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HomeMy WebLinkAboutW_5364_S' • • CITY OF COSTA MESA VICTORIA ST JOHN WAYNE ~ AIRPORT ~~ ~c,i :l" a ~ CITY OF IRVINE u~1\IERSIT1' HILLS PUBLIC WORKS DEPARTMENT PACIFIC COAST HIGHWAY WATER IMPROVEMENT PLAN [AT INTERSECTION OF PACIFIC COAST HIGH WAY AND DOVER DRIVE] C-XXXX APPRO\IED: _________________ _ DATE: ______ _ CONSTRUCTION NOTES AND QUANTITIES 0--INSTALL B" AWWA C-900 CL-200 PVC PIPE. ©-INSTALL 12" AWWA C-900 CL-200 PVC PIPE. Q)--INSTALL 6" AWWA C-900 CL-200 PVC PIPE. ©-INSTALL 12"X8" REDUCER PER CITY OF NEWPORT BEACH STD. 510-L-B. ©--INSTALL WATIER VALVE PER CITY OF NEWPORT BEACH STD. 508-L ©-INSTALL BEND (SIZE PER PLAN) & THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L-A. @-WELD ON 12" NOZZLE TO EXIST STIEEL LINE & LINE PER CITY REQUIREMENTS. ©-INSTALL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD. 500-L ©-INSTALL 8" DOUBLE CHECK BACKFLOW PREVENTION PER CITY OF NEWPORT BEACH STD_ 512-L. @---INSTALL 2" WATIER SERVICE PER CITY OF NEWPORT BEACH STD. 503-L. ®-INSTALL 12·x12·xa· TIEE & THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L-A. @-INSTALL a·xe" REDUCER PER CITY OF NEWPORT BEACH STD. 510-L-B. ®--INSTALL PRESSURE REDUCING STATION PER DETAIL ON SHEET 2. @-INSTALL 2" IRR. WATER SERVICE PER CITY OF NEWPORT BEACH STD. 503-L. 929 LF. 177 LF. 2 LF. 1 EA 1 EA 9 EA _ 1 EA 3 EA 1 EA 5 EA 1 EA 1 EA 1 EA 1 EA PROJECT LOCATION PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 DEMOLITION NOTES AND QUANT.IJIES VICINITY MAP NOT TO SCALE SYMBOL LEGEND ABBREVIATIONS (IN ADDITION TO CAL TRANS STD PLANS JULY 2004) • POWER POLE ARV AIR RELIEF VAL \IE osco SANITARY SEl'i£R CLEANOUT BEG BEGINNING BLK BLOCK QSMH SANITARY SEWER MANHOLE BVCS BEGIN VERTICAL CUR\IE STATION BVCE BEGIN VERTICAL CUR\IE ELEVATION <ti FIRE HYDRANT BX DRI\IEWA Y BOTTOM OF CURB CB CATCH BASIN IWM WATER METER BOX & SERVICE Cl CAST IRON CNB CITY OF NEWPORT BEACH □GM GAS METER t CENllERLINE CL CLASS 181 VAL\IE CLR CLEAR CA TV CABLE TV POl'i£R POLE ANCHOR E ELECTRIC (SCE) EVCE END 1/f.RTICAL CUR\IE ELEVATION b, MONUMENT EVCS END 1/f.RTICAL CUR\IE STATION EX EXISTING -x-x-x-FENCE FIJ roRCE MAIN F'L F'LOW LINE BLOCKWALL F'LG FLANGE e TREE GB GRADE BREAK GM GAS METER OCl SHRUBBERY GV GAS VAL\IE _ G/GAS GAS Ja. ~ .u,J .l,,tL ASPHALT PAVEMENT INT INllERSECTION IP&T IRON PIPE AND TAG !:!:::;:;;\:;:;:; BRICKWALK MIN MINIMUM MJ MECHANICAL JOINT j'-'.'. •.• • ···1 CONCRETE ,::.••:•.