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HomeMy WebLinkAboutW_5321_S:r: u < w CD t;; z ~ (.!) ~ ~ z "' ~ ~ I-"' "' ~ z 0 0 :::, "' m :r: u.. >-I- u ADAMS Alff.. CITY OF COSTA MESA "1CTORIA uJ > < 19TH <C e= z u.J u < _J o_ INDICATES AREA SHOWN ON LOCATION MAP ST. GENERAL NOTES VICINITY MAP BAKER ~ i;;i m ORANGE COAST I!, COLI.EGE ORANGE C . m !le ~ FAIRGROU "' " "' ~ WPORJ;,=~"°: BAY t ACI 1. ALL WORK DETAJLED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE C/1Y'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD 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 FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. J. STATIONING REFERS TO CENTERLINE OF STREET. 4. 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 OF THE NEW FACILITIES. 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 STREET ANO DRIVEWAYS. 7. SEWER, WATER ANO STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ANO IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-JJl 1. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS ANO PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE ANO COMPARABILITY WITH EXISTING CONSTRUCT/ON. 9. THE WALLS ANO FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTOR(S) SHALL OBTAJN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN No. 9 ABOVE. 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF Jo" OF COVER FROM SUBGRADE. 1J. ALL CONCRETE SHALL BE 540-C-J250. 14. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERMISSION PIPE SHALL BE MANUFACTURED PER ASTM D-JOJ4 SOR OR ASTM F-789. ALL FlmNGS SHALL BE PREFABRICATED FULL-BODY FlmNGS. PVC SEWER PIPE BEDDING SHALL BE J/4" CRUSHED ROCK FROM It BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND SHALL BE CONSOL/DA TED BY JETTING JEmNG PRIOR TO COMPLETION OF TRENCH BACKFILL. 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAJNED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AJR TESTING AND MANOR/LL/NG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES OMS/ON. THE DEV£LOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. 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 OBTAJNED. PRIVATE ENGINEER'S NOTE TO CONTRACTOR CITY OF IRVINE UNIVERSITY ~ U.C.I. I ~ ~ N.T.S. PUBLIC WORKS DEPARTMENT NOTES FOR UNDERGROUND PIPING FOR PAIVA TE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSTALLATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING FASHION ISLAND ATRIUM PARKING STRUCTURE DOMESTIC WATER AND FIRE WATER FACILITIES RELOCATION APPROVED: DATE: PUBLIC WORKS DIRECTOR APPROVED: DATE: UTILITIES DIRECTOR APPROVED: DATE: FIRE MARSHAL (FOR PRIVATE UNDERGROUND FIRE SYSTEM) DOMESTIC WATER NOTES FIRE/SPRINKLER S't'S I Erv1 NOTES 1. PRIOR TO INSTALLATIOfi,, REQUIRED PERMl'TS SHALL BE SECURED FROM THE CITY BUILDING DEt'ARTMENT. 2. INSTALLATION,, INSPECTION AND TESTING SHALL CONFORM WITH THE 1999 EDITION OF ,-,FPA STANDARD 1 J AND THE 1995 ADDITION OF NFPA STANDARD 24, INCLUDING ANY AMENDMENTS BY THE CITY OF NEWPORT BEACH FIRE DEPT. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABOVE GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY, ~~Nl8N.~ff\/Ef!Bo/%1JJbLWtfG v~'oVfl -ff/.irf1~!/ sP/ifNRfr~N HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. 