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W_5381_S
CITY OF NE PORT BEACH PUBLIC WORKS DEPARTMENT ATER TRANSMISSION MAIN VAL VE REPLACEMENT C-7539-1 I \ /) ,/\ APPROVED: Vc,_..k./ 1 d,, lc:JJA..;.,, PUBLIC WORKS 61RECTOR R.C.E. NO. 47961 DATE: R.C.E. NO. 46214 0 L "' L L 0 _n ..c a. "' 00 0 ·- E a. O'.J N N - -8 / (J] f-w w I (J] / C: O> 00 "' 0 0 C: 0:: / (J] C-7539-1 Gi ~ r--------"""'T--....-----i:-----,---------------,r-----r----.,......---------------,----,---------r-------------------------;/ (fJ APPROVAL RECOMMENDED RE~Ev.£D: WATER TRANSMISSION MAIN ~ p S O M A S 1--+-----+-----------+-----l-±~~~"':::::/;-;;c-VALVE REPLACEMENT f 3 Hutton Centre Drive 70740 TITLE S HEET :g Suite 200 1-----l-------l-----------------l-----/-:=S::':EN:c::IO~R~C"'71~~EN~l:7'NE::::ER.:.,._+-------------------,--:-;:-;--:;::-:::-:--=----i ~ r;1"1f ;5~":_7~~3 Fax (714) 545-8883 DESIGNED: BH DRAWN: CADD CITY OF NEWPORT BEACH t---W_-_5_3_8_1_-_s---1 ~ 'f: 3-f '1__ NO. DAlE DESCRIPTION OF RE~SIONS APPROVED CHECKED: JB DAlE~EB. 2019 PUBLIC WORKS DEPARTMENT SHEET 1 OF 13 ,,, L-----------------------------------------L----:---....;. __ .__ ______ .__ ___________ ..1..._.._ __ ....... ______________ ..__ ........ ___ .::::.i.,_..:.=:..:a;:.:.::.i... ________________ _. _____ ___.:::; 1,1~~1~2: UTILITIES DIRECTOR . DAlE 2 SHT. NO.DESCRIPTION W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT CITY OF NEWPORT BEACH GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2012 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACT'S SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT {949) 644-3011. 3. THE CITY OF NEWPORT BEACH FIRE DEPARlMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT 811. 5. EXISTING UNDERGROUND STRUCTURES; THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES (PIPES, CONDUITS OR STRUCTURES) SHOWN ON THE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTIVITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 6. THE WALL AND 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 WI--IEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO START OF WORK. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 10. CONSTRUCTION WORK HOURS SHALL BE 7:00 AM TO 4:30 PM MONDAY THROUGH FRIDAY, EXCWDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE PROJECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS. 12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 13. TRAFFIC CONTROL WITHIN THE PUBLIC STREET RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), 2012 OR MOST RECENT EDITION AND ANY CITY OF NEWPORT BEACH REQUIREMENTs. THE CONTRACTOR SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFFIC CONTROL AND PAVEMENT MARKINGS. 14. BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED AT CONTRACTOR'S EXPENSE BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. 15, STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE OF THE PIPE. STATIONS SHOWN ARE VERTICAL PRO.ECTIONS ALONG THE CENTERLINE OF PIPE. DISTANCES SHOWN IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 16. WATER MAINS SHALL HAVE A 36" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED ON THE PLANS. 17. ALL IMPROVEMENTS SHALL BE INSTALLED PER REFERENCED DETAIL AND/OR STANDARD DRAWING SHOWN IN IMPROVEMENT SCHEDULE. 18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 19. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 21. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 22. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 23. ALL CONCRETE SIDEWALKS, CROSS GUTTERS, AND CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 24. ALL PCC AND AC PAVEMENT REMOVALS SHALL BE OUlllNED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 25. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 26. ALL TRAFFIC SIGNAL CONDUIT AND LOOPS HAVE NOT BEEN SHOWN ON THESE PLANS. CONTRACTOR TO DETERMINE LOCATION OF ALL IMPACTED FACILITIES AND REPLACE ALL TRAFFIC SIGNAL CONDUITS AND LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC, STRIPING, MARKER AND MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS, STREET LIGHT CONDUIT$, STRUCTURES, TREES, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, CITY OF NEWPORT BEACH, THE ENGINEER, UTILITY COMPANY OR PROPERTY OWNER. 28. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE EFIFECTIVENESS OF WI--IICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. 29. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 30. AT THE END OF EACH WORK DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 31. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO ALL LANES OF TRAFFIC CAN BE OPEN. STEEL PLATE SHALL BE TACKED DOWN AND SPIKED AND TEMPORARY AC PLACED AS REQUIRED BY THE REGULA TORY AGENCY. 32. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS. THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM. 33. CONTRACTOR SHALL ADJUST CITY UTILITIES (I.E. WATER VAULTS, WATER VALVES, sec, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLE FRAMES AND COVERS) TO FINISHED GRADE PER CITY STANDARDS. 