Loading...
HomeMy WebLinkAboutS_5138_S:c ~ d .. CJ ti <C -4--------#-..'..:AD::.:AM=S__::A:::,E,'......J--t-~ w CD ORANG£ z ~ I i 1 CITY OF COSTA MESA :c u.. ~ (.) VICTORIA Ls! "" 181H ST. VICINITY MAP NOT TO SCALE COAST COLLEGE i!i ! • ~ z " .. ;:: ST. OC[AN BAKER &, ~-!'(-._ ,fr# ORANGE CO, F>JRGROUNDS CITY OF IRVINE U.C.I. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH !UTILITIES DEPT.I COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT Underground Service Alert Call: TOLL FREE 1-8.00 422-4133 TWO WORKING DAYS BEFORE YOU DIG NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222 542-3975 AFTER 6:00 PM 720-4040 1-800-422-4133 UTILITIES DEPARTMENT HAZEL DRIVE COR OJ\JA DFL 1\/JAR CORONA DEL MAR STATE BEACH PROJECT LOCATION --- SEWER AND WATER MAIN PROJECT C-2892 LOCATION MAP NOT TO SCALE APPROVED: DANIEL BOYLE ENGINEERING, INC 9.rf71r. CJL./ lf76J"/ 0Yhf" PROJECT ENGINEER RCE NO. DATE "(}.J3 /2/4J,.., __j, 2 'f Z 7 S' I /t'f/9'/ PROJECT ~ RCE NO. DATE DATE: UTILITIES DIRECTOR R .C.E. 38799 SHEET DESCRIPTION 2 TITLE, SHEET INDEX, LOCATION 8 VICINITY MAPS SYMBOLS, ABBREVIATIONS, CONSTRUCTION AND GENERAL NOTES 3 4 5 6 7 8 9 10 II 12 6" SEWER FORCE MAIN / 8" SEWER MAIN 8" SEWER MAIN 8" SEWER MAIN 6" WATER MAIN 6" WATER MAIN 6" WATER MAIN 18" WATER MAIN CONNECTION DETAILS VALVE VAULT DETAIL TRAFFIC CONTROL PLAN 13 TRAFFIC CONTROL PLAN BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING N53"43'59"W BETWEEN ORANGE COUNTY SURVEYOR GPS HORIZONTAL CONTROL STATION NO. 6199 AT MORNING CANYON AND EAST COAST HIGHWAY AND GPS NO, 6200 AT MARGUERITE AVENUE AND EAST COAST HIGHWAY. BENCHMARK: O.C.B.M. NB4 26 71 ELEV. 85.679 ADJ. 1976 IN THE NORTHWEST PART OF THE INTERSECTION OF OCEAN BOULEVARD AND POPPY AVENUE; 60.5 FEET NORTHEAST OF THE CENTERLINE OF OCEAN, 14 FEET NORTHWEST OF THE CENTERLINE OF POPPY, 60.5 FEET NORTHEAST OF THE CENTERLINE PROLONGATION OF OCEAN TO THE NORTHWEST, ABOUT I FOOT NORTHWEST OF THE FACE OF CURB, 2.5 FEET NORTHEAST OF THE CURB RETURN, IN A CONCRETE POST 0.3 OF A FOOT LOWER THAN THE CURB. APPROVED l?eV/S£D iJ,"W//T£R DN<Sf/E£TS NO. Tt/'8. J. SEWER FM ~NSJ/T3 /IND ])£TAIL ZONSffT ID. lf'EVIS£D B"SE.'1/ER DNSHE£7'5 ND. 3,</lf5 J. UTIL:TIES DIRECTOR 3 8799 -frP,t~ R.C.E. NO.~~- J. ADD C'.6.DD.C. Sll/TION DATE BY DESCRIPTION APP'D DESIGNED DGA DRAWN DPY REVISIONS CHECKED JWO DATE 12/93 C-2892 HAZEL DRIVE SEWER AND WATER MAIN PROJECT TITLE, SHEET INDEX, LOCATION & VICINITY MAP CITY OF NEWPORT BEACH W-5219-S S-5I38-S UTILITIES DEPARTMENT SHEET I OF 13 C:\PROJECTS\N03\102\TSHT2.DWG 1/4/93 PLOT AT Id D-344 I I I C> ~ " 0 ~ z "~- - ABBREVIATIONS ABAN. AC ACP ADJ AV ABANDONED ASPHALT CONCRETE ASBESTOS CEMENT AOJUSTEO AVE AWWA B.C. AIR VACUUM RELEASE VALVE ASSEMBLY AVENUE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE C.B. CML9CSP C CATCH BASIN CEMENT MORTAR LINED 8 COATED STEEL PIPE CENTERLINE C.I.P. CITY CYN DIA D.I.P. DR E E.C. E.C.R. EL. CAST IRON PIPE CITY OF NEWPORT BEACH CANYON DIAMETER DUCTILE IRON PIPE DRIVE EAST OR ELECTRIC END CURVE EXIST. OR EX. FH END CURB RETURN ELEVATION EXISTING FIRE HYDRANT FLANGE FLG G GAS G.B. GRADE BREAK GPS HORIZ. GLOBAL POSITIONING SYSTEM HORIZONTAL HPG HWY HIGH PRESSURE GAS HIGHWAY SYMBOL LEGEND • 0 ts> □ POWER POLE MANHOLE FIRE HYDRANT METER BOX --0--VALVE -x-x-x- 0 CC! POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---i---CENTERLINE ----S----SEWER LINE ------W-WATER LINE ---G---GAS LINE --E--POWER LINE -TEL--TELEPHONE LINE --TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :0: STREET LIGHT INV LT M.H. MIN. M.J. N NO, o.c. O.C.B.M. O.C.S.D. O.D. P.C.C. P.E. PROP. PVC R.C.E. RCP RT s S.C.E. S.D. SOR S.F.M. STA. STD. ST. LT. ST. STA. TELE OR TEL TV U.C.I. V.C.P. VERT. w -AIR AND VACUUM RELEASE VALVE ASSEMBLY VAULT AIR VENT PROPOSED WATER OR SEWER LATERAL --$--EXISTING SEWER LATERAL 212 STREET ADDRESS @ FIRE HYDRANT e AIR VACUUM RELEASE VALVE ASSEMBLY l'fCD--, I I TELEPHONE VAULT L-__ ..J r:---, IE O 1 SOUTHERN CALIFORNIA EDISON VAULT L---1 INVERT LEFT MANHOLE MINIMUM MECHANICAL JOINT NORTH NUMBER ON CENTER ORANGE COUNTY BENCH MARK OR ANGE COUNTY SANITATION DISTRICT OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE PLAIN END PROPOSED POLYVINYL CHLORIDE REGISTERED CIVIL ENGINEER REINFORCED CONCRETE PIPE RIGHT SOUTH OR SEWER SOUTHERN CALIFORNIA EDISON STORM DRAIN STANDARD DIMENSIONS RATIO SEWER FORCE MAIN STATION STANDARD STREET LIGHT STREET STATION TELEPHONE CABLE TELEVISION UNIVERSITY OF CALIFORNIA, IRVINE VITRIFIED CLAY PIPE VERTICAL WEST OR WATER CONSTRUCTION NOTES GENERAL NOTES (i) ® 0 0 0 0 (~C!> 0 ® @ 0 @ @ @) @ ® @ @ @ @ @ § @ @ @ @ @ INSTALL 6" YELOMINE RESTRAINED JOINT PVC PPE CLASS 160 AS MANUF ACTUREO BY CERTAINTEED. BACKFILL, BEDDING ANO RESURFACING PER CITY STD-105-L 8 STD-106-L. REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS ANO THRUST BLOCKS AS REQUIRED. ABANDON EXISTING PIPELINE IN PLACE. CUT ANO PLUG ENOS WITH CONCRETE. CONNECT 6• YELOMINE PVC TO EXISTING 6" STEEL FORCE MAIN PER DETAIL I, SHEET 10. INSTALL s• CERTA-LOK YELOMINE 40• SWEEP BENO BY CERTAINTEED. INSTALL 6" CERTA-LOK YELOMINE 22-1/2• SWEEP BENO BY CERTAINTEED. CONNECT 6" YELOMINE TO EXISTING 6" PVC FORCE MAIN PER ) DETAIL 2, SHEET 10. CONNECT 8" PVC SEWER TO EXISTING 72" MANHOLE PER DETAIL 4, SHEET 10. CONNECT 18" DIP WATER MAIN TO EXISTING 18" WATER MAIN PER DETAIL 0, SHEET 10. INSTALL 1B" DIP CLASS 52 WATER MAIN, LENGTH AS REQUIRED. BACKFILL. BEDDING AND RESURFACING PER CITY ST0-105-L 8 STD-I06-L. JOIN EXISTING 6" ACP WATER MAIN TO THE NORTH PER DETAIL 5, SHEET 10. INSTALL 5• TRANSITION COUPLING !STEEL PIPE x YELOMINE PVC PIPE) INSTALL 6" FLG x FLG 11-1/ 4• DIP BEND. INSTALL 6" CERTA-LOK FLANGE ADAPTOR BY CERTAINTEED. CONSTRUCT THRUST BLOCK PER CITY STD-OIO-L. INSTALL 8" PVC GRAVITY SEWER PIPE ISDR 35). BACKFILL, BEDDING AND RESURFACING PER CITY STD-I05-L & STD-I06-L. INSTALL 60" SEWER MANHOLE PER CITY STD-40I-L. EXISTING SEWER MANHOLE TO BE REPLACED WITH NEW 60" MANHOLE PER CITY STD-40I-L. CONNECT B"PVC SEWER TO NEW MANHOLE PER DETAIL 3, SHEET 10. PLUG EXISTING SEWER AT MANHOLE AND BACKFILL EXISTING SEWER MANHOLE WITH ONE SACK CEMENT SLURRY TO SURFACE. REMOVE MANHOLE FRAME AND COVER AND FIRST GRADE RING AND RETURN TO THE CITY. TRENCH RESURFACING SHALL BE PER CITY STD-100-L. REMOVE EXISTING SEWER LATERAL AS NECESSARY BETWEEN THE RIGHT OF WAY AND THE EXISTING SEWER MAIN. PLUG EXISTING SEWER LATERAL. INSTALL NEW SEWER LATERAL WITH CLEANOUT FROM THE NEW 8" SEWER MAIN TO THE RIGHT OF WAY OR AS SHOWN ON THE PLANS PER CITY STD-406-L. REMOVE EXISTING VALVE BOX AND RISER AND ABANDON EXISTING 6" VALVE IN PLACE. BACKFILL, COMPACT AND REPAVE PER CITY ST0-I05-L. INSTALL IB" DIP 90• MJ BEND. INSTALL IB" DIP 11-1/ 4• MJ BENO. CONSTRUCT VALVE VAULT PER DETAIL I, SHEET II. INSTALL TEMPORARY SEWER BYPASS AS MANUFACTURED BY STEMAR, INC. 1213) 625-0185 OR AN APPROVED EQUAL DEVICE. @ AFTER COMPLETING THE PRESSURE TEST OF THE NEW 18" MAIN, REMOVE TEMPORARY CAP AND INSTALL IB" x 6" DIP JMJ x FLG) TEE. REMOVE EXISTING 90• BEND AND CONNECT NEW 18" DIP MAIN TO EXISTING IB" STEEL MAIN PER DETAIL 6, SHEET 10. B"' PVC SCHEDULE BO VENT PIPE WITH LONG RADIUS BENDS. PVC VENT STACK AS MANUFACTURED BY ARMOUR-CAST COMPANY MODEL NO. UPSRK-8. VENT STACK SHALL BE BOLTED TO A 24" x 24" x 6" THICK CONCRETE PAD WITH TYPE 316 STAINLESS STEEL BOLTS. @ 18" FLG BUTTERFLY VALVE PER THE SPECIAL PROVISIONS !CITY WILL PROVIDE THE VAL VE AND OPERA TORI. @ @ @ (§) @ @ @ INSTALL PIPE SUPPORT ASSEMBLY PER CITY STD-022-L. INSTALL 8' x 10" PRECAST CONCRETE VAULT WITH H-20 TRAFFIC LOADING QUICKSET MODEL NO, 000 OR APPROVED EQUAL. VAULT SHALL BE INSTALLED ON 12" MINIMUM COMPACTED CRUSHED ROCK. INSTALL 36" DIAMETER CAST IRON LID, FRAME AND GRADE RINGS, MANHOLE LIO ANO FRAME SHALL BE ALHAMBRA A-I498 OR APPROVED EQUAL. CENTER MANHOLE OVER 18" BUTTERFLY VALVE. 30• x 30• STEEL ACCESS DOOR U.S. FOUNDRY MODEL NO. THS WITH H20 TRAFFIC LOADING. ACCESS DOOR SHALL BE ONE PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL ANO SHALL BE BOLTED TO THE FRAME. 14" GALVANIZED STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS IONE ON EACH SIDE RAIL). STEEL LADDER SHALL BE CENTERED WITHIN THE ACCESS SHAFT. 12" DIAMETER SUMP WITH CAST IRON GRATED COVER. ALHAMBRA NO. A-200 OR APPROVED EQUAL. INSTALL "LINK SEAL" INTER-LOCKING RUBBER LINK MECHANICAL GLANDS AS MANUFACTURED BY THUNDERLINE CORPORATION. INSTALL 18" STYLE 31 VICTAULIC COUPLING. INSTALL 18"' DIP CLASS 52 JPE x PE) INSTALL 18" DIP CLASS 54 IFLG x GROOVED). INSTALL 18"' DIP CLASS 54 !GROOVED x PE). CONSTRUCT 2" AIR ANO VACUUM RELEASE VAL VE ASSEMBLY PER CITY STD-015-L. LOCATE VALVE 1.0-FEET SOUTH OF SOUTHERLY CURB FACE AND PROTECT EXISTING HANDICAP ACCESS IN PLACE. INSTALL 2" WROUGHT COPPER 90• BEND. INSTALL 5• DIP 11-1/ 4• MJ BEND, INSTALL 6" DIP 22-1/2• MJ BEND. @ (§ @ ® @ ® @ @ (§ CONNECT EXISTING 3/4" WATER SERVICE TO NEW WATER MAIN PER CITY STD-002-L. THE EXISTING 3/4" SERVICE SHALL BE UPSIZEO TO 1• FROM THE EXISTING MAIN TO THE NEW WATER MAIN. CONNECT NEW I" COPPER TO EXISTING 3/4" COPPER WITH JONES J-1528 3/4"xl" FLARE FITTING. IF EXISTING SERVICE PIPE IS NOT COPPER, NOTIFY INSPECTOR. CONNECT 6" PVC AWWA C900 CLASS 200WATER MAIN TO EXISTING 6" CIP WATER MAIN PER DETAIL 7, SHEET 10. ABANDON EXISTING 6" CIP WATER MAIN PER DETAIL 7, SHEET 10 PROTECT EXISTING STRUCTURES IN PLACE. CONNECT TO NEW 6" BUTTERFLY VALVE PER DETAIL 6, SHEET 10. REMOVE EXISTING FIRE HYDRANT ASSEMBLY AND CONSTRUCT NEW WET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD-000-L. INSTALL 6" DIP TEE JMJ X MJ). INSTALL 5• BUTTERFLY VAL VE IFLG x MJJ PER CITY STD-508-L. INSTALL 6" DIP !PE x PEI PUP !LENGTH AS REQUIRED! AFTER COMPLETING THE PRESSURE TEST OF THE NEW 18" MAIN, REMOVE TEMPORARY CAP AND JOIN THE NEW 18" MAIN TO THE EXISTING 18" MAIN WITH AN 18" DIP IMJ x MJJ LONG SLEEVE. INSTALL 18" STEEL