3. APPROVED FIRE DEPARTMENT CONNECTIONS (FOG) SHALL BE LOCATED WITHIN 25' OF A PUBLIC FIRE HYDRANT. THE FOG SHALl BE ORIENTED TO FACE THE FIRE DEPARTMENT ACCESS ROAD. THE FOG 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 PAJNTED WHITE. 4. 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 DURABLE MATERIAL, PREFERABLY METAL. B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE. C. LETTERING ON THE SIGN SHALL BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTRASTING BACKGROUND. DEPARTMENT. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS, 2) FOR HYDROSTATIC TESTING, AND J) FOR FLUSH. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANCE. CALL CITY OF A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEV£LOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH STANDARDS. D. SIGNS ARE TO BE PERMANENTLY MOUNTED ON THE BUILDING ADJACENT TO THE F.D.C. OR ON THE F.D.C. AND MUST BE VISIBLE FROM THE ADJACENT ROADWAY. NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONLINE AT <HTTP:/ /WWW.CITY.NEWPORT-BEACH. CA. US>. J. INSTALLATION, INSPECTION, ANO TESTING SHALL CONFORM TO 1999 NFPA 1J AND 1995 NFPA 24. 4. DOUBLE CHECK BACK FLOW PREVENTION VALVE ASSEMBLY REQUIRED. CONTACT THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-JJII. 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. THE LOWEST OPERATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE AND THE HYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. 7. ALL PIPING SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 150 MINIMUM}. CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. 8. ALL FERROUS PIPE ANO FlmNGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENOS OF THE TUBE AND SPLICES MADE FOR "f S OF OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FOR UNDERGROUND USE. GAL VAN/ZING DOES NOT MEET THE REQUIREMENTS OF THIS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT DR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. 9. A 12" BED OF CLEAN FILL SANO SHALL BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24" ). 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. 11. A MINIMUM OF Jo" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF JS" COVER SHALL BE PROVIDED. 8. THE CITY OF NEWPORT BEACH'S ENGINEERING omcE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK. C. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 HOURS PRIOR TO START OF WORK. D. THE WATER SYSTEM IS TO BE STAKED BY THE DEV£LOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE CITY OF NEWPORT BEACH. F. ALL MAIN LINE VALVES SHALL BE MAINTAJNED SO AS TO BE ACCESSIBLE DURING TRACT DEV£LOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION PER THE CITY OF NEWPORT BEACH STANDARDS. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-/NCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-/NCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF J FEET FROM THE £CR OR BCR AT INTERSECTION. 12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAJNT, SHALL BE PROVIDED /. ALL WATER MAINS 6-/NCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA WHEREV£R PIPE CHANGES DIRECTION. C-900 PVC, UNLESS OTHERWISE NOTED. 