34. ALL HARDWARE FOR FLANGES JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINT$, TRANSITION COUPLINGS, MECHANICAL JOINT HARDWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 35. ALL FLANGED JOINTS SHALL BE JOINED WITH CLOTH REINFORCED BUTA-N RUBBER FULL FACED GASKETS. 36. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ACCESS PITS AND TRENCHES AND DISPOSING OF WATER AS REQUIRED BY CONTRACT DOCUMENTS AND APPLICABLE NPDES PERMITS AND FEDERAL, STATE, AND LOCAL GOVERNMENT REQUIREMENTS. A GEOTECHNICAL REPORT HAS !il2I BEEN PERFORMED FOR THIS PROJECT. 37. HIGH VOLTAGE STREET LIGHT CIRCUITS (5KV AND 240 VAC) MUST BE DISCONNECTED BEFORE DIGGING AND RECONNECTED AT THE END OF EACH WORK DAY. UTILITIES STAFF SHALL COORDINATE POWER DISCONNECTION. UTILITIES STAFF SHALL BE NOTIFIED IMMEDIATELY IF CONDUITS ARE EXPOSED OR DAMAGED. SHEET INDEX OJ TITLE SHEET (!] CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, PUBLIC AGENCIES [}] VALVE S12-150 -EASTBLUFF DR AND JAMBOREE RD 0 VALVE R11_125 -EASTBLUFF DR AND BACK BAY DR ~ VALVE R11_174 -EASTBLUFF DR SOUTH OF CACAO ST (!] VALVE Q11_064 -EASTBLUFF DR AND BIXIA ST (I] VALVE Q11_113 -EASTBWFF DR AND VISTA DEL ORO (!] VALVE P11_092 -EASTBWFF DR SOUTH OF ALBA ST [!] VALVE N11....244 -SAN JOAQUIN HILLS RD NORTH OF SANTA ROSA DR 1101 VALVE M12-049 -SAN JOAQUIN HILLS RD NORTH OF AVOCADO AVE IT!] VALVE L12....217 AND L12....262 -SAN JOAQUIN HILLS RD AND CROWN DR NORTH 1121 VALVE K13_104 -SAN JOAQUIN HILLS RD AND MARGUERITE AVE 1131 DETAIL SHEET PUBLIC AGENCIES AND UTILITIES CITY OF NEWPORT BEACH (UTILITIES) AT&T DISTRIBUTION ORANGE COUNTY SANITATION SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS TIME WARNER CABLE UNDERGROUND SERVICE ALERT SHEET7 SHEETS (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) (714) 618-9116 (714) 593-7326 (714) 796-9932 (714) 834-3083 (714) 715-4706 811 SHEETS 1 i NOT TO SCALE CITY OF COSTA MESA I''" <, SHEET1 AREA INDEX MAPS P11c1Ftc JOHN WAYNE AIRPORT CITY OF IRVINE NII/ERS11'< 1>,\/E VICINITY MAP PROJECT L.00A710N NOT TO SCALE " ~ ., i:: " .a ..c a. ., rn .Q, "' ~ "O N 0 Cl / en r-w w :r: ~ C "' rn ., 0 " C 5-en "' en ..--------...... ---------------,,---,-----..-----------------...... ----,,----------,,-----------------------------~ en w REVIEWED: g: PSOMAS~----------~ ,; ~ 0 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1---+-----+-------------------+------1 PATRICK ARCINIEGA, RCE 70740 CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, :g SENIOR ENGINEER PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP AND VICINITY MAP "' l----+----+------------------+------l-::D~ES:::'.IG:::'.N:=ED:":=--r.:D:::R':':AWN::::-":--t----------------------.---------1~ BH CADD !z! i--------------1 "!- DATE: / NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JB FEB. 2019 SHEET OF .._ ________________________________________________________ ...__ _______ ...._ ______________ ..__..._ ___ ..._ ________________ ...._ __ __, ___ ...... ""'-_""""' ...... """"'.._ ___________________ ....., ______ ___.::. / / / / / >' HIGH VOLTAGE SlREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING. SEE DETAIL 2 MATERIAL LIST INSTALL 18" CML & C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L. INSTALL 18" BUTT-SlRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L. lRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L. INSTALL BONDING WIRES OF NO. 4 AWG SlRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONlRACTOR PER CITY OF NEWPORT BEACH DWG NO. 510-L-C, DWG NO. 510-L-A, AND FIELD CONDITIONS. @ lRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. DEMOLmON 1\10 I Ets 0 REMOVE AND DISPOSE OF 6 FT DIAMETER VALVE STRUCTURE UP TO VAULT FLOOR. 0 REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. i-.u IE$ TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONlRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONlRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. CONlRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSlRUCTION. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONlRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSlRUCTION, CONlRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONlRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. - a /. • I 66' • ~ • tr IJJ I tr 0 J ~ I EX. CURB 0 10 20 30 40 - -- -SCALE: 1" = 20' LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED ,-7 L -_J LIMllS OF lRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES ~ I in ' 6" AC OVER 8~ \ AGGREGATE BASE \ \ . )., ~ ~~ ~ ,.,...,., ' ____.._..____.. "'-l..,l>oi -- 18" MIN. 16'-2"± rEX. ASPHALT SURFACE ' 7 I "i.'i"""ii.'i'"i."i'""io' ~· --~JL_ ____ .J<~ 18" MIN. 3'-0"± c--.--------" 1----ii------i • . ,-3'-0"± 1--.::_..:....::...__-1----1 ~ I in 1 l----1 1·-o·L__ 6'-0"± ' • ~ G) I 1·-0· I I \ -'--------+" - -----l I- \/ 7"± ~ I ~ I ' • ~ ~ -----__ .L._--L---------'----'-----------_j__-'---__ _J 6" AC OVER 8" AGGREGATE BASE ----4 4 ;J 4 EXISTING SECTION EX. ASPHALT SURFACE 15'-8"± j 12'-8"± 118" MIN. I EX. 18" RCCP~'-------- ~ ___ -_J -- 2'-0"± 8'-8"± I 2'-0"± I EXISTING SECTION EX. 18" RCCP PROTECT IN PLACE DETAIL 1 SCALE: 1 /2" • 1 '-o•• 18" MIN. -• EX. 18" RCCP PROTECT IN PLACE DETAIL2 SCALE: 1/2" = 1'-0"' __J 14 APPROXIMATE SURFACE AREA 16'-0" x 6'-0" 13'-2"± 9'-2"± 4 REPLACE WITH 1 • THICKER A.C. THAN EX. A.C. SECTION. I . . L . 