· : .' -:, NG NATURAL GROUND NTS NOT TO SCALE ~/a,,'//V/~ BUILDING NW NORTHl'i£S11ERL Y NO NUMBER ----EXISTING CONSTRUCTION PCH PACIFlC COAST HIGHWAY PROP PROPOSED ----PROPERTY LINE RCP REINrORCED CONCREllE PIPE RET RETAINING NEW CONSTRUCTION SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE ---t---CENTERLINE SCO CLEANOUT (SEl'i£R) SD STORM DRAIN ----s----SEWER LINE SDMH STORM DRAIN MANHOLE SQ SQUARE -··· Ill n WATER LINE S/SS SEl'i£R SSCO SANITARY SEl'i£R QEANOUT ---G---GAS LINE SSMH SANITARY SEl'i£R MANHOLE STL STEEL -E-POl'i£R LINE T/TEL llELEPHONE TSPB TRAFFlC SIGNAL PULLBOX -T TELEPHONE.LINE TV CABLE TELEVISION TX DRI\IEWA Y TOP OF CURB -CTV -CABLEVISION LINE W/ WITH W WAllER -SP--SPRINKLER SYSTEM WM WA TIER METIER WV WATIER VALVE 3J: STREET LIGHT --u-SIGN ~ WATER MEllER/VAL\IE BOX BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL STATION GPS NO. 6281 AND STATION GPS NO. 6280 BEING N89-42'10"W PER RECORDS ON FlLE IN THE OFFlCE OF THE ORANGE COUNTY SURVEYOR. APPROVED: __________________ DATIE: ______ _ CITY ENGINEER R.C.E. NO. 24967 Q 0 //i< .. ::{_'.,'., ••. {-:: • ...........--:' ' ~~r=~=::;;~~~~§c?~~'.!t;~ q t:rZti}'~t • "'• . ,_ ", '-'."; - GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTIED IN ACCORDANCE WITH THE "STANDARD SPEOFlCATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE cnYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACl'S SPEaAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOl'IN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1/f.RIFYNG THE AC"I\JAL LOCATION AND ELEVATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETIE SURrACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTIUTIES (e.g. WATIER VALVES. SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FlNISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PA\IEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH UNE AND GRADE or EXISTING IMPROVEMENTS UNLESS NOTED OTHER\\1SE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING or THE PROPOSED WORK AREA, AND RELOCATION COSTS or ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT. B. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATIER, ELECTRIC, GAS, STORM DRAINS. 9. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO INSTALL ANO MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNINGS SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL ALL THE FlNAL COMPLETION AND ACCEPTANCE or THE PROJECT BY THE COUNTY. A TRAFFlC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. BENCH MARK: . I ' r -/~,i;'' . .J ---=-~ -=:2~~El; ,~'""r=~~~~=:-i INDEX MAP 1· = 100' GENERAL NOTES (CONTINUED) 10. ASPHALTIC EMULSION (FOR SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT or THE ASPHALT SURrACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTI\IELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF lHE STATE ST AND ARD SP Ea Fl CATIONS. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 12. CONCRETE CURBS AND SIDEWALKS WITHIN CALTRANS R/W SHALL COMPLY l'IITH SECTION 73 OF CALTRANS STANDARD SPEORCATIONS, D"TED JULY 1999. 