13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING WATER 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER , 1 DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN WHICHEV£R IS GREATER1 SHALL BE WITNESSED BY AN NBFD INSPECTOR. THE TRENCH SHALL BE APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTION, BACK -FILLED BETWEEN THE JOINTS TO PREV£NT MOVEMENT OF PIPE. 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PRIOR TO TAPPING OF THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UNLESS OTHERWISE UNLESS A CITY OF NEWPORT BEACH INSPECTOR IS PRESENT. APPROVED BY THE NBFD INSPECTOR. NBFD INSPECTOR SHALL WITNESS THE FLUSH. K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER 16. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, POST INDICATING VALVES AND FIRE STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. FLUSH, RESPECTIVELY. WITH THE FINISH SURFACE. 17. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IF THEY SERVE 100 OR MORE SPRINKLER HEADS. L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRNEWAY AREA. 18. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL M. CURBS SHALL BE INSCRIBED WITH A "W' INDICATING LOCATIONS OF ALL DOMESTIC INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 1999 EDITION. WATER SERVICES BY USE OF 4" GRINDER. 19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPARTMENT STANDARD #F-1 (ATTACHED} SHOW SIGN ON PLAN. N. IND/VIOL/AL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING 20. POST INDICATOR VALVES SHALL BE SET SO THAT THE TOP OF POST WILL BE J6 INCHES ABOVE CODE IF AVERAGE STATIC PRESSURE IN THE MAJN IS 80 PSI OR MORE. FINAL GRADE. 21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS BY USE OF MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEV£L. 4" GRINDER. 22. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER 2J. BACKFILL SHALL BE WELL TAMPERED IN LAYERS AND WETTED UNDER AND AROUND PIPES TO SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO MINIMUM OF 12 INCHES ABOVE THE PIPE. Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FDR 24. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL CONDUCTIVITY, TURBIDITY, AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED ODOR MUST BE LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. ,r £. ALL SIGNS MUST STATE THE ADDRESS OF THE BUILDING BEING SERVED AND IDENTIFY THE TYPE OF SYSTEM SERVING THE BUILDING. SEE FIRE DEPT. STD. NO. F -1 FOR SIGN DETAILS. 5. EV£RY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE PRIVATE FIRE MAIN. 6. PRIVATE FIRE HYDRANTS SJ:Jt,4 BE AN APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2-1/:("_!~ND ONE 4• OUTLET. ALL OUTLETS SHALL BE PROVIDED WITH NATIOtfl,[ STANDAJ1D THRffq~· ALL FIRE HYDRANTS SHALL BE INSTALLED ON A 6 RISER. 4 OUTLETS SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROADS. THE LOWES PERATING NUT SHALL~, LOCATED A MltilMUM OF 18" ABOVE GRADE AND HYDRANT FLANGE, S A MINIMUM OF 2 ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCA A MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION /VALVES SHALL NOT BE LOCATED IN PARKING STALLS). FIRE DEPARTMENT NOTES 1. A 12" BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE {TOTAL 24") 2. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. J. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. 4. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IN THEY SERVE 100 OR MORE SPRINKLER HEADS. 5. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 1999 EDITION. !JOB ADDRESS 603 NEWPORT CENTER DRIVE, NEWPORT BEACH, CA 92660 ... EMERGENCY TELEPHONE NUMBERS AGENCY NUMBEBS SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2000 SOUTHERN CALIFORNIA EDISON COMPANY (BOO) 611-1911 SBC I AT&T (BOO) 750-2355 CITY OF NEWPORT BEACH (SEWER & WATER) (949} 644-3011 TIME WARNER (BBB) 892-2253 • 0 t? THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN FLOOR. A MINIMUM OF 2 INCHES CLEARANCE (INTERSTITIAL SPACE) SHALL BE PROVIDED WHERE THE BENCHMARK= BASIS OF BEARINGS D LOCATION MAP ! I N.T.S. N CEN 7 ALL PIPE SHALL BE APPROVED FOR USE IN "FIRE SERVICE SYSTEMS", • CLASS 200 MINIMUM. ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FlmNGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH 2" TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. B A MINIMUM OF J6" OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHALL • BE PROVIDED ABOVE PIPE. 9 THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL • BE PROVIDED WHEREV£R PIPE CHANGES DIRECTION. SEE CITY OF N.B. sm-5 to-L -A FOR DETAILS. 10 CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENI COMPLETE "CONTRACTOR'S" MATERIAL ' AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT THE TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 1999 EDITION 11. ALL FIRE RELATED COMPONENTS, FDC, PIV, BACKFLOW DEVICES SHALL BE PAINTED OSHA SAFETY RED FIELD INSPECTION NOTES AND REQUIREMENTS 1• 1o~f!t~Efi?!/Ef lJBNHJJufff~WRf8vAJg~Ejflf,l?J-J,N~s{g~~J0f14~g5F5 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. 3• ~s1W:f/Tg1f J,~fJu)lfTA1,iNii~/uWEP~~f~UfrE,f°Cvl#0o/!RWJNgfEDFIFJJo FIFTY PS/) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TRENCH SHALL BE BACKFILLED BETWEEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. 4• f{ird:E fflJi~ ~~}}M8~,.[;~U1'fm. iiw~'fl s1ff:;_£R~ECJN~t1J8t Irr ~iDE FT SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT S LL BE PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5 ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT • CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES. 6• ~~~llAiflCf/.~lfR s~~Ec~m;1~1d'fJVi i'Nfkfff/b.f ffltSTWisffJCK APPROVED BY TH{ CITY OF NEWPORT BEACH FIRE DEPT. 6. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THE 18 INCHES AND NOT MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. 7. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. 8. BACKFILL SHALL BE WELL TAMPERED IN LAYERS AND WETTED UNDER AND AROUND PIPES TO PREV£NT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE. 9. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL ANS SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHES CLEARENCE(INTERSTITIAL SPACE} SALL BE PR/VIDEO WHERE THE PIPE PASSES THROUGH THE FLOOR WALL. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-41 J 1 TWO WORKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SYMBOL LEGEND POWER POLE 0 TREE MANHOLE ca SHRUBBERY ---Ii_---CENTERLINE FIRE HYDRANT ~J.a.J.U.aL ASPHALT PAVEMENT ----S----SEWER LINE METER BOX iii""" :::;:;:;:;:;:: BRICKWALK -----',/-----WATER LINE □ ON THESE PLANS ARE OBTAJNED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF PIPE PASSES THROUGH THE FLOOR WALL. R. THE CONTRACTOR WORKING ON CITY OF NEWPORT BEACH WATERLINES MUST HAVE A C-J4 ~ OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE ----®----VALVE 1··:. • .