4 "· EX. 18" RCCP PROTECT IN PLACE PROPOSED SECTION ~APPROXIMATE SURFACE l AREA 15'-8" x 6'-0" 12'-8"± 5 4 / REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. 4 5 EX. 18" RCCP PROTECT IN PLACE __J L " .. <I. ._-_-.· -·--- ®-. 4 ., ., " 4 4 ., PROPOSED SECTION " L ~ L " .n ..c: Q_ Q) "' .Q, E Q_ -.j-"' " C: 5- Cfl REVIEWED: C-7539-1 vi .--------,---------------,,---,-----,-----------------,----r--------'T"""---------------------------1~ Cf) w ~ PSOMAs~-+---------+~ WATER TRANSMISSION MAIN VALVE REPLACEMENT <( 3'; / -0 3 Hutton Centre Drive Suite 200 Santo Ano, CA (714) 751-7373 Fox (714) 545-8883 1-------1----+----------------+-----1 PATRICK ARCINIEGA, RCE 70740 VALVE S12 150-EASTBLUFF DR. AND JAMBOREE RD. ~ SENIOR ENGINEER "' 1---1-----1------------------+------t'.D::E::::Sl-:::GN-:::ED'::':~'"i"::D:::R':':Al'fN::':"'-: ---;--------------------r-W-5_3_8_1_S_-I~ BH CADD CITY OF NEWPORT BEACH - -!a! NO. DA1E DESCRIPTION OF REVISIONS APPROVED CHECKED: JB DA1E~EB. 2019 PUBLIC WORKS DEPARTMENT SHEET 3 OF 13 ~ ...._ _____________________________________________________ ...L,. _______ ....1... _____________ ..J..._..J... ___ ..J... _______________ ___J, __ _JL..,_ __ ~~-!:..:2~~-------------------...L--..:::...-__.:_.:::......J::;a VALVE R11_125 - EASTBLUFF DR. AND BACK BAY DR. 4 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT ... . . . ·-------------- 0 ® © -------- MATERIAL UST • • • • • t•.•. • • • • • • \ \ INSTALL 18" CML & C STEEL PIPE SPOOL PER CITY OF NEWl'ORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWl'ORT BEACH DWG NO. STD-508-L \ @ ® TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-500-L @ INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @) INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A, STD-510-L-C, AND FIELD CONDITIONS. @ TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. DEMOLITION NOTES REMOVE AND DISPOSE OF 6 FT DIAMETER VALVE STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. NO I ES TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALi< OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. HIGH VOLTAGE STREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING. 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND \ \ D LIMITS OF EXISTING ITEMS TO BE REMOVED ,-7 L -_J LIMITS OF TRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES -+I ~ I in ' 6" AC OVER 8"\ AGGREGATE BASE =: I ~--~ -rl i~. -'-11 J.,............. ~ 18" MIN., 3'-0"± 16'-2"± rEX. ASPHALT SURFACE ' \ I I ---.... 18" MIN .• 14 APPROXIMATE SURFACE AREA 16'-2" x 6'-0" 13'-2"± 6" FLANGED REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. ~oo~ I EX. 18" RCCP ~· •• 5• 4 5 · • . · • l;:X. 18" RCCP PROTECT IN PLACE .. · .. •• .•.• •· : • • •. r ~ROTECT IN PLACE ~~F1i'Fi""'--'---___Jr~~+lt'-~~-'-'--'-'--'-fn~·· L 1~ _J L ~ 1 7"± ~ ~ ' ' ' ' ' ' I · ... ••• •• ,. · · . .. .. • .•. 4;:...3~±. 4 . ··4·• 3'•± • •• I • : • i .... :·-'. ~-----'--r--~_, <1 1--,+.,-. ...:,,._· -·.,...,;..-:-~··-',-· :_· ·c..• ·.,.,.·-··-1··· I •. : . • . . : . · ...... • :·, "' •• <I I· .. . . . ..1 • . <I . <I <I 4 <I 131---1 <1 <I . " • EXISTING PIPE SECTlON PROPOSED PIPE SECTlON DETAIL 1 SCALE: 1 /2" = 1' -o•• REVIEWED: PSOMAS~----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 1---+-----+------------------+-------< PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 :I I I .• ·I@ I SHEET OF 0 ~ Q) ~ ~ 0 .0 .c a. Q) rn 0 ·- E a. "' -N - en ---..... -N --..... "' 0 "' ;,, 'tJ ui N -, --(I'. I N 0 u I r-3: / en r-w w :r: en / C "' rn Q) 0 0 C 5-en "' en -0: r-/ en w (I'. r- ~ / -0 co 0 "' 0 3: w z N / ::. VALVE R11_174 - EASTBLUFF DR. SOUTH OF CACAO ST. 5 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT ~ I I ~~~ ~ 6·•w ~ ~ ~ B'•w ~ ~ -- --ai::: --- B••u, .._____ .._____ fl / MATERIAL LIST INSTALL 18" CML & C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL FIRE FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-500-L INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @) INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG STD NO. 510-L-A, STD 510-L-C, AND FIELD CONDITIONS. 0 TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. DEMOLITION 1'1110 I ES REMOVE AND DISPOSE OF 6 FT DIAMETER VALVE STRUCTURE. @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCWDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. h!O I ES TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. V "Qi, r/ ff ff j /1/ If /4 g fy Ii/ ff I /J~ r/ 1' 1j Ii/ /)0; s r-t§-r/ II 111 Ii/ I r/ /4 1/7 ~ ~ /~ EX. CUR ~ ~ r/ i 0., Ii/ IQ Ii/ Ii/ SEE DETAIL 1 VALVE R11_174 HIGH VOLTAGE STREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING. 