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Home My WebLink AboutS_5283_SRECORD DRAWINGS STANDARD SEWER LATERAL REPLACEMENT DETAIL NTS CHIMNEY SEWER LATERAL REPLACEMENT DETAIL NTSTRENCH DETAILE NTS CITY OF COSTA MESA PACJF) PUBLIC WORKS DEPARTMEiNT NEWPORT HEIGHTS SEWER IMPROVEMENTS GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITI-'I THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITYS STAMDARD SPECIAL PROVISIONS, OR LATEST EDITION IN THIS CONTRACfS SPECIAL PROVISIONS. 2. [)(]STING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE · RESPONSIBLE FOR VERIF'l1NG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. • 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE Of EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALl BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWlNGS TO REFLECT AS CONSTIRUCTED CONDITION. FAILURE TO DO ·so WlLL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABILITY ON-ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFlCATIONS, OR VICE-VERSA, AND ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECtFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALlED ACCORDING TO DRAWlNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL SEWER MAIN AND LATIERAL TRENCHING AND BACKFILL SHALL BE PER CITY STD. 105-L-C & 106L. 10. ALL EXISTING PAVEMEl'ff REMOVALS SHALL BE SAWCUT AND REPLACED IN KIND PER CITY SllD. 105-L-C. 11. ALL SEWER & FINAL PAVING IMPROVEMENTS IN PHASE 1 OF THIS PROJECT SHALL BE COMPLETED PRIOR TO INITIATING ANY WORK ON PHASE 2 IMPROVEMENTS. PROJECT LOCATION ~)7028~2 APPROVED: <DJ i1 u}A_j --D-:A=v_.,i =o ;..;,Ac..;:_~W-EB_B_,...::....,::P,::_. E-' .. """--PU_B_L_I C_W_O_R_K_S_D_IR~E-C_T_O_R_ DATE: CONSTRUCTION NOTES. CD PROTECT IN PLACE VICINITY MAP DATE: S-/3'·/6 q, REMOVE EXISTING LATERAL AND CONFLICTING PORTION OF MAIN LINE AND INSTALL NEW SEWER CLEANOUT, ~ 4-INCH VCP LATERAL AND MAIN LINE WYE PER CITY SID-4D6-L & DETAIL A ON SHEET 1. SYMBOL -POWER POLE © EXISTING SEWER TERMINAL CLEANOUT 0 EXISTING SEWER LATERAL CLEANOUT r., PROPOSED SEWER LATERAL CLEANOUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE 'fl FIRE HYDRANT III WATER METER lllJ STREET LIGHT PULL BOX Ill) TRAmc SIGNAL PULL BOX ~ STREET LIGHT WV ~ WATER VALVE ~ GUY 'MRE "' SURVEY MONUMENT ~ SIGN ~ VAULT VENT e TREE 1111 IRRIGATION CONTROL VALVE -CABLE TV PULL BDX -' CORING LOCATION [) ELECTRICAL MANHOLE liil ELECTRICAL PULL BOX ~~~l"-'~"-'~ BUILDING - - - -EXISTING CONSTRUCTION - ---PROPERTY LINE ----NEW CONSTRUCTION ---It---CENTERLINE --s ---SEWER LINE --W ---WATER LINE --G ---GAS LINE --E ---ELECTRICAL LINE --T ---TELEPHONE LINE --CATV---CABLE TELEVISION LINE OMOII--OVERHEAD POWER LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCKWALL ffl PROJECT ADDRESS (TYP.) NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB ARV ACP AC BC BCR BVC BU< CATV Cl It CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STIL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTIRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK STANDARD ROADWAY, UTILITY, TRENCH DETAIL PIPE BEDDING P.C.C. PAVEMENT CONTACT JOINTS TYPICAL ALLEY SECTIONS SOUTH SOUTHERN CALIFORNIA EDISON SQUARE SEWER MAIN TERMINAL CLEANOUT SEWER LATERAL CONNECTION TYPE "A" SEWER LATERAL 'MTH CLEANOUT STEEL SEWER LATERAL CHIMNEY CONNECTIONS TELEPHONE WEST/WATER 'MTH EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTIRICT TIME WARNER CABLE DAY (800) 624-8153 (800} 611-1911 611 ~ 949! 644-3011 714 962-2411 714 542-6222 NIGHT (800} 624-8153 (800} 611-1911 611 (949) 644-3717 (714} 542-6222 ' I ' " " ,. I - ., --" ~ - - I ---1---l --lf-----l L - - - I '-·- PROJECT LIMITS AC CONDITION LOCATION OF NEW CLEANOUT PER CITY SID-406-L & SID-511-L <XJ • I !/:: st .... JOIN EXISTING HOUSE LATERAL (TO BE PROTECTED) 7.5'-10' TYP. REMOVE EXISTING LATERAL AND INSTALL NEW VCP LATERAL AND CLEANOUT PER CITY STD-406-L MAIN LINE AND SEWER LATERAL TRENCHING PER CITY STD-105-L-C & DETAIL C ON THIS SHEET EXISTING ALLEY SURFACE TO BE SAWCUT AND REPLACED WITH 6 IP~ Tl 1161( PGG V GUTTER M~B 4"AC/4"AB PER CITY STD-140-L 'i::,. -o. I >--.... <O REPLACE MAINLINE WYE PER CITY SID-405-L IF RESULTANT PIPE IS< 1', REMOVE & REPLACE MAIN LINE PIPE TO EXIST. JOINT @~--------- LOCATION OF NEW CLEANOUT PER CITY SID-406-L & SID-511-L in to . I !/:: R/W 7.5'-10' TYP. EXISTING ALLEY SURFACE TO BE SAWCUT AND REPLACED WITH 8 l~I +1 IIQI( PGG V GUTFER AP4B 4"AC/4"AB PER CITY STD-140-L 2' MIN. JOIN EXIST. in .... X )(X X PIPE ZONE & BEDDING""" \, X V V' V V' X (6" MIN. ALL SIDES) ' • xx x x x MATERIAL TO BE AS FOLLOWS: ~~xxx~o 5".MIN LATERALS = SE30 SAND x ,,(' x • MAINS = ¾," CRUSHED ROCK x v ◊ ~ X "w'' PER STD-106-L 24" MIN. "' REMOVE AND REPLACE EXIST. WYE & CAP PER CITY STD-408-L JOIN AND PROTECT EXIST. CHIMNEY RISER Q) JOIN EXISTING LATERAL AT NEW CHIMNEY CONNECTION PER CITY SllD-408-l. /4" REMOVE EXISTING LATERAL, WYE & CAP AT CHIMNEY CONN~CTION, AND INSTALL NEW SEWER CLEAN OUT, \V 4-INCH VCP LATERAL AND CHIMNEY WYE/CAP PER CITY SID-408-L & DETAIL B ON SHEET 1. ® REMOVE EXISTING AND INSTALL NEW 8-INCH VCP SEWER MAIN PER CITY STD-105-L-C, SID-106-L & DETAIL C ON SHEET 1. ® REMOVE EXISTING LATERAL, CHIMNEY CONNECTION AND CONFLICTING PORTION OF MAIN LINE, AND INSTALL NEW LATERAL, CHIMNEY CONNECTION & MAIN LINE WYE PER CITY STD-408-L & DETAILS 8 & C ON SHEET 1. REMOVE EXISTING AND INSTALL NEW 10-INCH VCP SEWER MAIN PER CITY STD-105-L-C, STD-106-L & D IL ON EET . These Record Drawings have been prepared based on information submitted, in part, by others. Vttlile this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "' ' I') .r.:::.. 