TRANSITION COUPLING !STEEL PIPE x DIP) PROTECT EXISTING 24" TRUNK SEWER IN PLACE. CONSTRUCT WET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD-000-L. ------...._ ROPE 6" WATER MAIN AS NECESSARY FROM 5' TO 3' FROM CURB FACE BETWEEN ) STATION 14+00 AND STATION 15+00. __ .. ________________ _,,,.... -@ CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL TRAFFIC LOOPS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CAL TRANS INSPECTOR ANO THE CITY OF NEWPORT BEACH INSPECTOR. INSTALL 6" PVC AWWA C900 CLASS 200 PIPE. PER CITY ST0-105-L 8 ST0-I06-L. BACKFILL, BEDDING ANO RESURFACING JOIN 8" SEWER MAIN TO EXISTING 72" MANHOLE PER THE APPLICABLE PORTIONS OF THE GENERAL NOTES IN CITY STD-40IcL 8 O.C.S.D. SPECIFICATIONS. PROTECT EXISTING PIPELINE IN PLACE. REMOVE EXISTING B" VCP AS NECESSARY AT A JOINT TO INSTALL TEMPORARY SEWER BYPASS AND WYE. AFTER NEW SEWER LINE CONSTRUCTION IS COMPLETED, TESTED AND APPROVED, REMOVE TEMPORARY SEWER BYPASS AND WYE AND CONNECT NEW 8" PVC TO EXISTING 8" VCP. WITH A BANDED RUBBER COUPLING ANO AN 8" ELASTOMERIC BUSHING AS MANUFACTURED BY GLADDING McBEAN 8 CO. CONTRACTOR SHALL REMOVE AND REPLACE AS NECESSARY IN KIND THE EXISTING CONCRETE MEDIAN AND CURB AND GUTTER TO THE SATISFACTION OF THE CAL TRANS INSPECTOR AND THE CITY INSPECTOR PER CITY STD-180-L 8 STD-1B3-L. ROPE 6" PVC PIPE AS NECESSARY TO JOIN EXISTING 6" ACP WATER. INSTALL 6" DIP MJ LONG SLEEVE REMOVE EXISTING 18" VALVE, FLANGE, VALVE BOX AND RISER. INSTALL TEMPORARY IB" DIP MJ CAP TO PRESSURE TEST NEW 18" DIP WATER MAIN INSTALL 18" FLEXIBLE COUPLING (DIP x DIP) INST ALL 18" DIP CLASS 03 IFLG x PEI OR APPROVED EQUAL, INSTALL STAR TIEANCHOR Ill JOINT RESTAINER FIG NO. 518 AS MANUFACTURED BY STAR NATIONAL PRODUCTS. CONTRACTOR SHALL INSTALL HARNESS ASSEMBLY OFFSET TO AIRVAC PIPING SO THAT TIE BOLTS DO NOT CONFLICT WITH AIR RELEASE PIPING WHEN REMOVED. ROPE 6" YELOMINE PIPE AS NECESSARY TO MAINTAIN 2' OFFSET FROM CENTER OF PIPE TO OUTSIDE OF VAULT. INST ALL NEW SEWER LATERAL CHIMNEY CONNECTION PER CITY STD-408-L. THE NEW SEWER LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW MAIN PER THE SPECIAL PROVISIONS. INST ALL 6" BUTTERFLY VALVE IMJ x MJ) PER CITY ST0-508-L. INSTALL 6" 0.I.P. TEE JFLG x FLG) REMOVE EXISTING FIRE HYDRANT ASSEMBLY INCLUDING THE VAL VE IN THE STREET AFTER THE 18" WATER MAIN HAS BEEN TESTED AND ACCEPTED. CONTRACTOR TO REMOVE CEMENT MORTAR COATING AND MEASURE O.D. OF PIPE PRIOR TO CONSTRUCTION, CONSTRUCT MASONRY RETAINING WALL (4'-B"' HIGH MAXIMUM) AROUND FIRE HYDRANT PER CITY STD-228-L-A AND PER DETAIL 8, SHEET 10. @ DEFLECT PIPELINE AT JOINTS AS NECESSARY IIETWEEN STA. 31+00t AND STA. 32+22.!17 PER THE MANUFACTURERS RECOMMENATION TO MAINTAIN ALIGNMENT SHOWN. SEE DETAIL 6, SHEET NO. 10 FOR CONNECTION. CONTRACTOR TO VERIFY SEWER LATERAL LOCATIONS AND PROPERTY THAT IT SERVES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. ROPE WATER SERVICES AS NECESSARY TO AVOID EXISTING CATCH BASIN. REPLACE EXISTING 2" SERVICE FROM THE METER TO THE NEW WATER MAIN WITH A NEW 2• SERVICE PER CITY STD-003-L. @ RECONNECT EXISTING I" SERVICE TO THE NEW WATER MAIN WITH A NEW 1• SERVICE PER CITY STD-002-L. @ @ @ REPLACE EXISTING I 1/2" SERVICE FROM THE METER TO THE NEW WATER MAIN WITH A NEW 2" SERVICE PER CITY STD-503-L, INSTALL 6" DUCTILE IRON IFLG x MJ) ADAPTOR. CONTRACTOR SHALL VERIFY O.D. OF PIPE PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. INSTALL 18" D.I.P. 45• BEND (MJ X MJ). INSTALL 18" x 6" DIP JMJ X FLG) TEE. I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1991 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO THE INDIVIDUAL PIPELINE BEING DESIGNED ON THAT STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW F AGILITIES. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 5. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE 151 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTORISJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. 9. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED PER CITY STD-I06-L. 10. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.26 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED. II. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD WITH STD-510-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM SUBGRADE. 13. ALL CONCRETE SHALL BE 560-C-3250 . 14. SLOPE ANCHORS SHALL SE PROVIDED ON ALL LINES HAVING A SLOPE OF 3,1 OR STEEPER IN ACCORD WITH STD-314-L. 15. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 16. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 17. ALL FLANGED PIPE 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. 18. 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 UNLESS OTHERWISE SPECIFIED. 19. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 20, BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 21. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL SE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 22. REMOVE CONCRETE SIDEWALK AS NECESSARY DURING CONSTRUCTION AND REPLACE TO THE NEAREST JOINT PER CITY STD-180-L UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL COORDINATE THE REPLACEMENT OF THESE FACILITIES WITH THE CONSTRUCTION OF THE STREET IMPROVEMENTS. 23. REMOVE EXISTING CURB a GUTTER AS NECESSARY DURING CONSTRUCTION AND REPLACE PER CITY STD-I82-L UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL COORDINATE THE REPLACEMENT OF THESE FACILITIES WITH THE CONSTRUCTION OF THE STREET IMPROVEMENTS. 24. CONTRACTOR SHALL CONSTRUCT 18" MAIN AND VAULT IN CONFORMANCE TO THE CAL TRANS ENCROACHMENT PERMIT WHILE IN CAL TRANS RIGHT-OF-WAY. 25. ALL UTILITIES SHOWN IN THE PROFILE ARE EXISTING UNLESS STATED OTHERWISE. 26. THE FOLLOWING STATIONING WILL BE USED FOR THIS PROJECT: 6" SEWER FORCE MAIN STA. 60+00.00 TO STA. 61+89.80 8" GRAVITY SEWER MAIN STA. 39+97.50 TO STA. 52+39.94 6" DOMESTIC WATER LINE STA. 9+99.65 TO STA. 23+87.63 18" DOMESTIC WATER LINE STA. 30+00.00 TO STA. 33+47.91 27. CONTRACTOR SHALL ADJUST MANHOLE RIM ELEVATIONS, WATER VALVE RISERS AND COVERS AS NECESSARY TO MATCH THE FINISHED SURFACE OF THE ROAD AFTER THE STREET IMPROVEMENTS HAVE BEEN CONSTRUCTED. 28. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. 29. ALL MECHANICAL JOINT WATER FITTINGS SHALL HAVE RETAINER GI.ANDS. (@) @) @ 8 @ @) INSTALL 6" DIP (MJ x FLG) TEE. INSTALL 6" TRANSITION COUPLING (PVC x A.C. ROUGH BARREL). REMOVE INTERFERING TREE. ( ___ /3\_3_@)_10_8_I_N_S,_TA_L_L_6~"-c-E-RT-:-L:: YE:~::~:~~ENT WELD co·~~-P-L-IN_G __ B_Y_C_E_R_T_A_IN_T_E_E_D ./ INSTA,LL "GRJPSTRUT" CHANNEL ANCHOR WITH ALL STAINLESS STEEL HARDWARE AND' CLIC-SYSTEM" CONDUIT FASTENER$. INSTALL 48" SEWER MANHOLE PER CITY STD-401-L ) -• DANIEL BOYLE ENGINEERING, INC. 9,611'.'~r?Gr/ PROJECT ENGINEER RCE NO. tft/4 ?R-'f'/ @ ~J.1-Jffff NOTE JIO. T,&CI ,.q}ID IJDDED NOTE ~ l---+=~1----------------+.--, DATE £ ADDED lf/07 f"DT£ ~ .. ~ DATE BY DESCRIPTION APP'D REVISIONS / APPROVED UTILITJES DIRECTOR R.C.E. NO. DATE 1-2.1 -,<t 38799 DESIGNED DGA DRAWN DPY CHECKED JWO DATE 12/93 I C-2892 HAZEL DRIVE SEWER AND WATER MAIN PROJECT SYMBOLS, ABBREVIATIONS, GENERAL NOTES & CONSTRUCTION NOTES CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5219-S I S-5138-S SHEET 2 OF 13 C:\PROJECTS\N03\I02\NOTESHT.DWG 1/13/94 PLOT AT 1=1 0-344 I I ~ 2 " 0 r 0 " n m D 0 " " D " m 0 D " D ~ ' ? _o .. ' -1- 94 .~.- ---,--- c---1--~ --- 90 ----- -------. . - - ----.. r----t"-- --0------ • -. i -: -:= : __ -: ; -r-t ~ -1--- ./.J•_____j_/ "'." I r _-, - ------ --.. ' ' _-:-:-::--' _........,____ ~- ,_ --· - -- ' --· __ .:..:::__ ·--·---- ___ .... ---· . - ------= :. -- 1--..:........... , _-e------ -- ·- ' ,-~ r---• --- ,---: . ' =-:cr--1-··=· c;="=· -=J--+~·'c-.~~--,-· -'-i"= ---... - . ··-I •. ---,----f-· ----: ----1 .1 --~- -----4-- . -----l ' ,--I ·= . -1------~ -~- -- ,~ t .,.,........... . f--1----! • --------I- --+ i ... : ------i .. ..... . ' -'-------4----t ----- , --------'------I ,----' . ·.+. '· l + ·- ·- ' ... ·-· ; t-=------- ' -~ _-' ~ -----+- ··--' ·+· ... -+ ---f-- ! --+-----~-;: -• ---=i==--·· ... -'---+-· j ------r-- ------- -- --'---' f I I .. 1 _ _,_ T 1------ -,- '----- ---,._,_ ... !----- l -t -l ' ,--.,-' I ---::t:__ ' '±'_ l''-c I - -,.--,- ==-= -· -1----- - .. ·--1-t -·· ... ·---1 -- qo BIJJ ' .,_ ____ F.c.-t--F-·:----:-_ - ' , __ a.:.,:.:·: ------ ~ ------ -:i:-=--: :/ •· ·,E=,£ t -' ---'---' ~ i --== t=-:. -r-----t--------------- 7!3 70 CD --t-- -- -- ..1 - ------.. =;_-1. -+--++ ... I - --'-···· .. /'" ·- ' ·- ~ ' -~n.1 I 4-I.,. : --:-.........:... -- . ; -- -·- -~---1-- ---r------~ ·--r--.. -• • • -- i--------t: . l . • ·- ' .:.· ..... ;--j ___.D _..... f - -___ ! ' T. •_± ' . • , . . --1----- -------t--,- ----t-__ ··. .. --.. -- • -.. ·--- = .. ,. ' _E • ·- --·-·1 ·+ 78 •· 1 ---·· t i---:----i---------+ + 1--== ===t--·· f=:::::=i-------_ ;•-.-r-i. r·-, .... : --------------- / .• ,-..·;: ' . .,. = j····-·-·1"-- _J. --l --'--l = - i --~- ;--------+"""" f --+---' ···-- ' l___c_ •••• ·-••• ::=.-:: f---. :-:: --·-- --~.- ---_,. .... ---~.---·- -·-- --·--·-. .. -- -~-I -, ___ ·--- = -+-·---~ = ' ==--. ·- -·· ---·- . .. -·• ··-· - •·-·· .. ----·· .. -· - • • ' - -_-·--~ .; •• i : ) I . .;..._..... ' ' . t I • • ' - -··fl·- ' r I "= ~_".'..l..jl.:t" -f-----+· -- t ' • -'-_: .,::: ,-~· ---l-··- -1~a t t i 1 l ---1 ---j ~- 1··:·:::.·~r ---. - -· ·--i-' . \ .. • -···-·-.:-::.:: :;:: ..... , - ,. t· l . , --,--+- I - ---__ •-. ··- . ! _---+----------t . ····-·- .0 -- - ---···- ---f ' ' . " ~ .. --t ... --···-' ----t - -I ... r -- ··-1-------= -L--,- ----i-·- . ----l-------l--I -= ·-- 74 7CJ I = t ----1--··--· --t=" .. -.-:-i---' i +----· - -1-· -•:i: - -t--·· ·-+···· ·-- - -·--··· - ----f·· ... +.cc --0-··-·::-•· -· ----> -·--+----t--------' -1--· -• ~r·· ,- -'--- _,__;.. . •· .. f····---·- - \ij -· -----i--------+ --.:·' .i ·····••1-•- ----r·- --, ... -- -• ' --... -.. . i • I hi -_-::._ -------+ i 1 -~~.·- ••• .. -1.tj ' ~ ' -··-·- --t . : -' c. ---- ---- 1 -·::· _, ·+.----= --- ' --... ·--------L ' - ----r-: • ,:g-----------: . .. ~ -1 ... ·F;c; 1 • ' -= ·-+--+ ----i-----• -------,-- 1-g ... t--··-· ----1--l - '1/f .SEE GENEl:AL NO TE NO. cB SCALE HORIZ: I"= 201 I"= 41 tJ,"SEWER FOKCE MAIN CONSTRUCTION NOTES INSTALL e• YELOMINE RESTRAINED JOINT PVC PIPE CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND RESURFACING PER CITY STD-I05-L 8 STD-106-L. REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AS REQUIRED. STA. {,,/f 77 4 45°00'00"RT CONSTRUCT THRUST BLOCK PER CITY STD-!ilO-L. @ INSTALL. 8" PVC GRAVITY SEWER PIPE ISDR 35). BACKFILL, BEDDING AND RESURFACING PER CITY STD-I05-L 8 STD-I06-L. VERT: j REMOVE EXISTING SEWER LATERAL AS NECESSARY BETWEEN THE RIGHT OF WAY AND THE EXISTING SEWER MAIN. PLUG EXISTING SEWER LATERAL. INSTALL NEW SEWER LATERAL WITH CLEANOUT FROM THE NEW 8" S€WER MAIN TO THE RIGHT OF WAY OR AS SHOWN ON THE PLANS PER CITY ST0-406-L. INSTALL TEMPORARY SEWER BYPASS AS MANUFACTURED BY STEMAR, INC. 12131 625-0IBl! OR AN APPROVED EQUAL DEVICE. ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. @ EXISTING SEWER MANHOLE TO BE REPLACED WITH NEW 60" MANHOLE CONNECT s· YELOMINE PVC TO EXISTING 5• STEEL FORCE MAIN PER CITY STD-4 0I-L. @ PROTECT EXISTING STRUCTURES IN PLACE. PER DETAIL I, SHEET 10. '2(' CONNECT 8"PVC SEWER TO NEW MANHOLE PER DETAIL ,. SHEET 10. ~74 ~ .., '::!I PROTECT EXISTING PIPELINE Ill PLACE. INSTALL 6" CERTA-LOK YELOMINE 45' SWEEP BEND BY CERTAINTEED. Q leJ PLUG EXISTING SEWER AT MANHOLE AND BACKFILL EXISTING SEWER MANHOLE @ ROPE s• YELOMINE PIPE AS NECESSARY TO MAINTAIN 2' INSTALL 5• CERTA-LOK YELOMINE 22-1/2' SWEEP BEND BY CERTAINTEED. CONNECT 6" YELOMINE TO EXISTING 6' PVC DETAIL 2, SHEET 10. FORCE MAIN PER WITH ONE SACK CEMENT SLURRY TO SURFACE. REMOVE MANHOLE FRAME AND OF PIPE TO OUTSIDE OF VAULT COVER AND FIRST GRADE RING AND RETURN TO THE CITY. TRENCH RESURFACINb • .- SHALL BE PER CITY STD-105-L. ~ INSTALL 48" SEWER MANHOLE PER CITY STD-40I-L OFFSET FROM CENTER i t :·jt--::::i: . j -r-·-+--.... ·-- ' t· I r i --· t t -· ... ==t=+ -- -----i _..1 --f ····-•-I-•-- 8£(}/N CONSTR0CTION .5TA.3qf'IZ50 _j ~-1 ' --. l . .; .. -· _:_J_.-.·· .. ' ·-1-····- ' -·· ' ' . .. -r .. -··· .. +--•.• ... l • -~· ' J -r·- 8" SEWER MAIN , t!!2Z . - HAZEL DR. --'---f -·~ . I '. . - -,--.- --+----- i -t + I+ ; I I j I •. ~ Pl?OPOSE.D r,,11 WI/ TE!f MAIN SE.E. .",/IE.ET NtJ ., ii 87il. 4-/',/, <1,7 ? Z.32 NtJTE. £,!ST/NB PC.t!. RC/ADIi/AV (5" THICK J t MAY BE ENCOUNTERED WHILE t't!ll:JT!i:UCTINO THE (,,"SEWER FO.<'t!.E MAIN BETWEEN.STAT/ON j:;! 1,,0fOO.QO ANDSTl/.ti,/f60t AND WHILE 1i-J t'ONSTIF.'UC.TIN6 THE 6"SEW£R MAIN BET>IEE.N STA.4CJtO/J/JO AND STA.4/Jf.30:t. APPROVED •-·· ' .58 - = I C-2892 DANIEL BOYLE ENGINEERING, INC 1-------J---+-----------+-----1 DRIVE SEWER MAIN PROJECT HAZEL AND WATER 9-6-¥~ '/?G,?'/ PROJECT ENGINEER RCE NO. t/,/,. &, RE//18£D 6+"F0!f'CE. 1'11111\/ AUBAIM£/\IT UTILITIES DIRECTOR 38799 //ff'¥ l:'7-::"ZZ::::·"ll!_'f_(.J,Qj,~h~~=~~~~----~~~ R.C.E. NO.-"-"-'-='-- DA TE !j-(~-'M ~ RcVISED,SEWERAL/tJNMEAIT ;;..,t°oP"· DATE _ __,,1_-_.z,.,_1-_'14~--- DATE BY DESCRIPTION APP'D DESIGNED OGA DRAWN JHK REVISIONS CHECKED JWO DATE 12/93 611 SEWER FORCE MAIN ~ AND 811 SEWER MAIN & CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-52I9-S I S-5I38-S SHEET 3 OF 13 0-344 ! .I ~ L ~ 0 0 ~ D L ~ r p r " C " L ),~~- ~ p z I Q D ~ E ~ ~ 5 :g " D ~ ,; :0 ~ ~ ~ z 3 ~ ~ z ~ ~ 0 ~ ~ ~ I I :a ~ D ~ ~ ~ z "~- - t- d4- ··------:- --+--l r· - ... ------~ ---- - ---1------+ I-----_ • -t---- --- ~-:---- ' -----+-- = ... :: :---- ~ I ---------·- --i-------- ---t-· ---~ .:-:·-·_· --'. ~-+ ••• ·-:_-=1-- --. --r --== t=~l,_ -----' 4 ' -----t i ~ .. : ~------ ----t-l =~-, '-~ ~ ' -----+----+--=I===! ~ t -F------:::·. = _ t I __ ~--- ----+------t--=-L ~ ---·-1 -- ' --+---+ ---- l ·:--:_·::~ -,--=== ------ - •• -_ ---- +-----• I - ---1-------------+-:: -·:· - ' -+-----r -----:--,- ~ + ---,----------·.:· .. r--- +---t- -1-----,:. ... --l----- __ ,_ ----+- :--+---::---~ -----I--• -➔--: l"·-·r:·:~-_: -.,•--~--' ';ltr-"1 , " . F==-~ -~~- _i~'--'-'--'"-••• =,- --+-= - - t -,-------, --t==---: -~-·---= +=------+-----=- I - ·----j--- •---_F- i ----- l,L ; 01==k_ --1-____ :-==::rf ... -- -... -----= j --+-- F=f t···· --t--·: .------ --i---------1 ~-...!. 7~2=---1=1~-=--=-~_==--i~=-7-=-==f-~-~_=:::-7:-=-=-~[-~~~_.~;~---_-----· "JiiT ~ =t=--l t-------- L i. -----,- ---: ---; _--.-- - ---- ' ' ;_·_: __ ------I-- ----i--------~ +-=-'-:; -- -- --.----- ----r== --------- : .--------- --+---:-- ~--_ _,__ __ ____,__ 1------ -'------ - .----:·--r-;-- -....-+--+ -~--+--I t---_L .;. __ ---,-- ----- --i--------~ -------,--~-- --=--:== - ---- ---• --- ---- ·----- i--+--- 1 ---i--------·,-' " r =~ -.t:: 1·--l----- ' -.. f-~ -1--------T ' --=+~- = +-----+----- I - --t __ , .....,,~:::t -----t-----· ,---- -:-1-,, -- -----t--- ' .. / (It ------+----.;. --~ -.-=-1_ I I -.~ T ' t-_J_ .. 1 ,...Fr'"/11, r " t==J - -_ ----+---------= 1------i-------' =~ ~-1 ~+=::..::: l -~== t l_ -:-:_ i -_, --~---". =f.-------t1--t==±·=-_.__-t=~ +--", _-"+'=-+-+==c_:_ --, r ;. ~• -+----i -_--_ -------S----- -. -===I---. -,--- ---,,_ -------r------- i -----1 ~ ' I :;=1- --:---; .. := '---- ----; :r---i--_. f -=-:--=::r---~:_--_-,----_ £ t=m--, ----1----, , ------+ ' -' ' I ·--- -+-----l--_:_i J::... ----t-- -·------I---- ' l --+---; ' - .. , t --- -:---- ---_---, ~+- --' t=== ~-j t=:1-- -J-i ' ' l r-i--~ ---;-- ------r-' I " -·~-~ !, ---+ ---=-L------+ ' ---'--; 1--! ' L ----+-r-t-·. ,_ r---- I -,------ --------,----~-I +--_--- - _ _J__--- --:-' --__ ,___ t-' ~1 l ==1c l'l L I ' ------,+--.;. r--,--. --;-----, ___ _ .;.. -----1---, <---------- ' _t I -~---t --t------ t---_:-_; ~ • 1 - 1 t----------j· e-------i--r -=- - ' I -i--------- ---- -------+ ---· 'E j +---- l--l------l I 1 ------t ' T ----==---,... - !--~ +-- ,-- --t--"J. ' 1- ,----------'---- i -g--'' ==' -' - ' r 1 " --+ ~ ----I-----+ --+ ---+ ---~--,----- ----- ----• ' • ~J 9- ---~:'.:',.~; l --j :t=:~~-i ----=------- l== "" -------~: _::::E ,-----1 ---__ I : :'!=_•LI ___ _ :;--------:- ' -+ ..l -1: :·--_=±::=:_ ---- 'I $=l I I I,.. • !. :_:-r-- 1---__ ,_ --' --,___ ' -J==-:-1 ---------i=-- l---1---------I -~----=--t-"" I-• _____ -___;_---.--------:-- + , __ :·=1-- j -_-----'--- ' 0-. 1:::::: ---' • -------! I ----~ ---i--f t I , - l ---- l - ! L- I--I----1 t--::_--- --I I=-- .:_-~.__: -,-t -----~ ·T·-~-i~•-..cr- -.---------,----= • -j-----1 _ _-- t-' ----i------·-----~..-z!---I--- i --+:------- ' ' 1-i-.:.._ -----.-------"I,,_ •-____ ' --, ----1----::.. . ~- ---~--, •----------- r::::~- , - ------------ ~➔ ' j -+--1-h ---+---+-'-------1---r --i----~ ~--- -f--- +----- ---• ~· .... -+---------+--- I ~ t= -- = -- :=.=EJ r ---1---= ---=i=- ----- ------ -r r-----r--= r J- -L = "!2 dd 80 7{g 72 -! -i------1------j---::-t--J ---r---:_ ---+-------,-_ __j___ -.--==-. ---_:_;§ ::':. f-=--t--. ------f ' -- ' CONSTRUCTION NOTES REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AS REQUIRED, ' I ii I ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. INSTALL 8" PVC GRAVITY SEWER PIPE (SDR 351. BACKFILL, BEDDING AND RESURF ACINl3 PER CITY STD-105-L a STD-106-L. INSTALL eo· SEWER MANHOLE PER CITY STD-401-L. PLUl3 EXISTING SEWER AT MANHOLE AND BACKFILL EXISTING SEWER MANHOLE WITH ONE SACK CEMENT SLURRY TO SURFACE. REMOVE MANHOLE FRAME AND COVER AND FIRST GRADE RING AND RETURN TO THE CITY. TRENCH RESURFACING SHALl. BE PER CITY ST0-105-L. --r--l- 43 I Z4-Z • t_ 248 ' : 44 .STA."13f8t!'! ,t \~ :1~ 250 - 3 -1------- 1 'f"t \\,'I ···~i"(:l;;-1 -i.,;-/-lr;~-, ·--11-,,,,.~.J.=7 :___: ~ \ ✓---I i ,!{ ·ui'W r; @ REMOVE EXISTING SEWER LATERAL AS NECESSARY BETWEEN THE RIGHT OF WAY AND THE EXISTING SEWER MAIN. PLUG EXISTING SEWER LATERAL. (§) INSTALL NEW SEWER LATERAL WITH CLEANOUT FROM THE NEW 8" SEWER MAIN TO THE RIGHT OF WAY OR AS SHOWN ON THE PLANS PER CITY STD-406-L. INSTALL TEMPORARY SEWER BYPASS AS MANUFACTURED BY STEMAR, INC. (2131 625-0185 OR AN APPROVED EQUAL DEVICE. PROTECT EXISTING STRUCTURES IN PLACE. --- I I Ii I I CONTRACTOR TO VERIFY SEWER LATERAL LOCATIONS AND PROPERTY THAT IT SERVES PRIOR TO CONSTRUCTION, CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. j 1-----j__ -'_----=± SCALE HORIZ: VERT: 8'' SEWER MAIN 30/ - I r .i ' HAZEL DR. INSTALL 48" SEWER MANHOLE PER CITY ST0-40I-L + -----l --:-- STA. 46't-c'3_ o/3 --..: DANIEL BOYLE ENGINEERING, INC 9&/JY.~'f76M PROJECT ENGINEER RCE NO, PRO,Jt_CT MANAGE!'! RCE NO. :1wfay DATE 1/1'1-/"l '1' DATE ·----+----< 3/c - REVISED SEWER 1/L//;/NMENT. DATE BY DESCRIPTION REVISIONS I -= ; --- t ; 7 --=-±' , ___ ==cl_ c:=_=.=_,_ =· f:-J • • -----<----- - I ' ~ -='--------I .STA. 47f38,l?! ~PP'D /_.,,.-;'- v ('C s "-' APPROVED ;, ) UTILITIES DIRECTOR 8799 R,C.E, NO, c3-~~- DATE --~l_-~i.~<_-~'l'\-~-~---- DESIGNED DGA DRAWN JHK CHECKED JWO DATE 12/93 I C-2892 HAZEL AND WATER DRIVE SEWER MAIN PROJECT 811 SEWER MAIN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-52I9-5 I S-5I38-S SHEET 4 OF 13 0-344 I I I ' > 7 I 0 r 0 -v,J 102 98 'fO 82. 78 74- 70 ==---=--t - i _- ' - ' . --- L t - ----_ -I---' --1-- --c___ "_._:_.._ -----···~ .. ---,...._ --t · ____.__ __ I= -! ------ ' I= ---•-- ---~ ' ----f---i =I=-; j -.J t.·--+--·.: ~ --l -- --- - -I--- ----- t-·· - ----I-----r ' +- t-::...:...--- ---=...-~:-_·:r =i-=-:. ·-J-:: : .. I . ---+-- I ! ----.... ! - L -- ["" - -=== - ,_ ---_-__ _ • -----~----- . t---- ----. .,. .. -- - - -- t.:....=.~--- f-------. - ~-- i ---; '-.,q -- ,----' ------· -. -- --_---i------ ___ L__ r --t--f-· " -·---------______;__ ___ ;-- ---____ ,_ ,--:1 t···_---.. "=f=:3:.. ' J - -: ----' -r----·-------+ --i-----------r --t--: I I I---------~-· i i CONSTRUCTION NOTES REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AS REQUIRED. ---. ----,. = ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. CONNECT 8" PVC SEWER TO EXISTING 72" MANHOLE PER DETAIL 4, SHEET 10. INSTALL s• PVC GRAVITY SEWER PIPE (SDR 35). BACKFILL, BEDDING AND RESURFACING PER CITY STD-105-L 8 STD-106-L. INSTALL so· SEWER MANHOLE PER CITY STD-401-L. PLUG EXISTING SEWER AT MANHOLE AND BACKFILL EXISTING SEWER MANHOLE WITH ONE SACK CEMENT SLURRY TO SURFACE. REMOVE MANHOLE FRAME AND COVER AND FIRST GRADE RING AND RETURN TO THE CITY. TRENCH RESURFACING SHALL BE PER CITY STD-105-L, 4t3 ---i-- -___ ,_ l -,- - -__ ---- ---I---+---- , . ----- I ____ ;..._ =-- I---- _;--- ;:..:....-- ~ -- ---- 1--i----l . t· ----- ___ 1_·_ --I----- _---- ---... -----; --f-t ----------- - ---+--==== ' --,-. I .. I .. -;-- : • - r -t ----- 1/ ~-:~: t -....£. • ----+--I -- }:=="'-ii'piJ ·=:=:l"--.. ~---- •• I f.::i_ - [ ! : ~-+---- .. ---, __ ------=---i...-··-.,. i :t:!_rf~ -p __.-- ... ; __ - ,_ -- -- ---j +---i----~ -- -' ' ___j___ t ---- --- '. - - -- - - .I ....... ·· I. __ f_---t -1--, __ ------· . r- i i--£ 'IS':I,, ., -C 'F}/ -· i i ~" -~;·_' - - ·-t---=- -f-----• --+-----~ ~ - --.. •• ' -1-------, .. -;-- ---r----r--: --:t..:_·-... .... . .... -' -------- -~----•• t··· -----' . . . .. ' --:.-====i=-· . . C}_-- --- --I-I-- - "-f------'.-• -~- - ... --1------' --r-' -+ ,_ ~-- ... -,-- ' I - :v' 11~1 rt ·t .:•_-·t .... i - o~~- +:--------:- -I , [ J 71' Ff"!}·· ; ~--== t=:-~ 1-~-- ~ u0-1-----•. !-----••• ' •• - ---E :•F-- . ------ ·-. t I ... ____ _-_ _-_ i f-=====--r_ -'··- ------1 _l_ -i ----,__ ' '.-... +=- r ' ·----~------I- t---~:_:. F. --___ ---I- ---... t .... ----t '8't-·- -i-----------r-- -----------1- - -t------~- : ~----j---- --i---- ..... --_ ---:-+ .. t'(j ;Q, ~~~ =~-; , .. --c--· t ----t..=.-; -· ----, __ --'---j ----- -+----t-·· ..... _--·-:-= ----•• ,-.... =t_:·_-:--. - f-____ t -t ' t--1--· l -! --+-- ' a - , __ _ ... --_ ---... t-t -,----r I r ~ +-----' .. --- ~: j: __ -~~t-----,- ----,- ~ . -+ - -, - I ---+- ---t--I --==r=-= /----::r __ _::_i------t I .... ! -:-------" . i l. t:::c_+ .... +-----,---t . ~--· F···--··.,. ' ' : . .:J:=+._ i l -' ' -----i---------+ ' -I - . .. + ... -- --t-t i .. -·-:-::-;::-. ! " .... ----·r , 1- --+--- r j ----=----=-=---1-- -~- ::.:.:. .... _.: __ L ~ ,;,.....a.+--~~-, + _:: I - -~ --+ _f ' ------,----- -i ' ' . ' - C----+----t t I ..._ - ,1 -------t--~ - - F i -, -- - ' tJ -----=-= - - --+ . -'• ---+ - i i ' ~ l !---------<-----• ~ --1--.... .... ------a-- . ~ -----~:.-:.r:::·:-:.r--.. ...: --- l -- ~ --j ! I f-- ' ----l--t::._ I - =-· .. .. -::-Lt -- -- i -' -' .,_ 1,., We,;. --- - I t ' 'E I i . l l i __ ,__ f-----:-:_ ' ::_= --/02 - = 9l3 94- 90 --= d2. 7B --- --f---. 74-···-· 70 SCALE HORIZ: .5/ 52 .STA. 48-f 0.3. tiJO REMOVE EXISTING SEWER LATERAL AS NECESSARY BETWEEN THE RIGHT OF WAY AND THE EXISTING SEWER MAIN. PLUG EXISTING SEWER LATERAL. INSTALL NEW SEWER LATERAL WITH CLEANOUT FROM THE NEW 8" SEWER MAIN TO THE RIGHT OF WAY OR AS SHOWN ON THE PLANS PER CITY STD-406-L. INSTALL TEMPORARY SEWER BYPASS AS MANUFACTURED BY STEMAR, INC. (213) 6211-0185 OR AN APPROVED EQUAL DEVICE. PROTECT EXISTING STRUCTURES IN PLACE. INSTALL NEW SEWER LATERAL CHIMNEY CONNECTION PER CITY STD-408-L. THE NEW SEWER LATERAL SHALL BE INSTALLED PERPENDICULAR TD THE NEW MAIN PER THE SPECIAL PROVISIONS. VERT: 8" SEWER MAIN STA. 4'1-1 c,f,, 75 STA.5/.1·50.58 CONTRACTOR TO VERIFY SEWER LATERAL LOCATIONS AND PROPERTY THAT IT SERVES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. REMOVE INTERFERING TREE. INSTALL 48" SEWER MANHOLE PER CITY STD-401-L DANIEL BOYLE ENGINEERING, INC. , . , '·' -> . ) ---) END CON.STl?UCTION r5TA . .5i?f-'f2.0 7 ~~ J/ oL-/7'?6.f'/ Piiok ENGINEER RCE No. , /1."' lq.,. ,_5_·_ILl_·'l-_'(l-+--;i\~--+-"-""_v._1s_cs_D_s_£_)<(_E_R_A_,_1a_w._,.,,._'E_,,_r_, A_n_n_6_D_s_E_M<_E_"'_-1J-.,;_="-=1~ / 1/'ff"; LA TER.IIL:3J /IND CHIMNEY. ~.,,.,""''"' ~ 13#~,;ii,-292 75' PROJECT MANAGER RCE NO. DATE 1/lf/ff: DATE DATE I:\ ~-Lb. ADD CSDtJC. SJ:4T!ON ,..,,.,.,, BY DESCRIPTION APP'D REVISIONS ~SEE GEN£K'AL NOTE NtJ.2'8 APPROVED I .-. .,...; er-r-~-:r~,-..,e-A'R:t· UTILITIES DIRECTOR 38799 R.C.£. NO.~~~~- DATE ___ l-_'-_r--~-4 ____ _ DESIGNED DGA DRAWN JHK CHECKED JWO DATE 12/93 S0'1LE: I", cO' V I C-2892 DRIVE SEWER MAIN PROJECT HAZEL AND WATER 811 SEWER MAIN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT w-5219-sl s-5138-s SHEET 5 OF 13 D-344 ,_;, □ :I ~ <-'1, ~ " 7 m n " ' 2l D " r.:~-- \] C 0 D z ~~-- 92 88 84- BD 72 {,, 4 C,Q ! j -+=--t • i -----1------ ----.I.... -' ----I----+-- . J. --' I'.._ __ - ------. - - - --+- ----------. --l ----t ' ------ ! = r --, - ------- 1/ j----------I-- ------ ,.,,' ---! ----- -- -----------------,- ----t--------:--= ---__ --:~--~ --_- ! - ~ I __ j_ i-----------;---' --•· 1 ----... - " -f-----' ,_ !- ' ~ -- __ 1____:_ __ - -! i -_J_-____ -'--,, .. + __ .,_ I ! -f--1 -- - _ _L j :~ ---~-: : .. ~~- -•--:·: .. I --' - ·_ ------ l----+--' l ' -i = .. -----. -------- ! 'T I '--=c- . --. . .. ~--~---1-·--.::::-i=---. --------< IC -.. ---- ---- ' --, - ' ~ ---:~i--- 1 - ' -------: --•-----;----- ' -.... -+ -t --------- _:c:::::::: -- ____:.__ --+ • • •• ---+- ; ----i----- ! i ' j - I ! - f-· --. -+------= I==--- -;.-. - -_,__ ,-~ ---! -- ..::.:::::.:.. .. .C ··---__ 92 ---'-- ::_:_ !------88 E - i _:--~-=. ---~: ----+--' ' -~ ~------ -1---- . ---,---------,-- ,_ ----- .-------:--- t..::....::..._ !-- ! ----- ----"- " -. :..:..:. -------• '... . - ...... llr,,._ c_ ----- ..:_: :t~~ = ~---t_:·:-; +--·· --.-+-- L ' -.... ----,----- --- ' i ,-- -' j L_ __ +---- -----I---~ l ------------+- -.----- -_:_--::_: __j__ ' - ~ 1 -3/ .~~i~::;::i:·' ~---~=--~~-----➔ r-: __ • ' - l ---'----- • . - C , 11'--._i=::: <A w. J'-t C . --:---·-'''°% I ----------- ---=-::-! -_-_ --..... ---,- -----. _._______:__::__ ______ +--~------"=="-- - -_______:::_..:;~~--+ :_t -_::: --l 1 .... ---~-=1 ! -t - --'-- ' -··;:: ~==---1 .:-: --•• --- -. 4 •• ---== -1------------ i -, __ _ -- T --• •-1-• _, --_ i -=f-· --• ----.- ---!-~ __ -_-l ~--••••• r._:._ -~F:E.iiJJi/iili;;.$lJ~ , .. I ..... . j -... +-------'---. I i _I_ ___ _ ' -----., 1' 'I .;Y , 'Y-----1--, _______ j__ - ~a,-K ---i------, • -L------·-· t u -··;-t +----.. -..... : - - -L --- +--- -~---__ -__-l ' --'--- - -l i .. __ ·:·+ ... -----I-=::::__ ' + ; --_ \ --~-'9, _-,,t~,f' -,--------: -~--·- -------i 1 { __ i ' l _i____l__ ' -I--------,------ -I---e--------'----___.._ ___ _ 81- ! ---- ,-----t--:. __ •• i --:-_t: ... --I + __j__ L__J___ _ ' I l !------- _____ .;... -! ' -dCJ - -----· ---l __ _ ---: --... . 1 ' - .. -,,.,4 .12: ' _,.. l --i---- --1- I - -.. - ---- j --- -,---+---;-----l -r----- 01---------I ~ ___ _-__ , __ - • f---------1 --~ -------------, -. :-=:·· -·-;;;-·::: -. _j__ __ _ --+-- ,-le. ' ___ , ____ -I:-·. t -- t· -I --------· ' ' _ _,__ --.. _ j . --i _::_ _ ---r--~, I f----------t ···_:!_ -.i:-.---:--. ---T-' ----' 6.B ' r---------. -_--;-------.. J. + ---fr, =0 --· j ---'---------1--}::: •. _:~-----=---'-k -----::-<: -: -~;.;;:J-·=--- l .. ...: -' -------t --_, __ ' ---'--"" t---=:=.ns. t: t -__:__t.. • i !-" ------_--- _ _::__::_--: __ -., -----:-----i '----,---t ! - ----:i. ___ t • ' ! I\J -+----------+ . = 1 ~ i:_ -----~_::_ -+-l "' - 0 • __ \_ ~ ..... ~-. Q,,.. -~----------i ------. --- ------=-----+-----. - --.. -- - ~ ~~-------------r-- ! t:-_J__ __j_ /0 I I -T l i ' + ;· .__.-:---=t--:-:: +- ff --•--·-· --.; ----..... ---- T I ~"WATER MAIN BEGIN CONSTRUCTION CONSTRUCTION NOTES REMOVE INTERFERING PORTIONS OF' EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AS REQUIRED. ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. CONSTRUCT THRUST BLOCK PER CITY STD-510-L. REMOVE EXISTING VALVE IN PLACE. STD-105-L. VALVE BOX ANO RISER AND ABANDON EXISTING 6" BACKFILL, COMPACT AND REPAVE PER CITY INSTALL 2" WROUGHT COPPER 90° BEND. INSTALL 6" DIP 11-1/4" MJ BEND. INSTALL 6" DIP 22-1/2" MJ BEND. ' CONNECT EXISTING 3/4" WATER SERVICE TO NEW WATER MAIN PER CITY STD-502-L. THE EXISTING 3/4" SERVICE SHALL BE UPSIZED TO I" FROM THE EXISTING MAIN TO THE NEW WATER MAIN. CONNECT NEW I" COPPER TO EXISTING 3/4" COPPER WITH JONES J-1528 3/4"xl" FLARE FITTING, IF EXISTING SERVICE PIPE IS NOT COPPER, NOTIFY INSPECTOR. CONNECT 6" PVC AWWA C900 CLASS 200 WATER MAIN TO EXISTING 6" CIP WATER MAIN PER DETAIL 7, SHEET 10. ABANDON EXISTING 6" CIP WATER MAIN PER DETAIL 7, SHEET 10 PROTECT EXISTING STRUCTURES IN PLACE; CONSTRUCT WET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD-500-L, --4 . -_j________'._ -1 ';;-< . _. - .::.,:_::t-·: ___ :_.--:--~ ~--~:::?_ ~; --~-- __j ----·---- ----·------ '.··_ -. , ••• '.'.. 1,· --._· j -F- le. ----, SCALE HORIZ: VERT: I"= 20' I"= 4' ~ INSTALL 6" PVC AWWA C900 a.ASS 200 PIPE. BACKFILL, BtDDING AND RESURFACING PER CITY STD-I05-L B STD-106-L. INSTALL 6" BUTTERFLY VALVE IMJ x MJI PER CITY STD-508-L. INSTALL 6" 0.1.P. TEE (FLG x FLG). ROPE WATER SERVICES AS NECESSARY TO AVOID EXISTING CATCH BASIN. REPLACE EXISTING 2• SERVICE FROM THE METER TO THE NEW WATER MAIN WITH A NEW 2" SERVICE PER CITY STD-503-L, @ RECONNECT EXISTING I" SERVICE TO THE NEW WATER MAIN WITH A NEW I" SERVICE PER CITY STD-502-L. REPLACE EXISTING I 1/2" SERVICE FROM THE METER TO THE NEW WATER MAIN WITH A NEW 2• SERVICE PER CITY STD-503-L. ---)----- 99 ' 1 + - -~- ---,-,t· -i ---=t--rL1~ 13 INSTALL 6" DUCTILE IRON (FLGxMJ) ADAPTOR. DANIEL BOYLE ENGINEERING, INC. ~ --•-=J=---_ tlljo ' -1- 1- -----i-------l-- ! ----r-··-- __,__ - 1 , l L t;," WATER MAIN HAZEL DR. - -• -----i -;-. - I_. ' --·:=..:·___ ' --- --------- -------__ -:_ .,. l i +--------------,----t STA. 131-/4 .STA. /3-1-"f"f.85 .If 0/03'1'0.3" LT. APPROVED --' - __ J_ ' =--·• ---l ' ! tl,4 --- (,,0 I C-2892 HAZEL DRIVE AND WATER SEWER MAIN PROJECT J /,..,-/4£' ---+-~-+-===~~=~---------+----I UTILITIES DIRECTOR 38799 //Y/r,-.. R.c.E. No.=~~-& REMOVED NOTE &'1 DATE--•~-~"-~-r_-~"l~+ ___ _ 611 WATER ~~AIN PROJECT ENGINEER RCE NO. . ~c~6.4 e/Z7> PROJECT MANAGER RCE NO. DATE 1/1#'1'/- DA TE DATE BY DESCRIPTION APP'D DESIGNED DGA REVISIONS CHECKED JWO DRAWN JHK DATE 12/93 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT w-s219-5I 5-5138-5 SHEET 6 OF 13 • D-344 ~ " 0 ;:r: Ii • < JJ z m -UI i ----- I -. 92 ; .. -+---- -....=........:. - --I...---+--- 88 --r-: -+-- 84- -------- --i--------t-· --~ -f--·- - -+------ _:_ --~ --' ------= -- -- ' -·------' ------ --- ----I----• ___ L___ -c ···••'---_J '----- ------- ----------------- ----I...-- = -----=--:_. ' -- i---.. - _L_--:::. . --•••• J.. -~_::.:: ... ,_ . -- ---,_ ---- ,_ -I--+--. ~- - - i ----l-----I -----1 ---- i -----,------- ---=-.: __ -_ -. ' -------""'" ···•: .... i -----'--i : --i--------t-- - -----__ - ti---~ ~ -------l- ' I" -~_:____:J__. i --. ---L __j_ I .:. ~: - -~ .r.:......_j___ --;...---.---..--- .. --'--- -----···-·::::::--· : -' ----: -----1---------:== t---:-j __j --,,------ . --··: '-----• ----~ -- -~ ----1---· -1·· - --t- -, '.:.-----'------: ---- ---, ---I-: '-1 'Xi 'T, --t--,-_ -,~r 1 •=f I --'....___' ->---~--- ---1---------:----- -------1-- -- • i-- - . I--I---1---- :1-f--c~L---~-:: --:~ ."Ll ,I. ~I_,., q-~ -J '-----I_-··:_-:· -··1-----• I--,_ ..... i -'--. •- 1 --+----1 + I------_ -_ ., -------• ----. . .. -- ___[ -+-- -- ! - =i ~:: :~::r- --<-_, __ _ -:- _- ---·-:-:= = l ! ---~ .. --·z: --.t ' --I - -i --i--r. l -- -t--• l __ j__ __ I ' E -. 1--·---t·--. --- ' -,----= -; __ _ -__ _j ' -,· =+='---'-. -~L ; --·--'. I= = ----t ' ==! f=, -----' f ' -, -; --+ "' -=-____ • -. -_ _______,___ t + l --+------+-_- ---1-•• ------88 ______:____i__:---'- _j ' :-:-:------------= = ' ' , ...... .. -· . -4 -= ~-:·; :·.: _- :·L_-_-1----I ~ :..________: I -t=:_ __ -- "-=f=:"3~ ·:·.= ! ... --=--, _· -~~~ • J 4:. ~-L I== -1---- r I ---l _, __ L I _:·:::::··- 80 -t :·_---' - ----L- I ------,--. ~, ··G.,. t • J -' -~----------t-- . --__ ,.._ __ _ _, __ _ -----__ -~ 80 7Z. . -----I • : t ' .. ---I ; I -. ---+-----.:P -, ---- '""' " ---- 1------'., ---f--' ' -T --- ---, --- -- -. -:-------!---I--------!i_ ,j __ ,L ~--- j--- ---j ---~-- ±::_---f-- ---•·--+---- ---- -- -- -: ••••••• • T 1--- _ , I -• ,. _I ' - ' i T ·>----- I -. --, _ • -. ,-- ' -·AY''.32~-l .::--r--- .===t: 1 -- -·; . ~---- . L --- - - ( ,_T~ --- ----- ----y ------. - --_, •• ' ------... ===r_--:: --.-:~ 0 - ~~~ T v~ ~ ----- _ _________,___ ' . :_'.~-~r£:::;_ - . ' - -,--- , . .11-, - r:---+-- • i • I___:; -1--~ '-,_, ' -------_-t= -------+----------_, C:::::::::-. ; ~~----·::: ~----- E ~:: -_-__ - - -1 t-=-=. --' ~-: __ 1 I, ,___:_:_ ____j__ •• ·-t -+-' : ~ :'8 II ' ' ' i ------,.~}[ V, ✓ t - - --1 ---- ---~~-~=r: f=c'•••-· -1- _;:.--:---1- - ------ i- . i -----' --+ I --~- . t=L-i .. -L : . -~----'- --. F=l' i j -+ --+- ' ---.-----+--+· 1 ,_ •---.:. i. . --l- -----,-------·: - ' - -_ 1 • -----+-----=-J { -- : --o C --_--_:-_-:-___ I __ : . ---·-:·---:-,_ ---:r··-J -- --~ . -i ---, __ --·-·:· .. = '----_: +-. - T. ------:- t----_:- ! --- -- L -----t-----=-4--+---+--' -' -·-----= -_:J ___ • --? _ _-_: r:::: __ :+-==---·- i -----. -+ - - -----·-------..:+----=------. ___ ;. ____ :. ... : •-----+-'--.... + ·----__j_ ---- ~ ---, ---- --' -- - ' ...::::::·:-:::1:. -_1 . __ ;J_ -- l- -= - I --. L - ___,____, -· -U=-- I -; I -I--}';___-+-'. ' ' I -; =,==r ' -i 1 F -_ _, - +------= _o'f~::_ tfl··~' , r I , __ f ==t f·_ - ' --. --" ' -' ------~ c._ ________ .. -' I -- ,.__ --7Z. ----- _.__ I ---·-. --I ----------' ; ' --- i::--:::-- ---- = ' ----------' - -- ' i -2-- ) -) 7 ,?34 CONSTRUCTION NOTES REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS ANO THRUST BLOCKS AS REQUIRED. +-' ' - I I II ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. CONSTRUCT THRUST BLOCK PER CITY STD-510-L. INSTALL 6" DIP 11-1/4' MJ BEND. 238 CONNECT EXISTING 3/4" WATER SERVICE TO NEW WATER MAIN PER CITY STD-502-L THE EXISTING 3/4" SERVICE SHALL BE UPSIZED TO I" FROM THE EXISTING MAIN TO THE NEW WATER MAIN. CONNECT NEW I" COPPER TO EXISTING 3/4" COPPER WITH JONES J-1528 3/4"xl" FLARE FITTING. IF EXISTING S£RVICE PIPE IS NOT COPPER, NOTIFY INSPECTOR. PROTECT EXISTING STRUCTURES IN PLACE. I ,-- ' ----- -- - - ·- ' ----+- . i --,-- --=r --==::..i -----r I - , i -ci= ' +----- -= --- ===r= 'F '·=-··· . - -==-: __ -I .. ,_ • =·~--=~ ;::·· --,-- .. -- --· --_ ____:: ------------... :. t ---_·: -···· -.. ---- ._,____..,.__. ~-----+--+~j. i. - . --+---i ··::::-->-------. '----❖ 1 -- . ------;----------- - - -----------'-----.. ___,_____:__ --7====t=· '.---- ' • ~-:::J: __ -.---: ----l . -____ -_-_-_J ' ' ' ' ' • -r :-+ • -t::·" ----- ' 1---t ,_ -- ---- ' i ,--- ==-i -- I --+-- ·----t--__ -:J__ ,_ ·~ r=r . , __ = t t _:__ i • ::::i=. :t I :::r:: + - ..... T --I •---------- =+--' ----' [ 1· /5 ,?50 @ REMOVE EXISTING FIRE HYDRANT ASSEMBLY AND CONSTRUCT NEW WET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD-000-L. INSTALL 6" BUTTERFLY VALVE IFLG x MJJ PER CITY STD-508-L. ROPE 6" WATER MAIN AS NECESSARY FROM 5' TO 3° FROM CURB FACE BETWEEN STATION 14+00 AND 15+00, ------ INSTALL 6" PVC AWWA C900 CLASS 200 PIPE. BACKFILL, BEDDING AND RESURFACING PER CITY STD-ID5-L 8 STD-106-L RECONNECT EXISTING I" SERVICE TO THE NEW WATER MAIN WITH A NEW I" SERVICE PER CITY STD-502-L @ INSTALL 6" DUCTILE IRON IFLG x MJI ADAPTOR. . l ~-"-t=1c.l SCALE __ : :.:.::.+ i •. :l:: .. : } t • _:f ·::· . . 1-- /(,, 17 HORIZ: VERT: .STA. l7f0/ HAZEL DR. @ INSTALL 6"0.1.P. TEE(FLGxFLG) DANIEL BOYLE ENGJNEEJHNG, INC. 9'71r. oV lf?GP'f y;119f' PROJECT ENGINEER RCE NO. DATE PROJECT MANAGER DATE ,--- APPROVED UTILITIES DIRECTOR :3S?99 1---1-~-+~==~~=~~===~-----+----1 R,C,E. NO, --=--::_c_=- 1:._ REVISE /J WATER ALIONMEMT J DA TE __ c.l-__.?.__.!'----'l_-4-._ ___ _ 7·et·'!4 0 • DATE BY DESCRIPTION APP'D DESIGNED DGA DRAWN JHK REVISIONS CHECKED JWO DATE 12/93 I I ' r -• . - - -__ t I C-2892 HAZEL DRIVE AND WATER SEWER MAIN PROJECT 6 11 WATER MAIN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT w-5219-sTs-s13a-s SHEET 7 OF 13 D-344 I I I I I i I ,I D ► ~ :') ~ - ►~-- /08 /04- - /00 '1Z --.. ----- B8 --r- --1------- .. :·_ -__ ---•-----~ ----- ----. • ·-t---------- ----t----+ ---= l -- --·::---::- ------- - ---;_:_ ''. -----r--r---., ··t--t---' -------- ~--... -- t ---- ------- ------I------" ~--- ----· l . ---"" . ·------ --: :~=-r- •---1-- -- ---_:-~:.::........ '., ··:::. ·· __ ·_ -~-- -f --~-- Er I I ; __ , __ ------. ~---1.L - r t -""' __ ..__~_ -' -' 1-l i:::=:+:__ f------.----f' -f. - ' -1 ---~~::-1.-. - =-- _:::::j___ ' -i---------' -----~-.. •· ----- ----i------- .. __ _,_ ' 1 :·.1-.. -:----:: i-.. --- --- --i--- -- +------'--~·---'= -~ ·--=---:.i...::_ .---~--------+---• -l------• __ _,_ ' ;__ j .. -----.---,_ _-,-+-_ 1 ---1- ! .. ; -~ ,'S .-11 n ,✓ _-,-""'• ·r , ,-• U _ , -- ---+ ' ::.- -' I ----,-- ' --+--t --t IFj __ '1-t - - t ---,--- ~--:..z-.:1 ---I --------,---t·· ----I-- ----------------- --+------,--- -~ ----+---------, --L -----.-=, C--------f --------'--l -::t:-------·:-__ ---,--- ---+-=-- l'CC -----'------t ------~--I t::--=-· ' __ :-· j .---- ------- ---~ ---- T --+ ---- -- : .. :L. •£~=--=t=-r~ -1'• =-+1=· =-c-· ----+----::--= 1----1_ --' r==-: ~ f_-:::..'----------r- ·•·1,--• --+ __ =, ---: .... -- T - - ,------r. . - _+---.. 1 '-----,- .J -• -~-:.::::. _E--f "_1tf--= j_ l ---i----: --~ ---: i ,-_-- l -1----- - el f· -----+----- ---+----+-~ r -- ----- f- t ' t ---1--1--- -~ . -.. , __ L +·-'-" 1 •--· ...• ; ,,--11=-=-'l="' t - ' .. r f -,-----,- ' --r-r .... -. ----c· -· -..:....::..::.. - ' --- i . ' ---;-. ---' - • --i----- \ .:::-:.:· .. I - ' ~ J 1 -__ -t _ __ -/OB -- - ---r: I. /04 -- I - ,_ ---/{){J --=-=t- t- I= --qz ----r---·-l -_ ---- ' _;. l -,- . --1--------t-- I -! 88 ' I -------!-..--t I ---+-- ~--r I . .. -1 .----,-t I ------: __ _ ; __ _ d4 7Z 0 ® ® @ @ @) @ --__ + -------•!--•• ---+---- -------. --_::r: ~ --7-- ____ :-i------~ + -; t ! -...... ---,-' - ' _:~--- _.-, --··:-::~•~ 4:.: . -----:-,-~~ ; --~---- ,- ' ' . /9 CONSTRUCTION NOTES --+--' ,, 1/' ~ . 1 ,_ ' -i t -=--i-------' -+------,------- - f-,_ ,.; --- ; ; ··-i--------... ------~ -----=::+=-------'- , ' -+-+ -t--· ·1:_· ___ , __ _ -, ---------- ,---l -I -= _--.l-__J ::: J_'" 20 I .. ( ==- ---'. - ----.. ---f----- ·:·1:--., , __ --- ' ' ----... ":·:·.:·: ' ...• -->- -+---• -= ~ -+ ------· 1 -!--------' -.. - -- +-•• Q:) ~ ;~t ; ·t:: -. -··-r--• --~-:---:-d •-~--~-_ _j_ t ------J I t - -t---· -.---·• •• ,--- J _r--t --.. f 1---' ) -j-••· ' + ---.... -: t ___ _ ----- ! ~-:·}-==1····· -------... ~~· J-~ ! -+- -+---- -+ l t -a ----+---4 r r: -:·:r--·:: I ! F·-- + ! t· . ' ;-----, ••• ~~ ---•••• •• -~ ; • --- --j---+--+ .. ---,_-_ i ~ r··:__ i--------i ~-i_ __i_ +- --I I I C _i SCALE HORIZ: VERT: .. ' --. -i-------- .i_~ -i----------1----- ~--- l J----+- e z. --=I== +----------=--- -! _[ l --_r- -,---- - l i, i --- C t F.' i -+- I---1------ ' ' i ' t ----+------ ' I " +-- f-- ! - -,. - --11 ., ............... I • 1 -- t -• ,-' REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AS REQUIRED. INSTALL 6" BUTTERFLY VALVE IFLG x MJ} PER CITY STD-508-L. CONSTRUCT WET BARREL FIRE HYDRANT ASSEMBL. Y ?ER CITY STD-500-L. INSTALL. 6" PVC AWWA C9DO Cl.ASS 200 PIPE. BACKFILL., BEDDING AND RESURFACING PER CITY STD-101>-L. 8 STD-106-L. INSTALL. 6'' 0.1.P. TEE (FLG x FLG) INSTALL 6" D.I.P. (MJ x FLG) TEE. HAZEL DR. ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. CONSTRUCT THRUST BLOCK PER CITY STD-1510-L. REMOVE EXISTING VALVE BOX AND RISER AND ABANDON EXISTING 6" VALVE IN PL.ACE. BACKFILL, COMPACT AND REPAVE PER CITY STD-105-L. INSTALL 6" DIP 11-1/4' MJ BEND. INS TALL 6" DIP 22-f/2" MJ BEND, CONNECT EXISTING 3/4' WATER SERVICE TO NEW WATER MAIN PER CITY STD-502-L.. THE EXISTING 3/4" SERVICE SHALL. BE UPSIZED TO 1• FROM THE EXISTING MAIN TO THE NEW WATER MAIN. CONNECT NEW I" COPPER TO EXISTING 3/4' COPPER WfTH JONES J-1528 3/4"xl' FL.ARE FITTING. IF EXISTING SERVICE PIPE IS NOT COPPER, NOTIFY INSPECTOR. CONTRACTOR SHALL. REMOVE AND REPLACE AS NECESSARY IN KfNO THE EXISTING CONCRETE MEDIAN AND CURB AND GUTTER TO THE SATISFACTION OF THE CAL. TRANS INSPECTOR AND THE CITY INSPECTOR PER CITY STD-180-L. a STD-183,L.. REMOVE EXISTING FIRE HYDRANT ASSEMBL. Y INCLUDING THE VALVE IN THE STREET AFTER THE 18' WATER MAIN HAS BEEN TESTED AND ACCEPTED. CONSTRUCT MASONRY RETAINING WALL l4'-8" HIGH MAXIMUM! AROUND FIRE HYDRANT PER CITY STD-228-L-A AND HYDRANT PER DETAIL 8, SHEET 10. RECONNECT EXISTING I" SERVICE TO THE NEW WATER MAIN WITH A NEW 1• SERVICE PER CITY STD-502-L. PROTECT EXISTING STRUCTURES IN Pl.ACE. . @ INSTALL s• DUCTILE IRON IFLG x MJI ADAPTOR. DANIEL BOYLE ENClNEEilING, INC. ' 1/111// 'Jr: {!}.L,p! '/?~fr/' y,,,,;;f l---+-~+---~----~~~+,----1 /,;', R'EVISED it/ATEE ALIONMENT//ND //DD!'D µ. PROJECT ENG!fJEER RCE NO. DATE -:lj~g~.?- PP.O,JECT MANAGER Z927S- RCE NO, /!_'f--/?t DATE 7·ZZ·'74 0 ONE WATER .'JERV/t'E AT S771. 20; 7-5 ~T DATE BY DESCRIPTION APP'D REVISIONS -- +-"--... t -. .;·-t: .• -· +--l --- •····- APPROVED UTILITIES DIRECTOR 38799 R.C.E, NO.~=~~- DATE -~l-~~~•--~'J4 ____ _ DESIGNED DGA DRAWN JHK CHECKED JWO DATE 80 :t ~+-( ---+---1 .. ' - :..~ :j::::: : -- 7Z I C-2892 DRIVE SEWER MAIN PROJECT HAZEL AND WATER CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-52I9-S I S-5138-S SHEET 8 OF 13 D-344 n ~ ~ 0 ~ "~-- ! 00 " -··· ... ----=--·-->---1--- ,, -_-_ ---+-----=-,--- - I 1--- ' ----- F -- /04----+- /00 92. tJ4 8() 0 @ 0 @ ® @ @ @ 1---------f.-------f-------1--· • ----- _I_--- --!------ ---1---!.i .. I - ' r • ; -.~: ·;----. ' -' ' .• I -----. -------. ----••• --,_ ....::....:__ ---~ -- ---l----j ---t ·------c-- I ' ' . ---l J + -; ~:t~ :: --:-:!"--~ ~ t,.~-----c--------"- -, ' ---· -~~L --' ------ __ , ------- ---1 -t····- - ? :_!'] _.. ,,_:: ---- ~; - .30 STA,30,/2, OtJ REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AG REQUIRED. e ------ ' ------i------I I ---!- 8£0/N CONSTRUCTION ST/I. 30tOO,tJO ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. CONNECT 18" DIP WATER MAIN TO EXISTING IB" WATER MAIN PER DETAIL 5, SHEET 10. INSTALL 18" DIP CLASS 52 WATER MAIN, LENGTH AS REQUIRED. BACKFILL, BEDDING AND RESURFACING PER CITY STD-I05-L 8 STD-I06-L, JOIN EXISTING 6" ACP WATER MAIN TO THE NORTH PER DETAIL 5, SHEET 10. CONSTRUCT THRUST BLOCK PER CITY STD-510-L. REMOVE EXISTING VALVE BOX AND RISER AND ABANDON EXISTING 6" VALVE IN PLACE. BACKFILL, COMPACT AND REP.AVE PER CITY STD-I05-L INSTALL 18" DIP 90" MJ BEND. l --- ------ ----+- r -~-- -__j__ ----- I. _:_ t--. -- --I--·: .--:: -__ . -----,- ---•••• ---- - - -----------i . __ _l___ --~-i' •-_ ,~ -+ ;==:-, 1t:r:J r=~ -j - -:-=::::i=: -t: ---~:::-1 ·:·:·.+-::: __ . ---~ ; r--------=-t..··· - ' --I i .. 1 ~--~----+---------- --+--+ -_ ---I--+ ---+ ------+- : --+---- ---+--- -+-------= -______ _ --t-;------'- ____,---- --_t - ---+- :-.==::t..:: 3/ --- -l l - . I • -------+--._ __ ,-' - 1-====-- t t·- -------- --0 ' - -1 ~---: ' --r--t.: ~ ., r t • -·-t~-----I+ -c-----c-- -i---------- - ... .:)-::::_: ·· "" -L ______,_ ___ _ ~-- j . ---i -i --_...:___ : -- --=====--1 -l --+-i -c-+-----+- -r-c'=-= r-~_, $-±' -§ "' : ' ------i---l ' --+ . r +-- ._ - ------ I - -' - -,-------• ------y-. ' I -+ -' I l ~---I------- ' ---i--------- _, __ _ ------ I I. - --1- i t ,-- I"·-~-_,-- ' l -----l- ' i .. ---+-• ·:::.-·=i=--_:__ ------------ - - ----- - - -., .... I ----'."":",,_ ,, ....... . ---------- , __ - I ---T -----,----- ~I __ _ • F~:+:_:::. t: .. ~--~ _J__ --=----! . l -I- ' ---- --,--- ---1- ~ 1------------- i·---' --------+ --- -... ~-= :::. ::: '-- •• C----- - -,------'----- - - _ _; _______ ' -l t --+--. ,_ 11-·•--r -~-~-,, 1---_--i-I ----,--__ , --r----,---- -, ---+-,_ - r-----'" . ---+-- • ' i I-.. -- -------.--- ----l- -+ ::·I-__ --__ --l ---F-' ... . ------- --.-----., ------j----------4----- ·--+- ----r----------. . .. - ,______c--1 . -----1 SCALE HORIZ: VERT: I -' j --._________j__ --!------- . f ' ' ! . -I ··1· ----1-- I--i ---+----------'- -----_ J I r ----j ' - I 3.3 --+-- lo -·:r-l ' _, ----_ ... I I - - ' -.______l..______ Ii ' IB"WATER MAIN /8" WATER MAIN CONSTRUCT VAL VE VAULT PER DETAIL I, SHEET II, REMOVE EXISTING 90° BEND AND CONNECT NEW 18" DIP MAIN TO EXISTING 18" STEEL MAIN PER DETAIL 6, SHEET 10. DEFLECT PIPELINE AT JOINTS AS NECESSARY BETWEEN STA. 31+50t AND STA. 32•22,57 PER THE MANUFACTURERS RECOMMENATION TO MAINTAIN ALIGNMENT SHOWN. SEE DETAIL 6, SHEET NO, 10 FOR CONNECTION, INSTALL 18" D.tP. 45" BEND (MJ K MJ) . I ' ·-· --i------ '- -4 f--_ ____,____f- ------- -,---. ' r -·--"-----t--___ j. -' --. ! ' I ----- ,-- -j - - - l --: r----_------- -------,. --.-u ·--+-- • L· -----+-- I -'---------L...-....-- ----... -----+----------!-- ---. _ _____;__ -~+- ~ ;-----,----·--+-~·-' --- I ' . _ _j J ' --.. - --+--- ' -- r ~-·:_:·· -r·--1----i·. . ---- ; --I--T -------+- -----,-- ~ -----. , --i=-r ----~ -... ,. --+--,. - -r- 1-------, - _ ______j__ ~ t t --_l_ - I I•---1-- -1 T * SEE GENE/i'AL NOTE NO. c8 - I .::::_· ----' - -- - --- t-·-~- ---- :-~r----- EAST COAST HIGHWAY APPROVED CONSTRUCT 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY STD-515-L, LOCATE VAL VE 1,5-FEET SOUTH OF SOUTHERLY CURB FACE AND PROTECT EXISTING HANDICAP ACCESS 1111 PLACE. DANIEL BOYLE ENGINEERING, INC. CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL TRAFFIC LOOPS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE . --- ------f -.. -----= E. - -----'-'- ---l-- - --~ ! ---- - --l +--- .. -------- --~- -I-------~_, --- £ND CONiSTRlJC.T/CJN - = - -= = ' -= ---,-- ------ --- ------ I C:,2892 DRIVE SEWER MAIN PRO'JECT HAZEL AND WATER CAL TRANS INSPECTOR AND THE CITY OF NEWPORT BEACH INSPECTOR, PROTECT EXISTING PIPELINE IN PLACE, q.J.,., r;,-: 1Jdr?6r1 f-1Yh'tt---+---+--------------+----I UT~~~~~"~1~~~~i~~:9 fRfikT ENGINEER RCE NO. DA Tt' DATE -~1-~'2.=l~-~"~f ____ _ 18 11 WATER MAIN CONTRACTOR SHALL REMOVE ANO REPLACE AS NECESSARY IN KIND THE EXISTING CONCRETE MEDIAN AND CURB AND GUTTER TO THE SATISFACTION OF THE CAL TRANS INSPECTOR AND THE CITY INSPECTOR PER CITY STD-I80-L 8 STD-183-L, :17tPH4b ,(3 ,££,_..,,t .?f27.> 1/1!"/ff PROJECT MANAGER RCE NO DATE DATE BY DESCRIPTJON APP'□ REVISIONS DESIGNED DGA DRAWN JHK CHECKED JWO DATE 12/93 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-52I9-S I S-5I38-S SHEET 9 OF 13 D-;144 I ! I " " ~ D D ;:,: jj D < :II z m n , r ~ ~ ►~-- 2 ~~ : I : 6" FORCE STA. 60+00.00 MAIN CONNECTION , I .... NOT TO SCALE INV. 76.90 STA. 52+42.94 S.D.OC. cS '1150-f . 11-, INV. 78.40 INV. 77.00 8" SEWER MAIN CONNECTION NOT TO SCALE STA. 6" FORCE MAIN CONNECTION NOT TO SCALE 2 ,---1 ✓ 1/ -·,, .. / (3) /52'~~ \ /' • • /---@ ~/ s " " ,., I / / / / I "0 ,::__/ / // V EXISTING 8" WATER 'Y / I (ABANDONED) '-/ / '.../ 10 I !~ 16 • '!· ... -~ ST A. 30+12.00• I I I r----1,0 r-----r10 STA 30+22.00 18" WATER MAIN CONNECTION NOT TO SCALE "' 10,. I / 2 10 STA. 33+34.41 IIB"WJ STA. 23+87.63 l6"WI I 1j I/; /;!/ 1/1 /1 I I I ,0/ ~/ I STA. 40+00,00 20 17 . . . .. ' ·.4 •• 29 76 8" SEWER MAIN CONNECTION NOT TO SCALE 8" VCP , 3 .... EXISTING---(t~ 6" C.I.P. I I I 79>J---"1 STA. 9+99.6!! 63,,--.., 0 ® 0 © @ @ @ @ @ ® @) @ CONSTRUCTION NOTES INSTALL 6" YELOMINE RESTRAINED JOINT PVC PIPE CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND RESURFACING PER CITY STD-105-L B STD-106-L. REMOVE INTERFERING PORTIONS OF EXISTING FACILITIES INCLUDING MANHOLES, PIPE, FITTINGS AND THRUST BLOCKS AS REQUIRED. ABANDON EXISTING PIPELINE IN PLACE. CUT AND PLUG ENDS WITH CONCRETE. INSTALL 6" CERTA-LOK YELOMINE 22-1/2' SWEEP BEND BY CERTAINTEED. INSTALL 18" DIP CLASS l52 WATER MAIN, LENGTH AS REQUIRED. BACKFILL, BEDDING AND RESURFACING PER CITY STD-105-L 8 STD-106-L. INSTALL 6" TRANSITION COUPLING )STEEL PIPE x YELOMINE PVC PIPE) INSTALL 6" FLG x FLG 11-1/4' DIP BEND. INSTALL 6" CERTA-LOI< FLANGE ADAPTOR BY CERTAINTEED. CONSTRUCT THRUST BLOCK PER CITY STD-1110-L. INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 3:l). BACKFILL, BEDDING AND RESURFACING PER CITY STD-105-L B STD-106-L. EXISTING SEWER MANHOLE TO BE REPLACED WITH NEW 60" MANHOLE PER CITY STD-401-L. REMOVE EXISTING VALVE BOX AND RISER AND ABANDON EXISTING 6" VALVE IN PLACE. BACKFILL, COMPACT AND REPAVE PER CITY STD-105-L, @ INSTALL TEMPORARY SEWER BYPASS AS MANUFACTURED BY STEMAR, INC. (2131 625-0IBll OR AN APPROVED EQUAL DEVICE. @ AFTER COMPLETING THE PRESSURE TEST OF THE NEW 18" MAIN, REMOVE TEMPORARY CAP AND INSTALL 18" x 6" DIP (MJ x FLG) TE.E. @ @) @ @ @ @ @ @ @ @) @) @ @ INSTALL 6" DIP TEE (MJ x MJ), INSTALL 6" BUTTERFLY VALVE IFLG x MJI PER CITY STD-&08-L. INSTALL 6" DIP )PE x PEI PUP lLENGTH AS REQUIRED) AFTER COMPLETING THE PRESSURE TEST OF THE NEW 18" MAIN, REMOVE TEMPORARY CAP AND JOIN THE NEW 18" MAIN TO THE EXISTING 18" MAIN WITH AN 18" DIP (MJ x MJI LONG SLEEVE. INSTALL 18" STEEL TRANSITION COUPLING (STEEL PIPE x DIP) PROTECT EXISTING 24" TRUNK SEWER IN PLACE. CONSTRUCT WET BARREL FIRE HYDRANT ASSEMBLY PER CITY STD-llOO-L. INSTALL 6" PVC AWWA C900 CLASS 200 PIPE. BACKFILL, BEDDING AND RESURFACING PER CITY STD-105-L a STD-106-L. JOIN a• SEWER MAIN TO EXISTING 72" MANHOLE PER THE APPLICABLE PORTIONS OF THE GENERAL NOTES IN CITY STD-401-L 8 O.C.S.D. SPECIFICATIONS. PROTECT EXISTING PIPELINE IN PLACE. REMOVE EXISTING 8" VCP AS NECESSARY AT A JOINT TO INSTALL TEMPORARY SEWER BYPASS AND WYE. AFTER NEW SEWER LINE CONSTRUCTION IS COMPLETED, TESTED AND APPROVED, REMOVE TEMPORARY SEWER BYPASS AND WYE AND CONNECT NEW a· PVC TO EXISTING 8" VCP. WITH A BANDED RUBBER COUPLING AND AN B" ELASTOMERIC BUSHING AS MANUFACTURED BY GLADDING McBEAN a co. ROPE 6" PVC PIPE AS NECESSARY TO JOIN EXISTING 6" ACP WATER. INSTALL 6" DIP MJ LONG SLEEVE REMOVE EXISTING 18" VALVE, FLANGE, VALVE BOX ANO RISER. INSTALL TEMPORARY 18" DIP MJ CAP TO PRESSURE TEST NEW 18" DIP WATER MAIN CONTRACTOR TO REMOVE CEMENT MORTAR COATING AND MEASURE 0.0. OF PIPE PRIOR TO CONSTRUCTION. STA. 33+47.91 ® @) CONSTRUCT MASONRY RETAINING WALL (4'-8" HIGH MAXIMUM) AROUND FIRE HYDRANT PER CITY STD-228-L-A ANO PER DETAIL 8, SHEET 10. 