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES ' ·-- .. .. -+I • N I in 6" AC OVER 8~ \ AGGREGATE BASE \ 16'-2"± \ ....:.' //:•·/,··./':/..:'/ . --.. .. ,-. -~ ,-. ,-. -~ ~ ~ ~ -~.........,,. ~ -+I • 0 I 18" MIN., 3'-0"± . h ~ • H I 1 6'-0"± ' 1·-0· ~ 111 2 ~ ~ ~ ,0, h:, i)\ µ__ ______ Im' I ~ -~ ' ' 7"± ~ J n<h ~ / \ ' ,~ -· ----- r EX. ASPHALT SURFACE I ~:.'"I~ -•'" -"-~ ..,........,... ~..,.......,....~ .,,............ fV"'lll-r I 18· 3'-0"± ~ I 0 ITT I ® I I I I I -I - I - 2 - ---I ' I MIN. I ' ---...... 18" MIN .• EX. 18" RCCP PROTECT IN PLACE 14 APPROXIMATE SURFACE AREA 16'-2" x 6'-0" 13'-2"± 6" FLANGED FH OUTLET .5 ·.. . . 131---, 4 .' . LI, ·: ., ,:\ <1 4 . <1 •. <1 4 ., 4 REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. 4 <1 . 5 • . EX. 18" RCCP PROTECT IN PLACE L ·• I • . . . I ---~ .·. ·. • . I EXISTING PIPE SECTION PROPOSED PIPE SECTION DETAIL 1 SCALE: 1/2" = 1'-0"' REVIEWED: PSOMAS~----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 1---+-----+------------------+-----< PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 SHEET OF 0 ~ Q) ~ ~ 0 .0 .c a. Q) rn 0 ·- E a. ,.... -N - en ---..... -N --..... "' 0 "' ;,. " ..;: ,.... -I --(I'. I "' 0 u I r-3: / en r-w w :r: en / C "' rn Q) 0 0 C 5-en "' en < r-/ en w (I'. r- ~ / -0 co 0 tO 0 3: w z N / ::. VALVE Q11_064 - EASTBLUFF DR. AND BIXIA STREET 6 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT ~ --... ~ I I I I If I I I I I 1f .ii -: • • . ·1 HIGH VOLTAGE STREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING. ~·· G VALVE Q11_064 ff II/ fl II/ I fl I II/ I / II/ I // I &I I I If I I \ I \ I I fl // I;? II/ t I kJ "' EX. CURB I/, fl II/ MATERIAL LIST 'I II/ Ii/ I _.!;? II/ I /'b Ii/ I INSTALL 18" CML & C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L I TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-500-L @ INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. 510-L-A, DWG NO. 510-L-C, AND FIELD CONDITIONS. @ TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. DEMOLITION ~O I ES REMOVE AND DISPOSE OF 6 FT DIAMETER VALVE STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCWDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. NO IE~ TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISllNG PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. I I e# I I . .. . . • • • + • 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION CAUTION! HIGH VOLTAGE POWER LINES ' • z -H • N I in ' I --· 6" AC OVER B" AGGREGATE BASE\ ... ... . / j,/• -.r .. -- 18" I MIN., 3'-0"± I 1 \ \' .. I 1·-0· I I i I I -I ( \ ! I ' I r± I I I_ ' -, - --- - - - - - . . 16'-2"± iJ;{'.:.:;/(\>Z{:;t,>:.'L.i':Z,,:><c<:'.'- -' ' ' ' -H b I . - ' ' 6'-0"± <p ® n i i· ~m~f y_ ,,,,,, ! r I -- i, I Ill-,. 1 11<t 2 ,--, . . . . . . (EX. ASPHALT SURFACE , ' .. ~ ....... -~r ~r -"' -·~ .,...,1.,., ....---. ~ --- ·~ 3'-0"± ' 18" MIN. 1 -1·-0· - - PR ' ' --,/ ·, I - - - - - 14 APPROXIMATE SURFACE AREA 16'-2" x 6'-0" 18" MIN .... 13'-2"± EX. 18" RCCP OTECT IN PLACE 6" FLANGED FH OUTLET 5 .. I .. , . . . . . . . •. I · ...... ·.· . 4-3 ± . . 1 ··• . . •. . ·-. • .. L ~-~ ~ -~ •.• 13>---i 4 4 .., ., " ., ,:\ ., " <1. " ., ... " . ., ,:\ ., " REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. @)----'----"c.___,. I .• . 18" MIN . 4 4'-3"± •, .. <1 . 5 i • EX. 18" RCCP .. PROTECT ; . -IN PLACE EXISTING PIPE SECTION PROPOSED PIPE SECTION DETAIL 1 SCALE: 1 /2" - 1 '-o•• REVIEWED: PSOMAS~----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 1---+-----+------------------+-----< PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 SHEET OF " ~ Q) ~ ~ " .D .c a. Q) rn .Q, E a. CX) -N - OJ -..___ -N ..___ "' 0 "' ;o " ..;' CD 0 I --a I st-0 u I >-3: / en >-w w :r: en / C "' rn " 0 " C 5-en "' en -0: >-/ en w "' >- ~ / -0 CX) D CD 0 3: w z N / ::. VALVE Q11_113 - EASTBLUFF DR. AND VISTA DEL ORO 7 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT I ! I I I if\ I I \ \ \ s' ;a \ \ ~ • 42' • I • \ • \ \ f • ij /iF> • . \ 6 .• \ \ (.) . • • \ \ \ \ • • \\ \ • ~ • • ~ \~ • \ • \ \ \ • \\ • • \\ • • VISTA DEL ORO R/VI • \ \ • • ~~ . 6 •. (.) . • • ' \\ \~ \ \\ \ \\ \\ 42' ~ MATERIAL LIST INSTALL 18" CML & C SlEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTlERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-508-L INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-500-L @ INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @) INSTALL VALVE ANCHOR. DIMENSIONS TO BE DElERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A. STD-510-L-C, AND FIELD CONDITIONS. @ TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMAlE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. DEMOLmON f\.1O I ES REMOVE AND DISPOSE OF 6 FT DIAMETER VALVE STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VALVES, MElERS, HANDWHEELS, LADDER, FLANGES. AND CONCRElE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. t-.1O I ES TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMAlE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DElERMINE LIMITS IN FIELD. ALL MASS CONCRElE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFL Y VALVES TO OPEN FULLY. 84' I I \\ I I • • • • w • • . • • • • • • • • • • • • w \ • VALVE 011_113 SEE DETAIL 1 -H ~ I in 6" AC OVER 8" AGGREGAlE BASE 18" MIN. 3'-0"± ,. -0" 7"± 16'-2"± 'b EX. ASPHALT SURFACE 3'-0"± 18" MIN. 18" MIN.