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HomeMy WebLinkAboutW_5331_S18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 GENERAL NOTES DOVER DRIVE 6-INCH AND 8-INCH DOMESTIC WATER LINE RELOCATION WESTCLIFF DRIVE TO MARINERS DRIVE EMERGENCY TELEPHONE NUMBERS VICINITY MAP WATER SHEET INDEX CONSTRUCTION NOTES Know what's below. before you dig.Call Underground Service Alert of Southern California TWO WORKING DAYS BEFORE YOU DIG 1 TITLE SHEET W-5331-S PROJECT LOCATION LOCATION MAP RECORD DRAWING CITY OF COSTA MESA ,;:-~ ,._<JP ~ i;l'.7 ~ ~< {' == ~---<----t-t-+--t / ;/ '.✓ _:2ijl. f ,j l '1 'z=H----/rt-c ~; 17TH NOT TO SCALE SYMBOL -0-POWER POLE @) SEWER CLEANOUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE ,0. FIRE HYDRANT 1111 WATER METER IIIJ STREET LIGHT PULL BOX 1!11 TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT 0 WATER VALVE (:-GUY WIRE A SURVEY MONUMENT ~ SIGN ~ VAULT VENT e TREE 11:il IRRIGATION CONTROL VALVE Ol!l CABLE TV PULL BOX _, CORING LOCATION © ELECTRICAL MANHOLE [tJ ELECTRICAL PULL BOX b~ BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---Cf.---CENTERLINE ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL '1 CITY OF 1 IRVINE \~~\~~~~~~" t:;-:;,.~. ~'?(,:,-:.. .. •~:/ , I ~-'-11 ,·</~t~fi~·, G, -' :,;-,, ';%✓ '\ ).}, <--._:•,,11:;::-\ ,1':(\ i : ~:-\}:~,,,.:J:\'- 1 ..,._-,·.,.,·, I i '' I //'Lr·\'::'.J \1 ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CATV CABLE TV Cl CAST IRON Cf. CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE £CR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE ijAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END HOPE HIGH DENSITY POLYETHYLENE IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUij MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OCSD ORANGE COUNTY SANITATION DISTRICT OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SIAH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ WITH CLIFF PACIFIC PUBLIC WORKS DEPARTMENT APPROVIED: DATE: ---------------------------- APPROVIED: ____________________ _ DATE: ______ _ COAST 0 ::JJ N ~ 0t6 ~ if:::_:::::::::::3 _ ;_ B~_Y// ~~HWc ( NOT TO SCALE These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. 1. 2. 3. 4. 5. 6. 7. 8. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PR0\1SIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS. STATIONING REFERS TO CENTERLINE OF DOMESTIC WATER LINE. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 949-644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED 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 PROTECTED WHEN INSPECTION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK, AS DESCRIBED ABOVE, FROM CAL-OSHA. SLOPE ANCHORS SHALL BE PR0\1DED IN TRENCHES IN ACCORDANCE WITH CNB STD-314-L. 9. ALL WATER LINES SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPAR™ENT AT 949-644-3106, 48 HOURS IN ADVANCE OF SHUTTING DOWN ANY FIRE HYDRANT. 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL STREET TRAFFIC LANE CLOSURES. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 13. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH ST0-106-L ALL SANO USED FOR BEDDING SHALL BE MINIMUM 30>S.E. 14. ALL WATER MAIN FITTINGS SHALL BE C-110. FITTINGS ARE REQUIRED AT ALL BENDS. 15. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH ST0-510-L. 16. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 17. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 1B. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS ANO WASHERS. CLAMPS, SHACLKES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 19. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 20. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA ANO SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL, CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUF ACT\JRER. 21. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE ANO COMPATIBILITY WITH EXISTING CONSTRUCTION. 22. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 23. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 24. CONTRATOR SHALL VERIFY DEPTH AND LOCATION OF" ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 25. THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE (ACP) ANO REMOVAL OF ACP. THE CONTRACTOR IS ADl'-1SED ASBESTOS IS A KNOWN HUMAN CARCINOGEN WHEN INHALED AND POSES SERIOUS HEAL TH RISKS. THE CONTRACTOR SHALL PERFORM ALL REMOVAL AND HANDLING AND DISPOSAL OF ACP IN STRICT CONFORMANCE WITH APPLICABLE CAL/OSHA, E.P.A AND GOVERNING HEAL TH AGENCY REQUIREMENTS. SEE THE PROJECT SPECIFICA TlONS FOR ADDITIONAL REQUIREMENTS. 26. THE CONTRACTOR SHALL INSTALL ALONG WITH THE NEW PVC WATER MAIN A 10 GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FOR UTILITIES REPRESENTATIVE, LOREN LOVE (949) 710-3410. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER MAIN AND LATERALS IN SERVICE DURING INSTALLATION OF TH[ WATER MAIN REPLACEMENT. [TI TITLE SHEET 0 PLAN AND PROFILE 6-INCH DOMESTIC WATER LINE STA. 100+07.39 TO STA. 104+00.00 [TI PLAN AND PROFILE 6INCH AND 8-INCH DOMESTIC WATER LINE STA. 104+00.00 TO STA. 108+00.00 0 PLAN AND PROFILE 8-INCH DOMESTIC WATER LINE STA. 108+00.00 TO STA. 112+50.00 ~ PLAN AND PROFILE 8-INCH DOMESTIC WATER LINE STA. 112+50.00 TO STA. 117+00.00 0 PLAN AND PROFILE 8-INCH DOMESTIC WATER LINE STA. 117+00.00 TO STA. 121+00.00 0 PLAN AND PROFILE 8-INCH DOMESTIC WATER LINE STA. 121+00.00 TO STA. 123+79.41 0 8-INCH DOMESTIC WATER LINE CONNECTION DETAILS 1 0 8-INCH DOMESTIC WATER LINE CONNECTION DETAILS 2 ~ PLAN TEMPORARY DOMESTIC WATER LINE STA. 300+00.00 TO STA. 307+63.50 G CROSS SECTIONS TEMPORARY DOMESTIC WATERLINE ~ SEQUENCING PLAN PHASE 1 ~ SEQUENCING PLAN PHASE 2 ~ CITY OF NEWPORT BEACH STANDARD DRA1'11NGS 1 ~ CITY OF NEWPORT BEACH STANDARD DRAl'l1NGS 2 ~ CITY OF NEWPORT BEACH STANDARD DRA1'11NGS 3 ~ CITY OF NEWPORT BEACH STANDARD DRAl'l1NGS 4 ~ CITY OF NEWPORT BEACH STANDARD DRAl'l1NGS 5 0 0 0 0 ® ® (j) ® ® @) @ @ @ @ @ @ @ INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 6" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. REMOVIE EXISTING 6" PIPE AND APPURTENANCES. INSTALL 6" DI, 90' BEND (MJ x MJ). INSTALL 8" DI, 22 1 /2" BEND (MJ x MJ). INSTALL 8" x 6" DI REDUCER (MJ x FE). INSTALL NEW FIRE HYDRANT PER CNB STD-500-L. INSTALL 1" COMBINATION AIR-RELEASE VALVIE ASSEMBLY PER CNB STD-515-L-A. RECONNECT EXISTING WATER SERVICE PER CNB STD-502-L. RECONSTRUCT SIDEWALK TO NEAREST JOINT PER CNB STD-180-L. RECONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-A. ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. REMOVIE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD AT 949 W. 16TH STREET. INSTALL 6" CLASS 200 RESILIENT WEDGE GATE VALVIE (FE x FE) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 8" x 8" x 6" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 8" x 8" x 4" DI TEE WITH RETAINER GLANDS (FE X FE X FE). INSTALL 8" CLASS 200 RESILIENT WEDGE GATE VALVIE (FE x MJ) WITH VALVIE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. @ INSTALL 6" CLASS 200 RESILIENT WEDGE GATE VALVIE (FE x MJ) WITH VALVIE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. @ INSTALL 4" CLASS 200 RESILIENT WEDGE GATE VALVIE (FE x MJ) WITH VALVIE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. RECONSTRUCT EXISTING LOCAL DEPRESSION PER CNB STD-304-L. m en "' CJ' L 0 > E Q_ en 0 N CD '-. N N "-... N 0 0 0 I 1/) I n n en I CONTRACTOR SHALL REMOVE AND DISPOSE TOP 6-FEET OF MANHOLE, PLACE TRAFFIC RATED STEEL 3: PLATE WITH NON-SKID SURFACE OVER MANHOLE AND MAINTAIN EXISTING FLOWS AFTER INSTALLATION --;;; @ @ @ ® @ @ @ @ @) ® ® @) ® ® ® ® ® OF NEW WATERLINE. STEEL PLATE SHALL BE RECESSED ON TOP OF MILLED SURFACE A MIN. OF 18" l'; ON ALL SIDES OF TRENCH. :!.-! INSTALL 6" x 6" x 4" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 6" DI, 45' BEND (MJ x MJ). INSTALL 4" LONG BODY TRANSITION COUPLING (PVC x ACP). INSTALL 6" LONG BODY TRANSITION COUPLING (PVC x ACP). CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. INSTALL 6" x 6" x 6" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 8" DI. 45" BEND (MJ x MJ). INSTALL 4" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 8" DI, 22 1 /2" BEND (MJ x FE). INSTALL 6" DI, 11 1/4" BEND (MJ x MJ). RECONNECT EXISTING MULTIPLE WATER SERVICE PER CNB STD-516-L. RECONSTRUCT IMPACTED PORTION OF EXISTING 6' CROSS GUTTER IN KIND PER STD-185-L. MATCH EXISTING WIDTH. RECONSTRUCT CURB INLET PER CNB STD-306-L TYPE OL (L=6", H=5.27', 1=6"), RECONSTRUCT CURB INLET PER CNB STD-.306-L TYPE OS (L=6', H=5.62', 1=6"). INSTALL 18" 2000-D RCP. TRENCH DETAILS PER CNB STD-106-L. REMOVIE EXISTING DRAINAGE PIPE. RECONSTRUCT CURB AND GUTTER PER CNB STD-182-L. / "' ~ => (I] I "' <c / m ~ C <D E => u 0 0 L <D " <D (/) L <D > 0 0 en (0 CD en 0 0 a--------------------------------------------------------------------------------.. ----------------------------------------t-RE~V-IE•W~E•D--------------------------------------18 / SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 ( 949) 644-3011 (714) 962-2411 (714) 542-6222 NIGHT (949) 644-3717 ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 7 /15 RECORD DRAWING (/) w u er :::, 0 (/) MICHAEL SINACORI, RCE 46214 w ASSISTANT CITY ENGINEER "' 1-----------+-------------------------------cr DESIGNED: BR DRAWN: MV ~ t-----------113: NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET OF / ------------------------------------------------------------------------------·-----------------------------------------C•Y ___ 1,.1f.□.6/.,1_2 _____________________________ ;..: 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING 100+00 101+00 102+00 103+00 104+00 75 80 70 75 80 70 2 6-INCH DOMESTIC WATER LINE PLAN AND PROFILE STA. 100+07.39 TO STA. 104+00.00 CONSTRUCTION NOTES DISPOSITION NOTES 1 -- CONNECTION DETAIL @ STA. 100+07.39 I I I II I I I I -PROFILE SCALE: -HORIZONTAL 1" = 20' l---l----t---+---+--+--+--+--+--+---+---+---+---+---+---+--+--+--+--+--+--+--+-+-+-+--+--+--l---ll---l---+---+--+--+--+--+--+---+---+---+--+---+---+--+--+--+--+--+--+--+-+--+-+--+--+--+--1---l---+---+---+--+--+--+--+--+---+---+---+---+---+---+--+--+--+--+--+--+--+--+-+--+--+--+--+--l---l---+---+--+---VERTCIAL 1 " = 2' " I" ;1 I -,r -t--1----,t----,---t---t--+--+--+--+--+--+---+---+---+--+--+--+--+--+--+--+--+--+--+--+-+--+--t--1----,1----,1----,---t--f----+-0 WEfR' _-)IP: .. • -e ~ q, I --v ..... - EXIST. 12" JI VACPW I i i-------{25 Ii------< 1 ,_ / 4 I ---+--t--t--t----,t----,--tl --+--l---l---+---+---+--+--+--+--+--+---+---+---+---+---+--+--+--+--+--+-+11-:-+--+-+--+--+--+-+--,-....,---+---+---+--+--+--+--+--+--+-+----+--+---+---+--+--+--+-1--+---+--+--+-+--+--+-+--+-+--,-....,---,---+---+--+--+--+--+--+--+----+---+---+---+--+--+--+--+--+---+--+--+-+--+--+--+-+--+--,-....,---+-~--+---+--+--+-+-1---1---- I ::~ J_ lL,. 