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HomeMy WebLinkAboutW_5394_SJAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR PACIFIC VIEW DRIVE PUBLIC WATER IMPROVEMENTS EAST OF MARGUERITE AVENUE F W O C ALI TY CI O F N E N I AR A H C RT OP B E VICINITY MAP PROJECT LOCATION GENERAL NOTES UNAUTHORIZED CHANGES AND USES EMERGENCY TELEPHONE NUMBERS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SHEET INDEX 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ALDEN & SSOCIATES 1902-925-001 3 TITLE SHEET PUBLIC WATER IMPROVEMENTS PACIFIC VIEW DRIVE PROJECT NO. LOCATION MAP CONSTRUCTION NOTES PUBLIC WORKS NOTES: W-5394-S CITY OF COSTA MESA RSl1Y PROJECT LOCATION SHEET NO. 1 2 3 DESCRIPTION TITLE SHEET -GENERAL NOTES WATER MAIN PLAN AND PROFILE SERVICE PROFILES 1. ALL WORK DETAILIED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTIED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION", 2016 EDITION AND SUPPLEMENTS TO DATIE, EXCEPT AS OTHERWISE STATIED IN THE CIT'f'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTIRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLIE RECORDS. THE ENGINEER DOES NOT ASSUME LIABILITY FOR TIHE ACCURACY OR EXISTENCE OF THE UNDERGROUND UTILITIES OR STRUCTURES AS REPORTED FROM THE RECORDS EXAMINED. IT SHALL BE THE CONTIRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (BOO) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION AND FIELD VERIFY THAT TIHE UTILITIES HAVE BITN MARKED BEFORE EXCAVATING. 3. ALL EXPOSED CONCRETIE SURFACES SHALL CONFORM IN GRADE. COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLIESS NOTIED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATIER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTIER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLIESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLIE□ TO THE ATTIENTION OF TIHE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATIED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTIRACTOR'S EXPENSE. 9. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR FIELD TESTS BY CONTACTING THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. PUBLIC WORKS DEPARTMENT 10. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STIREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLIESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER. SYMBOL -0-POWER POLE @ SEWER CLEANOUT © SEWER MANHOLE @ STORM DRAIN MANHOLE l>()<J FIRE HYDRANT 11111 WATER METER Ill[) STREET LIGHT PULL BOX lllil TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT '1) WATER VALVE c-GUY WIRE A SURVEY MONUMENT p SIGN ® VAULT VENT e TREE lli!I IRRIGATION CONTROL VALVE [I'll CABLIE TV PULL BOX " CORING LOCATION © ELECTRICAL MANHOLE [D ELECTRICAL PULL BOX ~i::'.i::'.~i::'.i::'.i::'.i::'.&CL:j BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---'t---CENTERLINE ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLIEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCK WALL NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB ARV ACP AC BC BCR BVC BLK CATV Cl 't CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STIL T w W/ LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY/EASEMENT AREAS. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITIE IS DAMAGED, NEW CONCRETIE SIDEWALK, CURB AND GUTTIER, AND AULEY /STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATIER METIER BOX, SEWER LATIERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETIERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLIE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3. ALL WORK RELATED TO WATIER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 5. PACIFIC VIEW DRIVE AND MARGUERITE AVENUE ARE ON THE CITY'S STREET-CUT MORATORIUM LIST. TIRENCHING/DAMAGE TO SAID STREETS AS A PART OF THIS PROJECT WILL REQUIRED EXTIENSIVE STREET REPAIR. DETAILS OF SUCH REPAIR WORK MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTIMENT. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASIS OF BEARINGS: THE CENTERLINE OF PACIFIC VIEW DRIVE HAVING A BEARING OF N 75"19'42" W AS SHOWN ON THE PARCEL MAP RECORDED IN BOOK 35, PAGE 2, OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARING FOR THIS DRAWING. CALL TOLL FREE 1-800-227-26001--------------------------1 BEFORE YOU DIG BENCHMARK: OCBM 3S-45-99 NAVD88 ELIEVATION = 251.761' YEAR LEVELIED 2011 BEING AN OCS ALUMINUM DISK SET IN THE TOP NORTHERLY CORNER OF A 4 FT. BY 8 FT CONC. CATCH BASIN. MONUMENT IS LOCATED IN THE EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND SAN JOAQUIN HILLS ROAD, 70 FT. S/E OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 135 FT. N/E OF THE CENTERLINE OF SAN JOAQUIN HILLS ROAD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. APPROVED: ________________________ _ APPROVED: ________________________ _ BIG CANYON RESERVOIR HARBOR DAY SCHOOL NOT TO SCALE DATE: ____ _ DATE: ____ _ 11. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWINGS. 12. CONTRACTOR SHALL VERIFY ALL EXISTING CONDrTIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 14. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER. 15. THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF WORK, INSPECT THE THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN SCHEDULE A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MONUMENTS. THE CONTRACTOR SHALL PROTIECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT ITS SOLE EXPENSE. THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OR CORNER RECORDS WITH THE COUNTY OF ORANGE UPON MONUMENT RESTORATION. 16. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY. 17. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO AND THROUGH THE WORK AT ALL TIMES. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, TRAFFIC SIGNAL EQUIPMENT (INCLUDING DETECTOR LOOPS) , STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF ITS OPERA'rlONS, AND WILL BE REQUIRED TO REPAIR. REMODEL OR REPLACE SAME TO TIHE SATISFACTION OF, AND AS DIRECTED BY THE ENGINEER OR UTILITY COMPANY. 19. THE CONTRACTOR SHALL CONDUCT ITS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES. 20. STATIONING REFERS TO CENTERLINE OF STREET. STREET WIDTH DIMENSIONS AND CURB LINE CURVE DATA REFERS TO FACE OF CURB UNLESS NOTIED OTHERWISE. NO. DESCRIPTION QUANTITY UNIT CONSTRUCT 8"MJ X 8"MJ X 8"FLANGE TEE WITIH B" MJ X FLANGE VALVE PER CITY OF NEWPORT BEACH STD-508-L. 2 CONSTRUCT 8" PVC AWWA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L 560 3 CONSTIRUCT ff PVC AWWA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L 140 4 CONSTRUCT 4" PVC AWWA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWIPORT BEACH STD-106-L 35 5 INSTALL DOUBLIE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY AND APPROPRIATE FITTINGS PER CITY OF 2 NEWPORT BEACH STD-517-L {SIZE PER PLAN). 6 CONNECT TO EXISTING COMMERCIAL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (RELOCATE/ADD GATE VALVE.) 