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HomeMy WebLinkAboutS_5241_SCHY OF COSTA MESA VICINITY MAP JOHN WAYNE ;, AIRPORT NOT TO SCALE (PROJECT LOCA TTON -SEE LOCATION MAP BELOW) SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB ~.GGREGA TE BASE @) SEWER GLEANOUT ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETIE BC BEGIN CURVE @ STORM DR,\IN MANHOLE BOR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE ,o_ FIRE HYDRANT BLK BLOCK CA TV CABLE TV l!l!I WATER METER Cl CAST IRON "" STREET LIGHT PULL BOX IL CENTIERLl'NE CNB CITY OF NEWPORT BEACH CTliJ TRAFFIC SIGNAL PU LL BOX CL CLASS CLR CLEAR :¢,c--o STREET LIGHT @ WATER VALVE C&G CURB AND GUTTIER E EAST /ELECTRIC EC END CURVE (:-GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE I> SURVEY MONUMENT EXIST EXISTING FLG FLANGE ~ SIGN FE FLANGED END FL FLOW LINE ~ VAUlT VENT FM FORCE MAIN 0 TREE G GAS GV GATE VALVE i,ll IRRIGATION CONTROL VALVE GB GRADE BREAK PUBLIC WORKS DEPARTME T 2010 12" GRAVITY LINE WEST COAST HIGHTWAY TANK FARM SITE APPROVED: //. ·<;:;-~G~~~:""':::::::::::::::::::=-c-------- "-" TOR i,,E. NO. 36106 ' OATE:_ld_-1,-11 DATE: RC.E. NO. 47916 GENERAL NOTES 1. THE CONSTRUCTION Of ALL PUBLIC IMPROVEMENTS $HALL CONFORM TO lHE REQulREMENTS Of THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECI.AL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION ANO SUPPLEMENTS .• 2. STATIONING REFERS TO CENTERLINE OF GRA~TY SEWER. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF"ilNG Tl-IE ACTUAL LOCATION AND ELEVATION :IN THE FIELD PRIOR TO BEGINNING CONSTRUCllON. 4. All EXPOSED CONCRETIE SJRFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALK 5. Ti1E CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 4B HOURS IN ADVANCE OF PERFORMING ANY WORK AT 949-644-331". THE PUBUC WORKS DEPARTMENT INSPECTOR SH~,LL ALSO BE NOTIFIED AFTE PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF .ANY CONCRETE SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE AND COMP.ATABIUTY WITH EXISTING CONSTRUCTION. 6. lHE WALLS AND FACE OF ALL EXCAVATIONS GREATER Tl1AN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS • THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE PROTECTED WHEN INSPECTION INDICATIES TIJAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. lHE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK, AS DESCRIBED ABOVE, FROM CAL-OSHA. 8. SLOPE ANCHORS SHALL BE PRO\ITDED IN TRENCHES IN ACCORDANCE WITH CNB STD-314--L. S. ALL SEWER LINES TO BE OWNED, OPERATED P,ND MAINTAINED BY THE CITY SHALL BE VIDEO INSPECTED AFTIER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY lHE CITY UTILITIES DEPARTMENT. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE. DAMAGED OR OTHcRWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING MR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. THE CONRACTOR SHALL PAY lHE CURRENT RATE ESTABLISHED BY THE CITY FOR ADDITIONAL \ITDEO INSPECTIONS. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AT 949-644-3106, 48 HOURS IN ADVANCE OF SHUTTING DOWN ANY FIRE HYDRANT. 1' Ti1E FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS !N ADVANCE OF -~LL STREET TR,VFIC LANE CLOSURES. 0 0 0 0 © 0 ® CONSTRUCTION NOTES CONSTRUCT MH W/ 12" LATERAL CONNECTION TO THE NEW BPPS (PROJECT 5-49) CONTRACTOR TO FIELD VERIFY EXIST 6" SEWER PRIOR TO CONSTRUCTION. CONNECT EXISTING 6" SEWER TO NEW 12" GRAVITY SEWER. POTHOLE AND PROTECT IN PLACE ALL EXIST. UTILITIES. DURING CONSTRUCTION, CITY OF NEWPORT BEACH STD 401-L. OFF SET BASE 1 '-0". CONE CENTERED DOWNSTREAM 12" SEWER. PROVIDE DEEP END BASE TO AVOID DROP INLET FROM 6-INCH LATERAL. PVC LINED 60" MANHOLE PER OCSD STD DWG NO. 050 (SEE SHEET C7002 OF OCSD PROJ NO, 5-58) CONSTRUCT 12" VCP STUB OUT WffH PLUG CONSTRUCT MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L CONSTRUCT 8" VCP STUB OUT WITH PLUG ll!ll CABLE TV PULL llOX GE GROOVED END IP&T IRON PIPE AND TAG '~ ---------------------------------------11,g i ~ CORING LOCATION ® ELECl'RICAL MANI-IDLE [CJ ELECTRICAL PULL BOX b-..t~<::'.:t.c::d BUILDING -•-----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---IL---CENl'.ERLINE ----S----SEWER UNE --.. --w------WA TIER LINE ---G----GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLE'1SION LINE --SP--SPRINKLER SYSTIEM -x-x-x-FENCE 1 = BLOCKWALL LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTl1 NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED COl'ICRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE S SEWER SCO SEWER CLEANOUT SMH SEWER MANHOLE SI-IT SHEET SW SIDEWALK S SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE W WEST /WATER W/ WITH PROJECT. SITE LOCATION MAP NTS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG APPROVAL R[COMMENDED: SHEET 1 SHEET 2 SHEET INDEX TITLE SHEET SEWER MAIN PLAN &; PROFILE ,i 1------------------------------...-------------------------------------------------------------------------------------------11--------------------------------------◄• EMERGENCY TELEPHONE NUMBERS PREPARED UNDER THE suPERv1s1ON o,: REwEwrn: TITLE SHEET • l BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BtARfNG BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6297 AND STATION GP$ NO. 6298 BEING N53'39'24"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR BENCHMARK: NI sournERN CALIFORNIA GAS COMPANY (BOO) ~~:_8153 WEST COAST HIGHWAY TANK FARM SITE SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 No.""""" ""i', AT&T TIELEPHONE COMPANY (800) 332-1321 e,p. D1/»/l2 ;;a 1----+-----+-------------------+--__, Ml HAEL ACORI, RCE 46214 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT {949) 644-3011 (949) 644-3717 ~ • • AS'SISTAlllT CITY ENGINEER OCS BM NBJ-19-92, ELEV. 6.455 NAvD88 OCS 