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'l:J(vT-.39,2--;q -1-6-fr,---9.!'.... P YiG-\W'f/Wt,.-f,9 Cf)0 G[!A5;5~0 Cf)-VA"fiEF -l::1,NE+-+-----+---+----t----+----+--+--+-+--+-+----+---+---+---+--+--+--+--+---+--+--+--+-+-+-+--+--+--+-----+f------1----t----+--SCALE: 1/2" = 1'--0" 8 LINE TABLE @) N43"5 7' 11 "E 40.00' ® N1"02'49"E 7.78' @ N88"5 7' 11 "E 7.78' @ N43"5 7' 11 "E 107.01' @ N43"5 7' 11 "E 19.42' ® N36"30'52"E 258.11' 0 INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106---L. 0 INSTALL 6" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106---L. REMOVE EXISTING 6" PIPE AND APPURTENANCES. INSTALL 6" DI, 90" BEND (MJ x FE). INSTALL 8" x 6" DI REDUCER (MJ x FE). RECONNECT EXISTING WATER SERVICE PER CNB STD---502-L. RECONSTRUCT CURB ACCESS RAMP PER CNB STD---181-L-A. ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. INSTALL 6" DI, 45" BEND (MJ x MJ). INSTALL 8" LONG BODY TRANSITION COUPLING (PVC x ACP). CONSTRUCT THRUST BLOCK PER CNB STD-510---L-A. INSTALL 6" DI, 11 1/4" BEND (MJ x MJ). RECONSTRUCT CURB AND GUTTER PER CNB STD-182---L. 0 20 --40 80 ---~, rn '° co "' L 0 > E 0. rn 0 N co .::::.. N N " N 0 rn " "O N 0 0 I 1/) I n n '° I "' / m > :;::; 0 z / m ~ => (I] I m <c / m ~ C m E => u 0 0 L m " m (/) 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S 105+00 106+00 75 80 70 75 80 70 3 6-INCH AND 8-INCH DOMESTIC WATERLINE STA. 104+00.00 TO STA. 108+00.00 PLAN AND PROFILE 107+00 108+00104+00 DISPOSITION NOTES NOTES: CONSTRUCTION NOTES RECORD DRAWING I I I II I I I I -PROFILE SCALE: -HORIZONTAL 1" = 20' l-1-t--t--t--t--t--t--t--+--+--t--+--+--+--+--+--+--+--+--+--+-+--+-+-+-+-+-+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--t--+--+--+--+--+--+--+--+--+--+--+--+--+--+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---VERTCIAL 1" = 2' -+--+--+--+--+--+--+--+--+--+--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+---+r--+-FI N I5H 80-SblRFAGci-11-" --+----+----+----+----+----+---+--+--+--+--+--+--+--+--+--+--+--+--+-+-+-+-+-+--+--+--+--+--+-t,-t,-t,-t,-t,-t,-t,--+--+--+-. a--------+---+-+----+---+--+--+---f---+-+----+---+--+--+---f---+-+----+---+--+--+---f---+-+----+---+--+--+---f---+-+----+---+--+--+---f---+-+----+---+--+--+----1---+--+---+---+--+--+----1---+-IJ=+o l E $ ; 'fle_·.~--+--+--+--+--+----lf--+--+--+--+--+--+----lf--+--+--+--+--+--+---ff--+--+--+--+--+--+--->--+--+--+--+--+--+--->--+--+--+--+--+--+---,___. 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TRENCH DETAILS PER CNB STD-106-L. INSTALL 6" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 8" x 6" DI REDUCER {MJ x FE). INSTALL NEW FIRE HYDRANT PER CNB STD-500-L. RECONSTRUCT SIDEWALK TO NEAREST JOINT PER CNB STD-180-L. @ RECONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-A. ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD AT 949 W. 16TH STREET. CONTRACTOR SHALL REMOVE AND DISPOSE TOP 6-FEET OF MANHOLE, PLACE TRAFFIC RATED STEEL PLATE WITH NON-SKID SURFACE OVER MANHOLE AND MAINTAIN EXISTING FLOWS AFTER INSTALLATION OF NEW WATERLINE. STEEL PLATE SHALL BE RECESSED ON TOP OF MILLED SURFACE A MIN. OF 18" ON ALL SIDES OF TRENCH. @ INSTALL 6" x 6" x 4" DI TEE WITH RETAINER GLANDS {FE X FE X FE). CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. INSTALL 6" x 6" x 6" DI TEE WITH RETAINER GLANDS (FE X FE X FE). INSTALL 8" DI, 45" BEND (MJ x MJ). RECONNECT EXISTING MULTIPLE WATER SERVICE PER CNB STD-516-L. @ RECONSTRUCT IMPACTED PORTION OF EXISTING 6' CROSS GUTTER IN KIND PER STD-185-L. MATCH EXISTING WIDTH. LINE TABLE CURVE TABLE No. BEARING LENGTH No. L_ RADIUS LENGTH TANGENT @ N36" 30'52"E 258. 11' © 3"15'45" 2711.52' 154.40' 77.22' ® N78" 17' 16"E 15.43' © 33"57'08" 2722.50' 1613.30' 831. 11' 1. ALL PIPE BENDS, TEES AND APPURTENANCES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH-ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING SEWER FLOWS AT ALL TIMES DURING INSTALLATION OF NEW WATERLINE. REMOVE AS REQUIRED FOR CONSTRUCTION PROTECT IN PLACE 0 20 40 SCALE: 7" = 20' 80 m "1 (0 CJ' L 0 > E 0. 0 N (0 .::::.. N N --..__ N 0 m " u n 0 0 I 1/) I n n "1 I "' / "' > :;:; 0 z / "' ~ => (I] I "' <c / "' ~ C <]) E => u 0 0 L <]) " "' (/) L <]) > 0 0 "1 (0 (0 "1 0 0 ---------------------------------RE""V .. IEW_E..,D: _____________________________ -■18 ■----,----+--------------------I tf :"~ .. ~l' i These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 7 /15 RECORD DRAWING ,i't No. C54756 ~cc; MICHAEL SINACORI, RCE 46214 i,! \,*"Exp. l2/3l/l: ~*/ .,__A_s_s1_sT_AN_T_c_1T_Y _EN_G_INE_E_R -+-------------------------Oc'w C' C • ..c. 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ALL PIPE BENDS, TEES AND APPURTENANCES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH-ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR SHALL MAINTAIN ALL EXISTING SEWER FLOWS AT ALL TIMES DURING INSTALLATION OF NEW WATERLINE. 0\) ' ~~-j L P. ---x N £ 1----* 75 0 20 -- SCALE: 7" = 20' 80 0 INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. E 0. n N '° .::::.. N N 0 INSTALL NEW FIRE HYDRANT PER CNB STD-500-L. ~ @ ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD AT 949 W. 16TH STREET. @ INSTALL 8" x 8" x 6" DI TEE WITH RETAINER GLANDS (FE x FE x FE). CONTRACTOR SHALL REMOVE AND DISPOSE TOP 6-FEET OF MANHOLE, PLACE TRAFFIC RATED STEEL PLATE WITH NON-SKID SURFACE OVER MANHOLE AND MAINTAIN EXISTING FLOWS AFTER INSTALLATION OF NEW WATERLINE. STEEL PLATE SHALL BE RECESSED ON TOP OF MILLED SURFACE A MIN. OF 18" ON ALL SIDES OF TRENCH. @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. RECONSTRUCT IMPACTED PORTION OF EXISTING 6' CROSS GUTTER IN KIND PER STD-185-L. MATCH EXISTING WIDTH. ~ PROTECT IN PLACE These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 0 m " "O st 0 0 I 1/) I n n I[) I "' / m > :;::; D z / "' ~ => (I] I "' <c / "' ~ C m E => u 0 0 L m " m (/) L m > 0 0 I[) '° co I[) 0 0 ---------------------------------RE""V,.IEW_E..,D,-------------------------------8 ■------,----+---------------------I If;"~~ i 7 /15 RECORD DRAWING :~ No. C54756~ )i~i MICHAEL SINACORI, RCE 46214 i,! \_* 0 Exp. 12/31/1: -~*/ ASSISTANT CITY ENGINEER 0c' C' C ' ..c. 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No. 6 RADIUS LENGTH TANGENT © 33'57'08" 2722.50' 1613.30' 831.11' 2. - ALL PIPE BENDS, TEES AND APPURTENANCES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH-ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. ' ~ PROTECT IN PLACE -i--- Ol t,Cl - ~ A ~ ,_.. - A A 0 20 80 -- SCALE: 7" = 20' 0 ® 0 ® @ INSTALL 8" PVC C900 CLASS 200 WITH SENSOR WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 8" DI, 22 1 /2" BEND (MJ x MJ). INSTALL NEW FIRE HYDRANT PER CNB STD-500-L. INSTALL 1" COMBINATION AIR-RELEASE VALVE ASSEMBLY PER CNB STD-515-L-A. E 0. "' N "' .::::.. N N " N 0 m " "O '° 0 0 ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT I 1/) SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE I BOX AND COVER. REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD AT 949 W. 16TH STREET. INSTALL 8" x 8" x 6" DI TEE WITH RETAINER GLANDS INSTALL 8" x 8" x 4" DI TEE WITH RETAINER GLANDS (FE (FE X FE X FE). RECONSTRUCT EXISTING LOCAL DEPRESSION PER CNB STD-304-L. CONTRACTOR SHALL REMOVE AND DISPOSE TOP 6-FEET OF MANHOLE, PL.ACE TRAFFIC RATED STEEL PL.ATE WITH NON-SKID SURFACE OVER MANHOLE AND MAINTAIN EXISTING FLOWS AFTER INSTALLATION OF NEW WATERLINE. STEEL PLATE SHALL BE RECESSED ON TOP OF MILLED SURFACE A MIN. OF 18" ON ALL SIDES OF TRENCH. CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. RECONSTRUCT IMPACTED PORTION OF EXISTING 6' CROSS GUTTER IN KIND PER STD-185-L. MATCH EXISTING WIDTH. => (I] I '" <c / '" ~ C <D E => u 0 0 @ RECONSTRUCT CURB INLET PER CNB STD-306-L TYPE OL (L=6', H=5.27', t=6"). w ,:' RECONSTRUCT CURB INLET PER CNB STD-306-L TYPE OS (L=3'-6", H=5.62', t=6"). INSTALL 18" 2000-D RCP. TRENCH DETAILS PER CNB STD-106-L. REMOVE EXISTING DRAINAGE PIPE. These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. <D "' De'. L <D " <D (/) L <D > 0 0 "' "' "' "' 0 0 ------------------------------------R .. EV-IE·w""rn·,--------------------------------■-118 cf:"~~ i :~ No. C54756~ )I~;' MICHAEL SINACORI, RCE 46214 i,! \_*_ 0 Exp. 12/31/1: )*_/ ASSISTANT CITY ENGINEER 0c: CONTRACTOR SHALL MAINTAIN ALL ~?/;-; CiV\\_./4 / DESIGNED DRAWN: ~ EXISTING SEWER FLOWS AT ALL TIMES 7 /75 RECORD DRAWING coFcAU''};;;-BR MV >--------~ DURING INSTALLATION OF NEW WATERLINE. NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE SHEET OF / ----------------------------------------------------------------------•·-------------------------------------•CY ___ 11.f.06_/_12--------------------------~~ 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING 117+00 118+00 119+00 120+00 75 80 70 75 80 70 6 8-INCH DOMESTIC WATER LINE STA. 117+00.00 TO STA. 121+00.00 PLAN AND PROFILE 121+00 NOTES: CONSTRUCTION NOTES DISPOSITION NOTES I I H I I I I I -PROFILE SCALE: -HORIZONTAL 1'' -20' l-+--+-+--+--+--+--+--+--+---+---+---+---+--+--+---+---+---tt--t--+--+-+--+--+--+--+--+--+---+---+--+---+--+--+---+---+---tt--t--+--+-+--+--+--+--+--+--+---+---+---+--+---+--+---+---+---tt--t--+--+-+---l--+--+--+--+--+---+---+---+---+---+---+---+---tt--t--+--+-+--+--+--+--+--+--+---+---+---+---+--+--+---+---+---tt--t--+--+-+--+--+--+--+--+--+---+---+---+---+--+--+---+---+---tt--t--+--+-<1 -VERTCIAL 1 " = 2' l--t--l--t--t--t--t--t--t--t--t--t--t--t--t--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+---;--;-ri;:-1N! 1s l--1 i;;p---fi 1.J ~i;:AG~'1'cJ--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+---+--+-+-+-+-+---I O~ER-~RIP • -+-+--+---+--+--+--+--+---+--+---+---+--+--+---+---+---+t--+--+--+-+--+---+--+--+--+--+---+---+---+---+--+--+---+---+---+t--+--+--+-.+-,/r+---+--"'-<1---'-t1-"'-'ia-t--t--+--+--+-+--+--+--+--+--+--+--+--+--+--+--+---l---ll--t--t--+--+-+-+--+--+--+--+--+---+---+--+--+--+--+---l---ll--t--+--+--+-+-+--+--+--+--+--+---+---+--+--+--+---+---l---ll--t--+--+--+-+-+--+--+--+--+---+---+---+--+--+--+---+---l---ll--t--+--t -+--+-+-+--+--+--+--+--+--+---+---+--+--+---+---l---11--t--t--+--+-+-+--+--+--+--+--+--+---+---+--+--+---+---+---+t--l--t--+--9=:i'tl=:t:=t=•t=t=t,::::t::::t=l===~t=t=t=t=t=~ ■-+--+-+-+--+--+--+--+--+--l----+---+--+--+---t---l---11--t--t--·l-+-+-+--+--+--+--+--+--+---+---+--+--+----±=-i---ii--;--+-+-·-~ __ _.!,_~ -•~...l..,_-r-,---·----~ ---•-t---,•--+-+-+---t,---t-·----~ ---i·---i,---t--.;-,1+-+-+-+-·+---i·--i---1---1·--i-----f,--+--+---+---+--+,---i,--i--t--+-+-+-+-+--+--+--+--+--+--l---+--+-+--+--+---11--l--t--t--·l-+-+-+--+--+--+--+--+---+--l·-+-+--+--+---II--I i==i==i==i=~=~=3=3~=~=E=;~i ~i=i~~;;~~;~~;~;;~;:i:i =i,=-=-~+--=-3+-=-~~=-;t:-=t:=='~=-='~==-i~=-i~=-~+--=-3..