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HomeMy WebLinkAboutS_5164_S( LEGEND FW F/RE/1/ATER BOP ss SAM'?;lRY SEWER BOT. GW GREASE WAST£ L/A/E PCH so STORM ORA/IV EX. ow OOMES77C WATER R/M RH/ RECLA/MED WATER ESMT ,;i CENTER LHVE F.S. M.H. MANHOLE SNT. LAT. LATERAL co //1/V. P/PE 1/VVEHT ELEU4770N /.E. P/J'E /,VI/E/i'T cLEU4T/ON TOP TOP Or flPE GENERAL MOTES 7. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS ANO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSmUCTION. 1994 EDITION ANO SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNOERGROUNO UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AClUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONsmucTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF smEIT AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IN PLACE. 9. STATIONS SHOWN THUS @QQ) ARE STORM DRAIN STATIONS ANO ARE INDEPENDENT OF ALL 071-IER STA170NS. 10. SEWER. WAID? AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN 71-1£ ESTIMATED OUANTl17ES ARE HORIZONTAL DISTANCES. 77. STA170NS SHOWN I 0+00 I ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL 071-IER STA170NS. 12. 71-1£ CONTRACTOR SHALL REQUEST INSPECTION FROM 71-1£ PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (644-3311}. Tl-/£ PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT Tl-/£ FORMS CAN BE CHECKED FOR UN£ AND GRADE AND COMPARABILITY W/71-1 EXISTING CONSmUCTlON. 13. 71-1£ WALLS ANO FACE OF ALL EXCAVATIONS GREATER 71-IAN (5) FEET IN DEPTl-1 SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SL OPING OF 71-1£ GROUNO OR 071-IER EQUIVALENT MEANS. mENCHES OF EXCAVATIONS LESS THAN (5) FEET IN DEPTl-1 SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 14. Tl-/£ CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR mENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 15. ALL STORM DRAIN, SEVIER AND WAID? PIPE SHALL BE BEDDED PER CITY OF NEV/PORT BEACH STD. 106-L. 16. PVC SEWER PIPE W\ Y BE USED IN LIEU OF VCP. PIPE MUST BE MANUFACTURED PER AS.T.M. D3034 SDR35 OR AS.T.M. F-789. ALL FlmNGS SHALL BE PREFABRICATED FULL-BODY FlmNGS. Tl-IE PVC SEWER PIPE BEDDING SHALL BE 3/4' CRUSHED ROCK FROM 6' BELOW THE PIPE TO I 2' ABOVE 1HE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF mENCH BACKFILL. 17. -NOT USED - r 8. 71-IRUST BLOCKS SHALL BE INS1'ALLED ON ALL WATER MAIN FlmNGS IN ACCORDANCE W/71-1 CITY OF NEV/PORT BEACH STD. 510-L. I 9. WAID? MAINS SHALL HAVE A MINIMUM OF 36' OF COVER FROM SUBGRADE. 20. ALL CONCRETE SHALL BE 560-C-3250. 21. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE W/71-1 CITY OF NEWPORT BEACH STD. NO. 314-L. 22. AC.P. W/71-1 A D-LOAD OF ONE AND ONE HALF GREATER 71-IAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS. 23. ALL SEWER LINES TO BE OWNED. OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING. AIR TESTING AND MANDRILL/NG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY Tl-IE CITY UTILITIES OMS/ON. Tl-IE DEVELOPER SHALL PAY Tl-IE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO. PRIOR TO ACCEPTANCE. 24. Tl-IE CONTRACTOR SHALL NOTIFY Tl-IE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 25. Tl-IE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 26. 71-IAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO 71-1£ FIRE DEPARTMENT BE INSTALLED BY Tl-IE DEVELOPER AND TESTED BY Tl-IE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MAW?IALS OR START OF ANY smucruRAL FRAMING. 