13. IF CULTURAL MATERIALS ARE DISCO\IERED IN OR ADJACENT TO THE CALTRANS RIGHT OF WAY DURING CONSTRUCTION ACTIVITIES, ALL EARlH MOVING ACTIVITY MUST STOP UNTIL A QUALIFlED CALTRANS ARCHAEOLOGIST CAN ASSESS THE FlND. 14. THE AGGREGATIE FOR ASPHALT CONCRETE (AC) SHALL BE TYPE "A" AND SHALL CONFORM TO THE 19-mm MAXIMUM COARSE (MC) GRADING REQUIREMENTS SPEOFlED IN SECTION 39-2.02 OF THE CALTRANS STANDARD SPECIFlCATIONS, JULY 1999. 15. THE GRADE OF ASPHALT BINDER TO BE MIXED WITH AGGREGATE FOR TYPE "A" ASPHALT CONCRETE SHALL BE GRADE PG 64-10 CONFORMING TO 11-IE PROVISIONS IN SECTION 92, • ASPHALTS" OF THE CAL lRANS STANDARD SPECIFlC PROVISIONS (XE 92-010...A1012-05). 16. RUBBERIZED ASPHALT CONCRETE TYPE ·c· (RAC-Gl SHALL BE 19-mm AND SHALL CONFORM TO THE REQUIREMENTS or CALIFORNIA DEPARTMENT or lRANSPORTATION, CALtRANS STANDARD SPECIAL PROVISION 39-400. 17. THE FULL DEPTH OF AC PAVEMENT SHALL BE PLACED IN UFTS IN ACCORDANCE 'MTH THE TABLE SHOl'IN IN SECTION 39.6-01 OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFlCATIONS (JULY, 1999). 18. PAVING ASPHALT TO BE USED IN THE ASPHALT-RUBBER BINDER SHALL BE GRADE 6416 AND SHALL CONrORM TO THE PROVISIONS IN SECTION 92, "ASPHALTS," OF THE CALlRANS STANDARD SPECIRCATIONS AND THESE SPECIAL PROVISIONS. THE PAVING ASPHALT FOR USE IN ASPHALT-RUBBER BINDER SHALL BE MOOIRED WITH AN ASPHALT MODIFlER. 19. TACK COAT SHALL BE APPLIED TO ALL 1/f.RTICAL SURrACES OF EXISTING PAVEMENT, CURB, GUTTER ANO TO ANY SURFACES AGAINST WrllCH ADDlllONAL MATERIALS ARE TO BE PLACED, AND TO A PAVEMENT TO BE SURFACED AND TO OTHER SURFACES DESIGNATED IN SPECIAL PROVISIONS. THE ROADWAY SURrACE SHOULD BE ORY AND FREE FROM DUSTY MATERIALS PRIOR TO THE PLACEMENT OF TACK COAT. [D-EXISTING ACP 6" WATER UNE TO BE REMOVED. [II-EXISTING FlRE HYDRANT TO BE REMOVED. rn-EXISTING WATIER VALVE TO BE REMOVED. [!)--EXISTING WATER METER TO BE REMO\IEO. SHEET [TI TITI.E SHEET I}] CONSTRUCTION PLAN INDEX GENERAL NOTES (CONTINUED) ' .... -"'I:;: • 722 LF. 2 EA 1 EA ....r-8 EA 20. ALL EARTHWORKS SHALL CONFORM TO THE REQUIREMENTS OF SECTION ·19 OF CALTRANS JULY 1999 EDITION OF STANDARD SPECIFlCATIONS, AND PROJECT SPECIAL PROVISIONS. COMPACTION or SOILS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 19-5 OF THE CALlRANS STANDARD SPECIFICATIONS. ANY TEMPORARY SLOPING SHEETING AND SHORING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. APPROPRIATE MEASURES SHALL BE TAKEN TO PRE\IENT DAMAGE TO ADJACENT STRUCTURES AND UTILITIES. IT SHOULD BE NOTED THAT IS THE RESPONSIBILITY or THE CONTRACTOR TO OVERSEE THE SAFETY or 11-IE WORKERS IN THE FlELD DURING CONSTRUCTION. THE CONTRACTOR SHALL CONFORM TO ALL APPLICABLE OCCUPATIONAL SAFETY AND HEAL TH ST AND ARDS, RULES, REGULATIONS, AND ORDERS EST ABU SHED BY THE STA TE OF CAUFORNIA. 