==±f-+--+--+---+---+--+---+--+--+---+---t---tt--t-++-:--+---+---+--+---+---+---+-t--+--+-l-+-+--+--+--+--+--+--+---+---+---++-;~------t-t--+--+-+--+--t--+--+--+--+--+---+---+---+--+-f,_,. -+--+-+-+--+--+--+--+--+---+---+--+-+--+---+---1---11--t--t--+-.'-tt---+-+--+--+--+--+--+--l--l--+-+--+---++-"--!l-t..,.--I~-_7..--1--_-+-1--_-+-+-_-++-_-++ _--++ _--+-+ _---1-t---1--11----~I-_-1--1--+~' +-1--_-+-+-_-++ _-++ _-__,.-+ .. -;.,,-,>(-;_-_-;_-_-+1--_---,.1--_-__,_+:+·1=-i+-_--1+---1t---i---i---i----;_1--_-+1--_---,.1--_--t+-_---1+,-+-+++ __ -_-++---➔+----1+---1-+---~--~--1""--~t---+,_-_-++----➔+---t+----1-+---l__t-_-~_-1""_-~ ..... --+ ..... -_+,_-_-=:~...,-•~1~---+--+--+--+-+-+-+---l--l-l--+-+--+-+-+--+--+---+---+----+--+--+-+-+-+--+---l--ll--l--+-+--+-+-+---I -+-+-+-+--+--+--+---+--+---+---+---+--+--+---1---1---11---1--t--+-1~+--+-+--+--+--+---+--+---+---+---+--7ic ,'PlpA~ ~-• \9F+--+-+--+--+--+--+---+---+--+--+,:+--t---1.. ..... ,,.., v,©a ~r--~ '· ,-: :,-+---1---1---1---11---1--1--+-+-+-+--+--+--+--+--+---+---+---+--+--+--+---+---+1---1--1--t--+-+-+--+--+--+---+--■ _+-+-+-+--+--+--+---+--+---+---+---+--+--+--+---+---i1--1--1--+-.:-tt---+-+--+--+--+---+--+---+---+---+-'c.ov.1&e -eEJe .... ~N " : --jl!-i-~ • , I 1=cc:c::i::::i:::::c::J.t,io=:.i=c:1=c:c::i:::i::::i:::::c:::c::::c::::i:=1=J::n:::c::i::::i:::::c:::c:::c::::c::::i:=i::::i:::::i:::::i:::::!:1::1==c::c:c:c:1=:c::i::::i:::::c:::c::::c::::i::!::n•=i:=i:::::i::::::t::::!====c::1=1=:i:1:c:1=:i::::i:::::c:::c::::c::::i:::::i:=i:::::i:::i+:1:-=-:r=-:::r=-:::r=-~c-='C-='C-='r=-r=-r=-=r=-:::r=-:::r=-:::rc-~c-='C-='r=-r=-r=-r=-:·1: ... tJ;,=e-~=t=t::::t::::t=1==~~t=t=t=t=t=:t:::t:::t::t:=I=:::t:=t=t=t::::t::::t=1===t=I=t=t=t=t=:t:::1 -+-+-+-+--+--+---l1 •'-1--t--+-+-+-+-+--+--+--+--+--+--+,+.1--+--+---1---1---1---ll--l--t--+--+-+-+-+-l-+--+--+--+--+---+---+--+---l--+---l---il--l---'-H ,--+---+--+-+---1---1---l-l--t--+-l-+-+-+-+--+--+--+--+--+--l---+--++-+---l--+---l-l--t--+-+-+-+-+--+--+--+--+--+---+---+--+-I-....,.. 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ALL PIPE BENDS, TEES AND APPURTENANCES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH-ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING SEWER FLOWS AT ALL TIMES DURING INSTALLATION OF NEW WATERLINE. - \ --lD ' I l A A j , + _, ' ' " ' ' _., -=t _) [ I d-- 0 0 @ INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL NEW FIRE HYDRANT PER CNB STD-500-L. ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD AT 949 W. 16TH STREET. [!] INSTALL 8" x 8" x 4" DI TEE WITH RETAINER GLANDS (FE X FE X FE). CONTRACTOR SHALL REMOVE AND DISPOSE TOP 6-FEET OF MANHOLE, PLACE TRAFFIC RATED STEEL PLATE WITH NON-SKID SURFACE OVER MANHOLE AND MAINTAIN EXISTING FLOWS AFTER INSTALLATION OF NEW WATERLINE. STEEL PLATE SHALL BE RECESSED ON TOP OF MILLED SURFACE A MIN. OF 18" ON ALL SIDES OF TRENCH. CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. RECONSTRUCT IMPACTED PORTION OF EXISTING 6' CROSS GUTTER IN KIND PER STD-185-L. MATCH EXISTING WIDTH. PROTECT IN -~r ~ Jl'."""__,r \Y" -- PLACE 0 20 40 80 I SCALE: 1 " ~ 20' These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beoch is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0. "' N "' ~ N N '-. N 0 "' " u "' 0 0 I 1/) I n n en I "' / "' > :;::; D z / "' ~ => (I] I "' <c / "' ~ C "' E => u 0 0 L "' " "' (/) L "' > 0 0 en "' "' en 0 0 ---------------------------------..-RE""V,.IE-WE,_D_: ------------------------------■t:S f iJfiss§,~ ~ I 3~ ~ ,1~ ·,, ~ ,5' No. C54756 ~' MICHAEL SINACORI. RCE 46214 w \,* Exp. 12/31/13 */ __ As_s_1sT_A_NT_c_IT_Y_E_NG_IN_E_ER __________________________ : -t"9;; c1v11..4 "/ DESIGNED: BR DRAWN: MV ~ 0 0FCAU';_;:, 1---------113: 7 /15 RECORD DRAWING NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET OF / --------------------------------------------------------------------·------------------------------------CY ___ 11_/_□ 6 ... /1_2 _________________________ ;_: 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING 121+00 122+00 123+00 75 80 70 75 80 70 7 8-INCH DOMESTIC WATER LINE STA. 121+00.00 TO STA. 123+79.41 PLAN AND PROFILE NOTES: CONSTRUCTION NOTES DISPOSITION NOTES 75 80 70 80 75 70 10+00 STORM DRAIN PROFILE @ STA. 116+74.64 I I I II I I I I -PROFILE SCALE: -HORIZONTAL 1" -20' l-+--+--+--+--+---+---+--+---t-t--+-+--+--+--+---+---+--+---tl--t--+--+--+--+---+---+---+---+---lt--+--+--+--+--+---+---+--+---l-l--+--+--+--+--+---+---+--+---l-t--+---1--+--+---+---+---+---+---lt--+--+--+--+--+---+---+--+---+-t--+--+--+--+--+---+---+--+---t-t--+-+--+--+--+---+---+---+---ll--t--+--+--+--+---+---+---+---+---lt--+--+--+--+--+---+---+--+---l-l--+--+--+--+--+---+---+--+---l-<I -VERTCIAL 1" = 2' 1--t--+--+--+-+--+--+--+--+--+--+--+-+-+--+--+----t----11--1--1--+--+--+-+--+--+--+--+--+--+--+-+-+--+--+----t----11--1--+--+--+--+-,rT--fflNISI--I r;::g >-SlY R liAGl ~-+--+-+-+--+--+----t----11--1--+--+--+--+--+--+--+--+--+--+--+-+-+--+--+--+----t----11--1--+--+--+--+--+--+--+--+--+--+--+-+-+--+--'Sf A-c -1-©+00;.00+--+--+--+--+--+--+--+--+--+--+-+-+-+--+----t----t----11--t--1 -~__,.__,.__,.__,.--,,--,,--,,---t--+--+--+----1----1----1----1----1----1----1----1----1----1----1----11--1--1--1--1--1--1--1--1--1--1--1--1--1--1--t---+---+---+---+---+---+---+---+--+--+--+--+,,r-+-my<BR-i-Pl Fh e EC©ts:JSIBU.QiJ: SD -C : --------' I ' I ' I ' I I I ' I -I ' RElC:OISIS -Rlc!C so-CF I-I,t--+--+--+--+--+--+--+----l-l-t--+-- I I I ' ---,- _,___t,______t=____tj_____,=j_,_=:t_.-=r~~~,______t=____tj_J:::j_,_=:t_.-=r~~~,______t=e------tj_J:::j__,_=:!_,_=:t:~~~.._...te-----t=_J:::j___,!Jj:~~~~.._...te-----t=____.tj__,=t__.=t~~~+J=l. __ _,_-*'t--""t:::13ttt ;-+:+--+--+--+---+--+--+---t-t--+-+--+--+--+---+--+ --l--+--+--+--+--+----t--+--+---t-1--t--+--+--+--+--+--+--+----l-l--t--+-+--+--+--+--+---t----l-t--+--+---t-I :::;,.__ -6'; ll\,&,~ T '1Nu·· I, I I , -1-,..,, I I B·"-t-----,--l',4-,..,-' - ,,,__,_,_c -f ' ' l I I I I G L M -_\,!_ d.(\!VDj ■-+-+-+--+--+--+--18,'-+-·1--+--+--+--+--+--+----ll--t--+--l--+---H-+--+--+---l-l--t--+---l--+--+--+--+1 +1---+--+--+--+---+--+----l-t--+--+--+--+--+--+--+-I-----II--H-+---+--+--+--+--+--+-l-l--+--+---+--+--+--+---+--+-l-l--+-+---+--+--+--+--+--+----l-+--+-+---+l-1 -+--+--+--+---1-1--+--+---+--+--+--+---+-fe--' )111\2 -1--11n-t--+-+l-+--+-+'-•-+-I -,, - ' 01 t F00-0HAN ~E. 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CONTRACTOR SHALL MAINTAIN ALL EXISTING SEWER FLOWS AT ALL TIMES DURING INSTALLATION OF NEW WATERLINE. - ----= ---,;;c --• 0 20 40 80 -- -~ I SCALE: 1" = 20' INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. REMOVE EXISTING 6" PIPE AND APPURTENANCES. INSTALL 8" DI, 22 1 /2' BEND (MJ x MJ). ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. INSTALL 8" x 8" x 6" DI TEE WITH RETAINER GLANDS (FE X FE X FE). CONTRACTOR SHALL REMOVE AND DISPOSE TOP 6-FEET OF MANHOLE, PLACE TRAFFIC RATED STEEL PLATE WITH NON-SKID SURFACE OVER MANHOLE AND MAINTAIN EXISTING FLOWS AFTER INSTALLATION OF NEW WATERLINE. STEEL PLATE SHALL BE RECESSED ON TOP OF MILLED SURFACE A MIN. OF 18" ON ALL SIDES OF TRENCH. @ CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. ~ PROTECT IN PLACE These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E Q_ r-- N '° .::::.. N N " N 0 m " u c-o 0 I 1/) I n n en I "' / m > :;::; D z / "' ~ => (I] I "' <c / "' ~ C m E => u 0 0 L m " m (/) L m > 0 0 "1 '° co "1 0 0 ------------------------------------R .. EV-IE·w""rn·,--------------------------------■■18 f iJfiss§,~ ~ I 3~ ~ ,1~ ·,, ~ ,5' No, C54756 ~' MICHAEL SINACORI, RCE 46214 i,! \·*oExp, !2/31/I: ~*/ 1----AS_S_IS_TA_N_T _C~ITY_EN_G_IN_EE_R---11---------------------------0c'w C' C ' "'· DESIGNED: DRAWN: \"'I;-; 1v1~.,..rS / r-.E:oFcALI';,;:, BR MV >----------■~ 7 /15 RECORD DRAWING NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET OF / ----------------------------------------------------------------------•·-------------------------------------•CY ___ 11.f.06_/_12--------------------------~~ 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING 8 TEMPORARY DOMESTIC WATER LINE STA. 300+00.00 TO STA. 307+63.50 PLAN DISPOSITION NOTES -= ------ ETON PL KENT LN I I It / / /,? ~~--------" L------7 I (~f,',,, \ 1 \1,\ -tf\ ( J (l_o ---\ --r"7'v""" '11 ~ II '\ II~ I O -~ I----">-; I O Cl 1'1 I I I . -z_ I -f--~i \1 I ~Q, 1 ob+oo.oo -t__~~-----r 1 1 cJJ ~ c 1 1, 1 \ ljiQl; TA ,-EXIST. ,,,-_,_~ ~ ~ 11 11 1 I I , ~ 4 €P l W ' ' v•~~ ~-cc:J f-----'~ I ·U' ~; /I \, I > ~ ',-, -·:;---+~ ,\--f \ ------------------------------------------------------------------------------------------7 ,( ~C">~ , HARROW PL ~ PROTECT IN PLACE ------------~ ---:r-=--=- ---------------------------- 0 20 40 SCALE: 1'' = 20' 80 m en "' CJ' L 0 > E Q_ DJ N "' .::::.. N N " N 0 m " u DJ 0 0 I 1/) I n n en I "' / m > :;::; 0 z / m ~ => (I] I m <c / m ~ C m E => u 0 0 L m " m (/) ---------------------------------------------- These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. L m > 0 0 \j) "' "' en 0 0 ------------------------------------R .. EV-IE·w""rn·,-----------------------------------8 / 7 /15 RECORD DRAWING / ii:fE:JS I (/) w u D' :::, 0 (/) ,a: . MICHAEL SINACORI, RCE 46214 i,! \.* Exp. 12/31/ __ As_s_1s_TA_N_T _c_1TY_EN_G_IN_EE_R----11---------------------------D' • •t"9;; CIVIi.. = / DESIGNED: DRAWN: ~ . .f:OFCAI..I''-':. BR MV t-----------11~ NO DATE DESCRIPTION OF REVISIONS • • • .. CHECKED: DATE: SHEET OF / ----------------------------------------------------------------------•·-------------------------------------•CY ___ 11.f.06_/_12--------------------------~~ 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING CROSS SECTION @ ETON PL CROSS SECTION @ HARROW PL 9 TEMPORARY DOMESTIC WATER LINE CROSS SECTIONS 18' 7.5' 8.8' 1 .4' 20· 6.8' 2. 7' 7.6' ~ DOVER DR 8. 7' 5' I· 7' 4' SCALE: 1" = 5' ~ DOVER DR 6.5' 5' I • 7' 4' SCALE: 1" = 5' R/W .35' I • I 11 ' I R/W .35' I • I I 1 1 ' These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. m en "' CJ' L 0 > E Q_ 0) N "' .::::.. N N " N 0 m " u m 0 0 I 1/) I n n en I "' / m > :;::; 0 z / m ~ => (I] I m <c / m ~ C m E => u 0 0 L m " m (/) L m > 0 0 "1 "' "' en 0 0 ---------------------------------------R""E•V,.IE•wE""D•,-----------------------------------... 