10 ➔'---------. 10 6" ACP ,· 16 .. ,_· .... .f. ·. --• 10 65 90 Bl CONTRACTOR SHALL VERIFY O.D. OF PIPE PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. INSTALL 18" D.I.P. 411' BENO (MJ X MJ). INSTALL IB" • 6" DIP (MJx FLG) TEE. [ EXISTING 18" CMLBCSP WATER ~~h;-,-~~--, @) @ INSTALL 6" TRANSITION COUPLING (PVC x A.C. ROUGH BARREL). -----• , 64 6" & 18" WATER MAIN CONNECTION NOT TO SCALE ---...... J / J 61 16 INSTALL 6" CERTA·LOK YELOMINE 45° SWEEP BEND BY CERTAINTEED. • "' ' 63 INSTALL 6" CERTA-LOK YELOMINEx SOLVENT WELD COUPLING BY CERTAINTEED. i<> 1· s'-s" MIN. ·1 , A 4 • 4 • 79 2 z 91 ::ii -z • 2 i<> I - I @-------I I I I I ciJ A st 3' MIN. I ITYPI • "' 68 6" WATER MAIN CONNECTION FIRE HYDRANT RETAINING WALL NOT TO SCALE NOT TO SCALE DANIEL JIOYLE ENGINEERING, INC APPROVED 9lft;;,y o.U,,,1r,sr/ PROJECT ENGINEER RCE NO. \...7~olluffZ.L3, ~-.J 27275" PROJECT MANAGER RCE NO. ,,:,_,ff,(/ l·'"q" t;..3 lcEPISED DETAIL ND.c ANlJ ADDED ,. rt;, ;,-u·,-,. Q::, t:OMST/WCTIDN /,/OTES IJO.E 1'108. •-1" DATE ~~' 2 /~--/:-t-ffi'=:/c=--t==-:.:..::.;__c.::.c..:.._=.:..:=-:..:=.:.==-----f'F'=', 12,,,.,-ADD C.S.D.{)C ,J711T!ON AT C/Tr'S l'£()U£ST """' UTILITIES DIRECTOR 38799 R.C.E. NO ~~=- DATE 1•1.1-qt DATE BY DESCRIPTION APP'D DESIGNED DGA DRAWN OPY ,/rrj9r1----~-~------------'----+-----+------; ' DATE REVISIONS CHECKED JWO DATE 12/93 C-2892 HAZEL AND WATER DRIVE SEWER MAIN PROJECT CONNECTION DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5219-S S-15138-S SHEET 10 OF 13 C:\PROJECTS\N03\102\DETSHTI.DWG 1/13/94 0-344 PLOT 1•24 ~ ,_ a " 2 ►~- G p ,- ~ Q TI z •~- I I STA. 33•08.91 42 10· -o· 37 ----j 1· GAP 1'-6· 12" e· 2' -11" 2'-4" _.,, ---/ "' /1 / '-" I / " 42 ,r I --II I 1 7 I ~ ----_.,, 43 --82 45 35 38 84 ~ SLOPE_ r------- I ----- I I 12· I @--H I I I I I I I, I r . . •. •· . J-,----,....+-,,.-, ----..1...--~--,H,----,--b,ld,!,~==!!,,-,~•--+-- I I !~ ~~ LOW VENT .. -• Q_ ID >-_, f- 6" MIN ITYP) EXISTING 24" TRUNK SEWER HIGH VENT 34 , r<) ' ;., 44 .. • 0 ' j ix) "' -34 ~ __ \__ -_[ CUR~ ACE OF MEDIA~ ------LEDGE OF GUTTER_._· -- PLAN VALVE VAULT DETAIL SCALE: 1/2"=1' -0" EL 98 2t . \ 38 \ EL 98.0t --· I ,' / ,'¼_"Y-_",~'0 ~ '15:o~'V""~-,,' 1/-? • . S(1::-'<(«?<-¾ '»-..J t--' c</-· -..J ..__,. ,(~ .. •• • : 07 . ½~)''/ .. cv~ .;_., ~ X: '-" 0 0 . ::-· I . . " .• ..... .. I ' ;(; • •. · 0 . ' ~ C'-' -..J rv st 1·-• . ' . .• 0 ,G, -,,.,. ~ .. . ; • . . .· 4 o· . .. .. . .• -?-I . : • ' • I' -... · • :.<1 . ' ... •· . . I I ,ID1 -\ "' } .. ·: • \ ...--® ' I . 106 @--... . 18" MIN .. .. • ~~~ r~ . @ 83 .. . . 42 'a r--~ ...11------•II,,, --7r· " l ---.. - " ) ~ ~ " ~ ~ _JL ~ .£ = = ---~ = ' ---- • @·-(fJ ~ • 19) ID ID ' ' @---"' • b, ... "' ID = ' -' . . . EL 85.7 . ·• • a, ' . . 12" MIN. -r:::o;t_~ "·"l::S,CT\ o o -d';\J;(Y\ ou• -u 6<' ....,,a,'c; of:5f3o00 AGGREGATE c:::,Oo Q 0°90 0° a OD 0° 0 0 Ooc:,0°&1 ~o ow=i~ BASE oooO o 'ooo 'O OoooCcf, O'b <;J • • :z I a,:! @) SECTION B SCALE: 1/2"=1'-0" II • 0 ;:, ' • 0 ' ix) 37 EL. 85.7 ...... •· .. . .•· .• • ..•. ' • 38 47 3' .. 3 .. 39 --~-.. =~l :,-,.z·-:: =ID! 1 106 -. . .. . . ·• . . 12" MIN. ilcP. 0 o oo ~o o~ Qc, AGGREGATE O O Qc:, ':'i1o0QbQ0 ~o(_Jb0 §}>~ 00 ~ BASE Od' Oc:,YJ'·ooo ~ 'ci' c,Cc,'J'-'o oO ~--~ :z ~ SECTION SCALE: 1/2"=I'-0" ~ 1~------\·34 0 0 0 0 o<l>o r 1 I I I .. • ID ' ID t ; 2'-6"t (TYP) ----.;--7 -~~~%~~ CONSTRUCTION NOTES 8" PVC SCHEDULE 80 VENT PIPE WITH LONG RADIUS BENDS. PVC VENT STACK AS MANUFACTURED BY ARMOUR-CAST COMPANY MODEL NO. UPSRK-B. VENT STACK SHALL BE BOLTED TO A 24" x 24" x 6" THICK CONCRETE PAD WITH TYPE 316 STAINLESS STEEL BOLTS. 18" FLG BUTTERFLY VALVE PER THE SPECIAL PROVISIONS (CITY WILL PROVIDE THE VALVE AND OPERATOR!. INSTALL PIPE SUPPORT ASSEMBLY PER CITY STD-1122-L. INSTALL B' x 10' PRECAST CONCRETE VAULT WITH H-20 TRAFFIC LOADING QUICKSET MODEL NO. eoo OR APPROVED EQUAL. VAULT SHALL BE INSTALLED ON 12" MINIMUM COMPACTED CRUSHED ROCK. INSTALL 36" DIAMETER CAST IRON LID, FRAME AND GRADE RINGS, MANHOLE LID AND FRAME SHALL BE ALHAMBRA A-149B OR APPROVED EQUAL. CENTER MANHOLE OVER 18" BUTTERFLY VALVE. 30" x 30" STEEL ACCESS DOOR U.S. FOUNDRY MODEL NO. THS WITH H20 TRAFFIC LOADING. ACCESS ODOR SHALL BE ONE PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL AND SHALL BE BOLTED TO THE FRAME, @ 14" GALVANIZED STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS IONE ON EACH SIDE RAIL). STEEL LADDER SHALL BE CENTERED WITHIN THE ACCESS SHAFT. 8 @ @ e @ @) @ 12" DIAMETER SUMP WITH CAST IRON GRATED COVER. ALHAMBRA NO. A-200 OR APPROVED EQUAL. INSTALL "LINK SEAL• INTER-LOCKING RUBBER LINK MECHANICAL GLANDS AS MANUFACTURED BY THUNDER LINE CORPORATION. INSTALL 18" STYLE 31 VICTAULIC COUPLING. INSTALL 18" DIP CLASS 112 (PE x PEI INSTALL 18" DIP CLASS 54 IFLG x GROOVEDI. INSTALL 18" DIP CLASS 54 !GROOVED x PE). CONSTRUCT 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY STD-5111-L. LOCATE VALVE I.II-FEET SOUTH OF SOUTHERLY CURB FACE AND PROTECT EXISTING HANDICAP ACCESS IN PLACE. PROTECT EXISTING 24" TRUNK SEWER IN PLACE. CONTRACTOR SHALL REMOVE AND REPLACE AS NECESSARY IN KIND THE EXISTING CONCRETE MEDIAN AND CURB AND GUTTER TO THE SATISFACTION OF THE CALTRANS INSPECTOR AND THE CITY INSPECTOR PER CITY STD-180-L 8 STD-I83-L. INSTALL 18" FLEXIBLE COUPLING (DIP x DIP) INST ALL IB" DIP CLASS 113 IFLG x PEI OR APPROVED EOUAL. INSTALL STAR TIEANCHOR Ill JOINT RESTAINER FIG NO. 518 AS MANUFACTURED BY STAR NATIONAL PRODUCTS_ CONTRACTOR SHALL INSTALL HARNESS ASSEMBLY OFFSET TO AIRVAC PIPING SO THAT TIE BOLTS DO NOT CONFLICT WITH AIR RELEASE PIPING WHEN REMOVED. @ INSTALL "GRIPSTRUT" CHANNEL ANCHOR WITH ALL STAINLESS STEEL HARDWARE AND "CLIC-SYSTEM" CONDUIT FASTENERS. C-2892 DANIEL BOYLE ENGINEERING, INC. APPROVED DRIVE SEWER MAIN PROJECT HAZEL AND WATER 9-ff71r. CJ~ f?G.Y'I PROJECT ENGINEER RCE NO. 0m,,-a.c, ~ ffe/41 2'1Zlf PROJECT MANAGER RCE NO. DATE UTILITIES DIRECTOR 38799 R.C.E. NO.~~-- DATE _ ___cl_-~=c\_•_9 4-'------ DESIGNED OGA DRAWN DPV 1(,r/-ry 1-----'-----'----------------'---1-----+-------1 DATE REVISIONS CHECKED JWO DATE 12/93 DATE BY DESCRIPTION APP'D VALVE VAULT DETAIL CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-52I9-S S-5I38-S SHEET II OF 13 C:\PROJECTS\N03\102\VALVEVL T.DWG l/13/93 D-344 PLOT 1=24 ' ~ ~ a 0 7, J Ii I i! • < n ~ n u r 'ii 0 " ;;; "~-- " ~ ~ :u z rn );' r rn 0 " 7 -- - s~- u ~ z l u , g ~ n 0 0 • • g u Q • ~ □ < z 0 c_ 7_ TRAFFIC REQUIREMENTS: East Coast Highway: Phase I: Restripe northbound East Coast Highway as shown on Sheet 1. Night work per Caltrans approved working hours. Phase II: Maintain one lane of traffic in each direction. Night work per Caltrans approved working hours. Phase Ill: Maintain one southbound lane and two lanes of northbound traffic. Day time work per Caltrans approved working hours. All private driveways and side streets shall be kept open at all times. For clarifications of the above, the contractor may contact Cal trans District 12 Traffic Operations at {714 )724-2348 and the City of Newport Beach Traffic Engineering Department at (714)644-3331. Any modification or change of alignment of the existing parking or travel lanes shall receive prior approval from the respective Traffic Engineers or their representatives. CONSTRUCTION NOTES: G) Remove existing conflicting strip in gs and raised pavement markers @ Stripe 4" lane line per Cal. Det. 9. CT) Stripe 4" yellow edge line per Cal. @ Stripe 4" solid white line. ® Replace existing striping, markings and raised pavement markers. SIGNS: C13 C18 C30 END CONSTRUCTION CONSTRUCTION AHEAD LANE CLOSED Det. 24. TRAFFIC CON1ROL PLAN GENERAL NOTES: A. It is the responsibility of the contractor performing work on a public street to install and maintain the traffic control devices as shown herein, as well as any such additional traffic control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. B. Flashing warning lights are to warn drivers of approaching constructions and steady burning light are to delineate the change of street alignment; and barricades ore to protect the work areas. All barricades must be equipped with battery-powered warning lights at night time, and delineators with white ·reflective sleeve. C. The contractor shall notify the Caltrans and the City Traffic Engineers or their representatives at least five (5) working days in advance of implementing any construction detour. D. All signs, delineators, barricades, etc., shall conform to the State of California Standard Specifications dated 1992 and California Department of Transportation "Manual of Traffic Control, for Construction and Maintenance Work Zones" (1990 Edition), and the Work Area Traffic Control Handbook (WATCH, 1990 Edition). E. The Caltrans and City Traffic Engineering Departments reserve the right to observe these traffic control plans in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done solely at the contractor's expense. F. Contractor shall install temporary railing (Type K) between any lane carrying public traffic and any obstacle, storage area, or any excavation the near edge of which is five feet or less from the edge of the lane, except when: 1. Excavations are covered with steel or concrete covers of adequate thickness to prevent accidental entry by traffic or the public. G. All traffic control devices shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. H. Work with in the State right-of-way shall conform to Cal trans Standard