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HomeMy WebLinkAboutR_6078_SI CITY OF COSTA MESA I PAc:Fic L F--'ROJECT ~OCATI ON SYMBOL/LEG END UPPE R 0 C,.,,1,: "'l< o-a . !f' • CITY OF IRVINE -<( 0 --nc: --UNIVERS\T'( # VI CIN ITY MAP NOT TO SCALE ABB R EVIATI ONS (IN ADDITION AB AC ARH M BC BCR I. CMB CNB CLR C&G EC ECR EXIST FL FS GB HMA MAX MIN NTS PCC l'ROP SW TO GREENBOOK SECTION 1-3.2) AG GREGATE BASE ASPHALT CO NCRETE ASPH ALT RUBBER HOT MIX BEGIN CURVE BEGIN CU RVE RE TURN CENTERLINE CRU SHED MISCELLANEOUS BASE CITY OF NEWPORT BEACH CLE AR CUR B AND GUT TER EN D CURVE EN D CURVE RETU RN EXIS TING FLOW LIN E FIN ISH SURFACE GR ADE BREAK HO T MIX ASPHALT MAXIMUM MIN IMUM NOT TO SCALE POR TLAND CEMENT CONCRETE PR OPOSED SIDEWALK f , STA 46+00 32nd STREET= STA PER 15+00 NEWPORT BLVD. ST. IMP. PLANS R-6023-S EMERGENCY TELEPHONE NUMBERS SOUTHER N CALIFORNIA GAS COMPANY (VERIFICATION) ; SOUTHERN CALIFORNIA GAS COMPANY (TRANSMISSION) SOU THERN CALI FORNIA EDISON COMPANY . DAY · - (714) 634-5091 (714) 634-5091_ (714) 895-.0292 • _ -, I I AT&T TE LEPHONE COMPANY (FACILITIES MAPPING) AT&T TELEPHONE COMPANY (VERIFICATION) g;:; ~~~=~6~~ . . .·· ' ---) (949) 644-3011 (9.49) 644-371 (" CI TY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT Tl,1E WAR NER CA BLE ENGINEER OF RECORD (714) 593-7732_ ' --- (714) 903-8337 (949) 474-1960 •• "' 32nd! • ' j • :{i;,.'.:,.-/-' -;'.:(/~0/-::/4:i-l:(~-,i\ · ·', ,·; :, .. , ~ , ,, DEVELOPER/LEASE HI OLDEFR R: D. 0B LSON --D•EVELOPMENT . ,~-' .. ' • l .I C • • 2955 < MAIN 'STREEl',. THIRD _ FLbOR -IRVINEt CA 9261 ,C:0 Yo -• -. •1; • 1 , ·:PHON~? j-,/ft-,·,::;::;;•( :\r·<<t --~, .. :_ . - • : "</,,~ONI A,CT:_ ANTH~,N/ w~_zosE~ ·.;F·:,. • •·'" ,;,-;;:o,,;"";J•_~., ,-'\"Kc::·· I ,-,p ;~· '.-•r.r;ti~~ .. ; :" ! . j I ., r T t ~ I I ·1 _ 1- -; :;·--~ ;,. 'C l. APPROVED, _--'-_"\_v!'::·==-·~~~-~·':!:---::::.· .!_h.!_:_}:J!J:.'..:.::_.:.;...:!,._:1.f7:::::·•~:___:o;,-:::.. _ _:_::_~--/-___ _,;_--i;_:_._ DAVID A. WEBB, P.E , PUBLIC WORKS DIRECTO~ · MIN 2-lNCH GRIND D,r-D Ov'E~LA -.,, MIN 3-INCH GRIND AND OVERLAY •.;;·{:-.• ·\.;-·: ,'ri ,,:,·'{'.{,._\c,:' -~-··· -• ·J. ,, . ~" (NOfE: FIN /,c TOT-" .-:/ERL-~Y IS -' THiCi') (NOTE: FINAL TOTAL OVERLAY IS 3" THICK) AC PAVEME i✓T I ,It ' ]·! I I, EX MAR 11 ¢1v1LENGIN -_- /:lJsco E ENGINEERING, 1 ~795 VON KARMAN • SµITE 1 do • IRVINE, _CA 9 260 6 . --,, c ftlONE: 9 49 .474.1960"_ • C NTACT: MARK NERO, P.E.' I - ,' . vj,,,/:. DA TE:_/,_/._----,---,- -I : ·r I i ,,,; . " J~; ' o: · -40' _ 80' D_EM0Lrt]6J))' FOR '-:OFF -SITE IMPROVEMENTS PER .DEMOLITION ·PLAN\UNDER SEPARATE PLAN AND PERMIT. INCLUDE ' PLANS , IN THIS SET FOR "REFERENCE '.oNL'i-'" 't • -.. _ Pl-JASE 2 0-DEMOLITIO.N SHALL BE , SCHEDULED TO OCCUR· JUST PRfOR Tb STREET 1,MPROVEMENT j • WORK .·_ REFER _ IQ THE C,\)NSTRU_CTION MANAGEMENT PLAN PREf;AREQ BY CONTRACTOR. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATION S FOR PUBLI C WORKS CONSTRUCTION" AND SUPPLEMENTS TO DATE, EXCEPT AS OTH ERw1!s E STATED IN THE Cl'TYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPE CIAL PROVISIONS_ 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 56o-c~3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WA TER IYAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND C,QVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TD GRADE BY OTHERS. • 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MA!TCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCR EPANCY IN THE DRAWINGS OR SPECIFICATI ONS SHALL BE, CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS ~· 0 REFLECT AS CONSTRUCTED CONDITION. FAI LURE TO DO SO WILL PLACE RESPONSIBILI TY OF THE CONTRAC TOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICA TED ON THE DRAWINGS BUT CALLED FOR IN !THE SPECIFICATIONS, OR VIGE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURN ISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED I FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR :ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL ASPHALT CONCRETE PAViNG SHALL HAVE A 3/8-INCH LIP PREiSENT AT THE LIP OF THE GUTTER_ '.- 10. DUE TO THE THICKNESS OF THE EXISTING PAVEMENT, NO SUPER TRllCKS SHALL BE USED AT ANY TIME UNLESS APPROVED BY THE ENGINEER (SEE SPECIFIC1ATIONS). 11. 12. 13. 14. DI GOU T QUAN Tl TIES ARE LISTED IN THE PROJECT PROPOSAL AN D SPECIFICATIONS-THE ACTUAL AREAS ARE PAINTED IN THE FIELD FOR BIDDING_ AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WOR~ ACTIVITIES WITHIN THE PUB LIC RIGHT-OF-WAY. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A "C-34" LICENSED PIPELINE CONTRACTOR OR AN "A" LICENSED GENERAL EN1GINEER ING CONTRACTOR. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK AC TIVITIES WITH IN THE PUBLIC RIGHT OF WAY /EASEMENT. 15_ AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STAN D.ARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT Of WA.if/EASEMENT. I 16. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION ! IS REQU IRED BEFORE THE BUILDING PERMIT FINAL INSPECTION CAN BE ISSUED . AT THE TIM E bF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF TH E EXISTING PUBLIC IMPR OVEMENTS SURROUNDING THE SITE IS DAMAGED , NEW CONCRETE SIDE WALK, CURB AND GUTTER, STR EET PAVEMENT ~ND/OR PARKWAY LANDSCAPING WILL -BE REQUIRED AND 100% PAID BY THE ADJACENT OWNER. SAID DETERMINATION AND THE EXTENT OF . THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE! PUBLIC WORKS INSPECTOR. 17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFO RMED BY .A "C-42" LICENSED SA NI TATI ON SEWER CONTRACTOR OR AN "A" LICE!NSED GENERAL ENGINEERING CON TRACTOR. I .18. FINAL APPROVAL OF ALTERNATIVE SURFACE IS SUBJECT TO ACTUA~ FIELD ACCEPTANCE TESTING UTILIZING FIRE DEPARTMENT APPARATUS ENGINEER'S NOTIC E TO CON/rRACTOR ' I '1. Tl--'E EXISTENCE AND LOCATION OF ANY UNDERG ROUND UTILITI ES AN!)/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAIN ED BY A SEARC H OF THE AVAfLABLE RE \:ORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATI ON 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 UTILITI ES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. I 2. RELOCATION OR REMOVA L OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE • UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 1 3. UNAUTHORIZED CHAN GES & USES: THE ENGINEER PREPARIN G THES~ PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FO R, UNAUTHORIZED CHANGES TO OR USES OF TH,ESE PLAN S. ALL CHANGES TO THE PLANS MUST BE IN WRITIN G AND MUST BE APPROVED BY THE PRE~ARER OF THESE PLANS AN D THE CITY OF NEWPORT BEACH PUBLIC WOR KS DEPARTMENT. • I 4. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMlf'LETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJ ECT, INCLU DIN G SAFETY OF ALL PERSONS AND PROPERTY; THAT THES E REQU IREMENTS SHALL APPL'flj. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL Ll~BILITY REAL OR AL LEGED 'IN CONN ECTION WITH TH E PER FORMANCE OF WORK ON THI S I PROJ ECT, I EXCEPTING FOR LIABILITY' ARIS ING FROM THE SOLE NEG LI GENCE OF THE OWNER OR THE ENGIN EER, OR ANY PUBLIC AGENCY_ 5_ THE CONTR-ACTOR TO POTHOLE AND VERIFY THE LOCATION_ A_ND ELq'ATIONS OF ALL EXISTING UTILITIES , AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CON lRACTOR SHALL CONTACT CIVIL ! ENGINEER, IN _THE EVENT OF ANY CONFLICTS PRIOR TO ·coNSTRUCTl()N. -i I I 6. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1811 A Ml~IMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING OR CONSTRUCTION _ OF At,IY KIND. THE USA TICKET NUMBER MUST BE -AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START OF ANY WORK SHOWN ON THIS SET OF PLANS. SHEE T INDEX 1 TITLE SHEET 8 PLANTING PLAN 2 CONSTRUCTION NOTES & SECTIONS 9 PLANTING SCHEDULE, NOTES 3 STRE ET PLAN & DETAILS 4 STREET PLAN 10 IRRIGATION SCHEDULES 5 STREET PLAN ' 1 1 IRRIGATION PLAN 6 SIGNING & STRIPING 12 IR RIGATIO N DETAILS 7 SECTIONS & DETAILS 13 IRRIGATION DETAILS ~ ~ ~ "' 0 "' ~ .... .... ~ ~ I ~ " 5l ~ cs 5l 0 ~ LO ... "<I' 0 ' co ... 0 C'II 2: " 1 R/W TC 7.5' -EXIST SW I I R/W TC r--VARIES EXIST SW I I R/W 1 PROP. 6' SW R/W 7 I PROP. 6' SW I PROP .CURB7 & GUTTER 2%~ 18' PARKIN G ETW 6' BIK E LANE 1 1 ' LANE i 32ND STREET SECTION STA 47+77.84 TO STA 50+53.13 HOR: 1 ";5' VER: 1 "=5' 1' DBL STRIPE - _1 ;U~ --------t------\_~XISTIN~ BASE - LIFT A.C. SECTION 32ND STREET SECTION STA 51+94.73 TO STA 56+2 1.40 HOR: 1'';5' VER: 1 ";5' ------------- ETW / i TC / ~I 18.8' / 12.8' 15.5' I 14.3' LANE 1' LANE DB J STRIPE -i--I I \ ~ t \ -.....__ EXIST ROW 3' I I ------- 2.7' EXIST SW __.-"\ --- \ - \ -,__...-EX I ST ------- -i ~ K ~-/ / r~-----15.s' -----+-~,__I ___ 10· ----~---10 _3• --~-i ST REET IMPROVEMENT CONSTRUC11ON NOTES NO. DESCRIPTION 1 CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB BASE OVER COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2 NOT USED. 3 NOT USED. 4 CONSTRUCT 6" PCC CURB & GUTTER, TYPE A, PER CITY OF NEWPORT BEACH STD. DWG. STD-182-L 5 CONSTRUCT 6" PCC CURB , TYPE B, PER CITY OF NEWPORT BEACH STD. DWG. STD-182-L 6 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. .J_, CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH, TYPE I, PER CITY OF NEWPORT BEACH STD. DWG. STD-160-L-A, 8" THICK PCC OVER 4" AGGREGATE BASE WITH #4 BARS @ 18" QC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTMENT. 8 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF NEWPORT BEACH STD. DWG. STD-185-L ~ CONSTRUCT PARKWAY CULVERT, TYPE C, WIDTH OF OPENING PER PLAN, PER CITY OF NEWPORT BEACH STD. DWG. STD-319-L, WITH ALHAMBRA FOUNDRY A-2273 CLEAN OUT FRAME AND COVER WITH LOCKING DEVICE 10 CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 7 11 CONSTRUCT CURB RAMP, CASE H, PER CITY OF NEWPORT BEACH STD. DWG. STD-181-L-B AND DETAIL ON SHEET 7 12 CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 13 CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 14 CONSTRUCT CURB RAMP, MODIFIED CASE C, PER APWA STD. PLAN 111-4 AND DETAIL ON SHEET 7 15 CONSTRUCT CURB RAMP, CASE C, PER CITY OF NEWPORT BEACH STD. DWG. STD-18 1-L-A .!