·· EX. 18" RCCP PROlECT IN PLACE 5 . . . . . . , ..... 7 14 APPROXIMAlE SURFACE AREA 16'-2" x 6'-0" 13'-2"± 4 4'-3"±. 4 -~--~----..-~-, <I <I 4 4· <1 ,1 131----i <I 4 4 <I 6 4 • <I . 4 ,1. <I . REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION . 6" FLANGED FH OUTLET 5 •. . EX. 18" RCCP PROlECT IN PLACE .• .... · .• ·::. ··1 . . . . ---.. ' . : . .'·. :-· . .-•. __ • .• :_ . ' 4-3.± •••• •.••. ·•·· .. ··1 <I .. ,· , ... ·. •·•••.•··· .• ···.1 .• ·I@ . . . . . . . I \ • w HIGH VOLTAGE STREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING . EXISTING PIPE SECTION PROPOSED PIPE SECTION EX. CURB • ~~ ~~ • • n -• ~~ • . w • 42'\i\ • \ "i \~ • I • \ ~~ • \ . : w \ \\ • I 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND D LIMITS OF EXISTING llEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION CAUTION! HIGH VOLTAGE POWER LINES DETAIL 1 SCALE: 1 /2" = 1 '-o•• REVIEWED: PSOMAS~----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1---+-----+------------------+-------< PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 SHEET OF D L Q) L L D .D .c a. Q) rn 0 -~ E a. 0 N N - 0) '--N '-"' 0 en ;< "O "' --I --a I LO 0 u I r-3: / en r-w w :r: en / C en rn Q) 0 D C 5-en "' en -0: r-/ en w "' r- ~ / -0 co 0 tO 0 3: w z N / ::. VALVE P11_092 - EASTBLUFF DR. SOUTH OF ALBA STREET 8 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT CDM HIGH SCHOOL \ I . ' • I • \ \ ,0 ~ • • • \ • ·lj\ • ~-\~ 1 \ \ I \ • • U1 ~ • tt '6 \ t \.-\-m--,,., I I \ \t \ • • ~~ 3\ en .,, . • • • \\ \ ~~ EX. CURB 'm ~ • • \\ 18"W - • EX. FIRE HYDRANT \ • • • lt2' • Bit' • I MATERIAL LIST INSTALL 18" CML & C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L \ \ u1 • TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A, STD-510-L-C, AND FIELD CONDITIONS. @ TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. G) ® DEMOLITION NO I Ets REMOVE AND DISPOSE OF 7.5' X 5' RECTANGULAR VALVE STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALi/£. COVERS. PWG EXISTING \/£.NT PIPING WITH CONCRETE. hlO I Ed TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAI/£. UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. \ • • u1 • ~~ n ij_ ~ ~~ 6' lt2' ~ r \ -- - - - VALVE P11_0 2 . \ u1 HIGH VO .TAGE STREET LIGHT CONDUIT, DISCON N CT POWER BEFORE DIGGING. • (/!. - ,0 ~ u1 . \ '{l° ~ . \ I \ I I 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND 6" AC OVER 8" \ A~REGATE BASE \ -~ 15'-8"± !EX. ASPHALT SURFACE , n M_, ~ ..., p ,e,,,e,,,e,, Cl ~~,f >< .... I ,,. -------> _,,. ----- I I 18" 3'-0"± 3'-0"± 18" MIN .. ' ' I I 0 1 r-'· ~ ~ I ® 1'-o· 7 1 1'-o· s·-o· I t=r~rl ~ .. I -:£11 --~ I -! -. 'o ' \ I • I ur--; ! - I - I 10"± I I (2) 2 I 2 I -~ -- L _______________ _ EXISTING PIPE SECTION ' I -~ M MIN . ' 18" MIN ... EX. 18" CCP PROTECT IN PLACE I 14 APPROXIMATE SURFACE AREA 15' -8" x 6' -o· 12'-8"± 5 4 7 •• 4'-0":I:· .• . . <I " <I ,:i ·-·, " L ·~· ~-·: ··~··. < " <I. 131----a • " .,, <I £1 <I " ;::i· .<1 .,, " " REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. 4 .,, @)f-----'-'-----"-,~r •• 18" MIN. ... 5 I ..... ··1 •.•. I ... • '] , I . . ••. ; . • ' : •·· 1· ~ . ·, EX. 18" CCP PROTECT IN PLACE ··•.··.·.··~ .·.~· .~ ~-~ _J PROPOSED PIPE SECTION DETAIL 1 SCALE: 1 /2" - 1 '-o•• D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES REVIEWED: PSOMAS~-----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1--->------+-----------------+------< PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JB DA TE~EB. 2019 SHEET 0 ~ Q) ~ ~ 0 .a ..c: a. Q) "' 0 -~ E a. -N N - "' '--N '-"' 0 "' ~ '"CJ N "' 0 I --a. I "' 0 u I r-3: / en r-w w :r: en / C "' "' Q) 0 0 C 5-en "' en -0: r-/ en w "' r- ~ / -0 co 0 "' 0 3: w z N OF / ::. VALVE N11_244 - SAN JOAQUIN HILLS RD. NORTH OF SANTA ROSA DR. 9 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT ~ L -----SL s~---- R/W SANf OAQUIN HILLS ROAD R/W 6" AC OVER 5" AGGREGAlE BASE '--==-=='--==-='lli''C:='--==-=='--==-='fS'~----==-=='-=~=6~----==-'=----==-'=~ AND 13" SUB-BASE EX. ASPHALT SURFACE i APPROXIMAlE SURFACE AREA 16'-10" x 7'-0" REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. EX. CURB l===--=~~='i==-l=~-===-"===-'=="==~-===-"===-''F----==-~·='--==-'===-====-"=----=ei=="'9~-=====-"~~·='--==-'====----==-'=='--==--===-====-=~-=='F =-'=I=---== . . . . . . EX. MEDIAN AND LANDSCAPE ~ HIGH VOLTAGE STREET LIGHT CONDUIT, hi ~ ~ .....