8 -:c 1--------------------------------------l"- OJ TITLE SHEET (I] INDEX SHEET SHEET INDEX [TI SEWER PLAN-ALLEY 104, 105-A, 106-A 8] SEWER PLAN -ALLEY 107-A, 108-A, 108-B II] SEWER PLAN -ALLEY 115, 116-A, 121,123 II] SEWER PLAN -ALLEY 126 [fJ SEWER PLAN -ALLEY 127-A, 127-B, 129 II] SEWER PLAN-ALLEY 109-A, 109-B II] SEWER PLAN -ALLEY 110-A, 110-B, 110-C @I SEWER PLAN -ALLEY 111-A, 111-B, 111-C [ill SEWER PLAN -ALLEY 112-A, 112-B, 112-C @:] SEWER PLAN -ALLEY 113-A, 113-B, 113-C @I SEWER PLAN -ALLEY 118-A, 118-B, 118-C .:i ..c ·i @-----~ C-7028-2 } r-------------------,-----------------------------..----------=-------------------.----------,,-..-,----.---~------------.----------1----------.-----------------------------l .. BASIS OF BEARINGS: REVIEWED: 1 11122116 UPDATE PLAN LABELS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: :z 70JN.Parkc:enterDrive 1-""'.>.f---+---l-:.:...:..CC.:..::.cc.:..::..,;.,_::...:::.=------I TITLE SHEET I Sonia Ano. CA 92705 5/25117 AS-BUILT u"> BASED ON BEARING BETWEEN ORANGE COUNTY SURVEYORS GPS STATIONS "6263R1" I ,. 0 .I , / CALL TOLL FREE TO "6288" BEING N 7'50'22" E J TA.IT ~·r:r~i~00 ''71415'0'"211 ," 'II s<o l),~~ NEWPORT HEIGHTS SEWER IMPROVEMENTS § 1-800-422-4133 t-::::-=-:--::-:-:-::-:-:--:::-:-:--------------------1~ '""""' .,. HMI E ~7167 EDR MURDOCH FRANK T. TRAN, RCE 62845 i BENCHMARK No.8~595 z D. TODD SC EDER, RC " r---+--t----+-------------1 MUNICIPAL OPE0 ATIONS CIVIL ENGINEER BEFORE YOU DIG : DESCRIBED BY OCS 2001 -FOUND 3 3/4" OCS ALUMINUM BECHMARK ~~~•" ;::;g:;::" l::."0 ""= ~:::;:, xp09/Jo;2016 QA/QC MANAGER DEPARTMENT 1--------------------.....,....-------t~ DISK STAMPED 'cM-26-7r, SET IN THE TOP OF A 4' BY 4• CONCRETE POST. MONUMENT IS ft.fl.,__ ~· LOCATED AT THE souTHWEsT CORNER or THE INTERSECTION oF sANTA ANA AI/ENUE AND ~ ---;s: /,~116 -c1v11. DESIGN~T H oRA\'i'N, MT Hi----+---+----+-----------1 DATE -5:/4,_/,,& DATE--"s....,,l....,ttoc....L../t_ro___ c1Tv OF NEWPORT BEAC .H , _s_-5_2_8_3_-s_---1 ·! 42FT Vi£STERLY OF THE CENTERLINE OF 1TH STREET. MONUMENT IS SET LEVEL liH SIDEWALK, - -V IQ_ .-- ..__ _______________ __,Jc_.=E::::LE:.:.:VA~TI:.::ONc:.....=...:9.:::5·:.:::59:..:.7..:.FE.::::ET:..:....1:N.::.A:.:.:VD::=B:::!B,...:YE.:::A.:::R...:LE=.VE:.=.L~E~D.!::20~0~5 ~ ________ _L_D_AVI_D_sL_oA_N_, _RCE_a_2s_9s _____ DA_TE __________ l.· CH_Ec_K_rn_, .J:D!.!.;TSil-oA_TE_:_,5!L1!.:23'L!.1!.2.6L.:.N::::O:.... 1..:D:.:A.:::TE:...i:R::::EV1::::S1::0N::..1-__________ .L _______ _j_ _______ _JL_...:P_U=-:B:.:L::.l.::C:....W::....:.:O::..:..R:.:..K.:.:S:..:D:..:E=.P:__:_A::..R.:.T.:..:M:.:::E::N.:.T...:__-1...::.sH..:E::.ET:...._1.:...._.:_oF......:.1.:.3_Jt S-5283-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT HEIGHTS SEWER IMPROVEMENTS C-7028-2 RECORD DRAWINGS INDEX SHEET L __ _ ___ _J 15TH \ \ \ \ \ \ I I ) \ \ \ \ \ \ \ \ \ \ / / / ________ \ \ \ \ \ \ \ ~/ \ \ I \ ~ 1/) ', ) \ j These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. \ \ \, l __ _ ----- I \ / \/ \ / ' - - -~,------+----1 --e HASE 2J -------- 1 '1:t I C) 11 1 w --~ _j ----- ----- I I R' q I \ - I ~ __ J I _ _! 11 _U L _ll L ~ L _ 1 _J I 9 I I I II >-I I I I II >-I I 11w I I 11w I R~R~ I 1 11 I 1 11 I 11 ~1, -~1 I 11 ~1, -~1 dbdb BEACON STREET I I I I I I - -~ -I ~ I ---- I 11 <( y I I I 11 <( 9" I I I I I <( ,I f----------<1----< ---- CLIFF DRIVE LEGEND [K) SHEET NUMBER OF ASSOCIATED ALLEY PLAN -SEWER MAIN SPOT REPAIR LOCATIONS __,______- ---- -------------- (IN FEET) 1 INCH -20 FEET ----- --- / / / \ __ / / / ~ / -/ ~ / -r [_~ / ~ ~ / I / / ,,, / l / / -- ------- -------- ----------------- .c O> :, a .0 (I) L -= L O> 3' "O -I "7 X w 0 z I LO r--"' 0 w :l, --c (I) 3' (I) (/) (I) (/) a .c 3;, (/) O> C ·;. a L 0 C 0 -u :, L -(/) C 0 0 / (.:, z w --s:: (I) <( (/) -.c O> (I) I t' 0 a. 3' (I) z .------------------------.---------.--,.........,.-----,--------------------,------,----------r------------------------1 701 N. Parkcenter Drive Santa Ana, CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver ~ DA~D SLOAN, RCE 82595 3/21/2017 DATE RE~EWED: 2 5/25/17 AS-BUILT RE~EWED: ~ D. TODD SCHMIEDER, RCE 371671---+----+-----------------+-----l FRANK T. TRAN, RCE 62845 QA/QC MANAGER CIVIL ENGINEER LO r--"' 0 w 3--w 3-(/) O> 1------------------r--------l C DESIGNED: DRA\\N: ·;. 1-------:M::..:.T._::::.:i,H ____ ___..:::M~T .::::.MH!f------+--------+------------------l------1 DATE __ 3~/2=1 /~20~17__ 1--------1 :: CHECKED: DTS DAT~ 21 2017 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET 2 OF 9-~---------------------------~------------------~---~~~~~--~----------------~-~------~--------------~---~"" CO N S T R U C T I O N N O T E S LE G E N D S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 0 4 , 1 0 5 - A , 1 0 6 - A s· en a --, ,.-+ en ,.-+ :::r 0 -a ::::r co rl-o ~ en :::r ::J en co "' en • en -· :::o rn ~ co (1) :a: () -c, ::r 0 ---·-, aocoa. :, -, en -· ,.