21. IT IS IMPERATI\IE THAT SPECIAL ATTENTION IS GI\IEN TO THE MIX DESIGN, COMPACTION AND TEMPERATURE REQUIREMENTS FOR FLEXIBLE PA'IEMENT AS STATED IN CALTRANS STANDARD SPECIFICATIONS AND PROJECT STANDARD SPECIAL PROVISIONS-FOR ALL FLEXIBLE PAVEMENTS, SPECIAL ATTENTION MUST BE GIVEN TO THE MIX DESIGN ANO COMPACTION REQUIREMENTS. A COPY OF THE APPRO\IED MIX DESIGN (PLANT SAMPLING/LABORATORY TEST RESULTS FROM APPRO\IED /VERIFIED LABORATORY) FOR AC SHALL BE PROVIDED TO RESIDENT ENGINEER OFFlCE PRIOR TO PAVING OPERATION. A SUMMARY OF ALL FlELD COMPACTION RECORDS (RAC-G, AC. AC BASE AND AB) SHALL BE PROVIDED TO RESIDENT ENGINEER OFFlCE AT THE CONCWSION or THE CONSlRUCTION ACTIVITIES AND DURING THE PROJECT CLOSEOUT. A COPY OF ALL FlELO TEMPERATURE MEASUREMENTS IS REQUESTED TO BE SUBMITTED TO RE'S OFFICE AT PROJECT CLOSEOUT. 22. THE PROPORTION OF AGGREGATE, AMOUNT OF ASPHALT BINDER AND THE REQUIRED ASPHALT CONTENT SHALL COMPLY WITH CALlRANS STANDARD SPECIRCATIONS (JULY 1999). 23. IF ASPHALT CONCRETE BASE REQUIRED FOR THIS PROJECT, MATERIALS AND RESEARCH (M&R) BRANCH RECOMMENDS TYPE "A" ACB, AND SHALL COMPLY 111TH SECTION 39-2.02 AGGREGATE QUALITY AND GRADING OF • CALTRANS STANDARD SPEOFlCATIONS (JULY 1999) REQUIREMENTS. 24. THE EXISTING AC PA\IEMENT SHALL BE SAW-CUT TO FULL DEPlH TO PROVIDE A NEAT AND STRAIGHT PAVEMENT BREAK. THEN 11-IE JOINS BETWEEN THE EXISTING PA\IEMENT AND THE NEW PAVEf.tENT SHALL BE SEALED. A LAYER OF PRIIME COAT TO BE APPLIED BETWEEN ALL BONDED AND UNBOUNDED LAYERS. A LAYER OF TACK COAT SHALL BE APPLIED TO ALL VERTICAL-CUT FACES AND BETWEEN SUBSEQUENT AC LIFTS. i ~ .... ,; i= I ! .!., THE ELEVATIONS AND CONTOURS SHOl'IN HEREON ARE BASED ON THE F'OLLOWING BENCHMARK: ., :,- ESTABUSHED BY ORANGE COUNTY SUR\IEY 1970 IN THE SOUTH EAST PART or THE INTIERSECTION or D01/f.R ~ DRIVE AND 16TH STREET, BB rEET SOUTHEAST OF THE CENTERLINE OF DOVER DRIVE, 31 FT. SOUTHWEST OF ~ THE CENTERLINE OF 16TH STREET, BB FT. SOUTHEAST OF lHE CENlER MEDIAN, 2 FT. SOUTHEAST OF A -fi STREET STANDARD #1617, SET AT THE NORTHEAST CORNER OF A 4 FT. BY 15 FT. CONCRETIE CATCH BASIN. 0 ii! ELEV.: 68-628 F'EET (1995 ADJ.), CONTOUR INTERVAL = 1 FOOT-"\; l,-------------------T""----------....ii-------------------T"-----------...1 .... -----------------T"---------r-------..... -----r--------------,r--------,,~~~~...,.-+-,.,..-,--------------------1l APPROVAL RECOMIAENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED MARINER'S MILE GATEWAY EMERGENCY TELEPHONE NUMBERS DAY NIGHT ENG/N££R: SOUTHERN CALlrORNIA GAS COMPANY (800)-624-8153 (800)-624-8153 CALL TOLL FREE SOUTHERN CALIFORNIA EDISON COMPANY (B00)-611-1911 (800)-611-1911 611 611 1-800-422-4133 SBC-PACIFlC BELL CITY or NEWPORT BEACH (UTILITIES DEPARTMENT) (949)-644-3011 (949)-644-3717 BEFORE YOU DIG ORANGE COUNTY SANITATION OISllRICT (714~-962-2411 ADELPHIA ~ 714 -542-6222 (714)-644-6222 UNDERGROUND SERVICE ALERT 800)-422-4133 (B00)-422-4133 