7 CONNECT TO EXISTING DOMESTIC WATIER SERVICE PER CITY OF NEWPORT BEACH STANDARDS. 8 CONSTIRUCT t' IRRIGATION WATER SERVICE WITH HERSEY /MUELLER 1.5" MVR AMI WATER METER WITH t' DFW WATER MffiR BOX (CONTACT UTILITIES DEPARTMENT -CHRIS AUGER 949-611-3019) PER CITY OF NEWPORT BEACH STD-503-L 9 INSTALL ff"X6' AWWA C-110 D.I.P. MJ X MJ REDUCER WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-B. 10 ABANDON EXISTING WATIER LINE IN PLACE PER CITY OF NEWPORT BEACH SPECIFICATIONS. 11 INSTALL 4' REDUCED PRESSURE PRINCIPLE DEVICE PER CITY OF NEWPORT BEACH STD-520-L -B. 1 INSTALL of' AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH STD-508-L. @ INSTALL 6" AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH STD-508-L. 14 INSTALL g• AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH STD-508-L. 15 INSTALL ff'X8'X4" AWWA C-110 D.1.P. MJ X MJ X FLANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. 16 INSTALL ff'Xff'Xff AWWA C-110 D.I.P. MJ X MJ X FLANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. 17 INSTALL ff'X8"X8" AWWA C-110 D.I.P, MJ X MJ X FLANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. 18 INSTALL 6" AWWA C-110 D.I.P. MJ 45° ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. 19 INSTALL of' NEPTUNE COMPOUND MffiR (CONTACT FERGUSON WATERWORKS (NEPTUNE DISTRIBUTOR) -ADAM MILANSKAS 949-382-9393) PER CITY OF NEWPORT BEACH STD-514-L. INSTALL BOLLARD PER CITY OF NEWPORT BEACH STD-918-L. INSTALL ff'X6" AWWA C-110 D.I.P. MJ X MJ 90' ELBOW WITH CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. CONNECT PROPOSED WATER LINE WITH REQUIRED AWWA C-110 D.I.P. FITTINGS. REMOVE EXISTING VAULT AND RAISE EXISTING WATIER METER ABOVE GROUND. INSTALL NEW REDUCED PRESSURE PRINCIPLE DEVICE BEHIND METER PER CITY OF NEWPORT BEACH STD-520-L -8. 2 680 2 2 2 2 5 2 EA LF LF LF EA EA EA EA EA LF EA EA EA EA EA EA EA EA EA EA EA EA EA REPAIR STREET PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L -F AND SPECIAL CONDITIONS FOR 12,020 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR MORATORIUM STIREET/ALLEY TIRENCHING. KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 1--,,.c+---C-□-N-NE_C_T_P-RO_P_O_S_ED~WA-T-ER-LI-NE_TO_E-XI-ST-IN_G_D_O_U_BLIE_D_ET_E_CT_O_R_CH-E-CK-A-SS-E-MB-L-Y.---------t---t-EA-----l SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 1-----------------------------------------1 DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERs'', CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPUETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CIVIL ENGINEERS LAND SURVEYORS PLANNERS REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTIMENT TIME WARNER CABLE 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 MARIAN VADKERTI CONSUL TING ENGINEER'S NAME MARK VUKOJEVIC, P.E. UTILITIES DEPARTIMENT MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER MARIAN VADKERTI PE 72027 (949) 660-0110 FAX: 660-0418 ~ -//# ~ ~ 7/20/2020 DATE DESIGNED: DRAWN: CL CL CHECKED: DA TE· MV 07"/20/2020 DATE: --------DATE: -------- DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 542-6222 NIGHT (800) 427-2200 (800) 611-1911 611 (949) 644-3717 {714) 388-2000 SHEET OF NOPARKINGNO PARKING NO PARKINGNOPARKING NO PARKING CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ALDEN & SSOCIATES 3 1902-925-001 2 WATER MAIN PLAN AND PROFILE W-5394-S -----------1 --l-+---+---+---+--1--+--+---+---+-----11--t--+---+--+----t--+---+-----+---+--1--+--+---+---+-----11--t-----+--+----t--+---+---+---+---+--1----+---+---+-----11--t--+---+--=➔---+---~=t-=~-=i='----==+=---➔---=-+----+----t--+---+-----+---+--r · w -__ 0 _ ....