-+ o -::r -, a en -•C en en ,e a gs• =r () -"' -,c:oen (1) -, -, en C 3 :::r C: n c C ;:::;'< rl-< • w 0·CD :, :, rr Q __ co en ro -:, 0 CT -, <D -c, co ro· ~ -, <" -, <1l C 0 c_-, -, " en ~ c. 0 0 ., rr CT C o <1> en 3 -, g_ w· co (I) -•0 -· a ::J 0 CT ~ !11 s· -:e O ~ ~ ;:+ 3 0 '< C ::r -0 -· 3 -g cZ '< <1l en ,e C ::r-c, CT CO 3 (1)< -, -· ---CT (IJ CD (1) (1) C. (1) □ • ::J n -· ::r ::, s· -· -a 0 en C Q ::i ;::i " 0 • Q ,.-+ er C '< -(1) c_ - !I~ i 00 N u, <O u, "' ...... !;;~---< N r'l g -..J 05 ~; a· iB • f ~1:;' , 0 aa (0"3 •• o, 0 Q, g ~. a , ~- 0 ~~ 1e 0 Cl Cl :r: r'l R VJ d A ~ c, fT1 fTloc, 9 ~~ ► {/) --< --.....o Cl 0::C --< 0 a:: l;;;Ul.;_➔I;;;;_--1 ;;; a:: ' • ' Cl ► ~ "' z"' Cl )> --< (.,J r:i ~- ~ g -..J z p 0 )> rii 0 r'l Cl) 0 "' "CJ =< ~ 0 .,, "' r'l ,;; Cl) 0 z Cl) )> "CJ "CJ "' 0 i'ii 0 Cl) I r'l r'l --< w 0 .,, a:: --< ~ I Cl )> rii u ~ ~ g -..J )> )>. "" "' "' z r'l 0 "' r'l "' -..J -0, -..J ;a )> z A 0 --< <· r :,j r'l )> Zz "'. z "' r'l 0 !.l r'l 0, N 00 t;, --I i"O ~~ •• CO ~ a --~z • .i,.. C. Ctn ,,.,, ::; o-::i C ()!;2 fl>(" o co n n 3 ~ )> ~ 0 -.o(D ~" cl 0 :"!' LJ, ~- ~ . t: I ;a r'l s; r'l ~ Cl N u, ~ u, -:::,. -..J )> '{' CD C r --< ;a r'l s; r'l ~ z §2-:::-z II .,, " r'l 0 ,,, --< .,, ~ f:i .... .g: t I I I -I- I e___ ; - I :ti I I m "!. I -I " !!ii! ,._ ~ ~ I 0 r> A STA: 10+00.00 C.L. INT. CLAY STREET T !:; ! 1 r ,.1 *r'l"'"-X. SWR. LAT. 2916 ~ REMOVE AND REP 6 LF OF 8" MAIN N ,e I • I I I 1 51 I I I I STA: 10+69.8"(N 4" LA lffiAL ~ 1·rw PCC v GUTTER( ,e (TYP.) I : ----........ 505',.:, ', ' r-r-n, 509 "' -a. 0 0) I ,_____,_._ ___ EX. 8" VCP M Al N i,. I I "!. :i NY TA: 11+84.70 4" LATERAL -----1 I 1 11 515 "" 111 I I I "" ,i I I I ., I "' ___,.____! ,i I NYTA:12+35.90 4' LATERAL ALLEY SURFACE -(TYP.) 519 • I "' ,i -4,._ "!. :i I I O I : Ii I "!. ----r :i I N)=TA:12+86.40 6' LATERAL 521 "!. :i I I : If 11" ~I I ,0 1 I I r>I EX. SWR. LAT. EX. MANHOLI EX. SWR. LAT._ " -E ----E --- ,-1 EX. SWR. LAT. 1 6 1 0 1 510 512 518 520 ~ Nt'TA:13+34.10 4' LATERAL 527 " "!. :i I I I I "" I ,j I : I I NpTA: 13+84.80--~1-fl ; o. 4' LATERAL ' 531 I I I "' :i I I I I "" -1 +I 0 0 " EX. SWR. LAT. CONST.RU CT 8"X6" WYE STA: 13+87.4·'1N 4' LATERAL 1 rt•I 610 STA: 14+20.9'{N I 526 530 I • ,I I 11?7-= -3 ----3 ---- 1 N.,,TA:14+35.50 6" LATERAL 535 ALLEY SURFACE TYP. N)=TA:14+85.80 6" LATERAL 539 543 vTA:15+80.70 ~6" LATERAL ~ 547 ., ~ » . 1 -.....I,-~ .... 0, :i! ti) ~ m .... • " " • " STA:14+38.1"(N 4" LATERAL _..-'+---EX. 8" VCP MAIN 534 frd, i: -- ---- I I I I "!. :i i Ii "!.It :i : 11 1 ! ~ I STA: 14+91.2"(N 4" LATERAL PCC V-GUTTER (TYP.) STA: 15+36.0'I'-" 6" LATERAL EX. SWR. LAT\_'. ;~ EX. CLEANOUT( I I I I 1111Dt • 536 542 546 .I. 1MIIII!!. .... ,..,_,,_, r.,.~ t --10 .. £----~ .. £--- -~ .. £-- - (") ~ STA: 16+59.83 I C.L. INT. 15T.H STREET I ~i;;; I t3 ',,, 11 r> e -< .ca :ti m .... ;'\ (0>TA: 1Cl+3T.79 -- 3000 ., i U) I I I ~ STA: 10+00.00 I "! j t/l : C.L. INT. CLAY STREET 1 .. I I "! I I j;! <, I ,... th I I • I -= ,. ' I < I • ~ I :e I A - - STA:10+41.391 6" LATERAL N I I : I PCC V-GUTTER _ .. 303 I .,...,-,-....__,.. (TYP.),,--....._/,..--~ N ___ ..... -r.l --::;,c-:::;,,~:;; "~~-- TA: 10+83.69 STA: 10+86.79 N 6-f---it------,~iAjntiliN ' I 6 LATERAL I I 505 )> r-r-n, -< ...... 0 CJ'I i,. TA:11+36.69 • tAPPEO LATERAL ALLEY SURF ACE -(TYP.) 511 N~ TA: 11+ 78.59 _ X. SWR. LAT. 515 N" TA: 12+35.09 519 ' " • I I _c -11! + < 8 1 I ' .5'1 ~ £1 I < I I I I I I ,__ ___ STA:11+33.99"' 4 LATERAL I I I + c (/) - "9 EX. 8" VCP MAIN I 11 "! I f 11 I !: I • < I ~ 111 u s,:e ·, I ;:::; I I "! + I i. o I I o I ~I-I ► I < I I I I STA:11+90.09 4 LATERAL "' g l------- - 0 i,c..;-• I I I I I j;! "! < i. I I IV I I Il- l I I , ~ -11 C STA: 12+37.6, ~ CAPPED LATERAL STA:12+66.7'(N 4' LATERAL - - -ax. SWR. LAT. I "' I _ __,:r: ~'--- I - - lo n 506 510 512 516 '.::J:iTA: 12+88.49 CAPPEO LATERAL : ~ -I ,.,...,H O STA: 12+89.2'(N 4' LAlERAL I I ~I I + I STA:12+91.1 71 _ CAPPED LA TERAc 523 f 18g I I I u, I I I I "! I i. ~ ----=-rt· t : l 1 NpTA:13+35.79 dlR·1 ii .. 1'i--:__-- - 527 - - d I J ~ I I I ~ ]: I I r I I C • I • 11 TA: 13+85.19 ,.__,...,_,• I N O> TA: 13+87.19 i I I -CAPPED LATERAL I "' _ ill 531 -- I t ~d~ I +..., I o < 0 1 "! i. I I I t/l I I "! I I I ' !:jl STA:13+38.9"(N 6' LATERAL - - EX. SWR. LAT,_ - - ....µ,' I I PCC V-GUillR _ (TYP.) -I llf----- - N" TA: 14+37.59 ., ___, I Rn·1 n I .,. ~ 0 1 :: 4 I :e . I I I I ALLEY SURFACE I I -(TYP.) < 535 I : I I - - I I " ., (/) ► i • • ---,11 STA:14+40.0'(N 6" LATERAL EX. SWR. LAT._ TA:14+84.89 I I STA:14+87.6 N N I 4 LATERAL I "! 522 526 530 534 l :f. ,h~-~ I u, I N 1 6 1 I ,. 538 I o l I ~ I J 537 - - 543 ,e • 11 : "' I I I I I""?. EX. 8" VCP MAIN ----,i I ~ STA: 15+35.6 N - -- - " I 4 LATERAL I I ~ I i + I I j;! I ' ~ 71 Ul .:i;- N" TA: 15+62.29 I 1>- "! i-i~., I I I I j;! I < I Ill " I ~ . I ----''---I ,e . . [jjll---- • STA: 15+84.8 N 4 LATERAL 542 ~TA:15+83.09 _ FTA:15+85.59 CAPPED LATERAL I I : • EX. CLEANOU1 _ I ~ -i I 1 ';' I r..Jl,--1 8 1 547 I j;! -+-I < "! I i. I I I I I I n ---...:}-~I~ I ~I • ·--1 ----1 ---i"--,~1 -.--1 - - -M Z:L----M .. ZL .... 0, :i! 1 I .. 1 I • Q[]IIJ " ....... Z:'L-t--~M .. 1.----M 71 "/\J..YJ----,uy._J STA: 16+59.98 546 -M 7, L- I-Cl)--111.,l I----111.,ll----111.,lll--e.t"IN4J-t5Tlt-Sf~----Ill, ::t! m .... K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 1.dwg 05/30/17 -7: 46am rfirebaugh e -< 11 I C1) --:ti I rn ~ STA: 10+00.00 -o.