27. THE CONTRACTOR SHALL REQUEST INSPECTION FROM Tl-IE CITY OF NEWPORT BEACH-UTILITIES 48 HOURS PRIOR TO INSTALLATION OF ANY SEWER ANO WATER FAC/LTIES (644-3011. MR. PETE ANnSTA OR ED BURT). APPROVAL OF ALL SEWER AND WAID? MATERIALS SHALL BE OBTAINED FROM PETE ANTISTA OR ED BURT PRIOR TO INSTALLATIONS. (SHOP DRAWING REVIEW). 28. Tl-IE WATER SERVICE LATERALS SHALL REMAIN A MINIMUM OF 18-INCHES BELOW GRADE AND LAID FLAT UNTIL Tl-IE CONCRETE CURB AND CUTTER HAS BEEN CON5mUCTED. AFTER COMPLETION OF Tl-IE CURB AND GUTTER, 71-IEN Tl-IE WATER SERVICES CAN BE BENT W/71-1 AN APPROVED BENDER AND ADJUSTED TO Tl-IE FINISH SURFACE W/71-1 METER BOXES. WHEN GRADING FOR SIDEWALKS IS COMPLETED AND READY FOR CONCRETE. BENCHMARK: BM 3K 46 97 BASIS OF BEARINGS: AT Tl-IE NORTHEASTERLY PART OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT cm. OR. 65 FT. NORTHEASTERLY OF THE CENTER UN£ OF PAC/AC COAST HIGHWAY, 185 FT. NORTHWESTERLY OF THE CENTERLINE OF /RV/NE CENTER DR.. SET AT THE THE WESTERLY CORNER OF A 4FT. CATCH BASIN. ELEVATION: 93. 127 (NGVD 29) THE BfARINGS AND COORDINATES SHOWN HEREON ARE IN TERMS OF THE CAf/FORNIA COORDINATE SYSTEM OF 1983 (1991.35), BASED LOCALLY UPON THE ORANGE COi/i/TY SURVEYOR'S 1992 ADJUSTMENT FOR GPS CONTROL STATIONS 4225 AND 5126. BOTmM Or ,o/,P£ IMPROVEMENT PLANS FOR SEWER AND WATER BOTTOM Or P/PE PAC/n'C COAST h'/GNWAY £,!'/S77NG CORONA DEL MAR PLAZA MANHOLE RIM ELE/447"/0N 64SEMENT NEWPORT BEACH r7N/.Sh',EZ7 SURFACE Sh'EET CLEAN Ot/T !PUBlRC WORKS IL>!RECTOR, IRCIE 11679'i IDATE 1. 2. /JNSIPIEC1/'GOM M07!/ES A PRE-PAVING M££TING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF Tl-IE SUB-GRADE PREPARA170N FOR Tl-IE PAVING W/71-1 THE FOLLOWING PEOPLE PRESENT, OWNER .PAVING CONTRACTOR, DESIGN CIVIL ENGINEER. SOILS ENGINEER, CITY GRADING ENGINEER OR 71-IEIR REPRESENTATIVES. REQUIRED REW INSPEC170NS WILL BE OUTLINED AT THE MEETING. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH Tl-IE FOLLOWING PEOPLE PRESENT : OWNER. CONTRACTOR. DESIGN CIVIL ENGINEER, SOILS ENGINEER. GEOLOGIST, CITY GRADING ENGINEER OR . THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT Tl-IE MEETING. 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U17Ll17ES AND/OR smucntRES SHOWN ON 71-IESE PLANS WERE OBTAINED BY A SEARCH OF Tl-/£ AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY Tl-IE CITY OF NEWPORT BEACH DOES NOT CONSTllUTE A REPRESENTAnON AS TO Tl-/£ ACCURACY OR COMPLETENESS OF Tl-/£ LOCATION OR 71-1£ EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR smucruRE W/71-1/N Tl-IE LIMITS OF 71-1/S PROJEC~ THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT SHOWN ON 71-IESE PLANS. 2. Tl-IE EST/MA TEO OUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS. AND ADAMS/SmEETER CIVIL ENGINEERS ODES NOT GUARANTEE THE ACCURACY OF THE EST/MA TED QUANTITIES. THE CDNmACTOR SHALL PERFORM HIS OWl'I QUANTITY TAKEOFF BEFORE SUBMlmNG A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONmACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREP- ANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Tl-IE CONTRACTOR SHALL ADHERE TO REGULAnONS REGARDING THE SOUTl-1 COAST AIR QUALITY MANAGEMENT DISmlCT RULE NO. 403. 3. RELOCATION OR REMOVAL OF ANY EXISTING unuTIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS. AT Tl-IE EXPENSE OF THE DEVELOPER. 4. UNAUTHORIZED CHAN0£5 & U5£5: THE EN(i/NEER 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 NEV/PORT BEACH. 5. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE W1Tl-l GENERALLY ACCEPTED CONSTRUC170N PRACTICES. CONSmUCTION CONmACTOR WILL BE REQUIRED TO ASSUME SOLE ANO 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 8£ MADE TO APPLY, CONnNUOUSL Y AND NOT BE UM/TED TO NORMAL WORK/N(i HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY A.ND ALL L/ABUTY, REAL OR ALLEGED, IN CONNEC170N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 6. Tl-IE GRADING CONmACTOR SHALL SATISFY HIMSELF AS TO Tl-IE PRECISE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. 7. IT IS REQUESTED THAT THE GRADING CONTRACTOR N017FY THIS PR/VA TE ENGINEER BY CAWNG AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS omc"E MAY PERFORM A FINAL INSPECTION TO COMPLY V~TH OUR GRADE CERTIFICATION COMMITMENT TO THE CITY OF NEV/PORT BEACH. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERA TlONS. 41 28 ;'.'; ;'.'; lf) lf) i-: i-: lf) lf) <o -i- ") 12' EX. 12' ACP WATER ==t I I I I I l f-Z'l-'i7 IDA 'ii'IE RESHAPE MANHOLE BASE ?o_, a• •9 o 4- EX. M.H. @ S.S. STA. :5+50.00 IN A\IOt::400 AVENUE 11/JAIMC-OOLIE /JJE"if' AUE. N. T.S. ~ 1 1 1 • " I' I II! I'! DIN!JEX Nff~ff» SCALE: 1" = 100' (!J}/NJ/IJ~~@~@(!J}/NJ/IJ @~~Wll~~ SHEETS INDEX NO. SHEU TITLE T1TL£ 5H££T Qt-1 // C-19 C-20 C-21 DETAIL 'A' ONN. TO EX. MAIN IN AVOCADO A N. T.S. SOILS ENGINE£R: N.M.G. GEOTECHNICAL, INC. 17791 MITCHELL. SUITE D /RV/NE, CA 92714 (714} 442-2442 REPORT NO, DATE, TERRI T. WRIGHT, GEOLOGIST OWNER / DEVELOPER: THE IRVINE COMPANY IRVINE RETAIL PROPERTIES CO 550 NEWPORT CTR. DR.. 6TH FLOOR NEWPORT BEACH, CA. 9266D-5904 (714} 720- SEWER AND WA7ER -Pl.AN VIEW SEWER PROFILE -UN£ 'A' & 'B' CDTV OF NEWPORT BEACH 71-1/S PLAN IS SIGNED BY Tl-IE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. Tl-IE CITY IS NOT RESPON- SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED ,g ~___.?-;t/4.,.A,7 -'~P~UB~L-~~-~R~~E-G~IN-E=E=R-"><-'-DA~T'"'E~ APPROVED ~ ·L'I-~ DATE NOTICE TO CONTRACTORS PURSUANT TO ASSEMBLY BJLL .3019 NO EXCAVATTON PERMIT IS V/>JJD UNLESS THE FOLLOWING IS PERFORMED, f. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY /.0. NUMBER _ 2. TH£ UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.0. NUMBER FROM UNDERGROUND SERVJCE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING £XCAVATTON. PLANS PREPARED BY: ADAMS • STREETER CIVIL ENGINEERS, INC. 15 CORPORATE PARK IRVINE, CA 92606 (714) 474-2330 DONALD P. KARPINEN. R.C.E. NO. 19592 DATE MY REGISTRATION EXPIRES 9-30-97 ~/!,,,lg~ 'fr IF~~~ 'i/=W@@ ~~~=~11®® TWO WORKING DAYS BEFORE: YOU DiG 1~2p C.G. ~ PELETEP PET,4/L 'A ". REVISIONS & (& {J;:; Ii &. & ill NO. I 2 2a 3 4 5 6 7 8 !I 10 II 12 13 14 20 21 22 23 24 25 26 27 28 29 30 JI 32 JJ 34 35 36 37 38 39 40 41 42 43 . ~-'f MACARTHUR BLVD. v ,-: ""'v Vl ~ E IQ lli "c., cl "1l SAN UNIVERSITY ~ JOAQUIN FRE:SHWATE:R UPPE:R MARSH NEWPORT BAY £CO LOGICAL PRE:S£RVE: ~.,. er. UNNE:RSITY OF CAJJFORNIA /RV/NE: E. PROJECT SITE w Ro r . 0 VICINITY NOT TO SCALE MAP NOTE:: 5££ ORANG£ COUNTY THOMAS BROS. MAP GU/D£. PAG£ 919 CULVER ©©NS'if!IQJC"irlON !NO"ir!ES & !EST/MA TIE OF QPJANTBTIES DESCRIPTION SEWER CONSTRUCTION NOTES INSTALL 8' PVC (SOR 35} SEVIER MAIN. rnNSTRllr:T 48' <c£WER ST,4NnARO MANHOLE =R r:1TY STD -4n/ ·'. CONSfRVCT 60"" .SEWER S?A"...V.PARP MANHOLE ?ER COV:VTY SAN/7,4770N .0/STR/CT ST,/J. DWG c_ 050 INSTALL 6' PVC (SOR 35) SEVIER MAIN. INSTALL 6' SEVIER LATERAL PER CITY ST0-406-L. BR£4K INTO EXISTING SEWER LINE ANO JOIN. GRIND P'VMT DOWN 1.5' ANO RESURF7<CE WITH AC TO MATCH EX. GRAD£ PROTECT IN PLACE RESHAPE MANHOLE BASE PER DETAIL HEREON. INS1:4LL SEWER CL£ANOUT PER APPLICABLE PORTION OF CITY STlJ-406-L. PLUG END OF SEWER LINE ANO RLL WITH CONCRETE SLURRY /NS1:4LL -4' SEVIER LATERAL WITH CL£4NOUT PER CITY ST0--406-L. CONNECT TO BUILD/NC UTILITY CONST STEEL CASING PER CITY STlJ-410-L CONST. 