8 / 7 /15 RECORD DRAWING (/) w u er :::, 0 (/) \o' No. C54756 MICHAEL SINACORI, RCE 46214 i,! * Exp. 12/31/13 __ A_ss_Is_T_A_NT_cI_TY_E_NG_IN_E_E_R ______________________________ [l' • •t"9;; CIVIi_. = . DESIGNED: DRAWN: ~ J:oFcAU'V:. BR MV t----------~ NO DATE DESCRIPTION OF REVISIONS • • • •• CHECKED: DATE: SHEET OF / ------------------------------------------------------------------------------·-----------------------------------------C•Y ___ 1,.1/•0•6/.,1_2 _____________________________ ;.: 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING CONNECTION DETAIL @ STA. 106+76.26 1 -- CONNECTION DETAIL @ STA. 109+77.47 2 -- CONNECTION DETAIL @ STA. 116+08.75 4 -- CONNECTION DETAIL @ STA. 113+01.06 3 -- CONSTRUCTION NOTES 10 8-INCH DOMESTIC WATER LINE CONNECTION DETAILS 1 2 EXIST. 18" SS ~-1- ~) \._ - EXIST. 18" ss~ ~ -+1 - - SCALE: 1 /2" = 1 '-o• \.__ - -____,,,,,,,,_------.c~- 1 17 SCALE: 1/2" = 1'-0" 6 1 -'>...I 8 -~ ---r+- 1 8 EXIST. 18" SS \ _ l_ 251-----, ~- \__ - 1 17 SCALE: 1 /2" = 1 '-0" EXIST. '- 1 17 SCALE: 1 /2" = 1 '-0" 1 _c,.,/ 1 8 8 @ @ @ @ @ @ @) INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 6" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. REMOVE EXISTING 6" PIPE AND APPURTENANCES. INSTALL 8" x 6" DI REDUCER (MJ x FE). ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. INSTALL 6" CLASS 200 RESILIENT WEDGE GATE VALVE (FE x FE) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 8" x 8" x 6" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 8" x 8" x 4" DI TEE WITH RETAINER GLANDS (FE X FE X FE). INSTALL 8" CLASS 200 RESILIENT WEDGE GATE VALVE (FE x MJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 6" CLASS 200 VALVE BOX AND RISER STD-511-L. RESILIENT WEDGE GATE VALVE (FE x MJ) WITH PER CNB STD-508-L, STD-510-L-C, AND INSTALL 4" CLASS 200 RESILIENT WEDGE GATE VALVE (FE x MJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 6" x 6" x 4" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 4" LONG BODY TRANSITION COUPLING (PVC x ACP). INSTALL 6" LONG BODY TRANSITION COUPLING (PVC x ACP). CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. INSTALL 6" x 6" x 6" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 8" DI, 45• BEND (MJ x MJ). INSTALL 4" PVC C900 CLASS 200 WITH SENSOR WIRE. TRENCH DETAILS PER CNB STD-106-L. These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. m en "' CJ' L 0 > E Q_ 0 N N CD '--N N "'-N 0 m " u 0 0 I 1/) I n n en I "' / m > :;::; 0 z / m ~ => (I] I m <c / m ~ C m E => u 0 0 L m " m (/) L m > 0 0 "1 (0 CD en 0 0 ---------------------------------RE""V,.IEW_E..,D,-------------------------------8 / 7 /15 RECORD DRAWING ii:fE:JS I (/) w u er :::, 0 (/) ,a: . MICHAEL SINACORI, RCE 46214 w \.* Exp. 12/31/ .,__A_s_s1_sT_AN_T_c_1T_Y _EN_G_INE_E_R --+-------------------------: • ,J'"9;; CIVIi_. = / DESIGNED: BR DRAWN: MV ~ J:oFcAU'V:. 1--------03: NO DATE DESCRIPTION OF REVISIONS • • • •• CHECKED: DATE: SHEET OF / -----------------------------------------------------------------·----------------------------------CY ___ 11 ... /0_6""/1.,.2 ________________________ ;.: 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING CONNECTION DETAIL @ STA. 119+00.27 5 -- CONNECTION DETAIL @ STA. 122+32.12 6 -- CONNECTION DETAIL @ STA. 123+85.75 7 -- CONSTRUCTION NOTES 11 8-INCH DOMESTIC WATER LINE CONNECTION DETAILS 2 24,___. 29 17 -+1 \___] ___ _ 12 EXIST. 18" SS SCALE: 1 /2" = 1 '-o• 8 ~ E 6 2 25 SCALE: 1 /2" = 1 '-0" 8 25~ 1 'rl--- \__ __ _ EXIST. 18" SS J SCALE: 1 /2" = 1 '-0" 8 INSTALL 8" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 6" PVC C900 CLASS 200 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L. INSTALL 8" DI, 22 1 /2" BEND (MJ x MJ). INSTALL 8" x 6" DI REDUCER (MJ x FE) ABANDON EXISTING WATER LINE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND CAP AFTER NEW WATERLINE IS IN SERVICE. REMOVE VALVE BOX AND COVER. INSTALL 8" x 8" x 6" DI TEE WITH RETAINER GLANDS (FE x FE x FE). INSTALL 8" x 8" x 4" DI TEE WITH RETAINER GLANDS (FE X FE X FE). INSTALL 8" CLASS 200 RESILIENT WEDGE GATE VALVE (FE x MJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 6" CLASS 200 RESILIENT WEDGE GATE VALVE (FE x MJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 4" CLASS 200 RESILIENT WEDGE GATE VALVE (FE x MJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L-C, AND STD-511-L. INSTALL 4" LONG BODY TRANSITION COUPLING (PVC x ACP). INSTALL 6" LONG BODY TRANSITION COUPLING (PVC x ACP). CONSTRUCT THRUST BLOCK PER CNB STD-510-L-A. INSTALL 4" PVC C900 CLASS 200 WITH SENSOR WIRE. TRENCH DETAILS PER CNB STD-106-L. @ INSTALL 8" DI, 11 1/4" BEND (MJ x MJ). @ INSTALL 8" DI, 11 1/4" BEND (MJ x FE). These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. m "1 CD CJ> L 0 > E o_ " N N (0 <::. N N " N 0 ~ 0 I 1/) I n n "1 I 5' / m > :;:; 0 z / "' ~ => (I] I "' <c / "' ~ C <]) E => u 0 0 L <]) " m (/) L <]) > 0 0 "1 (0 (0 "1 0 0 ---------------------------------RE""V,.IEW_E..,D,-------------------------------8 / 7 /15 RECORD DRAWING ii:fE:JS I (/) w u er :::, 0 (/) ,a: . MICHAEL SINACORI, RCE 46214 w \.* Exp. 12/31/ .,__A_s_s1_sT_AN_T_c_1T_Y _EN_G_INE_E_R --+-------------------------: • ,J'"9;; CIVIi_. = / DESIGNED: BR DRAWN: MV ~ J:oFcAU'V:. 1--------030 NO DATE DESCRIPTION OF REVISIONS • • • •• CHECKED: DATE: SHEET OF / -----------------------------------------------------------------·----------------------------------CY ___ 11 ... /0_6""/1,.2 ________________________ ;.: == l) c:;;_---:;;__---4) LEGEND PROPOSED _____ WATERLINE TEMPORARY ________ WATERLINE = EXISTING 24-INCH ~-------' WATERLINE ABANDONED ____ ....,. WATERLINE EXISTING 6-INCH ~-------' WATERLINE EXISTING 4-INCH ~-------' WATERLINE = WATER SERVICE LATERAL ~-------' (NON-LOOPED) = L! == u ------------D Bl!JGg/NG == EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING FIRE HYDRANT PROPOSED CUT AND CAP = 5 SEQUENCING PLAN NOTES 0 CLOSE EXISTING VALVE 0 CUT AND CAP © PROVIDE TEMPORARY WATERLINE 0 PROTECT WATERLINE IN PLACE 0 ISOLATE/ABANDON WATERLINE 0 PROVIDE TEMPORARY PLUG 0 FINAL CONNECTION LOCATION 2 NO. ~1---r-'Cl""""---::-O-"'T'"""'T" _______ .,...., __ .,....,. ______ ~------cc==--~ [ [ [ [ [ NOTES: 1. REFER TO SPECIFICATION 1120 FOR PHASING PROCEDURE. 2. CONTRACTOR RESPONSIBLE FOR IMPLEMENTATION PLAN AND SHALL OBTAIN APPROVAL FROM ENGINEER AND CITY UTILITIES AND FIRE DEPARTMENT PRIOR TO CONSTRUCTION. REVIEWED: MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER 7 /15 RECORD DRA~NG DESIGNED: DRAWN: BR MV DATE DESCRIPTION OF REVISIONS CHECKED: DATE: CY 11/06/12 I RECORD DRAWING These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. WATERLINE SEQUENCING PLAN 1 DOVER DRIVE, NEWPORT BEACH CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5331-S SHEET 12 OF 18 == LEGEND PROPOSED _____ WATERLINE TEMPORARY ________ WATERLINE EXISTING 24-INCH ~-------' WATERLINE ABANDONED ____ ....,. WATERLINE EXISTING 6-INCH ~-------' WATERLINE EXISTING 4-INCH ~-------' WATERLINE WATER SERVICE LATERAL ~-------' (NON-LOOPED) == == === = ==o == u EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING FIRE HYDRANT PROPOSED CUT AND CAP === === === SEQUENCING PLAN NOTES 0 CLOSE EXISTING VALVE 0 CUT AND CAP © PROVIDE TEMPORARY WATERLINE 0 PROTECT WATERLINE IN PLACE 0 ISOLATE/ABANDON WATERLINE 0 PROVIDE TEMPORARY PLUG 0 FINAL CONNECTION LOCATION == NO. NOTES: 1. REFER TO SPECIFICATION 1120 FOR PHASING PROCEDURE. 2. CONTRACTOR RESPONSIBLE FOR IMPLEMENTATION PLAN AND SHALL OBTAIN APPROVAL FROM ENGINEER AND CITY UTILITIES AND FIRE DEPARTMENT PRIOR TO CONSTRUCTION. 3. CITY FORCES WILL PERFORM ALL SHUTDOWNS OF WATER FACILTIES. REVIEWED: MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER 7 /15 RECORD DRA~NG DESIGNED: DRAWN: BR MV DATE DESCRIPTION OF REVISIONS CHECKED: DATE: CY 11/06/12 RECORD DRAWING These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. WATERLINE SEQUENCING PLAN 2 DOVER DRIVE, NEWPORT BEACH CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5331-S SHEET 13 OF 18 TRENCH RESURFACING 105-L-B 105-L-D 106-LPARKWAY UTILITY TRENCH DETAIL PIPE BEDDING 112-LSTANDARD 24" MANHOLE COVER AND FRAME SIDEWALK DETAIL 180-L 181-L-C181-L-ACURB ACCESS RAMP DETAILS 1 CURB ACCESS RAMP NOTES 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S 14 CITY OF NEWPORT BEACH STANDARD DRAWINGS 1 182-L STANDARD CURB SECTIONS TYPES 'A' AND 'B' RECORD DRAWING TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, E;XCEPT THAT CO~RE;TE; SHALL BE; B" THICK MINIMUM CLASS 560 C 3250 AND #5 DOWEL, 18 O.C. WITH EPOXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. 8. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. * C. COLD PLANE EXISTING A.C. PAVEMENT (2" MINIMUM DEPTH}. EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER. EXJST. ** A.C. PVT. * 18" MIN. VARIES 24" MIN. TYP. * 18" MIN. VARIES EXJST. ** A.G: PVT. 5' MIN. DOWEL ,,,,,,,\, ,,','',_,_~,, ,,,,,, .. , '-,-,-,-,..."-'-'' ,_-_ '', ,'--'' EXIST. ** A.C. PVT. ASPHALT TRENCH RESTORATION CONCRETE TRENCH RES TORA TJON NOTE: STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER. NOTES: 1. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS. IN ADDITION, ANY EXISTING CITY IMPROVEMENTS/FACILITIES DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED/REPAIRED AT THE APPLICANT'S EXPENSE. 2. SIDEWALK SHALL BE RESTORED WITHIN ONE 'NEEK OF INSTALLATION OF FACILITIES. REPLACE SIDEWALK PER STD-180-L VARIABLE EX CURB & GUTTER TRENCH SHEETING OR SHORING IF USED TRENCH WIDTH FINISHED SUBGRADE OPTIONAL EXCAVATION LINES 3/4 SPRING LINE TRENCH SHE£ TING OR SHORING IF USED 6" MIN. 3/4 CRUSHED GRAVEL UNDISTURBED SOIL, TYPICAL 1. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM, OR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHE£ TING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONSTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIF/CATIONS SECTION 306-1.2.1, EXCEPT THAT: (A.) CLASS 100-£-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (8.) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING {ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. TRENCH RESURFACING SHALL BE PER STD. -105-L. A _L 3/4" CQVER FOR 24" CLEAR OPENING FRAME (STORM DRAIN COVER ILLUSTRATED) R=1J 9/16" I 1---------~ snit:~ABWT£ I I• ,,,. I 3/4" A BOTTOM PLAN OF COVER 27 3/8" I I "1•· I 32 1/2" --r-: I I NOTES: SECTION THRU. FRAME 1. MANHOLE FRAMES ANO COVER SHALL BE MADE OF GRAY CAST IRON CONFORMING TO ASTM A-48, CLASS 35, ANO PAINTED WITH ASPHAL TUM PAINT EXCEPT FOR MACHINED SURFACES. (ALHAMBRA FOUNOARY A-1495) DETAIL OF FRAME 2. STORM DRAIN (SANITARY SEWER) COVERS SHALL BE CAST WITH THE LETTER "O"{"S") IN THE CENTER OF THE COVER. m NO~E NO~ NO~E NO~E ~ ..,. _____________________________________ .,. ___________________________________________________________________________ ,.. ________________________________________ "' • "' , , I , , 2" OR MATCH EXIST. , , , , CURB FACE Ff. 4' MIN. 4• MIN. P.C.C. 3/8" EXPANSION JOINT UA TERI AL *. IO' OR NOTES 1• 5 VARIES -'P Reloining curb if 6 • 24 • > 10X Mox at curb t ed 3/8" EXPANSION JOINT B.3.111> Mox {5 •tl ~rc:~~.0 90 .. 