___ DISCONNECT POWER BEFORE DIGGING. SEE DETAIL 1 13 VALVf. N11....244 g °N " h :I! @ $ • .. .. Iii " ...... .. .. " .. .. . .. .. . • • .. . .. . .. .. . ....... : ..... E. G) ® @ . . E R/W 11 MATERIAL LIST INSTALL 30" CML &: C SlEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L. INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 30" BUTlERFLY VALVf. AND VAL\/f. CAN PER CITY OF NEVf>ORT BEACH DWG NO. STD-508-L. :....Jll"W........: @) ® TRENCH BEDDING AND BACKFILL PER CITY OF NEVf>ORT BEACH DWG NO. STD-106-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEVf>ORT BEACH DWG NO. STD-500-L @ INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @ INSTALL VAL\/f. ANCHOR. DIMENSIONS TO BE DElERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A, STD-510-L-C, AND FJELD CONDITIONS. @ TRENCH RESURFACNG PER CITY OF NEVf>ORT BEACH DWG NO. STD-105-L-B. APPROXIMAlE SURFACE AREA TO BE REPLACED AS NOlED ON PLAN. EX. MEDIAN AND LANDSCAPE EX. CURB R/W 0 10 20 30 40 - -- -SCALE: 1" = 20' LEGEND COM DEMOLITION NOTES D LIMITS OF EXISTING ITEMS TO BE REMO\/f.D REMOVE AND DISPOSE OF 6.5' X 7' RECTANGULAR VALVE STRUCTURE. REMOVf. AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VAL\/f.S, MElERS, HANDWHEELS, LADDER, FLANGES. AND CONCRElE PIPE SUPPORTS. REMOVf. AND DISPOSE OF EXISTING ABO\/f. GROUND VAULT VENTS AND AIR VACUUM VALVf. CO\/f.RS. PLUG EXISTING Ve.NT PIPING WITH CONCRElE. 1\.10 I ES TO CONTRACTOR 1. ALL MEASUREMENTS SHOWN ARE APPROXIMAlE. CONTRACTOR TO FJELD Vf.RIFY. 2. Ve.NT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVf. UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRElE SHALL SHALL BE REMOVED E\/f.N WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVf.MENT, CURB &: GUTlER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVf.MENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFLY VAL\/f.S TO OPEN FULLY. ,-7 L -_J LIMITS OF TRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES 18" MIN. 3'-0"± 0--, 1·-0· 13'-10" -H 'Ix, 16'-10"± 6'-6" --® 2 3'-0"± i----<1 1'-0" H I I I _J 18" MIN. 18" MIN .. EX. 30" CML&:C PROlECT IN PLACE 1 II II 13'-10" " 4 <1 4 " " <1. • <1 <1 6" FLANGED FH OUllET 2 II II ... ·, ...•. •. •. . . 4-5± · 18" MIN. EX. 30" CML&:C •. PROlECT IN PLACE ·.•·•···•··•·•~ ,, ·-. ... 131---1 " <1 ". EXISTING PIPE SECTION DETAIL 1 SCALE: 1 /2" -1'-0"' REVIEWED: PSOMAS~----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1---+-----+------------------+------1 PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 " <1 4 <1 PROPOSED PIPE SECTION SHEET OF 0 ~ Q) ~ ~ 0 .a _c a. Q) rn 0 ·- E a. r,) N N - OJ - ------N ----- r,) 0 "' ;o 'O ..;' st N I --z I " 0 u I r-3: / en r-w w :r: en / C "' rn Q) 0 0 C 5-en "' en -0: r-/ en w "' r- ~ / -0 co D tO 0 3: w z N / ::. w R/W ---- • • • • • • • DISCONNECT POWER BEFORE DIGGING. r w 39"w 3 EX. MEDIAN AND LANDSCAPE EX. CURB -. . . . --. . . . CC+I COM COM E-==t======-e COM E-- ---- SN OAQUI HI.LLS-ROAD MATERIAL LIST INSTALL 16" CML & C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 16" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 16" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A. STD-510-L-C, AND FIELD CONDITIONS. @ TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. 0 ® 0 1. 2. 3. DEMOLmON NO I ES REMOVE AND DISPOSE OF 5 FT DIAMETER VALVE STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. NOTES TO CONTRACTOR ALL MEASUREMENTS SHOVtN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOVtN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WI-IEN NOT SHOWN. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 1"G R/W 1 "G 0 10 20 30 40 - -- -SCALE: 1 • = 20' LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED i L 7 _J LIMITS OF TRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES 6" AC OVER 8" AGGREGATE BASE / \ ' L_ EX. ASPHALT SURFACE 15'-0"::I: 3'-0"::I: 3' -0·::1: 5'-0"::I: 0--- 1'-o· H 1'-o· H 6"::I: -+--+-----< 2 _J EXISTING PIPE SECTION . •. 18 MIN .. •. EX. 16" CML&:C PROTECT IN PLACE DETAIL 1 SCALE: 1 /2" = 1 '-o•• I I I .... · .. _-. .-·:·. ·.: 7 I·· ... ' .. --· .. I . ··. I< .. ·.:··.·.·.· 8 14 APPROXIMATE SURFACE AREA 15'-0" x 6'-0" 12·-o·::1: 7 .., 4 9 .., " " ,! " .,. . .., 131---a .., " .,. .., ,! ., .., " REPLACE WITH 1 • THICKER A.C. THAN EX. A.C. SECTION. @1------..... •• _,I_. 18" MIN. 7 8 ., I I ·, ....... 1 .. . . . . i EX. 16" CML&:C PROTECT IN PLACE PROPOSED PIPE SECTION 0 L Q) L L 0 ..c .r: C. Q) Ill .Q, E C. 00 l(J - -:::;; I 00 0 0 ! ~ w w I ~ I: "' 'iii Q) 0 0 I: 5-(f) 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. C-7539-1 ;,; -------------------------,,---..----..... ----------------...... ----.-----------,,-------------------------------1~ 5. 6. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. Cf) w REVIEWED: ~ WATER TRANSMISSION MAIN VALVE REPLACEMENT PSOMASr--r---r-----~~ ~ 1-----,----+----------------+-----l PATRICK ARCINIEGA, RCE 70740 VALVE M12_049 -SAN JOAQUIN HILLS RD. ~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 SENIOR ENGINEER NORTH OF AVOCADO AVE. "' l------l-----l----------------l--------t,0:-::E::,sIG::-,NE=:D=: =e....,H~DR:":'A::':WN':-'-:-c-AD-Dt-----c-1T_v_o_F_N_E_w_P_o_R_T_B_E_A_c_H ___ .---w---5-3_a_1 ___ s---t~ 1----------1 N NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: JB DAlE\:m. 2019 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 13 ,,,-, --------------------------------------------------------------------------------------------------------------------------------------------------------:::;; VALVE L12_217 AND L12_262 - SAN JOAQUIN HILLS RD. AND CROWN DR. NORTH 11 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT J I SAN JO ••• • • . . • • • . . EX. 24" TEE, 24"X16" REDUCER TO THE NORTH, 24"X18" REDUCER TO THE SOUTH, 8" TAP TO THE WEST. VALVE L12---217 \I\ "i " "' u "' ix, ~ \ \ UI -L r C t.1 •• . . . • I I I I I I "' t "' "' ix, I I I I I \ 13 I I = = ts::so ==--===c-='=~=-==ui"~'---===-=c=---==(J==-"~;;==a\4 =-~~ -"=f=,--:;;s.