-- - 2 ::::E i§: CAIST:-o ACr ~ ~ al WATER LINE I "' vl 31) FINISHE SURFACE~ ------+-- -------- ----310 3.07.8 INV ' 7.7 INV ./a\ @-PRC 4" PV \ / PR'0~"7fi'C - -2.;1 l--+----l--+--+--+--f----j--+--+--+--+---+--f----=t:=-:¼~=---l----f~~=---'-=f-'--==---+1----f--+-----J--+--+--+--+----f--f--+-+--+----jf--ffi'):~·''0~~•~"' h~,m•1~FY1;----+-+--+----jf---f---l®1PRtw:=:t'3Q~6.tf2MINVcr\+---+----+----{i JV 7 . , . •~;<U• PRbP. t' RVICE', l6 306.IL N _ --e----EXIST. pERVICE" r; 305. 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Pv• t---+---+----+----+--t---+---+----+----+----,t---+---+----+----+---t--+----+------+----+--t---+---+----+----+----,t---+------+----+---t--+----+----t----+----+--t------+----+----+----,t---+---+----+----+---t-----+----t----+----+--t---+---+----+----+----+---+----+----+---t--+----+----t---< PROFILE SCALE HORIZ.: 1" = 20' t---+---+----+----+--t---+---+----+----+----,t---+---+----+----+---t--+----+------+----+--t---+---+----+----+----,t---+------+----+---t--+----+----t----+----+--t------+----+----+----,t---+---+----+----+---t-----+----t----+----+--t---+---+----+----+----+---+----+----+---t--+----+----t---< VERT.: 1" = 4' 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 EXIST. fi' VCP SEWER LINE ~ \ > I EXIST. ATER ,...,.., '=-·-""¢{r,i,m ( 1 ' --'F--,_ uwJ 1 ~, -. Lio-.·· ----. -iST:5$~:0cvF "'1--/,_JX~ •. •· ----~ ;---.::; .. _fiit f§jfiljp:,;:,;:':0:0:::i::::::::::::::;:::::::~;~7 --.... ~{ '--J..._...) \ <( UJ I /llVE -... -, -' 'l 1 ,~-::_ ~~' (' ~~ -o ~\ \ /!IT]' (ti :~ I ~/--,'-~, -~JJRWATER \ °"' ~/~j )~~~,,~~~~~·~07,,j],?,/p~ _,,:,'f'@r ~°""' , ◊~:~~1 /f}\~ Je;.· ~ -~ I I BASIS OF BEARINGS: WATER CONSTRUCTION NOTES NO. DESCRIPTION UJ CONSTRUCT 8" MJ X 8" MJ X 8" FLANGE TEE WITH 8" MJ X FLANGE VALVE PER CITY OF NEWPORT BEACH SID-5D8-L. 2 CONSTRUCT 8" PVC Al/NIA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L 3 CONSTRUCT f5' PVC Al/NIA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. 4 CONSTRUCT 4" PVC Al/NIA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. -2, INSTALL DOUBLE CHECK DffiCTOR BACKFLOW PREVENTION ASSEMBLY AND APPROPRIATE FITTINGS PER CITY OF NEWPORT BEACH STD-517-L (SIZE PER PLAN). ~ CONNECT TO EXISTING COMMERCIAL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (RELOCATE/ADD GATE VALVE.) 7 CONNECT TO EXISTING DOMESTIC WATER SERVICE PER CITY OF NEWPORT BEACH STANDARDS. ~ CONSTRUCT i' IRRIGATION WATER SERVICE WITH HERSEY/MUELLER 1.5" MI/R AMI WATER METER WITH t' DFW WATER METER BOX (CONTACT UTILITIES DEPARTMENT -CHRIS AUGER 949-611-3019) PER CITY OF NEWPORT BEACH STD-503-L. (2,,, INSTALL 8"Xf5' AWWA C-110 D.I.P. MJ X MJ REDUCER WITH THRUST BLOCK PER CITY OF NEWPORT BEACH SID-510-L -B. 10 ABANDON EXISTING WATER LINE IN PLACE PER CITY OF NEWPORT BEACH SPECIFICATIONS. 11 INSTALL 4' REDUCED PRESSURE PRINCIPLE DEVICE PER CITY OF NEWPORT BEACH SID-520-L-B. 12 INSTALL 4" AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH SID-508-L. @ INSTALL f5' AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH SID-508-L. THE CENTERLINE OF PACIFIC VIEW DRIVE HAVING A BEARING OF N 75°19'42" W AS SHOWN ON THE PARCEL MAP RECORDED IN BOOK 35, PAGE 2, OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARING FOR THIS DRAWING. CIVIL ENGINEERS LAND SURVEYORS PLANNERS ~i~f[SS!O.f4, ~i~,1-\\ VAO,t f ~ t::;:J~ '-P ~ -2;; .,,.. % ~ No. 72027 ~ NO. DESCRIPTION 14 INSTALL 8" AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH SID-508-L ~ INSTALL 8"X8"X4" AWWA C-110 D.I.P. MJ X MJ X FlANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. -.)