3'S£W£R L4TeRAI. ANO C0NN£CT TO FOUNTAIN /#JUI.T. WATER CONSTRUCTION NOTES INSTALL 8' PVC (SOR-14, CL 200) WATEli' MAIN. INSTALL 6' PVC {SOR-14, CL 200) WATEli' MAIN. INS1:4LL TIE-IN TO EXIST. WA1ER MAIN PER CITY STD. 50!1-L. /NS1:4LL 2' PVC (SOR-14, CL 200} WATEli' MAIN. INS1:4LL WET BARREL RRE HYDRANT PER CITY STlJ-500-L. INS1:4LL 2' WATER SERVJGE PER CITY STlJ-503-L. ff.£/f.,f./. .. §:_WA ~ ., ~ L#vr. i&:.t.l"'.f::'.(=· w.!. ,~VGe C?A/.::' U4LvL::" MJ ,P,e'; =72_,;_ 0. -Jo/ INSTALL P.I. V. CONSTRUCT CONCRETE THRUST BLOCK PER CITY STD-510-L. HOT TAP £X. 30' CEMENT-COATED STEEL MAIN. CONSTRUCT INVERTED SIPHON PER CITY STlJ. 528-L INSTALL DOUBLE CHECK DETECTOR ASSEMBLY PER CITY STD. 517-L /NS1:4LL 8'X8' (M.J.xM.J.} TEE W/ REST JOINTS PER CITY STlJ-510-L-A INS1:4LL 6'X6' (M.J.xM.J.} TE£ w/ REST. JOINTS PER CITY STlJ-510-L-A DR. g_--c;; ~ INSTALL go· BENO (M.J.xM.J.} WITH RETAINER C!ANOS (0.1.P.} PER CITY STlJ-510-L-A. INS1:4LL 45· BENO (M.J.xM.J.} WITH RETAINER CLANOS (0.1.P.} PER CITY STlJ-510-L-A. /NS1:4LL 22-1/2' BEND (M.J.xM.J.} WITH RETAINER CLANOS (0.1.P.} PER CITY OF NEWPORT B£4CH ST0-510-L-A. INSTALL I 1-1/4' BENO (M.J.xM.J.} WITH RETAINER CLANOS (0.1.P.) PER CITY OF NEWPORT B£4CH ST0-510-L-A. INSTALL RRE DEPARTMENT CONNECllON (4-2 1/2'} INSTALL 6' RES/Ll£NT-WEOCE GATE U4LV.E INSTALL 8' x 6' TEE (MJ x A.C.} W/ RESTRAIN/NC JOINTS PER CITY ST0-510-L-A. INSTALL 12'x6' TEE {MJ x MJ} W/ REST. JO!."ITS PER CITY STlJ-510-L-A. INSTALL 12' TRANS/llON COUPLING (,4CP TO PVC} INSTALL 12' PVC (SOR-14, CL 200) WATER MAIN APPLY SLURRY SE4L COAT STREET SURFACES UPON COMPLETION l!NIT LF £4 £4 LF LF £4 SF £4 £4 £4 LF £4 £4 LF Lr LF LF £i4 LF £4 £4 £4 £4 £4 £4 £i4 £4 £4 £4 £4 £4 £4 &I £4 £4 £4 £4 £4 LF SF DESIGNED MA TITLE SHEET IMPROVEMENT PLANS FOR SEWER AND WATER CHECKED O.K. CORO~ DEi. MAR PLAZA • QUANTITY 734- 4 I 318 147 - 49,000 - I 4 400 5 - 20 53 1003 1700 2 80 J 6 3 4 24 1- 2 I 2 2 4 9 J J 1. 4 2 2 2 26± 92,DOD APP. M.D. DAT£ MAY 1997 CITY OF NEWPORT BEACH PUBLIC WORK DEPARTMENT S-Slh4-5 w-.:;z.r,3.5 SHEET C-19 OF21 95-1033 ~ a 0 "" V, "' "' 0 -/ ~ V, § 0 "' Q ., / ") ..., 0 "' 0, / '- ,._ 0, I ~ I 0, 8 6 • ~ ·, a ] □ ' " ,] > a I I ' I , ~ " 0 , ·] ~ :1 ,; ~ ~ z :: C j Ii 0 , > ' □ ' • . £ ., ~ m 0 C, ~ . "' a " m n ~ z C ~ m a " 0 ' ~ ,.. a I ii I\ ~ ~ 0 " ~ :~ ] m ~ ~ e z i C z C ~ $ z !" OJ n m > JJ C ~ 0 "" z ,, -~-) / ~ r 0 Cl r □ I n □ ~ ~ z 0 Ci) z z C ~ s:: z !" ~ 0 ~ :0 ~ □ ~ ~ ~ =t :-1 u I u, '""""' G"" ~ -t: ' w V ~ z 71 :,; c 0 ,s Cl r : □ :0 n ~ CJ1 ):;? 0 "' P rv i~ " 0 ... .,.. ~ ~ t,'. z 6 -I Ci) z (A tll l;--1>'-z • d C ~ t. I $ z !" IJ1 i;g n > ,: •J C _, lP Il ~ 0 ~ ~~ "' t ' ) ~ z :,; 0 Cl r 0 I n 0 ~ ~ z 6 r.i , --------------------------------------- 2. ALL SEWER LATERALS ARE DEVELOPER OWNED AND MAINTAINED. 3. ASSUME 3' MIN. DEPTH FOR 8' DOMESTIC WATER AND 4.75' MIN. DEPTH FOR 6' FIRE WATER LINES AT All CROSSINGS OF THE lWO. MAINTAIN !' MIN. SEPARATION. 