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HomeMy WebLinkAboutW_5240_SUTILITIES DEPARTMENT PREPARED BY: ' ' REACH # 3 C-3004-L UTI I ES DIRECTOR R.C.E. 38799 ., STEVEN D. TEDESCO R.C.E. CO39261 ASL ~~~§~~~!:J~sEngineers "i nese Record Drawffngs have bee111 prnpg1red balied o~~ mtorrna t ,'.l:, submitted in part by Olhel'$. Willie !hit il!b'mat!01'1 is l><lioce~ !{(] bo reliable, ASL Consulting Engineers Is notmS1PDnsiille fur ;~ accuracy, mr for e1rors or omissions Whic:h ~llawl!N11i~ii1!«! into lhese plans as III result. DATE: [: J ,------j W-5240-S ~ r-------1;3- SHEET 1 OF 25 ,.._ ____________________________________________________________________ .........._ __ ___.:i: A z ~ z ::, nus " 0 ~ Q t;; ~ ~ t;; " t;; • >- ~ GARFIELD -z AV ,:; ~ ~ 0 2 il, 11 ~ " ~ ~ ~ 2 m YORKTO'lffl cJ ~ z z l'; ~ ....... , A,t. <D AD.-.NS ., ~ t;; ~ ~ ~ <> ~ ~ is Q CITY OF ~ z ::, " ~ I: ,:; -INDICATES AREA SHO\IN ON LOCATION MAP m COSTA ~ MESA • \~TH SYMBOL LEGEND • 0 "l:j D POWER POLE MANHOLE FIRE HYDRANT METER BOX -------@----VAL VE POWER POLE ANCHOR D MONUMENT -x-x-x-FENCE 0 ao ..£LL. ~ ...u..c ..uL. I . • - _ I L c..: ~ .:..._ .:..J V. ;::I 0/..::., a~ Li BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION CONSTRUCTION LINE - - ---PROPERTY LINE - • -~ - • -CENTERLINE ----S-··-SEWER LINE ------W-WATER LINE - --G - - -GAS LINE --E --POWER LINE -TEL -TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM STREET LIGHT ~ "' ST AIR & VACUUM RELEASE VAL VE (IN PROFILE) • AIR &: VACUUM RELEASE VAL 'IE (IN PLAN) BLOW-OFF ASSEMBLY (IN PROFILE) BLOW-OFF ASSEMBLY (IN PLAN) CORROSION TEST STATION ANODE "' VICINITY MAP NOT TO SCALE CITY OF IRVINE UC.I ABBREVIATIONS ABD ABANDONED MIN. MINIMUM AB AGG[RA T[ BASE M.J. MECHANICAL JOINT ACP ASBESTOS CEMENT PIPE O.C.F.C.D. ORANGE COUNTY FLOOO CONTROL ASB. ASBESTOS DISTRICT AC ASPHALT CONCRETE O.C. ON CENTER A/V AIR & VACUUM RELEASE O.D. OUTSIDE DIAMETER VAL 'IE ASSEMBLY P.C.C. PORTLAND C[M[NT CONCRETE OR B.C. BEGIN CURVE POINT OF COMPOUND CURVA TUR[ ii_B CATCH BASIN P.E. PLAIN END CENTERLINE PROP. PROPOSED CLR. CLEARANCE PVC POLYVINYL CHLORIDE CSG CASING RCP REINFORCED CONCRETE PIPE CTS CORROSION TEST STATION R.J. RESTRAINED JOINT DIP DUCTILE IRON PIPE s SEWER E ELECTRIC S.C.E. SOUTHERN CALIFORNIA EDISON E.C. END CURVE S.D. STORM DRAIN E.CR [ND CURB RETURN_ S.F.M. SEWER FORCE MAIN ELEV. ELEVATION ss STAINLESS STEEL STA . WATER LINE STATION EXIST. EXISTING ST. LT. STREET LIGHT FH FIRE HYDRANT ST. STA. STREET STATION FLG FLANGED SW SEA WATER G GAS T TELEPHONE G.B. GRADE BREAK TV CABLE TELEVISION INV INVERT ELEVATION V.C.P. VITRIFIED CLAY PIPE IRR IRRIGATION w WATER EMERGENCY TELEPHONE NUMBERS A~E~~y SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY GTE CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY PARAGON CABLE ORANG[ COUNTY WATER DISTRICT UNDERGROUND SERVICE ALERT DAYTIME (714) 634-3028 (714) 895-5200 (714) 375-6701 (714) 644-3011 (714) 962-2411 (714l 898-3aoo (714 378-3200 (BOO) 422-4133 NIGHTTIME (714) 634-3129 ( 800) 325-04 77 611 (714) 644-3717 (714) 962-2411 (714) 898-3800 (714 378-3200 (800) 422-4133 SI.Am AV TALBERT " J w z z z <C 0 0 :i: I-EWS " 0 u 0 • >-z ! a "" I-w ~ § m z , J I;; <( GARFIELD AV >-::, I;; ! LL ~ 0 lg ;it 0 i ; CITY OF is I COSTA I- (_) i2 MESA " . ' PROJECT ~-' LOCATION ·,-. LOCATION MAP NOT 10 SCALE SHEET INDEX CONSTRUCTION NOTES ~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DESCRIPTION TITLE SHEET GENERAL NOTES, VICINITY MAP, LOCATION MAP PLAN AND PROFILE STA. 397+14± TO STA 404+0000 PLAN AND PROFILE STA 404+00.00 TO STA. 414+00.00 PLAN AND PROFILE STA. 414+00.00 TO STA. 424+00.00 PLAN AND PROFILE STA. 424+00.00 TO STA 434+00.00 PLAN AND PROFILE STA. 434+00.00 TO STA. 444+00.00 PLAN AND PROFILE STA. 444+00.00 TO STA 454+00.00 PLAN AND PROFILE STA. 454+00.00 TO STA 463+00.00 PLAN AND PROFILE STA. 463+00.00 TO STA 473+00.00 PLAN AND PROFILE STA. 473+00.00 TO STA 483+00.00 PLAN AND PROFILE STA. 483+00.00 TO SLATER AVENUE 30-INCH VALVE & VALVE VAULT DETAIL 24-INCH VALVE & VALVE VAULT DETAIL VAULT AND MISC. DETAILS TYPICAL SECTIONS AND MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS TRAFFIC CONTROL PLAN SLATER A'IE. & OAK ST. TRAFFIC CONTROL PLAN SLATER A'IE. & OAK ST. TRAFFIC CONTROL PLAN SLATER AVE. & OAK ST. TRAFFIC CONTROL PLAN SLATER A'IE. & OAK ST. TRAFFIC CONTROL PLAN SLATER A'IE. & OAK ST. TRAFFIC CONTROL PLAN SLATER A 'IE. & OAK ST. CONSTRUCTION NOTES 0 JOIN EXISTING 30" ACP SEAWATER LINE. REMOVE EXISTING PIPE AND JOIN WITH TRANSITION COUPLING (LONG BODY SLEEVE). LOCATION OF JOIN WILL BE DETERMINED BY THE ACTUAL LOCATION OF THE NEAREST AC. COLLAR. 0 REMOVE INTERFERING PORTION OF EXISTING 30" ACP SEAWATER LINE. NO FIELD CUTTING OF EXISTING A.C.P. WILL BE ALLOWED. PLUG REMAINING END WITH AN 8-INCH WALL OF BRICK AND MORTAR. (ABOUT 143± FEET) 0 INSTALL 30-INCH VALVE AND VALVE VAULT PER SHEET 13 0 INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT B~ACH STD. DWG. NO. STD-106-l. ® INSTALL 36" 45• BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL ffi \07 © INSTALL 36" 22-1/2" BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL ffi '1V 0 INSTALL 36"' 11-1/4• BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL ffi '1V ® INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L, ALTERNATIVE ORIENTATION ® INSTALL ACCESS BLOW-OFF ASSEMBLY AND MANHOLE PER DETAIL® @ BORE AND JACK 54-INCH STEEL CASING, 1/2" (MIN.) PLATE, WITH ffi 36-INCH DUCTILE IRON CARRIER PIPE (CITY SUPPLIED) PER DETAIL~ @ INSTALL 3€!' D.I. LONG PATTERN MECHANICAL JOINT SOLID SLEEVE e INSTALL 36" x 36" D.I. TEE (FE x FE) (CITY SUPPLIED) AND @ INSTALL 36" x 24" D.I. CONCENTRIC REDUCER (FE x FE) (CITY SUPPLIED) THRUST BLOCK PER DETAIL ffi @ ~ ~ @ CONSTRUCT TRENCH PAVEMENT REPLACEMENT PER DETAIL@ @ @ INSTALL 24-INCH D.I. MECHANICAL JOINT CAP (CITY SUPPLIED) @ @ INSTALL 24-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD.-106-l. TRENCH RESURFACING PER DETAILffi l::.:W @ INSTALL 24-INCH VALVE AND VALVE VAULT PER SHEET 14. @) POTHOLE UTILITY PER PROJECT SPECIFICATIONS. @ REMOVE AND REPLACE EXIST. CHAINLINK FENCE AND GA TE PER COUNTY OF ORANGE FLOOD CONTRO~ISTRICT REQUIREMENTS ,I":;';\ INSTALL GUARD POST PER DETAIL 3 ~ 17 @ 30" D.I.P. CLASS 54 (P.E. X P.E) (7-FOOT LONG) @ 30" D.I.P. CLASS 54 (FLG X P.E.) (3-FOOT LONG) @ 30" D.1.P. CLASS 54 (FLG X SHOULDERED END) (1 FOOT-6 INCHES LONG) ® 30" D.1.P. CLASS 54 (P.E. X SHOULDERED END) (5-FOOT LONG) @ ® @ @ @ @ ® @ I @ @ @ 1 O' X 12' PRE CAST CONCRETE VAULT WITI--1 SERIES 1012BT-7.5 OR APPROVED EQUAL. WATERPROOFED PER PROJECT SPECS. "H-20" LOADING. QUIKSET VAULT EXTERIOR SHALL BE 30" X 36" NECKING WITH ACCESS COVER. COVER TO BE ONE-PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE, STAINLESS STEEL DESIGNED TO CARRY H-20 TRAFFIC LOADING. U.S. FOUNDRY & MFG. CORP. MODEL THS OR APPROVED EQUAL. NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 42" DIA. NECKING WITH MANHOLE FRAME & COVER, ALHAMBRA FOUNDRY CO., NO. A-1513 OR APPROVED EQUAL. CENTER MANHOLE OVER 30" VALVE. NECKING EXTERIOR SHALL WATERPROOFED PER PROJECT SPECS. 30" VICTAULIC COUPLING, STYLE 44 FOR SHOULDERED-END D.I.P. OR APPROVED EQUAL. 30" BUTTERFLY VALVE, M & H VALVE CO. STYLE 1450 WITH LIMITORQUE OPERATOR MODEL WTR-72 OR APPROVED EQUAL. STAR TIEANCHOR Ill JOINT RESTRAINER, FIG NO. S18 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL (10 PAIRS REQ'D WITH 3/4" STAINLESS STAR TIERODS AND TIENUTS). 30" FLEXIBLE COUPLING (D.1.P. X D.1.P.) 12" DIA. SUMP WITH CAST IRON GRATE & FRAME, ALHAMBRA FOUNDRY CO., NO. A-2020 OR APPROVED EQUAL. SEAL PIPE TO WALL JOINTS USING INTER-LOCKING RUBBER LINK MECHANICAL GLANDS -"LINK SEAL" MANUFACTURED BY THUNDERLINE CORP. OR APPROVED EQUAL. WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD. DWG. NO. STD-530-L. 8" PVC, SCH. 80, VENT PIPING WITH LONG RADIUS BENDS. PVC VENT STACKS PER DETAIL @ PIPE SUPPORT PER DETAIL@ 36" X 30" ECCENTRIC D.I. REDUCER (M.J. X M.J.) LIFTING HOOK (1 TON CAPACITY). CRUSHED ROCK BASE MATERIAL INSTALL 2 EA. NO. 1/0 AWG HMWPE BOND WIRES. ATTACH WITH CLICK SYSTEM AND STAINLESS STEEL ANCHOR BOLTS. ffi ALUMINO-THERMIC WELD, TYP. 4 PLACES, SEE DETAIL Q]) INSTALL 24" D.I. M.J. x F.E. ADAPTER (CITY SUPPLIED) INSTALL 36" D.I. M.J. x F.E. ADAPTER (CITY SUPPLIED) 36" x 2 1/2" IPT STAINLESS STEEL SERVICE CLAMP (FORD FC202-IP8 OR APPROVED EQUAL). 2 1/2" x 2" NYLON BUSHING (M.I.P. OUTLET x F.I.P. INLET) 2" BALL CORP. STOP WITH TEE HEAD (INLET AND OUTLET M.I.P.) JONES J-1955 OR EQUAL. 2" FEMALE I.P. x 2 1/2" MALE FIRE HOSE BRASS ADAPTER 2 1/2" BRONZE HOSE CAP AND CHAIN. 24" DIA. NON-ROCKING MANHOLE FRAME & COVER CO. NO. A-1499 OR EQUAL 24" D.I.P. CLASS 54 (P.E. X PE.) (7-FOOT LONG) 24" D.1.P. CLASS 54 (FLG X P.E.) (3-FOOT LONG) ALHAMBRA FOUNDRY 24" D.1.P. CLASS 54 (FLG X SHOULDERED END) (1 FOOT-6 INCHES LONG) 24" D.I.P. CLASS 54 (P.E. X SHOULDERED END) (5-FOOT LONG) NOT USED 8' X 10' PRECAST CONCRETE VAULT WITH "H-20" LOADING. QUIKSET SERIES 550BT-7.5 OR APPROVED EQUAL. VAULT EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 30" X 24" NECKING WITH ACCESS COVER. COVER TO BE ONE-PIECE, HINGED, SPRING ASSISTED, DIAMOND PLATE, STAINLESS STEEL DESIGNED TO CARRY H-20 TRAFFIC LOADING. U.S. FOUNDRY & MFG. CORP. MODEL THS OR APPROVED EQUAL. NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 36" DIA. NECKING WITH MANHOLE FRAME & COVER ALHAMBRA FOUNDRY CO., NO. A-1498 OR APPROVED EQUAL CENTER MANHOLE OVER 24" VALVE NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 24" VICTAULIC COUPLING, STYLE 44 FOR SHOULDERED-END D.I.P. OR APPROVED EQUAL. 24" BUTTERFLY VALVE, M & H VALVE CO. STYLE 4500 WlTH LIMITORQUE OPERATOR MODEL WTR-36 OR APPROVED EQUAL. 24" x 2 1/2" IPT SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS AND NYLON COATED MALLEABLE IRON BODY. 2 1/2" x 2" NYLON BUSHING (M.1.P. OUTLET x F.I.P. INLET). 2" CORP. STOP (IPT INLET AND OUTLET). 24" FLEXIBLE COUPLING (D.I.P. X D.I.P.) NOT USED INSTALL DUAL SINGLE ANODE TEST STATION PER DETAIL@ INSTALL DUAL CLUSTERED ANODE TEST STAffi PER DETAIL @ INSTALL CASING TEST STATION PER DETAIL~ INSTALL 2 WIRE TEST STATION PER DETAIL @ PROTECT IN PLACE EXIST. POWER POLES REMOVE & REPLACE EXIST. CONC. DRAINAGE SWALE PROTECT IN PLACE EXIST. BLOCK WALL PROTECT IN PLACE. ALSO MAINTAIN HORIZONTAL AND VERTICAL CLEARANCES CALLED FOR IN SPECIFICATIONS. ffi CONSTRUCT MANUAL AIR RELEASE PER DETAIL \J:§7 BORE AND JACK 54-INCH STEEL CASING, 3/4" (MIN.) PLATE, WITH 36-INCH DUCTILE IRON CARRIER PIPE (CITY SUPPLIED) PER DETAIL ffi @ REMOVE & REPLACE EXIST. 6" CONCRETE SIDEWALK PER CITY OF FOUNTAIN VALLEY REQUIREMENTS REMOVE & REPLACE EXIST. CONCRETE DRIVEWAY AND CURB AND GENERAL NOTES 1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS. DESIGN CRITERIA, STANDARD DRAWINGS AND lHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1994 EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. 2. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. 3 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. TH[ CONTRACTOR SHALL BE RESPONSIBLE 4. 5. 6. FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD OF ALL UTILITIES WHICH ARE CALLED TO BE POTHOLED ON THE PLANS PRIOR TO BEGINNING OF CONSTRUCTION. UTILITIES POTHOLED DURING DESIGN ARE IDENTIFIED ON THE PLANS BY HAVING APPROXIMATE ELEVATIONS SHOWN ON THE PROFILE. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES, INCLUDING THOSE PRIVIOUSL Y POTHOLED. AT LEAST 500 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN (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 (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6. ABOVE FROM CAL-OSHA. 8. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND THESE SPECIFICATIONS. 9. DUCTILE IRON PIPE (CITY SUPPLIED) SHALL BE CLASS 52. AS A MINIMUM. AND SHALL HAVE BONDED JOINTS, CATHODIC PROTECTION AND POLYETHYLENE ENCASEMENT PER SECTION 207-9.2 6 OF THE CITYS STANDARD SPECIAL PROVISIONS. ALL FITTINGS, FLANGES, VALVES, COUPLINGS, AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF P.E. 10. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD WITH THE DETAIL SHOWN ON THE PLANS. 11. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISH SURFACE. 12 ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 13. THE CONTRACTOR SHALL NOTIFY THE CITY OF HUNTINGTON BEACH AND/OR THE CITY OF FOUNTAIN VALLEY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS WITHIN THEIR JURISDICTIONAL AREA. 14. THE CITY OF FOUNTAIN VALLEY FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 15. 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. 16. FLEX AND TRANSITION COUPLINGS USED TO JO!N PIPE IN WATER MAIN CONSTRUCITION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 17. 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 IORN WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 18. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 19. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 20. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOILS REPORT Tl TLED "REPORT OF GEOTECHNICAL EXPLORATION, NEWPORT BEACH GROUNDWATER DEVELOPMENT PROJECT, 36-INCH WATER TRANSMISSION MAIN -REACH NO. 3••, PREPARED BY CONVERSE CONSULTANTS ORANGE COUNTY, DATED MARCH 14, 1995. 21. ALL PIPE JOINTS. FLANGES. VALVES AND COUPLINGS EXCEPT THOSE SPECIFICALLY IDENTIFIED AS INSULATING JOINTS SHALL BE BONDED PER DETAIL 3 SHEET 19. 22. THE CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITIES OF HUNTINGTON BEACH, FOUNTAIN VALLEY. AND THE COUNTY OF ORANGE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RESPECTIVE CITIES. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. 23. THE CONTRACTOR SHALL NOTIFY THE CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT AT 536-5431 AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN THE CITY OF HUNTINGTON BEACH RIGHT-OF -WAY. INSPECTION HOURS ARE BETWEEN 7:00 A.M. AND 4:00 P.M. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. THE CITY OF HUNTINGTON BEACH INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER/SIDEWALK SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY WITH EXISTING CONDITIONS. 24. THE CONTRACTOR SHALL NOTIFY THE CITY OF FOUNTAIN VALLEY PUBLIC WORKS DEPARTMENT AT 963-8321 AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK WITHIN THE CITY OF FOUNTAIN VALLEY RIGHT-OF -WAY. INSPECTION HOURS ARE BETWEEN 7:00 A.M. AND 4;00 P.M. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. THE CITY OF FOUNTAIN VALLEY INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER/SIDEWALK SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY WITH EXISTING CONDITIONS. 25. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. 26. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 27. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 28. CONSTRUCTION WORK HOURS SHALL BE 8: 00 A.M. TO 5: 00 P.M. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. 29. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 30. TH[ CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO STREET STRIPING, LANDSCAPING AND SIGNS. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM. 31. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 32. ALL P.C.C. AND AC. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 33. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 34. ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO WORK (CITY SUPPLIED) IF REQUIRED @ CONSTRUCT REINFORCED CONCRETE SLAB PER DETAIL@ 30" X 2 1 /2" IPT SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS AND NYLON COATED MALLEABLE IRON BODY. 2 1/2" X 2" NYLON BUSHING (M.I.P. OUTLET X F.I.P. INLET). 2" CORP. STOP, (IPT INLET AND OUTLET)_ 35. AT THE END OF EACH WORKING DAY AND AT TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. GUTTER PER THE c1TY oF FouNTAl~fill;{)RbEMA~iGs . 36 ,~ Record li)rawlffl85 lleve 11)ee~ p,~p,mid ba>etl !lfl ln!om,a\»>" • AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO HE CAN OPEN UP ALL TRAVEL LANES TO TRAFFIC. EXCEPT FOR THOSE @ INSTALL 24" 22-1/2" BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL ffi '1V NOT USED 24" INSULATING FLANGE KIT, SEE DETAIL :wbmltted !111part byotllers. While I~ i~formalill>n !$ C..!i~v•~ !c !:,,, Nllilble, AS!. Consul!lng Engoneers !5 not responsible 8.,.-,'.<$ ~cc ar<c,. ll!O!' for errors or omisi;ions whlclb may have been inc<11P\lfa!oo •ft''" then plans as a result. LANES AFFECTED BY PROPOSED 24" VALVE VAULTS ON SLATER AVENUE STEEL PLATES SHALL BE TACKED DOWN OR SPll<ED AND TEMPORARY AC. PLACED AS REQUIRED BY THE REGULATORY AGENCY. "K" RAILS AND/OR TEMPORARY CHAINLINK FENCIMG WILL BE REQUIRED AROUND ALL BORE AND RECEIVING PITS. C-3004-L li"iu::nd:;:e::rg=ro=u=n:;d -;:S;:e=rv::;:ic=e-A;;l::er~t---r.:B::A;::s1;;:s~o;::-;F;::--;;B:;:;-EA:-;R;:;-;1::-;NG;:;-:s::;-:--.--;:B:::-:EN::7.c;:::H::M:-:A-:::R::::K-: -----------~---=.~~:::,.__----r-A_S_L--C--------------=□::--:-:AR::-:c:-:-AD:-:-1-:--A ---.--,--r--------~-TAl'l''Rmll"-------,--;::;R:;=E.-A;:;;CH;-;-#,,---:;3.----3~6~1;.;N;;:;C:;l;H-W;-.;-.A:;:;TE=;:R:;---i ~ •• Call: TOLL FREE THE CENTERLINE. OF SLATER AVENUE ~TR~HE~ ~~~T~~:~~::~N~~:T~~ l~E~Eti~~Tio~F 0+H~Ac~~~~t OF o. ' onsulting Engineers ■ IRVINE TRANSMISSION MAIN ~ UTI~C~RtCNts799 FROM OCS GPS PT# 5085 TO ~ ocs GPS PT# 5086 AS BEING THE TRAFFIC MEDIAN OF TH[ STREET, 81.5 FEET NORTH OF THE ./. ...J-'7 0 PALM SPRINGS GENERAL NOTES, VICINITY MAP, ~ 1-800 s 89•31'57 .. E PER ORANGE COUNTY CENTERLINE OF THE AVENUE, SET IN THE TOP OF THE NORTHWEST /1,{c: / t-,1_..,------z 4 ? .. 2-4133 GRID SYSTEM CORNER OF A 6.5 BY 8.5 CONCRETE CATCH BASIN, 1 FOOT 1 STE~N o. TE6Esco RCE C039261 EXP 12-31-97 □ CAMARILLO £ 7-/8--% LH. OCEMA COMMENTS LOCATION MAP "' HIGHER THAN THE GUTTER_ -31-97 1-----+---+--------------+---+----~------f-------------.....---------1 ° v1\. ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY CITY OF NEWPORT BEACH W-5240-8 ~ Two WOR-KING DAYS BEFORE YOU DIG ORANGE COUNTY SURVEYORS BENCHMARK 1G12669 ELEV. = 22.274' IRVINE, CALIFORNIA 92718 □ SAN DIEGO 1---------10 L~:....:.'..::'.'..:~::::..,:;:,::,:.::.~~~~'.'.:_:'.'..::_L _____________ _j _________________________ _.J_ __ ..!,_ _ _:::::::::::;:::: ___ _.J_...272.:14!.:-:.:7~2~7::-:,17:g0~9~9 ____________________ .=_:_ _ __:__:___: ____ j_ ________ _'.RE~Vl~S1:::0N:;s:_ ________ L=:=.....:=._L=....::..:.:..__L __ _..:u::_:T:;IL:.,:1T'.'.:1rs:...'..'.o:'.rP:_:A:R:™:.:E:_NT:.__ __ _JL..:s:H:'.EE:,:T..!2:,,:::0F'..:2~5~Jz ' DATE s-lc. /'l"s APP'D DESIGNED SEC DRA'M>I ECJ CHECKED 1lE DATE 4/95 STORM DRAIN GE::NERAL NOTES 1. ALL CONCRETE IN REINFORCED CONCRETE SRIJCTURES IAUST BE .3250 POUNDS PER SQUARE INCH IN 28 DAYS; TYPE OF PORTLANL· CEMENT Ci1'JCRETE TO BE ['IETERMINED BY OCEMA MATERIALS LAB. 2. ALL PIPE LENGTHS ARE '"0RIZONTAL PROJECTIONS, UNLESS OTHERWISE SHOWN. 