1~ 1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODA TE RAMP MATERIAL (TYP) "'p ANO 4 ft. PLATFORM (LANDING) AS IN CASE A, THE 5/0WALK MAY BE DEPRESSED , , , , ' , , , iq ~· ; : ,, "' , , , , , , ; I , ; CURB ACCESS RAMP SHALL CO/IPL Y WTH CURRENT ADA REQUIREMENTS • R=to' FOR LOCAL S1REETS AND 25' FOR ARTERIAL S1REETS UNLESS OTHERIIISf SPEQFIEO * * 10' FIX/ MAJOR, 10' FOR PRUJARY, AND 8' FOR SECONDARY S1REETS UNLESS OTHERIIISf SHOWN CONCRETE SHALL BE 560-C-3250 CURB RETURN AREA 10' TYPICAL SLOPE 2% MAX. LANDSCAPE PARKWAY l',ITH STREET TREES REOi.JIRED 'MIEN DISTANCE FROM CURB TD PROPERTY LINE EXCEEDS .....___::::;::::~-6 FEET IN RESIDENTIAL AREAS. CONCRETE SIDEWALK IN COMMERCIAL AREAS l'rlTH STREET TREES. TYPICAL SECTION --------;.o .... , . .,.,. I I .,..,-"' / I , , I , I ' I , I , I I WEAKENED PLANE JOINTS 1-1/4" SAWED, QUICK-JOINT OR EQUAL 8' 8' 8' 8' 8' 8' 8' 8' PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS NO SCALE •4' MIN. Planting area vorioble "' see "ate 8 LONGITUOINALL Y AS IN CASE 8 OR C OR MAY BE WIDENED AS IN CASE 0. 71.,,..,.-crosswolk g '" s 2. IF SIDEWALK IS LESS THAN 6 fl. WIDE, THE FULL WIO TH OF THE SIDEWALK Plan tin area ....... ,1 ... 11 10X Mox at curb CASE "c" Crosswolk Use when sidewalk is less then 6 ft wide CASE "A" .JAor8] r---LRetoinina curb if 4' mi'l necessor1 ot edge • I of sidewolk -, I (4 ft} .. See Note 8 I • -i.... See Note B (Front edge of sidewalk -,,A tr>'---..... I, II -II . --- CASE "8" s.. ........ ~~......_,......,,_see Note 8 Top of romp Rounded 8.33,r; Mox SECTION A-A ..1 iJ' Front edge of sidewalk 2:1: Mox. CASE "E" ~ ~etoining curb 2X Mo::\ _ 1f necessary c::F=~~~~~=~I ~5f'-- sEcT1ON C-C CASE "F" See Note 4 .JAµ) Fron I edge of See Note 8 sidewalk CASE "G" See Note 4 LE~GTH or CURB mA~SITIO~ ·x· (TYPICAL) Curb height frons1t1on 6" !:>.O' mii . a· 6. 7'' ijii. DETAIL H Existiig curb ond sidewalk (3/4 ;n) L. "1 i-t/4 ;n, r.-,.;,...-,,.;n.-, l /,4 in. • • ., . • .. • • ., • . .. _ • . .• # ......... _ GROOVING DETAIL See note 8 SHALL BE DEPRESSED AS SHOWN IN CASE C. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR CASE E TO ACCOMMOOA TE WHEELCHAIRS. 4. FOR CASES F ANO G, THE LONGITUDINAL PORTION OF THE SIDEWALK MAY NEED TO BE DEPRESSED AS SHOWN IN CASE 8. 5. IF LOCATED ON A CURB THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIO TH OF THE RAMP SHALL BE 4 ft .. 6. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH ANO FREE OF ABRUPT CHANGES. 7. SIDEWALK ANO RAMP THICKNESS. "T: SHALL BE 4 in. MINIMUM. 8. THE RAMP SHALL HA VE A 12 in. WIDE BORDER WITH 1/4 in. GROOVES APPROX/MA TEL Y 3/4 in. ON CENTER. SEE GROOVING DETAIL. 9. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH ANO 3'-0" DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN SURROUNDING SIOEWAK. 10. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C. 11. UTILITY PULL BOXES, MANHOLES, VAULTS ANO ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 12. MAXIMUM SLOPES OF ADJOINING GUTTER, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP ANO CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5 PERCENT WITHIN 4 ft. OF THE TOP OR BOTTOM OF THE CURB RAMP. 13. CONCRETE SHALL BE 560-C-3250. 14. RETROFITS -WHEN A WHEELCHAIR RAMP IS ADDEO TO AN EXISTING FACILITY, THE CHANGES ARE PERM/ TED: {A) RAMP GRADE IN CASE "C MAT BE INCREASED TO 4%.. (8) OTHER RAMP GRADES MAYBE INCREASED TO A MAXIMUM OF 11.1% {NEVERTHELESS, THEY SHOULD BE AS FLAT AS FEASABLE. (C) WHERE THE 4 FOOT PLATFORM IS NOT FEASABLE, THE WIDTH MAY BE DECREASED TO 3 FOOT. (D) THE PLATFORM MAY BE EL/MINA TEO IF THE GRADE DOES NOT EXCEED 8.33%. 15. RAS/ED TRUNCATED DOMES SHALL BE DARK GREY IN COLOR ANO SHALL BE "TERRA PAVING" AS MANUFACTURED BY WAUSAU TILE, INC. OF WISCONSIN OR EQUAL. NOTE: PLEASE SEE STD-181-L-C FOR ALL NOTES. 16. DETECTABLE WARNING SURFACES SHALL EXTEND 36 INCHES MINIMUM IN THE DIRECTION OF TRA VEL ANO THE FULL WIO TH OF THE CURB RAMP. NOTE: ADAPTED FROM CALTRANS CURRENT STANDARDS PLANS FOR UP-TO-DA TE REQUIREMENTS. NO SCALE NO SCALE 1, 2. 3. 4. L NOTES: 3/8" LIP • "' LEVEL 1' WIDE BY 1' DEEP AC PATCH BACK TYPE A P.C.C. CURB AND GUTTER (CURB FACE SHALL BE 6" UNLESS OTHERWISE NOTED) ' ~ L tJ tJ .::-; .::-; ~ ~ • .. .., ~ ~ • • ~ :!: 6" , , ., ,, ),~:': ~ ::4 . ~:,~~;';, ,,, ',,: TYPE B 1' WIDE BY 1' DEEP AC PATCH BACK P.C.C. CURB (CURB FACE SHALL BE 6" UNLESS OTHERWISE NOTED) GUTTER SURFACE WITHIN 4" OF FLOWLINE SHALL BE GIVEN A STEEL TROWEL. (APPLIES TO TYPE "A" CURB) PREFORMED 3/8" THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL TYPES OF CURB AT THE B.C. ANO ANO E.G. OF RETURNS, AT INTERVALS OF 60' BETWEEN RETURNS ANO AT THE ENOS OF DRIVEWAYS. SIMILAR EXPANSION JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS. (APPLIES TO TYPES "A", "B", ANO ·c· CURBS). CONCRETE SHALL BE 560-C-3250. SMOOTH TROW/. THE TOP 4-INCH OF THE BACK OF CURB. E Q_ c- c[) N CD -:::_ N N "'-N 0 CJ' " u "' 0 I 1/) I n n en I "' / m > :;::; D z / "' ~ => (I] I "' <c / "' ~ C m E => u 0 0 L m " m (/) L m > 0 0 -------~ CD "1 0 NO SCALE o .... -----------------------------------------------------------------------------... ----.-------------------------------... •R"'Ev•1E•w"'E•D,------------------------------------t8 / These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result (/) w u [l' :::, 0 (/) \o' No. C54756 MICHAEL SINACORI, RCE 46214 i,! --Ji Exp. 12/31/13 __ A_ss_1s_T_A_NT_cI_TY_E_NG_IN_E_E_R ______________________________ [l' • ,t"9;; CIVIi__ = , DESIGNED: DRAWN: ~ -f:OFCAU''-':-BR MV t---------11~ NO DATE DESCRIPTION OF REVISIONS -• • --CHECKED: DATE: SHEET OF / ------------------------------------------------------------------------------·-----------------------------------------C•Y ___ 1,.1/•0•6/.,1_2 _____________________________ ;.: STANDARD CURB SECTIONS TYPES 'C', 'D' AND 'E'183-L 185-L 200-LSTANDARD CROSS GUTTER 8 FEET WIDE LIGHTING STANDARD TYPE 1 204-LLIGHTING STANDARD LIGHTING STANDARD 205-L 306-L304-L 316-L-A CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR FOR 4 1/2" TOP SLAB LOCAL DEPRESSION DETAIL AND INLET GENERAL NOTES CURB INLET TYPE OL CURB INLET TYPE OS 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S 15 CITY OF NEWPORT BEACH STANDARD DRAWINGS 2RECORD DRAWING 6" 12· 1· .J:12 •• ·BATTER: 1' WIDE BY 1' DEEP AC PATCH BACK '. .◄. '.• . 4 .• ,.a. . . .. :·· \; • . 1/rR -<~·:· ....... ,:. <I NOTES: 1. IN SUPER ELEVATED SECTIONS THE GUTTER SLOPE SHALL FDl.LOW THE CROSS SLOPE OF THE STREET PAV[MENT. 2. SEE NOTES ON STD.-182-L FOR INFORMATION ON JOINT. 3. CONCRETE TO BE 560-C-3250. TYPE C P.C.C. CURB AND GUTTER I 4 LONGITUDINAL BAR 8: 12 BATTER DOWELS MAY BE DELETED AND CURB UNREINFORCED WHEN EXTRUDED CONCRETE IS BONDED TO PAVEMENT SURFACE WITH APPROVED EPOXY ADHESIVE CONFORMING TO STATE OF CALIFORNIA SPECIF/CATION 8040-01E-08 AND BE USED IN STRICT ACCORD WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. __r/~ TOP OF FINISHED , PAVEMENT I •• ll"---1 4 DOWEL SPACED 4' O.C. ~ MIN. LENGTH 8" TYPE D P.C.C. CURB 6" MIN. 8: 12 BATTER TOP OF PAVEMENT Jr--ASPHALTIC TACK COAT REQUIRED TYPE E ASPHAL TIC CONCRETE CURB NO SCALE AMEi/ON CONCRC 1£ POtE II/JI J7 OR Af'PROl£0 EDJJAL. AMERON BRACKET MOUNTING POLE BOLT BOLT CAT. ARM HEIGHT HEIGHT DISTANCE CIRCLE NO. ALUMINUM X y 481-19-F4 4' 20'-9" 18'-9" 12" 17" 481-24-F4 •• 26'-J" 24'-J· 12" 17" 481-24-FB 8' 27'-9" 24'-3" 12" 17" 681-26-F8 8' 29'-9" 26'-3" 14'-!6" 21· 681-31-FB 8' 34'-911 31•-.r 14'-!6" 21" !!llfilS:. ,. BRACK£ T ~ llaJN 11NG AND POtC H(JCH IS 111. r ANGLE ANO LAMP SIZE ro BC SHO'IN ON Pt.ANS. 2. 4'-0" OJA. CIRCIJI.AR FOUNDA1ION IIAY BC useo IN PLACE Of J'-6" SQ fOVNDADON. l ALL BASCS SHALL BE P/MIED TO 4" BELOW S/OCWALK GRAD£, 10 ALLOW FOR 4" THICK GROUT. 4. THC AREA AROUND ALL S1ANOAROS SHALL BE FOIIMCD AND P/MIED 111111 GROUr 10 CxrcNO 6" ON CAQ/ SIOC ANO BACK Of S1ANDARD ANO Fl/(/l/ BAO< Of CURB 10 FRON1 Of srANDARD. GRO/J1 SHALL BE POUR£O FIIQl,I rap Of BAse 10 Slll£WALK GRADE. GROU1 SHALL CONS/51 Of 2 PARIS SANO ANO 1 PART CCll{NT. 6" 5. CAQ/ POtC SHALL HAI£ A PULL BOX. sec SID-102-L. 6. rose 1/atJCR SHAl.1. BC LOCA 1£0 IN ADJAC£N1 PIR.L BOX, sec SIV-20.H. 7. ALL THRCADCD CDNNECIIONS SHALL HA',£ PRC-APPR0',£0 AND-sellC CDIIPOUND. 8. SC£ POtE LCl£LING 0£7AIL ABDI£. 2 FOR POtC IIIR/N1-sec CN8 SID-203-L. 10. POtC NlAIBERJNG SHALL BC I" Bl.AO< IINll. SEI.F-AOHCS/1£ NIIMBE1IS ON 1"X6" REflLCT/1£ BACKING INSTALLED IN A 1£RT1CAJ. Oll1CN1AT/ON. 11. IIRING fRa.l ADJACCNT PULL BOX LININAJ1/C SHALL BC /12 AMC lNSVLA TED STRANO£() CIPPER (NON-GROIJNDCO CONIIUCTU/5) AND /12 AMC Srl.lO CCIPl'f;R GRWNIJ. IIAICH COi.Oii COO£ Of CIRCI/JT. ser BAa< PER PLAN It AOA RCOOIREllfN IS ,,---t--OOOR OPENING FACCS STRCC7 1" X 36" It 4" CAL VANIZCO ANO/OR IKl.T W/111 CAL VANIZCO Nl/1 ANO (2) HMS/If/IS. CX1END J-b" A801£ rap Of FOUNDA 1IOII. X 2'-6" SQ. J'-0" DIA. CIRCULAR BASE DETAIL NO SCALE GALV. srm NUT CALV. S1££L WASHelS GALV. S1££L NU1 f/N/SH I SVRfACC h" I/IN. m>. ~ POtC LUG ANCHOR 80L r INSTALL ANR-sellC COIIPOOND TO IHREAOS LEVELING DETAIL ODOR OPENING FACES STREU 15' 2' 15' BEGIN GUTTER 81~ JIB" EXP. JOINT MAT'L {TYP) 8" P.C.C. OVER 6" AG. BASE A t P L A N II I II I II I II I II I II I II I II I II I I NO SCALE NORMAL GUTTE:R F.L. \ SECTION A-A JIB~ EXPANSION JOINT IIAH. EXTfNP THRU CURB ( TYP) C) 4-/4 SMOOTH GAL V. BARS {4' LONG) 0 18" O.C., J" Fl/OM BOTTOM {TYP). ALL LOCATIONS SHOWN VARIES A.C. PAV'T. J/8" I 0.10 ct VAR. •. !_ A to ct5 ..,; _:r SECTION B-B -..,. VARIES A.C. PAV'T._l I 3/8" ~ SECTION C-C JIB" EXPANSION JOINT MA T'L. (XTE:ND THRU CURB {TYP) BEGIN GUTTE:R TRANSITION NOTES: 1. SMOOTH TROWEL 8" WIOE FLOr.f.lNE IN CROSS GU TTE:RS AND APRONS 'MIER[ GRADES ARE LESS THAN 1.0% 2. CONCRETE TO BE 560-C-3250. CURB FACE SECTION A-A 2· I , CURB INLET STRUCTURE L , I 2· A A ~~==:::::±====:EF-~===========ic=:l:::::::==::±~=====i---5"" 1. 2. 3. 4. 5. WARPED S[CTION INLET GENERAL NOTES: MATCH NORMAL STREET GRADE PLAN LOCAL DEPRESSION "H" DEPTH FOR ALL BOXES IS J'-6" UNLESS OTHERWISE SPECIFIED. FOR "t" WALL THICKNESS. SEE TABLE OF INLET PLAN. HEIGHT OF CURB OPENING WILL VARY WITH THE TYPE OF CURB AND SHALL BE 2" GREATER THAN CURB FACE. USE FACE PLATE SHOWN ON ST0-316-L. REINFORCING STEEL SHALL BE /4 BARS @ 1B":t CENTERS PLACED 1-1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN. STEPS: NONE REQUIRED WHERE "H" IS J'-6" OR LESS. INSTALL ONE STEP 16" ABOV[ FLOOR WHEN "H" IS MORE THAN J'-6" AND LESS THAN 5'-0". WHER[ "H" IS MORE THAN 5'-0", STEPS SHALL BE EVENLY SPACED AT 12" INTERVALS FROM 16" ABOV[ FLOOR TO WITHIN 12" OF THE TOP OF THE BOX PLACE STEPS IN WALL WITHOUT PIPE OPENINGS. SEE ST0-404-L. 6. MANHOLE SHALL BE PLACED ALONG BACKWALL. MANHOLE FRAME AND COV[R SHALL BE ALHAMBRA FOUNDRY jA-1530 OR EOUAL WITH LOCKING DEVICE AND LETTER "D" ON NAME PLATE. 