~ - --o .. z----0.,l---1 o .. z-CJ.:...INTo,£1,A~ST~~:.z----( .l ~ 4.11..D ~ n--,r -~,e1r-L --- - - - • ... I.a ~ - - - PCC V-GUTTER _ (TYP.) 3110 ,-" ~ ~1 :, 111 STA:10+69.55 / I • 6 LATERAL "' ~ -~X. SWR. LAT. )> r-r-n, -< -a. ~ " I • ,-r, u, o I t6 : 7.$1 .5; • - -- 513 ALLEY SURFACE -(TYP.) " -- I EX 8" ; t 11 • VCP MAIN ~I ~ :: I " ~ EX. SWR. LAT C 508 •r1 ,,j l ' • - I - " - - _ ~X. SWR. L;;:. -•:::} 't, 0 f-,-''t --- I ~~- ~-- -- STA:11+87.6 .1 • ' 'ChPPED LATERAL ........._ 515 I I ·1 ~l~J • > ◄ I I -4 (/) < • 514 ~ EX. SWR. LAT _ - - N ;A:12+35.75 .!!I!.__ 6 LATERAL .,. J.-- 1 :M~ --·~ - -- 517 ,oy TA: 12+85.55 4" LATERAL 521 - - ,0 yTA:13+36.55 4" LATERAL 525 -~X. SWR. LAT. 531 • • _,,...i:::: ~t: < > ◄ I I ~ ~I-)~ I I STA: 12+56.65 4" LATERAL (0518 EX. MANHOLE_ "'I I .H ~--- -- < I" ~ : C- " .. Im " " I "":ltl''tl..Jilll,t ~I~~ .. I ~ o -< 1'' I I ~ ◄ I 1L " 1,,1 I~ h, ~ l\f ,j < I , I : J I 'v, ' ) < I I : I I I • I l<r EX. SWR. LAT'-1 522 STA: 13+39.15, 4" LATERAL ,N 526 ~ t -• ~t.', I STA: 13+86.651 4" LATERAL N I C (/) 1-! ~. 6 1 :1 1° I I It,, -I I l<r § II I 530 ----- '")"TA: 14+34.55 6" LATERAL " --=I,_ ~. JI • . . I 2. •. - -- 533 ALLEY SURFACE -(TYP.) " ~ 7 I I I 1+1 c ) r l < ,- ~i .. i:~1 ◄ " EX. SWR. LAT,_ • L PCC V-GUTTERn 534 (TYP.) _ ~x. swR. LAT. I ~ I I ~f-- 1 j 539 ----- '")"TA: 15+34.55 6" LATERAL 541 --;:»'TA:15+83.15 - 4" LATERAL 545 • I ~ <I EX. 8" VCP MAIN l<rl-I I' -c.n I " 6 1 0 1 ;I I ~ [,,,,, "".-L•I • ., ! --,... ,. - " • - = I I ,.,, ; ...l , ◄ • I 7 .. 5•lV . -~ b- . ,. ~ 0, 1+1+ ◄ 8 !fr- • -I!-1; 11 ~I i' ~ I -• 536 STA:15+20.251 4" LATERAL N - -- STA: 15+46.15, 4" LATERAL ,N 542 ------ STA: 15+84.851 4" LATERAL N EX. CLEANOUT, _ 546 -- --N..I__ -------1 ----1 ---1 -1 ----1 I---\ .._ ,.> l-- --M .. l 1-- --Ill~>~ _ _J +/t.,ll~ --111 .. l l-- --M .. l I J ----AlV'J----AlVJ----f,n:1----AlVJ ----Al'IJ---· .... 0, V :i! ti) ~ STA: 16+60.12 C.L. INT. 15TH ST.REET m -"'I --M ----M ----M ----M ----M -- ;_) '-,, 0 "' oo ►-o =< 0 0 Cl) z r'l Cl "CJ r'l Cl) "' r'l Cl~ r'l "' -< )> 0 -r r r'l )> ► zZ Cl 0 C .,, ;-< r'l 5 0 0 z Cl =< 0 z y, G O<► Zl-0 G) -,, C/J C ;o I --i 0 r'l --< X r'l r'l --< "' a:: )> c--cl rii a, C: r>l a:: "' --< r'l Cl) 7J 0 r:;: .,, 0 0, "1 I Cl - 7J z r>l --< "' :,: 0 0 "1 A --< 7J 2': 0 '0 88 ~"' "CJ I ro, ;a Z a:: 0 C, 0 --< :r:~ R < r'l --< Ox -7J Cl) z I ::j 7J ► Z • -<"' )> r'l 0 ;a r r'l ►► r--< )> !.l z )> or ,: )> :,...Z zO ,o -0 z z r'l .,, =Er -< 0 r'l --< :z 7J "' r'l "' 7J 0 C, "' :;! 6 (/) z cJ o I ., .... a:: O ► o,-, z 'C: I>,> z r'l Cl:,.. ~ :z ► Cl r-z ► (/) 0~ z, ' Cl) z I r'l Mi =E --< Ul -r'l • =E r'l "' 0 f;; )> z 0 C .-< CO N S T R U C T I O N N O T E S LE G E N D MATCH LINE - STA. 16+00 SEE BELOW LEFT S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 0 7 - A , 1 0 8 - A , 1 0 8 - B MATCH LINE - STA. 16+00 SEE ABOVE RIGHT (S E E S H E E T 5 ) s· en a --, ,.-+ en ,.-+ :::r 0 -a ::::r co rl-o ~ en :::r ::J en co "' en • en -· :::o rn ~ co (1) :a: () -c, ::r 0 ---·-, aocoa. :, -, en -· ,.-+ o -::r -, a en -•C en en :E a gs• =r () -"' -,c:oen (1) -, -, en C 3 :::r C: n c C ;:::;'< rl-< • w 0·CD :, :, rr Q __ co en ro -:, 0 CT -, <D -c, co ro· ~ -, <" -, <1l C 0 c_-, -, " en ~ c. 0 0 ., rr CT C o <1> en 3 -, g_ w· co (I) -•0 -· a ::J 0 CT ~ !11 s· -:e O ~ ~ ;:+ 3 0 '< C ::r -0 -· 3 -g cZ '< <1l en :E C ::r-c, CT CO 3 (1)< -, -· ---CT (IJ CD (1) (1) C. (1) □ • ::J n -· ::r ::, s· -· -a 0 en C Q ::i ;::i " 0 • Q ,.-+ er C '< -(1) c_ - !I~ i 00 N u, <O u, "' ...... !;;~---< N r'l g -..J 05 ~; a· iB • f ~1:;' , 0 aa (0"3 •• o, 0 Q, g ~. a , ~- 0 ~~ 1e 0 Cl Cl :r: r'l R VJ d A ~ c, fT1 fTloc, 9 ~~ ► {/) --< --..... 0 Cl 0::C --< 0 a:: l;;;Ul.;_➔I;;;;_--1 ;;; a:: ' • ' Cl ► ~ "' z"' Cl )> --< (.,J r:i ~- ~ g -..J z p 0 )> rii 0 r'l Cl) 0 "' "CJ =< ~ 0 .,, "' r'l ,;; Cl) 0 z Cl) )> "CJ "CJ "' 0 i'ii 0 Cl) I r'l r'l --< .I>,, 0 .,, a:: --< ~ I Cl )> rii u ~ ~ g -..J )> )>. "" "' "' z r'l 0 "' r'l "' -..J -0, -..J ;a )> z A 0 --< <· r :,j r'l )> Zz "'. z "' r'l 0 !.l r'l 0, N 00 t;, --I i"O ~~ •• CO ~ a ---z • .i,.. C. Ctn ,,.,, ::; o-::i C ()!;2 fl>(" o co n n 3 ~ )> ~ 0 -.o(D ~" cl 0 :"!' LJ, ~- ~ . t: I ~ ;a r'l s; r'l ~ Cl N u, ~ u, -:::,. -..J )> '{' CD C r --< ;a r'l s; r'l ~ .... u, :i! Cl) ii m 515 I I "!. c;; I I I I I I I I~ " I I ---11 I i -s!. I I "' -s!. I I I I " STA:16+11.B~N 4° LATERAL 512 Q'I=•--- ---- N~TA:16+36.19 [: 6" LATERAL " I r I I I 519 N)"'TA:16+88.41 4" ~AL r-r-n, 521 "'< -.a. c:::, 00 )), N)"' TA: 17+39.31 4" LATERAL 527 ALLEY SURF ACE (TYP.) " I "' I I I I I "!. I c;; 1 1 J I STA: 16+56.7~N , I 6" LATERAL I I I "' I I .L J I~ ~• I I : I " • r I I I ~I I 11 : "'· -s!. I I +1 8". -s!. I I 'r : .t I ; I "'· -s!. I "'· EX. MANHOLEi_1 516 EX. SWR. LAT._ EX. SWR. LAT._ PCC V-GUTTER, 520 (TYP.) Ill t --- STA:17+62.8~ 6° LATERAL 524 '('j;X. SWR. LAT: =-7 STA:17+89.2 1_ CAPPED LATERAL N)"'TA:17+87.58 4" LATERAL 531 Q 1 : col +1 8 1 :: ~~ 11 •~ STA:18+12.4'9 ~ • • 6" LATERAL 528 I I I I "', I I "'L ~ I . X. SWR. LAT. -_J:'l; 'r : I STA:18+39.5 1_ CAPPED LATERAL 535 N!"'TA:18+87.71 4" LATERAL 539 ALLEY SURFACE -(TYP.) Ny TA: 19+38.01 4" LATERAL 543 ,.,y TA: 19+87.91 6' LATERAL . ~TA:19+89.81 CAPPED LATERAL 547 " " " --M ----M --- z (") ~ I -z !;:i Oo:'.J .., ~ "' "' -< ~ .