-=~~·w=:,--=~==---=~==--• • -llOI SEE DETAIL 2 ~ EX. CURB \ \ \ \ \ I \ \~I LS ROAD \,1 t1 I \ I I I \ I \ '1:ll\ I I EX. CURB VALVE L12---262 CENTER MEDIAN SEE DETAIL 1 EX. CURB COM • •• ••• Cl> •►• Cl> •►• R/W .....- • ~ !,...!.. E •. --========:-:=-c~ -±::==:t: -+--+11-1----E~-~ R/W I R/W 0 ® ® 0 ® ® @) @ 3()!.J ~ I a:: Ill MATERIAL LIST INSTALL 18" CML &: C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L INSTALL 16" CML &: C STEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 16" BUTT-STRAP PER DETAIL 1 ON SHEET 13. INSTALL 16" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-508-L ,.; '(), ~ ix, I "' 1,1 "' r1 I I I I "i 3' ·\ 601 I I 11 TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @) INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A, STD-510-L-C, AND FIELD CONDITIONS. @ TRENCH RESURFAaNG PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. DEMOLITION NO I ES f ') ~ -a: C z ~ a: 0 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND ii • 0 -I io 6" AC OVER 12" AGGREGATE BASE 18" MIN. 3'-0"± 1 -- 1·-0· I ' 16'-0"± 6'-o" ®-== • 0 _I ®_ (it1\--@ J -J1:=1 EX. ASPHALT SURFACE 3'-0"± 18" MIN. --1 1·-0· 18" MIN. EX. 18" CCP PROTECT IN PLACE [ 1--1· 1-----------1 ---+--+--+-+- ~ 6"± /fl(=) L ____ _ EXISTING PIPE SECTION 6" AC OVER 12" AGGREGATE BASE ~ 18" MIN. 3'-0"± 1>--- 1'-0" 6"± 16'-0"± 6'-0" ®-== DETAIL 1 SCALE: 1/2" = 1'-0"' EX. ASPHALT SURFACE 3'-0"± 18" MIN. 18" MIN. --1 1·-0· EX. 16" CCP PROTECT IN PLACE ~APPROXIMATE SURFACE l AREA 16'-0" x 6'-0" 13'-0"± 5 4 ., " .,_ 6 ,:i ., ., REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. @)1----...,.....-,/ 18" MIN. 4 . 5 EX. 18" CCP PROTECT IN PLACE r . '· .• ., :. -·-. ----- PROPOSED PIPE SECTION 8'' 7 ~APPROXIMATE SURFACE l AREA 16'-0" x 6'-0" 13'-0"± ' 7 ' 4 .,_ ., ., " 9 " ' ' ' ., ' " ., 7. ., ., REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. @)1----...,.....-,/ 18" MIN. 0 ~ Q) ~ ~ 0 .0 .c a. Q) rn ,Q, E a. 0 8 EX. 16" CCP o PROTECT IN PLACE c'-J - CJ) ' N !2.. -.j- 0 C1> ;o 'O N CJJ N I N -..J 0 z < -r---N REMOVE AND DISPOSE OF 6 FT. DIAMElER VALVE STRUCTURE. D LIMITS OF EXISTING ITEMS TO BE REMOVED EXISTING PIPE SECTION PROPOSED PIPE SECTION I N REMOVE AND SALVAGE AU. EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS. HANDWHEELS, LADDER, FLANGES. AND CONCRETE PIPE SUPPORTS. REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVE COVERS. PLUG EXISTING VENT PIPING WITH CONCRETE. 1\10 I Ets TO CONTRACTOR 1. AU. MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. AU. MASS CONCRETE SHALL SHAU. BE REMOVED EVEN WHEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB &: GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHAU. BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO AU.OW BUTTERFLY VALVES TO OPEN FUU. Y. LIMITS OF TRENCH EXCAVATION CAUTIONI HIGH VOLTAGE POWER LINES DETAIL2 SCALE: 1/2" -1'-0"' :::i I CJ) 0 u I r-3: / en r-w w :r: ~ C C1> rn Q) 0 0 C 5-en "' en ..--------...... ---------------,,---,-----..-----------------....-----,.----------,,-----------------------------~ REVIEWED: en w g: PSOMAS~---------~ ,; -0 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1---+-----+-------------------+-----1 PAlRICK ARCINIEGA, RCE 70740 :g SENIOR ENGINEER "' l---+----+------------------+----l-::D~ES:::'.IG:::'.N:=ED:'":=--r.:D:::R':':AWN~:--t----------------------.---------1~ BH CADD !z! i------------, "!- DAlE: / NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JB FEB. 2019 SHEET OF ,._ ________________________________________________________ ...__ _______ ...._ ______________ ..__..._ ___ ..._ ________________ ...._ __ __, ___ ..... ""'-_-'-"'a;,.,;;;"""'.,_ ___________________ ...... ______ ..... ::. VALVE K13_104 - SAN JOAQUIN HILLS RD. AND MARGUERITE AVE. 12 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT I ,---._ 64. J7• • I I I E: "' 8" ,,, ----------I I - E: -------- E: - ""'---= ~ - I VALVf. K13_10 ,'> co ' I.,. tr tr B"Gtr--__ B"G 3 f--t-f-1--f--~,,,_-VALVE xxx_xxx 0 ® MATERIAL LIST INSTALL 18" CML & C SlEEL PIPE SPOOL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 13. TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMAlE SURFACE AREA TO BE REPLACED AS NOlED ON PLAN. DEMOLITION NO I ES REMOVE AND DISPOSE OF 6 FT DIAMETER VALVE STRUCTURE UP TO VAULT FLOOR. REMOVf. AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VALVES, MElERS, HANDWI-IEELS, LADDER, FLANGES, AND CONCRElE PIPE SUPPORTS. REMOVf. AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VACUUM VALVf. COVERS. PLUG EXISTING VENT PIPING WITI-1 CONCRElE. 1\10 I ES TO CONTRACTOR 1. ALL MEASUREMENTS SHO'MII ARE APPROXIMAlE. CONTRACTOR TO FIELD VERIFY. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTI-IER COMPONENTS HAVf. UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRElE SHALL SHALL BE REMOVED EVEN WI-IEN NOT SHOWN. 