_§, INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STD. DWG. STD-920-L OR STD-922-L, DEPENDING IF IT IS PLANNED TO CORE HOLE OR INSTALL AS PART OF SIDEWALK PANEL. 17 TIE EXIST SIDEWALK CULVERT INTO PROPOSED CULVERT .!_§, INSTALL NEW POLE AND ARM PER CITY OF NEWPORT BEACH STD. DWG. STD-200-L. USE AM ERON CAT. NO. 4-C1-23-F8. POLE HEIGHT 24' -3". USE LUMINEERS FROM SALVAGED STREET LIGHTS FROM THE CITY YARD. RELOCATED ANY STREET NAME SIGNAGE TO NEW POLE. 19 INSTALL PULLBOX PER CITY OF NEWPORT BEACH STD. DWG. STD-204-L ?Q CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 ~ CONSTRUCT 8" THICK PCC DRIVEWAY SLAB OVER 4" THICK AGGREGATE BASE WITH #4 BAR @ 18" QC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTEMENT. I (2, CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. MATCH TO EXIST COLOR & TEXTURE. 23 REMOVE EXISTING PARKING METERS PER DEMO PLAN, KEEP FOR REUSE COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH , 1" MIN.) AFTER GRINDING, SEAL CRACKS 1/8-INCH WIDE AND GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONS ISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPTH, 1" MIN.) LEVELING COARSE. 25 NOT USED ' 26 CONN ECT DRAIN TO PKWY CULVERT ?1 SET NOTED FAC ILITY TO GRADE I (28 CONSTRUCT FULL LIFT AC PAVEMENT SECTION @ INSTALL NEW LOOPS AS INDICATED ON PLAN, LIMIT LINE LOOPS SHALL BE MODIFIED CALTRANS TYPE E LOOP DETECTOR, ADDITIONAL LOOPS SHALL BE TYPE E, SEE DETAIL ON SHEET 5 ()9, CONSTRUCT 8" TO 6" CURB TRANS ITION PER DETAIL ON SHEET 7 (:lJ, CONSTRUCT SIDEWALK . COLOR AND TEXTURE TO MATCH EX ISTING (;l~ INSTALL 2" SCH-80 PVC IRRIGATION LI NE WHERE SHOWN. CONNECT W'LY END TO EXIST. FIRE-STATION IRRIGATION SYSTEM. (;l-!-INSTALL 4" SCH-80 IRRIGATION SLEEVE UNDER STREET 6" OR GREATER BELOW SUBGRAD E ELEVATION. SIGNAGE AND STRIP ING NOTES NO. DESCRIPTION 41 PAINT 4" SOLID DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22 4, PAINT 12" SOLID WHITE CROSSWALK (BASIC) PER CALTRANS STD. PLAN A24F. CROSSWALK WIDTH IS MEASURED INSIDE TO INSIDE. 43 INSTALL PARKING STALL ( 45") PER CITY OF NEWPORT BEACH STD. DWG. STD -805-L-A & STD-805-L-B 44 INSTALL PARKING STALL (60') PER CITY OF NEWPORT BEACH STD . DWG. STD-805-L-A & STD-805-L-B 45 INSTALL ACCESSIBLE PARKING, STALL PER CALTRANS STD. PLAN A90A 46 PAINT WH ITE PAVEMENT MARKING, "STOP", PER CALTRAN S STD. PLAN A24D 4 RESTRIPE EXISTIN G WH ITE PAVEMENT MARKING, LEFT ARROW 48 INSTALL POST AND SIGN, ITEM PER PLAN. 49 PAINT CURB RED AND REPAINT EXISTING RED CURB PER PLAN. 50 PAINT DOUBLE LEFT TURN PAVEMENT MARKING PER DETAIL A ON SHEET 6. 51' PAINT 12" MINIMUM HIGH WHITE "NO PARKING" LETTERING TO BE VISIBLE FROM VEHICULAR WAY. 5; RESTRIPE EXISTING WHITE PAVEMENT MAR KIN G. "ONLY" 53 RESTRIPE EXISTING WHITE PAVEMENT MARKING. RIGHT ARROW 54 INSTALL BLUE REFLECTIVE MARKERS PER CITY OF NEWPORT BEACH STD. DWG. STD-902-L 55 REFRESH EXISTING STRIPING WITH NEW TRAFFIC PAINT 56 INSTALL STREET SIGN THAT WAS SALVAGED FROM DEMO PLAN 5, PAINT LEFT/RIGHT TU RN PAVEMENT MARKING PER DETAIL B ON SHEET 6 QTY UN IT 7100 SF SF SF 800 LF 500 LF 8050 SF EA 2 EA 4 EA 180 LF 3 EA EA EA EA EA 18 EA EA 6 EA 6 EA EA 650 SF 300 SF 9 EA 18,000 SF EA 6 EA 600 SF 8 EA 8 LF 135 SF QTY UNIT 850 LF 115 LF 20 EA 16 EA 1 EA 3 EA 1 EA 4 EA 466 LF 2 EA 1 EA 1 EA 1 EA 1 EA 32 EA 1 EA 1 EA :5 <o - ,._ ~ 0 N 0 M ...... a, - Ii) .... ~ ' c.o .... 0 N z 32ND STREET SECTION STA 53+03.70 TO STA 56+0 1 .51 HOR: 1 ";5' / 'l ~~RIPE -j 1 • 1 1 ~~•E : ~NB~ ------a \ I t I ~ \\ " ' " _c I l Jt;::"., '" ooc ~ WCATI" ~ / / 58 RESTRIPE EXISTING SOLID WHITE 8" CHANNELIZING LINE PER CALTRANS STD. PLAN A20D. DETAIL 38. 35 LF VER: 1 ";5' -- i VAR IES ETW ETW 1 1' VARI ES I VARIES LANE LANE VARIES I LANE i i t NEWPORT BOULEVARD SECTION STA 15+ 78.40 TO STA 18+94.95 HOR: 1 ";5' VER: 1";5' STA 54+18.47 TO STA 55+23.99 ------- VARIES 1 1' 1 1 ' LANE LANE t t VERY FROM THAT SHOWN TO A\/QID UTILITIES & OTHER QaSTROCTIONS -- ETW TC R/W 6' 8'~ BIKE LANE I I " ~ C ~ WDID: 8 30C375678 ~ r------------------,---------y--,---,---,-----------------------""T-----------r--------------------....;-1 ;0 ~~oFESSto,11 <:i 'f-K • ,v -f< ~ .. " 4.,~ 't-1'~-t- .._ ~ 0 GI 0 , -NO. 80066 ~ ~ 0 ENGINEERING • EXP. 09/30/18 0 • "' REVIEWED: g- CONSTRUCTION NOTES & SECTIONS i STREET IMPROVEMENT --v 5-0 0 ~ '>a CIVIC ~~ DESIGNED DRAWN 32nd STREET & NEWPORT BLVD. .--1619s Von Korman, Suite)0,~ Irvine, California 92606 1 -1 -1 --1 -----------------------i-------,-==---+---=-=-:.::..:..:....:._==..:......::::..:_.:,::.:._:..:..._.:_:..:.,:_:~,:_::.:.__..J -,'J :?/M0:J..949 f 745315~w.:;t;:;,com ,-,......----+---____. CITY OF NEWPORT BEACH R-6078-S f KZ DB 't: OF c,11\.\~o CHECKED DATE NO. DATE REVISION MN DATE MARK NERO RCE 80066 ' Date PUBLIC WORKS DEPARTMENT SHEET 2 OF 13 .--..._ _____________________________________ ...L..:.:,:=.:,::::::...;;,::.:.::::::::__ __ __::::::....J.._ ___ ____J..:.:::;;,_j,~~~-------------L.-____!'.!...J_~,,;_.,JL..:..::.:.::.:::....:..:..::.::.::_::.::..:_::.:.:..:.::.:::.:.:..._L_~_!..!;~<'-' .- I I I I I SEE SHEET 5 I I \ I I \ . \ \ , I I I I ::c--:s>:,.¾ ~--. ,-·,~, ~ \.,"\ ....... ...____ T r Ol -- u w om T 32nd STREET (HORIZONTAL CONTROL) • SEE SHEET 5 ~ STREET IMPROVlMENT P;LA RAWING R602 -5 / ~OR OVEME s I WIT N 't1E'wPORT LVEz (EX LUD [NG SIDEWALK) ' I I I -c----1 ~ -<.O r 00 "' "' '-' ~ oo u~-2. + 3: w u· '-<O t-0 ---~ .;-z <OW 0 <(0 oci........, N ,-w Oz C/HD +-.-,-o .;-~ II {fl,J LID O HOTEL SEE GRADING PLAN # I "' \ <X) <X) MATCH EXIST AC PAVEMENT ~ LIMIT OF GRND & OVERLAY .______ + " (UP TO FULL LANE WIDTH) -~ st "' sl T "' 7 st " STREET IMPROVEMENT CONSTRUCTION NOTES @ INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STD. DWG. STD-920-L OR STD-922-L, DEPENDING IF IT IS PLANNED TO CORE HO LE OR INSTALL AS PART OF SIDEWALK PANEL. NO. DESCRIPTION @ TIE EXIST SIDEWALK CULVERT INTO PROPOSED CULVERT (D CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB BASE OVER COMPACTED SUBGRADE PER 18\ GEOTECHNICAL REPORT I)_§; INSTALL NEW POLE AND ARM PER CITY OF NEWPORT BEACH STD. DWG. STD-200-L. USE AM ERON CAT. NO. 4-C1 -23-F8. POLE HEIGHT 24' -3". USE LUMINEERS FROM SALVAGED (?) NOT USED. STREET LIGHTS FROM THE CITY YARD. RELOCATED ANY STREET NAME SIGNAGE TO NEW POLE. Q) NOT USED. @ INSTALL PULLBOX PER CITY OF NEWPORT BEACH STD. DWG. STD-204-L ,;-,, '°CT' CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 ~ CONSTRUCT 6" PCC CURB & GUTTER, TYPE A, PER CITY OF NEWPORT BEACH STD. DWG. ~ STD-182-L @ CONSTRUCT 8" THICK PCC DRIVEWAY SLAB OVER 4" THICK AGGREGATE BASE WITH #4 BAR @ ® CONSTRUCT 6" PCC CURB, TYPE 8, PER CITY OF NEWPORT BEACH STD. DWG. STD-182-L 18" OC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTEMENT. ® @ CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. 6 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. MATCH TO EXIST COLOR & TEXTURE. (j) CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH, TYPE I, PER CITY OF NEWPORT @ REMOVE EXISTING PARKING METERS PER DEMO PLAN, KEEP FOR REUSE BEACH STD. DWG. STD-160-L-A, 8" THICK PCC OVER 4" AGGREGATE BASE WITH #4 BARS @ 18" OC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTMENT. @ COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1" MIN.) AFTER GRINDING, SEAL 32nd STREET (IMPROVEMENTS) SEE SHEET 6 FO R SIGNING & STRIPI NG PROTECTION NOTES NO. DESCRIPTION OJ PROTECT IN PLACE, ITEM PER PLAN [I] REMOVE TEMPORARY AC SIDEWALK TRAFFIC LOOP NOTES NO. DESCRIPTION ~ ABANDON ~ SPLICE NEW TO EXISTING CONDUCTORS I ..._,. 1-w w J: V) w w V) 0 0 + N LO . ~ V) STREETIMPROVEMENT ~ ~ ANNOTATION DATA ~ =~,,,;,,=============§ LINE DATA LINE(l BEARING DISTANCE Ll S86'53'44"E 44.32' L2 S26"56' 46"E 17.89' L3 N86"56'46"W 166.85' L4 N26'56' 46"W 23.53' L5 N89"51'48"W 124.27' CURVE DATA CURVE (l RADIUS LENGTH DELTA Cl 3.00' 6.29' 120·03•02" C2 5.00' 5.49' 62"55'02" C3 706.00' 61.50' 4·59'28" C4 15.00' 24.19' 92"24'34" C5 15.00' 23.51' 39·47'35" PROPERTY LINE ANNOTATION DATA LINE DATA LINE # BEARING DISTANCE L1 S89'59'59"W 5.25' L2 S00-00'01 "E 5.47' L3 S84' 41 '29''W 41.64' L4 NOT15'51"W 5.48' L5 S82' 44'09''W 9.41' L6 S38'56'26"W 12.78' L7 N26"56' 46"W 21 .18' LB S26"56' 46"E 20.77' L9 N86"53' 44"W 46.04' L10 N49"26'59"E 22.96' L 11 N03"42'20"E 12. 16' CURVE DATA CURVE# RADIUS LENGTH DELTA Cl 700.00' 57.71' 4'43'26" C2 8.50' 9.33' 62"55'02" C3 37.00' 9.24' 14'18'32" C4 37.00' 9.24' 14"18'33" C5 42.00' 10.88' 14·50•20" C6 58.00' 13.75' 13"35'10" Cl 48.00' 27.22' 32"29'36" "' . LO ..... ~ I (0 ..... 0 N z ® CRACKS 1/8-INCH WIDE AND GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM ~ 8 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF NEWPORT BEACH STD. DWG. STD-l 8S-L SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD ~ @ CONSTRUCT PARKWAY CULVERT, TYPE C, WIDTH OF OPENING PER PLAN, PER CITY OF APPLICATION OF SS-1. CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPTH, 1" MIN.) WDID: 8 3QC375678 ~ NEWPORT BEACH STD. DWG. STD-319-L, WITH ALHAMBRA FOUNDRY A-2273 CLEAN OUT LEVELING COARSE. r-----------------r----------r--r---r----,-----------------------,,---------,,---------------------, L FRAME AND COVER WITH LOCKING DEVICE ® NOT USED ---"'Ill REVEWED: STREET PLAN ~ @ CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 7 ■ ~ :-STA. 47+08.70 TO STA. 52+00.00 ..5 @ ~~~Sii'J~I g¼R~H~~p7 CASE H, PER CITY OF NEWPORT BEACH STD . DWG. STD-181 -L-8 ® CONSTRUCT FULL LIFT AC PAVEMENT SECTION • : FUSCOE -;;:-= 1111,, ~ STREET IMPROVEMENT ~0 @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 @ INSTALL NEW LOOPS AS INDICATED ON PLAN, LIMIT LINE LOOPS SHALL BE MODIFIED NO. B0066 @ coNsTRucT cuRB RAMP PER DETAIL oN SHEET 7 cALTRANs TYPE E Loop DETECTOR, ADDITIONAL Loops sHALL sE TYPE E. sEE DETAIL oN • • G • • 1 1 • • • , ,,._ 0,1:,01 ,. 32nd STREET --;; SHEET 5 20' O' 1 o ' 20' 16795 Von Karman, Suite 10_<\1':ine, California 92606 t--t--+-----t----------------------,------,-----11-------------..------~• cf @ ~~~~R~CT CURB RAMP, MODIFIED CASE C, PER APWA STD. PLAN 11 1-4 AND DETAIL ON @ CONSTRUCT 8., TO 6., CURB TRAI\ISl~ION PER DETAIL ON SHEET 7 t~;z17 z.15 .o_;;i_;;;;;;.com 1--1---+----+-------------------------i· DESIGNED KZ DRAWN DB CITY OF NEWPORT BEACH R-6078-S i L __ ®_15_c_o_Ns_T_Ru_c_T_c_u_R_s _R-AM_P_._c_As_E_c._P_E_R_c_1TY_o_F_N_E_w_Po_R_T_B_EA_c_H_s_T_D._Dw_G_._s_rn_-_1_81_-_L_-A ____ @_3_1_c_o_Ns_T_Ru_c_T_s_1D_E_wA_L_K,_co_L_oR_A-ND-TE_x_Tu_R_E_T_o_M_A_Tc_H_Ex_1s_T_1N_G __________ s_c_A_L_E: __ 1_"_=_2_0_· __ .L.::MA=RK::.:N:.::E~R.:::O...:RC::E..::8::::00::6::6 _____ ·_-_,_-.:D::::~::::•_L.. _______ __J~-N.:.:O-;_.~~D;A-T~E-=-:-;R-EV;.;,.-:;:IS~IO-=-N~~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--!.~C:HH:E_c:i<K_E~D~~-M,;;,N~1DD_A~TE~~~D~A,;;,T~E~~~--P-U_B_L_1c_w_o_R_K_s_o_E_PA_R_TM_E_N_T_.._sH_E_ET....;;3,;;,_o_F..;1..;3;.......-Z (") 1--w w ::c V) w w V) 0 0 + N LO I -------············· 89"47'36".w • 58.98' -~-,. -:•~:-~---- • _ . _RAMP . #4 . r ~=l ----- c-A.,..-/, CO CD co °' . :::, :: u ------- I I SEE DETAIL 'A' AT RIGHT CURB & GUTTER ,,--,,=~~~=+ MATCH TO EXIST E G 0:, D TIV, SIDEWA J< / cc, ·, ' co 00 503 32ND STR EET 1 ROOF DRAIN WATER METER -1-'-o=27-' SIDEWALK ~,,,.le--'~ R 1 27 SCORED SIDEiWALK & EXIST LIDO HOTEL I SEE GRADING PLAN # ROW -10 32nd STREET (HORIZONTAL CONTROL) 0 r- "' "' N ,._ co PAVING I __ _ CONST. C/L PER ST. IMP. PLANS R-6023-S SIT QEMmJTION PLAN FOR REMOVAL OF PAINTED PARKING TEES AND REUSE OF METERS ALONG N'LY SIDE OF 32ND STREET ~-:J' . ::--- 0, co 00 0, + <Xi "' SAWCUTJ I ;:: (f) SEE DEMOLITION PLAN FOR REMOVAL OF PAINTE D PARKING TEES AND REUSE OF METERS ALONG N'LY SIDE OF 32ND STREET \ SID EWALK 3209 VIA LIDO BLDG 1 ~1 l REMOVE BRICK _ /---->-- s STREETIMPROVEMENT ~ ANNOTATION DATA ~ LINE@ L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 CURVE@ C1 C2 C3 C4 C5 C6 LINE DATA BEARING DISTANCE N89"47'36"W 62.46' s00·09•03"w 21.56' s00·09•03"w 22.60' S89"47'36"E 6.83' S44"47'36"E 9.53' S45" 12'24"W 8.50' S44" 4 7' 36 "E 24.16' N89'47'36"W 31.91' N22' 41 '00"E 13.78' N00'25' 40"E 10.00' CURVE DATA RADIUS LENGTH DELTA 15.00' 23.58' 90'03'21" 15.00' 23.55' 89"56'39" 3.00' 7.07' 135·00·00· 3.00' 2.36' 45·00'00· 20.00' 23.57' 67'31'24" 20.00' 7.77' 22"l 5'19" § "' :S "' ~ 0 ~ 0 <') ----00 lO ..- "SI' 0 I c.o ..-- 0 N z l~§~-;;;:;l:ili:::i~~~:1:!a~~~DING ROOF DR~ --=:F'n/,~~~t,+;;;; URS & 11.28 TC 10.78 FL 11.16 TC 10.66 FL 11. TC i I I I _,,.o l-a: (") 1--w w ::c V) w w V) 0 0 + N LO STREET IMPROVEMENT CONSTRUCTION NOTES NO. DESCRIPTION (i) CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB BASE OVER COMPACTED SUBGRADE PER GEOTECHNICAL REPORT CD NOT USED. G) NOT USED. © CONSTRUCT 6" PCC CURB & GUTTER, TYPE A, PER CITY OF NEWPORT BEACH STD. DWG. STD-182-L ® CONSTRUCT 6" PCC CURB, TYPE 8, PER CITY OF NEWPORT BEACH STD. DWG. STD-1 82-L ® CONSTRUCT 4"" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. (j) CONSTRUCT MODIFIED COMMERC IAL DRIVEWAY APPROACH, TYPE I, PER CITY OF NEWPORT BEACH STD. DWG. STD-160-L-A, 8" THICK PCC OVER 4" AGGREGATE BASE WITH #4 BARS @ 18" OC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTMENT. ® CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF NEWPORT BEACH STD. DWG. STD-185-L ® CONSTRUCT PARKWAY CULVERT, TYPE C, WIDTH OF OP ENING PER PLAN, PER CITY OF NEWPORT BEACH STD. DWG . STD-319-L, WITH ALHAMBRA FOUNDRY A-2273 CLEAN OUT FRAME AND COVER WITH LOCKING DEVICE @ CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP, CASE H, PER CITY OF NEWPORT BEACH STD . DWG. STD -181 -L-B AND DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 (j] CONSTRUCT CURB RAMP, MODIFIED · CASE C, PER APWA STD. PLAN 111-4 AND DETAIL ON SHEET 7 9.30 FS -1C ---------·-10 ---'° ---- "' --=-==--~~£=~ic'xxis1srE~J~:;(uiRRBB------~1 _-_-_---::::::::...--------=~===~r,~-~~~-~-=-'==-~1,-J~- & GUTTER--~---+ ~ + -------------------------I ~~- ./ EXIST ST. ---,--------......__.....__ --:::_JO _ __ r---1/ 0 ~-,,, LIGHT "~ '\ ''/ -'l--r-· ........,,,=--. , ~~ ~ '/ ~-----------y_: __ .J--__;----'--'---:__-_<2 _________ ~ I '-\. '\ '/ I y ,\ ~-!/ ' :-i f\ ...... • R.O.W. PER R/W 5327-L }\ \; \ @ INSTALL NEW LOOPS AS INDICATED ON PLAN, LIMIT LINE LOOPS SHALL BE MODIFIED CALTRANS TYPE E LOOP DETECTOR, ADDITIONAL LOOPS SHALL BE TYPE E, SEE DETAIL ON SHEET 5 1 10.55 FL , 11.08 TC 4 ~0.58 FL 10.59 Ff~,~ 11.17 T MOC 0 11 .25 TC HP 1 o.57 FL ~~~=-'~ 10.75 FL ___ 5~6_+69 . 79 <Co -c.. >O 9.26TC 8.76FL " X-WALK • STRIPE (TYP.) 32ND STREET • 9.36TC 8.86FL 9.15 FL 8"ci,9.83 TC 9.16 fl 8"Cf 9.8 T 9.18 FL @ CONSTRUCT CURB RAMP, CASE C, PER CITY OF NEWPORT BEACH STD. DWG. STD-181-L-A @ INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STD. DWG. STD-920 -L OR STD-922-L, DEPENDING IF IT IS PLANNED TO CORE HOLE OR INSTALL AS PART OF SIDEWALK PANEL. @ TIE EXIST SIDEWALK CULVERT INTO PROPOSED CULVERT Q9) CONSTRUCT 8" TO 6" CURB TRANSITION PER DETAIL ON SHEET 7 (8} INSTALL 2" SCH-SD PVC IRRIGATION LINE WHERE SHOWN. CONNECT W'LY END TO EXIST. 32nd STREET CROSS GUTTER ELEVATION DETAIL @ INSTALL NEW POLE AN D ARM PER CITY OF NEWPORT BEACH STD. DWG. STD -200 -L. USE AMERON CAT. NO. 4-C1 -23-F8. POLE HEIGHT 24' -3". USE LUMINEERS FROM SALVAGED STREET LIGHTS FROM THE CITY YARD. RELOCATED ANY STREET NAME SIGNAGE TO NEW POLE. @ INSTALL PULLBOX PER CITY OF NEWPORT BEACH STD. DWG. STD -204-L @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 @ CONSTRUCT 8" THICK PCC DRIVEWAY SLAB OVER 4" TH ICK AGGREGATE BASE WITH #4 BAR @ 18" OC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTEMENT. @ CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. MATCH TO EXIST COLOR & TEXTURE. @ REMOVE EXISTING PARKING METERS PER DEMO PLAN, KEEP FOR REUSE ~ COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1" MIN.) AFTER GRINDING, SEAL FIRE-STATION IRRIGATION SYSTEM. @ INSTALL 4" SCH-80 IRRIGATION SLEEVE UNDER STREET 6" OR GREATER BELOW SUBGRADE ELEVATI ON. PROTECTION NOTES NO. DESCRIPTION [Ij PROTECT IN PLACE, ITEM PER PLAN (IMPROVEMENTS) SEE SHEET 6 FOR SIGNING & STRIPING SCALE: 1"=10' @ WHEN MATCHING TO EXIST SIDEWALK, REMOVE EXIST SIDEWALK TO NEAREST COLD JOINT AND MATCH AT THAT LOCATION. SEE SHEET 7 FOR CURB RAMP DETAIL A ~ C w CRACKS 1/8-INCH WIDE AND GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. CONSTRUCT 2" ARHM OVERLAY OVER HMA (VAR IABLE DEPTH, 1" MIN.) LEVELING COARSE. ® CONCRETE WALKWAY ON LEFT SIDE OF RAMP DOMES OF RAMP #5 (RAMP WING) SHALL BE CONSTRUCTED WITH RE INFORCEMENT PER CONSTRUCTION NOTE #7 TO ACCOMMODATE HEAVIER FIRE APPARATUS. WDID: 8 30C375678 ~ @ NOT USED 1----1--+----l----------------------_J REVIEWED: STREET PLAN STA. 52+00.00 TO STA. 55+46.76 NO. 80066 STREET IMPROVEMENT 0 L ,.. @ CONNECT DRAIN TO PKWY CULVERT @ SET NOTED FACILITY TO GRADE @ CONSTRUCT FULL LIFT AC PAVEMEN1f srrm!JN 20· SCALE: o· 1 o· 1" = 20' 20' INGINIIIIIG EXP. 09/30/18 32 d STREET 16795 Von Ka,man. Suite 1~00 hvine, Califomia 97606 1-t---_I-I-_-_-_-_ t+ -_ -_ -_-_-_I-I-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ i_. -:=::-=:----~=:-:---+------...:::.:n.:::..::.:..:..:::.:::.:. ______ ...J ::~~ ~}4J16~ fax 949.47 .5315 o ww,,}'scoe.com I DRAWN _ / / (t:-2_ 2 ~b t1J ; l---l---l~--1--------------~_JrrDw'ESli'ii"GNmED_KZ-t;;:-rr--D_B -l CITY OF NEWPORT BEACH R-6078-S ~ MARK NERO RCE 80066 1 1 Date NO. DATE REVISION CHECKED MN DATE DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 13 __,. ......_ ______________________________ ....L.::=-:=::....:::..::=::...... __ ~~---=-----1.:!::~~~---------.....J._____.!~~~~~~~~-1..:::..:!:..~_Jo.: --so ---=---SD ___ I I I I I I I I I I I I ,Y Ill z "' J i I I I I I ~ ti 2 I I I I I I ti 1! I I I I ti I I a ~ I I I " I J I I I " I I ,0 I/ " I , I I I " I I I I I I I I I I " I 1/ I / CU B & G TTE t lANE BIKE l I I I I I 1--l 1:1 I -E"(st)--I ' I -- I I t I I I i l I ~ I I I I I I I I lil I I I I I l I l I I I I I I 1:1 I I I I I I I I ! I I I a z < "' < :. r I I a z < "' ¥ C: 16+ 9.8 I J o I 6l I t-PPifc:c, ,ti:~ 15S++1n8,,Ji/L ~ .4 I i 1,J I I l l I :. I }l ~ ~ I C I ~~ ____ 1 1 I I I ~--:--/--•-t!---i ' I I I I I lANE ( I I I I ,. I . ,'i 7i l Hi I I ~ I ~hd _, I I 45• -1- ~ I I I I Ii 11 -~ ·111 Ii~, MAINTAIN 5' CLR SID ALK/ f T ALL \' /, VERJ.j OBSTRUCTIONS. IA_ DJ. UST BACK \ a r OF i·,ALK LOCATION IF ~~f~S,SARY. ; ) 1,~ 1 ~,._ \~~~~) I R/ PER ~TREET ~ I EA ;tM ENT <D IN TRU ME T NO. j " 2ITT 40 03786 8 O.R. +--+'-",<i-f I !~ I ..... _i!l . .-·co . -:;""·· .. .....,. •. II 8'.'l I I I I ~f---1111.! f Ii "' / \ ·, L7;,1.-=a.:..,JJ •\;f ,!/ \ I ~1! / I i' ""' \ (er '/1"' .-m-----4 ~ I I 1; , I t'J \ ';'f / \;;/ I '\if I I , ll ' ,X,1,.....,, 4\ \o . ' ~Q /~\.'\ \~ '·, ' i //~ ·:~~'!~·---- AMP Bf ; 3}j·t:s;:;:::'.i:=:;. ,::'.;. 1':1,~;:;,:-:-;::;L9~'d!, ;;::,,=.:,:::.~~ j sl..'s) -r-l '-\ -_. ... l !, _.,,-,/ . ~-I CURB , ____ ~~;"::~_, •• --- ~ " • .... w ,-e-- ~ ~ <( <( > > .... .... FW "'' FW w <( <( > > -;----fW. .... >-w w ~ ~ ~ <( > LIDO HOTEL SEE GRADING PLAN # B " " L'J ,,__.'lH~~--" ·r·~, =p=§~ •'r',.......-~= t' (Y) 1-w I I ., V) w w V) PROPERTY LINE ANNOTATION DATA LINE DATA LINE # BEARING DISTANCE L1 ss9•59•59"W 5.25' L2 S00'00'01''E 5.47' L3 S84'41'29"W 4 1.64' L4 N07'15'51"W 5.48' LS S82'44'09"W 9.41' L6 S38'56'26"W 12.78' L7 N26"56' 46"W 21.18' LB S26"56'46"E 20.77' L9 N86'53' 44"W 46.04' L10 N49"26'59"E 22.96' L11 N03'42'20"E 12.16' L12 N89' 33' 38"W 7.65' L13 N00'26'22"E 47.25' CURVE DATA CURVE # RAD IUS LENGTH DELTA C1 700.00' 57.71 ' 4'43'26" C2 8.50' 9.33' 62"55'02" C3 37.00' 9.24' 14"18'32" C4 37.00' 9.24' 14'18'33" C5 42 oo· 10.88' 14'50'20" C6 58.00' 13.75' 13'35'10" Cl 48.00' 27.22' 32'29'36" 20' o· 1 o· 20· SCALE: 1" = 20' '" ' I ' ' s~ I "' ,, ~co LJMJT LINE OR CROSSWALK PER PLAN -/'. / ' . I/ LEGEND· r 1-•x DHECTOR JNPUT FOR TIJROUGH , □ 0 0 0~ PHASES 1-iiiY DHECTOR INPUT FOR LEFT TURN ,....... PHASES "' 1~1 •XB BICYCLE LOOP DETECTOR INPUT -0 00 1 1 0 CALTRANS TYPE E LOOP DETECTOR I " 3-•x I LEFT TURN 0 MODlFIED CALIRANS TYPE E LOOP . LANE DETECTOR (LEAD LOOPS) 0 I I ' ' THROUGH @ CALTRANS TYPE D LOOP DETECTOR --I I LANES (3'x6·) 11 -BIKE LANE 0 I I J.