3. FOR TRENCH EXCAVATIONS IN NATIVE SOIL, SHORING SHALL BE PROVIDr:D TO SATISFY STATE OF CALIFORNIA SAFETY REQUIREMENTS. 4. PIPE CONSTRUCTION IN FILL AREA MUST BE COORDINATED WITH THE GRADING TO INSURE THAT WHEN THE FILL OPERATION HAS BEEN COMPLETED AT GRADE THERE IS A MINIMUM OF 2 FEET OF FILL ABOVE THE TOP OF PIPE. 5. ALL WORK MUST BE IN CONFORMANCE WITH THE CURRENT ORANGE COUNTY E.M.A. STANDARD SPECIFICATIONS AND MUST BE KEPT ON THE JOB SITE AT AU. TIMES. 6. THE CONTRACTOR MUST NOTIFY THE OCEMA INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION BY TELEPHONING 51'-7-7800, OR BY WRITING THE ORANGE COUNTY E.M.A., ATTN: CONSTRUCTION, P.O. BOX 4fl6, SANTA ANA, CA 92702. 7. ALL FILLS MUST BE COMPACTED TO 90% RELATIVE COMPACTl0"! AS DETERMINED BY THE CALIFORNIA TEST METHOD NO. 216, 1978 "FIVE LAvfR METHOD'. ALL BACKFILL MUST BE FREE OF VEGETABLE MATTER. 8. ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIGNMEi\,-MUST BE PROVIDED BY THE CONTRACTOR OR DEVELOPER AND SUFFICIENT REFERENCE STAKING MUST BE IN ACCORDANCE WITH THE REQUEST OF THE OCEMA INSPECTOR. 9. ALL REINFORCED CONCRETE PIPE MUST BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL PER OCEMA STANDARD PLAN 1319. 10. CONTRACTOR WILL NOTIFY O.C.E.M.A. MATERIALS LAB (PHONE /1567-7805) 48 HOURS PRIOR TO D-LOAD TESTING OF R.C.P. FOR VEfllFICATION OF RESULTS. 11. l'RIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS, THE DEVfl.OPER'S SOIL ENGINEERING SHALL CERTIFY IN WRITING TO THE E.M.A. INSPECTOR THAT THE STORM DRAIN'S SUBGRADE IS OF ADEQUATE STRENGTH TO SUPPORT THE STRUCTURfS AND ANY ANTICIPATED LOADS. 12. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE DEV[LOPER'S CONTRACTOR SHALL OBTAIN A PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY. A COPY OF PERMIT SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 1.3. WHENEVER APPLICABLE, THE DEVELOPER SHALi. OBTAIN A PERMIT FFOM THE STATE DEPARTMENT OF FISH AND GAME IN ACCORDArJCE WITH SECTION 160' OF THE CALIFORNIA FISH AND GAME CODE PRIOR TO ,;OMMENCEMENT OF CO~ISTRUCTION. 14. ALL STEEL THAT IS TO BE CONTINUOUS SHA'.L BE LAPPED A MINIMU'I OF 45 BAR DIAMETERS. 15. ALL MATERIALS TESTING FOR THE DRAINAGE FACII 'TIES SHALL BE PROVIDED BY THE DEVELOPER OR Cf\'ITRACTOR IN ACCORDANC.E 1\/ITH THE NUMBER, LOCATION. AND FREQUENCY RE'QUESTED BY THE OCEMA INSPECTOR. 16. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/"-" MIN. 17. A PERMIT FOR WORK WI THIN EXISTING STREET RIGHT OF WAY IS REQUIRED •ROM THE OCEMA FOR ANY ENCROACHMENT NECESSARY FOR CONSTRUCTION IN PUBLIC RIGHT OF WAY. 18. LENGTH OF MANHOLE STRUCTURES MAY RE INCREASED TO MEET PIPE ENDS A' OPTION OF CONTRACTOR AS LONG AS REINFORCING STEEL IS CONTINUED AS REQUIRED. ANY CHANGE IN SPUR LOCATION MUST BE ADPROVED BY THE ENGINEER. 19. FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWELLED TO SPRING LINE. 20. BODY OF MANHOLE STRUCTURE, INCLUDING SPUR, MUST BE POURED IN ONc CONTINUOUS OPERATION. EXCEPT THAT CONSTRUCTION JOINT AT THE SPRING LINE WITH A LONGITUDINAL KEYWAY IS PERMITTED. 21. ALL REINFORCING BARS MUST BE SECURELY HELD IN PLACE IN THE FORMS. TWO-WAY MATS OF STEEL MUST 8E WIRED TOGETHER BOTH WAYS AT ALTERNATE INTERSEC'IONS. 22. STORM DRAIN BACKFILL FOR ALL FACILITIES WITHIN STREET RIGHT OF WAY IS TO BF PLACED AND COMPACTED UNDER OCEMA INSPECTION AND MEET OR EXCEED OCEMA MINIMUM STANDARDS. 2.3. ALL PIPE TO BE BANDED AND GROUTED. 24. RCP SHALL COMPLY WITH ALL A.S. T.M. APPLIC/\E! c STANDARDS. 25. WORKING WITHIN ORANGE COUNTY FLOOD CONTROL FACIL!i:'cS IS RESTRICTED TO THE PERIOD OF APRIL 15 TO OCTOBER 15. 26. ALL LOCAL DEPRESSIONS SHALL BE CONSTRUCTED PER STREET "MPROVEMENT PLANS IN ACCORDANCE WITH OCEMA STANDARD PLANS. HOWEVER, ALL C/\TCH BASINS WILL BE SHOWN ON STREET IMPROVEMENT PLANS. 27. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT :STORM OR OTHER WATERS MAi' 0 ROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. 28. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONPIJCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, OILc';, BITUMENS, OR HARMFUL MATERIALS. 29. LOCAL DEPRESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED . .30. IF A DRIVEWAY ENCROACHES WITHIN A LOCAL DEPRESSION TRANSITION, usr:: EMA STANDARD PLAN #1.308 -TYPE A. RECORD DRAWINGS TIIIM Record Drawings have been prepared based on i"formatipA submitted in part by others. WnilethiS informatiOn is t,elleved to ll8 reliable, ASL Consulting Engineers Is not responsible lor its accuracy, nor for errors or omissions Whieh mayhavebeenlncorporatedinlo these plans as a result. C-3004-L '?~QHSSto~ ASL Consulting.. Engineers □ ARCADIA .. , REACH # 3 36-INCH WATER ~ 0 ~ D. ,,. 011 ~ • Ill IRVINE TRAl'-'SMISSION M/\IN ~ !!t'<; ~i\ □ PALM SPRINGS 1---+---+--------------+----tACTING)UTILlll,SUANAGfRR.C.E. N0.452141-------~ ~"' No. C039261 0 ;) STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 D CAMARILLO ~ 7-/8-9. L.H. OCEMA COMN!ENT5 DAT£______ =TQRM DRAIN GENERAL NOTES ! * Exp. 12-31-97 * 1---t----+--------------1--t--------,-::,:-:---:::-:---1---------------r-------i 5- J'"4;-,.. CI v I\. ,.,</:-~"'< DNE JENNER STREET, SUITE 200 □ SAN Bl:RNARDINO DATE BY APP'D D[~CNED sE, DRAY,N S[C CITY OF NEWPORT BEACH l-7"w"'-"-5""2"'4"'0"'-"'s="-l, g ' Of 1.1~" IRVINE, CALIFORNIA 92718 0 SAN D',..G0 0 ___________________________ ....:=:::::c~::;:'.:_ ___ L..!_72_14'.!_.:.7!.:,2~7~7~0~9~9 _________________________ ,_·=-_____ j_ ________ _:R:::_EVl:S::IO::::N::.:S~----CHECKED TL[ DAT[ 7/95 I UTILITIES DEPARTMENT ~ ?HEET 2A or 26 ~ ····r· --· .... ·t --- -' i ; W'LY OCFCD R/W 8' -:r·, -t- r--tc=t-c···J ........ j_.-.. ····J -.. t EXIST. CHANNEL ALL-WEATHER ACCESS ROAD PROP. PIPE (i;_ CHANNEL WALL 397 398 I , ' , ,I L~---H-; .............. t"""""'~'! :1 ····<. .f .. ~ ' 399 SCALE HORIZ 1"=40' VERT 1"=4' 400 401 EXIST. SO. CALIF. EDISON R/W EXIST. S.CE. TOWERS @ STA. 399+ 70.00 END BORE & JACK CTS #2 X STA. 399+75.98 5 HORIZ. 4 PT, STA. 399+85.00 VERT. 4 PT. 6 STA. 400+ 10.00 © VERT. 4. PT. STA. 400+30± 11 ........... -----~---_ . .-:.- . ·······i· --t----···1 .... r -.......... --: ---···; ... . -+~....:c.i-_•:j.i ...:..:i-+...:..:~+_;__j...:..:_j__--i::::::::+::::J:·_:::_~= .. ~=-=~-=•-±;c-±---+-->--< 3;61 d1A .. bujct,LE lRONl RIPIE;}<:;~=~=j=~~ ,__,___, -_!_ 402 403 Pl10P. 36-INCH WATER MAIN ,--------------------\ 4 STA. 401 +50.00 CTS #3 71 404 0 CONSTRUCTION NOTES JOIN EXISTING 30" ACP SEAWATER LINE. REMOVE EXISTING PIPE AND JOIN WITH TRANSITION COUPLING (LONG BODY SLEEVE). LOCATION OF JOIN WILL BE DETERMINED BY THE ACTUAL LOCATION OF THE NEAREST A.C. COLLAR. REMOVE INTERFERING PORTION OF EXISTING 30" A.C.P. SEAWATER LINE. NO FIELD CUTTING OF EXISTING A,C.P. WILL BE ALLOWED. PLUG REMAINING END WITH AN. 8-INCH WALL OF BRICK ANO MORTAR. {ABOUT 143± FEET) 0 INSTALL 30-INCH VALVE AND VALVE VAULT PER SHEET 13. 0 INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L 76✓---1-1 EXIST. WALL .. ,,,, .. , , ............................... , .................................. ., •• ;.::: ........... ,,,,,,, ........... ,,, ... , ....... :::::;,,,,,,, :"."''''·~, -,;; -"---<-< ...... ,,, • , 'IO'' I ll'lo lH •" • • ' ·~f(iYP)•·· I _· +---.J __ ::_ © INSTALL 36" 45' BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL (4\ \.[[) © INSTALL 36" 22-1 /2' BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL /4\ PROPOSED 36" DIA, PIPE 0 0 " 0 TYPICAL SECTION -STA 400+00 TO STA 410+00 SCALE: 1" =8' HORIZ. 1'' =4' VERT. JOIN STA. STA. EXIST. 30" A.C.P. SEAWATER LINE EXIST. 30" SEAWATER LINE 397+ 14± (PROP. 36" PIPE)= 99+ 19± {30" SEAWATER LINE) BEGIN CONSTRUCTION CTS #1 !~7:~?:~~=7~~=;~~~~;":"":"·•=""='":· ==~::: ' ' '--·'· , . "'" ""'": " • "'·~-· ,;. __ ,_~__ ""'"•,,., < - . ......... , ........... ~." M . 10 STA. 398+45.00 ............................ , a ,-~ •• ' : ••• ;: • 401 'llO. \.[[) 0 INSTALL ACCESS BLOW-OFF ASSEMBLY AND MANHOLE PER 209 BEGIN BORE & JACK , , ..... ~,,,.. ;, ... , ... , ... , ...... ,.,.. , PROPOSED RECEIVING-PIT N .,. .... , .. 'P' ..... :·· .· .. ·. :':•::::-.,······ ................. ,, ...... , ............................... ,,: ........................................................................... '•'" .................................... ' onn,,,,,,,,,rn""""ffaaanur•iaa:aall)llllllllllllllllntllH,OJlillllll:::~ ::lllllllll,1,,,1,101"'''"""•'•''' _tf•c•>mH HHl~IIII 1,111,1,llllllll'l '!{I l'IIOH,.10<0,.10101010111111111'1'111; ,:.: ; """"OIOIOnlOIOIOIO"'"'"'"":::'.;;: • •,,,,,,,,,,,, ~"f}?f.' "-((. CHANN~c 397+85± 210 N llO 214 -1- 215 DETAIL (3\ w @ BORE ANO JACK 54-INCH STEEL 36-INCH DUCTILE IRON CARRIER DETAIL (7\ CASING, 1/2" (MIN.) PLATE. PIPE (CITY SUPPLIED) PER WITH STA. 397+ 70.00 .3 J-"-''-"--.::..C..,:--::..:..;__:..:, (i. MANHOLE r-1---"-+-- --+----,---~~\11 -212 ••• 2 ~ 3 " -.. Ix.:.~~-)~°' 10 .. ,.,·,·,·,""'·· :a: .. rnM .. IIIIIIIIJUIUa11111111111111 ~ 5? I"-,,:-'.J ., • ,. ··""•"'"""""'"""""""""""" •)(,·,,,.,..,.,.,.,.,,,...,,,,,.,,,.,..,.,,, ): """'"""'""""""""""" ·:\'. "''""""""""'""'~""""""·""·'"""""""""""""'""""" ·,, ··"""""""""""'""·"""'H"'··:0; """' "'"""" """"''"'"'"''Y. •""""''"'"""""""""""' ""1' ·"""'""""""""""""""' a "•.: ---.. ''\w--=--_...,..._ ···-,.-,--- w @ INSTALL 36" 0.1. LONG PATTERN MECHANICAL JOINT SOLID SLEEVE ~ \ .,(I, "-, . ,,; l •: ...... 1 .... 0,.::~~"::• .. ,,,,,,,.,,,,,,, '\,~~-~ __.,.., t I-'--• . ..._~ ,,,,,,,, ·r.JA MIN. '""' '·,,,,, -"¼~ ''t : ',~ '-, 1' ·'"'\... <:) % STA, 398::0.21 5 "\ HORIZ. 4 PT. 6 STA. 397+93.00 I EASEMENT PROPOSED I VERT, 4 PT. BORE PIT I 0.CF.CD. R/W -----j STA, 398+30.00 ~ .... -I . I EXIST. O.C.F.C.D. ..,._ ..... --~-•~;....,__····~ ·-. ..,..,...,,,,.,,_ ::,-f r ··1 ' ' i 5 (CITY SUPPLIED) IF REQUIRED @ POTHOLE UTILITY PER PROJECT SPECIFICATIONS @ @ @ ® INSTALL DUAL CLUSTERED ANODE TEST STATION PER INSTALL CASING TEST STATION PER DETAIL@ INSTALL 2-WIRE TEST STATION PER DETAIL (4\ PROTECT IN PLACE EXIST. POWER POLES \]]7 @ REMOVE & REPLACE EXIST. CONG. DRAINAGE SWALE @ PROTECT IN PLACE EXIST. BLOCK WALL DETAIL@ @ PROTECT IN PLACE. ALSO MAINTAIN HORIZONTAL AND VERTICAL CLEARANCE CALLED FOR IN SPECIFICATIONS I STA. 398+20.00 '\_EXIST. 30" SEAWATER LINE ~e IN CONCRETE BACKFILL ~ VERT. 4 PT. .,-..,,,..----.._-.,_,.._....___..,_ i---------EXIST. S.C.E. R/W -------~•'"! r· = 40• - --RECORD DRAWINGS Tllese Record Drawings have Ileen prepared based on informalio11 submitteclinpartbyoll1ers. Wmlelhi$ mfcmnati11111s l:,eiie;e<, t<>be reliable, ASI. Consulting Engineers Is not responsible lor ,is a.;,u, acy nor tor errors or omissions Wllielll mayhavebeenincorporateoini,; these plans as a result, ---TALBERT CHANNEL (D 02) r---------10 D 40 80 'T II r--_______ ___,......._-"""""::::::::;::;;:::::::-'""'=-~~:::-:----.---r~-----------,-TiJllll!ovrrr------r----;:;-;::~-;-;;--:;-~---;-;-;-:::::7-;-;-;-;-~----l" o ARCADIA REACH # 3 36-INCH WATER ~ ASL Consulting Engineers C-3004-L ■ IRVINE t---+---+--------+----1 .Qd.d ~ O k TRANSMISSION MAIN : D PALM SPRINGS u~rnt= R.C.E. NO. 38799 t--------P-l._A_N_A_N_D_P_R_O_F_I_LE------j ~ D CAMARILLO ~ •18-w, L.H. OCEM,4 COMMENT6 DATE s{i,,fis STA. 397+14± TO STA. 404+00.00 ~ ONE JENNER STREET. SUITE 200 □ SAN BERN ARD IN O 1-D-AT-E +--B-Y-+------DE-SC-RI-PTI-ON-------t-t,p-p-•o---r0=c=S1G=N::[D_s_Ec-rD::R-A\IN=-JD_M_/_EC-J-+-c-,T-Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H_.---w---5-2_4_0 __ -s---l ~- IRVINE. CALIFORNIA 92718 0 SAN DIEGO r---------,0 STE~EDEd~ ~039261 EXP 12-31-97 714-727-7099 REVISIONS CHECKED TLE DATE 4/9:;. UTILITIES DEPARTMENT SHEET 3 OF 25 _,, .._--,-------------------------------------------------------------------..... ;..;... ____________________________ _._ ___________________ ....J ____ -1. ____ ..J... ____________ ...J... ____ ..::.;:...JI ..... . . . . • ....... t ..... ..t. ...... , ........... ,. =+-'-...,__,:CQ_ __ ::;.-, -1 .. 404 ('t) 1-w w __ oJ: o(J) • 405 405 ····~··· .. ··:; . . . . . . . . . ·r . .. ····+ ·······' ..•..... . . ·!---·- •.. ·-~----->--. +. -Q-- ····o }".':·o:, j • ·o··o····n·r··c···£r····l'fl t''iKT :r··:,;-·R·R·1 "'R •• R'I·n·t··· T rr······, ·s~· ·r ' : .... • •· • .. ~: .. :J ·.: •:r:·+~·9F!~ .. ::::!·~.if:-: · ··:··.tr·.·· ·t.r::::·.-··.~::1s~:~:~:.+··.··+·:·: .. r.: ,. ····--•• ···•· ' ..... --+--'---'· : : . • .. !.: ... f ..... ~ ...... i . ..: J R[1lT~Al"1EDjJOINT$ . :t=:O·····.... ·····: .• ·'"!·--·········•··········i········.· ' -....... , .... : ... j .•.. ) ····r ···+-+-"'"f-.. ···::;_.:! ···j. ~ -'--+--+--4~-T:=3==::=t':1:t"i < ::': •·•· I 1•ri -+-, -,.-,•.'-+-+-+--+---, "~··: ; L=l~ il• ====t.·:~: :::: •• ·: ........ ~--1~-~ic:-1i1~;--l---+-=;)::::~====+-=~+=i:--+-'+--,J~"e:J~~~,.•-.-+--+---+ • • ... .IL ' '' i:'R~JA!'c:::Nl=l'iGccc· = =_ =_=_=.r. , .: • ! .•. r ... ! r . . . • • • • • • =::::W.All:f.:.:.:.:.:J :.:. : .L -:-F"'F=E-'-c=-fj = =:~r. : i • I.xi~· -i---·····•········· , ...... ! ••• :···--1·-~-·· . "4: .. ······!·.······:.:f ···········I·····: ..... !:•·::··;:··: ......... :t.:·· • • : ••• : ••••• :.;····:·····:!:;:·::·:::J:· .. ·:·: .. I· ; : . :.: :.t .. j .. : ;,,,,,: .... t,.,.,:.:;;, ,.:.,::::;:; ... -.. _t- OCFCD R/W ·i L .... · •;---,-. . " I ·· ··· ···r······r -.: ~ ........ , OJ .. "' 406 ' . ........... L . ' ' ' ; ~ . .... ~ • •. ! CHANNEt.! E'dOWr ·:• ,==•=:: ., :' ! UtjtE {BEf,'O~DJ; • j • ' ·• ·;.i· 407 -~ . L .i.. j.:.:{~· ~=· • r : ·: r i • =-===i=:;:::..:.· ,,k.: .... ::.:.::~.: ..... ·. i:.:, .. _' ... ~.:. t=~"•:I:•:•:•:•:"t':''.'. '":''.'"~:•:::•::...... C ' : ~: · · · ·· · · · · 7----•••••• ··• "."' ·······! , ~ 1 ' ' ·ti -L-t•-=:., '::3:::::3 --···-• ·.= ~ • t : r,--j--jc,····· " -i . :J . ..:. ::.;:;;;:;;. : -··· t ~ ..... ..,.. ---, .. ; .. ~ ____ !_. l''.'l l ! .... ·~· ·······;··· ' . ,, ........ ... . .. WJ'Riiq-i~ .. , .... ' .jl: . .. ~ .... ! . ········!···· 408 409 SCALE HORIZ 1"=40' VERT 1"=4' 410 STA 41O+10.00 10t-'---------, BEGIN BORE & JACK STA, 409+45,00 8 t-'-------, ,-'-P'-'-RO-=-:_P =-· -=3-=6--=-:I N_Cc:...:H_W=-=-=A-'-T-=E=-R-'--M_A_I N-< 4 STA. 409+40.00 71>--------~ .. ·~ .......... , ........ 407 408 CTS #4 STA. 409 +30± 11t-'----------- '"""""'''.' ,,. ' 411 GARFIELD AVENUE -l.,i -ii ::']1 1.:··· J " "' l :l I I '· I " 412 lNV .. 1 -f5~ ····f,IQRIZ.4P[L. . . ;. .... ,. 413 ,-;Sc,-T=A._4-=-1 ""-2 +=-=-20,.;'.:.o.:;..o.,,,.,--(, O 72 END BORE & JACK CTS /f5 STA. 412+30.00 ----------<6 HORIZ. & VERT. ,4. PT. STA. 412+ 70.00 VERT. ,4. PT, 6 • ............................................................... , i ., .,;;~+.,,.,..,....-, ... ,, .. " ,,.,:. ___ ,,,_. ,i.,..-,,-,,,,, • ···--·,: ·--~~ •11111!!!111""''''''•••):::•: annUnUnl'''""'.""""""' ·X-,,,,..,,,,,,,,,,,1,1,1,1,1,1,1,1,1,1,10•,•~•=•=1•1n1'nnunnnm ,m,~~ • .::==~•""""""""""""'''''''''' i,;:' '"''"''''""'"''"'"'""u"tt""):; '""""""""""""""""''''' .;( • ''''''"'"'''''''''''''''''''"""'·~:·:=onnnffHHHHHHn""""""'' ,:,, : "'''"'''"'"'""''"'"'""""••::i<-~dnon .. ,m,.,.,..,,rn,""'""·',:;:·""'""'"'"""""'"'""""'" .. o)l•n""""""""'''''''''''''''''''''' •ti; • '''''"''''"'""""""""""" ··:S:···'"""""""•"""""'"'"""'•'=:' "'''" ,, ,,,,, ,,,.,,,.,,,,,,,,,.,.:,,) ., '""""""" n••••umn~~x=-""""""""""""''''''''''''•' &, ; . : : ._.. ::::1 f . 414 U") 1-w WO J:o (/) . 0 CONSTRUCTION NOTES INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. © INSTALL 36" BLOCK PER 22-1 /2" BEND DETAIL ffi (CITY SUPPLIED) AND THRUST \.1V INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L, ALTERNATE ORIENTATION_ INSTALL ACCESS BLOW-OFF ASSEMBLY AND MANHOLE PER DETAIL ffi Q§7 BORE AND JACK 54-INCH STEEL CASING, 1/2"' (MIN_) PLATE, WITH 36-INCH DUCTILE IRON CARRIER PIPE (CITY SUPPLIED) PER DETAILLL", .... , ... . ... ; ... . ow ow 216 217 218 -+-219 220 ~(/) 0 0 I '''''''''''''''''''''' •:( .... .., .. .,, .... ,..,,. .. .,,,,,,,,. .. m,,;, ••• ., .. ,,,.,,,.,,,,,,,,.,.,.,,.,..,,.,.« ,;,; ,.""'"'"'''''''''"'' '''"~'• "d, •• , .......... ., ...... ,. .. ,,,,,,,,,,,,,, • ,:, '''''''''''''''''''''''''''''''""•'"'".""""""""""""""""""'''' ',:,' ,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,nn,••;,;:••"""" .. """""""""""""'''''~;,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,.,.,)l.·.,u""""""" .. "" .. " .......... • ;(., ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,n,,,,.,)l;•::~nnHa~~,,.,.. .... .., ....... .,,;,; ·,,,,,,.,.mm,,,,,,,,,,,,,,,,,,,,,.,,:")'""""" .. """"""""" .. ""' \_ It_ CHANNEL 221 222 EXIST. 4-8'x7' RCB'S --1 224 '·' ,225 WO w<? (/) "q" ,... @ INSTALL SLEEVE @ 36'" D.I. LONG PATTERN MECHANICAL JOINT SOLID (CITY SUPPLIED) IF REQUIRED. "q" w --··-··-·. --· -.· ·z <(_ 1--1 (/) J: ~ <( :E """"'"""·-~-- Z d 1'' -40' ------0 40 80 ·- .,,. .. NOTE: .~ • -... ''" .~. --,,-....-. ·-· .. .: .. :, .. : ........ ··'"'!""·"'·" ----'"~ ,~ ..................... . ···r .. l .. ::· ..... .-, ........... 1 , r ....... _ ! 6 i--=-ST-"-A-". _4.:_;0:..:9c_+c.:5:..:0:.c, 0:..:0:_, VERT. 4. PT. STA, 409+80,00 6 l-:':H"'o'=R"'1z=-. ~&c-:-V-::E,:R::T-, .![.~PT. f""""."I"" "!"""'"'· j STA. 409+90.00 9 t-------~ I , ...... ·1 1 I . J ,,,_-..;.~ '-7-,r. I I I I I I I I I ,· I I I \ I \" \ I ;.... .... t,n. ·i. •m-.. n•••"• ,.,.,,., . .,.,,.,-,, .................... ; • . L : Ff__··,: '·'" :: . . .~ -~} . ' , .... ~·-··· -~ -I STA. 412+85± 1.-__.:;..--'---=--..;:.:;~11 ( I "q" w • z< -1-...1 (/) J: 0 I- <( :E @ INSTALL DUAL CLUSTERED ANODE TEST STATION PER DETAIL ffi 'W @ INSTALL CASING TEST STATION PER DETAIL ffi \IP @ PROTECT IN PLACE EXISTING BLOCK WALL. TALBERT CHANNEL (D 02) Rt:C0ND ur··,'ii 1•,' • • rtlwJ,,•,·• 1Jllese iiel:or!I Drawings have been nrep••·•"' ,, , .. ,., , Bllmitte<lir, • ~ "' ,U ,ca,•, .>' '. lllllebie ASL~rtby.olheis. Whllethos 111tormatior, ,s ce\·c .. m,r fie • nsu1t,!1g,Englneersisnotrespons1bletor IIs a" REFER TO TYPICAL CHANNEL CROSS SECTIONS, DETAIL ffi w AND TYPICAL CHANNEL TRANSITION CROSS SECTION, DETAIL (2\ w th rlerrors or om1ss10ns Which may have been incorp,t,iratet ese Pans as a result. r------------0 -C-3004-L S C □ ARCADIA REACH # 3 36-INCH WATER ~ A L onsulting Engineers ■ IRv1NE Jp,, t TRANsM1ss10N MAIN ~ ~ ,7/4-:tc:-□ PALM SPRINGS u~'futt R.C.E.N.387991----P-L_A_N_A_N_D_P_R_O_F_IL-E-----11 sr€VEN D. TED£sco RCE C039261 EXP 12-31-97 □ CAMARILLO £ -18-ft> L.H. OCE/V!A COMMENTS DATE s/1o/'l5 STA. 404+00.00 TO STA. 414+00.00 §l. ONE JENNER STREET. su I TE 200 □ SAN 8 ER NARD IN° 1-o.-1E-+-av--1f----'-----or_scm_PTI-ON------+-t,p-p·o-+-or-~-c"_rn_s-Ec-.-0-R-•\ll,J-JJ-M/_E_c_J +--c-1_T_Y_O_F_N_E_W_P_o_R_T_B_E_A_C_H_...,..._w ___ 6_2_4_0 ___ s_-1 g IRVINE, CALIFORNIA 92718 0 SAN DIEGO REVISIONS CHECKED TLE DATE 4/95 UTILITIES DEPARTMENT t-'--SH-E-ET_4_0_F_2_5--t;~ 714-727-7099 z L_ _ _;_ ____________________________________ _,; ______________ -1.....:..:,..;_;_,:;;.;_..:..;;.;;;,;;;_ _______________________ ___._ ________________ .___ ___ .___ ___ .___ _________ ___. ____ ____, --I . . . ! .... ~ . ; o· ·===t ···=: e . ·• :O· . : . . ,ti . : : : :.: .; .. :: .. : ·······t.Aa~~~·:~ ~ ! T"'!" ' t • 1=+:=+:=c.;,: .... ' ;~r (/) ···:•f===E==i .; J ... f ··} i". L .. • ......... t~ · .~·! • • • • • 1· · · t · · · •i. :. . . . . ~ ...... , ........ 414 415 226 I'-"' OCFCD R/W . .... i .. 416 ........................ __ . : . . . . . ~ ' . . . '~:·:: :'.'l_:'.:'.'!'!':''.'.'."I";' . I ::::: '.""""""""':;: . ' ' l,m•""""""~ ........... •••••••• ••• --••HHHH .. Hm• .... ••n•• .. f .. ·:.: .. ::J z NOTE: 1 .. 40' - --- - -0 40 BO / ' / _//············--.. ......... REFER TO TYPICAL CHANNEL CROSS-SECTIONS, DETAILffi w . ..... . •• / ...... ,.HH• •• 1 ' 417 STA. 417+50,00 71l-'-----~-'-.., CTS #6 229 / / 418 ··----·-· PROP. 419 l ·-· ' ' ~ i i ... i ·::·t ---~-~ • ' ••••• • ••••• "·····:r,T47·,·tt:rr i ... ,....... ··············,:;t·.2··. : •••• • !1::L0b:h::r.W l:cc:cf=t~~.:.:.._ • ' _, .~:. ~· l SCALE HORIZ 1"•40' VERT 1"=4' 420 .36-INCH WATER MAIN 4 76 (TYP.) '.•:,:" ........ " ... "' .... · .... ".'·"· ... ,. ~- ... XISJI 0':Ad !VER ' .•· ···-····· !-...... j 421 422 423 SEE DETAIL@ FOR CONSTRUCTION IN THE VICINITY OF THE WALNUT ST. PUMP STATION 70> 1-=S..:.:T A_c.,_4..:.:2:.:3:...:+...::5..:;0..:.:. o;.::o~ CTS #7 : : : •1• •,,:CC <JC, ----===~====nn, ... , ......... ,. .... - 424 (0 1-w w J: cno wo w· r: ,·· + i + 1 '·:::r:: 0 @ i • CONSTRUCTION NOTES INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. CONSTRUCT REINFORCED CONCRETE SLAB PER DETAIL ffi Q]7 INSTALL OUAL SINGLE ANODE TEST STATION PER DETAIL ffi \!§7 INSTALL DUAL CLUSTERED ANODE TEST STATION PER DETAIL ffi 'Q]7 PROTECT IN PLACE EXIST. BLOCK WALL 23D --------, 231 --1 232 cn8 \ \ 234 CHANNEL 12 + • ' -o •. ,' ·------==..,,·,··· .... '.~ .. :.:::.:::""'.~":"!:;; ;~·' ·~ w C\I z~ : ____ ......... , ............. , ; .. ..J j 1 • ·{ ,.i .......................... .,l""" ·""'I.......... () ..l 1°""""""',"""• "'"I •• '""""'"• ........ . IA , .......... ,,.,,,, .......... . . . ...I. J.J ,·;-.! ... )! -. ..J <( J: l-o en I- <( :ii! TALBERT CHANNEL CD 02) ,----------1·0 C-3004-L " II ASL Consulting Engineers ~ ::~:~1 A ~ REAc~RJN~M,l~,o~~A,~ATER ~ ~~. U----D PALM SPRINGS u~ R.cI'i.387991----...:..:....:.:P__::LA....:_;N=-:.:A..=.N.::...D:...:::...:...;PR'-o"'"'F.;....;IL.:.:...E.;__ __ -tj srti:fD. TEotsco RCE co392s1 ExP 12-31-97 D CAMARILLO tb -is~ L.H OCEMA COMMENTS DATE 0"1,.125 STA. 414+00.00 TO STA. 424+00.00 13 ONE JENNER STREET. su11E 200 □ SAN BERNARDINO f-oA-,-E +--ev--11-------0E_SCR1_P,-10N-----+-AP-P'-o+-0E-s,-CN-Eo_SE_c_·o-R-A"AN_.o_M_/E_C_J+--c-,-T-Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H_....-_w ___ 5_2_4_0 ___ s_;~ L--------------------------------------------------------------------l.....:.~~1~~~-~~2~i-~~~~~~i~:_N_1 A_ 9 _ 2 _ 7 _ 18 _________________ □ __ s_A_N_o_1_E_G_o ____ ..J_ _________ R_E_~_&_oN_s _________ L__C1£_CK£_0_1_L_E--1._M_1E __ 4_fi_S_.L.., ___ u_n_L_IT_IE_s_D_EP_A_R_™_E_N_T ____ ~~---_-~_-_E .. E_ .. T~5~~~~~2~6~~: ,J\ --1-~ I i1 424 . ' ........ . ·····'········;. .. --i -· ··L· • '. .... ····+-....;....+---'--+----,-+-- ··········1·. I ( 425 426 NOTE TO CONTRACTOR: CONTRACTOR SHALL NOTIFY THE CITY OF FOUNTAIN VALLEY 48 HOURS BEFORE EXCAVATING IN THE VICINITY OF THE WALNUT STREET PUMP STATION. THE CITY OF FOUNTAIN VALLEY WILL PROVIDE OBSERVATION DURING THE CONSTRUCTION WORK IN THIS AREA. N 0·13'47" E 1312. 27' STA. 425+42.27 HORIZ. 4 PT. 427 STA. 426+33.28 HORIZ.4-PT. ! .............. , -.... !"""""""'"'"'··1: ..... ~ ... ··+ · .......... .; ·. ·······••; .. ····· ···· t ::::::: l: · ......... , .. • ' =--~: .. : .. :.:~::. ~--.... '!···· . . : i · 1 428 .... ·---"' "" """" ..................... , .............. --...... --• ~---.-.. -.... -.... -... -.... -.. -... -.... -... -.. -.. -.. -. -.. -- STA. Zd 1'' ---40' - - -- - -0 40 80 . . . '·" .. -. . :·• - T'""~~t---;-H---:,,-""_'''''. ' 2 ::"'.':_ =· ---- ------_.,_ - ~ EXIST. PEDESTRIAN BRIDGE SEE DETAIL @ FOR CONSTRUCTION IN THE VICINITY OF THE WALNUT STREET PUMP STATION 238 ::.::::...::::.....· •···:, .. :,,,:,:,::::::11n,lnnnnnnn,!I'"" ----- NOTE: REFER TO TYPICAL CHANNEL CROSS-SECTIONS, DETAIL ffi w --, 240 TALBERT 429 SCALE HORIZ 1"=40' VERT 1"=4' 430 '' ...... , ........ ,.,., ....... / Z .. • ···--••·· OCFCD. R/W ' ... .. ' . • ' r·· ····1 • .... -i:·:· : t.-- 431 STA 431 +50.00 71l-'---------, CTS #8 : r"""""""""""""""""'':'. \i ~ CHANNEL 242 --+-""~·R-i"-"· __ I 243 ""'''' •t•·•"'"'·'""""""""""""""""'"""""""====== -===="""""' ........ ,'"'!!!!".,.,.= --·==""'""'' CHANNEL CD 02) ASL Consulting Engineers 1/ ifb, 4,,1 ST-t;D. TEDESCO RCE C039261 EXP 12-31-97 -i-- '. . . . . ... j .... : ....... .i.. [. ... :1:-. . . • •.-,1.-.-.-.-.-.~ ......... : ,. ....... ,1 ........... ~ ...... , -,.::,-,-,-.-••!,-,-,.,. O ~---:.:.4 ........... ; ......... ,.,; .. ,MMH~MMMH ·· r ···! ·······r:: • --I ·-F ·····1-----+--i 432 433 PROP. 36-INCH WATER MAIN ~------------------14 D ARCADIA ■ IRVINE ··-r·-. '----~ 'il --, 244 -· -· ·-· ............... "" "" .. . 245 ~ ............... 1 ................ . -I f---- L . :.-b· · .... ; .. .. t ::::::::::j ~ -. ' r 1. -~--,'--+-+--+ • , - --! - ...... >---···+--·:·:·:·:+:""' ... ; ::i. ::'-re..:_;::"{::"~~":. -F-.c.+_;_;cF 434 ..... 1-w w J:o (/) 0 wd wo w.; I C") w"q' z· -< ..J 1- J: (/) 0 I-< ::E 0 CONSTRUCTION NOTES INSTALL 36-INCH PIPE {CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. © INSTALL 2" AIR ANO VACUUM RELEASE VAL VE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L, ALTERNATIVE ORIENTATION @ CONSTRUCT REINFORCED CONCRETE SLAB PER DETAIL@ @ POTHOLE UTILITY PER PROJECT SPECIFICATIONS @ REMOVE AND REPLACE EXIST. CHAINLINK FENCE AND GATE PER COUNTY OF ORANGE FLOOD CONTROL DISTRICT REQUIREMENTS INSTALL DUAL CLUSTERED ANODE TEST STATION PER DETAIL["D Q]7 @ PROTECT IN PLACE EXIST. BLOCK WALL @ CONSTRUCT MANUAL AIR RELEASE PER DETAIL @ RECORD DRAWINGS VIMM ReCll!ld llrawings itl\ave llleen prei,ared lblls~ on <rito, "'«•,,-, submitted in part llyothera. Wllilethi$ l11!ormati0n is bel>eve1> 1c o, relfable,ASLConsultlng Englneerslsnotresponsiblefor ,ts 3,, ;:,,, ,r, nor far errors or amissiona which may have beenincorpo,a!M • n ·, tl,aH plan■ •• • re■ult. .----------10 C-3004-L st II REACH # 3 36-INCH WATER ~ D PALM SPRINGS g_-L, 1IT::. _. aai 1----__:_TR..:....:..:A_;_;_Nc...:::..SMc.:..:..;.I .;::_:SS:...;_:I O'-'-'N---'-M"-'-A"-'-1 N'---_--1r1. l----+---+--------------1--1 utpM.bmrnr R.t.E. NOJS?gg PLAN AND PROFILE ~ OAlE sfr,bs STA. 424+00.QQ TO STA. 434+00.QQ §. □ CAMARILLO & -18·9.9 LH. OCEMA COMMENT5 ONE JENNER STREET, SUITE 200 D SAN BERNARDINO DAlE er DESCR1Pl10N APP'D OESl~ED SEC ORAWNJDh.1/ECJ CITY OF NEWPORT BEACH W-5240-8 ~ 1------------10 IRVINE. CALIFORNIA 92718 0 SAN DIEGO REVISIONS CHECKED TLE DATE 4/95 UTILITIES DEPARTh.lENT SHEET 6 OF 25 / L---------------------------------------------------------------..L.:..7.:_:14~7~2.:..7.=-.:..70:::;9::.:9::_ ____________________________ ..._ __________________ ..... ____ ...,_ ____ .J-_____________ _,_ _____ __.z .~ . ':,:,' . : : ; cb· ·:·_ -. ' . ---• 1 i • i . . -. ' : ; . i i ' . . • •IL .... , ... -... L ... l .ce••····· ···•[1::·•~= ,. . ·,-·-l , • ··~- ·•••· , .. . .......... { .. i 434 co 435 •• 0. •••••T •• ••r•• ' ..... l l ., .. . ... ;~, ........ -----. . -----+---·-•·--·. .... .... • ••••• . .... . : :·:·~ ·:·--,-----· :;. • .••• : --·-· - • : .. -1-. • • • •. r ;_:.. r '••. •. •. •. •. 1 l.. t . J J,9'~'.' ~:::::: .......... .. ..... ,. •. t .. : i . l 436 437 438 lO STA_ 437+10.00 BEGIN BORE & JACK g ST~,.•;;;;'Q~.,oa. \\. STA. 436+89\>L,3 6 rH-"-0-"R-IZ-". ::C&'--'-'V:;_;E;_;_Rc.T;;->4_P_T ,' \ . ._ ELLIS AVENUE N S34'43" E 128.39' 439 • ' . •---- SCALE HORIZ 1"-40' VERT 1"=4' STA. 438+ 10.00 72 1 O END BORE & JACK CTS /{9 STA. 438+ 17.82 ~'--"'-...C..C:--'--'_;_;_=--7 ........... ···~OR Z. & VERT. 4 PT. STA. 438+55.00 ,------'-'--'----1 7 VERT.JI'. PT. STA. 438+ 75 ± l l ,--'-----"-'-----i 440 STA. 439+50.00 71 CTS /{10 441 442 PROP. 36-INCH WATER MAIN ,--------------------i 4 .... :--------' . . . .......... l. .... !...... ::: ;~ ... :.:.l: : ...... t:. ..... ,t ...... :.; .. . .,.. . .. : -----: .::l:_ ·-.: .J __ ······ . . . ·~· - ·lo W !+· ·Cl,); 'Ci ~j. n=.r ;..ic,i ' ····. .. 443 444 t ,. __ . -··--1-----~ . ·•-t• ··--,- CONSTRUCTION NOTES 0 INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. 0 INSTALL 36" 22-1 /2' PER DETAIL ffi '1V INSTALL 36" 11 -1 / 4' PER DETAIL ffi BENO (CITY SUPPLIED) AND THRUST BLOCK BEND (CITY SUPPLIED) AND THRUST BLOCK 1-'---........................................ , : ' CX) 1-w w '1V w Wj 0 ::I: ........ l,c;. .• '\'~. oen • Ow Ow .; en CW) I "q" . w <(Z I-:::J en :I: (.) I-<( ~ Zd 246 ··········-·•-·--·· . :::::::::~.:~~~~.:::::::::::::::::::::·:::·:·:·;·,·:•;.;.;.,.;,;,;;;,;,;;;, ..... ;1: ... ~~~~=;~::~;~;,,,,;~1;;,,;.;,,11~ ··,··. ·-··---.. : --.. / .. .. '• !,.,. .................. ;.;--~;~ .. =•-~~~H ........ \ 1" -40' - --- -0 40 80 i""i i-------~ ...... i i' \ .. J ! •:; ! , .• --1 24 0 STA. 436+35 ± 111-"--'-';.,;;..;_-'--'------' PROPOSED RECEIVING PIT NOTE: STA. 436+55.00 6 l-''---...c...;-'---'-"-"--' VERT. 4 PT. REFER TO TYPICAL CROSS SECTIONS, CHANNEL DETAIL ffi \J]7 AND TYPICAL CHANNEL TRANSITION CROSS SECTION, DETAIL ffi w AND TYPICAL ACCESS RAMP CROSS SECTION, DETAIL ffi w , ......... .,_/ . ;, :;.' ·=·· •• "\,' ;,,,- . . . ............. , . __ .................. ,,,• .. '•nnnmuo' • /t._r:,· --~_; ~: :,,.,, •• ,,,,,;;;;;,..,,., ... ,,,,.,.,,,,,..,Li'., 9';,;,,,'.,, .......... ,,"""""'··~~~,~~~~ -//440 •., 441 N Cf13'41' .E '4 .. 42 2568.43~ :I: 0 en o • INSTALL ACCESS BLOW-OFF ASSEMBLY ANO MANHOLE PER DETAIL ffi Q]7 BORE AND JACK 54-INCH STEEL CASING, 1/2" (MIN.) PLATE, WITH 36-INCH DUCTILE IRON CARRIER PIPE, CLASS 52, PER DETAIL ffi '-1§7 •• ,,; '" ,,.'.,,,~. • .•• ~:2.:.~.5" .. ;1 ... o.p.: • .'R ... ~o .... ~P .... O: ..... S ..... E~D~~.B'~'so"'"SR""'E.~"~p""~IT~-.~ ...... ,,~,•.·.·."':'·' 2·5·"•,····• ....... ,., ........ ,,,,.,,& ......................... f<i,,,,."'.,.,11[1!"'"."""•.•.•.•.""""2. ·~5····2·""""""""'·'·'·'·'·'·'•'•'·'•-""": .:.,,,,,,,,,,,,,nnnn"""""""'.'.·"""""""""""''''"2""5 .. 1 ... 3,, .. ~ . """"".""""'·· .. ·'"'"""'!":r::::■■■■HHH ........... nn "li".•_-, ............ 2 ..... 5,1 ... 4 ... ,m.;;;; .' '. ·-.s. .. '' """•""""""""':1~.:.~ ................... ... -Ht.-c..--...--t--+,ci.,-±+,-/1----\l: : ., ·'"""""""""""""""""•" '-~-' ,,,,, .................................... ~t"' ............................................................................ S.$ ...... ~.~~~.!:!.~-~-...................................... -~-[:'.l . . . . 2 55 WO WO en .; "q" "q" INSTALL 36" 0.1. LONG PATTERN MECHANICAL JOINT SOLID SLEEVE (CITY SUPPLIED) IF REQUIRED. CONSTRUCT TRENCH PAVEMENT REPLACEMENT PER DETAIL @ .. I ri 11 11 11. <,,. ~-~ en U) I • •· :,;: 0 11 11 I 11 . j I 11 I 11 ii 11 EXIST. A.C. @ I I I I -,I "11 r1 I I :-I I I I • I • ···-;~:::· ....... , ..... ,, , ....... , ... : ... :·: .. : .. : ... ···•·: .... ,,.'.':"" ............ ,,,,.,,,., .... ,., .................................... " ................... :::: ................ ".,_ ............. mmm••············ . ' ................... , ........ ;.;; ......... , ........................... ::····'······ ·• ..................................... , ····~ ................... , ....... ,, ............................................................................. ,,.,., ............................ . I REMOVE ANO REPLACE EXIST. CHAIN LINK FENCE (~· .... ,,-........ ·: r ~·---- EXIST ,_ r, RCB'S TALBERT CHANNEL ASL Consulting Engineers d--~/, RCE C039261 EXP 12-31-97 :r :"r 1.,,,,1 =~~·~''"''"'""'"···--·~ ,_..:~~~::~ ;· j~~t·: 'I"'·•"~ '·a~.:J· . . • mH.nnmn ............................ , .... ,,.,,, •• ,_ , l . ! ... ""· ....... ''. CD 02) w . z< -1-..J en :I: (.) I- i ANO GATE PER COUNTY OF ORANGE FLOOD CONTROL DISTRICT REQUIREMENTS. @ INSTALL DUAL CLUSTERED ANODE TEST STATION PER DETAIL ffi '1§7 @ INSTALL CASING TEST STATION PER DETAIL PER DETA1Lffi '1§7 @ PROTECT IN PLACE EXIST. BLOCK WALL. RECORD DRAWINGS 1'11119 Reco,d Draw!ngs have lbeen prepared bilse6 n • eubmltled in part by others. Wlii!e !hi$ 011!©rma11cm is t,,. reliable,ASL Consulting Engineers Is not responsible 1o, ,t, nor for errors or omissions which may have been im:or[l>Q• ,,. · these plans as a result. .---------1:J " I C-3004-L □ ARCADIA REACH # 3 36-INCH WATER ~ ■ 1 Rv1 NE £:-. u~Rt~ t 38799 1-------'-T_;__:R_;_;Ac:....:N-=S=M..:..:I S:..;:S:..;_I O;;;,_;N...:___:_M::..:..:A_;,;l.;..,;N ___ -, &Zr 0 PALM SPRINGS ~ 7-18-'i L.H. C.P RE.VIBIONS ''t"'"""" PLAN AND PROFILE □ CAMARILLO £ 1---18_-'15-+-L.H_.--l-_o_cF. __ rv_:._A_C_.o_M_M_E_N_T:_s ___ l----+-DAT_·E __ .. _1 G,--.' 9_s ---l-S_T_A_._43_4_+_0_0_. 0_0_T_O_S_T_A-r. _4_4_4_+_0_0_. _oo--lj ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY OCSCRIPTICI< APP'D DESIGNED SEC IJRAWNJDM/ECJ CITY OF NEWPORT BEACH W-5240-S Si 1-----------i 0 IRVINE, CALIFORNIA 92718 0 SAN DIEGO REVISIONS CHECKED Tl[ DATE 4/95 UTILITIES DEPARTt.4ENT SHEET 7 or 25 / L-------------------------------------------------------------------...J.....;.7,;_14,;.-_7;.:2:..:7_-..,:7...:0;.;:9.;:,9 ______________________________ _,_ ____________________ ,._ ____ ,._ ____ .,_ _____________________ __.z .. J ....... • .. : ....... ~--·· .. £". Iii••--·-+-- ............... H•• "-'m"'•• ~ -, .• ~~~=~~~ rc-:-t:=tc,t' .. •· UJ,E~3----E=+c..::+ ·····~-... ' ... .; ' •·· ••• -<- i ... i ~ . ' . • . . . . . . . ' . : ......... ; t--+--+--: ' . ' < I •< > . . . ' i ' ·····jl!l!t:· ~· "!""" ' '---···-=· .... _ •• j ........ ... ·-~--, __ _ .... r-- 444 ._.-., . .....• ::, ... ! ····-··-," ·-· .>· ~~~ ~p-;_: 1----·-1 • :i: ... l ·-........... _ ............................ . ! ----~ -;: .--+-··H:: ·_· __ ·:l ... :-_i 445 446 !,·.] . -\., .. ,.., .. ., .... ., ............ ,.,.,.,.,.,.,ui ·····1· ' •••• C -i j -·-!- ; -i :::t=--=:t ··•·I':'l!:f#f , ---+----+--.' :ITf r ·'-''-'---i--'--'---'-. ·.-.r .. ····1 447 t ........ ( 448 STA. 447+5O.OO ,--'--'-----c-'--"-'-'---i71 CTS #11 449 ... ·····= ········----·-- SCALE HORIZ 1"•40' VERT 1"•4' 450 • • • •:· ........... ----.1 -___ . 1 .... =.=.=~.=.=.=.=.=f-.-.=.=.r •-i••······· 451 PROP. 36-INCH ~- -; ~ n .. ~,.,.,••••••~mHHHH'•••• .. w ····•l•·••••i• ...•.•... :.£~0;ii-0:& -~----· ••• • ··•··••i••··;· .. ··:···r-. .,, ... ;. . • ··t-- +--+--.--,--•-st .Ct -<-· !::i ==~•:r[cc--'-'j--;'=.. :::;:::::=/----=i----'i•: r·~ 452 453 454 WATER MAIN 4 0) ..... ;. -······'··===="1= F-.-'--'--, ' ... t ... ··:i ·:. t:-. ····~ ' .::.:::1. ···--!---• -. . .. . . •••1··:--·· , ----1-----i 0 ...... :.......... ..... ·.... · ......... CONSTRUCTION NOTES INSTALL 36-INCH NEWPORT BEACH PIPE (CITY SUPPLIED) PER SID-1O6-L. CITY OF INS TALL DUAL CLUSTERED ANODE TEST STATION PER DETAIL ffi \1§7 PROTECT IN PLACE EXIST. BLOCK WALL _; .............. , : ! " ,,. ............ , ................. , ,-----···.........] 1-w w ::c ■-,ii~•••• ............ ..,.,.j,i .. •m ..................... ,,. ...... ..,,.,,:~},,munnuuuunnnnnnnu11111i1t,i"""'•11111111 256. ....................... • ~ .~_.,-· ~ :··.: .. :~ i") .,.,.11,1,1111•11"""". ·ij"'""·i () 1 , .. • 1 .................... ., ...... , •. ------· Zd 1 " 40' - - -- -0 40 80 ,,;;,,, ... ,,,,,,,,., .. ;. NOTE: > }( ·-'----HIIH-I -'--··• ............. _ /!_7_t:~:,,,.Y-:,P,..)--,',:=&,...._ 452 /// 6 • • • N 0"1 • •• 44 447 448 449 450 .. _ · 45-1 54" RCP '_I(;· ''"""'"'"""""'&n){, """''''''"''''''"'"'"' ... ,.., .. ,;.~., '"'"""'11""""'" .. """"H=:o,_i,o,ama.,.:.,,:,:,:,: .. m:,:, .. :,:,: :.,;,i,uu:,,,:.:,:,:,:: .. .,.,.,;;:,;;.,~~;;~~~~~~ ..... .,;,;,;..,,.;,;;;,,,;;;.,;ljf.;;i,i,iiiiiii11111IIU1111111111u""' ,.!'J./ I --• I --, , "J<: """""""'''''''''''''''''''''•'''''':•:,,,,,,,,,,,,,,,,,.,.,.,.,.,.,.,,..,.,.,.,.,,➔,,,,..,.,,,!'""'''''''''1''''11111'1'''•'lta.,111111mm,m .. ., .... ,.,..,,.,.,"' :I/. ··•"\"'"-"•_ ... _.,•_1••••••• .. ~i=i" .,. • ., ............ ,,,,,,,,,,,,,,,,,,,. • .,,,,,,,1111,1111111-■HH-■~=~•:a111111111111111111111111111L11""""*~"'"'"""""11•1d,;ifu~.,,...,,,,_":"2n1mnnuann"u111111\l!" ., .......... ,,,,,,,,,,,,,,,,,;11,,,, •. ;f<, •.• ,,,,,,,,,,, ........ ., .. ,. .. 111111.,,..,.,, """"IIUUIIU1lm .. ::: .. ..,;,;;;,;,;.~;., ~ 257 258 259 ' 260 ' 261 --"-----"--26 . .2--------. 263 \_ -264 ~ " --• <t CHANNEL --~"~"'i''--.,{~~..;: ·,..;.,..;...,,;.;,..;,;;;,..,..;c,i-.,.' ....... =·--. ·c.......- REFER TO TYPICAL CROSS SECTIONS, ii,.:,,.,,, ... ,.,,·),,'."'"!: CHANNEL DETAIL ffi ·~-----•·._;,_;,...;_;,c .. , .... ~:~ •:·'::·,.:! ::.::·:,;" . .... ,.,,,, ..... , ,.;· ··\ir : ·~--• . . , ................ , ............ _ ............................ ;, -l ____ .,.,., ........ __ !' ,. " ·-··· ; .......... ;: . , .......... , ... ,,,,,,,,,. _________ _ /'""':;'.. / . .,i I .. ::./ TALBERT .. --. ----------------=-• --···-----------·- CHANNEL CD 02) ASL Consulting Engineers D ARCADIA ■ IRVINE r ... F:i._ .. : .. , .... J ,;,.,,.i,imHii!o\m~,(;;,nu .. m .... mHHOoH••••\'\,,. ... , .... ,. ...... ,.,..,.,..,.,,,,1111,1111')11>,,,,,,,,,,,.,.,.,.,.,.,.,.,., --------· ··t---- ., 265 !!"""'""'""""""""""" -:~,' .,, •••• """"""' ,..,., ........ , ....... ... I I '"""" ..... ~·· (/) 0 wC? wO (/) ~ ~ It) I w'q' z. -<C ...J 1- ::c (/) (.) 1- <C :E • RECORD DRAWINGS TMSe i'lee@ll!il D,a,,,,llfSs llinre been prepared based on infotmat:c" su_bmltted In part by Dlher&. While tlli& information is !leiieved lo r,e relrable, ASL Consultl_ng Engineers is not responsible for itsaccua -,"- -for errors or omissions which may have been incorjlllraled ",tc. -... lilans as a result. ,------------1 C C-3004-L "" II REACH # 3 36-INCH WATER ~ 0 \}§7 ~-. c½ t-------'T-'-RA-"-N.;..;;_S..;.;.;.Ml_.::__;SS:_;__:I O:_;__:N____;_M=-A-"-'--1 N=-------1~ PALM SPRINGS uUfdtbiRECJOR RG.E N0.38799 PLAN AND PROFILE ~ D CAMARILLO £ 7-18-'1~ L.H. OCEMA COMM€NT5 DATE >l1o/~s STA. 444+00.00 TO STA. 454+00.QQ ;. & ~-----7 □ STEVEN D. TEDESCO RCE CO39261 EXP 12-31-97 l---t--+-----------------l---1--------.-------1----------------~~-------I/ ONE JENNER STREET, SUITE 200 D SAN BERNARDINO DATE Br DESCRIPTION APP'0 DESICl.£D SEC DRAIINJDM/[CJ CITY OF NEWPORT BEACH W-5240-S 1;J IRVINE, CALIFORNIA 92718 □ SAN DIEGO CHECKED f--------1;;;, '-------------------------------------------------------------------...l......:..7.:_:14::,:-::,;7'._!2~7..::.;7.:::0~9,:.9 ______________________________ _J_ ________ _:R;:E.::Vl:Sl:ON:::S:_ ________ 1 ____ TL::E:_LoA_TE_.....:4.:.:/9:.:5_L __ _:u::.:n:::L:.:.ITI:.::.ES::..::DE:::P::.A:::.RT:.::M:.::.E:.:.NT:_ __ _J _ _:s::.:H:::EE:.:.T_:8:_O::::F..:2~5~ z J -i :::·:·:+: ::.·.·:+ ••. :.1 ... :a:: - - .. :: .. ; :.: :: :. : :r('J.. :i ··:·~T. .. , ...... i!=i,.:.: .. i ==i==l=-W~~ rcc±cc±, =c:!,: -:-:-; --. -~ . ' E+...:..±':'"''· .... . -"""'-'...:_'--..:c-. . . O·. ' -----t------i. . _·:) :o _;:o ···i. ·O • . ,...., . . ,,:;t,: .:: .. : ·:·:~ ... :) ~ ].~-l :r .... .i. >--+--+-+ · j-t • ·······•1-.. +:-c+:-c++++±::::t::::::::±c:' '----'-.-'1-•· -';'-•. -'--'-,-++ii j. f ::j ;8:; ,: : ... LLJE,j ~f !,~f'.'.i~i E .. ·.· Jtrl IRd t ; : ;· f ' -··-' 1 =t:~ ··r --.-:t •• ---!----t --;__ t-· ·t ··:· -t=----+ ·--__ , ----+--:·:·-J !-: --r-T ·:·:·t ·:_·:::t ' ' .... ! -----+ ---:: t:~ -==t- .:.t: ·l-· • . :. :·,,'_,,· . ' ~Estmd slr~riAc:t .. •.•. ··.'.r,.·· J.·,.· .. ·.·,·'.•,.·, 1:::ov1,ff. ¢~o~ ,f-'-(i;!t; • • • ' ·······+ • • • •-::::i· I ·!-· .. j .. f ............ j::. > ·······"i°·· J -i-- ' ~ . . .;. ·:-r..· .... l-- • ! t: .. ·····•·. -.I L ......... -i------l ........ ( .. ___ -~ -· ..... ! ·--··--! • ------i t= -i l--+--!.· ; ~ I ' ·········!· .L .·I f ...... L ,.,J: . ·---1-: '·--_j_: ( L . ··---.... ~ ,--. : :.f J:. l '. ·! : : : :f ·········t····· i ----+ -;. .... , . ·····~·-... ,-... i .... . ·+-----··-·· ·+· .. ;. ... --+ • -.-,. __ .:+ .. ···?·-----~- ···.·--·-t.~· ; ·····-~ . : t ...; ........ . 454 455 456 457 458 459 SCALE HORIZ 1"=40' VERT 1"=4' 460 461 462 463 ZcJ 1 " 40' - --- --0 40 NOTE: REFER TO TYPICAL CROSS SECTIONS, STA 455+50.00 7 -"'----'-"'-""-'~'--' 1 CTS #12 CHANNEL DETAIL Q \JD PROP. 36-INCH WATER MAIN ~-....;., __ ..:.,_.:_ _ __: ____ =.. ___ __.:.~ 4 TALBERT CHANNEL ASL Consulting Engineers 12/l_. iTEVEN D, TEDESCO RCE C039261 EXP 12-31-97 71 1--='S.:.:.TA.::.·...,4:..::6:..=3:...:.+..::0.::.0:..=.0.::.0~ CTS #13 <D 02) 0 ARCADIA ■ IRVINE 0 PALM SPRINGS 0 CONSTRUCTION NOTES INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. INSTALL DUAL CLUSTERED ANODE TEST STATION PER DETA1Lffi '1§7 PROTECT IN PLACE EXIST. BLOCK WALL RECORD DRAWINGS T'-. Rec:Gd Drawlnp-. Ileen prepared ba5ell on Information subm,tted in part b)'Olhers. Wliile lhi5 onformaliDf'! Is believea to oo Nfiallle, A8LCo11111111ngEnginears ii notresp<>nslble lor ~s occwacy, 11111' for 1rro11 Dr omf11lona which lllllY have been Incorporated onto ,.,... •• II I re1u1t. ~-----------In C-3004-L " I REACH # 3 36-INCH WATER ~ -k ,____ __ T_R-'-AN_S_M_IS..:::...;Sl..:::...;ON....:..,_.::M~Al.'-"'N __ __.~ u~ R.c.E. "0•33799 PLAN AND PROFILE _@. ~ f--lt}-~-+-l-.H-1. f---OC-E_/v1._:tl_C_O_M_M_c._N_Te ___ f-----1DATE s/1,bs STA. 454+00.00 TO STA. 463+00.0Q ~ 0 CAMARILLO 1-.:....-l---+-------------------l---l--------------'----------------------------1/ ONE JENNER STREET, SUITE 200 0 SAN BERNARDINO DATE BY DESCRIPIION APP'D DESIGNED SEC DRAv,tj-OM/SEC CITY OF NEWPORT BEACH W-5240-S ~ IRVINE, CALIFORNIA 92718 0 SAN DIEGO CHECl<EO DATE 1---------l_S. '"--------------------------------------------------------------------....L....:...71:.;:4:.._-..:.7~2:.:,7_-.:.7.:::09:::.9::.,_ _____________________________ J _________ R..:.E'A_S:..ION.:...:.s ________ __JL_ ___ T_LE_L_ _ _:4/..:.9_5_L __ _:u_T..:.IU_T1.::..[S;__:_D[:..P_A_RT_M..:.EN_T ___ _,! _ _:s_HE:.:E:..T.:9_0_F...:2:.5:.....JI .... ,(:I; . a .. '' .0. ... _. __ __!_ ~ l i===""·· • ---J·---;-· . : ----: ----:-• •• -,--,. --~ : re.:.:+=:+ . i H""""""""' mm f' H) ... :t:::·= i ~ (···-j ~ . ·-.;. . l : . ----'--- ••• • • i •• '. , :,: ~~~¼ii~'E2lV38 ; Jt ' : H:G!Rf.Z.,.~'.E'.I' • • ' • 463 464 465 466 467 MASONRY WALL AS REQUIRED) 9 STA. 463+95.00 6 STA. 463+86.25 HORIZ. & VERT. 4 PT. 11 STA. 463+35± STA. CTS 463+00.00 71 #13 [)'Tf-;_:_)-; l ! . L. ... N 0-13'4 ' E 2568.43' , .. , ... .,., .... ·:;:::::::::/ ~·-···· i i . .-· 275 ,,,,,, ............................ ,. .. ;; ............ ,,,,,,;~r,.,.,.,.,., ,,,,, l,;_ •''''''""''"''"'!' mHHm■c=:=: .......... _ .. i .......... ..! ,. I - I •~ STA. 464+06.00 -----------<79 BEGIN BORE & JACK I TALBERT AVENUE N 0•22'06" W 143. 73' PROPOSED BORE PIT STA. 463+60.00 VERT. 4 PT. STA. 463+55.00 B 6 STA. 465+22.00 END BORE & JACK'--../'-~ CTS #14 STA. 465+29.98 6 HORIZ. & VERT. 4 PT. PROPOSE j · · ·RE6E-IVING PIT ,, 467 ............ -. ---..,..---...... ,-".;.=-==·· :··:;: ~-.'"" ·: I".·: : ~"""'i ; ... .,.,;:; ii , ... -' .•• ,' ! t , .. : . .-i .,Ji • EXIST.! A.C.,; @!.. ..... EXIST. 2 -8'x6' RCB'S ;, ... , ....... . STA. 466+05± 11 STA. 465+80.00 6 VERT. 4 PT. 468 SCALE HORIZ 1"=40' VERT 1"-=4' -Fl l =====;==c· 469 .. i" ... ........ .,.,.,.,.,., .. ........ r t-..... L .... 470 ... j· ------ . ··-··+-----< <--•••••1•••••• •~ L &x1s'n ThVER • -l ; .• ·····-+··········i-·-· ··+· ----< --... •••HMM••••••--• ••: .. :~~i. . ........;,...-• -·~---· ~ 1 ; . -. ··----. ------- ~ . • ::' ' ; '. ! ••• i : • : ' . l I j • • ; '. : ~ :"~ m••••-~HHHj;; ...... i. -: : = ... , .. ; ..... ; ........... ; .......... 1-......... i .......... ,. ..... 1•••••••••••;•,omo,"'"'"" --~-: ~:+.:::::; i . ... ,::: ·••'\'"=:l:·c:··~ ..... *, .. ~ .... ~ ................................... , .................... .. ~i:t~o~ !I . ' ~=~sf __ _ _['. . •.... : j .. : : ! ~ , •••• i : :., •••• I ··~ •• ' . • ··-----· • ·. ·~-----~----... ~ ........... , ...... . 471 472 473 PROP. 36-INCH WATER MAIN {,' ' ....................... ~ .......... _ i,: •• ... , 468 N 0"13'4 ·E· 2574.00' 469 '1-70 ==·tel.===· .. ,.-. · • 281 , ,cc'ec· -· CHt!NNfL · .,:.,·: : / L........... r ............. .,.,J ! ====== .......... . .. .. ,,,_.,.. ___ ,,-.~~-Ft",-,,..---. --. ·:1· ......... , i' I ' ' :,i .. 4 STA. 470+50.00 CTS #15 70 ,--;, ---/ --T('"" , -l..,•••m .. ~ • --~--• ---~-~ . ,•· '1-72 .....,_. ___ ~~----"-----------...,. .. -.-, ..... ~ .... ·~--.. ~· -·. ·c.,.;..;.-.... -.. --,--,---.. --, '., •• : ;"f-,: ... ' • ·, ...... ,. ........... .,.,:, I I ,_ ! ! ·J ;,,, .... :t I ,.... ,.... I-w w :::c (/) 0 wq wO Cl) <;> I C") t--- w-.::t-z. -< ..J I- :::c Cl) 0 I- c( ~ 0 © ® ® @ @ @ @ @ @ @ CONSTRUCTION NOTES INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. INSTALL 3o' 22-1/2" BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL ffi \}y INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD.-515 -L, ALTERNATIVE ORIENTATION INSTALL ACCESS BLOW-OFF ASSEMBLY AND MANHOLE PER DETAIL ffi ~ INSTALL 36" D.I. LONG PATTERN MECHANICAL JOINT SOLID SLEEVE (CITY SUPPLIED) IF REQUIRED . CONSTRUCT TRENCH PAVEMENT REPLACEMENT PER DETAIL ffi \}y REMOVE AND REPLACE EXIST. CHAINLINK FENCE AND GATE PER COUNTY OF ORANGE FLOOD CONTROL DISTRICT REQUIREMENTS INSTALL DUAL SINGLE ANODE TEST STATION PER DETAIL ffi ~ INSTALL CASING TEST STATION PER DETAIL ffi w PROTECT IN PLACE EXIST. BLOCK WALL BORE AND JACK 54-INCH STEEL CASING, 3/4" (MIN.) PLATE, WITH 36-INCH DUCTILE IRON CARRIER PIPE (CITY SUPPLIED) PER DETAIL ffi ~ TALBERT CHANNEL (D 02) RECORD DRAWINGS Tllete ~ Drawinp Me !iee .. n pr~N!d bil$1!d on ,1-.tor111,,. ""' suli>milled in 1111rt llygtt,er£. While this inlormatiOi, is beloeved to be tlllaDle, A8LCon1111tlng Engineers Ds not responsible for Its accuracy, IIGf lo, 1rrora or omls■lon1 which may have been incprporah!d into fflillt 111an1 d! d fHUII. Z0 1" -40' - --- --0 40 80 NOTE: REFER TO TYPICAL CHANNEL CROSS SECTIONS, DETAIL ffi w AND TYPICAL CHANNEL TRANSITION CROSS SECTION, DETAIL ffi w ASL Consulting Engineers □ ARCADIA ■ IRVINE □ PALM SPRINGS .---------to C-3004-L " II REACH # 3 36-INCH WATER ~ 1--= _A-TRANSMISSION MAIN 00 >----+---+-----------+----1 u~llfM:cioR -Rl.Nlo. 38799 1-----P-L_A_N_A_N--□-P_R_O_F_IL-E-----11 {TEVEN D. TEDESCO RCE C039261 EXP 12-31-97 .. /ic Ji-. □ CAMARILLO £ 18-'1;., L.H OCEMA COMMENTB t::--::--t--+----------t----1 DATE ,;/re/~,; STA. 463+00.00 TO STA. 473+00.00 s ill ONE JENNER STREET, SUITE 200 APP'D 11:SIGNED SEC ORA"'JD~/ECJ CITY OF NEWPORT BEACH W-5240-S Si □ SAN BERNARDINO DAIE BY DESCRIPTION 0 --------------------------------------------------------------------'-_;_~;_~;...~..:~..;;·2:.:.i_~..;.~.;a~.::.g9.::.R_N_IA_ 9 _ 2 _ 71 _ 8 __________________________ __. ____________________ _._CH_ECK_E_o_TL_E_L.o_A_TE __ 4/_9_5_..._ ___ u_n_u_r1_Es_oE_P_A_RTM_rn_T ___ __. __ ,s_HE __ c_r1_o_o_F_2_5___,;_ □ SAN DIEGO REVISIONS ½ r * w + Q .. .,l- ' "' ~ .l,. -I VJ + 0 C ... . ... . . . . . . . . . . .· . . .. . . . . . t--+-+; -+lei g, :or 1~'::::'311 S • '0 : ! .......... ,f,_ .. ···::t\~ ~~:... . ........... --- •• • l --· ' • •• .. < .. t ··- !. • I •• "; """(' . 473 0 T""' ! :\ : .. ,, ···' ' 474 475 Z0 1" = 40' ------0 40 80 r __ _,r '-) ; I 476 . . . ..... J ........... t.. .. ' ,. 477 70 STA. 477+50.00 CTS #16 PROP. 36-INCH WATER MAIN ,-------------------{4 ' ''."! .. :j'. ' ( }" .. ' 477 N 0•13'47" E 7 478 7 SCALE HORIZ 1"•40' VERT 1"=4' STA. 478+90.00 VERT.;,. PT, STA. 478+50.00 VERT. 4 PT. 2574.00' 478 ~----.-.... ,: ......... '-... __ rJ t-·'~-~~ ) ·1! ............... L. ;; '" i;f: ' ~' ', ~-~-,................ 1·\ I ( r' \ 1 i. _, . .. ( 479 .. ····-~ " ...... . '. ii' ii-' 480 481 STA. 479+20.00 VERT, 4 PT, 7 ··~ ---""""""'::"''''"'"""'~".J \.' .,,, •••• '. _ ...................... ,!;;, :1 .[J~; . •' ' , -11 ,, •. ·_ · ,76 (TYP.) ,.; i . . . . •.... • --: ---: r.=:::~:::.:,:.~,,,_;,:,: .... .,.i·--·":::~'.-l __ . '' .. : .. --· ......... : .. . CHANNEL ••••••••• ,-----· • ' .. ~· ' _i'· ...... ' -······r···-l- ................. , ''' '"'"~ \ ............... _ 482 QCFCD RJw· ' ' • ' ' , ' . ... .. 10:::;: ... ' -~==~~t-+4--~~·· --f---c-1:===<f>i ' -~ i ! .. . r •• ·= w;;a=:; , W,e . - -: -----··-··. "''""•••-!-••••"!•UH •• m '-•••••••• •• 483 ·:,:::: 1 ............. .. (\I T""' 1-w w J: Cl)O wq wO Cl) ~ I CV) CX) w~ z. -c( ..J 1- J: Cl) 0 l- CONSTRUCTION NOTES G) INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. 0 INSTALL 11-1/4• BEND (CITf SUPPLIED) AND THRUST BLOCK PER DETAIL ffi w ® INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CIT( OF NEWPORT BEACH STD, 515-L, ALTERNATIVE ORIENTATION 0 INSTALL ACCESS BLOW-OFF ASSEMBLY AND MANHOLE PER DETAIL ffi w POTHOLE UTILITY PER PROJECT SPECIFICATIONS INSTALL GUARD POST PER DETAIL @ INSTALL DUAL SINGLE ANODE TEST STATION PER DETAIL ffi '1§7 PROTECT IN PLACE EXIST, BLOCK WALL REMOVE & REPLACE EXIST. 6" CONC. SIDEWALK PER CITY OF FOUNTAIN VALLEY REQUIREMENTS L.OCFCD R/W 80 i .-aTYP, SEE PEDESTRIAN BRIDGE DETAIL~ t EXIST. PEDESTRIAN BRIDGE e( ~ NOTE: REFER TO TYPICAL CHANNEL CROSS SECTIONS, DETAIL ffi . • . . .• • • • PROPOSED 36-INCH WATER MAIN CONCRETE PILES FOR PED. BRIDGE ABUTMENT PEDESTRIAN BRIDGE CD SCALE: 1" = 10' TALBERT CHANNEL ASL Consulting Engineers '§TEVEN D. TEDESCO RCE C039261 EXP 12-31-97 Q..§7 CD 02) RECORD DRAWINGS lhe5'! ~cimi ~mwmgs ha•"~" 1~.r"i"11>ed !,;,sod on inlo•maiioa1 %wbmitted '" part i,yoll,ffi;.. Wlniletthl~ information Is bel1e"'-'r<l lo t;e te!iablc, ASL Consilitong Engineer$ is oot responsible tor Its acc11racy, """' for errors or omissions which mayhavebl1nincorpo111lllltnl0 these plans as• result. □ ARCADIA ■ IRVINE □ PALM SPRINGS ~ □ CAMARILLO £ □ SAN BERNARDINO r----------lc, C-3004-L tj- ,1 REACH # 3 36-INCH WATER ~ l=;;__ ___ * TRANSMISSION MAIN CT ----1----l-l/-R,_1:'C_O'?lJ __ Q_~-~-,-N-G-l/-----l----1 u~~.NO. 38799 1----__:_:....:P.:....L::....A:..:::N:..:..:.:..:.A-=N-=Dc...=....:P-=-R-'Q-'-'-F-=-IL;;..;.E...:...._ ___ ---li OCEMA COMMENT5 DAT£ ,{c.{,,; STA. 473+00.00 TO STA. 483+00.00 :s lf·'i>7 ERG -/8-"f!:J l-H. 1---1---~--------------~-+--+------.------t------------------,--------f;;; DATE BY ONE JENNER STREET, su1TE 200 oescR1PrI0N m·o oEsiG11rn src DRAIINJDM/ECJ CITY OF NEWPORT BEACH W-5240·8 :=;; IRVINE, CALIFORNIA 9 2 718 REVISIONS CHEO<ED TLE DAIE 4/95 UTILITIES DEPARTMENT SHEET 11 Of 26 L. ___________________________________________________________________ J_:_7.:;14::.;-:.7:.:2:.;7:.::-:..:7~0:.:9:,::9 ______________________________ .J.. ____________________ ..__ ____ J.... ____ J.... _____________ .._ ______ ....J z 0 SAN DIEGO 1-----------1;3. ~ ~ ~ ~ t ~ ~ i ~ :::, 3 ~ ' ~ <::,· ~ r f VI -;- --A s ..... \N .... • 0 of- <!: ... ~ ~ ~ ~ ~ 0 j .i ... :o· ·o·····•··· i • i i --··-c ___ , 8. . . . . -. . ' ··········•----: -. -·-· ' . -~---' ..... is::::r: -• • -t r • ' ' ., ···-r 483 Z0 1" = 40' - -- 484 ~-.,,.,...~---.... , '--->:~ I i • ~;; -~.--r-· . .,c .. J'': .. --,- ....... ,.,;.,,,, - --0 40 80 485 STA. 484+50.00 CTS #17 i !' .. t:~···•1111:" ............ ,,,, .... , ... ,,,,,}_ 70 15 4 ·•· ( . ..; . s~tr-~Lldr SG-319-8::f::i • •. : ]6!':,tJr . ' ' -..... 1 : ·• .. ~.:_; : •. ~ --:-·T .. ·:··· • ::i. ~ T : ·: • 1 ·, ' ,-~-~-. . · ...... ; . 486 487 PROP . .36-INCH WATER MAIN ~----------___;;;:_ ___ -(4 ........ ...; ·" ................ . . . ! . . . ""'""'""""! 488 SCALE HORIZ 1"•40' VERT 1"•4' 70 STA. 489+50.00 CTS #18 ' II ... ,.J .! ,.... \ . ': -~----,,,,_ .. , ....... , ............... '" """""""""""""""""'"''''' TALBERT 489 7 J 490 7 1-"S::'T A:=.:·,...4.;,:9:..;0:..+:...;6:..:0:.;.. o;:;:o:c......,, VERT 4 PT. STA 490+ 15.00 ,, EXIST. 10' ESMT. ~ ' • ...._ ...._ If) .-...._ VERT. 4 PT. ...._ \ '-l "'EXIST. .. /4?1 • .... ,& ... / • ·-:..: ' 36-,fNGH/~ATER 9 STA. 490+90.00 I t ••• . . . . t:: •• ;.,.1 ...... ~·-·· .. ~ • --1 • • ' 491 599 STA. 599+20.00 ,--"-"-'--'--'-~"-="'-'---,16 SLATER AVENUE Jff-+...;:...:..c::jg,Ss::--=-:.::. 66 "RCP ~ ----- 9' I (TYP.) Ii .. ·. I BEGIN CONSTRU ION _,.-:....P...:...Rc.::.O..:...P.:..... .....::2:...,;4'-----'-'I N.:..C=-:H..,;,.__cW..:..:.A...:...:T..:::E_R---'-"-MA:...clc..cN-{1 7 STA. 599+40.00 18 it_ MANHOLE STA. 599+55.00 8 STA. 599+60.00 13 VERT. 4 PT. STA. 599+80.00 13 VERT. 4 PT. ST A 491 + 03. 98(PROP. 36 •• PIPE) = STA 600+00.00(PROP. 24" PIPE) -------"------~"---114 If 36" TEE ffi SEE DETAILQ OAK STREET STA. 600+20.00 13 VERT. 4 PT. STA. 600+40.00 13 VERT . .21'. PT. STA. 601 +00.00 18 it_ MANHOLE STA. 601 +20.00 ..___...::..:'-"--=-=..:....:..:::.;:.;.::..::..._-i,s END CONSTRUCTION CHANNEL (D 02) NOTE: REFER TO TYPICAL CHANNEL CROSS SECTIONS, DETAIL ffi w . ----. ----.... . i.-·=-·5 ("" ·····t . ; ' ' ..... , ..... , 0 0 .... ; ___ : ___ _ -----:---· -+ ---~-,_--.. -'½-'c"f:""'F'+-- .. :: l ; VJ,~;-+-'+-"+-. : . -:·:· ··i -+-- ~· ~=!=1 ~:::+ . ···• :r::::1~:=:::=--; ...... , .. :c::,: •--~~-r 1•. I .. "'f ""''"l·· -~! 600 601 CONSTRUCTION NOTES INSTALL 36-INCH PIPE (CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. INSTALL 36'' 11-1/4" BEND (CITY SUPPLIED) ANO THRUST BLOCK PER DETAIL ffi '117 INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD.-515-L, ALTERNATIVE ORIENTATION 0 INSTALL ACCESS BLOW-OFF ASSEMBLY AND MANHOLE PER DETAIL ffi \J:§7 @ INSTALL 24" 22-1 /2' BEND (CITY SUPPLIED) AND THRUST BLOCK PER DETAIL u"-,, @ @ INSTALL 36"' x 36" D.I. TEE (FE x FE) {CITY SUPPLIED) AND THRUST BLOCK PER DETAIL ffi \JV @ CONSTRUCT TRENCH PAVEMENT REPLACEMENT PER DETAIL@ @ INSTALL 24-INCH DJ. MECHANICAL JOINT CAP. (CITY SUPPLIED) @ INSTALL 24-INCH PIPE {CITY SUPPLIED) PER CITY OF NEWPORT BEACH STD-106-L. TRENCH RESURFACING PER DETAIL ffi @ '117 INSTALL 24-INCH VALVE AND VALVE VAULT PER SHEET 14. @ POTHOLE UTILITY PER PROJECT SPECIFICATIONS. ® REMOVE AND REPLACE EXIST. CHAIN LINK FENCE AND GATE PER COUNTY OF ORANGE FLOOD CONTROL DISTRICT REQUIREMENTS @ INSTALL 36" x 24" D.I. CONCENTRIC REDUCER (FE x FE) (CITY SUPPLIED) @ INSTALL 24"" D.I. M.J. x F.E. ADAPTER (CITY SUPPLIED) @ @ @) INSTALL 36" D.L M.J. x F.E. ADAPTER (CITY SUPPLIED) INSTALL DUAL SINGLE ANODE TEST STATION PER DETAIL@ REMOVE AND REPLACE EXIST. CONCRETE DRIVEWAY AND CURB AND GUTTER PER CITY OF FOUNTAIN VALLEY REQUIREMENTS. RECORD DRAWINGS Tnese Record Drawings t,av., Ileen prepared based on informs'. .. submi!led in par! by others, Whilelhis information is bcl,ese-J , .. ,, -ble, ASL Consulting Engineers is not responsible for :Is a, ·· _,,. tor errors or omissions which may have been mcorporat<:o , ·o r----------1, I ffr~st:! µ1a11s as a result. r--A-S--C---,-.--E--.----□=--AR=-=c--:Ao=-iA------,r---r--,-------------,-TAl'l'l!mtlr------,----;::R-;:-EA~C~H:--#~3---::;3;-;:;-6~1;-;,N-;-~CH~W;-;-A:;:;TE::;:::R:--1~ .:,_'v~ D. 'to<". onsu ting ng1neers • IRVINE .!'=__ ,,\-TRANSMISSION MAIN ° C-3004-L ~ 1f7 g / ~C--□ PALM SPRINGS u~em-='R~f. NO.J8799 1----__;_,:_P.:..:.L..::..A.:...:N:..:..:..:.:.A-=-N-=-D:...=....:...P.:.....R""o.:..:.F;:;:IL:....;_E ___ -li • :::i· ~J; STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 D CAMARILLO ~ -/{J-'1~ L.H. OC€MA COMMENT~ DATE 5&{~~ STA. 483+00.00 TO SLATER AVENUE ?, s~~:·. 1!:~. {D /V\\, ~~N~:NcNAEL~F.5~~~ET92~~~TE 200 ~ ~:~ ~~E:~ARDINO DATE BY DESffilPTION APP'D DESIGNED SEC DRA\IN JDM CITY OF NEWPORT BEACH 1--_w_-_5_2_4_0_-s_-li .._ ____________________________________________ 0 ______________________ ...1,....;.7.:..14.;_ __ 7:...;2;;.:7_-..,:7_;;0;,;:9..:;9 ______________________________ ..L _________ R_E_VI_SI_ON_S _________ J...CH_ECKE_D_T_L_E...1._D•_TE __ 4_/_95_.,_ ___ u_T_IL_IT_IE_S_D_£P_A_R_Ti.t_E_N_T ___ _,___s_H_EE_T_12_0_F_2_5--'z 1/1 i)"\-- A Cl) w -t Q C ;I- 22.0 LF -PAY LIMITS FOR VALVE & VALVE VAULT 1-------------------- r \, / '\ A I G) i 0 I 0 ~ - ' "' I cc, ~ I I') - @1 . . . ~ . . r !--,,__ I I I I I I I I - ' I I ' I I I I r...-< . • . ·' . TYP. 18" MIN. . • • . • . • . . • I I I ' I ' ' - ' I I I I ' ' . . . • .. • • • . . . . ,/) -\,,./ }.(\.··············==·-= .... --=-= >;;::..,. -======t------ --'-......... -... . PROP. 36" WATER TRANSMISSION MAIN (TYP.) 4 39 ·~ PROTECT IN PLACE EXIST. POWER POLE ' ' I . '• ' ,. I . . 4 . • • . • EXIST, CHAIN LINK FENCE PROTECT IN PLACE I I •• ~ ., ' I 27 3• -o· 38 00 11=1=!==11 ~ • z co -::, 8" IL I • -@)1 : I I I I TYP I 33 ~I I 27 12 .. 1 I : If.!} _______ J I .,_ ________ _J 38 ;g~B 00 :c ,-.. z + <( l:;; ::, "> I 12'-Q'" ~ Vl 1% SLOPE 38 ---- ' 34 ---,,--,,---/·;. ;;._...,... ____ _;__...,.... _______ • •. .. .. , r---_ .. ,, ... ·-..... , I ~ I \ \ ,~ i'i::;. -.. _ , ... '•··. --@ . . 43 • • •· I I I I ' I I I I I I I I I . • ----- ---=:: - -- ) -<t \ ,,-----.:___':,_• --EXIST. CONCRETE SWALE 8" MIN. 31 32 7r " II JL B PLAN SCALE: 1/2" = 1'-0" 28 EL. 10.1± 3'-6" ."----PROTECT IN PLACE EXIST. POWER POLE EXIST. CHANNEL ALL WEATHER ACCESS ROAD SEE DETAIL (TYP) 12" 1.,-1 --18 .. 18" •-.··- 23 '" "• "• :: \ ,----~ -- !! R ! "Ir I "' I I 11< I I 11' I I :J ,--.(TYP.) ~--~-:_L ~) --'----, ' . ~---J ' 24 0 29 -@ • ,,-;c ~ , -. . . I') ' . • • • • . . . ' I • ~-• -t. ' • . • 25 ' • . . ' E .7± SECTION A-A 41 SCALE: 1/2" = 1'-0" REMOVE AND REPLACE 39 • I I I " ~-• cc, .~-• I ;.... . 4 CITY SUPPLIED ITEMS 36" D.I.P. CLASS 52 (RESTRAINED JOINTS) 30" D.1.P. CLASS 54 (P.E. X P.E ) (7-FOOT LONG) 30" D.LP, CLASS 54 (F'LG X P,E.) (3-FOOT LONG) 27 2'-6" 33 18" 30" D.I.P. CLASS 54 (FLG X SHOULDERED END) (1 FOOT-6 INCHES LONG) 30" D.I.P, CLASS 54 (P.E. X SHOULDERED END) (5-FOOT LONG) 36"x30" ECCENTRIC D.I. REDUCER (MJ X MJ) CONSTRUCTION NOTES 1 O' X 12' PRE CAST CONCRETE VAULT WITH "H-20" LOADING. QUIKSET SERIES 101281-7.5 OR APPROVED EQUAL. VAULT EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 30" X 36" NECKING WITH ACCESS COVER. COVER TO BE ONE-PIECE, HINGED, SPRING ASSISTED, DIAMOND PLATE, STAINLESS STEEL DESIGNED TO CARRY H-20 TRAFFIC LOADING. U.S. FOUNDRY & MFG. CORP. MODEL THS OR APPROVED EQUAL. NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 42" DIA. NECKING WITH MANHOLE FRAME & COVER ALHAMBRA FOUNDRY CO., NO. A-1513 OR APPROVED EQUAL CENTER MANHOLE OVER 30" VALVE, NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 30" VICTAULIC COUPLING, STYLE 44 FOR SHOULDERED-END D.I.P, OR APPROVED EQUAL. ® 30" BUTTERFLY VALVE, M & H VALVE co_ STYLE 1450 WITH LIMITORQUE OPERATOR MODEL WTR-72 OR APPROVED EQUAL. @ STAR TIEANCHOR Ill JOINT RESTRAINER, FIG. NO. S18 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL (10 PAIRS REQ'D WITH 3/4" STAINLESS STAR TIERODS AND TIENUTS) . @ 30" FLEXIBLE COUPLING (D.LP. X D.I.P.) @ ® 12" DIA. SUMP WITH CAST IRON GRATE & FRAME, ALHAMBRA FOUNDRY CO,, NO. A-2020 OR APPROVED EQUAL. SEAL PIPE TO WALL JOINTS USING INTER-LOCKING RUBBER LINK MECHANICAL GLANDS -"LINK SEAL" MANUFACTURED BY THUNDERLINE CORP, OR APPROVED EQUAL. WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD. DWG. NO. STD-530-L. 8" PVC, SCH 80, VENT PIPING WITH LONG RADIUS BENDS . I ' I MANHOLE 't I ' EXIST. OCFCD EASMENT I EXIST. FENCE ' I 28 ' I . . EXISTING CONCRETE SWALE 37 " " " " " . . " " 0 • 3· 6"' EXISTING\ GRADE ····· . , .... ,, ... , •••• --•·" .... ' I ' I 26 . . •, ·..::·< ~>,, I ' I 40 I ' I 12· 36 ' I 3'-9" ~ I"'' e--__ .c.,__:_ ___ t~1--=-j ..... ~------JL-(' 18" 34 TYP. SECTION 8-B SCALE: 1/2" = 1'-0" PVC VENT STACKS PER DETAIL @ PIPE SUPPORT PER DETAIL ffi \,j]7 30" X 36" ECCENTRIC REDUCER (M.J. X M.J.) WITH MEGALUG JOINT RESTR~S (OR APPROVED EQUAL) AND THRUST BLOCKS PER DETAIL 4 17 LIFTING HOOK (1 TON CAPACITY). CRUSHED ROCK BASE MATERIAL. INSTALL 2 EA. NO. 1/0 A\IIG HMWPE BOND WIRES. ATTACH WITH CLICK SYSTEM AND STAINLCSS STEEL ANCHOR BOLTS. ALUMINO-THERMIC WELD, TYP. 4 PLACES, SEE DETAIL @ 30" X 2 1/2" IPT SERVICE S_.DtJLE WITH DOUBLE STAINLESS STEEL STRAPS AND NYLON COATED MALLEABLE IRON BODY. 2 1/2" X 2" NYLON BUSHING {M.1.P. OUTLET X F.1.P. INLET). 2" CORP. STOP, (IPT INLET AND OUTLET) . Rt.CORD DRAWINGS rnese Racorlll OraWi1181 llave been prepared based cm Information •"~milted on part by Cl!MIII. While this information Is believed to be 11111111e, ASL Conaultlng Engineers Is not responsible for its accuracy, nor tor 11rora or oml11ion1 Which mayhavebeenlncorporatedinto 111911 Planl 111 re1ult. C-3004-L ASL Consulting Engineers □ ARCADIA REACH # 3 36-INCH WATER " I 7 -~ ;:~:E SPRINGS l---+--+---------'---1-----l u~e~R~Eo$.38799 t--___ T_R_A_N_S_M_IS_S_IO_N_M_A_I_N ___ --1 ~ ,/lf.__ ,1 vz,,__ _ ""[' 30-INCH VALVE & ., J -t;, -□ CAMARILLO ;;;;.l-7_-,,,---t---,r----------1----1 DATE s/ro/~, VALVE VAULT DETAIL ';-STEVEN D TEDESCO RCE C039261 EXP 12-31-97 1£:. ,v-,..., L.H OGEMA COMMENTB "' t---t---t--------------+--t-:-::-:-:::---,------11---------------,--------t:'l- ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY ,J>P'O DESIGNED DRAWN CITY OF NEWPORT BEACH W-5240-S :g m m m IRVINE, CALIFORNIA 92718 0 SAN DIEGO 1--------1 ~ L.. ______________________________________________________ ..J. ____ ..:::::::::::::::::::. ___ ...1...1.7.!;14~-:.7~2~7~-:..:7'..!:0~9~9------------------------:_ _____ .l_ ________ _:R::;E:_:Vl~Sl~ON'.'.:S'.._ ________ LCH:ECKf=O-.:xx~x...1.:::DA.::TE:_~x:::x/:::95:J ____ u'.::T'.'.:IL~IT~l[:.S.'.'.D~[P~A'.'.:R.'.'.TM~E~N.'..T ___ .l___.:S:'.:H'.::EE::T~13~or'...2~5_J z \ ~ .,, ~.I < t ~ ·~ (,, 'I K r f :ls ~ ~ ~- "' .._ I:> • -'S 37 I MANHOLE <t • • I I 59 I 58 EXIST. CURB & GUTTER • • [ EXIST, p-'-. ~_--1:. _11-_--I_-. ,.11 ___ ~---.---~-~::~ • • l-"" ,,.. .---, --... :..o.;;...!l..3 §~§§~~§§f=F=:!==t===77~y====c~rl§.§s§s§~~--~~r..i_{:_~J' "-' -~•-.•-- ll-.J-l:.r1 .,. ~ -·--~.; _-•-. 4 • ,; •· • • • • 57 40 • 12" 3'-4" . 0 I 3' j O" 2·-0· I I I I I 40 33 18" 41 SECTION 8-8 SCALE: 1/2" = 1'-0" 34 TYP. 36 SIDEWALK "<0 I ..... -~ STA, 599+40.00 E L. 12.6± STA. 601+00.00 EL. 12.8± 17 HIGH VENT ---..i 571---~ TYP.34 TYP. 34 . 1 {42) ~~ • 1500 LF -PAY LIMITS FOR VALVE & VALVE VAULT MANHOLE t Oo Oo 0 . ... g + + a,_ a, 0 .,., <O B 37 LOW VENT ----' 6" MIN. TYP. 1% SLOPE " ..._ ' ,_..,_..,. \ --'---H-H+H----'( \ ) I 18'" 3'-o" \__ ~ [J3_ .L .. -3 - 4 1'-6" 1" GAP ~ I ___ j .. .. • . ' •. 1. 10· -o'" -1 PLAN B SCALE 1 /2" ~ 1'-0" STA 599+40 00 EL 22 7±_, /STA. 601+00.00 EL. 23.0± 5B -• :" ·, .... :,,. ' . . .. ·' , ... 6.. ; . : • .. "-' ·ru-r,...r --' ~ h,..r. "' . •• .. .. . . ' • :, -~' . • .... . . ' . 2· -6" • . . . @sEE k.r 3'-0" Cu-'"t..i '"'---r DETAIL\ (TYP) t ~ i -u-.,_,. "U" .,_,. ~-I -\ -- • _-,:,1 io --.,_,. . . . .... ts· MIN. 12" " ,;·!----~ . (TYP,); I 17 52 ,.· .... _ ·-.. ~ ~-.. • .. ::.~ <: • • . . EXIST. CURB & GUTTER 'ro I ... .... I ;,-, ' 0 I <O 0 I b, A CITY SUPPLIED ITEMS @ 24" D.I.P. CLASS 52 (RESTRAINED JOINTS) @ 24" D.I.P. CLASS 54 (P.E. X P.E.) (7-FOOT LONG) ® 24" D.I.P. CLASS 54 (FLG X P.E.) (3-FOOT LONG) @ 24" D.I.P. CLASS 54 (FLG X SHOULDERED END) (1 FOOT-6 INCHES LONG) @ 24" D.I.P. CLASS 54 (P.E. X SHOULDERED END) (5-FOOT LONG) CONSTRUCTION NOTES @ ® @ @ ® @ @ @) @ @ @ @) @ STAR TIEANCHOR Ill JOINT RESTRAINER, FIG. NO. S18 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL (8 PAIRS REQ'D WITH 3/4" STAINLESS STAR TIERODS AND TIENUTS). 12" DIA. SUMP WITH CAST IRON GRATE & FRAME, ALHAMBRA FOUNDRY CO,. NO. A-2020 OR APPROVED EQUAL SEAL PIPE TO WALL JOINTS USING INTER-LOCKING RUBBER LINK MECHANICAL GLANDS -"LINK SEAL" MANUFACTURED BY THUNDERLINE CORP. OR APPROVED EQUAL. WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD. DWG, NO, STD-530-L. B" PVC, SCH. 80, VENT PIPING WTIH LONG RADIUS BENDS. PVC VENT STACKS PER DETAIL @ PIPE SUPPORT PER DETAIL ffi \J.§7 LIFTING HOOK (1 TON CAPACITY). CRUSHED ROCK BASE MATERIAL. INSTALL 2 EA. NO. 1/0 AWG HMWPE BOND WIRES. ATTACH WITH CLICK SYSTEM AND STAINLESS STEEL ANCHOR BOLTS. ALUMINO-THERMIC WELD. TYP. 4 PLACES, SEE DETAIL ffi Qy 24" INSULATING FLANGE KIT. SEE DETAIL ffi Qy 8' X 10' PRECAST CONCRETE VAULT WITH "H-20" LOADING. QUIKSET SERIES 550BT-7.5 OR APPROVED EQUAL. VAULT EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS . 30" X 24" NECKING WITH ACCESS COVER. COVER TO BE ONE-PIECE, HINGED. SPRING ASSISTED, DIAMOND PLATE. STAINLESS STEEL DESIGNED TO CARRY H-20 TRAFFIC LOADING. U.S. FOUNDRY & MFG. CORP. MODEL THS OR APPROVED EQUAL. NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 36" DIA. NECKING WITH MANHOLE FRAME & COVER ALHAMBRA FOUNDRY CO., NO. A-1498 OR APPROVED EQUAL CENTER MANHOLE OVER 24" VALVE. NECKING EXTERIOR SHALL BE WATERPROOFED PER PROJECT SPECS. 24" VICTAULIC COUPLING, STYLE 44 FOR SHOULDERED-END D.I.P. OR APPROVED EQUAL 24" BUTTERFLY VALVE. M & H VALVE CO. STYLE 4500 WITH LIMITOROUE OPERATOR MODEL WTR-36 OR APPROVED EQUAL. 24" X 2 1 /2" IPT SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS AND NYLON COATED MALLEABLE IRON BODY. 2 1 /2" X 2" NYLON BUSHING (M.I.P. OUTLET X F.1.P. INLET). 2" CORP. STOP, (IPT INLET AND OUTLET). 24" FLEXIBLE COUPLING (D.1.P, X D.I.P.) TYP.~4 :\ @- \ 71 -~61 31 \ 43 62 ~ 53 3 ~t-f= I "-l ~ @ -\ " PROP. 24-INCH WATER MAIN (TYP.) '-.. ' .. -.. -.. ~ C: ' I I I I .. -.. I I I I : H-I I -I I I I I I -~ ~ - ~--~ -' -... ,-2, I ."' ~ • 60 61 = = . ®-. I I. la• MIN. SECTION A-A SCALE: 1 /2" = 1' -0" ~ II " ~-- II II " I" ..l. , 1,:, -. c, ... (33) ./ .. .... - ' ~ 12" • (TYP.) -.. -.. \ \ .., ~ '@TYP. RECORD DRAWINGS 1lllff Record Drawings !lave l!eon prqiared ruse</ or ,..,, , " -; " subrn;neo in part t,yolhers. While !his inlormaiion ,s 00!1•.•,· .c ,, :.)i, ,eliabfe, ASL Cons-ulting Engineers is "olrespons1ble tu, ,to ace,.· o•· , nor for errors or omissions which may have been incorporateo J11t~,. these plans as a result. C-3004-L ASL Consulting Engineers □ ARCADIA REACH # 3 36-INCH WATER ~ /4c.___ /JZ-_ ~ ~~~E SPRINGS t----+----it-------------1---1 u~~~199 ~--1 -;-:-N-1~-~"-~-S-~...:..~c...~-y~;...._A~"-N;...._ __ -1 i STEVEN D. TEbEsco RCE co39251 EXP 12-31-97 □ CAMARILLO £. 1-18-'15 L.H. OCEMA COMMENTS o,iE 5 "' % VALVE VAULT DETAIL "' ONE JENNER STREET, SUITE 200 0 SAN BERNARDINO i--o,-,E-+-B-Y-+-------------+-AP-?'-o-+-DE-SI_GH_E_D __ ~DR-A'IIN---4--C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H ___ W ___ 5_2_4_0 ___ 8_-4 ~ IRVINE. CALIFORNIA 92718 0 SAN DIEGO xxx XXX 1---------'§ L------------------------------------------------------L ___ ____::::::::::::::::::_ ___ J_!71~4~-~7~2~7~-2720~99~--------------------=.:.._.:..__.:._:::..:...:.._ ___ j_ ________ ~R~E~~~~~O~NS:_ ________ L.~:M=O-~xx~x_i:M:lE:__:~~/:9~:J_ ___ ~u~T~IU~TI:ES~~:P~AR~T~M~EN~T ___ _j_~~~E=E~T1~4~0~f~2~6~z --- 8" PVC VENT STACK, ARMORCAST PRODUCTS CO., MODEL A9002708 OR APPROVED EQUAL. VENT STACK SHALL BE BOLTED TO THE CONCRETE PAD WITH TYPE 316 STAINLESS STEEL BOLTS. EXIST. CURB & GUTTER 24" SQ. X 6" THICK CONC. PAD CONC. ENCASEMENT 18"± I ,: I 8" DIA PVC SCHED. BO PIPE VENT 0:--------I INSIDE WALL ~ OF VAULT • ' ' > "LINK SEAL" OR APPROVED EQUAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o olo o (2 REO'D PER VENT OPENING) EXIST. SIDEWALK LONG RADIUS BEND SCH. 80 PVC PVC VENT STACKS N.T.S. DETAILED • co -~- "' WELDED STAINLESS STEEL HEX NUT TO 2" PIPE (TYP) PIPE SUPPORT ASSEMBLY PER CITY STD. 522-L (TYP) ---<:.__ -(]) -· _J,_ I ------ I t 16" <i:_ OF PIPE 1/2" THICK MORTAR EPOXY PAD (TYP) (])- ~i PIPE SUPPORT DETAIL N.T.S. - ~ ' " - /---30" PIPE I 1---3/8" THICK ~ STAINLESS ' STEEL SADDEL TYP. 4 PLACES 1/2" MIN. CD 2" STAINLESS STEEL PIPE, ONE END BEVEL TO MATCH SADDLE RADIUS (TYP.) i 16" (MIN.) < PRECAST MANHOLE (INSIDE FACE) , < L SiKAFLEX 2C NS/SL ELASTOMERIC SEALANT OR APPROVED EQUAL LINING < GROUT L ' , L L ~ 2" ' ' I ' < ~ I L 1" (TYP.) ' < PRECAST CONCRETE VAULT PRECAST VAULT MANHOLE SHAFT JOINT < N.T.S. CONCRETE BASE 1/2" THICK PREFORMED EXPANSION JOINT FILLER WRAPPED AROUND PIPE ED ~ 1 ' ~f--~ .. ~ "' AND FASTENED WITH A STAINLESS STEEL METAL BAND PIPE COATING AS SPECIFIED CONCRETE ENCASEMENT ISOLATION JOINT CD PRECAST MANHOLE (INSIDE FACE) N.T.S. 7" (TYP.) 1 1" (TYP.) 2" CRYSTALLINE WATERPROOFING DRY PACK (W/ CONCENTRATE) ~6"~ I MIN. I A A .:J q A A A 6" APPLY GUN GRADE ELASTOMERIC SEALANT (TYP.) I ' < • ,-1 I, " MANHOLE TO ENCASEMENT JOINT CD N T.S. 36" D.I.P. STATION < 1-! < ' ' '-..'' ~/1/k ~ CONCRETE BASE 72" MIN PER PLAN UPPER GROUT CONNECTION HOLES SPACED 8' ON CENTER IN EACH ROW AND STAGGERED 4' SO AS TO OCCUR ON AL TERNA TE SIDES OF CROWN SEE GROUT COUPLING DETAIL STEEL CASING, SEE PLAN AND PROFILE FOR MINIMUM SIZE AND THICKNESS LEAVE VOID CARRIER PIPE 4"x4" REDWOOD (TYP.) SKIDS SET SO INVERT OF CARRIER PIPE IS TO GRADE. SEE SPECS. EXIST. PAVEMENT ' 36"TRAFFIC-RATED MANHOLE FRAME AND SHALL BE ALHAMBRA TYPE A-1498 OR APPROVED EQUAL. THE LETTERS "C.N.B. UTILITIES" SHALL BE CAST ON THE COVER. ~ I ~• •,,· , •. "( :: ~. •• ; • ~~-• .; .I. ,. • -' .... COVER <Y>.--1--------}-,.,j 72" DIA. PRECAST CONCRETE MANHOLE SAND BEDDING (TYP.) 8" x 6" D.I. TEE ---:'.: (FLG. x FLG.) 8" D.I. SPOOL. CL. 54 9" LONG (FLG x THREAD) 0 I ,,. IJl w Ci'. <( > -;-'-, _;:::__,rct=;::z::;: D.I. BLIND FLANGE W/ ------"' 8" THREADED TAP ---'--~----"-1-+-c,..,.... (CITY SUPPLIED) 24" 0.1. SPOOL, CL. 53 12" LONG, FLG. x FLG., (CITY SUPPLIED). 36" x 24" D.I. TEE, M.J. X FLG, (CITY SUPPLIED). THE JOINT 3" CLR. (TYP 72" MIN 8" D.I. BLIND FLANGE MIN. L < ' ' I < ' ~ ' ' 6" RESILIENT WEDGE GATE VALVE WITH 2" SQ. OPERA TOR NUT POINTED UPWARD 72" DIA PRECAST CONCRETE MANHOLE WATERPROOFING PER SPECS. BRASS HOSE ADAPTER (POTTER ROMA 2830 OR APPROVED EQUAL) AND 2-1/2" BRASS F,~E HOSE NOZZLE WITH CAP AND CHAIN (RIGID PVC BUSHING REQUIRED BETWEEN DISSIMILAR METALS). STEEL LADDER PER CITY OF NEWPORT BfACH STD. DWG. NO STD-530-L 6" BLIND FLG W/ 3" TAP MANHOLE JOINT PER DETAIL ® 12" DIA. SUMP V,,TH CAST IRON GRATE & FRAME. ALHAMBRA FOUNDRY CO. NO. A-2020 OR APPROVED EQUAL. SLOPE MANHOLE FLOOR TO DRAIN TO SUMP ~~), ENDS ON THE RUN PORTION OF THE TEE V,,LL NEED TO BE RESTRAINED IF CALLED FOR ON THE PLANS. t 1,.2_." _O::.:U:...Tc::S:;..:;ID;,=E'=-==Dl'=A"'M.=.E.;.;TE"-R:.-i f OF PIPE #5 @ 12" o.c E.W. 4 FACES PROVIDE 24" LAP SPLICE CONCRETE BASE ISOLATION JOINT PER DETAIL® NOTES 1. MANHOLE FRAME AND ALL JOINTS SHALL BE SET IN CLASS "C" MORTAR AND BE WATER TIGHT 2. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED IN ACCORD WITH A.S.T.M. C-478. 3 IF MANHOLE IS LOCATED IN SLOPE, THE RIM ELEV. SHALL BE 6" ABOVE GRADE AT THE POINT CLOSEST TO THE TOP OF SLOPE. 4. PROVIDE SAF-T-CLIMB FOR MANHOLES OR VAULTS OVER TWELVE (12) FEET DEEP. ACCESS BLOW-OFF ASS~~~LY & MANHOLE DETAIL ED LOWER I:. 11 TTlc -1 GROUT CON~!ECTION HOLES SPACED 20' ON CENTER IN EACH ROW AND STAGGERED 1 o• SO AS TO OCCUR ON AL TERNA TE SIDES. SEE GROUT COUPLING DETAIL. ----OVERBELL DIMENSION 3" CLEAR. MIN. 2" STANDARD STEEL PIPE HALF COUPLING NOTES: 1. CASING SHALL BE INSTALLED BY THE BORE, AND JACK METHOD. 2. SKIDS SHALL BE PROVIDED AS PER DETAIL SHOv,,N SKIDS SHALL BE UNFINISHED ROUGH-SAWN REDWOOD. REDWOOD SKIDS SHALL BE 4 FEET LONG, BEVELED AT BOTH ENDS. TEN (10) SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE, 3 FEET FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP. 3. SIZE & THICKNESS OF CASING SHALL BE AS SHOWN ON PLAN AND PROFILE. THICKNESSES ARE MINIMUM. CONTRACTOR MAY ELECT TO USE THICKER WALL PIPE AT NO ADDITIONAL COST TO THE CITY. 4. ALL CASING SHALL BE JOINED BY CONTINUOUS WELD. ALL FIELD WELDS SHALL BE BUTTWELDED, FULL CIRCUMFERENCE. 5. EACH END OF CASING SHALL BE SEALED WITH A WATERTIGHT FLEXIBLE SEALER, PSI "END SEAL" OR APPROVED EQUAL. 6. ALL PIPE JOINTS WITHIN THE CASING SHALL BE RESTRAINED. 7. ELECTRICAL OR METALLIC INSULLATION BETWEEN THE CASING AND CARRIER PIPE SHALL BE MAINTAINED. 8. STAINLESS STEEL BAND STRAPS SHALL BE USED TO SECURE SKIDS TO PIPE. STRAPS SHALL BE 8 GAUGE BY 3/4" WIDE AS A MINIMUM. INSTALL THREE (3) STRAPS PER SKID. TENSION STRAPS SNUGLY TO CARRIER PIPE AT SKIDS. 9 CARRIER PIPE MUST BE INSTALLED SUCH THAT THERE IS NO METAL TO METAL CONTACT BETWEEN CARRIER PIPE AND CASING. STEEL nesr· Record Drawings 'ld'Je Q1;;1;;r1 prep4rea Cds.eo: •,, •bm1tted in part by others While this information 1s tx rd,oble. ASL Consultin2 Engineers 1s not responsrble tor ·I:-.i, JACKED CASING DETAIL CD 2" CAST IRON PLUG/ nor tor errors or omissions wti1ch mayf\avf"bePn1ncorr(•'c1rr=-(•,, 1• 1hese olans as a resul1, N.T.S. GROUT COUPLING N.T.S. ---------1 C-.3004-L st 0, d:, 6 ,-----:;:;:;;:::-----,--::-~s:-::------=c~---:--=---=------:~----;:;□--:;A~RC;:::;A-;::;Dl-;:A -----,--,,-------,--rmim,;[lj'-----,-7R51:E7.A7'1C~cr~ "1#[""""3~~36LIINMIC~Hrww7::A TEITTR----1 ~ > 0 ''•-;,, A/ ~ onsulting Engineers ~ ;:::' SPRINGS t----+----+---------+-----1 u~c~.'.18799 .__ ___ TR_A_N_SM_I_SS_IO_N_M_A_IN __ --1 ~ g o /4!-; 0 CAMARILLO f. OAT[\ 5(~/<Jc; VAULT AND MISC. DETAILS ~ . _ -97 STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 _,,,1_-l::,8-..:.9~=+--L_.H;_·--1--o_c_B_M_~ __ ca_M_M_B_'N_T.;_;B ____ ,1.-_--1--____ ~----4--------------------~~ IV\\. ONE JENNER STREET. SUITE 200 O SAN BERNARDINO DATE BY m·o DESIGNED SEC DRAIINJDM/ECJ CITY OF NEWPORT BEACH W•5240·S :g '--------''° IRVINE, CALIFORNIA 92718 0 SAN DIEGO Cl£C ED O TE ~ ______________________________________ __,J.__ _______________ L ___ _:::'.'.::::=:::::::::._ ___ Ll,7:!_;14~-:.7r:2?.;7~-:,;7~0~9~9 ____________________ _:_: ___ __::_::.:_:._ ___ _L ________ ~RE~Vl'.:Sl'.'.'.ON~S:_ ____ , ____ c=K::__T'.,:L:,E...l.::•.::.:___:4'.:_/'.'.'.95'._L ___ u'.'._Tl~L~IT~IE:S_:D~EP'.:'.A~R_'.'.TM~E:::'.N,'._T ____ _l__:S~H~[E~T~15~0F'._:2~5~j 2 R/W R/W B' t TALBERT CHANNEL VARIES 77' TO B2' 42' 21.5' EXIST. CHANNEL ALL WEATHER ACCESS ROAD -- ROP. 36" WATER MAIN VARIES 35' TO 40' 12.5' EXIST. CHANNEL SECTION R/W FOUNTAIN VALLEY CHANNEL CONFLUENCE TO GARFIELD AVE 8'-0" 35'-o" EXIST. CHAN•:EL ALL WEATHER ACCESS ROAD PROPOSED 36" WATER MAIN 70'-0" 35'-0" \_ EXISTING TRANSITION TYPICAL CHANNEL TRANSITION CROSS-SECTION ED R/W 8'-0" EXIST. CHANNEL ALL WEATHER ACCESS ROAD 5'-6" N.T.S. 35'-o" w z :::; "' w t-z w u ;::> 11'-6" 10'-Q" 1------------i----=--=-----' ACCESS RAMP CHANNEL ~ r • t • PROPOSED 36" WATER MAIN I~ ::, ~ en \g :z .-_,: I u ACCESS RAMP CROSS SECTION CD N.TS. R/W R/W VARIES 70' TO 74' I(:_ TALBERT CHANNEL R/W R/W il: TALBERT CHANNEL R/W il: TALBERT CHANNEL R/W VARIES 60' TO 65' R/W 58' VARIES 35' TO 37' VARIES 35' TO 37' 27.5' VARIES 32.5' TO 37.5' 29' 29' B' 9.5' TO 11.5' ARIES 8.33 8' 10.5' 8' VARIES VARIES 17 5' TO 22.5 TO 10' . I EXIST. MASONRY WALL (PROTECT IN PLACE) EXIST. EXIST CHANNEL ALL WEATHER ACCESS ROAD ROP. 36" WATER MAIN 1/ EXIST. CHANNEL SECTION EXIST. CHANNEL ALL WEATHER ACCESS ROAD ROP. 36" WATER MAIN .. / EXIST. CHANNEL SECTION GARFIELD AVE TO ELLIS AVE ELLIS AVE TO TALBERT AVE TYPICAL CHANNE~.T~ROSS-SECTIONSED SAND / BACKFILL (TYP.) ( PROP. 36" PIPE 9" THICK I CONC. SLAB 50 MANUAL AIR RELEASE PROPOSED GRADING 2 1 N.T.S. STIFF BROOM FINISH 06,z,;1SA1/,~ ' #5 @ 10" o.c. EXISTING GROUND ' 18'-0"± 14'± #5 @ 5" O.C. TOP & BOTTOM g" :"' ~ " . ,· ,, ' . ' /4 ~ .. , 10'-0"± 4'-0"± ' I 3-#5 @2" O.C. / EACH SIDE, TOP I~ MJD BOTTOM 2-#4 @ 2" O.C. Ir EACH s1DE. TOP / AND BOTTOM =:::::ttt::::;::=;:::::ttt:::======#=.v m PROPOSED 36" WATER LINE 9" THICK CONC. SLAB MANHOLE FRAME REINFORCING DETAIL EXIST. RETAINING WALL \ #4 @ 1B" 0.C STA. 424+35 78 MANUAL AIR RELEASE.· 2" CLR. 1/2" EXPANSION r JOINT MA TERI AL EXIST. CONC. ( TRAPEZOIDAL CHANNEL . •· . (PROTECT ht~L.·'-'· ..,;,~...,J-·<· : IN PLACE) 3" CLR. '-·\ 3" MIN. y O.D. OF BELL "/ CONSTRUCTION NOTES @ REMOVE AND REPLACE EXIST. CHAIN LINK FENCE AND GATES PER OCFCD REQUIREMENTS. 36" X 2 1/2" 1 PT STAINLESS STEEL SERVICE CLAMP (FORD FC 202-1PB OR APPROVED EQUAL). 2 1/2" X 2" NYLON BUSHING (M.1.P. OUTLET X F.1.P. INLET) 2" BALL CORPRA TION STOP WITH TEE HEAD (INLET AND OUTLET M.LP.) JONES J-1955 OR EQUAL PROPOSED GRADING AS REQUIRED NOTE: 20 EXIST. CHANNEL ALL WEATHER ACCESS ROAD ROP. 36" WATER MAIN EXIST. EARTH CHANNEL WALLS TALBERT AVE TO SLATER AVE AT ALL LOCATIONS WHERE NEW CONC. REINFORCED SLAB JOINS EXISTING CONCRETE OR BLOCK WALL CONSTRUCT 1 /2" EXPANSION JOINT MATERIAL. JOINTS SHALL BE CONSTRUCTED AT 15 TO 20 FOOT INTERVALS PER SECTION 302-6 5 OF STANDARD SPECIFICATIONS. 0 N II ' ~ ! i TALBERT: C EL; (D 02) w -' ~ 0 en ST A. 425+ 16± REMOVE EXIST. A.C. PAVEMENT AND CONSTRUCT 18'± WIDE CONC. REINFORCED SLAB "< t : : ' CONSTRUCT 14'± WIDE CONC. REINFORCED SLAB ' • q ~· l i ! I ' <.,. ; ,·:sjf: \. ~:i :, . . . . ,.., •. : i : _i' I , • 1 .• ~ .. : l i i GROUND i==l \ 2" FEMALE LP. X 2 1 /2" MALE FIRE HOSE BRASS ADAPTER. 2 1/2" BRONZE HOSE CAP AND CHAIN. I l • . ,L j : i , i l PRO OSED . 36" WATERMA)N ~ 6" MIi,. @) 24" DIA, NON-ROCKING MANHOLE FRAME & COVER ALHAMBRA FOUNDRY CO, NO. A-1499 OR EQUAL. @ CONSTRUCT MANUAL AIR RELEASE PER DETAIL® :,. , i I' , , -..;:.._ . '! I, •, ' J ' . \_ __ _) REINFORCED SLAB DETAIL G) kt.CUHU DkAV'JiNGS Thate RecOICI Dr1winga have been pr~pared !Jased on mlormat,;;rf' LAN VI [W submlltld In part by other&, Wl,lls tthis illlumatim Is l!Elieved to be'--=::.:....:~--'--'-=~ rtflallte, AIL ColllUllillll ~llllllWS It mt mipornslll!le for its accuracy, N • T • S • SECTION N.T.S. N.T.S. -for il!tl'I If lll'IIIIM!li Wllllll llllQ b'ti Ml!II-~ !Illa 11111.!IIIIIMIHl C-3004-L ,-----:,.-=::::..=-,.,,------,,-----------------------=-"".""::-:--::------,-,-,-------------,--,"iJll!l!l)';'l'.IJ'------.---;:;-;::-;;:-;::;;;-,,-=;--::;;::-,.-;-;:t;-,w':;-:;::;::;:;;---1 ~ ASL C I · E · REACH # 3 36-INCH WATER ~ onsu ting ng1neers 1=. cA • THANSMISSION MAIN °' □ ARCADIA o@. 'to NJJ!co:\ Explp-i-97 I,../ /f~ 1------1------1---------+---1 uttl~iTitir .'.a"ilt. 38199 1----T-Y-PI-C-AL_S_E_C_T_I O_N_S_A_N_D __ _. § &.-'7 1 DATE, sl•(n MISCELLANEOUS DETAILS ~ sfEVEN D TEDESCO RCE 0039261 EXP 12-31-97 "' l--l--+-------------1----+----~---~---.!:.:.:~==:..:.:.=;:::..::=-....::.:;:..:..:..:.:.=::._ __ --l ;3- 0 NE JENNER STREET, SUITE 200 APP'D DESIGNED SEC DRA!Wt JG/JDM CITY OF NEWPORT BEACH W-5240nS :g • IRVINE □ PALM SPRINGS □ CAMARILLO l.H. OCEMA COMMENTB □ SAN BERNARDINO DAlE BY IRVINE, CALIFORNIA 92718 1----------l ~ L ______________________________________ L __________ L ___ _.::::::::~:::_ ___ Lz.:71~4=_Z73.:27~_~7'.,2O~ggg_ _________________ __:::=_~~::_::.:_..:: ___ __J _________ ~~~-------_j_:CH:::ECK:::E:_o__.'.'.rL:_E_j_:,:: 0 A::,:TI~5~/~95~L--...'.:uT:IL:'.:ITl'.:ES~DE::P:'.:AR:.'.T~ME::N'.'..T ___ L...:SH:::'.E'.=E'.'..T~18~0F~2~5~2 f/V\\-□ SAN DIEGO REVISIONS ~\ l ( ~ ~ ........ \\ r :s 'S (" - LOCATION OF SAWCUT REPLACE AC. PVMT. \ WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 TRENCH WIDTH + 24" REPLACE BASE MA TERI AL WITH JURISDICTIONAL AGENCYS REQUIREMENT PER TABLE 1 SAWCUT & TACK COAT (TYP.) EXIST. BASE EXIST. A.C. PAVEMENT 0 o O O LIMITS OF 1 1 /2" GRIND & 1-1 /2" FINAL PAVING CAP. 12 WIDE (FULL LANE REPLACEMENT) LOCATION OF SECOND SAWCUT LOC1' TION OF ORIGINAL SAWCUT 1-1/2" FINAL PAVING CAP- REPLACE AC. PVMT. \ WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 I TRENCH WIDTH + 24" SAWCUT & TACK COAT (TYP.) ' (!) . 1Z ".,... :,i CONSTRUCT 2" AIR AND VACUUM RELEASE VAL VIE PER CITY OF NEWPORT BEACH STD-515-L ALTERNATE ORIENTATION. PLACE PAD ADJACENT TO R/W. EXIST. BLOCK WALL R/W o ~ o 0 2, Q 00 ~o""' Oo o 12" 1/;1-1/2" GRIND (TIP.) EXIST. BASE EXIST. A.C. PAVEMENT L TOE OF SLOPE 0 O BACKFILL WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 TRENCH PAVEMENT REPLACEMENT TABLE 1 A.C. PAVEMENT BASE AGENCY /STREET REPLACEMENT REPLACEMENT BACKFILL THICKNESS THICKNESS SLATER AVENUE 6" 2-SACK -CEMENT SLURRY COUNTY FLOOD CONTROL EXIST. THICKNESS EXISTING NATIVE 90% PLUS 1-INCH EXISTING PAVEMENT STRUCTURAL SECTIONS SLATER AVENUE -3" A.C. OVER 6" A.B. OCFCD -3" A.C. OVER NATIVE OR 3" A.C. OVER 6" A.B. 4" STL. PIPE FILLED WI TH CONCRETE 2· -o·· DIA. GUARD POST DETAIL N T.S. REL. COMPACTION NOTE: PAINT STEEL POST HI-VIS YELLOW AND STENCIL WITH 2" HIGH BLACK LETTERS THE STATION OF EACH CORRESP01'}DING STRUCTURE. CD SPECIAL REQUIREMENTS FULL LANE REPLACEMENT 0 I BACKFILL WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 FULL LANE PAVEMENT REPLACEMENT NOTES· 1. A.C. PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED FLUSH WITH ADJACENT EXISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 1-1/2" FINAL A.C. CAP, THE PREVIOUS PLACED A.C. PAVEMENT TRENCH REPLACEMENT SHALL BE GRINDED ALONG WITH ADJACENT EXISTING A.C. PAVEMENT AS SHOWN ON THE DETAIL. TRENCH PAVEMENT 2. TRAVERSE TRENCHES WILL REQUIRE ADDITIONAL GRINDING AND 1-1/2" FINAL PAVING CAP. THE APPROXIMATE LIMITS ARE AN ADDITIONAL 25 FEET EACH SIDE OF THE TRENCH WIDTH FOR A TOTAL OF 50 FEET PLUS TRENCH WIDTH. REPLACEMENT TRENCH PAVEMENT REPLACEMENT DETAIL TRENCH WALL RESTRAINED TEE N.T.S. 1/, 36" WATER MAIN yr 12 .. CONCRETE THRUST BLOCK CD TRENCH WALL RESTRAINED BEND 36" WATER MAIN '~ 12" (TYP.~ PLAN VIEW CONCRETE THRUST BLOCK I-12" TRENCH WALL I _..1.i_ PLAN VIEW TRENCH BOTTOM 12" 12· CONCRETE THRUST BLOCK PROFILE VIEW HORIZONTAL BENDS AND TEE'S NOTES: 1. THRUST BLOCKS / ANCHORS SHALL BEAR AGAINST UNDISTURBED SOIL, BACKFILL COMPACTED TO 100% RELATIVE COMPACTION OR CLASS 100 E 100 SLURRY 2. THRUST BLOCKS / ANCHORS SHALL BE KEYED NO LESS THAN 12" INTO UNDISTURBED SOIL OF TRENCH WALL / BOTTOM. 3. THRUST BLOCKS / ANCHORS CONCRETE SHALL NOT BE POURED ON ANY FITTING BOLTS OR FASTENERS. 4. MINIMUM CONCRETE COVER FOR REBAR SHALL BE 3''. MINIMUM CONCRETE COVER AT HOOKS SHALL BE 4". 5. PORTIONS OF REINFORCING STEEL NOT EMBEDDED IN CONCRETE SHALL BE COATED WITH 80 MILS OR MORE OF COLD APPLIED BITUMASTIC MATERIAL. 6. 7. ALL FITTINGS (BENDS) SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS AND SHALL BE FITTED WITH MEGALUG (OR APPROVED EQUAL) JOINT RESTRAINTS, ALL MECHANICAL JOINTS SHALL BE BONDED PER DETAIL ffi Q]7 1'-6" MIN. (TYP) ........... ' ,,1---,---r---.--..,---,,---!tl+---I CONSTRUCT MASONRY RETAINING WALL (4'-8" HIGH M,+.X.) AROUND AIR AND VACUUM RELEASE VALVE PER CITY OF TOP OF SLOPE AIR ,c,.,o,, '"i SW-228-c-• NOTE: THERE IS NO MASONRY RETAINING WALL INDICATED ON THE PLANS. HOWEVER, THE CONTRACTOR SHALL SUBMIT A UNIT PRICE TO CONSTRUCT THE MASONRY WALL AROUND A PROPOSED AIR & VACUUM RELEASE VALVE IN CASE IT IS REQUIRED DURING CONSTRUCTION. & VACUUM RELEASE VALVE RETAINING WALL DETAIL N.T.S. ED 36" x 30" REDUCER (RESTRAINED) 36" x 30" REDUCER (RESTRAINED) 36" WATER 30" WATER MAIN 36" WATER MAIN TRENCH BOTTOM [ 12" 30" WATER MAIN MAIN #4 REBAR ~ 18" 12" (TYP.) TRENCH SIDEWALL PROFILE VIEW PLAN VIEW 1 /2" DIA. REINFORCING STEEL 36" WATER MAIN REDUCER [ RESTRAINED BEND , 3/8" THICK FELT 3 PAPER SEPARATION (BARRIER) 8" HOOK (TYP.) 4' FOR 45• BEND 3.5' FOR 22 1 /2· BEND 3' FOR 11 1/4' BEND CONCRETE ANCHOR TRENCH BOTTOM PROFILE VIEW VERTICAL BENDS #4 REBAR TEST PRESSURE IS 225 PSI. Hl'-'·,'KlJ .JkA·111;,r1,,,, THRUST BLOCKS DETAIL N.T.S. CD 1 :1~~~ Record Drawmgs nave oeen prep,.Ht:L L-,,~t(-_. submitted in part by others. While this information tS Ut!Jie,,t.:u to O(;: reliable, ASL Consulting Engineers is no11esponslble for ,ts accuracy, oor for erroni or ominions whieh ~ hilvc lltln mwpcw•tecl into ,---:;~~;::----T-::--::;::-----::------:-:~---==---=---------;:::;-;;;;:--;~-;:-----T-T-7------------,--l"lllm~_:,:n:eN~lll~•~nt~•~•~re~aw~lt.:,. __ ;::-,::--:-~-;---;;--::;---:;-:;;---;-;-J~c~-~30~0~4-;;.L~-~ ' REACH # 3 36-INCH WATER !i ASL Consulting Engineers D ARCADIA 0 t---+--+-------------1----1 UTI~EC~J8799 1------TR_A_N_S_M_IS--S_I O __ N-'----M:..:..:A..:.:.l.:....:N __ ----1 ~ ' w DAT£ _,__,_/r,,....._h_, --MISCELLANEOUS DETAILS ~ DESIGNED SEC DRAIIN JIG CITY OF NEWPORT BEACH W-5240-8 I ■ IRVINE L) <". ,1 ~it,,,/g / /J1J D PALM SPRINGS // -I t,--,t.-,-- N . C 9261 STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 D CAMARILLO £ l.H . 12 31-97 -18 200 D SAN BERNARDINO DATE BY OCEMA COMMENT!', APP'D .._ __________ L__ ___ ..l..__~~--1...2!.!::~~------=-.::~-L_-~~==~~~]_~~__[~~~~ REVISIONS CHECKED TLE DATE 5/95 UTILITIES DEPARTMENT SHEET 17 OF 25 r z I I\, ONE JENNER STREET, SUITE IRVINE, CALIFORNIA 92718 D SAN DIEGO 714-727-7099 \ I rl•----~R;:;;::;:F=-· ---::=~•~11-:!:·== 4 =·=~·~1----4-1;2" DIA cAsT ALUM. TERMINAL BOX ON POST' SEE DETAIL 9 \---FENCE WARNING TAPE 36" DIA (D 1P) ..----ALUMINO-THERMIC WELD (TYP) SEE DETAIL@ 19 15' SEE GENERAL CP NOTE 3 -----PIPE CLAMP __..,-----1-1/4" PLASTIC CONDUIT 0 (EPC-80) PER NEMA TC 2 42" 18" NOTES: / I I I I L ,,.>---2-No. 12 THWN (WHITE) ~'--.....---. ANODE LEADS ~-~G-i-----2-No. 8 HMWPE CATHODE D (PIPE) LEADS _ __,.-----Ill--'-------ALU Ml N 0-THERM IC WELD (TYP) SEE _J DETAILffi '3]7 __,,,------48 LBS PREPACKAGED MAGNESIUM ANODE ffi (TYP). SEE DETAIL \J]7 1. SEE LIST OF CORROSION TEST STATIONS {SHT 19) FOR ANODE DEPTH "[)", NOTES: DUAL SINGLE ANODE INSTALLATION DETAIL 4" x 4" x 5' REDWOOD POST 4-1 /2" CAST ALUM. TEST BOX (LID NOT SHOWN) N.T.S. .,------I PERMANENT ---__,, LABEL (TYP) >,c----t 0.01 OHM SHUNT (TYP 2 PLS) .,,--++ 2-No. 8 HMWPE CATHODE LEAD WIRES BRASS LUG CONNECTOR 2-No. 8 WIRES ~~~f_~~~k::_::::,:::~ _ _j:r 2-No. 12 THWN (WHITE) ANODE ~ LEADS 1 -1 / 4" PLASTIC CONDUIT (EPC-80) PER NEMA TC 2 1. PAINT POST WITH 2 COATS OF WHITE EPOXY. 2. STENCIL STATION No. AND "CITY OF NEWPORT BEACH" ON SOUTH SIDE OF POST, 2" HIGH, BLACK CHARACTERS. 3. MOUNT POST IN 12" SHALL BE 1" ABOVE DIA BY 18" DEEP CONCRETE FOOTING. TOP OF CONCRETE GRADE AND SLOPE AWAY FROM POST. DUAL SINGLE ANODE TEST STATION N.T.S. ffi 1 42" 18" \ r-------R;:;;::;:F=-· -----::=~•~I~•!:::= 4 =·=~--~J----4-112.. DIA cAsT ALUM. TERMINAL BOX POST SEE DETAI 6 + \---FEN CE WARNING TAPE /-'1 / I I I L 36" DIA (DIP) _J ..----ALUMINO-THERMIC WELD (TYP) SEE DETAIL ffi 15' \J]7 SEE GENERAL CP NOTE 3 -----PIPE CLAMP .,,,----1-1/4" PLASTIC CONDUIT (EPC-80) PER NEMA TC 2 -2-No. 12 THWN (WHITE) ANODE LEADS .,,-----t--tt--+--2-No. 8 HMWPE CATHODE D (PIPE) LEADS ---ALUMINO-THERMIC WELD (TYP) SEE DETAIL ffi \J]7 __,,,------2-48 LBS PREPACKAGE MAGNESIUM ANODE ffi (TYP). SEE DETAIL~ NOTES: CASING PIPE ALUMINO-THERMIC WELD (TYP) SEE DETAIL ffi w 42" 18" 12" DIA --1 ~---+--4" x 4" x 5' REDWOOD POST ( PAINTED WHITE l ~,___ _____ 4-1/2" CAST ALUM. TERMINAL BOX @ m------PIPE CLAMP -......._ ___ 1-1 / 4" PLASTIC CONDUIT (EPC-80) PER NEMA TC 2 _,,---CONCRETE FOOTING ,,,.--2-No. 8 THWN (YELLOW) ----Iii"'""--~ CASING LEAD WIRES ..... \ '~ -2-No. 8 HMWPE PIPE \ ~ ......,_ TEST LEADS 1---...1..----=11-. \ ' ---11 2" 1-- MIN (TYP) ---t~-------------,-..,;__;~ \__ CARRIER PIPE ~-CASING SEAL 1. CONTRACTOR SHALL NOT ALLOW METALLIC CONTACT BETWEEN CASING AND CARRIER PIPE. 2. POLYETHYLENE WRAP NOT REQUIRED INSIDE CASING. 42" 0 0 + 0 36" DIP 4-1 /2" DIA CAST ALUM TERMINAL BOX PIPE CLAMP 1-1 / 4" PLASTIC CONDUIT (EPC-80) PER NEMA TC 2 __,.----4" X 4" X 5' REDWOOD POST (PAINTED WHITE) 2-No. 8 AWG WIRE WITH HMWPE INSUL ALUMINO-THERMIC WELD (TYP.) SEE DETAIL ffi \,J.V POLYETHYLENE WRAP (SEAL WIRE PENETRATIONS) NOTES: 1. SEE LIST OF CORROSION TEST STATIONS (SHT 19) FOR ANODE DEPTH "D". DUAL CLUSTERED ANODE INSTALLATION DETAIL 4" x 4" x 5' REDWOOD POST 4-1 /2" CAST ALUM. TEST BOX (LID NOT SHOWN) N.T.S. ~----+PERMANENT ---._,/ LABEL (TYP) ~---+ 0.01 OHM SHUNT (TYP 2 PLS) .,,--++ 2-No. 8 HMWPE CATHODE LEAD WIRES BRASS LUG CONNECTOR 2-No. 8 WIRES ~~~f_L,~~k::_::::,:::~ _ __,4 4-No. 12 THWN (WHITE) ANODE ~~ LEADS 1-1 / 4" PLASTIC CONDUIT (EPC-80) PER NEMA TC 2 2 CASING TEST STATION INSTALLATION DETAIL N.T.S. ffi 4" x 4" x 5' REDWOOD POST -- 4-1 /2" CAST ALUM. TEST BOX (LID NOT SHOWN) BRASS LUG CONNECTOR (TiP 4 PLS) PIPE ~~J,.__/_a~~J..i~:c:__ _ _j 4-No 8THWN (YELLOW) CASING LEADS 1 -1 / 4" PLASTIC CONDUIT (EPC-80) PER NEMA TC 2 TWO-WIRE TEST STATION N.T.S 8Ef,ERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORD WITH THESE DRAWINGS, THE SPECIAL PROVISIONS AND THE STANDARD SPECIAL PROVISIONS. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. ANODE INSTALLATION NOTES: A. INSTALL POST MOUNTED TEST STATION AT ALL ANODE SITES. B. ALL WIRE LEADS (TEST AND ANODE) SHALL BE 1 8" DEEP MINIMUM. C. PREPACKAGED ANODES REQUIRED AT DUAL SINGLE ANODE INSTALLATIONS. D. BARE ANODE INGOTS CAN BE USED AT DUAL CLUSTERED ANODE INSTALLATIONS WITH SPECIAL BACKFILL SLURRY. SEE SPECIFICATION SECTION 3-8. E. PROTECT ALL LEAD WIRES FROM DAMAGE TO INSULATION DURING CONSTRUCTION. F. SEAL POLYETHYLENE WRAP AT TEST LEAD WIRE PENETRATIONS AS WELL AS POSSIBLE. 4. CONTACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUil f' DRAWINGS TO THE CITY PRIOR TO COMPLETION OF THE WORK. 5. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS SPECIFICALLY APPROVED BY THE CITY. 6. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET 19 ATTACH 1 WIRE PER ALUMINO- THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 6" MINIMUM. CB 7. ALL BURIED, NON-WELDED PIPE CONNECTIONS, i.e. PIPE JOINTS, COUPLINGS, FLANGES, VALVES, ETC., THAT ARE NOT SPECIFICALLY DESIGNATED AS INSULATED CONNECTIONS SHALL BE BONDED AS SHOWN ON SHEET 19. 8. ENCASE ALL DIP IN 8 MIL POLYETHYLENE (P.E.) SHEET PER AWWA C-105 ALL FITTINGS. FLANGES. VALVES, COUPLINGS AND APPURTENANCES NOTES: SEE DETAIL 5 THIS SHEET NOTES: SEE DETAIL 5 THIS SHEET SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF P.E. SUCH THAT PLASTIC WILL NOT TEAR DUE TO SOIL PRESSURE. DUAL CLUSTERED ANODE TEST STATION N.T.S. _;~:~~·-,---;--•• 1 I CASING TEST STATION N.T.S. ffi RECORD DRAWINGS These Record Drawings have been prepared based on lmormatiOII submitted in part byotlleis, While tllis o!!!ormation Is lleloeved to Ile rellal!lle, ASL Consulting Engineers is not responsible for !ts accuracy, C-3004-L nor for errors or omissions which may have been incorpora'i!l!I Into these plans as a result. ~A_S_L_C_o_n_s_u---l-l-t"1-ng-E-ng-·1-n_e_e-rs---=□=-A:--:-Rc:::-:-A::-:-D,A:-------r---r---r-------L--~---nmir;rnr=====7----;R~E:-;:-Ac~H-;--;;-# -::;-3---:;-;35~1N-;-;:::c;-TH --;;w;-;-:AT:;:;::E:;:;-R ----1~ • IRVINE ~ ~ TRANSMISSION MAIN Q_ ~ 7h:-.. 0 PALM SPRINGS ~ 1---/8--:-'l.,-'511-L-.H-_-t--C-.-P-. -~-8/--16_/_0_N_S ____ -t--l u~~c~liii¥387991--___ ..:....:...:c.....:.:...:..:::.:.:..:..:..=.:...=..:....:_.:..:.:..:....::..:...:..._ ___ __;g sf~ o. TEDESCO RCE co392s1 EXP 12-31-97 □ CAMARILLO £ 7.;13--re; LH OCEMA coMMeNT5 DATE .,/"'/~s CATHODIC PROTECTION DETAILS i ONE JENNER STREET, SUI TE 200 IRVINE, CALIFORNIA 92718 714-727-7099 □ SAN BERNARDINO DATE BY DESCRIPTION APP'D [)[SIGNED CA.W IIRAVIN DPH CITY OF NEWPORT BEACH W-5240-S g -------';3-- CH[CKED EA.D DATE 4/95 UTILITIES DEPA.RTt.l[NT SHEET18 OF 26 z □ SAN DIEGO REVISIONS ..._, ----ANODE LEAD No. 12 AWG WITH THWN INSULATION (WHITE). ----HEAT SHRINKABLE SLEEVE :/!'!cH-'<------CRIMP CONNECTION NOTE 11 1 11 u..---n I I I 11 11 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION REQUIREMENTS 2. DO NOT SUSPEND ANODE WITH LEAD WIRE. 3. MAGNESIUM INGOT SIZE: 6" x 5" x 32" LONG. WT. 48 POUNDS. WITH SILVER SOLDER OR BRAZE ----CLOTH BAG ----GALVANIZED STEEL CORE ----MAGNESIUM INGOT (48 LBS) _,.---SPECIAL BACKFILL MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % Al .01 MAX Mn 0.05 to 1.3 Zn 0.002 MAX Si 0.002 Max Cu 0.02 Max Ni 0.001 Max Fe 0.025 Max Other 0.30 Mox Mg Remainder SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE MAGNESIUM ANODE DETAIL ffi INSULATING SLEEVE (FULL WIDTH OF MATED FLANGES -SEE NOTE No. 1) STAINLESS STEEL NUT (2 EA. TYP.) STAINLESS STEEL WASHER ___ .,; (BOTH ENDS OF STUD) INSULATING WASHER (BOTH ENDS OF STUD) INSULATING GASKET (2 PLS) N.T.S. -=-· ___,_ STAINLESS STEEL_/ THREADED STUD NOTES: 1. USE HALF WIDTH SLEEVES AT THREADED FLANGE BOLTS. (i.e. AT BFV BONNET). 2. INSULATING MATERIALS GASKET -TYPE "E" PHENOLIC W/RECT. 0-RING. SLEEVE -G10 LAM. GLASS WASHER -G10 LAM. GLASS I CTS 1 2 .3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 7 18 w C s 1-- F ----.,, ,....._, 2-No. 12 THWN (WHITE) ANODE LEAD WIRES NATIVE SOIL (ROCK-FREE) BACKFILL CONNECTION, SEE DETAIL 9 I~ --SPECIAL BACKFILL DEPTH (SEE I I LIST OF CORR. TEST STATIONS) I I I I I I 38" MIN SLURRY BACKFILL MAG. INGOT (2 EACH) MAGNESIUM ANODE HIGH POTENTIAL /---.J/L--V~ -~-----~----~ --~- 1.. 1 i,' DIA. ... I ~ Alloy Element Composition NOTE: 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION REQUIREMENTS. 2. DO NOT SUSPEND ANODE WITH LEAD WIRE. 3. MAGNESIUM INGOT SIZE: 6" x 5" x 32" LONG. WT. 48 POUNDS. Weight % Al Mn Zn Si Cu Ni Fe Other .01 MAX 0.05 to 1.3 0.002 MAX 0.002 Mox 0.02 Max 0.001 Max 0.025 Mox 0.30 Max Remainder Mg SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SOD I UM SULFATE DUAL MAGNESIUM ANODE DETAIL C) No. N.T.S. LIST OF CORROSION TEST STATIONS STA No. 397 399 401 4(:g 412 417 42.3 431 438 439 447 455 463 465 470 477 484 489 LEGEND WIRE + 14 + 70 + 50 + 40 + 20 + 50 + 50 + 50 + 10 + 50 + 50 + 50 + 00 + 22 + 50 + 50 + 50 + 50 Dist Ft 0 256 180 790 280 530 600 800 660 140 800 800 750 222 528 700 700 500 CLUSTERED ANODE SINGLE ANODE Cum dX Ft 0 256 436 1226 1506 2036 2636 3436 4096 4236 5036 5836 6586 6808 7336 8036 8736 9236 TOTAL ANODES No. of No. of Type Anode Comment Wires Anodes Depth 2W 0 2W s. end of pipe 4W 0 CAS Casing 6W 4 C 12ft 6W 4 C 1 2f t 4W 0 CAS Casing 6W 4 C 13ft 4W 2 s 13ft 6W 4 C 13ft 4W 0 CAS Casing 6W 4 C 19ft 6W 4 C 19ft 6W 4 C 18ft 6W 4 C 17ft 4W 0 CAS Casing 4W 2 s 13ft 4W 2 s 13ft 4W 2 s 14ft 4W 2 s 14ft 42 CAS -CASING I No. 2 HMWPE BOND WIRES (TYP) BELL & SPIGOT NOTES: 2 BOND WIRES ~--------ALUMINO-THERMIC WELD (TYP). SEE DETAIL @ FLANGE/MECH. JOINT ~--8 MIL POLYETHYLENE ENCASEMENT SEE GENERAL CP NOTE 8 (SHT 18). COUPLING 3 WIRES ~-DOUBLE POLYETHYLENE WRAP AT FITTING. 1. BONDING WIRES SHALL BE AS SHORT AS POSSIBLE AND SHALL BE LAID FLUSH AGAINST PIPE & FITTING 2. ALUMINO-THERMIC WELDS SHALL BE 6" APART MINIMUM. 3 DO NOT WELD ON BELL. 4. ALL WELDS AND WIRES SHALL BE FULLY ENCASED IN POLYETHYLENE. 5 APPLY POLYETHYLENE LOOSELY OVER IRREGULAR FITTINGS. DIP TYPICAL JOINT BONDING DETAILS N.T.S. EB STEP 1 <CJ]) FILE SURFACE TO BRIGHT METAL AND CLEAN STEP 2 STRIP INSULATION FROM WIRE BITUMIN COATING WELD CAP STEP 3 > 1, rv HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATION AND IGNITE STARTING POWDER HANDLE STEP 4 STEP 5 GRAPHITE COVER STARTING POWDER METAL POWDER METAL DISC GRAPHITE MOLD CABLE REMOVE SLAG FROM CONNECTION NOTES: WELDER SECTION 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES, FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ALL WIRE WELDS SHALL BE 6 INCHES APART. MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE. & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP. THEN OVER-COATED WITH BITUMINOUS COMPOJND OVERLAPPING PIPE COATING BY 2 INCHES MIN. ALUMINO-THERMIC WELD N.T.S. DETAIL EB !RECORD DRAWINGS Tiwm_ ~ 0~ ha'>'i! lle®I! prepare!! lii!secll oo information su1im11ted un part by 1111!1!,s, While this information is believed 10 tie reliable, ASL Consulting E:ngineers is not responsible for Its accuracy, nor for errors or omissions Which may have been incorporated Into thHe pto11& as a result C-3004-L I • ASL Consult1·ng Eng·1neers REACH # 3 36-INCH WATER ~~:, TRANSMISSION MAIN ~;: D ARCADIA • IRVINE .. d; D PALM SPRINGS R.C.E. NO. 38799 I 1/9 ;; ,✓JZ✓<---~ ---------------------<~\: ffi .,, ~:J:N~::E~~;~~r. su1;EcE20~039z51 EXP 12-31-97 i----+--1-------·-----+--+----.....----+--c-,;-vA_TH_o_F_oN_DE_1:-P-:-:-To_:~-~-:-:-o_N..--D_!-~-6~-~-Los ___ s---1li 8 '"-<" IRVINE, CALIFORNIA 92718 1---------1,-, - IN-VAULT INSULATOR DETAIL N.T.S. u~1i~R£w D CAMARILLO £ 7-/8·'!:5 lH. OCEMA COMMENT[j DATE ;;(1e{95 D SAN BERNARDINO DATE BY DESCRIPTION APP'o DESIGNED CAW DRAWN DPH D SAN DIEGO .._ ____________________________________ .1.... _________________________ -1._:..7.!.1 ;::4-:_7:..:_2:.;7~-:.:_7_:!0.:!.99::_ ___________________________ __J ________ ..:.::.,::::::,:: ________ .L __ ...:::_L_....:;:.::::._J ___ _:U::,:T:IL:_::ITl~ES::..::::DE::,_P,::AR:'.T::ME:;::N:.:_T ___ .L....:'.S:.'.:HE::;:E.:_T1:9:_::0:_F~2~6:..J ,,. REVISIONS CHECKED [AD DATE 4/95 ' ' ' GENERAL NOTES 1. THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES. AND PROPERTY. 2. ALL WORK, MATERIALS, PRACTICES, AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, THE WORK AREA TRAFFIC CONTROL r.lANDBOOK (WATCH) 1990 EDITION, AND THE CITY OF FOUNTAIN VALLEY TRAFFIC CONTROL STANDARDS. ' 3. THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, SHALL TAKE PRECEDENCE IN THE EVENT OF ANY QUESTION REGARDING THE CONTENT OF THESE STANDARDS. 4. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY OR AFFECTING THE PUBLIC RIGHT-OF-WAY SHALL BE LIMITED TO THE HOUR BETWEEN 8:30 A.M. AND 4.00 P.M. NO TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PLACED IN THE ROADWAY UNTIL AFTER 8:30 A.M. AND SHALL BE COMPLETELY REMOVED BY 4:00 P.M. ALL EXCAVATION AREAS SHALL BE COMPLETELY COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCESSIBLE TO THE PUBLIC. 5. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT AN EXISTING SIGN IS CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION, THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE THE SIGNING AND SUPPORTING POSTS ENTIRELY AND REPLACE THE COMPLETE INSTALLATION, WITH NEW SIGNING AND SUPPORTS, AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES. 6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND ABUTTING PROPERTY OWNERS. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC .. PROPERLY INSTALLED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC .. TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C" -STEADY BURN LAMPS. 18. ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY. 19. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, SIGNING, STRIPING, MARKINGS, AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY EINGINEER. 20. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. N ' SCALE 1 "=40' 9. FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE CLOSURES WHEN PLACED ADJACENT TO RESIDENTIAL AREAS, THEY SHALL BE SOLAR POWERED. LA COLONIA AVE. 10. TRAFFIC DELINEATORS SHALL BE SPACED AT 25' MAXIMUM. 11. THE FIRST SIGN IN A SERIES OF ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS OR FLASHING YELLOW BEACONS, TYPE "B". 12. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL WORKING HOURS AS SET FORTH HEREIN 13. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES AS LISTED IN THESE STANDARDS. 14. THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING AND LEGENDS TO THEIR ORIGINAL STATES AFTER COMPLETION OF CONSTRUCTION. 15. 16. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND 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. TYPE I AND II BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POSTS, AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 500' I • • I SLATER AVE. C18 ... t IJJI C13 . .a. f- if) ::,;:: <( 0 ·········-· ....... '---------------------------------------------------- ···················_····· ·········~· = ~ ..................... ---~~~-~---=--=------------------=--=------------------=--=----------········· ..... --==---------------=J.i".=············ •••••· ... -···· ------==---------·--··· ••• J:g,_==------- :: ... ..... ~ := "------l ...... -+::::, ____ •• ---------------------------------------------~ ---------------------------... -... -------------------------------------- 1 50D' C2 (BIKE) 500' 1 SC3 le 500' 500' 500' TAPER Iii C I :::, CD ... WORK AREA C5(LT)i9 BIKE LANE DETOUR N.T.S t l[l)r C13..-I + t SLATER AVE . JI. C5(RT) TALBERT AVE. ------------... -.. R11 R7 -~~ ==== -~=-===== ===== ------=~=~~====--N ... •.• C30I R 1 7 C30 I WORK C30 ~ ---------][ -ARE~ :r------------------------------------------------·------------------------------------- f- (f) Cr': w CL z =:i JI. 7 C18 .......................................... ]""'] -------------- ------1-·-- ----------------Li 50D' TAPER • I I i y i- LEGEND TRAFFIC DELINEATOR TYPE II BARRICADE TYPE Ill BARRICADE FLASHING ARROW SIGN HIGH LEVEL WARNING DEVICE SIGN .. DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) 150' BUFFER TEMPORARY CONCRETE BARRIER (K-RAIL) D CRASH CUSHIONS . R7 ... ;:: ... • ~-~~~'-'~~-=--~~----711-·-~ • ~-~--==. ====. = ------.------.-------------------.------;--~=:~-----~-----~~--=:-~--~-~-~---==~~:::::::::_=-~~- -... -------------------------···-----------------------------------_____ ...,1:.,; 500' TAPER 500' STAGE 1 RECORD DRAWINGS C) • ' 1i11Wlr Ikerd l!lraWir,gs ltaW! been prepared 11:ilse«I on fnformatiOn lill,mltted nm part by ol~ers. While this inform!iiillri is believed to be reliable, ASI. Consulting Engineers is notresll!<J',IJSible fllr its accuracy, nor for errors or omissions which may have been incorporated into lhP!.P ol,ms as a result -------11 C-3004-L r---------:r-=------:-----:---:--~----,-----:::::;:;;;;;;:::;:-----7r----::::-:--------------::------------;:~~;::::-;::-;--;:------,-7r-r-------------r-11momr------T-riciir:u"""jj~~---:ic-wM7wT7rco-1~ City of Fountain Valley ,. Mq,p,, AS Consulting Engineers ~ ::~:~1 A REAc~RiN~Mil~10~c~Al~ATER ~ :;s~ .. ~'f,:, 5jfft?f" □ PALM SPRINGS £ 1-18-"5 L.H. OCEMA coMMeNTG uTI~t~ R'.c.tl:ie799 ~---T..:..:R:...:.A:....:F::...:Fc=ICc:..:..:..:.C::.O::.N:....:T:..:.R.:...O...:.L.:.:.:....:P:..:..L.:...A-N----1g c~?-'4S52 •• EARL T. McARTHUR RCE 44352 EXP 6-.30-97 D CAMARILLO 1 7-l'f-'/'? lH crrtoFFOUNTAtN I/ALUEYCOMMENT6 DATE .,/"{~5 SLATER A VENUE AND OAK STREET ~ xp. 6-30-97 '-'-'f-'--'.:....:C+---+--------------1---+-----,------+--------------r-------+/ 1 v 1 \. ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY DESCRIPTION APP'fl DESIGNED PK DRAWN FM CITY OF NEWPORT BEACH W-624O-S § IRVINE, CALIFORNIA 92718 □ SAN DIEGO REVISIONS CHECKED DATE 4/95 UTILITIES DEPARTMENT SHEET 20 OF 26 ;?, L----------------------------L----~.......EW:.WW..::i;.5.:....f;lif.......;ULI~-1.-----..l. ___ ....::::::a"""~::.., ____ L!..7l.:14~-:,;7~2~7,:-:..7!;;:09~9!..,_ ____________________________ L _______ _:::.:::==----------L----..L--.::.::.:....L---==:..:;::.:.::.:.::::::.:.:. ___ ...J..:=:.:....:=.~-=:.....JZ &'\ \ ....._ 6 ~ ,. ' ~ ('\ ;,.... l) :i :s (' - . • GENERAL NOTES 1. THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES, AND PROPERTY 2. ALL WORK, MATERIALS, PRACTICES, ANO PRINCIPLES SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, AND THE CITY OF FOUNTAIN VALLEY TRAFFIC CONTROL STANDARDS. 3. THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, ':1E STATE TRAFFIC MANUAL 1992 EDITION. AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, S:-jALL TAKE PRECEDENCE IN THE EVENT OF ANY QUESTION REGARDING THE CONTENT OF THES~ STANDARDS. 4. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY OR AFFECTING THE PUBLIC RIGHT -OF-WAY SHALL BE LIMITED TO THE HOUR BETWEEN 8:30 A.M. AND 4:00 P.M. NO TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PLACED IN THE ROADWAY UNTIL AFTER 8:30 AM. AND SHALL BE COMPLETELY REMOVED BY 4:00 P.M ALL EXCAVATION AREAS SHALL BE COMPLETELY COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCESSIBLE TO THE PUBLIC. 5. ALL EXISTll'JG SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT AN EXISrlNG SIGN IS CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION, THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE THE SIGNING AND SUPPORTING POSTS ENTIRELY AND REPLACE THE COMPLETE INSTALLATION, WITH NEW SIGNING AND SUPPORTS, AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES. 6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND ABUTTING PROPERTY OWNERS. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC .. PROPERLY INSTALLED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. 9. FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE CLOSURES. WHEN PLACED ADJACENT TO RESIDENTIAL AREAS, THEY SHALL BE SOLAR POWERED. 10. TRAFFIC DELINEATORS SHALL BE SPACED AT 25' MAXIMUM. 11 THE FIRST SIGN IN A SERIES OF ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS OR FLASHING YELLOW BEACONS, TYPE "B''. 12. FLASHING YELLOW BEACONS, TYPE "B'', SHALL BE USED ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL WORKING HOURS AS SET FORTH HEREIN. 13. 14. 15. 16. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES AS LISTED IN THESE STANDARDS. THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING AND LEGENDS TO THEIR ORIGINAL STATES AFTER COMPLETION OF CONSTRUCTION. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND 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. TYPE I AND 11 BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POSTS, AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 17 WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C" -STEADY BURN LAMPS. 18. ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY. 19. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, SIGNING, STRIPING, MARKINGS, AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY EINGINEER. 20. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. SLATER AVE. LA COLONIA AVE. --··········-.. C18 ... J':j( IJv ,1 t Cl 3 , ... f-- l/l y <( 0 150' BUFFER N ' SCALE 1"=40' .-•······ .. • .. ···• .. , 500' TAPER 500' 500' __ -~C~13.~ ... -.. ---------::.-.... -...... -.... -... -..... -..... -.. ------_-_-_--:_-:._-:._-_-.. -..... -.. -.... -.... _-_-_ ----------------------------_____ ., ------------IJJ --------------------------------------- '-------- -------------------------------------······J· ....... • ::I --------:----,;,_ ____ _ . C20(L!)tj '(tjC18 __ ... ... 500' ------... . . . . .............. . . ..L!) -------- .!_ S9 (._2_RT_,.,) _____ -------, 500' ----------------------------------------------------------------------------~------------------------------------- R17 • ... R17 N • ... • • I ._ • ._ • --~:.._~---:.""'-..---:.'o--= -=-=--------== =-------=---= = ========== ======================---. -""-== == == = --======== == ==== == == -----.---c --- - - -,,.... -----= - - ---r--::.~'::..='=:.':_"::._',;:;: -. __ ... ::: --.;-----------... ::: --------------..,... ----r ------------------------------·-------------- ---------------------------------------------------------------------1.11. ,.,. • -----~ -- --,if.),. ----·--··-------------------···--------·-·--..... -. 500' TAPER 150' BUFFER . .(i.; C13 , ♦ en t ' ..IL 0:::: ♦ t C18 I :.a. ... , ! 'c18 w . o_ z =:> 7 LEGEND e TRAFFIC DELINEATOR I TYPE II BARRICADE ][ TYPE Ill BARRICADE $i FLASHING ARROW SIGN '( HIGH LEVEL WARNING DEVICE jl SIGN ,._ DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) TEMPORARY CONCRETE BARRIER (K-RAIL) .. CRASH CUSHIONS I STAGE 2 ,c13 RECORD DRAWINGS Ti'iffl! kiJlr!l l!)rawin®i Iii!.,@ lll!l@n !IM!!Ji!rn!I !!asec! on informa!ion su!lmitted in llllrt b}'@!hl!n!o While lllis informaiion!s l!eUeved lo 1!11 reHable, ASL ConsqJffing Engineers is not responsible for ils accuracy, nor for errors or omissions which may have been Incorporated into , I- (/) 0:::: w 0 _J w 0 st r--------f ,, these plans as a result. ,-------------------,-----~-=~==--~-----,-----------------------:::--=--:-::-------,---,--.--------------,--rmml'llr------,--;:::;:;::-;-;:;-;--;---;;--:;-----::;;:--;-;-;~:-;-;;-;-:;::;=~--,i City of Fountain Valley ,:!-'~~~"::;::; 'le A~~-Con~ing Engineers ~ :c::IA " "W,.,,/p .c,i\._ f--R_E_A_c~_R_t_N~_M_l;_~_IO_~_cM_HA_l~_A_TE_R_-1~ C-.3004-L /;, ~;-$~ "i, ~r. z:/1~ '7°'(1?/9 ,> □ PALM SPRINGS g::,. 7-18-45 l.H OCEMA COMMENT'b ··r~ TRAFFIC CONTROL PLAN e--~ N{ 44352 £ EARL T. McARTHUR RC-£ 44352 EXP 6-30-97 D CAMARILLO Lr::,1-1--/4--1-151-l-H-.-+-e,-,r:-1_a"_n._W._N_TA-~-,v-V.:-~-UE.-Y-Cl-~-M--1---, DAlE ,;/r,,(~5 SLATER A VENUE AND OAK STREET -~ * Exp. 6-30-97 * l---1---+-------------+--+-----.-----l-------------......,..-------1/ ..r;,_ .::,-ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY DESCRIPTION APP'D DESIGNED DRA\IN FM CITY OF NEWPORT BEACH W-6240-S :-g APPROVED B DATE -1/( o~'Vc;L\,r:o"'~ IRVINE, CALIFORNIA 92718 0 SAN DIEGO CltECKl:D PK DATE 1--------.S- L ____________________________ _t _____ t-..a~;,...,,~~:L~~~~~!....!~-----J_---~~~ .. ~a::::::::._ ____ L.!.72.:14!,:-:.7:.:2:..!7'..:-:..:7'.,!;0!;;!9:=,9 ______________________________ .L ________ ..,:R,::E..:.Vl:Sl:ON:.::S:.... ________ L ____ L __ 4:../9 __ 5_L ___ u:_TI:.::L:..:IT::IE.:.S.:D:EP..:.A.:.R.::™:::E:..:N.:..T ___ ..Ls:::H.::E:.ET:....:2:.:.1..:0;;,F_:2.::6...JZ ~ ~ ~ r, ~ t GENERAL NOTES 1. THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF cvBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES, AND PROPERTY. 2. ALL WORK, MATERIALS, PRACTICES, AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION. THE STATE TRAFFIC MANUAL 1992 EDITION. THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION. AND THE CITY OF FOUNTAIN VALLEY TRAFFIC CONTROL STANDARDS. 3 THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION. SHALL TAKE PRECEDENCE IN THE EVENT OF ANY QUESTION REGARDING THE CONTENT OF THESE STANDARDS. 4. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY OR AFFECT1NG THE PUBLIC RIGHT-OF-WAY SHALL BE LIMITED TO THE HOUR BETWEEN 8:30 A.M. AND 4:00 P.M. NO TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PLACED 11, THE ROADWAY UNTIL AFTER 8:30 AM. AND SHALL BE COMPLETELY REMOVED BY 4:00 P.M. ALL EXCAVATION AREAS SHALL BE COMPLETELY COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCESSIBLE TO THE PUBLIC. 5. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT AN EXISTING SIGN IS CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION, THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE THE SIGNING AND SUPPORTING POSTS ENTIRELY A~ID REPLACE THE COMPLETE INSTALLATION, WITH NEW SIGNING AND SUPPORTS. AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES. 6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND ABUTTING PROPERTY OWNERS. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES. ETC .. PROPERLY INSTALLED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC .. TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. 9 FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE CLOSURES. WHEN PLACED ADJACENT TO RESIDENTIAL AREAS, THEY SHALL BE SOLAR POWERED. 10. TRAFFIC DELINEATORS SHALL BE SPACED AT 25' MAXIMUM. 11. THE FIRST SIGN IN A SERIES OF ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS OR FLASHING YELLOW BEACONS, TYPE "8". 12. FLASHING YELLOW BEACONS, TYPE "B". SHALL BE USED ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL WORKING HOURS AS SET FORTH HEREIN. 13. 14. 15. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES AS LISTED IN THESE STANDARDS. THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING AND LEGENDS TO THEIR ORIGINAL STATES AFTER COMPLETION OF CONSTRUCTION. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND 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. 16. TYPE I AND II BARRICADES SHALL BE USED. IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POSTS, AT THE DIRECTION OF THE CITY. WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 500' TAPER 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C" -STEADY BURN LAMPS. 18. ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY. 19. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, SIGNING, STRIPING, MARKINGS, AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY EINGINEER 20. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMEfJT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. LA COLONIA AVE. ... .,. ..... •••••••-• ••--••urnu••••• ........... ,.,..,., mwm•••••• • • "'"" ---- . .......................... ------........ . R7 C 13 I ... ,, 1· ··· .... ··········------------······· ..................... - j . C13 " ... ' f-en '::s::: <( ......................... --- i 0 150' BUFFER " " SLATER AVE. ·· ,JtL\ \\ N ' SCALE 1''=40' -·····--· ----... . ..... ······· ..................... . 500' TAPER 500' TAPER 500' 500' 500' 500' 100' OPENING ./;,...--2' 12' ..._ ______ - --------- ---+------- --+-------- --------- -------,----- -----,..,..,.----- -.... -...... -...... -... -..... -.... -... -... -._-__ ---__-=_-_-_-__ -_-_-_-_c_-1~---.:__-······-··· ············~~-=·-·-···-· .-. _-_+_-_-_-_-__ -_-__ ---__---__-_-_-__ -_-_-_-__ -_-_-_-_-__ ~ ;:.., -__ -_-_-_-__ -_-_-_-__ -_-_-__ ---__---__-__ -_-_--::....... ___ -•• -•• -•• -._-.. -. =-: -: .. -_-_ -.. -.... -.-.. -.. -.. -_.-.. -... -. -___ -: .... -.... -...... -:-:::::::_:_:;-✓-~· -.::::;2;·"' :~tJ:,/4 1 '•' ···········-_-_ -__ -:_ ::::::· ~,--~····:···:········· ~_R_1_~_-_ --~-~-...~~~~~-~~~---:--~---~--=-:.[:~;~l-~-:.~I:c; .. 3 .. ~ .. o· ~ ...... ~ ...... = ... ~ .... = .... :}_ .. =··=· ·~~~•~:6·3~0~~!:==!~==~~=~--.-~7:..:--;::i0~••:·~··:w~-1~t,=cn,::····~cz~o~rm • "~ ~•rn ---- -- -- --_, -: ~ ---------------~-R=-,~----~---------;: ------------....._ '::::,::1:::i V#ZQNg~ ; _/2\ ~~32 _ ••• _ -..-. . ---~ -_:!: - --~-= ~--• :::::::::::::::::::====== --~=----<-_-c:~=========~====:=~~~~'°~~ I 7:~:t~s:·~J-~.Jt.~-===·-~::=-~~~-~=~-===·!: -:;;:;;;:~-!;::::=-::-:!:=;-;-;· ~;;:;:~-==-:=:-::.:: ... ~:._:,cN~~]~;r;.R~:~;7Rlll'; 7 ' R7;_:~:-_:~:_;::~:-:~-;---~:;-~;a::_:::_~•!:'.:_:.==-==:·~--~~;;:::-:=;:;-~==4-~=::!-::::~::::~=~:::~~:~::=~:=~:=::=:~:=:=~~=::=:::~~=~~~:::-::,::~::~~;:~,~"",.c;.;~ • • ... ... -----... --------------------------------------- ..................... ------........................................... Lf'l --........................... . It Cl 8 ---------------------···-···------ 11 C7 i-: Ill C z <( _J 3 UJ z In T ;'--\_ I ~ "'":e-t5 '.iii( LTI ~ ·:c - .f ~t ti C5 I RT) I l""""' ) .,,, . ..., - • tj ~(IK) SC 3 ....... ' + ! C13 -.-! C5(RT) . T ---0 --- ---------; ------------------ ------------------~ := ;_ ::: ::: := ... ,. -------~--=·-= .. =-=-~---------............................ = .... ,.__ ..... '"""' ·--------,. ----·-----m ... ,rn,, .............. ,.,.,. ----~=r········ ':-.. : .. ~ ........... ,., ___ .., ............ --,Qr ~-. ····················· ··········· .... ..:.. -__ .. -------··· ----·····-~·::~ -------------~--=--. __ .<fl. ___ --___ -- t I f-en .... C 1 8 0:::: w Q_ z =:i 7 tjCS(LT) tj C20(BIKE) SLATER AVE. TALBERT AVE. -·------- • I I ~ y It LEGEND TRAFFIC DELINEATOR TYPE II BARRICADE TYPE Ill BARRICADE FLASHING ARROW SIGN HIGH LEVEL WARNING DEVICE SIGN DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) TEMPORARY CONCRETE BARRIER (K-RAIL) -CRASH CUSHIONS STAGE 3 RECORD DRAWINGS ------- -- ------c131t lliJl \ i + t .. , .a. C18 C13 !---en 0:::: w 0 _ _J w 0 ~ BIKE LANE DETOUR N.T.S TIies® Reoorcl IDmwlngs m~ ltietln l}rep;,,ed msed on inlorm~li<ln submitted in part by others. While this lnlormation is beliesed lo b~ reliable, ASL Consulting Engineers is not responsible for its accv ocy, nor for errors or omissions which may have been tncorporated i11L.1' these ptans as a result. .---------Ii C-3004-L 0 r-----------------------,-----~-,,,~=====:;,,,:-~-----,---------------------------=--:-=-::'"'."::"'.'"".'-----,-,--,-------------,-,nril'Rrnilrli-------r---;~:-;:-~-;---7,-:;--:;~~~~---;~:-:;:;;::;:;----J~ City of Fountain Valley 0 "~~HJ:~:tV~, «: ASL Consulting Engineers ~ ~:~:;1 A •• 1'= ~ REAc~RfNiMi~~10~c~AitATER 8 §0'1&;rpj,\ &;;e~A _ $'.:~1/}_?,~1/}_Y_.5:"______ □ PALM SPRINGS tf::, .... 7.-1fY!,f.-+-L-H-. _o_c_E_M_A __ o_o_M_M_E._N_T5 ____ __, u~'&:tmcl<iR" R'.clNo.:is799 1-----T-R_A_F_F_I_C_C_O_N_TR_O_L_P_L_A_N ___ -1g ~ No. 44352 ;; EARL T. McARTHUR RCE 44352 EXP 6-30-97 D CAMARILLO £1-1--14--'16-+-l-H-.-+C-r_rt_OF_FCU._'NT,_7l_lN_il!_'ALLE __ .,-_=_M_M_c/Y-IT't-+-~ DATE 5 /c../~, SLATER AVENUE ANO OAK STREET ~ I'>.. * Exp. 6-30-97 * -::::::-:=:-:-::J~~~~~~~-=-;;;::::;:::_ ili--~--1 J'/' ,">c ONE JENNER STREET. SUITE 200 □ SAN BERNARDINO DATE BY DESCRIPTION APP'D DESIGNED PK DRA'AN HI CITY OF NEWPORT BEACH W-6240-S § A~PPROVED sf JEFFREY s. SINN -~ DATE "?.r CI V \ I. <:jc;,...,. 1--------0 " CITY ENGINEER or Cf'.\.,, IRV1NE, CALIFORNIA 92718 □ SAN DIEGO REVISIONS CHECl<fD DATE 4/95 UTILITIES DEPARTMENT SHEET 22 OF 26 / L ____________________________ _.L _____ -1,,,....Jc:i..ur"-Zli~□~z.:~ti.-;i_".....J~;,lSJ;vn:__;i;,-;;;-•u•.:.l·n:za.□--+-----.L---_.:~~~;:::_ ____ _.L_f__71J..:4!-=..:7:_,:2:,i7~7~0::!99::_ _____________________________ _j ________ __:,;:,,:,;:.:;.:.:.., ________ ..L ____ ..J.. __ _;__...1.. ___ ...:.....:::_.:::_.:::_ _ __: ____ ....1...__:__:=--=:.....iz '---~ J' - \.! ?\ (i ~ .. .... "' -1-.__ ~ ' • --I' ' ' ~ :) ~ l_ ....! ~ ~ iY ,,.. ~ ] i GENERAL NOTES 1. THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES, AND PROPERTY. 2. ALL WORK, MATERIALS, PRACTICES, AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, AND THE CITY OF FOUNTAIN VALLEY TRAFFIC CONTROL STANDARDS. 3. THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, SHALL TAKE PRECEDENCE IN THE EVENT OF ANY QUESTION REGARDING THE CONTENT OF THESE STANDARDS. 4. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY OR AFFECTING THE PUBLIC RIGHT-OF-WAY SHALL BE LIMITED TO THE HOUR BETWEEN 8:30 A.M. AND 4.00 P.M. NO TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PLACED IN THE ROADWAY UNTIL AFTER 8:30 A.M. AND SHALL BE COMPLETELY REMOVED BY 4:00 P.M. ALL EXCAVATION AREAS SHALL BE COMPLETELY COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCESSIBLE TO THE PUBLIC. 5. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT AN EXISTING SIGN IS CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION, THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE THE SIGNING AND SUPPORTING POSTS ENTIRELY AND REPLACE THE COMPLETE INSTALLATION, WITH NEW SIGNING AND SUPPORTS, AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES. 6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND ABUTTING PROPERTY OWNERS. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO CONSTRUCTION 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. 9. FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE CLOSURES. WHEN PLACED ADJACENT TO RESIDENTIAL AREAS, THEY SHALL BE SOLAR POWERED. 10. TRAFFIC DELINEATORS SHALL BE SPACED AT 25' MAXIMUM. 11. THE FIRST SIGN IN A SERIES OF ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS OR FLASHING YELLOW BEACONS, TYPE "B". 12. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL WORKING HOURS AS SET FORTH HEREIN. 13. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES AS LISTED IN THESE STANDARDS. 14 THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING AND LEGENDS TO THEIR ORIGINAL STATES AFTER COMPLETION OF CONSTRUCTION. 15. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND 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. 16. TYPE I AND II BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POSTS, AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 500' TAPER C13 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C" -STEADY BURN LAMPS. 18. ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY. 19. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, SIGNING, STRIPING, MARKINGS, AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY EINGINEER. 20. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. SLATER AVE. LA COLON IA A \/E. ----------·-·"""' R7 C13 ... t f- Ul ':s' <( 0 150' BUFFER N ' SCALE 1 "=40' 500' TAPER 500' TAPER 500' 500' 500' 500' 1 oo· OPENING ------- ------------ --------- --------- --------- --------- --------- -_____ ., ... ... ------------,-------------------£ ------------------------ / ... -------------------------- ---- -------------------__.:;o------=:c:4_ =--=--=-=-=---=--=---=-=-=--======--=--=-=-=-- -------:-..~=-~-:--~-~~~----_ .. ---------------~-:.:-~~i?--""' t ... er: C18 W Q_ z => J ... R17 R17 ----------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------1.D .. ,. ---..•.........• ···········------· ----------••••• i,O •••••• STAGE 4 LEGEND e TRAFFIC DELINEATOR I TYPE II BARRICADE ][ TYPE 111 BARRICADE ~ FLASHING ARROW SIGN Y HIGH LEVEL WARNING DEVICE JI SIGN ~ DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) TEMPORARY CONCRETE BARRIER (K-RAIL) -CRASH CUSHIONS ... C13 RECORD DRAWINGS · . __ _ . been prepared based on mforn,.H•1.•r: lheSe. Rec~rd _Orawmgs ~=v\1Whilethis informationisbeHeved tc;:1,/,t\.Jo;;' subro,tted m part cy_gttle g1' -not resµ<>nsible for its acll>I a rcy,y. reliaCle, ASIWi:onsulbng l;n neers ,s ., ... ~pq,atewototo nandotcerr11rerer01>misSienS. ,whi<:icma'"',.. t ._._ C18 f- Ul cr: w 0 _J w u ., -------111 C-3004-L - r -=------------:---:---,----:::;;;;:;:;:;:;::::-----,------=--------------=-------=-----~=~:-----r---r-,-------,-[7il5Pd~pl-.as.AElllill:IW!'L1 1c~~"""'ii"T~U1Mr'Lt"iirnm1° 3 C V I S C . □ ARCADIA REACH # 3 36-INCH WATER ~ ity of Fountain 8 ley \. Mc,qf A L onsulting Engineers ■ IRVINE CJ,/4/4_ ~~ >--_ ___;_T.:...:,:.RA...::..cN:.=SMC:.:.:.IS::::..::S:.:...::10:.:....:.N_.:.;Mc:.:..;A::.:..:IN'-------I~ c..-, ~'<-'v ~ y · · c;;i O PALM SPRINGS LH. OCEMA COMIV/ENTB unu~Miiltc'tol!itc:t:tioJa?99 TRAFFIC CONTROL PLAN ~ -"" ,~Df' ~/111~ w/2.~ I/ ~ No· 44~ EARL r. McARTHUR RCE 44352 EXP 6-30-97 D CAMARILLO I CtrY0rFOI.INTA!N VALl..£YCOMMe DATE "'L°'f 9 ' SLATER AVENUE AND OAK STREET ~ * Exp~ ~~3 1 °~97 ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO~i--D-Al-E-1---BY-I-------D-ESCRI-P-TION------1--AP~P.-D-1--DE-S-IGN_ED __ PK-.--DR-A""--F-l.4--+--C-I_T_Y_ OF NEWPORT BEACH W•5240·8 i L-----------------------------LA_P_P_R_o_v_E_D_B~.-!Ll;.~~az;iu_...EAE,.1.:.~~..l,,--------1----..:::'.:o::r~c"='-;::;:: _____ L 1!..R~Vl~N~E:.!, !..C.:A!..L~IF!O~R-N-IA_9_ 27 _ 1 _8 _________________ □_s_A_N_D_1E_G_o ____ ,L ________ LR::.EVI __ S:.:.IO:.:.N:.:S _________ ....1LCH-ECK_E_o __ ..LD_A_TE-L4~9_5_1--__ ..Lu_T.:,ILI_TI __ Es_DE_P_A_RT_~_EN_T ___ ....J.~S~H-E_E~T~2;s~~o-F_-.:,-2:.-5:.-~:./ 714-727-7099 - l ---------( / I I , ) GENERAL NOTES 1. THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES, AND PROPERTY. 2. ALL WORK, MATERIALS, PRACTICES, AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, AND THE CITY OF FOUNTAIN VALLEY TRAFFIC CONTROL STANDARDS. 3. THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, SHALL TAKE PRECEDENCE IN THE EVENT OF ANY QUESTION REGARDING THE CONTENT OF THESE STANDARDS. 4. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY OR AFFECTING THE PUBLIC RIGHT -OF -WAY SHALL BE LIMITED TO THE HOUR BETWEEN 8:30 A.M. AND 4 00 P.M NO TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PLACED IN THE ROADWAY UNTIL AFTER 8:30 A.M. AND SHALL BE COMPLETELY REMOVED BY 4:00 P.M. ALL EXCAVATION AREAS SHALL BE COMPLETELY COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCESSIBLE TO THE PUBLIC. 5. ALL EXISTING SIGNING SHALL BE PROTECTED IN PLACE AND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT AN EXISTING SIGN IS CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION, THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SIGNING OR REMOVE THE SIGNING AND SUPPORTING POSTS ENTIRELY AND REPLACE THE COMPLETE INSTALLATION, WITH NEW SIGNING AND SUPPORTS, AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES. 6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND ABUTTING PROPERTY OWNERS. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS, DELINEATORS, BARRICADES, ETC .. TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. 9. FLASHING ARROW SIGNS (FAS) SHALL BE USED FOR ALL LANE CLOSURES. WHEN PLACED ADJACENT TO RESIDENTIAL P,REAS, THEY SHALL BE SOLAR POWERED. TRAFFIC DELINEATORS SHALL BE SPACED AT 25' MAXIMUM. 10. 11. 12 THE FIRST SIGN IN A SERIES OF ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS OR FLASHING YELLOW BEACONS, TYPE "B". FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL 13. 14. 15. 16 WORKING HOURS AS SET FORTH HEREIN. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES AS LISTED IN THESE STANDARDS. THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING AND LEGENDS TO THEIR ORIGINAL STATES AFTER COMPLETION OF CONSTRUCTION. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND 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. TYPE I AND II BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POSTS, AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 500' TAPER .... ~ 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, lHEY SHALL BE TYPE "C" -STEADY BURN LAMPS. 18. ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORKING DAY. 19. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, SIGNING, STRIPING, MARKINGS, AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY EINGINEER. 20. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. LA COLONIA AVE. --------· --------__ .,.,.,, ----.... , ............. ---· ····-•••••• _____ .. .. SLATER ... C18 \ ... . I • ' t I . .. / / f C13 i ... f--- V) . _ ......................... . ........... -· ...... . N ' SCALE 1''=40' ········"' .............. . . ............................ . . . , ............. , ..... . ............................ . , .............. --· 150' BUFFER 500' TAPER 500' TAPER 500' 500' 500' 500' ------------------------· ······ ............... ········ ............ __ .............. \0........ .. . ---- ------_j""C-'-18 ________ -·-·-----, "··· •.. -• j..: II) 0 z <t .J 3::: UJ z 11 C7 ~ - &. C5( LTl ... ',<'ft' -SLATER AVE. TALBERT AVE. 11 C5 I RT) ~ ,_ V) . ~ 0 z ~ WORK r.-~~ EA ' ' I ' ) BIKE ti - ... . .. C13 ... , . i ' . ti b' I ii! C2(BIKE) ◄ C5(RT) ... / f--- (J) t f18 8J : Q_ z ! ~ tjC5(LT) tj C20(BIKE) ... .... SLATER AVE. TALBERT AVE. • I ][ t y It ... LEGEND TRAFFIC DELINEATOR TYPE 11 BARRICADE TYPE 111 BARRICADE FLASHING ARROW SIGN HIGH LEVEL WARNING DEVICE SIGN DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) TEMPORARY CONCRETE BARRIER (K-RAIL) • CRASH CUSHIONS • t ...lc13 ... C18 f- STAGE 5 (J) O'.'. w 0 __J w RECORD DRAWINGS LANE DETOUR Tnesc Record !Drawings have Ileen prepared based on ,ntormat,.c,, submilied ;n part by others. While this information is believed to"" relu,ble, ASL Consulting Engineers is not responsible for its accurac :-'. nor for errors or omissions which may have been incorp,orated into these plans as a result. 0 •T N.T.S r--------, .. 11 C-3004-L "' .----------------r----::;;;:::,:;;::._---....,......----------------□-A-R-CA_D_IA----r------.-,----------,--n,_15151! '' "li'iii'.'lf:il'""D -----,----::R::-::E:--:-A-::::C-;-;H-#-;:--:::3;---'.3:::;-:6~1 N:--:-C:::-:H"":-:":W::--:A-=T:::::ER;::---,~ City of Fountain VaUey !~:~'.){\ ,~ ;jsultin~/ .. !~gineers ~ ~::~'ses,Ncs £f-~-18-_9.4:S _lH-. __ 0 _CE_IV1_A_Ci_ 0 _M_M_12N_71_~-------l ufqi~~O.:J8)gg ---T-;-~A_F~-1~_M_~s-gN_1~-~-o-~-A~-~A_N __ __,g 'ct ~~. 4~ ;; EARL T. McARTHUR RCE 44352 EXP 6-30-97 D CAMARILLO fl:. 7-/4-'15 l/l CI7YOFRX/NTAIN VAlltoYC'OMMENTS DATE 5/te(~s SLATER A VENUE AND OAK STREET §. * Exp. 6-30-97 * <D &-----~;: c,v,1.. fie.~"' ONE JENNER STREET. suITE 200 □ SAN BERNARDINO DATE ev DEscR1Pr10N APP'o DESIGNED PK oRA'AN FM CITY OF NEWPORT BEACH t--_w_-5_2_4_0_-_s_-,§ APPROVED BY/ if.fJR[JG1t·Ei~NN ~ ""\ DATE {' or CAL\\\) IRVINE, CALIFORNIA 92718 □ SAN DIEGO REVISIONS Cll:CKED DATE 4/95 UTILITIES DEPARTMENT SHEET 24 OF 25 / L----------------------------...l-----+-.El..i Rr"-.f...~..2.f ?>Al,.;~~r: "-l.--E"'aXfVC:,__3;i;·;.,;l31W,;l-;.J:SQRL..-4 ., _____ _L ____ .::::::=='='~:::_ ____ ....1._,!.7~14:.:_7;.,:2:,;7:.:-:.:7:,,;0!,:9~9 ______________________________ .J..---------------------'------'-----.L.-------------L--'------.....lz ----------'--~ _ _,.,J I -4 ---.. -('' ' 1 ~ GENERAL NOTES 1. THESE STANDARD NOTES AND PLANS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE WORK, INCLUDING SAFETY OF ALL PERSONS, VEHICLES, AND PROPERTY. 2. ALL WORK, MATERIALS, PRACTICES, AND PRINCIPLES SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS For, CONSTRUCTION AND MAINTENANCE WORK ZONES "1990 ,EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, ANO THE CITY OF FOUNTAIN VALLEY TRAFFIC CONTROL STANDARDS. , 3. THE CALTRA"<S MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AIIO MAINTENANCE WORK ZONES 1990 EDITION, THE STATE TRAFFIC MANUAL 1992 EDITION, ANO THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 1990 EDITION, SHALL TAKE PRECEDENCE IN THE EVENT OF ANY QUESTION REGARDING THE CONTENT OF THESE STANDARDS. 4. CONSTRUCTION OR MAINTENANCE ACTIVITY IN THE ROADWAY OR AFFECTING THE PUBLIC RIGH7 -OF-WAY SHALL BE LIMITED TO THE HOUR BETWEEN 8:30 A.M. AND 4:00 P.M. NO TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PU\CED IN THE ROADWAY UNTIL AFTER 8:30 A.M. AND SHALL BE COMPLETELY REMOVED BY 4:00 P.M. ALL EXCAVATION AREAS SHALL BE COMPLETELY COVERED WITH STEEL PLATES OR TEMPORARILY BACKFILLED AND SURFACED SUCH THAT ALL LANES OF TRAFFIC ARE RESTORED AND FULLY ACCESSIBLE TO THE PUBLIC. 5. ALL EXISTING SIGNING SHALL BE PROTECTED IN PL.ACE /\ND FREE FROM OBSTRUCTED VIEW FOR TRAFFIC. IN THE EVENT THAT AN EXISTING SIGN IS CONTRADICTORY TO TEMPORARY SIGNING FOR CONSTRUCTION, THE CONTRACTOR SHALL EITHER COMPLETELY COVER THE EXISTING SiGN!;,G OR REMOVE THE SIGNING AND SUPPORTING PO'.::>T:3 EMTIRELY ANO REPLACE THE COMPLETE INSTALLATION, WITH NEW SIGNING ANO SUPPORTS, AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES . . 6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC AND ABUTTING PROPERTY OWNERS. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC. PROPERLY INSlALLED PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AT ALL TIMES, ALL SIGNS. OELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFt IC. 9. FLASHING ARROW SIGNS (FAS) 5HALL BE USED FOR ALL LANE CLOSURES. WHEN PLACED ADJACENT TO RESIDENTIAL AREAS, THEY SHALL BE SOLAR POWERED. 10. TRAFFIC DELINEATORS SHALL BE SPACED /\T 25' MAXIMUM. 11. THE FIRST SIGN IN A SERIES OF ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FU\GS OR f-LASHING YELLC:W BEACONS. TYPE "B". 12. FU\SHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL BARRICADES THAT PROTECT THE WORK AREA AFTER NORMAL WORKING HOURS AS SET FORTH HEREIN. 13. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZES AS LISTED IN THESE STANDARDS. 14. THE CONTRACTOR SHALL BE REQUIRED TO REPLACE STRIPING AND LEGENDS TO THEIR ORIGINAL STATES AFTER COMPLETION OF CONSTRUCTION 15. ALL DELINEATORS SHALL BE 36" MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND 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. 16. TYPE I AND II BARRICADES SHALL BE USED, IN LIEU OF OR IN ADDITION TO RUBBER GUIDE POSTS, AT THE DIRECTION OF THE CITY, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 17. WHERE LIGHTS /\RE USED TO DELINEATE THE TRAVELED WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C' --STEADY BURN LAMPS. 18. ALL RESIDENTIAL STREET ACCESS RESTRICTED BY CONSTRUCTION OR MAINTENANCE ACTIVITIES SHALL BE RESTORED AT THE END OF EACH WORi<.ING DAY. 19. CONTRACTOR SHALL REPLACE ALL TRAFFIC DETECTION DEVICES, SIGNING, STRIPING, MARKINGS, AND LEGENDS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY EINGINEER. 20. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK. AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAi_ DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION SLATER A VE. LA COLONIA AVE. t , C13 .... . ' f-! (/) ~ <( 0 150' BUFFER ARRAY" TG" PER / CALTRANS STD. T-2 500' TAPER N ' SCALE 1"=40' 500' 500' ········--·--·--······~ ---__ ... ---------,J!I.GJ~=---= .. ----------------------------~---------I-.... -;r--7-···---7_,. -----------------------------------------------~------------------------------------------------------------------------------------.... .---------------- -..... _____ ![)_ ►C1 e ------··-·---------··-··--=----- I-' ~ (/) C z <( ~ ..J 3: 0 z w j z C5( LTl ti C7 Jl. l><l(X1 BIKE Iii C, I ffi C2(BIKE) CS(RT) ... LANE DETOUR N.T.S ... ~ ... ----------------------- - - -- - - -----------... -----: -------------~ r------..;: ----------- - - ------------ ------------------------------------------------------------------------------------------------'-~------------------------ I.() ------------------------------------------------------------------------------------~----- - - --------- -------------... 0:::: w (l_ z =:i 7 41cs(L T) ti C20(BIKE) SLATER AVE. TALBERT AVE. City of Fountain Valley APPROVED B JE.FFREY S. SINN CITY ENGi NEER ..... ----···········--·········---····· ! C13 ------------------------------- - ---------·--------------------------... • I LEGEND TRAFFIC DELINEATOR TYPE II BARRICADE TYPE 111 B~.RRIC.~DE FLASHING ARROW SIGN HIGH LEVEL WARNING DEVICE SIGN DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) TEMPORARY CONCRE"fE BARRIER (K-RAIL) • CRASH CUSHIONS ____ _.....,,-' Consulting Engineers EARL T, McARTHUR RCE 44352 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92718 714-727-7099 EXP 6-30-97 STAGE 6 RECORD DRAWINGS These_ Record Drawings have been prepared based on informali<,n su_bmilted ,n part ty others. While this information is believed to be reliable, ASL Consultmg_Englneers is not responsible for its accuracy, ""' fer errors or omissions Which may have been incorporated inlo -.. "'8~ • a result. f- (/) 0:::: w 0 _J w C-3004-L □ ARCADIA REACH # 3 36-INCH WATER ■ IRVINE bx: L TRANSMISSION MAIN D PALM SPRINGS 1-1--18--16-+-L-H-. +--O_C_E._M_A __ C_'O/Vl_M_E_/\J_T_t:, ___ 1------1 u~tffi,l( ~,. R:ZE'rio:ia799 1------T-R_A_F_F_I_C_C_Q_N_T_R_O_L __ P_L_A_N-----1 □ CAMARILLO / 7-14-'rS l-H CITffFPOUNTAIN VALLF-Y COMM DATE ,;/~(qc; -SLATER AVENUE AND OAK STREET D SAN BERNARDINO □ SAN DIEGO DATE BY DESCRIPTIOI! REVISIONS APP'D DESIGNED PK CHECKED DRAWN n.1 CITY OF NEWPORT BEACH W-524O-S DATE UTILITIES DEPARTMENT SHEET 25 OF 25 ' ~ ~ ~ ' r § 4