Loading...
HomeMy WebLinkAboutP_5174_SI ~ £ii AllAMi AVi. ORANlll! COAST CITY OF COLLEGE COSTA § MESA i iii ~ if VICTORIA ST. ~ 19TH ST. BAKER 0 FAHiilFio #- i?t\ I' ~- ORT_,.-==-., BAY4 ~ UNIVERSITY ~ CITY ® OF fr--lRVINE <::,'<- \ 'a, ~ U.C.I . ~ s .fc1TY /" 0 1 NEWPrirrr-e.+:.~ 0.. BEA I N """ ~-==='\ ~ c.> ~,:,~ ,;:; " c; CITY (,f) STORA ~ YARD& RESER. ~ 0.. "' VICINITY MAP l'o-1. \ .s,. \ 1 ~ SCALE: 1"=4400' PRO.l,ECT LOCATION ' GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORM~D UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAC1'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION, ANO SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHO'Ml AS PER AVAIi.ABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL DIMENSIONS, LOC4TIONS, AND ELEVA Tl ONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 4. CORRELATION OF DRAWINGS AND rPECIFICATIONS. AilY ¼ORK NOT INDICATED ON THE DRAWINGS BUT CAI.LEO F6R IN THE SPECIRCATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK JIPT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTORS EXPENSE. 5. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED EXCEPT ON IRRIGATION PLANS. 6. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE A TTENllON OR THE CITY OF NEWPORT . BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE • RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. , 7. PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE FOR THE BUILDING PERMIT AND EACH SUBCONTRACTOR SHALL ARRANGE FOR PERMITS FOR THEIR RESPECTIVE WORK. ' ' 8. CONTRACTOR SHALL PROVIDE AND MAINTAIN A 6' iilGH CHAIN LINK CONSTRUCTION FENCE WITH LOCKING GATES COMPLETELY AROUND PROJECT SITE . PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT A TRAFFIC PLAN SHOWING ACCESS /EGRESS TRAFFIC PATTERNS AND GATE LOCATIONS TO THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FOR APPROVAL TEMPORARY FENCING WILL REMAIN UNTIL THE CITY APPROVES ITS REMOVAL. 12' WIDE GATES ARE REQUlfllD FOR MAINTENANCE VEHICLE ACCESS. PERIOOICALL Y LENGTHS OF TEMPORARY FENCING WILL NEED TO BE INSTALLED AT DESIGNATED YARDAGE TO PREVENT UNAUTHORIZED SPORTS USE. i ' ~ EMERGENCY TELEPHONE NUMBERS DAY CALL TO~L FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISIOI-I UNDERGROUND SERVICE ALERT 1(800)-624-8153 1(800)-611-1911 611 (949)644-3011 (714)962-2411 (714)542-6222 1(600)-422-4133 NIGHT 1(800)-624-6153 1(800)-611-1911 611 (949)644-3717 (714) 644-8222 1(800)-422-4133 PUB'LIC WORKS DEPARTMENT Cb·NSTRUCTION DOCUMENTS FOR I A-CA YON SP RT I ' ' APPROVAL RECOMMENDED: APPROVED: APPROVED' CIVIL ENGINEERS MCE CONSULTANTS TOMCARCaLI PROJECT MANAGER 1100S. COAST HIGHWAY MACARTHUR BOULEVARD & BONITA CANYON ROAD CON RACT NO. 3270 G2 DIRECTOR OF PUBLIC WORKS R.C.E. 16791 CITYEN l~CE 24967 PREPARED BY: 31872 Camino Gaphsttano San Juan Ceplatrano, CA 9287!5 949 681-7127 FAX 949 248-2599 121• East Green StrMt Pa11actena, CA 91106 628 785-2008 FAX f:126 705-2547 RICH/ qD H. VANDERWOOD, JR., ASLA, PRINCIPAL JAMES T. ENGELKE, ASLA, PROJECT MANAGER CONSULTANTS ARCHITECT DATE: ~/~az;() . " ,,.. ' ·" RON YEO, FAIA ARCHITECT, INC. RON YEO PRINCIPAL 500JASMINEAVENUE PHONE: (949) 644--8111 SUITE 318 PHONE: (949) 375-e407 CORONA DEL MAR, CA 92625 FAX: (949) 644-0449 LAGUNA BEACH, CA 92651 FAX: (949) 376-6417 ELECTRICAL ENGINEERS WEST COAST DESIGN GROUP RUSS OWENS, LC, CLMC PRINCIPAL 26692 PASEO BRILLO SUITE 200 PHONE: (949) 240-1378 SAN JUAN CAPISTRANO, CA 92675 FAX: (949) 240-1782 UTILITY CONSULTANTS RGI ROBERT H. GREGORY PROJECT MANAGER 218 N. LINCOLN AVENUE SUITE 104 CORONA, CA 92882 \ PHONE: (909) 279-7900 FAX: (909) 279-4116 r APPROVAL RECOMMENDED: RI, P.E. GEOTECHNICAL ENGINEERS f\lMG GEOTECHNICAL, INC. TED MIYAKE PRINCIPAL 17991 FITCH IRVINE, CA 92614 PHONE: (949) 442,i442 FAX: (949) 476-8322 STRUCTURAL ENGINEERS (LANDSCAPE) THORTON-THOMASETTI/COIL-WELSH STEPHANIE WELSH PRESIDENT 15872 SO. PASADENA AVE SUITE 200 TUSTIN, CA 92780 DATE: PHONE: (714) 505-2751 FAX: (714) 505-1689 APPROVAi RECOMMENDED: GENERAL SERVICES DIRECTOR ITIES E EER/ PROJECT MANAGER NORTH LOCATION MAP NOTTO SCALE SHEET INDEX REF: TITLE SHEET ENGINEERING PLANS GRADING AND UTILITY PLANS C1 TITLE SHEET C2 KEY MAP C3.C19 PRECISE GRADING PLANS C20 BIO ALTERNATE DETAIL SHEET C21.C22 DETAIL SHEETS C23-24 STORM DRAIN PLAN / PROFILES C25-28 EROSION CONTROLL PLANS C29-32 HORIZONTAL CONTROL PLANS C33-35 SEWER PLAN / PROFILES C36-37 WATER PLANS I.R.W.D. PLANS SHT.1 TITLE SHEET SHT.2 INDEX MAP SHT.3 DOMESTIC WATER PLAN SHT.4 RECLAIMED WATER PLAN SHT. 5 SEWER PLAN ARCHITECTURAL PLANS EAST PARK A 1.1 FLOOR AND FOUNDATION PLANS A 1.2 ROOF AND FRAMING PLAN A1.3 EXTERIOR ELEVATIONS AND SECTIONS WEST ANO MIO PARK A2.1 FLOOR AND FOUNDATION PLANS A2.2 ROOF ANO FRAMING PLAN A2.3 EXTERIOR ELEVATIONS AND SECTIONS GENERAL A3.1 SCHEDULES A4.1 INTERIOR ELEVATIONS AS.1 CONSTRUCTION NOTES AND DETAILS A5.2-A5.4 DETAILS P1.1 PLUMBING PLANS I---+--+-------------+-~ DATE BY DESCRIPTION APP'D. REVISIONS ELECTRICAL PLANS E1.0 E1.1-E1.12 E2.!1--E2.2 GENERAL SITE ELECTRICAL PLANS DETAILS LANDSCAPE PLANS L1.1,L1.16 L1.17-L1.23 L2.1-L2.16 L2.17-L2.21 L3.1-l.3.16 L3.17-L3.18 LAYOUT PLANS LEGEND/DETAILS IRRIGATION PLANS LEGEND/NOTES/DETAILS PLANTING PLANS LEGEND/DETAILS CITYDWGNO. • P-51-74~S BONITA CANYON SPORTS PARK CONSTRUCTION DOCUMENTS CITY OF NEWPORT BEACH EPT 99-515 PUBUr. WORKS DEPARTMENT SH£ET 1 OF 133 I . ! ' 'U i;: z I D 5 ~ 0 ~ D ~ 'U ~' ~ Q ~ !I 7 g ;: z ~ . " 0 ' ~ " > " z fTI ~ C 1l ~ ~ ' ~ I I z I D 5 ~ 0 ~ D ~ m a " ij ~ ;,; g \ ) V> i'Jj:I z C s: m :0 11 i· .... 0 ,k' ~-:0 V :;;,, ~~~ ~ ... G1 ~.:;,, z S! C ... s: CD rn :0 -....... ·- ) 0 :n :;;,, ~ z G1 8 ' :e ,J, GRADING SPECIFICATIONS GENERAL 1. DUST SHALL BE CONlROLLED BY WAlERING AND/OR DUST PAWATIVE. 2. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSlRUCTION PERIOD. 3. WORK HOURS ARE LIMITED FROM 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 5:00 PM SA lURDA YS; AND NO WORK ALLOWED ON SU NOA YS AND HOUDA YS. 4. lHE STAMPED SET OF APPROVED PLANS SHALL BE ON lHE JOB SITE AT ALL TIMES. 5. PERMITTEE AND CONlRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES. 6. APPROVED DRAINAGE PROVISIONS AND PROTECTI'v£ MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 7. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WllH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL 8. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 9. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONlROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEllURE OF THE CONSlRUCTION SITE CLEANUP DEPOSIT. 10. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC SDR-35. 11. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE PROJECT SOILS REPORT PREPARED BY BSK & ASSOCIATES, DA TED MAY 14, 1999. 12. AN ARCHEOLOGIST MUST BE ON-SITE AT ALL TIMES DURING CUT OPERATIONS. HE SHALL HAVE THE AUlHORITY TO STOP WORK AT ANY TIME SHOULD SIGNIFICANT ARTIFACTS BE FOUND. 13. AGRONOMICAL SOIL TESTING WILL BE REQUIRED BY A QUALIFIED. LAB APPROVED BY THE CITY. ER081QN CONTROL 1. TEMPORARY EROSION CONlROL PLANS ARE REQUIRED FROM NOVEMBER 15 TO APRIL 15 (RAINY SEASON}. 2. EROSION CONlROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN NOVEMBER 15 AND APRIL 15. 3. BETWEEN NOVEMBER 15 AND APRIL 15, EROSION CONlROL MEASURES SHAli BE IN PLACE AT THE END OF EACH WORKING DAY 1'11-lENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS JO PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY 1'11-lENEVER THE DAil Y RAINFALL PROBABILITY EXCEEDS 50 PERCENT. GRADING !'• I 8/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER lHAN 2 HORIZONTAL TO 1 VERTICAL 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTU TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN vt:RTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO lHE OVERALL COMPACTION EFFORT APPLIED TO lHE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED ANO APPROVED BY THE S ,LS ENGINEER PRIOR TO PLACING OF THE FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MA TERI AL 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOvt:O BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOvt:D, OR CRUSHED IN PLACE ANO BACKFILLED, AND APPROVED BY THE SOILS ENGINEER. 8. ALL lRENCH BACKFILLS SHALL BE COMPACTED THROlJGHOUT TO A MINIMUM OF 90 PERCENT RELA 1,VE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 9. THE STOCKPILING OF EXCESS MATERIAL MUST BE APPROVED BY THE CITY GRADING ENGINEER PRIOR TO STOCKPILING. 10. 1'11-lERE SUPPORT OR BUTlRESSING OF CUT AND NAlURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSlRUCTION. 11. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIOOIC INSPECTIONS DURING GRADING. 12. NOTIFICATION OF NONCOMPLIANCE: IF, IN lHE COURSE OF FULFIWNG lHEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS. THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK. AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL JOB SITE SAFETY CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE or CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST or OUR KNOWLEDGE, THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY ME'ASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONlRACTOR SHALL LOCATE ALL UTlUTIES BEFORE CONSTRUCTION. EXCAVATION PERMIT CALL TOLL FREE PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT • IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. 2. UNDERGROUNO SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. I THE UNDERSIGNED AGREES TO,--,,,CON=TA,..,Cc=T""'AN'=D ""OB""T""Al"'N,...A.,.,N,--- INQUIRY I.D. /I FROM UNDERGROUND SERVICE ALERT AT LEAST 2 WORKING DAYS PRIOR TO THE COMMENCEMENT 1-800-422-4133 3. BEf'OOE YOU OIG OF EXCAVATION. NOTIFICATION IS TO BE KEPT CURRENT WITH USA DURING THE COURSE OF THE PROJECT. SIGNED _______ DA,..._ ____ _ NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPRovrMENT AND GRADING QUANTITlES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL· IMPRovrMENT QUAN11T1ES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S} AND CONTRACT{S}. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE. CONSTRUCTION NOTES & ESTIMATED QUANTITIES NO. OESCRIPllON CD CONSTRUCT 6" CURB PtR CNB STD. 182-L, TYPE.•~• ® CONSTRUCT 6" CURB & GUTTER PER CNB STD. 1!i2-:L. TYPE "A• @ PROVIDE S'TRIPING AS INDICATED . © CONSlRUCT 3" A.C./6" A.B. {vt:RIFY SECTION 'MlH SOILS ENGINEER}. ' @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER 1.1\NOSCAPE PLANS ® CONSlllUCT CATCH BASIN PER CNB STD. 306-L, 'rr,;E, H &: W PER PLAN (J) CONSlRUCT LOCAL DEPRESSION PER CNB STD .• 304-L @ CONSTRUCT HANDICAP RAMP PER CNB STD. 181-l, CASE PER PLAN ® SAWOJT & REMOVE EXISTING DRIVEWAY APPROACH @) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CNB STD. 161-L, MODIFIED, W AND R PER PLAN (INCLUDING 11,B.} @ CONSlRUCT 3'-0" V-GUTTER PER DETAIL 2 ON SHEEr·c-21 . @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L @ CONSTRUCT FULL DEPTH A.C. .. ® SAWCUT AND REMOvt: EXIST. CURB & GUTTER @ REMOVE EXIST. CURB @ SAWCUT & REMO'.£ EXIST. CONCRETE, ASPHALT SURFACES & BASE @ REMOVE EXIST. RISER @) JOIN STORM DRAIN JUNCTION SlRUClURE CONNECTION ASSEMBLY PER CNB STD. 312-L @} CONSlRUCT JU~','lON SlRUClURE NO. 1 PER CNS s'TD. 310-L ® CONSlRUCT FLAT C. TCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT BEEHlvt: C'TCH BASIN PER DETAIL 4 ON SHEET C-21 . @ CONSlRUCT DOMED CATI·~ BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT 6" A lRIUM GR • TE PER DETAIL 5 ON SHEET C-21 ~ SKIPPED ® PROTECT EXISTING FACILITY IN PLACE ® CONSlRUCT 18" RCP (D-2000}, BEDDING PER CNB STD. 106-L ~ CONSlRUCT SIDEWALK PER CNB S"'l. 180-L CONSTRUCT CONCRETE PIPE SLOPE , "CHOOS PliR CN8 STD. 314-L @ CONSTRUCT 4" D.G. W/RESIN MODIFIED :MULSION Bl/.!OINGS ACCESS ROAD PER CNB REQUIREMENTS. (VERIFY SECTION Wl'!H SOI~ ENGINEER) • @ CONNECT TO EXIST. CATCH BASIN PER CN.' STD. 303-L Q9 CONSlRUCT 24" RCP (D-2000), BEDDING PER CNB STD. 106-L ~ CONSTRUCT 6" SQUARE FLAT BRASS GRATE VTCH BASIN ® REMOVE EXISTING FACILITY ® CONSlRUCT M.H. NO. 2 PER CNB 307-L ® ADJUST C.O. TO GRADE ® RELOCATE EXISTING UTILITY -SEE UTILITY CONSULTANTS PLANS @ REMOvt: EXIST. FENCE ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD. 162-L, W PER PLAN ® INSTALL ClRM OVER GRADED/SEEDED SWALE -DETAIL PER LANDSCAPE PLANS @ REMOVE EXISTING lREE. REFER TO NOTE 47 FOR APPROVAL PRIOR TO REMOVAL ® CONSlRUCT PARKWAY CULVERT TYPE •c• PER CNB STD. 319-L, S PER PLAN ® CONSTRUCT HANDICAP PARKING STRIPING, SIGNS & BUMPERS PER DETAIL 1 ON SHEET C-22 @ CONSlRUCT JUNCTION SlRUClURE NO. 2 PER CNB STD. 311-L @ CONSlRUCT 6" TD o• CF 'TRANSITION PER DETAIL 6 ON SHEET C-21 @ CONSlRUCT ClEANOUT FOR STORM DRAIN @ JOIN EXISTING STORM DRAIN @ EXISTING lREE -PROTECT IN PLACE. TAG FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO REMOVAL OF lREES IN NOTE 40. @ CONNECT TO EXIST. CATCH BASIN @ CONSlRUCT a• CURB & GUTTER PER CNB STD. 182-L, TYPE "A" BASIS OF BEARINGS THE CENTERLINE OF MESA VIEW (BUFFALO ROAD} BEING N 20'59'52" E AS SHOWN OF TRACT MAP >lO. 15317 WAS USED AS THE BASIS OF BEARINGS FOR lHIS PLAN. BENCHMARK • B.M. #35-41-91 ELEVATION: 201.175 DESCRIBED BY THE ORANGE COUNTY SURVEY 1991 AT THE N.W.'LY PART OF THE INT. OF MACARTHUR AND FORD RD., SET AT THE S.E.'LY CORNER or A 4'x8' CATCH BASIN, 410' N'L Y OF THE C.L or FORD RD., 53' W.'L Y OF THE C.L OF MACARTHUR BLVD. NO. DAT£ QUANTITY 5,000 Lr. 540 Lr. LS. 115,400 S.F. 1 LS. 2 EA. 2 EA. 4 EA. 2 EA. 5 EA. 1,J10 Lr. 5,900 LF. 400 LF. 4QO LF. AS REd'D" AS REQ'O 2 EA. 10 EA. 5 EA. 28 EA. 1 EA. 38 EA. 18 EA. - AS REQ'D 1,880 LF. 1 LS. AS REQ'O 6,200 S.F. ·1 EA. 300 LF. 4 EA. AS REQ'D 1 EA. AS REo'D AS REQ'D AS REQ'D 1 EA. 6,600 LF. AS REQ'll 1 EA. 1 LS. 3 EA. 80 L.F. 4 EA. 1 EA. AS REQ'll 1 EA. 38 LF. PRECISE R DING AND UTILITY PL NS FOR BONITA CANYON SPORT p R CONSTRUCTION NOTES & ESTIMATED QUANTITIES J; 't'' NO. OESCRIPllON OUANllTY STORM DRAIN CONSTRUCTION NOTES o· @) CONS1RUCT066" RCP (D-1950t STORM DRAIN. 580 LF. TRENCH AND BEDDING PER DE,,AIL 7 ON SHEET C-21 @ JOIN EXISTING STORM DRAIN 2 EA. @ REMOVE AND DISPOSE EXISTING STORM DRAIN & HEADWALL IN CONFLICT 1 LS. 0 CQNSlRUCT-JUNCTION STRUCTURE NO. 1 PER CNB STD. 310-L 2 EA. @ CONSlRUCT 39" RCP (D-1950~ STORM DRAIN. 30 LF. lRENCH ANO BEDDING PER , A.IL 7 ON SHEET C-21 @ CONNECT Tei EXISTING JUNCTION STRUClURE 2 EA. ®" CONSlRUCT 1-TON UNGROUiED. RIP-RAP PER DETAIL 2 ON SHEET C-22 1 LS. @I REMOVE ANO DISPOSE OF EXISTING CONCRETE V-CHANNEL 1 LS. @ CONSlRUCT ENERGY OISSIPATOR PER A.P.W.A. STD. PLAN 384-1, W=12', AND DETAIL 4 ON SHEET C-22 1 EA. @ RAISE EXISTING JUNCTION STRUCTURE MANHOLE TO GRADE 1 EA. ® CONSlRUCT 48" RCP (0-1600f STORM DRAIN. 50 LF. lRENCH AND BEDDING PER DE AIL 7 ON SHEET C-21 @ CONSlRUCT 36" RCP (D-1750f • STORM ORAi~:. 780 LF. lRENCH AND BEDDING PER DE AIL 7 ON SHEET C-21 0 CONSlRUCT MANHOLE NO. 2 PER CNB STD. 307-L 3 EA. DOMESTIC WATER CONSTf!!JCTION NOTES" @ REMOVER EXIST. PLUG & THRUST BLOCK 1 EA. @' CONSlRUCT 12" x 8" REDUCER & THRUST BLOCK PER CNB STD. 510-L-B 1 LS. @ CONSlRUCT 8" C.V. GAlE VALvt: PER CNB STD. 508-L 1 EA. @ CONSlRUCT 8" PVC, C900, CL 200 WATER LINE. ON SHEET C-21, MIN. 36" DEP.TH COvt:R BEDDING PER DETAIL 7 275 LF. ® CONSlRUCT FITTING & THRUST BLOCK PER CNB STD. 510-L-A 1 LS. ® CONSlRUCT FIRE HYDRANT PER CNB STD. 500-L . ' 1 EA. @ CO!ISlRUCT 'I." SER\!CE PER CNB STD. 503-L, TRENCH & BEDDING PER DETAIL 7, SHEET C-21 , ' 2 EA. ® INSTALL RPP BACKFLOW DE\!CE PER CNB STD$. -8 EA. @ CONSlRUCT DEAD END PLATE AND KICKER PER DETAIL 3 ON SHEET C-22 1 EA. @ RELOCATE EXIST. F.H. PER CNB STD. 500-L {VERIFY WET BARREL TYPE} 1 EA. ® CONSTRUCT 3/4" COPPER WA'IER UNE, T'r?E K 1,400 LF. © CONSlRUCT GATE VALvt: ANO VALVE ANCµOR PER CNB STD. 510-L-C 5 EA. @ CONSlRUCT 1" SERI/ICE PER CNB SID. 502-L, lRENCH & BEDDING PER DETAIL 7, 3 EA. SHEET C-21 ~EWER CONSTRUCTION NOTES 1 EA. ® CONSlRUCT a• PVC ~SOR 35} SEWER LINE. 'TRENCH AND BEDDING PER 1300 LF. DETAIL 7 ON SHEET -21 • @ CONSlRUCT SEWl:'.R MANHOLE PER CNB STD. 401-L 6 EA. @ CONSlRUCT 6" SEWER ClEANOUT PER CNB STD. 406-L 5 EA. @ CONSlRUCT 6" PVC ~SOR 35} SEWER LINE. lRENCH AND BEDDING PER 70 LF. DETAIL 7 ON SHEET -21 @ CONSlRUCT SE\\£R DROP MANHOLE PER CNB SlD. 403-L. INSTALL CITY PROVIDED 12" COVER ON DROP. 1 EA. ® CONSlRUCT 6" SEWl:'.R LATERAL PER CNB STD. 406-L lRENCH AND 2 EA. BEDDING PER DETAIL 7 ON SHEET C-21 EARTHWORK QUANTITIES SUBAREA 1 SUBAREA 2 PORTION Of SITE PISJUBBEP fl.LL SUMMARY RAW CUT SHRINKAGE 0/E SHRINKAGE SUBSIDENCE • ADJUSTED CUT • RAW FILL (IMPORT} / EXPORT QlitREXCAYATIQN •• {ALON_G MACARTHUR} 10.0 AC • 13,200 CY 1~:l CY CY 800) CY 10,800 CY 19,300 CY {8,500) CY 18,900 CY (B/N BON.CYN & FORD W /0 MESA VIEW) 5.7 AC 14,800 CY (900~ CY (1,100 CY (1,400 CY 11,400 CY 55,700 CY {44,300} CY 22,000 CY • INCLUDES ADJUSlMENTS FOR 5% TO 8% SHRINKAGE AND 0.05' TO 0.15' ABBREVIATIONS LEGEND AB AC ACP APWA BLDG. C.B. C&G C/L • C.L c.o. CONC. DIP DWY. ELEC. E.P. F.F. F.H. F.L F.S. G.B. H.C. H.P. INV. IRR. LP. M.H. o.c. PA PCC PL P.P. RCP R.D. RL R.O.W. RW s SD ST. STD. T.C. TEL T.G. T.F. T.W. VCP w W.M. w.v. SUBAREA 3 {Bf!! BON.CYN & FORD E/0 MESA VIEW} 16.2 AC 84,900 CY 14,900! CY 3,300 CY 3,900 CY 72,800 CY 50,000 CY 22,800 • CY 63,600 CY AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE AMERICAN PUBLIC WORKS ASSOCIATION BUILDING CATCH BASIN CURB & GUTTER CHAIN LINK CENTERLINE CLEANOUT CONCRETE DUCTILE IRON PIPE DRIVEWAY ELEClRIC EDGE OF PAvt:MENT FlNISHED FLOOR • FIRE HYDRANT FLOIIUNE FINISHED SURF ACE GRADE BREAK HANDICAP HIGH POINT INVERT IRRIGATION LOW POINT MANHOLE ON CENTER PLANlER AREA PORTI.AND CEMENT CONCRETE PROPERTY LINE POWl:'.R POLE REINFORCED CONCRETE PIPE ROOF DRAIN RIDGE LINE RIGHT OF WAY RECLAIMED WATER SANITARY SEWER STORM DRAIN SlREET STANDARD TOP OF CURB TELEPHONE TOP OF GRATE TOP OF FOOTING TOP OF WALL Vl'TRIOUS CLAY PIPE WATER WATER METER WATER VAL vt: --12' W (ACP)-- --12' S (VCP)-- --12" SD (RCP)-- --1050-- ;ioso.o (91.40 F.S.) 91.40 F.S. ---90--- [®J 'O" CIVIL ENGINEER MCE CONSUL TAN TS 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 CONTACT: RICHARD MOORE TELEPHONE: (949) 376-6407 SOILS ENGINEER NMG GEOTECHNICAL, INC. 17991 FITCH IRVINE, CA 92614 CONTACT: TOM DE\llNE TELEPHONE: (949) 442-2442 EXISTING WATER (MA 1ERIAL) EXISTING SE'IIER (MATERIAL) EXISTING STORM DRAIN (MATERIAL} EXISTING CONTOUR SPOT ELEVATION RIGHT-OF-WAY LINE EXISTING ELEVATION PROPOSED ELEVATION EXISTING CONTOUR LINE PROPOSED CONTOUR LINE VALvt: PROPOSED FIRE HYDRANT ORA WING SHEET INDEX SHEET C1 SHEET C2 • SHEET CJ-C19 SHEET C20 SHEET C21-C22 SHEET C23-C24 SHEET C25-C28 SHEET C29-C32 SHEET C33-C35 SHEET C36-CJ7 . TITLE SHEET KEY MAP PRECISE GRADING PLANS BID ALTERNATE DETAIL SHEET DETAIL SHEETS STORM DRAIN PLAN/PROFILES EROSION CONlRot PLANS HORIZONTAL CONlROI./SlRIPING PLANS SE'M:R PLAN/PROFILES WATER PLANS VICINITY MAP NTS BAIIRA/ICA PKWY ALTON PKWY \'s ~ "'< 5 ,_ I 55 SUBSIDENCE OVER ENTIRE SITE. BASED ON SOILS ENGINEER RECOMMENDATIONS ....... -------------------, ~ •• BASED ON SOILS ENGINEER RECOMMENDATIONS. NOTL: THE QUANTITIES SHOWN ABOvt: ARE FOR PERMIT AND/ OR BONDING PURPOSES ONLY. THE GRADING CONlRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION PRIOR TO THE ST ART OF GRADING AND ACCOUNT FOR DIS'TRIBUTING ANY EXCESS MA1ERIAL OR SUPPL YING ANY DEFICIENCIES TO BRING SITE TO DESIGN' GRADE. DESCRIPnON BY ,..afESS/o ~l'.0 A. -4:-~ '" C-23971 Exp. 12-31- GRADING WllHIN IRWD EASEMENT APPROVED SENIOR ENGINEER PREPARED BY: · CIVIL ENGINEERING LAND SURVEYING ;:; 8 ~ 'f'J$'oo1 DATE P-5114-5 TITLE SHEET DRAWING NUMBER: PRECISE GRADING AND UTILITY PLANS BONITA CANYON SPORTS PARK C-1 SCALE: NONE DA 7£: 03/16/00 DRAWN BY: ROB CHECKED BY: -Ee SHEET 2 Of 133 -- REVISIONS RICHARD A. MOO'lE, RCE 23971 DA 1E 1100 S. COAST HWY., ;#318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 NEWPORT BEACH, CA J.N. 35.08 C, z iS <( a: C, w 0 -0 w a: @: lit a: <( Q. 0 I-a: 0 Q. rn z g z <( 0 <( I-z 0 ~ a) 0 II) (') ; ~ • • ~ - i " D 2 rn ~ z C s': ~ :0 I.__ __ __. ~ \:; -rr o z I 0 5 -i.. -·JJ ~ 0 :T-;-'J;?. □ 0 ~ ~ ~ ; ~ ~?~ z O C z I . 1t"--t E □ u: :n ::I ~ ~ ~ m OJ " m I: :0 cl ,! l> ~ \:; =.\ z a {to r 0 ~ n (Ill ~ i m O ; ~ .:rz z 0 ~G) ~ z 2E § • □ " ~ ~ " ~ < 2 OJ ,m I) m ~ :0 0 ~ l> I.'-' --~ ~ ) / ~ \:; z I □ 0 r 0 :0 ' ~ 8 ~ J ~ ~ ''! ; ~ z z o G) s z -------- SCALE: 1"=200' o•· -==-~20!0'~~-:C400' BONITA CANYON - - -- NO. DATE DESCRIPTION BY REVISIONS -- C-23971 l:: xp. 12-31-01 -- PREPARED BY: CIVIL ENGINEERING LAND SURVEYING WWW&~ """""""'1;';;;;"~'7cii,_ST HWY., #318 LAGUNA BEACH, CA 92651 C') f\(\ \, \ ~, PH· 949-376-6407 -~L..\l0 \Jll\..---" \ • FAX· 949-376-6417 RICHARD A. MOORE, RCE 23971 DA TE . SCALE: -- KEY MAP PRECISE GRADING PLANS BONITA CANYON SPORTS PARK 1"=200' DA TE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA DRAWING NUMBER: C-2 SHEET l OF 133 J.N. 35.08 I I I I I ' } z C s: lll g:i 0 JJ l>- ~ z G) I I I D QUANTITIES ESTIMATE ON NOTES & PLANS CONSTRUCT! K DETAIL PER LANDSCAPER LANDSCAPE PLANS • CC SIDEWAL DETAIL PE AN @ CONSTRUCT 6 ;VER GRADED/SEEDED :~AL~R CNB SID. 319-L, S PER PL @) INSTALL CTRM RKWAY CULVERT TYPE C p @) CONSTRUCT PA SCALE: l"=ZO' o· 20' 40' NO. DATE DESCRIPTION REVISIONS MG BY C-23971 Exp. 12-31-01 PREPARED BY: 71\,4\ ,, • RCE 23971 DA TE RICHARD A. MOORE, CIVIL ENGINEERING LAND SURVEYING HWY #318 1100 S. C~t;JH, CA., 92651 LAGUNA 949-376-6407 PH: 949-376-6417 FAX: -- ROVEMENT. PLANS SITE IMP RADING PLANS PRECISE G PARK BONITA CANY: . RDB CH[CK[D BY: /13/00 DRAWN BY. 1"=20' DATE: 03 ACH CA SCAL[: NEWPORT BE ' N SPORTS TEC 0 • ,_ • 0 0 I 0 • I DRAWING NUMBER: C-3 OF 133 SHEET i - J.N. 35.08 \ I " 00 I I I • ) " ~ I 0 0 JJ 5 ~ " n s 0 " 'fl □ 0 2 ~ ~ I < - G1 ~ 0 z I CONSTRUCTION NOTES @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNS sm. 106-L @ JOIN STORM DRAIN JUNCTION STRUCTIJRE CONNECTION ASSEMBLY PER CNB sm. 312-L @ CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 ® @ PROTECT EXISTING FACILITY IN PLACE CONSTRUCT 4" D.G. W/RESIN MODIFIED EMULSION BINDINGS ACCESS ROAD PER CNB REQUIREMENTS. (VERIFY SECTION l'llTH SOILS ENGINEER) @) INSTALL CTRM OVER GRADED/SEEDED SWALE -DETAIL PER LANDSCAPE PLANS @ @ REMOVE EXISTING TREE. REFER TO NOTE 47 FOR APPROVAL PRIOR TO REMOVAL. CONNECT TO EXIST. CATCH BASIN SCALE: 1"=20' o· 20· 40' >< NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND STIJB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING l'llTH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE ANO LOCATIONS. CONTRACTOR IS TO ALLOW FOR ADJUSTMENT. NO. DATE ---------· 8 ~ P \PER TREE 4o DESCRIPTION BY REVISIONS ··- N 0 <O ··-··-··-•• •• 211 ~ ' "'}:'i- 'j'",J ·--··-· --·--··-· ·-----x-.,---~'· x--RE-G X ?woo A ,-,.,_,_;-'-"-'"'·~h ~-v--'•-'""',_,.JY X " {)7 ,~/ I PREPARED BY: RICHARD A. MOORE, RCE 23971 DA TE CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., H31 B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 ::::---_ __ CONSJRl,JCI WAl.K • • • PER LANO !:ANS X ✓-- • - 6 ~ PEPPER TREE ··-··-·----Ol • • •• - -···----. ...=:-=--=~c;-...__ -- -....... \ l X N ~'-c I " Cl .I "" 0 "\ SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA ' DRAWING NUMBER: C-4 SHEET i OF 133 J.N. 35.08 • I ~ m " 0 ' 'n rn p 5 " z "' n 1: cl ~ " I u ,; z I D 5 ~ n § 0 " u m 0 " ~ m < " o < z m m " 0 ' .1 rn ~ \; C ~ 0 ,I " u ,; z :,: 0 5 ~ 0 □ 0 " '!l □ g 0 m ! < z 0 C z ~ g • □ ' ~ rn p " z !" n ► C ll l,i " z C s: ffi JJ Cl'li> ""8 ;;. D .... -JJ r)'~Q ~ i'9Z ... S' G') '{\~Z ~~ co m JJ »' ""'D l.JJ -·~ ti -z "" G') ~~ :, s: co m JJ ~ -~ w ) D JJ ~ 2 G') <!) a, (J1 - ---------- o· - 0 0 • • SCALE: 1"=20' 20' 0 40' -- ",1--0B.0± FL" 6"¢ PEPPER TREE 4() 2.5:1 12" ¢ GUM TREE 40 12"¢ GUM TREE NOTE: 12"¢ GUM CONTRACTOR TO GRADE THIS AREA TO INSURE POSITIVE DRAINAGE TO SWALE FROM EXIST. WALL --· ·-·. 0 :.J en 208.0 TG 205.2-lN-V-• ....... • • • • --.--.• -z • • 14"¢ GUM TREE 4 ~ -------,,__:J-JJ-..J-~_,.,_y.;-1;~~ --- 6"11 GUM TREE 4() 6"0 GUM TREE 4 RETAINING WALL NO. DATE _,_ '" ' 0 ~ m ~ ~ 14"!6 PEPPER TR E 4 X l'3 \ 0) NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS ANO STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING WITH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCAllONS. CONTRACTOR IS TO ALLOW FOR ADJUSTMENT. NOTE TO CONTRACTOR: THERE IS EVIDENCE OF UTILITIES IN THIS AREA THAT ARE NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS. DESCRIPTION BY --------- ------ ---------- -- 12"fl EUC. TREE 4 X C-0 0 m cs --- SIGN -- X '" 0 rn N • • • 12"¢ PINE TR E \ ) \ • • 0 • \ 0 • \ 0 U1 I i X "' !-" "' 0 (I) CONSTRUCTION NOTES @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L @ CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ PROTECT EXISTING FACILITY IN PLACE @) @ ® INSTALL CTRM OVER GRADED/SEEDED SWALE -DETAIL PER LANDSCAPE PLANS REMOVE EXISTING TREE. REFER TO NOTE 47 FOR APPROVAL PRIOR TO REMOVAL. EX1Sl1NG TREE -PROTECT IN PLACE. TAG FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO REMOVAL OF TREES IN NOTE 40. PREPARED -BY: CIVIL ENGINEERING LAND SURVEYING .....,,. ___ ,,.,.,.'*"'" _____ _ SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK \ i ~ 0 • (') \ ' 0, • 0 \ P-51't"I-S DRAWING NUMBER: C-5 \ SCALE: 1";20' DA TE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC SHEET §. OF 133 REVISIONS RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 NEWPORT BEACH, CA J.N. 35.08 I . , I ' z C ::;: ~ ::0 Cl ::0 ~ z G) 0 0 ' n ~ \ • • \ 0 • CONSTRUCTION NOTES & ESTIMATED QUANTITIES @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L I ( \_ o· -190 -n;;.,,:-£::~ ·-· 4 "~:,-.--~~ -----. ..... . . -----··195---- o O cl z U1 18 !il EUC. TRE 14 !il TREE 4 SCALE: 1"=20' 20' 40' 8 !il EUC. TREE 4 14 !il EUC. TRE NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND S1\JB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING 111TH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR IS TO ALLOW FOR ADJUSTMENT. NOTE TO CONTRACTOR: THERE JS EVIDENCE OF UTILITIES IN THIS AREA THAT ARE NOT SHOWN ON THESE PLANS. LOCATE All UTILITIES BEFORE CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS. " ., \ I X ~ co <D m "' I 0 ~- I I 4/t'f/Ptf I AS !301L1 MG NO. DA TE DESCRIPTION BY REVISIONS <.O 0, <D PREPARED BY: CIVIL ENGINEERING LAND SURVEYING ~ @ "'™ ~ ™ RICHARD A.. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., #31B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 p 184.9 F;l: ------.'S SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA 0 0 I • 0 0 P-Sl=IAI-S DRAWING NUMBER: C-6 SHEET 1. OF 133 J.N. 35.08 I ' I r~ ~.,. i ~ i"~ iaz *e~ <c !s OJ m :0 .,, \; z ii'o I 0 5 ii ~ 0 O 0 ~ 1l ~ 0 c::..c.Sl z ~ ~ z " G) I; z fl g . □ ul ~ t z !" r, ,. :0 C 2l !ll ,, 1' ...... -~ ) .,, \; z T a 0 5 ~ ~ r, ~ ~ ~ " 0 ~ ~ z ~ ~ G) -~ ~ E n ~ ~ "' ~ ~ 0 0 I ~ ' ~ ~ ' ::: I u 0 en NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS ANO STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FlNISH GRADING WITH FINAL VERIFICATION BY LANDSCAPE ARCHITECT SCALE: OF FINISH GRADE AND LOCATIONS. CONTRACTOR IS TO ALLOW FOR ADJUSTMENT. a· \ \ \ 1"=20' 20' 40' NO. 191, X I 0 4-/2'1/04- DATE: I \ \ l I I I I I , I 0 0 Ii\ I ;J I ) I ( CON /fRuc/wALK PER/LAN_ CAPE PLANS 5 ;,, ( ;f 1 I I • 186.~ I I / I I. HP 186.4 FL 1 6.5 FS 2 1/ 185.8 X --- 187.7 X / 188.3 I I ~ rnr.75 FS I I 1 / . / 185.7 )( AS 6UIL..T DESCRIPTION REVISIONS I: I '34.6 X 185.7 \ \ ) I fi • • I I l-+-=g 184.4 X )( ( ) I I I i • • I • • I 1/ I ' I L MG BY T'IP. 184.1 x ~·'"-Y-1 ~\' . EXJSTING 54" CSP RISER \JOIN 100~:}MH 167.95,INV. 12" & 1B" 1 1 . IN . 0 NOS IPE Vf.RIF f-178.Bfi} >< 184.' \ ill ,~ ' )..,,,. / . ~·•""' ~ . I I 186.5 FS '184.6 1~1.s rs " 0 MATCHLINE J_j_ j I 00 Ti1"/,1 SEE SHEET C-6 / ' • I • I • • I • • I • I I • 189.3 X • PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 0 @ii ciC 1i'"iii.iMii.iil&:r:..:::JJllZ&f t ~(\\_. 1100 S. COAST HWY., #318 '7;i \\1\~, LAGUNA BEACH, CA 92651 PH: 949-376-6407 RICHARD A. MOORE, RCE 23971 DATE FAX: 949-376-6417 SCALE:: 187.9 X 187.5 X SEE SHEET C-8 --" .. 0 " STORM DRAIN C.L. DATA 0 BEARING/DELTA R L T <D N13"05'06"E -155.00' - @ N13"05'06"E -309.05' - CONSTRUCTION NOTES @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L @ REMOVE EXIST. RISER CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CNS STD. 310-L CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 CONSTRUCT 18' RCP (D-2000), BEDDING PER CNB STD. 106-L 0 @) @ @ @ @ INSTALL CTRM OVER GRADED/SEEDED SWALE -DETAIL PER LANDSCAPE PLANS @) REMOVE EXISTING TREE. REFER TO NOTE 47 FOR APPROVAL PRIOR TO REMOVAL " " --0 0 0 0 0" --0 O P-51:,.1.1-.s SITE IMPROVEMENT PLANS DRAWING NUMBER: PRECISE GRADING PLANS BONITA CANYON SPORTS PARK C-7 1'=20' DA TE:: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC SHEET 8 OF 133 -- NEWPORT BEACH, CA J.N. 35.08 ) I $0 - / \ ! I I, I • j ~ \; 2 :r 0 0 r CJ ]J ~ B ~ ~ '!I $ 0 ~ ! z Z D G) C Z \j I ' I \ \ \ ' I ' I \ \ I I I \ I ' I SCALE: 1 "=20' o' 20' 40' I. 6.8 \ X -r -s / / / ')( / I I 3 • l \ X NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FlNISH GRADING WITH FlNAL VERIFlCA TION BY LANDSCAPE ARCHITECT OF FlNISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. C ---SlRUCT WA 5 LANDSGAPE PLANS ,.,7 - I 191 X 9 .5 189.9 X X .> , ~ ~-~ ' , '\ I NO. DATE 19 \i 6.0 S 1 B9.3 ' / / ------~ ---------------------------------- 1 187. X 188.3 189.6 X o/ -tt,," -~ / / 190.3 / HP 190.5 X PREPARED BY: CIVIL ENGINEERING LAND SURVEYING ----. .,,,,,...-., !;d~ .:,,.,;: ---------- ~~~;:~ ~0~ 188.0 X ' ·--------' -------....... -- 18 JJOTE TO CONTRACTOR: ------ ·~. x THERE IS EVIDENCE OF UTILITIES IN THIS AREA THAT ARE NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSlRUCTION AND NOTIFY ENGINEER IMMEDIATELY Of ANY CONFLICTS. STORM DRAIN CL DATA Q BEARING/llEI.TA R L (D N13'05'06"E 309.05' CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. ..,._ BEDDING PER CNB STD. 106-L @ CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT 6" ATRIUM GRATE PER DETAIL 5 ON SHEET C-21 @ PROTECT EXISTING FACILITY IN PLACE T 187-h CONSTRUCT 18" RCP (D-2000), BEDDING PER CNB STD. 106-L X '& @ CONSTRUCT 6" SQUARE FLAT BRASS GRATE CATCH BASIN ADJUST C.O. TO GRADE ® ® @ INSTALL CTRM OVER GRADED/SEEDED SWALE -DETAIL PER LANDSCAPE PLANS REMOVE EXISTING TREE. REFER TO NOTE 47 FOR APPROVAL PRIOR TO REMOVAL 0 • • 0 --• • O 0 SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK DRAWING NUMBER: C-8 1100 S. COAST HWY., #318 c:--i n (\ -LAGUNA BEACH, CA 92651 SCALE: 1'=20' DATE: 03/16/00 DRAWN BY: ROB CHECKED BY: TEC SHEET 2.. OF ,1;33 DESCRIPTION BY REVISIONS ---'-~----V...,.-,-i-:\1-,:;--=--,:--::'-:-:co:'=\.>..:.\-><"'-:'-\•:--::'=---• PH: 949-376-6407 RICHARD A. MOORE, RCE 23971 DATE FAX: 949-376-6417 NEWPORT BEACH, CA J.N. 35.08 1 ' I ' z C ~ ~ :0 I : 1 .1 I J 0 :0 J>- :§: z G') ..Q \ \ \ \ \ NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING VATH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR IS TO ALLOW FOR ADJUSTMENT. SCALE: 1"=20' o' 20' 199.65 TC "' 199.15 FS S B-lJIL..T MG 40' NO. DATE: DESCRIPTION BY REVISIONS PREPARED BY: CIVIL ENGINEERING LAND SURVEYING iar:r ,;;;;.;;:..:s::or..w:::JJ£2li;JMWW ti ™· RICHARD A. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DA TE:: 03/13/00 DRAWN BY: RDS CHECKED BY: TEC NEWPORT BEACH, CA •• 44., .,.., . " -DRAWING NUMBER: C-9 SHEET 10 OF 133 J.N. 35.08 I ! i • / z C s:: ~ 0 JJ ~ z G1 NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND SllJB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING l'ATH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. SCALE: 1"=20' ~-~~ M J!!li!lt ~ o· 20· 40' NO. DATE D£SCR/P710N BY REVISIONS DENSE TREES PREPARED BY: CIVIL ENGINEERING LANO SURVEYING m \WW :see PH 5 u ..:.w RICHARD A. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., ffe31B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 CONSTRUCTION NOTES @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB sm. 106-L @) CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 ® @) PROTECT EXISTING FACILITY IN PLACE CONSTRUCT CLEANOUT FOR STORM DRAIN 196.6 X 195.2 X / SITE IMPROVEMENT PLANS · PRECISE GRADING PLANS DRAWING NUMBER: BONITA CANYON SPORTS PARK C-10 SCALE: 1"=20' DA TE: 03/13/00 ORA WN BY: RDB CHECKED BY: TEC SHEET Ll OF 133 NEWPORT BEACH, CA J.N. 35.08 I I \ ) il !>- ~ z G) w ~ ~ ~ 0 0 ~ ~ ~ ' " ' u CONSTRUCTION NOTES @) @ ® @ PROTECT EXISTING FACILITY IN PLACE CONSTRUCT SIDEWALK PER CNS STD. 180-L RELOCATE EXISTING UTILITY -SEE UTILITY CONSULTANTS PLANS REMOVE EXIST. FENCE ~ SCALE: 1"=20' o' 20' 40' NO. DATE DESCRIPTION BY REVISIONS ofESS/o 1<0 A. <" ~ "" C-23971 "' Exp. 12-31-01 PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 'WiTT"3'iW-~ RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., 1/318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: ROB CHECKED BY: NEWPORT BEACH, CA P-~¥,1-S DRAWING NUMBER: C-11 TEC SHEET 12 OF 133 J.N. 35.08 ~ ~ z a 5 • n n ~ e; 0 i ~ 'll ,'~ ll 0 ' w i'; " < 4 i z a g i;;; 7 I z C $'. m :IJ □ :IJ ~ z G) ·-~ ·--~ ~ 0 MATCHLINE -SEE SHEET C-13 NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING Wl1H FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. o' SCALE: 1 '= 20' ► I • 20' 0 I 4/1-q/~ 40' NO. DATE: / I I ~ 0 / I A5 13UIL-T D[SCRiF' TION REVISIONS BY C-23971 p. 12-31- -"' u, -gg ! 1 "' 0 CONSTRUCTION NOTES @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L @ CONSTRUCT FULL DEP1H A.C. @ @) SAWCUT AND REMOVE EXIST. CURB & GUTTER JOIN STORM DRAIN JUNCTION STRUCTIJRE CONNECTION ASSEMBLY PER CNB STD. 312-L @) CONSTRUCT JUNCTION STRUCllJRE NO. 1 PER CNB STD. 310-L ® @ ® @ @ @) ® CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 PROTECT EXISTING FACILITY IN PLACE CONSTRUCT 18" RCP (D-2000), BEDDING PER CNB STD. 106-L CONSTRUCT SIDEWALK PER CNB STD. 180-L CONSTRUCT CONCRETE PIPE SLOPE ANCHORS PER CNB STD. 314-L CONSTRUCT 4" O.G. W/RESIN MODIFIED EMULSION BINDINGS ACCESS ROAD PER CNB REQUIREMENTS. (VERIFY SECTION Wl1H SOILS ENGINEER) @ REMOVE EXIST. FENCE ® CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD. 162-L, W PER PLAN @) INSTALL CTRM OVER GRADED/SEEDED SWALE -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT CLEANOUT FOR STORM DRAIN STORM DRAIN C.L. DATA 0 BEARING/DELTA R L T (j) N25'34'10"W 74.15' I I I I I I I I I I PREPARED BY: SITE IMPROVEMENT PLANS DRAWING NUMBER: CIVIL ENGINEERING LAND SURVEYING Wllirlllrn1:iH:@ rn-.uu::.m ..,,,., RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., 1,!31 B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 • PRECISE GRADING PLANS BONITA CANYON SPORTS PARK C-12 SCALE: 1"=20' DATE:: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC SHEET 13 OF .U3 NEWPORT BEACH, CA J.N. 35.08 I i I I I , I . ) z C s: ffi JJ • ~ ~ ~ ~ 0 ~ '" '" 8 I ~ ' ~ i V ... ' 0 CONSTRUCTION NOTES @ CONSTRUCT s• PCC SIDEWALK -OET AIL PER LANDSCAPE PLANS @ CONSlRUCT HANDICAP RAMP PER CNB SID. 181-L, CASE PER PLAN @ CONSlRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING @ @ ® ® @ ® @ PER CNB sro. 106-L SAWCUT & REMOVE EXIST. CONCRETE, ASPHALT SURFACES & BASE CONSlRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 CONSlRUCT BEEHIVE CATCH BASIN PER DETAIL 4 ON SHEET C-21 PROTECT EXISTING FACILITY IN PLACE CONSTRUCT SIDEWALK PER CNB SlD. 180-L REMOVE EXIST. FENCE INST ALL CTRM OVER GRADED /SEEDED SWALE -DETAIL PER LANDSCAPE PLANS NOTE: CONTRACTOR SHALL INST All DRAIN LINES TO CATCH BASIN LOCATIONS AND S1UB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING V.,TH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. o· SCALE: 1 "=20' -t 20· F1 40, NO. DATE DESCRIPTION REVISIONS BY PREPARED BY: I ~~L -;\,t.\·• RICHARD A. MOORE, RCE 23971 DA TE CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., 1/318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 ' I I I I .iJ.. .. L SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK I I I SCALE: 1"=20' DATE: 03/16/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA I I I I I I I ; I I I \ \ \ \ I \ I I I I I I I I \ \ \ DRAWING NUMBER: C-13 SHEET 14 OF 133 J.N. 35.08 I ; I z C ~ ~ ) - -0. -- • • - I I I CONSTRUCTION NOTES @ CONSlRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L @) JOIN STORM DRAIN JUNCTION SlRUCTURE CONNECTION ASSEMBLY PER CNB STD. 312-L @) CONSlRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSlRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ PROTECT EXISTING FACILITY IN PLACE @ CONSlRUCT 18" RCP (D-2000), BEDDING PER CNB STD. 106-L ® @ @ @ CONNECT TO EXIST. CATCH BASIN PER CNB STD. 303-L REMOVE EXISTING F AGILITY REMOVE EXIST. FENCE CONSlRUCT JUNCTION SlRUCTURE NO. 2 PER CNB STD. 311-L o· SCALE: 1"=20' M I 20' 40' NO. DATE AS 6011--T DESCRIPTION BY REVISIONS C-23971 xp. 12-31- I / I ~ "'· i I I I • 0 X Ii I \ I I / 1 I I \ \1 " I I ., V· . PREPARED BY: CIVIL ENGINEERING LAND SURVEYING RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., /1318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 ) STORM DRAIN CL DATA 0 BEARING/OELTA (D N58'47'59"E SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK R - SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: RDS CHECKED BY: TEC NEWPORT BEACH, CA L T 224.06' - DRAWING NUMBER: C-14 SHEET 15 OF l_33 J.N. 35.08 ~ ll I I ' ! z C s: R:i :a .___ __ ...., ) - E 0 175.7 X 0 . 0 '--.... ·, ·---,___ -----t./h-1-~ 8-7:6--E-"III-' CONSTRUCTION NOTES (D CONSTRUCT 6" CURB PER CNB STD. 182-L, TYPE "B" (1) CONSTRUCT 6" CURB & GUTTER PER CNB STD. 182-L, TYPE "A" G) CONSTRUCT 3" A.C./6" A.B. (VERIFY SECTION WITH SOILS ENGINEER) ® ® (J) ® @) CONSTRUCT 6" PCC SIDEWAU< -DETAIL PER LANDSCAPE PLANS CONSTRUCT CATCH BASIN PER CNB STD. 306-L, TYPE. H & W PER PLAN CONSTRUCT LOCAL DEPRESSION PER CNB STD. 304-L CONSTRUCT HANDICAP RAMP PER CNB STD. 181-L, CASE PER PLAN CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CNB STD. 161-L, MODIFIED, W AND R PER PLAN (INCLUDING A.B.) @ CONSTRUCT 3'-0" V-GUTTER PER DETAIL 2 ON SHEET C-21 @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNS STD. 106-L @ CONSTRUCT FULL DEPTH A.C. @ SAWCUT AND REMOVE EXIST. CURB & GUTTER 92.64-re------- 192.14 FL 11 ~ -- ~~;;;}~(ff;_ --1-1+-«S"S".,,.,.,;_ti19rr2"11.4:ir87"Trc \ "' ---"'c><::s.. •98 ~·192.19 Ft. ·---.1.•,7 193.68 C 195.14 FL 195.81 TC 195.31 FS -------1 4. 78 FL -~-- STORM DRAIN C.L. DATA 0 BEARING/DEL TA R L 0 N1418'43"E -133.23' ® 45'00'00" 45.00' 35.34' @ N4918'43"W -134.25' T - 18.64' - -----19B CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 PROTECT EXISTING FACILITY IN PLACE CONSTRUCT 18" RCP (D-2000), BEDDING PER CNB STD. 106-L CONSTRUCT 24" RCP (D-2000), BEDDING PER CNB STD. 106-L REMOVE EXISTING FACILITY REMOVE EXIST. FENCE CONSTRUCT 6" TO O" CF TRANSITION PER DETAIL 6 ON SHEET C-21 -~------- EXIST~'l-"---IR.~ WATER LINE- SCALE: 1"=20' o· 20' ' ---.i..--~--.:::.-' X \ \ I \ I --- 40' NO. DATE: 194.2 X ---~ / \ 14 \ \\\ .. \lj(.j~,/:f./ .64 F 1-~ \ tC "? 196. 195. 1 FS\ 96.21 T 9, \ 19 .71 > C4' L DESCRIPTION REVISIONS 197.53 C 197.03 FS 198. 5 TC 198. 5 FS \ 00.11 c, 99.67 S \ ' ----~ BY 197.9 □ 9.52 9.85 TC 9.35 FS 11 X 198.5 X 199.7 >< ,I \ GB 200:1!' FL / 202.60 TC 202.10 FS 2.48% 11 \ I ~, .\1 9 TC\ 9 Fi\ 202.65 TC 202.15 FS \ 202.88 TC\ 202.38 FS 203.43 TC 202.93 FS I I \ ..----------------I 3f9% 2,1.20 TC '\ ~ 200. 70 FL I \ /i 20 .4 TC I 02.27 TC/43.22 01.l7 F 2 2.72 2 3.26 2. 6 s C 02.6 S X 03.17 TC 202.6 F X ''1 I 203.47 , 202.26 TC 2 2.97 F \ J: FS o!, I ~ I OTC \ • , FS 5 ~C 204.2 TC 5 FS 203. FS PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 2 Eml.'l'frihh §ltfM Fi 9 • ¥ I RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., #318 LAGUNA BEACH, CA £12651 PH: 949-376-6407 FAX: 949-376-6417 2 .6 T-' 203.62 TC I 203.1 FS G:y--P'll-7-'cJI._ 205\54 TC 1--'7"'1f-....:lo08.04 FS I I 0 l i :..1 (I SITE· IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DA TE:: 03/13/00 DRAWN BY: RDB CHECKED BY: TEC NEWPORT BEACH, CA \ 0 0 u DRAWING NUMBER: / / I • ( \ \ D L a. C-15 SHEET 12.. OF .!_33 J.N. 35.08 - < ~ ~ z 0 C ' ~ s: " ► • z OJ "' \l m C II cl CD z s ' i ', ' ' l '75.7 X ---- ~.---~--1-L, ~-----H1·--E:::J--il'I----.-/D -------------...CC:::~f.,/-,1-. --::::---=~~,!jf_ ------- NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING W11H FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. --------- o' -------------------------- SCALE: 1 • = 20' 20· 40' NO. DATE DESCRIPTION BY REVISIONS ---------- 196, 7 1 7 .7 X 197.9 STORM DRAIN C.L. DATA 0 BEmNG/DEl.TA R L T (D N4918'43"E -134.25' - ® 40"43'20" 45.00' 31.98' 16.70' @ N89"57'57"E -253.83' - © N79"42'02"E -323.21' - ------------------ 0 0 198.5 X '=!=' / &,. 199.7 ( \ .. 0 = 6 6 0i 6 PREPARED BY: CIVIL ENGINEERING LAND SURVEYING ~~ 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 \ RICHARD A. MOORE, RCE 23971 DATE PH: 949-376-6407 FAX: 949-376-6417 HP CONSTRUCTION NOTES ' @ CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS ® @ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L @ CONSTRUCT FULL DEP1H A.C. @ @) SAWCUT ANO REMOVE EXIST. CURB & GUTTER JOIN STORM DRAIN JUNCTION STRUCTURE CONNECTION ASSEMBLY PER CNB STD. 312-L @) CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CNB STD. 310-L @ @ @ ® @ ® @ CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 CONSTRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 CONSTRUCT 6" ATRIUM GRATE PER DETAIL 5 ON SHEET C-21 CONSTRUCT 18" RCP (D-2000), BEDDING PER CNB STD. 106-L CONSTRUCT SIDEWALK PER CNB STD. 180-L CONSTRUCT M.H. NO. 2 PER CNB 307-L CONSTRUCT B" CURB & GUTTER PER CNB STD. 182-L, TYPE "A" JOIN 18 194.41 !NV. 1!l 195.16 !NV. 4 203.4 L \ \ \ \ \ ' • 0 X SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DA TE: 03/13/00 DRAWN BY: ROB CHECKED BY: ITC NEWPORT BEACH, CA \ \ \ • 0 I • • u 208 .• DRAWING NUMBER, C-16 SHEET 17 OF 133 J.N. 35.08 I~ ~ b ' ~ " ► s D z m I) C ~ 0 " l> ,· D !i ~ 0 r 0 D n rn 0 § ~ D rn 0 ; D ~ rn I ' ~ 6 z 0 ~ " □ ' ~ " ~ s z .m I) C ~ 0 ~ z l> ; I ~ s co m :n S?o ~ ~. 2-~ s:· -- <JS ffi '"'OZ •-C $) s "'-1: t;;Hi :n --et ...... -~, ~b ) D :n ~ z GJ • • SCALE: 1 "=20' o· 20' 40' CONSTRUCTION NOTES c;o ,, @ CONSlRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSlRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNS STD. 106-L • @ CONSlRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSlRUCT DOMED CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSlRUCT 6" AlRIUM GRATE PER DETAIL 5 ON SHEET C-21 209.5 FS ' 209.~ TG 206.3 INV i.5 FS 209.1 FS 209.4 FS X 12 209.8 FS ,,.· ., l'<f 0 ,, 01 /.----, ........ / . / 208.6 FS~ 207.8 TG ·, 201.9 INV 209 )( "" ,1 207.6 TG 0 202.8 INV L~/ _11206Q§]__...::(,J-re---~ @ PROTECT EXISTING FACILITY IN PLACE @ CONSTRUCT 18" RCP (D-2000), BEDDING PER CNB STD. 106-L @ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CNB STD. 311-L STORM DRAIN C.L DATA 0 BEARING/DELTA R L T (D N79°42'02"£ -323.21' -NO. DATE: -------- DESCRIPTION REVISIONS MG BY C-23971 xp. 12-31- X N 0 CD °'' X ~ t -·--t-, JOIN ' 196.75 NV. 18 197.00 INV. 12" ~ N f~ X N 0 ,,, \ 205.5 TG ~" 197.8 INV ~ HP 206.0 FS ' ' \! , "" N N rn \ : \ XN I - ~ \ I \ • • 0 x~~ PREPARED BY: CIVIL ENGINEERING LAND SURVEYING _,.,....,,,,,_/J¼,ll!"·•J iiiiil ¾ W, .~! 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 RICHARD A. MOORE, RCE 23971 DA TE PH: 949-376-6407 FAX: 949-376-6417 I \ I \ SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA DRAWING NUMBER; I I I I I \ \ \ I. C-17 SHEET 18 OF 133 J.N. 35.08 I , I I I ) - ~ 0 ~ E ~ ~ J; ~ ;; 0 0 ' ~ ' ~ ~ • ~ .; ' u I / ---- CONSTRUCTION NOTES CD ® © ® ® @) @ CONSTRUCT 6" CURB PER CNB STD. 182-L TYPE "B" CONSTRUCT 6" CURB & GUTTER PER CNB STD. 162-L, TYPE "A" CONSTRUCT 3• A.C./6" A.B. (VERIFY SECTION WITH SOILS ENGINEER) CONSTRUCT 6" PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS CONSTRUCT HANDICAP RAMP PER CNB STD. 181-L, CASE PER PLAN CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CNB STD. 161-L, MODIFIED, W AND R PER PLAN {INCLUDING A.B.) CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB STD. 106-L I X @ CONSTRUCT FULL DEPTH A.C. @ SAWCUT AND REMOVE EXIST. CURB & GUTTER @) CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT 6" ATRIUM GRATE PER DETAIL 5 ON SHEET C-21 @ PROTECT EXISTING FACILITY IN PLACE @ REMOVE EXISTING FACILITY @ ADJUST C.0. TO GRADE \ \ \ ) ) ' \ I \ ' 212.9 FS~ I I ' \ SCALE: 1"=20' o· 20' 40' I \ .t ;/~~~ ,/ ·-----=:: ii l ,;; • X / / ____ -,,___ __ 0 \~\ . \ \ ( ' \ \ I \ X \ \ \ \ \ \ ' • • \ I / / I ----- • -.- x / ~ ,// // I I .2 TG / a.o INV I I / \\ ~\ \ \ I I \ . '".. ·, " "' '\~~ ~ "'-\ \ I \ \ NO. DAT£ \' '-,,_ '•.._ '" •. · .. -~~:~:'¼' \ --. "-;_ ~r.-'\ ~ ~ :, \\ '1 NOTE: CONTRACTOR SHALL INSTALL DRAIN LINES TO CATCH BASIN LOCATIONS AND STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING WITH FINAL VERIFlCA TION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. D£SCRIP T/ON BY C-23971 xp. 12-31- PREPARED BY: CIVIL ENGINEERING LAND SURVEYING & & a 1 r a t tM w •e~,:;;mm::zm™ 1100 S. COAST HWY., #31 B LAGUNA BEACH, CA 92651 REVISIONS RICHARD A. MOORE, RCE 23971 DA TE PH: 949-376-6407 FAX: 949-376-6417 \ \ \ SITE IMPROVEMENT PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: 1"=20' DA TE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA 0 \ \ \ I \ \ DRAWING NUMBER: C-18 SHEET 19 OF .!._33 J.N. 35.08 I I z C s: Ill 93 I / 0 :n l:2 ~ Z. G) ____. ~ ---p CONSTRUCTION NOTES (D CONSTRUCT 6" CURB PER CNS STD. 182-L, 1YPE "8" @ CONS1RUCT 6" CURB & GUTTER PER CNS SID. 182-L, 1YPE • A" © CONSTRUCT 3" A.C./6" A.B. (VERIFY SECTION WITH SOILS ENGINEER) @ CONSTRUCT 6' PCC SIDEWALK -DETAIL PER LANDSCAPE PLANS @ CONSTRUCT CATCH BASIN PER CNB STD. 306-L, 1YPE, H & W PER PLAN (j) @ CONSTRUCT LOCAL DEPRESSION PER CNS STD. 304-L CONSTRUCT COMMERCIAL DRIVEWAY APPROACH .1YPE II PER CNS SID. 161-L, MODIFIED, W ANO R PER PLAN (INCLUDING A.8.) ca @ CONSTRUCT PVC, SCH. 40, STORM DRAIN UNE. SIZE PER PLAN. BEDDING PER CNS SID. 106-L @ CONSTRUCT FULL DEPTH A.G. (8} SAWCUT AND REMOVE EXIST. CURB & GUTTER @ REMOVE EXIST. RISER @) JOIN STORM DRAIN JUNCTION STRUCTURE CONNECTION ASSEMBLY PER CNB STD. 312-L @) CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CNS SID. 310-L @ CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT 6" ATRIUM GRATE PER DETAIL 5 ON SHEET C-21 @ PROTECT EXISTING FACILITY IN PLACE @ CONSTRUCT 18" RCP (D-2000), BEDDING PER CNB SID. 106-L @ CONSTRUCT 24" RCP (D-2000), BEDDING PER CNS STD. 106-L @ REMOVE EXISTING FACILITY ®J ADJUST C.O. TO GRADE @ REMOVE EXIST. FENCE @ JOIN EXISTING STORM DRAIN -a· SCALE: 1"=20' M ~;au 1m 20' I d 40' NO. 4/i.1/0 NOTE: CONTRACTOR SHALL INSTALL DRAIN UNES TO CATCH BASIN LOCATIONS AND STUB ABOVE GRADE. CATCH BASINS ARE NOT TO BE INSTALLED, UNTIL FINISH GRADING l/llTH FINAL VERIFICATION BY LANDSCAPE ARCHITECT OF FINISH GRADE AND LOCATIONS. CONTRACTOR TO ALLOW FOR ADJUSTMENT. I AS $Ult.; G ofESSto ,._o A. DATE: DESCRIPTION BY REVISIONS PREPARED BY: CIVIL ENGINEERING LAND SURVEYING =--* """"' --?~~ RICHARD A. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., #31B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 \ \ \ \ \ \ \ \ \ \ \ STORM DRAIN C.L. DATA 0 BEARING/00.TA R L (j) N10'00' 43"E 231.34' a) N87i3'42"W 150.66' @ N10"13'22"E 128.49' \ \ \ \ \ \ \ \ \ \ I I \ I \ I \ \ \ \ DRAWING NUMBER: T SITE IMPROVEMENT· PLANS PRECISE GRADING PLANS BONITA CANYON SPORTS PARK C-19 SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC SHEET 20 OF 133 NEWPORT BEACH, CA J.N. 35.08 I i ( ' \ ' ~ ~ I 0 5 a " 8 0 ; ~ Si ~ z 5 C z ffi . □ ~ ~ ~ z "' " ~ C: 2l :'! " ~fo ""' -JJ il"if~ i'~~ ~~z ,u: C !~ m :D ) 0 :D ~ z G) NO. DATE DESCRIPTION REVISIONS CONSTRUCTION NOTES @ CONSTRUCT PVC, SCH. 40, STORM DRAIN LINE. SIZE PER PLAN. BEDDING PER CNB sm. 106-L \~-\ \' \ : \ \\ ~ I \ % \ ; I 11---.JIJi> "-... 1: ~ "-~ JI '> )' I . I ~' I ~ I I I I /II 1 . .,,,.,,,-::::::;';Ji!,--_;;-~~Ti -" ' _//,// @ CONSTRUCT FLAT CATCH BASIN PER DETAIL 3 ON SHEET C-21 @ CONSTRUCT DOMED CATCH BASIN PER DETAIL 5 ON SHEET C-21 @ CONSTRUCT 6" ATRIUM GRATE PER DETAIL 5 ON SHEET C-21 MID-RESTROOM BID Al TERNA TE SCALE: 1"=20' BY C-23971 p. 12-31- SCALE: 1"=20' PREPAR.ED BY: RICHARD A. MOORE, RCE 23971 DATE CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., lf31B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 o· 20' 40' BID Al TERNA TIVE GRADING PLANS DRAWING NUMBER: ____ P_R_E_c_1s_E_G_R_A_o_1N_G_P_L_A_N_s ____ C _ 2 Q BONITA CANYON SPORTS PARK SCALE: AS NOTED DA TE: 03/13/00 DRAWN BY: ROB CHE:CKED BY: TEC SHEET 21 OF 133 NEWPORT BEACH, · CA J.N. 35.08 ' i : ' J I z C s:.: CD m JJ --',tfl :cµ NOTES: 1. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM OR O.D. + 20" MAXIMUM. INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS. EXCEPT THAT RELATIVE COMPACTION SHALL BE 95% MINIMUM. 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE CITY FOR APPROVAL. DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FDR THOSE MODIFICATIONS OF PIPE STRENGTH AND /OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS EXCEPT THAT: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE-SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5' OR LESS, PAVEMENT SHALL BE REMOVED TD JOINT. 6. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (B) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT ANO ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT POINT. -------PROPERTY LINE DR EDGE OF WALK WHERE OCCURS-REFER TO PLANS TOP OF CURB CURB FACE---~ 'L' PER PLANS EXPANSION JOINT USE PEA GRAVEL CONCRETE 01--'~=--~-.sT""". O::;....;::Oa..." .... C;;..;;;UR=B-'F"""A"'"'CE=--..... T .... RA ___ N ___ SITI .............. O .... N __ ATRIUM GRATE (CAST IRON) GALVANIZED FINISH FLOW CONCENTRIC REDUCER (IF REQUIRED) STORM DRAIN SIZE & TYPE PER PLAN 0 ATRIUM DRAIN DETAIL N.T.S. TG PER PLAN NOTE 5 REPLACE WITH 1" THICKER A.G. SECTIONS. THEN EX. A.G. SECTION (COMPACTION 90% MIN.) O.D. (PIPE BARREL) TRENCH SHEETING OR SHORING IF USED UNDISTURBED SOIL, TYPICAL I TRENCH WIDTH I •,. . ' . . ,. . , .. '. ,·. -"i• -~. ~-·-~ ·._ ~ .. ·:·. • • • -~~-·-·· :-:-~·:_\ .. >< ~.\::·: \:::·: ~-:: ;--::-<~---~. /::(:!.: ?:~~::_;;~: --~.:: ~-~>~··; '·"'/, ... •; "'=-. '. . :· ,' ,----EX. PAVEMENT 18" MIN. AT PAVEMENT SURFACE BACKFILL 0 TRENCH DETAIL 7 NTS INV PER PLAN PRE -CAST CONCRETE BOX DRAINAGE PIPE SIZE & TYPE PER PLAN . DOMED GRATE W/ FRAME-~ (TRAFFIC LOADING TYPE) NDS #1280 OR #1290 GALVANIZED FINISH PLAN (DOME TYPE) (UNLESS OTHERWISE SHOWN) 12· ~ 4" 4• •. ~ . . • .... • . . . • . • •. ' . u:, .... • . . . . : DRAINAGE PIPE SIZE & TYPE PER PLAN ELEVATION OP OF GRATE (TG) PER PLAN :z ::,;; • co - POURED-IN-PLACE CONCRETE BOTTOM SLOPE TO DRAIN INV PER PLAN (";\ CATCH BASIN & GRATE 01---N.-T.S-.--------- AS e.Ull-T NO. DA TE: DESCRIPTION BY REVISIONS STORM DRAIN SIZE &: TYPE PER PLAN • • < .. 4 /NV PER PLAN < • • •4 ,;. u :z i!c ':E • "' 24" MIN. 2% 6" THICK MIN. 4 4 CAST IRON BEEHIVE GRATE & FRAME (ALHAMBRA FOUNDRY A-1850) GALVANIZED FINISH TOP OF GRATE (TG) PER PLAN PRE-CAST OR ..--~ POURED-IN-PLACE CATCH BASIN -BUILD FOR ALHAMBRA FOUNDRY A-1850 FRAME 0 :::HtVE CATCH BASIN NOTE: DRAONAGE GRA JES LOCA 1£0 IN ACCESSIBLE AREAS ARE TD HA VE OPENINGS LESS THAN 1 /2" WIDE IN DIRECTION OF TRAVEL PRE-CAST CONCRETE BOX DRAINAGE PIPE SIZE & TYPE PER PLAN . . .... CAST IRON GRATE W/ FRAME-~ (TRAFF1C LOADING TYPE) ALHAMBRA FOUNDRY A-2012 GALVANIZED FINISH PLAN (FLAT TYPE) (UNLESS OTHERWISE SHOWN) 6" 12· 6" . . . • ;.,. . • . ·•-' . u:, .. .. • •. . ' . . . .. DRAINAGE PIPE SIZE & TYPE PER PLAN ELEVATION TOP OF GRATE (TG) PER PLAN :z ::,;; • OJ - POURED-IN-PLACE CONCRETE BOTTOM SLOPE TO DRAIN PREPARED BY: CIVIL ENGINEERING LAND SURVEYING RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., #31B LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 3'-0" 1/2" R • • 0 • • 0 3'-0" V-GUTTER 2 f---'N"'-. T""".s.:;........;;.....;:;=-'-..:.=.:-'-- 1/2" R a <O 0i---:~...a-~::;.;-~::;....;'1J::.."--'-GU==-T,._,TER=~ DET A·IL SHEET PRECISE GRADING PLANS BONITA CANYON SPORTS PARK \ SCALE: NONE DATE: 03/13/00 DRAWN BY: RDB CHECKED BY: lEC NEWPORT BEACH, CA I I • i I DRAWING NUMBER: C-21 SHEET 22 OF 133 J.N. 35.08 ) z C s;; ID 93 0 :a ~ z G) ? 0 N N ' u ENERGY DISSIPATOR PER A.P.W.A. STD. PLAN 384-1, W=12' A l CHAIN LINK FENCE PER APWA STD. PLAN 600-1 I I I CONCRETE WINGWALL T-==r:: A j L _____________ _ . . 1 • . 97 ·•. . ,:: f ENERGY DISSIPATOR PER A.P.W.A. STD. PLAN 384-1, W=12' CHAIN LINK FENCE PER APWA STD. PLAN 600-1 r- 1 I ----l I I I I I ----1 I I 153.0 TOP PLAN N.T.S. •·. •. GU .ITE •.• I . ,•.· •. O LY>l· 'I· . . . : .. • .... r, · .•. -: : •. . . I . . •• 1·. ':..- 1 r-- ·o: _____ _,_ 151.5 TOP 12• NOM. DIA. RIP RAP @ 2• MAX. CLEAR. SPACING----~ 147.0 Fl 151.5 TOP 146.0 Fl L--------------.... -- I 0 I 0 CHAIN LINK FENCE PER APWA STD. 0 771 #4 @ 12· BbTH WAYS /14-5' DOWELS @ 12· o.c. 3-#4 -~:J-... /14 @ 18" PLAN 600-1 12" NOM. DIA. ROCK PER 5• O.C.E.M.A. STD. 1/809 1'-4" • "' - 5'-5" SECTION T-T N.T.S. I 1 ~ L ~- 4" FILLET L 6"x6" -10x10 WELDED MESH --l SECTION A-A N. T.S. 6"x6"-10x10 W.W.M. PCC 0 ENERGY DISSIPATOR 4---N.T.S. I 0 I CHAIN LINK FENCE o PER APWA STD. ~---~P~LA~N~6~0~0-~1 111 6" x 6"-10 x 10 W.W.M. 'lx,[······· :··. ~ . ' . ·. ·.··:·_ .• : • '• . GUNITE ONLY w GUNITE ONLY SECTION V-V N.T.S. • ..,. NO. DATE DESCRI PT/ON REVISIONS BY 8" PVC END CAP 3 i------0 DEAD-END PLATE & KICKER N.T.S. FINISH GRADE '1-, PER PLAN - 4 12" MIN. <J <J THRUST BLOCK PER CNB STD. 510-L-A :z ::a ;.-, RIP-RAP SHALL CONSIST OF LOGAL ROCK WITH WEIGHT OF APPROX. 1 TON EACH. ALL RIP-RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURF ACE WITH PORTIONS EXTENDING 12" ABOVE TOP OF ADJACENT GRADE. RIP-RAP APRON SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER AND COMPLETED TO THE SATISFACTION OF THE INSPECTOR. ,-;;\ UN-GROUTED ROCK RP-RAP 01---N.-T.S-.---------- PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., j/318 LAGUNA BEACH, CA 92651 RICHARD A. MOORE, RCE 23971 DA TE PH: 949-376-6407 FAX: 949-376-6417 TOP OF PAVING "' #5 REBAR W/ 2'-0" IMBED INTO PAVING 2-1/3 REBARS ~---+----->'] 9" 4'-0" ==7r=============~r== 11 11 II 11 11 EPOXY TO A.C. PAVING • 11 WHEEL BUMPER N.T.S. 3' ;.-, NOTES 1. ALL STROKES TO BE 3" WIDE. 2. PROVIDE TWO COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE SYMBOL 4. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN. 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. HANDICAP SIGN (TYP.) WHEEL BUMPER PER DETAIL ABOVE "' ~ :z :5 !L HANDICAP SYMBOL DETAIL N.T.S. • <( ffi f"=! I ~ 18" o.c . a.. en T ~ C.,· TYP. • CJ.,., Cl· '°ZO..__.. ,/'-<!-:) "'uco '\, ,;_:: EQ. EQ. m ~\ 9'-0" MIN. 9'-0" Ml 5'-o" TYP. 8'-0" FOR VAN 0 4" WIDE PAINTED BWE STRIPES. 2 COATS HANDICAP PARKING DETAIL N.T.S. DETAIL SHEET PRECISE GRADING PLANS BONITA CANYON SPORTS PARK SCALE: NONE DAT£: 03/13/00 DRAWN BY: RDS CHECKED BY: TEC NEWPORT BEACH, CA HANDICAP RAMP OR O" CF PER PLAN :z ::a 'b I <O :z "' ' 0 I "' - HANDICAP SYMBOL PER DETAIL ABOVE DRAWING NUMBER: C-22 SHEET .B.. OF 133 J.N. 35.08 ffo -.: -:IJ i1" -~ ~!z • G) F~~ i~ OJ ~ CONSTRUCT 1-TON UNGROlJTtil RIP-RAP PER DETAIL 2 ON SHEET C-22 = ~ " c-~ s m Ul <( ,.-, N I u c-w w :r: '.'.), "' O' <( [L Ul C-O' 0 [L Ul z '2 z <( u r r C: > ;::: v I V'J -J ,...p ' Cl) \/1 ~ r r ~ ~ f ----~ ~ ~ (' = ' ------ .. ---·--. _;__ PROFILE SCALES: HORIZ.: 1" 40' VERT.: __,__ ·--~ ., . ., ··---··--+ --~-~ --· ·---~ ~ ------y f--_, --- -~ f- ·H ::o::::-·--: _--. _..,,,,-J ___ _ ~1-_,-z~-1=~~ . ----,-- --4----, -· ::G=. t...: SCALE: 1 • =40' o' 40' 80' . ·- l·· -,- 7 ,_ ~ - ffl . , '--....... . =--,_. ~---+----· ..,_. .. LINE ·-. ·, ffl ···,-' ' • ·- =~ NO. DATE ~ -• ---~ -~~.~ • -------- ---. -·- . r ~ ~ -••...... . ~=: - •••• cc; ~ --..... .. . ..... ~ DESCRIPTION BY REVISIONS -~ ~ PREPARED BY: CIVIL ENGINEERING LAND SURVEYiNG r~s:rr::Z?rr::: ~t.m::..,mr;w; .) - - • .,. ---·-r--~ ~ • ~ ••• 10+00 11+00 CONSTRUCTION NOTES CONSTRUCT 66" RCP {D-1950) STORM DRAIN. BEDDING PER DET All 7 ON SHEET C-21 JOIN EXISTING STORM DRAIN REMOVE ANO DISPOSE EXISTING STORM DRAIN & HEADWALL IN CONFLICT CONSTRUCT JUNCTION STRUCTIJRE NO. 2 PER CNS STD. 311-L CONSTRUCT 39• RCP (D-1950) STORM DRAIN. BEDDING PER DETAIL 7 ON SHEET C-21 CONNECT TO EXISTING JUNCTION STRUCTIJRE CONSTRUCT 1-TON UNGROUTED RIP-RAP PER DETAIL 2 ON SHEET. C-22 REMOVE AND DISPOSE OF EXISTING CONCRETE V-CHANNEL CONSTRUCT ENERGY DISSIPATOR PER APWA STD. PLAN 384-1, W=12', AND DETAIL 4 ON SHEET C-22 RAISE EXISTING JUNCTION STRUCTIJRE MANHOLE TO GRADE · CURVE DATA 0 ,0. R L T @ 31"49'52" 90.00' 50.00" 25.66' @ 25"27'53" 45.00' 20.00· 10.17' @ 12•25'54" 750.00' 163.39' 82.02' @ 3"12'31" 2500.00' 140.00' 70.02' ® 27"29'09• 45.oo' • 21.59' 11.01· STORM DRAIN PLAN/PROFILE LINE "A" BONITA CANYON SPORTS PARK DRAWING NUMBER: C-23 1100 S. COAST HWY., #318 LAGUNA BEACH. CA 92651 PH: 949-376-6407 FAX: 949 376-6417 SCALE: 1"=40' DATE: 03/13/00 DRAWN BY: BHC CHECKED BY: TEC SHEET 1.±. OF 133 RICHARD A. MOORE. RCE 23971 DA TE NEWPORT BEACH, CA J.N. 35.08 =ti ) , -------; Ii E PROFILE SCALES: HORIZ.: 1 "=40' VERT.: 1• 4' -~~ :=: ~--... ~ --• ___ , 3 10+00 0 ci"' '!I q > Li:: O? 2 oz t-> i=o-z<q"z ~+----+-xwo-..t->-oN --:Li.. -w Z<( ~ ~ < cri CONSTRUCT 47.93 Lf OF 48" RCP (D-1600) ~ t;.::::. ~ t; ~ SCALE: 1"=40' M • I o' 40' ,,., "' N> .,., z +-ON "' < r..: I-"' V, - BO' ~ = - - . ---\r - 11 · _,,, --•• L.. 11+00 12+00 CONSTRUCT 219.32 Lf OF 36" RCP (D-1750) ~ ===t==f.~. --~~~ . - ---~r.:::. . --I. . ·-· ---·--·----,--- . -__ :;: . 'I' ---,--. .,.. ~~ -~-~ -- 13+00 14+00 15+00 LINE '' B '' NO. DAT£ DESCRIPTION BY REVISIONS 16+00 17+00 18+00 PREPARED BY: CIVIL ENGINEERING LAND SURVEYING mN<'ffi,..,..,_,,,.,,,.,.. ......... 'MlllL:...:::.:: sllltliu.t;I!lilG RICHARD A. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., /1318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949 376 6417 ~ 19+00 i,5 ~ ~ ~ CONSTRUCTION NOTES 0 (j) © 0 JOIN EXISTING STORM DRAIN REMOVE AND DISPOSE EXISTING STORM DRAIN & HEADWALL IN CONFUCT CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CNB S11l. 311-L CONNECT TO EXISTING JUNCTION STRUCTURE CONSTRUCT 48" RCP (D-1600) STORM DRAIN. BEDDING PER DETAIL 7 ON SHEET C-21 CONSTRUCT 36" RCP (D-1750) STORM DRAIN. BEDDING PER DETAIL 7 ON SHEET C-21 CONSTRUCT MANHOLE NO. 2 PER CNB S11l. 307-L CURVE DATA L T 122·02•25• 22.50" 47.93' 40.63' 91'07'38" 22.50' 35.79' 22.95' 01 ·20'11" 1942.00' 45.30' 22.65' 06'39'31" 1942.00' 225.69' 112.97' 814'09" 1942.00' 279.15' 139.81' 60'58'05" 22.50' 23.94' 13.25' 62'05'51" 22.50' 24.39' 13.55' ~ DRAWING NUMBER: STORM DRAIN PLAN/PROFILE ____ uN_E "_s·----C-2 4 BONITA CANYON SPORTS PARK SCALE: 1"=40' DAT£: 03/13/00 DRAWN BY: BHC I CHECKED BY: TEC SHEET Jl OF 133 NEWPORT BEAGH, CA J.N. 35.08 z C :§: [Il g:J D :0 ~ z G) -------- SCALE: 1"=60' o· 60' 120' NOTE: SANDBAGGING AS SHOWN WILL PROJECT. CONTRACTOR WILL B~EED TO BE MODIFIED THROUGHOUT THE AND PLANS AT ONE MONTH INTER~~~~IRT~RciO PROVIDE MODIFIED PLACEMENTS (NOVEMBER 15 TO APRIL 15) UGHOUT THE RAINY SEASON CONSTRUCTION PROCEEDS AND ~~~~ iii PLACEMENT SHALL BE MODIFIED AS ADDITIONAL EXPENSE TO THE CITY S ARE TO BE REPLACED AT NO MODIFICATION TO BE INCLUDED IN ·GRCOST OF THIS WORK AND PLAN LEGEND C:X::, SANDBAGS CONSTRUCTION NOTES @ INSTALL DOUBLE HIGH ROW OF SANDBAGS @ CONSTRUCT TEMPORARY GRAVEL ENTRANCE PER DETAIL ON THIS SHEET @ INSTALL SANDBAGS AT INLETS NOTE: PLACE 4" PVC DRAIN PIP WITH A.C. RAMP AT DR1-iw~.J7~s~~ GUTTER FLOWLINE GUTTER DRAINAGE FLOW IS BLOCKED. EET CURB & ADING BID ITEM. LIMITS OF GRADING AND PERMIT NO. DATE DESCRIPTION REVISIONS BY \ PREPARED BY:. CIVIL ENGINEERING LAND ™™ ,. SURVEYING """" ,w~ommE · ·. fl \, 1100 S. COAST HWY., #31B . , \J.J ~I---:7'\!\, \,. LAGUNA BEACH, CA 92651 RICHARD A'. MOORE, RCE z3971 DATE PH: 949-376-6407 FAX: 949-376-6417 _,,,,, SCALE: • - • • \ • I I I INDEX MAP SCALE: 1"=1000' • \ • • \ • - • \ EROSION CONTROL ·PLAN PRECISE GRADING PLANS ,._ B?NITA CANYON SPORTS PARK -60 DA TE: 03/13/00 DRAWN BY: RDS CHECKED BY: NEWPORT BEACH, CA I I ) ! P-sr:i-'-1-..s DRAWING NUMBER: C-25 TEC SHEET~ OF 133 J.N. 35.08 I < -ro m ro b ~ ~ ;o 2 . ' ; '· l • !" ~ cl ~ ~ u i I 0 5 0 0 ~ u 0 ~ 0 • u \; z I D 5 0 0 'il 0 ~ :,: 0 r □ ro n m □ 0 ~ 'll ~ 0 ~ ~ 2 i5 -z z C i JJ i ) 03 Jo &".it"~ ~ ~ *fa cs z ~~ DJ m JJ n, ;o tA ;p ~--~ \i"~z s <" G) ~E ~s: c;s DJ -m JJ ) 0 JJ ~ z G1 tJ ~ --;Ii!} ~ • • -------- \ ---------- • . ~----- ' .:::n~2::--c::=----:jt-~"---"=·'--::.ri:·~, ~,,......L-:/::__!_I·, \ • • \ i~ I[' • • \ I • NOTE: SANDBAGGING PROJECT CO AS SHOWN WILL N AND PLANS NTRACTOR WILL EEO TO BE MODI (NOVEMBER AT ONE MONTH IN~E REQUIRED TO p~EO lHROUGHOUT T ~g~,~~~; cifx},~~fc~~S 1 ~~D ~~~L!A~~\",;~~~:;~EMi~:~~O Jt~g~MENTS MDrnFICAmN TO sf l~~LTHE CITY. c~~~So'RE TO BE ~~~t,~E MODIFIED AS UDED IN GRADING F THIS WORK AND ED, AT NO BID ITEM. PLAN SCALE: 1"=GO' 0 60' 120· LEGEND C:X:, SANDBAGS (@) INSTALL DOUBLE NOTES Q HIGH ROW ll'.'.9 CONSTRUCT TEM OF SANDBAGS CONSTRUCTION PER DETAIL ON ~:~ GRAVEL ENTRANCE @ INSTALL HEIT SANDBAGS />.T INLErS NOTE· PLACE 4" PVC DR WITH A.C. RAMP /IN PIPE IN EXISll GUTTER DRAINAGE TFftwlVEWA YS IF S~Ei~TTER FLOWLINE IS BLOCKED. CURB & NO. DATE DESCRIPTION REVISIONS 2-3' CDARSE~,,,- AGGREGATE TEMPORARY NOT TO SCALE GRAVEL ENTRANCE PREPARED BY: BY C-23971 p. 12-31--~-.• RICHARD A.~~ ~\\£\\,. ' RCE 23971 DA TE ENG CIVIL !NEERING LAND SURVEYING 1100 S. COA -• '""" LAGUNA BEi6H HWY., /131 B PH: 9 ' CA 92651 FAX: 94;9-::_3376-6407 76-6417 SCALE: -- -------- 1J I I I I I ---------- -----i---- --- / I INDEX MAP SCALE· 1" 1 = 000' EROSION C PRECISE G~A~~RGOL PLAN BO PLANS 1·-. NITA CANYON -60 DATE: 03/13/00 D SPORTS PARK NEWPOR RAWN BY: RDB CHECKED BY: TEC T BEACH, CA ------- P-s,;,i., -s DRAWING NUMBER: C-26 SHEET .E.... OF 133 -- J.N. 35.08 ~ m " • z 0 ' ~ " ~ C ~ z $ _m ID \; C g:J I cl i ~ ;; ~ 11~ ,: 5 0 ' 'ii ~ ~ 0 ,/ =l ;p~z 0 z ~~& Gl . -,.. ~ e ~ z $ ~ JJ - DEX MAP IN 1" 1000· SCALE: SCALE: 1 • =50' O' 60' 120' E 0 LEGEND C:X::, SANDBAGS UCTION NOTES CONSTR ow OF SANDBAGS UBLE HIGH R '101' INSTALL DO y GRAVEL ENTRANCE ~ T TEMPORAR "er CONSTRUC N THIS SHEET 11::9 PER DETAIL O S OBAGS AT INLET @ INSTALL SAN EXISTING GU & NOTE: 4• PVC DRAIN PIP;~YS IF STREET CURB PLACE RAMP AT DRIVE BLOCKED. WITH A.C. INAGE FLOW IS TTER FLOWLINE GUTTER ORA NO. DATE: DESCRIPTION REVISIONS 3• COARSE 2-AGGREGATE TEMPORARY NOT TO SCALE GRAVEL ENTRANCE C-23971 E 12-31-01 xp. BY RICHARD A. \ -- ------------ ----=---- • • I DIFIED THROU PLACEMENTS NEED TO BE MO ROVIDE MODIFIED ASON ~f ~~AGGl~iN'il..~rit .,~~,~~t~'"i\:',68c!:~:T ":~A':tB~ ';;o,tig AS PROJEC\s AT ONE MONlH SAND BAG PLACE~o BE REPLACED, A GHOUT THE AND PLAER 15 TO APRIL 15)N.D WORN BAGS ARTEHIS WORK AND PLAN (NOVEMB ROCEEDS A COST OF CONSTRUCTION P~NSE TO THE CITY.GRADING BID ITEM. ADDITIONAL EX O BE INCLUDED IN MODIFICATION T -- ' RED BY: PREP A CIVIL • NTROL PLAN EROSION <;>ADING PLANS DRAWING NUMBER: Q\t-"6\4\,. MOORE, RCE 23971 DA TE ENGINEERING LAND SURVEY!~~ HWY /f318 1100 S. c~:i6H, CA., 92651 LAGUNA 76_6407 PH: • 994499-::_3376-6417 FAX: SCALE: PRECISE PARK N SPORTS BONlT A CAN YO . ROB CHECKED BY: TEC DRAWN BY. 1"=60' DATE: 03/13/00 EACH, CA NEWPORT B C-27 OF 133 SHEET 1§.. -- J.N. 35.08 - ' ' ) I ' i / ' I I a a .:. ' ~ -~ -~ : ... -..._;. -.... __ ----,,--·-l2:! NOTE: SANDBAGGING AS SHOWN WILL NEED TO BE MODIFIED THROUGHOUT THE PROJECT. CONTRACTOR WILL BE REQUIRED TO PROVIDE MODIFIED PLACEMENTS AND PLANS AT ONE MONTH INTERVALS THROUGHOUT THE RAINY SEASON (NOVEMBER 15 TO APRIL 15). SAND BAG PLACEMENT SHALL BE MODIFIED AS CONSTRUCTION PROCEEDS AND WORN BAGS ARE TO BE REPLACED, AT NO ADDITIONAL EXPENSE TO THE CITY. COST OF THIS WORK AND PLAN MODIFICATION TO BE INCLUDED IN GRADING BID ITEM. SCALE: 1 "=60' o' so· 120' LEGEND C:X:::, SANDBAGS CONSTRUCTION NOTES NOTE: INSTALL DOUBLE HIGH ROW OF SANDBAGS CONSTRUCT TEMPORARY GRAVEL ENTRANCE PER DETAIL ON THIS SHEET INSTALL SANDBAGS AT INLETS PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB & GUTTER DRAINAGE FLOW IS BLOCKED. NO. DATE DESCRIPTION REVISIONS 2-3" COARSE AGGREGATE TEMPORARY GRAVEL ENTRANCE NOT TO SCALE 0 \ \ I \ \ PREPARED BY: BY CIVIL ENGINEERING LAND SURVEYING U'l'.""i1'1":@l· 2.;.t!i,¾i!]o£,i_ifil~'l>l.'lml!i: ~Q \J..