• , -~ ~ .g: II II ~ p -s!. I I I I "' ~ I r Id I 11 I I 'r ! i EX. 8" VCP MAIN 538 i,:, Id II II n II • I f 1; 1: ~ 11 I II II I 1 : "!. c;; I I I I "!. " I I I I I .. "' i': /I 8 1 I 11 1 : I 111 I I , __ ~·1--- EX. SWR. LAT --- STA:19+61.7[N 4" LATERAL 540 STA: 19+85.4[N 4" LATERAL EX. MANHOLI 546 PCC V-GUTTER, (TYP.) -l __._, " --~ STA: 20+64.19 C.L. INT. 15TH STREET ,,, _-~=3\ - M -------~---M ~'\. ~''-- c:, ~ .,.,~ /\? -rJ:.,,.. ,,.,,. --..,-,,.,,. ..... ~.~-- :t>,~=-"',_..-r-;..-=::::- r-~, ~-:-~ ~-~~~::-s .... ~1--...... -tf..··Q._ ,_ --~ -· - c.n)" TA: 10+00.00 BEGIN(JOIN EX. MANHOLE) .... ..... ~ ,., ?" ·---- N)"'TA:l0+75 ·09 6"LA~ r-r-n, 415 "'< -.a. c:::, ~ ·----- N)"'TA:11+26.49 6" LATERAL ALLEY SURFACE ->,-------,-( TYP.) 421 --~~~ TA: 11+ 77.39 CAPPED LATERAL " ... •• .,.~-.... o.,",,.,,. . STA: 10+00.00 C.L. INT. ALLEY 115 U-~: . I ..... "l I I I IL It\.,, 111 '1 : STA: 10+28.1 iN 6" LATERAL "' II 1: "' II, I I . <1E 1 i' t { i .,I II I IJ •I II STA: 10+65.0'lu, -E--cl<Ju 7. II I I I I I : L ·.'°I .... O>J -=1 11,-- I I " "' STA: 10+ 78.4·,,,._, EX. SWR. LAT. STA:11+29.li,_, 4" LATERAL PCC V-GUTTER (TYP.) ., I I ij_. I I !Ifil_-1 I I I ~ I I I EX. 8" VCP MAIN " STA: 11+79.7"[N 4" LATERAL 418 422 424 430 -----... __ JI,- X. SWR. LAT. -------.. 429 I I I I ~ •I I I : I ., STA:12+27.4"[N 6" LATERAL 434 ·----- NY. TA: 12+ 75.49 6" LATERAL •m·.-~ STA:12+77.8('1'. 1. CAPPED LATERAL . •• ·-STA:12+80.5"!,v I 431 ...........__c_ " N)"'TA:13+25.99 6" LATERAL / 435 / / / ~ / / " / / I I "', "=I -11 '-"I 6 1 0 1 o,j .,7 11 11 I I II , II ~ Il l ii I 11 I II / I ~1 •. :1 If / / " ~ / / / / ~ 4" LATERAL / / EX. SWR. LAT. 438 442 • I 1 --. ·---CATV---- ~ -< Cl) ii ---~ ----s 501 .... X. SWR. LAT. ALLEY SURFACE E'...) t •• "' ~ : <"' I I I I "' STA: 14+04.56 C.L. INT. CLAY STREET __ ~ ~ f EX. MANHOL'( .!I[ Q I 11 I"'" I I "! ' -s!. "' -s!. I A ------ STA: 14+39.8"[N 4" LATERAL STA: 14+42.0 CAPPED LATERAL 500 ----, _ Ny TA: 14+87. 99 4" LATERAL 507 511 ::b, r-r-n, -< -.a. c:::, 00 )), NY. TA: 15+ 77.29 6" LATERAL N)"' TA: 15+88.69 4" LATERAL I • I rn-.,,., 11 ~I • STA:14+90.4iN 6° LATERAL I"' o I J I PCC V-GUTTER I : I (TYP.) I "\ I "= I "' I I J H>-+-+--+--EX. 8" VCP MAIN I I I I I --t~ "! -s!. I I I,..; I I : :j I l "! I ; -s!. If[ ! J I I I I I "!. c:, "'· -s!. I I I I " "' I " !§II STA: 15+41.2"[N 6" LATERAL c;; [_il!j I I STA:15+91.1;a1 • ~ I I CAPPED LATERAL 011 I 504 508 K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 1.dwg 05/30/17 -7: 46am rfirebaugh 0 ~ ."'C Cl) ii m .... A l~ . STA: 10+00.00 ~ C.L. INT. CLAY STREET I~ ~ 1 < "" I 'I . --11 ,,~TA:10+34.20 -1 RI i~ 4• LATERAL I I" I - - STA: 10+37.2'\rv 4" LATERAL ALLEY SURFACE -TYP. 501 - - - _ "TA:10+85.20 CAPPED LATERAL _ .X. SWR. LAT. 503 "" ' ' ~ ' /\ .. "!< 500 I -s!. I "!. I I "-LI c;; I I I EX. SWR. LAT._ I JJ;I ;_ 3 ----3 -- •• -++ " I I ~ ~ I "! _J I ,., c;; +I I I I ,;I I I I '1 1 I "' : t . - - STA: 10+87.2'\rv 4' LATERAL 506 ,., IJ ~----EX. 8" VCP MAIN "I I I I PCC V-GUTTER _ I ,h i,s\l (TYP.) --">-!-ii'~ --- ----- - - / 116 -- - _ TA:11+36.20 / CAPPED LA TERA I I ~ • I m // 11 ~ / "!. I STA: 11+38.2 CAPPED LA TERAl ~ / c;; f 11 ~ I I I Iii I C:l\8 505,/ I I I lil -~ E ----E ---ou / I "!I _ X.:.._SWRc_LAT. I f~ • > ABANDONED--+---1'. llii I I I "! I STA: 11 +67.2'\rv 4' LATERAL - - STA: 11+89.2'\rv 4' LATERAL I • I "!. EX. MANHOL _ 515 519 521 527 ,.,yTA:12+13.30 4" LATERAL ,.,y TA: 12+33.90 6" LATERAL ::b, r-r-n, -< ..... c:::, " c;; Q I :!. I I"' I "' I ' "' J I BM~ I ~ c;; 'I f1 I I 1' I~., ~ "\II I "= I I I I : I, 11 !~ I JI ~ 11 " I I I 1,1 I I r. I m!. l.i!, : ~ I< "' I I I I I --_ _.._I 11 N TA:13+35.30 : "\I,__ "' "'' . ' <il 11 I I I I I I I T "!I I -sf.I "!. I ' c;; I ! : 1i I l l ~ I~ fl 1 I~ • 514 - - EX. SWR. LAT _ 518 - - ST~: 13+08.6~22 6 LATERAL "' - - EX. SWR. LAT _ 526 - ---=;I-I :~ - -- 531 ,.,yTA:13+86.10 6" LATERAL I "' I I JI "' J 1ol0 I 1? I :;;J < I "°" I •I I ~I "' I I : I " STA:13+88.1irv 4" LATERAL 530 ALLEY SURFACE I :, -TYP. 14 .. I ,Ii -' -sf.I 535 537 _ 11 --, ~I • I ---" _ X. SWR. LAT. 3 -• a, -I "= I "!. I c;; I I I I I I Ii I O?;; I -s!.1 "!. I I c;; I I I I I I I I I "' "Iii ~ I ,, __ _ X. SWR. LAT :e: "': I II "' I I I u1 o I : ~ I ~ ------ ST t,: ~~~Z_· 7 "[ rv 534 PCC V-GUTTER _ (TYP.) - -- STA:14+86.1"[rv 4" LATERAL 536 1 1r r 1· I I I ., i EX. 8" VCP MAIN "!. I <il I .. -- ------+ 1•--- -I I - -- 543 N TA: 15+34.30 I I 4" LATERAL I .,, I I I JI "' IJ I I I t J I~ 1 ':f. --;, EX. SWR. LAT,_ 540 ~ ! "'~1.1 1 -;, ---- --------I ----s I A: 15+82. 1\f.:;- 4' LATERAL 3 -"' TA: 1-:m;s.oo O 1 6" LATERAL ._ ., EX. CLEANOUT, _ -s!. ~ I .,; al 11 ;!:J "' 11 q 1: : la 545 546 ~ : Fi' I II I 11 "\ l "' 9t&C:V I -,f - - - l ---e-l _t__::o._l l ---- --"'l~ ~--11 ~ 9 _J_J zh--_:.: QODDi;:;JQQDODDJ -0.,£ .... u, :i! Cl) -• ::c m .... 0.,£----0.,£ .,£ ~ .. £ o .. r 0, STA: 16+59.87 ,,_., C.L. INT. 15TH STREET --- r a:: u1 0 .,, a:: )> z r :z r'l Cf) r'l ~ "' "' r'l 7J ' )> 0 r'l a:: r'l z u1 -.) r -.:, 0"' oo )> 7J =< 0 0 Cl) z r'l C, 7J r'l Cl) "' r'l Cl~ ~ "' )>0 -, r r'l :,...► :z :z Cl 0 C ::::!] :-i r'l :; 0 ~ Cl --< 0 z y, G O<► Zl7J "' 7J C/J C ;o I--<O r'l --i X r'l r'l ---< ;a a:: )> :--'"-I-I 0 r'l CD' C7 a:: "' --< r'l Cl) 7J 0 s;:.,, Oa, r'l I Cl - "CJ z r'l --< ;a :,: Cl 0 r'l :,s ,;! 7J -0 'O @ 88 Cl ;a r'l r'l 7 a:: 2': 0 r< 0~ ox :z Cl) Cl) -- --< z ,.. 