DRCi4 Development Resource Consultants, Inc. GENERAL SER'.ICES DIRECTOR UTIUTIES DIRECTOR R.C.E. NO. 25553 Civil Engineering , Land Surveying , Land Planning DA1E DATE B175 EAST KAISER BOULEVARD .:; 0 0 lRANSP &: DEV SERVICES MANAGER No. 39478 R.C.E. NO. 22045 Ekp. 12-31-07 DA1E C'/V\1- 2 r'f}_ WATERIMPROVEMENTPLANS] TITLE SHEET lii 1-=o:::ES1::GN=ED::tl.H::::i;l:0~R,.::::;\\N=JH=:1-c-1TY_o__:F:_N.:_E__:_w..:P::o::R:__T_B_E:=A:..:c:_H~:.=~ __ -__ ----1! CHECKED GRC DA1ED3/27/07 PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 , .... _______________ __. ___ ...;.. _____________ ;....;.... ___ ..;....;.. ___ ...,..._ __________________________ .,_ _______ .._ _______ .._ _______ .._ ______ ._ _ _,;;;;;..i......;,;;~,:,.;,;. .... _________ ..i. __ .;...,...;;...a:;. MCWO (949)-574-1000 (949)-631-1200 ANAHEIM HILLS, CA 92808 (714) 685-6860 t, \ • • i ., I I . "· I PRESSURE REDUCING STATION CONSTRUCTION NOTES: ©-CLAYTON PRESSURE REDUCING VALVf. ASSEMBLY WllH STAINLESS STEEL INTERNAL TRIM &' EPOXY COATED BODY. MODB. 690G-1BKCKG. ©-CLASS 52. MORTAR LINED, D.I.P. SPINDLE PIECE (FOE.) 12• LONG. ©-CLASS 52. MORTAR LINED, D.I.P. SPINDLE PIECE (FOE.) 12" LONG. FABRICATE l'rllH HARNESS LUGS. ©-DUCTILE IRON FLEX COUPLING. FORD, ROMAC, DRESSER OR APPROVf.D EQUIVALENT. ©-PIPE RESTRAINT HARNESS ASSEMBLY. HEAVY ANGLE OR "U-SHAPED" DUCTILE IRON LUGS {PREFERRED) WELDED TO SPINDLE PIECE. STAINLESS STEEL "AUL-THREAD" ROD. SHACKLE CLAMP & EYE BOLTS THRU FLANGE MAY BE SUBSTITUTED l'rlTH SPECIAL PERMISSION OF UTILITIES SUPT. ®-CLASS 52, MORTAR LINED, D.I.P. SPINDLE PIECE (FOE.) 36" LONG. FABRICATE W1TH HARNESS LUGS. ©-"LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE BETWEEN PIPE O.D. & ROUND, SLEEVf. LINED, VAULT OPENING. CAST SLEEVf. IN PLACE WITH VAULT. ®-90" BEND. MORTAR LINED D.I.P. W1TH MJ X FE ENDS & CONCRETE THRUST BLOCK. 0-AWNA C-900 CL-200 PVC PIPE OR, MORTAR LINED, PE ENCASED, DIP, CLASS 52. 0-ROUND, RECESSED DRAIN SUMP ALHAMBRA FOUNDRY PRECAST GRATING. 12• MINIMUM DEPTH & DIAMETER. ®-ADJUSTABLE PIPE SUPPORT PER STD-522-l. HOT DIP GALVANIZE AFTER FABRICATION AND PAINT. ©-RESILIENT SEATED BUTTERFLY VALVE l'rlTH "BURIED SERVICE OPERATOR". MJ X FE ENDS. ®-PRECAST VAULT W/ s• CONCRETE SLAB FLOOR. SECTIONAL VAULT MAY BE USED IN PARKWAY AREAS. CONTACT CNB UTILITIES DEPT. FOR APPROVED MANUFACllJRERS. . ®-REMOVE EXIST CEMENT COATING AND \IUD ON 12" NOZZLE TO EXIST 24" STEEL WATER LINE AND CEMENT COAT & LINE PER CITY REQUREMENTS. ©-DIAMOND PLATE ALUMINUM COVER IN PARKWAYS. DIAMOND PLATE STAINLESS STEEL FOR TRAFFC AREAS. SPRING ASSISTED, HINGED, lWO PIECE, LOCKING, COVER. ®--MJXMJ GATE VALVE. ©-INSTAUL 90' BEND LINED D.I.P. WITH FEXFE & CONCRETE THRUST BLOCK. ®-4• MJXMJ GATE VALVE. ©-4• CLAYTON PRESSURE REDUCING VALVE ASSEMBLY l'rlTH STAINLESS STEEL INTERNAL TRIM & EPOXY COATED BODY, MODEL 690G-1 BKCKG. 