§, INSTALL 8"XffX6" AWWA C-110 D.I.P. MJ X MJ X FlANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. Q?; INSTALL 8"Xf5'Xff AWWA C-110 D.I.P. MJ X MJ X FlANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. J..§., INSTALL f5' AWWA C-110 D.I.P. MJ 45" ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. ~ INSTALL 4" NEPTUNE COMPOUND METER (CONTACT FERGUSON WATERWORKS (NEPTUNE DISTRIBUTOR) -ADAM MILANSKAS 949-382-9393) PER CITY OF NEWPORT BEACH STD-514-L. 0 INSTALL BOLLARD PER CITY OF NEWPORT BEACH STD-918-L. ,D INSTALL 8"X6" AWWA C-110 D.I.P. MJ X MJ 90" ELBOW WITH CONCRffi THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. CONNECT PROPOSED WATER LINE WITH REQUIRED AWWA C-110 D.I.P. FITTINGS. " REMOVE EXISTING VAULT AND RASE EXISTING WATER METER ABOVE GROUND. INSTALL NEW REDUCED PRESSURE PRINCIPLE DEVICE BEHIND METER PER CITY OF NEWPORT BEACH STD-520-L -8. ~ REP/IJR STREET PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L-F AND SPECIAL CONDITIONS FOR MORATORIUM STREET/ALLEY TRENCHING. (25; CONNECT PROPOSED WATER LINE TO EXISTING DOUBLE DffiCTOR CHECK ASSEMBLY. REVIEWED: MARIAN VADKERTI CONSULTING ENGINEER'S NAME BENCHMARK: OCBM 3S-45-99 NAVD88 ELEVATION = 251.761' YEAR LEVELED 2011 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 * Exp. 6-30-22 * BEING AN OCS ALUMINUM DISK SET IN THE TOP NORTHERLY CORNER OF A 4 FT. BY 8 FT CONC. CATCH BASIN. (949) 660-011° FAX: 660-0418 ~ C \. ~ DESIGNED: DRAWN: MONUMENT IS LOCATED IN THE EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND SAN ~-~ 7 /20/2020 "'"' or'vc~\.,~<::,'I,, CL CL DATE DESCRIPTION OF REVISIONS . . . APPROVED SCALE IN FEET 1 inch = 20 ft. NOTES 1. THIS PLAN IS INTENDED FOR PUBLIC WATER CONSTRUCTION ONLY. REFER TO ON-SITE SEWER AND WATER PLAN FOR PRIVATE SEWER AND WATER LINE CONSTRUCTION. 2. REFER TO UNDERGROUND FIRE PROTECTION PLAN FOR CONTINUATION OF PRIVATE FIRE SERVICE. 3. THE CONTRACTOR SHALL EXPOSE ALL PROPOSED POINTS OF CONNECTION TO THE EXISTING WATER M/IJN FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION BEGINS & NOTIFY ENGINEER OF ANY DISCREPANCIES. 4. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING CONSTRUCTION. 5, THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' CLEAR FOR ANY NEW SERVICE AND EXISTING VALVE/TEE. 6. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3' CLEAR BETWEEN THE BACKFLOW AND ANY STRUCTURE, CURB, SIDEWALK, ETC. 7. CONTRACTOR SHALL COORDINATE WITH NEWPORT WATER FOR VALVE & LINE SHUTDOWN. 8. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT. I.E. TRAFFIC SIGNAL, LIGHTING & TELEPHONE CONDUITS/WIRING, ETC. 9. CONTRACTOR SHALL REPLACE ANY DAMAGED FACILITIES DUE TO CONSTRUCTION EFFORTS. I.E. TRAFFIC SIGNAL, LIGHTING & TELEPHONE CONDUITS/WIRING, ETC. 10. ALL FITTINGS TO BE AWWA C-110 DUCTILE IRON. 11. ALL FITTING SHALL BE WRAPPED IN PLASTIC. 12. STAINLESS STEEL NUTS AND BOLTS WITH AN ANTI-SEIZE COMPOUND SHALL BE USED. 13. TRACING WIRE TO BE RUN ALONG THE TOP OF THE PIPE AND BROUGHT UP INTO THE VALVE BOXES. 