¢y I I I I I ~ I t t---EDGE OF GUTTER I 1 i---CURB FACE ' I I ,, 0 10 I □ I l -¢X I 2-¢X I NOTES, l UNLESS OTHERWISE INDJCATED TYPE E LOOPS SHALL BE 6' DIAMETER AND TYPED LOOPS SHALL BE 3'x6'. 2. LOOPS SHALL BE CENTERED IN THE LANE UNLESS OTHERWISE SHOWN. PLACE LEAD LOOPS IMMEDIATELY JN ADVANCE OF LIMIT LINE OR CROSSWALK. 3. A MAXIMUM OF 4 LOOP DETECTORS SHALL BE ON I DETECTOR LEAD-IN CABLE (DLC). 4. SEE CITY STD-923-L·B FOR CALTRANS MODIFIED TYPE E LOOP WINDING DETAIi .. 5. LOOP WIRE SHALL BE TYPE 2. LOOP DETECTOR LEAD-IN CABLE (DLC) SHALL BE TYPE B. 6. LOOPS SflsLL BE INSTALLED PER CALTRI\NS STANDARD PLAN ES-5A AND ES-5B. 7. LOOP SEALANT SHALL BE HOT-MELT RUBBERIZED ASPHALT SEALANT. ' ' l!f'/ISfJl CITY EMCP.<"Ef.l! ~n I~· l)IR Of Pl/El.IC WOl!JIS o.n == t CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS ~ 0 z"" 0 "' B~ ~,.. "' s 51.oJ'([)AAD DIT~ll.NO LOOP DETECTORS 923 -L-A USE 'i\!ITI-! ST 11..l'\'DARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Start TWISTED CLOCKWJSE JNTO A PAIR __ _,._.ff,,=x:x::x:x:::::;::'.:: Finish (AT LEAST 2 TURNS PER F001) '-" WINDING DETAIL MODIFIED IDE E LOOP DETECTOR (NOT TO SCALE) SAWCUT DETAIL MODIFIED IDE E LOOP DETECTOR (NOT TO SCALE) ll~n: O!ROFPUilLICWOR.S SIIU'fl o(2 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS LOOP DETECTORS 923-L-B USE WITH ST AN OARD SPECIFICA1'JONS FOR PUBLIC WORKS CONSTRUCTION SIIFET .l o(2 STREET IMPROVEMENT CONSTRUCTION NOTES NO. DESCRIPTION (D CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB BASE OVER COMPACTED SUBGRADE PER GEOTECHNICAL REPORT (D NOT USED. G_) NOT USED. (I) CONSTRUCT 6" PCC CURB & GUTTER, TYPE A, PER CITY OF NEWPORT BEACH STD. DWG. STD-1B2-L ® CONSTRUCT 6" PCC CURB, TYPE B, PER CITY OF NEWPORT BEACH STD. DWG. STD-182-L @ CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD -180-L. (j) CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH, TYPE I, PER CITY OF NEWPORT BEACH STD. DWG. STD-160-L-A, B" THICK PCC OVER 4" AGGREGATE BASE WITH #4 BARS @ 18" OC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTMENT. @ CONSTRUCT B' WIDE CROSS GUTTER PER CITY OF NEWPORT BEACH STD. DWG. STD -185-L ® CONSTRUCT PARKWAY CULVERT, TYPE C, WIDTH OF OPENING PER PLAN, PER CITY OF NEWPORT BEACH STD. DWG. STD-319 -L, WITH ALHAMBRA FOUNDRY A-2273 CLEAN OUT FRAME AND COVER WITH LOCKING DEVICE @ CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP, CASE H, PER CITY OF NEWPORT BEACH STD. DWG. STD-181-L-B AND DETAI L ON SHEET 7 @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP, MODIFIED CASE C, PER APWA STD. PLAN 111-4 AND DETAIL ON SHEET 7 @ CONSTRUCT CURB RAMP, CASE C, PER CITY OF NEWPORT BEACH STD. DWG. STD-181-L-A @ INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STD. DWG. STD-92D-L OR STD-922 -L, DEPENDING IF IT IS PLANN ED TO CORE HOLE OR INSTALL AS PART OF SIDEWALK PANEL. @ TIE EXIST SIDEWALK CULVERT INTO PROPOSED CULVERT @ INSTALL NEW POLE AND ARM PER CITY OF NEWPORT BEACH STD. DWG. STD-200-L. USE AMERON CAT. NO. 4-C1 -23-FB. POLE HEIGHT 24' -3". USE LUMINEERS FROM SALVAGED STREET LIGHTS FROM THE CITY YARD. RELOCATED ANY STREET NAME SIGNAGE TO NEW POLE. @ INSTALL PULLBOX PER CITY OF NEWPORT BEACH STD. DWG. STD-204-L @ CONSTRUCT CURB RAMP PER DETAIL ON SHEET 7 @) CONSTRUCT 8" THICK PCC DRIVEWAY SLAB OVER 4" THICK AGGREGATE BASE WITH #4 BAR @ 18" OC BOTH WAYS. COORDINATE CONSTRUCTION WITH FIRE DEPARTEMENT. @ CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. STD-180-L. MATCH TO EXIST COLOR & TEXTURE. @ REMOVE EXISTING PARKING METERS PER DEMO PLAN, KEEP FOR REUSE @ COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1" MIN.) AFTER GRINDING, SEAL CRACKS 1 /8-INC H WIDE AN D GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1 . CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPTH, I" MIN.) LEVELING COARSE. @ NOT USED @ CONNECT DRAIN TO PKWY CULVERT @ SET NOTED FACILITY TO GRADE @ CONSTRUCT FU LL LIFT AC PAVEMENT SECTION @ INSTALL NEW LOOPS AS INDICATED ON PLAN, LIMIT LINE LOOPS SHALL BE MODIFIED CALTRANS TYPE E LOOP DETECTOR, ADDITIONAL LOOPS SHALL BE TYPE E, SEE DETAIL ON SHEET 5 ® CONSTRUCT 8" TO 6" CURB TRANSITION PER DETAIL ON SHEET 7 DEMOLITION NOTES NO. DESCRIPTION [j] PROTECT IN PLACE, ITEM PER PLAN [1J REMOVE TEMPORARY AC SIDEWALK TRAFFIC LOOP NOTES NO. DESCRIPTION ~ ABANDON ~ SPLICE NEW TO EXISTING CONDUCTORS IO ..... 9 (0 ..... 0 N z ID .0 .0 ID 0 ~ C ~ WDID: 8 30C375678 [ .---------------r--------r---,----r---~-------------------,--------.----------------,L STREET PLAN ! ENGINEEIING NO. B0066 EXP. 09/30/18 REVIEWED: STREET IMPROVEMENT "" C w -~ 8 NEWPORT BLVD. -16795 Von Karman, Suite 1~,"J'~~e, California 92606 1 -1 -1 --1 -----------------------1------,-==---1--------------,---------4 t' ~fz:X315 o&_?t;;;;com 1--::-::~:E~E:_K_z _DRA_w_N_D_B--i CITY OF NEWPORT BEACH S~EET-65070F81-3s i SEE SHE ET 3 Z2; DATE O TE PUBLIC WORKS DEPARTMENT L..----------------------------------------------------------------------------L-MA_R_K_N_ER_o_R_c_e_ao_D_6_6 _______ o_a_1e_.J.. ________ .....1.;_N..;O.;_ . ..i..;;D.;_AT..;E.;_...;R;;.EV..;IS;;.10;;.N ..... _______________________ ..._ ____ MN ........ __ A __ .._ _____________ _._ __ .a.,._ .... __. a: I • I / REMOVE EXISTING STRIPLAING PER DEMO P N I I I-I (.!) I I I LEFT TU RN ARROW PER CALTRANS STD. PLAN A24A TYPE IV (L) SHORT RIGHTT TURN ARROW PER CALTRANS STD. PLAN A24A TYPE IV (R) I R1 -11 R60B(CA 48 FIRE STATION DRIVEWAY -- 41 "' -j d01S 0 (REPAINT) 60' 49 DETAIL B-LEFT/RIGHT TURN PAVEMENT MARKING .. -I \ \ \ • \ \ \ \ \ I ~---~ ) I I \ \ v_J ! -1 CUSTOM NB42(R) THAT WAS SALVAGED FROM DEMO PLAN 48 SHOWN ON DETAIL "D" HEREON -;,,-"'-------,:5 i / ...J I _:;J// 5 + j-.,- 1 /I I r I I I I-LL w ...J ~ 0 ! i I I 1 Q' \ ...J w ca w w -~---V> -//-~\I SIGNAGE AND STRIPING NOTES NO. DESCRIPTION @ PAINT 4" SOLID DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22 @ PAINT 12" SOLID WHITE CROSSWALK (BASIC) PER CALTRANS STD. PLAN A24F. CROSSWALK WIDTH IS MEASURED INSIDE TO INSIDE. @ INSTALL PARKING STALL ( 45") PER CITY OF NEWPORT BEACH STD. DWG. STD-805-L-A & STD-805-L-B @ INSTALL PARKING STALL (60") PER CITY OF NEWPORT BEACH STD. DWG. STD -805-L-A & STD-805-L-B @ INSTALL ACCESSIBLE PARKING STALL PER CALTRANS STD. PLAN A90A :S "' ,n ..... "<I" 0 ' (D ..... 0 N z EX ISTING FIRE HYDRANT STRIPING IS 4" WIDE r----REMOVE EXISTING RED J @ PAINT WHITE PAVEMENT MARKING, "STOP", PER CALTRANS STD. PLAN A24D @ RESTRIPE EXISTING WHITE PAVEMENT MARKING, LEFT ARROW WHITE WITH A SPACING PAINT PER DEMO PLAN @ INSTALL POST AND SIGN, ITEM PER PLAN. _/ ill: LS' O.C! AT 45'.._ @ PAINT CURB RED AND REPAINT EXISTING RED CURB PER PLAN. -10 . 00~. mil ,,,,_. ______ - I ONLY OK ONLY EXISTING SIGN 0> OK ONLY PROPOSED TRAFFIC MOVEMENT SIGN 1. SIGN DESIGNATION: 1 SHARED "SPECIAL" LEFTS, 1 RIGHT 2. LETTERING AND ARROW SYM BOL DIMENSIONS TO MATCH EXISTING SIGN (CUSTOM NB249). 3. PROPOSED SIGN SHALL REPLACE ORIGINAL AT SAME LOCATION AND HEIGHT ON STREET LIGHT POLE. DETAIL C -TRAFFIC MOVEMENT SIGN ------------- . + ---+ . I .L -------- / / M ' I' I I 1 • I 11 11 I I I I I I I I I I I I I i I l ! I I II 32nd STREET SHORT LEFT TURN ARROW PER CITYOFNEWPORTBEACH CALTRANS STD. PLAN A24A TYPE VII (L) 1. SIGN DESIGNATION: PARKING 2. LETTERING AND ARROW SYMBOL DIMENSIONS TO MATCH EXISTING SIGN (CUSTOM NB42). DIRECTION OF ARROW SPECIFIED PER PLAN . 3. PROPOSED SIGN SHALL REPLACE ORIGINAL AT SAME LOCATION AND HEIGHT ON STREET LIGHT POLE. 41 20' 49 II i----- 1 I I I I I I I 7-....J / i I • I ARROW HEAD PER CALTRANS STD. PLAN A24A TYP E IV (L) 20' o' i ; I / ( 1 o· DETAIL D -LEFT/RIGHT PARKI NG SIGN DETAIL A -DOUBLE LEFT TURN PAVEMENT MARKING SCALE: 1" = 20' 20' @ PAINT DOUBLE LEFT TURN PAVEMENT MARKING PER DETAIL A ON SHEET 6. @) PAINT 12" MINIMUM HIGH WHITE "NO PARKING" LETTERING TO BE VISIBLE FROM VEHICULAR WAY. ® RESTRIPE EXISTING WHITE PAVEMENT MARKING, "ONLY" @ RESTRIPE EXISTING WHITE PAVEMENT MARKING, RIGHT ARROW ~ INSTALL BLUE REFLECTIVE MARKERS PER CITY OF NEWPORT BEACH STD. DWG. STD-902-L (§} REFRESH EXISTING STRIPING WITH NEW TRAFFIC PAINT {§) INSTALL STREET SIGN THAT WAS SALVAGED FROM DEMO PLAN @ PAINT LEFT/RIGHT TURN PAVEMENT MARKING PER DETAIL B ON SHEET 6 @ RESTRIPE EXISTING SOLID WHITE 8" CHANNELI ZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. GENERAL STRIPING NOTES: 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. THE CALTRANS STANDARD Pf.ANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVISES (CA MUTCD) DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED " AND/OR "CAT-TRACKED" FOR IN SPECTION BY TH E ENGINEER OR HIS REPRESENTATIVES PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKING, AND CURB MARKINGS," OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EX ISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEM ENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER . 8. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN TWO COATS AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER REMOVAL OF CONFLICTING STRIPING. 9. ALL EXISTING SIGNING AND STRIPING SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE. 1 O.FOR CUSTOM NB42 SIGN (DIRECTIONAL ROUTE TO PUBLIC PARKING) SEE CITY OF NEWPORT BEACH PUBLIC WORKS. E a "' ,,., '" ~ C ~ WDID: 8 30C375678 ~ 0 .... :?"""-.-.•• ,-1 ---------,~-----,---,-.--.--------------.--R-EVIEW_ED_: ----r--s-,G-N-IN_G_&_s_T_R_I_P_IN_G _ __,! i!ffl~ FUSCO E .. ~.. STREET IMPROVEMENT I ENGINEERING E)(p_ 0,1'°1" ANTONY sR1NE 32nd STREET :-• 1 If 1-------j!--t-----t-----------------------i-'C:<_ITY~TR~AFFl~C-'E~NG~IN~E::'ER:_ __ ~-------------.,....-------l u~. 16795 Von Korman, Suite , Irvine, Co i ornia 92606 1 -:7PM ,J~...,9c.---74_·5315 Q WWW. .<om DESIGNED KZ DRAWN DB CITY OF NEWPORT BEACH R-6078-S 2 L ___________________________________________________________________ __.