0-12·x12•x4• DIP FEXFEXMJ TEE. ©-4• CLASS 52 MORTAR LINED D.I.P. SPINDLE PIECE (FOE). 0-4" CLASS 52 MORTAR LINED D.I.P. SPINDLE PIECE {FOE) 12" LONG. PRESSURE REDUCING STAJ]ON GENERAL NOTES: 1. ALL ABOVE GRADE PIPING SHALL BE PAINTED WITH AN ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO (2) COOTS OF 2 MILS (EACH) HIGH GLOSS ENAMEL COLOR SHALL BE WHITE, BLUE OR RED. 2. ALL BELOW GRADE DUCTILE IRON FITTINGS AND PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP IN ACCORD 111TH AWWA STANDARDS. 3. ALL FLANGE JOINTS SHALL BE CONNECTED 111TH TYPE 316 STAINLESS STEEL FASTENERS. MECHANICAL JOINT SHALL BE JOINED WITH EITHER MALLEABLE IRON OR SELF-WEATHERING CORTEN STEEL. EXIST. R /W LINE "\ -- PROP. RETAINING WALL 12· MIN. '.19, I _J I rZ 'i€ =~ I,,, "--l_3/4" AGGR. BASE • u "' j:!: ---PROP. RETAINING WALL 12" PRESSURE REDUCING STATION DETAIL NTS SIZING: , LI <l 4 BACKFLOW ASSEMBLY PER --...... . ' 4 ONSITE PLANS (TYP.) -' ,::] <l <l . . ' ' ;;: ;;: ;;: ;;: ;;: tD :;I g ~ ..,: "' "' "' + + + cb + "' "' "' "' 2• !RR. WATER SERVICE ----- PER CITY OF NEWPORT ~ ~ ~ ~ ~-~/W\ BEACH STD. 503-L "' "' "' ,· --1--------I ~· t:--- • 2• WATER SERVICES \ PER CITY OF NEWPORT 'b BEACH STD. 503-L >--SIDEWALK cd M M M M M I',__ 2· WATER METER I L 'b PER CITY STD, "" (TYP) '-cuRB FACE 'b \_LIP ..,: 'b I "" . ' \_ I-3.0' -J-3.0' -J-3.0' -J-3.0' -J PROP. 8" WATER LINE 12" VALVE -72" W X 108" LONG WATER CONNECTION DETAIL NTS LINE TABLE LINE LENGTH BEARING L1 42.99 N71"46'28"W L2 10.00 N1813'32"E L3 25.36 N71"46'28"W L4 36.69 N1813'32"E L5 61.51 N05'49'38"E L6 10.14 N17'04'38"E L7 22.16 N39'34'38"E LB 482.64 N8+'34'38"E L9 2.27 N64"19'38"E uo 377.58 N88"12'08"E L11 1.14 N43"12'08"E CONSTRUCTION NOTES: . 0-INSTALL a• AWWA C-900 CL-200 PVC PIPE. 0-INSTALL 12" AWNA C-900 CL-200 PVC PIPE. 0--INSTALL 6" AWNA C-900 CL-200 PVC PIPE. ··-·' _-:_\·~- '•-', ; --:..._, .. ©-INSTALL 12·xa· REDUCER PER CITY OF NEWPORT BEACH STD. 510-L-B. ©-INSTALL WATER VALVE PER CITY OF NEWPORT BEACH STD. 508-L ~. ,, ' ©-INSTALL BEND {SIZE PER PLAN) & THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L-A . 0-ll'IEL~ ON 12" NOZZLE TO EXIST STEEL LINE & LINE PER CITY REQUIREMENTS. ©-INSTALL FIRE HYDRANT PER CITY OF NElll'ORT BEACH STD. 500-L ©-INSTALL a• DOUBLE CHECK BACKFLOW PREVENTION PER CITY OF NEWPORT BEACH STD. 512-L ®-INSTALL 2" WATER SERVICE PER CITY OF NElll'ORT BEACH STD. 503-L ®-INSTALL 12·x12·xs· TEE & THRUST BLOCK PER CITY OF NEll'l'ORT BEACH STD. 510-L-A. @-INSTALL a·xs· REDUCER PER CITY OF NEWPORT BEACH STD. 510-L-B. @--INSTALL PRESSURE REDUCING STATION PER DETAIL ON SHEET 2. @-INSTALL z• IRR, WATER SERVICE PER CITY OF NEWPORT BEACH STD. 503-L DEMOLITION NOTES: [j}-EXISTING 6" ACP WATER LINE TO BE REMOVED. [II-EXISTING FIRE HYDRANT TO BE REMOVED. I]}-EXSTING WATER VALVE TO BE REMOVED. ffi-EXISTING WATER METER TO BE REMOVED. • EXISTING INVERTS TO BE VERIFIED BY CONTRACTORS ON FIB.D 40' o· 40' 80' ---120' ---GRAPHIC SCALE: 1 "=40' i I ~ N -., ?