14. PACIFIC 'v1EW DRIVE AND MARGUERITE AVENUE ARE ON THE CITY'S STREET-CUT MORATORIUM LIST. TRENCHING/DAMAGE TO SAID STREETS AS A PART OF THIS PROJECT WILL REQUIRED EXTENSIVE STREET REPAIR. DETAILS OF SUCH REP/IJR WORK MAY BE OBT/IJNED FROM THE PUBLIC WORKS DEPARTMENT. PUBLIC WATER IMPROVEMENTS PACIFIC VIEW DRIVE SHEET 19+00 OF - JOAQUIN HILLS ROAD, 70 FT. S/E OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 135 FT. N/E OF THE CHECKED: MV DAT0E7-120/2020 NO. CENTERLINE OF SAN JOAQUIN HILLS ROAD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. MARIAN VADKERTI PE 72027 DATE .__ __________ ......._ ___________________________________ _._ __________________________ ......._ ____ ..__'--'---'----'------'---------------------'-----'----------'----------------------'---------'~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ALDEN & SSOCIATES 3 1902-925-001 3 SERVICE PROFILES W-5394-S 31 . . - A . 31 - --30 - . . . . ' ' 30 9+50 31 . . " " . . 31 " . -30 + 30 . 31 • - r 31 . - + 30 . . " 30 . - R/W 315 31: I " - ' ' FINI HE SURFAC --" 0 -"\ __ r-I----310 30: - -' ' ' ' / ROP 304.3 I iv ~ l-1) 9)::::::1 P OP. 8" 'VG I"-..~ ~ 06. .. ' ""' •• D • n ' :TA: E~IST 8" IICFj I !) : ' . ' ' ' 9+'5 10 00 10 25 PROP. FIRE SUPPLY LINE AT STA.15+17.58 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' R/W I ' ' 310.66 FS rlNli HED SUF ~ACI I"""'-. --I • 308.7± .O.P. ,.,. •vn ~ (..._ ' o"71'\D C_l_ I " CJ vg ROP. t PVC 3 5.5 INV ' /J" .JIM.,--• ... PROP 2" PVC"' " 5.1± T.I .P. E 1ST. 8 c'1 I ' 3 5.2 INV/ ' ~ n ' --' STA:1 P+o D.00 ,v, . 8" PVC + -· INV 0 ,. 305 30" - 0+20.81 ·• -- . . ' ' 300 10 50 3 15 31 . . - . . 10 31 . . - 3 05 30 . - . --- . . 9+'5 10 00 10 25 EAST EXIST. DOMESTIC SERVICE AT STA.16+11.36 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' R/W ' ' I o, "' ·" '. " ,.,. -- r-I 'a • 08.li T.O P. (2 " P OP: 1.5" PV ' 3 6.2 INV \ I I RO . I.! "C C"f)C, ,:, rvv "'-, 17 ST/ 10+( 5.51 -• T n o; . . . E 1ST. 8" 'VU J 3 5.9 INV/ ' r~vr. ~-r~~ ' ( ....... ~ ' ' . 3 . 00 30 - 10 40 315 31 -- r -- 310 31 . -- ~ ~ + ~ C -,., -~ ~=-~ -. . --r ---~ -- '---.. ,. . 305 30 " ' . ,. ' -. 30 9+ '5 10 00 10 25 10 4 300 0 B+ 5 9+00 PROP. IRRIGATION SERVICE AT STA. 16+8327 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' BASIS OF BEARINGS: THE CENTERLINE OF PACIFIC VIEW DRIVE HAVING A BEARING OF N 75'19'42" W AS SHOWN ON THE PARCEL MAP RECORDED IN BOOK 35, PAGE 2, OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARING FOR THIS DRAWING. BENCHMARK: OCBM 3S-45-99 NAVD88 ELEVATION ~ 251.761' YEAR LEVELED 2011 BEING AN OCS ALUMINUM DISK SET IN THE TOP NORTHERLY CORNER OF A 4 FT. BY 8 FT CONC. CATCH BASIN. MONUMENT IS LOCATED IN THE EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND SAN JOAQUIN HILLS ROAD, 70 FT. S/E OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 135 FT. N/E OF THE CENTERLINE OF SAN JOAQUIN HILLS ROAD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. - R/W 310 I . n, -' / /' ·---•• •--I --' --J --.,,- 30 .4± INV 305 I • i JA:9 62.00 (7) 2 3 2.4 INV ~ , /, (M JCH EXISTINI . ' ' s~o.027± ' 31 0.6± T.O.P. I 1ST 8" VCRI 302.2 INV / ' PROP. 8" PVC ' ,..,.•,1n,nnnn ' ' . . . . ' ' ' ' ' 9+ '5 10+00 EXISTING WATER SERVICE AT 13+10.28 PROFILE HORIZ: 1" =20': VERT: 1" = 4' R/W I ' ' SZE) 10 25 -· "' -"' ,-- I (1 D,,, " . .. ORQP. ff' PVC --,-C '"" \3, I ~ PF OP. t,' PVC~ fl " , . ROP ff' PVC 31 5." T.O.P. ,TA:1 +o .26 -· ..... a '"'V / ..,,..,.. A "" ' I ROP. 8" PVC ' ' ,on: IV I V\/.VV ' . . . . . . . . . . .,, 9 5 10 00 10 25 EXIST. FIRE HYDRANT AT STA.16+28.36 PROFILE HORIZ: 1" =20': VERT: 1" = 4' INISHED SUF FACI ~ >-~ ......