____-, 'b \"'\,. RICHARD A. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 \ I • \ \ ~- 1\' ~\ , .\ I I 1 \ l ~. I -" \ \ ' I--. • .,. Ale---,_\ \ \.:.t;,~ INDEX MAP SCALE: 1"=1000' EROSION CONTROL PLAN PRECISE GRADING PLANS BONITA CANYON SPORTS PARK - SCALE: 1"=60' DATE: 03/13/00 DRAWN BY: RDB CHECKED BY: TEC NEWPORT BEACH, CA -- ------ DRAWING NUMBER: C-28 SHEET 29 OF 133 - - J.N. 35.08 - I I l Ii • 0 ' i • - • z C ~ s: 2 '" m ~ J] 2, " z " l POINT TABLE Point CURBS 100 IOI 102 103 104 !OS 106 107 !OS 12:7 12:S 129 132: 133 134 152 153 154 155 156 157 ISS 159 160 161 162 163 164 165 166 167 l6S 169 170 !SI IS2 183 184 185 186 187 1S8 189 190 201 202 203 204 205 Northing 9622, 768 9632, 285 9622, 407 9625, 735 9650, 419 9631. 179 9643, 312 9646, 390 964S, 945 9775. 379 9778, 572 9774, 724 9703. 547 9699, 699 9696, 507 9567, 599 9577, 603 9574, 41 I 9578, 641 9567, 12:S 9580, 743 9616, 2:46 9609, &60 9617, 556 9611, 171 9650, 419 9600. 991 9591. 299 9590, 037 9636, 696 9639, 889 9644, 296 9642, 094 9643, 690 9725, 426 9727, 022 9726, 588 9725, 456 9726. 649 9705, 562 9702, 369 9697, 960 9700, 165 9696. 566 9617, 256 9615, 660 96!3, 22! 9621, 026 9615, 916 701 700 Eo.stlng 20562, 063 20556. 993 20557, 437 2:0536. 719 20540. 684 20524. 720 205!0, 099 20512.653 20509. 575 20357, 199 20353. 351 20350. !59 20294, 997 20291, 004 20295. 652 20429, 083 20437. 384 20441. 232 20443. 883 20449. 186 20456.882 204&6, 341 20494. 037 20500, 42:2: 2050S, lIS 20540, 664 20528. 121 20525, 657 20535. 577 20469. 525 20465, 677 20466. 036 20466, 656 20464, 932 20366, 42:7 20364. 503 20366. 452 20362, 554 20358. 706 20339. 550 20343, 397 20341, 039 20342.218 20344, 142 20442. 999 20444, 923 20444. 375 20446, 12:7 20452, 284 150 CONSTRUCTION NOTES @ PROVIDE STRIPING AS INDICATED oo· Point Northing CURBS ( C □ NT, ) 436 9657, 410 437 9659. 326 436 9661, 634 439 9784.2:3S 440 9761. 929 441 97S3. S45 476 9781. I 10 486 487 48S 489 490 491 492 493 494 495 496 497 49S 499 501 502 503 504 505 506 0 0 ,c; r--- 977S, 801 97SO. 717 9716.073 9714, 157 9711. S4S 96BS. 041 96S6. 126 9683. Sl7 9635, 64S 9637, 564 9635, 255 9713. 160 9715, 468 9717. 384 9706. 610 9704,694 9707, 003 9629, 099 9626, 790 9624. S74 70 70 @ CONSTRUCT HANDICAP PARKING STRIPING, SIGNS & BUMPERS PER DETAIL 1 ON SHEET C-22 SCALE: 1 "=40' o· 40' so· Eo.stlng 20516, 599 20514, 290 20516, 206 2:036a. 448 20366, 532 20364, 223 20342. 463 20340. 547 20338. 236 202:&4. 599 202&6, 908 202S4. 992: 202:aa. 62& 20290. 937 20289. 021 2045a. 260 20455. 951 20454, 035 20360. 147 20362, 063 20359, 754 20350. 815 20353, 12:3 20355. 039 2044Er. 927 20447. 011 20449. 320 704 Point BUILDINGS 600 601 60c 603 FIELDS 700 70! 702: 703 704 705 706 707 10a 709 710 711 712: 713 714 715 716 717 716 719 7 757 75Er 759 760 INDEX MAP SCALE: 1"=1000' Northing 95!fr.940 9539. 374 9565. 540 9545. 106 8890. 937 BS9I. 02:S 9041. 02& 9040. 937 9089. 090 9184. 874 9c42:. 592: 9146. sos 9212, 359 9308. 142 9365.860 9270.077 9291. 596 9368. 223 9460.572 9383, 945 9616. 349 9577. 545 9562, 769 9524. 2:91 9518. 947 9494, 096 9472. 45g 9447. SSl Easting 20496. 151 20471, 525 20493. 236 20517,862 20506.070 20431,070 2043!. 252 20506, 25! 20503, 527 2038S. 091 20435. 9g3 20551. 419 20543. 24a 20427, 812 20475. 704 2059!. 140 20603. 940 2051 !. 591 2058S,2I& 206SO. 567 20321:. 567 20290. 317 203fr7. 208 20355.280 20425. 834 20430. 957 20434, 423 20437. 364 7 7 7 713 NO. DATE DESCRIPTION REVISIONS 4" WHITE STRIPES PER SID. SPEC. FOR PUBLIC WORKS CONSTRUC1lON BY l>REPARED BY: CIVIL ENGINEERING LAND SURVEYING GM""if ,,.,, \ -:..~,.,:{filmr77 'l Fl'~ RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., /1318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 FD. GEAR & SP . & W. LS 5 78, FLUSH , I [ I I I I I I I I I : I I I 1 \ I I I I I I I I I I ! I 11 1 BASIS OF BEARINGS w > - z 0 >- z < u < I--z 0 co \ I : I \ I : I 1 I : I : I : I l I 1 I \ I \ I \ I I I I 1) I ; ' u I I I I r; ' THE CENTERLINE OF MESA VIEW (BUFFALO ROAD) BEING N 20'59'52" E AS SHOWN OF TRACT MAP NO. 15317 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. I I I / / / I HORIZONTAL CONTROL/STRIPING PLAN PRECISE GRADING PLANS DRAWING NUMBER: BONITA CANYON SPORTS PARK C-29 SCALE: 1"=40' DATE: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC SHEET 30 OF 133 - - NEWPORT BEACH, CA J.N. 35.08 ' ' ' I I , I • ~ ' i ' ' ~ j,_ ___ ...J 'O ~ flt z T 0 -~-□ r 0 ~ f Il " n 8 0 cl,~ ~ ~ 'O m 0 " ~ tz rn < ,g ~ ,::, _(j) ,: z -rn s:>sz m ~ 3 C: ' ~ w -~ > " z '" ....... i;fl n ~ Il ~ '!I ~ w 0 --~ "" 'O ~ z I 0 D r 0 Il ~ " ~ 0 0 " 1l 0 m 0 " ~ z ~ z 0 (j) a z E C o· ¢=30.00' / SCALE: 1"=40' 40' BO' \ \ FD. SPK. & W. LS 5878, FLUSH NO. DATE DESCRIPTION BY REVISIONS I 7 • • I • • ...... - POINT TABLE • Point BUILDINGS 604 605 606 607 FIELDS 720 721 722 723 CONTROL '398 999 Northing 9423, 841 9456. 678 9448. 379 9415,543 9462. 535 9696, 160 9568, 013 9334. 388 9189, 330 9643, 246 Eostlng 21621. 119 2162'3.936 21660.841 21652. 024 21729. 520 21818, 511 22154,931 22065. 940 22144,918 22319. 140 BASIS OF BEARINGS THE CENTERLINE OF MESA VIEW (BUFFALO ROAD) BEING N 20'59'52" E AS SHOWN OF TRACT MAP NO. 15317 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. INDEX MAP SCALE: 1"=1000' PREPARED BY: HORIZONTAL CONTROL/STRIPING PLAN PRECISE GRADING PLANS DRAWING NUMBER: CIVIL ENGINEERING LAND SURVEYING .. f*"""'""""""iB:5'~']!'[5MJiM'""Wl"'ll'f',WJ'-,?~ BONITA CANYON SPORTS PARK SCALE: 1"=40' DA7E: 03/13/00 DRAWN BY: RDB CHECKED BY: TEC C-30 SHEET l!.. OF 133 RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., 1/318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 · NEWPORT BEACH, CA J.N. 35.08 I iii z • C 0 ' ~ s: -• ~ 2 rn '" ~ 93 ~ ~ 2 " U) -- 0 0 " ,J, • • ---- BASIS OF BEARINGS THE CENTERLINE Of MESA VIEW (BUFFALO ROAD) BEING N 20°59'52" E AS SHOWN OF TRACT MAP NO. 15317 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. SCALE: 1"=40' O' 40' 80' -- INDEX MAP SCALE: 1"=1000' D 0 5 \ \ --- 16 p 32 321 ,, - 381 3~0 ---- cp 325 327 X 3 31 xx 20 31 -- NO. ------~----------------------- ,._ 50 ' I 2 9 40 X X 2 ~1 27 9.u11; 242 243 le 7r: CONSTRUCTION NOTES @ PROVIDE STRIPING AS INDICATED TYP. 9.00' TYP. @ CONSTRUCT HANDICAP PARKING STRIPING, SIGNS & BUMPERS PER DETAIL 1 ON SHEET C-22 DATE DE:SCRIPTION BY @ 608 ' 610 245 478 ,, I 246 b 0 d 407 "' ,p 410 ,p 411 412 413 414 ,p 257 ,p 442 256 18.00' - FIELDS 724 9410. 020 725 9219,734 726 9268. 279 737 9222, 418 738 9185. 266 739 9202. 694 740 9348. 356 761 9388. 118 762 9378. 074 763 9358, 174 764 9377. 692 765 9356.989 766 9302. 984 767 9297, 457 768 9311. 366 • I POINT TABLE POINT TABLE ' 1,1 611 247 • • I ---·--- • ---·--- • • • w ·w • V) Point r: 248 ,p 24 CURBS 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 44. I I I 9' 443 cp 444 18.00' 445 • • • • • • D.it.UG r 22549. 706 22501. 161 22310,875 22356, 134 22501. 763 22531. 129 22568, 289 22758. 081 22731. 903 22722. 725 22793. 573 22800, 756 22796. 608 22775. 310 22743, 696 • PREPARED BY: CIVIL ENGINEERING LAND SURVEYING ~"J!mF'~rn~"•™:i:=m Northing 9067, 315 9081. 769 9078. 061 9123.716 9124, 952 9129, 797 9132, 269 9167. 151 9164. 434 9168. 310 9167. 341 9180, 925 9181. 893 9185. 769 9188. 469 9280. 520 9276,979 9291. 514 9276, 514 9276, 551 9281. 551 9280. 301 9291. 896 9135, 176 9135. 917 9164, 986 9164, 245 9191. 376 9192. 117 9278. 355 9277, 613 9256, 903 9253. 932 9253. 523 9245, 104 9244. 558 9240. 594 9239, 235 9253, 944 9248, 991 9230, 769 9227. 994 9203.023 9202,281 9021. 716 9020. 974 8995.974 8998, 801 9023. 764 9023. 022 9117. 290 9117. 735 9132, 717 9133, 976 9123, 995 9127, 912 9142. 013 9138. 022 9137. 302 9134, 309 9067. 758 9068. 500 9064. 509 9064. 778 9053.806 9291. 146 9294. 052 9243.202 9243, 008 9118, 439 9070. 549 9070. 751 9054, 008 905!. 015 9060, 900 9063, 877 9064. 250 9072, 686 9073, 184 9077, 152 9078, 609 9074, 645 9075, 183 9066, 7:,9 9067, 161 9064, 189 9079, 259 9082, 207 9082, 766 909!. 119 9091. 864 9095, 793 9097, 944 9094, 020 9094, 805 9086, 468 9087. 057 9084, 116 9100, 576 9103, 491 9104, 205 9114, 890 9115, 843 9119, 726 9121. E,30 9115. 811 9117, 295 9071. 281 9067, 573 9053, 010 9157, 303 9148. 567 9149, 525 9145, 644 9146, 814 9152, 632 9154, 086 9181. 252 9179, 799 9185, 617 9183. 407 9179. 523 9178, 574 9169, 829 9169, 118 9166, 202 9143, 141 9146.094 9145.571 9153, 943 Ee.sting 22578, 162 22582, 173 22596, 707 22608,354 22603, 510 22604, 746 22595. 056 22603,955 22614, 606 22615, 595 22619, 476 22622, 867 22618. 986 22619, 975 22609. 394 22632, 877 22646, 757 22650, 465 22650, 502 22665, 445 22665, 433 22670, 274 22673. 268 22595, 798 22592, 891 22600, 307 22603, 214 22610, 135 22607, 228 22629.229 22632, 136 22865, 198 22864, 783 22867, 755 22866, 595 22870, 557 22870, 021 22880, 286 22885, 327 22987, 206 22991. 326 23048. 405 23047, 191 23072, 180 23066,817 23091. 806 23091. 671 22996. 498 22997, 847 23022, 836 23025. 636 23010, 643 23011. 387 22988, 861 22988,241 22979, 041 22984, 799 22984, 529 22995. 171 22994, 969 22989, 452 22978, 477 22978, 207 22974.216 22973, 474 22676. 173 22676, 918 22880, 800 22884, 795 22995, 884 22992, 647 22989.654 22970.481 22970, 274 22867, 741 22868, 110 22865. 133 22866. 191 22862, 222 22862, 728 22851. 561 22851. 032 22847, 068 22845, 925 22842.952 22842, 544 22749, 835 22750, 389 22747, 442 22749, 025 22745, 095 22745. 849 22734,812 22734, 035 22730, 113 22728. 445 22725. 503 22724, 910 22650, 961 22651. 671 22648. 757 22651. 377 22647, 492 22648, 453 22640, 828 22639, 363 22633, 549 22621. 810 22636, 345 22632, 751 22658, 969 22656, 813 22652, 930 22651. 963 22647. 291 22648, 756 22642, 935 22649, 717 22655, 538 22657, 003 22665, 872 22664, 915 22668. 800 22666, 665 22669, 579 22668, 872 22778. 473 22779, 001 22781. 955 22783, 438 Point CURBS 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 442 443 444 445 446 447 477 478 500 BUILDINGS 608 609 610 611 Northing 9153, 245 9154, 090 9150, 143 9149, 503 9141. 111 9140, 631 9137, 669 9122, 439 9125. 426 9125, 152 9134, 116 9133, 751 9137, 735 9137, 056 9131. 078 9130, 588 9102,681 9103, 171 9097, 193 9097, 503 9101. 488 9101. 844 9110, 806 9111. 073 9114, 061 9127, 437 9124, 478 9124, 933 9116, 533 9117,140 9113, 188 9115, 259 9119, 207 9119, 858 9128, 243 9128, 731 9131. 691 9159, 498 9156, 584 9220, 345 9211. 604 9212, 553 9208, 669 9210, 766 9216, 584 9218, 067 9241. 340 9238, 868 9248, 571 9247, 523 9243, 639 9242, 690 9233, 945 9233, 234 9230, 318 9207, 382 9210, 336 9209, 820 9218, 196 9217, 508 9221. 450 9219, 128 9215, 181 9214, 542 9206, 149 9205, 670 9202, 708 9184, 166 9187, 160 9186, 971 9196, 790 9196, 539 9200, 534 9199, 672 9184, 689 9184, 244 9173, 286 9173, 731 9158, 750 9159, 774 9163, 767 9164, 018 9172, 999 9173, 187 9176, 181 9191. 714 9188, 747 9189, 192 9180, 788 918!. 381 9177, 427 9180, 294 9184, 242 9184, 894 9193, 278 9193, 767 9196, 726 9222, 549 9219, 633 9157, 185 91l9, 405 9119,286 9119, 167 9026, 748 9026. 867 9026,986 9235, 763 9236, 006 1095!. 474 9313, 758 9311. 815 9272, 477 9270, 534 HORIZONTAL CONTROL/STRIPING PLAN PRECISE GRADING PLANS BONITA CANYON SPORTS PARK $CAL£: 1"=40' DAT£: 03/13/00 DRAWN BY: ROB CHECKED BY: TEC REVISIONS RICHARD A. MOORE, RCE 23971 DATE \100 S. COAST KWY., #318 LAGUNA BEACK, CA 92651 PK: 949-376-6407 FAX: 949-376-6417 NEWPORT BEACH, CA 22787, 377 22806, 316 22805, 667 • m 22809. 616 ~ 22808. 255 22811. 217 ' ~ D 22810, 741 22930,855 22931. 134 22934. 122 22934, 944 22938, 928 22939. 285 22947, 050 22946, 540 22952, 520 22950. 233 22944. 253 22943, 744 22940, 140 22940. 488 22936, 504 22937, 304 22934, 316 I 22934,588 22824, 404 22823, 955 22820, 990 22819, 701 22815, 747 22815, 132 22802, 128 22802, 771 22798, 825 22800, 209 22797, 249 22797, 743 22662,596 22661. 882 22679, 001 22676, 866 22672,980 il 22672, 023 D □ m 22663, 607 D rn 22665, 072 < z 22659, 258 22665, 195 C ~ m D 22674,885 22677, 303 8 " > D 22681. 529 22680,572 22684, 457 22682, 322 22685, 236 22684, 530 22794, 195 22794, 716 22797, 671 22799, 133 22803.073 22803, 752 22817,559 22816,911 22820, 860 22819.503 22822, 464 22821. 990 22987. 442 22987, 636 22990, 630 22991, 248 22995, 240 22995, 434 23013, 169 23012, 440 23027, 433 23027, 108 23012, 115 23011. 359 22992, 934 22993, 177 22989, 184 22989, 750 22986, 756 22986, 949 22840. 804 22840, 364 22837, 397 22836, 137 22832, 181 22831. 579 22813, 378 22814, 021 22810, 074 22811. 459 22808, 499 22808, 992 22682, 622 22681. 915 22788, 065 23043, 707 23047, 705 23051. 703 23048, 959 23044, 960 23040, 962 22991. 569 22986, 575 23101. 741 23000, 367 23040, 320 22998,360 23038, 313 DRAWING NUMBER: C-31 SHEET B._ OF 133 J.N. 35.08 ~ z .m ~ ~ 0 D z ;; u ,; z :t 0 ~ 0 " 0 n 'U 0 ~ 5 z ~ z .m " ► ~ cl ii ;; z C $'. CD m II ~r c:, -;r□ a-· I i~tB .... ttl z T'"ic 3;: [Il m II ) 0 II ~ z G1 □ □ □ E 0 • I • • I ----~ --------. ---~------~ • -----'' □ V) □ I • w • ' z -I !ID ~ ~ • • I • I I • • • I • • o· 744 □ ~ D I 743 f;, ◊ • • SCALE: 1"=40' 40' ----- 727 0 8 742 ~ -- 0 □ 0 0. 741 □ □ --- I I -- □ --- I I -- --- -- \ □ -- 730 - TYP. 3 0 NO. DATE: \ \ DESCRIPTION BY REVISIONS -rn 0 CONSTRUCTION NOTES Q) PROVIDE STRIPING AS INDICATED @ CONSTRUCT HANDICAP PARKING STRIPING, SIGNS & BUMPERS PER DETAIL 1 ON SHEET C-22 PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 11¥9 , ®¥@~£1 N'i'l"-w~m"'·"'BY RICHARD A. MOORE, RCE 23971 DATE 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 I I POINT TABLE Point Northing Eo.stlng ------------------------------------ CURBS 448 9033.393 23483. 559 449 9048. 106 23480.640 450 9051. 228 23495.312 451 9055.872 23494, 324 452 9D63, 157 23528, 557 453 9100, 153 23529, 151 454 9102, 456 23528, 526 455 9104,684 23529, 660 456 9110, 324 23518, 585 457 9221. 638 23855, 522 458 9213, 770 23870, 972 459 9218.225 23873.241 460 9213.538 23874, 981 461 9180. 724 23887, 158 462 9195, 124 23919, 058 463 9191. 713 23920, 598 464 9197. 884 23934, 269 \ 465 9184, 326 23940, 686 466 9172,925 23891. 775 467 9177.040 23900, 889 468 9180. 715 23899. 230 469 9167, 591 23882. 114 \ \ \ \ \ \ \ \ I I 470 471 472 9191. 366 23874. 385 9D81. 450 23536. 308 9057. 675 23544. 037 \ 473 9051. 271 23519, 840 474 9053. 353 23529. 621 475 9043. 596 23531. 813 479 9096. 442 23517. 736 480 9052. 471 23519, 585 I \ I I I I I I I I I I \ '-: I I '-.: 481 9111. 661 23519, 266 482 9113. 087 23518,802 483 9221. 818 23853, 233 484 9218. 965 23854. 161 485 9163. 782 23895. 824 FIELDS 727 9314. 840 23152.807 728 9118. 546 23146. 977 729 9112. 715 23343. 271 730 9160. 272 23465. 832 731 9220. 990 23652.589 732 9407. 747 23591. 871 733 9440. 524 23692.676 734 9253. 764 23753. 396 735 9314, 483 23940. 153 736 9208. 847 23712. 268 741 9081. 368 23287, 124 742 9085, 581 23136. 890 743 9110. 433 23113. 471 744 9260. 687 23118. 184 745 9145. 715 23528. 599 746 9192. 184 23671. 528 747 9222.613 23687.025 748 9365.575 23640. 545 749 9377. 788 23678. 110 750 9234, 826 23724. 589 751 9219. 329 23755. 019 752 9265. 798 23897. 947 BASIS OF BEARINGS THE CENTERLINE OF MESA VIEW (BUFFALO ROAD) BEING N 20'59'52" E AS SHOWN OF TRACT MAP NO. 15317 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN . INDEX MAP SCALE: 1"=1000' HORIZONTAL CONTROL/STRIPING PLAN PRECISE GRADING PLANS DRAWING NUMBER: C-32 BONITA CANYON SPORTS PARK SCALE:: 1"=40' DA TE: 03/13/00 DRAWN BY: RDB CHE:CKE:D BY: TEC SHEET 1.L OF 133 NEWPORT BEACH, CA J.N. 35.08 I~ • 0 ' ~ ~ ~ I I ' ' ' i .m ~ C 1l " ~ z C ~ CD m :0 -p ~ ) .1 • ()\ , 'f~'"''''"f'.i'".''"'","""" ""' """"""' _""'..,,.,......,"'"""""""'· --•~"!<}"'" ·"'=-~:v"""' C "' ·,-, ,_,,,_.,--, ~~-=,;.,,,,_a1,~':':'. :C1E==±'':,''f "' '"'·"'"'•·""""[:'':.":"'l'':r'~"1":::'.:-' ",c;-,'':cf:'"''!: , . ,;;,;;_; ·.,,-. ;r,c::.,;ccc:,c;;:cj-------r_ • -1_ c="'F"' - I f-o,;rc 110. ·---· , Ptt) ":~l~ SCb, tt'E~: H0Rl2.: f'co-?O' \Furr.: r'~':;-r -a~,.,,~,n "'""""""'-~..<• = ..,_,,.~•"""'-'-""'_..,,,.,~ I I l ·-[ l fJESCPiP Ti ON PY ! i . --~-=; __ ~-t=~--1.:,•., ~:::c=r=-= --i----I:-.. ·1 r~':' 1 :c::r-:::1-:n ,_ ", _,., .,.. ... l;-=i:-· , ,r:::::::t----0.r=-/ -1 ~"'_) ;: __ , -'t :::1""" , __ -~?~---:~~ f ' ·I ! j ,, "' --..I" .r;:-- ffl ~-~:-" :-- !IE - -E 10+00 SCALE: 1"=20' o· 20' ·- ~-~-~-~ 11+00 40' ' -~ 12+00 CONSTRUCT a• PVC (SDR 35) SEWER LINE. TRENCH AND BEDDING PER DETAIL 7 ON SHEET C-21 CONSTRUCT SEWER MANHOLE PER CNB STD. 401-L CONSTRUCT 6" SEWER CLEANOUT PER CNS STD. 406-L CONSTRUCT 6" SEWER LA 1ERAL PER CNB STD. 406-L TRENCH AND BEDDING PER DETAIL 7 ON SHEET C-21 = ~~~~ -- ~ ---- ~ ~ PROFILE SCALES: - HORIZ.: 1•-20' VERT.: 1" 4' 13+00 14+00 PREPARED BY: CIVIL ENGINEERING LAND SURVEYING ™™"™~~~;as 1100 S. COAST HWY., /1318 LAGUNA BEACH, CA 92651 RICHARD A. MOORE, RCE 23971 OA TE PH: 949-376-6407 FAX: 949 376 6417 ffl ii ±=!"==fl ~- ~ ~ ~ ~ ~ ;j: 5 15+00 16+00 SEWER PLAN/PROFILE DRAWING NUMBER: ____ LI_NE_"A_" -----1 C-3 3 BONITA CANYON SPORTS PARK SCALE: 1"=20' /DATE: 03/13/00 /DRAWN BY: BHC CHECKED BY: TEC SHEET 34 OF 131. NEWPORT BEACH, CA J.N. 35.08 ' i_ ~ z _m ~ z c:: s:: ~ i'-------' ) / C:I.H'1VE OJI.Th 0 ~ R L 0) 3·53'07" 4045.G0' 274.30' I T I 137.20' 2 u 0 L 0 2 (j) E 0 n ·~ PROFILE SCALES: HORIZ.: 1" 20' VERT.: 1"-41 0 16+00 -··-·· --··-···-·- 0 3'53'07" ' - CURVE DATA R L T 4045.00' 274.30' 137.20' SCALE: 1"=20' O' 20' 40' ---· .. ~4__~~~~·· -==----+--~~- ~ ~ _, -~·~ ~~~~ -~ - --~s 17+00 ij 18+00 CONSTRUCTION NOTES CONSTRUCT s• PVC (SOR 35) SEWER LINE. TRENCH AND BEDDING PER DETAIL 7 ON SHEET C-21 CONSTRUCT SEWER MANHOLE PER CNB STD. 401-L CONSTRUCT 6" SEWER CLEANOUT PER CNB STD. 406-L CONSTRUCT 6" PVC (50R .35) SEWER LINE. TRENCH AND BEDDING PER DETAIL 7 ON SHEET C-21 CONSTRUCT SEWER DROP MANHOLE PER CNB STD. 403-L INSTALL CITY PROVIDED 12" COVER ON DROP. NO. DATE: ~~ -~ ~ ~~~ ~ 19+00 20+00 DESCRIPTION BY REVISIONS RICHARD A. MOORE, RCE 23971 - PREPARED BY: DATE CIVIL ENGINEERING LAND SURVEYING ,._ ¥-a tdhii 9$-W i es .L,IWlia$ 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949 376-6417 I ES ~-~- £! I E 21+00 22+00 SEWER PLAN/PROFILE DRAWING NUMBER: LINE nA" C 34 --~-----1 = BONITA CANYON SPORTS PARK SCALE: 1"=20' IDA TE:: 03/13/00 DRAWN BY: BHC CHECKED BY: TEC SHEET ~ OF 133 NEWPORT BEACH, CA J.N. 35.08 I I' ! ' i I ! C/1 s:::-(\ 0 :S E :o ~ .. ~~ >"as ==--~2 SC ·-s::: :J)~ Cl :0 Z'· <:'t'> ) 0 :0 !>. ~ z G1 E 0 0 :g " PROFILE SCALES: - HORIZ.: 1" -20' VERT.: 1" 4' - 18 -·-1------· ~--I---·--1 ·.: ..... :: ... .:_-:...1-:· ___ :::r:- I I ·-::::0: z _..:..~ . • • 'ili" -·-·--······ -· ----_,,_, __ -·-··--··· ··-·· --.. .,.. 10+00 SCALE: 1"=20' o' 20' 40' - --·-· •••. -----. ~ + . ~ ,.-_ • :o· 11+00 LINE ,, B ,, ~ • It-: .... -~ ' . ----- -, 12+00 NO. DATE ______ , DESCRIPTION REVISIONS gl BY . . --- ·• ~ = 3=lll PREPARED BY: CIVIL ENGINEERING LAND SURVEYING ..,,_....,,,rm....,, --•-nnmi,.ii,i;.._;,,_ RICHARD A. MOORE, RCE 23971 DA TE 1100 S. COAST HWY., #318 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949 376 6417 ~ CONSTRUCTION NOTES (@ CONSTRUCT 8" PVC (SDR 35} SEWER LINE. TRENCH AND BEDDING PER DETAIL 7 ON SHEET C-21 @ CONSTRUCT SEWER MANHOLE PER CNB STD. 401-L @) CONSTRUCT SEWER DROP MANHOLE PER CNS STD. 403-L. INSTALL CITY PRO'v1DED 12" COVER ON DROP. SEWER PLAN/PROFILE DRAWING NUMBER: . LINE "B" C 3 5 t--------1 ""' BONITA CANYON SPORTS PARK SCALE: 1"=20' DATE: 03/13/00 DRAWN BY: BHC I CHECKED BY: TEC SHEET 36 OF 133 NEWPORT· BEACH, CA J.N. 35.08 ~ . z ~ C: ' ~ " s: " TI z !TI m I; ~ :0 co z " \ I " \;: tA z a ~o r t :0 □ ~ n S:-·~ ~ ~ □ ~ m :s --I TI ~ :., ~ A) --oz ~ a rl,-G) z ffi . ~~E ~ ' 'a , -,s: " ~ TI !TI 11 ~ ;:rt. co z :.: " ..JJ €" --·-4J ~ ) I I / / SCALE: 1"=20' O' 20' 40' SCALE: 1"=20' o· 20' 40' / I I l . . WEST PARK RESTROOM ~ -- -·------- --------" -----· I I I • I ·--i--- CONSTRUCTION NOTES MID PARK R EST ROOM . @ CONSTRUCT 2" SER\IICE PER CNS sm. SOJ-L, TRENCH & BEDDING PER DETAIL 7, SHEET C-21 @ INSTALL RPP BACKFlOW DE\IICE PER 'cNB sms. @ RELOCAlE EXIST. FIRE H'rDRANT PER CNB STD. 500-L (VERIFY WET BARRR TYPE) @) CONSTR.UCT 3/4' COPPER WATER LINE, TYPE K @ CONSTRUCT GATE VALVE AND VALVE ANCHOR PER CNB. STD. 510-L-C NO. DATE. DESCRIPTION BY REVISIONS \ 11 I I \ I I \ \ \ ( \ \ \ + ,· t ' PREPARED BY: RICHARD A. MOORE, RCE 23971 DA TE CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., #316 LAGUNA BEACH, CA 92651 PH: 949-376-6407 FAX: 949-376-6417 IREJ;l'rDRANT BEH IY~EW SlyEWALK I PROtT E UTIU UN \ IN Pl!ACE w I • I I I I I EXISTING I WATER PLANS WEST & MID PARK RESTROOMS BONITA CANYON SPORTS PARK + -;p ,~ "o' SCALE: 1"=20' DA TE: 03/16/00 DRAWN BY: ROB CHECKED BY: TEC NEWPORT BEACH, CA P-Sl':1-4-S DRAWING· NUMBER: C-36 SHEET IL OF 133 J.N. 35.08 . I ' ' ' I ' ! ' ffi z 0 C ' I g ~ " .m (lJ n m ~ :0 C cl D ~ ~ ~ ~~ a :so r 0 ....... JJ ~ n ;tit~ 0 D ~ ;g ~ m D " ~ }J~z ~ ~ ~ D "" Si G) < z rn Jr~z m ~ i~ ' '5 " • < " z Ill _m ~ m C JJ cl D ~ ~ i 1E i I D !; l,l> §5 r D " n m D t-f~ 0 ~ ;g m D " ! "'z"G)z ~ z C z !i.-~ m ~z rn 0 :oil~ ~ ~ " ~ z Sll DJ _m ""-m ~ JC' JJ ~ !,l j: ·t,,., ~ --v&, ~ ) ~ ~ a 0 r D ~. ~ n ~ D ll ~ m D " ~· 2 rn < a 7 G) • z ~ M l!l v 0 0 "' ;;; ~ • ~ r;; ' " / / -----------~ --------------..... ' ' CONSTRUCTION NOTES ® @ @ @ ® @ @ @ ® @) @ @ REMOVE EXIST. PLUG & lHRUST BLOCK CONSTRUCT 12" x a• REDUCER &: lHRUST BLOCK PER CNB STD. 510-L -B CONSTRUCT a• C.V. GATE VALVE PER CNB STD. 508-L CONSTRUCT a• PVC, C900, CL 200 WATER LINE. BEDDING PER DETAIL 7 ON SHEET C-21, MIN. 36" DEPlH COVER CONSTRUCT FlTllNG &: lHRUST BLOCK PER CNB STD. 510-L -A CONSTRUCT FIRE HYDRANT PER CNB STD. 500-L • CONSTRUCT 2" SERI/ICE PER CNB $11). 503-L. lR£NCH & BEDDING PER .DETAIL 7, SHEET C-21 INSTALL RPP BACKflOW DE\1CE PER CNB S11)S. CONSTRUCT DEAD END PLATE AND KICKER PER DETAIL 3 ON SHEET C-22 CONSTRUCT 3/4" COPPER WATER LINE, T'r1'E K CONSTRUCT GATE VALVE AND VALVE ANCHOR PER CNB STD. 510-L-C CONSlRUCT 1" SERw:E PER CNB S11l. 502-L. lRENCH & BEDDING PER DETAIL 7, SHEET C-21 . -H-~- 10+00 --I I I II I I l I I I I Ill I I D I I \ I I I I 0 / X f" -...J I I I I I X I I I I I I SCALE: 1"=20' 20 --__ ,_ ~ =:IBI ~ 1 rt=_P_R_O_F_•L_E_S_C_A_L_E_S ...... =. HORIZ.: 1•;.20• VERT.: 1"=4' 10+50 I X EAST 40 NO. N, "' -- D I I SCALE: 1 "=30' 0 30 WEST OF EAST PARK RESTROOM EAST OF EAST PARK RESTROOM X 0 t" a, X N 0 (.TI X PARK RESTROOM DATE DESCR/P7JON BY REVISIONS ' ' PREPARED BY: CIVIL ENGINEERING LAND SURVEYING 1100 S. COAST HWY., #318 V\ \ LAGUNA BEACH, CA 92651 1,.,..--"1-, \~\ • • PH: 949-376-6407 RICHARD A. MOORE, RCE 23971 DAlE FAX: 949-376-6417 I I I WATER PLANS • I N 11 I II I 11 I I I I I J'1 I I 11 I I 11 I : I I! i I El> I I I j I I I 11 I ----LEC l-1 I 11 I Ill I I "' I I I I II I I I I : Ill : I 11 I I 11 I I 11 I I 11 I I :1: I I 11 I I I I I I 11 I I 11 I I 11 I I Ill I 11 I J II : IN 11 I :3 II I :,,. 11 I DRAWING NUMBER: I I ! I I I -~ EAST PARK RESTROOM C 3 7 1------------1 .... BONITA CANYON SPORTS PARK SCALE: 1"=2o' DA TE: 03/16/00 DRAWN BY: BHC CHECKED BY: lEC SHEET ~ OF ill NEWPORT BEACH, CA J.N. 35.08 I i I 0 I z G1 IRWD DOMESTIC WATER NOTES A. 8. C. 0. E. F. G. H. I. J. K. L. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICTS "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 DR (949) 453-5615. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48- HOURS PRIOR TO START OF WORK. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS. TO 8£ ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, IQ-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURF ACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY SlREETS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTIONS, ALL WATER MAINS 6-INCHES THROUGH 12-tNCHES SHALL BE CLASS 150, A WWA C-900 PVC, UNLESS OTHERWISE NOlED. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER D1SlRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISlRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. WHERE METERS AND METER BOXES ARE LOCATED 'MTHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. N. INDMDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. P. Q. R. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL ANO VERTICAL LOCATION BEFORE CONSlRUCTION. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS THE CONTRACTOR WORKING ON IRWD WATER LINES MUST HAVE A 'C-34" LICENSE DR A CLASS • A" GENERAL CONTRACTING LICENSE. IRWD OFF-SITE RECLAIMED WATER NOTES (1) ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. (2) RECLA.IMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, EITHER CLASS 150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. DIP MAY BE USED WITH THE APPROVAL OF THE DISTRICT BUT IT MUST BE MARKED WITH · PURPLE MARKING TAPE. (3) ALL 1-INCH ANO 2-INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. DO ESTIC ATER, REC LAI EWER IMPROVE FOR ED WATER, ENTS AND BONITA CANYON SPORTS PARK IRWD SEWER NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. 0. P. Q. R. s. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALL CONFORM TO THE DISlRICTS "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND " CONSlRUCTION MANUAL", AS LAST REVISED. THE SEWER CONTRACTOR SHALL HA VE A COPY OF THE DISTRICTS STANDARD SPECIFICATIONS ON THE JOB. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY THE D1S1RICT ENGINEERING OFFICE SHALL BE CALLED FDR INSPECTION FOUR /4) WORKING DAYS BEFORE START OF WORK AT (714) 453-5300 OR 453-5615 A PRE-CONSlRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSlRUCTION WORK THE CONlRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSlRUCTION STATIONS SHOWN AS 0+00.00 ARE SEWER STATIONS ANO ARE INDEPENDENT OF ALL OTHER STATIONS ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE lRENCHING ANO A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR ALL SEWER MANHOLE LIDS ARE TO HA VE "IRWD" CAST THEREON AS SHOWN IN DRAWINGS S-4 THE OISlRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM ANO LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF IRVINE OR OTHER APPROPRIATE AGENCIES IF OUTSIDE THE CITY OF IRVINE INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISlRICTS "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONS1Rl';;TION MANUAL", AS LAST REVISED. ALL SEWER LINES SHALL BE BALLED iN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPU. TION OF ALL LEAKAGE TESTS PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, ANO THE BACKFILL HAS BEEN ACCEPTED BY THE DISlRICT INSPECTOR ALL SEWER MAIN LINES 6-INCHES AND LARGER ARE TO BE INSPECTED BY THE DISlRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S. ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT 'MTH A SET AS-BUILT MYLARS OF THE SEWER PLAN CURBS SHALL BE INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERALS CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS THE CONTRACTOR WORKING ON IRWD SEWER LINES MUST HAVE A "C-34" LICENSE OR A CLASS "A" GENERAL CONTRACTING LICENSE. DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BB'ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUlllERN CALIFORNIA 8 7 6 5 4 3 2 1 NO. CONSTRUCTION NOTES & ESTIMATED QUANTITIES NO. OESCRIP.TION QUANTITY DOMESTIC WATER CONSTRUCTION NOTES ® RAISE EXISTING BLOWOFF ASSEMBLY TO GRADE PER IRWD STD. W-22 RECLAIMED WATER CONSTRUCTION NOTES ® HOT TAP ON EXISTING 8" WATER LINE WITH THRUST BLOCK PER IRWD STD. W-12 @ FURNISH AND INSTALL 4" R.W. GATE VALVE PER IRWD STD. W-7 @ FURNISH AND INSTALL 4" PVC, C900, CL200 PURPLE WATER LINE PER IRWD STD. W-11 @ FURNISH AND INSTALL 4• SERVICE WITH 4" TURBINE METER IN VAULT PER IRWD STD. W-17 @ FURNISH AND INST, LL 4" SERVICE WITH 3" TURBINE METER IN VAULT PER IRWD STD. W-17 @ FURNISH AND INSTA, L 6" SERVICE WITH 6" TURBINE METER IN VAULT PER IRWD STD. W-18 @ FURNISH AND INSTAL: 6" R.W. GATE VALVE PER IRWD STD. W-7 @ FURNISH AND INSTALL 6" PVC, C900, CL200 PURPLE WATER LINE PER IRWD STD. W-11 SEWER CONSTRUCTION NOTES ® CONSlRUCT 6" SEWER CLEANOUT PER IRWD STD. S-9 @ CONSTRUCT 6" VCP SEWER LINE. BEDDING PER IRWD STD. S-8 (PRIVATE) @ CONNECT TO EXISTING MANHOLE PER APWA STD. PLAN 208-1 NOTE REGARDING ESTIMATED QUANTITIES THE ABOVE ESTIMATES OF QUANTITIES ARE PROVIDED FOR PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND/OR CONTRACT(S). PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE P!ANS BY THE CITY Of NEWPORT BEACH. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTIIJTIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR REMOVAL OF AW EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRACIING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. 4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO 1 EA 3 EA 2 EA 180 LF 1 EA 1 EA 1 EA 1 EA 90 Lf 2 EA 165 LF 1 EA COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CITY OF NEWPORT BEACH. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF IRVINE. DATE REVISIONS JOB SITE SAFETY CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER QR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNOERGROUNO PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UllUTIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILmES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONlRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. IRVINE RANCH WATER DISTRICT VICINITY MAP NTS ,_ lli " i,:j 'Ii e: 55 fil "' BARRANCA [ :,i » ALTVN PKWY l'l ~ <.> § ~ fil "' OWNER CITY OF NEWPORT BEACH 3300 NEWPORT BLVD. NEWPORT BEACH, CA 92658 CONTACT: MICHAEL SINACORI PHONE: (949) 644-3342 ,;~s %~ ORA WING SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 INDEX MAP SHEET 3 DOMESTIC WATER PLAN SHEET 4 RECLAIMED WATER PLAN SHEET 5 SE\\fR PLAN NOTICE TO CONTRACTOR /RV/NE C£N7ER OR SAN D/jf I f11 CITY OF IRVIM NTS PROJECT LOCATION FOR APPROVAL OF DOMESTIC WATER, RECLAIMED WATER, AND SEWER FACILITIES W/0 40261P, 50261P, 60261P PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED. ~ 4 t./-/13~ C~t,e 'o>~z,4-~ 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND !I' C-23971 E~p. 12-31-01 APPROVED B~ DATE HAS PROVIDED INQUIRY 1.D.# _________ _ SUPERVISED BY REVIEWED BY CIVIL ENGINEERING DATE DATE 2. THE UNDERSIGN AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION .,, 1 -~ P-t;"l-r-1-~ SIGNED ___________ _ SIGNED DOMESTIC WATER, REC!-AIMED WATER, AND SEWER IMPROVEMENTS PROJECT NO. 35.08 LANDf---------------------------1----------1 SURVEYING BONITA CANYON ,100 s. COAST HWY •• #318 PH, 949-376-6407 sp·· ORTS PA·RK LAG~BE~CH, CA 92651 FAX: 949-376-6417 "\UL Gil ~\11\. 1---------------------i RICHARD A. MOORE, RCE 23971 DATE NEWPORT BEACH, CA SHEET _1_ OF 5 39 133 " ~ z ~ 0 5 " n m ~ 0 " " m D " ~ m < g i' < z ~ • □ ' ~ " " s " z .m ~ C ~ D " z ~ UJ I-z w ::!! ~ 0 0:: 0. i i 0:: I -' ~ 0:: ,( 0. UJ " ~ I-z 0:: ~ 0 0 r 0. □ ~ n UJ ~ D 'll z-D " ~ ~ ~ 1' Q z I ,( (.) ,( I-z 0 11:1 ' CD 0 II) C') z C s: R1 JJ V\i" l ::, 0 1 .... JJ ~ ~ ii'~~ r1-j~ [D rn JJ -0 I U'l ) -'"" ..c ' I (/1 0 ;i:i ~ z r.i SEO RW METER #1 PROPO SEE SHEET 4 / \ I u ( f ·)\ I \ \ I -- I I -- -·- 8 7 6 5 4 3 2 1 NO. I I I cp 0 r ,, n ;! j~~-~1 ~::::- 11 • DATE • I ) I "'i-l'/ (-. ~ ' ! f--- l • , . • • • - • • • PROPOSED RW METER #2 SEE SHEET 4 0 REVISIONS 100' 200' CIVIL ENGINEERING LAND SURVEYING --949-376-6407 WY #318 PH: 949-376-6417 1100 S. COA~~ HCA .,92651 FAX: \ LAGU~EA /\.•• \I\__-~\Ill, " \..A. DATE RICHARD A. MO ORE RCE 23971 PROPOSED MANHOLE SEE SHEET 3 I I METER #3 PROPOSED ~E SHEET 4 □ lff H 0 • --- ER AND '"·ED WAT ' R RECLAw, p DOMESTIC WATE. 'veMENTS INDEX MA SEWER IMPRO N CANYO B~~6TR~S PARK ORT BEACH, CA NEWP \ \ \ \ \ -- P-51 =l-1.f-.S PROJECT NO. 35.08 SHEET OF 40 2 5 133 ) E i JJ -- PROFILE SCALES: HORIZ.; 1• 20' VERT.: 1· 8' 1+00 ~ ~ --~ -+ l-------' -"'""----~· --1-.......... 1+50 2+00 2+50 CONSTRUCTION NOTES DOMESTIC WATER CONSTRUCTION NOTES @ RAISE EXISTING BLOWOFF ASSEMBLY TO GRADE PER IRWD sm. W-22 3+00 8 7 6 5 4 3 2 1 NO. ~ ~ =ccc --~~-~ j,_ ~ --- -····--,.,:.. ,;-:-~_Cl ,-: -~--~---_ - 3+50 DATE a;; -_ •• -:R 11 •~ i j . --· g_ ~ . --~---- liml-ID --,stit~ 4+00 REVISIONS ~- 4+50 -=== - 5+00 5+50 PLANS PREPARED BY: CIVIL ENGINEERING LAND 6+00 6+50 • DOMESTIC WATER IMPROVEMENTS - 0 SCALE: 1"=20' ,2-0 40 P-l:W-J PROJECT NO. 35.08 • • '™ "'"''"-~~!!!l!re-x-,s-T_I_N_G_2_4_" _D_O_M_E_S_T_IC--W-A_T_E_R_L_I_N_E-;------I 1100 s. COAST HWY., #318 PH: 949-376-6407 SHEET 3 LAG••• n[ACH, CA 92651 FAX: 949-376-6417 BONITA CANYON SPORTS PARK ¼ ) 0 Q \J.---, ~ \ \~ \ . , OF 5 RICHARD A. MOORE, RCE 23971 DATE NEWPORT BEACH, CA 41 133 ) z C s CD m JJ □ ;.o ~ z G) ~ m ~ E 0 ~ 0 0 ~ '" 0 □ ' < ' n ~ , 'O ~ ' ~ "' RW METER #1 l I \I\\ !~1 \ ~~'--__,,,.,, _,-.,~--~-~ -"'~-----·------ _........,._ -···-----·' RW METER /11 ~-111c==1 ":j· ,/ SCALE: 1'' =30' ~ -..... -------- KEY MAP 8 7 6 5 4 3 2 1 NO. -..... -..... -..... ~ -..... -..... ~ SCALE: 1 "=30' 0 30' 60' -..... ~ -..... -..... -..... / I , j ' ( I ( RW METER #2 \ DATE REVISIONS ,I \ \ \ \ \ \ SCALE: 1"=30' RW METER #3 RECLAIMED WATER CONSTRUCTION NOTES HOT TAP ON EXISTING 8" WATER LINE WITH THRUST BLOCK PER IRWO STD, W-12 FURNISH AND INSTALL 4" R.W. GATE VALVE PER IRWD STD. W-7 FURNISH AND INSTALL 4" PVC, C900, CL200 PURPLE WATER LINE PER IRWD STD. W-11 @ FURNISH AND INSTALL 4" SERVICE WITH 4" TURBINE METER IN VAULT PER IRWD STD. W-17 @) FURNISH AND INST ALL 4" SERVICE WITH 3" TURBINE METER IN VAULT PER IRWD STD. W-17 @ FURNISH AND INSTALL 6" SERVICE WITH 6" TURBINE METER IN VAULT PER IRWD STD. W-18 (@ FURNISH AND INSTALL 6" R.W. GATE VALVE PER IRWD STD. W-7 @ FURNISH AND INSTALL 6" PVC, C900, CL200 PURPLE WATER LINE PER IRWD STD. W-11 SCALE: 1"=200' t 1 M I 0 200' 400' P-S-l':f-1.f.-~ PLANS PREPARED BY: RECLAIMED WATER IMPROVEMENTS PROJECT NO. CIVIL ENGINEERING 35.08 LANDt----------------------------1--------...I 1100 S. COAST HWY .• #3~;··~;-;;:;:r~~ soN1r A cANvoN LAGU~A<:_H,CA92651 FAX: 949-376-6417 SPORTS PARK 'LJLC\i ~ '.> \1<\ \.. ,------------------1 RICHARD A. MOORE, RCE 23971 DATE NEWPORT BEACH, CA SHEET 4 OF 5 42 133 'O ,; z I D r D 'O " ~ D ~ ~ ~ i w < z B I z " □ ' ~ " " " z m ~ C a l! " 'O ~ J: □ r □ ~ n § 0 D 'O m 0 " ~ w < ~ B < z m m ~ ' jj " " s " z _m \; C a D z " : I i 'O ,; z :,c 0 r 0 " " m 0 0 ~ 'll m 0 " ~ ro < I~ 0 z z C ffi ~i~fo ~1 i~z "" ::;; (j) )l'°<..$ z ~~ C 'Ss:; OJ m JJ -~ ! ('I 0 l fl J~~ ~ .a. ::s ~ z <fr sa· ~ ri CD ~~ ) 0 :D ~ z (j) -' "' --~ oJ ft I I I I I I I I I I I I I I I --____, I I ' I I I I I I I I ' ! I SCALE: 1"=20' MM w I 0 20 40 ---1 ----·-- 1+00 -~ .• . isl ~ ~cee~. cl' ' ~-~ . 2+00 CONSTRUCTION NOTES @) CONSTRUCT 6" SEll[R CLEANOUT PER IRWD sm. S-9 @ CONSTRUCT 6" VCP SEWER LINE. BEDDING PER IRWD 510. S-8 (PRIVATE) @ CONNECT TO EXISTING MANHOLE PER APWA sm, PLAN 208-1 8 7 6 5 4 3 2 1 NO. DATE 3+00 REVISIONS - ti PROFILE SCALES: HORIZ.: 1•-20' VERT.: 1"=2' ~ .~ ~ ~ ~ ~ -- / PLANS PREPARED BY: CIVIL ENGINEERING SEWER IMPROVEMENT PLAN PROJECT NO. 35.08 . LAND1------------------------'-------"' SURVEYING EAST PARK RESTROOM 1100 S. COAST HWY., #318 PH: 949-376-6407 LA~ !E~CH, CA 92651 FAX: 949-376-6417 BONITA CANYON SPORTS PARK SHEET OF ~w)._0_.\{\___. -;\,(\_\.. r-----------------l RICHARD A. MOORE, RCE 23971 DATE NEWPORT BEACH, CA 43 5 5 133 I I I - ~ k ~ z G) -.8 - ~ ~ ~ O. la § 9l !I! u © 0 'O :G O § £S§ :l: © -~ O> C -- ~ § ~ o. E o. 8 (} C ~E~ -0~ §;, (!) E c,1: §-~l u "O _f;; ~ .92 $! .; §-.o © 0 0 2'. -t! 9l O "' !I! 11':i >-OJ 0 '!j C ~ © 0 $ r-J L - - I @24 12"wxl8"dcont.ftg. ~-~--J.-A--5~,,.--12 w I (2) #5 bars t & b • &#3tlesat lB"oc stepped footing per G~;) typ J L - - - - -- - - - - - - - RESTROOM FOUNCATICN NOTES: 1. Refer to construction notes & typical details. Sheet A-5. l. 2. 3. 4. Refer to floor plans for dimensions not shown. TYPICAL BUILDING SLAB: 3 l /2" Concrete slab reinforced with # 3 bars at 18" o.c , each way at slab centerline. over 2" sand over 6 mil vapor barrier, over 211 sand base. over compacted' subgrade. Slope finish floor a minimum of l /4" per foot. typical, to drain (per drawing). Provide a medium broom finish where slab is to remain exposed. At East RR, all elevations Indicated are relative to +O.OCY = 203.5 At West RR, all elevations indicated ore relative to +0.00' = 197.0 At Mid RR, all elevations indicated are relative to +0.00' = 177.0 (Depress slab as required at ceramic tile areas to account for c~mbined thickness of tile and mortar bed. Coordinate thickness of tile and mortar bed to determine top of slab elevations.) • • A-5.2 ----------, r - - - - -, r-----, r - - --- - ----, I L-7 ~---t r -J (4) #7 vert. bars~ 31-411 X 21-811 X 12" thk. pad ftg. 'e ~ w I (3) #4 bors each way L~~, -, ·,? I l,. - - - - .J I '-7 1-----1 I , ·lo I /,-_L.-'f---,,::_..,: .1"'::f--:'_'-_ _L._-f'_'--_.L._-'_'--_LI~ * w r - - !.. '4-'+-"---i.:: L -~I 1(),51'. () ~ I i' s:,':' I "q 24" w X 12" d J_nt. ffg. i' 1&.,. w/ (2) #4 oo't't & b 1 14 I A-5.2 72"wx 1211 d cont. ftg. I W/(1)#4bart I 1 1 '<?,, 1 &(3)#4barsb t-- - .,-:=;: -.. ~ _,,_;..,_~.Ll,J/.-- I l /4" / . I 12:I > --- - - - 1 slope. t p 1 I I I I 'q,?9 I 117,'r··-rc; ,L<.._,1-r _____ _ I L I +0.02ff -,--------~ I 'O q,.,__ ,~ • 0 '"..,. ;;>· I 15<' 1 24"wx 12"d cont.ftgi4 w/ (2) #4 A-5.2 barst&b ________ r-, I I I--------, I I '5 I I S:,· -l.17'tof 54"wx 12"d --;f'---+.,<'1----,1-1 cont. ftg. W/ (1) #4 bar t -- 7211wx 12"d cont. ftg. 1 & (3) #4 bars b r -J I +0.02 ff 1/4" / ~- Slope, WP I I ----------' I I I L - - - - -- - - - - - - J r - - - - --- - - - - - -, -0.50' tot, _______ .;-}':]-i--------,, :-1 11 I 1 ' I 12 A-5.2 W/ (I) #4 bar t & (3) #4 bars b typical uno I I , 1 l611 wxl2'1 dcont.ftg. -'=L"--. w/ (l) #4 bart & b. typ uno I e:::zr ,: : 1· : : : : : L--.J I +0.02 ff s -, I I - - - ' ---... I ----+--,hi- r \ 7 I I I I r \ +0.02 ff 1/4" / ~- slope, typ @24 l2"w x 18" d cont. ftg. --'-----'--.f-...,.A~-S~2-1 w I (2) #5 bars t & b • &#3tiesatl8"oc rJ L-, I rJ L-, : 1777 L ----------f --J VL~,,,)_,__: ___,@\_2_2____, 3'-0" sqr. x 18" thk. pad ftg. 1 LLLI r ----- - - - - - i - - -, l/1/J 1 ~w/(3)#4barseachway L ___ J L J I --- I --A ~ refer to Irrigation, electrical and civil plans for sleeving locations through the foundation see detail 8/A5. l q ~ refer to sheet A-3.1 for building data and scheduled Items all dimensions are to face of masonry, not face of finish (typ.) 811 21-011 ~ I/ /I ;:..-=+-' ------1. V / J q co ?? ro R 1 '-4" q co 6'-8" 4'-0" 11 '-411 F -1.3 I I I I 4'-8" .E£illK MAINTENANCE 0 TT" 8" I/ o --'j----'---'z 1-------+-----+---_J_ tz] 10'-0" 21-811 FLOOR PLAN APPROVED ~ ~ "E g CHECK MARK INDICATES APPLICABLE BUILDING· REF: r----t--+-___________ __j_ _ __J 0 0.-:§ £ Jl ~ l'v1' East Restroom Building, 1990 Ford Road :i! g,1:'E IQ! -(l) 0 (.) '.E"-0'< ~ ~ ~ 6 0 West Restroom Building, 1641 Ford Road 4'-011 8" 2'-' 31_411 A" 41'-4" 26'-0" 6'-0" l '-4" 6'-0" 12'-0" 9 co q N I/ AVSO STORAGE I/ J y1 , ~ eH~ ,-. ._ 8'-8" 811 811 4'-Q" I/ ....., l Q'-8" , RDl n:r.R~2r1_.::...::.... __ f-,Fl'--.....:..:::.._-f+--J---~:!::!'.::__ ___ __::::j~J..1 •-4" ',.. ... .,,. I ,1 'I I L 11 '-4" 4'-0" 41'-4" Men's Interior eleygtlon key B A~C D / / , LITTLE LEAGUE STORAGE ------ LITTLE LfAGI IF STORAGE -/ - 8 ---_.,_ --~ ~ ____________ _:~:,' I-~ /1/ 0 --------+--------':""k----, --4--- 16'-0" 21'-4" 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 Scale: l /411 = l '-011 BONITA CANYON SPORTS PARK East Restroom Building FLOOR & FOUNDATION PLANS o.!l§,;;J! DATE ~ ~-§ § FOUNDATION PLAN O Mid Restroom Building, 1880 Ford Road DATE BY DESCRIPTION APP'D. DESIGNED DRAWN RON YEO, FAIA ARCHITECT, INC, g i Jl ~ Scale: l 14" = l '-0" ( dd' · 5[XJ JASMINE AVE. CORONA DEL MAR, CA 92625 : r,, _______________________________ _;;;;;,;;;:,~:,.:.:.;::,JL..-----~!a~~1~ti~v~e~a~l~t!e~r~n!a!te~b~i~d~i!te;m!!!;):_ ________ L _________ !RE~VI;S~I~O:N~S-------J~CHE~~cKE~D::==1D~A~TE~===t.:Ph~o:n:•:~9:49:-6~4~4-:81~1~1 ~Fax:: :94:9-~64~4~-0~44:9::::.._L_~~~!~~:_J Plot Date: ._..,;.;;_,..- 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH A-1.1 PUBLIC WORKS DEPARTMENT SHEET 44 OF 133 2/28/00 ~ I I I I I '· z C I ~-----' ) CJ JJ ~ ~ '---~--_-- - - -------1-,1 ,_----~ ~-::7 Framing Plan Keynotes: I I I I I I I I --,_ I I I I I I I I 11 L' - - 0 Simpson ST 18 strap at all rafter splices (typical condition -not keynoted) 2 Slmspon ST6224 strap at rafter splice 3 Slmspon ST6224 strap at top plate splice 4 Slmspon MST37 strap at top plate splice 5 Simspon MST60 strap at top plate splice 6 Slmspon ST6224 strap at blocking splice 7 Slmspon ST6236 strap to blocking and plate 8 Simspon MST 48 per detail 4/ A-5.3 9 6 x 6 king post 10 4x6 post w/ EPC post cap, Shape exposed end of ridge to match depth of rafters, l l multiple studs for full bearing at beam l 2 4 x 4 post w/ Slmspon CC44 to beam and Slmspon CB44 to wall 13 Simspcn MST37 strap to blocking and rafter l 4 Slmspon MST37 to top plate and rafter 15 4 x4 past w/ Simson CB44 at bottom & ECC44 at tap. Rotate CB & ECC straps 90°, Shape exposed end of ridge to match depth of rafters. FRAMING PLAN 6x18t,eom _,, __ _ Scale:. l / 4" = l '-0" RESTROOM FRAMING NOTES: l ' 2, 3. 4, 5, 6, Refer to construction notes & typical details, Sheet A-5. l. TYPICAL ROOF SHEATHING: 23/32" thick APA rated sheathing with exterior glue, 40/20 span index, 10d nails at 6" oc BN and EN, 12" oc field. Do not drive nails through exposed lower face of 2 x decking. Use l 6d nails for edge and boundary nailing at rafters and beams. Layout per detail l / A-5. l , All beams shall have l /2" radius at all exposed edges. All rafters shall have l /2" radius at exposed edges and 3 l /2" radlused ends. Refer to detail 18/ A5.3 Nail decking with (2) 16 d nails at each rafter/beam. Provide Slmspon STl 8 strap at top of rafters at rafter splice at ridges and beams. denotes shear wall. Refer to schedule, Sheet A-5. l. Top number denotes shear wall type, bottom number denotes minimum length (In feet). -- - - - - - - - I 11 '--+,HI---+-callfornia frame at I hatched areas, typ ------ 4x l ridge ---, ---ffl:t- 4 x 6 strut blocking _, __ _ E CHECK MARK INDICATES APPLICABLE BUILDING: l8li East Restroom Building, 1990 Ford Road 0 West Restroom Building, 1641 Ford Road □ Mid Restroom Building, 1880 Ford Road (additive alternate bid item) REF: DATE BY DESCRIPTION REVISIONS ROOF PLAN APPROVED DATE APP'D, DESIGNED DRAWN CHECKED DATE ,--, I I L -.J I I I I I I I - - - - - - - - - - - - - - L - 7 -1-- - - ,--J I L-7 I I I cricket I ------- I I 21-011 ,--, L -.J L --- - ---- I r -J I I L - - - - - - - - - - - - - - RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-81 l l Fax: 949-644-0449 ,--, I I L -.J ~ -,------- I ,--, I I L -.J RESTROOM ROOF PLAN NOTES: l. Roof Pitch: 6: 12 2, Roof Material: Monier-lifetile "Slate" concrete shingle roof, class A Refer to color schedule on sheet A3. l. 2'-0" --------------------,--r--~~ ---,----------- 6: 12 typical - - - - - - - - - - - - - - - - - - - - J 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena,CA 91108 626 795-2008 FAX 626 795-2547 Scale: l /411 = l 1-011 BONITA CANYON SPORTS PARK East Restroom Building ROOF & FRAMING PLANS · CITY OF NEWPORT BEACH A-1.2 PUBLIC WORKS DEPARTMENT SHEET 45 OF 133 . li ,t '_I m D 0 ' , ,-ij > D ~ a m D rn < i" < ~ D 0 ' " > D ~ 0 ~ ~ • < z C i 0 ' " ~ ~ ~ m D rn < i" • £ 2 C ~ s: z m _m ~ m JJ I) D z ;;; D ~ 03 z a ~~ 0 r -it JJ 0 n ;r~~ 0 D D 0 ~ XI~~~ 6 z ;g;;z J: r-~c 'o '$ s: < z .m m ~ m " JJ ~ 0 D z ;;; D ~ F~□ z , 0 5 -t--!r-JJ " ~ ~ 0 ~ 0 i' fffi ~ 6 z § §z l . C ~ :§ s: z I gi "' ...., ~ .-JJ 2l J :!I V> " .J:: ~ -~ ~ ) D ~ z a 0 5 JJ " ~ 0 D D 0 l( z " 0 GJ z . Plot Date: 2/10/00 steelgri~ '0::3) thlnset ceramic tile accet strip) C-8 split faced emu w/ random ashlar coursing ( B l ) EXTERIOR ELEVATION 1----+-··-·--·-···-··-············-·-·········· ······-······· \ -·--r·- ·=1 ·-._t:: 0 ~ ~~~;;===·=··=·· =-=····=···=1----Tl-ll 5/8" plywood i--·-·1• ·-·· I·--1···1--~ , --._, , "r;,;;, -.;: ·;;·t\~: --... --·t • r··· I • -1···-.L--1 -·····-.. 1 " ' 15 -i ' A---~ .. ---l ' ., ··-·-· . ._ .. ---..... 0 --.. .J ' ,,._,_., -1=c,_~------{ 1:1~~ ~i ..... '., .... ___ J_, __ -- drinking fountai:7-------• alcove 1----llght fixture thinset ceramic tile accent ( C-9 ) Scale: l /411 = l 1-011 A -----·-···-··--··-"·"·"-""--·---·--·---·-···--·-········· -----,-·-------·-···---·---·--"---------··-··--... ---1--~---·--------·-·---·-··-·------·-·····-_,----light fixture thlnset ceramic tile accent stnpe ( cs) ---+---·······-····-...... _. ..... EXTERIOR ELEVATION 6 A·5.3 + 121-1011 BUILDING SECTION 13 A-5.3 - - 13 A·S.3 profile of rafters beyond mesh screen Scale: l /4° = l 1-011 E - CHECK MARK INDICATES APPLICABLE BUILDING: ~ East Restroom Building, 1990 Ford Road 0 West Restroom Building, 1641 Ford Road 0 Mid Restroom Building, 1880 Ford Road (additive alternate bid item) Scale: l /411 = l 1-011 C +8'-1011 typlcaluno 17 A·5.2 REF: DATE BY concrete tne roof--------------lb;:;:::;:;:::;:::::;~.,.: .. :::_.::: ____ :::.::: .... =: .. ::: .. :::_·-_--_-·_···_··_·.=;--- -----······-···--·····-·····----1 thinset ceramic tile accent stripe ( C·8 ) ___ l ..... ---L .. EXTERIOR ELEVATION thinset ceramic tile accent stripe 1 ( C-8 ) I (22\ ~:,1/typ EXTERIOR ELEVATION BUILDING SECTION APPROVED DATE DESCRIPTION APP'D, DESIGNED REVISIONS CHECKED DRAWN DATE 8'·9 l/2" ± RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949·6A4·8l l l Fax: 949·644·0449 (20\ ~~typ ------------·-----·-·--····--·-····· ----····--··•··-·-- /21\ ~:Vtyp +81~1011 --T·--· : .. =-r.:·:.- -·--1·---·7 ·•-h-•• (_, __ _ ~rid screen ~s,m thlnset ceramic tile accent ( C-9 ) Scale: l /411 = 1'-U' B J 0 dscreen ~sim light fixture <:c--1-----thlnset ceramic tile --T·- ::-1::: accent ( C·9 ) steel espalier grid G!0 Sca!e: l /411 = l 1-011 D $ typlcal uno I I 11--J-------------y=·-at columns +6'-l'O" +4'-10" ,/l Ga~~able beyond ! +31-611 -,···,---+-l---cr.:w+-ai11-o':a:.t--0- +01-1011 ~ 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 diaper table) Scale: l /4" = l '·0" BONITA CANYON SPORTS PARK East Restroom Building EXTERIOR ELEVATIONS & SECTIONS CITY OF NEWPORT BEACH A-1.3 F PUBLIC WORKS DEPARTMENT SHEET 46 OF 133 " m 0 ~ m " m < z C ~ ~ 0 ' • ~ ~ 0 ~ " m < z C ~ z C ~ to ll 9:J I._ ___ _. ~ ~ -ff §s I 0 5 " ~;,-~ 0 ~ 0 ! i'C\2'. 0 ~ i-:, G) z ,l~ ~ :s'i:> s: ~ !TI • Ill ll m C :0 1l ~ ~ - ) ~ I 0 0 5 :0 " ~ 0 " ~ 0 ~ z a G1 z • .E-+-E >-C o o, Sl a.:E § ill ~ u <l) 0'0 ,; 0 § ()CC ::: <i5 _Q -§, C _!3 .!;. E§ ~ <l. <l. 0 5 C u • ~ E=E -03 C ';_ a, Oc.c Eo~ § ,;;_~ U 'O C J:2 .ill :,g 'ii &.g i: u_ mo~ <l) 'O'S ~ <l) 0 >-0) .c 11l § " r -- - , RESTROOM FOUNDATION NOTES, 1. Refer to construction notes & typical details, Sheet A-5.1. 2. Refer to floor plans for dimen~ons not shown. 3. TYPICAL BUILDING SLAB: 3 1 /Z' Concrete slob reinforced with # 3 bars ct 18" o.c, each way at slob centerline, over 2" sand, over 6 m,I vapor barrier, over 2" sand base, over compacted subgrode. Slope flnoh floor a minimum of 1/4" per foot, ty,:,lcol, to drain (per drawing). Provide a medium broom t,n,sh where slab Is to remain exposed. 4. At East RR. all elevations indicated are relative to +0 00' = 203,5 , At West RR, all elevations Indicated ore relative to +0 OJ'= 197,0 ' At Mid RR, oil elevations Indicated are relative to +0 OD'= 177,0 , (Depress slob OS required at ceramic tile areas to account for combined thickness of tile and mortar bed. Coordinate thickness of tile and mortar bed to determine top of slob elevations.) : [22] ~ = = = = = ~ = = = = = = = ~ l/""!)4 -1-: --@f-A_,:.~.,,..;,2,_.-1 L, r.J L, r.J 3'-0" sqr, x 18" thk, pod ftg, w I (3) #4 bars each way r -..J I L- I '.,-------- 1 ~ I t@ 'ti' r I • X ' -'~ 24" w x 12" d cont. ftg. 1 w/ (2) #4 borst & b 14 • &#3tlesat18"oc @24 12"wx18"dcont.ftg. ___ __,_A __ 5-2---' w I (2) #5 bars t & b stepped footing per G~0 typ I I --.J +0.02 ff ------r -----L-7 I I ---, 1/4" /ft, slope, typ +0.02 ff L j ______ J]ZJ( ~jl._l,<:j. I -~<) -t --~ , ' ------1 ~ .. ---'?c9d'".°o, 1 ,:)· s~p I 54" w X 12" d (4) #7 vert. bars 1-,,_,....1...----',1 1/4"/ft, slope, +;)p 1 1 ~ -i''----J,Lf-----fa cont, ftg. I 1 '.fl" ~ w/(1)#4bort o:~:: ~~ 72"WX 12" d I , ~ & (3) #4 bars b I 31-411 x 21-8'1 x 1211 thk. pad ftg. w I (3) #4 bars each way -0.50' tot, ~,._.--~~r---:-- typicol uno 16" w x 12" d cont. ttg. 1 w/ (1) #4 bart& b, typ uno.f-l<"-J.,r--- 1 I I I I I I I 1• 1' I I -Jl'Hhc','o;';n-'::stc!, ft~·-,,!4,i-\c1 --• , w/(1)#4bart -1.17'tof & (3) #4 bars b 23 A-5.2 ,;d' 1-••-.,.__.,, I'~ I I ' L -----.J 4 I ~ l <, I,;:,:' I X r---------, I I ~ r-J ,□,:::::::: I I ,? ('.)'\, ('.)• 1/4" /ft, slope, typ t.. - - .J I t-..~ ' 1, ' ---- - - - - - - -, I ,,J I ~ I >cQ/ I I 6' ,:,I - - - - - I I r .J L 7 +0.02 ff 1/4" / slope, p I I L ----------.J I @24 12"wx18"dcont.ftg. ~~'---+--cA~-5~2,..i w / (2) #5 bars t & b • & #3 ties at 18" oc I r.J L, 1 F""7] L -------------.J l'.%,-.,.,;A1-+: ~§c..,..2~2-----13'.0" sqr. x 18" thk. pad ftg. : IL_LJ r -----------1--7 !/1/ J I ew/(3)#4barseachwoy L ___ .J L---.J refer to irrigation, electrical and civil plans for sleeving locations through the foundation see detail 8/ A5.1 ~ .c > ~Uf. 5 2 8. _g CHECK MARK INDICATES APPLICABLE BUILDING· c42,:,-t; g ;j; j O East Restroom Building, 1990 Ford Road .B! ofs refer to sheet A-3.1 for building data and scheduled Items all dimensions are to face of masonry, not face of finish (typ,) 5' '° E ~ o < ~ ~ ~ 0 l8Jl West Restroom Building, 1641 Ford Road -oc<I) D"TE R Women's Interior elevation key [) C~A B 61-811 811 21-011 [22] I/ -·--1--- ' I/ ' I / / 8" l l 1-411 A A-23' M -., . oJ "' o:> -----, I - , / , '° 10'-011 121-011 341-0" 61-011 2'-" 18'-011 . V [2'.J ___ +--------+------~ I ~le- Q . , &, ~ Co ; i;,"' fd o:> / I/ / l l '-4" 8" 41-011 341-0" I I L / / / / (/ / ~ _,__ -- I, I/ I/ I/ 'R '-) I/ I/ I/ ~ / / / / / / v et,RK M INTENANCE Men's jnterlqr eleyqtiqn key C A~B D [22 2'-011 8'-811 141-0" 31872 Camino Capistrano @) San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 ~ b _, "" 5' '° Scale: 1 /4" = 11-011 BONITA CANYON SPORTS PARK West & Mid Restroom Buildings FLOOR & FOUNDATION PLANS " _, "' " _, "' o-o>-n. Q) 0. ·in C ~ * 0 ell FOUNDATION PLAN l8Jl Mid Restroom Building, 1880 Ford Road DATE BY DESCRIPTION APP'D. DESIGNED DRAWN RON YEO, FAIA ARCHITECT, INC. cll~2o , .. ______________________________ s:c:a:le~:~1:/4~":=~1':·0~".J------~(!ad~d~it!w~e~a~lt!e;r~n!a~te~b~hl~it~e:m~l!_, _______ j _______ _::!!~~~=======1~~c~~=]~!!:::j.:500:·J:A:SM:1:NE~A:V:E,!C~O:RO:N:A:D~EL~M~A~R:,~CA:9:2:~:5_J_~~~~~~~-J Plot Dote: REVISIONS DATE Phone: 949-6M-8111 Fox: 949-644-0449 ._..;.;;;._ 1214 East Green Street Pasadena,CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH A-2.1 PUBLIC WORKS DEPARTMENT SHEET 47 oF 133 2/28/00 • z ~ • □ C " n rn s:.: " 2 " /TT ID 0 m ,. :a C 1l ,, z " ~ s; C/\U) z J: ~io 0 5 8 0 ;) .-:a 0 ,, ~~ ~ ~ m 0 " ~ j' 2 rn < E B .... ~G1 z < fr"'z rn ~ _j C □ " ~ rn ~ ~ " " 2 .m -m \; ~ :a 0 ~ " ~ □ " □ m " rn < z i " 0 " m " " ) "' ~ ,: 0 0 r 0 :a ~ n § 0 ;>-,, ~ "' m 0 " ~ rn 2 < z B G1 " z Plot Date: 2/10/00 E @ : 2 20 "1 --ww~ ,- I I I I I - I" --1-.. Framing Plan Keynotes: I I I I I I I I I I I I I L ---- 0 Simpson ST 18 strap at all rafter splices (typical condition -not keynoted) 2 Slmspon ST6224 strop at rafter splice 3 Slmspon ST6224 strap at top plate splice 4 Slmspon MST37 strap at top plate splice 5 Simspon MST60 strop at top plate splice 6 Slmspon ST6224 strap at blocking splice 7 Slmspon ST6236 strop to blocking and plate 8 Slmspon MST 48 per detail 4/ A-5.3 9 6 x 6 king post 10 4 x 6 post w/ EPC post cap. Shape exposed end of ridge to match depth of rafters. 11 multiple studs for full bearing at beam 12 4 x 4 post w/ Simspon CC44to beam and Simspon CB44 to wall 13 Simspon MST37 strap to blocking and rafter 14 Slmspon MST37 to top plate and rafter 15 4 x 4 post w/ Simson CB44 at bottom & ECC44 at top. Rotate CB & ECC straps 90°. Shape exposed end of ridge to match depth of rafters. FRAMING PLAN ~ I It 9 @ •E I I I I Vi ' 'SP 11 E 0 <D .0 I ~ I~ --:7 I --- - _, ___ , __ , 4 10 beam - - 'o~• -----__ #"o .:. 6 ,---• -~-:~::;_; I typ --_----1 ------ RESTROOM FRAMING NOTES: 1. Refer to construction notes & typical details, Sheet A-5.1. 2. TYPICAL ROOF SHEATHING: 23/32" thick APA rated sheathing with exterior glue, 40/20 span Index. lOd nails at 6" oc BN and EN, 12" oc flelci. Do not drive nails through exposed lower face of 2 x decking. Use 16d nails for edge and boundary nailing at rafters and beams. Layout per detail l / A-5.1. 3. All beams shall have l /2" radius at all exposed edges. All rafters shall have l /2" radius at exposed edges and 3 l /2" radiused ends. Refer to detail 18/A5.3 4. Nail decking with (2) 16 d nails at each rafter/beam. 5. Provide Slmspon ST18 strap at top of rafters at rafter splice at ridges and beams. 6. --- denotes Shear wall. Refer to schedule, Sheet A'5. l. Top number denotes shear wall type, bottom number denotes minimum length (in feet). ------:7 --- -'--- ' i' --,. --- 15 A-5.3 .ii 4 x 6 rafters -a-1-2"'1-l O l /211 + oc - I I ' CHECK MARK INDICATES APPLICABLE BUILDING: REF: Scale: 1/4" = l'-0" East Restroom Building, 1990 Ford Road West Restroom Building, 1641 Ford Road Mid Restroom Building, 1880 Ford Road (additive alternate bid item) DATE BY DESCRIPTION REVISIONS ROOF PLAN APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE typ ' I I ,. -, I I L-J L -1 I I I I I ___ l_ I I -1------------ I r-J I L-7 I I 2'-IJ' ,. -, I I L-J L __________ _ I r-J I L -------------- RON YEO, FAIA ARCHITECT, INC. 51Xl JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-81 l l Fax: 949-644-0449 r-, I I L-J 5' "' I I I I I I I I I I I I I I RESTROOM ROOF PLAN NOTES: 1. Roof Pitch: 6: 12 2. Roof Material: Monler-Lifetile 'Slate" concrete shingle roof, class A Refer to color schedule on sheet A3. l. ---------------7 6: 12 typical ---------------J ,. -, I I L-J 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 21-Qn Scale: 1/411 = 11-011 BONITA CANYON SPORTS PARK West & Mid Restroom Buildings ROOF & FRAMING PLANS CITY OF NEWPORT BEACH A-2.2 PUBLIC WORKS DEPARTMENT SHEET 48 OF 13~ " ~ I 0 r 0 a 8 m D ~ ,, " g 0 0 ~ < 2 o C z ~ g 0 ' I rn ~ "' i ,, z "' z C: s:: ~ ~~□ jj-1 l'~B 'if.z 1' ".=; C .:s s:: CD m JJ ) 0 JJ ~ z G) steel grid~ Sim~ thlnset ceramic tile accent stripe ( C8) EXTERIOR ELEVATION EXTERIOR ELEVATION BUILDING SECTION 1··--· .,.,, ___ ··-·---··-· --- I (iu ~ Scale: l /4" = l '-0" -----light fixture -----·- ___ ..... ----·---11 ----..... ---- ·-·· ...I -0 --·· ...... ' . ---_,. .. "'"" -1· ---1='.r-r-"·---·-··- -·-i I i ______ _ ~ I I ! --- ~~:. -:i=~--·:]~=t~t:~: :~. -----··7--· drinking fountain alcove '" -~~ -~~ -., -- 1 )( II )( II },{ I IC-.Sllec-~~-'° thinset ceramic tile acCent ( C-9 ) Scale: l /411 = 1 '-011 A ,,------light fixture , 12 A-5.3 , , , , - , profile of rafters beyond . ' ' ' i E A-5.2 CHECK MARK INDICATES APPLICABLE BUILDING: 0 East Restroom Building, 1990 Ford Road l8JI West Restroom Building, 1641 Ford Road Mid Restroom Building, 1880 Ford Road (additive alternate bid item) ~dscreen ~sim thinset ceramic tile accent ( C-9 ) Scale: 1 /411 = l 1-011 C +81-1011 typical uno REF: DATE BY thlnset ceramic t!!e accent stripe ( C-8 ) --------·--···· ·-···--------------------------------,----------- -1--------·--··-f-__ --__ -__ -_:::_:::::::::::::-.. -=-. .P'hoto cell at Mid Restroom =======;;_;;:: __ .light fixture, fYP--------1 .... L. -_: -r·f· ::y:;=-t-rt =_; . t=::;;::::;;:::::::::;;:::::;;=:;;::~=::;::::;:;::=:;::::::;i __ 1 ~=~ ~rid screen '0:!Jlslm thlnset ceramic tile accent ( C-9 ) splitfacedcmu---------t::::!"l.=~::t: _________ -f'-=c;>-~=l:= 1-,-~-ir ' :1J-; ::·j=:{t ' fE w/ random ashlar .::r· :::;-:,::: 5' 1::: '""c-tl----tf"c···fc'··~:Jc;·::·=f···=::.11· ~--+----,"JF:=·I=:·_=,j_~-1------------f=F¼----------steel espalier grid cours!ng }_ ---i-'r'--·---~ __ 1.... ·-·--·-·1 ( B-1 ) __ ,_, t·,·· ··-RRRRRR -··---·-l· -T---C£".,, -:t-~r:f , =·= 1-=-FiF=IF=iF=ll=IR = ::J: ..... j=:::-......,,~... , d~.l: :]=_ ~ :~~1~~. ~J.I: ·-· ...... _-·:L ... , --~ ·--.... : .. ~-----.. --~~r::~-~-=--·=c:[.. -~1-~- EXTERIOR ELEVATION /2.0\ '<:~typ (21\ \t5,j/ lyp Scale: 1 /411 = l '-0" .--_-_-_-_-_---~----_-_-_-_-_-_-_-_-_-_-_-_-_-___ -__ -_-~_-_-=-±r-,:,,2~:'."~li :::~~:;;;; ---...--.=========+====i concretetileroof----------f----------l===-~':_~~~~==------------·-----j::;:t; ~~~i~~I·:::------~---~;-~;.;. ;,..; .• ; ____ ;:;. __ ;_:; __ .• :;.:_;_:;-·;·-·-;·-;-; ___ ; __ ;_ ;_;_;_;-·;--;·--;-·;-~------------------@steel grid screen slm ·-· -----+---- thlnset ceramic tile accent stripe ( C-8 ) =· EXTERIOR ELEVATION BUILDING SECTION APPROVED DATE DESCRIPTION APP'D, DESIGNED DRAWN ffl'I~ ( 6'-811 ± +8'-1□1 1 1 typical u o +4'-10"$ A-5,2 +0'-10",ti 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 light fixture I Scale: 1/4" = l'-0" . -------::::Ir ··-·-··'"-·1 +81-211 I ' at columns I I \ I P-~l-4-S Scale: 1 /411 = 11-011 BONITA CANYON SPORTS PARK West & Mid Restroom Buildings EXTERIOR ELEVATIONS & SECTIONS CITY OF NEWPORT BEACH A-2.3 B D 'fl F REVISIONS CHECKED DATE RON YEO, FAIA ARCHITECT, INC, 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-81 ll Fax: 949-644-0449 PUBLIC WORKS DEPARTMENT SHEET 49 OF 133 I I I ~ ,: z I 0 5 ~ n ~ 0 ,, m ~ • ~ rn < 2 0 < z ~ " b ' ~ 0 • " z /TI \; ~ ,, z ~ ~ ,: z I 0 r 0 ~ n 0 " 'll 0 ~ 0 • ~ ' z a C z i b ' I " • • /TI \l C 21 ,, z ~ ~ ,: z ~ 0 r □ ~ n 0 ~ ~ ~ ~ 0 rn ~-' a 2 s z \ z C s:: ~ (AR' 1? -:; 0 .... - <it 11 ~Iz -.:. (j) ..,·z ~ ~· OJ m :IJ I <:: ~D f ;1 .... ~ ~~ (i; i ~z 5-,:ic ~~ """ , a 193 .... I!) ! V\ i· \ ) 0 :IJ ,,,, ~ z (j) ~ J --~ ~ Plot Date: 2/28/00 RESTROOM ACCESSORY SCHEDULE: SCHEDULES & NOTES CHECK MARK INDICATES APPLICABLE BUILDING: f8li East Restroom Building, 1990 Ford Road l8Ji West Restroom Building, 1641 Ford Road ISi! Mid Restroom Building, 1880 Ford Road (additive alternate bid item) Mork Equipment @ Grab Bars: Bobrick / 86206 Serles, l 1/2" 0 stainless steel grab bars with stainless steel concealed mounting kit 2522- 3. R2 Toilet tissue Dispenser: Bobrick / 82892 stainless steel surface mounted twin 9" roll tissue dispenser with stainless steel concealed mounting kit 2522-3. R3 Electnc Hand Dryer: Fastaire HD03 remote powered hand dryer. Refer to electrical plans for additional information. R4 Toilet Partitions (doors and wall posts): Bobrick / Duraline solid phenolic doors and wall posts, with lnstltutional hardware. Align tops and bottoms of doors and wall posts with toilet partitions -see interior elevotlons. Minimum door width on stalls 18" clear. R5 Clothes Hook: Bobrlck / B233 low profile stain less steel surface mounted clothes hook. Provide one at regular compartment (at +60'?, two at handicap accessible compartments (one at +60", one at +44"). REF: DATE BY DESCRIPTION REVISIONS RESTROOM FINISH SCHEDULE: WOMEN'S RESTROOMS- Floor: Block Walls: Stud Walls: Ceiling: mortar set ceramic tile ceramic tile over floated block walls 'Armaglazed' Tl-11 plywood stained exposed rafters/Tl-11 plywood MEN'S RESTROOMS- Floor: mortar set ceramic tile Block Walls: ceramic tile over floated block walls Stud Walls: pigmented anti-grafml Tl-11 plywood Ceiling: stained exposed rafters/Tl-11 plywood PLUMBING CHASES & ELECTRICAL ROOMS - Floor: sealed medium broom finish concrete Block Walls: exposed block Stud Walls: pigmented anti-graffiti Tl-11 plywood Celling: stained exposed rafters/Tl-11 plywood STORAGE ROOMS • Floor: sealed medium broom finish concrete Block Walls: exposed block Stud Walls: Celling: pigmented anti-graffiti Tl• 11 plywood stained exposed rafters/Tl-11 plywood COLOR SCHEDULE: CERAMIC TILE: CERAMIC TILE FLOORS: ( Cl ) Florida "Tough One"/ #8719 Pearl, 8 x 8 Bose: C2 Florida "Tough One"/ #8719 Pearl, 8 x 6 sanitary base CERAMIC TILE INTERIOR WALLS: C3 Florido "Designer" / #8 801 White, 8 x 8 C4 Florida "Designer"/ #8859 Mldori, 8 x 8 CS Florida "Designer"/ #8868 Cobalt, 8 x 8 C6 Florida "Designer" / #8 805 Black, 8 x 8 C7 DAL Tile "Permatones· / #6572 Matte Teal 2 x 2 CERAMIC TILE EXTERIOR WALLS: CB Florida Natura / #88 85 Minestrone, 8 x 8 C9 Florida Natura / #99 59 Chlorlte, 16 x 16 ClO Florida Natura/ #9959 Chlorlte, 8 x 8 Cll Florida "Designer"/ #8805 Black, 8 x 8 C 12 RTK Studio / 30" w x 18" h baseball mural Cl3 RTK Studio/ 14" w x 20" h son bernadino streetscope mural w/ CSlO glazed border Note: all ceramic tile grout shall be Custom "Delorean Gray·, use epoxy grout at floors and base. CONCRETE BLOCK· ( B-1 ) Oreo Block/ Valley Red, split faced texture, random ashlar coursing, composed of 30% 8 x 8 x 16 units, 20% 8 x 8x B units, 20% 8 x 4 x 16 units, and 30% 8 x4 x 8 units (based upon quantity. (Typical at all exterior surfaces that do no receive ceramic tile.) Sealed with damp-proofing. 