__MA_R_K_N_E_RO_R_C_E s_o_o6_6 ________ __._ ________ ~:;No;;.::;D;;;AT;;E:;~'-"R-EV;:1:;;s1-'-o-N:;~:;:;:;~:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;~~C~HE~C-KKEE~D~~M~N~~D~A-TITE~~D~A_T=E~~~-P-U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T_~sH_E_ET_6_°F_1_3~ f I ' VIA OPPORTO ·-· ------- 0 8.59 TC 81\FS \ \ RAMP #1 I I I \ 9.7 4 TC O"CF R/W 9.2 4 FS ~9~.7a,-9-aF""S 9.55 TC , ,..,~ir1§·0~%~'---~-::-:~-9.31 FS _::, HP /ECR 9.96 TC a, O"CF 9.29 FS 9.91 TC .24 FS_,,, // // // /, /, / 1/ / / 32nd STREET RAMP #6 SCALE: 1 "=10' PA 0 RAMP --------PROPOSED LIDO HOUSE HOTEL ~-= .DN.::,,S.IIEJMPROVEMENTS PER ===:::::i=ce-· ~E'PARATE7'tll AND PERM IT \ i .45 R/W -o ·s PA \ O"CF \ I 9.40 R\S O"C F I l g_;,4-rl"., =======-r ' -+-i I 9.31 FS \ ' --' -1 " I> [ 1/4" / I ,· "'-1-~ I., - " -8.85 FS 9.27 TC 8.77 FS 32nd STREET RAMP #2 SCALE: 1''=10' 11 11 11 O''cF 11.11 FS O"CF 11.14FS - 11.19TC 10.69 S 6' O"CF I <O 1.2 2 TC ) 0.72 FS I 32nd STRiiT RAM P #7 SCALE: 1''=10' / 1 '-0" ~--~----' ' I " ' "· . .Y/ --b ------" ~, I> b • [> • 4 PA • I 4 0 I ] • .. ·~ .<:l-.,:4 4 41 -4·. 4 ._·4_ .::i.-4 ,::"1 ···4 ·. 4 •• ·.0..4 '• l'.\ .• -4 •• :_4,4 ·.:.·· _ ·,j. ".'" -~4 4 ·,j .;:;, • .f\6. ~ 1 4" GROOVES DETAIL NOT TO SCALE t, b > \ I I \ 9.52 '\ FS O"CF H--~-r----• 9.49 FS PA ' O"CF +'t)· .----; 8.91FS \ f s · 9.3:B Ire 8.83 FS 32nd STREET ci ::i (D ti: 0 ~ w z 8"CF7.64 TC 6.97 FL I RAMP#3 SCALE: 1 "= 1 O' O"CF 6.98 TC O"CF >· 6.99 TC 6 .. CR 7.50 TC 7.00 FL 9.43 FS R/W !JI ~. ..___ ______ 32nd STREET RAMP#8 SCALE: 1''=10' TRANS ITION LENGTH PER PLAN I I I --EXISTING FIR E-.+---, - STATION I DRIVEWAY PROPOSE D , , IRE STATION ~ DRIVEWAY PA O"CF -7• --O"CF 9.42 FS I 8.94 FS /l 7 -~w 6.8%/ !J/~17 "' co j - 9.31 TC I \ O"CF 8.81 FS 8.83 FS 32nd STREET RAMP #4 SCALE: 1"=1 0' 8" TO 6" CURB TRANSITION ® NOT TO SCALE - I I PA I ~EXISTING • 6 I FIRE FS STATION R/W 9.06 FS 0 <O 0:, DRIVEWA 9.6' O"CF 8.95 FS J "' 01 S VIA OPORTO --9-:-56 Tt: 5' "1 9.06 FS LlZ • ~:6§ ~~ h P/BCR ' <o I 0). O"CF 9.00 FS o"CF 32nd STREET RAMP#5 RAMP #3 RAMP #2 1-1::! I_:__· VILLI\ WAY SCALE: 1 "=1 O' RAMP #4 RAMP LOCATION MAP SCALE: 1 "=1 O' 1.5' 1.5' 1 /Z" 3/8" (TYP) [ I 0 -0 Q 0 4" CLASS II 3/4" AGGREGATE 3' WIDE RIBBON GUTTER NOT TO SCALE II) .,- 'SI" 0 ' (0 .,- 0 N z ~ " ru WDID: 8 30C375678 ~ ,-----------------.---------...---,---,----,-----------------------,.----------...----------------------1 ~ r••q~ -= -■ SECTIONS & DETAILS :lh ... ~ FUSCOE NO. 80066 STREET IMPROVEMENT g. -0, C w ~ 0 'o 0 1 ■ G 1 ■ 1 1 1 1 ■ , ex,. 09/>0/1• 32nd STREET - 16795 Von Karman, Suite lOO~e. CaJifomia 92606 11-1 1 --1 --------------------1------r:c:-:=,-----l------------"""T---------I' £, t • 4, 60 :lox949 :x $J;,oe.com l-----+----+----+---------------------:__DE_s1G_N_rn_K_Z-+-D-RA_wN __ D_B---1 CITY OF NEWPORT BEACH R-6078-S i ,__ ____________________________________________________________________ .._ ____ R_c e_s_o_o6_6 _______ o_a_te_.._ _______ ...... ,__N-O:.::o:A_T-E::_R-EV:_1s-1_0-_N-... ,-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_:_cH_E_cK_ED __ M_N _,_0A_T_E ....;.DA.;;.T.;;.E_..__PU_BL_1_c_w_o_R_KS_D_E_P_A_R_T_M_E_N_T ____ ._s_H_E_ET_7'--0_F_1.;..3.;;...-!i I I ~\ ~1 1-1 I 'I I I I i I I !i I I~ - ~I---+-- 1------ I -I I -ll '-~ ~ / --\_ -;---I - ~ ~ ---.- f.(1 -r ----1<;: ~ ---:-L1Vi)-~ -;-', - - --= ',\ _,' . --, 1',(C:..---, ----:,,r ---· _· F -----1- >.,;(,~&"-,.,-Af'~~"1 I I ----------- I I -.:::=---I --I I 7 _...._ ---.-...J -PROJECTED R/J!::,, --_ --· --~ , 0 ;.~!,~TING AREA "A" ENLARGEMENT 1 o· o· 5' 10' SCALE: 1" = 1 0' - --- 'I SHRUBS + GROUND COVER BOTANCALNAtE Westringia fruticosa Agave attenuata Aloe strioto Rosmarin us officinalis 'Huntington Carpet' ~ ljl r----1 e ~--~,=-1 ---~>j ":; " _._ _' ~ _ __ -PLANT!NG-A~_ '_ /)1/, I -V. --w --'/.' 32ND STRE ET _,,---========c==-====-=--======_____L_ 7 ------------------------------/ I ------:z-'-' -T ___ ~ I /s,#,1'>\'s / . / -, : ---I I 1 I I I 1 I I I _J I \ COMMONNAtE Coast Rosemary Foxtail Agave Coral Aloe Huntington Carpet Rosemary SIZE FOll,4 5 ga l. Shrub 5 gal. Succulent 5 gal. Succulent ga l. Ground Cover 1-ElGfT 3' 3'-4' (matu re) 2' 1 8" :5 "' ' 0 N OJ 0 u, ..... c!; ' <D ..... 0 N z 32ND STREET LANDSCAPE PLANTING KEY PL AN 20· o· 1 o· 20· 1· = 20·-o· =r I 1_ - - -I I I I I I - .. J /• -- --:.". _L ---- L - - / 1 ---- 0 I-0::: - I - --f.l.------, I I I r-H----1 __ , I I -1----'-----r------ . ___,,\1 I I - - ---+-I· . ~ ~"' /!"'"''\--+--- '/ -'.'.' [!} t . ~: -- I :------PARKWAY CULVERT PER Cl'.1L ENGINEERING DRA'MNG ® ;.~!,~TING AREA "B" ENLARGEMENT SCALE: 1" = 20' I ;--I /' ·-, I / I _,,--~-t,f- ee:-=i,-.-:-""'-,ii_.., ... -.... ..,. __ ...,, __ ~_.__.,_.,.._ ... ~-....-,o,l----....-,...-__ ~"""'~'-=-!"!...:-:!!'!..::!"!:~~!";,-;;'?--" .. / -- - - I 0-, I I I )-!:;;~ "(j., /. 1/i I / s.c:1--__ /. I I I I I ~ C 0 L u a. E a. ~ N ID ~ in TI C N n ro 0 I I I I "1------PARKWAY CULVERT u C N n -!,---.;; ---------------------- 0 ;.~!,~TING AREA "C" ENLARGEMENT --- I I I --_, PER Cl'.1L ENGINEERING DRA'MNG 0 0 CJ / 2 ID ID L en / :i;_ 0 u " u C .3 cJ / ' ~ C •• ~ 0 .,,, ID 0 I ID ~ 0 WD ID: 8 30C375678 ~ ,-----------------.-----------------------------....... --....... ----------------------.---------..--------------------13 ~ .... ,1 WATG strategy planning architecture landscape interiors irvine I CA I 949 574 85D0 watg ,com ~ii!•~ FUSCOE E N G I N E E R I N G 16795 Von Ko rman, Svite 100, Irvine, Colifornio 92606 tel 949 .474.1 960 ofax 949.474.531 Sowww .f uscoe.com REVIEWED: PLANTING PLAN .. N 0 .. STREET IMPROVEMENT ~ r---r--r--i---------------if-----.-=----+-----32_n_d_ST_R_E_E ...... T ___ ---1 J t---t--+----+------------------1 DESIGNEDCT/JHC DRAWN JC CITY OF NEWPORT BEACH R-6078-S f i-,,=,---,,,,----1 -~ 1-N-O-. +-DA-TE-+-REV-ISI-ON-+---------------------1 CHECKED JHC DATE DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 13 f GENERAL PLANTING NOTES 1. Refer to Planting Details for additional planting information. 2. Consult with site superintendent, appropriate agencies, and Drawings to verify existing locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage to these utilities, pipes, or structures if proper verification by Contractor was not performed. 3. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. Bring these conditions immediately to the attention of the Owner's Authorized Representative for resolution. Assume fu ll responsibility for costs incurred due to lack of providing such notification. 4. Coordinate other contractor's work related to proper execution of Contractor's work. 5. Prior to beginning planting operations obtain approval of final grade certification from Owner that rough grades are within 1/10th of an inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper elevations relative to the finish surfaces of paving, utility covers, and curbs. 6. Existing site soil may be used in planting areas, howe ver, it may need to be amended as indicated in a Horticultural Soils Report. Contractor is to obtain and pay for the Horticultural Soils Report. Shou ld import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature , containing no toxic chemica ls or elements that might in hibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering import soil to site. Refer to Note # 12 below. 7. Submit representative photos of each tree species to Owner's Authorized Representative for approval. Trees of a single species and variety are to ha ve matching form. 8. Plant material must be approved by Owner's Auth orized Representative prior to install ation. Plant material installed without approva l of Owner's Authorized Representative may be subject to removal and replacement with related costs borne by Contractor. 9. Final locations of plant material s are subject to approval of the Owner's Authorized Representative prior to installation. Perform the following before beginning planting pit excavation : a. Trees -stake or flag centerpoint of tree. b. Shrubs -place in containers on -site in "final" locations. c. Ground Cover-triangularly space and plant in all bare areas between succule nts. 10. Notify Owner's Authorized Representative a minimum of two (2) days prior to a required site observation visit. Insufficient notification time given Owner's Authorized Representative may require the site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for his time. \ 11. Furn is h plant material free of pests, poor condition, or di sea se, incl uding pre -selected or "tagged" plant material that has been selected by Owner's Authorized Representative. 12 . After fine grading operations have been completed and prior to beginning soil preparation, take a minimum of (3) horticultural soil sample s where soil conditions or plant types vary. Soil samples are to be col lected and tested by a qualified soil testing laboratory (current member of the California Association of Agricultural Labs) and a written report prepared wh ich include s recommendations for soil amendments, fertilization, planting ba ckfill mixes and maintenance. Submit a copy of t he report to the Owner's Authorized Represe ntative. 13. If conflicts arise between actua l size of plan ting areas on -site and those areas indicated on Drawings, cont act Own er's Auth orized Re pre sentative for re sol ution. Failure t o make such conflicts known to Owner's Auth orized Representative in a timely fashion may result in Contractor's own liability to relocate plant materials. 14. Triangularly space ground covers and shrubs, unless indicated otherwise an Drawings -refer to Planting Details. 15. Provide a representative example of a typical tree st aki,ng installation for review by the Owner's Authorized Repre sentative before performing tree staking operations -refer to Planting Details. 16. Excavate plant pits to specified dimensions per Planting Details. 17. Do not plant trees closer than 4-feet to fixed edge such as sidewalks and walls unless otherwise indicated on Drawings. 18. Ensure that top of tree rootballs are set 2" above finish grade and shrub rootba lls are set 1" above finish grade. 19. Insta ll plant material with its best side facing predominate public view. 20. Provide the required setbacks between trees and elements such as utilities, i.e. gas, electric, sewer, water and re lated vaults, streetlights, fire hydrants, and signage. 21. Replace or repair existing materials that are damaged by Contractor during planting operations. 22. Verify property lines prior to commencing planting operations. 23. Refer to City and County standards for standard landscape plans and specifications, where applicable. 24. Apply wood mulch in all planting areas. Wood mulch shall be: "Forest Floor" (2" min.) Supplier: Aguinaga, (949) 786-9558. 25. Provide root control barriers for trees within 5 feet of a hardscape edge such as paving or curbs. Install per manufacturer's specifications and recommendations. Root barrier shall be: Type: UB18-2, 10 feet long (linear type) Manufactu rer: Deep Root, (805) 458-7668. SHRUBS + GROUND COVER S™30I.. BOTANCALNAAE Ca.t.40NNAAE SIZE FOAM 1-BGIT WDlH SPACNG DETALNO. ® Westringia fruticosa Coast Rosemary 5 gal. Shrub 3' 4'-5' 36" O.C. 2&3/Sheet 9 Per Plan ® 3'-4' 2'-3' 30" O.C. Agave attenua ta Foxtail Agave 5 gal. Succulent (mature) Triangu la rly Spaced 2&3/Sheet 9 @ Aloe striata Coral Aloe 5 gal. Succu lent 2· 2' 24" O.C. 2&3/Sheet 9 Triang ularly Space d Rosmarinus officinalis Huntington Carpet 1 gal. Ground 18" 3'-4' 18" O.C. -'Huntington Carpet' Rosemary Cover Triangularly Spaced 2&3/Sheet 9 / ca.t.ENTS - - - Set first row of plants 18 paving, behind edges of adjacent sidewalks walls or curbs. l L.EGel) 1. EDGE OF PAVING, SIDEWALK, WALL OR CURB. 2. SHRUB OR GROU ND COVER PLANT. 3. LOCATE PLANT EQUAL DISTANCE FROM EACH OTHER. SPACING PER PLANT LEGEND. 4. 1/2 OF PLANT SPACING DISTANCE-18"MIN. r 0 -~-- • • G) I • • • • • • • • TRIANGl.LAR SPActlG SHRUB/GROUND COVER SPACING - - I() .,... '<f' 0 ' <D .,... 0 N z E ~ OJ N t--P:c:L -cc03--t 3 ; N.T.S. N 1---------------------------------....... --.... ---1;;,-- LEGEND 1. SHRUB -CENTER IN PIT. 2. 2" DEEP WATER BASIN. 3. FINISH GRADE. 4. AMENDED BACKFILL PER HORTICULTURAL SOILS REPORT AND RECOMMENDATIONS. 5. PLAN T TABLETS -QUANTITY PER HORTI CU LTURAL SOILS REPORT AND MANUFACTURER'S RECOMMENDATIONS. 6. 3" HEIGHT UNAMENDED SITE SOIL PEDESTAL FOR 15 GAL SHRUBS. 7. UNAMENDED SITE SOIL. NOlES A. REFER TO PLANTING NOTES ON THIS SH EET FOR ADDITIONAL INFORMATION. B. SET ROOT BALL 1" ABOVE FINISH GRADE. 2 3 o O' 3 D V D D V L u w O' C C a CL I v 1 m 0 0 ::J .--:; v V L VO / V ~ D u "' D C _'l ci / m O' C ' 2 0 .c::: 1! l--------------------------------.----.-2:::::-, ~ SHRUB PLANTING Pl-02 ~ . ._ ________________________________ ......,_,_·'·.;.;.s.__._-i -" WDID: 8 30C375678 ~ .-----------------.----------------"""T----------.--"T"--,,----,.-----------------------"T"----------r---------------------,:g :ir' ... ,,, WATG strategy planning architecture landscape interiors irvine I CA I 949 574 8500 watg.com :l!!I!!!~ FUSCOE EN G INE E R I N G 16795 Von Korman, Suite 100, Irvine, California 92606 tel 949.4 74. 1960 ofo x 949 .474.5315owww. foscoe.,com PLANTING SCHEDULE, NOTES & DETAILS STREET IMPROVEMENT tj- N 0 tj- " 32nd STREET / .!'l ~ ·2 ,-i---t---,--------------------------i1-----.-:-:,-.,,,,---l-------------"T"--------l 0c 1------t--+------t-------------------j DESIGNEDCT/JHC DRAWN JC CITY OF NEWPORT BEACH R-6078-S 'f 1-N□-. +-D-AT-E +-R-EV-IS-10-N+----------------------tocHIDECiKEEEDIJ-HCliDDAAlETE-D-AT-EI PUBLIC WORKS DEPARTMENT 1--,-SH""E""ET,;;..9..;;...o .... F;..1_3"'"""" ¾ WELO CALCULATIONS WATER EFFICIENT WORK SHEET PROJ ECT NAME, PROJ ECT LOCATION: TOTAL LANDSCAPE AREA, Point of Connection #1 Udo Hotel Newport Beach 1,373 !Maximum Applied Water Allowance (MAWA) SQ.FT. Total IMWA = (Eto) x (0.62) x [(ETAF x LA in Sq. Ft)+ ((1-ETAF) x SLA)] = Gallons per year for LA+ SLA MAWA = (44.4) x (0.62) x 1(0.45 x 1,373) + ((1-44.4 X 0)] MAWA= ETo = 0.5 = 1.0 = LA= 0.62 = 0.3 = SLA= Maximum Appl ied Water Allowance (gallons per year) Reference Evapotranspiration from Appendix C (inches per year) Evapotraspiration Adjustment Factor (ETAF) ETAF for Special Landscaped Area Landscaped Area includes Special Landscape Area (square feet) Conversion Factor (to gallons per square foot) the additional ET Adjstment Factor for Special landscape Area (1.0 -0.7 = 0.3) Special Landscape Area (square feet) Applicant to fill In boxes below. 44.4 1,373 Eto (reference Evapotranspiration from Appendix A (inches per year) Landscape Area including Special Landscape Areas/SLA (square feet) Portion of the landscape area identified as Soecia l Landscape Area (square feet} 0.45 ETAF for Project Non-Residential MAWA: 17,008 Estimated Total Water Use (ETWU) EAWU =Eto x Kl x LA x 0.62 +IE = Gallons per year where: EAWU= Estimated Applied Water Use (gallons per year) Kl = Ks x Kc x Kmc ETo = Kl= LA= 0.62 = IE= Reference Evapotranspiration from Appendix C (inches per year} Landscape Coefficient Ks= species factor (range 1.0-0.9) (see WU COLS list for values) landscaped Area (square feet) Kd = density factor (range 0.5 -1.3) (see WUCOLS list for density value) Kmc = microclimatic factor (range 0.5 -1.4) (see WUCOLS) Conversion Factor {to gallons per square foot) Irrigation Efficiency= IME x DU {See definition in Append ix E for example IE percentages) IME = Irrigation Management Efficiency (90%) DU= Distribution Uniformity of irrigation head Regular Landscape Area 1 2 3 4 5 6 7 8 Hydrozone Planting # Description 1 2 3 4 5 6 7 8 low Water Use Shrubs Special Lan dscape Area 1 Hydrozone # Planting Description Table A-PF (Plant Factor) Cool Season Turf Warm Season Turf High Water Using Plants Moderate Water Using Plants Low Water Using Plants Very Water Using Plants Location Streetsca pe Location 0.8 0.6 0.6 0.5 0.3 0.1 IE (Irrigation Efficiency) -Appendix E Pop-up Stream Rotor 0.75 Rotor heads 0.75 Microspray 0.75 Bub biers 0.8 Drip Emitters 0.85 Subsurface Irrigation 0.9 Plant Irrigation Method Irrigation Factor Method 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Plant Factor In Line Dri p Irrigation Method can be btwn 0,7-0.9 can be btwn 0.4-0.6 can be btwn 0.1-0.3 0.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WU COLS -www .owue.water.ca.gov/wuco1s00.pdf ETAF (PF/IE) 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Average 0.09 landscape Area 1,373 \ Total LA 1,373 ETAF x Are.i 484.59 Total Average ETAF for Regu lar Landscape Areas (circle one): 485 In Compliance ETAF (Pf/IE) Landscape Area ETAF x Area Total l andscape Area Site Wide ETAF ETWU Total Maximum Allowed Water Allowance (MAWA) I am familiar with the requirements for Irrigation plans contained in the city of Newport Beach Chapter 14.17 Wat er Efficient Landscaping Code, 2015 version. I have prepared this plan and related calculations and schedules in complia nce with t hat code and herby certify t hat t he plan implements those regulat ions to provide efficient use of water. / I - Scott M. Lindner, RLA 2818, CID June 3, 2016 Estimated Total Water Use (ETWU) 13,340 Not In Compliance Estimated Total Water Use (ETWU) 1,373 0.09 13,340 17,008 ALL LATERAL DRIP INTAKE PVC PIPING, AND TREE LATERAL PIPI NG IS 1" UN LESS OTHERWISE NOTED. DRIP EXHAUST HEADERS SHALL ALL BE i". ALL IRR IGATI ON CONTROL VALVES SHALL BE LOCATED IN SHRUB AR EAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF 1'-0" FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, Cafifumia 92069' Ph: (760)750-1900 Fax: (760)750-1999 IRRIGATION RUN TIMES Peak Month (Julv) Run Time Calculator In-Line Drip Systems -Low Water Use Shrubs Precip Rale: 0.43 Dist Unif: 81% PR=(231.1 x Dripper Flow Rate gph)/(Dripper Spacing x Tubing Spacing) Precip. Rate : 0.43 Peak ET Application (Inc hes/rronlh) Month Ju~ 5 1 ET per Week (Inches/week a\€rage) 1.19 w/ Irrigation Efficency App Rate/I rrig Elf. per Week and Kc Value (.30 Kc (PF) v.alue) 0.44 Total Area: 21 ,300 Watering Required Per Week in hours hrs 1.03 hrs Established Plantinas: Establishina Plantinas: Run Ti mes by Month. Run Tirres by Month: Jan Feb Mar April May June July Aug Sept Oct Nov Dec Low Water Use Shrub Drip 8 7 10 13 15 14 15 15 13 10 7 6 Jan Feb Mar April May June July Aug Sept Ocl Nov Dec Run times are based on 2 days/week Low Water Use Shrub Drip 16 15 21 25 30 28 31 31 27 20 15 12 Run limes are based on 2 days/week Dripper Spacing 18 Watering Req'd Per Week in mnutes mn. 62 m n. The abo,e projected run tirres are for established plantings and are based on historical Eto rates. Variation in hislorical The abo\€ projected run limes are for establishing (new) plantings and are based on historical Etc rates. Variation in historical Eto wm r_,uire Month: January February March April May June Ju~ August Septemb, October No\€ntie, Decembe Total Eto % of Peak 2 6 0.5098 2.4 0.4706 3.4 4.2 4.9 4.6 5.1 5.1 44 3.3 2.4 2.0 44.4 0.6667 0.8235 0.9608 0.9020 1.0000 1.0000 0.8627 0.6471 0.4706 0.3922 Tubing Spacing 18 Watering Days per week 2 Watering Minutes per Day 15 IRRIGATION MAINTENANCE SPE CIF ICATIONS lnigation Maintenance Specifications A. Over Head (Spray) and Drip Irrigated Areas 1. Scheduling: Grass and shrub areas shall be irrigated as often as necessary, staying within local dro ught restrictions, to maintain healthy growth and appearance. Irrigation times should be scheduled for early morning hours (3:00 AM to 6:00 AM) whenever possible to reduce disease problems. Watering schedules shall be controlled by the Et based Control System. A qualified person shall be responsible for operating and scheduling the inigation control boxes along with the duties of adjusting controllers. observing the distribution of water. and making minor adjustments to correct any problems within the system Flow Rate 0.60 I IRRIGATION SCHEDULE SYMBOL I _l._ I I Zl2l 0 \ MANUFACTURER MODEL NUMBER NETAFIM NETAFIM AS DETAILED PER DETAIL EXISTING GRISWOLD RAIN MASTER MATCO RAINBIRD RAINBIRD WITH RAINBIRD APPROVED APPROVED APPROVED RAIN MASTER NOT SHOWN NOTSHOWN NOT SHOWN NOT SHOWN NOT SHOWN TLCV-12-XX TLELL, TL TEE, TLCROS AS DETAILED EXISTING MODEL 2000-1" FSB-100 755-T 33DRC XCZ-100-PRF TB OSPSOL SCH 40 BE 2" AND SMALLER SCH 40 BE SC H 40 BE DX-2 WITH EVOLUTION W/ DX-2 WITH EVOLUTION W/ FLOW, RADIO AND ANTENNA AS APPROVED SPEARS CARSON \ AS APPROVED AS APPROVED \'----11~'---------- DESCRIPTION ITECHLINE SUBSURFACE DRIPLINE FOR POTABLE WATER 18" O.C. EMITTERS 18" O.C. ROW SPACING SURFACE MOUNTED ELL, TEE OR CROSS CONNECTION PVC INTAKE/EXHAUST HEADER W/ TL050MA ADAPTER FITTINGS DRIP LINE FLUSH VALVE 1" REDUCED PRESSURE BACKFLOW PREVENTER 1" MASTER VALVE 1" BRASS FLOW SENSOR GATE VALVE (LINE SIZE) 3/4" QUICK COUPLING VALVE DRIP VALVE KIT ASSEMBLY 12V DC LATCHING SOLENOID PVC PRESSURE SUPPLY LINE 18" COVER DETAIL No. 8-10 ON SHT. 13 8-10 ON SHT. 13 8-1 0 ON SHT. 13 10 ON SHT. 13 EXISTI NG 3 ON SHT. 12 40N SHT. 12 2 ON SHT. 12 6 ON SHT. 12 5 ON SHT. 12 1 ON SHT. 12 PVC LATERAL PIPING AND FITTINGS 1 ON SHT. 12 PVC IRRIGATION SLEEVE (SEE NOTE #4) PRE-ASSEMBLIED WALL MOUNTED 7 ON SHT. CONTROLLER ASSEMBLY 12 CON TROL WIRE UF DIRECT BURIAL SOLID COPPER DS-100 ORI-SPLICE WIRE CONNECTORS AND DS-300 ORI-SPLICE SEALANT 1410 RECTANGULAR AND 910 ROUND SERIES VALVES BOXES AND LOCKING LIDS OR APPROVED EQUAL 2" MIN. SCH 40 PVC ELEC. CONDUIT FOR VALVE CONTROL WIRES BTWN . CONTROLLER AND PRES. SUPPLY PIPE 1" MIN. SCH 40 PVC ELEC. CONDUIT FOR FLOW SENSOR CABLE BTWN. P.O.C. AND CONTROLLER CONTROLLER & STATION NO. GALLONS PER MINUTE SYSTEM TYPE ELECTRIC CONTROL VALVE SIZE 2. On turt, water should not be applied at a rate higher than the infiltration rate of the soil. If runoff still occurs, frequent and shortened water cycles should be scheduled, programmed to avoid run-off. 3. Soit sampling at 6" to 8" depths at several locations throughout property shall be done biweekly to check for adequate moisture. Hand walering of localized "brown areas" shall be done when necessary. PRESSURE LOSS CALCULATION NOTES 4. Watering schedules shall be arranged so as not to coincide with herbicide applications, mowings, or other events that may inteffere with the use of the facility. 5. Records shall be maintained to record precipitation rates and monthly irrigation schedu ling. These include: precipitation rates, day, time, and length of watering for each station (valve) for each controller. Copies of such records shall be provided to Owner. 8 Trees, Shrubs, Groundcovers, and Vines shalt be checked weekly for adequate water requ irements. Conditions such as: wilt, color change, vigor, stress, growth rate and plant turgor should be monitored and adjustments shall be made as necessary. Conduct a review of the drip systems in operation if plant material appears stressed in an isolated area. Repair and/or replace drip tu bing as necessary. C. System Maintenance 1. The irrigation system shall be maintained for optimum perfom,ance by: cleaning, adjusting all sprinkler nozzles, wye and basket strainers, drip emitters and screens for proper coverage (head to head or beyond) and to reduce overspray onto sidewalks and pavement. 2 Weekly inspections of the irrigation system while in operation should be made during lhe warmer months (May 1st through September 15th), and biweekly in other spring and fall months to detect any malfunctioning of the system. 3. All malfunctioning equipment shall be repaired prior 10 the next scheduled inigalion. 4. All replacement heads and other equipment shall be of the same manufacturer, type, and application rates. PRESSURE CALCULATION FOR VALVE# C-10 AMT DESCRIPTION 1" IRRIGATION WATER METER 15' FEET OF 1-1'4" MAINLINE (.1 2/100') 1" BACKFLOW PREVENTER FITTINGS LOSS (20% OF MAINLINE LOSS) FEET ELEVATION LOSS OR GAIN 1' MASTER VALVE 1" DRIP VALVE LATERAL LINES TOTAL LOSSES EXISTING MINIMUM STATIC WATER PRESSURE MIN. PRESSURE REQUIRED AT HEAD/EMITTER SET MASTER VALVE REGULATOR AT 70PSI RESIDUAL WATER PRESSURE FLOW IN GPM 5 5 5 5 5 5 5 5 PSI LOSS uo .018 12.00 .003 0.00 2.90 2.90 5.00 23.92 71 20 2800 1. ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PROVIDED BY STUDIO PAD ARCHITECTS. 2. SYSTEM HAS BEEN DESIGNED BASED ON A MINIMUM STATIC WATER PRESSURE OF 60 PSI. 3. CONTRACTOR SHALL FIELD VERIFY ON THE UPSTREAM SIDE OF THE BACKFLOW PREVENTER PRI OR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTI FY CONSULTANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM AL TERA TIONS AS DIRECTED BY THE CONSUL TANT. 4. INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE: PIPE SIZE OR WIRE QUANTITY DRIP TUBING 3/4" LATERAL 1" PRESSURE SUPPLY LINE 1 1/2" PRESSURE SUPPLY LINE 2" PRESSURE SUPPLY LINE 1-20 CONTROL WI RES 1-40 CONTROL WI RES REQUIRED SLEEVES 1-2" SCH 40 PVC 1-2" SCH 40 PVC 1-2" SC H 40 PVC 1-3" SCH 40 PVC 1-4" SCH 40 PVC 1-2" SOR 35 PVC 1-3" SOR 35 PVC 5. INSTALL RAINBIRD XFS TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTION DETAILS. 6. SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM #TLS6 SOIL STAPLES OR 6" JUTTE MATTE STAPLES NO GREATER THAN 36" ALONG LENGTH OF TUBING. USE TWO STAPLES IN AN 'X' PATTERN OVER ANY CHANGES IN DIRECTION OF TUBING. 7. DRIP TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON A TRIANGULAR SPACING PATTERN. 8. DRI P TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERS SHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN. PSI GPM RADIUS 40 0.6 GPH O' Ii I I I I I C'- - ID ...... ,q- 0 ' c.o ...... 0 N z ! I a WDID: 8 30C375678 t .-----------------------------,.---------.-----.--,-----,--------------------,.----------.-------------------11 :F"" "'111 REVIEWED: IRRIGATION WATG strategy planning arch itecture la ndscape interiors irvine I CA I 949 574 8500 watg.com MARK NERO RCE 80066 Date NO. DATE REVISION =■ SCHEDULES ! 111 ... .A FUSCOE STREET IMPROVEMENT I ~67:5 !n ~a,:an~Sui~e 1~0, :rvi:, c:lifornia 92606 32nd STREET~_,;,...;;..,;;..;...;;....;;;,,,,,,,,i: tel 949.474.1960 o lax 949.474.53 15 o www.fuscoe.com DESIGNEDCT/JHC DRAWN oci CITY OF NEWPORT BEACH r-R-6078-S ~- CHECKED JHC DATE PUBLIC WORKS DEPARTMENT SHEET 10 OF 13 ,;; POINT OF CONNECTION LOCATE EXISTING 1" FIRE STATION IRRIGATION RPPA BACKFLO PREVENTER AT THIS APPROXIMATE LOCATION. DOWNSTREAM 0 RPPA, TEE INTO IRRIGATION PRESSURE SUPPLY LINE PIPING AND EXTEND TO NEW IRRIGATION MASTER VALVE, FLOW SENSOR AND CONTROL VALVE C-1 WHERE INDICATED AND INSTALL AS DETAILED. EXTEND PRESSURE SUPPLY LINE AS SHOWN. 64-74 PSI PER WATER DEPT. PEAK DESIGN FLOW 5 GPM. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF THE EXISTING FIRE DEPARTMENT IRRIGATION AND PLANTING EFFECTED BY THE INSTALLATION OF THIS IRRIGATION SYSTEM, TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. l I I 1. "IRRS EVE I \\ I CONTROLLER .,C., INSTALL ONE PRE-ASSEMBLIED SITE ONE MODEL# SA03-RM4-6 I FSB I RFL I EV-CAB-SEN WALL MOUNTED CONTROLLER. REPLACE EXISTING FIRE STATION CONTROLLER AND CONNECT TWO (2) EXISTING VALVES TO THIS NEW CONTROLLER. PROVIDE 120V POWER TO CONTROLLER FROM SOURCE SERVING EXISTING CONTROLLER PER THE N.E.C. EXTEND FLOW SENSING CABLE, MASTER VALVE #14ga . CONTROUCOMMON WIRING AND #14ga CONTROL VALVE CONTROUCOMMON WIRING FROM THE APPROPRIATE TERMINALS TO THE VALVE/SENSORS. SEE CALL OUT AT RIGHT FOR CONTROLLER DESCRIPTION. 11 ~ c:: 10 a_ 0 <( > I I I 'nl I . I CONTROLLER COMPONENTS, SA03-RM4-6 I FSB I RFL I FSAVC-100B I EV-CAB-SEN: SA03-RM4-6: RAINMASTER DX EVOLUTION SIX STATION CONTROLLER IN A STAINLESS STEEL WALL MOUNTED ENCLOSURE FSB: FLOW SENSING BOARD FOR DX CONTROLLER RFL : RADIO KIT AND AND FLAT ANTENNA EV-CAB-SEN: RAINMASTER SHIELDED FLOW SENSING CABLE ABOVE COMPONENTS TO BE PRE-ASSEMBLIED BY SITE ONE CONTACT ERIK ANDERSON AT SITE ONE 949.285.4048 32ND STREET \ I I I I I ' l \ I I I I I c... 0 N '1- N co 0 IO ,..... "SI" 0 ' (!:) ~::".".'_. =:_~===.=~~=~======~~~ ~-·-- JACK AND BORE 1" SCH 80 PVC LATERAL PIPING BETWEEN REPLACED SIDEWALK PAVING SECTIONS (REFER TO CIVll DRAWINGS) TO CONNECT PLANTER IRRIGATION. / ,..... 0 N z ALL LATERAL DRIP INTAKE PVC PIPING, AND TREE LATERAL PIPING IS 1" UNLESS OTHERWISE NOTED. DRIP EXHAUST HEADERS SHALL ALL BE¾" ~+------'-I f I I 7 , 11--... ~ ' ! ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF 1'-0" FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, Califomfa11 9"2169' Ph (760)750-1900 Fax: (760)750-1999 ~--'>--- ------ 32ND STREET IRRIGATION PLAN 1· = 20·-o· / 20' O' 10' 20 ' SCALE: 1" = 20' I --( I I , I ~ ~ ~ 7 --< I ~t . I gnature I I Exp. 3/3 1/19 /*, ;,,. ReneWal Date Z ii ,i-' l';: ~ . o'<' ._ OF CAL .I~ 8 r----:--------,-:="_::-;,;;;;,,,;;;11--------1 -----.---r-r--r----------------,,--------,--------~W~D~ID~: 8~3~0C~3'.::75~6~78 i w AT G -■ t--+----+---+--------------1 R~EWED: IRRIGATION PLAN ! ::h .... .A FUSCOE STREET IMPROVEMENT ; ENGINEERING J! 16179959Vo7n Karman, su;te 100, 1rv;ne, Cal;/om;a 92606 t-t-_-_--1--_-_-----i1_-_-_-_-_----+t_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_Ji-;:;:;::;;::;:;;----,-;;;:;=:----+-------....::3~2::n~d~S~T~R~E~E=-T~ ______ j .§l --fe 4 .4 4.1960 • fox 949.474.5315 • www.fuscoe.com I --DESIGNEDCT/JHC DRAWN aci CITY OF NEWPORT BEACH R-6078-S MARK NERO RCE 80066 Date 1-N:-Q:-_ +-□-AT--E+R-EV-IS-10-N+-----------------------l~ci'.:HITTEC'-Ki'i'ED,'J-H-C Tn:oAITiJE~~~--i PUBLIC WORKS DEPARTMENT SHEET 11 OF 13 ,;; strategy planning architecture landscape interiors irvine I CA I 949 574 8500 watg.com 18" MIN NOTES: ,-------------FINISHED GRADE NATIVE SOIL AS APPROVED BACKFILL W/ ~------MINUS 1/4" MATERIAL 12" MIN. --++-6" MIN. '---PVC LATERAL PIPING '--------CONTROL WIRING BELOW PRESSURE SUPPLY LINE 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS. 3. INSTALL ALL CONTROL AND COMMON WIRING TO THE SIDE AND BELOW THE PRESSURE SUPPLY LI NE. CDC-T_R_E_N_C_H_IN_G ______ N_.T_.s. NOTE: VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. PROVIDE 12" DIAMETER LOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX. VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK. 1" PVC LATERAL DRIP HEADER LINE 1" PVC SCH 40 SxT COUPLING AND 3• LONG x1" TBE NIPPLE IN-LINE PRESSURE REGULATOR -40 PSI ELECTRIC CONTROL VALVE· REPLACE AC SOLENOID RAINBIRD 12V DC LATCHING SOLENOID STANDARD RECTANGULAR VALVE BOX WI LOCKING LID. REFER TO TECHNICAL SPEC IFICAT[ONS FOR BRANDING IDENTIFICATION REQUIREMENTS. VALVE BOX TO REST ON GRAVEL SUMP. ~l =====j-1" PURPLE PVC PRESSURE SUPPLY LINE APPROVED GEOTEXTILE FILTER FABRIC. EXTEND 10" UP VALVE BOX EXTERIOR WALLS -ALL SIDES. 01--D_R_I_P_V_A_L_V_E_A_S_S_E_M_B_L_Y _____ N.T_.s . --7"' J'.I-=·C::-TI ~•~-i::;::==:;==;:rc;~, 1"'-~0 1 f:• ~-~ FINISH GRADE :l,=1 I= I 1-=111,-,--_---ii!-1/1 4• =lll-='i· 11 I __ -11·,""i''"-'-'-· ~~-10• ROUND VALVE BOX BRAND "GV" ON LID - 1 ,-OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. d . O • ~ Q 0 Dj p • 0 0 _, ____ 3/4" SCREENED GRAVEL SUMP 1 CU. FT. 0 ---'°-~~-6" CLASS 160PVC SLEEVE BOTTOM TO BE FLARED ANO CONTACT TOP OF PRESSURE SUPPLY LINE '----PVC PRESSURE SUPPLY LINE ~-----SLIP,MIPT SC H.40 PVC ADAPTOR (2) ~-------GATE VALVE W/BRASS CROSS HANDLE 0 1---G_A_T_E_V_A_L_V_E ______ N_.T_.s. 10" ROUND VALVE BOX BRAND "QC" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. """ FINISH GRADE 1-11 I _ -1I/ I= _-J Ill - I NON-POTABLE CAP 3/4" SCREENED GRAVEL SUMP -1 CU. FT. QU ICK COUPLING VALVE 1" SCH 80 NIPPLE LENGTH AS REQUIRED 0 0 2• MIN. 3" MAX. 0 STl),INLESS STEEL CLAMP (2) 1-1x3" SCH.BO PVC NIPPLE 1" SCH 80 FIPxFIP 90 ELL 1" SCH.BO PVC FIPxFIP 90 ELL --,r+---1"x12" SCH.BO PVC NIPPLE 112" x 36" GALVINIZED STEEL SUPPORT PIPE 1" SCH. 80 PVC FIPxFIP 90 ELL ~-------------1-1"x3" SCH.BO PVC NIPPLE '---------------SERVICE TEE · SOLVENT WELD OR GASl<ETED FITTING. REFER TO TECHNICAL SPECIFICATIONS PRESSURE SUPPLY LINE @1--Q_U_I_C_K_C_O_U_P_L_I_N_G_V_A_L_V_E __ N.T_.s. * E,p. 3/31 /19 Renewal Date ......_,"?: . R-"' CAl.1 ,o RECTANGULAR VALVE BOX WITH EXTENSION· BRAND "MV" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE ELECTRIC CONTROL VALVE -REPLACE AC SOLENOID GRISWOLD 12V DC LATCHI NG SOLENOID . SLIPxMIPT SCH. 40 PVC ADAPTER (2) PRESSURE SUPPLY LINE APPROVED GEOTEXTILE FILTER FABRIC 314" SC REENED GRAVEL SUMP 2 CU. FT. CONTROL WIRING 0-M_A_S_T_E_R_V_A_L_V_E _____ N_.T_.s. NOTE: CONTRACTOR TO GROUND AND PROVIDE SURGE PROTECTION FOR CONTROLLER IN ACCORDANCE WITH MANUFACTURER"S RECOMMENDATIONS. ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODE AND THE N.E.C. CONTROLLER -INSTALL ON BUILDING WALL SECURE WITH ANCHOR BOLTS PER _,,,-MANUFACTURERS RECOMMENDATIONS. / MOUNT IMMEDIATELY ADJACENT TO EXISTING CONTROLLER INSTALL 4" HT. SELF ADHES IVE VINYL LE TTERING CORRESPONDING WITH CONTROLLER# ON INSIDE SU RFACE OF ACCESS DOOR. ~----2" CONDUIT SECURED TO WALL -----BUILDING WALL 1i------120v PULL BOX 1iJ.11 I FINISH GRADE ~----2" SWEEP ELL -CONTROUCOMMON WIRES & FLOW SENSING CABLE (j)1--C_O_N_T_R_O_L_LE_R _______ N.T_.s. PRESSURE SUPPLY PIPING. UPSIZE ~-------------------PIPING TO SPECIFIED SIZE BEYOND DISTANCES INDICATED. ~-----------10" ROUND VALVE BOX LID · BRAND "FS" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. ~-----------RAINMASTER FSB-100 FLOW SENSOR ==-// i I ~ II w ",--,-+----,di,' Ii 1-0 j I 11 1111-!I/J [1 1 -~>..----1=-ll;e! ~-e,-,IH-!11 ___ RAINMASTER EV-CAB-SEN ':[j ii//~ '/~II~~ " SENSOR CABLE TO FLOW SENSOR INPUT ~-i S;' 4" TERMINAL ON CONTROLLER . o· . , -+I------3/4" SCREENED GRAVEL SUMP 1 CU. FT. " • ·?. r"'+~~----6" PVC CL 160 PVC SLEEVE. BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE C, . --rl 3' SUPPLY PIPE. r+----'-i ~ ~-(----\___ __ __;------,-/~i -------~~ 10x PIPE DIA. MIN. UPSTREAM NO FITTINGS OR DIRECTION CHANGE FLOW I 5x PIPE DIA. MIN. I • DOWNSTREAM • NO FITTINGS OR DIRECTION CHANGE -TO MASTER VALVE I TO IRRIGATION SYSTEM 01--F_L_O_W_S_E_N_S_O_R _____ N.T_.s. :5 <c I I I I I r--- 0 N st N [X) 0 Ii) ..-;g ' (0 ..- 0 N z i ! o>I ! I ill ! WDID: 8 30C375678 I :e::"' "''II REVIEWED IRRIGATION DETAILS m!!lt FuscoE STREETIMPROVEMENT i WA TG E N o I N E E R I N o 32 d STREET F-Aqua Commerc·1al lrr'1gat·1on strategy planning arch itecture landscape interiors n f 16795 Von Korman, Su,te 100, Irvine, Cclifornic 92 606 / 810 Los Vallecitos Blvd., Suite204 t 1949 474 1960 f 949 474 531 5 fu i---t---,----t--------------------------,1'.-----~~----~---------------..... -------..Ji SanMaroos,CA92078 • • ' 0 ex • • 0 www. scoe.com l----+--+---+------------------------1 DESIGNEDCT/JHC DRAWN aci CITY OF NEWPORT BEACH R-6078-S Ph: (760)750-1900 Fax: (760)750-1999 irvine I CA I 949 574 8500 wat g,com L -----------------------------------==================::::...J ______________ ..1...:MA:::::R:_K.:_:N::_::ER::::O.....:::RC:::E_::B:::oo:::6::_6 ______ _:::D::,:cte::......L _______ ....1~...L!~;..L~~.!..L---------------------+-cH_E_cK_E_D....:::!:...IL.D-AT_E ___ J__P...::U:.B:.L::IC.:..:.W.:..:O:.R...::K...::S:....:.D.:E...::PA...::R...::T.:..:M.:..:E::N...::T.:..:_.1-s_HE_ET_12::_0_F.!1J.J-::': NO. DATE REVISION JHC ~ ' _________ RAINBIRD XFS-06-18-XXX IN-LINE EMITTER TUBING EMITTERS AT 18' INTERVALS ______ RAINBIRD XFF-MA-050 ADAPTER - F ITTING (RAINBIRD TUBING TO PVC FITTING) ----1/2" SCH 40 FPT TEE (lYPICAL) -PLANTING BED MULCH 3" I 1-i j /--1, !1-i I , = I I l I I I j : --:111-1 • --11 ,-= :--m~ -,11-· -1 •' -T i . T • l, i, 1 '.u.,r =1;-1, iL,, 1/2" PVC SCH 40 ' ·-1 l=J 1=1 I 1: :, 1::-1 = ' -I SUPPLY RISER _ •• "'l =I I I~ I 11 C :I I I= TRENCH FOR SUPPLY --, 1-1 1 I =j [ [=j 1 j=j & EXHAUST HEADERS ~[I' j--m,,-=-:J J j _j ~:; ;~~-4~ ~:~~~~:Lr __ ~~ I '1-J1 I!'. 11n ~ FIN ISH GRADE 9" 12" 314" PVC SCH 40 ~ I , l=I j i= SHUEAPPDLEYROR EXHAUST -----------"-----1 I IF 1, -~ -.-' -11i 1-... i MID-LAYOUT SUPPLY HEADER ----------r,. .. , c: & RISERS AS REQ'D, 18" O.C .. :u ,-, ,.1 I I \,r~--?r R= I i--1 IE 0 ~ • -11 1, TRENCH BOTTOM :I 1~11,LI 11-11 ~, .. ,0:::,11 _____ .LCC""-"'"-"-'~!!'.!.....L . ~l ... , NOTE: HERITAGE TREE IRRIGATION SYSTEM INSTALLED UNDER DECK SHALL HAVE EMITTERS AND ROWS SPACED AT 24" O.C. INTAKE AND EXHAUST PVC HEADERS LOCATED UNDER DECKING SHALL BE SURFACE MOUNTED TO AVOID ROOT DAMAGE. EMITTER TUBING INTAKE ®i---H_E_A_D_E_R_M_A_N_I_F_O_L_D ______ N_.r_.s. Aqua Commercial Irrigation 810 Los Va/facitos Bfvd',, S'uita 204 San Marcos, CA 92078 1" VALVE ASSEMBLY (SEE DETAIL #1, THIS SHEET) \ ____ INSTALL TUBING 3" FROM CURB OR WALK ____ RAINBIRD XFS-06-18-XXX IN-LINE 1'PVCSCH40SUPPLY HEADER _ ~rn t EMITTERTUBINGEMITTERSAT18' INTERVALS ____ RAINBIRD XFF-MA-050 ADAPTER - --~~W;A~L~K~O~R~C~U~R~B~~ft-~~~~==;;~~~~~~~~k:~j~/17 FITTING (RAINBI RD TUBING TO PVC 1 , 1, r 11 , FITTING) ~" 0 0 0 0 -... 0 0 ,_ I I I-I -----t, 18' - (EMITTERS) --1-~C---18" TUBE SPACING (lYPICAL). I ' • • • • -• • . I I 'I l\ . I -• • . --. • • • -I I I I 314" END PIPE HEADER I' . . • • • • . I I ' I - -. • • 7/ • , "~ • • • LINE FLUSHING VALVE I J_ (SEE DETAIL #5 THIS SHEET) , . • • . I ·t CONTI NUATION OF SYSTEM -0 0 '------RAINBIRD XFF-TEE OR XFF-ELBOW \ FOR SUR FACE MOUNTED CONNECTIONS '--------CURB, WALK, WALL OR FENCE NOTE: TUBING SHALL BE STAPLED TO THE SOIL SURFACE 3' O.C. ALONG EACH TU BING LENGTH WITH 6" LONG SOIL STAPLES OR 6" LONG JUTTE MATT STAKES . NOTE: HERITAGE TREE IRRIGATION SYSTEM INSTALLED UNDER DECK SHALL HAVE EMITTERS AND ROWS SPACEDAT24" O.C. INTAKE AND EXHAUST PVC HEADERS LOCATED UNDER DECKING SHALL BE SURFACE MOUNTED TO AVOID ROOT DAMAGE ~ IN-LINE EMITTER TU BING LAYOUT N.T.S . ~i--------~-- -· ·- 10" ROUND VALVE BOX-BRAND CONTROLLER & STATION NUMBER INTO VALVE BOX LID. ---------PLANTING BED MULCH 112" FPT X BARB ADAPTER FITTING TO ACCEPT EXCALBUR TUBING ------1/2" S x T sch 40 ELL (lYPICAL) 1/2" SLIP X SLIP SCH 40 BALL VALVE ----____ RAINBIRD XFF-MA-050 ADAPTER -FITTING (RAINBIRD TUBING TO PVC FITTING) 112" COI L OF EXCALIBER (FLEX PVC) TUBING WITH 1/2" BALL VALVE -SEE BELOW. 1/2" SxT SCH 40 RISER LENGTH AS REQ'D. 112" SxT SCH 40 ELL __ RAINBIRD XFS-06-18-XXX IN-LINE EMITTER TUBING EMITTERS AT 18" INTERVALS I 3" "-.J '---1/2" PVC SCH 40 EXHAUST RISER EXHAUST HEADER TERMINATION OF 12" SYSTEMS & RISERS AS REC'D. 9" ~_:_:_=._::::._::-~--:.\~\------18"x1/2" LD. EXCALIBUR IRR IGATION HOSE ~,,------\r\-,\,\------INSERT x MIP 90 ELL l I "'I~ SCH 40 PVC FROM EXHAUST MANIFOLD ~ F? /,,,_ _____ 10" ROUND VALVE BOX '-------1/2" SLIP X SLIP SCH 40 BALL VALVE PLAN NOTE: HERITAGE TREE IRRIGATION SYSTEM INSTALLED UNDER DECK SHALL HAVE EMITTERS AND ROWS SPACED AT 24' O.C. INTAKE AN D EXHAUST PVC HEADERS LOCATED UNDER DECKING SHALL BE SURFACE MOUNTED TO AVOID ROOT DAMAGE. @ i--E_M_I_T_TE_R_T_U_B_IN_G_I_N_TA_K_E_H_E_A_D_ER_M_A_N_IF_O_L_O_N_.T.S. - II I I I I I -I'-- 0 N ~ N '"" Ci) 0 - LO ..... "'" 0 ' co ..... 0 N z \, _?_C~ 1,--'v" . er, ( i:, 1-,i i~ I:~ 71 I ct: ---l I 1 gnature I *0 \ Exe. 3il1_L19 1 • /' Renewal Da te '\ JI •.. 10' DI ;,(' --. o'<' J. • or_-, cAL 1S 0 r-----:----· -----T: ___ ----;,;;;,,1;;-11 --------1 ------,--r--r-~---------------r--------,--------!_W~D~ID~: 8~3~0~C3~7~56~7~8 f w AT G -■ t-+--t----+----------I REv1EWED: IRRIGATION DETAILS ! -:b .... l FUSCOE STREET IMPROVEMENT I ·"" ~c strategy planning architectu re landscape interiors E N G I N E E R I N G .. ►.,Ill ,,. 16795 Von Karman, Suite 100, Irvine, California 92606 t-J-==t===+=====t=======================================J~:;:;;:::-~-~=;;;----~------3::'.,2~n~d~S:,T.'...'..:R~E:,'.E:_T~ _______ _J! '11111 tel 949.474.1960 • fax 949.474.5315 • www.fuscoe.com I f!"!' ; ''~9,,:,~~.~~:~,:~;~;;.";:""' Irvine I CA I 949 574 8500 watg.com DESIGNEDCT/JHC DRAWN aci CITY OF NEWPORT BEACH R-6078-S ! L,_-----------------------------------===================-L _____________ _jl_2MA~RK~NE~R~O~RC~E!80~0~66~=====~D~at~•:JL _______ }ON~O~. !~oA~T[Ej }R~EV~IS~IO~Ndt=========================================j~C~H~EC:KE~D=~J;Hc~I~DA~TE======]L!P~U~B~L~IC~W~O~R~K~S~D~E~P~A~R~T~M~E~N~T~rs~HE~ET~113~0~Fj1j3LJ:i' Ph: (760)750-1900 Fax: (760)750-1999