• .-.• •:1 a'. PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ~--POWER POLE ANCHOR • • • • • • • • • • • • • O.C.B.M.: JK-55-99 THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N 31'32'29" w" (NAVO BB / 1995 BETWEEN O.C.S. HORIZONTAL CONTROL ___ G_ _ _ GAS LINE CONCRETE --E--POWER LINE ~ PROTECT THE UTILITIES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON SHEET INDEX s. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE A ~ a BUILDING ~ '(}/1-fr//Jc!JR:f.sPfloX3/~1fTt~Rs!/1&. ~;fo;~~~ gbN:r,gNf~Sf'"t,Z~~7oJi;Ef~DLINES SHEET NO. ~i~~ r;J; ~~/[s~~~~tff.GlONAL WATER QUALITY CONTROL BOARD PRIOR TO THE x~-x-~:%:ENT _u_uc_✓«_/ EXISTING CONSTRUCTION -TV--CABLEVISION LINE ~ SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. TITLE SHEET 1 BLOCKWALL -----PROPERTY LINE -SP --SPRINKLER SYSTEM r-.. E WATER PLAN 2 NEW CONSTRUCTION 3':1: STREET LIGHT 0 Jl---::;:::==:::;::=====================----.....::::::::::::;======:;::==============:::...----------.---------,-----------------=:::=====::;::::::==============-----====:;::===========:::;::;;;::;;;:::::;:;;:::::::::;::::;:;:::;:;;;;::;;;:=========:::::---1~ I CITYOFNEWFOHTBEAC/1 CITY OF NEWPORT BEACH PREPARED BY, DEVELOPER I OWNER, FASHIONsISLAND ·As-BU1Lr ~ ~ 1-----+---+------------------------t-----+---1 !§ fp:~ftGNfJ!JNS~~8ffJ~f:iJ{:1Jsfi!fwJ!s~1?NCEPT --~_·"'. r_._~~ • STANn«oNsu<nNG '"'· 9 lHE IRVINE COMR!Un' ATRIUM PARKING STRUCTURE § ACCURACY. ~ 19TECHNOLOGYDRIVE WI SANITARY SEWER, WATER, AND STORM DRAIN -l~-,..-----t-----t-,----,-----------------------t---t----t IRVINE, CA 92618 550 NEWPORT CENTER DRIVE FACILITIES RELOCATION d -■ APPAOYED Stantec 949.923.6000 """""·'"rn -."t--'c.-;.2r--+-1=0 -=-J1"-"-'07+-'AS_-_B_U1_Lf_PLAN __ -,---,--------------------+---+----1 --------pu=aL-,c-w=o---RK __ s_E. __ NG--,N=Er,=R-----DATE NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH PLAN CHECK NO. 0305-2007 ffi c:; 1 04/18/07 RELOCATED FIRE RISER (SHT 2) (949)720-2200 1 1 i~~M~O.~-=~=D,~M;n~r:~:::::::::::::::::R.~~~;w.~~;o.2w.;~::::::::::::::::::::::~;A:P,:~:-~~D,~M:~~~L------..::,:UTl~~~E~s~m~G=~~ER::.._ ______ ___:DA~TE~...J.-------L.::W~ES~L~~~H-~J~O~H~NS~O~N~J~R~--~R~.c~.E~-~4~5a~4~1~{~EX~P~.~1~2/~3~1/~0~8~}J... ________________ ..1., __ ~~~B~L.JC;;.;_W,;.;,.;.O~~~S;;_;;,D~~~ARTM.;;.;,;,;,;,;;;;E~~,;_ __ ~~SH~E==E~l...;;;;;;;;;;;;...O,;.;.F..,;;;;2;;;;;;...J~ ADJUSTMENT) STATIONS "GPS NO. 6268" AND "GPS NO. ELEVATION = 145.204' 6279" PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. - SITE AREA= 5 ACRES ./ -TEL-TELEPHONE LINE i <l. ~ ~ .., ' Q. I I //q I I I/ I ti I I I I I I -l - -::J _ -___r: \ .....__ .,,_ ~~L~~_J§:====~--------1----=----=-~----_--=--f_-f ~-ST~~ ,__ 7 1-199.22 F'S ------ ---; . 0. c::=--~~=---~ ,-----, ... -:-----:-----+--1 FLOW D WATER (PUBLIC) UNDERGROUND FIRE (PRNATE) APPROX. 4'-rJ'==::i-~-J:'=1='-::::ft''-7 DOUBLE CHECK DETECTOR ASSEMBLY FEBCO MODU 876 -SIZE PER PLAN (U.S.C. APPROVED) "x 2fi" FOUR-WAY FIRE DEPT. CONNECTION POTTER-ROEMER MODEL 5781-B OR APPROVED EQUIVALENT ROTATED TO FACE DRIVE AISLE "'(£....Y J....