0 z Cf) ,;! F z r'l ::;; 00 I z 0 :r: cl 7J Cl) r'l i'/, "' a:: )> z 7J r'l "' 0 =< Cl) cl I 0 u, I r I _o Cl) cl I 0 0, I r R> .... ;a "CJ I r'l ;a -a:: 0 i"i O rii :r:~ ~ <ro -ox z 7J - Cf) "CJ r--< ' )> z )> rii "' 0 ;a r r'l )> )> r rii )> ;a z )> or a:: )> )> z zo ,o -0 zz r'l .,, :,e C r:\~ z 7J "' r'l "' ;:g 0 ;a -7 --< --< 0 Cf) z --< 0 Cl -., I .... a:: 0 )> o,-, z r, R> z r'l Cl:,.. r'l z :j;! Cl Pz )> Cf) 0 ,;! ZF Cf) z I r'l r::1 ::;; --< Cl) -r'l . ::;; r'l "' 0 f;i )> z ~ CO N S T R U C T I O N N O T E S LE G E N D S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 1 5 , 1 1 6 - A , 1 2 1 , 1 2 3 MATCH LIN E - S T A . 1 2 + 0 0 SEE RIGHT MATCH LINE - STA. 12+00 SEE LEFT AL L E Y 1 0 8 SE E S H E E T 4 AL L E Y 1 2 1 MA T C H L I N E - S T A 1 5 + 2 0 SE E B E L O W MATCH LINE - STA 15+20 SEE ABOVE 00 "' u, <O u, "' ...... !;;~- --< "' r'l g -..J 0 :r: r'l 0 ;,;: r'l s· en a --, ,.-+ en ,.-+ :::r 0 -a ::::r co rl-o ~ en :::r ::J en co "' en • en -· :::o rn ~ co (1) :a: () -c, ::r 0 ---·-, aocoa. :, -, en -· ,.-+ o -::r -, a en -•C en en :E a gs• =r () -"' -,c:oen (1) -, -, en C 3 :::r C: n c C ;:::;'< rl-< • w 0·CD :, :, rr Q __ co en ro -:, 0 CT -, <D -c, co ro· ~ -, <" -, <1l C 0 c_-, -, " en ~ c. 0 0 ., rr CT C o <1> en 3 -, g_ w· co (I) -•0 -· a ::J 0 CT ~ !11 s· -:e O ~ ~ ;:+ 3 0 '< C ::r -0 -· 3 -g cZ '< <1l en :E C ::r-c, CT CO 3 (1)< -, -· ---CT (IJ CD (1) (1) C. (1) □ • ::J n -· ::r ::, s· -· -a 0 en C Q ::i ;::i " 0 • Q ,.-+ er C '< -(1) c_ - ~ ~ , 0 • • i --I 05 i; ,. ,,, a· iB '--+ -t: • Q. (n f -~ (l !2 "" a~ 00 3 i'l , 0 aa a (0"3 •• o, ~ 0 ~ ~-t: 00 ~-; ~ ~ a a , al 8· ., 0 0 - 00 00 ,-< 0 •• 0 0 r'l (/) cJ G) z 0 r'l ~~ a a a --z a. )> ~ a a 0' n ii )> ~ ~-~-cl !;? (n ;,:· • ~ 00 !=? s:::~ ► (/) --< --.....o 0 i o::r: ;;j 0 a:: a:: Ri 0 0 ► c:, ► :,:, z SJ --< ► ►- (.,J r:i ~ G) "' ;:;-ro n :,:, r'l ;:;-a:: "' --< ~ -..J g -0, -..J :r: -..J ~ " .. I ' ' ;O•,. C: ',, i! \,-., )), '\ " I STA: 9+99.53 G\, C.L. INT. SANTA ANA'~_YENUE ;i!: ', li '~ .. )). 0, I S ', I [!! '~.. I ca. 0, 0 ~ ',J 't~--"" I -0 ~ ;o .. > G\, ' ' ' ~o " ' ' ' ' 2948 ~, " ' ~·- ;a r'l s; r'l ~ 0 ,-.,yTA:10+53.34 , 6" LATERAL ..., TA: 10+ 0.70 6" LA RAL 2944 -+ ----3 ----3 ---v-\1'.-i-1 l:et.lll ALLEY SURFACE (TYP.) .,,. / 2940 / ~ / X. SWR. LAT. ):=., r-r-rn -< ..... 293~ N)" TA: 11+93.30 6" LATERAL 011 .5' .. , N + ·.110 D EX. 8" VCP MAIN I Is!! l I 2932 lq I~ I I I I 'pl I '\ ' ' ' ~·-'\ ~',, ~ .. / ' EX. (}:::.. ' ~ ' ' STA:11+27.7'-IN 4" LATERAL 312 "-I "" PCC V-GUTTERG / (TYP.) / / / / / / STA:12+08.1'-IN 4" LATERAL 320 / / I I 0J _____., !'Tl ---------,.,_ ~TA: 10+17.43 STI I , C.L. INT. BEACON - :i:.; ,; (') I '-1---- o ------r 2: ___. --~··g-\ Cl) --~ -tl\,,9-- =t:i --rn .-tt-,,9-- n, 9-----..... ~ • ·: "': / "' \e£ I I I I I ------.._ '-\ - L -----------r-I 11 -:t=.. 'I 1~\ 11 r-I "1 ~1' I' -< I ii II ..... ~ 2908 ..... ,. ----- PCC V-GUTTER (TYP.) 400 STA: 10+64.471 ..., 6" LATERAL ~- ' N)".TA:10+79.0 6" LATERAL !!:'l 1 -• H / I,. ~ EX. 8" VCP MAIN -I ---J/ • ALLEY SURFACE I 2904 -(TYP.) ...,yTA:11+42.73 6" LATERAL _ .X. SWR. LAT. 2900 • >,: 11 / f / : i / 1 I • I . ,,.,';, l J,J U,,,/1 I 1~' • - ------------Tvl -~M' • . ------------------. )lOHN\/Vi _:x ~I ---3 ----3 -+---' ,cj,~I I ,,_ 411 _ X. SWR. LAT. ~ ..... • 7 EX. 8" VCP MAIN I I I I : 11--1 ,~.--- .. - - _ .X. SWR. LAT. I ch I ~I I :;I -- 408 ---------- '- I z p X. SWR. LAT_.___ _ "'> ABANDOlj[D LAlIRAL\J ~ STA: 1 ):=., r- I I >-"I 'r I I r ~ ~I c:, r'l (/) n "' " =< 0 z 0 .,, "' r'l ,;; (/) 0 z (/) ► " " "' 0 i'ii 0 (/) :,: r'l r'l --< 01 0 .,, I 0 ► rtj u ;:;- ;:;-g -..J I I I I ;a ► z ;,;: 0 --< <· r :,j r'l ► Zz G>. z :,:, ro n SJ r'l 0, "' 00 t;, I I u, --..... I! I ~1 I I CD C r --< ;a r'l s; r'l ~ I 2928 (9STA: 12+81.80 6" LATERAL ::,EX. SWR. LAT. 2924 TA: 13+43.90 CAPPED LATERAL ALLEY SURFACE (TYP.) 2920 ~ :i'i "Ti ~ iii ~ ., •. g STA: 13+38.7'-IN 6" LATERAL 2918 If 1 1 ~ j PCC V-GUTTER( I I , (TYP.) ,I I I I -I• I I -.,/11 4 I I ~ .Ji 11 11 11 J I -·I:;:"' : 6 I D I i STA: 14+08.0vN 0--111 --~= "' STA: 14+43.81 C.L. INT. CLIFF DRIVE ,a, .1 liiiiiit-~ -1 O"W _;z:. --1 O"~---- z (') ~ I -z II -., ... ,,, 0~ .,, ~ "' "' .... g .g: 421 r-rn -< ..... N ..... s .,., I. I :;I ' : ➔ I I I < • 418 STA: 13+13.8(t:; 4' LAlERAL -C95TA:1J+3,t::-37 6" LAlERAL I cj, I ; I l i, : I - - STA: 13+37.01,tN 4° LAlERAL 423 - 427 433 - I 7.5 I I C l I 424 _ ALLEY SURFACE •1 (TYP.) I --_ X. SWR. LAT. .. I I I I -i : . (;) - - ., I~ I I--- 428 • _ X. SWR. LAT. .. -J>i --------1 I I I ~l IIE • STA: 14+23.9'{N 6" LAlERAL EX. SWR. LAT _ I • I I I I I I Ii! I E ~ 430 ~-I----EX. 8" VCP MAIN I f--HI _j~='------ -~ ., 435 ~ Ni" TA: 14+83.!10 4" LAlIRAL ' 1 & r~ I I!! ~ STA: 14+85.97(!:::, 4" LAlERAL 434 .~~ Ir I I • PCC V-GUTTER _ (TYP.) K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 1.dwg 05/30/17 -7: 47cm rfirebaugh ::0 gJ \ (/) s;;: ST~ -- :c:: .._ --------- LIP OF GUT. REDLANQS AVENUE i )), ~ ~ ..... --..... -3 -- ' 400 \ I\ I LI I I ~ ' I JSX. SWR. LAT. I : \ \ II o, --• .. , .,_ "' I I I I ,t \ I ..... _ --------~y SURFACE -TYP. ,\ I I !. ,., o. ,\ .,; I i - ):=., r-r- ,-,r,TA:11+03.86 4" LAlIRAL 2712 I ' I -I \(/) :i ~_I i ~ ;\ ""· -I\ i • I ~\i 7.