__ .. r --'" - ,n, " ""'"'· 0 ~· I\ PROP WATEF LIN -_\ -------' I ~---------------- -~ ~--.. -EX ST. ff' CP 3 ..... ' + -a 10 4 315 310 305 + 300 10 f<IO 300 295 0 3 1.30 FS - 0 ,o ff' PVC \ Q \ - T " - \ 1--.i. ~ ~ A:9 62,1 0 EXIST 8" CP V (J l ' . 9+25 9+50 PROP. FIRE LATERAL AT STA. 17+36.58 PROFILE HORIZ: 1" =20': VERT: 1" = 4' 302. ' . 9+ TO.P . ... 5 CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 ~.-~tf" 7/20/2020 MARIAN VADKERTI PE 72027 DATE ' . 11 R/W ,--. ~7.2 !~' n s A:9+98. 2 7 , .. "" PR bP. 6" Ive ' ,J ROP. ff PVC ;,, iiA:10+ .00 00 315 3 1· 310 3 1· 305 3 o: 300 3 10 2510 31 REVIEWED: MARIAN VADKERTI CONSULTING ENGINEER'S NAME DESIGNED: DRAWN: CL CL 31 . . - 31 A - + 30 -- -a 30 . . ' . CHECKED: DATE: MV 07/20/2020 NO. 3 3 3 3 1· ·- 1: o· ·- 9+50 ·• " + . ' R/W I ' ' 10.62 F c, ' ..., ~ ,,__ --, ,v, = / PROP 1.! , "C '"' (2 ' , " • ;-.... ,---.. PRC P. 1 5" P\IC\ ., ROP 1.!, >' C ',/? STA: Q+( 5.8! ,, .~ TO p df E~IST 8" "Cf\ I ' 30 ,.1 NV/ ' -' .. ' itA:1 D+O< .00 ' 9+'5 10 00 10+25 WEST EXIST. DOMESTIC SERVICE AT STA.15+98.86 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' R/W I ·• ' ' FINISHE ~ Sl RFA E-,,_ 10.99 s - I ----' --J -r ' ~) 'drl,~ '· ·"· '"' " "r ,nc R ,., \ y / '\ n, p OP. ff' PVC "' ~ 1, P'OP. ff' "VC 05. .,_ .O.P. i~A:1 D+l ! .50 " "" R \1/'P r ' I h ' 305.6 I V ' -' '" R" ' ST s:10+00. JO ' + . ' 3 . . 3 3 9+75 10 -00 10 25 10 h40 --- 30 .5 I ,ow,. ' STA:10 ,oo. . . . 1ST ff' 'CR ' EXIST. FIRE SERVICE AT STA.16+54.69 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' R/W -- --" / ~ -" - - " ~ 04) 30 '" " t. /PRO 0 I \ ' ' ,n .. ' '\ 30 .5 .0 .. PRO \ '} ' o .... .u, . 1ST IE CML-...._, ' ' . .3 O.P. P, 8 ~\ " ' . 8" PV ,. I'••· 9+'5 10 00 10· 25 10 -50 DATE PROP. FIRE SUPPLY LINE AT STA.17+69.04 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' DESCRIPTION OF REVISIONS 315 - 310 -- 305 -- 300 10 40 15 10 05 00 ' 10+711 8 315 310 305 300 0 APPROVED WATER CONSTRUCTION NOTES NO. DESCRIPTION (J) CONSTRUCT 8"MJ X a''MJ X 8"FLANGE TEE WITH 8" MJ X FLANGE VALVE PER Cl1Y OF NEWPORT BEACH STD-508-L. 2 CONSTRUCT 8" PVC AWWA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. 3 CONSTRUCT 8" PVC AWWA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. 4 CONSTRUCT 4" PVC AWWA C-900 (DR 14) WATER LINE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. ~ INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY AND APPROPRIATE FITTINGS PER CITY OF NEWPORT BEACH STD-517-L (SIZE PER PLAN). (.§) CONNECT TO EXISTING COMMERCIAL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (RELOCATE/ADD GATE VALVE.) 7 CONNECT TO EXISTING DOMESTIC WATER SERVICE PER CITY OF NEWPORT BEACH STANDARDS. ..§, CONSTRUCT 't IRRIGATION WATER SERVICE WITH HERSEY/MUELILER 1.5" MVR AMI WATER METER WITH 2" DFW WATER METER BOX (CONTACT UTILITIES DEPARTMENT -CHRIS AUGER 949-611-3019) PER CITY OF NEWPORT BEACH STD-503-L. ~ INSTALL 8"Xf5' AWWA C-110 D.I.P. MJ X MJ REDUCER WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -B. 10 ABANDON EXISTING WATER LINE IN PLACE PER CITY OF NEWPORT BEACH SPECIFICATIONS. 11 INSTALL 4" REDUCED PRESSURE PRINCIPLE DEVICE PER CITY OF NEWPORT BEACH STD-520-L-B. 12 INSTALL 4" AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH STD-508-L . .1_3 INSTALL 8" AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH STD-508-L . 