--6" WAFER CHECK VALVE ~-1--):::::::':f,,..-l----,SIGN SHALL READ: I¼ SPRINKLER SYSTEM 115 FORTUNE METAL SIGN WfTH 1" HIGH LETTERING ON A CLEARLY CONTRASITNG BACKGROUND; PERMANENTLY MOUNTED rt xll' Xft' VERTICAL TEE FOR IN-LINE INSTALLATION OR UIIE SIZE x if' REDUCII/G -9/l ELBOW ~""-':~ l---''--="--''-FOR END-OF-LINE INSTALLATION THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L -A FEBCO MODEL 876V DOUBLE CHECK ASSEMBLY A NOT TO SCALE 2 8" PVC FIRE LINE BUILDING EXTERIOR WALL 200.41 FS APPROX. 4' 8" D.I. FIRE LINE THRUST BLOCK qft'_' --= =----= SEE FIRE SPRINKLER PLANS FOR CONTINUATION PROPOSED TEMPORARY 8" D.I. BLIND FLANGE INSTALL MECHANICAL (RESTRAINED) JOINT SYSTEM ,--FINISHED FLOOR .1----.1-Ho-~-,.......,a...;,;~F_=....;196.20 rl -....___ WRAP D.I. RISER WITH 2.5" THICK SEMI-RIGID PLASITC FOAM WRAP TO ALLOW FLEXIBILITY. POUR SLAB AGAINST WRAP TO MAINTAIN 2" CLEAR OPENING AROUND D.I. PIPE. THICKENED SLAB PER STRUCTURAL PLANS INSTALL MECHANICAL (RESTRAINED) JOINT SYSTEM AT UBOW B" DUCTILE IRON (C-150 CLASS 53) 44 THRUST BLOCK 12" SLEEVE OR 12" CORE GRADE BEAM PER STRUCTURAL PLANS NOTES; 1. PIPE FITTINGS SHALL BE WRAPPED WITH TWO LAYERS OF 90-IB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL BE COATED WITH "DEVWRAP 142S" OR APPROVED EQUAL J. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR CLASS 100-E-100 SLURRY 4. THRUST BLOCK SHALL BE CLASS 560-C-3250 CONCRETE. FIRE SERVICE CONNECTION B TO RISER 2 NOT TO SCALE l \ : : I DO-I - -H n--t _ _J 11 11 ----11 H---p-7 11 11 ----H W----h □□ J 11 II _____ LJ I I I I -----,---, 11 11 I _L __ _ 11 I □□ I 11 n----11 11 L_=1---1, H----11 11 ,-=1-----1---j LJ __ J_DD I 11 I I L ::J--- -IJ 11 -II -----11 11 ,-=i---n I I 11-----l-□□ I 11 II L_:.r--H H----11 11 1 -1 --1---j IJ I I ---j-□□ I 11 L _ :_i---17 I I ----11 ---:7 11 1-1--........:-11 11 I □-r--17 LI L_..J II ---- 11 ----11 II _ II 11----r-_7._ _ -H 11 I □ I 11 H-----L-.-_..J ___ LJ I I I I w - ---,--_-,_ - -IJ 11 I O I 11 U __ -L: • II 11 -H I I I I n---r---,---H 11 I □ I 11 H - -----i..:-_-J--__ U I I I I LJ____ 11 11 r--7---n 11 I □ I 11 II ___ C_-r--H I I I I r:--,--7--:i u--.l--□_J __ u L _ _J 7 I _J n / /. / / I I I I I 1::----',----7 --, H ,,,,,, , . ~-.-~ -.-'l NVA , -r =---r_T_7=_:::1 _T--1 ,;-::,1 -,1-L '1 r--1 --,,, L _ _ I I. I & ,1 1, I I I I I I I I . I NVA rt :;-L - , I I~ I I □ I I I I I I I 1□ I I I 7'1====-;;....,t-'==!.j,,,--.....,...,,,,,.. , , I "' I L _ _Jj I I I I I I LL_J I ,, >~ I =~ "l I =~1 =~1 I =~1 =~ I =~1 I =~-'-II~ I, j 1=11El3il=-JlL!!_,._-_ L -::l .:: -_r: l ~-.C '"'~~~---~ -=- II( .OJ FS ::# 3::::.::::::.:::::==~-=-----=------1r: =------_-=-_-_------=-----~--=_-_-_-_--=--= - -+-1----11---~~4----,~------~T 'II c,;:199. "' fl TEE tt-A-¢~ 11",.~Q,";J. • t{: L GENERAL NOTES: \.---' 45"'BEND ~ l ~ .:.,.ye '\)" I,:.: L 221PB~ND r?:¥Xi\'i'!:,'-1 t>J5~"« b~-~fu? Cl, tlG¢ BENO CROSS 1-, TYPICAL THRUST l1LOCK :2. Thni~t blocb llhall bl!cr ll9"flt;I 1,11'1,jl:;.M"~ ~O~. ti,,:,eklill -1:Dffll'ncl•cl In 1(1D:,,; rel'(t11""' ((>IT'l)o)(cli...,._ ar d OIIS 100 ~ 100 daJny. Jo. ll1!afin11 "'"'."". L ,. 1-1 ,._,_,,. ",r,~tM: for lc1,l ,p,r-:»1.1ru, o1 2:25 P~ in morn.:; loid In o c:ohc:simll!n •r;,h (,;=O) ..,.:h rntemol o~, ~, rr,el,o!!rl <iF J.7, '1:1 'llnlt ,,..ltl,t -t'1 11<:I PtF, Gl"lo:l IJ, lro3l :!.ti" o1 ~•- <I. Bcur'iriG Uri!U~ L • H -"1!"t l;>t -Cl)p•ovedl b)I lhe (!fl~,-;,r whijr, m!WI~ (A) lloMr eg,;,in~t -..«,l,;er ao:.I lh,n clc~vlbW obu~'8. (8) hn..-e le~ thar, JG .,r .,,....,,.., (C) -.ill I>• l,o...tl!d cl m,;,r<;: !hill·, 2:2:r.i PSI "' (ll') ,1r11 11,;,l •1'0f"~ente<:I l)y c1 fit\h'!J" gr .i;ln• llf!Otl'I l'l~tc,1'1. • $, L 11 Qff,'ft?'irr.11l'lll;r "'!"iii kl II f1,1r :iJJJotlOJ (husl blocb. l, I~ l]"El(llElr trl(Jn tt 1~ !Org(!r lt.n.1$1 ~~~!. H ~MIi 11,;,t c.,c_,;,Q(j 1rimcll hc,llf',t, SH 51tt-106-l 1,;ir :.1111JO!k>rd lnn::h cln un1i,;,n5. THRUST BL OCK BEARING AREA L X H IN SQUARE FEET Fi11i"g .& Sr~a DetrdElrd r.u orCr05S 9DeRerrd -i5°BeJWJ im~Bt!nd JIG~ 1Jc11tf , .. 1.7 lA 2., 1.3 0,7 0.) 6" ,., ,a '-' 29 1.5 0.7 ,. ID ., •A " , .• u i,• 15.0 :U ,l 21.2 11.5 s.a H ,.. 26.0 ]7.6 :J1.6 20., I0.4 ,., ,.. lJ.7 U .6 47.6 :i;.s 11 1 •. , ,.. lH "'·' 114.fi 4.5.8 "·' 11.7 ,.. 9.1.6 ll2.2 13:U-11.S 36.S l:SJ CITY OF NEWPORT BEACH AFPRO!r""ED: PUBLJC WORKSnEP AT<'O•fillif THRUST BLOCKS Ra. N0.~106 !'UBI.IC WOJLXS DlEt:KJOR. Dn1,1,.n: M. Elia~ S,::;tk:N.T.5.. • • A. A b NOTES: 1. ALL WORK SHOWN HEREON JS CONTINGENT ON THE CONSTRUCTION OF PREVIOUS WATER WORKS SUBMITTAL (1900-2006) . 2. S/GNAGE SHALL BE INSTALLED PER, "NEWPORT BEACH FIRE DEPARTMENT STANDARD FIRE PREVENTION SPECIFICATIONS." WA TEA CONSTRUCTION NOTES @-INSTALL 8" FEBCO MODEL 876 DOUBLE DETECTOR ASSEMBLY, SEE DETAIL A ON SHEET 2. -1 EA. ©--INSTALL 8" PVC C-900 (CLASS 200) PER CITY OF NEWPORT BEACH STDS. -114 L.F. ffi @-INSTALL 8" FIRE OEPARTMENT CONNECTION. -1 EA. @--INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L-A. -5 EA. @-REMOVE PLUG. -2 EA. @---INSTALL J/4" WATERLINE PER CITY OF NEWPORT BEACH STANDARDS. -24 L.F. @-INSTALL J/4" PRESSURE REDUCING VALVE. -1 EA. GRAPHIC SCALE 10 20 "' I I I 00 I Dlt.W.1NG~o_._-"'Sc, -510-L-A ( IN FEET ) 1 inch = 20 ft. ·As-BUILr .-.;; ~ ,--,--,------------------------,----,;---7r--------------------,--------""T--------------------T"'"-------------------------------I~ g l----+----+-------------------1-------ae----lDEVELOPER: PREPARED BY: FASHION ISLAND g ! l-----+----1-----------+----+----I ,, lHE lmllNE CDNIPANY •~<WN'""~'"'-ATRIUM PARKING STRUCTURE § f iii'f IRVINE RETAIL PROPERTIES COMPANY 19 ffCHNOLOGY DRIVE WATER PLAN ,-r e 100 INNOVATION DRIVE IRVINE, CA 92618 ~ Stantec 949.923.6000 -·'= F- ;: 10/31/07 "AS-BUILf PLAN IRVINE, CA 92617 1----------------~--------------1d §i 1 04/18/07 RUOCATED FIRE RISER (949)720-3100 CITY OF NEWPORT BEACH PLAN CHECK NO. o3o5-2oo7 =i i ~S~H~E~E=T~~2~-~0~F~-~2~~~ __________________________ ...._M_'O;.;, . ....1,..;0,;,;,!4,;,,;,T!.,;;;"E...i.. ______ ....;1r,.;.;rn..;.;.;7s,;,;,~;;;;'ON.;.;,'S;;;,... _________ ..i..;A.;;,P,..;,'P..;, . ..,..;;;;DA..;,li;.;;;"E....,ji.;.P.;.R;.;;O.;,J;.EC;;.T...;.;M;;.A;..N;.;,AG;.;E;;,;,R.;.;,:..;P;..;ET;.;.;;E~B;.LU;;.;,M;;,;E;.R;_ ____ i.... ______ .w;,,:;E;:,;SL;;;EY.:...:,:H.;.. ,;;;JO;,H;;,;N;:,;SO;;,;;N;_J;;;,R;;.· ...;,;R;,;;.C;.:;.E;... ,;;,;45;:;B;,;:,4;..1 ~(E:;;;X::.,P;.:,.1 ~2/.;:3~1 /;_;;O;.:;B:;.J) ~---Pu_s_L_1c_w_o_RKS __ o_EP_A_R_TM_E_N_T ___ L..;;;.;.;;;;;.;;;.;_.;;;;;;;;;;;;;;....;~....;;;;;;;;;;;..J ~