82 Oreo Block/ smooth lace block (Typical at oil interior surfaces and exterior surfaces to receive ceramic tile.) 83 Oreo Block/ smooth lace block w/ pigmented anti-graffiti coating / light gray as selected (Typical at all restroom walls that do no! receive ceramic tile.) LIGHTS - 'METAL· Kenai! / dark bronze Gates, Steel. Screen & Vine Panels: Ameritone / l UM20A Hollow Metal Doors & Frames: lnterpon D2000 Powder Coating/ Redwood Misc. Metal Connectors: Dunn Edwards/ PC2l 20 Misc. Flashing: Copper Overhead Doors & Frames: lnterpon D2000 Powder Coating / Redwood PRECAST CONCRETE SIGNS • Quickcrete / Cl 2 Colonial Brick with Black contrasting color ROOFING- Monier-Llfetile "Slate"/ #7973 TOILET DOORS • Bobrick / #8 93 Atlantis WOOD -(back-prime all members in contact with masonry, sandblast all exposed sawn timber surfaces) Beam~ Rafters, Trim & ExteriorTl-11 5/8" Plywood Wall Paneling: Olympic / #911 semi-transparent Interior Tl -11 5/8" Plywood Wall Paneling and its Trim: Armaglaze Aquarius Coatings/ light gray as selected CONCRETE FLOORS - Clear seal~r APPROVED DATE APP'D. DESIGNED CHECKED DRAWN DATE RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-81 l l Fox: 949-644-0449 RESTROOM ACCESSIBILITY KEV NOTES: © Provide a clear space of sufficient size to inscribe o circle with a diameter not less than 60n, B Provide o clear space 32" In width (minimum) from fixture to wall in handicap compartment. C Provide o clear space 60" in front (minimum) of fixture In handicap compartment. D Provide a clear and unobstructed access of 44" minimum width. E Entry to a compartment for hondic;:op toilet to hove clear width of 34" (with door open to 90') when located at the side. When located at side, provide 44" (minimum) clear unobstructed access. Door shall be self closing (3 second minimum sweep), have loop or 'U' shaped handle Immediately below the latch on Interior and exterior, latch shall be flip-over or sliding style centered between 30" and 44" above finished floor, F Provide grab bars at each side or one side and back of compartment, securely attached 33" above and parallel to the floor, 15" to 16 l /2" (± l") to centerline of water closet. Grab bars at the side shall be 42" long with the front end positioned 24" In front of the water closet stool. Grab bars at the back shall be 36" long (minimum), centered on water closet. Grab bars shall have an outside diameter of 1 l /4" • l l /2''. and shall have l l /2" clearance between grab bar and wall. Fasteners and mounting support shall be able to withstand 250 pounds per foot In bending, shear and tension. Mount centertlne of grab bars at 33" above finished floor, 15" to 16 l /2" (± l") to centerline of water closet. G Provide a clear space of 30" x 48" In front of lavatory and hand dryer. H Except for projection of bowls and waste plumbing, provide o clear unobstructed space a minimum of 30" wide x 29" high x 17" deep under at least one lavatory. Faucet controls and soap dispensers, where provided, (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist, and on operating force not exceeding 5 pounds. J Operable and dispensing portions of hand dryers shall be 4011 maximum from floor. K Center point of toilet tissue dispenser shall be mounted within 12" of front edge of toilet seat, and 19" from floor. L M N p Q R :j: Identification slgnoge with 1/4" raised equilateral triangle with 14" sides and International 11Male11 symbol, the word "MEN" In 1 /32" minimum raised letters (5/8" to 2" letter height) and metal Braille translation (tape Is not allowed). Color and contrast of triangle shall be distinctly different from wall. Mount centerline at +60" above finished floor.t Identification signage with 1 /4" raised circle with 12" diameter and international "Female" symbol, the word 'WOMEN" in l /32" minimum raised letters (5/8" to 2" letter height) and metal Braille translation (tape Is not allowed). Color and contrast of circle shall be distinctly different from wall. Mount centerline at+ 60" above finished floor.t Rim of urinal shall project at least 14" from wall and be located 1411above floor (1?' maximum per code). Force required to actrvate flush valve shall be 5 pounds maximum and located 4411 maximum above floor. A 30" x 48" clear floor space shall be provided for forward approach. Height of water closet seat (for handicapped) shall be 18" above floor (17" to 19" required). Force to activate flush shall be 5 pounds maximum and located 44" maximum above floor and located on wide side of stall. Locate centerline of water closet 18" from finished wall surface. High-low drinking fountain with 30" wide x 48" clear area for forward approach. Fountain shall be 18" minimum In depth with clear unobstructed knee space 27" high x 8" deep. Toe clearance shall be 9" high x 17" deep from front of fountain. Lower Bubbler shall be within 36" of floor, Operating mechanism shall be lever type, 5 lb. maximum operating force. Water stream shall be parallel to front edge, 4" minimum high, Bubbler orifice shall be within 6" of front edge. Alcove shall be at least 48" wide x 18" deep. Top surface of diaper table shall be located within 34" of finished floor. Provide 29" minimum high knee space below. Braille shall be contracted grade 2. Dots shall be l /10" on center In each cell with 2/l O'' space between cells. Dots shall be raised a minimum of 1/40" above background. EAST RESTROOM BUILDING DATA: Buildings Area = 1,624 square feet Occupancy -B Construction -Type Vn (8,000 sf allowable area) Women's Restroom: Area = 275 square feet Required Light (at 1/10) = 28 square feet (50 square feet provided) Required Ventilation. (at l /2fJ) = 14 square feet (50 square feet provided) Men's Restroom: Area= 242 square feet Required Light (at l /10) = 24 square feet (43 square feet provided) Required Ventilation. (at l /2fJ) = 12 square feet ( 43 square feet provided) TITLE 24 • ENERGY: Buildings are unheated and non-habitable and therefore exempt. WEST &. MIO RESTROOM BUILDINGS DATA: Buildings Area = 1,055 square feet Occupancy -B Construction -Type Vn (8,000 sf allowable area) Women's Restroom: Area= 280 square feet Required Light (at 1 /10) = 28 square feet (88 square feet provided) Required Ventilation, (at l /20) = 14 square feet (88 square feet provided) Men's Restroom: Area= 236 square feet Required Light (at l /10) = 24 square feet (35 square feet provided) Required Ventilation. ( at l /20) = 12 square feet (35 square feet provided) TITLE 24 • ENERGY: Buildings are unheated and non-habitable and therefore exempt. RESTROOM COOR SCHEDULE: Mark Width Height Type Frame @) pair 61-011 Hollow Metal Metal 3'-0" unequal leaf 2'-8" D2 pair 8'-0" Hollow Metal Metal 3'-0" unequal leaf 2'-8" D3 3'-0" 61--811 Hollow Metal Metal D4 pair 6'-8" Hollow Metal Metal 3'-0" unequal leaf 2'-8" D5 pair 6'-8" Hollow Metal Metal 3'-0" unequal leaf 2'-8" D6 pair 8'-011 Hollow Metal Metal 3'-0" unequal leaf 2'-8" D7 3'-0" 6'-8" Hollow Metal Metal DB pair 61-811 Hollow Metal Metal 3'-0" unequal leaf 2'-8" Note: on all unequal leaf pairs of doors, 3' -0" leaf shall be the active leaf. OVERHEAD COOR SCHEDULE: ~ Width Height Type 8'-0" 6'-10" Cookson / CD 10-2 manual between jamb push-up with Color Cote and exterior mounted cylinder lock. OH2 8'-0" 6'-10" Cookson/ CDl0-2 manual between jamb push-up with Color Cote and exterior mounted cylinder lock. OH3 8'-0" 6'-10" Cookson / CD 10-2 manual between jamb push-up with Color Cote and exterior mounted cylinder lock. OH4 8'-0" 6'-10" Cookson / CD 10-2 manual between jamb push-up with Color Cote and exterior mounted cylinder lock. 31872 Camino Capistrano HWSet 02 03 01 02 02 03 01 02 San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK SCHEDULES 1214 East Green Street Pasadena,CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A-3.1 SHEET 50 OF 133 I ·, ' ' ' ., " li ' . :;i z '" I) C cl " z " ~ ~ z I D r D ~ " 0 D D ~ 0 ~ D ~ ~ z B C z i D 0 ' ~ ~ D z .m " I: i'I I z C s: OJ m :a \ ! "-'SC" t' so ~ -JJ ~ it~ "3:)~ ~~ '1z 'F".,c C ~s: Ill m :D c,,, 0 ~ :D g ~ ~ z F GJ 0 z .,,... C s 111 :a ) Plot Date: 2/28/00 • ' ., [' ··-· ·------. -----1------ ' ' ' light fixture, typical---------~ typical mortar set wall tile: base ( C-2) @1--------B l--------------------------------------\---'c:_ refer to note • ! i l ! 1 l "P" sheet A3, l for ADA note mortar set floor tile ( C-1 ) ·'E"==',-,...2"'...,.----concrete block wall, typical ( ~3 ) diaper table ( C-3 ) Cl-----------D)--------------------------------- WOMEN'S RESTROOM -EAST RESTROOM light fixture,--------------. typical gate In the locked open position @1-------- typical mortar set wall tile: one course ( C-6 ) floor tile ( C-1 ) Scale: l /4" = l '-0" 1 ©f-------- MEN'S RESTROOM -WEST & MID RESTROOMS CHECK MARK INDICATES APPLICABLE BUILDING: ISlJ East Restroom Building, 1990 Ford Road West Restroom Building, 1641 Ford Road Mid Restroom Building, 1880 Ford Road (additive alternate bid item) REF: DATE light fixture,----------~ typical Tl-11 plywood, --LI--'-'-'-"-'-'-"-'-'-'-'---'-'-'---'-c-e,, typical @1-------,;;.., refer to note ( C-l Lmortar set ~L-------------"N" sheet A3, 1------4,, . .,.:::,.:..,. floor tile for ADA note ,ff: -"~f}} -if l]wl!i!fll{it.0.ili~li{g!1~l~1:l~l~f :~(lil01lt1f tt.s.f;l[!]0.I~ ]~; ~~!}t!rt ~}~~ij~111~1,trM!:ij~~fr.~~l~'~]%.t ' _,J,._ --f-+-+--1---+-~ I ·+---· ' I •• --,--' ' -· .. -,-·· ···-.J diaper table ( C-3 ) MEN'S RESTROOM -EAST RESTROOM Scale: l /411 = 1 •-011 2 ' ' \--!---!---l--++-+-f-!-!-i-1-1-.\-.\--l---l---!--i-i t I : • ___ Lr ··-· ---·--·+· -+-+-+-1--+-+-+-+-+--+--t--+--l--+-+ I I I i ·. ~ .. f-···· ----~-+---~--------·+---L.,+, .•.. -+-+-+-+-< ~-----"/-·--· ---;• -+-·-+~ ! I --~---1·----·l---+·· -l-•-':--''--'!-!-l--1 • diaper table ( C-3 ) C>--------------------------------- light fixture,--------------. typical Tl-11 plywood, --hf"";rf-H+H+f++-t+H--t-1-,. typical gate in the locked closed position ]' ......... -·- -·-..... ·-··-e-+-+-+---+ ,t&,{;-1;~((t;1-::ai);:; r::. ,1;.;r:; Y-~ .}t\\11"f~'t; }li ;x,ts,~t; ~ti~~i lilsl~z.~i~t1Miii1~i~ttt~t ' ' -·---,-··· --~------------r--·-j-----I_ •. -· 4 '" __ _. -· -·· +-+-+--+--+-I typical mortar set wall tile: toilet part, ( C-7 ) base ( C-2 ) ---t··---·-··· . ···-·-----~----·---- ' -. +.. -C-C-J.--L.J -l-- refer to note 11P11 sheet A3.1 for ADA note ©'----- ... -·-· -•-l-l-+--+-1-+--'--l-J-Je-l typical mortar setwantne· floor tile ( C-1 ) t---«=="',-..;:~ ... --concrete ---·••.-• -··-·I_ I block wall, typical ( B-3 ) diaper table ( C-3 ) Scale: 1 /4" = l '-0" 3 WOMEN'S R M -WEST & MID RESTROOMS Scale: 1 /411 = l 1-011 4 APPROVED DATE BY DESCRIPTION APP'D, DESIGNED DRAWN REVISIONS CHECKED DATE RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8111 Fax: 949-644-0449 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91100 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK INTERIOR ELEVATIONS CITY OF NEWPORT BEACH A-4.1 PUBLIC WORKS DEPARTMENT SHEET 51 OF 133 D z ,, C ~ I $ , D .! _m OJ I D m ,. II ' Ii ' !i a D " z ' l> I 1; l' 1', I ~ ~ ..g'f I a ~ .;:; 0 r a ""' "" II ~ D vt'it:e D ~ ,, ~ ~ m D D ij iP h°'Z ~ i' a .. ::;i G) ~ 2 1' .£ z ~ 0 C ' 'jj -~ $ " ~ 5 z ~ /TI ~ a ,, 2 ~ ~ i -I s D ct'~ 5 ~ D ~~ D i D 0 m 0 D ~ "-rn < z z a cl, G) C 2 ~ D _z 0 n,C ' 'jj " <: ~ ,. ~ D ~ OJ /TI D :.:.r.~ ,. C a 0 l1 a " ~ --<iJJ vJ ) ~ ,: 2 I D 0 r 0 ~ ~ D § D ll ~ ~ D ~ ~ z ~ a G) 7 Plot Date: ~ l. Refer to framing notes for sheathing thickness type and nailing. 2. Face grain of sheathing shall be perpendicular to supports. 3. Boundary nail (BN) perimeter of building. ridges, valleys, shear walls, drag beams, and all continuous panel edges where blocking Is Indicated on plan. l I l l 11 continuous panel e~e ! I . ' !i H~----cH--E'------Hi-framing I member per , plan I, field nailing (FN) ii TYP. SHEATHING _Nall,;_ l. Do not use this detail at shear walls. 2. Notching and boring are not to occur at samewtud section. Double Studs Non-Bearing studs TYP. STUD NOTCH Ii alternate bends lap Th 0. 0 ' ,...._. [',..____(2 ) #5 vert. ors uno b s edge nailing per plan (EN) 95101-9 Scale: (none) 60% max. bore: 2" 0 max. at 2x 4's, 3 1/4" 0 max. at 1 2 x 6's ( do not bore more than two successive double studs) 40% max. notch: 1 3/8" at 2 x 41s, 2 l/811 at 2 x61s width of stud max., typ., at all studs 5/8" min. edge distance typ. 60% max. bore: 2" 0 max. at 2 x4's, 3 1/4" 0 max. at 2x 6's 40% max. notch: l 3/8" at 2x41s, 2 l/811 at2x61s width of stud max., typ., at all studs 5/8" min. edge distance typ, 40% max. bore: l 3/811 at 2x4's, 2 l/811at2x61s 95101-13 Scale: (none) (2) #5vert. bars uno corner bars same size lap 7 0. .Q corner and spacing as horizontal alt corner lap_ reinforcing, typ Indicates reinforcing lap, refer to reinforc!ng notes 180' standard hook -------,-----f,H at all horizontal reinforcing or added dowels (as shown) which shall match 0. .Q horizontal reinf. size and spacing "'i c----footing or grade beam below per ------J ~an (2) #5 vertical jamb or end bars, typ uno end wall or opening olao view ot sloale lover relnforcioa 97116-0903 TYP. CMU WALL REINF. Scale: (none) 13 reinforcing sizes and ~ lap loo spacing per plan and details ~ 0. .Q intersection • lap48 bar corner diameters Single Laver Reinforcing alternate corner (2'-0" min.) oer notes ... 0. loo lap .Q • -• Intersection • ~ • " corner Drnible Laver Reinforcing alternate corner 95101-8 TYP. REINF. LAYOUT Scale: (none) 19 l x 4 let In brace with (2)8d nails to each stud (3)8d at each end (or use Simpson WB wall brace) Simpson HH header hanger (bend as req'd when per wall has a do or 1ndow header per plan (3)16dto nails, typ. 4 x 4 corner post or (3) studs, typ. 2 x fire blocking at 10'-0" max. (2) 2x top plates with min. splice -lap plates 4'-0", nail with (12) 16d nails each side of splice 2 x studs at 16" ac typ. trimmer stud with 16d at 12" oc staggered, typ. king stud use dbl. king studs for openings wider than 6'-0" provide dbl. trimmer studs at all headers larger than 4x 14 95101-11 3x oistde th to support max. llilre;. depth of joist max. , No other notches allowed wlthour prior approval. 1211 mln. notch 1/6 of Jo~t depth max. drill starter ho!e s me diameter as notch depth 16 go. strap with (2)8d each end typ. Joist Notch (elevation) 'ma l2"mln. llilre;. drill hole at centerline l /811 thick x 311 wi ex 4 times 11W11 with (4) l 6d each end 1. No holes or notches in plates larger than ,S11W1• allowed withour prior approval. 2. This detail is not to be used at shear walls without prior approval. Plate Notch /plan view) 95101-12 TYP. STUD WALL Scale: (none) 2 TYP. JST JRAFT. NOTCH Scale: (none) 3 stem wall where n!i'ff.:il!1 ..,,-,, ... , ... _Nall,;_ 11-611 min, ' '1~ "' ' ' pipe .~ffll!...ffl 'I eve pipe backfill per soils report 2 ' bottom of trench shall not __;7/'~, @i extend beyond this line , ·•• ... ·•. •· 2 l ' \ concrete fill same width as footing, placed before footing is poured Pipes more than 3'-0" below bottom of footing trench may be backfilled with compacted fill per soils report. Do not trench beneath footing after it has 95101-10 Standard Hooks and Bends d 90° -.ll.,s--4!./-D C E D 4d (2 1 /2" min) 180° D = 6d for #2 lhru #7 D= 8d for#8thru #11 :g i::i_ Ties and stirrups e (4" min) ~ 48d2 lap u.n.o. (2'-0" min) t ~d: ~ ------wire ties ~ ~dl ;,{ _,t 6 Offsets and Splices ~ 48d2 lap u.n.o. (2'-0" min) ~ fdl1 ------wire ties ; ~ d2 ). LaoSolices 9 101-7 TYP. PIPE TRENCH Scale: (none) 8 TYP. REINF. Scale: (none) 9 (2) #5 lintel bars &o ~c 0:, .0 0. 00 0 ..,. - footing dowels to match vertical reinforcing uno (w/ 90° std hook) (2) #5 Jamb bars uno window openlnv (2) #4 sill bars typ. reinforcing per foundation details 94107-49 - .c .c 2 X h 1.5 X h h = l '-6" maximum t = thickness of continuous footing concrete or masonry wall dowel size& spacing to match vertical reinforcing .c 40d (24" min.) 94107-52 TYP. CMU WALL Scale: (none) 14 TYP. STEPPED FOOTING Scale: (none) 15 top bars 0 topofwall TYPICAL CMU LINTEL CHECK MARK INDICATES APPLICABLE BUILDING; t8lJ East Restroom Building, 1990 Ford Road t8lJ West Restroom Building, 1641 Ford Road Mid Restroom Building, 1880 Ford Road (additive alternate bid item) add ties to match vertical reinforcing size and spacing ,1--------horizontal bars IE--tt---vertical bars 180° std hook J~H-,1----head bars Y!E-----1U1 lintel unit fo\ lintel / sill ~.--~--97116-0403 Scale: (none) 21 REF: DATE BY DESCRIPTION REVISIONS 1997 UBC RESTROOM CONSTRUCTION NOTES: General l, All details, sections and notes shown on the drawings are intended to be typical and shall apply to similar situations elsewhere, unless noted otherwise. Notes and details on drawings take precedence over general notes and typical details. 2. All workmanship and materials shall conform to the requirements of tne governing building code, 3. Refer to architectural drawings for doors, windows, non-bearing Interior and exterior waifs, elevations, slopes, stairs, curbs, drains, depressions, rollings, waterproofing, finishes, etc. 4. Contractor shall verify all dimensions and conditions at the site and shall report any discrepancies to the archltect/structwal engineer. The contractor shall be responsible for coordination of all work and materials including those furnished by sub-contractors. 5. All ASTM designations shall be as amended to date unless noted otherwise. 6. All omissions or conflicts between the various elements of the working drawings (and/or architectural specifications, where applicable) shall be brought to the attention of the architect/structural engineer befora proceeding with any of the work involved. 7. AH concrete Is designed by ultimate strength design. 8. Refer to the architectural specification (where appllcable) for Information not covered by these General Notes or the structural drawings. 9. Continuous (or special) inspection shall mean inspection done contlnuous!y by a registered deputy inspector currently licensed by the city and approved by the architect and engineer, 10. Contractor agrees that in accordance with generally accepted construction practices, contractor will be required to assume sole and complete responsibility for Job site conditions during the course of construction of the project including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and contractor further ogress to defend, indemnify and hold design professionals harmless from any and all liability, real or alleged, In connection with the performance of work on this project. excepting liability arising from the sole negligence of design. 11, The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the structural engineer. Vibratlonal effects of mechanical equipment have not been considered by the structural engineer. The contractor Is responsible for the stability of the structure prior to the application of all walls, roof and floor diaphragms and finish material. Contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials, 12. Observation visits to the site by the architect/engineer's field representative shalt neither be construed as inspection nor approval of construction. 13. During and after construction, builder and/or owner shall keep loads on structure within the l!mlts of design loads. 14. In no case shall working dimensions be seated from plans, sections or details on the drawings. 15, Provide drainage at the base of any retaining or basement walls. 16. Shop drawings shall be submitted to the building department architect/structural engineer prier to fabrication with sufficient time for review of design intent (minimum of 20 working days). 17. For proper field observation, the architect/structural engineer shall be notified of the various construction phases. Foundation l. All foundation construction shall conform to Uniform Building Code, Chapter 18. 2. Refer to geotechnlcal lnvest1gation by: NMG Geotechnlcal Inc. (949) 442-2442 Project Number: 99023-01 Dated July 15, 1999 3. Allowable soil beartng pressure: 1,600 psf. 4. Carry all one-story footings a minimum of 12 u Into nqtural grade or approved compact fll!. Carry all two-story footings a minimum of 18N Into natural grade or approved compact fill. Actual elevation of bottom of footings shall be as directed by the soils engineer or building Inspector during construction. 5. All footings shall be Inspected by the bulldlng department before pouring concrete. 6. All water shall be removed from foundation excavations before pouring concrete. 7. Soils engineer shall Inspect and certify footing and excavation and design bearing pressure, and grading and compacting of subgrade. top pl. per plans header per plans wall sheathing per plans post per plans, where indicated edge nailing fin. fir. ' i, ii II 11 block'g typ, field nailing holdown per plans, where indicated, use trimmer stud - do not countersink bo~s anchor bolts per plan (2 min.) a~ernate holdown location TYP. SHEAR WALL • DETAIL TITLE APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE 95111-02 Scale: (none) 16 Scale: (none) 22 RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-8lll Fae 949-644-0449 Concrete 1. All concrete construction shall conform to Uniform Building Code, Chapter 19. 2. Concrete to obtain a 28 day compressive strength of 4,500 psi. At contractor's option, contractor may provide documentatlon that sulfate concentration Is le~ than 0.2 percent and use 2,500 psi concrete. 3. Concrete mix: minimum of 5 sacks of cement per cublc yard of concrete, maximum of 7 .5 gallons of water per 94 pound sack of cement, maximum slump of 4". Cement shall conform to ASTM Cl 50, Type V (or engineered mix design to strength.), Type V cement ls required where soll contains more than 0.15 percent sulfate concentrations-at contractor's option, contractor may provide documentation that sulfate concentration Is less than 0.2 percent and use type ll cement. 4. Hard rock aggregates shall conform to ASTM C33. Their maximum size shall be l l /2' Inches for footings, caissons and grade beams and l Inch for an other work. 5. Concrete cover at reinforcing shall be as follows: a) poured against earth _________________ 3" clear b) exposed to earth but poured against forms _______ ~~2" clear c) slabs on grade.~--~~------------at mid-height d) main bars In beams and columns. ___________ l 1/211 clear e) bars parallel to cold Joints 2" clear 6. Reinforcing shall have a minimum lap of 40 bar diameters or 2'-0", whichever Is larger, unless noted othen.vlse. 7. All reinforcing steel, dowels, anchor bolts, and other inserts shall be secured In position prior to pouring concrete, 8, Design is based upon 2,SOO psi concrete strength, therefore cont1nuous Inspection by an approved deputy Inspector Is not required. Block Masonry CCMUJ 1. All masonry construction shall conform to Uniform Building Code, Chapter 21. 2. Reinforced block masonry: assumed des!gn strength f1m = 1,500 psi. 3. Units shall be normal weight (or lighter) concrete block. Grade N, conforming to ASTM C90 wnh a minimum compressive strength of 2.000 psi. 4. 5. 6. 7. 8. 9. lO. Grout shall be of fluid consistency, grout mix shall be {by volume) l part cement, 3 parts sand (fine grout) and may contain an addlttonal 2 paris pea gravel If spaces are 4 Inches or more In every direction (coarse grout), fc = 1,500 psi at 28 days. Grout shall be mechanically consclldated (vibrated) per UBC 2104.6.2. Mortar shall be Type S, (by volume) l part Porttand cement, 3 l /2 parts sand, l/4 to l /2 parts lime putty or hydrated lime. re = 2,000 psi at 28 days. Reinforcing shall have a minimum !ap of 40 bar diameters or 2'-01 which ever Is larger, unless noted otherwise. All block walls to be running bond, unless noted otherwise. Concrete surfaces shall be cleaned of all la1tance prior to setting blocks. Grout solid all cells unless noted otherwise on plans or details. All expansion anchor bolts ln CMU shall be ITW Ramset "Redhead Dynabolt Sleeve Anchor"'(per ICBO RR1372). Design values (based upon medium weight CMU, no spec!al Inspection uno): Bolt Diameter l /'Z' 0 5/8"0 Installation Torque • Mln., Embedment 2 1/4"" 2 3/411 Min, Spacing 6" 7 l /'Z' Min. Edge Distance 3" 3 3/4" Allow. Shear l,000 lbs. l.610 lbs. Allow. Tension 260 lbs, 350 lbs. " Refer to manufacturer's Instructions for Installation torque. 3/4'0 • 3 1/411 9" 4 1/211 2,550 lbs. 525 lbs. Relnfarclng Steel l. Reinforcing steel shall be new stock deformed bars conforming to ASTM A615 a) # 4 bars and smaller Grade 60 b) # 5 bars and larger Grade 60 2. Electric welded wlre mesh shall conform to ASTM A 185 (except at slabs on grade which may be GR40). 3. All bars shall be free of loose and flaky rust and scale, grease, or other materials that might affect or Impair bond, 4. All bends to be made cold. 5. Bars noted 11CONT.11, typlcal wall relnforc!ng and vertical column reinforcing shall be lapped 40 bar diameters (24'1 min.) at all splices, Stagger adjacent splices In horizontal wall reinforcing 41-0" minimum. 6. # 5 and larger bars shall not be re-bent without ptior approval, 7. All welded reinforcing sfeel shall be ASTM A7D6. Low hydrogen E90XX welding rods shall be used for welding of reinforcing bars, All we!d!ng of reinforcing rods. shall be by an approved fabricator or have continuous Inspection by an approved testing laboratory. Gllue•laminat:ed Beam l . All lam1nated beam construction shall conform to Uniform Bulld!ng Code Chapter 23. 2. Glue.laminated members shall be fabricated by a licensed fabricator per WCLA, AITC, and use requlrements 3. Fabricator to provide a certificate of lnspect1on to general contractor. 4, Glue-laminated members may be cut, notched or drilled only with the approval of the architect/structural engineer. 5, Lumber species to be Port Orford Cedar, comb!natton 20F-V3, Fb::: 2,000 psL Fv"' 165 pa, Fe = 560 psi at top, Fe= 560 pa at bottom, E = l.500.000 pa, unless noted otherwise on plans. , 6 Provide tension lamlnatlons at bottom of beams and at top of continuous beams over columns unless noted otherwise. 7. Moisture content per PS 56. 8. Scarf per PS 56 (finger type). 9. Lam!nat/ons to be l l /2 Inches. 10. Glue-laminated beams to be Inspected dunng fabrication by an approved testing laboratory. Each beam to be stamped with an identifying number. Beams are not to be erected untll certificate of Inspection from testing lab has been approved by the bulldlng department. l l. Seal ---------------------,-,.---~.,.,,ends Appearance ___________________ industrial (uno.) Adhesive ___________________ w,et-per PS 56 Prime _________________________ .none Wrap -----------------------~-c"roup Camber "'""-----------------,===--a=-cirefer to plan Inspection -~~~----~-~---~·AITC with attachments l & 2 12. Shop drawings shall be submitted for review by bulldlng department, architect and structural engineer. Struct:ural St;eel 1. All steel construction per Uniform Bulldlng Code Chapter 22, and the latest AISC standard practices. 2. Members shall conform to ASTM A36. 3. Pipe columns shall conform to ASTM A53 for Grade B pipe. 4. AU structural steel tube shall conform to ASTM ASOO, Grade 8. 5. All bolts shall be galvanized, conforming to ASTM A307 of azes shown on the drawings, unless noted otherwise. 6. Bolt holes ln steel shall be 1/16 Inch larger In diameter than 1he normal size of the bolt used, except as noted. 7. All welds shall be In conformity with the Standard Code for ARC and Gas Welding of the American Welding Society, Structural welding shall be performed by certified welders using the electric arc process with approved electrodes. Use low hydrogen electrodes for bolts and reinforcing bars. Continuous Inspection required for field weldfng, CONSTRUC Wood 1. All wood construction shall conform to Uniform Bul!d!ng Code, Chapter 23. 2, All structural lumber shall be Douglas Fir Larch, unless noted otherwise, and conform to the grading rules of the Western Wood Products A$0clatlon. Refer to architectural drawings for addltlonal appearance requirements. 3. 4. 5. 6. 7. 8. 9. a) 2 x lumber __________________ ,Grade #2 b) 4 x lumber Grade# l c) 6 x beams, ledgers and posts Grade# l d) studs (uno. on plans) f) g) l) from0ft .. to8ft _____________ .2 x4StudGrade 2) from8ft.tol4ft 2x4Grade#2 3) froml4ft.to20ft 2x6Grade#2 decking commercial Dex trellis Grade # 2, free of Heart Center (All others WIii be reJecfed ,) h) slU plates (ptdf) ~--------------Const or better j) top & bottom plates ______________ Const or better k) blocking =========-========""Std or better Note: All exposed wood (both Interior and exterloO shall have sandblasted texture on non-concealed faces. All rafters shall be free of heart center to prevent twisting of exposed !alls. All sheathing shall be stamped by the American Plywooc Association (APA) and shall conform to the U.S. Product Standard (PS 1) with exterior glue. Composite or non-veneered panels: comply with Nation al Research Beard report NER-l 08. Sub-floor adhesive: APA Specltlcatlon AFG-01. tnstall plywood and non-veneered panels per APA Construction Gulde, latest edition. Refer to s'tructural framing plans for thickness and type of floor and roof sheathing. Refer to Shear Wall notes for size and type of wall sheathing. Nailing of horizontal and vertical diaphragms shall be Inspected and approved by the building department before covering. AH nalls used In timber-to-timber connections shall be common and hot•dipped galvanized and nal!1ng shal! conform to the app!lcable bulldlng code. AU nails connectfng pre-manufactured metal Items (connectors, hangers, straps, etc.) to timber shall conform to the manufacturer's catalogue and appUcable ICBO reports. All metal connectors r shall be hot-dipped galvanized. All stud wal!sshal! have fire blocking at 10'-0" oc maximum. All stud walls without finish mater!als on both sides shall be blocked at 6'-0~ oc maximum. Where wood Is in contact with concrete or masonry; use pressure treated Douglas Fir or sheet metal connectors. Unless otherwise specified, all sill plates In contact with concrete or masonry shall be bolted to the concrete or masonry with 5/8" diameter bolts at 61-0" oc, Note: a) All bolls shall extend a minimum of 7" Into footing, with 5" minimum Into the first pour of concrete. b) Provide a mlnlmum of two anchor bolts per piece of s111 plate with one bolt located within 12" of the end. c) Provide 3/16" x 2" x 2" steel plate washers at all sill plate anchor bolts. All bolt heads and nuts which bear against the face of wood members shall be provided with washers. l O. Provide multiple studs for so!!d bearing at ends of miscellaneous beams or girder trusses where posts are not shown. 11. Holes In structural members for pipes and conduits shall comply with the bulldlng code. 12. M lnlmum splice nailing of double plates shall be as follows unless otherwise specified: (l2)16d each side of splice with no adjacent splice within 4'-0'. Refer to typical detail on thts sheet. 13. Balloon frame all stud walls at slop!ng ceHlngs. 14. Pre-dtill all holes for 20d and larger nails. spikes and lag bolts. lead hates for lags shall be as follows: a) Shank portion -same diameter and length as shank. b) Threaded portion -60 to 7S% of the diameter of thread and same length as thread. 15. ELB lumber shall be "l .9Mlcrolam LVL", 11Paratam PSL", "Versa-lam" or "Versa-Lam Plus". Minimum properties of LVL lumber shall be: E = 1,800,000 psi. fb = 2,600 psi. Fv = 28Spsl. 111.9 Micro!am LVL1' and "Poralam PSL11 beams shalt be constructed, Installed and manufactured per specifications ofTrus Joist MacMillan and I.C.B.O. Reports NER-481 and ESl-4979. 'Versa-Lam"and 'Versa-Lam Plus" beams shall be constructed, In.stalled and manufactured per specifications of Boise Cascade Coiporation and I.C.B.O. Report NER-442. 16. All pre-manufactured metcll items (connectors, hangers, straps, etc.) shall be by Slmpscn Strong Tie Company or Tobin Steel Company unless noted otherwise. Refer to Note 5 above concerning nailing. Shear Wall l. AU shear wall constructton shall conform to Uniform Bulldlng Code Chapters 23 and 25. 2. Wall sheathing shall be 3/f/' thick APA rated sheathing (or 15/32" thick, APA Structural l rated sheathing), 24/0 span rattng, Exposure 1. Size and naHing per shear wall schedule. Note: 15/32' thick APA rated sheathing may be substituted for 3/8" thickness at owner's option. 3. Field naU Interior of wood sheathed shear walls with Sd at 1211 o.c. 4. AU sheathing shall be applied directly to the stud, with stud spacing no greater than 1611 o.c. 5. AU shear walls shall have nalllng per schedule provided at top and bottom plates, all studs, and blocklng, 6. Block all edges of wood sheathed shear walls. 7, Provlde 3 x (or 4 x) members (or double 2 x top plate) at all adjoining plywood edges for shear wall P2 through PS, and double sided shear wall Pl through PS. 8. Shear walls shall run to underside of roof sheathing with approved blocking os required. 9, Shear wall plates and studs shall not have holes larger than 1110 or any notches without the approval of the architect/structural engineer. 10. Provlde 3 x s111 plate at all double-sided shear walls, Nailing Schedule Conneefton Nalilng Joist to slll or girder, toenall (3) 8d Bridging to Joist toenail, eac=-e"n""d,------------~---·(2) Bd SHI plate to joist or blocking, face nail 16d at 16" o .c. Top plate to stud, end nail (2) 16d Stud to s111 plate (4) Bd toenail or (2) 1/x] end nail Double studs, face no 16d at 811 o.c. Doubled top plates, face nos 6d at 1611 o.c. Top plates, laps and Intersections, face nail (4) 16d Cont!nuous header to stud, toenail (4) Bd Celling Joists to parallel rafters, face nail (3) 16d Rafter to plate, toenail (3) 8d Built-up comer studs a 4" o.c. 2 x planks/decking (2) 16d at each bearing SHEAR WALL SCHEDULE -1 Bli:17 use, Setsmic Zones 3 & 4 MARK LOAD SHEAR WALL CONSTRUCTION & 260 vplf 380 pl! 3/8" thick APA rated sheathing with 8d nails at 611 OC at edges (see shear wall note 7) 3/8" thick APA rated sheathing with 8d nails at 411 OC at edges (see shear wall note 7 3/8" thick APA rated sheathing with 8d nails at 311 OC at edges Use 3x (or 4x) ates and adJoln!ng led sheathing With Bd edges Use 3x (or 4x) lates and adjoining structural 1 rated sheathing with 8d nails at 2" OC at edges. Use 3x ( I sill plates and adoln!n es 8 Ba 4 OC 5/f/' 0 AB at 16" 0Ct, 5/ 11 AB at l611 0C 3/4" 0 AB at 16" OCt, 5/8" 0 AB at 1611 OC 3/4'' 0 AB at 14" OCO o denotes anchor bo~ spacing for two sided application, 3 x sill plate required 31872 Camino Capistrano BONITA CANYON SPORTS PARK CONST. NOTES & TYP. DETAILS San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A-5.1 SHEET 52 OF 133 I ~ z n C: 0 ' ll " $ ,. n -~ OJ ,; m C JJ cl Jil j, \I ~ \; ~ z -gfo :c 0 r -;.ij't • JJ 0 n " ;r~ m 0 0 ~ ;g ~ 0 ~ ~ fI·~ z 5 C z ~ " z ~ 0 ~~ ' I I; rn CD " 59 ,. C ~ z " sealant over l /2" foam filler at expansion joint at hardscape, with sealant over foam filler hardscape or finished grade ·'= :OE 5' tE----8" split faced emu, random ashlar coursing, grouted solid, w/ #5 vertical bars at 32" oc & #5 horizontal bars at 20" oc At-"'7"-+----footlng dowels to match vertical reinforcing __ , __ , __ remainder of Q Information per 'l:e!!J mortar set ceramic tile coved base ~ 'eY ceramic tile over mortar bed __ , __ , __ refer to plan refer to plan 99105-01 99105-02 EXTERIOR FOOTING Scale: 1" = l '-0" 1 #3 ties al 8" oc split face texture +-,t at exterior surface ,;zJp::....,.L-~-1,/ sealant over l /2" foam filler al expansion joint al hardscape, with sealant over foam filler Q. ,Q 5' &'2 i'i E .0"' ~(::!,, /l<l,L+---vertical reinforcing per plan view ,ft'941----footing dowels lo match vertical reinforcing IE---solid grouted emu pilaster --/--/-- EXTERIOR FTG. AT C.T. vertical reinforcing ---14'.ji;"";tft'j'~ per plan spill face texture at exterior surfaces Scale: l" = l '-0" 2 #3 ties at 8" oc metal door frame refer to pion 99105-08 PILASTER SECTION • • 0 I cs G)~p_a_n_v_,e_w __ _ a bullnose pieces at al! corners 99105-07 Scale: l" = l '-0" 7 PILASTER PLAN Scale: l 11 = l 1-011 • ' i ! i i i : I I i I j L i ! I I d t'I --j-·-·· . -· --·--f-1··-, -~-~-,--t-· ,--~· 1--l -><-+-+--,·--' ++-+--+Hb,L,J--c,L,,1-----s ope I e cap · ·--j +·-· ·--............. _ ..... 1 ··--·i··---f--j·---f·····+····\ ........ }-.. --.f ·• .. +·-----·--i··--1 --.. ·"!-·· ---··j···· i-··· ··-···1-·· • --->-1---+-+--;• chase wall i-": •,!,-....+-l-_,,,-,....;..,1,.I -;--,-1 -i--i--....+l -+-+-+-i-1--,,-+_ +.,.I+, +-+-+,-+-it r+ : :r--• -r=t:-tr ·:r~ :·· ----:r--~ • :l:t::·r:1: ---~-1--.,..1--H-;H-r¾'--:AI-----;~ii1~~~~;~0~ each way (2) #4 6ars at bottom 90° std hook embedded Into emu wall --/--/--/-1-/--/ •• /I --/--/--/--/--/--/~'---~/ s ore during ,r ---co-nSfrUction ---~----~------:..c.L: . .:-_ ------:;_-+ ----/\:----------------------, \__ base per foundation , ' notes 8 sealant over l /2" foam filler at expansion joint at hardscape, with sealant over foam filler -'h+---lL-,.4 &'2' ci°E .o. ij~ hardscape or finished grade EXTERIOR FOOTING grout void solid refer to plan 51/4" vertical reinforcing -l,fk!v"-j?j7"°';-rjfb~ per plan emu wall where-------.;,, occurs extend horizontal--------,---,,. wall reinforcing through pilaster PILASTER PLAN cmuwall mortar set ----------,,t ceramic tile at restroom w / coved base bond coat---------1,,1 mortar bed ceram!ctlle bond cool reinforcing mortar bed cleavage membrane slab on grade sealant o/ backer rod 8" spilt faced emu, random ashlar coursing, grouted solid, w/ #5 vertical bars at 3211 oc & #5 horizontal bars at 2011 oc each face footing dowels to match vertical reinforcing 99105-03 Scale: l" = l '-0" 3 #3 ties at 8" oc solid grouted emu 99105-09 Scale: 111 = 11-011 9 811 smooth faced mortar set emu, grouted ceramic tile solid, w / #5 vertical bars at 32'' oc & #5 horizontal bars condition at restroom at3211 oc coved base @ Q. ,Q footing dowels to &"' 2 -E match vertical 1.L ceramic tile over reinforcing @~ mortar bed where occurs refer ta plan 99105-04 INTERIOR FOOTING Scale: l " = l '-0" 4 sealant over 1 /2" foam filler al expansion joint at hordscope, with sealant over foam filler • #3 ties at 8" oc ,fi,'1-vertical reinforcing per pion view ,,...~-fooling dowels to match vertlcal reinforcing ~'-;,.L-7f-b"t-solid grouted emu pilaster • I reinforcing per pion refer lo pion I ~,;l"'------~------,f-/ 99105-10 COLUMN SECTION sealant over 1 /2" foam filler al expansion joint al hardscope, with sealant over foam filler hardscape or finished grade ' ' ' ' Sca!e: l" = 1 '-0" -·112;· min ' ' ' ' ' ' ' ' ' ' 10 ' ' ' ' ' ' 811 smooth faced emu, grouted solid, w/ #5 vertical bars at 32" oc & #5 horizontal bars ot3211 cc Q[OyjQ!2 iQ~Qig! inspection for Q. QQi:tQ!'.D 41-811 Qf Q wall C: .E #5 footing dowels _, at l 611 oc each face " -,--6---,--' :a .E b _, mortar set ceramic tile conctttlon gt restroom coved base @ 2 ceramic tile over mortar bed where occurs GEi-----(1) #4 bar I & b _____ (3) #4 bars at bottom J refer to plan INTERIOR FOOTING thlnset ceramic tile accent stripe (2) #5 bars -H-++--o1 hollow metal door-t---,, frame with masonry anchors, grout solid hollow metal door-,.--,., TALL DOOR sealant over l /2" foam filler at expansion joint al hardscope, with sealant over foam filler hordscape or finished grade Scale: 1" = l '-0" 5/8" 0 X 6" Ob's al 32'' oc L6X6X3/8, extend 811 past each jamb 5 99105-70 Scale: 3" = l '-0" flush threshold mortar set ceramic tile --/--/--/-- 11 remainder of @ dotted line Indicates information per A-lO extent of contrasting tile at trench drain Q. trench drain (bottom condition at restroom 0 _i;; slopes to drain). use dotted line indicates E cove and bullnose units extent of contrasting coved base tile at trench drain at men"s { C-4 ) @ at women's { C-5 ) . ,--/--/--/ ,--,--/ /-(1) #4 bar!& b (3) #4 bars ceramic tile over al bottom mortorood i5 fl #4 bars at 16" oc b _, "' refer lo plan l 1 99105-06 CHASE WALL FOOTING sloped Ille C op , ileat~~"' rners bullnoset all co 811 emu wall, gr solid w/ #4 b at 811 oc each w out ors oy all chosew mortar se all 90' std hook embedded cmuw !Ille, sides typ Into all shore during construction • ~ 0 --g -" C --= ,,, 21-011 ----I ! -f•. I I_;-' J_ ' 1~1 -r-,-, ' ' ' .. .-.,~--· ··--I i I ·, I ··-·f"" ! ! ' --·-··-·-· --. .. ·-... 1---i-· ... ·-.. -~-1----i I I , i ! i ······----1'-·-__ ._ ····I·- _,_L,_i I ----L-f-. .. I I ' "·---+-----·· ···-l··-i----i-· 1--· ! - ! ---~- I I ~.J .. -·· ··---... ! --+-·-rj -- ·r·-···-·-·t-· ·---' ··r·· I --1 ' _______ 1 ___ ··--·· ... .. I ! --··-I - I --1-i .... ---. -·-• ___ L_ ----------·--.... -~-.. ··---- L _T,_l_ I I-,_ --r-I I i ' -- 6 .. v~ ~ ,- ~ ,)';; /// ~ ~ -~~c✓::-. ~ • 99105-12 URINAL SCREEN Scale: 111 = l 1-011 note: emu partition door keep w/ stainless steel attached w/ vandal resistant expansion anchors mortar set ceramic Ille, typ cmuwall wall post w/ l /4" 0 stainless steel __ ......, vandal resistant expansion anchors at 8" oc -door lo handicap stall shall provide 34" min. clear opening when door is open 90° 12 -door to non-handicap stall shall provide 24" min. clear opening when door Is open 90° (4) #5 vertical bars compressible refer la plan refer lo plan refer to plan (2)#4barst&b 99105_14 backup 99105-15 99105-71 99105-72 99105_73 1-----....::!:i== ==~--=.;.:.:.:..::.... ___ ,!:====:::!.--___;~+------------,--+----__;_--_;_----r--+----_;_--_;__---.,;...~---------____;;;~-1 TOILET PARTITION DETAIL TITLE Scale: 1/1/2" = 11-011 19 Scale: 1" = l 1-0~ 14 EXP. JOINT profile of column below thinset ceramic tile over smooth face emu all sides DETAIL TITLE Scale: l /l /2" = l '-0" 20 COLUMN PLAN CHECK MARK INDICATES APPLICABLE RUILDING· 181 East Restroom Building, 1990 Ford Road 181 West Restroom Building, 1641 Ford Road IElJ Mid Restroom Building, 1880 Ford Road (additive alternate bid item) llEF: DATE BY Scale: 311 = l '-0" 15 #3 ties at 8" oc (4) #6 vertical bars <;,ttt-solid grouted emu pilaster 99105-21 Scale: l 11 = l '-0" 21 DESCRIPTION REVISIONS FOOTING AT DOOR split face texture, all sides COLUMN PLAN APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE Scale: l l /2" = l '-0" 16 #3 ties al 8" oc 99105-22 Scale: l" = 11-0" 22 RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AV~ CORONA DEL MAR, CA 92625 Phone: 949-6M-8 I ll fax: 949-644-0449 FOOTING AT GATE slope l /4" per foot concrete slab w / #4 bars at 8" oc each way 90' Sid. hook typ. Scale: l l /2" = l '-0" 17 TOILET COMPART. DOOR Scale: l /l /2" = l '-0" 18 r:;rY,-r.11----mortar set ceramic Ille at walls lhlnsel ceramic Ille al diaper table 99105-23 ~ g .Llf;:;:;:11 "m:::::JJ "' #3 lies per plan reinforcing per pion refer lo pion 99105-24 -Sl~ll-S. 23 GRADE BEAM Scale: l 11 = 11-011 24 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A-5.2 SHEET 53 OF 133 • ~ - 0 m . " ~ 0 ' ~ i ~ " z "' ~ ~ l! ,, I : -0 \; z I 0 r 0 ~ n @ 0 'll m 0 " ~ ~ z 0 ~ z §I 0 ' ~ w ~ " z _m I? C 13 CD z " -0 ~ J: 0 r a ~ n 0 a ~ 'll m 0 " ~ w < z a C z ~ m " □ ' ~ w ~ z "' n /: 13 CD i z C ~ CD m :IJ ifo ~~1 "l:PiZ lli G) " -.:-' z C ~ s: R:i :IJ ~i [~ "' G) z C s CD m :IJ ~ J 0 ;p ~ z G) ' - °" w Plot Date: 2/10/00 L5x3xl /4 x 3" Jong clip angle w/ 5/8" 0 mb to ratter & 5/8' 0 ab to emu at each ratter 411 rafter bearing+-+--'~ roof sht1g over 2xdecking BN sht'g w/ 16d nails rafter =-.llE---A35f to 2 x blocking thlnset ceramic tile accent over 811 course of smooth faced emu split faced emu __ _...,1.L'.....,~L...d EAVE (2) #4 1halrplns' ~-------------------, ' ) face af ---,1--:,£-+-/-'----:,£---,L.;,i wall where occurs face of-'tr-+,,"--"i wall beyond DRAG CONNECTION shear wall per plan-----'>! where occurs, 5/811 Tl-1 1 plywood at other lacatlans 16d at 4" oc at shear walls, 8" oc remainder EN shear wall STUD WALL SILL CC66T column cap w/ (2) 3/4" 0 mb in post strap, embedded into emu column #3 ties ------ COLUMN CONNECTION &sill plate 2 x 8 ptdf sill plate w/ 5/8" 0x8" ab at mid-point between rafters in addition to clip angle ab's (2) #5 cont. bars 99105-31 Scale: 1 1 /21 = l 1-011 1 4 x ridge HGLBAbeam seat (w/ custom beam width &8"wide plate) 1 1 /2" drypack 99105-37 Scale: 1 1 /211 = 1 '-011 I&---5/8" Tl-11 plywood at restr0oms 7 l x 3 trim at restrooms -,,-_ 2 x 8 ptdf sill plate w/5/8"0x8"abat 4811 oc, uno on plans. provide 3/l 6 x 2" square plate washer at each anchor bolt (2) #5 cont. bars IIE---mortar set ceramic tile at restrooms 99105-43 Scale: 1 1 /2" = l '-0" 13 beam per plan 99105-49 Scale: 1 /1 /2" • l '-0" 19 ---------------------------- remainder of ~ Information per~ . spilt faced emu at exposed portion of lintel EAVE AT LINTEL (2) 5/8" 0 X 8" ab O') (3) #3 ties -V-ft''-,lf,,' • #5 bars --b':,U,"'--iif' w / 24" vertical legs I BEAM SEAT STl 8 strap at each rafter splice where occurs BN sht'g w/ 16d nails roof sht'g over 2x decking 4 x rafter per plan 2 x 4 stud wall----1-P-> 2 x 8 ptdf sill plate W/ 5/8" 0 x 8" ab at clip angles only C!'F-r'-,,4-(2) #5 bars cont.. top & bottom AE+---,--'-#4 bar w / 180° std. hook at 16" oc 99105-32 Scale: 1 1 /2" • l '-0" 2 4x ridge beam seat (w/ custom beam width) 99105-38 Scale: l l /2" = l '-0" 8 (2) A35 per block IE---+I<,-----5/8" Tl-11 plwd 99105-44 PERPINDICULAR WALL BN sht'g w / 16d nails 4" rafter b ring+--'~ roof sht'g over 2xdecking Scale: 1 l /2" = l 1-011 14 ,s-----beam per plan 2x blocking 99105-50 ENTRY EAVE Scale: 1 ~ = 11-011 20 CHECK MARK INDICATES APPLICABLE BUILDING· l8JI East Restroom Building, 1990 Ford Road l8JI West Restroom Building, 1641 Ford Road l8JI Mid Restroom Building, 1880 Ford Road (additive alternate bid item) BN roof sht'g 4 x rafter 5/8" Tl-11 plwd --;,j 2 x 4 cripple stud wall 1 x3trlm remainder of ~ information per~ EAVE AT RESTROOM BN sht'g w/ 16d nails roof sht'g over 2 x decking 4 x rafter per plan w/ HU sloped hgr. RIDGE underlayment -- flashing---~ roofing DORMER BN sht'g w/ 16d-~ nails 2 x 6 collf. ---'J>I\ framing l x trim ,II<;---thinset ceramic tile 99105-33 Scale: 1 1 /211 = l 1-011 ST 18 strap at each ratter splice ridge beam per plan 3 99105-39 Scale: l 1 /2" = 1 '-0" flashing to match roofing 9 99105-45 Scale: l" = l '-0" 15 STl 8 strap at each rafter splice roof sht'g over ~-v,;;- 2 x decking --""""""" (2) A35 per block 4 x rafter per plan ENTRY RIDGE ridge beam per plan 99105-51 Scale: 1 1 /2" • l '-0" 21 l<c-----------stud wall beyond at plumbing chose DRAG CONNECTION STl 8 strap at each rafter splice BN sht'g w/ 16d nails roof sht'g over 2xdecklng 4 x rafter per plan w/ HU ~oped hgr. DROP BEAM valley beams per plan 1 /4" bent steel plcrte W/(2) l/2"0mbto each beam RIDGE CONNECTION roof sht'g over 2xdecklng rafter ENTRY GABLE APPROVED DATE rim rafter -extend tail as shown MST 48 strap to sill plate and rafter cont. sill plate per G~ Scale: l 1 /211 = 11-011 (2) A35 per block beam per pion 4 99105-40 Scale: l l /211 = l 1-011 10 2" -+--+-+-1 1/2" ridge beam per plan centerline of beam 1 1/2" min 1 l/2"ty~ca_l_..,._ 1 1 /2" min 99105-46 Scale: 1 1 /2" • l '-0" BN sht'g w/ 16 d nails 16 99105-52 Scale: 1 1 /2" = l '-0" 22 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN RON YEO, FAIA ARCHITECT, INC. ---~-~------~------~--.-----+------' 500JASMINE AVE, CORONA DEL MAR. CA 92625 REVISIONS CHECKED DATE Phone: 949-644-8ll1 Fax: 949-644-0449 BN sht'g W/ 16d nails 4 x ratter, typical A35at2411 oc 2x6 2 x 8 ptdf sill plate W/ 5/8"0x B"ab at 3211 0c split faced emu wall ---W GABLE END ST18 strap at each rafter splice BN sht'g w/ 16d nails roof sht1g over 2xdecking 4 x ratter per plan w/ HU sloped hgr. 16d at 8" oc 2x6 1 X 3 trim " " " " " ., " ,,, "' " " " " ., "' (2) #5 cont. ~: bars i, " " " Scale: l 1 /211 = l 1-0'1 <E----1 x 3 trim beam per plan tE--1-¥----5/8" Tl-11 plwd 5 BN sht'g w / 16d nails 4 x rotter, typical steel grid screen -refer to extertor-----c>i" elevations for detail references ---------------------------------------1'.-., ---------------------------------------f"-., - - - - - - - - - - - - -·7· - - . . . . - - - - . - - - - - - - . -~, -~ -,~ I \ I I ' , ' . ' I I \ I I I ' I I,,, 'J low roof occurs ---- at detail 60/ A-5.3 sloped mortar cap thinset ceramic tile accent GABLE END AT SCREEN Scale: 1 1 /211 = l 1-011 BN sht'g roof sht'g over 2xdecking A35f at 24" oc------, EN shear wall l x 3 trim IE----5/8" Tl -11 plwd 6 2 x 4 stud wall ----t-P-> shear wall per plan -----,i,i where occurs, 5/8" Tl-11 plywood at other locations 99105-41 99105-42 DROP BEAM AT WALL Scale: l l /2" = l '-0" 11 SHEAR TRANSFER Scale: l l /2" = l '-0" 12 tE------4 x rafter 1 /2" radius at exposed edges l l /4" X 5/8" COl~-----c>li:Jl::ll-' rolled 'C' channel W/ 1/4" 0 bolt holes at 14" oc 1 /4" 0 stainless steel vandal resistant wood screws 1 /4" 0 stainless steel vandal resistant expansion anchors mortar set ceramic tile --c'>II MESH PANEL 1212T each side w/ (3) 1/2"0 mb 'El-------mesh screen per specifications sloped mortar cap condition qt rafter 1?·" __ • •• .. :·" ••• l l /2" radius at ~ i exposed edges ! i i.L. ____ _ cs.:·· ' • ·, .. " ... :.:::~-::"'"'":-:":.~-=---.:,·------·- 99105-47 condition at beam 99105-48 17 TYPICAL BEAM & RAFTER 18 ridge beam per plan J6~~:;z71---beam per plan w/ ---- - --~='l'="':: HUCTF hanger 1/4" steel plate w/ (2) 1/2" 0x 6" ab & (2) 1/2" 0 mb /~,---~emu wall 2 x ptdf plcrte where occurs l:'....~~----beam per plan 99105-53 section view 99105-54 11'=: l'-0" 23 ENTRY BEAM . Scale: l :::: 1 '-0" 24 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A-5.3 SHEET 54 OF 133 < -m m ~ ' ~ rn > D z _m ~ C cl D ~ u ,; z I 0 r 0 " □ 8 0 " ~ □ u m 0 " ~ ra ' I □ z m " □ ' ~ rn • ~ " z _m □ ~ C cl I u ~ ~ 0 r 0 ~ □ ?, 0 D ~ u 0 " ~ m < ~ i' 0 < z m D 0 ' jj rn ~ s z "' ~ C: cl ll ► : I z C s m :0 V)OJ \) Q c,. ~ 0 ~,,-:0 ;, ~ :ti~-~~~ r..x: z ~ ~ .-;::,. OJ m :0 u 0 ~ ;p -z ~ -z -V' G) z C ~ OJ m JJ "\t:l I ~ .a: --.;JI (1" ) Plot Date: 2/10/00 ' "" exterior e/eyqtloo j plan view STEEL GATE DOORJAMB split faced emu, random ashlar layout M 0 2x 3 x l/4steel tube © 1 1 /2 x 1 /4 steel bar (align faces at center of steel tube) © 1 /4" 0 smooth steel bar at back side of 1 1 /2" bars E @ 2" 0 hollow steel ball © 1 /2" square steel bar X brace at centeline of steel tubes "lt--i===t----<. A 0 · l" 0 steel button or rivet on exterior face ~bhibkttt=r---F © l /8" smooth steel plate on interior face of X braces ... 1 ~ gate locked 1 open ' 1111 @ U<c'('~" ~• ---N Ill I ••• 0 0 0 0 0 @ @ l l /2" 0 loop for padlock welded to gate 3/ 4" 0 slide bolt on back side of gate 2 x 2 x 1 /4 steel tube w/ (3) 3/8" 0 bars embedded into epoxy filled holes in emu wall, 1 /2" clear at top and bottom from lintel/slab emu wall (3) heavy weight five knuckle ball bearing hinges L4x3xl/2 w/ l /2", exp bolts to emu (to lock gate open) ceramic tile Ill I IIT I Ill I 1,111 111'1 Ill I Ill I gate locked closed ~ C 8 hollow metal door hollow metal door frame withmasonry anchors. grout sol!d l-1-,,4---==-reinforcing per foundation details IE----~-split face texture bull nosed edge ' • 99105-65 Scale: 3" = l '-0'' 13 , mural ( C· 13) bock wall .(C-10) 99105-75 • fabricator shall provide shop drawings showing all connections • all welds at steel tubes shall be ground smooth • galvanize after fabrication (no field welding) • field verify meashurments, contact architect with any discrepencies I I I I 11 I;! I I I I I I I I -- 99105-61 8 I 1,----------~ 'I 1,r------,,-----r-- !11 (2) #5 head bars I overhead door-----➔ track at Jamb 1, I I ii I ' I" ii I ii I ii I overhead door------+_,, 1, ' 11 I '.I I ii I I overhead door enclosure ' ~--------J_, _________ 99105-66 OVERHEAD DOOR HEAD roof tile roketi!e --;,i underlayment ---¥ GABLE END Scale: 3" = 1 '-0" roof sheathing 2xdecklng ratter 14 99105-76 Scale: 311 = l 1-011 20 CHECK MARK INDICATES APPLICABLE BUILDING: [8'JJ East Restroom Building, 1990 Ford Road [8'JJ West Restroom Building, 1641 Ford Road DF ALCOVE AT W./M. RR'S Scale: 1 /2" = l '-0" 19 [8'JJ Mid Restroom Building, 1880 Ford Road (additive alternate bid item) \ -Ell.---ratter per plan /, l /4" steel plate welded lo [ perimeter tube, with (2) 1 /2" 0 x 3" lag screws at 3" oc to ratter 0 2x 3 x 1/4 steel tube typical as shown' ·• ., .. .,,. , ' . / /,, ,, /o o .• ./ . '. ",~": ~-. _., .. -· r - - •,. .. .. I 2x 3 x 1/4 steel tube L3 x 3 x 1/4 x 6" welded to perimeter tube, with (2) l /2" 0 exp. anchors at 311 oc to emu wall (use 1 /2" 0 x 3" lag screws where timber sill occurs) /<e'-?"~L.,,1-emu wall (or timber sill at dormers) _J_.L._4...£....--"-- Y>---------------- -.~~ .. • -· ~ ........ 0 0 ./ 0 0 .----"I . . .... ,u, ,u. typical as shown y ........ ~ ~/ ~/ ~ ........ 0 0 0 0 0 0 0 0 0 eq eq typ typ 2" typ 31-011 typ E .• ..... .l( • ", >,: • • • ~ er I?: Q. "' ->--• IT Q. Q. <D? >--. er o. <D? I r•--, e,t. "· t "" "" yp .•• 2" typ 3" •• ,."' k' r, .l( • ' • ~ •.:-1/ 9-, ,,,. ~ .. ,,, .... .l(. ", .l( • • "'• • . . -· 0 " w R ------e 0 r---.. I' ---, .... "" "" '" 'l'-5" typ l '-511 tYP: ::.:: 2" typ 3" 3'-0" typ " 1 cir (refer to exterior elevation for location of X bracing) exterior elevation D C B E 0 2 x3x l/4steeltube •• l j.. ~., G ~ ' © 2 x 1 /4 steel bar (align faces at center of steel tube) © (not used) A ® (not used) © l" 0 steel button or rivet on exterior face 8 0 top of emu wall @ edge of timber framing .. Q. ? Q. "' ? ' ;:_ 1'o. ? b ' "" Q. >-- "' ' - r ---., "' .. ., ' t . F 3" 3" ' l cir ~ • fabricator shall provide shop drawings showing all connections • all welds at steel tubes shall be ground smooth note: refer to 11 / A-5.4 -'--"'-1 1---'--'------"'r---'-'---.:,..i~'-I for notes & keynotes 0 0 eq eq typ typ 2" typ 3'-0" typ STEEL EXPALIER GRID split face texture hollow metal door-1---, frame wlthmasonry anchors, grout solid ero. <D? ero. <D? eq fyp E Q. >-- 3" M-+-L6x3x l/4x 6"1ong welded to steel . tube, with (2) 1 /2" 0 expansion anchors to emu wal!, provide two attachments at each side tube 2" typ 3" 99105-63 Scale: 3/4" = l '-0" 6 W}-------------------------• galvanize after fabrication (no field welding) STEEL GRID SCREEN r - - - - - - - - - - - - ~ --~ o:e:e~: d:o~ - overhead door track IJ-,,,4----~~ reinforcing per foundation details lE-----=-split face texture OVERHEAD DOOR JAIVIB ridge tile ----ca ridge nailer underlayment RIDGE REF: DATE BY 99105-67 Scale: 311 = l 1-011 15 roof tile roof sheathing 99105-77 Scale: 311 = l 1-011 21 DESCRIPTION REVISIONS caulk sheet metal to match roofing underloyment roof sheathing flashing over 1 x 2 2 x ptdf ---"-.._,,-------_ ledger/sill ~-+--emu lintel I x 2 trim, typ 5;8" TH 1 plwd 2 ~ 4 sottlt joists mo~or set 1-:~~6:~~,1--+---~emf.Illa_ ____ •• _ DFALCOVE roof tile underlayment copper flashing 2 x shaped fascia EAVE APPROVED DATE APP'D. DESIGNED CHECKED DRAWN DATE Scale: l l /211 = l '-011 16 roof sheathing 2x decking rotter w/ radlused end and edges 99105-78 Scale: 311 = 11-011 22 RON YEO, FAIA ARCHITECT, INC, 500 JASMINE AVE, CORONA DEL MAR, CA 92625 Phone: 949-644-81 l l Fax: 949-644-0449 99105-62 caulk Scale: 3/411 = l 1-0'1 sheet metal to match roofing underlayment roof sheathing 2 x ptdf --"'""'-:----, ledger/sill <r-+--emu !Intel +?•-611 ceramic tile at restroom i emu wall~----+h 11 DOOR HEAD (JAMB SIM.) split faced emu, random ashlar layout bull nosed edge 99105-64 12 mural (C-12) bockwoll (C-10) drinking fountain wall plate 99105-74 ELEC'L CLOSET Scale: 1 1 /2" = l '-0" 17 DF ALCOVE AT EAST RR Scale: l /2" = 11-011 18 DETAIL TITL 23 DETAIL TITLE Scale: 1 /1 /2" = l '-0" 24 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A-5.4 SHEET 55 .aF 133 I~ z m • " C □ ' jj s: " • .l " Ill n • :IJ C i'l n ! I , i n ,; Cl) 01 z ,: "iOo 0 5 '""' :5 :IJ " " ;tj-~ ~ 0 " n m 0 " ~ }>9~ ~ i" o < z ~ -0::: "" z ~ 7'"1 ~ ' I " • " .s Ill !" IZ C :IJ a " z " n ,; z ~o :c 0 r 0 ti ~ n 0 " " □ ll m " ! --rn V\ z < 2 0 Gl C z iii z " C □ ' ~ :;: " • " z Ill .m n m ► :n C ~ 0 n 2 " U't ~ -..,., vl i I I I I Plot Date: 2/28/00 PLUMBING FIXTURE SCHECULE: SIZES MARK FIXTURE W V CW DESCRIPTION COi DFI FDI FD2 HAI HBI HB2 L1 UI WCI WC2 TPl Note: Cleanout Drinking Fountain Floor Drain Floor Drain Hammer Arrestor Hose Bib Hose Bib Lavatory Urinal Water Closet Water Closet Trap primer 6" 2" l l /2" 2" 2" 2" l l /2" 2" 2" 2" 2" 4" 2" 4" 2" 1 /2" l/2" l /2" l " l " l " l/2" Jay R. Smith 4053-PB-V square polished bronze cleanout. with vandal resistant screws. Haws 11119.4 stainless steel wall mounted high/low drinking fountain with back panel Jay R. Smith 3301-Y-NB-P-U. complete with 4" x 8" rectangular nickel bronze top vandal proof screws and trap primer. Jay R. Smith 3041-Y-NB-P-U. complete with 8" diameter nickel bronze top. vandal proof screws and trap primer. Jay R. Smith 5020 Hydrotrol stainless steel water hammer arrestor. precharged. (Provide one at each fixture.) Jay R Smith 5509, recessed wall type with l" water Inlet. stainless steel box and face, Integral vacuurn breaker and locking door. Acorn 8121, wall mounted with Integral vacuum breaker. Acorn 1953-1-DMS-4-FG-GE Dura-Ware, 22" x 18", wall hung lavatory, 14 gauge type 304 stainless steel. complete with Sloan Optima No. ETF-66 sensor activated faucet with 4" deck plate and transformer, 120 VAC to 24 VAC, Acorn fixture mounting, grid strainer with close <,lbow and LA pattern p-trap. 2.2 GPM maximum. l" Acorn 1705-W-l-SW-TW2-ULF, blowout jet, wall hung urinal, back spud, 14 gauge type 304 stainless steel, fbcture mounting, wall sleeve and through wall waste connection with cleanout complete with Sloan Royal No. 152-1.0-ES-S-YB sensor activated fiush valve. l .O GPF maximum. l l /2" Acorn 1675-W-1-HS-SW-ULF, blowout jet. wall hung toilet, elongated bowl. back spud. 14 gauge type 304 stainless steel, fixture mounting, through wall waste connection with cleanout. open front hinged seat and wall sleeve, complete with Sloan Royal No. 152-1.5-ES-S-YB sensor activated flush valve, and Smith carriers (model as determined by contractor). l .6 GPF maxlmum. 1 1 /2" Same as "WCl" except mount as per State of California. Tltle 24, Handicap Regulations, 1 /2" P.P.P. no. P-2, copper body, adjustable, complete with 1 /2" copper type "L" pipe to receptor. Provide with ball-type shut-off valve. drainage grates located in accessible areas shall have openings less than l /2" wide In the direction of travel. provide one a each fixture ' I 1·····--·· ' l, .. ,-.,•-·-----~•-"'I I ~ I I :;;, I I I ' "' ' I 3 .. () t ' ' I t1 '---~=~------_j_.J "' I I I I I I J , I , I ' I I sov I I t : - " ' 'i '! ·--~·-----,·--7 ......... _______ I ! if ' ', I 1: ......_\ I if ' ' ' ' I I I , , , ,: :: \:-------------"·····--··---···----~,.---·lL--.:. ----~--··-··-··---·--·-----··-···-.. ----·-·- [ ' 2" cw -refer to civil plans for POC----, water demand: 89 fixture units 65gpm ' ' ' ' ' __ .. CL. -----·: ~ ,-. ,,. : -. '\, '[ -~-""- - t 0 I I I I I I I I I I I .. I " ,, ; ,:;: "" i- ( I I I I I I sov I I I -,- sov I I 2" cw -refer ta clvll plons far POC----, 'I 'I POC r··-~ ,,,.,__... • r·-' -----__ I __ ' ' I I --------, -.......,\ \~, -·' •••• --·---------···-··-·J, ••• _,___ -----· ---------_____ ,, ____ ---------·--·-"·-······------ water demand: 89 fixture units 65gpm 1·-- 1 __ i' ..c 't a C PLUMBING SCHEDULE WEST & MID RESTROOM BUILDINGS PLUMBING PLAN Scale: l /4'' = l '-0" EAST RESTROOM BUILDING PLUMBING PLAN Scale: l /411 = l 1-011 DETAIL TITLE Scale: l /l /2'' = l '-0" 19 Iba 1st Block ot TEE Thrust Block qt 90" ELL \:::::s:::) •• ,,•1::·,.::"-:j{f\%}(/ m Jt;,; ;,;< ~ i:irx • •· ·--·· -~:-;t>'JI" i-;tir;t..-J»t:-J: • •• --- ----·· ---• ,,,~i,:;:;", >.~:'~' ll~(~t~filll Pi~" 01•0 A c' 311 1811 4" 2311 R 1611 1711 l. Thrust blocks shall be Installed In every change of direction. 2. Thrust blocks are far 150# class A/C cast Iron or pvc pipe based upon l 000 psi soil bearing pressure. (PVC shall not be 9 l l-14 DETAIL TITLE Scale: l /l /2" = l '-0" 20 TYP. THRUST BLOCKS Saale: (none) 21 CHECK MARK INDICATES APPLlCABLE BUILDING: [8ll East Restroom Building, 1990 Ford Road [8ll West Restroom Building, 1641 Ford Road Mid Restroom Building, 1880 Ford Road (additive alternate bid item) REF: DATE BY DESCRIPTION REVISIONS PLl,IMBING NOTES: l. All work shall conform to local government building standards and the latest edition of the Uniform Plumbing Code. 2. All below grade waste piping shall run at l /4" per foot slope, minimum. 3. All wall mounted plumbing fixtures shall have through wall stainless steel connections and shall be capable <;>f resisting 2000 pounds without defiection and 5000 pounds without permanent damage. 4. Piping Materials: a.) Waste: hubless cast iron b.) Vent: -2 l /2" dla. and smaller -schedule 40 galvanized pipe and fitting -3" dia. and larger -same as waste-piping c.) Water: -above grade -Type "L" with wrought copper solder fitting -below grade -Type "K" with wrought copper solder fitting q.) Valves: ball valves (Nibco, model 580 or equa0, e.) Hangers and supports: as manufactured by super strut 5. Some piping has been intentionally oversized or doubled up beyond minimum requirements for maintenance purposes , Pipe sizing shall be per drawing. Where not noted, pipe sizing shall be as follows: q.) all waste lines shall be 4" b.) all vent piping shall be 2" c. a 11 water piping shall be 2" ci . No work shall be covered until It has been Inspected, tested, and approved by authorities having jurisdiction. PLUMBING NOTES APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE RON YEO, FAIA ARCHITECT, INC. 500 JASMINE AVE. CORONA DEL MAR, CA 92625 Fhone: 949-644-81 l l fax: 949-644-0449 6. Na work shall be covered until It has been Inspected, tested and approved by the authorities having Jurisdiction. 7. Contractor shall arrange and pay cost far rneter lnstallatlon, sewer connections, permits, etc. 8. Contractor shall verify s~e. depth, location, and adequacy of all utilities, Including met<)r locations and sewer inverts prior to start of work, 9. Contractor shall Install cleanouts where located and as required by code, and must be readily acc<:>ssible. The contractor shall coordinate all cleonout locations with equipment, cabinets, etc. and the Architect prior ta any installation, 10. All lines underground shqll be located away from bearing footings as per typical pipe trenchjng detai~. this sheet. l l. Install backflow preventer devices as required by local codes. 12. Contractor shall be responsible for verifying that equipment· being provided and lnstolled by him will fit dimensionally in locations shown on the contract drawings. 13. Refer to floor plans and Interior elevations for handicap fixture locations and mounting heights. (Insulate all exposed hot water and drain piping below handicap lavatories and sinks with Armstrong "Armofle~: or equal.). 14. Coordinate all plumbing work so as ta avoid Interference with electrical and mechanical equipment and itructural framing. 15. All piping shall be wall mpunted with Unlstrut hangers y,here possible. 16. Chase waterlines shall b<, installed overnead, not underground. Plumbing Legend symbol abbreviation description -------S, W soil or waste (below grade or floor) s, w soil or waste (above grade or floor) -------V sanitary vent ---cw cold water @ fd floor drain n-ca cleanout ct,---co cleanout In slab sov shut off valve -hb hose bib ---N---sv sewer valve PLUMBING LEGEND 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK East & West Restroom Buildings PLUMBING PLANS P-1.1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 56 OF 133 < - ~ z " C: b " ii s: " > " z OJ I" \; m C JJ cl "" z " ~ en tx' \; z I ~ :z 0 0 5 --JJ " n ~jt"~ m 0 0 ~ ll ~ 0 ~ ~ :D~Z z 0 $S ' G1 C 2 ~ -;;;;;: " • ']r ...;Z □ ~ C " ~ " :s: s: " " 2 CJ] _m ~ m C JJ ~ 0 "' i ~ :saW I 0 s:: .,, 0 5 l ..,.;p ~ 0 ~ 0 a'"~~ ~ m 0 ' " ~ s· ~z ro ': ' ~ 0 c.c eG"J < 2 ro '1'"Z ~ -.:, lt~ " ~ -C " < ~ " z I" s .,.~ ~ "" aJJ C ~ 0 ~ "' ~ $ l'A V') 45" --°" Ob ) ~ \; z I 0 0 r CJ JJ ~ 0 ~ 0 0 '!l m 0 " ! z ~ ;, g r., * IF Tl-JERE ARE & OR MORE CONDUITS IN ANY BOX, USE EISEL SIZE • SF. USE EISEL SIZE• &FAT FIRST BOX e RESTROOMS. Elolt-down concrete lid marked "STREET LIGsl-lT -I-IIGsl-l VOLT AG.E" SEE SF!:CIFICATIONS CITY ST AND ARD DRAWING. STD-2'2)5-L Elraee bolte 4 nute Concrete box b!,J l:IS!:L (• 3 1/2 FJ ,t: ' ... .. ,.., V9'V9VV. 1''lVV1'V .-vvv9v,; ., ., ,, ".,,, vvvvvv,: . ., .. .,,,.,,,. • 999'11'Vll'VV9't ,,,9VV'IV99999 .....-:••·········••t ,"'.,v9,,,,.,".,",.".,"'.,".,•.,•., • ~ .,• .,".,",.•,.,".,•.,'\".,v.,• .,.".,"'v"'.,."' .. 'I 9 f' "V 1' • 'I'• 1'. 9 •'-"""" 'I' VT 9 T 9 1' 1' 9 9 V 9 '1 .. •vvvv•••••••••~••vvvvvvvvvvv .. TTVVV'19'1'1'1VVVTVTVTT'1VVV9'1V'1 ....... ., ........... .,.,.,., .. ., ••••••••••••••v•v••••••• •VVVVVVVVVVVVVTVVVVVVVV ~•vvv••••••vvvvvv•••• ••vvvvvvvvvvvv•v•• ·v•••••••••vvvv• -.9 V 'IV V VT 'II' V V V 'V --........ ,.11'v•• FLACE .FULL eox ON 6" OF CF<US!-!ED ROCK. ROCK EIASE SI-IALL EIE 12" LAF<GER IN ALL DIMENSIONS TI-IAN FULL SOX. NO SCALE PLACE FULL eox WITI-IIN !;' OF LIGsl-lT POLES OR EIOLLARDS USE Al-ir10R CAST EIOL T DOUN LID • A6(2)(2)\'i:122SMT, IN LIEU OF CONCRETE LID ALL ALONGI MacARTI-IUR EILVD. ON \12)' WALKWAY SEE SI-IEET E 1.1 FOR SIDEWALK LAYOUT DETAIL 0 CITY ST AND ARD PULL BOX ELECTRICAL CONSTRUCTION NOTES 6. 1. Ii!>. 11. 12. 13. 14. I!;. 16. 11. 16. I'll. 21!>. PROVIDE ALL MATE!'?IALS AND LAeof'! AS ~QIJl~D TO ACI-IIEVE A COMPLETE AND OPE~TIN(; SYSTEM. COORDINATE AND OBTAIN APP!WVAL5 FROM ALL ~5PECTIVE UTILITY COMPANIES AS ~QUIRED FOR A COMPLETE AND OPE~TIN(; INSTALLATION. INSTALL RACEWAY 5Y5TEM6 A5 FOLLOWS, •• ueE eEAL-TITE IN AREAS EXPOeED TO WEATMER b. USE COMF'f<EOOION TYPE FITTINGS FOR ELECTJ'tlCAL METALLIC 1\JBING WHE~ UTILIZED. c:. USE P.V.C. 5C!-I -4<il> CONDUIT UNDE-=D WIT!4 CODE 51:ZED er.ROUND. ALL NEW WIRING 51-!ALL 6E ~2 ST~ED COPPER TYPE "T!4!4N/TI-IUN" -UNLE55 OTl4Ef<ll/15E NOTED. ALL FlxnJf'lE. DE!V!CE, ETC. LOCATIONS 514ALL eE VERIFIED WIT!4 ARc:14. DRAUJINGe Ae WELL Ae EQUIPMENT SUPPLIER REQUl~MENT5 PRIOR TO ANY F<OiJCi,14-IN WORK ALL Llc.l-lTINc. FlxnJf'lEe el4ALL eE MOUNTED AND 5UPPORTED IN AecOF<DANCE WIT!4 oel-lA ST ANDARD5 AND ALL NATIONAL AND LOCAL ELECTRICAL CODEe. T!4EeE DRAWINGS A~ DIA61i!AMMATIC AND ~PIE5ENT T!4E INTENT OF EQUIPMENT, DEV!CE5. ETC. TO eE CCl>iNl!CTED AND Tl-IE CIRCUITS TO WHICl-4 TI-IEY A~ TO eE CONNECTED TO. CONTRACTOR S!4ALL INSTALL ALL CONDUIT, J•60XE5, ETC-M ~QUl~D FOi'? A COMPLETE AND OPE~TINc. &Y5TEM. ALL EXTERIOR EQUlf'MENT 51-!ALL eE WEATI-IERPROOF. ELECTRICAL CONTRACTOR 51-!ALL PEFIFOl'<l'"I ALL WOl'1K IN !!TRICT ACCoRDANCE WIT!4 ALL LOCAL AND NATIONAL C.OVERNING CODE&. ALL EQUIPMENT 51-!ALL eE NEW AND eE~ A "UL" LABEL -UNLEOO OTl-!Ef<ll/l&E NOTED. ELECTRICAL CONTRACTOR 5!4ALL 5ECU~ AND PAY FOR ALL NECESSARY 6\JILDING PEl'<J'-IIT5. COMPLETE ELECTRICAL IN5T ALLATION S!4ALL eE C.U-TEED IN ~ITINc. FOi'? A PE!'