~• \ I \J/1 II ~ 1 EX. 8" VCP MAIN I I di J I I I ' II N)1TA:11+57.26 4" LAlERAL I Is·~ I ~ f \ I i l f!T1 o, n\ .. ..... rn -< 2708 ~II I i'~I I Ii I :I I ..... ..... u, - STA: 11+93.38 ALLEY 115 =ALLEY 108 C.L. INT. STA: 10+00 I I J. ~.' :~: j:! I I I "' I • I I I H--IO"' "-< I 'i' J EX. 8" VCP MAIN / I/fl l•/1 I l11 tlq rx. SWR. LAT. I ~~~;JI r I I v, I · I I I I I -11 "! 2704 lsl.J I ,i, -;jTA:12+42.16 I ,, ~ I I CAPPED LATERAL I i ~: 1 / I I Y. TA: 12+59.66 "' 4" LAlIRAL . ,-X. TERMINAL CLEAN OUT 2700 / / / .l I ~ "' 'If. .,: I I I 0 'If.: I I I J/i , i I ' I f ~-~~ 'iw I ~ / Ce "' : ti • 'l;" If .,. I ~ --------..... ..... ......_________ 412 EX. SWR. LAT,_ TA: 12+47.6 4• LATERAL "{N 411 I I ::0 ..... .._ ---------- I I I / / / rl:i ~ 6 I'll )), rl:i ~---- ..... ..... I -"' ~ .,: t STA: 13+45.16 / LIP OF GUT. RIVERSIDE AVEN\iE I -------.......___/ ....._ ~ ---• ..... ---- t-c:: ~ :i:.; I ~\ STA: 9+99.95 ~ J C.L. INT. SANTA ANA AVENUE ):. I )). I I ~ -3"G----3"G----3lG t ~--3"G----3"G----3"G--- C: \ / ') I i IL t § t I'll ~, "' I I : I " I ALLEY SURFACE (TYP.) _ .X. MANHOLE X. SWR. LAT. NY TA: 12+35.28 4" LAlIRAL ):=., r-r-rn -< ..... ..... 0) :i::. I I I ., I : L rt"'---- ~ • f 11 11 "l N. i:; II II ,.j "! "' I I I I i!, bi 11 11 "1 ~ ~Tlf • I n!l•I I I [1 "u• ;s,,•~/ • ! I ' - I I 11 ., : : l it I I I~ ~ 15• • PCC V-GUTTER. (TYP.) 440 --3 --- • -. EX. SWR. LAT,_ EX. SWR. LAT,_ 2915 STA:11+48.5'-IN 6" LAlIRAL STA: 11 +56.9'(N 6" LAlIRAL EX. MANHOLtg 2909 STA: 11+75.00 ALLEY 116A = ALLEY 121 C.L. INT. STA: 15+35.93 - -- -- ~ I EX. SWR. LAT 2905 EX. SWR. LAT ltk l,i, ~I I EX. 8" VCP MAIN /-1' -~ ~ SURFACE (TYP.) 445 ~ C: 0J m--- I I I "' I : 1j' PCC V-GUTTER, (TYP.) t--J -1-I¾. ~ l~ I• .Y:~. I ~ ----~ lj<I ' t 1~ i '-..I I 'f' .._ I ~ ! EX. etEAMOUJ?-) 11 0 -· )). ,.·~s-+TA~: ""'1"'"3+.c.-;2""'9"'""'. 7....,4=~~~== rl:j ~ C.L. INT. SAN BERNADINO AVENUE "'"' .; I ------~-t-c: I'll I I ! • e) r--.:, 0"' no ►--.:, =< 0 0 (/) z r'l 0 "U r'l (/J "' r'l 0~ r'l "' --< ► n -, r r'l ► ► zZ 0 0 C ::::!] ;--i r'l 5 8 z 0 --< 0 z (/) G O<► z I -u "' "U v,c;a :r:~o r'l X r'l ---< ;u "" ► '"' cl ril CD r r'l a:: "' --< r'l (/J "0 ~., n en r'l I 0 - "z Sci :i:! o n r'l ;,s --< "U ~n r n 88 .... :,:, " I r'l ;a -a:: 0 ~ 0 rtj I iii 0 -, c5 r'l "x z (/) r =< --.:, ►Zr --< C) ► ro n ;u r r'l ►► r-, ► Sci z )> or a:: )> )> z z 0 ,n -0 zz r'l .,, ~~ r'l --< z "U C) r'l "' "U n !ii =<~ (/) z --< 0 0 .,, I .,... a:: 0 )> 0-,-1 Z r, ia,, z r'l 0 )> r'l z :;;! 0 r-z ► (/) 0 ,;' ZF (/) z :r: r'l f;1 ::E -, (/) -r'l ~ n r r'l )> z ~ :-< CONSTRUCTION NOTES LEGEND MA T C H L I N E - S T A . 1 8 + 0 0 SE E A B O V E R I G H T MA T C H L I N E - S T A . 1 8 + 0 0 SE E B E L O W L E F T MA T C H L I N E - S T A . 1 4 + 0 0 SE E A B O V E R I G H T MA T C H L I N E - S T A . 1 4 + 0 0 SE E B E L O W L E F T S-5283-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT HEIGHTS SEWER IMPROVEMENTS C-7028-2 RECORD DRAWINGS SEWER PLAN - ALLEY 126 I co \ 0 (0 0 N N C"') C"') C"') PROTECT IN PLACE I z 2 \ <( I-::,; ...J "' ...J "' 2 N C"') C"') CD G) REMOVE EXISTING LATERAL AND CONFLICTING PORTION OF MAIN LINE AND INSTALL NEW SEWER CLEANOUT, 4-INCH VCP LATERAL AND MAIN LINE WYE PER CITY STD-406-L & DETAIL A ON SHEET 1. ' \ < 0 ...J n_ "' u :r: 0 Ct'. > z + :;,:, <( ""' (f) ix, ::,; - • ... u u n_ - ~ -I APPROXIMATE LIMITS OF 6-IN THICK PCC V-GUTTER TO BE REPLACED PER DETAIL ON SHEET 1. .. , ' \ ' "---6"W----6"W---6"W --6"W----6"W----"W----6" -. ---6"W----6"W ---6"W---6"W-----6"W----6"W--6"W----6" ----6"W----PROPOSED SEWER CLEANOUT. 11+00 12+00 ° 6"W- 13+00 LOCATION PER DETAIL AND FIELD CONDITIONS. / I / / 1 "' w I-I-:::, '--' I > - ~ u u n_ - "- 'W ~ I o 0 -C ... ~•o? - I I I I I I ( I ·w~i"' I ::__j_ - • CATV - - - -CATV "" -2"G----2"G--lll 1 I-<( ...J ~ (/) .,... 0 C"') I ., . I ~ I I ., 6" ti· - I ., co I C"') I C"') I 1 w (_) <( u.. "' :::, (/) >--w ~ ...J ...J < - -~"W 6"W ' • • • .1 -:, r\---2~ y_ -2"G~::-.. ~ ... I N I co _J "' <( <D Ct'. C"') j: ~ C"') <( C"') _J <( I-"' 2 I s--• .•. -s---s-- -CATV----CATV----CATV----CIIIJ!i'l---CATV----C TV-------TV ---CATV----CATV----C --HH--CATV ''G----2"G----2"G----2"G----2'' ----2"G--~"G--"G • ---2"G----2''G----2"G----2"G--• I I z <( ::,; n_ I u > I • co x w -, .. w "2''WJ¥..= 0) C"') C"') ALLEY126 2 -...J ...: <( OIY +w "'I--< •• ...J <( 1-• (/) ... r-- 0 C"') -611W 15+ 0 ....:.-1--£ "'" 1 "'" _J C"') 0 :r: z <( ::,; x w 6"W-- =--7"GCAW--~•o-..;,t;1;,&-.."2"G - I I I I ' w ""' u <( co_, u_ ·..: 0-- "' "' :::, '°w (f) +1----= >---:-::_J ~ ~ <( 1-..-...J <( -2 2 I 1 ... ...J -<( I- N Ct'. <( "W ...J +1-"' <( ~ _ _, ~~ (f) I (/) x I w --s··w -~.~ 0 ~ :' -: ... _ -~ i -=..r .(:Alli T'CC CATV 2.,0 0 "' ...J r--: <( ""' "' + ~ "' :'.'i - ~ LC) .... "'" 2 C"') LC) .,... C"') 0 I 0 "'" I I I I -• 6"W -s'"w-6"W 16+00 -s _j:-,,--" " I 5:--· •. ' CfJV . _ \'._G CATV -2°G- I -- ' I ~ I .J u-:i -« "' 0 ~ .,... I + "' :-s LC) ~ C"') • "' ~ ...: <( r--- ...J -...J "' <( ~ "' + ~ ""' (/) :-s X .,... <( I-N ... C"') 2 I "'" 2 0 I "'" ""'...J I ·<( 2 ""' "' co Nw u-,...J 0 +1- "'" .<( <D<( N IY -_J cow ~ (/) ;.,. +1-"'<( -...J ... ;:" ... I (/) I ' -s ·w 6"W ., -&''w 1t ,, . -.-s ..'.,_. ·J-.: " -s"w • ~ .,. d --s''w CATV -)S 17+00 -2"G CATV ~-: -. . --CAI' -2"G CAT\IO • • ~Is ----+·· Sil 2'"G --2 .. G g CAT~ • 2 .. G _ ., CATV I 2..Q_---E . I I I I I 0 co _J u-:i <( I "' § ;t 0 co ...J <( r--"' <( I -...J § LC) -+ "" I I IN I ...J -<( I~ "' ~ ""' r--<( l,y ...J N ;:" C"') ... 