4. SITE SOILS HAVE BEEN DETERMINED TO BE HIGHLY CORROSIVE TO FERROUS METALS. D.I. FITTINGS AND ALL OTHER UNPROTECTED FERROUS MATERIAL SHALL BE WRAPPED AS SPECIFIED BY NOTE 17 ON SHEET C-19. 40' 30' 20' 10' O' 40' 80' ----- -GRAPHIC SCALE: 1' =40' CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT MID ADHERENCE TO CITY STMIDARDS MID REQUIREMENTS ONLY. TH£ CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS MID ACCURACY. APPROVED/ c::( ~ 7 ,t4 ~,? PUBLIC KS DEPT. DATE R\lfESS1. s \',RIAN -~ ~~ <.:;). '"=I;;" \ f"""\ ~ ~ No. 54755 en ,;; ~ EXP. 12-31-99 * CJy\\. PLANS PREPARED BY, ~ ADAMS o STREETER CIVIL ENGINEERS, INC. 15 CORPORATE PARK IRVINE, CA 92606 (714) 474-2330 ltt-2/-~8 J.8.Y. J-18-98 J.B.Y. 12-3-97 C.G. 11-t2-g7 C.G. ) I / I 0 0 0 ® ® @) @ SEWER CONSTRUCT/ON NOTES INSTALL 8' PVC (SDR 35) SEWER MAIN. CONSTRUCT 48' SEWER STANDARD MANHOLE PER CITY STD-401-L. CONSTRUCT 60' SEWER STANDARD MANHOLE PER COUNTY SANITATION DISTRICT STANDARD DRAWING S-050. INSTALL 6' PVC (SDR 35) SEWER MAIN. INSTALL 6' SEWER LATERAL PER CITY STD-406-l. CONNECT TO BUILDING UTILITY. BREAK INTO EXISTING SEWER LINE AND JOIN. GRIND PAVEMENT DOWN 1.5' AND RESURFACE WITH AC TO MATCH EXISTING GRADE. PROTECT IN PLACE RESHAPE MANHOLE BASE PER DETAIL ON SHEET C-19. INSTALL SEWER CLEANOUT PER APPLICABLE PORTION OF CITY STD. 406-l. PLUG END OF EX/SITING SEWER AND FILL WITH CONCRETE SLURRY INSTALL 4' SEWER LATERAL WITH CLEANOUT PER CITY STD-406-L PROVIDE WYE AND CONNECT TO GREASE INTERCEPTOR (BY OTHERS). CONNECT TO BUILDING UTILITY. CONSTRUCT STEEL CASING FOR SEWER MAIN FROM EX. MANHOLE TO 10 L.F. BEYOND EX. STORM DRA!,V PER CITY STD-410-L ) --.£_@ CONSTRUCT 3' SEWER LATERAL ANO CONNECT. TO FOUNTAIN VAULT. WATER CONSTRUCTION NOTES INSTALL 8' PVC (SDR-14, CL 200) WATER MAIN. INSTALL 6' PVC (SDR-14, CL 200) WATER MAIN. INSTALL TIE-IN EXIST. YMTER MAIN PER CITY STD. 509-L. INSTALL 2' PVC (SDR-14, CL 150) WATER MAIN. INSTALL WET BARREL ARE HYDRANT PER CITY STD-500-l. INSTALL 2' WA!cR SERVICE PER CITY ST0-503-l. INSTALL 8' WATER MAIN LINE RESILIENT-WEDGE GATE l,!<ILVE MJ 1'1,/ RESTRAINING JOINT PER CITY STD-508-l. INSTALL P.I. V. CONSTRUCT CONCRETE THRUST BLOCK PER CITY ST0-5!0-l. HOT TAP CONNECTION TO EXISTING 30' CEMENT-COATED STEEL MAIN {UNDER PRESSURE) USING RILL-WRAP SLEEVE, WELDED OUTLET AND TAPPING l,!<IL Vi:. 1,!<!L ff TO BE 8' RESILIENT-WEDGE AND IS TO REMAIN IN PLACE WITH l,!<ILVE BOX INSTALLED PER CITY STD-51!-l. 'GENERAL NOTES' OF STD-505-L APPLY. CONSTRUCT INl-fRTED SIPHON PER CITY STD. 528-L INSTALL DOUBLE CHECK DETECTOR ASSEMBLY PER CITY STD. 517-L INSTALL 8'X8' (MJ x MJ) TEE PER CITY OF NEWPORT BEACH STD-510-l-l. INSTALL 6'X6' (MJ x MJ) TEE PER CITY OF NEWPORT BEACH STD-5 I 0-L -I. INSTALL 9fT BEND (MJ x MJ) WITH RETAINER GLANDS (D.I.P.) PER CITY OF NEWPORT BEACH STD-510-L-A. INSTALL 45· BEND (MJ x MJ) WITH RETAINER GLANDS (D.I.P.) PER CITY OF NEWPORT BEACH STD-510-L-A. INSTALL 22-1/2' BEND (MJ x MJ) WITH RETAINER GLANDS (D.!.P.) PER CITY OF NEWPORT BEACH STD-510-L-A. INSTALL T!-!/2' BEND (MJ x MJ) WITH RETAINER GLANDS (DJ.P.) PER CITY OF NEWPORT BEACH STD-510-L-A. INSTALL ARE DEPARTMENT CONNECTION (4-2 1/2') INSTALL 61 RESILIENT-WEDGE GATE VALVE 8'x6' TEE (MJ x FLG.) W/ RESTRAINING JOINT PER STD-510-L-A. 12'x6' TEE (MJ x MJ.) W/ RESTRAINING JOINT PER STD-510-L-A. I , CROSSINGS DET .All FOR DOMESTIC WA TEIR CONNECTION ON EAST COAST HIGHWAY MTS C, " c:, I 0 -°' \::! c~ -• ls' C) ! -::i 0 -"' 0, -"'" 95-1033 ( I' \ a ~ ~ " • < z ~ " s;: z r 0 r 0 n 0 ~ ~ i5 z I !" n " !as 0 ,, z j, ~ 0 z C s: m ::0 0 ::0 ~ z GJ z C ?: DJ m ::0 l.f ' 'lJ'1 1- /6"' J: ...... I lN (./ iPE • 0 i~ ~ \" I ! -V, {/I cc' ,. ~.:.: -,fl, (j) f tJ z t I C {J) ~ ~-r-i m _. 1,J ::0 j vJ .... ;. \ _) " \; z r 0 0 6 ::0 n 0 ~ ,, u 0 ~ z i5 GJ z 1 2 3 1 2 3 4 5 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF N£WPORr BEACH FOR CONCEPT mo ADHERENCE ro CITY srANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOr RESPONSIBLE FOR DESIGN ASSUMPnONS AND ACCUR'ICY. APPRO~D/2/~ ~ $/~2 PUBUt 'fl S DEPT. DATE 6 0 0~ ~~ :,;' ..., No. 54755 <./) ~ P. 12-31-99 * CiV\\. OF C~\.\'< 7 8 ~ -0) D PLANS PREPARED BY: ,. = 40' ,. = 4' HORIZ. 1" = 40' VERT. 1• = 4' PROFILE OF SEWER IMPROVEMENTS FOR ADAMS • STREETER SEWER LINES , A' & 'B' CIVIL ENGINEERS, INC. WATER LINE IN AVOCADO AVE. 15 CORPORA TE PARK R.C.E IRVINE, CA 92808 {7M) 474-2330 f---J---+-,c--------------+,_.,:,r:,~ • " l-3_11e_, .. --I_J._a_Y.+A=.•=-•-••_v_AT_c_• -""-'"-'-""_c_AS_c_v_AS_1c_c_•oss_1NG_m:_,_•IL-t-;;>';i·,-.';l'-'~-'-1~ DATE j -2.4 _ .. , CORONA DEL MAR PLAZA ~-' A PJ 1-"-"_21_97+-C.A.G.--==_MDV_£D_M.tt_l3_L_M.tt_ll_A ______ -+"-✓-';,,/,_._,~=DE=s=,GN=E=D--~=DRA=w~N---+-------------"'T'"""----,----1 I ,,o~A~TE~.2s~v!....J.. ___ ~o~E:::s~c:.!!R!.!:•P~r•~o'.!!N ____ _J_..!A~P'.!'.P:... . .rc;:m<ED_M_.A._-hm_M._o.-J CITY OF NEWPORT BEACH s-5164-s w-5265-s ::: I-CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET ..; REVISIONS D.K. MAY. 1997 C-21 oF21 ~ DATE i ~ :... z • • 0 C ' -g l! $'. • > z r !" rn n m ,. :0 !ii I 0 ll ;;: . I /. ' ' I ' . 111 II :1 1, I I I a g f E • ' . ~ £ i i 1· I ; ' 'l ' • . ' " ~ ~ :i: 0 0 r 0 I ~ n O 0 ~ ~ ; ~ z z i5 (j) C z I . z □ C al ~ $ ~ z !" m n l> :0 ~ ll ;;: u, z ="' l/'i ' '1l/1 /- r 0 ..c. ' . ' w (/> -0 ~ ·a r 0 ~ n 0 0 ~ ~ 0 " ~ • < z i5 C z ~ " • 0 ' ~ rn ,. " z !" n ,. !ii 0 "' ~ p c ' 0 E Ill :0 !:... ,.., );,, ! ~(/\~ ~ (/l~z jo (j) i ........ z t o C .;, $'. -· "' rn ~ i..i m j' t,) :0 .... ' ,.. If\ 0 I .,;. (j) TYPE G) LIGHTING FIXTURE SCHEDULE LUMINAIRE INFORMATION LAMP INFORMATION MISCELLANEOUS INFORMATION MANUFACTURER, CATALOG• WATTS MANUFACTURER, QUANTITY FIXTURE GENERAL DESCRIPTION AND EQUAL PRODUCT INFO. VOLTS CATALOG • AND EQUAL ' LAMP GENERAL DESCRIPTION GAl'!C>CO "CF-22-1-3-11SMH-211-"SC"-'MOD" 215W m; WATT METAL HALIDE LAMP 'SC" • eFl:CIAL FINl51-1 -MATCH EXISTING FINl51-1 MOLDCAST •A3"5C.11-20•RSC (POl-E ONLY) 211Y EXACT LAMP TO eE DETER11NED WITH THE CITY Cf' NEWPORT BEACH ~~ • SLIP FILTER FOR 2 l!/ll" OD. x 4" HIGH PROOF OF ·BRANCH CIRCUIT "1HA-12• EXISTING CONNECTED LOAD NEW ADDED LOAD NEW TOTAL CONNECTED LOAD • 2,$0 YA • 21S YA • 3,1'1>S YA OR = 11.43 AMPS e 211Y-1♦ Tl-lE~ EXISTING 20 AMF CIRCUIT 15 ADEQUATE ~----l' I TYF. OF 4. ~41 .88 2.39 1.89 2.09 3.16 3.~o 0 \ \ 3.32 3.01 2.08 1.96 2.62 3.15\ 0 3.59 2.93 2.23 1.82 . 8 .88 1.56 1.51 1.57 1 41 . 0 1.37 1.29 1.21 1.23 1.0 1.00 1.19 1.27 1.30 1.40 1.6 .27 1.60 1.64 1.70 1.9 PLAN NOTES: GENERAL NOTES: EXISTINCis "CisAJ.!PCO", 11SW MH, ASYMMETJ.!IC FIXTURE. EXISTINCis "CisAJ.!PCO", 11SW MH, SYMMETJ.!IC FIXTURE. EXISTINCis "BEGA", IOOW MH, SYMMETRIC FIXTURE. EXISTINCis •~AJ.!PCO", 2SOW MH, SYMMETRIC FIXTURE. RELOCATED "GARDCO", 11SW MH, ASYMMETRIC FIXTURE. ~Fi! TO FIXTURE SCHEDULE FOR NEW LICisHTINCi, FIXTURE AND POLE SFCIFICATION. ~~;~\~~~1tf~~ i;:=~~TYAf ~~l\fi'~~ 6EACH STD-205-L AND INSTALL NEW NEW FULL60X PER CITY OF NEWPORT 6EAC!-l STD-205-L. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE AND EXISTINCis FULL60X AS REQUIRED. AeANDCN EXISTING, BRANCH CIRCUIT. CUT•Cf'F A6ANDONED CONDUIT IN FULL60X. RELOCATE EXISTING FIXTURE AND FOLE TO NEW LOCATION AS SHOWN. INSTALL NEW WIRE AS FER CisENEl'!AL NOTES. PROTECT IN PLACE, FULL-6ACK, RE-U!e EXISTINCis WIRING. INSTALL NEW 1114" PVC CONDUIT AND WIRES TO NEW FULL60X. I. 2. THE FINAL LOCATIONS OF ALL NEW OR RELOCATED DEVICES SHALL 6E DETERMINED 6Y SANDY McADAMS, ALTEYER5 ASSOCIATES (bl9) S3S-9TI1 EXACT LOCATIONS PRIOR TO ROUGH-IN. • ALL WORK SHALL 6E FER CITY OF NEWPORT 6EACH ST ANDAJ.!05 204 AND 205-L AFPL Y ANTI-SEIZE COMPOUND TO ALL THREADED FITTINCis&. • PHASE COONDUCTORS SHALL 6E THHN, 5-mANDED COFFER. SIZED TO MATCH EXISTING, STSTEM 15 2TI VOLT, USE GREY NEUTRAL, 2-FOLE FU!e HOLDERS AS A60YE • USE "e SOLID, 6ARE COFFER GROUND. SPLICES TO 6E TAPED A5 IN 5TD-20S-L USE s=TcHKOTE. USE T 4 6 2D-a eun SPLICES C-TAFS OR FREAFPROYED • EQUAL FOR CONDUCTOF< SFLICINCis. ' PHOTOMETRIC SUMMARY: MAX MIN. MAX/MIN AYG AVG/MIN U.1. S.94 OhS '¾''ii l.9ll 2.9S b'il tJ tJ \ 1.09 1.20 1.16 1.24 1.13 0 \ 3.47 \3.94 I ~----1 3 TYF. OF 1. tJ .53 2.18 2.48 2.96 3. 4 0 3.39 2.56 2.47 3.39 3.61 3.07 2.42 2.82 3.57 3.04 2.32 2.32 3.4\ ~3.51 2. 9 2.80 1.88 1.82 1.67 .50 1. 7 1.43 1.23 0.9 1.38 1.15 0.96 o. 6 1.51 1.27 1.2 1.49 1.51 tJ 1.23 1.33 .94 1.17 1.22 1.22 1.27 1.20 1.20 1.38 1.41 1.27 0,87 0.\ 0.95 1.06 0.76 0.82 0.76 0.78 0.76 1.14 1.20 1.13 1.43 1.6 0.71 0.80\ 1.12 0.99 1.17 0.95 1.15 0.98 1.07 1.12 1.13 1.06 1.17 1.29 1.43 0.94 1.06 0.92 0.99 I ,71 1.40 1.18 1.00 1.19 1.29 1.31 1.47 1.43 1.40 1.30 1.32 1.48 1.47 1.60 1.47 1.43 1\3 0.90 1.01 1.01 1.20 1.03 1.07 1.12 0.89 1.10 1.00 1.06 1.23 1.22 1.30 1. 2 I 0.96 o.J.89 0.91 1.20 1.25 1.24 1.30 1.37 1.12 1.34 1.32 1.21 1.42 1.48 1.51 1.41 1.42 1.48 1.46 1.40 1.27 1.28 1.16 1.09 2.16 1.99 2.15 2.54 2.02 2.33 1.74 1.56 1.85 1.67 1.98 1.75 1.61 1.65 1.40 1.40 1.57 1.54 1.55 1.69 1.41 \ 1.32 2. 73 2.81 .80 2.09 2.1~ B _\ 1 34 2.58 2.43 2. 71E) 2.t.9~6=~2~.7~3=~3~.2:1 =~2~.2~9~=2~-~21~=:2-~8~8=;2~.4;7=~t:i~-7;6;=2;.6;0;=2;-;;=;~;=~~:=~~~==;;~=~:~=:;· :0~• -;:2;. :~=~:~=:::=:::=:::=~~:~=:·:68:=:2-:4:7=~2 0~--6:6=~2~.5~5~2~.§_:65?__~2.~6?_7 ~2~.0".'.0~2~. 7~3~3~.4~5~2~. 97 ;· 2 2.85 3.13 \ 1.83 .69 .98 216 1.96 2.36 1.89 1.90 2.21 1.86 2.08 2.05 1.89 2.00 1.49 1.56 2.14 1.84 2.08 2.08 1.83 2.17 1.57 1.33 62 2.54 2,66 \9 2.88 3. 0 2.93 3.31 2.20 2.05 2.72 2.30 2.37 2.28 2.37 2.32 1.57 1.57 2.27 2.24 2.13 2.24 1.98 2.40 1.57 1.28 1.57 2.38 1.87 2.26 2.05 1.95 2.26 1.66 2.24 2.74 2. 3 1.45 1.17 1.>n----<_33 1.37 1.62 1.93 1.88 1.73 1.32 1.26 1.23 1.25 1.39 1.40 1.45 1.53 1.29 1.26 1.26 1.25 1.48 1.33 1.21 1.44 1.61 1.30 1.38 1.42 1.50 1.66 1.67 1.98 2.05 1.83 1. 1.05 1.33 1.36 1.36 1.23 1.05 1.09 1.06 1.09 1.45 1.78 1.80 1.31 1.35 1.21 '---1,..\ _____ _j 4 TTF. OF I. 1.16 1.13 1.36 T'!'F. OF 2. 41-----< 1.14 1.15 1.28 1.40 1.39 1.32 1.82 2.08 1.45 1.20 1.24 1.14 1.07 1.18 1.46 1.34 1.38 1.07 1.06 1.07 1.01 ~----1 :2 TYF. OF 1. 11 1.45 1.66 1.68 1.78 1.74 1.73 1.81 1.58 1.57 1.48 1.43 1.51 1.23 1.39 1.19 1.21 1.23 1.36 1.31 1.31 1.25 1.24 1.27 1.16 1.24 1.18 1.31 1.29 1.27 1.22 1.67 1.33 1.20 1.47 1.19 1.37 1.14 1.21 .90 1.~,6 2.15 2.69 2.57 2.33 2.59 2.01 2.26 2.10 1.92 2.30 1.84 1.98 1.61 1.28 1.41 1.82 1.65 1.80 1.81 1.57 1.68 1.34 1.17 1.43 1.75 1.57 1.92 1.63 1.65 1.50 1.27 1.27 1.57 1.49 1.60 1.55 1. 3.09 2.92 1.84 2.1~ 2.82 2.59 3. 