14 INSTALL 8" AWWA C-110 D.I.P. MJ X FLANGE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH STD-508-L. .1_,i INSTALL 8"Xa''X4'' AWWA C-110 D.I.P. MJ X MJ X FLANGE TEE WITH THRUST BLOCK PER CfTY OF NEWPORT BEACH STD-510-L-A. Q§) Q§) INSTALL 8"Xa''X6" AWWA C-110 D.I.P. MJ X MJ X FLANGE TEE WITH THRUST BLOCK PER CfTY OF NEWPORT BEACH STD-510-L-A. INSTALL 8"Xa''X8" AWWA C-110 D.I.P. MJ X MJ X FLANGE TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. INSTALL 8" AWWA C-110 D.I.P. MJ 45' ELBOW WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. INSTALL 4" NEPTUNE COMPOUND METER (CONTACT FERGUSON WATERWORKS {NEPTUNE DISTRIBUTOR) -ADAM MILANSKAS 949-382-9393) PER CITY OF NEWPORT BEACH STD-514-L. <20 INSTALL BOLLARD PER CfTY OF NEWPORT BEACH STD-918-L. ~ INSTALL 8"Xf5' AWWA C-110 D.I.P. MJ X MJ 90' ELBOW WITH CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. '' CONNECT PROPOSED WATER LINE WITH REQUIRED AWWA C-110 D.I.P. FITTINGS. ., REMOVE EXISTING VAULT AND RAISE EXISTING WATER METER ABOVE GROUND. INSTALL NEW REDUCED PRESSURE PRINCIPLE DEVICE BEHIND METER PER CITY OF NEWPORT BEACH STD-520-L -B. (8) REPAIR STREET PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L-F AND SPECIAL CONDITIONS FOR MORATORIUM STREET/ALJLEY TRENCHING. (25) CONNECT PROPOSED WATER LINE TO EXISTING DOUBLE DETECTOR CHECK ASSEMBLY. NOTES: 1. THIS PLAN IS INTENDED FOR PUBLIC WATER CONSTRUCTION ONLY. REFER TO ON-SITE SEWER AND WATER PLAN FOR PRIVATE SEWER AND WATER LINE CONSTRUCTION. 2. REFER TO UNDERGROUND FIRE PROTECTION PLAN FOR CONTINUATION OF PRIVATE FIRE SERVICE. 3. THE CONTRACTOR SHALL EXPOSE ALL PROPOSED POINTS OF CONNECTION TO THE EXISTING WATER MAIN FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION BEGINS & NOTIFY ENGINEER OF ANY DISCREPANCIES. 4. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' CLEAR FOR ANY NEW SERVICE AND EXISTING VALVE/TEE. 6. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3' CLEAR BETWEEN THE BACKFLOW AND ANY STRUCTURE, CURB, SIDEWALK, ETC. 7. CONTRACTOR SHALL COORDINATE WITH NEWPORT WATER FOR VALVE & LINE SHUTDOWN. 8. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT. I.E. TRAFFIC SIGNAL, LIGHTING & TELEPHONE CONDUITS/WIRING, ETC. 9. CONTRACTOR SHALL REPLACE ANY DAMAGED FACILITIES DUE TO CONSTRUCTION EFFORTS. I.E. TRAFFIC SIGNAL, LIGHTING & TELEPHONE CONDUITS/WIRING, ETC. 10. ALL FITTINGS TO BE AWWA C-110 DUCTILE IRON. 11. ALL FITTING SHALL BE WRAPPED IN PLASTIC. 12. STAINLESS STEEL NUTS AND BOLTS WITH AN ANTI-SEIZE COMPOUND SHALL BE USED. 13. TRACING WIRE TO BE RUN ALONG THE TOP OF THE PIPE AND BROUGHT UP INTO THE VALVE BOXES. 14. PACIFIC VIEW DRrvE AND MARGUERITE AVENUE ARE ON THE CITY'S STREET-CUT MORATORIUM UST. TRENCHING/DAMAGE TO SAID STREETS AS A PART OF THIS PROJECT WILL REQUIRED EXTENSIVE STREET REPPJR. DETAILS OF SUCH REPPJR WORK MAY BE OBTAINED FROM THE PUBUC WORKS DEPARTMENT. 31 - 31 . . . 30 A ' -. 30 R/W 315 I ' ' " 0 ""' ' / -----~ i-- r,; 307.8 INV '-.; 12) ' ,no n OP 310 P OP. 4" PVC"\,_ / ' PR P. " PVC ' / ---'\ o-,,u, ,v ' '\ ., C ... ' ... I ' 4•}k " PVC EXI ;r 8" VCFII p OP. PR P. V,7 ~ lt.ll: / \.V a .. .. ..... PR PP, ff PVC ' 305 J fl• I -• --•--• 1,.-. ' "" 1 fi" , .... ~ ' ' ' ' ' ' ' ' ' . . . . . 300 9+ 5 10 00 10 25 10· 50 10 60 PROP. DOMESTIC WATER SERVICE AT STA.17+74.04 PROFILE HORIZ: 1" = 20': VERT: 1" = 4' PUBLIC WATER IMPROVEMENTS PACIFIC VIEW DRIVE SHEET OF