plans, Standard Specifications dated 1992, Manual of Traffic Controls Dated 1990, and any applicable encroachment permits. I. All signs shall be reflectorized and standard size. J. Contractor shall notify all affected property owners/tenants at least five working days prior to implementing any construction detour. K. Contractor shall notify the Orange County Transit Authority Stops and Zones Division at (714) 638-9000 ext. 4500 at least five working days prior to starting construction. L. For delineation to indicate the new required vehicle path, use pressure sensitive traffic marking tape and/or typical striping paint and/or raised pavement markers to supplement the channelizing devices, delineators, reflectorized signs, and barricades. Tape markings shall clearly represent lane marking. M. All conflicting stripes, pavement markings and legends shall be completely removed by abrasive blast cleaning or other method approved by Caltrans prior to any change in the traffic pattern. N. Contractor shall provided flag men as deemed necessary by Caltrans/City. C2: C13: C18: C19: ROAD CLOSED END CONSTRUCTION ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD C20(R): C30: R11: R16: RIGHT LANE CLOSED AHEAD LANE CLOSED @ ~ R17: ~ W2(R): W6(25): ~ W57(R): I -I W2{L/R) W6{25) W57(L/R) W53 CURVE SIGN (LEFT /RIGHT) IN ORANGE ADVISORY SPEED LIMIT PLATE (25 MPH) SINGLE HEAD ARROW SIGN IN ORANGE NOT A THRU STREET 2. Excavations are less than one foot deep. 3. Excavations are protected by existing barrier or railing. CONTRACTOR SHALL RESTORE EXISTING STRIPING, MARKINGS AND RAISED PAVEMENT MARKERS AT THE END OF PROJECT. R1 R10 R17 STOP ONE WAY SIGN NO LEFT TURN LEGENDS: f EXISTING SIGN t NEW SIGN :j: I TYPE TWO BARRICADE TYPE THREE BARRICADE TRAFFIC CONTROL PLAN EAST COAST HWY. VAULT INSTALLATION ON BETWEEN POPPY AVE. AND PHASE I HAZEL DR. ALL NO STOPPING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO RESTRICTION. ) • DELINEATOR WITH WHITE REFLECTIVE TAPE POl/pp/y IA VE. 1 HR.HPKAG IZEL DR. SIGNALIZED INTERSECTION • CONCRETE BARRIER {TYPE K) STRIPING TO BE REMOVED STRIPING TO REMAIN NEW STRIPING POINSETTIA AVE. I I ~ I 01S I C13 STORES c/c 5 z ~ en :ii -g COVl::R EX. PARKING SIGNS POST NO STOPPING SIGNS O 80' O.C. I ~ 140' SHIFT TAPER @ 20: 1, 1HR. PKG 7AM-6PM. BUS 7' OFFSET 1 . . . I COVER EX. PARKING SIGNS I j POST NO STOPPING SIGNS I f 11 HR. PKG STORES 8AM-6PM-/ I 1• 80' o.c. I I ---5 , /c / COVER EX. PARKING SIGNS / / 1 HR. PKG I I z Exls\;ng Sign I POST NO STOPPING SIGNS wsi BAM-ePM. HAZEL DR. 250, 250, /12• 1s· I ,/cl O 80' O.C. ENTIRE BLOCK ,/c 240' SHIFT TAPER@ 30:1, 8' OFFSET ~ r~L~~'ifu I I I 1 140' en TRAFFIC I I 7 ~ 1HR PKG 7A" 6PM = l HR. PKG 2RS) C18 1HR PKG AM-6PM. r/c ""-• BAM-6PM VACANT ,jc ~ \ f ,/c I I F=====--.,,, '-----"=====l.L--__:::-I >k:'. I ,/c ,/c J STOP R1 dOlS ~ ) ~--·--==='=====i---1 '-.. ,jc ,jc __ j:.{; ./ ? "--.c:::• ===:-::=="--= ------'===g/=c==Ll::..:::=:..l:::::l=='/=c=====:l~JK I c/c ___ ..!l __ _k"><:::_.::,,.1=:-::l==I f-----<--·--- / ::,,r---~K--~Ra~1j}~/=~;:l:~:.:·:_~--~--~-~4·--~,-~-j-~~i)~~· -~--~~---§· ~-~··:-:;-·=··=~-~::-~:=: _______ --~~-··-;;•··-··-;·'] __ -:-J. ~· .(E •• [. ~:::;~-;:~·==··=·~=-=··::· ~=·=--='=··=-=··=-=---c=-=·=···=-~-----o;>L!:.1.'.:: _____ L_~_.l_ -_J -->--f-- •• !~L «: ___ J ~ ' 19' _j_ 12' --L-- ~ ~ \-::. -~====~----------2-if 11' ( 2' / '~so 18 .. WAT/;;. ,~~it';:':;.~~ ~LT-~--5 ~~1i·····-··:----• 30 ~•')-_.-c__ __ RA/SEO MEDIAN ---------~---_-.:..-=-----·.:_---I f--~.--1 f---.--- ,-~-----------__ .21' _____ -~~,~~Ul~R~t)~ c_1_B_ I / ! ' ··~··• t --=/:"WATE~-= -~~----=----=---=---=------=---_ ---L --- ,--b=--2° AIR VAC_,>.----=--k./ a \ ,/c s" SEWER°/'/ pi 1 HR. PK~\: c/c ~ ~ ,/c 1 T 7, T 7 "' / .,---;-------------=------·--------======-'~ d t 1HR. PKG 7AM-6PM. ,/c s0s \ ) ,,ue/R1 C1B STORES PARKING LOT STOP I I I CONlRACTOR SHALL COVER />-1-s·~//-+-1· -hi/ N/B LEFT nJRN SIGNAL HEADS I I/ 11 I I DURING ll!IS PHASE OF WORK. // /1,/c ~1 ~1 ~ I llj 40 20 0 40 80 120 SCALE 1" = 40' 0 f BAM-BPM C13 1HR PKG 7AM-6PM. RESTAURANT Rio(R) VACANT I I CRASH CUSHION PER ARRAY 1li. I' V 7 / -1"_ L EAST COAST HIGHWAY TRAFFIC CONTROL ENGINEERING, 223 E. IMPERIAL HWY. SUITE 135 FULLERTON, CA 92635 (714) 447-6077 INC. DATE BY DESCRIPTION REVISIONS - --7 APPROVED UTILITIES DIRECTOR R.C.E. NO. 38799 DATE l-?.l·'l4 APP'D DESIGNED ORA\\!< D.K. D.C. CHECKED DATE D.K. 1/11/94 I C-2892 HAZEL DRIVE SEWER AND WATER MAIN I PROJECT .. TRAFFIC CONTROL PLAN .. VAULT INSTALLATION' ON EAST COAST HWY. CITY OF NEWPORT BEACH Wa5219-s I s-5138-s UTILITIES DEPARTMENT SHEET 12 OF 13 -D-344 • • , 0 ~-~ D ~ ~ ~ rn n ·' ~ D z , __ I I " ~ 7 I Q 0 D n m . 0 □ D ~ 0 0 ~ ~ ~ □ ~ m ~ < z 0 ,~ C 7 C ► ~ ' C ' " " '· ► ,; D z m n > r 11 0 ~ L ► -N t C18 ORCHID AVE. I ,/c i TRAFFIC CONTROL PLAN ON EAST COAST HWY. HAZEL DR. SEWER AND WATER MAIN PROJECT PHASE II EAST COAST HIGHWAY POINSETTIA AVE. GAS STATION STORES !HR. PKG 7AM-6PM. W54 slo1s C13 r/c l STORES I • POST NO STOPPING SIGNS O BO' 0.C. • 1HR. PKG 7AM-6PM. zoo' BUS STOP POPPY AVE. C19 I I I y-1 I ,Jc I 12' 1 B' R41 ,/c ... 4---"---f' HAZEL DR. 1 HR. PKG / I 100' 8AM-6PM. I 1 HR. PKG ,,. BAM-6PM. STORES W53 POST NO STOPPING r/c ( SIGNS O 80' O.C. R1 dOlS ~ r/c r C 330' NORTHBOUND TRANSITION 245' MERGE TAPER @ 22.3: 1, 11' OFFSET 84' SHIFT TAPER @ 12: 1, 7' OFFSET POST NO STOPPING SIGNS O 80' 0. C. VACANT HAZEL DR. CLOSED TO THRU TRAFFIC 1 HR. PKG 250' 250' ==l.,-'__ _ __::-,,Jc:-='/=c==IL'-2,.1='/ic ___ ~ __ ____:f; __ ~~ r/c r/c r c ""-'=--= __ _____J=-._ ___ ____c====-==-=-=:i---~ ,/c 1HR PKG 7AM-rcM- ----=-'-== ==='~_R_P_KG 7AM-~~-c _b:;J___~c ____ JSJ_=r=/c=---BA_M-BP~ C20(L) l C1B l -"! . -q "! -• • "' )> " I z-~- 18' ➔ -"! )> )> r " ' T L ✓ 7 .l -1 L .l .J0L .J o. z ..... ~ 80' OPENING ➔ X ~ m -00 ➔ L .l -1 L .l --1 L--E----"' .._--E------_------j ---=~Ji===~~==~7~ W56gt>[ -• .-• -R17=1:-. -. • • • • • • • 12L -It • • =l:R1'r-• L .l .JL .l -1 ~ • •-.- ----------------- L .l .J 19' -E---- _· ___ ·__ • • • • _____.__ 11' --E---- RAISED MEO/AN ~----.:iJ' ----,_t:=- _____ -----z::::::--------.~-------j , T 7 1 T 712'➔ "t ➔12• 12' ➔ 2" AIR VA 6" AlER ~::c_ 2 -~_L)-, ~--+---ST-O-+P-R1---f-~-------'-H_R._P_KG-7A-M--6-PM_. ________ = __ ,/_c ------1 1 ""'\ r r 245' MERGE TAPER @ 22.3: 1, 11' OFFSET I / 250' I POST NO STOPPING SIGNS O BO' o.c. EN11RE BLOCK I ---- r/c BUS STOP .,,---------------=::,-----------c::=--=;=-=-~-=-:;::-=:r-'-~ ,/c f 1HR. PKG 7AM-6PM. BUS STOP t,' STOP 84' SHIFT TAPER 330' SOUTHBOUND TRANSITION • I I @ 12: 1, 7' OFFSET 1----.-li--h- ----=-;c_T><J ______ t---------~- C1J 1HR PKG 7AM-6PM. VACANT 15' R41 r /c a· SEWER I pi 1 HR. PKG p 8AM-6PM REST AU RANT I RlO(R)>-l •-------2_0_0' __________ __,_ I 250' -f- C18 I STORES I POST NO STOPPING SIGNS O 80' o.c. EN11RE BLOCK STORES PARKING LOT I I r/c I / POST No STOPaNo SIGNS • .,. o.o ORCHID AVE. I TRAFFIC CONTROL PLAN ON EAST COAST HWY. HAZEL DR. SEWER AND WATER MAIN PROJECT PHASE Ill EAST COAST HIGHWAY POINSETTIA AVE. CONlRACTOR SHALL COVER STORES ANY SIGNAL INDICATIONS GAS STATION STORES 200' WHEN MOVEMENTS ARE PROHIBITED. I sho1s 1HR. PKG 7AM-6PM. W54 sko1s '---f'=r=/c=i=...=.1=:-=r/=c=k:::-.::::oJ='/~c---~--____}j,_c __ ~c=r/=c=j=>--/ BUS STOP L .l _J L .l _J" L ,. x _J 0. . 0 t;; -" --~--z 0 x a, CONlRACTOR SHALL COVER ANY SIGNAL INDICATIONS WHEN MOVEMENTS ARE PROHIBITED. 40 20 0 40 80 120 POPPY AVE. HAZEL DR. SCALE 1" = 40' C19 I l I ---r-7 T ... I l 1 HR. PKG/ I 8AM-6PM. r/cl/ / 1 HR. PKG ,,. BAM-6PM. STORES W53 12' 18" r/c c/c ( R1 dOl.S ~ r/c lHR PKG 7AM-rcM-c/c r/c r C ----=-r:::::::::,/ '--- L .l _J L _J -E----"' HAZEL DR. CLOSED TO 1HRU TRAFFIC 1 HR. PKG ======--=1HRPKG7AM-6P~±~==r/=c===~[?<J1~ 8AM-6 1__-'L..._~~=~ L .l _J L .l .J -E----L .l .J 250' VACANT -, 18" WAlER 1---r0· I -E---- .:il-q •:i: R17 ~-----i~c=2=o("'L),---- --------RAISED MEDIAN ------------.:il- -rn "' " z-- /: ' T 7 STOP R1 1HR. PKG 7AM-6PM. lRAFFIC REQUIREMENTS: East Coast Highway: Phase II: Maintain one lane of traffic in each direction. Night work per Caltrans approved working hours. Phase Ill: Maintain one southbound lane and two lanes of northbound traffic. Day time work per Caltrons approved working hours. All private driveways shall be kept open at all times. For clarifications of the above, the contractor may contact Caltrans District 12 Traffic Operations at (714)724-2348 and the City of Newport Beach Traffic Engineering Department at (714)644-3331. Any modification or change of alignment of the existing parking or travel lanes shall receive prior approval from the respective Traffic Engineers or their representatives. / ➔ ➔ = c/c SIGNS: C2 C3A C13 C18 C19 C20(L/R) C30 W53 W57 R1 R10 R11 R16 R17 R41 ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC END CONSTRUCTION CONSTRUCTION AHEAD ROAD CLOSED AHEAD LEFT /RIGHT LANE CLOSED AHEAD LANE CLOSED NOT A THRU STREET SINGLE HEAD ARROW IN ORANGE STOP ONE WAY SIGN DO NOT ENTER NO RIGHT TURN NO LEFT TURN RIGHT TURN ONLY _J **~ ---C2 C2 / CLOSE POPPY AV£.. PER WATCH MANUAL ALLEY ·cLOSING OF LOCAL STREET" SEAVIEW AVE. i I -It -It / CJA ClA/ I I I 1-C19 / ON PAGE 41 & 42. TRAFFIC CONTROL ENGINEERING, 223 E. IMPERIAL HWY. SUITE 135 FULLERTON, CA 92635 (714) 447-6077 INC. DATE BY ----- ALL NO STOPPING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO RESTRICTION. LEGENDS: I :j: I EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ®' SIGNALIZED INTERSECTION ➔: DIRECTION OF TRAVEL APPROVED UTILITIES DIRECTOR R.C.E. NO. 38799 -• DESCRIPTION APP'D DESIGNED DRAWN D.K. D.C. CHECKED DATE REVISIONS D.K. 1/11/94 C-2892 HAZEL DRIVE SEWER AND WATER MAIN PROJECT TRAFFIC CONTROL • PLAN ON EAST COAST HWY. • CITY QF NEWPORT. BEACH UTILITIES DEPARTMENT W-5219-S ,S-5138-S -. ! SHEET 13 OF 13 ' 0-344 \\ \ < --~ D C 0 'fi .2 s; ~ I I I I I I cc n I'-~ 0 ~ / •~- ' u a ~ ~ r ~ C ~ L •~-