3 2.93 3.34 2.47 2.95 2.61 1.73 1.58 2.09 2.77 2.52 i81 2.58 2.74 2.28 1.62 1.66 2.44 2.61 2.40 2.57 \1.50 2.00 1.88 2. 1 2. 1 2.28 2.65 2.21 2.42 2.34 2.33 2.3JI 2.19 2.38 1.93 1.61 1.74 2.16 1.95 2.23 2.23 1.98 2.16 1.55 1.39 1.82 2.15 2.03 2.12 2.11 2.18 1.97 1.43 ,.48 2.14 2.10 .20 2.2 1.94 2.23 ~45 ,.,, '-'' ,_" '-" '-" zs, '·" '·" '-"'~ i ,. " \~, , n '-" ,.,, uo '·" ""' , ·" ,.,,. ,. 7' , " ,.,, , .ss "" ,.., ,.,, uo , • n , ·" uo ,.,, "" , _,, ,. "" , .ea , -~ 3.L3'-1~~,_____:L.5Jij___.z.tilL..L~l~'~i~2~.5~3L_~2.:.f.7ll_9__:!1~.9!_!7:_1!:_.~54~.2_1:!_.7~2~2~-::59:_~2:.'..2::9'__;2:.·~30:-~2:.::.3~0~2=.2::9~~2-~4~2~1~.5'_'.7~1~-~42=-~1~,8~9~2~-~5~8~2~.1~4~2~-~29~~2~.1~9~2~.5~2~~2-~0~3~1~.4:1_1~-:46~~2~.1~9~2~-~17~j·03 \'·°' "' ,,., ,... , " '·" '·" '" ,_,, '·"° :/o, \ '·" ,. " '·" '·" '·"' "" '·" ,.,, "" ,.,. "" ,. " ,.., ,.,, ,.,. "" '." '-" "" ,.,, ,.,. '·" ,.,, '·" ,.,, "" "" ,.,,. w \02 2.13 2.78 ,......,-,--..,.62 3.22 2.98 3.12 3.61 l.so \\°69 4.34 3.78 3.18 2.30 1.78 2.02 2.61 3.13 3.09 2.67 2.03 1.48 1.12 1.35 2.01 2.53 2.86 2.59 2.32 1.10 1.32 1.16 1.50 2.16 2.47 2.43 2.19 1.12 .06 0 97 2.40 3.28 .63 3 75 3.62 3.35 3.66 3.93 4.81 3.92 3.40 2.72 1.72 2.24 3.04 3.36 3.43 3.03 2.51 1.31 0.96 1.35 2.56 2.90 3.43 3.25 2,83 1.86 1.08 1.02 1.74 2.71 3.11 3.40 2.76 2.30 1. 7 12 0. 5 • 0 0 '-------f I TYF. OF S. \ CITY OF NEWPORT BEACH THIS PLAN IS SINGED BY 'I'HE CITY OF NErPORT BEACH FOR CONCEPT AND AJJIIERENCE TO CITY STANDARDS AND REQUIREJlENTS ONLY. THE CJIT JS NOT RESPON- SIBLE FOR DESIGN JBSUJ/PTlONS AND ACCURACY. ELECTRIC SITE AND PHOTOMETRIC PLAN KONSORTUM 1 17B91 SKY PARK CIICU; SITE 'Er RIIE. aAL.R:il\14 92714 (7U}Z!l-<J4/J2Fo,(7/4)22HJ43( APPR8YE8 PtlDUe WBRUS 91RE8"f8R5 Newport Beach, California APPROVEDr...L'..C..L-4,~~ ~ ~ -9 ,r CONT ACT, RAY SWARTZ Joe • t&oe::,00-101 DATE BY DATE DESCRIPTION APP'D DESIGNED DRAWN R E Developed for The City of Newport. Beach APPROVED ENGINEER DATE Y I S I 0 N S CHECKED DATE .. Date: 03/26/98 DESIGN OF EMBEDDED POLE FOOTINGS POLE 20 FT ( ?<>F-:i tlfe. "~ L t1k IZ--) Al Lew Passive Max Passive Load Duration Factor Point Load Load Height 01st. Load Start Height End Height Pole Type Width/Oi!m!eter Surface Restraint DESIGN DATA -1- 150.0 psf 2000.0 psf 1.330 100.0 t 22.00 ft 14.0 plf 0.00 ft 22.00 ft Circular 24.0 in ? Free -------SUMMARY------- Mc:rnents ii Surface ... Point Load U,ifom Loai ... Total Mcrnent Total Lateral Load : -NON-RESTRAINED RESULTS - Hin. Req'd Errbed:nent A(1+(1+4.36h /Al'"' .Sl/2 A=2.34P/ (S 1 b) Press a 1/3 Embed Actual Allo,,able -RESTRAINED RESULTS - Min. Req'd Embectnent (4.2S•P*h/S3•b)A.5 Pressure a Bottcm Actual Allowable Surface Restraint Force -1- 2200.0 rt-t 3388.0 ft-# 5538.0 ft-# 408.0 t 5. 25 ft 349.6 osr 349.0 psf . ?.GFES" 1'-< I"" !~ o. 27 1,1,~c, :~ 1+p1f' i/jf ~ .c/ ucru"'° •· ,c CAI.it 2 V4.4C1 Cc) 1983·96 ENERC,\LC ID) l0 l lJ :2 RAPE- ,. ... I= = ,- ~ 1lT " '-f:-, .,,. ' i:., r-B -== c::::c 1/4" PYC I TO 3 . FULL60X- ~o ,~• ;? ~ /l, ,W<, DETERMINED 6T STRUCTUl'!AL ENGINEER. REFER TO DETAIL "b/54.2". * 60ND EQUIPMENT GROUND TO POLE AND rlXTURE. 61'!ANCH CIRCUIT CONDUIT FER SITE FLAN. PROVIDE MINIMUM COYER OF 24" FROM FINISH G!'!ADE. POLE ANCHOF< 60L TS PEI'< MANUFACTURER SPEC'S_ POLE BASE DETAIL tt1 N.T.5. SCALE JolJ No. PHOTOMETRIC Drawn By SITE PLAN Skeet Ho. CITY OF NEWPORT BEACH P- PUBLIC wo~~~J.l~~~W!\~!3E-SMEE'fi1;20/9o/"1s,01 E-1 • ia,.060953 2 1 I I I I I . I z C $ [I] m ]J 0 ]J ~ z G) z C $ [I] m ]J 0 Il ~ z r.,