?IOD OF (I) YEA!'? • LI.ON. ELECTRICAL CONTRACTOR 51-!ALL VISIT 51TE FRIO!'? TO 61D DATE, TO VE!'?IFY ALL EXl5TING CONDITIONS TO 6E ENCOUNTE~D IN T!4E INSTALLATION OF ALL NEW EQUIPMENT. FIXTURES DEVICES, FEEDE~. ETC. E!XACT IN5TALLATION MET!40D AND ~QUl~MENTS 5!4ALL BE VERIFIED AND DETEl'<J'-IINED PRIOR TO 61D DATE. CONT~CTO~ 51-!ALL IMMEDIATELY NOTIFY T!-415 ENGINEEI'? OF ANY REQUl~D MODIFICATIONS WHIC!-4 A!<E NOT 51-!0UN ON T!4E5E DRAUJINGiS. 5UeMITTAL OF 61D INDICATE5 CONTRACTOR 15 CC>c.NIZANT OF ALL JOB 51TE CONDITIONS AND WOl'1K TO eE PERFOl'!MED. ALL EQUIPMENT ELECT!'?ICAL C!4ARACTERl5Tlce. LOCATIONS. AND CONNECTION REQUl~MENTS eMALL eE VERIFIED PRIOR TO ANY lsO\Jc.l.l-lN WOl'1K. ELECTRICAL CONT!eACTOR 51-!ALL RJl'Nl5!4 Tl-IE FOLLOWING 51-!0P DRAWINGS FOR APPROVAL. a. ALL LIC.!4T FIXTIJ~e. b. ALL ELECTRICAL !!EFtVICE EQUIPMENT, DISTRleuTION EQUIFMENT AND PANELeoARDe. c:. OTI-IER ITEMS A5 5PECIFICALL Y INDICATED. TI-IEeE ITEM5 &!4ALL BE A~vED 6Y T!-416 OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING OF<DE~ OR PEFIFOl'<l'"IING ANY lsO\Jc.l.l-lN WOl'1K. COMPLETE ELECTRICAL SYSTEM 5!4ALL BE c.ROUNDE!D IN ACCORDANCE WITI-1 Tf.lE Pf<ESENTL Y ADOPTED EDITION OF Tl-IE N.E.C. AIU. 2!:>i!>. PROVIDE Tf.lE OU.NER AND Tf.115 E!Nc.lNEEI'? WITf.l ONE 5ET OF ELECTRICAL "AS-6\JILTS" AT Tf.lE COMPLETION OF JOB. 5LOAN TRANeFOFiNER t FAeT Al~ f.lAND DRYE~ A!<E TO eE RJRN151-1ED eY OTI-IE"'5 t INSTALLED 6Y Tf.lE ELECTRICAL CONTRACTOR. 5PLICE5 IN UNDEl'l:1,ROUND RJLL eoxee 5f.lALL eE WATEFi!Pli!OOF. U5E T t e • 2D-e 6\JTT 5PLICE5 OR C-TAP5. 5EE CITY 5TD. • 211'5-L. TAPE WITI-13 LAYE~ OF RUOOER TAPE t 3 LAYE~ OF VINAL TAPE COVERED WIT!4 3 COAT5 OF ecoTCI-IKOTE INeuLATION. ALL PANEl.5, ~LAYS, CAelNET5, ETC. 51-!ALL f.lAVE Pf.lENOLIC LAeEL5 ATT ACf.lED. LAeEL5 51-!ALL STATE Tl-IE EQUIFMENT CALL-OUT tel! 1-1/4" x 3" • WHITE ON BLACK. = 01 "' GL06E t ELECTROLIER WITI-I SS WATT FI-IILLIF5 GlL LAMP A GLOBE, NYLAND co. EXT. REFRACTOf'<, TYPE II -w "104 e,05 20& ,---GLOBE, NYLAND CO. EXT. F<EFRACTOf'<, TYPE V ♦ ....---"104 005 2e,s -----eALLA5T, FI-IILLIFS GlL SSW 5113 I-IF GENERATOR • 240V CONTACT MITCI-I KLASNA 1li SEQUOIA L TG. (511/ ll85-181lel 5" GLoee I-IOLDER PI-IOTOCELL, ALR-AA-11!>65 -------POLE, AMERON • 22CT-10('31/ WITI-I MOD. •41 NOTES, I. ALL BA5E5 5HALL 6E POUl'i!ED TO" 4" 6ELOW 51DEWALK GRADE 2. Tl-IE AREA AROUND ALL STANDARDS S.!ALL 65 FORMED AND POURED WITI-I GROUT TO EXTEND 6" ON EACI-I SIDE AND BACK OF STANDARD AND FROM BACK OF CURS TO FRONT OF STANDARD. GROUT 5.!ALL eE, POURED FROM TOP OF BASE TO SIDEWALK G!'?ADE. GROUT $1-!ALL CONSIST OF 2 F'A!'?T5 SAND AND I FART CEMENT . 3. EAC.! POLE $1-!ALL .!AVE A PULL BOX. SEE 5TD. "209-L . 4. FUSE .!OLDER 51-!ALL BE LOCATED IN PULL eox. 5EE STD 2,Z,!!>-L . e.. ALL TI-IREADED CONNECTIONS Sl-!ALL I-IAVE APPROVED ANTI• SEIZE COMPOUND. Ii>. WIRING FROM ADAJACENT PULL. e6x TO LUMINAIRE MAY 65 ~2 All.t.. INSULATED STRANDED COFF'l:R (NON-GROUNDED CONDUCTO~) AND ~2 Al1k!r SOLID COFFER GROUND. MATCI-I COLOR CODE OF Clf'1CUIT. VARIES ,, DOOR OPENING FACING STREET 'r..;;..;;;:c.c--,-1/ / EXIST CUl'15 / AND GUTTEI'? 1'-9/1611 3/4" x 18" GALV. ANC.!OR 60L TS. F'l'<OJECT 3" A60VE TOP OF FOUNDATION 2'-iZ'" SQUARE 2'-i." DIA CIRCUl..AR . '·. 7a'""':--'' . ,.,. • I•· ,..-,~"-ii • 1··· • X-.'-,.-'---s:rll\ : .. ,_: '·· •• DOOR OFENINa. ELEVATION BASE DETAIL 0 CITY STD-202-L-A t 32" f3 RE6AR LOOP ---, / I \ j 8"r ---.---- 42" S'rM6OL 0 FLAN VIEW EXTEND CONDUIT ~--rb" ABOVE GROUT GROUT TO EXTEND 2" A6OVE GRADE .t 6E 4" MIN ON 1-llGI-I ~-SIDE OF FIXTURE. 5LOFED TO SI-JED WATER KING LUMINAIRE O KL-C-S-LAC-V-3S-l-lFS-241Z>-E41Z>-BF 42" TALL 1-llD BOLLARD. PEARL GREY WITl-l 6LACK LOUVERS. NO KNOWN EQUAL BOLLARD LIGl-!TING STANDARD 0 0) CITY PULLBOX 1" PVC WITH 3-#12 WIRES---' CITY OWNED MUl TIPLE CIRCUIT (24.0 VOLT) NOTES: 1. ALL CONDUIT SHALL BE 1-1/4" PVC, SCHEDULE 40, EXCEPT THE CONDUIT FROM RULL BOX TO LIGHT POLE SHALL BE 1" PVC. 2. SEE CNB STD-205-L FOR PULL BOX AND FUSEHOLDER DETAILS. . ' 3. AFTER CABLE IS 'INSTALLED, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCTSEAL OR EQUAL. .. CITY STD-204-L 3" NOT TO SCALE TRENCl-!ING DETAIL BEl-!IND CURBS ALL CONDUIT FOR Tl-IE TYPE "A" FIXTURE6 61-!ALL SE MIN. I 1/4" PVC, SCI-I 41Z>. ALL WIRE 61-!ALL SE MIN. 118 Tl-!U.N 6TRANDED CU. WITI-I A • 6 SARE 60LID CU. WIRE. Tl-IE CONTRACTOl-il SI-IALL U6E COLORED INSULATION, NOT TAP!:, (6LACK, RED 6LUE, Yl:LLOW, ORANGsE, 6ROUNJ FOR Tl-!E 5TRE!:T LIGsl-!TINGs AND ALL 12,Z,/24€) VOLT CIRCUITS. Tl-IE CONTRACTOR SI-IALL INST ALL A PULL eox, WI-IETI-IER SI-IOu.N OR NOT, AT EVERY LIC:il-lT POLI: AND BOLLARD. Tl-I!: CONTRACTOR Sl-!ALL PLACE A FULL eox EVERY 160' MAX IN EACl-1 CONDUIT RUN ON Tl-IE l:NTIRE FROJ!:CT FOR ALL LIGsl-lTS AND DEVIC!:S. Tl-IE CONTRACTOR SI-IALL ALSO PROVIDE Tl-IE FU6E AS6EM6L Y SI-IOUN ON STD-2/Zl&-L. ALL CONDUIT SI-IALL !-!AVE A MINIMUM OF 24" COVER A. No. E11ll28 p, oe/3 Ecrl\\ FCAI; RE: DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVI~£ ALERT OF SOUTHERN CALIFORNIA APPR OATE. ______ 1 1----1--+----------+---I ... APP'D. DESIGNED CHECKED DATE BY DESCRIPTION REVISIONS DATE: _;l/(b/0(2) EISEL ENTERPRISES# 3-1/2 F PULL BOX MARKED "STREET LIGHT" 1" PVC CONDUIT WITH (3) #12 WIRES STREET LIGHT 1-1/4" PVC CONDUIT 0 0 U[J CURB FACE ~ NOTE: PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS. 3 LAYERS OF 3M ELECTRICAL TAPE #23 OVER 3 LAYERS OF TAPE #33 OR EQUAL (TYPICAL), RUBBER BOOT NOT 5'MAX. TO CL. OF STREET LIGHT TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD_ AND BOLLARD SECTION ,2· r 5" _J_ 18" --+ ,___ 3/4" CRUSHED ROCK BASE A-A ACCEPTABLE 2-1/2" LO TYPICAL FUSEHOLDER _,,,,,-+lANDI-IOLE L..--'----,~FACE STREET 4 PARK LIGl-!TING STANDARD INDICATES TYPE V REFRACTOR INDICATES TYPE II REFRACTOR see Tl-llS Sl-lEET FOR DETAILS SEE DRAWING No. STD~21Z>2-L-A SEE DRAWING No. STD-21Z>4-L SEE DRAWING No. &TD-21Z>S-L PARK LIGI-ITING STANDARD WEST COAST DESIGN GROUP ELEC1RICAL t LIGHTING ENGINEEfllll 26692 PA&EO Em!LLO, SUITE 2"'21 &AN JUAN CAl"15TRAN0, CA 'i!Z61& <'ll-4<:112~-1s1e FAX 2~-ne:i CONT ACT, RUSS OWENS BONITA CANYON SPORTS PARK ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-511--4-S SHEET E 1.0 OF 57 133 . ;; " . ~ • I I I I ' I I I i ' • □ ' ~ a > ~ " !" n l> 'is 0 " z " "O \; z a 6 TI n m 0 § ;g m O ; ~ ~ 0 < z rn ~ . a ' -~ ~ D z .rn ~ C ~ 0 n ~ z C :;: OJ 9:1 ~~ C, 0 0 ~ --,;;r;. :0 ~ ~ z ;rt-"' £'GJ \'; z c..:E C. i :;: ·-OJ m :0 ! J 0 A-11,13 \ \ \ \ \ I A-11,13 G) I ' ----.t:::[_ ------ -- CONDUIT 4 WIRE LEGEND CD NOT USED THIS SHEET ® .2#6 .$ 1#8 GND 1-l/4"C.. CITY ST AND ARD PULL BOX. SEE 51-lEET El.0 FOR DETAILS ~ NOTES. SEE TI-IIS SI-IEET FOR PLACEMENT DETAILS TYPICAL TI-IROUC:i:I-IOUT SITE. ------------ --------------------_q_ ----- ------- ---o.... ---------------o_ ---------------_n ---- -r-i l.J ----I CITY 5T AND ARD BOLLARD FIXTURE. TYPICAL Tl-lROUC:i:I-IOUT SITE. -----------..o --- '. ':• . ·, .. . . ~. ., . -.-. ·, .. , :: • '• ~-•• 'I : . .: . . ·-••' ... L IC:i:I-IT SCALE: 1" = 20' ----------------------- - "' "'"' --- 0 0 0 -- •·. _, !Cf.OF BOX : ' . ·, '·. :-. •. -·-· . ,. ' ' • '.: • ,1 •• ' ·, . . ,, ': . . -·-.... ,I · ...... KEY MAP NORTH ---------------------------- D A-11,13 --------------------....... _ •• ·,:---~----: ./ ·, '-_ I 0 PULL BOX CENTERED ON FELT EXPANSION JOINT, TYPICAL TI-IROUC:i:I-IOUT PROJECT, EXCEPT FOR TI-IREE LARC:i:E BOXES AT RESTROOM AREAS. REF: PPROVEO --,...,,. \ .,, I \ i \ NORTH l--+--+---'------------l---1 DATE _______ 1 DATE BY DESCRIPTION APP'O. DESIGNED DRAWN REVISIONS -------- --- 0 -- ------ 0 ' . '. \ 20' 0' fl' W d i!IFB Ne 971 m --- 0 -,. ' I ', ------□---------.:...._ - - ------ '®: G)( .. -\-.. , \ --"• 20' 40' ---- \, \ 60' i ----- \. '-·~ ' \ ... - \. t ' ' ~ !· I ' ' ., ·,: .. \ ' I. . ' ,,, -" '•\ \ ',d I ' , . ' ' - I N • w t-ill ill :r: d) ill ill d) ill z _J I l) t-- <{ r SCALE: 1 "=20' WEST COAST DESIGN GROUP EI.EC~CAI-• LIGHTING ENGINEER& 266!12 PMEO e!'!ILLO. 6U!TE 2H &AN JUAN CAPI&_.,, CA '1261& ('M'lll 240-lll1& FAX 240-n&2 CONTACT, fi<\J&S OWEN& BONITA CANYON SHEET SPORTS PARK ELECTRICAL PLAN E 1 . 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF 58 133 ~ 5 r Cl ~ n ~ 0 " ~ ~ 0 , 00 " ' ' " ~ 0 z ro m " □ ' ~ 0 • < " z /TI \; C: 13 'ii ,, ~ i I 0 r 0 il n 0 ~ ~ ~ 0 ~ ~ ~ B ~ z " □ " ~ 0 • " z _m n !: cl " z " ' i ~ \:; z ~ 0 r □ ~ n § 0 ll ~ □ ~ ll-" ~ 0 z 2 C s:: ~ C/\g,o "i ~ JJ a--~ z i ~fj) "' =! 2 To.__ C ~~ m JJ \'ti (\i £~ -·z ,...., fj) p --2 -v~ :?,-CD m ;:,, JJ ""I:! I 01 --ti ,-·- J, ~ --,,;~ (p 0 JJ ~ z fj) -• w 11-w w =r ti) w w ti) ill z _J =r l) t- <[ r:: I- =--==~~~~ ------~--:::-:::-=-----~ --------------=-=-=------- =====------------------=========~~-~=~--~--~--~--~----------------- ----------------------------------------------------------------------------------------- -------------- _____ ..o_ ---------D.. --- ----------- ----------------------------------------------------------------------------------------- 0 I KEY MAP NORTH SCALE: 1" = 20' -------------------------- 0 0 ~ ◊ REF: ,ir--t----------J-_JA ROV D DATE BY DESCRIPTION REVISIONS DATE APP'D. DESIGNED DRAWN DATE1 2/2(!;,/(?)/Z) NORTH U[] ~ CONDUIT t WIRE LEGEND 0 0 0 20' o' pt e, mt M W CW M W FA t$t NOT USED THIS SHEET 2#€:, 11 1#8 CSND I-l/4"C. 20' 40' 60' SCALE: 1"=20' WEST COAST DESIGN GROUF ELECTRICAL , LIGMTING l!!NGINEERS 26692 PASEO BRlLLO, 51.11TE 2H SAN JUAN c:APl$TRANO, CA 9261!> (~9! 2-4'1>•1316 PAX 2-4'1>·1182 CONT ACT, RU55 OWENS BONITA CANYON SPORTS PARK ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT cf) • ill II- " w w =r ti) ill ill ti) P-sr:i-1.f-S SHEET E 1.2 OF 59 133 : I, I I) i z C :s:: R:l JJ ji1..... ___ ...J I) i ji~---..J ·- } N • w 1-w ill'' =t cJ) w w cJ) w z _j =t 0 I- <( r: ------ ----- 0 ------------ -------- -- -------------- • ~~ 1/ ._:=_/ KEY MAP SCALE: 1" = 20' ------------- CONDUIT 4 WIRE LEGEND CD 0 0 0 ® NORTH NOT U5ED THIS SHEET NOT USED THIS SHEET 4#6 $ 1#8 6ND 1-l/4"C. R ' DATE BY ~,o<ESS/ ~\-\-A. No. E11028 Exp. 06/30/ Ecnt1C Of CALI DESCRIPTION REVISIONS APP'D. - ------ I I 20· o· 20· M-WQQGI m co m o m SCALE: 1 "=20' NORTH APPROVED U[J WEST COAST DESIGN GROUP ELl!CTRICAL. • LIGHTING e-lGINEE~ DATE 266g2 PA&EO -LL-0, OOITE 2/Zle &AN JUAN CAPl&TRANO, CA g261& DESIGNED DRAWN /'M9.> 2412>-1:~1& PAX 2412>-11&2 DATE: 2!2fo/lZ)IZ) CONT ACT, Rl.155 OWEN& l I p , " I > p " .m g C ~ 0 ?I ~ 0 0 0 :{ ~ • w ~ \; z :,: I-0 5 w ~ 0 0 ~ ll w ~ a ~ ~ =t z 0 C z cJ) ffi " 0 ' I -p w " m 0 w ,, C: ~ 0 cJ) " z " w z _j =t 0 I- <( r: ~ \; z a 5 ~ 0 § 0 " m el " " ~ a t' < z w m ~ ' ~ ~ z _m g C ~ 0 " z " ~ :,: 40' 60' 0 5 ~ ~ 0 □ 0 ~ ll m 0 " ! w < z 0 C z " P-51W-S BONITA CANYON SHEET SPORTS PARK E 1.3 ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF 60 133 z C: $ []J ~ 7 CJ) g,, ,:, ::s 0 Q, -JJ ~i"~ ~~~ ""~z -c ~ ~ s: []J m JJ -0 ' 01 .,... i l (/; \!! ~~ ~l-:! ~ [z lj) -0 z .-c: p $ :s co rn JJ G" ) / 0 --~.., w CJ JJ ~ z G'J ({) ~~ ill I--ill~'-' ill "I =t " <'.l tl) ~~-;~ ill ~~ ill tl) 0 -------- CONDUIT t WIRE LEGEND CD 0 ® 0 ® NOT USED THIS SHEET NOT USED THIS ,,_u ->nEET NOT USED THIS ,,,.u ..,,,EET NOT USED THIS ,e.u ->nEET 4#6, :2#8 $ 1#6 6ND l-I/4"C.. -- KEY MAP 0 10 ~o NORTH SCALE: 1" = 20' DATE BY orE ,__1,. A. llo.E11028 Exp.ll6fJO/O DESCRIPTION REVISIONS AP ROV 0 DATE APP'O. DESIGNED DRAWN DATE· • 2126/(?)(!) NORTH WI] 20' ~ I) M 0' mm l!.!I@ e, C mj / SCALE: UJEST COAS ELECTl'tlCAL. T DESIGN GROUP 26692 PASE LIGl-!TING ENGi ~AN JUAN c:p~~ elJITE.~ 949/ 240•131& , CA 9261!!> CONT ACT, RU;AX 240•11&2 S OUJENS / 1 " 20' I =20' 40' 60' i B~~1'i-CANYON ELECTRlg:ARK CITY OF NEW L PLAN PUBLIC WORK PORT BEACH S DEPARTMENT 0 0 C '( U) I-- ill ill =t tl) ill ill tl) ill z _J =t u I- <{ r SHEET E 1.4 OF 61 133 I • ' • I ' • I I ! ! I ~ \; z a ~ 0 ~ n ~ \l S:l ~ ~ ~ z D C z i . □ ' - ~ ~ z _m ~ C cl I m ,c. C ~ m :0 '"'1 I \ !l !~ J, -rilo ~~ -, ~ i--~ "'O~ li"~ ':'.$ co m JJ ,f;" ---w (pJ / I / / I I ' I I / I I I I I I ~r-r ··" ,_ I ,...._,.... IC I ' ' I ' ' I , I I 0 ' 01 I I 01 0 I I ' ,/ ' 0 ' ' 0 ' ' 0 -- 0 D ' I " I " I 0 0 0 0 0 ' I I I ~I I 0 ' 0 D 0 0 " ' 0 • 0 ----------- • Q • • II o • •• • o ' • • 0 • 0 I I I I I I I I I I I I I L I I I I I I I II o O ♦ rf---CD (TYF) I I I I I D A-1,9 CD (TYF) 0 - " A-1,9 0 0 CD 0 ' 0 "--i-.--1L...---'~=-"--,--"-q:_=-~-===~r A-I9,2I i;;ru---1~'-r---., 0 KEY MAP REF: \ \ CD APPROVEO \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \_,> \ \ olG:N L IG:1-!T _ 6EE 61-!EET E 2.0 FOR DETAIL$ .$ NOTE6. NORTH· 0 -- "'q ~~ FUE3LIC Fj..jONE PER UBC 11176.2 20' o' 20' M-wamq am rm,, w SCALE: 1 "=20' NORTH l-----+--l---------r-7DATE uo WEST COAST DESIGN GROUP ELEcTR!CAL • LIGHTING ENGINEER!! 26692 PAaEO M!LLO, 51.JITE 2"'° e ..... JlJAN CAPISTRANO, CA 926i~ ('b-4':!I) :24',-1318 F=AX 240-1'182 CONTACT, Rl./55 OWENS SCALE: 1" = 20' DATE BY DESCRIPTION REV!SlONS APP'O, DESIGNED CRAWN DATE, 3/13/JZ)JZ) CD 0 0 0 ® @ @ G) ® ® 40' CD ADD HOUe>E SIDE SHIELD TO FIXTURE 2#l, 4 l#e 5ND I-I/4"C.. NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET 4#e,, 2#e, 11 l#e, 5ND I-I/4"C.. 4#e,, 4#l, .$ I #e, 5ND I-I/4"C.. 2#12 .$ 1#12 5ND 9/4"C.. 2#e, 2#12 4 l#e 5ND I-l/4"C.. 9/4" c..o. FOR PHONE LINE 4#e,, 4#e,, 9#12 i l#e, 5ND 2"C.. 60' -1,9 P-51-:W.-S BONITA CANYON SHEE T SPORTS PARK ELECTRICAL PLAN E 1 .5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF 62 133 I . .sf; G'J ojo ..._ -JJ "J'~~ ~ f~~ Tt-:s z <c ,, s:: :s aJ m C JJ ll I di I , ) ----- I I I I I I I I I I I I I I I I I I I I I \ I~ I--~ I I I I I I I ~~ \' ',IN ~--1!-W ~~~~~ts~i~~~~~ I I I I I I I I I I I I ME $R LOCATION I AL TERNA TE RE iROOM 16 NOT UIL T. SEE \PA !EL 6C!-lEDULE N 61-lEET E2.e> SEE µTILITY DRAUJIN 6 OR pCE POINT OF ONNECTION. I I I I I I I I I I I I I I I I I I I I I cl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~tfif~~~C~-'J>:;f,,,*:..,,j' I I --i-\'--JW::,11;51 I, 'I I I !A-1,:, ~:v--i++-1--1J-1--1 I 0 MA TCl-lL INE = SEE Sl-+EET E 1.7 CONDUIT 4 WIRE LEGEND 0 0 0 0 KEY MAP @ 20' o· ~aacmuc m a m «n • SCALE: NORTH REF! APPROVED SCALE: 1" = 20' NORTH DATE BY DESCRIPTION ill) WEST COAST DESIGN GROUP ELE<::TIO!ICAI. ; LIGMTING ENGINEEFee DATE 266"2 PAeEO -ILLO, elJITE 2.,., &AN JUAN CAPII!~, CA "261!> APP'D. DESIGNED DRAWN (g4S) 2-4<2>•1318 FAX 240-1182 REVISIONS DATE: 212~/(?)(?) CONTACT, RU&& OWENS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I \ I I I I I I I I I I I I I I I \ I I I I I I I I I 1 I I 20' 40' 60' ~ ,: z 1 "=20' I 0 0 r □ ~ " n ~ m □ P-51":µ!-S ~ ~ m O ~ ~ z < "' ~ ~ G) BONITA CANYON SHEET SPORTS PARK E 1.6 ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF 63 133 MA TCHL /NE -SEE Sl-lEET E 1.0 I ' I •-j----1----i- CONDUIT -$ WIRE LEGEND I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --1--- □ A-1,3 I \ I \ I \ ~ \ MATC!-IL /NE -SEE Sl-lEET E 1.8 CD -1,3 SCALE: 1" = 20' KEY MAP NORTH A OVEO NORTH DATE lO DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS DATE, 2/2(!;,/(Z)(Z) 20· o· 20· A am w w m m m o w SCALE: 1 "=20' WEST COAST DESIGN C:IROUP ELECTRICAL t LIGMTING liNGINEl:Rll 26692 f"Ml:O -Ll.O, etllTE 200 ~ .AJAN CAPie~, CA 92615 <949> 2412>-~,e FAX 2412>-ne2 CONTACT, RLIS5 OWEN5 40' 60' ~~ BONITA CANYON SPORTS PARK ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT , ~ . z □ C: " ~ , 5'. ~ z CD "' ~ 9:l 2l " Ii .,, ,: \A '83 z I 0 l,1:/,:/ ::s 0 5 -JJ ~ " ;3"1~ □ 0 ~ 'll ~ 0 ~ ~ rs 15 z a ~ z ro r-c z ~ . □ ...._c ' -~ ,! ~ 5'. " z CD .m " m )> JJ C 2l " z ~ ) / .,, ---,· ~ I 0 0 5 JJ " " ~ ~ 0 " ~ .,, m O ; ~ z z a G) s z P-51~-J SHEET E 1.7 OF 64 -}33 MATCHLINE -SEE St-lEET E 1.7 -!-- CONDUIT .t WIRE LEGEND 0 211e, 4 I11e, G,ND I-l/4"C.. 0 NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET 21112 $ 11112 G,ND 9/4"C.. NOT USED THIS SHEET NOT USED THIS SHEET I I PROVIDE (2) 2OA., I20V-GFI DUPL l C.ONVENIENC.E OUTLET EAC.H MOUNTED IN DEEP S~LE 6ANG (HANDY SOX) OUTLET SOX JIIIITH A STAINLESS STq:EL C.OVER PLATE. PROVIDE A DEEP SINGLE GANG OlTLET SOX JIIIITH A BLANK C.OVER PLATE FOR C.ONNE TION TO FUTURE SC.ORESOARD C.ONTROLLER. MOUNT ALL THREE DEVIC.ES IN A TRONG,SOX II S6-I6SSJIII STAINLESS STEEL SOX JIii/ PED-I6 S -PEDESTAL MOUNT. SEE DETAIL SHEET E 1.e, 4 HARD APE PLANS. (I) 9/4" C..O. TO J-SOX @ SAC.KST P INSTALL JETLINE II PLU6 ENDS ON ALL DUC.TS@ EVERY PULL SOf STRONG,SOX II SSS-I6SSW STAINLjES5 STEEL SOX JIII/PED-1Jss - PEDESTAL MOUNT. INSTALL SQUARE D PANEL II GOel6LloqF INSIDE PEDESTAL. PROVIDE SRE/A.,KERS FOR EAC.H 6AC.K9TOP OUTLET. MOUNT CENTERED ON C.ONC.RETE STRIP SETJIIIEEN ORNER POST AND THE FIRST INTERMEDlf'TE POST. SEE DETAIL ON SHEET E I.II. I 2112 $ 1114 GND l-1/4"C.. TO RESTROOM BUILDING PANEL. (I) 2" C..O. TO RELAY CABINET AT BUILDING. INSTALL JETLINE 4 PLU6 ENDS JIIIITH C.ARLON DUC.T PLU6S ON ALL DUCTS@ EVERY PULL SOX. e,'-0" SQ. PAD SECTION ENLARGEMENT N,T,S, 1. METAL ELECTRICAL CONTROL BOX CENTERED ON PAD. 2. ELECTRICAL CONDUIT. / / I I I I 1 I I A-S,11 I I I l~ric:J.-~~ I I-NHf4... I I 11---~-r A-IS,17 / IUl*'J>-;~ec/f-1 / ~~~·t~f?11~,/ \ ! 11-r--1-r,T'71~:::--o .-\) I I I I I I I I I I I I I I I I / 0 I ' I I I I I I I I ~ C----u~------ \ .. ~-CD\ I I I I I I I I I I I I ~-.\ 0 \f 1 .; y~ I I lfH:~ I i 111YctlA A-IS,11 I l!t· ~~----------I I I : I I I I 117--.,~/ I ITT:'rl~-~ I f-½--'"--.,j I r-il>-<"/"."( I I I I ,1~1 I D I I I I I I I I I = I I @ I I I I I I I I I I I 0 CD u--__ .;;;;--___,~-.:::- I I I I I \ D I I I I I I I \ I f-- I I I I I -------- ------g 0 \ I I I I I I I ---- 6<7;-- - - - - _rl.-- - CJ @ 0 -11,13 0 0 3. SCORE KEEPER'S PAD MA TCHL INE -SEE SHEET E l.'3 4. STEPS 5. CONC. PAVER KEY MAP NORTH SCALE: 1" = 20' ----------------------------- ----------- D P6 -----·--.::::~~ --------=---------,pe1 ----------------------~ ------------------- D -- D - NORTH RE; APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS DATE, 3/13/IZ)JZ) -------------..... ----' '-"\ \ \ \ \ I . . I I I I I I I I I . . . I . I • : I •. • I . . I :-I • I •. I • :. I : •. I • · .. I I I , I I I I I .. I . . I .. . . I I I .• I ((1) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I •. ' I ~A ·1 '. I . . • . I • ... I 'lr:2"<1---· . I ·. I .. • I •.• I ... I .• I .. ,___,~ : I ,?J..--r--.,..,,-,,_ . \ • \ . • I •. I . . \ . I • . \ • I • : \ \ • \ -+->,--+ --- 1 20' o· 20· mmrl_ .. ljjil"'~lllrf_,.~~~~ [GttCllillGO 40' SCALE: 1 "=20' I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I \ \ I I \ I \ I \ I I I 60' I I I \ \ \ \ WEST COAST DESIGN G:ROUF ELEC:Tlt!CAL • LIGI-ITINao ENGINEER& 266!92 PASEO BRILI.O, 5UITE 2012> &AN JUAN CAPl&TRANO, CA !92616 (!149) 24'!>·13'1& FAX 24'!>•11&2 CONTACT, R,.16& OWEN& BONITA CANYON SPORTS PARK ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ,- ~ z m . " □ C ' ~ a s: ~ z CD .m \/ ~ C cl ~ ~ 1 I I ' ~ ,; !3 0 z I □ r (!) :0 □ " n ~~ m 0 ~ ~ □ ~ ~ □ ~ ~ e z z B G') C Z i . z □ ~c ~ ;g .-s: ~ z !" $> CD ~ :s ~ cl " z " /Ii:" ~ -,,)l ul ) \ \ \ I I I ~ ,; z \ a 0 r 0 ~ ~ n ll 0 ~ ~ ~ m □ " ~ z rn < z ~ G') C I SHEET E 1.8 OF 65 }33 I I I I I I I I I I I I I I I I I CONDUIT t WIRE LEGEND CD 0 0 0 ® @ G) 0 ® @) ® ® @ @ ® @ @ @ ® ® (9 211e, 4 I11e, GND l-I/4"C. NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET 2112 $ 1116 GND l-I/4"C. (I) 2" C.O. TO RELAY CABINET AT BUILDIN5. , INSTALL JETLINE i PLUG ENDS 1-'ilTH CARLON DUCT PLU5S ON ALL DUCTS @ EVERY PULL BOX. FUTURE SCOREBOARD. 4118, 21112 4 Ille, GND I-l/4"C. NOT USED THIS SHEET NOT USED THIS SHEET 4118 4 Ille, GND l-I/4"C. 6118 4 Ille, 5ND I-l/4"C. 811e, i 1118 GND l-l/4"C. S/4" C.O. FOR PHONE LINE I211e,, 51112 4 1118 5ND 2"C. + 2112 4 1116 GND l-l/4"C. + (I) 2" C.O. FOR FUTURE SCOREBOARD. SIii, 2#6 4 1114 <:,ND 2"C. + (I) 2" C.O. FOR FUTURE SCOREBOARD. MA TC!-4L INE SEE SHEET E 1.8 u \ 00 -1,~ I I I I \ \ I I I I . I ~ \ \ \ \ I \\ \ \ I \ \ \ \. \ I \\, £is,11 \ I I I I I \ \ I . \ ~ I • \ \ I \ \ \ \ g \ I I \ I I \ \ \ \ \ \--- MATCl-4L INE v D - CD CD D 0 0 D . . ,. ' 0 / 0 -0 -/-00 / D 0 0 D .o 0 D KEY MAP NORTH SCALE: 1" = 20' = = 0 0 Q / 0 C oo D 0 0 CD (TYF) --1·-"b ) ff I~'¾: REF: DATE BY 0 0 I D o\@ I 0 \@ I I 0 .o 0 7 CD A-11,13 / 0 D 0 ·1-·· ® APPROVED DATE DESCRIPTION APP'D. DESIGNED DRAWN REVISIONs DATE1 3/\3/012) ~ uou 0 0 ® ®® 2 En NORTH UlD SCALE: UJE5T COA5T DE51C:IN GROUP ELEcmJCAL. 4 Ll<il-lTING ENGINEEF<S 26692 f"MEO 6RILLO, elJITE W/Z> SAN JU.Ml CAl'!llTRANO, CA 92615 (~'ii> 24<!>-li,e FAX 24'!>-nll2 CONT ACT, RUSS OUJ!=NS 1"=20' \ I I I I I I \ I \ I I I I I I \ \ \ \ I \ iJ 40' 60' BONITA CANYON SPORTS PARK ELECTRICAL PLAN CITY OF NEWPORT BEACH PlJBLIC WORKS DEPARTMENT I \ I I I \ I \ I \ I \ I \ \ \ \ \ \ \ I SHEET E 1.9 OF 66 133 . ~ rn ~ . 0 " -• " ~ -z '" \; C: 2l "" le I I ~ ,; z :c 0 r 0 ~ " O 0 ~ 1l m O ; ~ z o C 7 z C: $ CD m :0 "'0 I J ~ --OJ u.l ) 0 :0 ~ z Gl MA TCHL !NE -SEE Sl-+EET E L~ / I I I I I I / / I \ I I I / / I I I \ \ \ I I I I I I I I \ \ \ \ \ SIGN _l..¼c:rl'IT SEE Sf-lEET E2. -DETAIL' 4 NOTES. -~ -- CONDUIT 4 WIRE LEGEND ---------------~------" \ (i) 0 ~ ,2#8 4 \#8 GND "'~ NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET .21>1.2 .$ 1#1.2 GND S/4"C.. NOT USED THIS SHEET NOT USED THIS SHEET PROVIDE (2) 2OA., I2OV-GFI DUPLEX C.ONVENIENC.E \ \ OUTLET EAC.H MOUNTED IN DEEP SIN6LE 6AN6 (HANDY BOX) OUTLET SOX V'IITH A STAINLESS STEEL C.OVER PLATE. PROVIDE A DEEP SIN6LE 6AN6 OUTLET SOX V'IITH A BLANK C.OVER PLATE FOR CONNECTION TO FUTURE 5C.ORE6OARD C.ONTROLLER. MOUNT ALL THREE DEVIC.E5 IN A 5TRON6BOX # 56-165511'1 STAINLESS STEEL BOX V'II PED-1655 -PEDESTAL MOUNT. SEE DETAIL SHEET E 1.8 4 HAR.DSC.APE PLANS. (I) 5/4" C..O. TO J-SOX @ BACKSTOP INSTALL JETLINE .$ PLU6 ENDS ON ALL DUC.TS@ EVERY PULL BOX NOT USED THIS SHEET NOT USED THIS SHEET (I) .2" C..O. TO RELAY CABINET AT BUILDIN6. INSTALL JETLINE 4 PLU6 ENDS Y'IITH C.ARLON DUC.T PLU6S ON ALL DUC.T5@ EVERY PULL BOX. 4118, .2111.2 ,$ 1118 6ND I-l/4"C.. SIii .$ 1114 GND l-l/.2"C.. \ I \ I \ \ I I I I \ \ I I I \ I I I I I I \ \ \ \ \ \ \ \ \ ® \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \, I "7-"-~~~~hN-11\ I \ \ \ I~~ Ii-== I I \ \ \ I \ I \ \ \ >.,--- \ \ \II'~~ \,1~-'1--tl \ \ \,t-\J'-"L!~ \ \~\c-f\.--1 \ 1"'---J'~_V{' ---'~'---~;,±--'\-' \ Q 0 0 0 ---- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .~\ I'\ --,0,... ~-~ @ ® @ NOT USED THIS SHEET 4118 ,$ 1118 6ND l-l/4"C.. MA TCl-4L !NE SEE Sl-lEET E 1.11 ..----------. ® 0 SIii, .2116, .2118 4 1114 6ND 2"C.. + (I) 2" C.O. FOR FUTURE 5C.OREBOARD. SCALE: 1" = 20' KEY MAP E, NORTH DATE BY \ D % i r i -, ---y \ - 0 -------\ ---\ ----------~ I \ \ \ \ \ p --- / / / / \ \ / / / \ / / _./ \--.,,.....- ---- APPROVE DATE DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS DATE, 2/2~/(Z)(?) I I / / / / NORTH [l I I I I I I I I I I \ I I I I I I SCALE: WEST COAST DESIGN GROUP ELECTRICAi. • LIGl4TING ENGINEER& 266~ F'.A&EO -LLO, SUITE 2'11'11 &AN JUAN CAF'l&TRANO, CA ~61& (94g) 24'!>-~1& FAX 24'!>-M&2 CONTACT, !'al55 OUJEN5 1"=20' \ \ \ --- 40' 60' SHEET BONITA CANYON SPORTS PARK ELECTRICAL PLAN E 1 .1 0 r------------------1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF 67 133 I ' I~ - ~ . . □ ul jj ~ j i ~ z C s.: Ill 9:1 ►L----' ) MA TCt-lL INE -SEE SHEET E 1.10 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CONDUIT 4 WIRE LEGE \ \ CD 0 0 0 ® @ G) ® ® 21t8 i1t8 <:,ND 1-1/4" C. NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET NOT USED THIS SHEET 21tl2 ¢ lltl2 <:,ND 5/4"C. NOT USED THIS SHEET NOT USED THIS SHEET \ \ \ \ \ \ \ \ \ \ PROVIDE (2) 20A., 120V-<5,Fl DUPLEX CONVENIENCE \ \ \ \ \ \ \ \ \ OUTLET EACH t--!OUNTED IN DEEP SINGLE GANG (HANDY OX) OUTLET BOX Y'l\TH A STAINLESS STEEL COVER PLATE. PROVIDE A DEEP SINGLE GANG OUTLET BOX Y'IITH A BLANK COVER PLATE FOR CONNECTION TO FUTURE SCOREBOARD CONTROLLER. MOUNT ALL THREE DEVICES IN A 5TRON<5,BOX It 56-16551"1 STAINLESS STEEL BOX Y'II PED-1655 -PEDESTAL MOUNT. SEE DETAIL SHEET E 1.8 ¢ HARDSCAPE PLANS. (\) 5/4" C.O. TO J-BOX @ BACKSTOP INSTALL JETLINE ¢ PLUG ENDS ON ALL DUCTS @ EVERY PULL BOX \ \ \ \ \ STRONGBOX It 556-16551"1 STAINLESS STEEL BOX Y'I/PED-1655 - PEDESTAL MOUNT. INSTALL SGUARE D PANEL It G!0816LIOOF INSIDE PEDESTAL. PROVIDE BREAKERS FOR EACH BACKSTOP OUTLET. MOUNT CENTERED ON CONCRETE STRIP BETY'IEEN CORNER POST AND THE FIRST INTERMEDIATE POST. SEE DETAIL ON THIS SHEET NOT USED THIS SHEET (I) 2" C.O. TO RELAY CABINET AT BUILDING. INSTALL JETLINE ¢ PLUG ENDS Y'IITH CARLON DUCT PLUGS ON ALL DUCTS @ EVERY PULL BOX. NOT USED THIS SHEET . Sit\ $ llt4 GND l-1/2"C. 41t8 4 lite, GND l-l/4"C. NOTE #11 SECTION DETAIL N,T,S, 1. STRONGBOX # 16SSB-SSW CENTERED BETWEEN POSTS. 2. ELECTRICAL PANEL. 3. BACKSTOP MATERIAL. 4. CONCRETE STRIP. 5. CONG. PAVER 4. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1/ / \ \ \ \ I 1/ 1/ \ \ I \ I I I I / / \ \ SCALE: 1" = 20' / / / ® / KEY MAP ---_,,,-::: __ _ / \ \ \ / / \ \ \ \ \ \ \ \ \ @ NORTH \ \ \ A 21,2 \ \ \ \ \ \ \ \ \ \ \ POWER CONDUITS 60>< FOR POWER~ / \. \ \ ONE BO>< FOR LINE VOLT.Ac;,\: ONE BO>< FOR COMMUNICATION ""'-..__ BO>< .....______ FOR COMM. COMMUNICATION DUCTS ,<is / \ / / ~ / ~ 0 1/, 1/, 1/, 1/, 1/, D © MA TCHL INE -SEE SHEET E 1.12 Fa pp VED U[J DATE oATE BY DESCRIPTION APP'D. DESJGNED DRAWN REVISIONS CATE; 3/13/12>12> \ \ ' \ ' \ ' \ ,\ ' ' \ K~~~t==-~~~)1<,~~~~-• ... \\, BO>< FOR LINE VOLT Ac;,E / ~ NORTH WEST COAST DESIGN GROUP ELEC'Tl'a!CAI. • LIGWTII>!:, ENGINEl!l'!e 26692 PMEO ElRILLO, eum; 2H &AN JUAN CAPl&TRANO, CA 926'1& (949) 2-W-131& FAX 2-W-M&2 CONT ACT, RU&& OWENS BOX FOR COMMUNICATION 20· o· 20' l:ll<>'if_W!iiit112111gm~~~~~ cm mm m w 40' 60' SCALE: 1 "=20' SHEET BONITA CANYON SPORTS PARK ELECTRICAL PLAN E 1 .11 1----------------1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OF 68 133 z C ::;:: CD S:l ) 0 ~ ~ z (j') MATCI-ILINE SEE SHEET E Ll 1 CONDUIT .$ WIRE LEGEND CD 2#8 .$ 1#8 e>ND 1-l/4"C. ) KEY MAP 0 10 W • ~ NORTH SCALE: 1" = 20' DATE BY DESCRIPTION REVISIONS NORTH ROVED CATE lJO APP'D. DESIGNED DRAWN DATE: 2126/(!)(!) 20' 20' l!ll!lliij=~u}_Cll2m~lll'iijE!:=:~~ [QMQWm o· SCALE: 1 "=20' UJE5T COA5T DE51GN GROUP EI-EC'llitlCAL f 1.IGHTING ENGINEl!fa& 266"2 f'Ae!!O el'tll.1.0, elJITE 20e &AN JUAN CAF'l&TR.<INO, cA "26>1!> (M9) 2-40-131!1 FAX 2-40-11112 CONTACT, RUSS OWENS 40' 60' ' BONITA CANYON SPORTS PARK ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET E 1.12 OF 69 133 1 ; " ~ I 0 r 0 " " 8 0 ~ 'll m O ; ~ z o i z ~ -0 ol ~ ~ z !" ~ C 1l :I ► ! , I '· ~ I 0 r 0 l ~ " D 0 ' " ~ ' D " m 0 j " ! rn ,, < ; Q I ,r o ;:,-JJ ;l"~ *::!.> -~ffi :s z ~c :5 ~ co m JJ ) 0 JJ ~ z G) l \ I 0 20 40 80 · ·•····· ....... ~scALE .. IN FEET I CUSTOMER CONTACT: I NAME: CUSTOMER NOTE: A.I.# 1. Schedule 40 PVC-Customer duct only. 2. 2-1'2" & 3" duct: 36" sweeps: 4" duct: 48" sweeps 3, Schedule 80' sweeps at riser pole. Use Schedule 40" if handhole, 4, Duct to be minimum 30" below finished grade. 5, Install 1/4" pole pull rope in duct for mandrelling. 6. Duct must be inspected before backfi!rmg. 7. Duct must be mandrelled after backfill. Customer is responsible for all concrete and asphalt mpalrs. A Structure must be entered only by SCE-approved contractor. NOTE: A 48-hour advance notice is required for underground inspection Contact Bob Conway (714) 895-0205 PLANS PREPAREO BY: RGI UTILITY CONSULTANTS 218 N. Unccln Avenue Suite ft04 Corona, CA 92882 (909) 279-7900 FAX (909) 279-4116 PHONE: FAX: WARNING Underground The excavator must take aff steps Service Alert necessa,y to avokl contact with Call USNSC unde19round facilifies which may 2 working days result in injul;' to pe<SOns or damage to facilities in the area. The indicated before you dig. locations of Edison underground facilities, aa provided, are beffeved to 1-800-422-4133 •be accurate, however. the final Forstmdby ID En!Er determination of exact locations and Vault the cost of repair to damaged facilities is the msponsibility of the excavator. Call71~268 CD 20 40 80 riiiil!M 1 NORTH SCALE: 1" 40' mF. PAO TO BLOG, ' NORTH ---"""•· --.... 200A PANEL 120/240 10 11':Lf:PH0NE BACKBOARD REF: MG ·----oATE ... BY-- EXISTING i:;:::,,..,..I(..,.=-., C. ' ,-r:so~ AS BUILT 5/11/04 RE:v!SIONS F1J..ON\ APPROVED DATE S: I ~rn, hr~ E)lplr~?i~ "APP'O; -OESIGNEORHG • DffAWN-CTH • 01J11l' - CHECKED RGI DATE 5/J/00 AS BUILT __ .. r __ .-;-\ ' ' .,.,.., -,, ' \ _..--,.,. }.~-- .. -· -__ ,---"\ \ i ' TELEPHONE EPT PRELIMl~!ARY & NOT FOR CONSTRUCTION J 1872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street ··-· -· _P.asader1a,_ CJ1 91]06_._ .. ----· 625 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK DRY UTILITY crfY-0PNfWP0RT-BfAeH PUBLIC WORKS DEPARTMENT PLAN 0 u u L C) 2 E o. co . .,,- ~"'; 'C' N >-,._ ~ c= :::, >-Q' 0 ./ ,,., [C "" o_ U) ,._ fs o_ U) z 0 >- • d • ~ ---..;:--~... . 'i;"' -----' • ----:.. ---------~ --...__ WI (iciil o...-...i.•-... lO: (I • I'.'-: ... .,.-........ ., ........ --- SCALL It• ' l • I ------. ----· I ' ' I , I I ' ·-.,__ . i ( --. !---. r---1 ·-"----_j __ • I / I i ... I I I ;7 I AS BUILT h.JJ. = ;. . '.,..,c '· . '.• .. : ·, .· (909) j· /:J I ;I,,' r.-..x (PO\l) :u!J ◄ 11 t NuRJ1 I ___ ....__. __ -------__ __._ ---- ...--. , . .,-.... -,. -..... ,--, /\. , . --·--------... _ ----------~------------------ ••. ----:.--:-··- ----------..... - \ \ KEY MAP IJ01'.' i II 7" 40' ·-------·--·------·· -··----------·--·----·· ---· ·-------------------, .- -· (;' -~ !'J"'\T O ]': ----... -D(J-6,1) -. ----' ,, .. ____ ,----------------'"":.,::-:-_ -::--.. -------------------~--.:------' , 0 V lo,fT !\ll!i!TIBl1~l c0 PL \'l'' X. 30" © •• l~/JIJ£C1 10 PnCIFlC. HELL~ fXISTll\\6 • q·· • DlAC.1 \JilTll flTilfll AAhTUl:R. 'I'll! L\ ,, b1LC.1 llR.. P1,\ LL fllhl . 1\_ it <::-D F,OA :i. -------------- -, ~,t ~ -.--:; ~., --- 1 AS BUILT 5/11/04 ----''-'--'-----APPROV~D , i DAT£: • -APP'U. /J/. •:ro m1,; /I;. R-E-v.-1s_1_o_N_s ______ _L_-1-6IfcK, DRc, I DA,, ·---- ,,, :,c.r<IPI/ON CITY OF NE WI \Ji. : UEACH 1---........, PUBLIC WORKS DIPAf/lM[NT , I m • \ ) --! + (/\ ~ ·-·-~-·---' -------•·"•·-----··---" -----.:: ______ _. -· -- - ----· --- 0 20 40 SCALE IN FEET I I < I •- " I l I I I I I I I I I I I I I I I I ' I I I I L I I I I I I I I ' ' I I L, • ------ . ---. --... -' \ ffi I I ----~ -..... ---~ -... __ ---··, .... 1Abl \:--'~\~ _: 2 , "?'.)'Ii.. .. t-:: ·_,.--,- -..::._,.,_ ~"~ ------~ ---------------. . .... ......,____......... .... .............. '\---~,---++--IN. ~L-L 4 21 '1 K"74-u "--. "1121'=, Pt:i.O, C Ca••C. ,:, 111,.~0 f u jl f:.o\t 12--:,A ~a iw/zAo 1\c{> BO / I I I I UTILITY CONSULTANTS (90~) n9-19nt, u.-.: ,~no, :·70-41 lf, -·----·--·--- f.J,}RTl-1 ·- --- ---- I AS BUILT Qj I I --------------------~----~--------- ------------------------ -------------------------------------~-----8 --=----=----------------,, ---_ ------------------- ---------_-::.:..::::;:; --------- ,::, [P) I 1 1 111«· , t, I ' ' I I 1 I --------------------------=-~ ---1-td-t---·---=- ' \ , . • I ~ 1'• '. _ _; __________________ ::·•ftrl· ----- -------------- -..J-~·· -1 -'---------~-------------------- ~ I; ; I: ' ' ' : I·. ' . ' ' ' . ' '' ' ' ' ' , I I ' I ( ' ' ---------'----________ j __ ---------------- 7\ ·, i -----------... --.. ---------- ------i --::::~-----. ----------------------------' -----.. ---------------- ---·-·- ffi ,,,......____,,.-___,,.~._,.,.--v ---------------- ---- . • ---------- -,. --· ----• -·------------17'11 ~!-----~----..!. . . . ---.. -~---•. -.-\.J ·--' . 'fl.I\('£. J\ 2· i T fl'll~~~ti !',IO'.~t, \1\1\l'l\ f\. N\lJ.,GltllU~lY.\\im.t. • Pl.Pitt l •• 2" DLV.T WIT~ }t"I'. '' .. 11.11.~C:. • ' ' •·' ... 'P(PtCi i"l''1.. 3tl" PIil\_ ~D1' ( s) • tDf.OJ£C.i Tll fR(l~ll G[ll":', {:}.\':,7Jf.1(, 'i" tL\C.T WliH tlil'l\:. IUlt:1'\ltL L\'' t-.\\(.T D~ l'Llt\ f,C"1-.. l'Lfltt 41' hl\CT llt TI: P.'tl> 51~~ff' 'M'rn ~ lTO'fl'\ 0 I' fl:bE'>TM. • 1_..._. __ _ ~--J \O~' KEY MAP TELEPHONE ' "' sl'i ·~->\ ,,. \\ SCALE: 1 " 40' ATE ,Y · · Nor, 1" ~-. --.... J ,,----j~D=A=T['-_ "'-"a;_)"". IF=-=~-4'-~-~D~[=s-c_R_rP-T-,o-,-1--------f-A-P_P_'D~. l+c::s::,,.,7-1=✓[:=;D:=R::H:;;D;_R;A~w;,::[;:C;:=T;:H~ - : : : : : . , . ! ,,;,,,-· fH[CV[D RGI DAT[ 4/18/0C R[Vl51(W5 -- ------ --- ------' ·-M--... __ 'lt 1.:.------ ~ --.___:.1 .... __ . -" ------ -----.. -h , __ _ • ~ :';: ·o n >-cc ~ ,= =, ' >- °" 0 ./ .,., De « Q_ U) c- °" "'' ~ ~ u'"\ ~ I \f\ ..J p l (/1 I •• ---------------------·•------') -200 - -190 - -180 - r--"' " "" ·+ 0 O> u .., _, ... u (/) ... iv ASAND. 12" W ,: - / I ! ' / • ' EXIST. 8" GAS .. PROFOSED 2_" WATER LINE / ' \ r--en (/) -··-···· _ CONSTRUCT 125.51 Lf OF 8" PVC (S:)R jo:, SEWER CONSTRUCT 50.69 LF OF 6" PVC I (SOR J5) SEWER i --i -170 - 10+00 1·J5 1NV,, ' ~ESTRO FF:197. , @~~ ~ I-3 "Dvcr "· • '-:.__ 'ls' r/ '_J wrr:.' f.:.,~_.., ""Jf ~1['(:Ht,Nl('':,',1 ;_'I ~-fir;", ft,:.. U)N~INUAilCN :~·:~. :o 1-D?..':'C 1:•1.cn ·1N\1 11+00 I ,, j {",l le NJ·~ ~., ~,:. -::14 '""'.· \·7;:;--"• I - • .. .,_,, __ ' ' l'J4.4± [MH N ,n ) ci > "' :z . . ,. Cl ..-J.. :.0 ,. "' (/) I I ' "' ,., <f") > "' :z ... -.• "' -r-- ..,, "' t/1 ;? ' i I I I 1- ! 12+00 CQt-J_ST8l,JGlJQN. NOTES . ---. ' --.. - _________ (_ - ,Al. I.. t ·'1 /.,I. • ,. ,,, ;:1 .,, .• ' '' " I ·' • SOR _15) SE 111:Y CONS rRUC r : 1~.9'. L> Q,f· g" p,,1_-. ( MG . -·. l IIY ,. ~ ..., ~-~ I~ -· I I s" l.>T. 1 ,:', 4 :' L 11',,L: ' ! .. .... c.·1 ' f;; I ~-\ PROFILE. SCALES: 13+00 I I I ''A'' 1 AS BUILT 5/11/04 ElEClRICAL ONL y ~'°L'ff 1 ... 1 1 x1:ii. 1, !•i : 1 '\· 1 1Nr -:- IN 1·; .~,:!· , , , F EXISTING & PR0P0SE,D. FS ~ CL SEWER ' 1 .. ~ONSW.UCT 2~1 J.', U Of 8" P•/C (SDR 35) ~(l'.\"R 14+00 15+00 I J_ _ _J AS BUILT ORD ROAD ELECTRICAL: Gu rs o ~J PREPARED BY: ',•·. -. CIVIL ENGINEERING LANO SURVEYING · -, -·!·,tr--. u _.-• -• , _.,, :: )1 l :, ;.·: :. i "\ J SEWER PLA'N/PROFILE LINE NA" BONITA CANYON SPORTS -P,~--RK \ I I ' ' ; :"I <"'I -' •• cc -~ . ~ 16+00 • tj- C") • 0 f- LU UJ ::i:: (/) u:J ---... w Cf) • w • z ....J I u f- }-<1: :;:~--, • • -200 -.:t-("}-190 I (.)_ ---····· 1-w w ::c en w w Cl) I r ' ' [ l ! I f. ~ 180 -! -....J ! I I r · 170 -I I ! I l t 0, ~ TI -st >-c-~ ,= CJ >- °' 0 / -,, QC ""' (l_ U) e- ls (l_ U) z 0 m / U) " °" "" n. ,/ ry C C ru w C ry C w / §· "" u / u ru C 0 ~ U) / ?,c - '"',;} ' ~ ,...j ,I:' I (./1 SERVICE ENTRANCE EQUIPMENT "M6" -- 21Z>IZ>A • I20/241Z>V -IFH· JLU SIMILAR OR EQUAL TO CUTLER-HAMMER • CGCF201U 42 KAIC 6REAKER !VERIFY CURRENT RATING LIJITH UTILITY CO.! &ELF-CONTAINED 21Z>0A METER SOCKET PER UTILITY 6PEC6. --:1 ' \ 2"'2>A n,- ~2KAlc Mce I I - - -- PANEL 11A 11 SEE PANEL SCHEDULE 6ELOLU 1...-(1) "4 cu. E:Q. eoND <FER NEC 2!>12'-1'?!) ~IJ) "310 Tl--ll--!UJ UJ/ ~ GND 2" NIPPLE (I) c.o. eve LATERAL TOFOC (FER UTILITY 6FEC6.! -_/ cp.__ (IJ f4 CU eoND TO INTERIOR: HETAL.LIC L1Q\ PIPING 6Y6TEM$ <FER NEC 2"·Y} cp....--(I) •4 CU. GRND. TO CONCRETE ENCAeED "4 CU. OR !/l" REBAR (P=R NEC 2$,12'-S!c) ALL EQUIPMENT SI-IALL BE WALL MOUNTED IN RESTROOM ELECTRICAL ROOM. SINGLE-LINE DISTRIBUTION DIAGRAM NOTES: 1.-SERIES CONNECTED RATING OF BREAKERS MUST BE USED. ALL OF Tl-IE BREAKERS MUST BE OF Tl-IE SAHE MANUFACTURER AND U.L. LISTED FOR SERIES RATING. Tl-IE ASSEMBLY MUST BE RATED TO I-IANDLE Tl-IE AVAILABLE FAULT CURRENT AT Tl-IE APPLIED VOLT AGE. 2. Tl-IE EQUIPMENT 5!-IALL CLEARLY LABELED "CAUTION SERIES RATED SYSTEM 42,000A AVAILABLE FAULT CURRENT. IDENTIFIED REPLACEMENT COMPONENT REQUIRED". 3. ELECTRICAL SERVICE 15 BASED ON MAXIMUM 5!-IORT CIRCUIT CURRENT OF 42KAIC AT Tl-IE SERVICE POINT. VERIFY Tl-115 VALUE WITI-I SCE AND REQUEST A LETTER WIT!-! ACTUAL AVAILABLE FAULT CURRENT PRIOR TO ORDERING SERVICE EQUIPMENT. IF VERIFIED VALUE DIFFERS CONTACT ARC!-IITECT. PROVIDE COPY OF LETTER WIT!-! SUBMITTAL&. 1/2" PVC CONDUIT LU/ • 4 MIN 6ARE cONDUCTOR CONNECT TO PANEL UJITI--! MALE ADAPTER . . . ' . I .. .. .. I 211 MIN. -..- ~ 60ND TO INTERIOR LUATER FIFE. USE • 4 COFFER, PER NEC 2SIZ>-00. ' CONNECT GROUND TO NEUTRAL " ~ 5ERVICE ENCLOSURE. 60ND TO METAL CAN FER NEC 2Se>. . ' ' ' ' .. " . ., ........ ...-'-..,--,----------- MINIMUM OF 2,Z,' • 4 6ARE 1---COFFER IN CONCRE'""1, oc=-----.l FOOTING PER NEC 250-!!lc. \ CONCRETE ENCASED ELECTRODE Tl-!I6 16 Tl-!E PANEL 6Cl-!EDULE -1 LIG!-fflNG CONTROL IF RESTROOM 16 NOT BUil T. &EE 61-lEET E2.I FOR ALT BID PANEL &Cl-!EDULE -1 FLOOR PLAN i:P.:.A;:.;NE::L:..N;.a:O~-,:,;A_•:.,:cNO:.,N-"-'-'AL:.,TE.:::,:;RNAc.::,:,;TE.::..i;S.,,Ea,:C"'Tlc;eO:.,:cN: ... 1'----'0"-F--'-1 _ __, Bus: 120 /240 Volts X Main C.B., 70 AMP Location: Electrical Room Serving: Integrated Equipment SC Rating 1 O 000 RMS SYM AMPS Normal Power Feed Thru Lugs SubFeed Luas 1 <l>, 3 Wire, X Ground Bus lso. Gnd. Bus 100 AMP Main Lugs Onlv Flush Mnt. X Surface Mnt. Top Feed X Bot. Feed Load Tvne CONN C.B. ....,_,.,,..,.C:"'.8:;.;·.,...,.,..,,,.. CONN Load Circuit Descriotion VA AMP Pole CKT PH CKT Pole AMP VA Circuit Descrintion L * WALKWAY L * WALKWAY 216 20 2 2 1 A 2 1 20 150 IRRIGATION PEDESTAL SPACE SPACE SPACE SPACE SPACE SPACE SPACE 216 20 20 20 20 20 20 20 20 1 1 1 1 1 1 1 3 5 7 9 11 13 15 17 B 4 1 20 A 6 1 20 B 8 1 20 A 10 1 20 B 12 1 20 A 14 1 20 B 16 1 20 A 18 20 SPACE 1 19 B 1 1 20 20 SPACE 20 1 21 A 22 SPACE 20 1 23 B 24 SPACE 20 1 25 A 26 SPACE 20 1 27 B 28 SPACE 20 1 29 A 30 Total Receptacle (R) Load@180VA/ea., 100% for first 10,000VA, & 50% for remainder: Total Non coincident (E) Load (Nol included in demand load): 1 1 1 1 1 20 20 20 20 20 Total Noncontinuous (NI Load: Total Lighting (L) Load@ 1.25%: 0.54 KVA I Total Motor (Ml Load: 0 KVA Lamest Motor: (25% added to demand load): 1 HP TOTAL CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 0.6 KVA Total / <l> 3 2 0.9 KVA , CIRCUIT& CONTROLLED BY Pl-!OTOCELL. MOUNT IN HETER PEDE&T AL PEDESTAL TO BE HEYER& ONLY* HEUG-20X-Hl00, WITf--l TEST 6WITCI-!, P.E. CELL AND RELAY. A-I IIAII ' [D I I I -" " { LIGl-!TING ~ @J I - :, o------~:b ALL NIGl--!T LJ [D Pl-!OTOCELL FISCl-!ER-PIERCE • N11':IIZ'B TWIST LOCK MOUNT IN PEDESTAL ON SCOKET. N II] RELAY &f--lALL BE GE CAT No. C~!:>2AC3AAI, OR EQUAL BY 6Q. D., CUTLER f--lAHHER, OR ALLEN BRADLY. @J TOGGLE SWITCI-! &PST 120V. LABLE PLATE "TEST" 4 "AUTO" MOUNT RELAY ,1 6WITCI-! IN PEDE&T AL CABINET. CONTROL WIRING SC~EMATIC NT5 ELECTRICAL HETER ENCLOSURE TO BE FROM 5T AINLE65 &TEEL &EE 61-!EET E-1.1 FOR LOCATION. CO-ORDINATE IN6TALLATION WITI-! LOCAL INSPECTION AUTl-!ORITY AND EDISON. USE &IS" x le>' COPPER CLAD GROUND ROD. USE Tl-!I6 HETER ENCLOSURE IF Tl-!E BUILDING 16 NOT BUil T. IF BUILDING 16 BUil T, SEE &f--lEET E-2.1 FOR Tl-!E ELECTRICAL REQUIREMENT&. ELECTRICAL SERVICE TO BE INSTALLED PER Tl-!E UTILITY CONSULT ANT& DRAWING&. PEDESTAL TO BE HEYER&• HEUG-2e>X-Hle>e>, WITI-! TEST &WITCI-!, P.E. CELL AND RELAY. <NO EQUAL). 0.00 KVA 0.00 KVA 0.15 KVA 0.25 KVA 3.9 A . ~~C)l:ESS/04-4( ~ !<,V-A, 1\1~ ~ ~~ -f<~ !:] ::; i:::,"' ; a; llo-E11028 !ll * t:rp.1MO/Ol * ,. .. <l'J.: e,:~1, #' 'tJi c•1.'~ REF: DATE BY DESCRIPTION REVISIONS N TYPE 0 @ @ @ ® ® ;'.;:.•: '.•_:) (.': . .' ,;-, •• , :.·: ~a • .,;• •• ~~-. ·. ·' ... ,:._' • l'l'DJECT&IGNI----• t,'•,•·C.';:,):,"•.• 24" ., ,. : ''. 's.: .. :/ LEGEND @ KIM •4312l& @) KIM J6I/D6·P © 1/2" GiR5 COATED NIPPLE © 112" PVC TO J-60X @ CONCRETE FOUNDATION $1DE VIEW FRONT VIEW 1211 WIDE x 6 11TALL x 5>111 LONG UJI 2 '3 REBAR CONT. PARK SIGN L l(:;1-!T ® NT$ THE 5IGIN LIGil-lT5 ARE ON Tl-IE 6AME CIRCUIT A6 Tl-IE EXTERIOR 6UILDINQ LIGIHT6 AT eon-1 RE&TROOM5. LIGHTING FIXTURE SCHEDULE MANUFAC-TURER C-AT ALOc:;,# KE:NAL # MFr.lSEP-"TOHFS-120-LC:S, KENAL # 4610 KE:NAL # 5161 PAYeRITe # TYt:>2s2-I20ee PAYeRITe # TYP262-I20EB PA'!"BflllTe ll vc,2s.:2-I2oee At-'PROVt:O DATE APP'D. DESIGNED I DRAWN l[] DATE: 3/f3/00 LAMP QTY. $ TYPE FIX11JRE i"IATTA5E (I) SYLVANIA LU "TO MEP (I) S"T"LVANIA LU "TO (I) S"T"LVANIA LU 100 (4) SYLVANIA Fos.::21ess (4) S"T"LVANIA Fos::vess (2) SYLVANIA FOS2/f;S5 WEST COAST DESIGN GROUP ELECTRICAL • LIGI-ITING l!NGINE- 26&92 l"Atl!W e!lt!LLO, SUITE: 2011) e.AN JUAN CAl"l&TRANO, CA 92E>1S (Ma) 24e>-IS1& FAX 24e>-M&2 CONTACT, !'a.I&& OWEN& 100 100 I :=l5 1:20 l:=lO se VOLTS REMARKS 1:20 fl'IALL MOUNT @ "1'-t;" AFI" Vl!:Fe.11"'1" LOCATION 1:20 1:20 ~L MOUNT @ I::!' Af"f" YeRIFY LOCATION l:=lO fl'IALL MOUNT @ I::!' AF'F' Vl!:R.I1"'1" LOCATION 1:20 fl'IALL MOUNT @ I::!' AFI" YeRIFY l.OCATION 1:20 fl'IALL MOUNT @ I::!' AF'F' VERIFY LOCATION BONITA CANYON SPORTS PARK BUILDING DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT . SHEET E 2.0 OS 70 133 I ~ ,, ' .~ .~ I I ' ' ' ' ' ' I < . ffi . rn □ " I " , rn .m I) ~ ~ ~ ~ i; z ,: 0 5 ~ " ~ 0 n ~ m 0 rn ~ ~ e 5 < z rn $ . □ ' ~ " , ~ rn z "" I) C ~ D n z ~ z C s:: m :a Glo f:: :0 ~ =-~ [~2 "' :s· s; ~ G1 -z ! / C s::: CD rn :0 0 :a ~ z r., t ·--~ vi MAIN 5ERVICE @ PANEL "A" BUILDING PLAN NOTES L TG. CONTROLS WOME 'f ,_ -~ 1 ,h -l/-I ii I, lo - ]11,3 ,4,( [} I 0 <Ii -il I I-'- I ,if 2 ;3,LJ I 51 { 2.; /{; l-i5h t lhso, #2,3,1./ 6; /;;_, 18 t-tq;.+ Disco ,__ ,.._ - ,__ II - I I I ::: #t,3,//-,L WI, 3 L•~•.+ o,rw l J IGJ .,, / / --, MEN -------------- LIGHTING PLA~ SCALE, 1/411 = l'-0" PANEL NO. A -ALT BID SECTION: 1 OF t Bus: 120 /240 Volts MalnC.B., ' AMP Location: Electrical Room Serving: Normal Power 1 <l>, 3 VV!re, 125 AMP X Main Lugs Only Integrated Equipment SC Rating I Feed Thru Lugs X Ground Sus Flush Mnt. X Top Feed 10 000 RMS SYM AMPS SubFeed Luos lso, Gnd. Bus X Surface Mnt. Sot. Feed Load CONN C.B. C.8. CONN Load T'"• Circuit Description VA AMP Pole CKT PH CKT Pole AMP VA Circuit Descrintlon T"ne L • * RESTROOM LIGHTING 500 20 1 1 A 2 1 20 360 OUTLETS IN BLDG R L INTERIOR LIGHTING 600 20 1 3 B 4 1 20 360 OUTLETS IN BLDG R L * EXTERIOR SLOG. LIGHTING 525 20 1 5 A 6 1 20 600 SINK TRANSFORMER R SPACE 20 1 7 B 8 1 30 2000 HAND DRYER • WOMEN R SPACE 20 1 9 A 10 1 30 2000 HAND DRYER • MEN R L * WALKWAY 216 20 2 11 B 12 1 20 150 IRRIGATION CONTROLLER R L * WALKWAY 216 20 2 13 A 14 1 20 '250 LIGHTING CONTROLS N SPACE 20 1 15 B 16 1 20 100 TELEPHONE N SPACE 20 1 17 A 18 1 20 SPACE 20 1 19 B 20 1 20 SPACE 20 1 21 A 22 1 20 SPACE 20 1 23 B 24 1 20 SPACE 20 1 25 A 26 1 20 SPACE 20 1 27 B 28 1 20 SPACE 20 1 29 A 30 1 20 Total Receptacle (R) Load@ 180VA/ee., 100% for first 10,000VA, & 50% forremeinder: 5.47 KVA Total Noncoincident (El Load (Not included in demand load): 0.00 KVA Total Lighting (L) Load@1.25%: . 2.57125 KVA Total Noncontinuous (N )'Load: 0.35 KVA Tote! Motor(Ml Load: 0 KVA I Largest Motor: (25% added to demand load): 1 HP 0.25 KVA TOTAl:CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 7.9 KVA Total/ <I> 37 29 8.6 KVA 36.0 A • CIF<CUITS CONTF<OLLED eY PI-IOTOCELL 4 (I) 2P !le>A RELAY. MOUNT RELAY IN PULL BOX NEXT TO PANEL. RELAY SI-IALL BE GE CAT No. CR352AC.9AAI, OR EQUAL BY SQD., CUTLER f-lAMMER, OR ALLEN 6RADL Y. SEE WIRING SCI-IEMATIC TO Tf-lE RIGf.lT. CABINET TO 6E 18" W x 18" 1-1 x 6 11 DEEP. PROVIDE I-IINGFED DOOR IIAII II 13 A-14 0 m I I 1 ' II II POWER PLAN SCALE, 1/411 = 1'-0" N ' ' ~ --;;- i' ' III LIGl-lTING -@] l~b ALL NIGi-iT LJ m Pl-lOTOCELL FISCI-IER-PIERCE ~ N77SS06 TWIST LOCK MOUNT FER Tl-IE CITY ELECTRICIAN .• [21 RELAY 51-!ALL eE GI: CAT No. CR352AC.:lAAI, OR EQUAL BY SQ. D., CUTLER !-!AMMER, OR ALLEN BRADLY. @l TOGGLE SWITC!-1 SF5T 120V. LABLE PLATE "TEST" 4 "AUTO" MOUNT RELAY 4 SWITCI-I IN NEMA-1 CABINET WIT!-! DOOR CONTROL WIRING SCHEMATIC NT$ PANEL SCHEDULE .$ CONTROL WIRING FOR BID ALTERNATE RESTROOM AS BUILT ELECTRICAL SF: MG DATE BY (D PROVIDE FOWER FOR LOW VOLTAGE TRANSFORMERS TI-IAT OFl:RATI: Tl-IE SINKS 4 TOILl:TS FLLISI-IING SYSTEM. @ PROVIDE ONE CIRCUIT FOR EACl4 OF Tl-le-RESTROOMS FOR Tl-IE REMOTE MOUNTED !-!AND DRYERS. use @1111> Allk:ii, COPPER FOR TI-IESE CIRCUITS. @ PROVIDE l21Zl VOLT FOWER FOR (6) IRRIGATION CONTROLLERS. PROVIDED 4 . ____ -......... HOUNTED .. 6Y ... OTl,IER5, ELl:CTRICAL. CONNECTION .6'1'.' !:LECT ... CONTRACTOR .... __________ . __ .... . .. . WIRE NO MORI: TI-IAT 4 CONT~LLERS TO A CIFi<CUIT. @ ELECTRICAL 4 FI-IONE SERVICE REQUIREMENTS AND F.OC'S ARE ON • UTILITY CONSULTANT'S DRAWINGS. INSTALL FER UTILITY REQUIREMENTS. @ INSTALL 2' x 4' x .9/4" FL YWOOD Fl-ION!: 6AcK60ARD. RUN .9/4" C.O. TO FAY FI-IONE. SEE SI-IEET E l.'9 FOR LOCATION. INSTALL FI-IONE COMPANY CONDUIIT FER UTILITY DRAWINGS 4 TI-IEIR REQUIREMENTS. / PANEL NO.A -WEST SECTION: 1 OF 1 Bus: 120 /240 Volts • MainC.B., Location: Electrical Room -Setving: Normal Power 1 4'>, 3 Wire, 125 AMP X Main Lugs Only AMP Integrated Equipment SC Rating I Feed Thru Lugs 10,000 RMS SYM AMPS SubFead Lugs X Ground Bus lso. Gnd. Bus Flush Mnt. I X Top Feed • X Surface Mnt. Bot. F ead CONN C.8. C.B. Load Tvoe Circuit Descliotion VA AMP Pola CKT PH CKT Pole AMP L. L L L L L L L L L L • • * • * * * * RESTROOM LIGHTING 500 INTERIOR LIGHTING 600 EXT. BLDG. LIGHTING + SIGN 525 PARKING LOT 510 PARKING LOT 510 WALKWAY • 243 WALKWAY 243 WALKWAY 243 WALKWAY 243 WALKWAY 297 WALKWAY 297 20 20 20 20 20 20 20 J 1 1 2 2 2 2 20 2 20 2 20 2 1 3 5. 7 9 11 13 15 17 19 A B A B A B A B A 6 8 10 12 14 16 18 B 20 20221A22 SPACE 20 1 23 B 24 SPACE 20 1 25 A 26 SPACE 20 1 27 B 2S SPACE 20 1 29 A 30 Total Receptacle (R) Load@ 180VA/ea., 100% for first 10,000VA, & 50% for,remainder: Total Noncoincident (E) Load (Not included in demand load): 1 20 1 . 20 1 20 1 30 1 30 1 20 1 20 1 20 1 20 1 20 1 20 1 20 1 20 1 20 1 20 Total Lighting (L) Load@ 1.25%: 5.26375 KVA Total Noncontinuous (N) Load: CONN VA Circuit Description 360 OUTLETS IN BLDG 360 OUTLETS IN BLDG 600 SINK TRANSFORMER 2000 HANO DRYER -WOMEN 2000 HAND DRYER -MEN 720 IRRIGATION CONTROLLER 250 LIGHTING CONTROLS 100 TELEPHONE 720 IRRIGATION CONTROLLER Total Motor(M) Load: 0 KVA I Largest Motor: (25% added to demand load): 1 HP 5.32 KVA 0.00 KVA 1.79 KVA 0.25 KVA TOTAL CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 11.3 KVA Total / <.I> 52 42 12.6 KVA 52.6 A Load • Type R R R R R N N N N • CIRCUITS CONTROLLED BY PI-IOTOCELL 4 (4) 2F' 30A RELAYS. MOUNT RELAYS IN PULL BOX NEXT TO PANEL. ~A. S) Mo. E11028 "' i:JP.06f,!OI01 * tCTll\C RELAYS SHALL BE C:IE CAT No. CR3S2AC3AAI, OR EQUAL BY SQD. , CUTLER !-!AMMER, OR ALLEN BRADLY SEE WIRINC:1 SCHEMATIC BELOW. CABINET TO BE 24 11 W x 3i'o" 1-1 x i'o" DEEP. PROVIDE I-IINGED DOOR II I& 11 21 16 A-14 I m I I I II ~ "7"'" II { V ., III LIG!-ITIN6 [ID I ::~ALLNIGHT : : I::□ :>------------+--JI :O 0-----b N , o~---------~l-11-1---Q TELEPHONE m Pl-lOTOCELL FISCI-IER·PIERCE # N17S!Zl6 TUJIST LOCK • MOUNT FER Tf.JE CITY ELECTRICIAN. III RELAYS SI-IALL 6E GE CAT No. CR352AC3AAI, OR EQUAL SY SQ. D., CUTLER I-IAMMER, OR ALLEN BRADLY. ~ TOGGLE SWITC!-1 SFST 120V. LA6LE PLATE "TEST" 4 "AUTO" MOUNT ALL RELAYS 4 SWITC!-1 IN NEMA-1 CABINET WIT!-! DOOR CONTROL WIRING SC!-IEMATIC NT6 2 AS BUILT 5/17/04 VED BONITA CANYON SHEET U[) WEST COAST DESIGN GROUP SPORTS PARK l!LEC7'<1C::AI. ~ LIGMT!Na, ENGINEER& E 2.1 DATE_ 2',69:J PAel!O BRILLO, 8UIT5 2<Z>l2l WEST RESTROOM 5AN JUAN CAF15TR.0No, CA !!261S Ol!SCRIPTION APP'D, O!SIGNEO DRAWN • ('49> 24'11>-1.!118 FAX 24'1>•11e2 CITY OF NEWPORT BEACH CONTACT, i'ij,1$5 OWENS REVISlot-Js DATE: 3/13/IZ>IZ) PUBLIC WORKS DEPARTMENT OF 71 133 tj " ' = 4 e- (/ / C L / ,, \ I 1t1 7-> . - ~ u) VJ ) I I I I I I I I I I I I I I I I I I I I I I I I WOMEN GJ (rrP) I I I I ,-6c---- l -"------... A-E> I I (TYP) I I CHASE 0 0 I I I I I I \ MEN \ I I I I I AY30 STORAGE t \ \ \ \ @(TYP; ~ I I PARK MAINTENANCE ~ ;; i I I I I I I I I I I I I I I I I I ') L ________________ _ ''-----------------~ LIGHTING PLAN SCALE, 1/411 = l'-IZ)" PANEL NO. A -ALT BIO SECTION: 1 OF 1 Bus: 120 /240 Volts Main C.B., AMP Location: Electrical Room Serving: Norm al Power 1 <l>, 3 Wire, 125 AMP X Main Lugs Only Integrated Equipment SC Rating I Feed Thru Lugs X Ground Bus Flush Mnt. I X Top Feed 10,000 RMS SYM AMPS SubF eed Luas lso. Gnd. Bus X Surface Mnt. Bot. Feed Load CONN C.B. C.B. CONN Load T1.ne Circuit Descrlotion VA AMP Pole CKT PH CKT Pole AMP VA Circuit Description T,>ne L * RESTROOM LIGHTING 500 20 1 1 A 2 1 20 360 OUTLETS IN BLDG R L INTERIOR LIGHTING 600 20 1 3 B 4 1 20 360 OUTLETS IN BLDG R L • EXTERIOR BLDG. LIGHTING 525 20 1 5 A 6 1 20 600 SINK TRANSFORMER R SPACE 20 1 7 B 8 1 30 2000 HAND DRYER -WOMEN R SPACE 20 1 9 A 10 1 30 2000 HAND DRYER -MEN R L * WALKWAY 216 20 2 11 B 12 1 20 150 IRRIGATION CONTROLLER R L * WALKWAY 216 20 2 13 A 14 1 20 250 LIGHTING CONTROLS N SPACE 20 1 15 B 18 1 20 100 TELEPHONE N SPACE 20 1 17 A 18 1 20 SPACE 20 1 19 B 20 1 20 SPACE 20 1 21 A 22 1 20 SPACE 20 1 23 B 24 1 20 SPACE 20 1 25 A 26 1 20 SPACE 20 1 27 B 28 1 20 SPACE . 20 1 29 A 30 1 20 Total Receptacle (R) Load@ 180VA/ea., 100% for first 10,000VA, & 50% for remainder: 5.47 KVA Total Noncoincident (E) Load (Not included in demand load): O.bO KVA Total Lighting (L) Load@ 1.25%: 2.57125 KVA Total Noncontinuous (N)Load: 0.35 KVA Total Motor(M)Load: 0 KVA I Largest Motor: (25% added to demand load): 1 HP 0.25 KVA TOTAL CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 7.9 KVA Total I <ll 37 29 8.6 KVA 36.0 A • CIRCUITS CONTROLLED 6Y Fl-!OTOCELL 4 (IJ 2F 30A RELAY. MOUNT RELAY IN FULL BOX NEXT TO PANEL RELAY 51-4ALL 6E GE CAT No. CR3S2AC3AAI, OR EQUAL BY SQD. , CUTLER 1-!AMMER, OR ALLEN 6RADL Y. SEE WIRING SCl-4EMATIC TO Tl-!E RIGl-4T. CABINET TO 6E le" llJ x le" 1-4 x E," DEEP. PROVIDE l-41NGED DOOR. MAIN $ERV/CE @ PANEL "A" L TG!. CONTROL$ GJ WOMEN AYSO STORAGE I I 0 0 □ MEN J 0® I I I I :12 I I I I I \ \ I GJ PARK f MAINTENANCE fa 1 4 I A-I2, 18 2 Q)® II 1i A-14 ) OJ l I I 1 " " ---------- POWER PLAN N ---;- ( V [I LIGl-4TING ~ : b ALL NIGi-iT LJ OJ Fl-!OTOCELL FISCl-4ER-FIERCE 40 N71~~0B TllJIST LOCK MOUNT FER Tl-IE CITY ELECTRICIAN. [I RELAY Sl-4ALL BE GE CAT No. CR3S2AC3AAI, OR EQUAL BY SQ. D., CUTLER l-4AMMER, OR ALLEN BRADL. Y. ~ TOGGLE SWITCl-4 SFST 120V. LABLE PLATE "TEST" 4 "AUTO" MOUNT RELAY 4 SWITCl-4 IN Nl:MA-1 CABINET WITl-4 DOOR CONTROL WIRING SCHEMATIC NTS -- \ \ I 3:: I I I I PANEL SCHEDULE 4 CONTROL WIRING FOR 131D ALTERNATE RESTROOM R F: DATE BY !)fl:881 I.. A. ~ Mo. £11026 p. 0613<)/01 1/C'Tfl\Ct," OF Cf<l~ , DESCRIPTION REVlSloNS BUILDING PLAN NOTES CD FROVIDE FOWER FOR LOW VOLT AGE TRANSFORMERS Tl-lAT OPERATE Tl-IE SINKS 4 TOILETS FLUSl-llNG SYSTEM. (]) PROVIDE ONE CIRCUIT FOR EACl-1 OF Tl-IE RESTROOMS FOR Tl-IE REMOTE MOUNTED 1-4AND DRYERS. USE "10 AWG COFFER FOR Tl-4ESE CIRCUITS. @ PROVIDE 120 VOLT FOWER FOll-1 (E,) IRRIGATION CONTROLLERS. PROVIDED MOUNTED 6Y OTl-4ER6, ELECTRICAL CONNECTION 6Y ELECT. CONTRACTOR WIRE: NO MORI: Tl-4AT 4 CONTROLLl:RS TO A CIRCUIT. @ ELl:CTRICAL 4 Fl-40NE Sl:RVICE REQUIREMl:NTS AND F.O.C"S ARE ON UTILITY CONSULT ANT'S DRAWINGS. INST ALL FER UTILITY REQUIREMENTS. @ INSTALL 2' x 4' x 3/4" FL YWOOD Fl-40NE BACKBOARD. RUN 3/4" C.O. TO FAY Fl-40NE. SEE Sl-4EET E 1.S FOR LOCATION. INSTALL Fl-40NE COMFANY CONDUIIT FER UTILITY DRAWINGS 4 Tl-4EIR REQUIREMENTS. PANEL NO. A -WEST SECTION: 1 OF 1 Bus: 120 /240 Volts Main C.B., 4 Location: Electrical Room Serving: Normal Power 1 <l>, 3 Wire, 125 AMP X Main Lugs only AMP Integrated Equipment SC Rating I Feed Thru Lugs X Ground Bus Flush Mnt. I X Top Feed 10 000 RMS SYM AMPS SubFeed Lugs lso. Gnd. Bus X Surface Mnt. Bot. Feed Load CONN C.B. C.B. CONN Load Type Circuit Description VA AMP Pole CKT PH CKT Pole AMP VA Circuit Description Type L * RESTROOM LIGHTING 500 20 .1 1 A 2 1 20 360 OUTLETS IN BLDG R L INTERIOR LIGHTING 600 20 1 3 B 4 1 20 360 OUTLETS IN BLDG R L * EXT. BLDG. LIGHTING + SIGN 525 20 1 5. A 6 1 20 600 SINK TRANSFORMER R L PARKING LOT 510 20 2 7 B 8 1 30 2000 HAND DRYER -WOMEN R L PARKING LOT 510 20 2 9 A 10 1 30 2000 HAND DRYER -MEN R L • WALKWAY 243 20 2 11 B 12 1 20 720 IRRIGATION CONTROLLER N L * WALKWAY 243 20 2 13 A 14 1 20 250 LIGHTING CONTROLS N L * WALKWAY 243 20 2 15 B 16 1 20 100 TELEPHONE N L * WALKWAY 243 20 2 17 A 18 1 20 720 IRRIGATION CONTROLLER N L • WALKWAY 297 20 2 19 B 20 1 20 L • WALKWAY 297 20 2 21 A 22 1 20 SPACE 20 1 23 B 24 1 20 SPACE 20 1 25 A 26 1 20 SPACE 20 1 27 B 28 1 20 SPACE 20 1 29 A 30 1 20 Total Receptacle (R) Load@ 180VA/ea., 100% for first 10,000VA, & 50% for remainder: 5.32 KVA Total Noncoincident (E) Load (Not included in demand load): 0.00 KVA Total Lighting (L) Load@ 1.25%: 5.26375 KVA I Total Noncontinuous (N) Load: 1.79 KVA Total Motor(M) Load: 0 KVA Largest Motor: (25% added to demand load): 1 HP 0.25 KVA TOTAL CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 11.3 KVA Total I <l> 52 42 12.6 KVA 52.6 A • CIRCUITS CONTROLLED 6Y Fl-40TOCELL 4 (4) 2F 30A RELAYS. MOUNT RELAYS IN FULL eox NEXT TO PANEL RELAYS Sl-4ALL 6E GE CAT No. CR352AC3AAI, OR EQUAL 6Y SQD. , CUTLER 1-4AMMER, OR ALLEN 6RADL Y. SEE WIRING SCl-4EMATIC BELOW. CABINET TO BE 24" W x 36" 1-4 x 6" Dl:EF. PROVIDE l-41NGED DOOR. APPROV D DATE E> II 1i IE> 11 19 21 lb A-14 OJ ' ' ' II -r.-II V i' [I LIGl-4TING ~ -:~ - :o ' o--------+-,b 0----b ALL NIGsl-!T N o~---------~H 1--t---lJ Tt:U:Fl-!ONE OJ Fl-40TOCELL FISCl-4ER-FIERCE "N11S06 TWIST LOCK MOUNT FER Tl-4E CITY ELECTRICIAN. [I RELAYS Sl-4ALL 6E GE CAT No. CR3S2AC3AAI, OR EQUAL. BY SQ. D., CUTLER 1-!AMMER, OR ALLEN BRADLY. ~ TOG.GILE SWITCl-4 SFST 120V. LA6LE PLATE "TEST" 4 "AUTO" MOUNT ALL RELAYS 4 SWITCl-4 IN NEMA-1 CABINET WITl-4 DOOR CONTROL WIRING SCHEMATIC U[J WEST COAST DESIGN GROUP ELECTRICAi-• LIGHTING ENGINEER& 266!2 PA&EO l!3F!ILLO, SUITE 200 NTS BONITA CANYON SPORTS PARK WEST RESTROOM APP'D. DESIGNED DRAWN &AN JUAN CAFI&~, CA !261& (949! 240-131& FAX 240-n&2 CONTACT, F<i.155 OWENS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT OATS: 3/13/00 SHEET E 2.1 OF 71 133 I I l C ~ m " 0 ' , > " z . 'E " :z !" ~ <l I ~-z C ~ co m :IJ 0 ::0 )>-I G) I I I I I I I I I I I I I I I I I I I I I I I I .__ .___ .__ - I WOME IG (T,p) L __________ _ MEN 7 - LIGHTING FLAl"L PANEL NO.A-ALT BIO SECTION: 1 OF 1 Bus: 120 /240 Volts Location: Electrical Room S•rving: Normal Power 1 \ti, 3 VVire, Integrated Equipment SC Rating I Feed Thru Lugs X Ground Bus 10,000 RMS SYM AMPS SubF aed LUQS lso. Gnd. Bus Load CONN C.8. C.8. Tuna Circuit Description VA· AMP Pola CKT PH CKT Pola AMP L .* RESTROOM LIGHTING 500 20 1 1 A 2 1 20 L INTERIOR LIGHTING 600 20 1 3 B 4 1 20 L * EXTERIOR BLDG. LIGHTING 525 20 1 5 A 6 1 20 SPACE 20 1 7 B 8 1 30 SPACE 20 1 9 A 10 1 30 L * WALKWAY 216 20 2 11 B 12 1 20 L * WALKWAY 216 20 2 13 A 14 1 20 SPACE 20 1 15 B 16 1 20 SPACE· 20 1 17 A 18 1 20 SPACE 20 1 19 B 20 1 20 SPACE 20 1 21 A 22 1 20 SPACE 20 1 23 B 24 1 20 SPACE 20 1 25 A 26 1 20 SPACE 20 1 27 B 28 1 20 SPACE 20 1 29 A 30 1 20 Total Receptacle (Rl Load@ 1SOVA/ea., 100% for first 10,000VA, & 50% for remeindar: Total Noncoincident (El Load (Not included in demand load): . 2.57125 KVA Total Noncontinuous (N)°Load: '.i # . 2-1 tJ. . PARK MAINTENANCE 125 AMP ) MainC.8., AMP X Main Lugs Only FlushMnt. IX Top Feed X Surface Mnt. Sot. Feed CONN Load VA Circuit Description T11r>a 360 OUTLETS IN BLDG R 360 OUTLETS IN BLDG R 600 SINK TRANSFORMER R 2000 HAND DRYER -WOMEN R 2000 HAND DRYER -MEN R 150 IRRIGATION CONTROLLER R '250 · LIGHTING CONTROLS N 100 TELEPHONE N - 5.47 KVA 0.00 KVA 0.35 KVA Total Lighting (L) Load @1.25%: I Total Motor(M) Load: 0 KVA Largest Motor: (25% added to demarnl load): 1 HP 0.25 KVA TOTAL-CONNECTED LOAD: AMP A 8 TOTAL DEMAND LOAD 7.9 KVA Total I \ti 37 29 8.6 KVA 36.0 A • CIRCUITS CONTROLLED 6Y FI-IOTOCELL 4 (I) 2F 30A RELAY. MOUNT RELAY IN PULL 60X NEXT TO PANEL. 1-<ELAY SI-IALL BE GE CAT No. CR3S2AC.3AAI, OR EQUAL BY SQ.D., CUTLER !-!AMMER, OR ALLEN 6RADL Y. SEE WIRING SCI-IEMATIC TO Tl-IE RIG!-IT. CABINET TO 6E 18" W x 18" !-Ix 6" DEEP. PROVIDE f.llNGED DOOR. LA)E~T PARK MAIN SERVICE @) PANEL "A" ·.L CT./ II I WOMEN I - I I ID I # l>/o I L TG. CONTROLS / A-2,4 ~y* ' 2 ' AYSO STORAG~, _ ~ ,: E I I I I I i I I I I I I ' - -------------- II 1.3 A-14 0 - [i] < I 0 " " POWER PLAN N ' ' -r;, ( ' [fil LIGHTING . !ID I :b ALL NIGHT LJ [i] Fl-lOTOCELL FISCI-IER-FIERCE II N77':l':ll2.'6 TWIST LOCK MOUNT PER Tl-IE CITY ELECTRICIAN. [fil RELAY S!-IALL 6E GE CAT No. CR3S2AC.3AAI, OR EQUAL BY SQ. D., CUTLER 1-lAMMER, OR ALLEN 6RADL Y. III TOGGLE SWITC!-1 SFST l'.2!ZIV. LA6LE PLATE "TEST" -4 "AUTO" MOUNT RELAY , SWITCI-I IN NEMA-1 CABINET WIT!-1 DOOR CONTROL WIRING: 5Ct-lEMATIC NT$ PANEL 5Ct-lEDULE .t CONTROL WIRING: FOR 61D ALTERNATE RESTROOM AS BUILT DATE ev rr 2., 1, 'f 5':_12..,/8 L..,9 'itD 1Sco 112.,J, '-I 12., '& BUILDING PLAN NOTES CD Pf-!!OVIDE FOWER FOR LOW VOLTAGE TRANSFORMERS Tf.lAT OPERATE Tl-IE SINKS 4 TOILETS FLUSI-IING SYSTEM. •••• @ PROVIDE ONE CIRCUIT FOR EACI-I OF Tl-le-RESTROOMS FOR Tl-IE REMOTE MOUNTED I-IAND DRYERS. USE ~ AUJG COPF'ER FOR TI-IESI: Cll-<CUITS. . @ PROVIDE l2(e) VOLT FOWER FOR (6) IRRIGATION CONTROLLERS. Pf,!!OVIDED 4 ------·······-w~N~a°~~~~4~~:~tti~~E_;g~}ELECT •. CONTRACTOR___ __ _ __ _ _ ~ @ ELECTRICAL 4 Ff.lONE SERVICE REQUIREMENTS AND F.O.C'S ARE ON UTILITY CONSULTANT'S DRAWINGS. INSTALL FER UTILITY 1-<EQUIREMENTS . @ INSTALL 2' x 4' x 3/4" FL YUJOOD FI-IONE ISACKeOA~. F<UN 3/4" C.O. TO PAY Fl-!ONE. SEE 51-!EET E l.'ll FOR LOCATION. INSTALL FI-IONE COMPANY CONDUIIT FER UTILITY DRAWINGS 4 TI-IEIR REQUIREMENTS. / PANEL NO.A -WEST SECTION: 1 OF 1 Bus: 120 /240 Volts Main C.B., AMP Location: Electrical Room Serving: Normal Power 1 <I>, 3 Wire, 125 AMP X Main Lugs Only Integrated Equipment SC Rating Feed Thru Lugs X Ground Bus Flush Mnt. X Top Feed 10,000 RMS SYM AMPS SubFead Lugs lso. Gnd. Bus X Surface Mnt. Bot. Feed Load CONN C.B. C.8. CONN Load TvPa Circuit Descliplion VA AMP Pole CKT PH r-C""KT"""'"'Po..,.le.,..,.,AM"'P"' VA Circuit Description • Type L • L L • L L L * L * L • L * L • L * RESTROOM LIGHTING INTERIOR LIGHTING EXT. BLDG. LIGHTING+ SIGN PARKING LOT PARKING LOT WALKWAY WALKWAY WALKWAY WALKWAY WALKWAY WALKWAY SPACE SPACE SPACE 500 20 J 1 A 2 • 1 20 600 20 1 a B 4 1 . 20 525 20 1 5. A 6 1 20 510 20 2 7 B S 1 30 510 20 2 9 A 10 1 30 • 243 20 2 11 B 12 1 20 243 20 2 13 A 14 1 20 243 20 2 15 B 16 1 20 A 18 243 20 297 20 2 2 17 19 B . 20 1 1 20 20 297 20 2 21 A 22 20123824 2012sA2e 20127828 1 1 1 1 20 20 20 20 SPACE . 20 1 29 A 30 1 20 Total Receptacle (R) Loed@ 180VA/ee., 100% for first 10,000VA, & 50% for,remalnder: Total Ncneoincident (E) Load (Not included in demand load): Tote! Noncontinuous (N) Load: 360 360 600 2000 2000 720 250 100 720 OUTLETS IN BLDG OUTLETS IN BLDG SINK TRANSFORMER HAND DRYER -WOMEN HAND DRYER -MEN IRRIGATION CONTROLLER LIGHTING CONTROLS TELEPHONE IRRIGATION CONTROLLER Total Lighting (L) Load@ 1.25%: 5.26375 KVA I Total Motor(M) Load: 0 KVA Largest Motor: (25% added to demand load): 1 HP 5.32 KVA 0.00 KVA 1.79 KVA 0.25 KVA TOTAL CONNECTED LOAD: AMP A 8 TOTAL DEMAND LOAD 11.3 KVA Total/ <I> 52 42 12.6 KVA 52.6 A R R R R R N N N N • CIRCUITS CONTROLLED 6Y F!-IOTOCELL t (4) 2P 30A RELAYS. MOUNT RELAYS IN FULL BOX NEXT TO PANEL. RELAYS S!-IALL 6E GE CAT No. CR.3S2AC.3AAI, OR EQUAL 6Y SQ.D., CUTLER f.lAMMER, OR ALLEN 6RADL Y. SEE WIRING SC!-IEMATIC BELOW. CABINET TO BE 24" W x 36" !-Ix 6" DEEF. PROVIDE I-IINGEP POOR A-14 [i] ' ' ' " -~ II ' . ( [fil LIG!-ITING [ID : ,:~ : 1:0 :.__ __ 1:0 0------b ALL NIGHT N l II 1.3 I& 11 19 21 16 O>-----------H~,-,---Q TELEPHONE OJ Pl-lOTOCELL FISCI-IER-FIERCE • N77':l06 TWIST LOCK MOUNT PER Tl-IE CITY ELECTRICIAN. [fil RELAY5 SI-IALL 6E GE CAT No. CR3S2AC.3AAI, OR EQUAL 6Y SQ. D., CUTLER f.lAMMEF<!, OR ALLEN 6RADL Y. ~ TOGGLE SWITCl-l SPST 120V. LABLE PLATE ''TEST" 4 "AUTO" MOUNT ALL RELAYS 4 6WITCf..J IN NEMA-1 CABINET WITI-I POOR CONTROL WIRING: 5Ct-lEMATIC NT5 'i BUR.T 5/17/04 APPROVED BONITA CANYON SHEET U[J UJE5T COAST DESIGN ~p SPORTS PARK El.ECTRleAL 4 J.IGlfflNG ENGINl!ER& E 2.1 DATE -92 PA6EO El!l!ILLO. ewTl! 2"'1) WEST RESTROOM &<IN JUAN CAf"l&TIOIANO, CA 9261& DESCRIPTION APP'O. DESIGNED DRAWN • ClMV 240•1~1& FAX 24'!>.n&2 CITY OF NEWPORT BEACH REV1SlONs CATE: 3/13/~it> CONT ACT, i'i:1.155 OWENS OF 71 PUBLIC WORKS DEPARTMENT 133 © (1YF) ~p=;,10 0 PARK I I ,-~ I -"--A-!:> I I MAIN &ERVICE @ PANEL "A" ,.,..-----ii ~tG. CONTROL& ,, \'-\ .......... STORAGE \ ..... ' \ ' '._ I -i- i I I I I I I I I I I I I I --- El 0 I I I I I I I -~, ------ \ I I I I I I I I --...................... __ I I I I I I I I I STORA E I :'I:: I I I I I \ \ / /. I ' ' ' \ \ \ \ I I I I Ii '-:: ) i I I I \ I ---~-----' I '-I I I I I I I '-I ', I --i MAINT / ----I STORAGE ~ I I -------______ .../ _________________________ _j LIGHTING PLAN 5CALE, 1/4" = 1'·12>" PANEL NO. A· EAST SECTION: 1 OF 1 Bus: 120 /240 Volts Main C.B., AMP Location: ELECT ROOM Serving: Normal Power 1 <Ii, 3 Wire, 200 AMP X Main Lugs Only Integrated Equipment SC Rating Feed Thru Lugs Flush Mnt. I Top Feed 10,000 RMS SYM AMPS SubFeed Lugs X Gnd. Bus X Surface Mnt. Bot. Feed Load CONN C.B. C.B. CONN Load Type Circuit Description VA AMP Pole CKT PH CKT Pole AMP VA Circuit Description Type L • RESTROOM LIGHTING 500 20 1 1 A 2 1 20 720 OUTLETS IN BUILDING R L INTERIOR LIGHTING 1080 20 1 3 B 4 1 20 720 OUTLETS IN BUILDING R L • EXT. BUILDING & SIGN LIGHTING 525 20 1 5 A 6 1 20 600 SINK & TOILET XFMR. R L PARKING LOT 429 20 1 7 B 8 1 30 2000 HAND DRYER -WOMEN M L PARKING LOT 429 20 1 9 A 10 1 30 2000 HAND DRYER -MEN M L PARKING LOT 429 20 1 11 B 12 1 20 850 IRRIGATION & LTG. CONTROLS R L PARKING LOT 429 20 1 13 A 14 1 20 100 TELEPHONE N L • WALKWAY 324 20 1 15 B 16 1 50 1500 OUTLET @ FIELD 1 R L • WALKWAY 324 20 1 17 A 18 1 20 1500 'OUTLET @ FIELD 2 R L • WALKWAY 162 20 1 19 B 20 2 50 1500 OUTLET r.'il FIELD 3 R L * WALKWAY 162 20 1 21 A 22 2 50 1500 OUTLET@ FIELD 4 R L • WALKWAY 297 20 1 23 B 24 1 20 1650 SCOREBOARD FIELD 1 L L • WALKWAY 297 20 1 25 A 26 1 20 1650 SCOREBOARD @FIELD 2 L L PARKING LOT 330 20 1 27 B 28 1 20 1650 SCOREBOARD FIELD 3 L L PARKING LOT 330 20 1 29 A 30 1 20 1650 SCOREBOARD@FIELD 4 L SPACE 20 1 31 B 32 1 20 720 IRR. R SPACE 20 1 33 A 34 1 20 720 IRR. R SPACE 20 1 35 B 36 1 20 SPACE SPACE 20 1 37 A 38 3 60 SPACE SPACE 20 1 39 B 40 3 60 SPACE SPACE 20 1 41 A 42 3 60 SPACE Total Receptacle (R) Load @ 180V Nee., 100% for first 1 O,OOOVA, & 50% for remainder: 10.17 KVA Total Noncoincident (E) Load (Not included in demand load): 0.00 KVA Total Lighting (L) Load@ 1.25%: 15.80875 KVA Total Noncontinuous (N) Load: 0.10 KVA Total Motor (Ml Load: 4 KVA I Largest Motor: (25% added to demand load): 1 HP 0.25 KVA TOTAL CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 27.1 KVA Total/ <Ii 112 114 30.3 KVA 126.3 A • CIRCUITS CONTROLLED SY PHOTOCELL 4 (4) 2F 3c.?>A RELAYS. MOUNT RELAYS IN FULL SOX NEXT TO PANEL RELAYS SHALL SE GE CAT No. CR352AC3AAI, OR EQUAL SY SQ.D., CUTLER HAMMER, OR ALLEN 6RADL Y. SEE WIRING SCI-IEMATIC BELOW. CABINET TO SE 24" W x 36" 1-1 x b" DEEF. PROVIDE 1-!INGED POOR. I ~ (J) A-12 ® 4 .,,..-,,- ,,-PARK MAINT 2 I I I I CD I I I \ I I I 4 I I I I I I IC> CJ) 0 0 2 \, \ "-~ /1, I A-2 ~ ._ J ' --------- I I I I I I I I 4 I STORAG.E I J_ ::i=: -----/!+-- I I I I ' ' ' I \ \ 2 STORAGE .,,../N-@ I I I I I I I I I I o±: I I I I I I I \ I I ----I ----------ttb\ STORAGE --2 4 POWER PLAN SCALE, 114" = 1'·12>" REF: DATE I:, 11 21 2;l 2:, BUILDING PLAN NOTES CD PROVIDE FOWER FOR LOW VOLTAGE TRANSFORMER& TI-IAT OPERATE Tl-IE 5INK5 • TOILETS FLU51-!ING 5Y5TEM. @ PROVIDE ONE CIRCUIT FOR EACl-l OF Tl-le RESTROOM& FOR THE REMOTE MOUNTED HAND DRYERS.. U&E "le.?> AUJG COFFER FOR TI-IE&E CIRCUIT&. @ PROVIDE 12c.?