3. CONTRACTOR TO REPLACE IN KIND AC PAVf.MENT, CURB & GUTlER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. 4. EXISTING PAVf.MENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFL Y VALVES TO OPEN FULLY. \ HILLS ROAD --B"ss -E: -• S( • • B"ss • -E: ... -----+ + • + -• 61.· ~ - • • "#- EX. CURB (0 B"G '"G CO,\f 6"G --0/,f R/lv COM - 0 10 20 30 40 - -- -SCALE: 1 " = 20' LEGEND D LIMITS OF EXISTING llEMS TO BE REMOVf.D LIMITS OF TRENCH EXCAVATION CAUllONI HIGH VOLTAGE POWER LINES ii • 0 -I in 6" AC OVf.R\ 12" A~REGA 1E BASE \ I \ >--- ,t ---,k'f2,. YI. 1 .R I 18" MIN. I , 3'-0"± I 6'-0" 1 16'-0"± J ii !Jifj • 0 I . - rEX. ASPHALT SURFACE I ...v -~ "' ', .- 3'-0"± , 18" MIN. 1 ' 14 APPROXIMAlE SURFACE AREA 16'-o" x 6'-o" REPLACE WITI-1 1" TI-IICKER A.C. TI-IAN EX. A.C. SECTION. . -1'j)''i!J2:/i\;/iflit,/:?r;?':i!Jit,/:?t<f)1;2F;i/t??:S>~;,~;ti::<;,-~;,~;ti·~,.~;:,~~·~'-:q(1.>~'ibf1r:;?-1-.>~'ibf1rt:t-1-.>~'i!Jfirt:t-1-.,~S,-·i"-t7-:r,,~S,-·i"-t?--- /_'C,/;9'"':)~ti},c,i;9'"':)~tf=}y:/s!;"':J~tf=2,~/s~l:J~-'~{}~l:J~!(/J{?:Jtl~,¢{?l?)~l~'¢/J[t)~l~'[j';ljtV:~,{j';ljtV:~,{j';ljt~{'£}}frJ;/::~{_'ij}frJ~l::~{_'ij}t( rrr~--®f I I 1·-0· 1·-0· I 1 1 .i i " PRO ,6 I :~=r=""~CkM~cc~,~w:~:"~-~"@e:~"7 ::,:1 EX. 18" CCP II··:_ 5_ ',_: ,·-.1 4 ', I · 5 IIEX. 18" CCP lECT IN PLACE . . . • , ·-· -• i PROlECT IN PLACE f/ -·1111:_ I I ,w J 17 ~ I ~ __ , ; ~~~1//_\ "\ I 6"± It-1L 2 j - - ; I r .q , , , ,, q . , EXISTING PIPE SECTION \ \ ! 2 DETAIL 1 SCALE: 1/2" = 1'-0"' REVIEWED: I , , , ,' , . . . . . . · .. " , , I , ·. , , PSOMAS~---------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 1---+-----+-------------------+------1 PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 ' PROPOSED PIPE SECTION SHEET OF 0 ... Q) ... ... 0 .a _c a. Q) ti) 0 -~ E a. 0 t'") N - en -'--N '-t'") 0 "' ;,c "O '<I' 0 -I t'") -"' I 0 -u I >-3: / en >-w w :r: en / C "' ti) Q) 0 0 C 5-en "' en < >-/ en w "' >- ~ / -0 co 0 tO 0 3: w z N / ::. CONSTRUCTION DETAILS 13 W-5381-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN C-7539-1 VALVE REPLACEMENT 5" EXlRA HEAVY HALF COUPLING (lHREADED) 1 1/2" Ml ·•····•··•·• •••••••••••••••••••• ···.··.·.···.···.··.·····.··.·.··.·.·j .. ................. ····~·· . 2"x4"x13 Ga. W.W.M. SEE NOTE 5 5" STEEL PLUG CEMENT MORTAR PLACED IN FIELD, MIN. 3/8" lHICKNESS G---f"7"'"--< TYP "t" MIN ~-2"x4"x13 Ga. W.W.M. CEMENT MORTAR PLACED IN FIELD, MIN. 1/2" lHICKNESS EXISTING CONCRETE CYLINDER PIPE EXISTING CCP PIPE . ........................ :,,,-···· ""''-·-· _. _,· ...... _. _. ·-'·,._· _. _. ·-·.:.•-· ._._·..z·, ✓---· ~· .-_:_·_""'··..,_· -· -· -· -· ,....,_, ___ .,....,... .·.·.·.·::::.·.·.·.·.·.·.·.·.·.·.·.·::::.·.·.·.·.·.·.·.·.·./.· •. :::\:: ::<;;:;:;;::::\:: ::::;;::1::: •. ........ _., . .......... ,. '--------------------- \JELD BARS T□ STEEL PIPE CYLINDER BEFORE CUTTING " l I I I l / HANDHOLE DETAIL NOT TO SCALE CONNECTION TO EXISTING CCP NOT TO SCALE ~--2"x4"x13 Ga. W.W.M. 2"x4"x13 Ga. W.W.M. CHIP MORTAR LINING AS REQUIRED FOR INSIDE WELD (TYP) CEMENT MORTAR PLACED IN FIELD, OUTSIDE WELD 2• MIN 4" MAX (TYP) MIN. 1/2" lHICKNESS (B---'T7'--< WELD IN FIELD (TYP) ADDITIONAL REINFORCEMENT (TYP) 1 1/2" Mlt<I "t" MIN EXISTING CONCRETE CYLINDER PIPE • : • : -~. :~ • :~:.:.: •.• ~: :_::::::::::::::::::: :::::::::::::::::::::::::::-.·-::::::::::::::::::: ::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::· .::::::::· .. _.::::::::::::::::::: : ••• : ••• : • : ••• : • : • : •.• : • : • : . - . 'i ... -.. -.... -.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . I ... •·•. ·• ... •· ... •.. " ................... . ................ .. ····~········ ................................ . CEMENT MORTAR LINING 2" MIN CEMENT MORTAR PLACED IN FIELD, MIN. 1/2" lHICKNESS GAP VARIES 10" MIN INSIDE WELD WELD IN FIELD )--"'"'----1E9-1 (TYP) "t" MIN WELD BARS TO STEEL PIPE CYLINDER PRIOR TO CUTTlNG, SEE CONNECTION DETAIL ABOVE TYPICAL SECTION N.T.S. "t" = 0.375" PLATE THICKNESS NOTES FOR BUTT-STRAP JOINT: 1. BUTT-STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLATE SHALL BE 1/4" lHICK BY 1" WIDE) 2. 14-INCH MAXIMUM LENGlH OF BUTT-STRAP FOR FIELD CLOSING SECTION. STEEL CYLINDRICAL PIPE 3. TWO HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT; lHE HANDHOLES SHALL BE LOCATED 120' APART. SEE HANDHOLE DETAIL ABOVE. 4. PIPING WELDS MAY BE OUTSIDE WELDS OR INSIDE WELDS. 5. WELD PLUG TO COUPLING AND CEMENT MORTAR LINE OR COAT EXPOSED INTERIOR METAL SURFACES WllH 11 MILS (MIN) EPOXY COATING IN FIELD. 6. ALL WELD ROD TO BE 6010, 6012 OR APPROVED EQUAL DETAIL 1 -BUTT-STRAP JOINT NOT TO SCALE REVIEWED: PSOMAS~----------~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 1---+-----+-------------------+------1 PAlRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: BH CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JB FEB. 2019 0 L <I> L L 0 .a ..c a. <I> " 0 ·~ E a. 0 ,,., N - O> -.....__ -N .....__ ,,., 0 "' i< 'Q ui ...J <( >-w 0 I --u I >-3: / en >-w w :r: en / C "' " <I> 0 0 C 5-en "' en <( >-/ en w "' >- ~ / -0 co 0 tO 0 3: w z N SHEET OF / ::.