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HomeMy WebLinkAboutW_5365_Su u , ' ' • ' • • r, . • . l CONSTRUCTION PLANS A JOINT PROJECT · LAGUNA BEACH COUNTY WATER DISTRICT , :,, .: "f • ' • .•411' ( , . , REVIEWED •• ' • I L!~,. H' .• :,:: 1CH COUNTY ·'!ATER DISTRICT : I-- ~-. : . ._. __,. •. (TRUSTEE) , . IRVINE RANCH ·ATER DISTRICT AND CITY OF • NEWPORT BEACH . (IRVINE COAST DEVELOPMENT) -SECTION 1 B & · 2 REVIEWED IRVINE RANCH WATER. DISTRICT ,.,, ~---·- \ '." ' REVIEWED CITY OF NEWPORT BEACH _.... . i G-1 8 .. ... • 't • • .: . I i .. 0 ., .• ABAND ADDIT'L AWWA .l!'.-PT ACP AC BC B. FLO BOP BOT .. B. FLY Cl CB CML&C i CTOC CL CLR CONC COND CMF csooc CPLG C&G CF .DIA/(/> DWG DI EA E EL/ELEV ETS EC EMA EX/EXIST EXHVY FIN PG PH FLO ·"813 '\ ··~ ...,. ___ _ PROJECT LOCATION -~- 0 l C'~ SAN o,eco COUNTY ..., -'\, VICINITY MAP I 0 5 10 .. - --··-- -SCALE IN MILES ABBREVIATIONS ABANDONED MFG MANUFACTURED ADDITIONAL MAX MAXIMUM AMERICAN WATERWORKS ASSOC. MECH MECHANICAL ANGLE POINT MIN MINIMUM ASBE>TOS CEMENT PIPE NTS NOT TO SCALE ASPHALTIC CEMENT NO. NUMBER BEGIN CURVE 0/C ON CENTER BLIND FLANGE OD OUTSIDE DIAMETER BOTTOM OF PIPE PVM'T PAVEMENT BOTTOM (INVERT) PCC POINT OF COMPOUND CURVE BUTTERFLY VALVE PRC POINT OF REVERSE CURVE CAST IRON PE PLAIN END CATCH BASIN PL PLATE CEMENT MORTAR LINED & COATED PVC POLYVINYL CHLORIDE PIPE CENTERLINE PP POWER POLE CENTER TO CENTER PROF PROFILE CLASS It PROPERTY LINE CLEAR/CLEARANCE RAD RADUIS/RADIAL CONCRETE RR RAILROAD CONDUIT REINF REINFORCED CORRUGATED METAL PIPE RCB REINFORCED CONCRETE BOX COUNTY SANIT, DIST. OF OR. CO. RCP REINFORCED CONCRETE PIPE COUPLING REQ'D REQUIRED CURB AND GUTTER REQM'T REQUIREMENT CURB PACE RT RIGHT DIAMETER R/W RIGHT-OF-WAY DRAWING SAVI SANTA ANA VALLEY IRRIGATION DUCTILE moN SHT SHEET EACH S SLOPE ELECTRICAL SPEC SPECIFICATION ELEVATION SQ SQUARE ELECTROLY8IS TEST STATION SS STAINLESS STEEL END CURVE STD STANDARD ENVffiON. MANAGEMENT AGENCY SP STAND PIPE EXISTING STA STATION EXTRA HEAVY STL STEEL F~ISHED SD STORM DRAIN pt'\iSH GRADE T TANGENT '; --~iRANT WEL ~:t:~:?t: f • 'B _,.~ TB THRUST BLOCK f, 'JI• r TOC TOP OP CURB f . ,., i TOP TOP OF PIPE '· Uc. TSL TRAFFIC SIGNAL LIGHT t· ,..,. 'J'YP TYPICAL 4. ... I!' UG UNDERGROUND c ~-~me~ Gi 'E /i" .~ '"tD'l','V VERTICAL ., r pn • "A• a> VlfRIPIED CLAY PIPE .. r l" i 1 / ,'JfD e./,~ .i.1)J I' ·:/ ,.. --,· WA~R ,,-• ,•. ·\ ~ 1.,, ,~:r.1"E8"~--~r., ., ,, '/1/A 'f" .. LOCATION MAP LEGEND a: SYMBOLS ENGINEERS NOTICE TO CONTRACTOR -+· ' • 6 NEW TRANSMISSION MAIN SIZE AS NOTED w~ EXISTING WATER MAIN & VALVE S--0----EXISTING SEWER MAIN & MANHOLE T EXISTING TELEPHONE CONDUI.T 0 EXISTING OIL OR FUEL MAIN SD EXISTING STORM DRAIN LINE E EXISTING ELECTRICAL CONDUIT G EXISTING GAS MAIN y ·, A,.:-.;..,_,. ETS STATION LOCATION ti : IH -::-+ ACCESS MANHOLE BLOWOFF LOCAT.ION • CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND_ SURVEYORS CONSTRUCTION CONTRACTOR AGREES TllAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE ·PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS.REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITll THE PER- FORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM TllE SOLE _NEGLIGENCE OF DESIGN PROFESSIONAL. . 1 / -;-'ff -l ........ ~-A._.,, -.--c-:-~Pi ., --r·" I , ,;,-·--'-5ii"'f t---· J --=·-~ ·-:·•~·-'.C~' .. ,>_,~-l."~~---"-" .. _'°' ,.- ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO TIIE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXA~1INED, LOCATED AT VARIANCE WITH THOSE REPORTED ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT TIIE SITE. IT SHALL BE TIIE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OP ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON TIIIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TIIE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL, COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND· SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL , PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TIIE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. TUE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND JAMES M. MON1''l0"1ERY. CONSULTING ENGINEERS, 11>1~. DOES NOT GUARANTEE THE ACC' .• ,.;, OF THE ESTIMATED QUANT!"' -THE CONTRACTOR SHALL PEh. ,:fti'tf JI!$ OWN QUANTITY "'.•I(-'RE SUBMITTING A BIO FOR AN' • ,1n ('f TIil' l'•""f'"V' ,1 1 , .., , •· TII ;.',E Pl.ANS, ....,,.. __ , -~--, ) . I ~ ·:. [ 0 LIST OF AGENCIES .ALL INFORMATION RELATIVE TO THE LOCATION, TYPE AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR bN THESE PLANS WAS PROVIDED BY THE FOLLOWINCi RESPECTIVE OWNERS OR AGENCIES. NAME AND ADDRESS CITY OF LAGUNA BEACH 505 FOREST AVENUE LAGUNA BEACH, CA. 92651 ABBREVIATION CITY OF L.B. LAGUNA BEACH COUNTY WATER DISTRICT LBCWD 306 THIRD ST. P.O. llOX 987 LAGUNA BEACH, CA. 92652 IRVINE RANCH WATER DISTRICT IRWD 18802 BARDEEN AVENUE IRVINE, CA. 92715 THE IRVINE COMPANY TIC 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. 92660 SOUT!i COAST WATER DISTRICT SCWD 31592 WEST ST. SOUTH LAGUNA, CA. 92627 ENVIRONMENTAL MANAGEMENT AGENCY EMA 400 CIVIC CENTER DRIVE SANTA ANA, CA. 92702 CALTRANS CALTRANS DISTRICT 7 P.O. BOX 2304 LOS ANGELES, CA. 90051 UNDERGROUND SERVICE ALERT USA ORANGE COUNTY SANITATION DISTRICT OCSD 10844 ELLIS AVENUE FOUNTAIN VALLEY, CA. 92728 PACIFIC BELL PT/T 1452 EDINGER, ROOM 1331 TUSTIN, CA. 92680 GENERAL TELEPHONE GTE 6774 WESTMINSTER AVENUE WESTMINSTER, CA. 92683 SOUTHERN CALIFORNIA EDISON CO. SCE 14155 BAKE PARKWAY IRVINE, CA. 92718 SOUTHERN CALIFORNIA GAS CO. SCG (DISTRIBUTION DIVISION) 1919 SOUTH STATE COLLEGE BLVD. ANAHEIM; CA. 92803 (TRANSMISSION DIVISION) 2191 EAST BIRCH ST. BREA, CA. 92621 STATE OF CALIFORNIA OSHA DEPT. OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION MINING AND TUNNELING UNIT 3704 STATE STREET, SUITE 307 SANTA BARBARA, CA. 93105 COM CAST CABLE CCC 1400 NORTH MAIN ST. SANTA ANA, CA. 92701 DIMENSION CABLE DC 26181 AVENIDA AEROPUERTO SAN JUAN DE CAPISTRANO, CA. 92675 TELEPHONE NOS. 714/497-3311 714/494-1041 714/476-7500 714/720-2000 714/499-4555 714/834-2300 213/620-2692 800/422-4133 714/540-2910 714/891-5321 714/895-0244 714/458-4447 714/634-3117 714/529-2889 805/569-0064 818/901-5420 714/547-3303 714/240-1212 r G OF 19 / ) • .. GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, TYPE AND DEPTH OF ALL EXISTING UTILITIES AND INTERFERENCES SITUATED ALONG THE ROUTE OF THE NEW PIPELINE PRIOR TO FABRICATION AND INSTALLATION OF THE NEW PIPELINE. 2. A MINIMUM COVER OF 4 FEET SHALL BE MAINTAINED OVER THE PIPELINE, EXCEPT WHERE OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. 3. ALL BURIED VALVES SHALL BE PROVIDED WITH RISERS, VALVE BOXES, AND COVERS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 4. ALL PERMANENT RESURFACING, CURBS, GUTTERS, CROSS DRAINS AND OTHER EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE RECONSTRUCTED TO THE SAME ELEVATIONS AND LOCATION AND IN ACCORDANCE WITH THE AGENCY HAVING JURISDICTION OVER THE PROJECT AREA. 5. ALL EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. 6. STATIONS SHOWN ON THE DRAWINGS FOR AIR RELEASE/AIR VACUUM VALVES, BLOW OFFS AND ELECTROLYSIS TEST STATIONS ARE FOR PIPE FITTING PURPOSES. EXACT LOCATIONS OF BOXES AND APPURTENANCES SHALL BE DETERMINED BY THE ENGINEER AND A RECORD OF THE LOCATION KEPT BY THE CONTRACTOR. 7. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE PERMIT REQUIREMENTS OF THE AGENCY HAVING JURISDICTION. COMPACTION TEST WILL BE DONE BY THE OWNER, AT A COST BORNE BY THE OWNER. COST OF RETESTING OF COMPACTION FAILURES WJLL BE THE RESPONSIBILITY OF THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING LABOR AND EQUIPMENTS NECESSARY TO ASSIST THE OWNER'S PERSONNEL IN PERFORMING THE COMPACTION TESTING. COSTS TO REMOVE, CORRECT AND RECONSTRUCT OR REPAIR ANY WORK WHICH FAILS TO MEET THESE SPECIFICATIONS, AS WELL AS RETESTING, SHALL BE BORNE BY THE CONTRACTOR. 8. SERVICE LATERALS I.E. WATER, GAS AND SEWER, ARE NOT SHOWN IN THE PROFILE VIEW. THE CONTRACTOR SHALL VERIFY THE LOCATION, TYPE, SIZE AND DEPTH OF EACH LATERAL PRIOR TO COMMENCEMENT OF EXCAVATION OPERATIONS. A RECORD OF EACH LATERAL LOCATION SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER AFTER THE COMPLETION OF THE CONSTRUCTION. 9. ABANDONED PIPELINES OR FACILITIES WITHIN PACIFIC COAST HIGHWAY SHALL HAVE THE INTERFERING SECTIONS REMOVED AND THE ENDS PLUGGED OR SEALED, IN ACCORDANCE WITH THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OVER THE FACILITY. 10. BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 % RELATIVE DENSITY, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95 % RELATIVE DENSITY, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 11. ALL BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER THE GRADING CODES. 12. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE DUST CONTROL MEASURES. 13. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 14. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SCHEDULE THE CONSTRUCTION TO MAINTAIN ACCESS ALONG THE CONSTRUCTION ROUTE DURING HEAVY TRAFFIC HOURS AND SEASONS. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL MEASURES AND DETOURS AS REQUIRED BY THE AGENCIES HAVING JURISDICTION OVER THE PROJECT AREA. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS CONTAINED WITHIN ALL PERMITS. ANY TRAFFIC PLANS AND THE CONTRACT DOCUMENTS IN REGARDS TO ACCESS, TRAFFIC ROUTING, HOURS OF CONSTRUCTION AND INSPECTION. 16. AT THE CLOSE OF EACH WORKING DAY, ALL OPEN TRENCHES SHALL EITHER BE COMPLETELY BACKFILLED OR TOTALLY PLATED BEFORE LEAVING THE SITE, IF WITHIN 100 FEET OF TRAVELWAY. 17. DURING CONSTRUCTION, TEMPORARY ACCESS TO ALL RESIDENCES AND BUSINESSES MUST BE PROVIDED FOR EMERGENCY VEHICLES. ACCESS TO RESIDENTIAL DRIVEWAYS MUST BE OPEN AT THE CLOSE OF EACH DAY AND UNTIL 9:00 AM THE FOLLOWING DAY. ACCESS TO COMMERCIAL PROPERTY MUST BE MAINTAINED THROUGHOUT THE WORKING DAY, UNLESS OTHERWISE ~flOVIDED. IF DRIVEWAYS ARE CLOSED, TEMPORARY ACCESS TO THE F 'QPERTY MUST BE PROVIDED AND APPROVED BY THE AGENCY HAVING J Hi. .,":,DICTION. ,.... .- :;c ,..,!ACTOR SHALL PROVIDE A TEST BUMP HEADS AT STA 103 + 82 FOR >OSE OF HYDROSTATIC TESTING THE NEW PIPELINE. ALL TESTING ~., SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. · . , , , . ,. ·9 TO TEST AGAINST EXISTING VALVE AT STA. 132 + 24+.) . .,, . • ,, I':'; ,r. : ::, ,·n. ·,, • v· • SHALL CO,•~' T I NDt: RGROUND SERVICE ALERT, 1-800·422- I.'" .; YC': :.~f(:-,·,n,---~·-=W'•T ~F .::··--xCAyATIONOPERATIONS. .,,. ~/-, ~: '. .- '' } -• t • __ ;ir-:t ~.:•; ',. • ,, • ' 'ji:-; 0 R F r.r•UTIES ·• -: • ~''"INS BENCH MARK ORANGE COUNTY SURVEYOR BENCHMARK R 167 2.0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT.) FROM THE POST OFFICE AT CORONA DEL MAR, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST (DOWN HILL) TO CRYSTAL COVE; ON THE SOUTHEAST END OF A DEEP HIGHWAY CUT, ON THE EAST SIDE OF A CLUMP OF SMALL EUCALYPTUS TREES, AT AN 18 INCH CORRUGATED METAL PIPE CULVERT, 62 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.7 FEET SOUTH OF THE CORNER OF THE "L" SHAPED HEAD WALL OF THE CULVERT, 5 FEET EAST OF A 5 INCH AND M0SI EASTERLY TREE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0,5 FOOT ABOVE THE GROUND. ELEVATION: 69,985 (1976) BASIS OF BEARING CALIFORNIA COORDINATE SYSTEM ZONE VI: THE LINE BETWEEN O.C.S. MUSTARD 2 AND O.C.S. PELICAN HILL BEING N 30° l6'05" W G - 1 G-2 G-3 C • 1 C-2 C-3 C-4 C - 5 C - 6 C - 7 C • 8 C - 9 C-10 C-11 C-12 C-13 C-14 C· 15 C -16 HGL 263 ------·-----------~~~!f___~~~~-',L:_~:.!§..~U~Ql!!§J_ __ HYDRAULIC GRADE LINE Q = 22 cfs ( NO TAKEOUTS) LIST OF DRAWINGS TITLE SHEET GENERAL INFORMATION AND MAPS GENERAL NOTES, LIST OF DRAWINGS AND PROFILE PLAN AND PROFILE STA. 132 + 27 TO STA. 142 + 27 PLAN AND PROFILE STA. 142 + 27 TO STA. 149 + 50 PLAN AND PROFILE STA. 149 + 50 TO STA. 154 + 32 PLAN AND PROFILE STA. 154 + 32 TO STA. 166 + 15 PLAN AND PROFILE STA. 166 + 15 TO STA. 178 + 17 PLAN AND PROFILE STA. 178 + 17 TO STA 189 + 50 PLAN AND PROFILE STA. 189 + 50 TO STA. 201 + 25 PLAN AND PROFILE STA. 201 + 25 TO STA. 207 + 83+ PLAN AND PROFILE STA. 0 + 00 TO STA. 10 + 85 PLAN AND PROFILE STA. 10 + 85 TO STA. 22 + 19.76 E. C. YARD PIPING PLAN PROFILES -INLET LINE "A" • INLET LINE "B" AND DETAIL MISCELLANEOUS DETAILS -1 MISCELLANEOUS DETAILS • 2 MISCELLANEOUS DETAILS - 3 CATHODIC PROTECTION STATION AND DETAILS RELOCATION OF EXISTING CSL C.P. STA No. 2 EL MORRO RESERVOIR LEVEL -246. 5 , -__c__-=-----+- HGL 233 O = 17 cfs (NORMAL TAKEOUTS) __ O_= ..:2:..:-0__:c:.:_:f •~( N"':O'_T~A~KE~O~UJIT~S )l.__ __ _j 120 110 100 90 80 70 60 50 40 30 20 10 HYDRAULIC GRADE LINE 0 = 14 cfs (.NORMAL T EL MORRO RESERVOIR -~ AKEOUTS) LEVEL -225. 5' ------ PIPELINE -DESIGN PRESSURE = 150 PSI 27" CML a C STEEL PIPE (., y ¢ 6 -----,, ~ GROUND SURFACE AT ~ ~ (/;· 1/ " -==cl-(t OF PIPE (PER T.K.C. ~=-GRADING PLAN)~ . I ...._ I~\ '\ rvr I ' ~ '--. I I .I''" I I ' I ~~ ..J !( I o' . I' ~ . ..J 0 I 0 I (' w 0 :;: ,-; I .,; j ~I c;_ •. __ '-. ....... -I t- ~ \ -, ~ . ' I +' ~' d' 0 /, I + 0 + t-~, D ,///' z "' I t-I 6. <! rn ...._ ~~ "' tY I . ~I ~ 7 <! I ~ C w <! f--z l.'J f--I "' "'I -, (/) ~~ II I , 7Arf, \ ' ' If I ' ,.) n//; I I I ~,\ I \\ I I I I II'\~~ J/ ~. ~~ ~ II I I i 0 I , I 0 0 I 0 I -1 -\-I " • I I 0 ' . ' ,n I "' . I I l + I ,.. I I m I I I I t, I + I I 6 I<) ' ' "' ' 0 ' I -I I I I <! ' 0 "" I <! I I f--I ... ti I I f--I I "' I (\J (/) ' I + ' ~ I I I ' ' I -I l (\J I I 200 +oo! I<) 140+00 1s6-,-oo I l60t00 170f00 1180+00 -' I I 190+00 <! I- (/) ' . l ' SHT C-3 I SHT C-1 I SHT. C-2 . . SECTION 18 LEGEND 2 9 T AIR VAC. A IR REL. VALVE BLOWOFF ACCESS MANHOLE SHT. I i C-4 . I SHT. C-5 PROFILE SCALE: HORIZ. i"c 500' VERT. i"= 20' I ' I I ' I . SHT. C-6 I SHT. C-7 I SHT. C-8 ' HGL 248 HGL 227 +I Ii) co + ... 0 (\J <! I- (/) " ., _,, ______ . ---··-- ·, n ··~·--.-... rrr \ a 2 t 1' ... I -\ / •• • ' ! I • I • .. 132+00 133+00 134+00 135+00 0 1020 D STA. 132 -t-40.00 C-13 INSrALL 20" Access MH- A srA. ;32 +30.00 3•~1RVK. C-13 ----------· - - ----------7 ------ - ' . ·! ··---~------- ' -4 ---+--:ti:=:_----.. · ........ _._ 1----, . RF'/ : C;!i.l'f 8'f ! CJffll' ~':.~•<:.~.~--------------·=c•...,.,_""."'_.."" o 1:z ~ II! I zi.;_,;;.;1'. ·, I~ TH'S rhA : • •· •• ,r:n,. , -.4• lloT 1.tSAs,1"•· ,. , THEIi OR'A~i-c>Jrl •j l NOT TO ~,:,,.~1.r '"" ""«> AN ;. z:;a::I: -"'~--Ill'!!'''""'"""""'·,,,, L -~ l!Jp<,!1!'4(";:#'i \ .f:'.: '.I) l, ~r; -q~ ·~~-;~- ,v_,,,, --_______ _........, __ ail ...... '-.~ , _ __ .,.,,... ------~ ~ , __ , -.:...::..··-...... ;".:'."~""/~-~-~ --~-- PROFILE. PIPELINE NEN Ca4GT S/.JPPLY L1N.E ·PIPeL11ve ( 27") • • ::...,. COAST HIGHW4y IS ~ 6"44'43" R=-2166.op' T = IZ'7. 65' L = ,-,,·r. 00 I PIPELINE ,-J· £::. PIPELINE.' '201 UTILITY EAGTMeNT /0 1 LBCWD • EASJ:J;fe.N"F• '7TYI:?. ),; ••• / 39 ·--C-:-• --__ • -·--,--T4£ --~ -----~-.. _:----_ ' -. .' ... 13/S"l}::JL/.... !=· T-S:. C • IS 2i1proPPER /}/ATER LtNE. WjJl011 COVER ,-'-·:'I, / ,/4-, ~, , ; , ,, -t f : ------ -•• ! ' ... ~.,--..,,,.~t•--·-,..,,.....,.,""' ,,,..,,,,,,,,., .... PROFILE STA. UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL USA/SC FOR UNDERGROUND LOCATING 2 WORKING DAYS BEfORE YOU DIG. .' I C-1 I-2 7. r· '.! t • • .• .. 0 10 20 40 I"= 40' --~--~----~ !·1-· ;··"·.··" • .. J:J. :57'A; !44+53.00 D STA.'.-l-43-1-/3.0D • 211/_-c9PP..ER. ( ,, C-13 INSTALL 20" C-13 INSrAfl,20" •• WAT£~il,.N£ w/J-Q_ ',4CcES~. t:::tR. ACcE.SS M.#_,· .. : • • •• co Vt::Jr.:ow. ;;:.:.}Ji:rjf. • " / ' , , ;> • . 20 1 UT/L/7Y ·t::::t~:4',L;:: ~ i:>: •· '< • C:ASEl"JEI-IT. ··, • • ••-';12'\ . ;;,;, .. ~• :::,;:. :· .> • ...... , ,,. "-. Iv . _;..,. J.. : :;/l ::. . . • •.. • '19. . ... --~ .•;:~ ' ._. .· -, • ~ > I • ,· .- ,·;t . ~", "--~-----~. I -1._ --t·· , I -------- . ,._ :.-_-- ' ~~'"'ff'• wr~;i,, f' Ci ~ ~i!"¢,:c;PP£:q;w1ltlfA:: •·· __ J!Nf,.W/J:O''CDVER .• . ' /5, UT/L /TY £.4.SEHENT • : •• f:·•· . . . . . , . ( ~ <7. " -~--• • • - .,\., ....... ---··•''--•~ •• -.,•<.~• ._, .. _ ••.. -.. ·1 -.... --~-¼» > --~" ·•«••' --' ·"'' . ~ ' ' ' . ~ 385 PACIF✓C .,, COAST =t::1 I . 4-5 _,_ -µ I' ~~ 0 Ub H✓GHNAy -..·~•--•'""-·•*~ --i ·-•-----·,--;. -··• , - ~"'~------~--.... ~\~~ ' \ 150+00 S7A.149 f 47 5~ 149 -1-43 ---------,g: c;« FLGb. OUTLET W/ c,11 R.W. GATE VALVc 27' PIPELINE () ~' (.9 VICT. CPL G. - 7 '•""l°"·""'' "" ',IW,,;-''V"' ..... ""---- t j ,-- i · • C1Jl1'. [ : ,;.,--;;-;';"'m---• ..:.... --,-+1-----•" .. · ,. ' UNDERGROUND SERVICE ALERT 1-800-422-4133 CALL USA/SC FOR UNDERGROUND LOCATING 2 WORKING DAYS BEFORE YOU DIG. ;7'';< 28" CONC. METER 80)( 8ROO.KS NO, GS 5ER'2='S { ~ AA'=''D. EQ.) PE:R LBCWD sro ,AI0. /03 PLAN 3" NEPTUNE' TRU/ FLO COMPOUND ME~ • --- { O!'i; APP1D. E,Q.) __..--G")( 2 1 DoL/8LE STRAP Sl'=RVICE. SADDLE F.G. TOLBCWDMJ/ SEE SHT. 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OF PtPE D 57,4. 0 l-05.S,'I C-13 -208 ACCESS c: '--~ lvfff. (TYP) J- /f I ' CHEO'.~~·-1-- A 3-/-00 I ;.· . 1 , 'r •• I ' . • '-(., ._. : :·•·. I • '27fOO 3/4,11 S.S. 7HRU cJOLTS ( I.Z) REQ'D. ON .37" e,. C. !'WOVJDE S.S. HEX NUTS MO IYA6H£RS 80TH SIOES EfVxY GROUT TIIE =',{,I' BOLT':3 INTO TH£ /II HOLES COREDR~L zsu-~---, kOt.,£ Th'ROUGiH EXIST. 101 WALL PL % SPLIT {~) HAL VeS -- OUTSID{3 f"ACE CWLY, COAT ANO WRAP AFTEA( WELDING. PER: SPeC5. Tr'P. -,.......,.~ .. 2.4" CML tf C SP W/ P..E. X SHLD. ENOS--.... i------1-/NB/DE fflCt: RES.SRVOIR __-,--PROWDE }Cf. 1 Tf/K. FULL F.ACc NEOPRENE G4SKET, 80TH SIDEB 1 ff"/." INGUL. G4S.KET OUTSIDE FAG£. COAT PIPE ANO RING INSIDE .RESe;.: VOi~ PER., SPECS. ++-- "-,-:t=;;::t:--Rl""'"'V'""~--,1,J----% • R RING IN$1D£ 12.4" CML fi/ C SP INLET 2411 SLEEVE. CPLG. .. _,,; R.eSERVOt~ 0 Y., v < TYP. FILL ,4NNULAR SPACE NITH NON-SHRIii/i< NO/I/- METALLIC GROUT {PER SPt:C.) .· • .• -o,n--ot . .'-'' 1 (12) 111 01A . . '7t· C ••. ·<,_' ¾" s.s T#RU ''' ET L1I· 'E "A" "· >IL_ I \/ ·-I • ! ' C-12 , • • • ' 1 • 1 ,_., 5" MIN. 3 1/4" LAP. r BOND NON WELDED ;JOINTS PER 8 C-14 t2 Rc/NFORCEMENT SIZED STEEL BELL . GROUT IN FIELD : li • • 0,.:. .-. >;i.·· -~ ·o 24"AND LARGER,POINT AFTER BACKFILL. •. .• .. • .•• . SEE SPECS. FOfr '/"sHEll THICKNESS . • 6 • .• • • :~: ~-: : ':·.· . ~-:ti._'. .•... _. ., ' • 0' .. • • '-SIZED STEEL SPIGOT MORTAR .,I .____RUBBER GASKET SEE SPECS ' PIPE INSIDE DIAM./ BELL AND SPIGOT RUBBER GASKET JOINT r I '-'----~-----INSIDE WELD AT CONTRACTOR 's . '· •. ,, . ' (1 .•. TYP fd MAX . I • ·FIELD. APPLIED CEMENrMORTAR 2x4'x 12 GA. W. WM TAC/( WELD TO BUTT-STRAP &.,-Crr--<.ALTERNA TE WELD TYP 2" 6" MIN MIN. 14· MAX. TYP. TYPICAL SECTION-BUTT-STRAP JOINT .. FIELD MORTAR_,, · (STEEL TROWEL FINISH) LAP WELDED SLIP JOINT OPTION FOR 24" PIPE OR LARGER AL T£RNA TE FIELD WELDED JOINT -~=------~. ---·--- MOR TAR LINED ANO CO A TEO STEEL PIPE BOND/N6 -SE£ .[Gl7YP. . • , 27 X2f REDUCERS @jlJ 24' MeCH. COUPL!NrJ 27'1 PIPE 24' PIPE· NOTE.' ALL .P1PEL1N£ MA7"£RIAL SHALL 8£ CML <f C STeEL PIP£. See PLANS FOR LOCATIONS OF 20" ACCeGS MANHOLES, @ 8Drl-l SIC!55 op ~LVE'. .. ; . -,'.' 17 If PIPE ·BUTT-STRAP JOINT STEEL PIPE MORTAR LINED AND COATED SET FLUSH IN PAVEO AREAS B C w D PADDLE POST •• 1. 0. SIGN WORDING ON PADDLE PER LBCWD. STANDARDS AREAS FINISH GRAD£ ~~~ [ SET 3."ABOVE GRADE IN PARKWAY 8 SIMILAR 12" MAX. 2'-o''SOUARE CONCRETE PAD PROVIDE VALVE STEM EXTENSION WHERE DEPTH .· TO OPERATOR EXCEEDS 5' ( SEE DETAIL BELOW) l0·1/4"0tA. TRAFFIC BOX WITH IUl..~-'-CAST IRON FRAM/; AND COVER. 11-11~11 MARKED "WATER" ._ e"cAST IRON SOIL P!PE--,1 BUTTERFLY VALVI; • REq,wq,oo ,.BLOC~~~,:; 2·2x2 x/2 LONG =-'m CRUSHED RCCK ' GATE VALVE ,NSTALLATION ~- z''.4wwA SQUARE :.-cR-,oPERAT/NG NUT 2' Ml N. --fl-_] l-l/4"DtA. ST:EEL SHAFT .-i<;i---;:l;XTcNSION MACH/Ne TO MATCH NUT • NOTE: l/8" FLAT PL. CENTERING GUIDE 1/8" Prvvide protective coating to ,utuior surface of valve body in occordonc11 wit/I specs. ADAPTOR ro FITAWWA 1---,.SOUARc NUT u__.....,--__ llRILL 8 TAP //4" HOLE . 8 USE CAP SCREW (NOTCH OPERATOR NUT TO RECEIVE CAP SCREW) .3 fl . yp. -+--+-"-" . . ~ CHAMF£R .(TYA) L I k XI½. J( ~G XI.½ 11L G. WELD 70 Pl.-9S (TYP.) ......--' LI faz. )( I faz )( 3/to, XI/pH LG WELD TOP/Pc 1 DOOR W/ /-/OLE. FOR, PADLOCK (Z -REQU/fi(ED) ,.....1 "-CONC, BASE .eX:eNSIO/V J\ RR', Seel ~ I \ 4" S7EEL PIPE. LINE.D .,,-._,....., ----ffi 1 COAtcD PER. e,pecs. ¢:::=>-~-t--~-;vte C/-IANICA L Tt'P.E: ·couPLING. 4" MIN. HINGE -WELD TO DOOR 8 PIPE (TYP.)""' #/0 GA. PL. WELDED TO PIPE WELD 8 GRIND DRILL JO-l/2''HOLES IN J ROWS AT JO HOLES PER ROW _)!r_ ~-o • AIR VAC. 8 AIR Rl:LEASE VALVE,FOR I ,. SIZE SEE PLAN 8 PROFILE [ \ 11-~tOGA.STL.PIPEGALV.AFTER.FAB. a: I\ / . c, J"MtN. I \. / :r.i-.-L.s FOR PA DLOCI< g TYP. ,-, \,_~t'.l-,.-,t---GALVANIZED NIPPLE 11 ,}=~ SCREWED STEEL PLUG VALVE 5/8" GAL V. BOLT(TYP.) 4-t" HIGH "v" NOTCHES >\fiLJ L II J -ur-~ ~~-* J/4" CHAMFER(TYP.} .----J" STEEL PIPE LINED AND COATED PER SPECS. J(ALL PIPING 8. VALVES BE. YONO T·H./S POINT SAME SIZE AS AIR VAC. 8 AIR RELEASE VALVE ---m .... ,, i---· 4"x J" FLANGED REO. Ell.BOW • / ·SLIP ON FLANGE (FIELD WELD) • 4" STL. FLG'D, ELBOW /t-/6ULATING FLG. o/-[ fO" ACCE9S " ..--- MANµoL.e --...,_t9 +-- /VflN. 'Z, FLG'D G47E VALVE W/ '2.q OPE~TING NUT SECTION I ~ I NOTES: • I. ALL FERROUS SURFACES OF PIPE ANO APURT£NANC£S TO BE PROVIDED WITH PROTECTIVE COATINGS PER SPECS. 2. PROV/OE STAINLESS STEEL BOLTS AND WASHERS ANO BRONZE NUTS FOR BURIED FLANGES AND COUPLINGS/EXCEPT FOR NON METALLIC) AS PART OF INSULATING FLANGE SET. I FL,AN. OR AS SHONN . IN SOIL.S REPORT, WHICH SHALL CONTROL ----, SECTION·· TOP OF ED 11ACC€f:Y::> . TOP Or PIPc .. MH-INS7/lli..ATIO/II • , ,. IA/STALLATION' .. - (SYMM. A.1!>7-fE ) 111""11'1'° ---r-,..IIC'~.,_- ;::,1 e 1. ALTERNATE TRENCH SECTIONS (A AND BJ ARE FOR USE ONLY WHERE STABLE, COMPACT SOIL CONDITIONS EXIST. WHERE BOULDERS OR LARGE CONSTRUCTIONS ARE ENCOUNTERED, THE TRENCH SECTIONS MAY BE WIDER AND DEEPER THAN THAT.SHOWN. A. VERTICAL TRENCH WALLS-SECTION 1. FOR DEPTH UP TO 5 FEET, NO TRENCH SUPPORT IS REQUIRED, 2. FOR DEPTH EXCEEDING 5 FEET, SHORIN.G OR SOLID SHEATHING IS REQUIRED. B. COMBINATION OF VERTICAL AND SLOPING TRENCH WALL-SECTION l.TRENCH DEPTH NOT EXCEEDING 5 FEET SHALL HAVE VERTICAL WALLS IN PIPE ZONE UNLESS OTHERWISE APPROVED, BY ENGINEER, OR WHERE SPECIFIED. 2.FOR TRENCHES WITH COMBINED WALLS AND ANY DEPTH EXCEEDING 5 FEET, DESIGN CALCULATIONS BY A REGISTERED CIVIL • ENGINEER AND APPROVAL BY GOVERNING AGENCY OF SUPPORTED METHODS ARE REQUIRED . 2. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. NOTE: TRENCH SECTION SHOWN DO NOT DESIGNATE PAY LIN~S. AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY A . FIN. OR EXIST. GRADE -----=.:.~ 2-LIFTING HOOKS SEE DETAIL 'A' RIGHT VAR. 5/8,,PL W.ELDED TO FLANGE) I t" DIA. HOLE I 2o"FLANGE a BLIND FLANGE DRILLING AS REQ'D. (/50il'MfN.J E;:;:=$~-. 20" OUTLET NOTES.' I. 2. CEMENT MORTAR LINED STEEL TRANS. MAIN TOP OUTLET LOCATE LIFTING HOOKS 4" FROM EDGE OF FLANGE STEEL FLANGE DETAIL 'A' ALL FERROUS SURFACES OF BURIED PIPE AND APPURTENANCES TO BE PROVIDED WITH PROTECT/VE COATINGS PER SPECIFICATIONS. PROVIDE STAINLESS STEEL BOLTS, WASHERS AND BRONZE NUTS. TYPICAL BURIED 20u ACCESS MANHOLE D VAR -. . • • . • u u ! I i ., ~ • • l ' l ,~, 't 1 . 2. 3. 4. 5. FOR LOCATION AND TYPE OF ELECTROLYSIS TEST STATION {ETS) OR SACRIFICIAL ANODE INSTALLATION. SEE PLANS. • • ALL TEST CONNECTIONS ON BURIED STEEL PIPE TO BE MADE AT EXPOSED FIELD JOINTS. WHERE TEST CONNECTIONS ARE SHOWN 2" APART, THE CO:iNECTJONS ARE TO BE MADE ON THE SAME SIDE OF THE JOINT. IF CONNECTIONS CANNOT BE HADE EASILY 2" APART LONGITUDINALLY, THEY HAY BE SEPARATED CIRCUM- FERENTIALLY INSTEAD. ALL TEST CABLE CONNECTIONS ON STEEL PIPE TO BE HADE BY THERMITE WELDING OR BRAZING. ALL WELDED OR BRAZED CABLE CONNECTIONS TO BE INSULATED WITH FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. NO WELDING WILL BE PERMITTED ON PRESTRESSEO WIRES ON STEEL CYLINDER CONCRETE PIPE. 6. IN VICINITY OF UTILITY BOX AND IN VICINITY OF PIPE, PROVIDE TWO FEET OF SLACK COIL IN EACH WIRE. 7. ALL UTILITY BOXES FOR ETS ARE TO BE PLACED DIRECTLY.ABOVE YELLOW TEST CABLES. • • • • • 8. ALL EXPOSED COPPER (TEST LEADS, BONDS, ETC.) SHALL BE FULLY INSULATED WITH A FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. CEME'IT MORTAR AND EPOXY. ARE NOT ACCEPTABLE. REMAINDER OF COATING TO BE PLACED OVER THE BITUMINOUS PIPE COATING SHALL B'E SAME AS ON ADJACENT PIPE SECTIONS. 9. ALL CABLE DIMENSIONS ARE AWG (AMERICAN WIRE GAGE). 10. THE OUTER WIRES SHALL BE NO. 4, THE INNER WIRES SHALL BE NO. 12. IF THE CARRIER PIPE DIAMETER JS LESS THAN 12". A NO .• 8 WIRE SHALL BE SUBSTI~ TUTED FOR THE NO. 4. ] I. ALL TEST LEADS AND BONDING CABLES SHALL BE COPPER AND SHALL BE INSULATED WITH 600-VOLT CLASS INSULATION WITH r()ISTURE AND ROT RESISTANT CHARACT-• ERISTICS EQUIVALENT TO PVC, PE OR NEOPRENE. . 12. ALL TEST LEADS AND BONDING CABLES ARE SINGLE CONDUCTOR (1/C), STRANDED WELDING CABLE FOR SIZES ~lO. 6 AND LARGER, STRANDED OR SOLID FOR SIZES NO. 8 AND SMALLER. • • 13. TEST LEADS SHALL NOT BE SPLICED. 14. -~ 15. THE BANANA JACK OR MALE TERMINAL. SHALL BE THE 5At1E COLOR AS Tt:E TEST CABLE {I.E., YELLOW, GREW OR RED) TO WHICH IT IS CONNECTED. 15. EACH TERMINAL IN TEST BOARD SHALL·BE IDENTIFIED ON THE TERMINAL STRIP BY PERMANENT MARKING. 17. A ZINC RIBBON SPIRAL OF 20' LINEAL LENGTH SHALL BE INSTALLED IN A CIRCU- LAR PATTERN AROUIID ALL ITS LOCATED IN AREAS olHERE THE PIPELINE RUNS PARALLEL TO HIGH VOLTAGE AC TRANSM!SS!Of< LINES. 11;. A HARKER POST SHALL BE ERECTED FOR EACH ETS LOCATED BELOW GROUND 19. 20 . IN A UTILITY BOX IN AN UNIMPROVED AREA. LOCATION SHALL BE AS DIRECTED BY ENGINEER. HARKER POST SHALL BE A 4-JN. DIA. STEEL PIPE PROJECTING 4 FT ABOVE GRADE ANO BURIED 2 FT IN GROUND WITH BURIED PORTION ENCASED. IN CONCRETE. PIPE SHALL BE FILLED AND CAPPED WITH CONCRETE .• ALL BURIED ETS-SHALL BE ENCLOSED IN AN UTILITY BOX WHICH SHALL BE MIN . 8-JN. DIA. CAST IRON OR CONCRETE WITH CAST IRON COVER. ALL UTILITY BOXES SHALL BE LOCATED AT THE STATIONS SHOWN ON THE PLAHS, THEY SHALL BE PLACED IN AREAS OF MINIMUM TRAFFIC HAZARD AS DIRECTED BY THE ENGINEER, SUCH AS IN PARKWAYS. SHOULDERS. QR BEHIND CURBS. 21. IN SECURE AREAS SUCH AS IN VAULTS, BUILDING. OR FENCED YARDS, THE ETS MAY BE FLANGE MOUNTED, WALL MOUNTED, OR POLE lflUNTED AS DIRECTED BY THE ENGINEER. 22. FEMALE BAHAtlA PLUGS SHALL BE USED ON ALL TERMINAL TEST BOAR!l.S WHERE AC OR DC VOLTAGES PRESENT A SAFETY HAZARD (e.g. FAULT . CURRENTS OR INDUCED AC FROM PARALLELING AC TR.I.NSMISSION LINES.) 23. MALE TERMINALS SHALL BE USED ON ALL TERMINAL TEST BOARDS WHERE THERE JS iiO SAFETY HAZARD. CATHODIC PROTECTION, TESTING AND BONDING -GENERAL NOTES CABLE CONNECTOR (TYP) -- NOTES: -~ 1 •· ·x1BLE BOA'I• · CA8Li .. jl/GH TO~.-·. .tf4~"'!t.:;• ..._-- • i..EEVE c·: ·1 -i' ' r;.·crR1cJJ1· • :_,, ,=,, -~-, , . ,. ______ .. ,._,.,,·. ..,,, . ---• l ____ l __ _ '··--1 _ 1 I ,., _____ _ FLEXIBLE BONDING CABLE FOR SIZE ANO NUMBER SEE NOTES AT RIGHT FLEXIBLE BONO/NG CABLE I NO. 2 r ·-·" ·'-- -'I .. COPPER CABLE CONNECTOR •• 45°L BLOCK OUT OR BREAK OUT COATING FOR t::ABI.£ CONNECTIONS. ArSOFFlr. ADDITIONAL CABLES MAY. ALSO Bl" ATTACHED Ar Si)FFlr OR orH£R AREAS . OF CONVENIENT ACCESS. • • • • SPIGOT ENO 2"MAX. CABLE TO CAlJLE CONNECTOR FIELD COAT PIPE JOINTPER NOTE 2 {TYP.) BELL END SIDE VIEW COPPER CABLE, I 7/800 TO CABLE CON-I .. · //NSU. LATED NECTOR ./ • CABLE ~====b=~I:: ~=d:=:::::::::-·s· - FLEXIBLE BONDING CABLE DETAIL BLOCK OR BREAK our COATING FOR CABLE CONNECTIONS. COPPER _ __..-COPPER CABLE • CONNECTOR 45 °L CABLE CONNEC- TORS .45°L FIELD COAT PIPE JOINT PER NOTE N0.2 CABLE TO CABLE r.:-:-•• ~_-:-:.-_"."': ·C::.-:: ·:"'"~": ··..:;'tr"':::;~~r-:~'":". -:-.: _:'""'· .-:-: ..,.·i:-:-: .'>'"'_~-:_:_.·.""". :-:"'·._ D...;: :'"'i:-,. -.~:; . . . . : ·, CABL E co:~~~ TOR .. . . . . : .• ,-p. :-: • • •• • .·.··::·.·i::. '·; .•. ,t . ' .. • MORTAR IN FIELD CABLE TO CABLE CONNECTOR AFTER BONDING SECTION I ' I 27" CML6C BEFORE BONO/NG .. • •• ·. . NOM. PIPE DIA. (IN.}/ PRES SI/RE -.· _. 150 . CYLINDER WALL THICKNESS (IN.) ·.• ./35 · 'FLEXIBLE BONDING CABLE SIZE . 1/0 I . . . .. . NO. OF CABLES PER PIPE JOINT . 2 . I .. 2. 3. 4. 5. I. 2. 3. 4. 5. 6. 7. 8. NOTES: FIELD COAT PIPE JOINTS WITH THE SAME MATERIAL AS THE PIPE COATING, COVER BONDING CABLES W/ A MIN. THICKNESS OF MATERIAL EQUAL TO THE SPECIFIED PIPE COATING THICKNESS, CLEAN PIPE TO BRIGHT METAL IN AREAS WHERE C'ABLE;S ARE TO.BE ATTACHE.D. AFTER WELDING CABLES TO PIPES, APPLY ROYBOND PRl'MER (SPRAY APPLICATION) AND TWO COATS OF COAL TAR MASTIC AND COVER WITH THERMIT WELDING CAP. ( ROYBOND PRIMER OR EQ. )· AT THE CONTRACTOR'S OPTION, JOINT BOND SHALL BE OF THE FLEXIBLE TYPE, BUT NOT BOTH FOR A CONTINUOUS REACH .OF •• PIPELINE. SEE LEFT FOR ADDITIONAL NOTES. l'"IELD INSTALLATION PROCEDURE FOR FLEXIBLE BONDING CABLE~-. LUG A BRAZED TO BELL END BY PIPE MANUFACTURER. . . .. CABLE FROM 'A. TO 'B' BRAZED, SOLDERED OR CRIMPED BY PIPE • I I I t MANUFACTURER TO BOTH A + B. • LUG 'C' BRAZED TO SPIGOT END BY PIPE MANUFACTURER. CABLE FROM 'B' TO 'c' BRAZED, SOLDERED OR CRIMPED AT 'c' BY PH'E MANUFACTURER. CONNECTIONOF 'B' TOCABLE-FROM 'c' TOBESOLDEREDOR CRIMPED IN F4tLO AS AN ALTERNATIVE TO STEPS 1-5, CONTRACTOR MAY BREAK OUT COATING IN THE FIELD AND BRAZE OR THERMITE WELD CABLE TO BELL AND SPIGOT. CABLE SHALL BE MUL Tl STRAND COPPER WELDING CABU:: FOR MAXI;_ MUM FLEXIBILITY. 'A' . 'B' AND 'c' TO BE INSULATED WITH RUBBER MASTIC ELEC- 'l'fft<:AL INSULATING COMPOUND 1/16" THICK, GATES RUBBER OR. ,, • · l' :',yEo EQUAL. • • 4-Q"!MPf ,..... .. ,£ • .,. " ··•r ~ ,·': '.,. ~-'l IN THE FIELD, TOUCH "'JLAnNG COMPOUND ~-,,._~ ..... , .--; , ;:.;. t::.. 4 ~ ' --,. > --•-.! -· --~ • <o I8 1101A. TRAFFIC TYPE C.I. MANHOLE FRAME 8 ··'WITH NARK/NG AS DIRECTED. COVER 8-13/16" DIA HOLES ON II 3/4" BOLT CIRCLE • WI 8-3/4"X I l/2" S.S. CAP SCREWS. 3/8 "PL. W/1 11 DIA. HOLE WELDED 13 1/2" DIA. FLANGE---... ANO BLIND Fl.ANGE 6 11 GRAVEL POCK£T 8 11SCH. 30 ST£EL PIPE • 18"0/A. 1.0. AC PIPE _ __,, OR PRECAST CONCR£rE RINGS FLANGED OUTLET /6 "GASKET ,t,, r\ .· ~ . : •••• ._ r. .. : . .-~ CONCRETE COLLAR IMPROVEMENTS IF THIS DISTANCE IS GREATER THAN 5'-o" ,ADD ADDITIONAL SLEEVE COUPLING ,__..-COUPLfNGS SLEEVE-TYPE OR MECHANICAL NO. 4 PE CROSSED STRANDED COPPER BONDING CABLES NEW PIPELINE <;;'-o" TO EASEMOJT BOUNDARY I 4'-C,'' MAX. Ir IN EA6EME.N7" IF IN PAVEMENT SEE BELOW ~ ,._ o" ~ EASEM0ff BOUNDARY I I ----6" ML 8 C PIPE SPOOL -;----WELDING NECK FLG. TYP. ...1----1NSTALL PADDLE POST J'-6" MIN. 6" RESILIENT SEAr GATE VALVE INSULATING FLG. SET 6" SLEEVE-TYPE CPLG. BLOWOFF PLAN ALTERNArE LOCATION WELD 3/8• PLW/l"DIA. HOLE TO FL.ANGE r.---s•scH. 30 MORTAR LINED STEEL PIPE-FOR COATING SEE SPEC. •. WELDING NECK • FLANGE 90• WELDING ELL CEMENT MORTAR •. :;t '-.. '-+---t-----'---tr-..,...t-CE ME NT-MOR TAR LI NJNG-f'"OR COATING LJN/NG -FOR COATING SEE SPECS SE£ SPEC. WELDING CONC. SUPPORT ENTIRE STD. 6"BUMPED HEAD INSULATING FLANGE SEi 6" PIPE LENGTH RESILIENr SEAT GATE VALVE NOTES: I. FLANGE ANO BLIND FLANGE SAME CLASS AS PIPELINE. ENCASE IN t1•0F CONC. · (ALL AROUND) ~ CEMENT l/t6"THK. FULL COVER GASKET TO FLANGE. .,,. 3. ALL EXPOSED FERRCIJS SIJRFACES OF BURIED PIP£ a APPCJRTE'NANCE~ ~ • - PROVIDED WITH PROTECTIVE COATINGS PER SPEC,IFICATIDl"f -,.,. ' -~ 4. PROVID' STAINLESS STEEL BOLTS. w,•t,•r-"'7: P, !'."'--"' , .• • . l r;., .• COUPLINGS EXCEPT F'f'~ ,_,,,,., '-'· FLANGE SET . .; -'.; ' ·' 'f_.,._. • 0 ., ., u u I g J1 • • • I ----i -----+--- /27'1 PIPcL;N& DE.TAIL NE.W 27'1 P!PEL/A.'E TO E.L MORRO RESER_V'O/RS -SEE SHT. C-9 t F c-10 STA. 2'21-2C.. 48 E:JeG1N 24" ll'ILET LINE :4" SetE SHT C -12 12" 1211 \ \_2411 M'EO'il.. CPLG-(Tr'P) r I #,z Cl.I NIRe W/ HM>VPE //1191./LATION (T'(P.) CAOWE.t..0 ( SeE NOT£/, (~) - VALVE 80ND/NG DETAIL VIC7AUL/C COUPLING 80NDING OE7A!L. P:LANGe 80/\/D!NG Oe.7;4/L /v'OTES. #f CUNl~E. W/HMWPe /N5ULA TION {T'Y'P. J CAOWEL.D SEE. NOTE/. (rYl'!J SLEE.Ve COUPL/NC$ ,BONDING DET,4/L /. Re.Mo.le. EXIGTING COATING A& ReG:iUll<eD FROM PIPe 70 /?4CIL/7ATE /NGT,4LLA770N . ·cLEAN STEEL BY WIRe. BRUSH MeTHOO ANO GRIND TO 8RIGHT METAL PRIOR 7?:J 11/EL0/1'4. INSTALL WIR.£G ()SING TIie. e)(OT;,tERMIC NEL,01/\/G ~OCESS /N ACCOROANCe J,\/17?-/ ER/CD eNG~. sPeC. AIC.0-AO.G ANO ReSTo~E PIPe COATING rt=R SPEC/FIC-qTION,S. COAT .e.ACH W.ELD Nll71 FLEXIBLE DlcLeCTRIC BITUl"J/N'0l/S P/PE Co,:/T/,<./G MATER/AL. OR E"Qt/lVA~E/..IT. • ~. THI= MINIMUM NI.IM,6£R.S Or ,80/\/'OING WIRES SHALL BE 3-64CH PER VALVE r0R. V,4LVES /8 .. ANO LAR.G~ PLACEO Sr'MMeT.RIC/.ILLY AR0I.INO P/l"c:, :2 EACH FOR VALVeS IG" ANO SMALLef< f?l.ACEO 180° APA-;.::.T. TYPICAL BONO/NG DETAILS ATP/PEL/Ne. C0/\/NECT/ONS -NO 'SC4Le D ST,4. 0 r OC/ ---~~· } EXIST .33 "RCCP J I AIR VAC. ASS.Y. SEE[A°7 ~ C-/3 //1/SlALL 20"ACCESS MH. / N-S 7-4 LL R £"°Du,.--2 4 ,, " .:? 7 ,, ~c:-~ /,vs7::t1LL. , STA. 0 i-00 -bE.GtN ve- 27" PIPELINE TO EL MORRO RES. ..... ~ I CO,VTRAC7DR TO REMOV£ ,f! S.4Lt/,LJG£ EXIST 1?4" V,.<JLVE 7VDIS7RIC7-,,4LL0CA7c=D LOCAT/ON. ReCOt-/NECT TO New 2711 ,0/PEL/N'c: .AS 5,40/Ar'N- ---------.._ MECH<1A/IC4L COUPl.WG (Tt'r.'\ ------2.4° PIPE S,.CCOL. (Ty,C?) 27"CML,{C ,----:::=1=::----r----.