> VOLT FOWER FOR (!:,) IRRIGATION CONTROLLER&. PROVIDED 4 MOUNTED BY OTI-IER5, ELECTRICAL CONNECTION BY ELECT. CONTRACTOR WIRE NO MORE THAT 4 CONTROLLER& TO A CIRCUIT. (±) ELECTRICAL 4 Fl-!ONE SERVICE REQUIREMENTS AND F.O.C"S ARE ON UTILITY CONSULT ANT'S DRAWINGS. INST ALL FER UTILITY REQUIREMENTS. @ INSTALL 2' x 4' x 3/4" FL YWOOD FHONE 6ACK60ARD. RUN 3/4" C.O. TO FAY FI-IONE. see SI-IEET E I.S FOR LOCATION. INSTALL FI-IONE COMPANY CONDUIIT FER UTILITY DRAWING& ' TI-IEIR REQUIREMENT&. A-I2 N [j] [] LIGHTING o>-------~----+-<I I h ALL Niu.IT o>-----------+-<t:itJt-->----l'J TELEP.JONE [j] FI-IOTOCELL FISCHER-FIERCE # N77SS0B TWIST LOCK MOUNT FER Tl-IE CITY ELECTRICIAN. [] RELAYS SI-IALL BE GE CAT No. CR352AC3AAI, OR EQUAL 6Y SQ. D., CUTLER 1-!AMMER, OR ALLEN 6RADL Y. ~ TOGGLE SWITCl-l SFST 120V. LABLE PLATE "TEST" 4 "AUTO" MOUNT ALL RELAYS 4 5WITCl-l IN NEMA-1 CABINET WITl-l POOR CONTROL WIRING SCHEMATIC U[J WE&T COAST DESIGN GROUP ELECTRICAL • LIGMTING ENGINEERS 26692 PASEO -1U.O, eu!TE 2H BONITA CANYON SPORTS PARK EAST RESTROOM SHEET E 2.2 DATE BY DESCRIPTION APP'O. DESIGNED DRAWN &AN JlulN CAF'l&TRANO, CA 9261& (949) 2-40•131& FAX 2-40-n&2 CONTAcr, RU55 OWENS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT REVISIONS DATE, 2/26/@c.?) OF 72 133 ~ ~ 2 I □ 5 ~ n § ~ m D ; ~ ~ B < 2 $ . 0 u! ;g !;; z .m ~ C ti I " ii z C s ~ :0 ~ ~55 -t-:i.,,; :'§: 2=lz ~ G) "lE J S: co rn :0 : ·-·- "' vi ) MAIN SER I I I I ') " o II ~I \ ; . ): I -- - [ ' C:JI -- LIGHTING PLAN I ~ I I I ' \ I I \ \ / I 1 \ - =~ i I I I ,,;:,__1..e, 114" • 1'-(2)",..ttt..~; :,__· _...:.· __:::::::=:::::::..,,----------, SECTION: V OF 1 116' /240 Volts PANEL NO. ):..EAST Mein C.B., AMP Location: ELECT • ~:::;.:.::';".:!lg::.: .,;N~o:.::rm,;..a;:;.l.:,.P~ow;,;e;:..r,.,.,.,,,,........1..-..:.,.::..:..__.:.3.....cW.:.i;.:re,_, __ .:.20.;.;o,A.:.M.P=::::-::±:::'X--M __ a_in_L __ u..;.gs_o_nl'ly__,;,:::::-;;:::::;---; Integrated Equipment SC Rating Feed Thru Lugs Flush Mnt. . Top Feed 10,000 RMS SYM AMPS SubFeed Lugs Gnd. Bus X Surface Mnt. Bot. Feed Load Type L * L L * L L L L L * L * L * L * L * L * L L Circuit Description RESTROOM LIGHTING INTERIOR LIGHTING EXT. BUILDING & SIGN LIGHTING PARKING LOT PARKING LOT PARKING LOT PARKING LOT WALKWAY WALKWAY WALKWAY WALKWAY WALKWAY WALl<WAY PARKING LOT PARKING LOT SPACE SPACE SPACE SPACE SPACE SPACE CONN C.B. VA AMP Pole CKT 500 20 1 2 1080 20 1 4 525 20 1 6 429 20 1 8 429 20 1 10 429 20 1 12 429 20 1 14 324 20 1 16 324 20 1 18 162 20 1 20 162 20 1 :12 297 20 1 24 297 20 1 26 330 20 1 28 330 20 1 30 20 1 32 20 1 34 20 1 36 20 1 38 20 1 40 20 1 42 Total Receptacle (R) Load@ 180VA/ee., 100% for first 10,000VA, & 50% for remainder: Total Moncoincidant (E) Load (Not included In demand load): C.B. Pole AMP 1 20 1 20 1 20 1 30 1 30_ 1 20 1 20 1 50 1 20 2 50 2 50 1 20 1 20 1 20 1 20 1 20 1 20 1 20 3 60 3 60 3 80 Total Lighting (L) Load @ 1.25%: 15.80875 KVA Total Noncontinuous (N) Load: CONN VA Circuit Description 720 OUTLETS IN BUILDING 720 OUTLETS IN BUILDING 600 SINK & TOILET XFMR. 2000 HAND DRYER -WOMEN 2000 HAND DRYER -MEN 850 IRRIGATiON & LTG. CONTROLS 100 TELEPHONE 1500 OUTLET @FIELD 1 1500 OUTLET @FIELD 2 1500 OUTLET 111> FIELD 3 1500 OUTLET @FIELD 4 1650 SCOREBOARD FIELD 1 1650 SCOREBOARD @FIELD 2 1650 SCOR EBO ARO FIELD 3 1650 SCOREBOARD@ FIELD 4 720 IRR. 720 IRR. SPACE SPACE SPACE SPACE Total Motor (M) Load: • 4 KVA Largest Motor: (25% added to demand load 1: 1 HP 10.17 KVA 0.00 KVA 0.10 KVA 0.25 KVA TOTAL CONNECTED LOAD: AMP A B TOTAL DEMAND LOAD 27.1KVA Total/41 112 114 •• 30.3KVA 126.3A Load Type R R R M M R N R R R R L L L L R R • CIRCUITS CONTF<OI..L!:D 6Y F!-IOTOCELL , (4) 2P 3e>A REL.ATS. MOUNT REL.ATS IN FULL. eox NEXT TO PAN!:L. fi!ELAYS S!-IAL.L 6E GE CAT No. CR3S2AC3AAI, 01'<1 EQU4'!.. 6Y 6Q.D., CUTL.ER !-!AMMER, OR Al..1..1:N 131'-!,ADL Y. SEE WIRING SCHEMATIC BEL.OW. CA6INET TO 61: 24" W x ¾>" 1-1 x 6" DEEF. PROVIDE HINGED POOR -I - I I I ~ , ' - 2 ,...,. - - - - - II POWER PLAN 5CAI..E, 1/4" n 1 '-(2)" AS BUILT BUILDING FLAN NOTES . ~ -.. CD PROVIDE FOW!R FOR LOW VOLT AC:st TRANSFoRMERe T!-IAT OPE~ATE Tl-IE SINKS 4 TOILETS FLUS¼-l!Nas SYST!:M. _. ~@·.F'ROV[DE.ONE CIRCUIT !=OR EACI-LOF THE_ F<;E5TFaaot15 !=0R_Tl,lE_ ~ore.·····-_ _ MOUNTED 1-!AND Dr<YERS. use "le> AUJc:!, COPFER FOR Tl-le6e CIRCUIT6. • · @ ~OVIDE 12'2) VOLT F'OWEl'it FOl'it (&) ll'<!l'i?IGATJON CONT~OLLER6. PROVIDED 4 MOUNTED BY OTHERS, EI..ECT~ICAL CONNECTION BY EI..ECT. CONTl'iaACTO~ WIRE: NO MO~ T!-IAT 4 CONTROLLERS TO A CIF<CUIT. @ ELECTRICAL 4 Fl4ONE SERVICE fi!EQUIF<;EMENT5 AND F .O.C'5 Afi!E ON UTILITY CONetJLTANT'5 D~WfNC:15. IN5TALL FER UTILITY fi!EQUIREMENT&. @ INST ALL 2' x 4' x 3/4" FL TU!OOD FI-IONE 6ACKeOARD. fWN 3/4" C.O. TO FAY t='!-IONE. &EE SHEET E l.'3 FOR LOCATION, INSTALL PHONE COMPANY CONDUIIT FER UTILITY DRAWINGS 4 TI-IEIR REQUIREMENTS. A-I2 N IIAII OJ m & I& 11 21 2S IE> . I O I !-----l-'-1"1---1----lh-e+----+-4 r.7....+-------4 " ( I Y I 121 LIGHTING o~-----[fil----1-1! ~h ALL NIGMT o-----------1-l">-+--~ II 0-: _________ -t-1:p o----------t!tJH1-1---Q TELEFl-lONE F!-lOTOCELL FISC!-IER-PIERCE ~ N11SWS TWIST LOCK MOUNT FER THE CITY ELECTRICIAN. 11] RELAYS SHALL 6E GE CAT No. CR352AC3AAI, OR EQUAL BY 6Q. P., CUTI..ER !-!AMMER, OR AL.LEN 6RADL T. ~ TOC:sGLE 5UJITCH SF5T 12CZJV. LABLE PLATE "TEST" 4 "AUTO" MOUNT ALL RELAYS 4 SWITCH IN NEMA-1 CABINET WITH DOOR CONTROL WIRING SCHEMATIC E ci5 N n I 'T o '-., " .:::: "' C ~ v I-~ =i OJ (fl q 0J w f- I (/) ~ [l' <t Q_ (/) f-[l' 0 Q_ C/1 z !;" z q u ·q f- z 0 m / V) "' [l' <JC Q_ / 0 C c q; <D C 0 C '"' I/ 0 0 . <( ' u I/ v <D r•!".E"]~MrG !r~1\:3ASJBU~IL~T:J5~11:7;,~04r:::r::'i'.!:~meRO'!ll1,v.u,m--·-· -....,.------------~----B.:..~.;.;T.;:i;..,T_A_C_A ___ N_Y_O_N __ ..,..._S_H_E_E_T_··-11~ ~~~A;r1~~~ SPORTS PARK ze ~~~~-~:,~~ EAST RESTROOM E 2.2 •~ .•, '•• DATE UD V) <9491 2-4e•lll18 FAX 2-4£>-ne2 CITY OF NEWPORT BEACH =i CONT ACT: Fsi..155 OWEN& 1-------11.,., PUBLIC WORKS DEPARTMENT OATE BY OESCRIPTION APP'O. DESIGNED I DRAWN REVISIONS DATE: OF 72 133 LL I "" I ,s ! -f" I (/1 rn ~ r_ l ) @) @ 0 10 20 NORTH SCALE: 1" = 20' KEY MAP 40 @ NORTH @) MEET EXISTIN NALK FLUSH ·--.- "· BLVD • REF• DATE BY EXISTIING MON CURB DESCRIPTION REVISIONS APP'D. APPROVED DATE DESIGNED DRAWN CHECKED DATE ll NOTE: I I SANCUT AND REMOVE EXISTING MON5TRIP AND I N5 TALL NEN NALK A5 5HONN. READJUST REMAINING MONSTRIP TO MEET NEN NALK, CONSTRUCTION LE6END NUMBER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET Ll.17 ® SCORE JOINT, TYP. DETAIL D SHEET Ll.17 0 EXPANSION JOINT, TYP. DETAIL E SHEET Li.17 @) LIGHTIN6 FIXTURE SEE ELEC. PLAN @ WOOD RAIL FENCE DETAIL 6 SHEET Ll.23 FOR MANLFAC.TURERS AND MODEL NUMBERS. SEE INCLUSIVE CONSTRUCTION LE6END ON SI IEE I Ll.17. CONSTRUCTION NOTES: I. ALL FORMS AND ALl6NMENTS OF PAVIN6, LAYOUT, AND SPECIAL PAVIN6 AREAS SHALL BE REVIEHED AND APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO CONCRETE POUR (61VE A MINIMUM OF 48 HOURS NOTICE) 2 CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMA6ES INCURRED. 3. ALL CONSTRUCTION AND HORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDIN6 GODE AND STANDARD SPECIFICATIONS FOR PUBLIC HORKS CONSTRUCTION. 4. THESE NOTES SHALL BE USED IN CONJUNCTION HITH THE PLANS AND ANY DISGREPENGIES SHALL BE BROU6HT TO THE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC HORKS DEPARTMENT 5. CONTRACTOR MUST GHEGK ALL DIMENSIONS, FRAMIN6 CONDITIONS AND SITE CONDITIONS BEFORE STARTIN& HORK. PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. 6. CONDITIONS NOT SPEGIFIGALL Y SHOHN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. 7. THE DRAHIN6S AND SPEGIFIGA TIONS REPRESENT THE FINISHED HORK. ALL BRACIN6, TEMPORARY SUPPORTS, SHORING, MASONRY, ETC IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DOES NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. 8 REFER TO CIVIL EN61NEER PRECISE 6RADIN6 PLANS FOR PARKINS LOT CONSTRUCTION DETAILS. 9. CONTRACTOR TO PROVIDE 6' H16H CHAIN LINK FENCE AROUND ENTIRE PROJECT SITE REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION 10 CONTRACTOR'S PROJECT SURVEYOR HILL BE PROVIDED WITH AN ELECTRONIC PLAN FILE TO PLOT COORDINATES AT A MH'-IIMUM OF 25' O.G. FOR STAKIN6 OF ALL HALKS, MOWGURBS, FENGIN6, ETC. NOT DIMENSIONED ON LAYOUT PLANS OR INCLUDED IN CIVIL EN61NEER'S HORIZONTAL CONTROL. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 1.01 SHEET 73 OF 133 - I . I ' ~ ' -~ ' ~ ~ ~ ~ a i > " .m " E' cl I ~ ~ 2 ~ 0 r 0 ~ " ~ 0 ~ ~ m 0 " ~ rn ' z 0 ~ 2 rn ~ □ ' 'fi a > 5 " 2 '" ~ i'l i ~ ~ 2 ~ 0 r 0 ~ " □ 0 ~ ~ ~ 0 ~ ~ 2 iS C 2 ~ " □ ~ ~ ~ z !TI ~ C cl " i ~ ~ z a r 0 ~ " 1J 0 " ~ m 0 " ~ ~ ~ 2 ~ C 2 C s: ID m :0 \ 1)~o ..... }JJ if ~ ~ £-z "'<: G) F~~ 1 s: ~ JJ 'o .! JJ (? ~ ~2 G) f z C s: ID S3 j ·--~ V' ) 0 :0 ~ ~ 2 G) ---·- II MACARTHUR BLVD. MEET EXl5TIN6 WALK FLUSH ( CENTER LINE EXl5~1N6 APPROACH ----- EXISTING RESIDENTIAL \ 6 -o-· RS' -------1,a;.,----"---,., .. -· -·· _ .. ~----·----------~~---=-·-~-------:-----.....,........___ ,~-____.:_-"-'--'-'~ • .4-~~ ·-...___, ... [ I --- - I I J ---------...<...,.,__ -- -...___ • .' .· <P':"\ .-·~-~p \ \ \ \ . . \ -~~· .. -·· _,.·· I -----------, () l --6 ·-~ z __ c=----c~--\ 1i 0 ------. 7+---- • ~ -~ ~ KEY MAP REF• @ 40 @ ~ , "· NORTH NORTH SCALE: 1" = 20' .-......, __ DATE I I -- BY DESCRIPTION REVISIONS / -~--- APPROVED DATE APP'D. DESIGNED CHECKED - DRAWN DATE CONSTRUCTION LEGEND NUHBER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET Ll.17 ® SCORE JOINT, TYP. DETAIL D SHEET Ll.17 0 EXPANSION JOINT, TYP. DETAIL E SHEET Ll.17 @ PIPE GA TE, TYP PER MFR ® LIGHTING FIXTURE SEE ELEC PLAN FOR MANUFAC.TURl:RS AND MODEL NUM6ER5, SEE INCLUSIVE CONSTRUCTION LEGEND ON SIIEEI Ll.17. 31872 Camino Capistrano San Juan Capjstrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WOR $ DEPARTMENT L 1.02 5HEET74 OF 133 I I i, m rn ~ ' " " " I . ' . i -. ~ z _m ~ 23 ~ 2 ~ z C s:: Rl JJ ) ~ ~ z GJ MACARTHUR BLVD. -- EXISTING RESIDENTIAL KEY MAP REF, APPROVED E» @ .,_ . DATE NORTH NORTH SCALE: 1" = 20' 'r ~--DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE --- CONSTRUGTION LE6END NUMBER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET Ll.17 ® SCORE JOINT, TYP. DETAIL D SHEET Ll.17 0 EXPANSION JOINT, TYP. DETAIL E SHEET Ll.17 ~ BENCH/TRASH RECEPT LAYOUT DETAIL E SHEET Ll.2O @) LIGHTING FIXTURE SEE ELEC. PLAN FOR MAMJFACTURERS AND MODa NUMBERS, SEE INCLUSIVE CONSTRUC.TION LE6END ON 51 IEEI Ll.17. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK LAYOUT PLAN 1214 East Green Street Pasadena.CA 91106 626 795-200S FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORl<S DEPARTMENT L 1.03 5HEET 75 OF 133 ~ ~ z a r □ " n ,," □ 3 ~ n □ ~ ~ l □ l: z D " D 0 " ~ , > D z ,,, I; ~ 2l ~ z ~ ~~ 0' ~ 0 JJti ~~z ~ Gl .__J: ... z 7' C: 1$ i 2: ~ -0 -$!\ :s f;g :0 0 :0 ~ z Gl z C ~ CD m :0 ) 0 I z Gl ('I") 0 l'l @ NORTH SCALE: 1" = 20' MACARTHUR BLVD. KEY MAP @ " -NORTH ( V' ·--....;,..: I I EXISTING RESIDENTIAL I . REF, APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE @ --- CONSTRUCTION LE6END NUMeeR DESCRIPTION DETAIL 0 CONCRETE HALK DETAIL A SHEET Ll.17 ® SCORE JOINT, T,P. DETAIL D SHEET Ll.17 0 EXPANSION JOINT, T,P. DETAIL E SHEET Ll.17 0) CONCRETE MOv-JSTRIP, T,P. DETAIL F SHEET Ll.17 @ 4' CHAINLINK FENCE, T,P. DETAIL A SHEET Ll.21 (§ BENCH/ TRASH RECEPT. LA,ou· DETAIL E SHEET Ll.2O @ LIGHTING FIXTURE SEE ELEC PLAN FOR MANUFAGTI.RERS AND MODEL NUMBERS, SEE INCLUSIVE CONSTRUCTION LE68'D ON SI., , I Ll.17. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON . SPORTS PARK LAYOUT PLAN I I I B I 0 I I I I I_ • -...J :c ~ :E - 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 1.04 SHEET 76 OF 133 I , I ~ 0 ' 53 , > s " z '" I) ~ D ~ ~ ,; z "' □ 5 D C, m □ ~ D 0 ~ ~ □ S1 ~ z B ~ z ro m • " 0 ' ~ , > " z .m \l ~ D ;;; ,. z C s:: m m :0 \ ! U) 03 ~ ~ 0 ~-~1 ~ - ~ i ffi .,. - z ll'c :s s: 1 ~ 11 f ) m g 0 :0 >-~ z GJ z C s:: ~ :0 0 :0 ~ z GJ MACARTHUR BLVD. \ ) KEY MAP APPROVED E» NORTH DATE NORTH SCALE: 1" = 20' DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS • CHECKED DATE I CONSTRUCTION LE6END NUMBER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET Ll.17 ® SCORE JOINT, TYP. DETAIL D SHEET Ll.17 0 EXPANSION JOINT, TYP. DETAIL E SHEET LI. 17 0 CONCRETE MOHSTRIP, TYP. DETAIL F SHEET L l.17 ® 4' CHAINLINK FENCE, TYP. DETAIL A SHEET Ll.21 @ 40 GAL. TRASH RECEPTACLE DETAIL E SHEET l-1.20 @) DRINKING FOUNTAIN DETAIL D SHEET Ll23 @) LIGHTING FIXTURE SEE ELEC. PLAN @) CONSTRUCTION FENCE FOR MANUFACTIJRfRS AND MODEL l'fJMBERS, SEE INCUJSIVE CONSTRUCTION LE6END ON SIIEEI Ll.17. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 Eas\ Green Street Pasadenia, CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 526 795-2001:1 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WOR S DEPARTMENT L 1.05 SHEET 77 OF 133 ~ ~ ,: □ r 0 " " m □ ~ ;g m □ ; ~ z 6 C z ~ ~ . □ ~ ~ z _m " ,. C 21 " z " J .. ' I ~ ,; z a: 0 5 ~ " ~ ~ m □ ~ ~ I 1' 6 ' z I z C s: co g:J ~o ~~ ~e ~ -+z G) "OZ jS° C ~~ m J) ~ -t\ --c' (pl ) 0 J) 9- ~ z G) KEY MAP 20 40 r®• , , ,. NORTH NORTH SCALE: 1" = 20' DATE BY DESCRIPTION REVISIONS ' \ . ' ·~./. 'a ·'. :: •. > ., • ,"'>~: ~c~ ,..,_ : . ,:,:.:.,, ___ ,·< I< s•-o" ~. •. -~. ·~ ·, CONSTRUCTION LEGEND 1-lJMBER DESCRIPTION DETAIL 0 CONCRETE HALK DETAIL A SHEET Ll17 0 CONCRETE PAVERS DETAIL B SHEET Lll7 0 CONCRETE HEADER H/ FENCE DETAIL C SHEET Lll7 SCORE JOINT, TfP. DETAIL D SHEET Lll7 EXPANSION JOINT, TYP. DETAIL E SHEET Lt.17 0) CONCRETE MOHSTRIP, TYP. DETAIL F SHEET Li.17 @) STEPS/ HANDRAIL DETAIL C SHEET Ll2O @ TERRACED SEATING DETAIL D SHEET L12O @ 4' CHAINLINK FENCE, TYP. DETAIL A, SHEET Ll21 @ LIGHTING FIXTURE SEE ELEC PLANS (§ HANDICAP RAMP t HANDRAILS DETAIL G SHEET Ll.2O FOR MANU=ACll.JRf:RS AND MODEL l'U'1BERS, SEE INCLUSIVE CONSTRUCTION LEGEND ON SHEET Ll.17. NOTE: SAWCUT AT NEAREST JOINTS EXISTING WALK AND REMOVE. INSTALL NEW WALK AS SHOWN. .. ..______ 1--EXISTING WALK O (PROTECT IN PLACE) ,I If) APPROVED DATE APP'D. DESIGNED DRAW CHECKED DATE 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK LAYOUT PLAN CITY OF NEWPORT BEACH PUBLIC WORK$ DEPARTMENT L 1.06 5HEET 78 OF 133 " $ □ ' " " • ,; • z .m \) C ~ 0 " ► I . " \;: z I 0 5 ~ n □ D • " □ " $ D ~ ~ z D C z iii • □ ' ~ " • • z !TI n J> C i'l " z ► z C :::;: o:J m I] l!U\ Ol OD i;t-it-l I] --~ i°fZ . G'l "'t r-..t: E ~s -o:J ) m I] D I] ~ z G'l NOTE: . l() 0 ~ ..J f-w w J: en w w en I w z -..J :c: i ,' ,,,. ,, \,/0 /co '"""''4" 0,, I I I SEE SHEET Ll.18 FOR ENLARGEMENT OF THIS SHADED AREA. ~ ~ 1--------:,<v:--~ r~ ~f\ ) ' I SAHCUT EXISTING HALK AT v~ NEAREST JOINT AND REMOVE ~ 1/ TO NEH DRIVE INSTALL NEW ~ x __________ w_A-LK_A_s_sH_o_H_N_. _ __, ---~~ ♦ ~ \ ID~ ~ ?a ~ 0)' NORTH SCALE: 1" = 20' MACARTHUR BLVD. .;,},:::·:-, l~tflr .. : ,. !.. • '.· ';\':'. (:\i':'.f'"' \ )8( )( EF, DATE BY I EXISTING WALK. PROTECT IN PLACE. DESCRIPTION APP'D. REVISIONS APPROVED DATE DESIGNED CHECKED )( "' 0 ·°' "' DRAW DATE )( )( io .OJ 0, S't'IHCUT EXISTING ASPHALT C@-JCRETE 6" BACK AND REM VE TQ FORM NEW HALK AS SHO N. PATCH ASPHALT CONCRETE S REQUIRED TO COMPLETE. / / )( io ?> .,,. Q i er z ~ :z ~ ~ ....... ;z CONSTRUCTION LEGEND tU16ER DESCRIPTION DETAIL 0 CONCRETE HALK 0 CONCRETE MOv-15TRIP, TYP. 5CORE JOINT, TYP. EXPANSION JOINT, TYP. 0 REDUCED CURB ACCESS 0 HANDICAP RAMP ® PARK Sl6N 4' CHAINLINK FENCE, TYP. TOT LOT ADD OPTION BIKE RACK 40 6AL. TRASH RECEPTACLE PICNIC TABLE PADS L\6HTIN6 FIXTURE CABLE FENCE REMOVEABLE CONC. BOLLARD DETAIL A 5HEET Ll.17 DETAIL F 5HEET Ll.17 DETAIL D 5HEET Ll.17 DETAIL E 5HEET Ll.17 5EE CIVIL PLANS SEE CIVIL PLAN5 DETAIL E,F,6 5HEET Ll.23 DETAIL A SHEET Ll.21 DETAIL C 5HEET Ll,lq DETAIL A SHEET Ll.23 DETAIL E SHEET Ll.20 DETAIL C 5HEET Ll.23 SEE ELEC PLAN 0.C. 5TD. PLAN #1413 PER MFR FOR M,/INUFACT\JRERS AND MOPa. ~. SEE l~,IISIVE CONSTR,UC:TION LE6END ON SIS,f-lf'l&"ETJ Ll.I7. 31872 Camino Capistrano San Juan C111Plstrano, CA 92675 949 661-7127 FAX 949 248-25f9 1214 El:jst Green Street Pasad~ne,CA 91106 626 795-20011! FAX 626 795-2547 BONITA CANYON SPORTS PARK LAYOUT PLAN CITY OF NE\NPORT BEACH PUBLIC WORl<S DEPARTMENT L 1.07 SHEET 79 OF 133 I I i ~ !i I □ r □ ~ n ~ □ ~ ~ □ • ;g < ~ ~ !;j ) 0 :n ~ ~ z G1 Cl <( I 01 ll::: I 0 0:: 0 LL • NALK • CON5 TRUC TED ____,_~ PER CIVIL ENGINEERING 1· •PLAN. () I 0 NORTH KEY MAP 0 10 20 40 I O 0:1 .J* k ; I'¥;;: @j NORTH SCALE: 1" = 20' REF• APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN DATE .o . . ' / .. ' ' , I ' CONSTRUCTION LEGEND NJMeER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET Ll.17 ® 5CORE JOINT. TYP. DETAIL D SHEET Ll.17 © EXPANSION JOINT, TYP. DETAIL E SHEET Li.17 @) Ll6HTING FIXTURE SEE ELEC. PLAN FOR MANUFAG~S AND MODEL NUMBERS, SEE INCLUSIVE CONSTRUCTION LE6END ON SI IEE I Ll.17. @ @ ~ er ~ 2 0 >-2 <( () ~ -;z 0 00 -""""" ...,., """' 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK LAYOUT PLAN CITY OF NEWPORT BEACH L 1. 08 PUBLIC WORKS DEPARTMENT SHEET 80 OF 133 I • ~ C/l gi z :c 0 1}~o r 0 " n Bl-Fi 8 D ~ ~ rn D ; ~ :Db'z z 0 ~ •'\ G) ~ 2 ~ . r-' '§; z □ •.l:: C ' - ~ ~ ~:?;'. " z :s m !TI n ,. J] C 2l ll " \) \ ~ ;.i ...c. ~ .,, s; .f ~ 2 I a r 0 ~ n 0~ ~ ~ m O -"'t"f --; ~ z I' B G) < z --0 z w m . ~ <;;;"C ' -;i ~ ~ " 2 .m ~ ~ J] ll ~ ~ 0 --~ vi ) .,,,------, ~ :c 0 5 ' ~ n ! o 0 ! Jl :n : 0 -0 ; 9:l 0 ; l en ~ " -< :'::I ,, ;;;: 0 1 ~ z I 0 J] ~ z G) RESTROOM--~ ADD ALTERNATE ALTERNATE ALTERNATE ALTERNATE .,, 0 ;o a ?J 0 )> a 1 I I ~ D NORTH )( Vi MATCHLINE -SEE SHEET L 1.1 o KEY MAP REF• 20 @ ., . . NORTH SCALE: 1" = 20' ------, ,..: DATE --------------- APPROVED DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE ~ _/ l l I ' • ', I ' ! 1/, ! I 5'~0". I,• I ,llf--bi"H-F-'-· .:::_-·, i : -' i 1 Q <( 0 a:: z 0 >-z <( 0 ~ -z 0 co EXISTING NALK (PROTECT IN PLACE) CONSTRUCTION LE6END NUMBER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET LI 17 0 CONCRETE PAVERS DETAIL D SHEET LLl7 ® SCORE JOINT, TYP, DETAIL D SHEET LLl7 0 EXPANSION JOINT, TYP, DETAIL E SHEET (_117 G CONCRETE MOWSTRIP, TYP. DETAIL F SHEET LLl7 ® DEPRESSED CURB ACCESS SEE CIVIL PLANS @ 4' CHAINLINK FENCE, TYP DETAIL A SHEET LL21 ® PIPE GA TE, TYP PER MFR @) RESTROOM ADD OPTION SEE ARCH. PLANS @) 40 GAL TRASH RECEPTACLE DETAIL E SHEET Ll.20 @) DRINKING FOUNTAIN DETAIL D SHEET LL23 (§) BACKLESS BENCH PER MFR @ LIGHTING FIXTURE SEE ELEC. PLAN @ GRASSPAVE II DETAIL H SHEET LL20 @) CONSTRUCTION FENCE FOR MANUFACTI.JRERS AND MODEL 1U16ER$ SEE INCUISIVE CONSTRUCTION LE6END ON sira: Ll.17. NOTE: EXISTING NALK TO BE SANCUT AT NEAREST JOINTS IN ALIGNMENT ~1Jt A~[N6,i::,y~~t~ig~~~EAN£1 ~EMOVED. BASE PER GEOTECHNICAL REPORT. 31872 Camino Capistrano • San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E<1st Green Street Pasade,n13, CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORl(S DEPARTMENT L 1.09 SHEET 81 OF 133 ! 1. I I / ) z C s: CD ~ 0 JJ ~ z G) NOTE: alll&i 0 <( 0 ll:: Q ~ 0 LL 5AHGUT AND REMOVE. INSTALL NEW GONCRETE AND RAMP AS SHOHN. □ 0 0 8'-11 ~ORTH -. MATCHLINE SEE SHEET L 1 09 ,-~~-~---------,--------' -.-,---:-------- . --u )( e-----+<----4< . . 3 I . . . ., .. .. .. )( )( - ----- _/ -~ ~-r-__ ....____,_ ~ ---. ---- -------• --:---._ -----.__,_,_ ---._ MESA VIEW KEY MAP EF: Ml I NORTH SCALE: 1" = io• DATE BY DESCRIPTION REVISIONS I/ ----llii.m Bll!II EIIDII ./ / 0 <( _,Q / / fl: , / ·/ 51_ I --- 0 APPROVED DATE APP'D. DESIGNED DRA CHECKED DATE CONSTRUCTION LEeEND N..t18ER DESCRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET LI. 17 ® SCORE JOINT, TYP. DETAIL D SHEET Ll.17 © EXPANSION JOINT DETAIL E SHEET Ll.17 0 CONCRETE MOWSTRIP, TYP. DETAIL F SHEET 1.-1.17 0 HANDICAP -RAMP SEE CIVIL PLAN @) 4' CHAINLINK FENCE, TYP. DETAIL A SHEET Ll.21 @) 40 GAL. TRASH RECEPTACLE DETAIL E SHEET Ll.20 @) LIGHTING FIXTURE SEE ELEC. PLAN @) CONSTRUCTION FENCE FOR MAN.FACIURf:RS AND MODel.. tu1BERS. SEE INCLUSIVE CONSTRUCTION LEGEND ON SI,. , I Ll.17, 31872 C~mlno Capistrano San Juan Cll!Pfstrano, CA 92675 949 661-712'( FAX 949 248-25~9 1214 Ec1st Green Street Pasad4'na, CA 91106 626 795-200~ FAX 626 795-2547 BONITA CANYON SPORTS PARK LAYOUT PLAN CITY OF NE'(VPORT BEACH L 1.10 PUBLIC WO $ DEPARTMENT SHEET 82 OF 138 : I 0 :IJ ~ z G) MEET EXISTING-~ WALK FLUSH. _1 0 <( 0 0:: 0 0:: 0 LL 1!1- ' ' J J J J /,- ' ' J J ' J ' I I ---- ,--~-EXISTING WALK PROTECT IN PLACE. ---------- - ------ I I I I I I I I I I I MESAVIEW ------- // /-----~-~_J_\ _____ _ T'1'P- 5'-0" T'1'P- 5'-0" ~ NORTH I I I I I I I I I I I I I I I I I I I I I I I I 0 ,_ 11 FENCE T • 30°-0" T'1'P. SCALE: 1" = 20' 30'-0" O' HT. FENC KEY MAP @ NORTH ------------ T'1'P. 60'-0" T'1'P. IO' HT. FENCE T'1'P. < -Q ----"r--------L,. -1 -1 ...z • -u R F: DATE BY \ \ -------- APPROVED DATE DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRA DATE D D Cl <( 0 0::: z 0 >-z <( t) ;:: --z 0 Ill CONSTRUCTION LEeEND 1-1.M:!ER DESGRIPTION DETAIL 0 C.ONC.RETE HALK DETAIL A SHEET Ll.17 0 C.ONC.RETE PAYERS DETAIL B SHEET L l.17 0 CONCRETE HEADER H/ FENCE DETAIL C SHEET Ll.17 ® SC.ORE JOINT, T'l'P. DETAIL D SHEET 1-1.17 © EXPANSION JoiNT, T'l'P. DETAIL E SHEET 1-1.17 0 C.ONC.RETE MOHSTRIP, T'l'P. DETAIL F SHEET Ll.17 @) 4' CHAINLINK FENCE, T'l'P. DETAIL A SHEET 1-1.21 ® BACKSTOP FENCE DETAIL C, D SHEET Ll.21 @ C.HAINLINK GA TE DETAIL A SHEET Ll.22 @ BRICK DUST DETAIL B SHEET 1-1.22 @ PITCHING RUBBER DETAIL F SHEET 1-1.22 @ BASE AND HOMEPLATE DETAIL E SHEET 1-1.22 @ DUGOUT BENCH, T'l'P. DETAIL D SHEET Ll.22 ® BAT RACK AT DUGOUT DETAIL C SHEET Ll.22 @ BLEACHER PAD LA'l'OUT DETAIL H SHEET 1-1.22 @ TREX BACKSTOP HOOD DETAIL F SHEET Ll.21 @) DUGOUT ENLARGEMENT DETAIL D SHEET Ll.22 @ BIKE RAC.K DETAIL A SHEET Ll.23 @ 40 GAL. TRASH RECEPTACLE DETAIL E SHEET Ll.20 @ DRINKING FOUNTAIN DETAIL D SHEET Ll.23 @ LIGHTING FIXTURE SEE ELEC. PLAN @ BACKSTOP AND DETAIL G SC.ORE KEEPER'S PAD SHEET Ll.22 @ C.ONSTRUC.TION FENCE DETAIL G SHEET Ll.22 FOR MAN..FAG1lJRf=RS t,NP MODEL ~. 51::E INCU.etVE GOl'ISTRUCTION 1-Eeet,tD ON SIIEEI Ll.17. 31872 c11mlno Capistrano San Juan Cli!plstrano, CA 92675 949 661-7127 FAX 949 248-251J19 1214 E11s1 Green Street Pasadf!rn!, CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-20011f FAX 626 795-2547 CITY OF NE\'VPORT BEACH PUBLIC WORfq, DEPARTMENT L 1.11- • i : " • ~ 0 ~ ~ • " 2 _m ~ C ~ I I I I z C $ OJ m JJ \ ) . ) 0 JJ )>- ~ z G) - 5'-0" 90' = @J y t + R97'-0" '-011 MATCHLINE -SEE SHEET L 1.13 KEY MAP ~ @ ' NORTH NORTH SCALE: 1" = ?O' MATCHLINE : EXISTING WALK. • -S~E SHEEtr L 1.11 PROTECT IN PLACE. • • C --~---~ ~ --~ ------~ ' ~ ~ --------- "'------~ • ··--- "'~---------------------------------y ' ~ -----·--- --------------' ,...,/ ------ TYP. I EF• APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAW REVISIONS CHECKED DATE \ i ' ; / Turf Marker Not to Scale CONSTRU::.TION U:6END IU1eER DESCRIPTION DETAIL 0 GONGRETE WALK DETAIL A SHEET Ll.17 0 GONGRETE PAVERS DETAIL B SHEET 1-1.17 ® SGORE JOINT, Tl'P. DETAIL D SHEET Ll.17 © EXPANSION JOINT, Tl'P. DETAIL E SHEET 1-1.17 (j) GONGRETE MOWSTRIP, Tl'P. DETAIL F SHEET 1-1.17 0 REDUGED GURB AGGESS SEE G IV IL PI.-AN 0 HANDIGAP RAMP SEE GIVIL PLAN @) 5TEP5 AND HANDRAILS DETAIL G SHEET Ll.20 @ 40 6AL. TRASH REGEPTAGLE DETAIL E SHEET 1-1.20 @ PIGNIG TABLE PADS DETAIL C SHEET 1-1.23 @) LIGHT!Ne FIXTURE SEE ELEC PLAN @ 6RA55PAVE II PAVERS DETAIL H SHEET 1-1.20 ® TURF MARKERS PER DETAIL THI$ SHEET ® CABLE FENCE 0.C. STD. PLAN # 1413 FOR MAKJ"ACTVRfRS AND MODeL IU-1BERS, SEE INCUISIVE CONSTRUCTION LE6l:ND ON SIIEEI Lt.17. SAWCUT EXISTING WALK AT NEAREST JOINT AND REMOVE. INSTALL NEW WALK AS SHOWN. 12" SQ. • • • I. PREC-AST CONCRETE lU<F MARKERS NATURAL GREY WITH Ll6HT "CID W'-SHFINISH. 2. COMP"CTED SU66RAfJE. :3. GRIISS P"VERS EDGE. I· • • • • • • . . ' . • • • • • • PLAN VIEIAI 31872 C&1mlno Capistrano San Juan ClilPlstrano, CA 92675 949 661-7127 FAX 949 248-25f9 1214 E11st Green Street Pasad~na,CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-200llf FAX 626 795-2647 CITY OF NE\'VflORT BEACH PUBLIC WOR S DEPARTMENT L 1.12 ~ ~ ifjj I 0 5 ~ 0 ! ~ .. ~ ; ~ z i ~ tj~ " . 0 ~ ~ 7C' !i " z !" ~ :0 a ~ s • I ) ~ ~ z :,: 0 0 5 :0 ~ 0 ~ O 0 ~ ~ ~ ~ z ~ z G) I - 0 <( 0 a::: Q ~ 0 LL. C) I c!) c!) I ~ ,/ --\-----,/ ------ 0 0.: I )- 1- ---G!illt;m 1/Qc ---~-- d-... ,/ ~ --'} ,,__J.:.. ~ "'-q- -,, I I l9l 0 ' ::!;' MATCHLINE -SEE SHEET L 1.12 -::"-~::~7;: ---/ -/ -------------- ---- 0 I ' '<1 "--'"-5' ~~ / ii:---_, - ""'=~ ~ ii ''"----- --,~ ----11 , 1,---.: '~'--,, I = -----j1 I I,~::-- --,, [Q] i "-~ = 5 5' / = s ~ ..... .._., ~ ··-.. § = s 5' 5' = l ~ / ,._ ~ ", = .-oO g = I ~ () ,rL J -I- • ~ ----- ~ = § = " 'r ! " i -...._"· "' "· § r;r I 4 = I = 'r = § = § = l ~ C) Q_ lg /" I }-- ~-I- TYP. P/A I I' I I ' ¾ \ '\ \ -------- .. -----P/A 2'-0" C /, -------/ I ' -----------,.,,,,,---,,,...-· '•-....__.._ -------------....___.._ -------........ """"'-, __ \ -----~------------======~=:~! I ,,-"-, '---,_ -------I -·( -----------~;:;;;;;~~;;;;;;;;;;~--~al;il!All!!lll!Fl'l!l!!lllf=i=!BF~+,-,-\ -----...._ ·,-... -....._..._ ~ I ---\ -----'----,_ ---------~ /\\ -------~ 9 --------------------------------___ 1- \ \ rf) g \ --------·-----------------, ~ \ l -1----------- \\\ / MATCHLINE -SEE SHEET L 1.14 \ I KEY MAP I ) r REFc APPROVED NORTH DATE NORTH SCALE: 1" = 20' DATE BY DESCRIPTION APP'D, DESIGNED DRAWN REVISIONS CHECKED DATE I 0 <( 0 0::: z 0 >-z <( 0 ;5 -z 0 00 ....., - CONSTRUCTION LEGEND NUMBER DE5CRIPTION DETAIL 0 CONCRETE WALK DETAIL A SHEET Lll7 0 CONCRETE PAVERS AT BLDG, DETAIL B SHEET Ll.17 0 CONCRETE MOWSTRIP, TYP. DETAIL F SHEET Ll.17 ® SCORE JOINT, TYP, DETAIL D SHEET Lll7 © EXPANSION JOINT, TYP. DETAIL E SHEET Ll.17 0 REDUCED CURB ACCESS SEE CIVIL PLANS @) STEPS AND HANDRAIL DETAIL C SHEET Ll.20 @ PARK SIGN DETAIL E,F,H SHEET Ll.23 @ CITY PLAQUE PILASTER DETAIL F SHEET Ll.20 @ PLAY AREA ENLARGEMENT DETAIL A SHEET Lll9 @) BIKE RACK DETAIL A SHEET Ll23 @) 40 GAL, TRASH RECEPTACLE DETAIL E SHEET Ll.20 @ BENCH WITH BACK - @ LIGHTING FIXTURE SEE ELEC, PLANS @ TELEPHONE SEE ELEG. PLANS (55) CABLE FENCE O,G. STD. PLAN # 1413 FOR MANLFACnRERS AND MODEL i'U"IBER$, SEE INCi 1161VE CONSTRUCTION LE6END ON Sll~I Ll.17. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E"!St Green Street Pasadena.CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORK$ DEPARTMENT L 1.13 SHEET 85 OF 133 0 iil z • " . ~ 0 C ' ~ rn :s:: • , " " z _m OJ " m C :a 2l ~ z ~ ~ 0 -C JJ C> ~ "" ~ z -4" G1 "Q z C ~ :s:: :s OJ m :a ti> Uf -- ) \ \ I I I I I I I I .,.-----T / : 5 /, i MATCHLINE -SEE SHEET L 1.13 X --------x------------I X X X X I I I I I I I I I I I I I I I I I I I I I I I I ~--I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / i "==--',\ltt / D ~ -__ L_-_-_-_.-_-__ -_-+-----1 I I X I I I I I I I I I I I / I I I (-,, l!!se!ee"""'!I" ( I ~ 0 I NORTH / I I I ··1, 1· '1. ' I • I I. FOR TIPIGAL ~ FIELD LA'I' SEE 311&, L I.II --I ---/ ------------I ~--,,.,,.,,.,✓ I I I I I / I I / / I I I I I / I I I I I / : ,,.,,.,,.,,. /-' x i x--x--x--x--x--x--x--'-x--,,1 ~1- 1 :-11--x--x--x-7 :x- / ,/' :, Ill I ,,.,,.,,.,,.,,. j II ' II I I I I I L---------- I I I I I I I I I X X X X X ) / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I II/Ill // Ill / I /I ----------------------"''-.... "-~---..__ __ -. • .._ ---------- I I I I -- I / I I I / I / I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I __.,,.,-· I I --m.a ~---m tt:il!:!!!!!!I m::a:1 1!1!!113 l!:!:l!:m!I rm EIIS,!:I 1t11E;m rm Em!!l!I l'l!m'D ---..am m-ml!IIZll---•-111 ,_._..,._...,.i:,--111am11-1...,.,..,,..~-~-B?=I m~aii&J rm iil.SW4-m mmm ,,,,.,, m:::=~--' MATCRUI\JF -SEE SHEET L 1.15 -------__ _ __ ,.--,,, ----~ KEY MAP REF: APPROVED 10 20 40 0 I,, .. J I NORTH DATE I SCALE: 1" = 20' 'r DATE BY DESCRIPTION APP'D. DESIGNED DRAW REVISIONS CHECKED DATE ·-mm I CONSTRUCTION LEGEND tU1BER DESCRIPTION DETAIL 0 CONCRETE HALK DETAIL A SHEET Ll.17 0 CONCRETE PAVERS DETAIL B SHEET Lll7 0 CONCRETE HEADER H/ FENCE DETAIL C SHEET Ll.17 ® SCORE JOINT, TYP. DETAIL D SHEET Ll.17 © EXPANSION JOINT, TYP DETAIL E SHEET Lll7 @ 4' CHAINLINK FENCE, TYP. DETAIL A SHEET Ll.21 @ BRICK DUST INFIELD, TYP. DETAIL B SHEET Ll.22 @ BIKE RACK DETAIL A SHEET Ll.23 I @ 40 GAL. TRASH RECEPTACLE DETAIL E SHEET Ll.20 @) LIGHTING FIXTURE SEE ELEC. PLAN @ DRINKING FOUNTAIN DETAIL D SHEET Ll.23 ® CONSTRUCTION FENCE FOR MANUFACTURERS AND MODEL N..lMBERS. SEE INCLUSIVE CONSTRUCTION LEGEND ON SHEET Ll.17. 31872 Camino Capistrano San Juan Capjstrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 EE!st Green Street PasadQna,CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-200!1 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORK$ DEPARTMENT L 1.14 SHEET 86 Of 133 . i z C ~ :IJ ) - t:.: 0 JJ ~ z G) ~ 0 oc 0 oc 0 LL I \ I I NORTH Q I 0 ;}/;ff~\; 'rf~_;~i&~~ ':1~·:t:1~ ',::f,;/,•~ .•,..-;,,,.:.,,.,. 6'-0" 4 11•-0" T1'P~ / /#. (o) I SCALE: 1" = io• 0 \ --1 CT: e,•-0" -{ I 1j ~ ' ~'5tm KEY MAP EF' APPROVED ... @ DATE •Wr• NORTH DATE BY DESCRIPTION APP'D. DESIGNED DRAW REVISIONS CHECKED DATE 0 <( 0 er: z 0 >-z <( t) <( ..... -z 0 co CONSTRUCTION LEGEND tU1BER DESCRIPTION DETAIL 0 GONGRETE WALK. DETAIL A SHEET 1-1.17 0 GONGRETE PAVER$ DETAIL B SHEET 1-1.17 0 GONGRETE HEADER W/ FENGE DETAIL G SHEET 1-1.17 ® $GORE JOINT, TYP. DETAIL D SHEET 1-1.17 © EXPANSION JOINT, TYP. • DETAIL E SHEET 1-1.17 0) GONGRETE MOWSTRIP DETAIL F SHEET 1-1.17 © REDUGED GURB AGGESS SEE GIVIL PLANS @) HANDIGAP RAMP SEE GIVIL PLANS @ 4' GHAINLINK FENGE, TYP. DETAIL A SHEET Ll.21 @ BRIGK DUST DETAIL B SHEET Ll.22 @ 40 SAL TRASH REGEPTAGLE DETAIL E SHEET Ll.20 @ LIGHTING FIXTURE SEE ELEG. PLAN @ TREE GRATE DETAIL A SHEET Ll.20 @ GONSTRUGTION FENGE FOR MAN.f'AC ANDMODEL!01BERS. SB: INCLU51VE CONSTRUCTION LE6END ON 51 IEE I Ll.17. 31872 Camino Capistrano San Juan Ceiplstrano, CA 92675 949 661-7127 FAX 949 248-25$9 1214 Eeist Green Street Pasad~na CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-200$ FAX 626 795-2~7 CITY OF NE\/VPORT BEACH PUBLIC WORf(S DEPARTMENT L 1.15 SHEET 87 OF 133 • ~ ~ ~ " • z ~ C ~ z CD "' " m )> JJ C ~ D " z ;;; i !.__ ___ .... 0 JJ ~ z G) . O" 6'- 51'-5" ~IJJ , r1, i \\ \\ '~~ \ \J / \.)) Q I q \.)) Q I q ijj I Q "'-'ORTH 50'-0" 50'-0" 15'·-0" TYP. 7'-6" 6'-0" / --.,.. --------- PRAIRIE ROAD KEY MAP EF: @ NORTH SCALE: 1" = 20' DATE --· --- -·-··------- APPROVED -,.. " DATE BY DESCRIPTION APP'D. DESIGNED DRAW REVISIONS CHECKED DATE El) El) • OJ 0 z ---1 )> () )> z -< 0 z ;o 0 )> o CONSTRUCTION LE6alD tU1aER DESCRIPTION DETAIL 0 CONCRETE HALK DETAIL A SHEET Ll.17 0 CONCRETE PAYERS DETAIL B SHEET Ll.!7 0 CONCRETE HEADER H/ FENCE DETAIL C SHEET Ll.!7 © SCORE JOINT, rrP. DETAIL D SHEET L 1.17 0 EXPANSION JOINT, TYP. DETAIL E SHEET L l.17 0 CONCRETE MOHSTRIP DETAIL F SHEET Ll.17 0 HANDICAP RAMP SEE CIVIL PLANS @ 4' CHAINLINK FENCE, T,P. DETAIL A SHEET Ll.21 @ BRICK DUST DETAIL B SHEET Ll.22 @ BIKE RACK DETAIL A SHEET Ll.23 @) 40 GAL TRASH RECEPTACLE DETAIL E SHEET Ll.20 @) DRINKING FOUNTAIN DETAIL D SHEET Ll.23 @ LIGHTING FIXTURE SEE ELEC. PLANS @) TREE GRATE DETAIL A SHEET Ll.20 @ CONSTRUCTION FENCE FOR MAN.FAG~ /IND MODEL t,f...t18ERS, SEE INCLIJSIVE cot,ISTRUGTION l..E6eND ON SI IEEI Ll,I7, 31872 C11mlno Capistrano San Juan C111ptstrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E111st Green Street Pas~~~n• CA 91106 BONITA CANYON SPORTS PARK LAYOUT PLAN 626 795-2Qmi! FAX 626 795-2547 CITY OF NE\NPORT BEACH PUBLIC WORJ<$ DEPARTMENT L 1.16 SHEET 88 OF 13~ " i:; z :c 0 5 1 ~ " 0 ~ J> ~ 0 j ~ ! m ., < 2 0 ; C z I, ., m . ,, " j 0 ' I " " '~ " _m " J> C 21 ~ z ~ " i:; z I 0 5 l ~ " 0 " ~ 'll ., m D "ij " ~ m ' < ~ 0 z \ I ~ -~ ~ 'v p :s 0 :IJ ~ z Gl z C 3:::: OJ m :IJ 00 r:JJ --I,),: VJ ) 0 :IJ l-2: ~ z G) z 2 I: • D I> . /> • b 3 I. CONCRETE PAVIN6. 2. SCORE JOI-IT w•a•" RADIUS. 3. SUBBASE NOTES, A SEE PLANS FOR LOCATION OF ALL SCORE JOINTS @ Score Joint D -------Scale: 311 = 1'-0" 2 o· " I> . /> . b I> . I> • " 4 I CONCRETE PAVING 2. APPROVED MASTIC SEALANT TO MATCH CONCRETE COLOR 3. %" FELT EXPANSION JOINT MATERIAL W/ JOINT CAP 4. SUBBASE NOTES A. SEE PLANS FOR LOCATION OF ALL EXPANSION JOINTS ® Expansion Joint E 1-------- Scale: 3":::: 1'~" 4 6" I. CONCRETE MON STRIP. 2. »4 REBAR, CONTINUOUS 3 Y•" RADIUS, TYPICAL 4 i," TO FINISH 6RADE, LAWN OR BRICK DUST NOTES, A. PROVIDE %" DEEP SGORE LINE @ 10" O.C. F i-_ _.;..._ ___ _ ® Concrete Mow Strip Scale: 111 = 1'-0" 4 1- 3 I CONCRETE WALK. NATURAL 6REY,MED. BROOM FINISH 2. FNISH 6RADE. LAWN -½". SHRUB/6ROUNDCOVER -I½" 3. SUBBASE PER 6EOTECHNICAL REPORT. 4. WALK ED6E 1/4" RADIUS. 5. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 6 5 @ Concrete Walk Ai-------scate: N.T.S. Section At Building Or Structure I. RESTROOM BUILDING OR STRUCTURE, SPLITFACE BLOCK. 2 %" EXPANSION JOINT, FILL N/ MASTIG SEALANT TO MATCH PAVER 3 CONCRETE PAVER HEADER COURSE SET ON 6" CONCRETE BASE N/ #4 REBAR CONTINUOUS. 4 CONCRETE PAYERS, SEE SPECIFICATIONS FOR COLOR AND PATTERN 5. I " SAND BASE 6. CLASS II A66REGATE BASE. COMPACT PER 6EOTECHNICAL REPORT AND MANUFACTURER'S RECOMMENDATIONS. 7. COMPACTED SUB6RADE PER GEOTECHNICAL REPORT. 8 FINISHED 6RADE 9. »4 REBAR O.C 10. BULDIN6 CONCRETE FOOTIN6. NOTES A. SET HEADER COURSE MINIMUM DISTANCE FROM EXTERIOR SPLITFACE NALL. REVIEW WITH LANDSCAPE ARCHITECT Outside corner N.T.S. Inside corner N.T.S. , , Concrete Paver Detail .., B . ~ Scale: 112" = 1'-0" 6" ct. I 2 6" I NATURAL CONCRETE HEADER 2 2-#4 REBAR, CONTINUOUS 5 1/4" RADIUS, TIPIGAL 4. I," TO FINISH GRADE, LANN OR ElRICK DUST. 5. CONG PAVER WHERE OCCURS. 6 POST FOOTING SEE' FOOTING SCHEDULE, SHEET L 1.21. 7 FENCE POST. NOTES A. PROVIDE i," THICK FIBER EXPANSION JOINT @ 40" O.C.., AND AT ALL CHAN6ES N DRECTION FILL JOINT FLUSH WITH i," x i," APPROVED SILICONE SEALANT. El PROVIDE % " DEEP SCORE LINE @ 10" O.C.. MG DATE BY CONSTRIJC,TION L.EeEND N..t1BeR DESCRIPTION 0 0 0 0 0 @ @ CONCRETE WALK CONCRETE PAVERS DECOMPOSED GRANITE CONCRETE HEADER W/ FENCE SCORE JOINT, TYP. EXPANSION JOINT, TYP. CONCRETE MOWSTRIP REDUCED CURB ACCESS HANDICAP RAMP STEPS/ HANDRAIL PARK SIGN CITY PLAQUE PILASTER SEATWALL TERRACED SEA TING 4' CHAINLINK FENCE, T'(P. BACKSTOP FENCE BACKSTOP HOOD CHAINLINK GATE, TYP PIPE GATE, TYP. FENCE SCHEDULE BRICK DUST, TYP. PITCHING RUBBER BASE AND HOMEPLATE DUGOUT BENCH, TYP. BAT RACK AT DUGOUT BLEACHER PAD LAYOUT TREX BACKSTOP WOOD DUGOUT ENLARGEMENT PLAY SURFACING PLAY AREA ENLARGEMENT Ml'IN.FAC:n~ SUPF'UER ORCO BLOCK CO. (909) 685-1521 KRC ROCK (619) 744 1036 CUSTOM MANUFACTURED CUSTOM MANUFACTURED ORCO BLOCK CO. (909) 685-1521 OR.CO BLOCK CO. (909) 685-1521 SEC.URE TECHNOLOGIES (949) 707-4270 SECURE TECHNOLOGIES (949) 707-4270 SECURE TECHNOLOGIES (949) 707-4270 SECURE TECHNOLOGIES (949) 707-4270 URBAN ACCESSORIES (714) 552-1130 GAIL MATERIALS (909) 279-1095 TOMARK SPORTS (800) 959-1844 TOMARK SPORTS (800) 959-1844 TOMARK SPORTS (800) 959-1844 TOMARK SPORTS (800) 959-1844 TOMARK SPORTS (800) 959-1844 TREX CO. LLC (800) 289-8739 VITRITURF (800) 777-6596 LANDSCAPE STRUCTURES (949) 553-8065 MODEL. "APPIAN" "I" PATTERN ASHLAR ASHLAR TC-100 STABLIZER RED #10390 #f\BPC-I03I0 #10345 #10700 MATERIAL CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE/ ANOD. ALUM. MASONER'( 4 CONCRETE SPLIT FACE BLOCK SPLIT FACE BLOCK CONCRETE FABRIC SUPPORTS FABRIC SUPPORTS FABRIC SUPPORTS FABRIC SUPPORTS ALUMINUM GALVANIZED STEEL/ ALtJM. GALVANIZED STEEL M•'>C¼ nA'I,, GALVANIZED "-'J'2!'1f'.\'l,V"' lsTEEL/ALUM I r.,.,_ /RECYCLED /I\ 0 PLASTIC VARIES PLASTIC/ STEEL COL.OR NATURAL GREY STAR.BURST #7 TAN NATURAL GREY NATURAL GREY NATURAL GREY NATURAL GREY NATURAL GREY/ BRONZE VALLEY RED VALLEY RED NATURAL GREY FLAT BLACK / FLAT BLACK FLAT BLACK FLAT BLACK WHITE BLACK SEE DETAIL GREEN/ TAN FINISH MEDIUM BROOM LIGHT BROOM LIGHT BROOM MEDIUM BROOM/ SMOOTH -- NOTES SUBMIT SAMPLE FOR APPROVAL POURED IN PLACE CAP W/ CITY PLAQUE GALV. VINYL COATED • Pi~dfnff PER GPEGG. GALV. VINYL COATED P,\INT PER GPEGS. GALV. VINYL COATED fl,lttltff PER SPEC£. GALV. VINYL COATED P."tll:ff PER GPE65. - r / INSTALL PE,, M~FACT1'1RER'S SPECS. L,,, INSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS. NSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS INSTALL PER MANUFACTURER'S SPECS INSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS. (§) RESTROOM ADD OPTION _, Clil..lJMl!llA CASCUJ; Tl"1.!!J;! ~f?,1'11 .fF 2,/' 0-9~0 GA~V ST"Ei.L-7'.3" I.C pep 12,A,.CI< @ BIKE RACK , \.__ I, U~ F~WE~ER B¥,;J4 A~l¥:'f B~K YESTER INSTALL PER B~D IN P~R H tfANUFACTURER'S SPECS. 1§5' 40 GAL. TRASH RECEPTACLE QUICKCRETE PRODUCTS, INC.'-CLASSIC". PRECAST C3 LATTE , LIGHT SANDB~AST-10 (909) 737-6240 QR CLS303IW CONCRETE T3 LT SANDBLAST INCLUDE GREEN LID MODEL"P" CUSTOM SIZE @ PICNIC TABLE PADS DRH\IKING FOUNTAIN BENCH WITH BACK BACKLESS BENCH BARBE.QUE GRILL BENCH PICNIC TABLE ROUND PICNIC TABLE LIGHTING FIXTURE TREE GRATES TELEPHONE WOOD RAIL FENCE WEST PARK PLAZA PLAY AREA SAND GRASSPAVE II PAYERS BACKSTOP AND SCORE KEEPERS PAD TURF MARKER HANDICAP RAMP 4 HANDRAILS SAFETY FENCE C-TRM EROSION CONTROL MAT CABLE FENCE REMOVABLE CONG. BOLLARD HAWS, INC. (510) 525-580 I QUICKCRETE PRODUCTS, (909) 737-6240 QUICKCRETE PRODUCTS, (909) 737-6240 PW ATHLETIC CO. (BOO) 669-2585 #3150 INC QI-VIC-84B INC. Q2-VIC-84B #1140-00 PRECAST CONCRETE PRE.CAST CONCRETE PRE.CAST CONCRETE STEEL NATURAL AGGREGATE C3 LATTE/GREEN T3 LT SANDBLAST C3 LATTE T3 LT SANDBLAST BLACK QUICKCRETE PRODUCTS, NC. Q-LBT-96 PT PRECAST (909) 737-6240 CON:RETE C3 LATTE T3 LT. SANDBLAST QUICKCRETE PRODUCTS, INC. QR-42FC (909) 737-6240 QR-42FC3 URBAN ACCESSORIES (206) 487-0488 OLGEBY NORTON (949) 728-0171 MAN-ARC. RELATIONS (714) 537-3772 CUSTOM MANUF AC TUREcD NORTH AMERICAN GREEN KIVA-SQ 4',6' KIVA-RD 4' QUICKCRETE PRODUCTS. INC. QR-9BR50 (909) 737-6240 PRECAST CONCRETE CAST-IRON PRESS. TREAT DOUGLAS FIR PLAY SAND CONCRETE CONCRETE C3 LATTE T3 LT. SANDBLAST STANDARD GREY CALIFORNIA BLEND 50W NATURAL GREY NATURAL GREY CONCRETE/ NATURAL GREY/ ANOD. ALUM BRONZE C.HAINLINK 6ALV. STEEL PRECAST CONCRETE C3 LATTE T3 LT. SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST MED. BROOM MED BROOM MEDIUM BROOM/ SMOOTH LIGHT SANDBLAST INSTALL PER MANUFACTURER'S SPECS. CUSTOM SIZE 6'-0" INSTALL PER MANUFACTURER'S SPECS. NSTALL PER MANUFACTURER'S SPECS INSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS. NSTALL PER MANUFACTURER'S SPECS. INSTALL PER MANUFACTURER'S SPECS. DETAIL DETAIL A SHEET Lll7 DETAL B SHEET Ll.I7 DETAIL C SHEET Ll.23 DETAIL C SHEET Lll7 DETAIL D SHEET Ll.17 DETAIL E SHEET Li.17 DETAIL F SHEET Ll.17 SEE CIVIL PLANS SEE CIVIL PLANS DETAIL C SHEET LI20 DETAIL E,F,I SHEET Ll23 DE;fAIL F SHEET Ll.20 DETAIL B SHEET Ll.20 DETAIL D SHEET Ll.20 DETAIL A SHEET Ll.2I DETAIL C, D SHEET Ll.2I DETAIL E SHEET Ll2I DETAIL A SHEET Ll.22 REFER TO MFR. DETAIL SHEET Ll.2I DETAIL B SHEET Ll.22 DETAIL F SHEET Ll.22 DETAIL E SHEET Ll22 DETAU. D SHEET Ll.22 DETAIL C SHEET Ll22 DETAIL H SHEET Li.22 DETAIL F SHEET Ll.2I DETAIL D SHEET Ll.22 SECTION B SHEET Li.19 DETAIL A SHEET Ul9 DETAIL C SHEET Ul9 SEE ARCH PLANS DETAIL A SHEET Ll.2' DETAIL E SHEET Ll.20 DETAIL E SHEET L l.;20 DETAIL C SHEET L123 DETAIL D SHEET Ll.23 REFER TO MFR DETAIi REFER TO MFR DETAIi DETAIL B SHEET Ll.23 DETAIL C SHEET Ll.23 DETAIL C. SHEET L123 SEE ELEC. PLANS DETAIL A SHEET Ll.20 SEE ELEC. PLANS DETAIL G SHEET Ll.23 PLAN SHEET Ll.I8 DETAIL B SHEET Ll.I9 DETAIL H SHEET Ll.2C DETAU. G SHEET Ll.22 SHEET Ll.I2 DETAIL G SHEET Ll.2◄ DETAIL G SHEET Ll.21 O.C. STD. PLAN #1413 PER MFR A5 l?>UIL-T 5/1,0/04 APPROVED DATE 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E'!SI Green Street Pasad~na, CA 91106 BONITA CANYON SPORTS PARK CONSTRUCTION DETAILS DESCR[PT!ON APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE 626 795-2001:1 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORl(S DEPARTMENT L 1.17 SHEET 89 OF 133 I • z C s: ~ JJ I vi ) 0 JJ ~ z G) 24'-IO" ' 6 PA 14 □ ~ C 3 1-0 11 () 1 .. I r ~~ ·1 rn rx ( • /. • w r, () I °"" I -· .... . . . -- ;:g / rx .... RESTROOM V --·~----•-0- 1 5 :IL ONE_/ ' 0 w ~~ ,_ ~ ' I ~ HI .. ,-+-.~ - SIDE ONL 'I' □ t:.+•'""" '\ ,,, .. \,, LQJ ' \ PA • () PA -----f=l=:l:::¥==1=A-_ ---'Is Hr--t--t--t±:::i;::::k::±fl/+-f''tb=::i=::i=::i=::i~cA:;::i,=::i,=::i,d l::Ft--1/----t""l:"llbb l=±:1-t-'H---H I • . llf----V () I () PA L la 6'-0II I• . , PA □ ,~6'-0'' 8'-5½" I. .. PA . . 12' O" • . / 0 I West Park Plaza Area Enlargement Scale: 1/8"= 1'-0" REF• § NORTH DATE BY DESCRIPTION REVISIONS lfl I 'st . "'" "- I, 12'-3" ,. ' • I .,...__ -----. -----.., -7 I"-< ...J ' ' ;>-' "--< ' / ',. -1 \-\ \ .. ·---------~ (5', ' PA 'o I '<>- ,, i" ' Q c9 )' ,.,. -r - I I ~ L--....... ~ e @-, ,, - ~ ~ -c r- -C "1 ' 2 8 11'-0" 6'-3" .. 4'-0" Jr---'--'-.:;_---,~•Jr-.::.....::....,.,,.'---,I'-"-.::::... . . APPROVED DATE APP'D, DESIGNED DRAWN CHECKED DATE 7 . I. CONCRETE WAL K, DETAIL A, SHEE T Ll.17. 2. CONCRETE PAV ERS, DETAIL El, $HEE T Lll7. 3. SCORE JOINT. T '!'P, DETAIL D SHEE T Ll.17. 4. EXPANSION JOIN T, T'!'P, DETAIL E, SHEE T Ll.17. 5. TELEPHONE, SE E ELECTRICAL PLANS 6. 40 GALLON TR ASH RECEPTACLE. 7. ROUND PICNIC T ABLE. TYP. REFER TO CONSTRUCTION LEGEND. e,_ ROUND PICNIC T ABLE, HANDICAP ACCESSIBLE REFER TO CON STRUCTION LESEND 'l. TOT LOT ADD OPTION, DETAIL C, SHEET LI.I"!. 10. PIPESATE, i,,J/ C ONCRETE MOWSTRIP 6" THICK AND 2-#4 REBAR C ONTINOUS II. 6RASSPAVERS, SEE DETAIL H, SHEET 120 12. TERRACED SEA TINS, SEE DETAIL D, SHEET L 1.20. 13. 6" CONCRETE M OWSTRIP, SEE DETAIL F, SHEE T Ll.17 14. STEPS AND HA NDRAIL, SEE DETAL C, SHEET Ll.20 15. BENCH. NOTES, A TRASH RECEPTACLES, BENCHES, AND PICNIC TABLES TO BE EPOXIED TO PAVER SURFACE USING QUICKRETE' ADHESIVE. B. TOT LOT EQUIPMENT MANUFACTURER LANDSCAPE STRUCTURES CONTACT, TIM HODGES ')'-~ COAST RECREATION, "!4"!-553-8065 '"j-0" 6'-5£--,,_;,- () \ I in • 0 a, \() /Y) ';/" -· /Y) 13 II 0 I /Y) [!:] lJJ 12 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 _626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK LAYOUT PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 1.18 SHEET 90 OF 133 < - ~ " 0 ' li w > " 2 _m " ,, C ~ z ;; ~ \; z ,: a r a " " ~ a D ~ m 0 " ~ w < i" 5 z e w m " 0 ' ~ w " " z I" \; C ~ 0 i ~ ~ J: 0 5 ~ B ~ ~ ~ 0 ~ ~ z 0 C z i " 0 ' ~ " ~ z .m " ,. C 2l D z " ~ \; z a 5 ii ~ n ~ 0 a ~ (~ m i H " w ,, < i" 5 ~ z z C s: ID m II \ ~fl'o jJi :'1iZ ~ -G) """~Z 7-C .5 s: i t -0 ! CD m :n 0 II ~ z G) z C s: ID 93 ) 0 II ~ z G) ,§ ·-·- "" ~ I. PLATSHAPER PLATSTRUCTURE MFR# 124863, 111407, 111399, 111291, 123284, (3) 111399, 115409, 111250, 123331, 123293, 111407,111322, 111364, 111409. 2. #1208718 AIRPLANE 3 CUSTOM CLUBHOUSE, MFR# 111407, 111292. 117147, (2) 111299, (2) 115208, 116120, 123484 COLOR POV<Dl=RCOAT GREEN/ TAN POL '(ETHYLENE t PERMALENE 4. #1204I4A GALAXY PLAT 5. 6' TREE GRATE BT URBAN ACCESSORIES MODEL KIVA-SQ SEE DETAIL/SECTION A/Ll.20 6. 12" CONCRETE HEADER W/ DEEP SCORE @ +/-8' O.C 7 VITRITURF, COLOR # I COLOR BEIGE (70%), BLACK (30%) 8 VITRITURF, COLOR #2 COLOR DARK GREEN (70%), BLACK (20%), RED ( 10%) 9. VlTRATURF, COLOR lt3 COLOR DARK GREEN (60%), BLACK (20%), BEIGE (20%) O' I [;1 7 '-6" 10'-4" NOTE A. VITRITURF TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL. B. TOT LOT EQUIPMENT MANUFACTURER, LANDSCAPE STRUCTURES CONTACT TIM HODGES COAST RECREATION, 949-553-8065 26'-I" 22'-6" 43'-0" 13'-11" PA TTP, • , 0 PA PA PA "c" West Tot Lot Enlargement (Add Option) 1; 1----------..;;;..----=----=---'--------------'----------- \.. ~ Scale: 1/8" = 1'-0" 12" I. VITRITURF WEAR 5URFACE PER MANUFACTURER'S RECOMMENDATIONS. 2. BASE COURSE. BA5E THICKNESS PER MANUFACTURER'S RECOMMENDATION5. BASED ON FALL ZONE REQUIREMENTS FOR EACH PLAY SYSTEM. IN5TALLER TO PROVIDE DIAGRAM OF BASE THICKNESS TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 3. CONCRETE BASE 5LAB. THICKNESS PER PLAY 5URFACE SPEC'5. 4. CONCRETE HEADER AROUND TREE WELL W/TREE GRATE RACK SEE DETAIL A THIS SHEET. MATCH ADJACENT WALK COLOR I FINISH. 5. #2 REBAR CONT. 6. #4 REBAR AT 18" O.C. 7. TYPICAL CONCRETE PAVING 8. 6' TREE GRATE BY URBAN ACCES50RIES, MODEL, KIVA-SO. 'l. TREE GRATE FRAME AND BRACKET SEE DETAIL A THIS 5HEET. 10. IRRIGATION LINE. SEE IRRIGATION PLANS. 11. ROOT BARRIER BY DEEP ROOT MIN 18" DEEP ALL SIDES 12. PIT DEPTH, BACKFILL AND PLANT TABS PER PLANTING DETAILS. 13. CONCRETE HEADER W/ TWO #4 REBARS CONT. LT. BROOM FINISH AND DEEP SCORE JOINT AT 7'-8" O.C. 6° 6° I. 5-12 AGE STRUCTURE, MFR# 126273; (3) 120818; 122033; (7) 111406; 123284; (2) 111275; 124863; 121948; 112471; 119840; 116249; 111353, 120901; 119805; (2)111357; 115375; 111406; 123393; (2)120902 GREEN POWDERCOA T / TAN POL TETHTLENE 4 PERMALENE 2. 2-5 AGE STRUCTURE, MFR#, 111284; (2) 115208; 123484; 123845; 111387; 124333; 128953; 117147; 111407; 115409; 111282; 119515. COLOR GREEN POWDERCOAT/ TAN POLYETHYLENE 4 PERMALENE 3. SWINGSET, MFR.:11': (2) 100055; 122837. COLOR GREEN POWDERCOAT / TAN POLTETHTLENE 4 PERMALENE 4 4' TREE GRATE BY URBAN ACCESSORIES MODEL KIVA-SQ. SEE DETAIL A Ll.20 5 PLAY. SAND SEE DETAIL/SECTION B BELOW 6 PLAY SURFACING, COLOR #1, DARK GREEN (60%), BEIGE (20%), BLACK (20%) 7 PLAY SURFACING, COLOR #2, BEIGE (80%), BLACK {15%), RED (5%) 8 PLAY SURFACING, COLOR #3 DARK GREEN (70%); BLACK (30%) g PLAY SURFACING, COLOR #4, RED (80%), BLACK (10%), BEIGE (10%) 10. 4' WIDE CONCRETE HEADER 11. CONCRETE PAYERS, SEE SPECIFICATIONS FOR COLOR AND PATTERN. 12. CONCRETE PAVER HEADER 13 CONCRETE WALK. 14 4" PIPE SUBDRAIN, SEE DETAIL B, THIS SHEET 15 SAWCUT JOINT NCLUDING FACE OF HEADER 16 EXPANSION JOINT INCLUDNG FACE OF HEADER 17 BENCH. 18. TRASH RECEPTACLE. A East Tot Lot Enlargement Scale: 1/8" = 1'-0" NOTE· A. VITRITURF TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL. B TOT LOT EQUIPMENT, MANUFACTURER: LANDSCAPE STRUCTURES CONTACT TIM HODGES COAST RECREATION, 949-553-8065 10 15 PA 13 I II .. 20'-6" PA • ' -T'P • I . • • (y'. r \.) () co I X C) -X . • C) I ;o • PA • 8 4 c:,,i;:, i / .•·.··•·· 2¾MiN, . TO DRAIN. 8" 12 ,. 66'-B" • 12'-I" 23'-3" 43'-6" • • , ' ' J y . .• . ... : ........ ' :, : j -• ' ' " X I Ir_ I IX ' 11 I - () -z1 ~, ~ I t -f---- PA i:1:1 <(I ,. ~ ~ (J' • \ X ) - ~ f-- I \ ;'F;1 I /~ ---J! 'VJ/' I 1V L~ I I ~ IF X X 1 18) I -"~ I / ·-fr~ g ~ z, '-::::'.-' -• r;-~!1 ~ f--<(I 1+-+1--lx X H---±4+--+-+-+--+--+---+r -? ct: - • I !1 ' tl :) • " - X C ,,-17 - I f--. rx I 11 X A ,, ·" __ , X X A ,~ " "I r --I '"' -(J' I ·---" I ' "1 ---' , ' " " -, -, r, ' A ' " -, -. T ,, ' PA PA I I I. PLAY 5URFACE BT VITRITURF, SEE 5PECIFICATION5. THICKNE55 OF SURFACE PER MANUFACTURER'S SPECIFICATIONS. 2. BASE COAR5E, THICKNESS PER MANUFACTURER'S RECOMMENDATIONS. BASED ON FALL ZONE REQUIREMENTS FOR EACH PLAY SYSTEM. INSTALLER TO PROVIDE DIAGRAM OF BASE THICKNESS TO LA. PRIOR TO INSTALLATION. 3. CONCRETE BA5E BENEATH PLAY SURFACE, THICKNESS PER MAUNFACTURER'S SPECIFICATIONS. 4. PLAY SAND; CALIFORNIA BLEND, 50 W. OGLEBY NORTON (949) 728-0171. 5. 140 N MIRAFI FILTER FABRIC UNDERLAYMENT. OVERLAP MINIMUM 12" AT ALL SPLICES AND 6" UP HEADWALLS. 6. CONCRETE HEADER. NATURAL GREY WITH MEDIUM BROOM FINISH ACROSS WIDTH. 7. 1/2" RADIUS, TYP. WHEN SAND. NO RADIUS WHEN MEET5 PLAY 5URFACE FLUSH. 8. FACE OF HEADER/NALL, FINISH SAME A5 WALK TO SUBGRADE. 'l. #3 REBAR AT 24'1 O.C. 10. 4 -#3 REBAR CONTUOUS. 11. CONCRETE FOOTING. 12. 4" DIAMETER SCH. 40 PERFORATED DRAINLINE PIPE WITH I" GRAVEL WRAPPED IN MIRAFI FABRIC, SEE CIVIL ENGINEERING PLAN FOR CONNECTION TO DRAINLINE. 13. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 14. # 4 -12" REBAR DOWEL @ 24" O.C. •. \ 2% MIN:.•"'.··· .. ., .. • ,,..TO DRAIN ·. •, ... -J[llc- _=11 9 T= ~ 5 11 eJ-i¥-~rnTI=ibn~::rr&"· lrn~~LL!C:::I I I-ITT01l I mill • l'-5" 4" 0 ' . - I, - - I ....:r , ~ I ill -, I 4 1li!in ::m I I m~n 11=111 • o I ill rn 1 --'m Ill -' I fT m_ B" PA PA . -~ () I LI"\ ,. io I ~ • • Im ( _) ® East Tot Lot Section B ~-------------------SCille: 1" = 1 '-0" EF• APPROVED DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAW REVISIONS CHECKED DATE 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E'!S~ Green Street Pasad11n1'1, CA 91106 626 795-2001!1 FAX 626 795-2547 P-15l~-s BONITA CANYON SPORTS PARK CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 1.1P SHEET 91 OF 133 m z m ~ C ' 'jj " s:: p < • z "" [lJ ~ m JJ 1l '" z " \ I "a ,: (/) 'CJ.) z I ye,□ D ~ "' FtJJ D ~ n a-~ D D • ,l D m D • ! ~£'i5 rn < z 0 C z Ii • ... .J:~ z • ~ C D ' ~ ts:: " t 2 [lJ .m ~ m JJ 1l '" ~ t' 0) -) ~i d, "a ,: z I 0 5 ~ 0 ~ 0 " m 0 • ~ m < g E < z ~ • • D ' 'jj " p <; • ~ ~ f □ JJ ~i Q ::E z tr GJ z C s:: ~ JJ ~ 0 '" ~ - "a ,: z I 0 □ r 0 I ~ n 0 0 " 'fl 0 ~ 0 ~ ~ z " Q GJ 'b '°o I N .,, ·e ~ -1- -' 'b '111 I I 111 -,-'i 8 L 2'-0" L " $, I. 22" X 28" X 4" PRECAST CONCRETE CAP BY QUICKCRETE. COLOR LATTE SUBMIT SAMPLE TO LANDSCAPE ARCH FOR APPROVAL 2. RANDOM ASHLAR SPLIT FACE BLOCK TO MATCH BLDG. ARCH GROUT FILL SOLID. (4) #4 REBAR CONCRETE FOOTING. COMPACTED SUBGRADE PER GE0TECHNICAL REPORT 7. FINISH GRADE 8. DEDICATION PLAQUE TO BE PROVIDED BY CITY. TO BE EPOXIED HI QUICKCRETE ADHESIVE 9. I," CHAMFER 10 (2) #3 REBAR ANCHORS GAST IN CAP. I" 2'-4" ~1 2'-0" Plaque ~ i;l _I _, , 'I City Plaque Pilaster '"F ,11-_S_c_a_le_:_1/_2_"_=_1_'_0-.. ------------------- 12" l'-8" 10'-0" MIN. □ 5 N I 3 "' 7 4 G Handicap Ramp Railing Scale: 1 /2" -1'-0" VARIES SEE PLAN 4 111 4 3 0 6" 6" 6" 3'-6" I0'-0" I. CONCRETE PAD; SEE DETAIL A, SHEET Li.17. 2. TRASH RECEPT AGLE; SEE CONST. LEGEND FOR MODEL 3 BENCH W/ BACK, SEE CDNST. LEGEND FOR MODEL. 4. ALIGN EDGES OF CONG PAD W/ SCORE JOINT NOTES, A. BENCH AND TRASH RECEPTACLES TO BE EPOXIED TO CONCRETE PAD,PER MANUFACTURER'S INSTRUCTIONS. B. SLOPE PAD TO DRAIN AS ON GRADING PLAN 4 1,..----\2 n1 3" 3" EQUAL Single Trash Pad , " Bench & Trash Receptacle Layout IE,~--------'"---------... ,, Scale: 1/2" = 1'-0" 2 2 I. #45-4-XL2I4 MOLDED VOLUTE END, TOP AND BOTTOM OF RAMP 2. RAIL -I 1/2" WIDE. 3. I 1/2" HEAVY GAUGE ANODIZED AWMINUM POST. CENTER 4 1/2" IN FROM EDGE OF PAVING. 4_ I 1/2" I .D. ESCUTCHEON PLATE, TYP. 5. INTERMEDIATE SUPPORT POST_ SPACE MIN. 10' APART. 6. CONCRETE PAVER INTERMEDIATE LEVEL PLATFORM, 60" LONG MINIMUM PER PRECISE GRADING PLANS. 7. 6" THICK CONCRETE !30TT0M LEVEL PLATFORM, 72" LONG MINIMUM, PER PRECISE GRADIN6 PLANS. 8. 6" THICK CONCRETE RAMP, PER PRECISE 6RADING PLANS. 9. COMPACTED SUBGRADE, PER 6EOTECHNICAL REPORT. 10. THICKEN CONCRETE AT LOCATION OF POLE BASE, TYP. II, LANDING SUPPORT POST. SPACE 1'8" FROM UPHILL/ D0HNHILL EDGE OF LANDING. I . CQN5IRj':Tj': f>/'f,JD 1-1 y DR.O G ~ow 2. H'-rr/Rc/x:,'/,.CM /,11x 11'\I)( .SAIJI> 3. GRASSPAVE 2 4_ FINISH GRADE ill 5. PER GE0TECHNICAL REPORT 6. 6RAVEL BASE l!S" 3/4" AB GRAVEL BASE, 6RAVEL SHALL BE AN "OPEN" GRADED TYPE., AS POSED TO A "DENSE" TYPE COMPACT D TO 95<A'"-"IJ>1 M. SIEVE ANAL YS BEL0H, SIEVE SIZE ,;,,· 3,e' #4 #40 11200 % PASSIN6 BY WEIISHT 100 85 60 30 8 HYDRO-GROH MIX, HYDR0-6R0W 15 SPREAD AT A RATE OF 5LBS. PER I000S.F. (MIXED IN I" OF SAND ABOVE 6RAVEL.) GRASSPAVE 2, THE "GRASSPAVE 2" ARE PLACED ON THE GRAVEL BASE HITH THE GRID SIDE DOHN. THE UNITS ARE INTERL0CKIN6. 6RA5SPAVE 2 FILL, RINGS TO A DEPTH OF 1.25 INCHES FOR SEEDING (NHICH ALL0HS FOR•" OF SETTLEMENT AND COMPACTION), NO LESS THAN1/," OF SAND SHOULD BE ALLOWED TO COVER THE RIN6S AFTER COMPACTION HAS BEEN COMPLETED. SUPPLIER, MAN-ARC RELATIONS (714) 537-3772 Hi-----------------® Grass Pave 2 sca,., N.T.S. DATE I 1 clJJm~m~m~m~mWm1 1millm~ '"1 11 Elevation 9 °' 10 I N - rn b I --_J I. 2 3. 4. 5 6 7 8. 9. 10 II 12 13 14. 15 PRE.CAST CONCRETE CAP BY QUICKCRETE. COLOR LATTE FINISH LT SANDBLAST SUBMIT SAMPLE TO LANDSCAPE ARCH. FOR APPROVAL I" CHAMFER, TYP. RANDOM ASHLAR SPLIT-FACE BLOCK TO MATCH BLDG. ARCHITECTURE. 6" x 8" x 6 11 PRECIS!ON CMU BLOCK. GROUT Fll-L SOLID. 114 REBAR AT 16" 0.C. (4)114 REBAR C0NTN0US. (3) 115 CONTINUOUS EXPANSION JOINT, FILL H/ PLASTIC SEALANT TO MATCH PAVER CONCRETE PAVERS. CONCRETE FOOTING. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT I " SAND BASE. FINISH GRADE. 8" CONCRETE M0WSTRIP. ® Seatwall 8 -------Scale: 1/2" = 1 '-0" C - -- - 8" PER PLAN Plan View Typical / / -/ / / 4 -- - 8" Steps and Handrails Scale: 1 /2" -1'-0" 4 8 2'-0" 2 l'-0" l'-8" g ,,--@ 13 PER PLAN I. TREE GRATE 2. PAVER HEADER COURSE. 3. THINSET. 4. 2" X 2" X¼" STEEL L WELDED TO L FRAME @ +/-8" 0.C 5. I" X 1" X¼" STEEL L FRAME C.ONT. 6. CONCRETE BASE 7. 113 REBAR WELDED TO L 8. 113 RE.BARS WELDED TO I". L FRAME @ +/-8" 0.C 9. CONCRETE HEADER. 10. I" SAND BASE II. FINISH GRADE W/ Concrete Header 12. 113 REBAR CONT 13. I" X I" X¼," STEEL L FRAME 2 CONTINOUS. NOTE ·GRATE AND PAVER HEADER COURSfc MUST MEET FLUSH. " ------® , . " I !:, I , ,, I~ "' -@ Tree Grate Frame and Bracket Scale: 3" = 1'-0" I. CONSTRUCT HANDRAILS ON EACH SIDE OF STEPS WHEN MORE THAN THO RI SERS OCCUR EXCEPT HHERE NOTED. 2. RAIL -I 1/2" DIAMETER .. 3. I 1/2" HEAVY 6AUGE ANODIZED ALUMINUM POST, CENTERED IN CHEEK HALL. 4. I 1/2" 1.D. ESCUTCHEON PLATE, TYP. DIA. NOT TO EXCEED WIDTH OF CHEEK HALL. 5. POURED IN PLACE CONCRETE STAIRS. HEl6HT AND NUMBER OF STAIR TREADS PER. STAIR HEIGHTS TO BE CONSISTENT PER STAIRHAY AND BE 4 1/2" MIN, AND 6 1/2" MAX. 6. 113 NOSE REBAR @ 18" 0.C. EACH HAY, TYP. 7. COMPACTED SUBGRADE, PER 6EOTECHNICAL REPORT. 8. H3 REBAR AT STAIR TREADS, T,P. CLEAR REBAR 3" FROM FACE OF RISER. 9. EXPANSION JOINT, TYP. 10. ADJACENT CONCRETE PAVIN6. .,,.,,.,.----......... / ' / ' / \ / I" 3" \ /1/4" R."{,,-4..J..l--.,..,...-\ I TYP. p; t, l \ p I 3" \ ~= I \ ___, I \ / ', / ....... ____ .,,. 2'-0" 2 9 II. 3" SCORED STRIP AT TOP APPROACH AND ALL TREADS PAINTED HHITE . 12. THICKEN CONCRETE AT LOCATION OF POLE BASE, TYP. 13. NATURAL CONCRETE CHEEK WALL MIN, 4" HEIGHT ABOVE TREADS. I. POURED IN PLACE CONCRETE. WITH LIGHT BROOM FINISH 2. 6" WIDE EXPOSED MOW STRIP, AT BASE AND ENDS. 3. TOOLED!," RADIUS, TYP. 4. TURF. 5. H4 HORIZONTAL REBAR. C0NTINUOU5. 6. COMPACTED 5UB6RADE, PER GE0TECHNICAL REPORT. 7. 114 VERTICAL REBAR AT 24" 0.C. 8. V.," TO FINISH GRADE TURF. 9. #4 REBAR HORIZONTAL NOTES, A CONSTRUCTION STRIP FORMS AND HARD TROWEL FINISH AT TME OF CONSTRUCTION B. SEE SHEET LI. 18 FOR LAYOUT. @ Terrace Seating D i------------------Scale: 3/4" = 1'~0" MG AS soiLT APPROVED DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAW DATE 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E~st Green Street Pasadena, CA 91106 626 795-200$ FAX 626 795-2547 BONITA CANYON SPORTS PARK CONSTRUCTION DETAILS CITY OF NEWPORT BEACH L 1.20 PUBLIC WORl(S DEPARTMENT ... SHEET 92 OF 133 I_ G ~ ~ 0 ' ~ " t $ z _m 0 ., C ~ □ " ~ 'U \; z ~ 0 r □ " 0 m 0 0 ~ 'U 'U m □ " ~ m < ~ 0 z m m • " □ ' ~ , t 2 !TI ll ~ " z ;;; 'U \; z :c 0 5 el 0 0 " 'll 0 m 0 " ~ ~ z 0 C z ~ ~ 0 ' ~ ~ s z _m 0 ~ ~ ;;; 'U \; z a r 0 ~ 0 ~ 0 " 'U m □ " ~ m < z 0 I , z cl) i "" ;,t- z C s:: Ill m JJ \ ' ' m ~o IE' JJ ,~ ::.J~z ~ ~ G1 '<; -7r-f z ~c 3 s:: Ill m JJ }lo '-'"!-1 (\ll -.,rZ i G1 r-." z ,,... C s:: Ill m JJ ) 0 JJ ;>- :':i: z G1 .,$) #t - "" (;J PLAN VIEW-FOOTING NTS I 3" PIPE WELD TO END. 2 31," PIPE BACKSTOP EXSTRNSION. BEND AND WELD TO BACKSTOP POST 3 3•· PIPE WELD IN PLACE 4 3" PIPE TOP RAIL WELD TO POST 5. BACK STOP POST 6" PIPE EXTRA STRONG (SCHEDULE 80) 6 CHAIN LINK FABRIC -VINYL COATED, 6 GAUGE WIRE, 2" MESH WIV." X%" GALV, STRETCHER BARS. KNUCKLED SELVAGE TOP AND BOTTOM 7. 3" PIPE MID AND BOTTOM RAILS AT 10' 0 G. TYPICAL 8, 21," PIPE INTERMEDIATE RAILS 'l, BACKSTOP-REFER TO DETAIL F THIS SHEET 10. B!<IGK DUST AT INFIELD 11 CONG FOOTING PER THIS SHEET. REFER TO SCHEDULE 12 GOMPACTED 5UB6RADE PER GEOTEGHNIGAL REPORT 13 TWO #3 REBAR @ 6" OG. AT TOP AND BOTTOM 14 #4 VERTICAL BAR WITH #3 TIES @ 'l" O.C. NOTES, A PAINT ALL WELDS W/ GALVIGON AFER GLEANING. B GRIND SMOOTH ALL WELD AREAS G ALL GLF TO RECEIVE STEEL TIES. D REFER TO SPECS FOR PIPE AND FABRIC FINISH. 7 @1---~-:-c~-:-.!o_p_H_o_o_d_D_e_t,...a_il __________ _ 11 6" 5" 5" TYP (t_ PLAN VIEW-FOOTIN6 NTS f CD IB IB * EQ *NOTE, I. 4" STD. PIPE x 20' HIGH, PER PLAN 2. 2½," SCH. 40 GALV. STL. PIPE TOP, MIDDLE AND BOTTOM RAlt.. WITH #9 GAUGE TIES @ 2'-0" O.G, MAX 3. %" GALVINIZED STEEL TRUSS ROD AND TIGHTENER AT BEGINNING, END, AND CORNERS (BOTH DIRECTIONS). 4. II," SCH. 40 GALVINIZED STEEL PIPE INTERMEDIATE RAILS @ 2 LOCATIONS. 5 CHAIN LINK FABRIC -VINYL COATED, 6 GAUGE HIRE, 2" MESH. KNUCKLED SELVAGE AT TOP AND BOTTOM 6 %" x !14" STRETCHER .BAR WITH ¾" xJ/4" BANDS @ 12" O.C MAX. TYP. @ END AND CORNER POSTS (BOTH DIRECTIONS) 7 CONCRETE PAVING PER CONSTRUCTION PLAN. HOLD TOP FOOTING DOWN TO RECEIVE CONG. HEADER 8, COMPACTED SUBGRADE PER &EOTECHNICAL REPORT. 9 #4 VERTICAL BAR WITH #3 TIES @ 9" O.C. 10 CONCRETE FOOTIN&. PER SCHEDULE THIS SHEET 11 END POST CAP, TYP. 12 THO #3 REBAR @ 6" O.G. AT TOP AND BOTTOM NOTES A. ALL PIPE SIZES ARE NOMINAL UNLESS OTHERWISE NOTED, B, SUBMIT COMPLETE SHOP DRAWIN&S FOR APPROVAL PRIOR TO FABRICATION. C REFER TO SPECS FOR PIPE AND FABRIC FINISH 10'-0" FIRST RAIL TO MATCH HT. OF TREX LUMBER BACKSTOP. REMAININ& RAILS TO BE EQUALLY SPACED. SEE DETAILS E AND D, THIS SHEET. SEC,TION/ELEVATION I'" D, ~l--:-co_ale_;s_1/4-~-~k-1'~-o~-o--p_C_h_a_in_l_in_k_F.,..e_n_c_e ____ .,.._ ______ _ 4 I. 4"X4" SQ. STEEL CHANNEL SPACER HELD TO POSTS. 2 10" WIDE Xii," THK STEEL &ALV. PLATE (FULL HGT.) HELD TO 4" TUBE SPACER 3 6" FENCE P05 T (TTP) 4. V." PEEN (TYP) 5. SPOT-WELD 5TL STRETCHER BAR STRAP WHERE LEG ANGLES OCCUR 6 STRETCHER BAR 7, CL FABRIC 8. EASE ED&E (TYP.) 9. 3" X%" 4. GARRIA6E BOLT GAL V. 2 PER END (TYP) 10 2" X 10" TREX RECYCLED PLASTIC LUMBER MOUNTED FLUSH ON STEEL PLATE. INTRE&AL COLOR BLACK. 11 6" SUPPORT POST, HEIGHT OF TREX LUMBER BACKSTOP, GENTER BETWEEN FENCE POSTS. FOOTINGS PER 8' LINE POST, FENCE SCHEDULE, THIS SHEET NOTES, A. GRIND SMOOTH ALL WELDED AREAS. B PAINT ALL HELD$ H/ &ALIG.ON AFTER GLEANING G PROVIDE HOLES ON PLATES TO RECEIVE BOLTS. D ALIGN STEEL PLATE CENTERED ON ~" TUBE. E PROVIDE STEEL GOVER PLATES FOR TOPS OF TUBE SPACERS. F ALL PIPE SIZES ARE NOMINAL UNLESS NOTED OTHERWISE G. REFER TO SPECIFICATIONS FOR PIPE AND FABRIC FINISH ®1--~-caA_le~-N.~-.:-. r_o_P_L_U_M_B~E_R_D_E_T_A_I_L ___________________________ _ C PLAN VIEW-FOOTING NTS <t. I ~ J SECTION/ELEVATION 3" CLR I. 31," SCH. 40 &ALVANIZED STEEL PIPE CORNER AND END POST WITH GAP 2 2" SCH. 40 &ALVANIZED STEEL PIPE TOP AND BOTTOM RAILS WITH #9 GAUGE TIES AT 2'-0" OC, MAXIMUM. 3 3 I," SCH. 40 &ALVAN I ZED 5 TEEL PIPE LINE POST AT 10'-0" MAXIMUM O.G. SPACIN&. 4. %" &ALVINIZED STEEL TRUSS ROD AND Tl6HTENER AT BE61NINING, END AND CORNERS (BOTH DIRECTIONS) OF li'-0" FENCE. 5. 2" SCH. 40 GALVANIZED STEEL PIPE MIDDLE RAIL CONTINLOUS. 6 GHAINLINK FABRIC -VINYL COATED, 6 GAUGE WIRE, 2" MESH. KNUCKLED SELVA&E TOP AND BOTTOM. 7. %" x Y,4" STRETCHER BAR WITH %" x )/8" BANDS AT 12'' OC. MAX. AT END AND CORNER POSTS (BOTH DIRECTIONS). 8 COMPACTED SUB&RADE PER &EOTEGHNICAL REPORT 9 CONCRETE FOOTIN&. PER SCHEDULE THIS SHEET 10 (2) #3 REBAR AT 6" O.C. II. #3 REBAR AT 9" O.C 12. #4 REBAR AT 4 LOCATIONS. NOTES, A SEE NOTES PER DETAIL D, THIS SHEET <t. L 2 I0'-011 ., I ' 4 ' EQ EQ 3" CLR PLAN VIEW-FOOTING NTS e1-o" 6" SECTION/ELEVATION I 3" SCH. 40 &ALVANIZED STEEL PIPE CORNER AND END POST WITH GAP 2 2" SCH. 40 &ALVANIZED STEEL PIPE TOP AND BOTTOM RAILS HITH #9 &AU&E TIES AT l'-6" O.G. MAXIMUM. 3. 2Jli" SCH, 40 GALVANIZED STEEL PIPE LINE POST AT 8'-0" MAXMUM OC. SPACIN&. 4, CHAINLINK FABRIC ON PLAYING FIELD SIDE ~ VINYL COATED, 6 GUAGE HIRE, 2" MESH. KNUCKLED TOP AND BOTTOM 5. ~/4" x ½$" STRETGHER BAR WITH ¾" x JI&!' BANDS AT 12" O.C. MAX. AT END AND CORNER POSTS (BOTH DIRECTIONS), ALL FENCE HEIGHTS. 6. COMPACTED SUBGRADE PER GEO.TECHNICAL REPORT 7. CONCRETE FOOTING PER SCHEDULE THIS SHEET 8. (2) #3 REBAR AT 6" OG. 9. #3 REBAR AT 9" O.G. 10 #4 REBAR AT 4 LOG.AT IONS II. 1'2" WIDE NATURAL GONRETE MOW STRIP THAT OCCURS IN TURF AREAS ONLY. THO #4 REBAR CONT H/ DEEP SCORE AT ALL POST LT BROOM FINISH NOTES, A. SEE NOTES PER DETAIL D, THIS SHEET. <t. ! 4 3 7 ~ ... Chainlink Fence At Dugout 1'" B "t,._S_c_a_le_:_31_8'-'=-1'--0-"------------,----------------- @ 4' Chainlink Fence A -------Scale: 3/8" = 1 '-011 a I b a I b N :i . ::, Q_ 0 )- l!J f-- :i . ::, Q_ 0 )- l!J f-- 10'-0" Baseball Backstop Fence Scale: 1/8" = 1'--011 REF, DATE BY 10'-0" 10'-o" 10'-o" APPROVED DATE DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE ctWNUI« FSa POST SIZE I. 2. 3. 4. 5. 6. 7. 8. 3" TOP MIDDLE AND BOTTOM RAILS CONT. 21," INTERMEDIATE RAILS 6" EXTRA $TRON& PIPE HOODED BACKSTOP POST HITH FOOTING PER DETAIL E, THIS SHEET %" STEEL TRUSS ROD AND Tl&HTENER AT BEGINNIN&, END, AND CORNERS (BOTH DIRECTIONS). CHAINLINK FABRIC AND ATT AGHMENT PER DETAIL A -, SHEET L 1.22 CHAIN LINK DU&OUT &ATE PER DETAlt.. A , SHEET Ll.24. '31," STANDARD PIPE x 20'-0" Hl&H POST HITH CONCRETE FOO.TIN&. SEE DETAIL A, THIS SHEET 31," STANDARD PIPE HOODED BACKSTOP POST EXTENSION PER DETAlt.. E, THIS SHEET NOTES A. ALL PIPES TO CONFORM TO ASTM A-53 GRADE 'A.' B. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWIN&S FOR APPROVAL PRIOR TO FABRICATION G. ALL CONCRETE SHALL BE MIN. 3000 PSI CONCRETE WITH CEMENT TYPE II AND MAXIMUM WATER CEMENT RATIO SHALL BE 0.5. D. SEE SPECIFICATIONS FOR PIPE AND FABRIC FINISH. E. ALL PIPE SIZES ARE NOMINAL UNLESS NOTED OTHERWISE. 31872 Camino Capistrano GLASS IA IA IA IA IA IA IA IA IA IA IA IA IA IA IA IA IA San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena,CA 91106 626 795-2008 FAX 626 795-2547 POSTS /NoM. U!l5/ POOT'e FOOT'6 DIA. FT. llEPTH DIA, 4' LINE 2 J/," -2'-0" l'-0" 4' END 3" -2'-0" l'-0" 4' CORNER 3" -2'-0" l'-0" TOP < BOTTOM 2" -2'-0" 1'-0'' RAIL 8' L~E 3 JI," 9.1 4'-0" 18" 8' END 3J/," 9.1 4'-0" IB" 8' CORNER 31," 9.1 4'-0" IB" TOP < BOTTOM 2Jli" --- RAlt.. INTERMEDIATE 11," --- RAlt.. 20' LINE 4" 10,8 7'-0" 18" 20' END 4" 10.8 7'-0" 18" 20' CORNER 4" 10.8 7'-0" IB" TOP < BOTTOM 2Jli" --- RAlt.. INTERMEDIATE I JI, , --- RAIL 30' HOODED 6" 2859 10'-0" 24" BKSTOP ~ '"""' TOP, BOTTOM 3" --- RAIL. INTERMEDIATE 2 J/," --- RAlt.. BONITA CANYON SPORTS PARK CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 1.21 SHEET 93 OF 133 u ~ cl) g:> z es r ""§ ;,:; 0 0 ~ ,-JJ ill n " ~ <P ,~ 0 m 0 " ~ ?~~ ~ z 0 Ii z m y;: '$ z " ..S:: C 0 ' jj j :;: " " < " z !" ID I; m C JJ cl " f !o r JJ ►- £~ §'G) z C -:::7 :;: (t> OJ if gJ :-. c:;- I I ) u > z I 0 0 5 JJ I ~ n 0 0 ~ " ;ii ' 0 rn 0 " " ~ " ~ z • z B G) r !a z • 1 n ,•• . 1. PITCHING RUBBER -BBPB MODEL JACK CORBETT HOLLYWOOD BASES INC. 2. TAPER BRICKDUST FROM 3" TO¼" AT RUBBER 3. PURE UNGROUND CLAY 4. 901. COMPACTED SUBGRADE PER GEO TECHNICAL REPORTS NOTE -FILL TUBE LINING OF PITCHING RUBBER W/CONCRETE PRIOR TO INSTALLATION. ,.., I. LITTLE LEAGlJE BASE -$RB MODEL JACK CORBETT, HOLL ,WOOD BASE$, INC. 2. 4" BRICK DUST-3' RADIUS AROUND BASES. SEE CONSTRUCTION PLAN FOR BRICK DUST LIMITS. 3. CONCRETE FOOTING PER MANUFACTURER'S SPECIFICATION$. 4. GROUND ANCHOR MODEL #BBPl0302, HOLLYWOOD BASES, INC. 5. COMPACTED 5UBGRADE PER GEOTECHNICAL REPORT. 6 GROUND ANCHOR MODEL #SRHP 10350, HOLL ,HOOD BASES, INC. NOTES A CONTACT SCHULT$ SPORTS, INC. FOR HOLLYWOOD BASES, INC. (800) 426-9784. 3 _ffi- BASES HOME PLATE CONTACT HOLLYWOOD BASES INC. 916-7 41-9433 ® Pitching Rubber F I-;;,....__ ____ _ Scale: 1" = 1'--0" @1---!-:-:-:-T:_n_d_H_o_m_e.;..p_la_te ______________ _ 5 J=W;lJ! j[Ilffi m '[!]= I 1~ lJ - ' g Li'\ I N 8'-0" SQ 12" 12" PAD SECTION ENLARGEMENT N,T.S. B I STEEL TUBE SPACER PLATE WELDED TO POSTS. 2. CARRIAGE BOLTS 3. %" MAX SPACING CTYP.) 4. BRICK DUST INFIELD 5. COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT 6 (S) 2 X 10 TREX RECT'CLED PLASTIC WOOD. INTEGRAL COLOR BLACK (SPACE%" APART) 7 CONCRETE HEADER PER DETAIL C SHEET Ll.I7 8. CONG. PAVER g CONCRETE FOOTING PER SCHEDULE 10. BOTTOM FENCE RAI.. 11 FENCE PO$ T (TYP) 12 SCORE KEEPER'$ PAD 13 STEPS 14 #4 REBAR CAGE, 18" OC EACH WAY IS NATURAL CONCRETE WITH MEDIUM BROOM FINISH 16. ½," RADU5. 17. METAL ELECTRICAL CONTROL BOX CENTERED ON PAD. SEE ELECTRICAL PLAN FOR INSTALLATION 18 ELECTRICAL CONDUIT. SEE ELEC. PLAN. 19 # 4 NOSE RUN NOTE, A ALL HARDWARE TO BE GALVANIZED AND PAINTED FLAT BLACK TO MATCH CHAIN LINK FENCING. Backstop and Score Keeper's Pad Sections G J--s-ca-1e'",-3-,s-"_=_1.;•.