7. CURB SECTION SHALL MATCH ADJACENT CURB. SURFACE OF ALL CONCRETE SHALL CONFORM IN SHAPE, GRADE, COLOR, FINISH, AND SCORING, TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 8. EXCEPT FOR INLET.S USED AS JUNCTION BOXES. BASIN FLOORS SHALL HAV[ A MINIMUM SLOPE OF 12:J FROM ALL DIRECTIONS TOWARD OUTLET PIPE. 9. GALVANIZING: ALL EXPOSED METAL SHALL BE HOT DIP GAL VAN/ZED AFTER FABRICATION. 10. OUTLET PIPE SHALL BE TRIMMED TO THE FINAL SHAPE BEFORE CONCRETE IS POURED. 11. PIPE(S) CAN BE PLACED IN ANY WALL. 12. THE FLOOR OF ALL INLETS SHALL Bf GIVEN A STEEL-TROI',!, FINISH. 13. STANDARD OPENING LENGTHS (L) ARE J'-6", 7, 10, 14, AND 21 FEET. NO SCALE l SQ. ELEVATION A 240 V. H.P.S. CUTOFF LUl,IINAIRE (FOR 70. 100, 150, 200 OR 2.50 WATT LAMP) WITH ENC105£D REGULATOR TYPE BALLAST PHOTO HECIRIC CELL RECEPTACLE, CHARCOAL FIL Tf:RED DPllCAL ASS£1,1BL Y, AND TYPE Ill DISIRJBUllDN. G.E. 1,1250 A2 REMOVABLE POWER MODULE DOOR LUl,IINAIRE cu T OFF DP ncs OR PR£-APPROVED £QUAL. AME:RON CONCRErE: POLE MIX :J7 OR APPROVED EQUAL. AMERON BRACKET MOUNTING CAT. ARM HEIGHT NO. ALUMINUM 481-19-F4 4• 20'-9" 4B1-24-F4 •• 26'-3" !!llfilS:. 4B1-24-F8 8' 27'-g• 1. BRACKET~ JJa/N11NG AND POtC HDGHIS ro BC SHOWN ON PLANS. POLE HEIGHT 2. :f-0" DIA. CIRalLAR FOIJNOA1ION ltAY BC useo IN PLACC Of 2'-6" SQ fGIJNOAT/ON. l ALL BASCS SIIAJ.L BC POORIO ro •• BCLOW SIOCWALK GRAOC. ro ALLOW FOR GROUT. ( rHf AR£A AROOND ALL STANOAROS SHALL BC FOOICO ANO P/MIED 111111 GROUT 10 CX1ENO 6" ON EAQ/ SIOC ANO BAO< Of STANDARD AND Fl/(/l/ BAO< Of CURB 10 FRONT Of STANDARD. GROUr SHALL BC POURCO Fl/(/l/ TIP Of BAse ro SIOCWALK GRAD£. GROOT SHALL CONSIST Of 2 PARIS SANO AND I PART CCMCNT. 5. CAQ/ POtE SHALL HAI£ A Pl/LL BOX. sec SID-204-L 6. FUS£ Ha0£R IN AIJJAC£N1 Pl/LL BOX. SC£ SID-205-L 7. All 1HRCAD£D CONNEClla-15 SHALL HAI/£. PRE-APPROl/f.D ANTl-SEJZE COIIPOlJND. a sef POtf LflfZING 0£1AII. IV THC RIGHT. 9. FOR POtE lllRlNG , sec CNS SID-205-L ser BAa< PER PLAN It ADA RCQIJIRCMCNIS ,,---t--OOOR OPfNING FACES STREET t• JI J6• X 4• GAL VANIZCO ANCHal BOLT 11111 GALVANIZCD NUT AND (2) WASHCRS EXTEND 3-1/2" A801£ TOP Of FOIJIIOA 1ION. I • NO SCALE 0 6" G L/Nf 0 GALV. 5TCC1. Nl/1 GALv. srrn WASHCRS CALV. srm NUT 12" SQ. 8" 6. ·• . . . 0. ·• .• 4. BASE DETAIL 4• RADIUS PROTfCIION BAR INS1ALL ANR-SCIZC COllPOUNII 10 THRCAOS POtC LUG LEVELING DETAIL DOOR OPfNING FACCS SlrlfH J'-o· L ,___ _ _____,f 4" RAO. ounn STATION MT __) Sff SID. -316-L SECTION C-C SHOWN ON PLANS PLAN -INLET TYPE OL L /4 0 12· 12 r--- 1----Jc,~--,6""· -------,-,vA"'/11£"'s,---+-----I 6" f-----~t-~~~---~ t--14 o 12 I 4" RADIUS PLAN 1-112· CLR. MIN. SLOPE: 10% ,·.· .. ,V. ,"•,-.:;~-•-·/:· /4 06" y B 4• RADIUS (rtP) INLET TYPE OS NO SCALE 1/4" RAD. H 8 OR LESS s·-1-TO 20· NOT£: FOR GENERAL NOTfS AND LOCAL /JfPRESSION SEf SID. -J04-L. SID. FRAME ct COVf/1 SEE NOT£ 6, SID-J04-L FACE PLAT£ ASSEMBI. Y Sff SID. -J16-L ANCHOR /4 0 12· o.c. lJOTlfWA IS_---i_ SECTION B-B r 6 a- CURB FACE PLUS 2• =r=i~ . ~ 1¼"•: SCHED/J1.C 40 CONOIJIT BRACKH ARM 240V CUTOFF LUM/NA/Rf WITH PHOTO ELfCIRJC CELL It RECEPTACLE, AND Rfl,IOVABI.E POWER MOOULC DOOR LUM/NA/RE, CUT OFF OPncs OR PRE-APPROVED EQUAL. <TILT AMERON BRACKET MOUNTING POLE BOLT BOLT R DISTAACE CIRCLE CAT. NO. ARM TILT HEIGHT HEIGHT X y 1C2-DJSe 6' ~-29'-6· 23'-1" 36" al!," 12)1" 1CJ-28.15 a· ~-35'-0" 27'-9" 69" 10¾" 15'1" AMERON CONCRETE POLE MIX 37 OR APPROVED EOUAL ~ I. IIRAC/1£1 ARM. IIOIIN11NG AND POtE HDGHrs nu ANGLE ANO LA/IP SIZE 10 BC SHOWN ON PLANS. 2. 4'-0" OIA. CIRCIJI.AR fGIJNOAnON 1/AY BC 1/SCO IN PLACC Of J'-6" SO. FOIJIIOAT/ON. .J. ALL BAses SHALL BC POORCO 10 •• BCLOW SIOCWALK GRADE, 10 ALLOW FOR •• 1HICK GRO/J1. 4. rHC AIIFA AROONO ALL srANOAROS SHALL BC roRM£D AND POORCO 11111 GRO/J7 10 CX1ENO 6" ON CAQ/ SIOC AND BAO< Of STANDARD ANO FIIQl,I BAO< Of CURB 10 FRONT Of S7ANIIARD. QiOIJr SHALL BE POURED FROII WP rT BAS£ TO .9Df"WALK GRADC. GROUT SHALL CONSIST Of 2 PARIS SANO ANO 1 PART CCIICNT. 5. fAQ/ POtE SHALL HAI£ A PULL BOX. sec SJl)-202-L. 6. FUS£ Ha.OCR SHALL BE LOCATED IN ADJACENT PULL BOX. sec sro-20J-L. 7. ALL IHRCADCO CDNNECIIONS SHALL HAI£ PRC-APPROl£D ANn-se1zc ctJIPOONO. 8. SC£ POl.f Lfl£LINC 0£TAII. A801£. 9. FOR POI.£ -sec CNB SID-20J-L. 10. POtC MlMBCFllNG SHALL BC 1• 81.Aa< IINl!. SC!F-AOHCS/1£ 111/UBCRS ON l"X6" R£FILCRI£ BACKING INSTALLED IN A l'CRIICAL OR/£NTAT/ON. II. -FIIQl,I AIJJACfN 1 Pl/LL BOX LUii/NA/RE SHALL BC /12 AMC INSUI.ArED 51RAN0£0 CCIPl'f;R (NON-GROUNOCD CCND4/CTUIS) AND /12 AMC SQIO CIPPfR GROUND. llA7CN COi.Oii caJC Of CIIICUtT. seT BAO< PER PLAN It AOA R£QIJIRCIICNIS y :f-6" SQ flNISH SVRfACC GALV. SrECL NUr CALV. srm WASHfRS GALV. srm wr •·-o· OJA. C1RCUUII X INS1ALL AND-sellC Cfl,/P()(Jl/0 ro 1HR£AOS I EYE! ING DETAIi . ·-:'!-c,.r.. ·"'· -·•_. ·1~< ": • 6" ;.:_: ... •• J = ··•~ 'df ~ : • .. : r• X J6" X 4" ,. ·,.-... _ ,; GALVANIZCO ANCHOR • ~ • •. •-·· •• BOLT 111H GALVANIZCD • -: • •·• '· NUT AND (2) HMSHCRS. I J'-6· SQ C::NJ. ~=-',£ •·-o· OJA. CIRCIJI.AR ELEVATION ODOR /JPfN/NG FACCS 5TRCC1 BASE DETAIL NO SCALE T 4 A~ m° FOR CURB BATTER LESS TH.AN 2.' 12 • 9""FDR CURB BATTE!'! z;12 THRU 4:J.! ., AS SHOWN ON f'LANS FOR ALL OTHER CURB BATTE.I-! SECTION -OPE'.NING FOR CONC. ( PLA.CE'-'IENT ITYP.) INTERIOR FACE OF CATCH • • BASIN END WALL _..,.,...--!5/l6 /. 10 /I FACF. PLATE ~ 5/!6'' X 10" FACE PlATi:-...,. -:_LOCATE WELDS IN ,../ LONGER SPAN SEG- / MENT -... ' . -314•otA. HOlE\TTr.) \ -r' \ ~ j ,· 314• SQUAAt: J 1:2:" HOLE::S ~1; ,,: ~ ~-I tNO ANCl-!Of{(TYPJ AHCHOR JOIN"I END DETAIL SPLICE DETAIL POtC LUG 01 Ul "' "' '-. "' "' ' "' 0 "' " 'O "1 0 I (/) I ;;; ,..., Ul ,,,1 / (I) -~ -0 z / "' -J m I "' <( / "' -C (I) E J u 0 D 't (I) (I) [Y ~ (I) " (I) (/) _,: C J ~ f- Q) > ·c: 0 ~ 0 D .--------~ "' Ul 0 NO SCALE o --------------------------------------------------------------------------------------.. ------------------------------------------.... R .. E·v1"'EWE"""D·,-----------------------------------------8 / These record drawings hove been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. (I) w u I [Y I ~ I 0 I oc: . MICHAEL SINACORI, RCE 46214 ~ '-'-' E 12/ ASSISTANT CITY ENGINEER \x xp. 1-----------1------------------------~--------ltr \/-0;; CIVI DESIGNED: BR DRAWN: MV ~ JceJcCAll / >-----------~ NO DATE DESCRIPTION OF RE"1SIONS ----_ _, CHECKED: DATE: SHEET OF / ------------------------------------------------------------------------------·-----------------------------------------C•Y ___ 1,.1/•0•6/,.1_2 _____________________________ >-' 401-LSTANDARD MANHOLE MANHOLE SHAFT ORIENTATION 409-L 500-L CONSTRUCTION NOTES: DROP MANHOLE 403-L GENERAL NOTES: GENERAL NOTES: CONSTRUCTION NOTES: GENERAL NOTES: WET BARREL FIRE HYDRANT 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S 16 CITY OF NEWPORT BEACH STANDARD DRAWINGS 3 GENERAL NOTES:CONSTRUCTION NOTES: SPECIAL NOTE: SEWER LATERAL WITH CLEANOUT 406-L RECORD DRAWING l->-----------4'--------------i 1 24" dia.1 2 _f 2" A.C. r 0 CONSTRUCTION NOTES: Install manhole frame & cover per ST0-112-L and STD-409-L. 18" maximum t (3 (31---,:,·~·-+-. ------f,,C-~ 24" diameter (3 (3 (3 .. ... •• ... 48" or 60" diameter • 211 Min. TYPICAL SECTION 6" t 36" • : L: ~========~ 48" or 60" diameter 48" x 24" & 60" x 24" ECCENTRIC CONE To be seol w/tar 0 0 ® Construct concrete collar 12"x 6". Install 3" grade ring where required. Install 6" grade ring. 6" Rubber couplings outside manhole base. ®-__Fl Extend base to within PLAN OF BASE NO SCALE S OPE 1 /FT 4" of nearest pipe joint. GENERAL NOTES: 1. For drop manhole see drawing STD-403-L. 2. The difference in elevation at each end of the invert of the manhole channel shall be 0.20 feet. Shelf slope shown is minimum. 3. For new manhole installations. lay new sewer pipe through manhole and cut out pipe for channel ofter base is poured. 4. All connections to existing manholes shall be core drilled and water tight when completed. Approved method for pipe to manhole connections: Use couplings with elostomeric gasket seals. Cement-grout into manhole walls. Insert pipe through coupling. 5. 60" Manhole for depth of 15' or greater. (Requires larger rings & 30" manhole cover) 6" t t-f----------4'------------i -'!: . • i->-----48" or 60" -----~ • 0 ... q . • . . . . . . : ~ 4. ~~ •. ._.. 2" Min. <I A· Aggregate base} rock material 3 1 % Back slope 4 NO SCALE 2 0 0 0 8" VCP or SDR-35 PVC sewer pipe. 8"x 8" VCP or SOR-35 PVC cross, bell x bell. 8" Rubber mechanical banded seal coupling; stainless steel bonds; Mission Cloy adjustable repair coupling (Type 2) or City approved epuol. 8" VCP or SDR-35 PVC Long radius 90" bend, bell x spigot end. Valve box cover per applicable portions of STD-511-L with cover marked "Sewer." Alhambra Foundry A-1244. Manhole frame and cover per STD-112-L or STD-114-L. 24" diameter grade rings as in STD-401-L. 48"x 24" or 60"x 30" eccentric manhole cone. 48" or 60" diameter manhole section; precost reinforced concrete, height as required. @ Poured-in-place concrete manhole base section. Refer to STD -401-L . ~--18" Min . 2411 Max. 1 . 2. 3. 4. Orop manholes may only be used by special permission by City. (Then only in the case of very deep sewer mains.) For manhole bose ond other pertinent construction details refer to STD-401-L. 60" Manhole for depth of 15' or deeper. (Requires larger rings & 30" manhole cover) VCP shall be high strength. m cf) CD -----------------------------------------------------.--------------------------------------.. -------------------------------------------------------------------------------------------.. 0> Ii'. 10 Ii'_ / Alternative set-up at special request by homeowner and approved by Engineer. 1 Sidewalk (or alley surface) Chisel "S" on face of concrete curb over lateral. 3• high letter. ¼" deep. Curb & gutter 4' min. 4' min. 0 ® ffi ® © 0 Finished street surface 2 Riser, Caulder or Fernco coupling & stopper to be installed 6"" below finshed grade. 3 Minimum Slope: ¼" per lineor foot or 2.00% Under Q.Q. circumstances shall ABS pipe or fittings --------be allowed! All sewer laterals shall be inspected by the City and be replaced if necessary to meet current city standards. Sewer lateral connection per STD-405-L Install sewer cleanout cover per applicable po&tions of STD-511-L. Triangular cover with S on top. 4" (or 6") VCP or SDR-35 PVC sewer pipe with gasket, integral bell and spigot joints. 