-1! " ~ 1 a, 1i ! ------------------"'l'""-'"""1,--------r-----""'+-,'+,-"'T---------------------lz MARINER'S MILE GATEWAY ~ "' --.,:....-L->ooq,ca.L---• WATER IMPROVEMENT PLANS j CONSTRUCTION PLAN ~ 1-==-==l±:1;!:::::::===:l--------------,--------I J, DESIGNED JH ORA\IN JH CITY OF NEWPORT BEACH ~ 1-SH-EET--2-0F-2--1 ~. DAlE BY DESCRIPTION OF RE\1SIONS APP'D CHECKED GRC DA1ED3/27 /07 PUBLIC WORKS DEPARTMENT .,,-L_ ____ .....;_ ________________________________________________________________ ::2 • City of Newport Beach 100 Civic Center Drive, Newport Beach, CA 92660 Permit Counter Phone (949)644-3311 .1111111[111 ]Ill 11111 ~Ill ~11 lllil 11111 llllljlil JIii 1111 Permit No: N2014-0056 Online Inspection Request -www.newportbeachca.gov I Online Services Project No : 0993-2012 Inspection Requests Phone (949)644-3255 Job Address : 300 W COAST HWY NB Thomas:Guide: 889B7 Description : Water line scope includes installation of new 8-inch water line along the Coast Hwy frontage (CalTrans ROW) with specified in-line valves, new pressure reducing station per STD-521-L, new 8-inch fire line with DCDA, two (2) fi re hydrants per STD-500-L, new 1-inch irrigation service/meter/RP per STD-502-L, new 3-inch domestic water service/meter/RP per STD-514-L. Parcel#: 0492-807-3 - Legal Desc: TR 1210 LOT 4 POR OF LOT AND POR OF LOTS 5 & 6 Owner : MARINERS MILE GATEWAY LLC Phone : Address : Applicant: Phone : Address : 0 1234 E 17TH ST SANTA ANA, CA COAST WATER & POWER [ Special Cond. : Preconstruction meeting required with Utilities Division Alex Soto -(949) 718-3410 Permit Processing Fee : Agreement Fee : Traffic control Plan Check : Inspection Fee : Refundable Deposit: Street Tree Fee : Processed By : Utilities Approval : Traffic Approval : General Services Approval : $242.00 $0.00 $0.00 $0.00 $0.00 $0.00 Sewer Connection : 4TT Box Cover : Total Water Meters : Water Meter Connection : Total Water Meter Box : Adjustment : Date:_/_/ __ Date : _L1.P'l 1J:L. Date:_/_/ __ Date : _/_/ __ $0.00 $0.00 $536.00 $406.00 $46.14 $0.00 SCANNED REVIEWED Contractor : Phone : Address : COAST WATER & POWER 949-548-0106 PO BOX 3341 NEWPORT BEACH CA 92659 Contractor State Lie: 738400 License Expire : 07 31, 2015 Business License: BT96014951 Business Expire: 12 01, 2014 Workers' Compensation Insurance -- Carrier : STATE COMP INS FUND Policy No: 9073044-13 W. C. Expire : 10 01, 2014 Total Fee Paid: Balance: Receipt No : $4,388.14 $4,388.14 $0.00 Other Department : _________ Date :_/_/ __ Permit Denied : Issued Permit : ___ _,..-\-r_,_ _____ Date : _/_/ __ _ _____._17 ...... il~ __ Date : _\ pq/_11._