-o-" --------.:...--------------------------------------.------------ \ ~ • r r r r ,_ ___ .., ________ -i 1 ----------------vi -------------l i 1 f. ~··1 ~ I ' I ' • I I : 1: '"' : • • I I : • • • • • • I I I .. I I I I I I I I I I I I I I I I I ---------------r---------------r--------------' 21'-0" ~'-0" Bl ~ :~ ~ ~ 6'-0" 4 I. CONCRETE PAD; SEE DETAI.. A, SHEET 1.17. 2. BLEACHERS CENTERED ON CONG PAD. 3. DISABLED SPECTATOR RESERVED AREA 3" BLUE BORDER INSET 3" FROM EDGE HITH HANDICAPPED SYMBOL. 4. CONCRETE PAVER$. 5. TRASH RECEPT AGLE, SEE CONST. LEGEND FOR MODEL AND SIZE. 6. SCORE JONT, TYP.; SEE DETAI.. D, SHEET 1.17. 7. EDGE OF DUGOUT CONCRETE. 8. BACKSTOP CONCRETE HEADER NOTES, A CONTRACTOR TO FASTEN BLEACHER TO CONCRETE PAD, USING CONCRETE ANCHOR BOLTS AT ALL LOCATKJN5 PROVIDED IN FRAME BASE REVIEW HITH CITY PRIOR TO. INSTALLATION ® Bleacher Pad Layout H ~~---------------.-------Scate: 1/4" = 11-0" I. CONCRETE HEADER WHERE OCCUR$. 2. RED BRICKDUST WITH STABILIZER AVAILABLE AT GAIL MATERIALS CORONA, CA. 3 FINISH GRADE. 4. COMPACTED 5UBGRADE PER GEOTECHNICAL REPORT. !'ER A.AN ® Brick Dust Infield Bi-----------Scale, N. T.S. I. PERMANENT BAT RACK 2. CONCRETE FOOTING PER MANUFACTURERS SPECIFICATIONS 3. CONCRETE PAVER$ 4. FENCING POST SEE PLAN 5, CONCRETE PAVING 4 3 5 © Bat Rack at Dugout C l---___,:;_ __ _ Scale: V4" = 1'--0" 5'-0" 5'-0" SECTION PLAN VIEW •· ' ~ 0 I b 2 1/4" MAX. I. BACKSTOP POST PER DETAIL C SHEET Ll.23. 2. 2½," STANDARD GALVINIZED STEEL TOP AND MIDDLE RAIL 3. FENCE POST, PER SCHEDULE SHEET L 1.23 . 4. INSTALL GATE STOP. 5. 2" ME'5H, 6 GAUGE VINYL COATED FABRIC ON FIE'LD SIDE OF GA TE (KNUCKLE AT TOP AND BOTTOM). COLOR BLACK 6. i½," STANDARD GALVNIZE'D STEEL GATE FRAME WITH MITER WELDED CORNERS AND THREE HEAVY DUTY HNGES 7. 3/4" X ¼" STRETCHER BAR WITH 3/4" X !-a" BANDS AT 12" 0.C. MAX. AT ALL SIDES OF GATE. 8. %" TENSION ROD. 9. MALLE'ABLE IRON FORK WITH LOCKING PROVI5I0N TACK WELD AT ALL BOLT HEADS. VERIFY A55EMBL Y WITH CITY. 10 HINGES NOTES, A REFER TO CHAINLINK FENCE DETAIL FOR INFORMATION NOT INCLUDED ON THIS DETAIL B. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. C ALL PIPE SIZES ARE NOMINAL UNLESS OTHERWISE NOTED. • D. REFER TO 5PECIFICA TION5 FOR PIPE AND FABRIC FINISH. E ALL FENCE POSTS 4 HARDWARE TO BE VINYL-COATED BLACK HHERE NOT POSSIBLE, HARDWARE TO BE GALVANIZED AND PAINTED BLACK. 4'-0" 2 1/4" GLR. MAX. ; ' Chainlink Dl.lQOUt Gate 1,. A" ~I--S-ca-le_:_3_/8-" =-1'--0" __ ..;.. _____________________ _ 2 I FIELD FENCE REFER TO DETAIL D SHEET U2I 2. 3" OD. GALVANIZED VERTICAL PIPE POST. 3. 2" MESH-6 GAUGE VNYL COATED CHAIN LNK FENCE FABRIC ON THE OUTER SIDE OF DUGOUT. 4. 2" O.D. GALVANIZED TOP RAIL PIPE. S. 2" O.D. GALVANIZED MID RAIL PIPE. 6. 2" 0.D. GALVANIZED BOTTOM RAIL PIPE. 7 CONCRETE PAVNG 8. CONCRETE FOOTING REFER TO SCHEDULE SHEET Ll.21. g CONCRETE PAVER$ 10 2" GALVANIZED PIPE HORIZ. RAILS FOR FUTURE COVER (BLACK) 11. DUGOUT BENCH, SEE CONST. LEGEND FOR MAKE AND MODEL 12. BAT RACK SEE DETAIL C THIS SHEET 13. SCORE JONT 10 7 I • I II . ' II ' I ' I I I II 3 g .-1.f-- l f, ' D J--:~:--0~:-'~g~1~::-4,~-=t1'.".".,::::',~--n_c_e_&_L_a.;.y_o_ut_D_e_ta_il-.---.----------------.-----.------.-------,. . ,_, '~- REF, APPROVED DATE DATE BY DESCRJPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN DATE 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORi<S DEPARTMENT L1.22 SHEET 94 OF 133 ~ z m ~ 0 C ~ I " s:. ,. ~ ,m OJ " m ,. JJ C cl ~ " ti~ ' i~~ ;pf;'~ ""' :s z r-....:::: C .~ ~ m JJ ~ \; i'o z I a r a ~,,, :n " " m ;r~ □ a ~ ~ ,;;~ " ~ "Cl{-.-w <t> :,-Z < z a C z i!~ G1 ~ . :s z m " □ - C ' ~ V' ~ ~ z rn CD " m ,. JJ C cl " z " .J) ~~ -·-t ~ z I a 0 r a JJ ~ " ~ a ~ " ~ ~ a w II 2 < ~ ~ a G1 z 161-B" 31-411 ,. 101-011 • • ' '"-0" 8'-011 l'-0" . ©-.. A 0----\. l / \ I . ' 2" LI I ,_______ '-- BONITA ( 'll \I YI JN <--'--SPORTS 1J A K K. • vv H'.'-1 CITY OF NEWPOR1 - -I -I / 5 ' ,. 3'-4" ~ I ii, I 7 •-2•· ~ I . ... I ' "' I ~ ~ ~ ' " :. . I ~ I I I ;,. ' I I ... . 0 ' ii, I. T'l'PE STYLE, SERF 60THIG REGU.AR LETTER SPACE -10. RECESSED LETTl.'RNG, PANT COLOR TO 6E SPECIFIED B'f C.IT'f. , I,. 2. PREC.AST CONCRETE SIGN PANEL COLOR LATTE. C.OORONATE WITH Q\JIC.KC.RETE. ~~~A~:i~~liuRAL SIGNAGE . (714) 556-0_'l'lO (NO 6UBS TITUTES ALLOWED) 3. CAST N PLACE CONCRETE. LIGHT AC.ID WASH FN15H. COLOR, LATH: COORDINATE WITH .GUtc.KC.RETE. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. 4. RANDOM ASHLAR SPLIT FACE BLOCK TO MATCH BLDG. ARCHITECTURE. 5 RECESSED RELIEF C./T'f SEAL, PANT RECESSED AREA ONL'f COLOR TO BE SPECIFIED B'f, C/T'f. A B. NOTE, SIGN AT WEST PARK ENTR'f TO READ "SPORTS PARK 'WEST", SIGN AT !:AST PARK ENTR'f TO Rl:AD ''SPORTS PARK EAST". CONTRACTOR TO PROVIDE A FULL SCALE SIGN PANEL MOCK-UP IN PAPER FORM, FOR APPROVAL B'f LANDSCAPE ARCHITECT PRIOR TO ,C.ONSTRUCTION . @t-::~=a,:::~:-. ~71_~~!;;.,ry1-S.;;.;.;.ig~n..;;E:;.;.le;;.v.;.;a;;;;ti;.;;;o.;.;n ______________________________________ _ I 2. 3'-4" RANDOM ASHLAR SPLIT FACE BLOCK TO MATCH BLDG. ARCHITECTURE. LIGHT FIXTURE. SEE ELECTRICAL PLANS. • 16" ® Park Entry Sign-Plan View H 1----,-N.T-.S._.;..._;;... __________ _ 6" l'-0" - ;- ~-1 i • I • I • I I I. 6' x 200' C350 CTRM EROSION CONTROL MAT B'f NORTH AMERICAN GREEN. 2. NATIVE GRASSLAND H'l'DROSEED MIX. '3. ANCHOR STAKES. SIZE AND LOCATION-PER MANUFACTURER REc.or-NENDA TION. 4. PLACE EDGES OF C.-TRM IN TRENCH AND BAC.KFLL. RAKE TOP TO FNISH GRADE. S. FNl5H GRADE. 6. C.OMPACTED 5UBGRADE. 6" ' I ' C-TRM Erosion Control Mat I ;t------------------------'-~ Scale: 1" = 1'-0" ~ "- 11 /. CAST IN PLACE CONCRETE COLOR, LATTE. COORDINATE HITH GUICKCRETE. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL 2. RANDOM ASHLAR' SPLIT FACE BLOCK. 8" HIDE TO MATCH ARCHITECTURE. USE 4" HIDE BEHIND PRE-CAST C.ONC.. FOR NSET 3. 4. 5. 6. 7. B. 9. 10. 11. 12. 115 RE6,._R CONT. (HORIZONTAL) IS REBAR 24" O.C. (VERTICAL) ADD 13 \ j @ 4" ABOVE C• BELOH S/6N. VERT. I HORIZ. 3-MS REBAR CONT. *4 REBAR AT 18'' O.C.. 2 -14 RE£1AR CONT. FN/SH GRADE. CONCRETE FOOTt-16 . 90\ COMPACTED SueGRi'\DE. OVERLAP RJ:!BAR 18" AND HIRE TIE. T'f o: PRECAST CONCRETE SIGN PIINEL W 13. i:J~--1 INTEGRAL 1Ji REBAR VER , HORIZ. ;,, ~ ' Park Entry Sign Cross-Section 1, F _1---5ca-,.-,1o2-.---1-·-o~--....;;... _______________________ _ 6", 0 17JJ ,, . I I . 7]1 ~ I I . 9 11 ~ _-. I r N L • p l'-6" DIA. w= I--I !Il-W ~ '--'7 l • I. 6" DIA PRESURE-TREATED LODGE POLE FENCE POST 6'-0" O.C.. 2. /O'L X 3" DIA PRESURE TREATED 3. ~~E 8!'~L 6A~~G~LS' SOLT W/55 WASHERS E,._C.H SIDEY," PEEN. 4. FNISH GRADE. 5. COMPACTED SUBGRADE PER GpOTECHNIGAL REPORT. 6. CONCRETE FOOTING. 7. CONCRJ;TE HEEP HOLE. NOTE, A. C.HI\MFl"R TOP OF POST AND END OF RAIi.Si!,". B. NOTCH POST AND RAILS 1/3" DIA MAX TO NrERLOCK. C.. OVERLAP RALS 18" AT LINE POST. @ Wood Rail Fence G ~-------Scale: 3/4" = 1'-Q" 1" BEVEL 1, BBG/ GRI.L, MODEL 1140-00 PW ATHLETIG COMPAN'f 2. 2¾," O.D, PIPE (40" L) SLIGONE SEAL AT FOOTING 3, DECOMPOSED GRANITE. 4. CONCRETE FOOT"'6, BEVEL TOP. 5. (4) -13 REBAR EACH WA'f, T'l'P. /. 2¾" GALV STEEL TUBE 3 LOOP S 6/KE RACK BY FAIRWEATHER MODEL I BR-42 2. CONCRETE FOOTNG 3. C.UT C,ONC. PAVERS TO FIT AROUND TUBE. 4. CONCRETE PAVERS OR NATURAL CONCRETE. PER PLAN. S. 6" #4 REBAR PIN 6. COMPACTED SUBGRADE PER GEOTEC.HNIGAL REPORT. 7. I" COMPACTED LEVELNG SAND BASE PER MANUFACTURER'S RECOMMENDATION AND GEOTECHNICAL REPORT. 8. CLASS II AGGREGATE BASE, COMPACT PER GEOTEC.HNIC.AL REPORT AND MANUFACTURER'S RECOMMENDATION. m~ ~ -,, rn-m, @~ti..-Jdbf,:;:;:µ.c:s;;,..._' ____ _.,_ @•8 t--B_a_rb_e __ g._u_e_G_r_ill _____________ _ Scale: 1",..1'-0" @ BikeRack A i-------- Scale: 3/4" = 1 '-011 9 it ~ t C I 4'-0' 1 r-r---/r, "' 22'-0" Picnic Table Pads Scale: 1/8" = 1'-0" 31-1 /-4" RECESS£ ACCESS PLATES IN!St,ED CRADE TEt.lPLATE PEDESTAL . . . .. . • 1,2~-13 LINC MTG BOLTS 4X (SUPPLJED) _,_._ OUNTING HOLES FOR ''2" ANCHOR BOL rs· IN CONCRETE SLAB 4X □ _, .. -'"- Mounting Detail STRAINER lSUPPLIEDl SEE BIB DETAIL <OPTIONAL) ACCESS PLATE SHO'IIN REMOVED F"OR CLAR !TY. SCREWDRIVER STOP !SUPPL IEO) l '•,"-13 UNC ANCJ,OAS 1-1/2d IPS WASTE (BY OTHERS l OUNTJNG PLATE ¢. I 4'-0" I ~--110 ~---1 II i-. .............. ~o,.....;;;;;;;;;;::::;::---1•2 /. D.G. ACCESS FROM WALK, .JHERE OCCURS. 2. NA TUR,._L C,ONC,RETE HEADER W DEEP SCORES @ ± 5' O.C. .. SEE DETAIL BELOH. 3. APPROVED COMPACTED 5UBGRADE PER GEOTEC.HNIC.AL REPORT. 4. DEc.oMPOSED GRANITE. S. PIGNIG TABLES, SEE SPECIFICATIONS. 6. TURF. 7. BB.GI .. HHEN NDICATED ON PLAN. SEE DETAL B, THIS SHEET. 8. TRASH RECEPTC.LE, HHEN /NDIGATED ON PLAN. SEE SPECIF/C,ATIONS. 9. M:I REBAR CONT. 10. PRECAST CONCRETE TABLE LEG SECTlON. II. I!," DIA. NSERT DRLLED 24" O.C.., EACH LEG PER MANUFACTURER$ RECOMMENDATIONS. 12. I!," DIA., 41!," LONG STAINLESS STEB. B0L TS. A. NOTE, CONRACTOR TO COMBINE "STABLIZER" PER MANUFACTURER'S RECOMMENDATIONS TO STABLIZE DECOMPOSED GRANITE AT TNE OF INSTALLATION. AVALABLE FROM, KRC. ROCK, NC. 315 EAST C.ARME~ STREET SAN MARCOS, CA 92069 (619) 744-1036 OR APPROVED EQUAL N.T.S. /. HAWS MODEL NO. 3150 C.ONC. PEDESTAL DRINKING FOUNTAIN 2. CONCRETE WALK EXTENT/ON. SEE DETAL A, SHEET L/.I7. 3. CONCRETE PAVER HEADER COURSE HHERE OCCURS. 4. FOOT"IG AT FOUNTAIN PER MANUF. 5PEC.S, HITH MED. BROHN FINISH. 5. ADJACENT WALK. NOTES, A. FOUNTAN TO HAVE LIGHT SANDBLAST NATURAL EXPOSED AGGREGATE B. FOUNTAIN SHALL C.OMPLT H/TH ADA REGUIRMENTS t uec 1117 B.1/. C.. WASTE LINE TO 5UMP-P,1Ti ,". • ·'··. <·' .,., .... • . D. %" SUPPL 'f LINE. SEE ENGINEER'S PLAN FOR SUPPL 'f LINE CONNECTION. :,oN SQUARE CONCRETE • . . . 1~2" !PS SUPPLY ( BY OTHERS l ®[\ •• D ,....-,."1;;;;;;11;;;;;;a,~aa;1,I JJ...J!--!!...Jl...Jb...lb.,Jl..µl....JJ.,,..!□ 11--J<:W~WAY VIE~;, -f1\ SE DET !L "A _ /' \.:,./ I,? 1 irt @) 1--@) 14-1/4 t;L l~\===ii'~:,Cl.c:'._~~ul /l.__7"_.,..._ 4 ,,_ I TYP. PAVER CONDITION TYP. CONCRETE CONQITION @ Drinking Fountain D ~N.T---.S-------------------------------- DATE BY DESCRIPTION APP'D. DESIGNED DRA REVISIONS CHECKED DATE 31872 Ct1mino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-25f9 1214 Eei11t Green Street Pasadena, CA 91106 626 795-2001 FAX 626 795-2547 BONITA CANYON SPORTS PARK CONSTRUCTION DETAIL$ CITY OF NE\'VPORT BEACH PUBLIC WORI($ DEPARTMENT L 1.23 SHEET 95 OF 13~ ' ' ~ ,. ' I 'I I r J- ' l " ' ~ { [ ~ ' " ~ 0 ' " " • $ " 2 /TI I: C 2l TI ~ ~ J: " 0 r 0 ~ " □ ~ ; • I ' i z " 0 ' " ~ $ " z .m " ~ 0 ~ ~ z :,: 0 5 ~ " 0 1l m 0 " ~ • < z o C 2 < I ~ ~ " • " z /TI " ~ C ~ 0 TI 2 ~ z C ~ CD m :0 -fi "" 0 vt ~ ~ ~G'-z "'· 1 G) 'fr z ,;"' C s::: CD m JJ i□ ll a-2 G) Jz oc ('e~ it !fl <"'' r:;;- .So\ ~ -~ OJ ) 0 :0 ~ z G) I ( I -+ -i I I \ \ I ! I i i I I I .• ----< -----··'. / / \ \ \ \ -, . . --:.:· .... x:: .. "·' ::_··::::~:: .. _ -••• ---. / / ·-. --- ---- \ \ \ \ / \ ·-... _ / \ \ .. ---- ---• ._ ·--:.~: ., __ ---->j ·-., __ , / ·--~,--_ . ___ ,_..,,. ----._:_--- \ \ I \ I I --·-·----' -.. '.":::-.,_ .> -.. ,_ --... \ \ \ \ \ \ ( ·-··--- I I L I ( \ CONTRACTOR SHALL PROTECT IN PLACE TURF ROTORS, AND/OR ADJUST THE EXISTIN5 TURF IRRl5ATION HEADS 4 VALVES ADJACENT TO THE NEW CONCRETE WALK, MAINTAIN 1001: HEAD TO HEAD IRRl5ATION COVERA5E IN THE TURF AREAS PER THE CITY OF NEWPORT 6l=ACH. GONTRACTOR SHALL COORDINATE 1-!ITH THE CITY, AND INSTALL THE NECESSARY IRRIGATION EQUIPMENT PER THE CITY DIRECTION. CONTRACTOR SHALL PROTECT IN PLACE EXISTN5 SHRU6 SYSTEMS. ADJUST IF SHRUB SYSTEMS TO FINISH 5RADE OF NE!-1 HALK 0 20 40 NORTH SCALE: 1" = 20' l' MACARiHUR --·- \ \ \ \ • \ \ . \ I \ ., \ I I \ \ ·--.,:.~. ·, -~~:: "· ·, i KEY MAP \:·-·--·-----... -- \ \ REF1 DATE BY ·--.. NOT JJ,.5 l!>UILT DESCRIPTION REVISIONS APPROVED DATE APP'D. DESIGNED D.G. CHECKED D.G./R.V. DRAWN IRRIG. STAFF DATE P-1 47 2" SB P-2 60 2" SB FOR FOR FOR FOR LATERAL SIZING LEDGEND 3/4" --------- I" 1/41~----,-i----- 2" 2 1/2"'-----+---- 3" 4" NOTE, LATERAL LINE SIZE 6ETHEEN THO IDENTICAL TICK MARKS SHALL 6E SIZED THE SAME. MINIMUM PIPE SIZE 15 3/4". IRRl5ATION LE5ENDS REFER TO SHEET L217 IRRl5ATION GONSTRUGTION NOTEB REFER TO SHEET L2.18 IRRl5ATION IRHD. NIOTES REFER TO SHEET L2.lq IRRIGATION DETAILS REFER TO SHEET L220-L222 CALL TOLL FREE 1-800-4 22-4133 BEFORE YOU DIG APPROVAL FOR ONSITE RECLAIMl=D 1-!ATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC R QUIREME~TS F FOR OBTAINING SERVI ALL (94 4 -5300. PC# ONSITE APPROVAL -DATE ,:) '<J, ~ 31872 Oamino Oapistrano • San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 79502008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 2.1 SHEET 96 OF 133 .! z C s:: ID gJ ) \J I <;1 --~,J } .. - .» (; --~ tp,!' 0 JJ ~ z r,J P4 SB 2" MACARTHUR BLVD. I ' / 3g 72 SB pg 76 SB 2" SB KEY MAP NORTH NORTH SCALE: 1" = 20' 61 SB 51 2" SB 40 SB 9/00 JFa DATE BY NOT AS C:>UILT i I LOOPED MAINLINE REDUCTION DESCRIPTION REVISIONS \ 36 SB \ / I \ • APPROVED DATE APP'D. DESIGNED D.G. CHECKED D.G./R.V. / I / DRAWN GI I I IRRIG. STAFF DATE \ ~ TYPICAL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 3/4" --------- I" 11/4·~---+t----- l 1/2'------+tt----- 2'' 2 1/2'''-' ---:l::---- 3" 4• ----jj----- NOTE, LATERAL LINE SIZE BETNt=i=N ·1 NO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE 15 3/4". FOR IRRIGATION Ll:5ENDS REFER TO 6HEET L2l7 FOR IRRIGATION CON5TRUGTION NOTES REFER TO SHEET L218 FOR IRRIGATION IRHD. NOTES REFER TO SHEET L2 l'l FOR IRRIGATION DETAILS REFER TO SHEET L2.20-L2.22 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM 0NL. "f' HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROU6H THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FOR SPECIFIC EQUIREMENTS F FOR OBTAINING SERV E CALL ( 9) 4 3-5300. PccCll=-'--',--'--';c.... ONSITE APPROVAL • DATE /Js ~4,, 31872 Camino Capistrano BONITA CANYON SPORTS PARK IRRIGATION PLAN San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PU~LIC WORKS DEPARTMENT 'I. 2.2 SHEET 97 OF 133 I ) z C s: i;g JJ 0 JJ ~ z GJ I • . ---., -•. ····- 88 5B 63 5B MV --,-.. -. ·--- CON.# U 4" F5 2" 90 5B IF C.ITY ELEC.TS TO INc.LUDE THE OPEN SPAC.E PLANTING AND IRRIGATION SYSTEM WITH THIS C.ONTRAC.T, THEN THE C.ONTRAC.TOR SHALL PERFORM THE FOLLOWING TASKS FROM C.ONTROLLER 'U' SUB-MAIN c.oNNEC.TION TO THE EXISTING MEDIAN C.ONTROLLER LOC.ATION· C.ONTRAC.TOR SHALL INSTALL #12 GUAGE MASTER VALVE WIRES, AND RAINMASTER FLOW SENSOR WIRE EV-C.AB-SEN C.ABLE WITHIN A SC.H. 40 1-1/2" C.ONDUIT TO THE MEDIAN C.ONTROLLER LOC.ATED 2.718 FT. DOWN MAC.ARTHUR BLVD. PASS THE BRIDGE TOWARDS FASHION ISLAND. C.ONTRAC.TOR SHALL INSTALL RAINMASTER EV-C.AB-C.OM C.ABLE FROM THE HEST PARK RESTROOM BUILDING TO THE MEDIAN C.ONTROLLER WITHIN A SC.H. 40 1-1/2" c.ONDUIT C.ONTRAC.TOR SHALL PROTEC.T IN PLAC.E ALL 1::XISTING IRRIGATION AND EXISTING PLANT MATERIAL FROM THIS LOC.ATION TO THE MEDIAN C.ONTROLLER. IF REMOVAL OF PLANT MATERIAL AND IRRIGATION 15 NEC.ESSARY TO c.OMPLETE THE IRRIGATION GONNEC.TIONS THEN THE C.ONTRAC.TOR SHALL C.OORDINATE REMOVAL AND REPLAC.EMENT OF THE IRRIGATION AND PLANT MATERIAL WITH THE ENGINEER, AND INST ALL THE: NEC.l::SSAR1' IRRIGATION EQUIPMENT AND PLANT MATERIAL PER THE C.ITY DIREC.TION. NORTH I Ii CON.# P MV 4" F5 2" 0 10 ~ ~ HnMr!U: ~!* '" I SCALE: 1" = 20' P6 5B P7 88 2" 5B 84 5B KEY MAP 'r P8 86 2" 5B MACARTHUR BLVD. 5B 5B REF: NOT A.S nu, Li 9/00 Jfa LOOPED MAINLINE REDUCTION DATE BY DESCRIPTION REVISIONS 6' ' \ ' \ APPROVED & DATE APP'D. DESIGNED D.G. CHECKED D.C./R.V. 87 5B DRAWN IRRIG. STAFF DATE "'--~ I ' • ~(PIC.A i • QI 88 2" 5B RI 2" LATERAL SIZING LEDGEND ""2" . N _J 1-w w :c (/) w w (/) I w z 80 5B 3/4" --------- I" 1/4"--------- 1/2'''-----++f----- 2" 2 l/2''----±---- 3" ----'ff---- 4" ----H----- NOTE, LATERAL LINE SIZE BETWEEN TWO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4", FOR IRRIGATION LEGENDS REFER TO SHEET L2.17 FOR IRRIGATION C.ONSTRUC.TION NOTES REFER TO SHEET L218 FOR IRR16ATION IRHD. NOTES REFl;R TO SHEET L2.1g FOR IRRIGATION DETAILS REFER TO SHEET L220-L222 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG APPROVAL FOR ONSITE REGLAIMED WATER SYSTEM ONL1' WATER METERS AND ALL CONNEGTIONS TO IRVINE RANGH WATER DISTRICT FACILITIES MUST BE APPL.IED FOR/OR APPROVED THROUGH THE IRVINE RANC.H WATER DISTRICT SUBDIVISION/ DEVELOPMENT 6ECTION, OR SPEClflG R IREMENTS FOR FOR OBTAININ6 SER E ALL ('l~o/153 5=:_00, PG# w ONSITE APPROVAL /( • , ATE It,_ ___ _!"' 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT , L 2.3 SHEET 98 OF 133 ) z C s:: rn m JJ -p ~ I •+t ! ...c \ v, 0 JJ ~ z G) -...I :::c (.) ~ ~ '--~ I ____ .. ____ ,,_ --- / I I I I ! / , .. -- ,-·••c·,·.:.::~:· ',, ',,\, 121-----{12 IF GITY ELEGTS TO INGLUDE THE OPEN SPAGE PLANTING AND IRRll;;ATION SYSTEM WITH THIS GONTRAGT, THEN THE GONTRAGTOR SHALL PERFORM THE FOLLOWING TASKS FROM C.ONTROLLER 'U' SUB-MAIN GONNEGTION TO THE EXISTING MEDIAN C.ONTROLLER LOCATION GONTRAGTOR SHALL INSTALL #12 GUAGE MASTER VALVE WIRES, AND RAINMASTER FLOW SENSOR WIRE EV-GAB-SEN GABLE WITHIN A 5GH. 40 1-1/2" GONDUIT TO THE MEDIAN GONTROLLER J..OGATED 2,718 FT. DOWN MAGARTHUR BLVD, PASS THE BRID6E TOWARDS FASHION ISJ..AND GONTRAGTOR SHALi.. INSTALL RAINMASTER EV-GAB-GOM GABJ..E FROM THE WEST PARK RESTROOM BUil.DiNG TO THE MEDIAN GONTROLLER WITHIN A SGH 40 1-1/2" GONDUIT GONTRAGTOR SHA!..!.. PROTEGT IN PLAGE ALL EXISTNG IRRll;;ATION AND EXISTING PLANT MATERIAL FROM THIS J..OGATION TO THE MEDIAN GONTROJ..J..ER IF REMOVAi.. OF PLANT MATERIAL AND IRRll;;ATION IS NEGESSARY TO C.OMPLETE THE IRRIGATION GONNEGTIONS. THEN THE GONTRAGTOR SHALL GOORDINATE REMOVAi.. AND REPLAGEMENT OF THE IRRIGATION AND PLANT MATERIAL WITH THE ENGINEER, AND INSTALL THE NEGESSARY IRRIGATION EQUIPMENT AND Pl.ANT MA Ti=RIAL PER THE CITY DIREGTION. OPEN-SPACE BID ALTERNATIVE: IF GITY El.EC.TS NOT TO INSTALi.. THE OPEN SPACE PLANTINe AND IRRIGATION SYSTEM WITH THIS C.ONTRAGT, THEN THE CONTRACTOR SHA!..!.. PERFORM THE FOJ..J_OWING TASKS FROM THE OPEN SPAGE UMIT OF WORK J..INE, GONTRAGTOR SHALL INSTALL #12 GUAGE REMOTE GONTROL WIRES 4 GOMMON WIRES FOR GONTROJ..J..ER'S "P' 4 'V EAGH IN THEIR OWN 10" ROUND GREEN J..OGKABLE VALVE BOX ALSO, THE CONTRACTOR SHALL INSTALL#l2 GUA6E MASTER VALVE WIRES, AND RAINMASTER Fl.OW SENSOR WIRE EV-GAB-SEN GABLES WITHIN A 5GH 40 1-1/2" CONDUITS INTO SEPERATE PULL-BOXES J..OGATED AT THE OPEN SPAGE LIMIT OF WORK FOR GONTROJ..L.ER "P" 4 "U" SUB-MAIN ASSEMBJ..IES, GONTRAC.TOR SHALL INSTALL RAINMASTER EV-GAB-GOM GABL!i: FROM THE WEST PARK RESTROOM BUILDIN6 NEXT TO CONTROLLER 'US" PULL-BOX J..OGATION WITHIN A SCH. 40 1-1/2" CONDUIT GONTRAGTOR SHALL INSTALL THE REMAINING ffl2 GUA6E REMOTE GONTROL WIRE:S t GOMMON WIRES FOR GONTROLL!i:R'S "Q" ' "R" EAGH IN THEIR OWN 10" ROUND 6REEN J..OGKABLE: VALVE BOX WITH THEIR RESPEGTIVE MAINLINES GAPPED AND STUB-OUT IN THE SAME VALVE BOXES GONTRAC.TOR SHALL. GAP AND STUB THE LOOP!i:D MAINLINE INTO A GARSON INDUSTRIES VAi-VE BOX MODEL# 2456 GONTRAGTOR SHALL GAP ALL IRRIGATION LATE:RALS THAT GROSS THE OPEN-SPAGE: J..IMIT OF WORK LINE, / . ./.. ' ' ' i R2 2" NORTH I / 5g 5B I I I i 57 5B 0 I" I / / / -----·· -• f-, MACARTHUR BLVD. I I ,:, ; /' / / ' / / / , I , / I / I 11 ,,-,,-"' _ _,,,,,,,,,,----.,,..,.,.,,,~ ,I \ - . ____ .. f-1 -·••"' --· -··,;--· \ .. j_ / / r ··-6---r .. ·'f 'I f->:\--,;.._~.-_;;,"" ____ -, ,---f-1;··,---_---_:\.~\ ,:e \ i °' ... '.:~"::~~=--c:·~-' -_--_,_,.,,:,, ,::/-,::-~r.,,,l~'' ___ ,. "f,Tc,"', =1-,"' ___ .. __ .,,, __ 1! .. '-)-{ ,21-1 _" __ ~""',2 J-1. ---\ is -: --_ . -2, ::, ~:~:. - <.. --,,._ __. .. · -----··· .,. / CON.# R MV 4" F5 2" KEY MAP 20 40 ti r tll \ \I I i 1 NORTH 9/00 Jfa SCALE: 1" = 20' 'r DATE BY 86 5B / / ' . ·-~---·· i,,i,jii~--\ -----(), --'P I .. --~ _. ___ ,_...,..-' '' --- 11 -r,--- r=~Cf----1,,s h"S~llJlid"aillfttti -10'! .... ,, .. ..., __ 1,11 I I EXISTING R ;· ES/DENT/AL: R4 61 2" 5B ~OT AS ~JJll.T LOOPED MAINLINE REDUCTION DESCRIPTION REVISIONS APP'D, I I APPROVED DATE DESIGNED DG, CHECKED D,G/R,V, R5 76 2" 5B CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DRAWN RRIG, 5TAFF DATE 83 5B 87 87 64 5B 5B 5B R9 43 LATERAL SIZING LEDGEND I 1/2" 5B 3/411 --------- I" 1/4"~-------- FOR IRRIGATION LE6ENDS R!i:FER TO SHEET L217 FOR IRRIGATION GONSTRUGTION NOTES REFER TO SHEET L2,18 FOR IRRIGATION 1.R.W.D. NOTE;S REFER TO SHEET L2,1q 2" FOR IRR16ATION DETAILS REFER TO SHEE:T L220-L2,22 2 l/2"'------3'---- 3" 4" NOTE, LATERAL LINE SIZE BETHEEN TWO IDENTIGAL TICK MARK$ SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE 15 3/4", 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH L 2.4 • PUBLIC WORKS DEPARTMENT SHEET 99 ~F_ 133 ------------1.----___ .;..;.;;.;.;;,.;;.;;,,;;;;.;.;;.;.=;.;,;_-.J.......; z C s: [D m :0 1' ~ ·y -- <:"Jj ·- 0 JJ ~ z r.7 89 Q6 89 SB LIMlT-OF-WGR -~ ... SB ............ o,, . , .. , .17 ·-···-•-.,. I --• ·- ··-·- • • • • • • ----- R II 127 2" TF 0 NORTH R 15 86-80 MACARTHUR J3LVD. 2" TF SB --Li'M!T OF WORK\ -, _ ... ~--------~:-/ • ...... _···~ .. _:::_~ :::~---..... .,,,,,,a,i;;a .. __ '.\ -- ---··· ... _ ...... ' -------- - ---IQ.-··· · --·-------c.:s·l ···-· ...... -·--------- --------·. --.-.,-,., --, ____ --···---·--·---• --,., ..... .. ---------·------------------------ --------·- ····- - -···r· ···-------. /"t._....., r ·-r /.,..,.,,._r .. - ,11::im -.,_-::·•-.-?~~,...... --- ..j/~'$·-1..·~·.-j~~~:--:--_~: .. :-:t~~~ ... ~-··· .. ···i~-\ --. ! .. • • --·--.. .,. ___ . • • • • • ··---·-····-··-----·· \\ ',•.:_,. '·-\ '"'"'·~~-.·,... \\ ···-.... (;> < .....__,,...._ ··,·~-. '·\.:.... -., -', "'~ . - ·- '---..,-~~--- ··-~ I ,, . ._: 'I ' EXISTING RESID~ / . t::.NTl,1 10 .. • ' 5B KEY MAP NORTH SCALE: 1" = 20' 'r .,-·,.··' .-· - ------ REFc DATE BY / -· .--·· _____ ... --1S 10" I\IOT l'-S l!,UIL1 LOOPED MAINLINE REDUCTION DESCRIPTION REVISIONS APP'D. / /,/ APPROVED PATE DESIGN.ED D.G. CHECKED D.GJR.V. / // // // DRAWN 73 SB IRRIG. STAFF DATE 2" 127 TF TF ·e· 90 SB \ \ \ ..... ~-iii,~f ·ij:i-i!i·--""1"iiiii .... b .--.. ------·· ·-::::-_;:::··,. -···· _ .... ····· OF C~\. 1111 83 86 SB \ -__ , ____________ _ ---~ ________ -~------~im,.··· ------· ----. ••'' -·· ·-----· --- ----- SI 2" \ 5g TF Ill '& "f'(C.A.,t,. -....J ::c (.) I- ~ S3 2" S2 127 2" TF LATERAL SIZING LEDGEND 3/4' --------- I" 1/4"'----+I----- 1/2"~---tt+---- 2" 2 1/2"'-----+---- 4" 82 TF NOTE, LATERAL LINE SIZE BETHEEN THO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE 15 3/4", POR IRRl6ATION LEGENDS REFER TO SHEET L217 FOR IRRIGATION CONSTRUCTION NOTES REFER TO SHEET L2.18 FOR IRRl6ATION IR.WD. NOTES REFER TO SHEET L219 FOR IRRl6ATION DETAILS REFER TO SHEET L2.20-L2.22 APPROVAL FOR ONSITE RECLAIMED WATER S'l'STEM ONL'l' WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DEVELOPMENT SECTION. FOR SPECIFIC QUIREMEN~S F FOR OBTAINING SER CALL (9 9) 4 -5:300. PU l) ONSI TE APPROVAL • DA TE /(?. ~ ,:,() 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 2.5 SHEET}QQOF 133 z C s m JJ \ 1l {.11 -~ ,.., .. I - ·--~ 0 JJ ~ z G) BID AL TERNA TE NOTE: IF THE CITY ELECTS TO INSTALL THE TENNIS COURTS N:, PART OF THIS CONTRACT THE CONTRACTOR SHALL NOT INSTALL VALVES T-5 4 T-6 THE CONTRACTOR SHALL CREDIT THE CITY FOR THE VALVES. ROTORS, LATERAL LINES, CONTROL HIRES FOR THESE VALVES PER THE CITY'S ENGINEERS REQUEST AND DIRECTION. NORTH SCALE: 1" = 20' T4 43 I 1/2" SB KEY MAP T 5 613 2" TF T6 513 2" TF NORTH SB 17 SB REF: M0r AS ll,UILT DATE BY DESCRIPTION REVISIONS 6' __ ,.,,-;// <, APP'D. APPROVED DATE DESIGNED D.G CHECKED D.G./R.V. ~~ ('I"½ <"~ I ~'& \ ~ . I \ I , \1 I , \ II \ r " \ • \ . I ' I. \ \. "'--'""·, \\ ,\ \ \· \\\\ \ ' ,\ \ ' ·, \ \ \\~·~ '\,\ \ '\ \ \\ ,\ \,, •, \ \'\'-. \, '· -----~-"-" \ . . \"-\\, '·,,', ;_ u \ \\ ' _'\ \ '-.,"' ·,, ~ \ '-.'· i:-.J \~~ ,,,_ ,>., ' ''<~>-~ "~:~~~;~~'-,",, __ __ ,, ~---"'-'"'-., ·----·----------~ -----, 25~~~')-'. '\ ·>->-~ ~ ',._ ' ''. , ', ·z •. • . .___ -\ .--"-' '·. '\ /: ~--, \~ '·---. •·. '·• .. , '\ \ ) ~-. /' \_ \ '\ \ \ 1_, ) 1~ ,/ )"-\, '. ' \ I I • I "" '. ' "" , \ I , 1 ,, \ t \, ', i /1 / • ' / . '' '\ ".",---✓.:::.. ~. .. ::~/~; /iy> ♦ 10' /t / ! I MV MV DRAWN i . /j ,,-'1~/ CON.# 5 4" FS CON.# T 4" F5 IRRIG. STAFF DATE I 11· ,/ ,, .,· / I II ~ . ' • ! // ' I / 42 TF " T 7 213 I 1/2" SB 11· I ~ I /a~ LATERAL SIZING LEDGEND 3/411 -------- I" 20 SB 2" 2" 20 30 1/2" SB 15 SB CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I 1/4"~---+t----- l 1/2"----+H---- 2" 2 1/2"'------±---- 3' ----H----- 4" ------tt----- NOTE: LATERAL LINE SIZE BETHEEN TWO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE 15 3/4". FOR IRRIGATION LEGENDS REFER TO SHEET L217 FOR IRRl6ATION CONSTRUCTION NOTES, REFER. TO SHEET L;! 16 FOR IRRl6ATION IRHD. NOTES REFER TO SHEET L2 1q FOR IRRl6ATION DETAILS REFER TO SHEET L;!.20-L2.2:2 APPROVAL FOR ONSITE RECLAIMED HATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUSH THE IRVINE RANCH WATER DISTRICT 5U5DIVl5I0N/ DEVELOPMENT SECTION. FOR SPECIFIC QUIREMENTS ~ FOR OBTAINING SERV CALL (94 453 5300. PCtl f, , -1 .. /i7a, ONSITE APPROVAL DATE BONITA CANYON 31872 Camino Capistrano SPORTS PARK San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 IRRIGATION PLAN 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH 1.,2.6 PUBLIC WORKS DEPAR~ENT SHEETlQlOF .I < -1. ' m ' TI □ ' " • • ~ TI rn 0 • C 2l " z s " \;: z I 0 r 0 ~ 0 ! i ; ~ ' § ~ ~ . 0 ~ ~ z _rn 0 • C ~ 0 Ji s ~ z ~ 0 5 ~ 0 o 0 ~ ~ ; ~ " \l 133 z C ~ m m JJ ·sfWo ~ll ~Sffi ... :s z 1' ..i:;. c· ~ 5'. m m JJ ) -·--_.,,, (,) 0 JJ ~ z G1 54 5B 2" 81 55 TF 2" 38 T II TF 71 10 TF 2" 51 T9 TF 2" 40 TB TF I 1/2" 2 22 56 5B I " 3 57 TR I " 55 58 TF 2" J \ • -··· --···•·· --· -... ,. ----............ --·· CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 0 10 20 40 I "'' ., "'""' .. " •• , NORTH SCALE: 1" :;:: 20' --- -· .- . --~,.-.----- / ---15:\.._-_ _;_,/tr--_::;:>c"\-15 / !//// ~ ,.=,;,-.=:,.,,.-",-.__;.-,' ~ 14 "-,, ) / /.--/<..,, \ / ', "~ ~' / " ---~ '·"' "' ' ----·, ---- --' ---''<" ·,, ___ .---· ' TF 67 2" TF 3 NOI\TH 15 . ,-----_---:-.;:------_ ... -15 15 CON.It Q MV 4" F5 2" POC !ti M 4" B5 CON.It 0 MV 8" F5 3" LATERAL SIZING LEDGEND 3/4" --------- I" 1/4"--------rt----- 1/2'"'-----+I+----- 2 1/2'''-' ----,f----- 3• ____ * ___ _ 4" ------rt----- 85 5B TF 91 5B NOTE, LATERAL LINE 512.E BETWEEN TWO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME_ MINIMUM PIPE 512.E 15 3/4". FOR IRRl6ATION Ll::6END5 REFER TO SHEET L217 FOR IRRl6ATION CONSTRUCTION NOTES REFER TO SHEET L2.l8 FOR IRR16ATION I.RHO NOTES REFER TO SHEET L2.l9 FOR IRRl6ATION Dl:TAILS REFER TO SHEET L2.20--L222 APPROVAL FOR ONSITE RECLAIMED WATER S'fSTEM 0NL 1 WATER METERS AND ALL CONNECTION$ TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS~~ FOR OBTAINING SERVI ALL (94 ) 453 5300. PG# ,y,1d ONSITE APPROVAL_l!.£.~C..:....-1...:.c..L.~=-DATE @/~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I. 2.7 SHEET i020F 133 • \ ) z C s:: OJ m :u 0 :0 ~ z r:, 90 5B 12 22 TR I " 30 N 21 5B I 1/4" 8 TR / C .A"-· ....... 0 er: 0 0:: 0 LL NORTH 20 40 0$ H~M j:j ' h{:¼I hi ;;J SCALE: 1" = 20' / / , Ii / I I / KEY MAP REFr NORTH l\JOT A!, DUILT 'r-DATE BY DESCRIPTION REVISIONS APP'D. APPROVED PATE DESIGNED D.G. CHECKED P.G./R.V. PRAWN IRRIG. 5 TAFF PATE OF C~L I I} I I ' I i I I I I 1, I I ii j I I I i I ~' I ' I I I ' I ' . ' I I I I I I I , ! I I ., ! I I I I ! N6 I" N5 10 I " TR 55 TF 11 TR N 2 20 I" TR 16 TF CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 3/4" -------- I" I 1/4""----f+----- 1/2"'-----+H------ 2" 2 l/2"'----1----- 4• NOTE, LATERAL LINE SIZE BETHEEN THO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4". FOR IRRl6ATION LEGENDS REFER TO SHEET L2.I7 L2 _1A FOR IRRl6ATION CONSTRUCTION NOTES REFER TO SHEET v FOR IR.Rl6ATION I.RHO. NOTES REFER TO SHEET L2Iq FOR IR.Rl6A TION DET ALS REFER TO SHEET L2.20-L2 22 . APPROVAL FOR. ONSITE RECLAIMED HATER SYSTEM ONLY !-<ATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROLi?H THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELQPMENT SECTION. FOR SPECIFIC R QUIREMENTS F9.!s, FOR OBTAINING S~ GALL (94 45 5300. PCB l'/','-lJ ONSITEj APPROVA~ • DATE ;M., 31872 Camino Capistrano San Juan Capistrano, CA 9267f? 949 661-7127 FAX 949 248-25913 BONITA CANYON SPORTS PARK IRRIGATON PLAN 1214 East Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L2.08 5HEET1030F 133 z C s: [D m :0 ) 0 :0 ~ z G1 37 N IB 10 5B I 1/2" TR 65 5B 102 5B xx 5B 125 TF 56 TF POC lt2 RECLAIMED WATER INFORMATION HATER METER ELEVATION: 170' 450' HATER POG H.G.L.:""=~-------.-is'-"'=a,- POC STATIC PRESSURE: 120 PSI REQUIRED Dl'NAMIG PRESSURE: 96 PSI MAXIMUM PEAK IRRIGATION DEMAND: 252 6PM CIVIL STATION NO: 20+-?>A.25 METER ADDRESS: 1801 1loNfTA CANl'0N TOTAL AREA SERVED: 283140 SQ.FT. MANA: 283,140 sq.ft. • 48.2 • .62 • .e, = 6,769085 GAL./l'R. ENU TURF: 152,460 sq.ft. • 48.2 • .62 • .95 I .7 = 6,183,299 GAL./l'R. ENU SHRUB: 130,600 sq.ft. • 48.2 • .62 • .4 / .625 = 2231567 GAL./l'R. TOTAL EHU: 8414866 GAL./l'R. SET PRY/MY FOR CONTROLLER 'M' AT: 89 PSI SET PRY/MY FOR CONTROLLER 'N' AT: 96PSI 55 15 125 5B TR I " TF Bl D AL TERNA TE NOTE: IF THE CITY ELECT$ TO INSTALL THE RE5TROOM 6ULDING AS PART OF THIS CONTRACT THE CONTRACTOR SHALL INSTALL VAf..VE N-18. THE VAf..VE 51ZE SHALL BE I". THE CONTRACTOR SHAf..L Af..50 PROVIDE TEN ( 10) POP-UP SHRU6 BU6BLERS AND NECESSARY LATERAf..S FOR THE THREE PLANTERS AT THE SIDES OF THE 6ULDt,e. $PACE 6UBBLERS 2'6" APART THE CONTRACTOR SHALL CRl:DIT THE CITY FOR THE ROTORS AND UNUSED LATERAL LINES, FOR THIS AREA PER THE CITY ENGINEERS REQUEST AND DIRECTION 0 I NORTH SCALE: 1" = 20' 92 N9 8 5B I " TR N 14 43 53 2" TF 2" 52 MATCHLINE -SEE SHEET L2.10 KEY MAP • REF· NORTH l\lOT AS !WILT 'r DATE BY DESCRIPTION REVISIONS 125 TF 48 TF APPROVED DATE APP'D. DESIGNED DRAWN D.6. IRRl6. STAFF CHECKED DATE D.G./R.V. FOR IRRIGATION LEGENDS REFER TO SHEET L2.17 z 0 >-z <( (.) - FOR IRRIGATION CONSTRUCTION NOTES REFER TO SHEET L2.18 FOR IRRIGATION IRi,,iD NOTES REFER TO SHEET L2.19 FOR IRRIGATION DETAt..s REFER TO SHEET L2.20-L2.22 88 5B 2" 37 3 I" TF POC #2 WM 3" B5 4" CON #M MV 4" F5 2" CON #N MV 4" F5 2" 48 TF 7g 5B IB 38 1/2" 5B CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 125 LATERAL SIZING LEDGEND TF 125 TF 125 TF 125 TF 3/4" ,. I 1/4" I 1/2" 2" 2 1/2" :3• 4' NOTE: L,O.TERAL LINE 5IZE BETl,,IEEN Ti,,10 IDENTICAf.. TICK M,O.RKS SHALL BE SIZED THE SAME. MINIMU'-1 PIPE SIZE IS 3/4". APPROVAL FOR ONSITE RECLAIMED I-IATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER Dl5TRICT 5UBDIVISION/ DEVELOPMENT SECTION. FOR 5PECIFIC EGIUIREMENTS F FOR OBTAINING SERV CALL (9 ) -5300.P :...:C=B..c.yc..:::;..- ONSITE APPROVAL.Q,,.~~"1-,_.15,t::::,DATE_/,"""~,__,,_~- 31872 Camino Capistrano BONITA CANYON SPORTS PARK IRRIGATION PLAN San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 L2.09 -s CITY OF NEWPORT Bf:;ACH PUBLIC WORKS DEPARTMENT SHEET 104JF 133 ·::: ii ' " . 0 ' ~ I • ' " '" " ► C ~ 0 ~ ~ i; z I 0 r 0 [ I " D ~ '!l m D i " ~ rn ' < z 0 ~ z ' ~ ' " . [ 0 ' I ' " • ' " !TI " ► C cl ~ z ~ z C $'. CD m JJ \ I v\ (j;) ('!, 0 z ""' JJ 1 ~~ z ~ ~G) .... ; z °f'~ C J~ -~-,-.S) ~ ~-._, " -~ .:s m JJ 0 JJ ~ z G) z C s'. ~ JJ ) 0 JJ ~ z (j) - 62 TF 78 TF 5B 125 TF 87 SB 103 TF \ Cl\~ <( \ I! \ !', I 0 \~i l l \i a:: i Cl a:: 0/\ LL \ :,, '!, I 11 I i i I Ii i I .1i ' I' I /, I ' i ' I 11 I ! , I I ,',, i i: : I/ i 1., I , ! I , ', i \ ! Ill.Im I llll J11 ffl If !ill-11,1111 i 18,IIEUt 1111 /i ,'',,, 1/;//i,I,;, ,/ 11 I I , , ; MATCHLINE -SEE SHEET L2 09 liD I! lil Q 111'1 ;lill II II Ill ffl lill lill m Ii 111 Ea" l!!l R I ' I ' I I I ! ;' / / 1 I/ .' / _,./ /; ,, /,//! -';/,I / / i / _/ / I I / / i I ' I 1 ' ,' / I ---I ' I ' I I I I I I, I ! I I ! / / I I ! i I ' ! ,I ! / / , ,' ; I ,I / / / / ,· ' ' / / I I / ; / / / / I / I I / I I , I / ' I ! ' j ' / / / / / I / 1 / / ! ; / //,';///. ! / I ,' / , /1-'!/./1 i I / ... , / / ,.,. I 1' / '-,1, / I I ! , I I / ' / / ! / ./ ,I i ,I / / / ; i / / / / ,I I ' I .. _/ ,.' , / / I I / I I I ! / I \ / I I / / I I i I / ! I I ! / I I I / / f ! ·--~' I ' / i i ! / .' ,1 I / ! , ! / / I ' ' .I ,' / I , / I I I ' I I / I I i ! I ' ' I \ , \ ',, I \ \ \ !1 r \ / \ i ! I ! ! I I r I /1 I I I ' , I I , , I I / ' ii / I/ ! ! ,, ii !'1 \ I ! ii I\·, '\ ! \ I ' ' ' ! -, . __ ,, _____ ·····---·· ! \ \ \ \ / \ ! ' I / / I I \ ' \ \ I \ ! I / / I ! ' I I ! \ \ \ /'//I I I / / ,I / f1 / / I I / / I! / / I I ; I / \ \ \ ' \ \ \ \ \ I I I I ' \ \ \ \ \ \ \ I I \ ' ' \ ! \ \ ! \ \ \ I i I 1 / I \ I \ ~ \ I' i\ \ I \ \ ! , I \ ! \ \ \ \ \ / I \ I \ ! \ ! \ \ \ \ \ ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \_ ' \ \ \ I \ \ \ \ ! \ \ \ \ \ ! i I ! \ \ \ \ \ \ \ \ I ! \ I El 1111 ~ 1!!111!11111 I / 1 I I I / \ \ ! I \ \ \ \ \ \ \ \ \ ---- ! I \ \ , \ I I I \ ' \ ' ' i ! ! I \ \ f I '· .. i , \ / I i \ I I \ \ ' I ' \ \ \ \ \ \ I ! I I I \ \ ,.---··• ·1--·----- MESA VIEW NORTH 10 20 r"/1• l,1:1 ,,, SCALE: 1" = 20' 81 SB 37 SB M l, . 2" M2 I 1/2" KEY MAP 'r 43 / M3 TF SB I" 125 2" TF NORTH NOT J.\5 ~UILT DATE BY DESCRIPTION REVISIONS / \ m lfil rn raea-11 m m E!l\ffl, \ /\ / I \ \ \ \ \ ' " i I '·,,Ir I I I / ,, I / I 40 SB APPROVED DATE APP'D, DESIGNED D,G. CHECKED D,G,/R,V, M5 I 1/2" DRAWN IRRIG STAFF DATE i 4 I ' 46 TF I Ii 111 E Ill ! ' fc I I i I I. f I ' ' / / /z 0 >-/·z <( t) '<( 1---z /0 al M6 I 1/2" M II 46 2" SB M 10 4g 2" TF M9 64 2" TF M8 44 I 1/2" SB LATERAL SIZING LEDGEND :l/4" --------- I" 1/2''-' -------- 2" 2 1/2''-' -----1------ 4" NOT!;, LATERAL LINE SIZE' BETWEEN TWO ID!cNTICAL TICK MARKS SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE' IS 5/ 4", FOR IRRIGATION L.EGENDS REFER TO SHEET L2,17 FOR IRRIGATION CONSTRUC.TION NOTES F\EFER TO SHEET L2.18 FOR IRRIGATION IRND, NOTES REFER TO SHEET L21q FOR IRRIGATION DETAILS REFER TO SHEET L2,20-L2,22 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIC APPROVAL FOR ONSITE RECLAIMED WATER SYSTB1 ONLY NATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FOR SPECIFIC REQUIREME~TS FOR OBTAINING SER\-'. GALL. (949) 453 5300, Pell f ONSI TE APPROVAL • • A TE 'IJ,1/ 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH PUB~IC WORKS DEPARTMENT L 2.10 SHEET 1050F 133 I 2 C s: OJ m JJ ) -- 0 JJ ~ 2 G1 100 K9 TF 2" 61 5B 22 K II TF I " 24 TF 113 TF 24 TF 24 TF 50 TF L. ' I -. r I \i ' I I \, : \ ' i i I I / • • _\, I . ' i -( L., ' / '1_ ;----- \ I I ', \ \ \ \ I ' . \ \I.II ffl \ \ ' '"•-·----..... -- 24 K6 5B I " ME w -----~~ ,, --n---~ ---~~-z ·-~t.c..e., •• , __ ----L_ Q "" I ---. Q I,,_•--J-1:!aiimmo-''- ________ ,__ --·---~-~ ... ~~-:-:~~~~::~'.=:-----~,:c-1ri~--~ .. :~:~ -·· ·:·--·-··· ------~-.. _____ ---·-··----~ -~=·, --... -·--•--·-- -- . ------·-·---• -.. -- It. --)::c::----( ------- 1: 1,/ \ • '1 ! ,,/ i\ ' I\ \ I \', ,, \ NORTH ----.. ~---1-(.)..L_ --"'' ----- '·--·-"--_, ------ i I I I I ,, ' I , __ 1 ' 40 , &I ¥1111,, SCALE: 1" = 20' 15 53 TF I I I I KEY MAP J 2 65 2" TF NORTH -,, ---------- .... "-----,, -- -------- --~>:;;;'o·,:: J 3 2" K5 26 I 1/2" 5B CON.# K K4 39 MV 4" F5 2" -···-, ... --··-· ____ .,-_--_ ---------_-_·_;.,.;_--_-_-_______ ----~ ,, __ -l_~,l,gw ;.\':\ I I L.-.... 1 ------------ ---------- ------------- -- 9/00 DATE ' ----',,,""''-----, -, \ \ I I g I" TF J 5 24 I" TF J 4 24 I " TF NOT AS BUILT ,JFa LOOPED MAINLINE & SUB-MAINLINE L!i BY DESCRIPTION APP'D. REVISIONS \ \ \ APPROVED DATE DESIGNED D.G. CHECKED D,G./R.V, DRAWN \ \ l] ! I -I I I - -I I , I I ' I I ' i ,! I ,___~....._, I I I ! a l!l!l (J) lil'3 :o ' : t:!ii:I m I m II m IRRIG, $TAFF DATE r-1,-1 .-, .. , i I fl \ I 'I,--I ,, -, I <( 0 a:: 0 >-z <( t) <( z MV K 8 53 2" TF 10 35 1/2" TF K I 37 I 1/2" 5B CON.# J 4" FS 2" CALL TOLL FREE 1-800-4 22-4133 BEFORE YOU DIG LATER.AL SIZING LEDGEND 3/4" --------- I" I 1/4'''------tt----- l 1/2'''--' ---ftt---- 2" 2 I/2"'----=F----- 3" 4" NOTE, LATERAL LINE SIZE BETWEEN THO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE 15 5/4". FOR IRRIGATION LEISENDS REFER TO SHEET L2-I7 FOR IRRIGATION CONSTRUCTION NOTl:S REFER TO SHEET L2.l8 FOR IRRISATION IRHD_ NOTES REFE;R TO SHEET L2.I9 FOR IRRISATION DETAILS REFER TO SHEET L2.20-L2.22 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS f:Qf< FOR OBTAINING SERV CALL (949) 45 5300. PCll /'f.f-6 ONSITE APPROVAL--'-"'aa • • ATF lyi/4-; 31872 Camino Capistrano BONITA CANYON SPORTS PARK IRRIGATION PLAN San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 2.11 5HEET1Q60F 133 I I' I ,1 I : I z C s: CD m II ) 0 II ~ z GJ 34 5B 18 TF CON.# H MV 4" F5 2" H 11 I 1/2" I " Cl ~ er Cl er 0 LL 6' 31 5B ' I I '',;:) ; • ·-·,y "· i ·, \ I I I -., I . I \, !'~ /·· 1' .'s I ;1' , i/ ,, ;, ;:, J ' ,, rW,,-, .><.V'll[:, ., I i; •• \ \-~-\ \_ ' \ . \ ' \ , I I \ \----• 'I:\-~ )l)' I ij; 'I / / ,_ I • I I I ' ' ·---,, ---1 i, I ' \! ' \ I • ' ' ' ;; \ i -, ui ,, !! I • I ,, ,, • ,, !i !1 ii Ill I -, ,I ii 1, 1: ii I IO ; -I " 26 TF I 1/2" 10 TF I " --• -\ \ 11110-il I! lllil I! 111111 48 H5 5B 2" NORTH ' '•/;----"'"·'"'·-·";i!-'---"/,· , I / / I / :1 ,, ' ! I ! 69 TF 45 TF I r-->,if-~" --., r -- 1 ,I ---··-··· ---- 1i I i,I I-, ,, ,,, ,----- 10 20 SCALE: 1" = 20' I liil Ii II el I ~11!f&i ---, rvlATd~LIN I KEY MAP 2" NORTH -·-----,✓'< .,✓"- / 9/00 Jfa DATE BY \c•" ; \ ' ' -----· NOT AC', BUI Li LOOPED MAINLINE & DESCRIPTION REVISIONS 58 80 TF I / &. APP'D. 12 I " 13 2" APPROVED DATE DESIGNED D.6. CHECKED D.6./R.V. / / DRAWN IRRIG. 5 TAFF DATE I /,, I ' /:/ I = I ' 11 I " / ii' Ii ' I N ( ,' j,l -., . j ,("i ' !)ii , I I I: I ' I i i ·' I ' I ' ' 0 <( 0 er.: z 0 >-z <( (.) ~ 11 10 68 TF 68 TF 27 TF 32 TF LATERAL SIZING LEDGEND 3/4" --------- I" 1/4"~----++----- 112•~---tt-t---- 2" 2 1/2"'-----+---- 4" NOTE, LATERAL LINE SIZE BETWEEN THO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE IS 3/4", FOR IRRIGATION LEGENDS REFER TO SHEET L2I7 FOR IRRIGATION CONSTRUCTION NOTES REFER TO SHEET L2.I8 FOR IRRIGATION I.R.1-1.D. NIOTES REFER TO SHEET L2.I9 FOR IRRIGATION DETALS REFER TO SHEET L2.20-L2.22 APPROVAL FOR ONSITE RECLAIMED I-IATER SYSTEM ONLY NATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DEVELOPMENT SECTION, FOR SPECIFIC QUIREME~TS F FOR OBTAINING SER CALL (9 9) 45 -5300. Pal ONSITE APPROVAL • ATE :.I e>,::, 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 2.12 • SHEET1Q70F 133 ~ ~ I 0 5 ; 0 0 ~ J m ~ < e 5 < z ~ □ ' ~ " ~ z f" 0 ~ C ~ D " z ,. ~ s;: z I D 5 ~ 0 ~ ~ ~ ~ i ~ " 0 ' ~ " i z .m 0 ~ C ~ D ~ ,. ~ ► z I D 5 ~ 0 D ~ ~ 0 " ! ~ z 5 ~ z -, I z C s: CD S:l \ I If□ ~1 ~-z fj~ 'F 11 -D :u ~ z G) z C s.: :ll~ ! :u -! -UI V' D :u ~ z G) 54 TF 36 TF 46 SB 77 TF SB 42 SB TF H3 2" C) ~ 0::: Cl a::: 0 LL F 11 2" '. I I :; I I . \ ' ' I . I I I ( \ \ \ \ ' ll ; 'i --- I ,I I ,. 1/---------- ii I n . ---·-------•-· ,, Ii \ \ ' \ 42 SB H4 2" HI SB 31 Be, G7 TF TF 2" KEY MAP NORTH SCALE: 1" = io• <r !-~---.: ' ' I ··l I -I I ! 1-I i / _,,, 14 1/2" ' \.. 26 TF I I i MATCHLINE -SEE SHEET L2.14 EF• NIJT A.S l!,UIL1 NORTH 9/00 JFa LOOPBl M:INUNE & SUB-MAINLINE DATE BY DESCRIPTION REVISIONS ' I ' I / i ' ' I I I ' I r \ ,• \ i ' ' I I ' I I \ I I i ill . I ' \ \ \ ! \ .... --· 11!1 I I I / • / ! I ! • ; / 11111;1 1 APPROVED. DATE APP'D. DESIGNED D.G. CHECKED D.G./R.V. DRAW IRRIG. STAFF DATE ' I I I i ' / t: I I . I ' • I i '~--- 12" / 17 Bl 2" TF 16 38 I 1/2" TF 15 88 2" TF CON.# I MV 4" FS 2" 14 58 2" SB 5 POC lt3 M 6" BS 12" Cl 0 0::: z 0 >- CON.It A V 8" FS 41 SB 45 56 i.lf"'</%/1 ~ (.) : I POC #3 REC.LAIMED WATER INFORMATION WATER METER ELEVATION: '200 WATER POC H.6.L.: 456' POC STAT!<;; PRESSURE: I~ PSI REQUIRED DYNAMIC PRESSURE: PSI MAXIMUM PEAK IRRl6ATION DEMAND: 965 6PM CIVIL STATION NO: ~7IL METER ADDRE55:IITA CANYON TOTAL AREA SERVED: 51fl'64 '?Q.FT. MAWA: 518,364 oqJt. • 48.2 • 1,2. • .8 '" 12,992#32 GAL./YR. EWU TURF: ~.ft. • 48.2 • .62 • . .CS I .7 • ~ 6ALJYR. EWU SHRUB: 126,324 sq.ft.•~ • .4 I .625 • 2157,181 GALJYR. TOT AL EWU: i8Q51,092 GALJYR., SET PRV/MV FOR CONTROLLER 'A' AT:i•· 51, SET PRV /MV FOR CONTROLLER 'B' AT: • • 51 SET PRV /MV FOR CONTROLLl:;R 'C' AT: Sr SET PRY /MV FOR CONTROLLeR 'D' AT: • 51- SET PRV /MV FOR CONTROLLER 'E' AT:---.. J.51 SET PRV/MV FOR CONTROLLER 'F' AT: <9 ~i' SET PRV/MV FOR CONTROLLER 'G' AT~,. _Pst· SET PRV /MV FOR CONTROLLER 'H' AT: · I \ SET PRV/MV FOR CONTROLLER 'I' AT: SI·· , , SET PRV/MV FOR CONTROLLER 'J' AT: •. PSI SET PRV/MV FOR CONTROLLER 'K' AT: 6§ PSI LATERAL SIZING LED6END '3/4' -------- J.,~•il • 6 z I 0 I 1/4-~----ti---- l 112•-----+1+---- -.:t ----±----- ! / I I I I I" aJ / gg TF 54 SB CON.It G 2 112•·----,---- '3' ----'tE------ 4" -----+t----- NOTE: LATERAL LINE SIZE ElETI-IEEN THO IDENTICAL TICK MARKS SHALL ElE SIZED THE SAME, MV 4" FS 2" MINll'VM PIPE SIZE IS 3/4", , • i: r FOR ~l&ATION LE5ENDG REFER TO 5Hl:ET 1-2-17 FOR !RRl&ATION CONSTRIJGTION NOTES ReFER TO SHEET L2.18 FOR IRRl&ATION I.RW.D. NOTES REFER TO SHl:ET L2.1g FOR IR,Rl&ATION DETALS REFER TO SHEET l.,2.2o-L2.22 CALL' TOLL FR~E 1-800-4 22-4133 BEFORE YOU OIG 1'PF'Rt:NAL FOR ON&ITE RECLAIMED HATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RI\NGH WATER DISTRICT FACILITIES ,ML.sT ElE APPLIED FOR/OR APPROVED TH!<;OU5H THE IRVINE RAt-iCH l,,IATER DISTRlc:;,T SUl3D1VISION/ DEVELOPMENT SECTION. FOR SPECIFIC R IREMENT5 ~ F~ 06TAININ6 SER.~:),CALL (949 453 '300. PCII /'f-(-0 ONqlTE APPROVAL~~~l,,:::~:J..c:..L~;=::DATE t"'/41- 3187~ Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 12141:ast Green street Pasadana,CA 91106 626 795-:j!006 FAX 626 795-2647 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEVVPORT BEACH PUBLIC WORKS DEPARTMENT L2.1~ 5HEET1080F 133 'I I I I ) \ I z C ~ CD rn IJ ? "' -~ ' -J 0 IJ ~ z G) 68 5B 70 F6 TF 2" 12 F7 TF I" 54 F8 TF 2" CON.# F MV 4" FS 2" Ii .,,i~l ! :I, ', \!, Ii ,.,,_..,_I: \1 \ \ I "' i ! I \ I @ NORTH I ) ' / I 1 /, 0 [ 85 TF ' I ! / !/ )' 10 // / GI 2" .. • I i I ! I i-··1 ! I ' I ,;c., I I i I / I I I I ' I I I I ,;c. I i i:J. l i ,.,, I SCALE: 1" = 20' 12 TF 53 G2 II i Ehli m ii Q i Ii KEY MAP 40 I 'r G3 I " ~ @ NORTH ' I I ;· i I I / I . . . II ..... . REF• N.OT 9/00 JFa DATE BY 24 TF i ' __ ./' / // / ,,/., PIS ~UILT DESCRIPTION REVISIONS 102 i i I ' / I / I ' 70 TF ' / I I _,_ ___ , ___ ., ·--···----------.. / ....... . & I / I APP'D APPROVED DATE DESIGNED D.6. CHECKED D.6./R.V. . )flilii.--.; ,..__,,_,. ·• m I a 1 ~ --~·-/ ------·-·· .. -· ... ,.-. I DRAWN IRRl6. STAFF DATE I I ! ' ! I . I I I I '' ! I I I I i I \ I i I I \ I . )> () )> ~ 0 z \ 1C \ I \ I \ LATERAL SIZING LEDGEND 5/4" --------- I" 1/4"~---tt----- 1/2"-----Hi---- 2" 5' ----±±:----- 4" ----rr----- NOTE• LATERAL LINE SIZE BETNEEN TNO IDENTICAL TICK MARKS SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE 15 3/4". FOR IRRl5ATION LEGENDS REFER TO SHEET L2.17 FOR IRRl5ATION CONSTRUCTION NOTES REFER TO SHEET L218 FOR IRRl5ATION IRl,,ID. NOTES REFER TO SHEET L2.lq FOR IRR15ATION DETAILS REFER TO SHEET L220-L2.22 76 TF 65 2" SB E II 2" 53 TF 64 TF CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ' \ I ' \ \ I I \ \ I \ \ I I \ \ \ \ \ \ \ \ I 58 2" TF 58 2" TF E 7 66 2" SB APPROVAL FOR ONSITE Rl=CLAIMED l,,IATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FO FOR OBTAINING SE~Adg)z:5500. Pell ONSITE APPROVAL 1.-• , DATE /.> ~ 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK IRRIGATION PLAN 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORK$ DEPARTMENT L 2.14 SHEET 1090F 133 I ~ " 0 ' I ~ " !" n e' ~ 0 '!! ~ ~ z I 0 r 0 ~ n 0 ~ 1l ~ 0 m ~ < z a C z < ~ 0 ' I " > " !" n > ~ a ~ ~ ~ ~ z :,: 0 5 I ~ 0 0 ~ ~ " ~ ~ •• z D r s z I z C s [Il m JJ ~~o -< ~ JJ JI"~~ ..f s~ r-:'§ z .C C ~:;: [Il m JJ \ 01 -s ~ ~ ~ -v ~ ::. 0 JJ ~ z G1 z C s [Il m JJ -0 ~ ·--a: ) 0 JJ ~ z G) .. I \ I ' \ 15 56 \ \ .. TF 23 TF 0 <( 0 ex: 0 ex: 0 48 Bl u.... 56 2" 75 B2 56 2" NORTH \ \ \ \ \ \ \ SCALE: 1" = ?0' I I I I I I I ' I I F4 62 :2" TF F3 2" ,, _____ _ ·---. ----·-----------------~ .... KEY MAP NORTH F :.2 72 2" TF 61 TF Fl 58 2" TF D II 53 2" TF 2.14 10 35 1/2" TF D9 2" ( • . . \ • . . \ -. ' ' • . ' ' . ' . . \ ,, ' \' ·, ' ' •••• ------- I \ I, I ! I I I \ • I \ \ ' ' i NOT l\S blllLT D5 85 2" TF D4 53 2" TF APPROVED 9/00 JFa I.COPED MAINLINE & SUB-MAINUNE ,& DATE DATE BY DESCRIPTION REVISIONS APP'D, DESIGNED D .. CHECKED D.G/R.V. D7 23 1• TF 24 TF DRAW IRRIG. STAFF DATE 41 TF i IJ I i ' I I I \ ' \ \ I I ~- I I I I I I 0 <( 0 ~ 110--·. I I 16" CON.# E MV 4" F5 2" E6 7 I" TF CON.# D MV 4" F5 2" E5 2" 1/2" TF LAT~AL 51ZIN6 LEDGEND 58 TF 3/4' --------I'-------- I l/4-''------1,1----- I 112•~------- 2 l/2""----3'----- 3' ---~---- 4• ----tt---- NOTE• LATERAL LINE SIZE BETWEEN TWO IDENTICAL TICK MARKS SHM.L BE SIZED THE SAME. MINIMU'1 PIPE SIZE IS 3/4". FOR IRRl6ATION ,Lt;GENDS REFER TO SHEET L2.17 FOR IRRl6ATION CONSTRUCTION NOTl:S REFER TO SHEET L2.18 FOR IRRl6ATION I.RJ.ID. NOTl:S REFl;R TO SHEET L219 FOR IRRl6ATION Dl:TALS RE~ TO SHEET L2.20-L2.22 CALL TOLL FREE 1-800-4 22-4133 BEFORE YOU DIG N'f'f/1.0VI-J... FOR ONSITE Rl:GLAIHiO WATER SYSTEM ON\,.l' WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH 1-s!ATER DISTRICT FACILITIES MUST BE APPLll:D FOR/OR APPROVED THROU6H THE 11<,VINE RANCH WATl:R DISTRICT SUBDIVISION/ DEVELOPMENT Sfl:C,TION. FOR SPECIFIC REQUIREMENTS F:Qg FOR 06TAIN1NG !;ER~;:;. 44~. Pal ~- ONSITE APPROVAL • , DATE /d/-1, CO 31872 Camino C:::11Plstrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Grepo Street Pasadena, CJ!t 91106 !526 795-2008 FAX '52!5 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PL,AN CITY OF NEWPO~ BEACH PUBLIC WORKS DEP,'RTMENT L 2.15 SHE~TllQOF 133 ~ ' 0 ~ , D ~ ~ ~ i rn ~ z "' D ,. C I a " z ~ I I I I I ~ z I 0 r D I ~ D O D ~ ~ § ; ~ a § ~ ~ Q ~ . , D ~ 0 ~ ~ ~ D z rn D /:" a I ~ ~ z B r D ,. D D ~' I D f: ~ ,· D :0 $: ~ ~ ' z B ' C z ' i ' • • 0 " I rn ' • D rn \; C a " ~ ,. z C s: CD rn JJ ' -1 1 ?0 ~ JJ iif~~ 3)~ r., z • ~ G) ""' ;:I 7-..:;:. z s~ CD rn :0 ~ I tr\ -f:u I.. ...... ' (/, -3. 0 ,..,S\ JJ ~ s::: " ::r ~ z G) z --...v C ,-s: ~ . CD :5 rn JJ -== 0 ·--~ oJ ) 0 JJ ~ z G) 11 TR 10 SB Ill 20 TF 20 B7 SB I" TF B3 I" 8 SB B5 I" 0 u- 1\(,, ·; • I I \ \ -\ \\ \ \ 'I I II '' ' I ', \ \ 11- \..'.,\_. '(~ \"'\ ' \ 1\. ,, i 24 TF 85 TF 53 I / / ~ I i ' I I I I I \// ' I \ ~ 0 I #fM NORTH SCALE: 1" = ?0' Cl / / / ,40 1 ' I I I I I ' \ KEY MAP <r- I \ \ ' ' \ ' ! / ! I I ' MA T;CHL\NE - .. "-·· •• PRAIRIE ROAD NORTH JFa DATE BY \. ' \ ', I I ', I \ \ \ I \ I j i ···•••• 18 TF CON.# B 25 •' .. .1. ./ / MV 4" FS 2" NOT AS ~UILT E:D MAINLINE & SU8-MA1Nl.8'1E DESCRIPTION REVISIONS APP'D, DESIGNED D .. Cl!ECKED D.w,/R.V. \•~•r1 8, l \ \ l \ i I ' I I I I \ ; I \ I I I I 1 \ I I ' ' ' I I ' I \ ' ! I I \ I I I I ! I \ I \ 46 DRAWN IRRIG. STAFF DATE \ ' \ I \ \ E 2 2" 40 TF 102 TF 112 TF CON.# C MV 4" FS 2" 35 41 TF '-1 1, \ \ "· ....,-._a ______ -f-=_:..::~:.,:53=-- TF \\ I Ii I ~ TYPllA.L. 56 LATERAL SIZING LEDGEND 3/4"-------- 1• -------- I 1/4~----tl---- I 112'---...... ---- -;t' ----±---- 2 112•·---±---- 3• ----±1:----- 4• ----tt----- NOTE, LATERAL. I..INE SIZE BETWEEN TWO IDENTICAL. TICK MARKS SHAI..I.. BE SIZED THE SAME. MINIH.JM PIPE SIZE 15 3/4". FOR IRRIG,._ TION 1..EISENDS REf'ER TO SHEET L2,i7 FOR IRRIG,..TION CONS~TION NOTES REFER TO SHEET 1..2.18 FOR IRRIG,..TION I.RI-I.D. NOTES REFER TO SHEET 1,.2.fq FOR IRR!Gf\TION DETALS REf1i:R TO SHEET L2.20---L222 CALL TOLL fREE 1-800-422-4133 BEFORE YOU 0IG . 318'1'2 Camino Capistrano San Ju;11 Capistrano, CA 92875 949 661a7127 FAX 949 248-259f 12141:ast Gll!en Street P.J•adena,CA 91106 626 79tf-,~008 FAX 626 795-254?' P-51 ....s BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NE~ORT BEACH PUBLIC WORK$ DEPARTMENT L 2.16 ! . D ~ ~ " ~ n ,, C ~ 0 ~ j, I I I ' ~ I 0 5 ~ n 0 t ,l $ 0 L • ~ ' .. z 0 " ,. i. ' - ~ • r_i""' -~ ~ - "'g .-~ ;:s z C ~ CD fT1 JJ \ I "P so 1 ·;> 0 :u ~ z (j) z C s: [I) fT1 I] ) I 0 JJ ~ z (j) IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBERS DESCRIPTION FLOW RATE IN GPM RADIUS PSI DETAIL NUMBER F H Q V.A.N. WITH NOZZLE SIZE 4 TYPE FULL HALF QTR. THIRD V.A,N. 0 c!:, I!, TORO 570Z-PRX-6P-COM-E-8': H, Q, 4 T-PC * 6" POP-UP TURF SPRAY HEAD 0.44 0.22 0.29 8' 30 @ @ @ @I TORO 570Z-PRX-6P-COM-E-IO': F, H, Q, 4 T -PC* 6" POP-UP TURF SPRAY HEAD 1.33 0.66 o .. 33 0.44 10' 30 Ell e E9 ® TORO 570Z-PRX-6P-COM-E-12': F, H, Q, 4 T -PC* 6" POP-UP TURF SPRAY HEAD 1.92 0.96 0.48 0.64 12' 30 0 e e e:I TORO 570Z-PRX-6P-COM-E-15': F, H, Q, 4 T -PC* 6" POP-UP TURF SPRAY HEAD 3.00 1.50 0.75 1.00 15' 30 G1 () () i3 TORO 570Z-12P-COM-8': F, H, Q, 4 T-PC * 12" POP-UP SHRUB SPRAY HEAD 0.65 0.44 0.22 029 8' 30 (J ¥ .. ~ TORO 570Z-12P-COM-10': F, H, Q, ¢ T -PC* 12" POP-UP SHRUB SPRAY HEAD 1.33 0.66 0 .. 33 0.44 10' 30 g y .., ~ TORO 570Z-12P-COM-12': F, H, Q, 4 T -PC* 12" POP-UP SHRUB SPRAY HEAD 1.92 0.96 0.46 0.64 .12' 30 eJ 'y' ... ';I TORO 570Z-12P-COM-15': F, H, Q, 4 T -PC* 12" POP-UP SHRUB SPRAY HEAD 3.00 1.50 0.75 1.00 15' 30 l!l ~ TORO 570Z-12P-COM-4S-SST-PC 4 4-EST-PC 12" POP-UP SHRUB SPRAY HEAD 0.50 0.43 4' X 30' 30 CII TORO 570Z-4P-COM-FB-200-ADJ-PC 4" POP-UP SHRUB SPRAY HEAD .5 1.5' 30 □ 570S-FB-200-ADJ-PC NOZZLE SHRUB BUBBLER ON RISER .5 1.5' 30 @ TORO 3416 -00 -01 4" POP-UP TURF ROTOR 2.40 16' 35 ®) TORO 3406 -00 -01 4" POP-UP TURF ROTOR 1.20 16' 35 Cf§ TORO 3404-00 -01 4" POP-UP TURF ROTOR 0,70 16' 35 @ TORO 3416 -00 -02 ** 4" POP-UP TURF ROTOR 3.00 22' 35 @ TORO 3406 -00 -02** 4" POP-UP TURF ROTOR 1.50 22' 35 @ TORO 3404 -00 -02** 4" POP-UP TURF ROTOR 0.60 22' 35 @ TORO XP-300P-F-05 ** 4" POP-UP TURF ROTOR 4.20 29' 35 @ TORO XP-300P-H-05 ** 4" POP-UP TURF ROTOR 2.20 29' 35 @) TORO XP-300P-Q-05 ** 4" POP-UP TURF ROTOR 1.10 29' 35 @ TORO XP-300P-F-07 ** 4" POP-UP TURF ROTOR 6.20 35' 35 @ TORO XP-300P-H-07 ** 4" POP-UP TURF ROTOR 3.10 35' 35 ff TORO XP-300P-Q-07 ** 4" POP-UP TURF ROTOR 1.60 35' 35 @ TORO XP-300P-F-09 ** 4" POP-UP TURF ROTOR 6.00 39' 35 @ TORO XP-300P-H-09 ** 4" POP-UP TURF ROTOR 4.00 39 35 @f TORO XP-300P-Q-09 ** 4" POP-UP TURF ROTOR 2.00 39' 35 0J) TORO 5416 -12 -01 12" POP-UP SHRUB ROTOR 2.40 16' 35 Q]@ TORO 3406 -12 -01 12" POP-UP SHRUB ROTOR 1.20 16' 35 11 TORO 3404-12 -01 12" POP-UP SHRUB ROTOR 0.70 16' 35 @ TORO 3416 -12 -02 ** 12" POP-UP SHRUB ROTOR 3.00 22' 35 @@ TORO 3406 -12 -02 ** 12" POP-UP SHRUB ROTOR 1.50 22' 55 1 2 TORO 5404 -12 -02 ** 12" POP-UP SHRUB ROTOR 0.60 22' 35 @ TORO XP-500HP-F-05 ** 12" POP-UP SHRUB ROTOR 4.20 29' 35 @)~ TORO XP-300HP-H-05 ** 12" POP-UP SHRUB ROTOR 2.20 29' 35 TORO XP-500HP-Q-05 ** 12" POP-UP SHRUB ROTOR 1.10 29' 35 @ TORO XP-300HP-F-07 ** 12" POP-UP SHRUB ROTOR 6.20 55' 35 o@ TORO XP-300HP-H-07 ** 12" POP-UP SHRUB ROTOR 5.10 55' 35 TORO XP-300HP-Q-07 ** 12" POP-UP SHRUB ROTOR 1.60 55' 35 @ TORO XP-300HP-F-09 ** 12" POP-UP SHRUB ROTOR 6.00 39' 35 ~@ TORO XP-300HP-H-09 ** 12" POP-UP SHRUB ROTOR 4.00 59' 55 1 9 TORO XP-300HP-Q-09** 12" POP-UP SHRUB ROTOR 2.00 39' 35 16. TORO -S-2001-E: HITH A #24 NOZZLE LARGE TURF POP-UP ROTOR 21.1 63' 50 TORO -S-2001-E: HITH A #24 NOZZLE LARGE TURF POP-UP ROTOR 21.1 63' 50 • TORO -S-2001-FE: HITH A #24 NOZZLE LARGE TURF POP-UP ROTOR 21.1 63' 50 bCJ TORO -5-2001-E: HITH A #16 NOZZLE LARGE TURF POP-UP ROTOR 16.6 60' 50 TORO -S-2001-E: HITH A #16 NOZZLE LARGE TURF POP-UP ROTOR 16.6 60' 50 0 TORO -S-2001-FE: HITH A #16 NOZZLE LARGE TURF POP-UP ROTOR 16.6 60' 50 fi6 TORO -S-2001-E: HITH A #6 NOZZLE LARGE TURF POP-UP ROTOR 5.6 40' 50 TORO -S-2001-E: HITH A #6 NOZZLE LARGE TURF POP-UP ROTOR 5.6 40' 50 0 TORO -S-2001-FE: HITH A #6 NOZZLE LARGE TURF POP-UP ROTOR 5.6 40' 50 WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, 15 LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD * WITH A TORO "PCD" PRESSURE COMPENSATING DEVICE FOR LOW FLOW AND RADIUS CONTROL. ** THESE PARTICULAR ROTORS CAN BE ADJUSTED 25% DOWN FROM THERE STATED RADII, REQUIRED FOR PROPER COVERAGE, 15 LESS THAN RADIUS SHOWN ON LEGEND. PHONE NOTES: REFER TO THE PHONE CONNECTION PLANS PREPARED BY RGI AND WEST COAST DESIGN PLANS FOR THE PAC-BELL CONNECT TO THE IRRIGATION CONTROLLER ASSEMBLIES. THE CONTRACTOR SHALL LOCATE, CONNECT INTO THE 2" CONDUIT 4 PHONE CABLE AS REQUIRED BY PACIFIC BELL, AND EXTEND THE CONDUIT 4 CABLE TO THE IRRIGATION CONTROLLER ASSEMBLY. CONTRACTOR SHALL PROVIDE AN ADDRESS, AND MAKE APPLICATION FOR SERVICE TO PACIFIC BELL. APPROVAL FOR ONSITE RECLAIMED HATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC EQUIREMENTS/F.,9E., FOR OBTAINING 5ERV CALL (g 9) 4 -5300. PC!! 3c ON51TE APPROVAL -DATE /;/4_& ( DATE BY IRRIGATION LEGEND e I I :M~ll!><I: \ _________ J I I :M ~@t>-4 : [ ____________ .J I I iM~~i I WI j _________ J @] ---- REGLAIMED HATER METER PER THE ENGINEER'S SEWER 4 HATER PLAN. SEE IRRIGATION CONSTRUCTION NOTES FOR FURTHER INFORMATION. BASKET STRAINER ASSEMBLY-WATTS 97FB CSSIB CAST STAINLESS STEEL BASKET STRAINER. WITH A 60 MESH STAINLESS STEEL BASKET STRAINER, SIZE PER PLAN. FLANGED GATE VALVES, SEE LEGEND FOR MODEL NUMBERS, AND SIZE GATE VALVES PER PLAN. INSTALLED HITHIN A CARSON INDUSTRIES LARGEST VALVE BOX WITH A SPRING ASSISTED STEEL DOORS. BASKET STRAINER/MASTER VAVLE ASSEMBLY-HATTS 97FB CSSIB CAST STAINLESS STEEL BASKET STRAINER. HITH A 60 MESH STAINLESS STEEL BASKET STRAINER, SIZE PER PLAN. FLANGED GATE VALVES 4 MASTER VALVE, SEE LEGEND FOR MODEL NUMBERS, SIZE PER PLAN. INSTALLED HITHIN A CARSON INDUSTRIES LARGEST VALVE BOX WITH A SPRING ASSISTED STEEL DOORS. SUB-MAIN MASTER VALVE ASSEMBLY-FLANGED GATE VALVES, 4 MASTER VALVE, SEE LEGEND FOR MODEL NUMBERS, SIZE PER PLAN. FOR FURTHER INFORMATION REFER TO THE IRRIGAION DETAILS. INSTALLED WITHIN A CARSON INDUTRIES VALVE BOX #2436 HITH THREE (3) EXTRA BODY EXTENTIONS. MATCO BALL VALVE 754 SERIES FOR MAINLINE SIZES 2" 4 SMALLER, 4 NIBCO F-619 FLANGED 6ATE VALVE WITH A 2" OPERATIONAL NUT FOR MAINLINE SIZES 2-1/2" 4 LARGER. GRISWOLD FLANGED, NORMALLY OPEN, PRESSURE REDUCING, SUR6E RELIEF SOLENOID MASTER VALVE. REFER TO PLAN FOR VALVE SIZE, AND LOCATION. FOR I" -3" USE A MODEL NUMBER OF 2165, FOR ANY MASTER VALVE OF 4" SHALL USE A MODEL #2165P, FOR ANY MASTER VALVE OF 6" SHALL USE A MODEL #2165Q , AND FOR ANY MASTER VALVE OF 8" SHALL USE A MODEL #2165R. FLON SENSOR: EVFM SERIES FLON SENSOR. NITH EV-CAB-SEN CABLE INSTALLED NITHIN A 1-1/4" HIRE CONDUIT FROM THE FLON SENSOR TO THE COORESPONDING CONTROLLER. SIZE FLOW SENSOR PER THE IRRIGATION PLANS. CRISPIN UNIVERSAL AIR/VACWM RELEIF -UL-10, SEE PLAN FOR LOCATIONS, AND SEE THE IRRl6ATION DETAILS FOR FURTHER INFORMATION. GRISWOLD DHS-PRV PRESSURE REGULATING REMOTE CONTROL VALVE, SIZE PER PLAN. NELSON #7645 QUICK COUPLER VALVE WITH PURPLE LOCKING COVER. SEE IRRIGATION PLAN FOR LOCATION. SPARE WIRE PULL BOX LOCATION(S) HITH (3) BLUE SPARE RCV HIRES 4 (I) WHITE COMMON SPARE HIRE IN EACH PULL BOX. THE HIRES SHALL BE 36" IN LEN6TH, 4 COILED WITHIN EACH PULL BOX. THE SPARE WIRES LOCATIONS SHALL BE COORDINATED HITH IT'S MOST APPROPIATE CONTROLLER ASSEMBLY. HYDR0-5CAPE PRODUCTS, STAINLESS STEEL FRONT OPENING NALL MOUNTED CONTROLLER ASSEMBLY FOR THE RESTROOM BUILDINGS ONLY. FOR PRICING AND ORDERING CONTACT: MARK PEDICONE AT (714) 639-9856. SEE THE IRRIGATION CONSTRUCTION NOTES FOR FURTHER INFORMATION REGARDING MODEL NUMBERS. CONTROLLER LOCATION HYDR0-5CAPE PRODUCTS, STAINLESS STEEL TOP-MOUNTED CONTROLLER ASSEMBLY. FOR PRICING AND ORDERING CONTACT: MARK PEDICONE AT (714) 639-9666. SEE THE IRRIGATION CONSTRUCTION NOTES FOR RJRTHER INFORMATION REGARDING MODEL NUMBERS. CONTROLLER LOCATION RECLAIMED PURPLE PVC IRRIGATION MAINLINE (BURY 24" BELOW FINISH GRADE), SCH. 40 PVC-I " -I 1/2", CLASS 315 PVC 2" -2 1/2"), ((BURY 36" BELOH FINISH GRADE) RIN6 TIGHT CLASS 200 3" AND LARGER. FOR 3" PVC MAINLINE AND LARGER THE CONTRACTOR SHALL USE THE LEEMCO JOINT RESTRAINT SYSTEM, 4 ALL FITIN6S SHALL BE THE DEEP BELL DUCTILE IRON MANUFACTURED BY LEEMCO, INC. NO CONCRETE THRUST BLOCKS WILL BE ALLOHED FOR THIS PROJECT. SCH. 40 PURPLE PVC LATERAL PIPE., SIZE PER PLAN. UVR-PVC SCH. 40 LATERAL PIPE ON GRADE., SIZE PER PLAN. CONTRACTOR SHALL INSTALL RECLAIMED STICKERS ON THE UVR-PVC LATERALS, AND THE SHRUB RISER PER IRWD REQUIREMENTS. SCH. 40 HHITE PVC PIPE SLEEVE SHALL BE INSTALLED FOR ANY MAINLINE, LATERAL, OR HIRES CROSSING UNDER HARDSCAPE AS SHOWN ON THE IRRIGAION PLANS. IRRIGATION VALVE CALLOUT: PLANT MATERIAL SB -SHRUB CONSTRUCTION VALVE I.D. NUMBER. ,le 24°' 35-GPM ·,1 1/2") SB-PLANT MATERIAL. VALVE SIZE. IRRIGATION POINT OF CONNECTION EQUIPMENT SIZES: ABBREVIATION: .----POINT OF CONNECTION NUMBER -----HATER METER POC 11--: __..-HATER METER SIZE -"'I~ 1Bi:l.1~ ~ BASKET STRAINER SIZE BASKET STRAINER -----CONTROLLER NUMBER -----MASTER VALVE CON If/ i------MASTER VALVE SIZE t-MV-i~rc 2.:; ~ FLOW SENSOR SIZE FLOW SENSOR OBSERVATION SCHEDULE: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO SCHEDULE AN IRRIGATION SITE OBSERVATION REVIEW BY THE IRRIGATION DESIGNER, 4/0R THE OWNER'S REPRESENTATIVE (46 HOURS MINIMUM NOTIFICATION TIME). THE FOLLOWING ITEMS SHALL BE SCHEDULED FOR REVIEH: I) PRE-JOB/KICK-OFF MEETING. 2) MAINLINE, BASKET STRAINERS, MASTER VALVES, FLOW SENSORS INSTALLION REVIEH PRIOR TO BACKFILLING TRENCHES, ETC. IRRIGATION MAINLINE PRESSURE TEST. TF = TR - AN = PT = TURF NOTE -- TREE ANNUAL COLOR CALLOUT: ~---l~' POTTED PLANTS GENERAL NOTES: GENERAL NOTES: IRRIGATION CONSTRUCTION CALLOUT NUMBER. I. IRRIGATION SYSTEM AS SHOHH ARE DIAGRAMATIC. INSTALL ALL REMOTE CONTROL VALVES, QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR AS APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 2. THE IRRIGATION CONTRACTOR SHALL ADJUST THE THROTTLIN6 STEM AT EACH ELECTRIC CONTROL VALVE 50 THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. 3. HHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFl=RE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER 3) FINALIZING THE LOCATION FOR THE CONTROLLER ASSEMBLIES. 4) IRRIGATION COVERAGE TEST. CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER CONERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) NOT 115 BUILT DESCRIPTION REVISIONS APPROVED DATE APP'D. DESIGNED D.6. CHECKED D.G./R.V. DRAWN D.G. DATE 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION LEGEND CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 2.17 SHEET 112'.JF }33 " ~ I 0 5 ! n 0 ~ " ~ rn < 2 0 t ~ 2 m " □ ' i , > " !" n > C ~ 2 " " ~ I 0 5 ' ~ n ' □ 0 i ~ ~ ' " ~ ~ ' ~ a 7 -..,_ ""' -, <..=,. ~ :;,-\~ " ., ~ ("\ "' z C s: rn m JJ 0 JJ ~ z GJ z C s: rn m ·-:0 ~ .--~ ·-~ VS! ) 0 JJ ~ z GJ IRRIGATION CONSTRUCTION NOTES FOR P.O.C. #1 (WEST PARK, & OPEN SPACE) 0 0 THE LANDSCAPE CONTRACTOR SHALL CONNECT INTO THE 4" RECLAIMED TURBO WATER INSTALLED PER THE CIVIL ENGINEER'S SENER t NATER PLAN, NHERE 5HONN ON THE IRRIGATION PLAN, AND VERIFY THAT THE STATIC PRESSURE 15 70 PSI PRIOR TO CONSTRUCTION. CONTRACTOR TO RJRNl5H AND INSTALL MAINLINE (PER PLAN SIZE) TO TWO (2) FLANGED GATE VALVES, ONE (1) BASKET STRAINER, AND TO ONE (I) QUICK COUPLER PER THE IRRIGATION LEGEND AND DETAILS. (SEE PLAN FOR 5IZE5). CONTRACTOR SHALL INSTALL ONE (I) GRl5NOLD MASTER PRE55URE REGULATING VALVE, 5EE LEGEND FOR MODEL NUMBER AND DETAILS. (SEE PLAN FOR 5IZE5). CONTACTOR TO INSTALL ONE (I) FLON SENSOR. 5EE LEGEND FOR MODEL NUMBER AND DETAILS, PER THE MANUFACTURER'S RECOMMENDATIONS. (SEE PLAN FOR 51ZE5). CONTRACTOR SHALL CONNECT THE MASTER VALVE AND FLON SENSOR AT THE WATER METER LOCATION TO CONTROLLER 'O'. CONTRACTOR TO FURNISH AND INSTALL ALL MATERIALS AND LABOR TO EXCUTE AND INSTALL THIS PLAN. AT EACH SUB-MAIN CONNECTION THE CONTRACTOR SHALL FURNISH AND INSTALL MAINLINE (PER PLAN SIZE) TO TNO (2) FLANGED GATE VALVES, ONE (I) QUICK COUPLER, ONE (I) GRl5HOLD MASTER PRESSURE REGULATING VALVE, AND INSTALL ONE (I) FLOH SENSOR, SEE LEGEND FOR MODEL NUMBERS AND DETAILS FOR FURTHER INFORMATION. CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S RECOMMENDATIONS. (SEE PLAN FOR 51ZE5). INSTALL THE GATE VALVES, BALL VALVES, BASKET STRAINER, QUICK COUPLERS, MASTER VALVES, AND FLOH SENSORS HITHIN THE SHRUB PLANTING AREAS ONLY AS SHOHN ON THE IRRIGATION PLANS. THE FLOH SENSOR HIRE SHALL BE THE RAINMASTER EV-CAB-SEN. ALL FLOH SENSOR HIRES SHALL BE INSTALLED HITHIN A 1-1/4" SCH. 40 PVC CONDUIT FROM THE FLOH SENSOR TO THE INSIDE OF THE CONTROLLER ASSEMBLY. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTIONS FROM THE FLOW 5EN50R TO THE CONTROLLER A55EMBLIE5. CONTROLLER 'O' SHALL ONLY OPERATE THE MASTER VALVE AND FLOW SENSOR FOR THE LOOPED IRRIGATION MAINLINE AT THE POC. ALL THE MAINLINE SHOHN IN THE HARD5CAPE AREAS ARE DIAGRAMMATIC ONLY. THE MAINLINE(S) ARE INTENDED TO BE INSTALLED WITHIN THE SHRUB AREAS ONLY. ALL MAINLINE, LATERALS, AND HIRES THAT RUN UNDER ALL HARD5CAPE AREAS THAT ARE SHOHN ON THE PLANS SHALL BE SLEEVED 2 TIMES THE ACTUAL PIPE SIZE DIAMETER HITHIN A WITH A SCH. 40 PVC SLEEVE, SEE DETAILS FOR INSTALLATION AND DEPTHS. CONTROLLER 'O' THROUGH 'T' TO BE A RAJNMASTER DX-2 SATELLITE CONTROLLER ASSEMBLY . THE CONTROLLER SHALL BE INSTALLED ON A HYDRO-SCAPE PRODUCTS STAINLESS STEEL V>IALL MOUNTED BACKBOARD CONTROLLER ASSEMBLY. MODEL NUMBER FOR CONTROLLER 'O', HS-11-SDX 6 + HSDX-03 + HSDX-RF BOARD+ HSEV-RADIO + HS-GRND + EV-ANT-F + JACK-IRC + PMRKIT MODEL NUMBER FOR CONTROLLER 'f', MODEL NUMBER FOR CONTROLLER 'Q', MODEL NUMBER FOR CONTROLLER 'R', MODEL NUMBER FOR CONTROLLER 'S', MODEL NUMBER FOR CONTROLLER 'T', HS-I1-SDX 24 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 24 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 24 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 24 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-I1-SDX 12 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT SEE CONSTRUCTION NOTE #I FOR ADDITIONAL EQUIPMENT TO BE UTILIZED BY THE CONTROLLER'S. THE 120 VOLT POV>IER SUPPLY FOR HOOK-UP OF IRRIGATION ASSEMBLY SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. REFER TO ELECTRICAL PLANS FOR POC AND ADDITIONAL INFORMATION. FINAL LOCATION OF CONTROLLER ASSEMBLY SHALL BE APPROVED BY THE OV>INER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. CONSTRACTOR SHALL INSTALL AND CONNECT THE RAINMASTER COMMUNICATION CABLE, EV-CAB-COM NITHIN A 3/4" CONDUIT PER THE IRRIGATION DETAIL TO EACH CONTROLLER ASSEMBLY IN THE RESTROOM BUILDING. CONTRACTOR TO ATTACH THE ANTENNA TO THE ROOF LINE OF THE RESTROOM BUILDING, AND CONNECT THE ANTENNA CABLE TO CONTROLLER 'O'. CONTRACTOR SHALL COORDINATE V>IITH THE BUILDING ARCHITECT FOR LOCATION, AND PENTRATION POINT THROUGH THE BUILDING'S NALL. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY EQUIPMENT TO CONNECT THE CONTROLLER'S TO THE CITY OF NENPORT BEACH RAINMASTER CENTRAL CONTROL SYSTEM. IRRIGATION CONSTRUCTION NOTES FOR P.O.C. #2 (MID PARK SOCCER FIELD) 0 0 THE LANDSCAPE CONTRACTOR SHALL CONNECT INTO THE 3" RECLAIMED TURBO WATER INSTALLED PER THE CIVIL ENGINEER'S SEWER t WATER PLAN, WHERE SHOWN ON THE IRRIGATION PLAN, AND VERIFY THAT THE STATIC PRESSURE 15 100 PSI PRIOR TO CONSTRUCTION. CONTRACTOR TO FURNISH AND INSTALL MAINLINE (PER PLAN SIZE) TO THO (2) FLANGED GATE VALVES, ONE (I) BASKET STRAINER. AND TO THO (2) QUICK COUPLERS PER THE IRRIGATION LEGEND AND DETAILS. (SEE PLAN FOR 51ZE5). CONTRACTOR SHALL INSTALL THO (2) GRISWOLD MASTER PRESSURE REGULATING VALVES, SEE LEGEND FOR MODEL NUMBER AND DETAILS. (SEE PLAN FOR SIZES). CONTACTOR TO INSTALL TWO (2) FLOW SENSORS, SEE LEGEND FOR MODEL NUMBER AND DETAILS, PER THE MANUFACTURER'S RECOMMENDATIONS. (SEE PLAN FOR SIZES). CONTRACTOR TO FURNISH AND INSTALL ALL MATERIALS AND LABOR TO EXCUTE AND INSTALL THIS PLAN. INSTALL THE GATE VALVES, BASKET STRAINER, QUICK COUPLERS, MASTER VALVES, FLOW 5ENSOR5, AND REMOTE CONTROL VALVES WITHIN THE SHRUB PLANTING AREAS ONLY AS 5HOHN ON THE IRRIGATION PLANS. THE FLOH SENSOR HIRE SHALL BE THE RAINMA5TER EV-CAB-SEN. ALL FLOW SENSOR HIRES SHALL BE INSTALLED HITHIN A 1-1/4" SCH. 40 PVC CONDUIT FROM THE FLOH SENSOR TO THE INSIDE OF THE CONTROLLER ASSEMBLY. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTIONS FROM THE FLOH SENSOR TO THE CONTROLLER A55EMBLIE5. ALL THE MAINLINE SHOHN IN THE HARDSCAPE AREAS ARE DIAGRAMMATIC ONLY. THE MAINLINE(5) ARE INTENDED TO BE INSTALLED WITHIN THE SHRUB AREAS ONLY. ALL MAINLINE, LATERALS, AND WIRES THAT RUN UNDER ALL HARD5CAPE AREAS THAT ARE SHONN ON THE PLANS SHALL BE SLEEVED 2 TIMES THE ACTUAL PIPE SIZE DIAMETER HITHIN A HITH A SCH. 40 PVC SLEEVE, SEE DETAILS FOR INSTALLATION AND DEPTHS. CONTROLLER 'M' ~ 'N' TO BE A RAINMA5TER DX-2 SATELLITE CONTROLLER ASSEMBLY. THE CONTROLLIER SHALL BE INSTALLED IN A HYDRO-SCAPE PRODUCTS STAINLESS STEEL TOP-MOUNTED CONTROLLER ASSEMBLY. MODEL NUMBER FOR CONTROLLER 'M', HS-1656-SDX 24 + HSDX-03 + HSDX-RF BOARD + HSEV-RADIO + HS-GRND + EV-ANT-FD + JACK-IRC + PMRKIT MODEL NUMBER FOR CONTROLLER 'N', HS-1656-SDX 42 + HSDX-03 + HSDX-HW BOARD + H5-6RND + JACK-IRC + PMRKIT SEE CONSTRUCTION NOTE #I FOR ADDITIONAL EQUIPMENT TO BE UTILIZED BY THE CONTROLLER'S. TTHE 120 VOLT PONER SUPPLY FOR HOOK-UP OF IRRIGATION ASSEMBLY SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. REFER TO ELECTRICAL PLANS FOR POC AND ADDITIONAL INFORMATION. FINAL LOCATION OF CONTROLLIER ASSEMBLY SHALL BE APPROVED BY THE OV>INER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. CONSTRACTOR SHALL INSTALL AND CONNECT THE RAINMASTER COMMUNICATION CABLE, EV-CAB-COM NITHIN A I -1/2" SCH.40 CONDUIT TO BOTH CONTROLLER'S 'M' t 'N'. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY EQUIPMENT TO CONNECT THESE CONTROLLER'S TO THE CITY OF NENPORT BEACH RAINMASTERS CENTRAL CONTROL SYSTEM. BID ALTERNATIVE, CONTRACTOR SHALL BID AND INSTALL CONTROLLER ASSEMBLIES FOR THE (MID PARK SOCCER FIELD), IF THE CITY OF NEV>IPORT BEACH ELECTS TO BUILD THE MID PARK RESTROOM BUILDING. CONTRACTOR SHALL INSTALL THESE CONTROLLER ASSEMBLIES ON A HYDRO-SCAPE PRODUCTS STAINLESS STEEL WALL MOUNTED BACKBOARD CONTROLLER ASSEMBLY. MODEL NUMBER FOR CONTROLLER 'M', HS-11-SDX 24 + HSDX-03 + HSDX-RF BOARD + HSEV-RADIO + HS-GRND + EV-ANT-F + JACK-IRC + PMRKIT MODEL NUMBER FOR CONTROLLER 'N', HS-11-SDX 42 + HSDX-03 + HSDX-HW BOARD+ HS-GRND + JACK-IRC + PMRKIT CONSTRACTOR SHALL INSTALL AND CONNECT THE RAINMASTER COMMUNICATION CABLE, EV-CAB-COM V>IITHIN A 3/4" CONDUIT PER THE IRRl6ATION DETAIL TO EACH CONTROLLER ASSEMBLY IN THE RESTROOM BUILDING. CONTRACTOR TO ATTACH THE ANTENNA TO THE ROOF LINE OF THE RESTROOM BUILDING, AND CONNECT THE ANTENNA CABLE TO CONTROLLER 'M'. CONTRACTOR SHALL COORDINATE V>IITH THE BUILDING ARCHITECT FOR LOCATION, AND PENTRATION POINT THROUGH THE BUILDING'S V>IALL. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY EQUIPMENT TO CONNECT THE CONTROLLER'S TO THE CITY OF NENPORT BEACH RAINMASTER CENTRAL CONTROL SYSTEM. DATE BY N!Jf AS P,UILT DESCRIPTION REVISIONS IRRIGATION CONSTRUCTION NOTES FOR P.O.C. #3 (EAST PARK BASEBALL FIELDS) 0 THE LANDSCAPE CONTRACTOR SHALL CONNECT INTO THE 4" RECLAIMED TURBO HATER INSTALLED PER THE CIVIL ENGINEER'S SEWER 4 NATER PLAN, HHERE SHOHN ON THE IRRIGATION PLAN, AND VERIFY THAT THE STATIC PRE55URE 15 70 PSI PRIOR TO CONSTRUCTION. CONTRACTOR TO FURNISH AND INSTALL MAINLINE (PER PLAN SIZE) TO TWO (2) FLANGED GATE VALVES, ONE (I) BASKET STRAINER, AND TO ONE (I) QUICK COUPLER PER THE IRRIGATION LEGEND AND DETAILS. (5EE PLAN FOR SIZES). CONTRACTOR SHALL INSTALL ONE (I) GRISHOLD MASTER PRE55URE REGULATING VALVE, SEE LEGEND FOR MODEL NUMBER AND DETAILS. (5EE PLAN FOR 51ZE5). CONTACTOR TO INSTALL ONE (I) FLON SENSOR. SEE LEGEND FOR MODEL NUMBER AND DETAILS, PER THE MANUFACTURER'S RECOMMENDATIONS. (SEE PLAN FOR SIZES). CONTRACTOR SHALL CONNECT THE MASTER VALVE AND FLOH SENSOR AT THE HATER METER LOCATION TO CONTROLLER 'A'. CONTRACTOR TO FURNISH AND INSTALL ALL MATERIALS AND LABOR TO EXCUTE AND INSTALL THIS PLAN. AT EACH SUB-MAIN CONNECTION THE CONTRACTOR SHALL FURNISH AND INSTALL MAINLINE (PER PLAN SIZE) TO THO (2) FLANGED GATE VALVES, ONE (I) QUICK COUPLER, ONE (I) GRISWOLD MASTER PRESSURE REGULATING VALVE, AND INSTALL ONE (1) FLOW SENSOR, 5EE LEGEND FOR MODEL NUMBERS AND DETAILS FOR FURTHER INFORMATION. CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S RECOMMENDATIONS. (SEE PLAN FOR 51ZE5). INSTALL THE GATE VALVES, BALL VALVES, BASKET STRAINER, QUICK COUPLERS, MASTER VALVES, AND FLOH 5EN50R5 HITHIN THE SHRUB PLANTING AREAS ONLY AS 5HOHN ON THE IRRIGATION PLANS. THE FLOH SENSOR HIRE SHALL BE THE RAINMASTER EV-CAB-SEN. ALL FLOH SENSOR HIRES SHALL BE INSTALLED HITHIN A 1-1/4" SCH. 40 PVC CONDUIT FROM THE FLOH SENSOR TO THE INSIDE OF THE CONTROLLER ASSEMBLY. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTIONS FROM THE FLOH SENSOR TO THE CONTROLLER A55EMBLIE5. CONTROLLER 'A' SHALL ONLY OPERATE THE MASTER VALVE AND FLOH SENSOR FOR THE LOOPED IRRIGATION MAINLINE AT THE POC. ALL THE MAINLINE SHOHN IN THE HARD5CAPE AREAS ARE DIAGRAMMATIC ONLY, THE MAINLINE(S) ARE INTENDED TO BE INSTALLED HITHIN THE SHRUB AREAS ONLY. ALL MAINLINE, LATERALS, AND HIRES THAT RUN UNDER ALL HARD5CAPE AREAS THAT ARE SHOHN ON THE PLANS SHALL BE SLEEVED 2 TIMES THE ACTUAL PIPE SIZE DIAMETER HITHIN A HITH A SCH. 40 PVC. SLEEVE, SEE DETAILS FOR INSTALLATION AND DEPTHS. CONTROLLER '1' THROUGH 'K' TO BE A RAINMA5TER DX-2 SATELLITE CONTROLLER ASSEMBLY. THE CONTROLLER SHALL BE INSTALLED ON A HYDRO-SCAPE PRODUCTS STAINLESS STEEL V>IALL MOUNTED BACKBOARD CONTROLLER ASSEMBLY. MODEL NUMBER FOR CONTROLLER 'A', HS-11-SDX 6 + HSDX-03 + HSDX-PH BOARD + HSDX-RF BOARD+ HSEV-RADIO + HS-GRND + EV-ANT-F + JACK-IRC + PMRKIT MODEL NUMBER FOR CONTROLLER 'B', MODEL NUMBER FOR CONTROLLER 'C', MODEL NUMBER FOR CONTROLLER 'D', MODEL NUMBER FOR CONTROLLER 'E', MODEL NUMBER FOR CONTROLLER 'P, MODEL NUMBER FOR CONTROLLER '6', MODEL NUMBER FOR CONTROLLIER 'H', MODEL NUMBER FOR CONTROLLER'!', MODEL NUMBER FOR CONTROLLER 'J', MODEL NUMBER FOR CONTROLLER 'K', HS-11-SDX 18 + HSDX-03 + HSDX-HW BOARD+ HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 12 + HSDX-03 + HSDX-HW BOARD + HS-6RND + JACK-IRC + PMRKIT HS-11-SDX 18 + HSDX-03 + HSDX-HH BOARD + H5-6RND + JACK-IRC + PMRKIT HS-11-SDX 18 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 18 + HSDX-03 + HSDX-HH BOARD+ H5-6RND + JACK-IRC + PMRKIT HS-11-SDX 12 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 24 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 18 + HSDX-03 + HSDX-HW BOARD+ HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 12 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT HS-11-SDX 12 + HSDX-03 + HSDX-HW BOARD + HS-GRND + JACK-IRC + PMRKIT SEE CONSTRUCTION NOTE #I FOR ADDITIONAL EQUIPMENT TO BE UTILIZED BY THE CONTROLLERS. THE 120 VOLT POV>IER SLPPLY FOR HOOK-UP OF IRRIGATION ASSEMBLY SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. REFER TO ELECTRICAL PLANS FOR POC AND ADDITIONAL INFORMATION. FINAL LOCATION OF CONTROLLER ASSEMBLY SHALL BE APPROVED BY THE ONNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. CONSTRACTOR SHALL INSTALL AND CONNECT THE RAINMASTER COMMUNICATION CABLE, EV-CAB-COM ~!THIN A 3/4" CONDUIT PER THE IRRl6ATION DETAIL TO EACH CONTROLLER ASSEMBLY IN THE RESTROOM BUILDING. CONTRACTOR TO ATTACH THE ANTENNA TO THE ROOF LINE OF THE RESTROOM BUILDING, AND CONNECT THE ANTENNA CABLE TO CONTROLLER 'O'. CONTRACTOR SHALL COORDINATE NITH THE BUILDING ARCHITECT FOR LOCATION, AND PENTRATION POINT THROUGH THE BUILDING'S v,IALL. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY EQUIPMENT TO CONNECT THE CONTROLLER'S TO THE CITY OF NEV>IPORT BEACH RAINMASTER CENTRAL CONTROL SYSTEM. ALL CONTROLLER REMOTE CONTROL V>IIRES, COMMON V>IIRES, AND MASTER VALVE V>IIRES GAUGES SHALL BE AS FOLLOV>IS FOR EACH CONTROLLER, NEST SPORT PARK, CONTROLLER 'O' #14 CONTROLLER 'P' #10 CONTROLLER 'Q' #12 CONTROLLER 'R' #12 CONTROLLER '5' #14 CONTROLLER 'T' #14 MID SPORT PARK, CONTROLLER 'M' #12 CONTROLLER 'N' #12 EAST SPORT PARK, CONTROLLER 'A' #14 CONTROLLER 'B' #12 CONTROLLER 'C' #12 CONTROLLER !)' #12 CONTROLLER 'E' #12 CONTROLLER 'P #12 CONTROLLER 'G' #14 CONTROLLER 'H' #14 CONTROLLER 'I' #14 CONTROLLER 'J' #12 CONTROLLER 'K' #12 APPROVAL FOR ONSITE RECLAIMED HATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS F_QR FOR OBTAINING SERVI CALL (94 ) 4 -5300. PGII /'7;,'o APPROVED DATE APP'D. DESIGNED D.6. CHECKED D.6./R.V. DRAWN D.6. DATE ONSI TE APPROVAL~;,,,:~~~:.J..~'.'zj;:=:_DA TE /,<1£,v 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasad,;m;i,, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 2.18 SHEETl}30F 133 < -,~ '" ~ , i " " !" " ► C ~ 0 . '!l j, 'U ~ I 0 5 8 " ~ ~ m 0 t " ~ ~ C z D C 2 t < ' ~ t ~ i " ~ ; '" n ; TI 2 ~ TI \; z I 0 5 ~, ~ " " D ~1 ~ ~ " ~ ~; 0 " < i a z ! • ;;1 0 ' ~ ~ ~ " z /TI ii) C cl TI 2 ~ .1 z C s: OJ m JJ \ ~~ ~~□ -;;i-~JJ ~ ~~z ~.1 G) ... z :s ~ OJ m JJ --< :s. 0 ~ JJ ~ ~ ' ~ z "<:' G) ·-z z C s: Ci l OJ m JJ --J,1 - ) 0 JJ ~ z G) -'-"' w GENERAL IRRIGATION NOTES I. IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF NITH ALL GRADE DIFFERENCES, LOCATION OF NALLS, RETAINING NALLS, ETC. HE SHALL COORDINATE HIS NORK NITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH NALLS, UNDER ROADNAYS, PAVING, STRUCTURES, ETC. 2, THIS DESIGN 15 DIAGRAMMATIC. ALL PIPING, VALVES, ETC, $HONN NITHIN PAVED AREAS 15 FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS NHERE POSSIBLE. AVOID ANY CONFLICTS BETNEEN THE SPRINKLER 5Y5TEM, PLANTING AND ARCHITECTURAL FEATURES. 3. THE SPRINKLER SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRE55URE AND THE MAXIMUM FLON DEMAND 5HONN ON THE IRRIGATION DRANING5 AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY NATER PRE55URE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETNEEN THE NATER PRESSURE INDICATED ON THE DRANINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OHNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. DO NOT HILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHONN ON THE DRANINGS NHEN IT 15 OBVIOUS IN THE FIELD THAT OB5TRUCTION5, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RE5PON51BILITY FOR ANY REVl510N5 NECE55ARY. 5. IN ADDITION TO THE CONTROL WIRE SLEEVES 5HONN ON THE DRANINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IN5TALLTION OF CONTROL NIRE SLEEVES OF SUFFICIENT 51ZE UNDER ALL PAVED AREAS. 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT A5 5HOHN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE A55EMBLIE5. 7, ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED 50 THAT THE TOP OF THE SPRINKLER HEAD 15 I" ABOVE FINISH GRADE, 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED 50 THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 9. ADJUSTING OF ALL LANN HEADS BY THE IRRIGATION CONTRACTOR, 50 THAT THE TOP OF THE SPRINKLER HEAD 15 1/4" ABOVE FINISH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN(IO) DAYS AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OR ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. II. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. IRVINE RANCH NATER DISTRICT 6UIDEUNE5 FOR RECLAIMED NATER USE The following guidelines have been established by the Irvine Ranch Water District in conjunction with the Orange County Health Department and the Santa Ana Regional Nater Quality Control Board. They are to provide the baslc paramenters for the use of reclaimed 1-,1ater in landscapeirrigation. To operate your system in corrpfiance 1-,1ith these guidelines you must: I. Irrigate between the hours of 9:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually Hith qualified supervisory personnel on site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that 1-lill maninimize runoff pooling and ponding, The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be Fadlitated by the efficient scheduling of the automatic control ctocl::.s, 0 .e. employing the repeat tUnctiori to break. up the tot a! irrigation time into cycles that will promote maximum soil absorptior). 3. Adjust spray heads to e!imiate overspray onto areas not under the control of the customer. For example, pool decks, private patios, street and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable vales, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed Hater, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important' that this information be di55eminated on an almost daily basis. It is you, the Landscape Contractor, lr4ho is responS1ble for educatin each and every one of our employees. Obtain prior approval for al! proposed changes and modifications to any onsite facinties. Such changes must be submitted lo, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comp!y 1o1ith anY or all of the above guidelines puts your system in violation to the District's rules and regulations, and 1-lill result in termination of service until the appropriate corrective steps hove been taken. The Irvine Hater District feels that the benefits to be derived from the successful appkation of reclaimed water merit the operating requirements that have been established. if you have any questions or if ~e can be of any assistance, please do not hesitate to call our irrigation water group at (949) 453-5300. NOT AS ~!JI LT DATE BY DESCRIPTION REVISIONS APPROVED DATE APP'D. DESIGNED D.G. CHECKED D.G./R.V. IRVINE RANCH WATER DISTRICT Recoded and Potable Hater Notes. A. The installation of the irrigation water system shall conform to the regulations for the construction irrigation water systems within the Irvine Ranch Nater District (IRND) and the accompanying plans and specifications. B. All onsite recycled and potable water piping installed on this project shall be identified in accordance with IRWD's regulations and the irrigation specifications. C. Recycled water piping shall be purple PVC manufactured for recycled (reclaimed) water systems. D. Marking on the purple PVC shall include the folowing: Caution Recycled (or Reclaimed) Nater; nominal pipe size; PVC-1120; pressure rating in pounds per square inch at 73 degrees: ASTM designations such as 1785, 2241, 2672, 3139. Printing shall be placed continuously on two sides of the pipe. E. All recycled water sprinkler box covers and control valves, isolation valves, quick couplers, and all appurtenances shall tagged with identification tags.» I. Tags shall be weatherproof plastic, 5" x 4" ., _purple in color with the words "Naming Recycled ( or Reclaimed) Water -Do Not Drink" imprinted on one side, and "Avisa Agua fmpura -No Tomar" on the other side. Imprinting shall be permanent and blacl< in color. Use tags as manufactured by T. Christy Enterprises or approved equal. 2. One tag shall be attached to each appurtenance as follows, or Identification shall be affixed to each irrigation valve lid cover and v2lve as follows: (a) ldentifiy valve cover with label or branded hot stamp that reads 'Recycled (or Reclaimed) Nater Do Not Drink" or use purple cover with same identification. (b) Attach tag to control valve stem directly or with plastic tie-wrap or (c) Attach tag to control valve solenoid wire directly or with plastic tie-wrap. (d) Attach to body of the relative appurtenance with a plastic tie-wrap. F, Warning tapes shall be used on all constant pressure main line piping carrying potable water, G. Warning tapes shall be a minimum of 3 inches wide and shall run continuously for the entire of length of all constant pressure main line piping. · The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warnin11 tape for the constant pressure potable water piping shall be blue in color with the words Caution Buried Naterline Below" imprinted in minimum I -inch high letters black in color Imprinting shall be continuous and permanent. I. IRWD shall be notified two days prior to the start of irrigation construction at (949) 453-5300 and each work day thereafter until completion of project. J. All pressure main line piping from the recycled water system shall be installed to maintain 10 feet minimum horizontal separation from all potable water piping, Where recycled and potable water pressure main line piping cross, the recycled water piping shall be installed below the potable water piping in a class 200 purple PVC sleeve which extends a minimum of 5 feet on either side of the potable water piping. Provide a minimum vertical clearance of 6 inches. Conventional (white) PVC pipe may be used For sleeving material if it is taped with 3-inch wide purple warning tape which reads "Caution Recycled (or Reclaimed) Water," K. The irrigation system has been designed to operate between the hours of 9:00 pm and 6:00 am unless otherwise directed by the district engineer, L, All new common areas where rec4cled water is used and that are accessible to the general public shall be posted with conspicuous signs thal: include the following wording in a size no less than 4 inches high by 8 inches wide: "RECYCLED NATER -DO NOT DRINK" OR RECLAIMED WATER -DO NOT DRINK". Each sign shall also display an international symbol conveying the same warning. M, Adjust spray heads to eliminate overspray onto areas not under the control of the customer. For example pool decks, private patios, streets, and sidewalks. N. Contact the IRWD office two days prior to the irrigation system coverage test / and cross connection test at (949) 453-5300 and arrange a walk-through of the system. o. Failure to comply with any or all of the above guidelines will place the system in violation of IRWD Rules and Regulations , and will result in termination of sevice until the appropriate corrective measures have been taken, P. Warning tape on recycled water constant pressure mainline piping is only allowed on project-by-project approval from the district engineer. If approved, it must follow these installation specifications: I. Warning tape shall be used on all constant pressure mains 2. Naming tape shall be a minimum of 3-inches wide and shall run continuously for the entire length of all constant pressure main line piping, The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. 3. rJarni!7g tape for the constant pressure recycled water piping shall be purple in color with the words Caution -Recycled (or Reclaimed) Nater" imprinted a minimum of I -inch high and black in color. Imprinting shall be continuous and permanent. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR DRAWN G.E. DATE FOR OBTAINING SERVI ALL (94 ) 45 -~300. PC# ~ ONSITE APPROVAL_/_~~~__:_~_:_.~:1=::'._DATE /.ll',...~ 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 Esist Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRWD NOTES CITY OF NEWPORT BEACH PUBLIC WORl<S DEPARTMENT L 2.19 5HEETl140F 133 ~ • . " i .I I I I I ~ e e • 0 . . a i 'I I I I I ~ a • " s , • 0 . " a ffl ' ffl 0 ' ~ ~ " z m \; C ' 0 I ~ \; z I 0 r 0 ~ 0 0 i ~ " ~ • ' i i5 z " 0 ' " " > s " z .m 0 ► ~ 0 f > ~ ,;:; z 5 5 I 0 0 ~ ~ • ~ ' 2 i5 ~ z !Ii 0 ' " " • s " z "" 0 • a " z ~ ~ z I 0 r 0 ~ n 0 0 ~ ~ m " ~ ~ ~ Si z C s: CD m JJ ,J/iUJ 0 s' ~ bli~ -;, z "" s~ 7' :S C ...::, s: j~ JJ -1!: 0 <. JJ C, ~ z -,,;> G) -z c, C lt~ m JJ ·--·'---~ - ) " 0 JJ ~ z G) 10-0'" 10'-0" MIN. MIN. 5'-CI' 1 5'-0" MIN. MIN. 2 5 6 Reclaimed/Domestic Crossing Detail N.T.S. AS REQUIRED 6 7 I FINISH SURFACE 2. POTABLE/DRINKING MAINLINE OR LATERAL LINE TO BE AT TOP OF HIERARCHY OF TRENCHING DEPTHS. 3. BACKFILL AND COMPACTION PER PLANS 4. RECLAIMED WATER MAINLINE AND/OR LATERAL LINE. TO BE PLACED UNDER POTABLE LINE AND ABOVE SEWER LINES. 5. SCH 40 PVC SLEEVING. 6. SEWER LINE TO BE PLACED AT BOTTOM OF HIERARCHY. NOTE, A. ALL IRRIGATION LATERALS AND MAINLINE SHALL BE SLEEVED UNDER VEHICULAR AND PEDESTRIAN PAVING B CONTRACTOR SHALL GOORDINI\ TE ALL SLEEVING WITH HARDSGAPE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET G. CONTRACTOR SHALL COORDINATE GROSSING OF POTABLE AND RECLAIMED WATER MAINLINES WITH MOULTON NIGUEL WATER DISTRICTS FIELD INSPECTOR PRIOR TO TRENGHNG. I NON-PRESSURE LATERAL LINE PIPING. 2 PRESSURE MAINLINE PIPING WITH CONTROL WIRES -BUNDLE AND TAPE EVERY TEN FEET INSTALL ADJACENT TO PRESSURE MAIN LINE. 3. RGV WIRE BUNDLES 4. COMMUNICATION GABLE CONDUIT (WHERE REQUIRED). 5. APPROVED TOP SOIL OR SAND BACKFILL -PROVIDE 3" UNDER PIPE AND 6'" ABOVE PIPE 6. SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION REQUIREMENTS. 7 FINISH GRADE. @f.-T_N_T_r: __ n_ch_i_ng,;;.._D_e_ta_il __________________ _ I VEHICULAR OR PEDESTRIAN PAVING-SEE PLAN 2. SCH. 40 LATERAL LINE IN SCH 40 PVC SLEEVE. SIZE TO BE 2 x DIAMETER OF LATERAL 3. 90% MIN. BACKFILL RELATIVE COMPACTION. SEE GEOTEGH REPORT. 4. 6'" MIN GOVER AND 2" BASE OF SAND BACKFILL. 5. MAINLINE -SEE LEGEND FOR TYPE. MAINLINE TO BE SLEEVED IN SCH. 40 PVC PIPE 2 x DIAMETER OF MAINLINE 6. CONTROL WIRE BUNBLE IN A SCH 40 SLEEVE -SEE PLAN FOR SLEEVE SIZE. NOTE· A ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER VEHICULAR, PEDESTRIAN PAVING AND HARDSGAPE AREAS B. CONTRACTOR SHALL GOORDNATE ALL SLEEVING WITH HARDSGAPE CONTRACTOR PRIOR TO FORMING TO INSURE SLEEVES ARE SET C. ALL SLEEVES TO EXTEND 12'" BEYOND HARDSGAPE SURFACE. NOTE LNE TYPE LOCATION SIZE DEPTH IN LANDSCAPE ( 3" 24" PRESSURE l 3" 24" MAINLINE UNDER VEHICULAR ( 3" 36" PAVNG l 3" 36" IN LANDSCAPE < 3" 18" LATERAL l 3" 18" LINE UNDER VEHICULAR < 3" 50" PAVNG l 3" :\O" @~-:T-r: __ n_ch_i_ng,:_U_n_d_er_H_ar_d_sc_a..;.p_e ______________ _ I. FINISH GRADE 6. SPEARS SCH. 80 PVC CLOSED NIPPLE 2. PURPLE RECLAIMED PLASTIC RECTANGLE PER PLAN PER THE BALL VALVE SIZE VALVE BOX. APPLIED ENGINEERING 7. SPEARS SCH. 80 PVC 2" NIPPLE, SIZE PER PRODUCTS #1015 WITH 1"' GOVER PLAN PER BALL VALVE SIZE LID #1015T-2G. HEAT BRAND VALVE 8. SPEARS SCH. 80 PVC STAINLESS STEEL LID WITH "BALL VLVE". REINFORCED UNION. SIZE PER BALL 3. PLASTIC RECTANGLE VALVE BOX VALVE SIZE. EXTENTIONS. APPLIED ENGINEERING (SR-FIPT X SR-FIPT) W/EPDM 0-RING SEAL PRODUCTS, MODEL #1015-XG BODY 9. IRRIGATION MAINLINE -SIZE PER PLAN 4. BRASS BALL VALVE 10. PEA GRAVEL ROCK -12" MINIMUM DEPTH. 5. SPEARS SCH. 40 PVC MALE ADAPTOR INSTALL PEA GRAVEL 3" MINIMUM BEYOND (SLIP X MIPT) THE PERIMETER OF THE VALVE BOX. II. CHRISTY'S TAG #ID-MAX-P2-RCIP2 2 5 4 5 I. PURPLE RECLAIMED PLASTIC RECTANGLE VALVE BOX APPLIED ENGINEERING PRODUCTS #1015 WITH 'T' GOVER LID #1015T-2G. HEAT BRAND VALVE LID WITH "FLW -SNSR". 2. FINISH GRADE 3. FLOW SENSOR 4. RAINMASTER EV-GAB-SEN GABLE FROM SENSOR TO CONTROLLER 5. CONDUIT BUSHING 6. PENTITE CONNECTOR PER CITY STANDARDS 7. I" ELECTRICAL CONDUIT AND SWEEP ELBOW FROM SENSOR TO CONTROLLER 8. IRRIGATION MAINLINE FROM MASTER VALVE g SCH. 40 PVC REDUCING COUPLER. 10 CHRISTY'S TAG #ID-MAX-P2-RGIP2 A.L---'{{:~~~.JJI 111 Ii' 111 Ii' 111 I I~ F 11 ~rn~~I 11111 I ~11111 'I - - ---, "-, 5 X PIPE DIA. MN. DOWNSTREAM -,--,,, -,.,--,,, 15 X PIPE DIA. Ml UPSTREAM 0 2" And Smaller Ball Valve 7--------N.T.S. © Flow Sensor 4--------N.T.S. 8 I. GREEN COLORED RECTANGULAR VALVE BOX WITH LOCKING GOVER AND VALVE IDENTIFICATION, SEE SPECIFICATIONS 2. CHRISTY'S TAG #ID-MAX-P2-RGIP2 3. PENTITE CONNECTOR PER CITY STANDARDS 4. REMOTE CONTROL VALVE PER LEGEND CONTROL AND COMMON WIRES WITH 5. EXPANSION LOOP 6. LATERAL LINE 7. PEA GRAVEL (3 CUBIC FEET) 8. SPEARS SCH. 80 UNION, SEE SPECS FOR MODEL NUMBER g PVC PRESSURIZED MAINLINE AND FITTINGS SEE IRRIGATION LEGEND FOR TYPE 10. SCH. 80 PVC 3" NIPPLE 11. FINISH GRADE 12. PRESSURIZED MAINLINE A NOTE, ALL THREADS SHALL BE WRAPPED WITH TEFLON TAPE. WRAP WIRE 15 TIMES AROUND I" DIA. PIPE TO CREATE EXPANSION LOOP. PLACE REMOTE CONTROL VALVE BOX 12" FROM HARDSGAPE EDGE HHERE ADJACENT 5 11 6 2 I. MANLNE TO REMOTE CONTROL VALVES 2 FLOW SENSOR (PLAN VIEW). SEE FLOW SENSOR DETAIL FOR FURTHER INFORMATION 5. MASTER VALVE (PLAN VIEW) SEE MASTER VALVE DETAIL FOR FURTHER INFORMATION 4. MAINLNE FROM BASKET STRAINER 3 4 15 X PIPE DIA. MIN. 15 X PIPE DIA Ml . DOHNSTREAM DOWNSTREAM Remote Control Valve For Mainline 2 1/2" And Smaller 5 Plan View Detail Master Valve/Flow Sensor • N.T.S. I. GREEN COLORED RECTANGULAR VALVE BOX WITH LOCKING GOVER AND VALVE IDENTIFICATION, SEE SPECIFICATIONS 2 CHRISTY'S TAG #ID-MAX-P2-RCIP2 5. PENTITE CONNECTOR PER CITY . STANDARDS 4. REMOTE CONTROL VALVE PER LEGEND CONTROL AND COMMON NIRES NITH 5 EXPANSION LOOP 6. LATERAL LINE 7. PEA GRAVEL (3 CUBIC FEET) A. NOTE, 8. SPEARS SCH. 80 UNION, SEE SPECS FOR MODEL NUMBER 9. LEEMGO DEEP BELL DUCTILE IRON TEE 10. LEEMGO JOINT RESTRAINTS 11. FINISH GRADE 12 RING-TIGHT PVC GASKETED PRESSURIZED MAINLINE 13 PVC SCH 80 TOE NIPPLE, LENGTH AS REQUIRED LINE SIZE PER SIZE OF VALVE 14. PVC SCH. 80 -go• ELBOW SxS 15 PVC PRESSURIZED MAINLINE. LINE SIZE PER SIZE OF VALVE 16. SCH. 80 PVC CLOSED NIPPLE ALL THREADS SHALL BE WRAPPED HITH TEFLON TAPE. WRAP WIRE 15 Tl1ES AROUND I" DIA. PIPE TO CREATE EXPANSION LOOP. PLACE REMOTE CONTROL VALVE BOX 12" FROM HARDSGAPE EDGE WHERE ADJACENT LIii-_ . -- 15i--------.c 11IITTIIi1 111111 111 11 I_ --, -, J 14 N.T.S . 4 7•1i1 1~11i'1111i1 ITT-I -- I. FINISH GRADE 2. GREEN COLORED RECTANGULAR VALVE BOX WITH LOCKING COVER AND VALVE IDENTIFICATION. SEE SPECIFICATIONS 3. FLANGED GATE VALVE PER THE IRRIGATION LEGEND 4. CHRISTY,S TAG #ID-MAX-P2-RCIP2 5. LEEMCO FLANGED JOINT RESTRAINT SYSTEM 6. PLASTIC RECTANGLE VALVE BOX EXTENTIONS 7. PRESSURIZED GASKETED MAINLINE 8. INSTALL PEA 6RAVEL BEYOND THE VALVE BOX PER THE SPECIFIED DIMENSION BELOW CJ. 12"xl2"x6" CONCRETE SUPPORT WITH GRINNELL PIPE SUPPORT ® Flanged Gate Valve 6--------Remote Control Valve For Mainline 3" And Larger N.T.s 9 J-~N::;.T;.sc. ::::::::::::::::::::::::JRR1iiE:PF,7--r------------7"-7f,AiiP;pP:'iiRO'OVilE1iiD:------T---:~~;;;;;:::--7 _, --------- APPROVAL FOR ONSITE RECLAIMED WATER Sl'STEM ONLl' NATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER1---+---t---------------+----t ___________ , DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC R QUIREMENTS FO FOR OBTAINING SE C • CALL (CJ ) 45 5300.P ,_C.#=..,_,___.~ NOT AS l!'>UILr DATE 1 CJ il I. APPROVED VAL VE BOX, SEE LEGEND 2. FLANGED GATE VALVES PER THE 8. 20" PEA GRAVEL 9. TO IRRIGATION SYSTEM IRRIGATION LEGEND 10. PENTITE CONNECTOR PER CITY 3. FROM NATER METER 4. 8 8" CONCRETE BLOCKS REQUIRED 5. FLANGED BASKET STRAINER PER LEGEND 6. 12"xl2"x6" CONCRETE SUPPORT WITH GRINNELL PIPE SUPPORT 7. MASTER PRESSURE REGULATING CONTROL VALVE PER LEGEND 14 STANDARDS II. CHRISTY RECLAIMED ID. TAG 12. LEEMGO FLANGED JOINT RESTRAINT SYSTEM 13. LEEMGO JOINT RESTRAINT FITTING 14. LEEMCO REDUCER (BELL x BELL) 15. I¼" CONDUIT FOR THE MASTER VALVE WIRES TO THE CONTROLLER 3 4 II ~..;,c ll111lll~i11,;,~lll,,,lll1 _-111_1 ~--4 ~~h _ 1;ill; Basket Strainer/Master Valve Assembly = = = 11-rn-- N.T.S. CJ B I. APPROVED VALVE BOX, SEE LEGEND 2. FLANGED GATE VALVES PER THE 8. 20" PEA GRAVEL 9. TO IRRIGATION SYSTEM IRRIGATION LEGEND 10. PENTITE CONNECTOR PER CITY 5. FROM WATER METER 4. 8 8" CONCRETE BLOCKS REQUIRED 5. FLANGED BASKET STRAINER PER LEGEND 6. l2"xl2"x6" CONCRETE SUPPORT WITH GRINNELL PIPE SUPPORT 7. MASTER PRESSURE REGULATING CONTROL VALVE PER LEGEND STANDARDS II. CHRISTY RECLAIMED ID. TAG 12. LEEMCO FLANGED JOINT RESTRAINT SYSTEM 13. LEEMCO JOINT RESTRAINT FITTING 14. LEEMCO REDUCER (BELL x BELL) 15. I¼" CONDUIT FOR THE MASTER VALVE WIRES TO THE CONTROLLER I. APPROVED VALVE BOX, SEE 8. TO IRRIGATION SYSTEM LEGEND 9. PENTITE CONNECTOR PER CITY 2. AHN.A. APPROVED GATE VALVES STANDARDS PER THE IRRIGATION LEGEND, 10. CHRISTY RECLAIMED ID. TAG 3. FROM WATER METER II. LEEMGO FLANGED JOINT RESTRAINT 4. 8-8" CONCRETE BLOCKS REQUIRED SYSTEM 5. 12"xl2"x6" CONCRETE SUPPORT 12. LEEMGO JOINT RESTRAINT FITTING WITH GRINNELL PIPE SUPPORT 6. MASTER PRESSURE REGULATING CONTROL VALVE PER LEGEND 7. 20" PEA GRAVEL 13. LEEMGO REDUCER (BELL x BELL) 14. I¼" CONDUIT FOR THE MASTER VALVE WIRES TO THE CONTROLLER _"'r'M"....i,.r,1 Jl---l-----cl---!'--l-~--/.~....,L,41:rn::::m:::::1 I I~ 4 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK IRRIGATION PLAN 1214 East Green Street Pasadana, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L2.20 SHEET! 15 OF 133 ~ z I 0 r 0 ~ ~ n 0 ~ • ~ 0 ~ > ~ • < z " , s z I z C ?.: CD m :0 1> {J"I .-J ~ .. , I ~ .- 0 :0 ~ z (j) 2 '- I. FINISH GRADE 2 RECTANGULAR VALVE BOX REFER TO SPECIFICATIONS. 3. PERMANENT I.D. BAND (ONE FOR EACH NIRE). 4 CABLE REFER TO SPECIFICATIONS 5. CONDUIT BUSHING. 6. UL LIS TED PVC SCH40 'JO" SNEEP ELL 7. UL LIS TED PVC SCH 40 S X X COUPLING. B. UL LISTED PVC SCH. 40 CONDUIT, I" DIA. NOTE, A. REFER TO SPECS FOR CONDUIT SIZE PROVIDE SEPARATE PULL BOX AND CONDUIT FOR EACH OF THE FOLLOHING, FLOH SENSORS, MASTER VALVES AND COMMUNICATION CABLE B I. FINISH GRADE 2 ROUND VALVE BOX REFER TO SPECIFICATIONS. 3. SPARE RGV NIRES, REFER TO SPECIFICATIONS 4. 2 GU. FT. OF PEA GRAVEL HIRES TO THE CONTROLLER 5. ASSEMBLY @-~-.T-p:-. r_e_Wi_,_re_P_ul_l _B_ox _________________ _ @-N.T-.S. -------- 5}--U 7}----IU B ' . . ' ' ' I. GALVANIZED ENCLOSURE HITH ACCESS HATCH DOOR AVAILABLE AT S t J SUPPLY (714) 670-1903. PAINT TO BE DARK GREEN HITH RECLAIMED NATER STRIGKERS PLACED ON THE OUTSIDE OF THE ENCLOSURE PER IRHD, AND PAINT AIR/VACUUM DEVICE RECLAIMED PURPLE 2. 2" ELL 3. RECLAIMED HATER TAG 4. BRASS NIPPLE 2" LENGTH 5. I" CRISPIN UNIVERSAL AIR/VACUUM RELIEF UL-10 6. NATTS B-6000 I" BRASS BALL VALVE 7. BRASS NIPPLE -STUB MIN. 2" ABOVE FINISH SURFACE OF PAD B. MIN. 6" THICK GONG. PAD REFER TO MANUFACTURER'S RECOMMENDATION 9. STAINLESS STEEL NUTS AND BOLTS INSTALLED FER ENCLOSURE MANUFACTURER'S RECOMMENDATION 10. EPOXY COATING II. FINISH GRADE 12. 'JO% COMPACTED SUBGRADE 13. PEA GRAVEL ..----\II I> ... . • - =:,......_~· ·_:.· -",--~=-11 r ,. --- @-~-.~-·rr:-. _a_cu_u_m_D_e_vi_ce _________________ _ 2}-__ 12 ' .. --· • • 111 111~ '·1=111-, ' . T 6 I. TOP-MOUNT CONTROLLER ASSEMBLY IN A STAINLESS STEEL ENCLOSURE 2 ELECTRICAL JUNCTION BOX WITH A 'ON-OFF' G.F.I. OUTLET SHITCH. 3 CONCRETE CONTROLLER BASE, SEE CONCRETE CONTROLLER BASE DETAIL 4. FINISH GRADE. 5. 120 VOLT ELECTRICAL NIRE FROM ELECTRICAL PEDESTAL. HIRE TO BE HITHN A 3/ 4" CONDUIT HITH SHEEP ELBOH. 6PEA GRAVEL, SEE CONCRETE CONTROLLER BASE DETAIL FOR MORE INFORMATION. 7. 3/ 4" GROUNDING HIRE CONDUIT AND SHEEP ELBOW. B. 4" DIA. CONDUIT AND SHEEP ELBOW FOR REMOTE CONTROL VALVE HIRES. 9 I I/ 4" FLOH SENSOR HIRE CONDUIT AND SHEEP ELBOH. 10 I" MASTER VALVE NIRE CONDUIT AND SHEEP ELBOW. 11 I I/ 4" COMMUNICATION CABLE HIRE CONDUIT AND SWEEP ELBOH. 12 EPOXY NE.A THER PROOF SEALANT, BETWEEN THE CONCRETE BASE AND THE CONTROLLER ASSEMBLY. NOTE A FOR CONDUIT LOCATIONS REFER TO CONCRETE CONTROLLER BASE DETAIL DRAWING. , , Top Mount Controller Assembly I 2Q!i------------------~ _, N.T.S. JI II II I 0 - 6 ~ .. I, ~~ 2 [ Ii "' IJIO I N 4 ~ '-I "'c:::J• I~ I~ I~ {ii; = '" ~,1 R @ - 0 1 0 , . • ., (i;' . . . • 10 .--(3) i' . • • . N " . . . ., " I ' . . . ' . ... .. I> ' ' ' . [> ' I> • . I> ' C, • »' I> . ' ' . ' . ,WI 11wrr1::J1 n::h R!:!:lffi~ 1!:!:lffi!:!:lffiW111W1 _, - - -_,.,_, -I I 11 I I I I I I I I I I 11 I. STAINLESS STEEL PRE.- ASSEMBLED BACKBOARD 2 JUNCTION BOX FOR 120 VAC PONER 3. FINISH FLOOR 4 I½" DIAMETER SCH 40 CONDUIT FOR 120 VAG HIRE 5. I½" DIAMETER SCH 40 CONDUIT FOR SPARE REMOTE CONTROL NIRES 6. HALL MOUNTED CONTROLLER 7. 4" DIAMETER $CHAO CONDUIT FOR CONTROL NIRES B I½" DIAMETER SCH 40 CONDUIT FOR TELEPHONE GABLE 'l. I½" DIAMETER SCH 40 CONDUIT FOR FLOH SENSOR HIRES 10. I½" DIAMETER SCH 40 CONDUIT FOR MASTER VALVE REMOTE CONTROL HIRES II. I" DIAMETER SCH. 40 CONDUIT t EV-GAB-COM CABLE FOR THE COMMUNIGA TION BETHE.EN EACH CONTROLLER ASSEMBLY THE CONTRACTOR SHALL BID 30' OF EV-GAB-COM CABLE FOR EACH CONTROLLER ASSEMBLY . @-:-.T-:_n-_M_o_u_nt_e_d_C_o_n_tro_l_le_r ______________ _ .-------------------------1 REFo APPROVAL FOR ONSITE RECLAIMED WATER $l'STEM ONLY 2 I 3 m m -111-1' 1-. 111-1 1 ,- 5 6 I. TURF POP-UP ROTOR SEE LEGEND FOR TYPE. 2. FINISH GRADE. 3. 6" GL 200 PVC SLEEVE. 4 SAND FILL. 5 SPEARS PVC SCH. BO TEE 5 x T X 5 6 SPEARS SHING JOINT ASSEMBLY; MODEL #5811-01012. 7 LATERAL PIPE B. SUB GRADE. NOTE, A. ADJUST SPRINKLER HEADS TO PROPER HEIGHT PRIOR TO END OF MAINTENANCE PERIOD @-~-.:-~I_F_ie_ld_R_ot_o_r ________________ _ 3 3 5 I. IRRIGATION HEAD FER FLAN. 2. EDGE OF PAVING. HEADER OR BUILDING> HALL. 3 SCHEDULE BO PVC. RISER 4. MARLEX STREET ELL 5. STREET ELL 6. F.V.G. LATERAL LINE 7. F.V.C ELL OR TEE. NOTE A ALL THREAD SHALL BE WRAPPED HITH TEFLON TAPE 7 6 @-~-.:-.~-_-_u_p_S_p_ra_y_H_e_a_d ________________ _ 2'-4" 5 1/2" 3 1/2' 10" ' ' . . ' ' ' ' • PLAN VIEW 4 SECTION N ..... ' ' ' ' " Q :::, "' ' ' • . 'i N I. CONTROLLER ASSEMBLY. 2. EPOXY HEATHER PROOF SEALANT, BETWEEN THE CONCRETE BASE 4 THE CONTROLLER ASSEMBLY. 3 CONCRETE CONTROLLER BASE FER MANUFACTURER'S SPECS. 4. FINISH GRADE 5. 10" FROM TOP OF CONCRETE PRIOR TO CONTROLLER ASSEMBLY INSTALLATION. CONTRACTOR SHALL TRIM CONDUITS TO 4" PRIOR TO FINAL ASSEMBLY FROM THE TOP OF CONCRETE SURFACE 6. 12 GUBIG FEET OF PEA GRAVEL PER MANUFACTURER'S SPECIFICATIONS Concrete Controller Assembly Base 18t-------------N.T.S. APPROVED WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATERJ---+--+------------..J----1----------1 DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRIGT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC EQUIR!:'MENTSF 1, 'J~. FOR OBTAINING SERVICE CALL (9 9) 4 3-5500.P c..C=.oll'--'-+-'~ DATE NDr BY A.5 BUILT DESCRIPTION REVISIONS DATE APP'D. DESIGNED DRA N b.G. G.E. CJlECKED DATE D.G./RV. I. 2" IN GROUNDGOVER AREAS, I" IN TURF AREAS. 2 INSTALL QUICK COUPLER IN APPLIED ENGINEERING PRODUCTS PURPLE RECLAIMED ROUND PLASTIC VALVE BOX HITH LOCKING GOVER HEAT BRAND VALVE LID NITH "QVG". 3. QUICK COUPLER VALVE PER LEGEND. 4. THO (2) STAINLESS STEEL CLAMPS. 5. ONE (I) CU. FT. OF PEA GRAVEL AT BASE OF VALVE BOX. 6. PVC SCH. BO NIPPLE LENGTH AS REQUIRED. 7. PVC MAINLINE B. PVC 5GH. 40 STREET ELL. (TxT) 9. PVC SCH 40 STREET ELLS TNO (2) REQUIRED (TxT). 10. PVC SCH BO 10" NIPPLE. 11. PVC TEE FITTNG. 12. %" GALV. PIPE STAKE 24" LONS. 13. FINISH GRADE 14. 18" MINIMUM PROM ANY HARDSCAPE AREA. 15. CHRISTY'S TAG #ID-MAX-P2-RGIP2 NOTE, A. ALL THREADS SHALL BE WRAPPED WITH TEFLON TAPE PLACE QUICK COUPLER VALVE BOX 12" FROM HARDSGAFE EDGE WHEN ADJACENT. @-~-.T-~-.ck_C_o_up_le_r_v_a_lv_e_l_n_B_o_x _____________ _ 3" q 4 I. GEAR DRIVEN ROTOR 2 FINISH GRADE 3. SCH 40 PVC LATERAL FIFE 4 SCH. 40 PVC TEE (SxTxS) 5 SCH. BO 4" NIPPLE 6. MARLEY ELBOH 90' (TxT) 7 SCH. BO 12" NIPPLE B. PVC SCH. 40 STREET ELBOH (TxT) g EDGE OF PAVING, HEADER OR BUILDING NALL 2 @-N-3~-'. 5 T __ u_rf_R_o_t_or __________________ _ 6" I. GEAR DRIVEN ROTOR 2 FINISH 6RADE 3. SCH. 40 PVC LATERAL PIPE 4. SCH. 40 PVC TEE (SxTxS) 5 SCH BO 4" NIPPLE 6 MARLEY ELBOW go• (TxT) 7. SCH BO 12" NIPPLE 8. PVC SCH. 40 STREET ELBOH (TxT) 9. EDGE OF PAVING, HEADER OR BUILDING HALL @-~-.:-·.~_h_P_o_p_S_hru_b_R_o_to_r ______________ _ P-5\-=t-4-5 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 Ei;ist Green Street Pasaden;,,, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L2.21 I l • ~ ' I i I ., " :.i ~1 ~l q ., ~\ §1 =' [\ " " t ~! <• ~: i: 1: ., ll :: ti q I ~ z 0 C " I , s:: ~ "" CD 0 m ► :n C ~ 0 ~ a ~ (Aw I ~ Q 0 "' ... 0 r 0 ..;. := :0 ~ 0 ifS ;::r ;>-□ 0 ~ ~ ,.. ~ D ! ~~z 0 < i z .... G) r,.; z D . --c c 0 " ;; s~ ~ ii "" 0 m 1: :n ~ 0 ~ " " ,: --z < I D -< 0 r -· D ,;$ :n ~ 0 ~ D ~ ~ • D ~ ;::r z ~ z 5 ~ G) C z .... < ~ .-z . 0 " C " ~ , ?;: > ·-" z e "' CD " m ,. ·-:n C 2l " z ~ .-.-,,... fl:b ·--~ o.i ) / 'O ,: z I D 0 r D :n ~ " ~ 0 D ~ ~ " ~ z 0 < ;, g 171 1 5' --- CONTRACTOR SHALL PROTECT IN PLACE TURF ROTORS, AND/OR ADJUST THE EXISTING TURF IRRIGATION HEADS S. VALVES ADJACENT TO THE NE',/ CONCRETE ',/ALK, MAINTAIN IOOY. HEAD TD HEAD IRRIGATION COVERAGE IN THE TURF AREAS PER THE CITY OF NE',/PORT BEACH. CONTRACTOR SHALL COORDINATE ',/JTH THE CITY, AND INSTALL THE NECESSARY IRRIGATION EQUIPMENT PER THE CITY DlRECTl□N, CONTRACTOR SHALL PROTECT IN PLACE EXISTING SHRUB SYSTEMS. ADJUST IF SHRUB SYSTEMS TD FINISH GRADE OF NE',/ ',/ALK, @ 0 10 20 r* **'1 • i ornJ NORTH SCALE: 10 20' --------------------------- I \ KEY MAP REF• @ t NORTH DATE BY DESCRIPTION REVISIONS 17 N01E: V.. N.VES1,.S,ICK COUPLERS AND SPNU:: WIRE BOXES • AFIETYPICALLY2' APAFrr. \1 17 ----CONDUIT-- I ·ll --. )---tt---{:,~1)-._-/Jl.___-....r.;,, llil ,1, '----+ff---.../ II APP'D. ; l):'77.);;t±:'--Hf-- I 3: I J> --l n I Ir 1--i ,1 1z f1l I (/) r7 r7 (/) I r7 r7 --l r /tJ -/tJ IRAJQAT!ON ELECTRONIC "I\S,8\JILTS• ALL INFORMATION PR<)Vll)l!D FOR THE SOLE PURP0se OF IMIQATION"I\S-8Ult.T$" DAAW1NGS WM PIIOVIDEOBY eRRECMHNC. El'T DESIGNlMKES NO ASSUMPltONS, NOATAKESAHY FIES?ONSIBUTV FOR 11iE ~ OFlHE 'AS-BUILT" DATAPR<)Vll)l!D BY!ERRECA'SINC, RECORD DRAWINGS APPROVED DATE D£SIGN£D D.G. CHECKED D,G./R,V. DRA',/N lRRIG. STAFF DATE 60 SB CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 1· I 112~•-------- 2' 3' ----tt----- 4• -----tr---- NOTE, LATERAL LINE SIZE BET',/EEN T',10 IDENTICAL TICK MARKS SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE IS 3/4', FOR IRRIGATION LEGENDS REFER TO SHEET L2,)7 FOR IRRIGATl□N C□NSTRUCT!□N NOTES REFER TO SHEET L2,1B FOR IRRIGATION I.R.',/,D, NOTES REFER TO SHEET L2,19 FDR IRRIGATION DETAILS REFER TO SHEET L2,20-L2,22 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FOR SPECIFIC REQUIREMEf\fTS FOR FOR OBTAINING SERVICE CALL (949) 453-5.300.P _C_# __ _ ONS!TE APPROVAL _________ DATE ____ _ 3l872 Car:tlno Co..plstro.no So.n Juo.n Co.plstro.noJ CA 92675 949 661-7127 F"AX 949 248-2599 BDNIT A CANYON SPORTS PARK IRRIGATION PLAN 1214 Ea.st Green Street Po.so..deno., -CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NE\./PORT BEAC L 2.1 PUBLIC \JORKS DEPARTMENT SHEET 1!i or 13 3 I UI ~ 1-- "--" \I' 'I I c.:;.-I xi ~ J . .:l--?---. ,,: -5 --+ --e, ~ .:s 59 SB MACARTHUR 20' 17 17 17 L El----------\7 17 11 -------- '"-:! I ---------,1•-~---------o--- ('lJ dH @>--+Hlll--1@,-........-ttll--1@17 --+--1@ c,, I · 11 >-----® _J I f-I w w-r--@ ~ I w I ~-+'-""'---@ C\7 ± r:;;,._-~ \5 ± '\!.'.,/r--::f::---,@1----l1t1fl-l --,@\.-----11+-I --1@\.-----1\+-I _...,® ' 25' 17 17 BLVD, 14' 30' 17 \1 61 SB NOTE: VALVES, QUlc:K COUPl.!RS AND SPARE WIRE EJOXES ARE TVPICAU.Y 2' /PAffr. 57' 17 L-----------~-!!F----------- 17 17 11, N ___. - - ___. --------------w (/) --I w z 1---j "' _J I u ~-L tt. J------{tj, /---1---/ ---~ N•---~ t ~\-...+--\ ✓ N}--------(1vJ---+---f J--+----11v}--ft---11"J--tf---{ )--t\t---j--!H--{w"------lt--\!'V---r---\"' 76 SB KEY MAP NORTH SCALE: 1' = 20' 51 SB ~: di 40 SB 39 72 SB SB /+ 21 SB REF• NORTH DATE BY DESCRJPH□N REVISIONS "' ·~ ' 36 SB ' 5' H CALL TOLL fREE 1-800-422-4133 BEFORE YOU DIG APPROVED APP'D, DATE DESIGNED D.G, CHECKED D,G./R,V, DRAYN IRRIG. STAFF DATE 40' 57' 15 15 12 12 12 IFIRIQATlON ELECTRONIC 'A$-9UILTS" CON.# U MV 4' FS 2' 7' 7' \1 17 •\5 I I 15 15 17 12 15 ,a ,a ,i 12 12 1: !;! ~ 17r---++----fio 1s 6·====-::::------::::1 (/) ....... ---= -------------6JI, \---/H---{IS LATERAL SIZING LEDGEND 3/4'------- 1 1/4,__---++---- I 1/~•~--ttt----- 2· ----t----- 2 1/2-'-' ---:±::----- 3' ---±!:---- 4' ---;-i---- NOTE• LATERAL LINE SIZE BEHIEEN Tl/0 IDENTICAL TICK MARKS SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE IS 3/4', FOR IRRIGATION LEGENDS REFER TD SKEET L2J7 FOR IRRIGATION CONSTRUCTION NOTES REFER TD SHEET L2.18 FOR IRRIGATION I.R,'<l,D, NOTE:S REFER TO SHEET L2,19 FOR IRRIGATION DETAILS REFER TO SHEET L2.20-L2.22 AU.INFDRMA.'TION PROVIDED FOR 1llE SOLE PURPOSE OF IRRIGATION 'AS-SUILTS' OM\'IIN® WAS PAOVIOEDBV ERR£CA'S INO. !PT DWGK MAXES NO ASSUMPTIONS, APPROVAL FOR ONSITE RECLAIMED '<IATER SYSTEM ONLY '<IATER METERS AND ALL CONNECTl□NS TD IRVINE RANCH '<IATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH' I/ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FDR SPEC!f'IC REQUIREMENTS FOR NOii TAHES ANY R!!SPONS181UTYFOR THE ACCURACY OF THE 'AS-BUJL1' DATA PROWlED BY EMECA'S-INC, RECORD DRAWINGS FOR OBTAINING SERVICE CALL (949) 453-5300. P,_,Cc:,# __ _ DNSITE APPROVAL ________ DATE ___ _ IEJPT Slgnc.:tlfre ~~., iio;ti . 31872 Co.Mino Co.plstrano So.r'l Juo.n Co.plstro.no, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green St~e~t Po.so.-deno., CA 91106 626 795-2008 FAX 626 795-2547 • ' BONITA CANYON SPORTS PARK IRRIGATION PLAN CITY OF NE\./PDRT BEAC L 2.2 PUBLIC IJ□RKS DEPARTMENT SHEET OF 13 3 P-5114-S \ '· ' '-I )> "I "I v'l -- I i--~ o::i I +- z.. r-3 o· ~ -\' -}-J -u -p > ! -- (\J (\J _J 1--w w I I ~ I w 1 12 LJ v'.) I LJ z 1---f _J C\I :r u I-- <[ ~ I • I I I I 17' 5' 26' 15 9' u 1sr-----t.r; JS + 11' 8' 88 SB 63 SB 19 JS 90 89 SB SB 31' 14' 15 15,,-___ --li ' 15,,--+---! 86 SB 88 SBMACARTHUR BLVD, lSJ-----<:JSr---t---1 7' ' 128' 46' 15 }----j----\17 17 17 17 ________________ ___,, ____ _ 6' Jt---ft----{Js}----ft---{:JSJ---tfl----(i17)----+ft---{17}--+---{l7}-----J::--7l 7\---:!:---'<V 88 SB 8' 27' -Q---±----1_17\---+ll---l: ,, 42' II I I ' lSJ---f-1---...f lSJ---ft---{,tS >--flt---{ ' lS:)---1f+t/----liisJ--+----<1sJ-------11s,J--+----,1sJ-::E-'---+-< IS 11 12 15 JS 12 lJ JS 16' 44' 13' CON.# p MV 4' FS 2' 0 10 20 r ""' 1 r •i§M "* L! # NORTH SCALE: 1u 20' 12,-__ -J. 12/--------{i,5'\.-l-r--T\" J-----!r::--fl12\---3=-----\.: 11 NOTI:: VALVES, ,QUIOKOOUPLERS AND SPARE WIRE BOXES ARE TVPICALLY 2' A.PNff. 84 SB KEY MAP REF• NORTH DATE 12 12 ' \ \ " " r " 7' 11' BY 1---t---{lSJ-----✓ 17\....-----+---117 l7)---±--·{J7'J---ftt----1J7\----\11--I/ w w (/) 12 !2 12 ... ~ ~-~ 89 SB 89 SB DESCRIPTION REV!Sl□NS ll 1! 11 12 15 15 le ----------------- II IS ---..... ~ ----, --+---\-:-,,. - 8, =----lSr ~ 12 22' 16' 1.------12 12 I w z f----1 _J I u _1---<[ I I ~ EXISTIN~ 43' RESIDENTIAL 80 SB 87 SB As .... Gu.i It IMGA110N aeemONIC 'AS-BUJI.TS' AU.INFOAMA1101,fPROVll)!![)FQR'!HE.SQI.EPlJRl'OSEOFIRRl8ATION'AS,SlJILTI!' DRAWINGS WASPROVIDED BY ERREC/\'S INC. El'T DESIGN MAl<ES NO ASSUMPTIONS, I\IOR TAl<ESAIIY AeSPONSIBIUIY FQRTHS I\CCURI\CY OF THS 'AS-BVILl' DATA PROVIDED BY l!!IRl,l)A'S INC. RECORD DRAWINGS APPROVED EIP DATE DRA\o/N !RRIG, STAFF APP'D, DESIGNED D,G, CHECKED D,G./R,V, DATE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 3/4' -------- 1· 1 1/4~----+t------ 1 112~· -------- 2· 2 1/2'--' ----=F----- 3' 4' . N□TE• LATERAL LINE SIZE BETIJEEN TV□ IDENTICAL TICK MARKS SHALL BE SIZED THE SAME, MINIMUM PIPE SIZE IS 3/4', FDR IRRIGATION LEGENDS REFER TO SHEET L2,17 FOR IRRIGATION CONSTRUCTION NOTES REF"ER TO SHEET L2,18 FOR IRRIGATION !.R,W,D, NOTES REFER TO SHEET L2;19 FCTR IRRIGATION DETAILS REFER TO SHEET L2,20-L2.22 APPROVAL FDR ONSITE RECLAIMED WATER SYSTEM □NL Y YATER METERS AND ALL CONNECTIONS TD IRVINE RANCH YATER DISTRICT F AC!L!TIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FDR SPECIFIC REQUIREMENTS FOR FOR OBTAINING SERVICE CALL (949) 453-5300, :..;PC"-'#'---- □NSITE APPROVAL _________ DATE ____ _ 3t872 Co.Mino Co.plstro.no So.n J~o.n Co.pJs'tro..no1 CA 926 75 949 661--7127 FAX 949 248--2599 BDNIT A CANYON SPORTS PARK IRRIGATION PLAN 1214 East Green Street Poso.ci:ernl., CA 91106 626 795--2008 FAX 626 795--2547 CITY OF NE\./PORT BEAC L 2.3 PUBLIC WORKS DEPARTMENT SHEET OF 13 3 P-5114-S u ► ('- \I' I , I ,.,_, (? I}) :;. --"t' r--1 "\ "\ ~, C-f -.I ...._ ' .::+-c,- ) --t, p :s (Y) cu _j I-w w I (/) w w (/) I w z 1--1 _j I u j- <I ~ MACARTHUR BLVD 12' 54' 101' .25' 15 15 15 \5 15 15 15 II 11 tS,\------"{15 1" 12 15 17 12;'\-------l_!te,---itt---,.-,._ ,. 11'>--+----(11ss)--\\--(1s;,....-ltll----""" 'l"----::1c---✓. --~ 17J-----l'IJ---_r;,.,._,,,,, -1~ ---~ I! lS ------ IF CITY !,:LECTS T □ INCLUDE THE □PEN SPACE PLANTING AND IRR!GATl□N SYSTEM \/ITH THIS CONTRACT, THEN THE CONTRACTOR SHALL PERFORM THE FOLLD\IING TASKS FROM CONTROLLER 'U' SUB-MA!N CONNECTION TO THE EXISTING MEDIAN CONTROLLER L□CAT!DN1 CONTRACTOR SHALL INSTALL #12 GUAGE MASTER VALVE \IJRES, AND RAINMASTER FLO\/ SENSOR \/IRE EV-CAB-SEN CABLE ',/!THIN A SCH. 40 1-1/2' CONDUIT TD THE MEDIAN CONTROLLER LOCATED 2,718 FT. D□YN MACARTHUR BLVD. PASS THE BRIDGE TOYARDS FASHION ISLAND, CONTRACTOR SHALL INSTALL RAJNMASTER EV-CAB-COM CABLE FROM TKE \IEST PARK RESTROOM BUILDrNG TO THE MEDIAN CONTROLLER \/!THIN A SCH. 40 1-1/2' CONDUIT, CONTRACTOR Sf/ALL PROTECT IN PLACE ALL EXISTING IRRIGA TIIJN AND EXISTING PLANT MATERIAL FROM THIS LDCATICIN TO THE MEDIAN CONTROLLER, IF REMOVAL OF PLANT MATERIAL AND IRRIGATION IS NECESSARY TO COMPLETE THE IRRIGA T!ON CONNECTIONS. THEN THE CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF THE IRRIGATION AND PLANT MATERIAL \/!TH THE ENGINEER, AND INSTALL THE NECESSARY IRRIGATION EQUIPMENT AND PLANT MATERIAL PER THE CITY DIRECTION. □PEN-SPACE BID ALTERNATIVE: IF CITY ELECTS NOT TD INSTALL THE OPEN SPACE PLANTING AND IRRIGATION SYSTEM \/ITH THIS CONTRACT, THEN THE CONTRACTOR SHALL PERFORM THE F□LLO\IING TASKS FROM THE OPEN SPACE LIMIT OF \/ORK LINE• CONTRACTOR SHALL INSTALL #12 GUAGE REMOTE CONTROL l{IRES & COMMON l{IRES FDR CONTROLLER'S •p• & •u• EACH IN THEIR O',/N 10' R□UN!l GREEN LOCKABLE VAL VE BOX. ALSO, THE CONTRACTOR SHALL INSTALL#12 GUAGE MASTER VAL VE \/IRES, AND RAINMASTER FLO',/ SENSOR \/IRE EV-CAB-SEN CABLES YITHIN A SCH. 40 1-1/2" CONDUITS INTO SEPERATE PULL-BOXES LOC.ATED AT THE OPEN SPACE LIMIT OF \/ORK FOR CONTROLLER 'P' & •u• SUB-MAIN ASSEMl!LIES, CONTRACTOR SHALL INSTALL RAINMASTER EV-CAB-C□M CABLE FROM THE VEST PARK RESTROOM BUILDING NEXT TO CONTROLLER 'U'S' PULL-BOX L□CATIDN ',/!THIN A SCH. 40 1-1/2' CONDUIT. CONTRACTOR SHALL INSTALL THE REMAINING #12 GUAGE REMOTE CONTROL \IIRES & COMMON \/IRES FDR C□NTR□LLER'S. 'Q' g. 'R' EACH IN THl':IR □YN 10' ROUND GREEN L□Cl<ABLE VALVE BOX YITH THEIR RESPECTIVE MAINLINES CAPPED AND STUB-OUT IN THE SAME VALVE BOXES. CONTRACTOR SHALL CAP AND STUB THE LOOPED MAINLINE INTO A CARSON INDUSTRIES VALVE BOX MODEL # 2436, CONTRACTOR SHALL CAP ALL IRRIGATION LATERALS THAT CROSS THE OPEN-SPACE LIMIT □F \/ORK LINE. R 2 20 @ NORTH 10' 8' 57 SB 89 SB 0 10 r 11:1 SCALE: 1# -20' 1,:i-------\15 NOTE: VALVES QUIOK COUPLERS ANDSPAAE WIRE BOXES ARE TYPleAI.LY 2' N'Afff. CON,# R MV 4° FS 2° KEY MAP @ NORTH f-...., X f-...., -__J X -A __J -pq w u w <( f- Cl.. <t: (I) z a:: )<'. w I 0:: 1,- <t: ....! Cl.. <t: ' I I 17 REF• ' DATE 86 87 Q 4 87 SB SB 2· SB 54' 14' 8' 17 17 17 17 17 17 17 --------------' ----------~ ---~----,.......___ -·--------------------------8"' --------~ -----------® 15 17 17 17 17 17 17 17 15 11 11 11 tl l7 l EXISTING R[SJD[NTL'AL 61 SB IRRIGATION ELECIJION!C "AS,BtJIL TS' AU. INFORMil\TION Pll!)VIDEOFOR llll! SOLE PURPOSE OF IRRlGATION 'A&8Ull.TS' DRAWINGS WAS PIIOVll1SD BYr;RRECA'S INC. El'T ~IGNMAl<ES NQ ASSUMP110N$, N9" TAKE$ AN'f RE$!'0Nll1BIIJTY FOR llll! ACCUAACY OF THE 'Alil-Bl.lll.T' l:tATA PRO\lll)il) BY Ef!RECA'S INC. RECORD DRAWINGS APPROVED DATE DY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED D.G.IR.V. 76 SB CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DRA',/N RR!G. STAFF" DATE 17 83 SB 17 l7 I I ft 6'' I I 83 SB 17 17 15 17 6' -------- 9 25 93' 15' 17 17 t.n 17 (U _J I-w w I w w w I (/) I HS I w s I z 1--1 _J I I I u I- I <I ~ • m I ., - I t ~~ 43 LATERAL SIZING LEDGEND 64 SB 3/4'-------- 1' 11/41-'-----lt----- l 1/2~'---ltt---- 2' ------,±----- 2 l/2!L----Jt---- 4' NOTE• LATERAL LINE SIZE BETYEEN T\10 IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4', SB FOR IRRIGATl□N LEGENDS REFER TO SHEET L2,17 FDR !RRIGA TION CONSTRUCTION NOTES REFER TEJ SHEET L2.18 FOR IRRIGATION I.R.Y.D, NOTES REtER TD. SHEET L2,l9 FOR IRRIGATION DETAILS RE'FER TD SHEET L2,20-Li!,22 APPROVAL FOR □NSITE RECLAIMED VATER SYSTEM □NL Y VATER METERS AND ALL CONNECTIONS TO IRVINE RANCH VATER DISTRICT F ACILITlES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH \/ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR FOR OBTAINING SERVICE CALL (949) 453-5300. P:_:C,.:#c..._ __ ONSITE APPROVAL-"--' ________ DATE----- IEPT 31872 Co.l"'ltno Co.r;,Js-tro.no Sa.n Juo.n Co.pl1;;tr,o.no, CA 92675 949 661-7127 FAX 949 249-2599 BON IT A CANYON SPORTS PARK IRRIGATION PLAN 1214 E~st Green Street F>'o.so.eleno,, CA 9'1106 626 795-2008 FAX 626 795-2547 CITY OF NE\./PORT BEAC.1-'---_L _2..,.....4=-=-1 □F133 PUBLIC 'v/DRKS DEPARTMENT SHEET . \ ) 1-, ,---' ' c;: ~ j) :I--~ . ~ s -v ,.... ? :, -..J .Q. ' \II ]) -1\ I \Jl F. -, 89 89 86 127 so M A C A R T H U R B L V D ,_,-;---j---9_0 90 83 86 '-=-=~:t~s;:--B=-=-=-=-~~=-=--=-=-=-=-=-=-=-=-=-=-=-=-s=-B=-=-=-=-=-=-==Ti=.======tt:-==~======r=r=~==i±=======s=B========-=-=-=L---=I_M~ItT=-=-□=-=F--=--=w--=-=□==-R=· ~K~=-=-=--::!-~=-=-=-=-=--:!-~;=s-B=-=-=-=-=-=-=-=-=-=-s=B-=-1=~--=---=--=--=--=--=--=--=~'-=---=---=---=--=-=~~s=B---=---=---=--=--=--=--=--=--=s-B=-= 47' 16' _J I ti f--w w I ~--(:17)-~::J----{17 V) II '._------.Q___-=----.:'.~ 17 17 19 -- __J I • " ~ I '@-----;@-@, ~I I I I I I I I . 16' ---~ to' I 40, 15' 127 TF NOTE: VALVES, QUICK COUPLERS AND SPARE WIRE BOXES ARE TYPICAU-Y 2' APNff. IARIGATION EU!CTRONIC 'AS-IJUII.TS' kJ 127 TF AU. INFORMATIOl't PFIOVlOSD -THE SOLE PUAPO/lE OF IRAIGATION'AS-BUII.J'S' -GS WIS PROVIDED BY ER!1ECA'S 100. El'l' Dl!SIQN MAJ<ES l'tO ASSUMPTIOl4S, NOR TAl<!!S IINY ll!;SPONSIIIIUT FOR 1HE AOOUAACY OF THE •AS-illJILl' DATA PROVIDED-BY ERRf:OA'S INC. RECORD DRAWINGS 0 10 20 NORTH SCALE: 1" 20' 15 17 15 17 17 15 15 17 12 TF KEY MAP NORTH DATE BY DESCRIPTION REVISIONS 5' 15 15 15 --....,... _ 15 15. 18' 15 21 APPROVED DATE DRA\IN APP'D .• DESIGNED D . IRRIG, STAff CHECKED D.G.IR.V, DATE 17 15 17 15 45' SB .. 15 25' 'v CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG I I'--I ru 15 __J I f--w w I V) 27 27 a w 59 TF 4'' w ' V) I w z f-! _J I u I f--<[ I :z::: I 82 TF LATERAL SIZING LEDGEND 3/4' 1' 1 1/4 1 112' 127 2' TF 2 1/2' 3' 4' N□TE• LATERAL LINE SIZE BETIJEEN TIJO IDENTICAL TICK MARKS SHALL BE SI.ZED THE SAME. MINIMUM PIPE SIZE JS 3/4', FOR ,JRRJGATJ□N LEGENDS REFER TO SHEET L2,17 FDR JRRJGA TI□N C□NSTRUCTI□N NOTES REFE:R TO SHE:ET L2.18 FOR IRRIGATJ□N J,R,'w',D, NOTES REFER T□ SHEET L2.1'> FOR IRR!GATl□N DETAILS REFER TO SHEET L2.20-L2,22 APPROVAL FOR ONSJTE RECLAIMED \J.AJER SYSTEM □NL Y 'w'ATER METERS AND ALL C□NNECTI□NS TD IRVIN€ RANCH 'w'ATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH \./ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FDR SPECIFIC REQUIREMENTS FDR FOR OBTAINING SERVICE CALL <949) 453-5300. '--'PC=l! __ _ □NSITE APPR□VAL ________ DATE ---- EPT 31872 Ca.r,ln_o Co.plstra.r10 So.n Juo.n Co.plstro.no, CA 92675 94'> 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK IRRIGATION PLAN 1214 Ea.st Green S~reet Po.so.cleno., CA '>1106 62~ 7'>5~2008 FAX 626 795-2547 CITY OF NEw'PDRT BEAC.l-'--_L_2_.5----i PUBLIC \JORKS DEPARTMENT SHEET □F 1 J J I i \}) ; \j\ 0 "<:;, :5 a-C -" -I-II\ ~ ~ "' '\i ~ -;:, -? ;s (__,,~ -_ Cl ;: 0 5 lJ ' "' , I -, ..J ~ ' If- l-J "'I ~ r-"'I , ~ I c.P \ )-.:, J) -+-~ u, ,,-> :) ----u --t p 5 i BID AL TERNA TE NOTE: IF THE CITY ELECTS TO INSTALL THE TENNIS COURTS AS PART OF THIS CONTRACT THE CONTRACTOR SHALL NOT INSTALL VALVES T-5 S. T-6. THE CONTRACTOR SHALL CREDIT THE CITY FOR THE VALVES, ROTORS, LATERAL LINES, CONTROL \,/IRES FOR THESE VALVES PER THE CITY'S ENGINEERS REQUEST AND DIRECTION, 0 10 20 I " iil~ •• l. NORTH SCALE: 1, -20' 43 SB TR CON,# T MV 4' FS 2' CON,# S MV 4' FS 2' ll!RlGATION ELECmONIC •AS,.B\JILTS' AU. IN!'OIV,!ATION PR0\IID£0 FOR ThlE SOLE PLRPOSE OF IRRIGATION 'AS,B\JILT$' --W/IS PAOVlOEOBYERflEQA'.$ INO. l;PT OE$1GN MAl!ES NOASSUMPllONS, NORTAK!!S1'N(RESPClNSl81UTYl'ORTHEACCUIIACYOFTHe'A$.BIJIL1' DI\TAPROVIOE08YERflEQA~INC. RECORD DRAWINGS KEY MAP REF• DATE BY 20 SB TENNIS COURT ,15 SB 30 SB DESCRIPTION REVISIONS APP'D. APPROVED DATE DESIGNED .G, CHECKED D,G./R,V, signa'.tvl"e ~ DRAl,IN IRRIG, STAFF ba.te DATE NOTE: VALVES, QUICK COUPLERS AND SPARE.WIRE BOXES ARE TVPICALLY fr APART. J'~ <:'<' /' < ~> CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 3/4' -------- I' ----1----- I 1/41.,_---l+---- I l/~''----+i-1----- 2' ---+--- 2 112a•-----=+=---- 3' ----++----- 4' -----t+---- FOR IRRIGATION LEGEN.IJS REFER TO SHEET L2.!7 FOR IRRIGATION CONSTRUCTION NDTES REFER T□ SHEET L2,18 FOR IRRIGATION l.R.1,1,D, NOTES REFER TD SHEET L2.19 FOR IRRIGATION DETAILS REFER TO SHEET L2,20-L2,22 APPROVAL FOR ONSITE RECLAIMED \,/ATER SYSTEM □NL Y \,/ATER METERS AND ALL CONNECTIONS TO IRVINE RANCH \,/ATER DISTRICT F ACIL!TIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH \/ATER DISTRICT SUBDIV!Sl□N/ DEVELOPMENT SECTION, FOR SPECIFIC REQUIREMENTS FOR FOR OBTAINING SERVICE CALL (949) 453-5300. c..:PC:.,::ll __ _ □NSITE APPROVAL ________ DATE ___ _ 31872 Co.MlnO Co.plstr-o.no So.n Juan Co.plstro.no, CA 92675 949 661-7127 FAX 949 248-2599 BON IT A CANYON SPORTS PARK IRRIGA TI□ N PLAN 1214 East Green Street Po.so.oleno., CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NE\./PDRT BEAC L 2.6 PUBLIC \v'DRKS DEPARTMENT SHEET □F 13 3 f vl LN ~ 0 ~ .., :c.... I>~ ";! \J\ 5> ~ r\ f t ' "-'-• ,;:O>' ] ~ ::::i,. J'· ~-"' ,, ~-I--. t N Q• s . <S'I --:, s,---t :s 80 SB 81 TF 38 TF 71 TF 51 TF 40 TF Ln ('LJ _J f-w w I (/) w w (/) I w z t--i _J I u f-<[ ~ I I I 9 I I I 1 I I I 2 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG MACARTHUR BLVD 79 SB 44' 30' 34' 15 151-------f • 29 67 22 42 KEY MAP TF SB TR 3 TR NORTH SCALE: 1" 20' 47 SB REF• DATE BY IIIRIGATION El.ECTRONI¢ "A$-BIJllTS' / / 39' 17 -".<;;i>' ,,(.,<:>¥ 16 SB , ---t-----\19 19)- 120' NOTE: VALVES, QUICK COUPLERS AND SPARE WIRE BOXES ARE lYPICAU. Y 2' APAFrr. 1/. ,,,, -:::,,,,,,, / / / ~ 57 SB 19, rn CON.# Q MV 4' FS 2' P□C #1 RECLAIMED \./ATER INFORMATION \,/ATER METER ELEVATI□N•-----'il"-=95;;.,'-- \,/ATER POC H.G.L., _______ 4""'5~0'=~ POC STATIC PRESSURE• ----~l!=O~P..,,S.,.l_ REQUIRED DYNAMIC PRESSURE• --~ll=O_P~S=l- MAXIMUM PEAK IRRIGATION DEMAND, 600 GPM CIVIL STA TIDN NO• 4+40,12 METER ADDRESS, '-'--+-17i.2ci'1 ,..._ "a-□N=r""T"'"A-,C""A"'N"'YO,a;Nc;-- TOTAL AREA SERVED, 701,316 SQ.FT. • MA\,/A• 701,316 sq.ft. " 48.2 " .62 " ,8 = )G,766,502 GAL/YR. E\,/U TURF• 169,884 sq.ft. "' 48,2 * .62 ,. .95 I .7 = 6 ai9.96) GAL/YR, E\,/U SHRUB, 531,432 sq.ft. " 4a2 * ,62 " .4 I .625 = 9,075,037 GAL./YR. TOTAL E\,/U, 15.964.998 GAL/YR, SET PRV /MY FOR CONTROLLER '□' AT, 188 PSI SET PRY /MY FOR CONTROLLER 'P' AT• 84 PSI SET PRY /MV FOR CONTROLLER 'O' AT, BJ PSI S.ET PRV /MV FOR CONTROLLER 'R' AT1 89 PSI SET PRV /MV FOR CONTROLLER 'S' AT, 89 PSI SET PRV /MV FOR CONTROLLER 'T' AT• 86 PSI ALL INFORMATION PROVIDED FOR THI! SOLE PlJfll'O$I! OF IRRIGA110N 'AS-QUllTS" SET PRY /MV FOR CONTROLLER 'U' AT, 60 PS.1 DRAWINGS WAS.Pl'IOVlllEQ BY EIIRECA'S !NO. EPT DESJS>I MAl<l!S NO ASSVMPT10NS, NOA TAl<ES ANY RESFONS.llllUJY FOR TI<£ ACCURACY OF THI! 'AS-BU!l'T" DATAPROVJOED SY ERR!CA'$ INC. RECORD DRAWINGS APPROVE] DATE DRA\IN BID AL TERNA TE NOTE: IF THE CITY ELECTS T□ INSTALL THE BASKETBALL COURT AS PART OF THIS CONTRACT THE CONTR_ACTDB SHALL NOT INSTALL VALVE S-12, THE CONT!<ACTDR SHALL CREDIT THE. CITY FOR THE VALVES, ROTORS, LATERAL LINES, CONTROL \ilRES FOR THESE VALVES PER THE CITY'S ENGINEERS REQUEST AND DIRECTION, JEIPT SlQno.ture ,J!P~t'\ E o.t n DESCRIPTION DESIGNED D;G. CHECKED D,G./R,V, !RRIG. STAFF bate REVISI□NS DATE 1 91 SB 2 0 >- 2 <:[ u CON,# 0 MV 8° FS POC #1 \,/M 4' BS 3' 10' LATERAL SIZING LEDGEND 3;4•-------- 1· ----+---- 11/4,L-------- 1 1/'2'-' ---t+t---- 2' ---+---- 2 1/2'.!..' -----!---- 3' ----#----- 4' ----I+---- FOR IRRIGATION LEGENDS REFER TD SHEET L2.17 85 SB FOR IRRIGATION CONSTRUCTION NQTES REFER TO SHEET L2.18 FDR IRRIGATION l,R,\i,D, NOTES REFER TD SHEET L2,19 FOR IRRIGATION DETAILS REFER TO SHEET L2.20-L2,22 APPROVAL FOR □NSITE RECLAIMED liATER SYSTEM □NL Y \,/ATER METERS AND ALL CONNECTIONS TO IRVINE RANCH \,/ATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED TKROUGH THE IRVINE RANCH liATER DISTRICT SUBDIVISJ□N/ DEVELOPMENT SECTION, FDR SPECIFIC REQUIREMENTS FOR FDR OBTAINING SERVICE CALL (949) 453-5300. P~C~#~-- □NSITE APPROVAL _________ DATE---~- 31872 Co.Mino Cnplstrano San Juun Co.plstr-o.no, CA 926 75 949 661-7127 FAX 949 248-2599 BON IT A CANYON SPORTS PARK IRRIGATION PLAN 1214 East Green Stree~ Paso.deno. CA 91106 , 626 795-2008 FAX 626 795-2547 CITY OF. NE\v'PDRT BEAC L 2,7 PUBLIC w'DRKS DEPARTMENT SHEET aF 13 3 \ \)'\ OJ r--6 0 :;, ~ :S -. ~ -I-~ I).. "' V\ ~ ~ S' :s "l'5 ~~ -J" >::. 5, ~ .:i. "\ I'-"\ "' I c.s-· I N ,:, ~ ..J ~ s:-c· -. .:s ..... \J :is- ::s . / 90 SB 12 TR 30 SB 8 TR H ~ D Li__ CD • ammaamDmnmmn••••~•••-~•••• .....___ MATCHLINE -SEE SHEET L2.09 KEY MAP @ 10 20 40 @ ~ 1 NORTH ----NORTH SCALE: lH -20' ' IRRIGATION EI.EcmoNIC 'A&BUII.TS" AU. INFOllMATION Pl!OVIDED FQR THE SOLE PUllPOSE OF IRRIGATION "A$,81JLTS" OAAWINGSWMPAOVIDEOBYERR!!c;A'SINC, EPT'!la!~MAKES NOASSUMP110NS, NOitTAICESN«RESPON$lau.nYFOR-THEACCURACYOF1HE•AS-BU1Ll" DATA PROVIDSD BY EI\RECA'S INC. RECORD DRAWINGS REF• APPROVED ~--J--1,--------------'r---JDATE DATE BY DESCRIPTION REVISIONS APP'D, DESIGNED D.G, CHECKED D,G./R,V, DRA\,/N IRRIG, STAff DATE ,r•• fl fl I 16 TF ~· g, ~, y Ck G_ I Of f-_ I ~. -Jf ' I I II I I II II ' fl I I I I I I I I I I I ~ :;; el ~ ;; $1grurti.(l"e ~ ~(-it D41:e or er.. I l l l ~ -C!O <[ o_ b ..... z D >-z <[ u <[ NOTE: VALVES, QUIOK~RS 1 AND SPARE WIRE . • . r-L--__;ARE:::,. ·:..:.TYPICAU.::.:..· ,:: .. :..-:· ::::Y.:..:2':..;AP.,;;.. _MT~.....,. ~ 1---/ ... z D ~ 10 TR 55 TF 11 TR I,.. MAINUN-.-· -E-10' ___ FR_OM ___ ED_·_GE-::,1 . OF SIOl!!WAU< (TVP.) . 20 TR CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 3/4'------- I' ---+------ 11;4,~---+1----- l 1/2'---+H---- 2' ---±---- 3' ----'If----- 4' ---H----- FOR IRRIGATION LEGENDS REFER TO SHEET L2,17 lief l!i!Dil FOR JRRIGA TION CONSTRU.CTION NOTES REFER TO SHEET L2.18 FOR IRRIGATION !.R,1,/,D, NClTES REFER TCl SHEET L2.151 FOR JRRIGATlClN DETAILS REFER TO SHEET L2.20-L2,22 APPRClVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TD IRVINE RANCH WATER DISTRICT F AGILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE I_RVINE RANCH 'v/ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FDR SPECIFIC REQUIREMENTS FOR FDR OBTAINING SERVICE CALL <949) 453-5300,P :..,C,:.::# __ _ ONSITE APPROVAL _______ DATE---- Tc P T , 31872 Co.Mino Co.plstro..no ~ • So.n Juan Co.plstrQ.no, CA 92675 949 661-7127 FAX 949 248-2599 BON IT A CANYON SPORTS PARK IRRIGA TON PLAN 1214 Ea.-st Green Street 626 79~~~~E!W"°'fA~A62t11~~5-2547 CITY OF NE\./PORT BEACH L 2,08 PUBLIC \JORKS DEPARTMENT SHEET □Fl 3 3 rn r--\II Q ? 1> ;, -. IL -< t-V'I ,\-,... I! \) r, ~ ;;S. ~ ~ '--" "~ 1 ~ UI ) -.... .. ' .Jt --0 f ) 10 55 15 125 TR SB TR TF MA1CHL1NE ----.. ----' ' • '<' X =\ RESTR□NDGM D <N 11~9) BUILDl 24 -- SB --\ •• CONTROL ROOM 4 •• 65 SB & 4' '------ CONDUIT •• 17 D 70 X 0 • 70 D J> oi • 1-1'1-1" NOTI:: VALVES, QUICK COIJPl;.ERS AND SPARE WIAE BO><ES ARE TYPICALLV2' APAfff. 102 SB 37 SB 125 TF 56 bl TF POC #2 RECLAIMED 1,/ ATER INFORMA TIDN VATER METER ELEVATION• 170' \,/ATER POC H.G.L., 450' P□C STATIC PRESSURE• 120 PSI REQUIRED DYNAMIC PRESSURE• 96 PSI MAXIMUM PEAK IRRIGA TI□N DEMAND• 252 GPM CIVIL STATION NO• 20+4,25 METER ADDRESS• '""----,;;18"'0'"'1 """'B□""N""I"'"TA,---.,.C"'AN"'Y"'O""N- TDTAL AREA SERVED• 283.140 SQ.FT. MA\,JA• 283,140 sq.ft, " 48.2 " .62 ,. ,8 = 6 .769,08~ GAL/YR. E\,JU TURF: 152,460 sq,ft, " 48,2 " ,62 ,. .95 I ,7 = 6,183,299 GAL/YR. E\/U SHRUB• 130,680 sq.ft, * 48.2 * .62 ,. .4 I ,625 = 2.23).567 GA\...IYR. TOTAL EVU: 8,414,866 GAL/YR, SET PRY /MY FOR CONTROLLER 'M' AT• 89 PSI SET PRY/MV FDR CONTROLLER 'N' AT• % PSI (') •• • = = X •• • • Cl) ... BID AL TERNA TE NOTE: IF THE CITY ELECTS TO INSTALL THE RESTROOM BUILDING AS PART OF THIS CONTRACT THE CONTRACTOR SHALL INSTALL VALVE N-18, THE VAL VE SlZE SHALL BE 1', THE CONTRACTOR SHALL AL SD PROVIDE TEN <10) PIJP-UP SHRUB BUBBLERS AND NECESSARY LATERALS FOR THE THRE:E PL.ANTERS AT THE: SIDES Of THE BUILDING, SPACE BUBBLE.RS 2'6' APART. THE CONTRACTOR SHALL CREDIT THE CITY FOR THE ROTORS AND UNUSED LATERAL LINES, FOR THIS AREA PER THE CITY ENGINEERS REQUEST AND DIRECTION. 0 10 20 :¢ iii ti NORTH SCALE: lu -20' 8 TR 43 53 45 TF SB 52 SB -SEE SHEET L2,08 ----- , -"!!!!'!f..'!!!'!!~~- 2--+-----,ll'fJ-+'-+---O 29 MATCHLINE -SEE SHEET L2.10 KEY MAP NORTH IRRIGATION aecmc>NIC •AS-BUILTS" AU. INFOIIMATION PI\OVIOiD FOR 'IHE SOU; PURPOSE OF ll'IRIGA110N 'A$,l!Ull.TS' DRAWINGS W/IS PROVIOEO &V E!IREC'IS.INC. EPT DESIGN MAl<l!S NO ASSUMPll0NS, NOR TAl<ES-RalPQN611llUTV !'OR '!HE ACCURACY OF'IHE 'As-lll.lll.1' llATAPRQVIOB:)BYERR!!CA"elNC. RECORD DRAWINGS REF• APPROVED DATE DATE BY DESCRIPTION APP'D, DESIGNED D.G. R£VIS11JNS CHECKED D,G./R,V. 8 TR mm • • • em DRAIIN IRRIG. STAFF DATE ' ... IQ 3' it> ... b> ... z □ >--z <[ u l~lr.c~)EDGE I <[ f- I--/ (N,,1) z __ ____ 64 SB 13' !::/0 I ~ 3 POC #2 4' L ~ I I I -I I I -I I I I I -I l. I CONDUIT a, ii, ii, 2' - FOR IRRIGATION LEGENDS REFER TO SHEET L2,17 \./M 3' BS 4' CON #M MV 4' FS 2' CON #N MV 4' FS 2' 48 TF 88 SB 79 SB 38 SB 125 LATERAL SIZING TF 3/4' 125 1' TF 1 1/4 125 1 1/2 TF 2' 125 2 1/2' TF 3• 4• CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LEDGEND APPROVAL fOR ONSITE RECLAIMED \/ATER SYSTEM ONLY \/ATER METERS AND ALL CONNECTIONS TO IRVINE RANCH \,/ATER DISTRICT FACILITIES MUST BE APPLIED FDR/OR APPROVED THROUGH THE IRVINE RANCH \/ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FOR SPECIFIC REQUIREMENTS FOR FOR IRRIGATION CONSTRUCTION NOTES REFER TO SHEET L2,18 FOR IRRIGATION I.R,1/,D, NOTES REFER TO SHEET L2.19 FOR OBTAINING SERVICE CALL (949) 453-5300, '--'PCc.cll __ _ ONSITE APPROVAL ________ DATE ___ _ FOR IRRIGATION DETAILS REFER T□ SHEET L2,20oL2.22 JEJPT 31872 Carilno Co.pls-tro.no So.n Jr...10.n Captstro.noJ CA 92$ 75 949 661-7127 FAX 949 248-2599 1214 Eo.s-t Green S-tree-t Po.so.cieno., CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK IRRIGA TI□ N PLAN ITY OF NE\v'PDRT BEACH L 2,09 PUBLIC \,JORKS DEPARTMENT SHEET OF 13 3 As-Bu.; f, V\ OJ r--~ 0 ~ :s ' ~ P-~ -. J :t- -0 ~ "" cJ ~ A cJ 0 5 -1-., t "I I'-"I ~-l I l) ~ }., :::l--i: ~. ....0 :f =+ l 62 TF 78 TF 39 SB •• 48 SB 125 TF 87 SB 103 TF MATCHLINE --- ' "' \ -I 1 I \ J-1.lt----+----!~ X 18' X -X MESA VIEw :~ < "2• 1 >~--------- 37 IAAIGATIOO ELEC'IRONIC 'AS-i!UILTS' s B ALL INFOllMATlON PROVIDEIHOll 1!iE SO\.E PIJRl'OOEOF IRRIGATION 'AS-BUii.TS" DRAWINGS WAS PROVIDED iWll!IIIECA'S INC. f;PTDESKlN MAKE$ NO ASSUMl'IIONS, ~ T.Af(;ES-ANY FIESPONSfBIUTY FOR THE ACCURACY OF THE •AS-8lJILT- DATAPROV1DEOJJVcEARECA'SINC. RECORD DRAWINGS @ 0 r'; NORTH SCALE: 1" -20' KEY MAP 21 SB @ NORTH -SEE SHEET Bl!llllli --L2,09 ----lil!li8t--11111 - 'I < 4' 125 43 TF TF REF• APPROVED DATE DAT£ BY DESCRIPTION APP'D, .DESIGNED DRA¥1N IRRIG. STAFF D,6, • REVISIONS CHECKED DATE D.G./R.V, 3.1' ,, I I I -I I 4 I -I I I ,. I. -I J I I -I -.. J . i ~ .. I I signo.fare . t,J;Wii, Dales -.,.. ... m 125 TF z □ (M 1)" >--/ . 2'. SB z <[ (M 1, 49 LJ,,,...-. 2'. TF <I f---- t--l z D P=1 NOlE: VALVES QUICK 00UPl,ERS Af'JD SPMEWIREBOXES ARE TVPICALLY l' APNrr, 54 SB 46 TF CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEDGEND 3/4'------- 1' ------- 11/2"-----H+---- 2' ----±----- 2 l/2!"----±----- 3' ----fr---- 4' ---±t---- f□R IRRIGATI□N LEGENDS REFER TO SHEET L2.17 FOR IRRIGATION CONSTRUCTION NDTES REFER TO SHEET L2,19 FOR IRRIGATION l,R,¥1,D. NOTES REFER T□ SHEET L2,19 FOR IRRIGATICJN D.ETAILS REFER TO SHEET L2.20-L2.22 APPROVAL FOR □NSITE RECLAIMED ¥/ATER SYSTEM □NL Y ¥/ATER METERS AND ALL CONNECTI□NS T□ IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FDR/OR APPROVED THROUGH THE IRVINE RANCH ¥/ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FOR SPECIFIC REQUIREMENTS FOR FOR OBTAINING SERVICE CALL (949) 453-5300, ~PC~ll __ _ ONSITE APPROVAL ________ DATE ___ _ IEPT 31872 Co.Mino Co.pls-tro.no $0.n Jl.l:an Co.plstro.no~ CA 92675 949 661-7127 FAX 949 248-2599 B□NIT A CANYON SPORTS PARK IRRIGATION PLAN 1214 East Green Street Po.s:o.oleno.~ CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NE\./PORT BEACH L 2.10 ,--------< SHEET OF-13 3 PUBLIC 'w□RKS DEPARTMENT \{\ r.t1 I'--~ :5 ? I) --"I --.\--\--5) r,_ vi V\ ~ n ~ fe-1 ~ ;s. "' 0 U, $ 1-J ::i> r-... "' I "\ I ,. i:, q 0() ~ ~ -· -Cl o· -t-.! \) f \ I 24 TF 100 TF 61 SB 22 TF I MAINIJNE 13' FROM EDGE ·.I at= SIDEWALK (NP,) 113 TF ~ ,... ~; ~,-13) "'-:1'--!'l.i / / ~; (H 1,1? -~,t--->t-i-lf--m--.eJ--' -~-;--+~_H_2_,1_5>_· r---'° I I 6' 0 MESA VIEw • ... -,, 93' ...................... ~ ' • .Pl-I--! ill 25 ---25 --27 15i}---{1t5 15 38' I BAU.FIELD MA1NUNE 5' I · •FROM Ft:NCE El>Gr; 1YP .