4" (or 6") VCP or SDR-35 PVC 45" bend. 4"x 4" /or 6"x 6") VCP or SDR-35 PVC wye branch fitting. For slope less the~-~-per foot a 6" lateral shall be used with a minimum slope = }!I per foot. Cleanout may be installed on private property side of property line at special request by homeowner and approved by City. Sewer clean out covers shall be Brooks products No. 4 TT or J.&R. No. 4 T marked sewer. Cleanout covers placed in sidewal)<s maY. be Brooks Products No.1 -RB and No.1-R (concrete cover) er J.&R. No. 1-R by special permission only. n'. w 3:: w (/J w z ::::; 4" (or 9") ABS stopper (where laterals ore stubbed) Sewer cleanaut riser _piP.e material shall be VCP when existing sewer main is VCP and SDR-35 PVC pipe shall be used when the sewer 4" (or 6") short piece, VCP or SDR-35 PVC, 6" main is PVC. long. 4" (or 6") rubber mechanical bonded seal ~lamp. Mission Cloy adjustable repair coupling \ Type 2) or City approved equal. 4" (or 6") private sewer pipe. B"x 4" (or 6") wye branch fitting. SDR-35 PVC. VCP or Install ABS stopper in rubber coupling. Use Mission Clay Products stopper or approved equal. Sidewalk replacement shall be in full panel. PVC shall be SDR-35 per ASTM 3034. Sewer pipe and fittings shall be bedded with ¾" crushed rock m9terio1 per STD-100-L In areas of ground water or tide water, ¾ crushed rock shall be used. Use General Notes #1 & #2 from STD-405-L. Soddle type connections to sewer mains are prohibitied, except by special permission from the City. Glue or solvent joints are prohibited. CCTV of existing lateral will be required when using the alternative set-up. t t t t t U----\----DIRECTION OF FLOW (TYP.) i-~,__--MH. SHAFT OPENING (TYP.) 1. Manhole frome and cover shall be installed in accord with applicable portions of STD-112-L and STD-401-L. 2. Deviations from these standard manhole cover orientations requires special permission from the City. Cement mortar lined MJ ductile iron tee with 6" FE OU tlet • Valve box cover and riser as per STD-511-L A.C. pavement -~ E 9 in (j;_ of water main as shown on improvement pion. r<) ~ " > 0 u 3 • For topping installation to existing mains refer to STD-507-L 8 0 0 0 0 0 0 ® ® 6" C-900 P.V.C pipe. 6" resilient wedge gate valve, FExMJ with retainer gland. 6"x36" ductile iron hydrant bury MJ. Fire hydrant shall be ductile iron 6"x4"x2Jf AVK 2470. Hydrant shall be equipped with 1-4" outlet normal to curb foce and 1-2Jf outlet parallel to curb face. In commercial & high density zones use ductile iron 6"x4"x2½"x2½" AVK 2490 hydrant. Break off check valve AVK Flow Guard 2. If AVK Flow Guard 2 is not being used, hydrant must hove breakaway bolts. Type 316 Stainless steel %" hex heod nuts and %-11 hex head bolts. Ductile iron tapered hydrant outlet cop with brass threads. Concrete thrust block per STD-510-L-A. The tracing wire shall be attached outside the valve riser and 18" of wire shall be drop into the riser from the valve box. 1. Caps & operating valve stems shall have 1.la" pentagonal operating nuts. 2. All flange bolts shall be type 316 stainless steel coated with anti-seize compound ( except where otherwise noted). 3. Point fire hydrant with 2 coats of white, Rustoleum paint. 4. Maintain 36" clearance where hydrants ore placed on narrow sidewalks. L 0 > E 0. 0 n CD -:::. N N ...... N 0 o; " "O CD 0 I 1/) I n n cf) I "' / m > :;::; 0 z / "' ~ => (I] I "' <c / "' ~ C <]) E => u 0 0 L <]) " m (/) L <]) > 0 0 .-------1i2 CD en NO SCALE 0 ______________ N_o_s_c,..A,.L_E _________________ .. ______________________________________ ,... ........ ------------------------------------18 RE~E~D ~ These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as o result. (/) w u er :::, 0 (/) C54756 MICHAEL SINACORI. RCE 46214 w :er er \* Exp. 12/31 /13 ...... _A_s_s_1s_T_AN_T_C~IT_Y_E_N_G_IN_E_E_R_1---------------------------------1cr • ,h C , DESIGNED: DRAWN: w \,;q, 1v1~ = f- :coFcALI''?:, BR MV >------------~ NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET OF / _________________ N_o_s_c_A_LE _______________________________________________________ . _______________________________________ c_Y ___ 11_;_□6_/_12 ____________________________ ;..: 502-L3/4" AND 1" WATER SERVICE MAIN LINE VALVE 508-L WATER MAIN TAP 507-L CONSTRUCTION NOTES: GENERAL NOTES:GENERAL NOTES: CONSTRUCTION NOTES: GENERAL NOTES:CONSTRUCTION NOTES: GENERAL NOTES: *ƒ%HQG+ƒ%HQGƒ%HQGTee or CrossDead EndFitting & Size ƒ%HQG CROSS THRUST BLOCK TYPICAL *ƒ%(1'ƒ%(1' +ƒ%(1' DEAD END ƒ%(1' TEE GENERAL NOTES: Thickness Th (in.) Side Key SK (in.) Height H (in.) Bottom Key BK (in.) Width W (in.) Thrust (lbs.) Reducer Size D1 x D2 (in.) THRUST BLOCK BEARING AREA L X H IN SQUARE FEET PLAN VIEW (not to scale) PROFILE VIEW (not to scale) 510-L-ATHRUST BLOCKS 510-L-BREDUCER THRUST BLOCKS CONSTRUCTION NOTES: GENERAL NOTES: 503-L2" WATER SERVICE 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S 17 CITY OF NEWPORT BEACH STANDARD DRAWINGS 4RECORD DRAWING i-,-----23"---- 13" ---i2"f---!-0---13)f' 7 * see general note no. 7 PRIVATE SERVICE LINE ____J 6 0 lmin. 2 1. Couplings will not be permitted when service line is less than 60 feel in length. 7 2. All tubing and fittings between main and meter shall be 1" diameter (except where noted). 3. Tubing shall be bent with on approved bender. Distortion of 0.0. shall not exceed .Ja of its original diameter. 4. Spacing of multiP,le lo~ connections shall be o minimum of 24" apart and 45" angle or otherwise permitted by Ut,lilies Division. 5. See STD-505-L for service lop on steel water mains. 6. For all new installations, compression filling of all types ore expressly prohibited from use. line 7. Where services ore lo be installed on steel water mains, refer lo STD-505-L. Where services ore lo be replaced on existing or ductile iron water mains, change the existing saddle lo o stainless steel service clomp with iron pipe threaded bushing. Ford FS1-CC4 for appropriate pipe diameter. 0 02) Brass coupling with female I.P. thread. Brass tail piece and meter installed by City after meter box is in place. Tail piece shall be ford C38-23-X (where X is the tail piece length in inches) or Jones J-134-¾" for a ¾" meter, and ford C38-44-X (where X is the tail piece length in inches) or Jones J-134-1'' for a 1" meter. Angle meter slop with copper flare inlet & lockwing, Jomes Jones J-1525 or Ford KV23-444W. Type "K" copper tubing. Coupling with copper flare ends, Jones J-1528 or J-1529, Ford C-22-44 or CS-22-44. For repairs compression coupling fit tings may be used with special approval from the Lftilities Division. 0 ® Corporation stop, male c.c. threads inlet &: copper flare outlet, Jones J-1500, Ford F700-4, or Mueller H-15025. Double strop bronze service saddle with c.c. threads, Jones J-979 or Ford 202B. For PVC, use J-969 series or 202BS. @ Concrete meter box, Eisle #437MB. Boxes sub jecl lo traffic loading require cast iron traffic covers. @ When installing a ¾" meter, install o meter bushing ofter the 1" angle slap. Bushing shall be Jones J-128-H. NO SCALE PRIVATE SERVICE LINE 3)f ----31)!!'' ----i i--+--18" ----1 I® ,,. 1·--11· : : .. : .... -· • . ~ . ~ ~ ' ' . 12½" .. •. -1/.17 . 6" ·, min.r- 5 3 ~ .. 1. Wrol copper, silver brazed, solder couplings will be permitted at intervals of 20 feet or greater. (i) Mole IPT bross nipple on (private) service line. 7 2. Tubing may not be bent. All deflections and changes in direction of copper tube shall be a accomplished by means of wrot copper fillings. r;;\ Bronze meter flange, female IPT inlet. ~ Ford CF -31-77 or Jones J-129, Bent or damaged copper lines shall be rejected. 3. Spacing of multiple service connections minimum of 24" apart and 45" angle or otherwise permitted by Utilities Division. @ Meler shall be installed by City ofter meter box shall be a is in place. 7 E ::, -~ s E 0 I') t 4. See STD-505-L for service connections on steel water mains. 0 Angle meter boll slop with femole IPT inlet and tee-heed with lack-wing, Jones J-1974W or Ford BFA13-777W. line 5. Lead solder shall not be used. Solder shall be silver based material. 6. Flore and compression fittings ore strictly prohibited. 7. Maintain positive slope in service line from water main to meter box. Main may be topped at spring @ Type "K" rigid copper lubing, @ Long radius 90" elbow, NIBCO or equivalent domestic copper filling. 0 Copper coupling, NIBCO or equivalent domestic copper fitting. If service line is over 20 feet in length. For repairs compression fittings be used with special approval from the Utilities Division. @ Mole IPT inlet by mole IPT outlet boll corporotion slap, Jones J-1943 or Ford FB-500-7. may line (by special @ Double bronze strop service soddle with Iron Pipe Threod. Jones J-979 or permission only) where mains ore shallow or other Ford 202B-IP7. conditions warrant, 8. All fittings shall be 2" diameter. 9. Where services ore to be installed on steel water mains, refer lo STD-505-L. NO SCALE '1ol Concrete meter box, Eisle #655½. Boxes sub jecl to traffic loading require ~ steel traffic covers. @ Copper 45" elbow, NIBCO or equivalent domestic copper filling. @ 2" Bross coupling, (threaded) on Corp, NIBCO. @ Copper odopler, mole IPT x wrol copper, NIBCO lypicol. No thin wall fittings. (i) Install topping sleeve (see general notes for lopping sleeve specifications). 0 Install resilient wedge topping valve. Refer to City of Newport Beach design criteria for valve requirements. 0 Install mechanical joint or flanged. Refer to project plans. 0 Install thrust block per STD-510-L. ® Install valve box cover per STD-511-L. ® 8" P.V.C. schedule 40. 1. All topping sleeves must be a minimum of 24" from nearest joint or service. 2. Topping sleeve shall not be applied lo steel and cost iron pipes. 3. All topping sleeves shall be full circle type. 4. All sleeves shall be stainless steel (flange included). 5. For all standard tops, use Hydrometric JCM 432 all type 316 stainless steel. 4 • ·ci: .. ' -· . . .•. .. • d .·• _.. NO SCALE 2 ... . . 6 m en "' ------------------~~---------------------'l""-----------------------------------------------------------"'l'----------------------------------------------------------------0' . . • • ·: . o•• o • • • • . • • 3'-3" maximum 31-3" maximum 8 CD @ 0 0 ® ® 2' -0" minimum 4 Install valve box cover per STD-511-L. Install 8" P.V.C. Schedule 40. Install resilient wedge gale volve. Install C-900 P.V.C. MOA piece. 6 Install flex or transition coupling (long body) in occord with Standard Speciol Provisions. All bonnet screws and cop nuts shell be type 316 stainless steel. (2) Valve with mechanical-joint ends with retainer glands unless otherwise designated an the project plans. ® The tracing wire shall be attached outside the valve riser and 18" of wire shell drop into the riser from the volve box. NO SCALE 1. All valves shall be resilient wedge gate valves designed for Ouried-service condition in accord with City standards and this drawing unless otherwise approved by the Utilities Deportment. 