~~l--'--r---1 27" cML ¢'c l-n--'--.J-J--r--r-~~-7) h_ ~ ~ :i: ;:,! Ci ::i: ~ ~ ---i h 8 ~ t ~ 1\J-~ -.J ~ ~ ~ ~ ~~ ~ \j ~ ~ I\: ~§ ~?;) ~ • ~ ~ ' (\J ~ '! >-. ~ ~ ~ ~ ~ K lJ ' (i'.N ~ ~ II r--: N v '\1-'( Cl( l<J -fl, 'st "-~ 0 ~ (\J \ "I ~ '> '~ • 1 , C\j fl) > l'f) • l'ri 'l~--_,,_ ;~;.,-·~ 1-~ i-I'-. ~ i-~ I'-. i-~K i-• ~ --I'-I'-_ (\J 1- I'--"\-QI) I'--(\J '\I "!\') '.: ';:) '-j I,._ ~ t-._ t-._ ... '1 ~ ~ ~ :j ~ -...i • ~-'i L 1\1_~~ '1 '-I --.J ~ '4 ~ " -. "' ;,_ " ' ,· '-f ~ ~ -~ ~ I\., ~ ''!'-' ' :, ;'.: ~ E ~ \~ "'" Ir) ~ ·, 4) ;-;i & ~ ~ ·,, :-,.G if) .. ~~ .., ' ' ' (J) \;) ., ; ' ' "-" ci!!> C -~ \:_ --·--- i ---------OESCR!PTi(" 3 11 GATE~- v,,1LvE NOTE: At~ VAC. CAI\/ TO BE INSTALLED AT LATER TIME.. c;:0NrRAC10R 7b FURNISH 7D DISTRICT V .3°GALV TE.E. TEMPORARY ----~ CONNECTION TEMPO A~Y ScRV/CE. CONNECTION J ~r A.,,, VAC. ASSY -No SCALE C-5 !OENTIF-,' TES7 S7ATIOI\I AS DOMcSTIC WATER l..lNE -----1 .POST (.SE£ /../OT€ 3) faz_" .EY.PANSION JT. MATERIAL c,-4DW€LO Pel< VALVE eo,.1011-1q Deu4tt.. I G I NOTeS: /, WH&RE. SIOE.WALK 15 AO✓ACENT 7V CLIR!3 PI..ACE TEST STATION INA '2'XZ 1 X411 CQNC. SQI.IA~e BLOCKQUT, CLASS SGO-C-3'250 ~. IN OP.EN SPACe A~EAS, INSTALL .BOX IN 2'-,,-z'x~' C0AIC. PAD, CI..ASS Sti,O-C-3'25O ELcCT~Ol..'rSIS 7l::S7 STATION -------,,--- 3. IN A~EAS WlleRe NO ct>R-B CJR .BeR/1,{ eX/STS, Cl/f</j .f ~ 0~ 711£RE 1S CWLY ROLLeD cuRe, ,fGtn'TeR_, GUTT&R. 1----'-------1 INSTALL o.,.;,e .:JH 1$'41..Y. Sil'.., FOST {PAINT&O w//./1~/I VIS/81.uT;' OSHA YeLLOW,) AT OVe"cnc;;>N~ OF C2>/..IC. p,40 ON T~AFF/C s.a::e, /M,e.ecJ POST IN _ Z4" CF CDNC, ;?' ,BEI..0W G.<40!=. f Ex7.etNO 3 1 A~.e G.e4a:. ELeCTROLYSIG Te.ST STATION OelAIL /JO SCA-L.£ I !>\I~ CONTRACTOR TO PR..0 V!OE A CONNE.CT/ON FOR. PRe.SSURe TEST. 4 11 SC~BWeD GATE VALVE T.0-R 8-0-P. TEMPORARY 1esr 8l/MPHEAO NO SCALE .. ----..... t•,. • '• ;-t'; ... _,, t ... H·-~r- , .. ,.~ ~~ Te.MPoRAR'f 4 11 6AL V. PVC W~PPED AIR.~LEeD L/Nc 4 11 SCREWED NIPPLE 4'1 OUTLET W/ 4 11 PLU(j r) 1-1 C-15 f ,~/9 S><E:'.! T ' , • ~ ,, I t MARKER Tc) BE PE,f' CJ.Cc.,1/1/.A .. ---'-J STO .PLAN NOJ./02, Ct/LVt?RT TYP.!i= MARKER W/.3'½'/Gh' L B C w D LETTE,f'S LB.C. WO.,PAIUTEO. THERc-ON ' \) \) II) ill l2"TfllCK CONC. {t)LLAR/N ~AI/MPROVEO AREAS . TOPOFCOK.E BREEZE .BACK.FILL ' l{'I -.J -J 10" DIA SHAFT --II.. '.\'. lj ~-. Ill N llJ Ill . ~ . ti} ' Q.: C) >-ll.) ' 1-,.. '.\'. C) \j ' l[) • TRAFFIC BOX, BROOKS 3RT OR APP'D EQUAL, WITH '',A.A/ODE." . CAST THEREON SET 0"ABOVE r/11/.51/EO G,f'ADE IN LIN/MPROVEO AREAS- N . -4 GALV STEEL PIPE CONDUIT FROM PULSE. RECTIFIER .•• ·WRAP CONDUIT W/PVC, TAPE PER SPECS /5-4-11 x 8011 GRAPH /TE ANODE RODS lfcc+---'----.,;__,#8 AWG 7 STRAND COPPER CONDUCTOR W/HMWPE IN-SULAT/ON PROM EACH ANODE TO RECTIFIER ---.BACK FILL WITli COJ:'E BREEZE •:-.. ,~--TO 5FT ABOVE T/IE TOP O.F THE HIGIIEST ANODE ----Z11 SCH4-0 PVC PIPE,OPE./\.J ATENOt/-• PERFORATED W/3/e,11 HOLES AT4"0.C. ACROSS EACH ANODE LOCATION ANODE. WELL REPLACE CEMENT A10RTAR IN ACCORDANCE WITII AWWA C20.5-85--, EXISTING CE;WEAIT MORTAR COATED STEEL PIPE. I 1---- 1 _j N.TS. EXOTHERMIC WELD IN ACCORDANCE WITII ER/CO ENGR. SPEC. Al(l,0-A05 •;P,.::: rr:n . ---. PROVIDE NEW 'DANGER HIGH.VOLTAGE 11Sl0N PER CAL-OSHA SPEC.1"'1/0-l45(C). NOlB"JM, 1o"x14"METAL • BACKED BUTYRATE~-- EXISTING LJECORAT/VE :SERVICE EAICL0.5t/RE TOBE RELOCATED A.1,10 RE/tV.5T,4LLED IN ACCORlJANCc WITH ELEVATION ATRIGHT.-------i-l C'ONSTROCT'-----...jf2-. AIEW CONCRETE.· t • FOt/NOA TIOAI •• J.t\11 James M. Montgomery . . ; '. , ... ' ): .. ,,. .. ! ,-, ' - EX/ST/NG PULSE. RECTIFIER WITH METAL SCREEN - EXISTING METER _SOCKET AS REQ,D BY ELECT/f"'/C,4L UT/L/TY CO. ----- EXIST. SE.RV/Cc DISCONNECT t;-CIRCUIT BREAKER W/HAGP FOR DISTRICT LOCK.------------H EXISTING Al./0/JE LEADS TERMINAL BOX t,-,.J/TH .SHLINT BL/.SS ,P;4NcL -- PROV/OE J\IEW-,----- fE"ANCIIO,f' &?t.TS ~ ..... ' .. PRO VID.E N.EW 3UP.V.C COAIOC//T STtlB Ot/T OR AS SPcCIFI.EO BY ELECTRICAL. L/T/L.l'TY co.------~- A.C- .POWER. PROVIDE NEW !"PVC 5Cli 40 Btl.Rl~O STRt/CTt/RE CABL .E NOTE.' ACTOAL CONF/Gt/A'A?i'ON ANO LOCATION OF COMPONENTS MAV VARY FROM TIIAT SHOWN l EXISTING --.--r~-O/SCONNECT SWITCH EXISTING ISOLATION TRANSFORMER P!ifOVIOE NEW ., / 2DIA.SCH40PVC VENT Pl.PE~ F/TT. !NGS CLAMP TO CABll✓ET ..---SLOPE VENT PIPE DOWN TO ANODE WELL PBOVIDE M W • • . ~---411 0ALV STl.:..PIPE CONDUIT - WRAPPED w/ PVC TAPE PER -SPECIFICATIONS :.,/ 2-3/4-11 x 101 COPPER.CLAD GROUND RODS ELEVATION " --- . ------© I - Q_ I >.: f-.. ~ I -© ~ -'I,, ---1 I ., -v I I ' K 2¼J."TYP _., -- =" ~ II II . X . TYP' . ,. FOUNDATION / 0 ~ ' ------- ; ' • ~ ('JI PROVIDE IVEWANC/IOR BOLTS TO MATCII cXISTIAIG EIVCL.OSt/RE JOB ADDRESS: 7'342 N. COAST HWY. •JEWPORi BEACH, CA. F:. DlSTRlCT