1995 ADJUSTMENT, YEAR LEVELED 1992. ORANGE COUNTY SANITATION DISlRICf (714) 962-2411 ----DESl~NED DRAWN ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE NORTHWEST CORNER OF PARK TIME WARNER CABLE (714) 542-6222 ------------------& 6/21/11 RECORD DRAWING RE\ITSION • ·~ : DKB : B CITY OF NEWPORT BEACH S-5241-S AVE. AND COLLINS AVE., 15 FT. NORTH OF THE CENTERLINE OF PARK AVL, 35 WEST PF COX COMMUNICATIONS DK ·• THE CEN1£RLINE OF COLUNS AVE. SET I~ THE SOUTHEAST CORNER OF A 4 FT. BY 6 FT. 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C.9--'-------+----+-----------t------------t-----------l------------+------------+----------,------------+--------------< SCALE: I -.>. ~ .>.. i> ,i,., ,i,., J -10.0 0 0 + 0 ~ ~ ASTM C70) I HORIZ: 1''=40' r -\.. . -• ,i,., 0 0 LO 0 + + 0 ~ ~ ~ ,,,.- 0 0 0 LO 0 LO + + + ~ N N ~ ~ ~ 0 0 + I') ~ 0 LO + I') ~ 0 0 + st ~ 0 LO + st ~ 0 0 + LO ~ 0 LO + LO ~ 0 0 + co ~ .-.. 0 LO + co ~ 0 0 + I'-~ 0 0 + 00 ~ -10.0 VERT: 1''=8' '--- ----------v!.-- ------/\/'\) - -......... ---------"\[) --------= -=-=)(=---"'=iu=-==-:::..__)(-c-t.r-:---- en N N 0 N NOTES: \ .-I ....__ __ I:'.'\.. I;;, CENTER OF ----. DRILL HEAD • 0 <o 0 '-' I a:: ~ Lu V, a.. ~ • "' -~ '-" E:X. 30' OCSD ESMT. ~ ~ ~ 3i 3i 3i tj tj tj a:: a:: a:: e e e • • • "' 0 <o .,,. ..., ..., 0 '-" 0 '-" 0 '-" SECTION A-A 0 0 0 CONSTRUCT MH W/ 12" LATERAL CONNECTION TO THE NEW BPPS (PROJECT 5-49) CONTRACTOR TO FIELD VERIFY EXIST 6" SEWER PRIOR TO CONSTRUCTION. CONNECT EXISTING 6" SEWER TO NEW 12" GRAVITY SEWER. POlHOLE AND PROTECT IN PLACE ALL EXIST. UTILITIES. DURING CONSTRUCTION. CITY OF NEWPORT BEACH STD 401-L. OFF SET BASE 1'-0". CONE CENTERED DOWNSTREAM 12" SEWER. PROVIDE DEEP END BASE TO AVOID DROP INLET FROM 6-INCH LATERAL . PVC LINED 60" MANHOLE PER OCSD STD DWG NO. 050 (SEE SHEET C7002 OF OCSD PROJ NO. 5-58) CONSTRUCT 12" VCP STUB OUT WITH PLUG CONSTRUCT MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L CONSTRUCT 8" VCP STUB OUT WllH PLUG STUB OUT AT STATION 10+28.00 AND 15+39.00 TO BE AVAILABLE FOR CONTINUOUS OIL OPERATION DISCHARGES AND FUTURE DEVELOPMENT DISCHARGES 40' 20' 0 "' - 40' 80' 1''=40' MANHOLE COORDINATES STATION NORlHING EASTING 10+28.00 2175457.49 6045472.46 11+45.50 2175574.95 6045445.69 15+23.05 2175940.42 6045363.59 R .:::. TI C a ~ C " ---------------------------. ..... -..... ---.------------------..----.-------------------------------------IE PREPARED UNDER THE SUPERVISION OF: RE~EWED: 1---+-----+-------------------+----0 MICHAEL SINAC0RI, RCE 46214 ASSISTANT CITY ENGINEER PLAN & PROFILE WEST COAST HIGHWAY TANK FARM SITE FROM 10+38.50 TO 15+27.00 " > e ~ E v ~ C t> r N "' ~,. CIV<' ~,~ ~ ffi 6/21/11 RECORD DRAWING REVISION DESIGNED: DKB DRAWN: DKB CITY OF NEWPORT BEACH S-5141-S ] NTS r~ OF' cA\..