2, Valves body end geor box shall be cast iron or ductile iron. 3. All flange bolls shall be type 316 coated with anti-seize compound. d,/\_-·\··· \_-L )!, L '--~111.r--1 .•-?;-t. ") .<'$' ...• .,., ... \') >,: •·:/\• VL L THRUST BLOCK BEARING 4" 1, 7 2.4 6" 3.7 5.3 8" 6.7 9.4 12" 15.0 21.2 16" 26.6 37.6 18" 33.7 47.6 24" 59.9 84.6 30" 93.6 132.2 H ;:t+7 1--L AREA L X H IN 2.4 1.3 5.3 2.9 9.4 5.1 21.2 11,5 37.6 20.4 47.6 25.8 84.6 45.8 132.2 71.5 1. Force main pressure test shall be performed in accord with concrete curing requirements. Concrete shall be 560-C-3250. 2. Thrust blocks shall bear against undisturbed soil, backfill compacted to 100% relative compaction, or class 100 E 100 slurry. 3. Bearing areas L x H ore computed for test pressures of 225 PSI in mains laid in a cohesionless soil (c=O) with internal angle of friction of 37", o unit weight of 110 PCF, and at least 36" of cover. 4. Bearing areas L x H shall be approved by the engineer where mains: (A) bear against weaker soil than described obove,(B) hove less than 36" of cover, (C) will be tested al more than 225 PSI or (D) ore not represented by a fitting or size shown hereon. 5. L is approximately equal to H for smaller thrust blocks. L is greater than H for larger thrust blocks. H shall not exceed trench height. See STD-106-L for standard trench dimensions. SQUARE FEET 0.7 0.3 1.5 0.7 2.6 1.3 5,8 2.9 10.4 5.2 13.1 6.6 23.3 11. 7 36,5 18.3 Horizontal Rebar . • ... iii . • .· ::,11 I :. . .111= • .•• =Ill ... •.• 111:111 .·, :. di SK . , w=- . . • •· Ill=' ·,.. : . -=Ill •• --=111= J • 111;;;;;; =:111= ~---'c--------1.-, • .., I-=---==,,,111-=="-'III-+ Trench Sides Vertical Rebar 30 X 24 24 X 18 18 X 16 16 X 12 12 X 10 12 X 8 12 X 6 12 X 4 10 X 8 8 X 6 8 X 4 6 X 4 Ill= I= 11 111=111 57526 44532 12017 19792 7775 14137 19085 22619 6362 4948 8482 3534 l SK 150 132 78 100 60 84 96 96 58 56 68 42 w 98 95 54 54 46 51 57 69 43 29 40 31 ////71\'<///l Vertical Rebar ~ Ground Surface t 24" Min. t 26.67 ~i ______ ~-+-+-,---------+ 12" ± D1 11 =11=1!!= •11=111: Trench Bottom Horizontal Rebar 54 48 24 36 24 30 36 42 18 18 24 18 • •. i. 54 48 24 36 18 30 36 36 18 18 24 12 BK 11=11=1!!= •11=111: 30 24 19 18 14 14 14 14 12 11 11 9 H 1. Thrust block concrete shall be 560-C-3250. 2. All rebor or reinforcing steel shall be coated with 100 mils or more of cold applied bitumostic material and shall be inspected by Utilities Deporlmen t. 3. Thrust blocks shall be keyed into undisturbed soil using the dimensions for Bottom Key (BK.) and Side Key (SK.) specified in the table below. 4. Design values for Thrust in pounds ore for a 250 PSI lest pressure. In instances where a lest pressure higher than 250 PSI is required, values given in th is standard drawing ore not valid and special calculations shall be performed. 5. Design values for Thrust Block dimensions ore calculated assuming o cohesionless soil (c=O) with on internal angle of friction of 37" and o unit weight of 110 PCF. When the soil conditions under consideration indicate weaker properties, values in this standard do not apply and special calculations shall be performed, 6. Thrust Block concrete shall not be poured on pipe on either side of the reducer or on any fitting bolts. 7. Minimum concrete cover for rebors shall be 3", L 0 > E 0. N 0 n CD .:::__ N N --..._ N 0 CJ' " "Q r--: 0 I 1/) I n n en I "' / m > :;::; 0 z / "' ~ => (I] I "' <c / "' ~ C m E => u 0 0 L m " m (/) L m > 0 0 .-------1i2 "' en 0 NO SCALE NO SCALE o 1---------------------------------------------------------------------------------------------------------------------------------R"'E•v1•Ew•E"'D•,----------------------------------------t:S / These record drawings hove been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. (/) w u [l" :::, 0 (/) C54756 MICHAEL SINACORI, RCE 46214 w :er er \--Ji Exp. 12/31 /13 ...... _A_s_s_1s_T_AN_T_C~IT_Y_E_N_G_IN_E_E_R_1---------------------------------1cr • ,J'"9;; CIVIi.. = DESIGNED: BR DRAWN: MV ~ J:oFcAl..l'v;. 1-----------1130 NO DATE DESCRIPTION OF REVISIONS -• • -· CHECKED: DATE: SHEET OF / ------------------------------------------------------------------------------------------------------------------------C•Y ___ 1,.1/•0•6/.,1_2 _____________________________ ;..: 510-L-CVALVE ANCHOR VALVE BOX COVER AND RISER 511-L ANCHOR BLOCK DETAIL 2 510-L-E GENERAL NOTES:CONSTRUCTION NOTES: BUTTERFLY VALVES GATE VALVES Bedding Bottom Trench OPEN VERTICAL BEND ANCHORS VALVE ANCHORS SECTIONELEVATION ELEVATION 16" 1.5 2.O 2.5 3.O 3.5 4.O 2.4 3.1 3.8 4.4 5.O 5.5 4.5 5.O 6.O 6.5 1.9 2.5 3.1 3.5 4.O 4.4 4" 6" 8" 14" 1O" 12" 5.O 5.3 16" 18" 510-L-DANCHOR BLOCK DETAIL 1 GENERAL NOTES: CONSTRUCTION NOTES: ƒ%(1'FITTING & SIZE ANCHOR BLOCK DIMENSIONS L=H=W IN FT. 221 2ƒ%(1' VERTICAL BEND ANCHORS GENERAL NOTES:CONSTRUCTION NOTES: 18 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DOVER DRIVE, NEWPORT BEACH W-5331-S RECORD DRAWING 18 CITY OF NEWPORT BEACH STANDARD DRAWINGS 5 2 3 1. All rebar or reinforcing steel shall be coated with 100 mils or more of cold applied bilumoslic moleriol ond shall be inspected by Utilities Deportment. 2. The anchor block shall be keyed no less than 6" into undisturbed soil of the trench wall and no less than 6" into the trench bottom. Size should be accordingly to deod ends on STD-510-A. 3. Anchors ore to be installed on all valves 8" ond larger, unless otherwise noted on plans. 4. Valve anchors shell not be used on valves which ore flanged lo tees or crosses which have thrust blocks. NO SCALE 6" Min. ,-,_+--6" Min. 6" Min. 7 (D Portland Cement Concrete Block Mix 560-C-3250 G) Rebar grade 60, #4. See note 1. @ No concrete shell be poured on valve lo pipe joint. WATER MAIN 3/8" FELT SEPARATOR )----!-iJ[I.-_L_-+------..,, \ ·.: .• ' . • ··-~ ··1,·.·• 1/2" REINF. BAR 4" COVER AT HOOKS -1. \. I . . • ~ 1· . \. . • ~ . • t ' •• "\• ... • '9 . . ••.. "_. \. ,q •. : • .· IQ • \. • ' . ,o· •.• ,-.,•-. • .--~. ·_. . • VL ANCHOR BLOCK DIMENSIONS L=H= W IN FEET FITTING & SIZE 22-1/2 BENDS 45 BENDS VALVES NO SCALE ,_ ____ L -----o-i BOTTOM OF TRENCH 1. Weier main pressure tests shell be performed subsequent to the curing required in footnote 1 of the concrete class use table, standard specifications, section 201-1.1.12 2. Anchor blocks, where required, shall be poured against undisturbed soil, bock fill compacted to 100% relative compaction or class 100 e 100 slurry. 3. Dimensions L, H ond W ore computed for lest pressures of 225 psi in force mains laid in sandy silt with at least 3 feel of cover. 4. Dimensions L, H, ond W shell be approved by the engineer for those water mains which (A) ore not poured ogoinst undisturbed soil, compacted bock fill or slurry, (B) will be tested to more than 225 psi, or (C) ore not represented by a fitting or size shown hereon. 5. Joint fasteners shell not be embedded in concrete. 6. All rebor or reinforcing steel shell be cooled with 100 mils or more of cold applied bitumostic moteriol ond shall be inspected by Utilities Department. 7. No anchor blocks shall be required for valves in water mains less than 8" diameter. • 4 •. 4 4 ·4 I ,· . 4· I I • 14• • <I • ·• I ' I . If' . If • 1 <I 4 ·: I I I \ . . ' 4 -~ ..... ,,,,# . .... Water Main • i------L------i H 0 ® 0 I 4" 1.9 2.4 6" 2.5 3.1 8" 3.1 3.8 1 o" 3.5 4.4 12" 4.0 5.0 14" 4.4 5.5 16" 5.0 6.0 18" 5.3 6.5 ½" diameter reinforcing steel with 4" minimum concrete cover ot hooks. ¾" thick felt paper separator barrier. Coot rebor with 80 mils of cold-applied bitumostic waterproofing compound. 1. Water main pressure tests shall be performed subsequent to the curing required in footnote 1 of the Concrete Class Use Tobie, standard specifications, section 201-1.12. 2. Anchor blocks, where required, shall be poured against undisturbed soil, backfill compacted to 100% relative compaction or class 100 E100 slurry. 3. Dimensions L, H, ond W ore computed for test pressures of 225 PSI in force mains laid in sandy silt with at least 3 feet of cover. 4. Dimensions L, H, ond W shall be approved by the engineer for those water mains which (A) are not poured against undisturbed soil, compacted backfill, or slurry; (B) will be tested to more than 225 PSI; or (C) ore not represented by o fitting size shown hereon. 5. Joint fasteners shall not be embedded in concrete. 6. All rebar or reinforcing steel shall be coated with 100 mils or more of cold applied bitumostic material and shall be inspected by Utilities Deportment. NO SCALE m en "' -------------------------------------------------------------•-------------------------------------------------------------------------------------------------------------------------.. 0' 0 ® 0 0 12" min. Concrete collar t 6" 6" t • • •9 Q "' 0 o ••o 0 o O o O o O 0 o a"'ollO .,o.,a II ~II ~ 11 111 ~ 11 II II ml:4:...~11 [ -----------~II"_) ~ 111 111 - - - - - - - - ----'Ill-- - - ti.I 8" diameter schedule 40 P.V.C. pipe. Cost iron frames and covers shall be triangular, Brooks Products No. 4 TT, J&R No. 4 T, or Eisel Enterprises 1-4, marked • water". grade 2 Match existing paving material • e Cllo 0 o 0 . . .. • . . 12"' min. • • . ·: . 0 •• • • 0 • ¾" aggregate base rock material -----------] ----------- 1. Concrete shall be 560-C-3250. 2. Portions of this standard also apply ta sewer cleanouts. The valve box should not be (load) weight bearing on the valve riser. The tracing wire shall be attached outside the valve riser and 18" of wire shall drop into the riser from the valve box. NO SCALE These record drawings have been prepared based on information submitted. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. L 0 > E 0. n 0 n CD '-N N "-... N 0 CJ' " 'Q cxi 0 I 1/) I n n en I "' / m > :;::; 0 z / "' ~ => (I] I "' <c / "' ~ C m E => u 0 0 L m " m (/) L m > 0 0 en "' "' en 0 0 .-------------------------------------------..-RE"'v·1E·w-E"'D·: ---------------------------------------... 8 / 7 /15 RECORD DRAWING (/) w u er :::, 0 (/) C54756 MICHAEL SINACORI, RCE 46214 w :er er \* Exp. 12/31 /13 ...... _A_s_s_1s_T_AN_T_C~IT_Y_E_N_G_IN_E_E_R_1---------------------------------1cr • ,h C , DESIGNED: DRAWN: w \.;q, 1v1~ = f- :coFcALI''?:-BR MV o----------~ NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET OF / ------------------------------------------------------------------------------·-----------------------------------------C•Y ___ 1,.1/•0•6/.,1_2 _____________________________ ;..: