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HomeMy WebLinkAboutW_5294_SVICINITY MAP CONSTRUCTION NOTES AND QUANTITIES NO. DESCRIPTION QUANTITY UNIT § 51 ~ ., ro ADAMS A'lf.. 0 t;; <C ---l-----l,l--....::'.'.'.:::'..._.::::::_.,---1-w [D z ~ (.!) ~ z ~ i ::::::i !ti :r: LL CITY OF COSTA ~ 0 MESA ro ~ < ~ ~CTORIA w > <( 19TH ST. ORANGE COAST COLLEGE d ~ el 5 ~ ~ BAKER ORANGE GO. FAIRGROUNDS UPPER PORl,...==~ AY 1, 1 e ~ N.T.S. CITY OF IRVINE UNI VERS TY U.C.I. )" JCIT PUBLIC WORKS DEPARTMENT INDICATES AREA SHO~ ON LOCATION MAP R 680 APPROVED: APPROVED: APPROVED: IMPROVEMENT PLAN NEWPORT CENTER UTILITIES DIRECTOR R.C.E. 25553 FIRE MARSHAL (FOR PRIVATE UNDERGROUND FIRE SYSTEM) FOR DRIVE DATE: p-...-lJ>·oL. DATE: 8-J q_.o L. DATE: 9· 14· CJ 2. GENERAL NOTES FIRE/SPRINKLER SYSTEM NOTES Ell:RGENCY TELEPHONE tlJMBERS 1. All WORK OETAJLEO ON THESE PLANS TO BE PERFORMEO UNDER CONTRACT SHALL, EJ<CEPT AS OTHERWISE STATED IN THE CITY'S STANDARO SPECIAL PR0\1SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE 111TH THE ·srANDARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' 1997 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELO, P~OR TO BEGINNING OF CONSTRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET. 4. EXISTNG UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAil BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FlNISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PA~NG OF STREET AND DRIVEWAYS. 7. SEWER, WATER AND STORM DR.oJN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 4S HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL Al.SO BE NOTIFlED AITTR PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB le GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COt.f'ARABILIT1' Willi EXISTING CONSTRUCTION. 9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER lliAN FlVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUWALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXN.tlNATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CDNTRACTOR(S) SHALL OBTAJN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN No. 9 AfJrJ-IE. 11. ALL SEWER PIPES SHALL BE BEDOED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L 12. WATER MAINS SHALL HAVE A MINIMUM OF 3<1' OF GOVER FROM SUBGRADE. 13. ALL CONCRETE SHALL BE 540-C-3250, 14. THE FlRE DEPARTMENT SHALL BE NOTIFlED 46 HOURS IN ,>!)VANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERMISSION PIPE SHALL BE MANUFACTIJRED PER ASTM D-3034 SOR OR ASTM F-769. ALL FlTTINGS SHALL BE PREFNJRICATED FULL-BODY FlTTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 8" BELOW THE PIPE TO 1t AfJOVf. lliE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING JITTING PRIOR TO COMPLETION OF TRENCH BACKFlLL. 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAJNTAINED BY THE CITY OF NEWPORT BEACH SHALL BE \IIDEO INSPECTED AFTER CLEANING, AIR TESTNG ANO MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY lliE CITY UTILITIES OMSION. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY lliE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE REPMRED/REPLACED AND REINSPECTED. INCLUDING NR TEST, MANDRIL AND \IIDEO, PRIOR TO ACCEPTINCE. 17. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO TH CITY PRIOR TO CONSTRUCTION . NO WORK SHALL BEGIN UNTIL APPROVED SHOP DRAWINGS ARE OBTAINED. 1. PRIOR TO INSTALLATION, REQUIREO PERMITS SHALL BE SECURED FROM THE CITY BUILDING OEPARTMENT. 2, INSTM.LATION, INSPECTION /NO TESTING SHAil CONFORM WIT]'I lliE 1994 EDITION OF NFPA STANDARD 13 AND THE 1992 ADDITION OF INFPA STANDARD 24, INCLUDING ANY AMENDMENTS BY THE CITY OF NEWPORT ~EACH FlRE DEPT. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTl~N lliE FOLLOWING METHOOS OR ASSEMBLIES ARE ACCEPTABLE: A AN ABOVE GROUND ASSEMBLY APPROVED BY lliE WATIR jAUTHORITY, PAINTED WHITE, AND WlTH THE VALVES LOCKED IN THE OPEN POSITION. VALVES CONTROLLING MORE THAN 100 SPRINKjER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. B. A BELOW GROUND ASSEMBLY APPROVED BY THE WATER ~UlliORITY ANO LOCATED IN AN APPROVED VAULT. THE LAST VALVE ON fHE ASSEMBLY SHALL BE CONTROLLED BY AN APPROVED POST INDICATOR DEVICE. THE POST INDICATOR DEVICE SHALL BE PAJNTED WHITE, LOCKED IN THE OPEN POSITION AND IF CONTROLLING MQRE THAN 100 SPRINKLER HEADS MONITORED TO AN APPROVED LOCATION. C. THE LOCATION OF CONTROL DE'llCES SHALL BE APPROVED BY THE CITY FlRE DEPT. AND THE WATER AUTHORITY. 4. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHAil BE LOCATED WITHIN 25' OF A PUBLIC FIRE HYORINT. THE FOC SHALL BE ORIENTIID TO FACE THE FIRE DEPARTMENT ACCESS ROAD. THE FDC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FROM MECHANICAL INJURY. THE SIZE OF PIPING AND THE NUMBER OF INLETS SHALL BE APPROVED BY THE FIRE DEPT. FIRE DEPARTMENT CONNECTIONS SHALL BE PNNTED WHITE. 5. PER NEWPORT BEACH FIRE DEPARTMENT STANDARD NO. F-1, REQUIREMENTS FOR IDENTIFICATION SIGNS AT FIRE DEPARTMENT CONNECTIONS, ARE AS FOLLOWS: A SIGNS SHALL BE CONSTRUCTED OF A DURNJLE MATERIAL. PREFERABLY METAL. B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WlDE. C. LITTERING ON THE SIGN SHALL BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTRASTING BACKGROUND. D. SIGNS ARE TO IE PERMANENTLY MOUNTED ON THE BUIL[IING ADJACENT TO THE F.D,C. OR ON THE F.D.C. AND MUST BE VISIBLE FROM TIE ADJACENT ROADWAY, E. All SIGNS MUST STATE THE ADDRESS OF THE BUILDING !lE]NG SERVED AND IDENTIFY lliE TYPE OF SYSTEM SER11NG THE BUILOING. SEE FlRE DEPT. STD. NO. F-1 FOR SIGN DETNLS. 6, EVERY SPRINKLER SYSTEM SHALL HA',£ A SEPARATE CONNECTION FROM THE PRIVATE FIRE MNN, 7, WHERE IT IS IMPRACTICAL TO PROVIDE A POST INDICATOR VALVE, VALVES SHALL BE PERMITTED TO BE PLACED IN VALVE ROOMS ACCESIIBLE FROM EXTERIOR, ON EXTERIOR RISERS OR ON INTERIOR RISERS 1\11 INDICATING POSTS ARRANGED FOR OUTSIDE OPERATIONS, OR IN PITS WIT PERMISSION OF THE AUTHORITY HA\IING JURISDICTION. 8, PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED I\U BARREL smE Willi A MINIMUM OF ONE 2-1/t AND ONE 4" OUTLET. ALL OUTLEJTS SHALL BE PROVIDED Wlrn NATIONAL STANDARD THREADS. ALL FIRE HYDRANTS SHALL BE INSTALLED ON A fl' RISER. 4" OUTLET(S) SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SljALL BE LOCATED A MINIMUM OF 18" AfJOVE GRADE AND HYDRANT FIJ\NGE(S) A ~:~:~~~ ~~' fRl~~O;:fL G:iJcru~ri. ~y~:is G;~~A~E LJ~1c0st PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION (VAL'lf.S SHALL NOT BE LOCATED IN PARKING STALLS). BENCHMARK: o. C. s. 3S-45-99 BASIS OF BEARINGS 9. LARGE PRNATE FIRE SER11CE MAIN SYSTEMS SHALL HAVE POST INDICATOR TYPE SECTIONAL CONTROLLING VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SYSTEM IN THE EVENT DF A BREAK, OR FOR lliE MAKING OF REPAIRS OR EXTENSIONS. 10. ALL PIPE SHALL SE APPROVED FOR USE IN "FIRE SERV1CE SYSTEMs", CLASS 200 MINIMUM. All FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FlTTINGS SHALL BE PROTECTED WlTH A LOOSE 8-MIL POLYETIWLENE TUBE. THE ENDS OF THE 1\JBES SHALL BE SEALED WITH t TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED /NO THOROUGHLY COATED WlTH ASPHALT OR OlliER CORROSION RETARDING MATERIAL AFTER ASSEMBLY ANO PRIOR TO POLY-1\JBE INSTALLATION. 11. A MINIMUM OF 36" OF COVER FROM FlNISHED GRADE TO TOP OF PIPE SHALL BE PROVIDED ABO'lf. PIPE. 12. APPROVED PIPE AND FITTINGS SHALL BE INSTALLED UNDER BUILOING FOOTINGS. ADEQUATE CLEARANCE SHALL BE PR0\1DEO OVER PIPE ANO FITTINGS THAT RUN UNDER FOOTINGS TO PREVENT DAMAGE FROM BUILDING SITTLING, A MINIMUM OF t CLEARANCE SHALL BE PRO~DED WHERE PIPE PASSES THROUGH THE FLOOR OR WAil. UNDERGROUND PIPING SER\1NG FIRE SPRINKLER RISER SHALL TERMINATE WlllilN 18" OF AN EXTERIOR WALL ANO ff ABOVE FINISHED FLOOR. 13. THRUST BLOCKS OR OTHER APPROVED MEIBOD OF THRUST RESTRMNT SHALL BE PR0\1DED WHEREVER PIPE CHANGES DIRECTION. SEE CITY OF N,B, STD-510-L-A FOR DETNL.S. RELD INSPECTION NOTES AND REQUIREMENTS 1. A FlNAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS FORTY-EIGHT (48) HOURS IN ADVANCE BY PHONING (949) 644-3255. 2. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CARE SHALL BE TAKEN WHEN FORMING AND POURING THRUST BLOCKS THAT FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE. l. A HYDROSTATIC TEST (TWO HUNDRED PSI PRESSURE FOR TWO HOURS OR FlFTY PSI OVER THE MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND FIFTY PSI) SHAil BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TRENCH SHAil BE BACKFILLED BETWEEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. 4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTNG SYSTEM STUB OUTS, FLOW RATE SHAil BE A MINIMUM OF 10 FT/SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT SHALL BE PR0\1DED BY THE CONTRACTOR TO ENSURE SAFETY. lliE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5. PRIVATE FIRE HYDRPNTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES POST INDICATOR VALVES, AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED Willi 2 COATS OF WHITE, RUSTOLEUM #2766 P,r,JNT. 6. ALL CONTROL VALVES SHALL BE PROV10ED WITH PERMANENT SIGNS THAT CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VAL'lf. SERVES. 7. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES [INCLUOING DETECTOR CHECK ASSEMBLY VALVES), SHALL BE SUPERvlSED BY A CENTRAL ALARM SYSTEM APPROVED BY lliE CITY OF NEWPORT BEACH FlRE DEPT. DESCRIBED BY O.C.S. 1999-FOUND 3 3/4" O.C. S. ALUMINUM THE BEARINGS SHOWN HEREON ARE IMPORTANT NOTICE BENCHMARK DISK STAMPED "3S-45-99" SET ON TOP NORTH BASED ON THE BEARING BETWEEN CORNER OF A 4.0 FT. BY 8.0 FT. CONCRETE CATCH BASIN. 0.C.S. HORIZONTAL CONTROL MONUMENT IS LOCATED IN THE EASTERLY PORTION OF THE STATION G. P.S. NO. 6268 AND INTERSECTION OF MACARTHUR B~ULEVARD AND SAN JOAQUIN STATION G.P.S. NO. 6269 BEING HILLS ROAD -FT. SOUTHEASTERLY OF THE CENTERLINE OF NORTH 85" 05' 02" EAST PER DIAL TOLL rREE 1-800-227-2600 AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COX COMMUNICATIONS LOCATION MAP J SAN CLE TE DRIVE a, ~ > iB ► "' > iC > "' -> " "' Cc N C "' NUMBERS ( 800) 427-2000 ( 714) 895-0221 611 ( 949) 644-3011 ( 949) 716-2344 --PROJECT LOCATION .Po '{, N.T.S FASHION ISLAND SHEET TITLE SHEET SHEET INDEX SEWER AND WATER PLAN PROFILE SHEET. NO. 1 2 3 MACARTHUR BOULEVARD AND 135 FT. NORTHEASTERLY -THE RECORDS ON FILE IN THE OFFICE 8 CENTERLINE OF SAN JOAQUIN HILLS ROAD. OF THE ORANGE COUNTY SURVEYOR. "' SECTION 4216/4217 OF THE GOVERNMENT CbDE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TC>LL FREE 1 -800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA 6 GRADING AND PAVING CONS I AlJCTION NOTES REPLACE SIDEWALK PER CITY OF N. B. STD-180-L REMOVE AND DISPOSE OF EXISTING WALK (1 PANEL MIN.) SAWCUT, REMOVE AND DISPOSE OF EXISTING A. C. PAVEMENT REMOVE & DISPOSE OF £XIS~ CURB & GUTTER AS NEEDED TO CONS~ UTILITY CONNECTION S LURRY BACKFILL AND REPLACE A. C. PER CITY OF N. a STD-105-L-A REPLACE 8" CURB & GUTTER PER CITY OF N. a STD-182-L WA TEA CONS I RUCTION NOTES INSTALL 2" DOMESTIC WATER SERVICE AND METER PER CITY OF N. B. STD-503-L INSTALL 2" BACKFLOW PREVENTOR PER CITY OF N. B. STD-520-L INSTALL 4" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD'S. INSTALL 8" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD' S. l-----1 PLUG END FOR FUTURE BUILDING CONNECTION CONSTRUCT DUCTILE IRON BEN~ (FITTING TYPE PER PLANS) AND THRUST BLOCK PER CITY OF N. B. STD-510-L-A INSTALL 8" POST INDICATOR VALVE ASSEMBLY PER CITY OF N. B. FIRE DEPT. STDS. INSTALL 8" DOUBLE CHECK DETECTOR PER Cl TY OF N. B. ST0-517-L INSTALL 6"x 2}1" FOUR-WAY FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET i 110 110 460 20 t------ 460 20 2 2 123 445 2 4 1 1 2 HOT TAP AND JOIN EXISTING 10" WATER PER CITY OF N. B. STD--50_7 __ -L---------1-----1 SEWER COl'lilS I AUCTION NOTES 801----< CONSTRUCT 8" V. C. P. EXTRA STRENGTH SEWER LINE PER CITY OF N. B. SPECIFICATIONS CONSTRUCT 6" PVC (SDR 35) SEWER LATERAL PER CITY OF N.B. STD-406-L >----< CONSTRUCT SEWER CLEANOUT PER CITY OF N. 8. STD 406-L 83 INSTALL PVC SEWER CAP FOR FUTURE BUILDING CONNECTION >----< REMOVE PLUG AND JOIN EXIST, Bn V, C. P. SEWER LATERAL. CONTRACTOR TO VERIFY LOCATION. 80 39 2 1 1 N01E TO CON1RACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. • 0 'lj' D ----©--- SYMBOL LEGEND POWER POLE 0 TREE MANHOLE oo SHRUBBERY FIRE HYDRANT """"-.£.a.al-"L. ASPHALT PAVEMENT METER BOX : : ;: ;:;:'.::\:!,\:\ BRICKWALK VALVE I • · I ': .... '_·. _'. ' : •. :, CONCRETE POWER POLE ANCHOR ~l'.l'./// ,!,_/// ~ BUILDING ---Ii.---CENTERLINE ----s----SEWER LINE -----vi-···-WATER LINE ___ G ___ G"5 LINE --E--POWER LINE -TEL-TELEPHONE LINE S. F. S. F. S. F. L. F. S. F. L. F, EA. EA. L. F. L. F. EA. EA. EA. EA. EA. EA. L. F. EA. L. F. EA. EA. MONUMENT EXISTING CONSTRUCTION -TV--CABLEVISION LINE ---- -x-x-x-FENCE PROPERTY LINE -SP--SPRINKLER SYSTEM ----- BLOCKWALL ~ 1999 ADJ. ELEV. = 249. 4000 SITE AREA= -ACRES 11-....:::::=r===:::;==============~=======~==CJTY:::::....OF_NEWPrJ/1 __ rB£A....::CH==r=====c=1=TY==o=F=N=E=W=P=O=R=T=B=E=A=C=H===::;:::::_ _____ -r-_P_RE_P_AR_E_D_B_Y_, _T_h_e_K_e-it_h_C_o_m_p_Bn-ie-.-l-.-.-CJ-,-= ...... _D_E_V-E"L_D_P-£R-,--...:::=================::;::==============;;;;T~ITL;::;E:;::::;::SH;::::;:;::;E;:;:;:E~l;:::::========:::::.-_J !l----+----+--------------------+--+-----1 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ~~, 680 NEWPORT CENTER DRIVE 1:-::.-::.-::.-::.-::.-::.:-::.-::.-::.-::.-::.-::.:-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.-::.---------+---+-----I ~lu2~Y~~E~~~ T~ES~~S~;~~D~~S D~~~NR~~~I~~~~~~ ~%~· 2955 Red Hlll A,en,e, cooto Mesa, CA 92626 (m) 540-osoo 11lf 1HE IRVINE COMPANY IM PRQ VE ME NT PLAN J1------+----l-------------------------+----+-----1 APPROVED, -=--=-f!,I~~ ~;;;;;;;:;;,,_ _____ g-~..,1,.0 •0 ....., /)f; JI ~<;, 550 NEWPORT CENTER DRIVE LOT 1 OF N.8.L.L.A. 98-12 NEW CONSTRUCTION 31 STREET LIGHT 0 -DATE /. ~ NEWPORT BEACH, CALIFORNIA 1-11 / ,e-. a A' ~ 1------+---+-----------------+----+------1 e,_ 1'3 02-CITY OF NEWPORT BEACH ,;.,. ·vv,:-/Z -,,,- --1-------+-----+-------------------------+------''-----1 APPROVED ~~~~:..L,C.!1!!.,===:::..._ ____ ~-20-o-z.. __ _ (949)720-2200 1 ~ NO. DATE REVISIONS APP. DATE, DATE -STEVEN B. SHERWOOD R.C.E. 42950 (EXP. 0.3/.31/04) PUBLIC WOFIKS DEPARTMENT SHEET OF 3 GRADING AND PAVING CONS I RlJCTION NOTES 0-REPLACE SIDEWALK PER CITY OF N.8. STD-180-L ~ REMOVE AND DISPOSE OF EXISTING WALK (1 PANEL MIN.) 0--SAWCUT, REMOVE AND DISPOSE OF EXISTING AC. PAVEMENT ~ REMOVE AND DISPOSE OF EXIST. CURB & GUTTER AS NEEDED TO CONSTRUCT UTILITY CONNECTION ©-SLURRY BACKFILL TRENCH AND REPLACE A.C. PAVEMENT PER CITY OF N.8. STD-105-L-A ©--REPLACE ff CURB AND GUTTER PER CITY OF N.8. STD-182-L 20 a 10 20 NOTES TO CONTRACTOR c1rr OF NEI/POl/r BEACH CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. PRIPAR&D BY: The Keith C □mpaniaslTKC 680 NEWPORT CENTER DRIVE IMPROVEMENT PLAN SEWER AND WATER TEE • • .. DEAD END GENERAL NOTES: 22½0 BEND 11¼0 BEND CROSS TYPICAL TIIRUST BLOCK I. Fon:e main pressure test shall be perfonned in accmd wid, concrete curing requirements. Concrete,shall be 560-C-5250. 2. Thrust blocks shall bear against undisturbed soil, backfill compacted to 100% relative compactiOn, df' dass 100 E 100 slurry. 3, Bearing areas L x Hare computed for test pressures of 225 PSI in mains laid in a coheSionless soil (<:~0) with internal angle of frloion of 37•. a unit weight of 110 PCF, and at least .36• of cover. 4. Bearing areas L x H shall be approved by the ensineer wkere mains, (A) bear against weaker soil tljan described above, (B) have less than .36' of cover, {CJ will be tested at more than 225 PSI or (D) are ll01 represented by a fitting or size shpwn hereon. 5. L Is approxllllately equal to H for smaller thrust blacks. Lis greater rhan H for laiger thrust blocks. H shall not exceed trench height. See ST0-106-L for standard trench dimenSicns. THRUST BLOCK BEARING AREAL x HIN SQUARE FEET l'l1TING & SIZE DBADEND TEE OR CROSS 90•1)ENO ,i5°BEND 22¼0 BEND 11¼0 BEND 4" J,7 2.4 2-4 1-3 0.7 0.3 6" 3,7 5.3 5.3 2.9 1.5 0.7 8" 6.7 9-A 9.4 5,1 2.6 1.5 12" 15.0 21.Z 21.2 lt.5 5.8 2.9 16· it>.I) 37.6 ,J.6 20.4 10.4 5.2 IS" 33.7 47.6 47.6 25.8 13.1 I 6.6 24" S9.9 84.6 84.6 4S.8 23.3 11.7 30" $15.6 132,2 132.2 71.5 '6.5 18.3 CI'IY OF NEWPORT BEACH Drawn: R. 1'l<kcr PUBUC woaxs D&PART'MENT 11--------------------------1· APPROVED: R.E. NO. 11806 PUBUC nnmcroR Thrust Blocks R.E.NO, W'12 her ~Prr-unimESD DRAWING NO. STD -510 - L -A FLOW WATER (PUBLIC) UNDERGROUND FIRE (PRNA TE) <----APPROX. 4'-(J'---' 1'-6' _j_.-,---t-___:__...::__ ---+----.:::::,,_DOUBLE CHECK DETECTOR ASSEMBLY FFRCO MQDEL 876 -ff FLOW (U.S.C. APPROVED) SIGN SHALL READ: SPRINKLER SYSTEM • BUILDING ADDR[SS" METAL SIGN WITH 1• HIGH LffiERING ON A CLEARLY CONTRASTING BACKGROUND; PERMANENTLY MOUNTED 8" xB" X6' VERTICAL TEE FOR IN-LINE INSTALlATION OR 6" -90' ELBOW SECTION A:A TOP V1£W TO STREIT FOR £ND-OF-LIN£ INSTALlATION THRUST BLOCK PER !RWD STD-510-L-A SIDE VIEW FACING "HOTEL DRIV£" FEBCO MODEL 876V DOUBLE CHECK ASSEMBLY AND FIRE DEPARTMENT 4-WA Y CONNECTION DETAIL CHECK VALVE TO __ BE PROVIDW NOT TO SCALE ----6"x 2)1' FOUR-WAY FIRE DEPT. CONNcCT/ON POTTER-ROEMER MODEL 5781 OR APPROVED £QUNAL£NT ------SIGN SHALL READ: ,.............,,.,. SPRINKLER SYSTEM 680 NEWPORT CENTER DRIVE METAL SIGN WITH 1" HIGH LETTERING ON A CLEARLY CONTRASTING BACKGROUND; PERMAN[NTL Y MOUNTED FIRE DEPT. CONNECTION NOT TO SCALE T££ A A TO BUILDING REAR VIEW TO PARKING STRUCTUR£ FACING "NEWPORT C£NT£R DRIVE" * NOTE: CONTRACTOR TO VERIFY LOCATION OF EXISTING SEWER POINTS OF CONNECTION PRIOR TO CONSTRUCT/ON. NOTIFY ENGINEER OF ANY DISCREPANCIES. 680 NEWPORT CENTER DRIVE IMPROVEMENT PLAN SEWER PROFILES AND DETAILS