\'i -------·e _____________________________________________________ J_o_H_N_c._o_u_v_,E_R __ R_c_E_o_4_4_5_6B __ E_x_P._o_J/_J_1_1_1_2 ______ ___,..._No_. ___ D_A_TE_..._D_Es_c_RI_PT_Io_N_□_F_R_E~_s_Io_N_s __________ A_P_PR_o_VE_D .... cH_E_cK_E_D, __ Jc_o .. D_A_TE_,0_2.,.l1_,6.,.l1..,.o..._ ____ P_u_B_L_I_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T _____ sH_E_ET_2 __ oF_2__.i n·o·.-g:J- l 20.0 10.0 0.0 I -10.0 t i F'UTURE IO' Wl&E'-----""' ,, ' C!TY or NEWPORT \ ' BEACH EASEMf::NT r 7 I I EX. .30' OCSD ESMT. 2.5' 7 I ±10' 9' -..,J-L.J------·· 8 + 0 ~ crNrrR o, ·-1 I , 1 I I I I D/?ILL /-/£AD ..\_ ?V{ J7,~~'.:t<0:;~>•?~?•~;~vJ;c??~~<:"-;?Jj c(Z'~l;f~.;:'.;: - /a,z;;}:'-';:~;',/' ,'.:%i,/\;,'\ ~ : ":J.1:~~('">i""', "<'"k/\{:;> 8:'.-f{,'/ ' .-h. ' ,;J,. /,--:::, I I \\ ,;::+.:-,\ t I \\ 4J 1I \I 11 I\ ,, ) I I\ ;, !l, ,, // '1 \' \'~ /'/ ,, __ .,,, I\ , I -,. -"-----.---\~ ::.-' El "' ~ "' a; '-' ~ '"' i ill: :::, :::. ~ t:,j il.,J 4J "' C ~ Cl <.:, <.:, ~ "' "' ... ,,. S: ti:'. :::. • ' • ' 0 "' "' C, "' ' " .., .,, 0 -c:::-C ;;:;-C <c '--'-~ '-'- C '-SECTfON A-A --------- 0 ,.,., + 0 55 + -...... 0 0 + N ...... NOTES: CD G) 0 CONSTRUCT MH W/ 12" LATERAL CONNECTION TO THE NEW 13PPS (PROJECT 5-49) CONTRACTOR TO FIELD VERIFY EXIST 6" SEWER PRIOR TO CONSTRUCTION. CONNECT EXISTING 6" SEWER TO NEW 12" GRAVITY SEWEI'<. POTHOLE AND PROTECT IN PLACE ALL EXIST. UTILITIES. DURING CONSTRUCTl:ON. CITY OF NEWPORT BEACH STD 401-·L. OFF SET BASE 1'-0". CONE CENTERED DOWNSTREAM 12" SEWER. PROVIDE DEEP END BASE TO AVOID DROP INLET FROM 6-INCH LATERAL. ® 0 ~""~-····--~ 0 0 55 ,.,., 0 + + + N I") I") ...... ...... ,.,.... PVC LINED 60" MANHOLE PE:R OCSD STD DWG NO. 050 (SEE SHEET C7002 OF OCSD PROJ NO. 5-58) 0 0 + st ~ CONSlRUCT 12" VCP STUB OUT WITH PLUG CONSTRUCT MANHOLE PER CITY OF NEWPORT BEACH SID. 401-L CONSTRUCT 8" VCP STUB OUT WITH PLUG STUB OUT AT STATION 10+28.00 AND 15+39.00 TO BE AVAILABLE FOR CONTINUOUS OIL OPERATION DISCHARGES AND FUTURE 0 If) + 'ii- ...... ''' J. ' ,. "--~----l 0 0 0 0 0 '° 0 LO + + + + LO Ii) w w ~ ...... ~ ...... 40' 20' 0 1"=40' 40' 0 LI) + I'- 10.0 r I ' ' I •• J-• l ~ ~--~i-- J, I _·--c=-~_. i f " ~-· , SCALE: HORIZ: 7"=40' "'\ - MANHOLE COORDINATES ~ .. STATION NORTHING EASTING 10+28.00 2175457.49 6045472.46 I 11+45.50 2175574.95 6045445.69 15+23.05 2175940.42 6045363.59 ·1 ~ DEVELOPMENT DISCHARGES " .... -----------------------------...-----------------------------.--------------------------------------------------lE PREPARED UNDER THE SUPE:RV/SION OF; REVIEWED: ~. NO. 044:i6:I ElCj>. OJ/31/11. ffi , CE 46214 ENGINEER PLAN & PROFILE ·~ / WEST COAST HIGHWAY TANK FARM SITE ! FROM 10+38.50 TO 15+27.00 DESIGNED: 6/21/11 RECORD DRAWING REVISION DKB DRAWN: DKB CITY OF NEWPORT BEACH S-5141- NTS NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 ._ ___________________________________________________________ ,_ ___________________________ ...1 __ ._., ____ ...,. ___________________ ._ __ ..... ___ ...:;J~COa1,. __ 0~2~16:;..:,1~01----------------------L--.=--.;;;;.-'~ JOHN C. OLIVIER RC£ 044568 EXP. 20.0 10.0 0.0 l DATUM ELEV -10.0 l'UTURE 1 O' WIDE-, ' CITY or NEWPORT \' • /ii[ACH [ASfMENT \ r·-\········~1 I I EX. 50' OCSO ESMT. i -~~:~L-!'.~ __ ±_I_O' ~-..... t .... -i---6_' _' CENTER OF ----, DRILL HfAD \ <.,., 5h 0.. "' g <-> ~ C) a bl "' D '- I I I ' .. I,. ' / ,.-~ .... /_; \\ ·l-· '' \l <~ ~,\ 11 1/ '~>::.--::.-:..'/ 1 r \\ I\ // '<:. -:,'./ "' :l'; :a:: -~ "" "' ~. ~ "' V, il..;J tJ C) a. ''"!C ' "' §;: ti' a ... ' ' • "' ;,! "' ~ "' ~ '---C ...... C '- SECTION A-A NTS -±c-,.;,..-',\ it ) } \'--. ~'/ ... 3a 1 ti ~ ' "' "' 2 0 0 + 0 ~ ro ID 0 1 I l I I j 20.0 --[LO.a/ -----. • , 0 . --+--· ·······--·····--······ ------0~--1~ "'-~ "' • ~l!::: .~ t'l:·.l~~l:;, -I 0•0 i g j ~ ~ ,rr~ -~ ---• i:1 f . tl!~ !Af:' ••• 1 0 lfl + 0 0 0 + 0 L(') + 8 + N NOTES: CD 0 0 CONSTRUCT MH W/ 12" LATERAL CONNECTION TO THE NEW BPPS (PROJECT 5-49) CONTRACTOR TO FIELD VERIFY EXIST 6" SEWER PRIOR TO CONSTRUCTION. CONNECT EXISTING 6" SEWER TO NEW 12" GRAVITY SEWER. POTHOLE ANO PROTECT IN EXIST. UTILITIES. DURING CONSTRUCTION. PLACE ALL CITY OF NEWPORT BEACH STD 401-L. OFF SET BASE 1'-0". CONE CENTERED DOWNSTREAM 12" SEWER. PROVIDE DEEP END BASE TO AVOID DROP INLET FROM 6-INCH LATERAL. © 0 © ® ½~A· . .. .. . ... •. . ...... J)NSTRUCT f;g~:: 12~ PY.C.. ~ .....•..... ASTM·C700· ]··'---····_ ••• .. . .. . 0 0 0 lfl 0 L(') + + + N ..., "' ~ ~ ~ PVC LINED 60" MANHOLE PER OCSD STD DWG NO. 05.0 (SEE SHEET C7002 OF OCSD PROJ NO. 5-58) 0 0 + .... ~ CONSTRUCT 12" VCP STUB OUT WITH PLUG CONSTRUCT MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L CONSTRUCT 8" VCP STUB OUT WITH PLUG STUB OUT AT STATION 10+28.00 AND 15+39.00 TO BE AVAILABLE FOR CONTINUOUS OIL OPERATION DISCHARGES AND FUTURE + 0 0 LO 0 + + .... ID ~ ~ 0 U1 + l(') ~ ~srM C70(T J • • --l ... J 0 0 0 I.O + + co <O ~ ~ 40' 20· 0 1"::::::40' 40' 1-····· · I-10.0 0 0 + r--.. 80' 0 0 + co ~ . . r ~-~ ~"/·~~ i t j SCALE: > ' HORIZ: 1''=4·0' i VERT: 1''=8' -.L r .,, l MANHOLE COORDINATES STATION NORTHING EASTING 10+28.00 2175457.49 6045472.46 ! 11+45.50 2175574.95 6045445.69 15+23.05 2175940.42 6045363.59 l .J - 0 ~ 0 C □ DEVELOPMENT DISCHARGES 1( .--------------------------------..-----,.--------------------.----,,....---------...-------------------------------IE PR[PAR[D UND[R TH[ SUP[RVJSION OF: REVIEWED: PLAN & PROFILE l JOHN C. OLIVIER RC£ 044568 EXP. 03/31/12 ND. 0445(iB- E;,ip, 03/Jl/12 o-•--+-----+-----------------------+-----.ll MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER ffi 6/21/11 RECORD DRAWING REVISION NO. DATE DESCRIPTION OF RElnSIONS APPROVED CHECKED: DATE: E WEST COAST HIGHWAY TANK FARM SITE FROM 10+38.50 TO 15+27.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0 N ro S-5141-S 1g --------r SHEET 2 OF 2 ------------------------------...i,n.