• ----"' llmlG,I.TION WCTR()NIC 'Afl.BUU.TS' AU. INFOllMAllQN PROVll)Ef) FOR THE SOLE PURPOSE OF IRRIGATION 'Afl.BUILTS' DAAWINGSWAS l'IIOVll>l!I) BYE-'SINC. EFTDl!SIGNMAJ<ESNOASSUMPl10NS, NQR TAl<ES N<Y .RESPON8191U1Y FOR l>IEACCURACY OF THE 'A/il-BUILl' DATAPROYIDEO.BY~A'SINC. RECORD DRAWINGS @ 20 40 I I NORTH SCALE: 1' -20' 53 TF KEY MAP 24 SB 15 I MAINLIN_ •. E 16' FROM EDGE I _ot=SIDEWALK(T'YP,) _ - 85 TF @ NORTH 28 SB -- CHLlN REF• ' DATE BY SI \ 3'\ I \ I l I I 3' 39 SB --s I_ -- 9' CON.# K MV 4' FS 2' 1' 7' -SI . -CONDUIT____ ' sr '\ ' ' ' ' 'ii> ' \ I I I l I I I %I I I ~ I SHEET L2,12 9 TF 24 TF 24 TF DESCRIPTION APP'D, REVISIONS APPROVED DATE DESIGNED D,G, CHECKED D.G./R,V, DRAw'N lRRlc. STAFF DATE !) I I I 16' I \ t I :,;,,Ai(iJul~· "' • i . S!gna.turt> ~'"' onDirl Site l1F C~I. C) .,.. / H 35 TF 41 TF 51 TF ./1""" I MAINLINE_ 12' FROM EDGE I ---...J.... _ at= SIDEWALK (NP.) _ z D >-z <[ u CON,# J MV 4' FS 2' TOBACKSTOP LATERAL SIZING LEDG£ND 3/4' 1' I 1/4 I 1/2' 2' 2 112' I 3• 4• ' ,-~)EDGE I lEP ~~'-' CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG FOR IRRIGATION LEGENDS REFER TO SHEET L2.!7 FOR IRRIGATION CONSTRUCTION NOTES R!;:FER TO SHEET L2,18 FOR IRRIGATION l,R,w'.D, NOTES REFER TO SHEET L2,!9 FOR IRRIGATION DETAILS REFER TO SHEET L2,20-L2,22 APPROVAL FOR ONSITE RECLAIMED w'ATER SYSTEM ONLY w'ATER METERS AND ALL CONNECTIONS TO IRVINE RANCH w'ATER DISTRICT F AGILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECT!□N, FDR SPECIFIC REQUIREMENTS FOR FOR OBTAINING SERVICE CALL (949) 453-5300. PC# ---- ONSITE APPROVAL ________ DATE ___ _ 31872: Co:ri,lno Co.pfstro.no So.n Juo.n Co;plstro.no~ CA 926 75 949 661-7127 FAX 949 248-2599 B□NIT A CANYON SPORTS PARK IRRIGATION PLAN 121'4 Eo.st Green Si:ree"t Pc.so.-deno.. CA 91106 · 626 795-20_08 FAX 626 795-2547 CITY OF NE\JPDRT BEACH L 2.11 ,-...-------, PUBLIC 'w'ORKS DEPARTMENT SHEET □FlJJ P.5f 14-S V\ CD r " 11 ) '\ t--(.L. + "' ..,., -'t) ~ -i ~d cl" ;:::' 0 5 1-..., )>. .., I'-> \II I c..s,· I }-.:, S> [P ~ ;: • <>-· --s --t-\) ),> s 26 TF 31 SB 10 TF • 1' 34 SB 18 TF I 23' 28' I q <[ ... D 6' ~ I q • Q: I • 0 I LL ' I "' "'oo ~ "' 8' "' - G'f I li !l +-li'lilil'l-lm-m e B'lil 8 NORTH SCALE1 1u -20' 69 9 TF SB 45 80 TF MATCHLINE TF I MAINUN_ E 10' F80_ M_ EDGE I OFSIDE=WALK(TVP.) 27 ' , J ~--fil:.7'----J...~"' 36' MATCHLINE -SEE SHEET L2.13 KEY MAP REF• 0 ' NORTH DATE BY -TION ELECTRONIC 'A&-BUILTS' ALL INFQAMATION PAOVIIJ!l0 FOR'l>fE SOU! PURl'OllEOF IRRIGATION 'A$--BUII.~ DRA~WMPIIO\IIOE!J) BYl!MECA'S INC. EPT DESt<lll.MAl<ES NO ASSUMPTIONS, NOR TN<ES MIYAESPONSll!IUN FOR THE NlCVR>C'f OF 'l>fE"AS,lllJILl" DATA PIIOVll>a>BY ERREC/\'S INC. RECORD DRAWINGS APPROVED DATE DESCRlPTl□N APP'D. DESIGNED D.G. REVISIONS CHECKED D;G/R.V. DRA\IN !RRIG. STAFF DATE H <[ D ~~~~-1---IL~ "' I I I I ""Rl11.-__,l,---""\'.Rl I I I I l 8' I z D >- fa z <I u st 1---1 I I " I I I z ~tt-t---:fo ... NOTE: VALVES, QUICK COUPIJ:FlS AND SPARE WIRE BOXES ARE lYPICAl.L Y fl APNrf. I MAINLINE 10' FROM EDGE ·1 . OF SIDEWALK (TVP.) _ I --+---+-~-!n-lr+......-+ ~ \.~"!ISCA ~ .,. , ~ • S~'ture ,p~~•j .... llati LATERAL SIZING LEDGEND 3/4'------- 1• ------- 11/A,L---...J.i---- 111·~·'----+H---- 2· ----±---- 2 1/2'-'-' ---3::------ 4• ---:tt---- FOR IRRIGATI□N LEGENDS REFER T□ SHEET L2,17 FOR IRRIGATION CONSTRUCTION NOTES REFER TD SHEET LZ.18 FDR IRRIGATION J.R,l{,D, NOTE_S REFER TD SHEET L2.l9 FOR IRRIGATION DETAILS REFER TO SHEET L2.20~L2,!'2 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG APPROVAL FOR □NSITE RECLAIMED l{ATER SYSTEM ONLY l{ATER METERS AND ALL CONNECTIONS TO IRVllllE RANCH l{ATER DISTRICT F ACJLJT!ES MUST BE APPLIED FDR/UR APPROVED THROUGH THE IRVINE RANCH l{ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FDR FOR OBTAINING SERVICE CALL (949) 453-5300, ·'--'PC:;ll __ _ □NSITE APPRDVAL ________ DATE ___ _ JEPT 31872 Co.Mino Co.plstro.no So.n JL.10.n Co.plsi;ro.no, CA 926 7~ 94-;l 661-7127 FAX 949 248-2599 1214 East Green Street BONITA CANYON SPORTS PARK IRRIGATION PLAN Po.so.clena., CA 9110,6 626 795-2008 FAX 626 795-2547 CITY OF N[\JPORT BEACH L 2.12 ----~--a PUBLIC \./DRKS DEPARTMENT SHEET OF133 P-511◄-5 ) - H, :a;-r- "" I "" I -. (JJ ),J LP ~ ~- l'l -;:f -t 0 J ::S -1:) -i:, ? 54 TF 36 TF 46 SB 77 <H2•6> TF 94 <H2• 3) SB co CON,# H MV 4" FS 2' ,_/ I 51 I @I □1 I MAINLINE 10' F8()M BDGE.1°/ ,' ,__ OF_SJ_DEWALK_· _. • __ (TYP---:..) _ __._ I 42 SB H/ I <[ I of.. ~ in .... -, I I 10· 9' I ' ' ' , irb· I, ' ' ' 42 SB - NORTH -------' -------- 19 SB 31 TF SCALE: 1 ° -20' 48 SB 13 I 15 TF l' 58 <G2•8> SB 86 TF KEY MAP MATCHLINE -SEE SHEET L2.12 ----'"-""' __ _ st .... Qt° "' ---------- ' -- - -----' MATCHLINE -SEE SHEET L2.14 REF• NORTH DATE BY DESCRIPTION REVISIONS IB I'<\ ::; m ::; APPROVED DATE APP'D. DESIGNE:JJ D,G, CHECKED D,G./R,V, ::; Q ... Q - 1, Iii I I j I j I I I I I I I I I I I Is· t I I I I ' ;!: I ~,I _ __,,-1-111">0-+AI--~ I j I ~:: I r--,r- ' I _.u{I--~-!'+'ft+---:2'1" I H ~ zl I 818 _Jf ""'r' "' l-+-l--l,J,,,.J.H-f--71" 54 SB ., 81 TF 38 TF 88 TF CON.# I MV 4' FS 2" NOTE: VAi.YES, .QUICK COUPLERS AND SPARE WIRE BOXES ARE lYPK.'411 Y 2' APART. j MAINI.INE 10' FROM EDGE I OF SIDl!WALK (TYP,) r=i <[ D ~ ----- z D >-z <[ u <[ I-I--, z D o:=i TF 58 SB (r.:) :; <i.~);: 99 TF CON.# G MV 4' FS 2' CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG llll!IGA110N EI.EClOONIC 'AS-&Ull.TS' ALLINFORIM110NPRO\lll!El)FQR,wESQI.El'Ulll'Q$EOFIIIRIGA110N'-l'S" QRAWINGS WASPRO\llllEl)B'(El!l!IEe.>.'fllNC, EPTDES~IIAl(Ell>KlASSUMPTIONS, NORT-A/,YRESf'ON81811.11YFOll1JfEAOCURAC'f.OFTHE'AS,8UftT' OATA!'llow;>a> BY~'S INC. RECORD DRAWINGS LATERAL SIZING LEDGEND 3/4' I' I 1/4 1 1/2' 2' 2 1/2' 3• 4' FOR IRRIGATION LEGENDS REFER TO SHEET L2:17 F"□R IRRIGATION CONSTRUCTION NOTES REFER TO SHEET L2,18 F'OR IRRIGATION I.R,l.',D, NDTE;:S REFER TD SHEET L2,19 FOR IRRIGA Tl□N DETAILS REFTR TD SHEET L2,20·L2,22 APPROVAL FllR ONSITE RECLAIMED \.'ATER SYSTEM □NL Y \.'ATER METERS AND ALL CONNECTIONS Tll IRVINE RANCH \.'ATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH \.'ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FllR SPECIFIC REQUIREMENTS FDR FOR OBTAINING SERVICE CALL (949) 453-5300,P ~C~# __ _ DN~ITE APPROVAL ________ DATE ___ _ 1E P T 31872 Co.Ml~o Co.pi,;tr<>no So.n Juo.n Co.pls1;ro.no, CA 92675 949 661-7127 F'AX 949 248-259.9 BDNIT A CANYON SPORTS PARK IRRIGATION PLAN DRAWN IRR!G, STAFF" DATE 1214 Eo.:s:-t Green Str-eet Po.sa.oleno. CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NE\JPDRT BEACH L 2.13 i-------c-1 □F133 PUBLIC w'□RKS DEPARTMENT SHEET • i w r V\ -,; <) ~ ... -. ;ft:-...\-.. 1/\ ,, ~ \) ~ ~ cJ -J "j. 0 .s 1-1 > J-I'-"' I g N }-. en o-r :s -· \}) --0 -t -F> ;s r 70 \4' SB 1 I rn \ <r11;) \ I 31 ~ .., \ I SB -z '1 I \10· I I 0 ~ 54 .., TF 7D I d 12 -I I \:, T( I 1.,. :;; n\ \ ~I ,~ 70 '§1 '.:11 TF I i;; CON,# F MV 4' FS 2' 53 85 TF D 1 ' I 12 TF --MATCHLINE-SEE SHEET - NOTE: VALVES, QUICK COUPlEAS AND$PAAEWIAE BOX!$ ARE_lYPICALLY 2 APNff. ~+=ti~ --------------------------------···--- 64 L2.13 -Iii .... td [J z 1---i --.:\ J> LATERAL SIZING LEDGEND 3/4'-------- I' ----+----- 1 1/ 4'----H----- 11/~''------H+----- 2' -----±----- 2 1/2:'-----+---- 3' ---¼---- 4' ----tt----- TF FOR IRRIGATION LEGENDS REFER TO SHEET L2.17 FDR IRRIGATION CONSTRUCTION NOTES REFER TD SHEET L2,l8 FDR IRRIGATION I.R.W.D. NOTES REFER TO SHEET L2,l9 FDR IRR!GA TI□N PETA!LS REFER TD SHEET L2,2tl-L2,22 POC #3 RECLAIMED \,/ATER INFORMATION 76 \,/ATER METER ELEVATION•_. -------'i2;,;,00;,,'-- \,/ATER POC H.G.L., 450' I .,.. PIJC STA TIC PREss''"u"'R=E,-----,-,10°"8'-,P"'S,.-I . I !¾' ~ D b< "" ~ "' \ ,,~~--~~~~.-~.~~--~--~-~~~~~---- IRRIGATION ELECTRONIC 'AS-11\JILTS' Al-I-INFORMATION PIIOVIDltt> FOR THE SOU, PURPOSE OF IRRIGATION 'AS-8IJILTS' DRAWINGS W>S PR0111DEOBV ERREGA'S INC, El'T DESIGN MAKES NO >S8UMPTIONS, NORTAXES />NY-Sllll!JIV1'01l THENX;IJRl,C'f OFTHE•AS-BUILl' DATA PROVIDED BY ERl'le<lA'S INC, RECORD DRAWINGS 0 10 20 40 r1¥t "1 · _ I" m,o m 1 I l\h#: NORTH SCALE: 1' -20' MA TCHLINE -SEE KEY MAP NORTH SHEET DATE BY .... --11'1111 &IE L2.15 DESCRIPTION REVISIONS APP'D, APPROVED DATE DESIGNED D.G. CHECKED D,G./R.V, \ \} \ O' EPT SfQrtQ.tUl"e .Ji®(\; .. DRAWN IRRJG, STAFF Do.te DATE n ... N J> z --< 0 z "'" ;O 0 y bl d .... ... .... TF 65 SB 5 REQUIRED DYNAMIC PRESSURE• ---~l~P~S~I MAXIMUM PEAK IRRIGATION DEMAND• 965 GPM CIVIL STATION ND• 35+71.25 METER ADDRESS• "'----;;2""02""1'-""'B~D=Nt"'t=A---.C""A~N""Y□=N.---- TOT AL AREA SERVED• SIB,364 SQ.FT, MA\,/A, 518,364 sq.ft, " 48,2 " .62 " ,8 = 12,392,632 GAL/YR. E\,/U TURF• 392,040sq.ft, " 48.2 " .62 ,. .95 / ,7 = J5,_82_q ,911 GAL/YR. E\,/U SHRUB• 126,324 sq.ft. ,. 4S.2 " .62 "' .4 I ,625 = 2.157.181 GAL/YR, TOTAL E\,/U, J 8 .057 .092 GAL/YR. SET PRV /MV FOR CONTROLLER 'A' AT, JO!l PSI SET PRV/MV FDR CONTROLLER 'B' AT• 72 PSI SET PRV /MV FDR CONTROLLER 'C' AT, 87 PSI SET PRV /MV FOR CONTROLLER 'D' AT• IQ3 PSI SET PRV /MV FDR CONTROLLER 'E' AT, 104 PSI SET PRV/MV FOR CONTROLLER 'F' AT• 89 PSI SET PRV /MV FOR CONTROLLER 'G' AT, S-0 PSI SET PRV /MV FOR CONTROLLER 'H' AT, 60 PSI SET PRV /MV FOR CONTROLLER 'I' AT• 67 PS_! SET PRV/MV FOR CONTROLLER 'J' AT~• ~Zi;_PSI SET PRV /MV FOR CONTROLLER 'K' AT• 67 PSI 53 TF 64 TF 24 NOTE: VALVESi.9!:JICK COUPLERS ANl:l$11'Nt1;WIRE SOlQ:S ARE lYPICALLY :t APART. I MAINUNE_. -1D' RU)M EDGE I OF l!i!OEWALK (TYP J 58 TF 66 SB P □C #3 \,/M 6' BS 12' CON,# A MV 8° FS 4" CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG APPROVAL FDR ONSITE RECLAIMED \,/ATER SYSTEM ONLY \,/ATER METERS AND ALL CONNECTIONS TO !RVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FDR/OR APPROVED THROUGH THE IRVINE RANCH \,/ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FDR FOR OBTAINING SERVICE CALL (949) 453-5300,P ~C~# __ _ ONSITE APPROVAL ________ DATE ___ _ 31872 Co.Mino Co.plstro.no So.n Juo.l"l Co.plstro.no} CA 92675 949 661-7127 FAX 949 248-2599 BO NIT A CANYON SPORTS PARK IRRIGA TI□N PLAN 1214 East Green Street Po.so.cleno., CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NE'w'P□RT BEACH L 2.14 PUBLIC -\J□RKS DEPARTMENT ------SHEET □F133 \--( > I' ~ \j\ , . I I C..s> N S> ()<:) j-~ a· ., --A :s -t v -:;, 5 48 SB 75 SB 15 SB 39 TF 23 TF H <[ D Ct:: Q Ct:: D LL !. !. I /;; I '" I /;; '""1GA7JON ~ ._,,_ rs- AU.~7JON""""'1Ja , FOR l'IJE '10!EPlmPo$E OF ll!RJGA7JON "AS-eu1trs• Dl!A1NJN8s.w, . s ~ . .:. •.-v.-~ fiillREcA-sJNo.en ° ' " ' 8 N A W < c s N O ~ . NOlltAIQ;sANY =cs•.....,,,,FORrn,AC c u l ! A c v o , l H E ' A S - a u J t . ! " llAtA Pi!OVJoEJ> BY Effl!EQA'S INC. II i , , , , , , fl I , , , , , , , , , , , , ' ' , ' , NORTH o iozo 4o Lii#3,, 11NiiiiiN.;+ , I ,,,, SCALE, 1' == 20' 60 TF MATCHLINE K[y MAP NORTH CJ -SEE F 4 62 2u TF 61 TF -- REF, I I I 11 /DATE DATE BY DESCRIPTION R!:VISIDNS ilPP'I/, DES!GNfD 11,G, CH£CK£D D,G,IR,V, IRRIG, STAFF DATE I r. I 72 TF 24 TF "' 58 TF /Ji 53 TF 31 TF 35 TF 41 TF CON.# E MV 4' Fs 2' -~Y2'APNfr. l~~~,&oaiJ z D >-z <[ u <[ I- i-----/ z D ~ CALL TOLL FREE 1-800-422-4133 B[FOR[ You DIG CON.# D MV 4' rs 2u 7 TF LATERAL SIZING LEDGE ND 1· . 1 1/4 FDR lRRIGA T!DN LEGENDS RE:ITR TO SHEET l2,l 7 FOR IRRIGATION CDNSTRUCTioN NOTES REFER TO SHEET L2,1e F"QR lRRJGA T!ON l.R.\,',lJ, NOTES REFER TO SHE!:.T L2.J9 F'Df< lRRIGI\ TIDN lJET AILS REFER ro SHEET L2,20-L2.22 APPROVAL FOR ONSITE i1£:CLA!MED VATER SYSTEM □NL Y VATER METERS ANJJ ALL C□NNE C T J O N s TO IRVIN£ RANCH VATER DISTRICT FACIUTIEs MUsr Bt APPL!tD F'CJR/OR APPROVED THROUGH THt IRVIN£ RANCH lvATER DISTRICT SUBDIV!SIDN; DtVELOPMENT SECTION. F'QR SPECIFIC . REQU!RtMENTS f"l:JR f"QR OBTAINING SERVICE CALL (949) 453-saoo, PC# BONITA CANYON SPORTS PARK IRRIGATION PLAN PUBLIC IJORKS D£PARTMENT issIH~£Er;,Tr oOFf"l•13 ·,13 · .•. 1 L 2.15 P-5114 .. 5 I \ . ) 11 TR 10 SB -r -3' 8 --"' \ ;;; \ \ \ t ;;; \ - :,. \ - 23 TF 20 TF 20 SB 93 TF 24 TF 85 TF 16' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I ' ' ' ' I I ' ' ' ' I \ ' ' ' ' ' ' I I ' ' I I ' ' ' ' ' ' \ \ ' ' I I I I \ \ \ ct~· \ .. \ = r· \ \ 0 .. .. \ /JI '-3' --m~-A 3' ~ ~ ----------,C. ,_.,.. ----- - .__ -'!-._•-29 as r··· 27 -~-,.._ -=-~--,r-~.,~►.<l""'-jl>,-<I--~- PRAIRIE IRRIGATION ELECTRONJC •AS-QUILTS" AU. INFORMl>.TION PIIOVIDEP FOR THE $01.11 PURPOS!l QF IRRIGATION 'As-BUii.TS' DRAWINGSWAS PROVJOED BY ERRECA'S fNC. EPTDESJGN MAKES NO ASSUMPDONS, NORTAKES-RESPONS/BllIIYFORTHEACCURACVQFTiiE'As.llU/1.l' DATA PROVIDED BY ERRECA'S INC. RECORD DRAWINGS 10 20 NORTH SCALE: 1" = 20' KEY MAP ROAD REF• NORTH DATE BY 7' 27' CON,# B MV 4' FS DESCRIPTION REVISI□NS 25 18 rn f I m I I 31 I I [}/ I 1/J N 29 .. I nl ~I t:l\ §1 I I I I I I I I I I I I /)/'1-----J±---111 I t I I R I I I I I I I I I /If I I I I I I zy I nl ii t:lj S1 .... I IX_,1 I I --1.,__ I '" \ !;/--- C □NDUIL _______ _ 3' -------j ·~----~---17 17 7 •· 46 TF 20 57 TF APPROVED DATE DESIGNED DRA\IN 15 APP'D. D.G. IRRIG. STAFF • CHECKED DATE D,G./R.V. • tJj 102 TF 58 TF r___;i~--,r-D NOTE: VALVES, QUICK COUPLERS AND $PAREY\IIRE BOXE$ ARE TVPtCALLV 2' APl«f. z \--'I -4 58 TF ' l ~ J> CON,# C MV 4' f"S 2' \ I n \ J> ~~,·' z ~~-;:t"-< fia---1-h~--✓t-D t--6l4--tert~-z 37 TF • 35' 29 SB 23 SB . ,. Stgna:ture llD\.. lDl'l"l)Q;ie .... 70 :! 0 J> d 27 LATERAL SIZING LEDGEND 3/4'------- I' -----+---- I 1/4,._ _____ _ I 112~•---ttt----- 2 1/2'--' ---3::----- 3' ---.;a:---- 4' ----+t----- FOR IRRIGATION LEGENDS REFER TO SHEET L2.!7 FOR IRRIGATION CONSTRUCTION NOTES REFER TO SHEET L2,18 FOR IRRIGATION I.R.'w',D, NOTES REFER TO SHEET L2.!9 FDR JRRIGATI□N DETAILS REFER TO SHEET L2,20-L2,22 SB CALL TOLL FREE 1-800-422-4133 BEFORE. YOU DIG APPROVAL FOR ONSITE RECLAIMED 'w'ATER SYSTEM □NL Y VATER METERS AND ALL CONNECTIONS TD IRVINE RANCH VATER DISTRICT FACILITIES MUST BE APPLIED FOR/DR APPROVED THROUGH THE IRVINE RANCH 'wATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR FOR OBTAINING SERVICE CALL (949) 453-5300. P_C_# __ _ ONSITE APPROVAL ________ DATE ___ _ IE P T 31872 Co.Mino Co.pls'tro.no San Juo.n Co.plstra.-no~ CA 92'6'?s5 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK IRRIGATION PLAN 1214 Ea.st Green Street Po.socie-no.~ CA 91'!06, 626 795-2008 FAX 626 795-2547 CITY OF NE\./PDRT BEACH L 2.16 >--------.,....... PUBLIC \./DRKS DEPARTMENT SHEET □F 13 3 - '-I > I' "' ... \I' I c.:;· I N OJ 9 F ::I-~. -,,. -S' :; + -0 --i:-s I FOR PI.ANTIN5 LEGEND AND PLANTING, DETAILS SEE SHEET LS,17 I NOTW: • CONTRACTCIR TO CONTACT LANtlSCN'E IIRCHITECT TO APPROVE TREE LOCATIONS FRICIR TO INST/\1.1.ATION. • '2-5" LAYER OF 'I\GUNMl.l,f\ FCIREST FLOOR', l'-4" ~ NITROLIZEP a.\RK H.LCH TO eE PLACED IN NJ. SHRUB AND GROI.NXOVER AAE>,5 AND IN A "2 RAD!ua AROLt,1D aaw IN 11.l'!F. . • NJ. TREW ~,l!THIN 'S-o' OF I\N'f HARD5CAPE SHALL l<ECEIVE 'DEEP ROOT eARRIERS'. • NJ. TREW LOCATED IN TlRF H1fN!,, TO t<ECBVE 'DEEP ROOT TREE TRUNK euARDS~ DEEP ROOT ING. !!00-456-766&. 40 •&iii•, NORTH SCALE: 1" = 20' MACARTHUR BLVD • . ' . . •. fsmm . ,,, ., ., ' •, . KEY MAP REF• APPROVED NORTH DATE DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED 5 PIN ELD 15 6AL. PER PLAN 21 5 6AL 3 24" BOX 2,650 LINERS I RHA IND 4' o.c. ALN RHO PER PLAN MYO PAR 24" o.c. s: )> -I () :c r--:z m I en m \~ :c m m -I ; r- •• ~-G-TRM EROSION GONTROL N FABRIG. SEE DETAIL I, SHEET LI .23. '-,~---FINISH eRADE, SOIL PREP AND REPIJ.CE NJ. DAHf,.E;B) SI IRI ES. II '------FINISH eRADE;. SOIL PREP AND INST NJ. eop M REGIUIRa:> TO REPAIR DAl'IAGEI:) 1\RF -• DRAWN DATE FINISH 6RAPE. SOIL PREP AND REPLACE NJ. DAMA6ED SHRIJ98. NOTW: • CON'TRAGTCIR SHALL TM AND PROTECT IN PLACE NJ. TREW AND PLANT Ml\ TERII\LS INDIGA TED TO BE SAVED ON PLANS. REVIEH IN FIB.D Hllli L.ANDeGAPe ARCHITECT PLANTS T~o66ED eEFORE REMOVAL. o CONTRACTOR SHALL Cl.EAR AND eRI.B NJ. PLANTINee ON HIii.LS, SI.OPES AND Ml1:N!> ADJAC!:l'IT TO EMT m:;; Ei,Ti LIie M INDICATED ON PLANS. • IF ADJACalT ~Tf UNI: WOOD FENCES SHOU.D NeED REPAIR APl1:R • PLANT REMOVAL AND 5RIIDINS 15 COMF'L.ETE CONTRACTCIR 15 l<EGURB:> TODO SO. • CONTRACTOR SHALL Rl:PAIR, eL£ND AND FINISH CSRIIDE NJ. 51,.0PES le NEWED ,.:, THE SATISFACTION OF THE CITf PRIOR TO PLANTINS. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH L 3.01 PUBLIC WORKS DEPARTMENT SHEET 1170F 133 ~ \; z X 0 5 C• ~ n ~: 0 c ~ ~ . m 1 " ~ rn ' < 2 a t ~ z C m • ' " 0 ' ' Sl rn ~ > ~ " f" n l> C: ti n z s u ,; z I ~ ~ n e 0 0 ' ; ~ ' ~ rn C < ~ i ~ \ " • 0 ' ~ " ' > n z "" n ,. C: ti :11 s 1 z C $ CD m JJ 03 VI~. 0 '""S JJ ~ =i-~ ~:;.; ~ z "" G) SI ,O Z '::,. ~-.;: C 7' ~· ~ .. --.;; co m JJ (11 -- ""Q ~o • JJ .:s ~ -:::r -:s z C ,S G) -u ,::-~ -.... I z C $ CD m JJ ) 0 JJ ~ z G) --•• "'Y---V' \,ls! ....I J: (.) ~ ~ II 10 ALN RHO 24" BOX PER PLAN 48 RHA IND 5 GAL, 4' 0 .C.. 7 LEP LAE 5 GAL. PER PLAN MACARTHUR BLVD. EXISTING RESIDENTIAL ----C.-TRM EROSION CONTROL F!ISRIC.. SEE DETAIL I, S.EE, Ll.:13. q EUc. MAC. 5 GAL PER PLAN (4) 15 GAL PER PLAN e) 17,100 M'T'OPAC LINERS 24" o.c.. 34 PIN aD 24" BOX PER PLAN (II) 15 GAL. PER PLAN (23) 57 BOU ROS 5 GAL. 10' o.c.. I· FOR PL.ANTIN& LEGEND~ PL.ANTIN& DfTAILS. ~E SHEET L5.17., NOTl:S: • c.ONTRAc.TOR TO CONTACT LAND6CN'E ARc.HITISc.T T9 N'PROVf: TREE LOCATIONS PRIOR TO INSTI\LLATfON. • "2-'.!>' LATER OF 'AGlUINIIGU/\ f'9REST R..OOR', l'-4' ec.Ra!NED NITROLIZEP B11RK M..1..CH TO BE Pl.Ac.ED IN fil SIIRIB AND SR~ IIREN!> AND IN A ':t RADIUS NitOl.N:, 1RLW IN ~. • ALL TREES J,.UTHIN '!J-<1' OF Alff HAROSc.llPE 51-W.L Rf5CEIVE 'DEB' ROOT BNIRIERS'. • ALL fREES LOc.A TED IN ~ AAJ:N!,, TO RECEIVE tleB" ROOT TREE 'TRI.N<. ell.'IRD&', llEEP ROOT INC llOO-.<J!S&-7668. KEY MAP 0 40 I NORTH NORTH SCALE: 1" = 20' 68 C.EA JOl' 5 GAL. 36" o.c. 68 C.15 Pl.JR 5 GAL. 36" o.c.. 12 MB.. NE$ 5 GAL. 10' o.c.. 20.000 NAT 6RA 5.F. tfl'DR.OSEED 19 HAK SUA 5 GAL. 10' o.c., 5 6RE C.AN 5 GAL. 8' o.c.. REF., I A'=> SUIL1' 5 J!J 0 APPROVED . DATE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE 2 EUc. LBJ 15 GAL PER PLAN 8 GUE A6R 15 GAL PER PLAN NOTES: C.-TRM EROSION CONTROL F!ISRIC.. SEE DETAIL I, SI &±, Ll.23. • c.ONTRAc.TOR 5HAI.L TM AND PROTEc.T IN Pl.ACE ALL 1RLW AND PL/INT MATERIALS INDICATED TO eE SAVfiD ON f'l.ANS. R!:Vl&I IN FIB.D J,.UTH LAND6CAPE ARCHITEi::-T Pl.ANTS Tl\66!!!D eeF0RE REMOVAL. • c.oNTRAc.TOR 5HAI.L CL.EAR AND eRLe N.L Pl.ANTINee ON HAI I S. 'II.OPES AND IIREN!> ADJAc.ENT TO EAST PROPER1'( LINE NS INDICATED ON FLANS. • IF ADJACENT f'RClf'l:RT1' LINE I-IOOD f'elCEll SHOU.D NED RB"AIR ~ PL.ANT REMOVAL AND 6RADIN5 IS c.ot1"I.EiTE, c.ONTRAc.TOR IS REGIJIRED TO DOSO, • c.ONTRAc.TOR SHALL Re"AIR, Ill.END AND FINISH GRADE ALL SLClPl:S NS ,G.DLD ro THE SATl5FAc.TION OF THE an PRIOR TO FLANTIN&. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena; CA 91106 626 795-2008 FAX 626 795-2547 BONITA ·cANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.02 SHEET}}80F 133 ~ I 0 • j~ 0 0 rn § > ~ a ill 0 ~ ~ ~ D • 0 < .• i g 0 • D " a a " 0 ~ " " 0 I ~ ~ ~ ~ e z ~ C < < 0 ~ . 8 0 0 0 ~ > D ~ D 8 ~ ~ , m ] D ro , < t' 4 • z C ~ s: < z CD .m n m ~ JJ a ~ z ;; ~ ~ QI\ o:> I ~~ ... 0 0 r tiY" ~ JJ 0 n 0 %~ ~ ~ ~~z ~ .... " G) rx-.,£. z . ~~ I CD rn 0 m ► JJ ~ 0 ~ ,, " ,; z '"O I 0 r 0 n 0 ~ ~ ,;c- ~ 0 ,-..-JJ ... ~:::i-~ 'S us z 0 z . n ;; rn SJ G1 z ~ C :s s: CD n ► C m JJ ~ ~ ·- ) ~ ,; z I 0 0 5 JJ n ~ ~ ~ z Ei G) 7 II qo GIS Pl.JR 5 GAL :36• O.G. :30 GREGAN 5 GAL. 5' O.G. 33 MEL NES 5 GAL. 10' O.C. I of'OR PLANTING LEGEND HD Pt.ANTIN& DETAILS. se SHEl:T L?:1.17,1 NO'reS: • CONTRIIGTOR TO CONTIICT L>.NDSGIIFE IIRQilTECT TO I\FFfWVE TREE LOCATIONS PRIOR TO INSTIILLIITION. • -:l'-5" Lll"/ER OF 'J\GLIINlll'lUII FOREST FLOOR', l"-4" SGREBl:D NITROLIZB:1 BIIRK 11.1.GH TO BE Fl.ACED IN !ILL SI ff'1j 18 IIND ~ ,-Nt, IIND IN II ':t RIIDIUS IIRlltH> ,,™ II◄ TURF. • IILL TRU.b WITHIN 'S-<f OF IINl' HIIROSCIIPE SHI\LJ. f'!ECEIVE 'DEEP ROOT ~ERS'. • 1\1..l.. IRU.b ..x:ATcD IN TURF IIRE'IS. TO RECEIVE 'DEEP ROOT TREE TRl..tlK 6Ul,RDS', llEEP ROOT INC. eoo-466-766&. 81 5 GAL. 15 5 GAL. 27 5 GAL. NORTH BOJ ROS 10' o.c. LEP LAE PER PLAN RHA IND 4' ().C. 25 15 GAL :30 5 6AL. 38,816 S.F. 5 GAL. KEY MAP 40 i, 1154 ,,, SCALE: 1" = 20' MACARTHUR BLVD. GUEA~ PER PLAN HAK 6UA 10' O.G. NAT GRA H'l'DROSEED GEA JOY' NORTH DATE BY DESCRIPTION REVISIONS 14,105 Ml'O PAG LINERS 24" O.G. e BJG LEU 5 GAL. . PER PLAN (4 15 GAL. PER PLAN (4) EXISTING RESIDENTIAL '---G-TRM EROSION CON'1'ROL FABRIC. SEE PET IIIL I, ~.a; Ll.23. APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE 6 5 GAL. 15 6AL. 15 5 GAL. 5 15 GAL. BJG MAG PER PLAN (I) PER PLAN (5) SAL GLE :36" O.G. PLA RAG PER PLAN II 5 GAL. 47 5 GAL. \ 34 24• eox 15 GAL. NOTES, TEG GAP 8' O,G. GAS PH'l' PIN ELD PER PLAN (lq) PER PLAN (15) R B 'q" . ct') ....I I- LU LU :c (/) LU LU (/) I LU z -_J :c (.) ~ :aE EXISTIN5 ,RU.b TO eE PROTECTcD IN Pt.ACE. , RU.S JHOI.LD eE FIW'ED 115 REGUl!llED. TO fROMOTE THE HEIIL TH OF THE TRU.b. II caTIFIED IIREIORIST SHOU...D I &I ORM TI£ F'R.lNNS. • CONTR,\C,TOR SHIil!-TM IIND PROTECT IN PI.Aa: I\U.. TRU.b 11ND PLIINT HIITERIIILS INDICATcD TO BE 51\Vf:I> ON FLI\NS. REVIEW IN PIB.P WITH L>.NDSGIIFE AAGHITECT PLIINTS T"66ED BEFORE REMOVIIL. • CONTR/,,e.TOR SHIILL CLEIIR IIND 6R1.e 11LL FLIINTINGS ON WIILLS. 5LOFE5 IIND ,-Nt, ~ TO EI\ST l'lsOI ~• r LINE 115 INDICATED ON FLIINS. • IF IIDJI\CEMT FROf'!3'!;TY LINE 1-lOOD f'elCES SHOU.D NEEi:> REPIIIR IIFTER FLIINT REMOVIIL IIND 6RIIDIN5 IS COMl'I..ETE GONTRIIGTOR IS REGU1RED TODO SO. • CONTRIICTOR SHI\LJ. REPIIIR. BLEND IIND FINISH eRIIDE IILL $I.OPES 115 hL£DfD ,0 THE 51\TISf'IICTION OF THE crrr FRIOR TO PLIINTIN5. 31872 Camino Capistrano San Juan Capistrano, CA 92676 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.03 1i i - " D • 0 ' ~ I t .m " p C ~ 0 D ~ z C s: CD m Jj . \ \ v f 0 JJ -~ .:::r '£ ~ z GJ "'Q z C f s: CD m Jj ) 0 Jj ~ z GJ B I ('I') . ('I') -I I-w-w :c Cl) w w Cl) I w z --I :c (.) ~ ~ II 63 BOU ROS 10' o.c.. 7 BJC LBJ PER PLAN (4) PER Pl.AN (2) 4q RHA IND 5 GAL, 4' o.c.. 40 15 GAL. 24" BOX '34 5 GAL. 22 15 GAL. PIN a.D PER PLAN (17) PER PLAN (23) MB.. NES 10' o.c.. TEC CAP 8' o.c. PLA RAC. PER PLAN I• FOR PLANT1N6 LEGEND AND PLANTING, DETAILS. see SHel:T L,.11,I NOTES: • CONTRACTOR TO CONTACT LANDSCAPE ARCH1115CT TO APPROVE TREE· LOC,\TIONS PRIOR TO INSTALLATION. • -r-,. LAYER OF 'MAJIIW3UA FOREST FI..OOR', l"-4' SCREEN!D NITROWZED BARK M..I.CH TO BE l'I.ACED IN N.L SI IR' B '-NP 6RCllNXOVER 1'BEAS AND IN A -;t RADIUS~ ll<l.£Z IN 1\.IRF. • 111.L TREES j,,jjTHIN 'S-o" OF IINl' HI\RD5C.'IFl= 5IW.L ~VE 'DEEP ROOT BARRIERS'. • 111.L TREE$ LOC,\TED IN 1\JRF 1'BEAS, TO ~VE 'DEEP !WOT TREE~ GUARDS', DEEP ROOT INC. B00-,458-7666. 7 5 GAL. !5 GAL. NORTH BJC MAC. MACARTHUR SLVD. PER PLAN (I) PER PLAN (6) • '---· EXISTING IREES ,·o BE PROTECTED IN f'I-A.Ce, TJe:5 5HOU.D BE f'RU\IED AS RBllJIRB:>. TO PROMOTE THE HEN.TH OF THE Tle:5. A CERTIFle:, ARBORl5T 26 HAK SUA 5 GAL. 10' O.C.. GUE AGR 15 GAL. PER PLAN KEY MAP # SCALE: 1" = io• • f 'r 205 GAS PH1' 5 GAL. 4' 0 .C.. 14:1 SAL CLE 5 GAL. 36" O.C. NORTH DATE BY q,400 M1'O PAC. LINERS 24" o.c.. :I LEP LAE PER PLAN 1:1 SCH MOL 24" BO PER PLAN 4975 NAT GRA S.F. H'l'DROSEED I I EXISTING RES/ I APPROVED DATE DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE NTIAL 226 5 GAL. C-TRM EROSION CONTROL FABRIC. SEE DETAIL I, 51&1 Ll.29. 8 ZEL SER PER PLAN 1,600 BAC. GEN • BOX 24" o.c.. I €!> I ., ., ,~·: .','' ' .• : ' ' ··, '" '.' ' ' ' '" ; '' . . ' . . . . ' ', . . I SAL GRE 9200 S.F. AGRONOTEC MIX STOLONIZED SEED MIX 3' V.C. 105 MAH GOL 5' o.c. ELE PUN 5 GAL. 10' o.c.. NOTES: • CONTRACTOR 5IW.L T "6 AMP PRO I a, r IN PL/\CE 111.L 71<1.£;5 ,,ND PLANT MATERIALS INDICATED TO eE SAVED ON f'LJINS. REV!&! IN FIELD HITH l.ANDSCAPE ARCH!115CT PLANTS TAGeED BEFORE R&IOVAL. a • CONTRACTOR 51-fALL Cl.EAR AND EiRlB 111.L PI.J\NTINSS ON WAl.1.5. SLOPES AND 1'BEAS i'IDJI-.CENT TO Ei'IST PROPERTY LINE AS INDICATED ON f'LJINS. • IF IIDJI\CelT PRDf'eR1Y LINE HOOD FENCES 5HOU.D NEED REPAIR AFTER PL/\NT REMOVAL AND GRADING 15 COMl'Ll:TE, CONTRACTOR 15 RBllJIRB) TO DO 50. • CONTRACTOR 5IW.L REPI\IR, Bl.ENO AND FINISH 6RADE 111.L $LOPES AS i'<l:l::lli::D TO THE SATISFACTION OF THE CllY FRJOR TO ~INS. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK PLANTING PLAN LO . ('I') -I 1-w w :c Cl) w w Cl) I w z --I :c (.) ~ ~ 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.04 SHEET } 2(}°F 13 3 I 0 " ~ ~ " ~ -~ n ► C ~ 0 ~ " ► ~ ~ z I 0 r 0 ~ n 0 ~ ~ ~ 0 ~' m ~ ( < z i5 C z ' < . ill ' 0 C ' ~ C • • 1,, " z m n ~ C ~ ~ ~ TI \; z a 5 . ~ n 0 ' ~ ~ "' [ " ~ m < < i a z ' . " 0 ' ~ • • " z f" n ► \i 0 !! ~ z C -,,. s. (II m JJ (/)'8' l..., o cf fl ~£'Z "" :., G') 'ft..,;;_ z s~ (II m JJ -,:0 l "'l -,-+1 I ~i::. I ""t1 .s: 0 s JJ ;:3" ~ & z ~ GJ z ! C ?,; (II m JJ - ) I C 0 JJ ~ z G') 41 I I 5 GAL. 4180 LINERS 7q/5% S.F. MEL NE5 10' o.c.. 6AC. C.EN 24'' o.c.. AGRONOTEc. MIX STOLONIZED SEED MIX I· FOR FV\NTING LEGEND AND PLANTIN5 DETAILS. SEE StteET L5.17,I NOTES: • CONTRACTOR TO CONTACT LANDSCAFE I\RCHITECT TO Af'f"Pl:Ne TREE LOGATIONS PRIOR TO INSTALLATION. • '2-'!J" LA"fl:R OF 'AGlJIIWSU,'\ f'Ol<EST FLOOR', l'-4' SCREENeP NITROLIZED El/IRK i"I.LGH TO Be PLACE:D IN /\LL 5HfiMl AND 5ROlN:lCOVER /\R1:A5 AND IN I\ '2 RI\DIU5 I\ROU-ID iREE6 IN TIJRF. • /\LL , RE££> ...UTHIN 5'-cl' OF IINY HI\RD6CI\FE 5tW.L RECEIVE 'DEEP ROOT e.'IRRles'. • /\LL Tl<E££> 1..0GA TEP IN nJRF /\R1:A5. TO RECEIVE 'DEEP ROqT ~ TRI.NK EiU,1,.RpS', DEEP ROOT INC. !!00-456-7668. PIN ELD PER PLAN (28) PER PLAN (28) 31 RHA IND 5 GAL. 4' O.C.. :---_ q ----tEP--l...61;_ __ 5 GAL. PER PLAN 00 BOU ROS 5 GAL. 10' O.C.. NORTH SCALE: 1" = 20' KEY MAP NORTH 'r MACARTHUR BLVD~ 7 5 AL. GAL. LINERS 8 REF· DATE BY •• BJC MAC. PER t'LI\N (5) PLAN (I) EUc. LEU PER PLAN (2) PER PLAN (5) HYO PAC. 24" o.c.. ~ DESCRIPTION REVISIONS APPROVED APP'D. DESIGNED CHECKED DRAWN DATE ''" '', ,, ,, 1·' '. ' ', ·; : \ ', : ".''. NOTES: • CONTRACTOR 5tW.L Tl\6 AND PRO I !::LT IN PLACE /\LL TReE5 AND FL/\NT MI\TERll\l.5 INDICI\TEP TO ee 51\VED ON PLANS. REVlB-1 IN l'la.D H!Tli LANDSCI\F'E AACHITECT PLI\NT5 TM6E> BEFORE REMOVI\I.. • • C<lNTRI\CTOR 5HI\LL GI.EI\R AND 6Rl.e /\LL F'LANTINSS ON WIil.i..&. SLOPe5 AND /\R1:A5 IIDJI\CENT TO 1:1\&T PROPERTY LINE l'5 INDIGI\TEP ON PLAN5. • IF IIDJI\CENT ..-~o. U< I T LINE WOOD FeNGE$ SHOU.D NEED REPI\IR I\FTER FL/\NT REMOVI\L AND GRI\DIN5 IS COMf'I..Etl=, CONTRACTOR IS RS:lUIREP TO DO SO. • CONTRACTOR stW.L REPI\IR. flLEND AND l'INISH eRI\DI: /\LL 51 .; I ES 1,5 ,£WW ,0 THE 51\TISFACTION OF THe CITY PRIOR TO Pl.ANTING. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 B.ONITA CANYON SPORTS PARK PLANTING PLAN 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.05 SHEET121 OF 133 l !: • 0 ~ • E 0 ' • j ; ~ a m 0 ~ ~ ~ " ~ a i ' , ' " a 0 C ' C ~ " ~ ~ 0 ~ ~ ~ • s ~ f ~ L • z C ~ s:: z CD f" n rn p JJ \ii 0 " is p ~ ~ ~fo ~ 0 r 0 ~"" i,JJ B ii'"'~ ~ ~ ~ f:12 ~ ]'t-.;; ~~ &c I ~s :5 CD _m 0 rn ► JJ 'ii 0 ~ 2 • ......, .-0 ~ JJ :s ~ .::t ~ z G) " z -C ~ s:: :s co m JJ --w w ) ~ ,; z I 0 0 r 0 JJ 0 ~ i ~ z ~ G) I· POiit PL.ANTIN& LEGEND AND .PL.ANTIN& DETAILS. SEE SH!l:T L5J7.1 NOTES, • =TOR TO CONTACT L'ltOSCAPE ARCHITECT TO AF'!'ROVE TREE LOCATIONS PRIOR TO INST/11.LATION. • "r-3" LAYER OF 'AGUNMUA FORE'ST R.OOR', l'-4' SCREENED NITRCIUZB> BARK H.LGH TO eE Fl.AGED IN N.L SHRIil AND GRou-lDCOVER ~ AND IN A. 'Z AADIUS /IRCUIC !'REES IN TURF. • 111.L TREES WITHIN 'S-d' OF A.NY ttl\RD5CI\F'E 5HA.LL RECEIVE 'OEEP ROOT E!A.RRJERS'. • 111.L TREES LOCATED IN TURF~ TO RECEIVE 'OEEP ROOT TREE TRLN< 61.J,1,RDS', DEEP ROOT INC.. ll00-"56-7666. NORTH 0 10 r"'"I 22 24" BOX 15 6AL. 16 5 6AL. 6 5 6AL. SCALE: 1" = 20' PIN EID PER PLAN (11) PER PLAN (II) MEL NES 10' o.c.. HAK 5UA 10' o.c.. KEY MAP 25800 AGRONOTEG MIX S.F. STOLONIZf:O SEED MIX 5 24" BOX PLA ACE PER PLAN . " ',' ', ' . . '' :: .. DATE BY DESCRIPTION REVISIONS ,• . . . . ,• APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE 4 S.X:. MAC. 5 6AL. PER PLAN (2) 15 6AL. PER PLAN (2) 8250 BAC. C.EN LINERS 24" o.c.. 4 EUC. LBJ 5 6AL. PER PLAN (2) 15 6AL. PER PLAN (2) NOTES, • CONTRA.c.TOR SHN.L T 1\6 AND PROTECT IN Pl.ACE 111.L TREES AND Pl.ANT MA.-111.S INDICATED TO BE SA.\IED ON PLANS. REVIEW IN FlB..D Hl'TH L/INDSCIIPE IIRCHITECT PU\NTS TMGED BEFORE REM0\/111.. • =TOR SHIILL CI.EIIR AND GRUB 111.L f'LANTINeS ON I-IN.LS. SLQPl55 AND -A.0JIICeIT TO EA.ST PRO, a::.n LltE N!, INOIGA.TED ON PLANS. • IF A.DJA.C□,ff FIWI & i, UNI: HOOD FS>1CES SHOU..D NE□:> R□-IIIR A.FT□::. Pl.ANT REMOV/11. AND 6RA.DIN5 IS COMPLETE. =TOR IS REQJIR□) TO DO SO. • =TOR 5HIILI.. R□-IIIR, BLEND AND FINISH GR/IDE 111.L SLOF'e N!, ,.::COW ,'O THE SA.TISFACTION OF THE Clrl" PRIOR TO f'LANTIN5. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.06 $HEET122 OF 133 ' . ?. ii ' a " ' 0 ' ' ~ ' rn . ~ z .m D 1> ' a i ~ z ~ ~ z ,: 0 r 0 ~ D ' ~ f 8 ~ ~ ~ ~ ' ; 0 ' z '. " . ' 0 ' ' ~ ; ~ " z !" D 1> C ~ 0 :11 ~ z C s: a, m JJ (/\ OJ '§; 0 -JJ ~ yl~ ;_'<1 s z "'-. ._, GJ ~ :s z .,,,G. C ~ s: [J) m JJ "'t:l :Sl j -ii J -0 b " :s \ tll -·U .c ~ 0 JJ ~ z GJ z C s: a, m JJ ) 0 JJ ~ z GJ 58 BOU ROS 5 GAL. 10' o.c. 12.100 M"l'O PAC. LINERS 24• O.G. 34.ooo ~F S.F. ~ 20 36" BOX 8 24" BOX 36" BOX AGO FLE PER PLAN PLA RAG PER PLAN PLA MUL PER PLAN 54 5 GAL. 34 I GAL. SI 5 GAL. 3 1$ GAL. NOTI:$: LO . (V) _,J 1- lJJ w :c en w w ~ z -_,J :c ~ :E SED AUT 36" O.G. ERi KAR. 2' O.G. NEP GOR 18" O.G. 60U BRA PER PLAN I TOT LOT ADD AL TERNA TE • CONTR!ICTOR TO CONTACT LAN0SCAF'E ARCHITECT TO APPR0Ve TREE LOCATIONS PRIOR TO INST/\I.LATl()N. • 'Z'-'!l LJ\YER OF 'AQJINI\Eil/A FOleST R.OOR', 1'-4" SCREell!D NITROUZl:D !!ARI<: 11.1..C11 TO BE F't-"CfD IN ALL 5HRl.8 AND ~ AREN/, AND IN A ':t RAPII.IS flROUIID TREES IN ~- • ALL TREE:$ WITHIN '!I-cl' OF ANY HIIRDSCAFE SttAI.L ~VE 'DEEP ROOT fl/lRRIERS'. • ALL ,R!E& l,.OCATE> IN ~ ~. TO RECEIVE 'DEEP ROOT TREE TRUNK GI.IAR!l5', DEEP ROOT INC eoo 15& 7, I ( \ \ NORTH BASKETBALL COURT ADD AL TERNA TE SCALE: 1" = 20' 5 GAL. ARK MLLGH PKG. PHO TOM 18" O.G. 36 5 GAL. 520 (T'(PJ ------IP TIP PER PLAN RHA IND 3' o.c.. NORTH KEY MAP 0 12 5 GAL. 15 GAL, .. . . ·,, ' . 1 ,, . "' . ,;•,•' ,: ' ':,', .. ' ,. ,, EUG LEU PER PLAN CS) PER PLAN <:7) -., I· FOR PLANTING LEGEND AND PLANTING Dl:TAILS. SEE SHEET L:!U7.1 APPROVED DATE DATE BY DESCRIPTJON APP'D. DES!GNBD DRAWN REVISIONS CHECKED DATE 53 5 GAL. 6,300 LINERS 21 5 GAL. 15 GAL. 111 5 GAL. 313 IS GAL. 24" BOX Q i er 2: ~ 2 ARC. DEN ~ 6' o.c.. BAC. GEN 24" O.G. ~ BJc. MAC. --PER PLAN (10) ;z PER PLAN (II) GIS PUR. 0 36" O.G. m PINaD PER PLAN (24) PER PLAN (15) 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK PLANTING PLAN 1214 East Green Street Ptsadena,CA 911QIS 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3. I g 'il ll Cl ~ [! •i " r~ 0 ., ~! ~ a C ~ ij " ~ • e a § I * 0 7 133 l: ' ~ z " 0 C ' ~ ~ < s:: " z m CD n m ,. JJ C ~ D l: ,. ~ ~ V'I z CJ:! I l D ~ 0 r D II ~ n tit i~ D 1l D " ~ ;r z w < 2 0 §~ C < z ""' ~ .,. 0 - C ' I -$ ~ > " ~ CD _m n m ~ II ' D " ~ ""'v .-0 ~ I "" -::r- ::s z ~ G1 z ....., C -$ ~ CD :s m II \ ) ~ z I 0 □ 5 I i 0 0 1l m D " ~ z ro < ~ £l G1 I I . \ I \ I 33,000 NAT 6RA S.F. Hl"DROSEeDED 2 El.JC MAC. 5 GAL. PER PLAN (I) 15 GAL. PER PLAN (I) 75 C.IS FUR 5 GAL. 36" o.c.. El.JC LEU 5 GAL. PER PLAN 40 ARC-DEN 5 GAL. 6' o.c.. 500 SAC. C.EN I GAL. 24' o.c.. \ \ ' MATCHLINE -SEE SHEET L3.9 I. FOR PL.ANTING, LEGEND N(D PLANTING DETAILS. SEE SHEET L:!l,17,1 NOTI:S, • CONTRIIGTOR TO CONT"ACT l.JIND5CIIPE ARCHITECT TO N"PflDIIE TREE LOCATION& PRIOR TO INSTAU.ATION. • '2-'.S' LAYl:R OF 'AGIJINl\6UI\ FOll9:ST R.OOR', l"-4' SCREBIED NITROLIZf:D 13.4.RK 11.1.GH TO BE PLACED IN ALL SHRUB /IND GROUIIDCOI/ER loREJoS AND IN A % AAP!US IIROLt,lt. nm IN Tl.RF. • ALL ,kilS i"IITHIN fl-ct' OF ANY HIIRDSCH'E 5Hl\l.l. REGelve 'DEEP ROOT MAA!ERS'. • ALL TREeS LOCATED IN Tl.RF AREAS, TO RECEIVE 'DEEP ROOT TREE TRU« eullRDS', D6:P ROOT INC;. 600-458-766&. E» NORTH SCALE: 1" = 20' --~-- \ / I :;a 0 ~ (/) . ----m,:m ---------"' KEY MAP NORTH DATE BY j ' APPROVED DATE DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE I . : i ' :&llll!ill'ilil ··•·,:· i! ' ' lollllf; I ' • : • ' i ' ' . .. . 31872 Camino Capistrano MARATHON II S.F. H"l'DROSEEDED 12 QUE AGR 15 GAL PER PLAN q GUPANA 24" BOX PER Pl.AN 1, PLA RAC. 15 GAL. PER PLAN San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 BONITA CANYON SPORTS PARK PLANTING PLAN 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 CITY OF NEWPORT BEACH L 3.08 PUBLIC WORKS DEPARTMENT SHEET 1240F 133 ~ z I 0 r □ ~ " ' □ 0 ' ~ ~ [ " ~ rn < -i z . ' " . ' □ ' ' ~ . i " z rn " ~ Si 0 " 2 • ti\@ l) i ... .. if! ~i- z C :s:: CD m ]J 0 ]J ~ ·;:0 " -~~~ .... ~ z 7'--~-C . ?; OJ m JJ 0 ]J ~ z (j) - 6 El.JC. MAC ,, 0 ;o a ;o 0 , I i i+-ltlct~~ ~~~~~~-rl 5 GAL. 15 GAL. 264 PER PLAN (3) PER PLAN (3) CIS PUR ---~· .'/' ·--.. -/[§_; 5 GAL. 36" O.C. 3457 BAC CEN LINERS 24" O.C. 3 El.JC. LBJ 5 GAL. PER PLAN (I) 15 GAL. PER PLAN (2) 163 ARC DEN 5 6AL. 6' O.C. II ZEL SER 24" BOX PER PLAN I• FOR PLANTING LEGEND AND PLANTING DETAILS. see SHt:ET LSJ7.I NOTES: • GONTRIGTOR TO CONTAC'.T l.l,NDSCl\l'E ARCHITECT TO flf'f'ROVl: TREE LOCATIONS PRIOR TO INST/11.1.ATION. • -;t'-':I LAYER OF 'AQJINI\BUA FOReST R.OOR', l"--4' SCteENEP NITIWLIZED 6.'IRK 1't.l.Gl1 TO eE PLACa:> IN ALL 51 IP' 'fl ",ND ~ Ml:E"5 /IND IN A Z RI\DIUa M«lLtl[;. TREES IN~. • ALL TREES 1-l!TH!N 'S-<1' OF /\N1' HIIRDSCAFE 5Hi'ILL ~VE 'DEEP ROOT e,,,.RRIERS'. • ALL TREES LOCATE> IN TU<F ARE},S, TO RECEIVE 'DEEP ROOT TREE TRlJ,4K ISUARDS: DEEP ROOT INC. 800-456-766!1. I I I+= -I - I I I , NORTH MATCHLINE -SEE SHEET L3.8 MATCHLINE -SEE SHEET L3.10 KEY MAP 0 r NORTH SCALE: 1" = 20' 'r DATE BY DESCRIPTION REVISIONS - APPROVED DATE APP'D, DESIGNED DRAWN CHECKED DATE -I , I .. . . .. i :' ~--_: r 1cnoo NAT SRA S.F. H'l"DROSEED q GUE A6R 15 GAL PER PLAN C) 15 PLA RAC <( 15 GAL. PER PLAN 0 a: z 0 >-z <( 0 ~ -z 0 m 8 5 6AL. 24" BOX 10 5 6AL. 1q 5 GAL. '2001 LINERS 66,761 S.F. 16:jq S.F. II 24" BOX 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 PIN ELD PER PLAN (6) PER PLAN (2) ELE PUN 10' o.c. PHO MAO 4' o.c. MYO PAC 24• o.c. ACSRONOTEC MIX STOLONIZED SEED MIX MARATHON II HYDROSEEDED CUP ANA PER PLAN BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH L 3.09 PUBLIC WORKS DEPARTMEN'f, .. , SHEEr1250F 133 ~ z r 0 r 0 I r, 0 ~ m [ " ~ ~ ' z a C z e ' □ ' ' I i ~ '" r, 1: cl ~ s ~ ~ r 0 r 0 ~ r, □ ~ ~ " ~ 0 < § ~ ~. C ~ . " ; □ ' ~ ~ " z '" r, ► C ~ 0 i z C s: DJ rn JJ V)~ -,;,"' ~o -~ JJ ;"-\!;I" it:i>- C, • ~ ~s~ .... ::s z it~ C . ~ rn JJ ·-o t,;;-0 (;, JJ -';;;:r ~ <.~ z G) ;.y z ~ ~ ~ OJ tr, rn JJ - ~~ ·--•-1,Jl (;} ) / 0 :0 ~ z G) 2844 BAC c.EN S . .F. 24" o.c,. 156 ARC DEN 5 GAL. 6' O.G. :3 a,c. LEU 5 GAL. PER PLAN (2) 15 GAL. PER PLAN (I) 5 6:.1 aJC. MAC PER PLAN (I) 15 GAL. PER PLAN (7) 7 ZEL SER 24" BOX PER PLAN 173 CIS PlJR 5 GAL. 0 <( 0 a:: 0 a::: 0 LL . I I ,·· / ' ' ' ' ' ' ' /, '' J 27 15 GAL 24" BOX 2250 LINERS I • FOR PLANTING LE:eE:ND AND PLANT1N5 DeTAIL5. see SHE:E:T L,.1,.j NOTES• • CONTRACTOR TO CONTACT L/\NDSCAFE ARCHITECT TO Al'PRO\IE TREE LOCATIONS PRIOR TO INSTIIU.ATIGIN. • 'Z'-3' L/\YER OF 'A<ilANAGUII FOREST FLOOR', l'-4' 5CRS:NED NITROI.IZED BAAK 1-U.CH TO BE PLACED IN AU. SI 1RL8 /\ND eROUIDGOVER MIEAS /\ND IN A ':i RADIUS ARCIIW ,REW IN~. • AU. ,REW .-IITHIN 'S-C, OF ANY HARDSCAPE 5HALL RECEIVE 'DEEP ROOT BARRIERS'. • AU. I RI.ES ..ocATl:D IN ~ AfilEM, TO RECEIVE 'DEEP ROOT TREE TRl.l'IK 61.JARDS', DEEP ROOT ING. 800-458-7668. ! SHEET L .9 , I '• '' PIN aD MESAVIEW 4 POP NIG PER PLAN (16) PER PLAN (II) 24" BOX PER PLAN MYO PAC 66 RHAIND 36" o.c. 5 GAL. 36" o.c. KEY MAP NORTH NORTH SCALE: 1" = 20' ( ,y-DATE BY DESCRIPTION REVISIONS 1 • 0 APPROVED DATE APP'D, DES!GNfillJ DRAWN CHECKED DATE . ' .. .. . C) <( 0 ~ z 0 >-z <( 0 ~ -z 0 ro 14 5 GAL. 66,1:31 S.F . 25 5 GAL. 6 24" BOX S.F. ELE PUN 10' o.c. AGRONOTEC. MIX STOLONIZED SEED M1X PHO MAO 4' O.G. aJP ANA PER PLAN MARATHON II HlDROSEEDED 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.10 $HEET}26 OF 133 [ ' ' < ' < ' ~ < - ~ . ~ - ~ " l) ~ ~ z C s:: ID g:j I.__ __ _J ~ \; z I 0 r 0 ~ 0 ~ i D ~ ro ' , a ! z ~ . 0 ' ~ i D z !TI 0 D C ~ 0 ~ z ~ ..gilo ~ -:0 Vt~~ :SJ z ~ c-,. (j) "'~ z f\ :S C •-C s:: ..;,, ID :S m JJ .l \/1 ""'v ~ ::s :::r "<:' -<.!:l;) " ·- ~ 0 :0 ~ z (j) 7 C s:: CD m :0 ) 0 :0 ~ z (j) 166 5 GAL. 61 5 GAL. 2565 LINERS 5 GAL. 15 GAL. s 5 SAL. 15 GAL. 13 24• eox C.15 Pl.JR :16" o.c.. ARC. D8'I 61 o.c.. BAC. C.EN 24" o.c.. B.Jc. MAC. PER PLAN (2) PER PLAN (11) El.Jc. LEU PER PLAN (I) PER PLAN (4) ZEL SER PER PLAN .L . . ' ·4 ·. >-----"\ I;·-; .. ' :,, . . 1 . . • '\ : . . . -- ' ..• . . \'. \ \, \ I · FOR PL.ANTIN& LEGEND ND Pi.ANTIN& 01:T AILS. SEE SHEET L!9J7, I NOll:S: • CONlRl,GTCIR TO CONT /\CT LAND5CAPE ARCHITECT TO /IPPROVE iRB: LOCIITIONS PRIOR TO INSTI\LU\TION. • Z'-~ LATER OF 'A~ FOREST R.OOR', l'-4' 8GRa;NED NITROUZB> BARK i"U.CH TO Be PLACED IN AU.. 51 IRI !I!> l\t>O ~ HIE/'oS l\l>O IN A ';t RADIUS ARO\N) TReES IN TURF. • Ill.I. ,.. 1-i!TlilN 5'-d' OF /\N'f H/IRDeGN'E SHAU. RECEIVE 'DEEP ROOT ~£!RS'. • Ill.I. TREES LOCIITEP IN TURF HIE/'oS, TO RECEIVE 'DEEP ROOT iRB: TRl.N< '5UIIRDS', DEB" ROOT INC.. 800--468-7666. BUFFALO ROAD \ --------------------- -·o·;.··:.,:_ . . ' . ' ", ' . . ,, ,, .-', . . , , . 0 C KEY MAP REFc APPROVED @ @ ,_ . DATE NORTH NORTH SCALE: 1" = 20' '-r--DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED <O ls! " DRAWN DATE : . . .. .. . . .. .. . .. •, . .. .. . . . . , .. . . .. . . .. .. R/ •• irci n at ~-/-·arv OF C~\. 5186 LINERS 35 15 GAL 24• eox CJ5 5 GAL. 6 24'60X 74,817 5.F. 6 24• eox 1183 5.F. 0 <( 0 a::: z 0 >-z <( 0 ~ ....... z 0 00 M'T'O PAC. 24• o.c.. PIN ELD PER PLAN (25) PER PLAN (10) RHA IND :16" o.c.. POP NIG PER PLAN AGRONOTEc. MIX STOLONIZED SEED MIX CUP ANA PER PLAN MARATHON II H1'DRO..£LDED 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena,CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.11 5HEET127 OF 133 ~ L E Ii -z D C " ~ a s ; ~ _m OJ ll m C JJ m 0 ~ ,. .,, \; V\g:, z ~ 0 ~ ~o r 0 ~ -JJ I 0 0 ;;,~~ ;g ~ 0 0 ~ ~.-..z < ~ 0 ss :,;> G) z ill .... ;;s z D ~~c ' ~ • ss • ~ z !" OJ n m > II a " ~ ~ z I 0 0 r 0 JJ ; 0 0 ~ 'll ~ 0 0 ~ z < 2 0 G) ,c 7 87 5 6AL. 53 5 6AL. 2164 LINERS II 24" BOX :,q.510 S.F. 4 15 6AL. 5 5 6AL. 15 6AL. CIS FUR 36" o.c. ARC DEN 6' O.G. BAC CEN 24" o.c. ZEL SER PER PLAN A6RONOTEC MIX STOLONIZED SEED MlX BJCLEU PER PLAN BJC MAC PER PLAN (I) PER PLAN (4) C) <( 0 er Q er 0 LL \ \~ ~ , ··. ' '• ! '' ,_ ' >----- •-- .. ·" \ _____ ·-----,. _____ Cl 111!!1!111 """"" --• .,;;;;;a;;;/.aa< 151 RHA IND 5 6AL. 36" O.G. BARK MULCH PARKING SETBACK (T'(P.) 22 TIP TIP 24" BOX PER PLAN • FOR Pl.ANTIN& LEGEND AND Pl.ANTIN(; DETAILS. see SHEET L3,17, NOTES: o CONTRACTOR TO CONT ACT LANDSGI\FE ARCHITECT TO APPR0\/1: TREl:: LOCATIONS PRIOR TO INSTALLATION, • '2!'-3' LAYER OF 'AGUINl\6UA F<lREST R..OOR; l'-4' 5CRmEt> NJTROLIZED BARK HJ..GH TO eE PlACB) IN 111.J. 5HRle /IND 6RG\.I-IDCO\/ER /\REAS /IND IN A '2 RADIUS J\ROlN., IRLW IN l\.RF, • 111.J. TREES I-IITHIN 5'-o' OF ANY HIIRDSGAPE SHALL RECEIVE 'DEEP ROOT BARRIERS'. • AU. TREES LOCAT8' IN TlRF AAEM,, TO RECSVE 'DEEP ROOT TREE~ 6UARD5', DEEP ROOT ING. 800-458-7666. NORTH SCALE: 1" = 20' 0 ' ,, ' --:---•. -.__ . ' ' : . ••. ' . ' . .·,. , . ', . ,, , .. = = • MATCHLINE -SEE SHEET L3.13 KEY MAP NORTH 'r DATE BY APPROVED DATE DESCRIPTION APP'D, DESIGNED REVISIONS CHECKED DRAWN DATE E~ ioo at ,,/.ru Mte OF c~\. . ' . . Cl <( 0 a:: z 0 >-z <( 0 ~ -z 0 ca 4 ELE Pl.IN 5 6AL. 10' o.c. 28 PHO MAO 5 6AL. 4' O.C. 5 CUP ANA 24• eox PER PLAN g4C) MARATHON II S.F. H"J'DROSEEDED 1561 M'l'OPAC LINERS 24• OL. 5 PIN B.D 15 6AL. PER PLAN (3) 24" BOX PER f'LAN (2) fq PLA ACE 24" BOX PER PLAN 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.12 SHEET128 OF 133 ! I~ z " C C ' I s: w > " OJ _m n m ~ JJ C i -13 ~ • \ ! ~ f; 5 5 !.l I g !,; " ~ ::II"-" ~ ~ a~ q ~ ~ r; :l I!; " _, --0 ~ =! ~ ,, ~ ~~ z J~ !" n ~ C ' 0 " z • -~ ---w w I ) I " \; z I 0 0 r 0 JJ " ~ n ~ a 0 a ~ ~ 0 , ~ ~ ~ ~ z 0 § 0 G) z , 126 5 GAL. 182 5 GAL. 3 48" BOX 10 24" BOX 25 36" BOX C.IS Pl.JR 36" o.c.. RHAIND '36" o.c.. 0 <( 0 0::: Q a:: 0 LL. OLE BJR PER PLAN POP NIG PER PLAN AGO FLE PER PLAN I,,'. . . C f ..... 1:,:'.' ;·,. , . -::· ', rr, ◄ .:1:, . •:,· 1•· •. f~: r BARK MULCH PARKING SETBACK 22 24" BOX 1q 24" BOX '·~ " ~-\ \ RHU LAN PER PLAN TIP TIP PER PLAN ------~ "-. ---- --;f----Jr': : ; . : : . . . -\--Ji SEO AUT 3' 01:,. .JJN CON 5' 01:,. • X 5 GAL. 14 I GAL. ~~~~0 ~~/~0)7~K;Ju1JJ*?~~~tt~0S\~j~7j"jLS:J.~3-~1::F ===1:,1-.+~~~L ''·,·I I/; .. ' , ~ : I I.;.., .. --,--- .. ,';,., .. :,,: .. :_'._:_·.~·:.: : ::·::-:--. ·., KEY MAP \ r @ 0 10 20 40 i ' r I NORTH SCALE: 1" = 20' 'r ALO BAI AGA ATT 4' o.c.. ERi KAR 2' o.c.. S.F. 23 24" BOX AGRONOTEC. MIX STOLONlZED SEED MIX Pl.A ACE PER PLAN MATCHLINE -SEE SHEET L3.12 (Jc" (Jc" •,•, . . . , . . . . . . ""'"7~~::'f=:=c773r,~;;a\F,'a=,c===~-"" "•.. • • ....... ••. · .· MATCHLINE -SEE SHEET L3.14 @ NORTH DATE BY DESCRIPTION REVISIONS 8 MAH GOL 5 GAL. 5' O.C.. 2 BOU BRA 15 GAL. PER PLAN APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE .. .. 0 a:: z 0 >-z <( (.) ~ -z 0 OJ 14 24" BOX 8 15 GAL. 24" BOX 4013 LINERS 1558 S.F. LINERS ZEL SER PER PLAN 7 5 GAL. 15 GAL. 32 5 GAL. 118 5 GAL. 10 24" BOX 6 5 GAL. 15 GAL. PIN ELD PER PLAN (5) PER PLAN 6) MYO PAC. 24" o.c.. MARATHON II H'TPROSEEOED BAC. CEN 24" 0.C.. EUc. MAC PER PLAN (4) PER PLAN 6) PHO MAO 4' 01:,. ARC-DEN 6' o.c.. CUP ANA PER PLAN EUc. LEU PER PLAN Cl) PER PLAN CS) I• FOR PLANTING LEGEND AND Pt.ANTtN6 DETAILS. see SHEET L5,t7,I NOTES: • CON'l'RAGTOR TO CONTACT l..ANDSCAPE ARCHITECT TO i'IPPROVE TREE LOCATIONS PRIOR TO IN!;TAIJ.ATION. • -:t'-'3" LI\Ya CIF 'AGIIJINAeUI\ FOREST R..OOR'. 1•-4• SCREENED NJTROLIZED 6o'IRK M..I.CH TO BE Pl.A<;EP IN ALL 6t1R1.e NIP C:lROlHXO\IER AREW! NIP IN A Z RADIUS ARCllND TREES IN lU<F. • ALL TREES J.IITHIN '$-cf OF ANT' ttARD5CAPE $iALL RECEIVE 'DEEP ROOT BARRIERS'. • ALL !REES L.OCATE> IN 1U<F NeA!!,, TO Rf!Cli;I\IE 'DEEP ROOT TREE TRU,tK 6Ul,RDS'; DEEP ROOT INC. ll00-45&-76e&. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E,ist Green Street Pasadena.CA 91106 626 795-2008 FAX 626 795-2547 BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.13 " < -::; ~ z " • ,. C 0 ' ~ " s: > D z /TI CD " m > :0 'a 0 > z s TI ~ V\~ z I "'b~_· io 0 5 .-:0 D " <it~~ m 0 0 ~ ~ ~ D ~ ":'c)jliDZ rn • < i " . ~ G1 z .. ... ::s z ' D 7'.,.;; 0 ~!;: ' ' ~ " ~ s: . > D z -CD /TI " m > :0 ~ ~ s ~ . ..., z ,-I t~ 0 0 r ~ 0 :0 I n ~ ~ .. ;y- m 0 ~ D ~ Qi, ~ z z a G1 C z Ii ~z " 0 ';';;le ' " " :.,,,;;, s: ► ~ D • CD p; n m ~ :0 C ~ ~ s - ~ --~ (;, ) I ' • TI ~ z I 0 0 r 0 :0 ~ n ~ 0 0 ~ ~ " ~ z ~ i' G) 84 8 36" eox LINERS CISPl.R MET EXC PER PLIIN B,f,.CCEN 24• O.G. ~ 0 ~ 0 oc 0 U- I •FOR PLANTINe LE6eND Nil) Pl.ANTIN& ~TAll.s. 5EE 51~ET L5J7.1 \ I ii N011!5• o C0NTRAC:rpi. TO C0NTACT ~ ARCHITEGT Tp "!"f'R0VE TREE I.OCATl()NI PRIOR TO INST/11.LATION. • 'Z'-'!I' LAl'l!IR Oi' 'AGUNASU'. fl!)liiC), R.OOR', 1"4 r,-Jt ED NTRICIUZB;> BARK H.l..pl TO llE Pl.laD IN ALL SHRLB HD ~ HEN!> Alf IN A. % RADll-6 ~ 114.W IN~. • ALL .I l, ..UTIIN 5'-o' 01" AN!! WIRDl!CM'E eHALL l£SVE 'l:leEP ROOT ~13<4. • ALL fREe!/ 1,.0CATE!D IN TIJRI" /'f'Jl!/'S. TO Rl1CeVE .. ROOT TREE ~ eu,t,RC6', L----======Rl==OO'l'=l::: 800-158 NORTH ·. . . . . . .... ~---it:!>·-· •.. -:.-. IUA--11{// •. :·/.: _: •. ;.-· SCALE: 1" = io• ·_. r--:., ·-: ; ·--.--_;-... : .:.: .. ._._,;··---: ._, --------. .-:/ .t->--. : . • . . I I :· -' \ • • . I • 1 . . • .. •• I • : l •.. I .•. I "?, . ' . I ....•. I • . ' : ; .. :<~- \ I I I -----I I I I I I I I I -----------~~ ••• .. · .. , . . .... ... . . . I I I • • . . . ' 13 SX:. MAC 5 GAL. PER PLIIN (2) 15 6AL. PER PLIIN (11) 66,q(j,j "'6RONOTEGMIX S.F. STOLONIZB) SEED MIX 7 BJC LEU 5 6AI,.. PER PLIIN (2) 15 6AL. PER PLIIN (5) - ------:..-:r~~~~ -------~c--o. __ __,__~,.....;.,-,;r ~:--~~d"~ .. --- I I I . I • I I. ... .. ~ ' ... • . . ,. I . . . :. ~:-\ .. ; .. : : \ . • :, I •. '. ;;:. I .• ·.::: I ---:---.----0, .. •. :.--°:} \ ------------:-.::.~-~-H••.,;:.•:,:, I ·1r•t ·s-, 0--.. ,,.,.-.::f'•'..'·'"'. .. ,'. :••' .;. ':,,:... I W:! \ ;:t •·.··.···•· .•.·•. . •. ''.l\ ; _. I , , • }, I • ~-··", l • • • , • , , , ': \ .. -_ ~:rf: \ ~~ ~ _ .. __ :/0:---·------:.·: : -_;;_ ',, • ··:; I • ..... ,, •' 1 . ·-?~~~ \ /: _::\'~·'::::/t • • . -~{; \ '• •• I • • / I • _.:~\( \ -~--. .:;-:.:.). \ ~• ... ; I :,. ', ,•,1" \ KEY MAP NORTH I ---- L3:16 F: DATE BY DESCRIPTION REVISIONS .. •. . . •. ---. -------. '. ;.,. . --------... ". . .•. · . .: : .; APPROVED DATE APP'D. DESIGNED DRAWN CHECKED DATE . . .. • • 43 ARC DEN 5 GAL. fl o.c. 1073 MYO PAC LINERS 24• o,c. PIN a.D 24• BOX PER PLAN 7 PHO MAO 5 GAL. 4' O.G. 8 ElE PlN 5 GAL. 10' Q.G. 0 <( 0 .0:: z 0 >-z <( t) <( I--z 0 ca eq1 S.F. 12 24" eox 5 24• eox 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7121 FAX 949 248-25119 1214 E~st Green Street MARATHON II H'l'DROSEcDED ZEL SER PER PLAN CUP~ PER PLAN BONITA CANYON SPORTS PARK PL.ANTING PLAN Pasad~na CA 91106 • 626 795-2001f FAX 626 795-25<f7 CITY OF NE\fJPORT BEACH L 3.15 PUBLIC WOR $ DEPARTMENT SHEET 13()0F 13;p j I '" !i -:~ • " * □ ~ ~ • ~ " _m n ~ I 2l ~ 2 " I I ~ ~ z I a r a ~ ; n a '1 ~ m j " ~ ~ g z 5 , C z ' < C ~ ~ □ ' ~ ~ \; $ 2 '" n ,. C 21 ~ 2 " ~ ~ z I a r a ~ ~ n 0 • ll m 0 ~ " ~ • g -z ~ • s z C s: CD rn JJ \ ' UC, ~~o ~ ;-.. JJ iP' ,~ ~ '.'.I:) ~tfj :i.:z /--t C \ ~ s: • CD m JJ "P S!) '"1-1 .. .c . \ ,,........1 '3 0 [ JJ ~ =-cl 2 G) ..,_, z C -s ~ CD .::s rn JJ ) 0 JJ ~ 2 G) 5 ZEL SER 24" BOX PER PLAN 51 ARC DEN 5 GAL. 10' O.G. GI$ Pl.JR 56AL. 56" O.G. 1147 BAG GEN FLATS 24" O.G. ,' ' , . .,,, , , , I 1\--J-----J-,,:_,, I -, •.:·, .. , , ',,-'. ~ , ,,, fr~rii ... ~•--(; \ --,, , ,, . , •,, ,,, , ' 1 "~-· I· FOR PLANTING LEGEND AND PLANTING DETAILS. SEE SHEET L5,17,I NOTES: • CON1RAGTOR TO CONTACT LIINDSCN'E ARCHITECT TO IIPPROVE TREE LOOITIONS PRIOR TO INSTIILLIITION. • -:t'-3' LAYER OF 'AQJINAGUA FOREST FLOOR'. l'-4' 5CRa:NED NITROUZED B.'IRK 11.l.GH TO BE Pl-"GED IN 111.L sttRLe AND 6RCUIPCOVER Nlf/,5 AND IN A '2! RI\DIU5 H!Ol.t& ,RES IN Tl.RF. • 111.L TREES 1'8THIN IS-cl' OF AN'f HARD6CN'E SHALL RECEIVE 'DEEP ROOT ~•. • 111.L TREES LOOITED IN Tl.RF Nlf/,5, TO RECEIVE 'DEEP ROOT TREE TRIH< euAADS', DEEP ROOT INC. eD0-,456-766&. r NORTH 7 ' -------MATCHLINE -SEE SHEET L3.13 // // ---y,-,_;;';'.( -- ' ~ i;) • j •..... jf.:::t '•>'·'\----- '); ",,, I ,, H' I I : J-, I_., ____ _ ,,.-,,:i , , ~ I I I ~ ' I I I I I I , , '.{ I I I I I I I ',,,.,•,~,: , I o _________________________ _o I I I I I I I / ,, I / ,, I ,/' I __ ,....,.,--- , I ----------------,, -::, ,,-- I ,; , , ~ an!Ulan ---~ im:a d! _ :·:·-_:,~-------------------------------~-------------------------= ~--\.....,, --( - - \ I, I I I I I, I I I I I, I ----------I , I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I - I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , ' I· ' 1 I , I~, I :-,, , I / , f , , ": • I /: --: ,--,---,1--+---'--'-':_;_-'--'--'~-,:,.--~-,_:_;_ ___________________ ,l-------------,,L---------+-------------!-' ------, I I V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I vi1 I I I I I ,' I I I I I I I I I ,' I I ,,' ,,' KEY MAP APPROVED 0 10 20 40 ' fiit§k NORTH DATE SCALE: 1" = 20' ( -r-DATE BY DESCRIPTION APP'D, b~S!GNED DRAWN REVISIONS CHECKED Ii .. I . .. .. OJ 0 z --\ ')> () )> ~ 0 z ;o 0 . . ~ .. 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 22 PHO MAO 4' O.G. 10 ELE PUN 5 6AL. 10' O.G. 12 CUP ANA 24" BOX PER PLAN 1,650 MARATHON II S.F. H1DRC..™ 3 PIN ELD 15 GAL. PER PLAN C2) 24" BOX PER PLAN (I) 106.872 AGRONOTEG MIX S.F. STOLONIZED SEED MIX 7 BJG MAG 5 6AL. PER PLAN C2) 15 6AL. PER PLAN (5) 1684 MYO PAC LINERS 24" O.G. 4 BJ(. LBJ 15 6AL. PER PLAN BONITA CANYON SPORTS PARK PLANTING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L 3.14 SHEET OF 133 l < " ~ z " " 0 C " ' i " s:: 2 > " /TI ID n m ,, :0 C 2l ~ ~ I I ) ~ ,: -ff o z I 0 5 ~ ,_ :0 ~ n 0 V" ~~ ' ; 1l -~ 0 ' ~ ~ :-0 z ' ~ a $ii ~GJ z "' ." z ~ 0 ~;: C ' 'il C --s:: ' > s " z ~ CD !" n m ,. :0 C 2l l1 ;:; 1' (J) -•-sµ ,.. cJ., ? """11:1 z I ~o 0 r 0 ,:s :0 r i 8 ::t-~ m ~ ; ~ ~ z z o GJ ~ 2 i • '"C) z " 0 C ' I -s: " ~ > " ,m :s CD ~ m r :0 a I !:::,. v.'I w ) u ,: z :i: 0 0 r 0 :0 ~ n O 0 ~ ~ ~ ; ~ z ~ ~ GJ :l6 ARC DEN 5 GAL. fl O.G. 6 BJC LBJ 15 GAL. PER PLAN 61 as PUR 5 GAL. ='6° O.G. 155:2 B.A.c. C.f:N UIIERS 24" O.C. '!16" eox 1:2 ~•eox 4 0/ ft. ~ f'LA ACE PER f'LAN MET EXC PER f'LAN i 0 u- I •FOR Pt.MITING LW ~ Pl.ANTIN& Dl!TAll.5. SEI;; Sl~l!T L9J7.1 I ii ii . NO'TB!I• •• CONffl/G~ TO CONTACT~ IIRGHITE'GT TP N'f'RD>IE TREE! LOCI\~ PRIOR TO INSTIIU.,\~ • -:t'-~ IA:tlllt C1F 'MIUINMUI. f;p.:t£&T F'LOOR', r-Jf 11>-,► IEP IITROLIZl!!I? BAAK K.1,91 TO ee PU,CS) IN /\I.I. etRZ mP ~ H1!EH!> M!p IN /\ 2' RAtlll.e flR(l!K) i P IN -n.,P. • • Ill.I. IP ,I . ITltN ~-d CIP loH'f Mr\RDeCN"I! stW.L .-zive t&P flOC7l' ~- • /\I.I. 1P 1j .OCATED IN TIR" lflIIII'$. TO Rl!UIVE 'lll!!P Rl:lOI' TREE! 1JU1K 6L~, • Cll!P RDCl1' ~ l!5Q • ' t-,IORTH . -. . .. .. . . . •, .. I . : • .. . :-::· i,~.·.~0-:~~:,,~~~~~~~~--- ';-.': , ' . : ?: ~ tf :.:_ . . .-_ :~:. ---- ... ~ . . . . . \ , . . , , • • ,,. I •. • • • •• t'.'".:·.: • .. :?>) \ ::: .:-·: • :\ .. \ ?\::'· . ; .. :~-.···· • , I . , . \ ' . . ' ·\·. · . • _... • · • · :~/; I ? ·. ' •• I • ' ' -~.:./:_,~ . . • :~ ~ ·.: : .. :·:o,.-.·•:.,-·:'. : .-;: \, rf:.: . . ?.::. ', -:.-. . ':~:--·.. •,,· ;,,, ·: \ t:·:~-.. -;:._-; . • :·.~·:: \ ~•. ':.:••., .'. , ' •: I -,i-•,. ;.-·. . _:·:.· \ •' • -~?,. ':.'· ., :-\ \::·· .• . . :· ·.:·::::.. . ... \ ., . . . . ~--11;-,,:·.·: .. : . . ::-• . ~;,._:\_. ·•,: ,. ... • .. :-, I . , ,, I :~·, •,. • . , :...-:~ I •, , , • ,: l .. , · .. , ·<·:!:t \ :_: . ":·· .. } \ j/\ .. •. ·.· ._'/' ,,;:I'.,'••: • I ;:.: .-.;Mr··? \ ., •••. :., : .. · .. ·.,··.-_. .. , :·,.•:: •. •.::i' ___ J ;::-: . --~;\us..t. h ___ -~-~-~~~·_::..·__________ .. :? .-;--• • 7".:" t:f.:.i.'.· \, .. /?.: : .. • :. -.• .. •'• •••• }: ', --.... ··.·.·.·.·:!-t~{(/} •• •• • }:1:.\.. . . • •.? \:::~:"T·??'::r··1??'·::•::\·~?r~i(ft?F 2 /-,.·~ '. •••• I . I I I I I I I I I ~ /" \ ______...,,. \ --------•• ----- I -----i---- 1 ---- I .• , -!·.' i x::·· \ . -:; •_: .... I ••...... I .: : :.:•.,,,,:" I •. • . ,: : : I I : :, .• _.:·. I . ✓ ;~:~ . . .-·: ...... ... ;•. . . . I • • . • ... ; •• . . \ .. ' •::_;:-. .-.:,::::· I • . ;•. :·· .. : , ••• I · .. •:• ... /.';.~. :: :<::·•. . ; . ,• . :}i~/::i:.:,::.i/.0::~:,,:.:,r.'''··. . . , .. : ·:' ::· ·-~)~ \ .. ; .. -.··.·: ... •:.·:·:;~·i~· .~.'/'!' ··-;. /.::-: •• ..... ·,...-- ... :.·-.::._ •. .,,,.,---~----c- ____ --:, ---------·-. ---------------- • . : ~-:.;:;r. • . ·-· .::. --.. -·-_;-·_/' ,. -· .• •_i_,:.' .. · . •, .· . . . . . . -. ~ ,..._ ___ ... ... , . -. ... ., ..:.-;rc~-:-·-:f . • :. :-'-•~::;-:---~ ~,._-_ -. . .· -. __ ;...-~,~0),'<::-~~'°r-... , , . . . • ::-::.·· ··~-:::· ·*~~ . ~ ·_.:...., PRAIRIE ROAD KEY MAP NORTH SCALE: 1" = io• DATE BY DESCRIPTION REVISIONS . . . . . .... •·. .. APPROVED DATE APP'D. DESIGNED CHECKED - .. • I . ' I • .. ./' ' DRAWN DATE 00 0 z --I )> () ·--► ~ 0 z ;o 0 )> CJ 1:2 EUc. MAC 5 CSAL. PER f'LAN (I) 15 GAL. PER PLAN (II) 14 zaSER :24• eox PER PLAN 8 ClFANA :24" BOX PER f'LAN 701!}57 AGRONOTEC MIX S.F. STOLONIZED SEED MIX q POP NIG 24" BOX PER PLAN q PINaD 15 SAL . PER PLAN (5) :24• l30X PER PLAN (4) 1,302 MARil\THONII $.F . Hl'DROSl:l:DED 1qo RHAINO 5 ~AL. '6" O.G. 5:23:2 MY'O PAC. LINERS 24• o.e,. 31872 C111mino Capistrano San Juan C111plstrano, CA 92675 949 661-7121 FAX 949 248-25$9 1214 Et1st Green Street Pasad~, CA 91108 BONITA CANYON SPORTS PARK PLANTING PLAN 626 795-200111 FAX 626 795-2547 CITY OF NEWPORT BEACH L 3. 16 PUBLIC WOR!($ DEPARTMENT SHEET 13}0F 133 ~ i -• , " " 0 ;_; ' ~ ~ ~ " z .m " ,, ~ ~ • " ,; z :,; 0 5 , ~ " ~' 0 ' ~ 1l m 0 " ~ ~ z 0 t ~ z ' m " ~ 0 ' ~ t \; 5 z .m \; C cl ~ z ~ u ,; z :,; 0 r 0 i I " ' 0 l ~ , ., ~ ., ;-' z i , ' , ' ' ' ~ . ' ~J z !" " ,, ~ 0 ~ z • z C $,'; [lJ m II ~'~ ~o ~ •• JJ ;";:1-i!'°:tc! V• • ~ ~~~ ..._ .s z " .,.;;_ C ~ s: 0 II ~ ' z r.i CD m II ~ I S!.l .1 PLANTIN5 LEGEND: TREES SYMBOL AB6RE\/. PLANT NAME/COMMON NAME SPACINS SIZE ED.0 AGO FLE AGONIS FLEXUO::;A PER PLAN 36" BOX PEPPERMINT TREE ALN RHO ALNUS RHOMBIFOLIA PER PLAN 24" BOX WHITE ALDER 0 ALO BAI ALOE BAINESII PER PLAN 36" BOX NCN () TIP TIP TIPUANU T,l0Pi=Ucc PER PLAN 24" BOX TIPU T 0t7') CUP ANA CUPANIOPSIS ANACARDIOIDES PER PLAN 24" BOX CARROTWOOD EUC LEU EUCALYPTUS LEUCOXYLON f5Gt;.._1_ 1-'-.✓ WHITE IRONBARK PER PLAN '-.'.) EUC MAC EUCALYPTUS MACULATA PER PLAN (5Gt)_L SPOTTED GUM 0 MET EXC METf,£~11?~.f.C:\3.~EXCELSUS _ T~== PER PLAN 36" BOX % OLE EUR OLEA EU1FROPA,i=EA 'WILSONI' (MUL Tl) PER PLAN 48" BOX OLIV TR E PIN ELD PINUS ELDARICA PER PLAN ~ • .G~x AFGHAN PINE 0 PLA ACE PLATANUS ACERIFOLIA 'BLOODGOOD' PER PLAN 24" BOX LONDON PLANE TREE 0 PLA RAC. PLATANUS RACEMOSA (STANDARD) PER PLAN 15 GAL. CALIFORNIA SYCAMORE 0 PLA MUL PLAT ANUS ACERI FOLi A 'BL,,;;,O,OD,6i\OOD' PER PLAN 36" BOX CAI IFORNIA SYCAMORE Ut T 0 POP NIG POPULUS NIGRA 'ITALICA' PER PLAN 24" BOX LOMBARDY POPLAR 0 QUE AGR QUERCUS AGRIFOLIA (MUL Tl) PER PLAN 15 GAL. COAST LIVE OAK o(ij RHU LAN RHUS LANCEA PER PLAN 24" BOX AFRICAN SUMAC (MALE CUL T.l SCH MOL SCHINUS MOLLE PER PLAN 24" BOX CALIFORNIA PEPPER 0 ZEL SER ZEL~~CEX~~~tlSv~ILLAGE GREEN' PER PLAN 24" BOX PLANTIN5 LEGEND: SHRUBS SYMBOL AB6RE\/. PLANT NAME/COMMON NAME SPACINS SIZE ® AGA ATT AGA¥!;/-r J,,Tf~tJ 0'E 4' o.c. 5 GAL. 0 ARC DEN ARC:i:t'3~7/'lt1~c~~1=~7-:~1~~1't A 6' o.c. 5 GAL. @ ouUGA11,VILLr:t\ KOSENKt\ BOU ROS BOUGAINVILLEA 10' o.c. 5 GAL. (§) CA::;SIA PHYLLODINEA CAS PHY SILVERY CASSIA 4' o.c. 5 GAL. (±) CEA JOY "w(LD1uL7'L;;'t, e,c couL TcR 36" o.c. 5 GAL. ®0 CIS PUR Cl ST~~c~§~gc/(~OSE 36" o.c. 5 GAL. LEP LAE LEPTOSPERMUM LAEVIGA TY,M PER PLAN 5 GAL. AUSTRALIAN TEA TREE COMPACTU' (ill) EUP CHA EUPHOR81A CHARACIAS WULFENII 5' o.c. 5 GAL. EUPHORBIA © ELE PUN ELEAGNUS PUNGENS 10' o.c. 5 GAL. SILVERBERRY ~ 8 NEP COR NEPHROLEPIS CORDIFOLIA 18" o.c. 5 GAL. SOUTHERN SWORD FERN GRE CAN GREVILLEA 'CANBERRA GEM' 8' o.c. 5 GAL. CANBERRA GEM GREVILLEA Gm HAK SUA HAK~~i'Jlf i'i7'i~NS 10' o.c. 5 GAL. MAH GOL MAHON~A 'GOLDEN gBUNDANCE' 5' o.c. 5 GAL. OR GON GRAP ® ERi KAR ERIGERON KARVINSKIANUS 2' O.C. I GAL. SANTA BARBARA DAISY ® MEL NES MELALEUCA NESOPHYLLA 10' o.c. 5 GAL. Pl NK MELALEUCA ® PHO TOM PH0~~1tE11..~~ l'i:~x Tl:/,'6t;1fl~HuMB' 36" O.C. 5 GAL. 0 PHO MAO PHORMIUM TENAX MAORI QUEEN 4' o.c. 5 GAL. NEW ZEALAND FLAX 0 RHA IND RHAPHIOLEPl5_ INDICA CLARA INDIA HAWTHORNE 'CLARA' 3' o.c. 5 GAL. 0 SAL CLE SALVIA CLEVELANDII CLEVELAND SAGE 3' o.c. 5 GAL. @ SAL GRE $AL ~G'rIT~{J1,~~E 30" o.c. 5 GAL. Cf) @ SED AUT SEDUM 'AUTUMN JO,' 3' o.c. 5 GAL. AUTUMN JOY SEDUM TEC CAP TECOMARIA CAPENSIS 5' o.c. 5 GAL. CAPE HONEYSUCKLE PLANTIN5 LEGEND: GROUNDC.OVER/VINES SYMBOL ABBREV. PLANT NAME/COMMON NAME SPACINS SIZE K.XX>1 BAC CEN BACCHARIS 'CENTENNIAL' 3' O.C. LINERS COYOTE BRUSH I' XS ~~J JUN CON JUNIPERUS CONFERTA 'BLUE PACIFIC' 5' o.c. I GAL SHORE JUNIPER V//,3 MYO PAC MYOPORUM 'PACIFICIUM' 3' o.c. LINERS N.C.N. w BOU BRA BOUGAINVILLEA BRASILIENSIS BOUGAINVILLEA PER PLAN 15 GAL. I .. I TURF SEEDED TURF AGRONO-TEC BALLFIELD MIX #IA I:: : I TURF MARATHON II HYDRO-SEEDED TURF le;;" gc_'lj BARK MULCH PARKING SETBACK ffJJ SEEDED TURF GRASSPAVE 2 CELL PAVER AVAILABLE THROUGH INVISIBLE STRUCTURES, INC. (500) 233-1510 NATIVE GRASSLAND HYDROSEED MIX: Uj NAT GRA MELICA IMPERFECTA/ COAST RANGE MELIC PLANTAGO INSULARIS/ PLANTAIN POA SCARBRELLA/ PINE BLUEGRASS SISYRINCHIUM BELLUM/ BLUE-EYED GRASS STIPA LEPIDA/ FOOTHILL NEEDLEGRASS STIPA PULCHRA/ PURPLE NEEDLEGRASS ESCHSCHOLZIA CALIFORNICA/ CALIFORNIA POPPY LAYIA PLATY6LOSSA/ TIDYTIPS LUPINUS SUCCULENTUS/ ARROYO LUPINE NOTES: • CONTRAGTO!i! TO CONTIIGT L'INDllCN'E ARCHITEGT TO Af'PROVE TREE I..OCJITIONS PRIOR TO INSTALLATION. • '2-'!f LA'l'l;R OF 'AGUINl'ISU,',. FORE5T R.OOR', l"-4' SCRl!9IED NITROUZED Bt,RJ< l'U.GH TO eE Fl.ACED IN NJ. SHRLe AND 6ROIJoll)COVER AA1;N!, AND IN A :t RADR.e flROlW TFd:l:S IN TI.f,G". • ALL /i<E:f:41, ..IITHIN 5'-d' OF ANY HARDSCllf'E SHALL ~VE 'De:P ROOT ~ERS'. • ALL IREE& I..OCJITED IN ~-H6;A5. TO RECEIVE~ ROOT TREE iRU1F, GUARDS', DB3' ROOT INC. eoo-45&-"I f~I 90/60 95/75 20/40 95/75 60/60 70/60 95/75 50/75 95/55 QUANTITY DETAILS 45 A, C, E, F 13 A, C, E, F 6 A, C, E 56 A, C, E 72 A, C, E, F ~~ A, C, E, F :g~ A, C, E, F 20 A, C, E 3 A, C, E, F l~F A, C, E, F 73 A, C, E, F 42 A, C, E, F I A, C. E. F 29 A, C. E. F 55 A, C. E. F 22 A, C, E 13 A, C, E, F 103 A, C, E, F GUANTln DETAILS 67 B, D 810 B, D 339 B, D 252 B, D 171 B, D 1,372 B, D 34 B, D 53 B, D 71 B, D 51 B, D 35 B, D 51 B, D 123 B, D 45 B, D 136 B, D 21 B, D 133 B, D 995 B, D 155 B, D 226 B, D 126 B, D 102 B, D QUANTITY DETAILS 42,205 G 595 G 90,941 G 5 H 672,702s 12,757sf POJNDS/ ACRE QUANTITY 2.0 116,491 sf 20.0 3.0 4.0 3.0 3.0 2.0 0.5 2.0 4 3 5 6 SECTION T!'P. 2 X ROOTBALL I. NATIVE SOILS 2. 3" DIAMETER PERFORATED CORRUGATED POL'J'ETHTLENE TUBING NITH FILTER SOCK TIED AROUND BOTTOM END. NRAP TUBING AROUND ENTIRE BOTTOM OF TREE PIT AND EXTEND VERTICALLY ABOVE FINISH GRADE. 3. 3" DIAMETER GREEN SNAP END CAP I" ABOVE FINISH GRADE. 4. TREE. 5, ROOTBALL. 6. TURF PLANTING. NOTE: A. IN5PECTION TUBE SHALL BE INSTALLED ON ALL TREE PITS IN TURF. TREES LOCATED IN SHRUB AREAS NILL NOT REQUIRE INSPECTION TUBES. B. REFER TO DOUBLE STAKED TREE PLANTING DETAIL A SHEET L3.17 OR Tl'(EE PLANTING ON SLOPE DETAIL C SHEET L3.17 FOR TREE PIT NATERING BASIN PLANT TABLETS, STAKING, ARBOR GUARDS, ETC. PLAN j: F ~:t--~-~e_ 18 ,e_ 1 .. -~-:~- 0 ~_ti_n_g_w_it_h_l_n_sp_e_c_ti_o_n_T_u_b_e_(_ln_T_u_rf_A_re_a_s_) __ _ - SPACING -SEE PLANT LEGEND --. --------i----------- / \ / \ , I o/' :, ' o/ / \ , I , ' , I \ I , ' , , ' I \ ' \ ' •\ ' \ ' \ ' I. 1/2 SPACING -SEE PLANT LEGEND. 2. EDGE OF CURB, EDGE OF PAVING, FACE OF NALL. NHERE OCCURS. ____ _,.. __________ _ ----·-·----~----. SPACING -SEE PLANT LEGEND 2 @ Plant Spacing G -------Scale: 112" = 1'-0" SECTION 2.S TIMES ROOTBALL I. NALL/TRELLIS. SEE ARCH PLANS 2. FINISH GRADE 3. SHRUB PER PLANTING LEGEND. TIE TO TRELLIS NITH GREEN NURSER'!' TAPE. 4. PLANT TABS PER SPECIFICATIONS 5. CRONN OF ROOTBALL 2" ABOVE FINISHED GRADE 6. NATERING BASIN NITH MULCH ELEVATION r .., Espalier Attachment Detail (,_ H,, i--sca_Je_: 1•12• .. •=•1•·-o• .. ----------------------- DATE BY DESCRIPTION REVISIONS Ill= I. DEPRESSED BASIN NITH I" OF MULCH, SEE SPECIFICATIONS. 2. CRONN OF SHRUB TO BE PLANTED I" ABOVE FINISHED GRADE. 3. ROOTBALL. 4. PREPARED BACKFILL MIX PER SPECIFICATIONS. 5, PLANT TABLETS. REFER TO SPECIFICATIONS. 6. EXISTING GRADE. 7. UNDISTURBED SOIL SCARIF1' SIDES AND BOTTOM OF PIT. 8. FINISH GRADE. :r:::Jl~-=TTT.::JS~~ ~~~ ~~ -Ill ;~ II 11 I I §~ I - - --111--111 II 2-1/2 x ROOTBALL rD~ Shrub Planting on Slope •: 1------------------------\. ~ Scale: 112" = 1'-0" . . ' . ®v/ I I \ \ \ \ / / I. CONCRETE CURB OR HARDSCAPE. 2. FINISH GRADE. 3. SIDENALK OR NALL. 4. ROOT BARRIER BY DEEP ROOT PRODUCT INC. MODEL #RP22-30-18 5. 3/4" GRAVEL. 6. DRIPLINE OF MATURE TREE. 7. INSTALLATION PER TREE PLANTING DETAIL. NOTES, A. POSITION BARRIER AS CLOSE TO CURB OR SIDENALK AS POSSIBLE. RAISED ROOT PROTECTORS SHALL BE FACING TONARDS THE TREE. B. TOP OF BARRIER SHALL BE I" ABOVE FINISH GRADE. C. LENGTH OF ROOT BARRIER SHALL BE EQUAL TO THE DRIPLINE OFMATURE TREE AS DEFINED B'J' SUNSET NESTERN GARDENS. D. ROOT BARRIER SHALL BE 24" ADJACENT TO CURB AND 12" ADJACENT TO NALK/NALL. 6" MIN. 7 SECTION A-A A--=:11111---, ..... , ' " + \ \ \ I I I I I I 3 ', ..... --- A--=rl'll1---' ® Linear Root Barrier E -------NTS APPROVED DATE APP'D. DESIGNED DRAW CHECKED DATE --=111 I I I - l 2 TIMES ROOTBALL DIAMETER I. TN0-2" DIAMETER X 8' LONG TREATED LODGEPOLE STAKES FOR 5 GALLON. 10' LONG LODGEPOLE STAKES FOR 15 GALLON AND 24" BOX. PLACE STAKES AT RIGHT ANGLE TO PREVAILING NIND OR AS DIRECTED B1' LANDSCAPE ARCHITECT. FOR 36" BOX TREE USE TN0-3" DIAMETER X 10' LONG TREATED LODGEPOLE WITH 36" V.I.T. NITH THRU BOLTS. 2.· TNO-CYNCH TIES, LOOP AROUND TREE, STAKE¢ SCREN 3. EARTH NATERING BASIN. NO LARGER THAN ROOTBALL. RAKE OUT AS DIRECTED. 4. BACKFILL MIX PER PLANTING SPECIFICATIONS. 5. PLANTING TABLETS PER PLANTIN6 SPEGIFIGATlONS. 6. FINISH GRADE. NOTE: A. PLANT PIT SHONN 15 FOR 15 GALLON SIZE. FOR LARGER MATERIAL, PLANT PIT SHALL BE 18" LARGER THAN BOX SIZE ON ALL SIDES AND NO DEEPER THAN BOX DEPTH. B. CYNCH TIES ARE TO BE ATTACHED TO LODGEPOLE NITH DECK 5CRENS, NO NAILS ALLONED. TREES LOCATED IN TURF AREAS TO RECEIVE DEEP ROOT TREE TRUNK GUARDS MODEL AG9-4. ,. , Double Staked Tree Planting 1Ar:----------------... ~ Scale: 112" = 1'-0" I. DEPRESSED BASIN NITH MULCH REFER TO PLANTING SPECIFICATIONS. 2. CRONN OF SHRUB TO BE PLANTED 1/2" ABOVE FINISH GRADE. 3. ROOTBALL. 4. PREPARED BACKFILL MIX PER SPECIFICATIONS. 5. PLANT TABLETS. REFER TO SPECIFICATIONS. 6. UNDISTURBED SOIL 5CARIF1' SIDES AND BOTTOM OF PIT. 7. FINISH GRADE. @ Shrub Planting 8 -------Scale: 3/4" = 1'-0" 2 TIMES ROOTBALL DIAMETER ;: :i .,_ -x: I I. TN0-2" DIAMETER X 8' LONG TREATED LODGEPOLE STAKES FOR 5 GALLON. 10' LONG LODGEPOLE STAKES FOR 15 GALLON AND LARGER. PLACE STAKES AT RIGHT ANGLE TO PREVAILING WIND OR AS DIRECTED BY LANDSCAPE ARCHITECT. 2. TNO-C'J'NCH TIES, LOOP AROUND TREE STAKE I SCREN 3. EARTH NATERING BASIN. NO LARGER THAN ROOTBALL. RAKE OUT AS DIRECTED. 4. DEPRESSED BASIN NITH I" LAYER MULCH. REFER TO PLANTING SPECIFICATIONS. 5. CRONN OR ROOTBALL 2" ABOVE FINISH GRADE. 6. BACKFILL MIX PER PLANTING SPECIFICATIONS. 7. PLANTING TABLETS PER PLANTING SPECIFICATIONS. 8. EXISTING GRADE. 9. FINISH GRADE. A. B. NOTE, PLANT PIT SHONN 15 FOR 15 GALLON SIZE. FOR LARGER MATERIAL, PLANT PIT SHALL BE 18" LAR6ER THAN BOX SIZE ON ALL SIDES AND NO DEEPER THAN BOX DEPTH. CYNCH TIES ARE TO BE ATTACHED TO LODGEPOLE NITH DECK 5CREN5, NO NAILS ALLONED. © Tree Planting on Slope C l-•s•ca•1e•,-1•12• .. •=•1·--a•·-----..;.------------------ 31872 Camino Capistrano San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 1214 E'!st Green Street Pasadena.CA 91106 626 795-200lll FAX 626 795-2547 BONITA CANYON SPORTS PARK LEGEND/ D~TAILS CITY OF NE\NPORT BEACH PUBLIC WOR!(S DEPARTMENT L 3.17 5HEET}32 Of 133 ~ D □ ' 'jj " • < D z _m " ► C ~ 0 ~ s ~ ~ I 0 r 0 ~ n 0 ~ ~ s 0 ' ro f '· < 2 a C z ' < ' ~ □ ' ~ " • D z m n ,, ~ 0 ~ z s ~ \; z I 0 r 0 ~ n □ 0 ~ ~ f D ~ ~ ' i " I 2 ' ' □ . " 'jj ~ ~ D 2 _m n ,, ~ 0 ~ ,; z C s: m m JJ V\ u:i ....,, ~ 0 ~ ':J ~-JJ iir :i,,, V' • ~ ~~~ ' ·-~ ;s z ,c ~ ~ m JJ ~o ·-» JJ ~--),,,~ ~ :,z G) ·o-z <"' C ;r s: m _m (,A JJ -<;J \ ) ' 0 JJ ~ z G) \\J .._, -a.! (N I • < • ~ z " C ! 0 ' " s " ~ ; ,; z ID rn n m > :u r ~ CD " > 3 BOU BRA 5 6AL. PER PLAN -~ I I I ,. ~ ' ' ~-[! , -I I ' c, ~ , ,. ... , ' f! ' ~: ~ ' • < ' ~~ § ,, ~; ~ ' " ' 0 ,, ' t i " 38 NEP COR 5 6AL. 18" 0.G. -, ' ,-~ ,I'*'\ ' ',__, 12 ARG DEN /.-'•/ ,, \ I 5 6AL. 6' O.G. BASE BID PI..ANTIN6 e as FUR (SHOHN AS DASHED) 5 6AL. 6' 0.G. AS NEEDED Ml'O PAG LINERS 3' O.G. ~ ,; , , MID RESTROOM ADD OPTION "B" I I \;-~s:~~l:e,:1~"~==~~~:.:,,.:.:.:.,:,:,::_:_:::,::_:::,...:,.:.;.:_:_:::,__ ________________________________________________________ _ " .J z 't, I □ 0 r (I) □ :u ~ n -~:ir ~ □ ~ ,· m □ --" ~ ~ ,--z z " V, GJ C z < ' !! z ' C 0 ' ~ s ' " > ' " z ID rn " m ,. :u 'ii □ Ji ji - "" ""' --.;.; \# \ \ _) ~ I 0 □ r 0 :u ~ n ~ ' 0 □ ~ ~ ; ~ z ~ Q r.i 9..-s,-=,-q-s REJF.1 AIPHRlll'l!III D BONITA CANYON 31872 Camino Capistrano SPORTS PARK San Juan Capistrano, CA 92675 949 661-7127 FAX 949 248-2599 DETAILS DA'll!E 1214 East Green Street All'l!'DD. DESlllNl!BD DRl!llffi Pasadena, CA 91106 CITY OF NEWPORT BEACH L 3.18 DA'll!E B1f DEstl!!l'IPl!lNJN 626 795-2008 FAX 626 795-2547 RE'IIS!ll~SI S CH!BDIEIDD DAlllE PUBLIC WORKS DEPARTMENT SHEBr 13 3 Of 133