2 I/- I I I I I 1 N 1 I-1 .,... 1 I <( "'" _J z ...J "' 0 w <( ~ w ~ :r: I z ::,; u <( <( :::, 0.. I (/) u_ '--' ::,; §; 0--I G5 :::, > -X I (/) w • u 0.. co >--u ?:: ~ ~ 0.. X -...J w I <( - I \ II ~ ~ .. ~ -l"W -6 w -s\w -< 6"W . ,_-I --= -s-,. ' -... , --~ r 2 .. G -~- E 2"G -I - , ~G .;r -F' __ ..,, -2 .. G 2"( I i ' I - I I 0 0, .,,· _J <( I j,v ~ 2 ;.,. C"') I ALLEY126 I r---<( T"" r---"' I I I -.J 0 + ~ 2 ~ "'" r---;.,. <( LC) 2 I / 1 I- I :-S ' "' I ~ x w I I -s•·w--i lit - ---s··w- I I I I I I I I 0) 0 "'" w u <( u.. "' :::, (f) >-. w n_ ...J >-.;! I- 1 I I I 2·· --G--- I I I These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CJ) ...J -< <( ?." "' -w oo>-C"') +< "'_J .,... 0 "'" :,,. .... 2 ---s·· I I I I W----s•• "' "' _J • <C N 0:: '+' ~ "'< .,... -...J N ~~ "'" 2 TAIT Since 1964 I s ----2"G----2 .. G--- II \ 701 N. Parkcenter Drive Santa Ana, CA 92705 ~~ALLEY126 +w "' !;;: ~_J r--i5~ N "'" p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver DA~D SLOAN, RCE 82595 3/21/2017 DATE I I I I • \ I I I 2 _J N -< <( C"') ?." I-co ~~ <( N _J N 0 "'" + <( _J "' "' 3: "' • ... ... (f) N x w ~ • ... (/) co \ ~...J v<C 0"' N ;!: ~ 0 _J N<( r--: <( _J ""' "' <( + ~ >-LC) 0 I .... C"') N <( .,... 2 ~ ...J C"') "'" "'" I ..,. z <C ::,; n_ §; ix, x w -- I I 2 2 (0 I-<( DC w I-I-:::, '--' I > ~ ~ u (_) n_ - C"') ...J "' ...J "'" u-:i <( DC DC :;,:, '° w + I-(/) <( N ...J X ~ ;.,. w 1/l ,,, - -•·w----1 -"w----6 "VI --6 -6 I • \ •f>•. ~s ~ __ -cl'.V _ --c,..T'I -l"G-2"G------=L ---- N "! ...J ... <( <D"' +w -1-N<( < _J 0) I-... C"') 2 v -...J I ;:" 0 -:.,. "'" I 2 0 "'" "'" \' \ \ \ I I \ \ \ \ "'· o.; ;., \ \ I \ I \ \ "', \ \ \ \ 23 oo \ Ill -'"W.s-,_·~-• _5••w----5 \ "VI "V1----s --6 -- c 1v--2"G---c,..1v----2"G------2··0---2··0---.-6 - \ w u i'.;: "' :::, (f) >--w 0.: _J >-~ t:, ' \ ,.,_ c;, \ \ \ \ ,.,_ \ c;, a,:: \ )> \ I z \ ,6 \\ \ ,.,_ \ \ \ -6"'W----&"W 2 \ \ \ ) B~AD STREET I RE~EWED: 2 5/25/17 AS-BUILT D. TODD SCHMIEDER, RCE 371671--+-----+------------------------+----l QA/QC MANAGER DESIGNED: DRAWN: RE~EWED: ~ FRANK T. TRAN, RCE 62845 CIVIL ENGINEER f-::-=:-:.:-M::.!T..:::H~"'.'-:::~.:::M.:.T~M::,:H-l---+-----J..------------------------J..---lDATE __ ..=3'--'/2=-c.1'--'/2=.cOc.c17'---- CHECKED: DA TE: DTS 3 21 2017 NO. DATE DESCRIPTION OF REVISIONS APPROVED 60 80 (IN FEET) INCH -40 FEET SHEET 6 OF .c "' ::, 0 .0 ., .._ -= .._ E 0 co ... r--- r--- -::::. D I') ------ LO 0 "' ~ "O -w Cf) <( :r: n_ I 0::: w ~ w (f) I LO r---I') 0 w :l, / .._ ., ~ ., (f) -., en 0 .c (L / en "' C "i 0 .._ 0 C 0 -u ::, .._ -en C 0 (_) / (.:, z w --s:: (l) <( en -.c "' (l) :r: -.._ 0 a. ~ ., z LO r---I') 0 w :l, / w :;;; / en "' C "i 0 .._ 0 / "" CONSTRUCTION NOTES LEGEND S-5283-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT HEIGHTS SEWER IMPROVEMENTS C-7028-2 RECORD DRAWINGS SEWER PLAN - ALLEY 127-A, 127-B, 129 MA T C H L I N E - S T A . 1 7 + 0 0 SE E B E L O W L E F T MA T C H L I N E - S T A . 1 7 + 0 0 SE E A B O V E R I G H T ,,,. ID N C') \ \ \ \ \ \ \ \ co N C') -- \ ALLEY127-B \ --- - 0 2 2 0:: 0 t:! 'st "--: _J "' _J -<( "'<( :::, LO 0:: r-. 0:: (.'.) ,:!:~ +~ I > ~ -<( ~ <( ~ < _J .. _J u t-, i'." ' u [/) "' 0.. [/) "' ~ s " " " ~ 0 'st z 0 <( 2 'st "" r-. _J a. "'<C '--' -ct:: > +~ 0:, ~ <( .. _J <( x t-' U) "' w 0 ' s .,ci " • ~. -- co 0 'st " ,, 2 N _, "'« "' 0:: +~ ~ <( .. _J ~:: U) "' CATV----CATV- -2"G - - --2 .. G--CA -2"G ----CATV "'l CA ---2"G--S -~ TV----CATV--2 G----2"G--- U) _J <( 0 <.> :,: a. z <( :,: :::e b x w ill <( _J i U) X w .... 0 'st "' ..., w '--' ;:: 0:: :::, U) >-~ ::l o__'. _J >-« !::- \ I \ ',e, \ \ \ \ \ e \ \ ~ ~ -_J N <( "' ~ I + r-. <( -_J i'." "' 2 *ALILEY SEGMENT REMOVED FROM SCOPE '" .,i' ' ' LC) 0 'st ' "' x w ' \ \ ' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans os a result. \ e ' a, ~ <( f-(/) ' \ I I I I 2 I 0 .... N ALLEY127-A \ \ a, 0 'st \ \ f-<( _J "" == If') [Kjj I 2 \ \ 'st \ .,... N "' --10"G--1O"G----1O"G---1O"G----1O'" S ------1'------<.---I--S - 411W---t:f"> "W----4"'W----4''W----" \ \ ALLEY129 \ \ -+ \ <( \ f-LC) 2 .... \ N \ 701 N. Parkcenter Drive Santa Ana, CA 92705 ij TAIT p: 714/560/8200 f: 714/560/8211 www.tait.com Since 1964 Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver \ \ r--. .,... N ff~ 3[21[2017 DA'v1D SLOAN, RCE 82595 DATE ---- ------ C') .... '<I' I 2 r--r-. 0, 0 + N <( f-[/) "" \ < _J \)i' \ \ U) X \ I I I - I I I I I -------- 2 OJ _J "'<C '" ct:: +~ ~ <( .• _J ~= [/) "' 2 ■ ID .... 'st r--. .... 'st ■ \ \ .... N N RE'v1EWED: I ■ r-. \ LO "' "' + N <( \ f- I 1)~ D. TODD SCHMIEDER, RCE 37167 QA/QC MANAGER DESIGNED: DRAWN: MT H MT MH CHECKED: DATE: --- 0 "' _J u-j <( ~ "' + "' <( -_J i'." . '" 2 r-. LO u-j "' + N <( f- 2 2 NO. --- .... N 'st 2 "' LO .,: + ..., ~ If') \ \ LC) C\I C\I 5/25/17 DATE gi >-:::, (.'.) I >~ u a: u/= a.~ 0 N 'st I ID N N \ I I 2 r---LO "' -+ "' <( t- AS-BUILT I 0 "' _J <( N I "'/: § 0 :'.'i I~ \'' \ \ \ .... C') N DESCRIPTION OF REVISIONS ~ (lj ~ ~ s ;s; , co ><i l,j - 2 r-. u-j _J <( "' 0:: + ~ 0 N <( _J <( f-"' 2 LC) N '<I' 2 0 "' C') LO C\I -"' + "' \ \ I \ I \ \ 'st C\I 'st r-. U') .,: r-. + "' <( f- I \ \ I I C') C') C\I I I I I ' I I , .. t I I I I I I I I I I I .. I I I I _J 0 :,: z <( :::e I BEACON STREET co N 'st '" _J '" <( N ct:: -~ + -<( N _J ~ '" 2 a, N '<I' I G) 0 I 0 N _J .,: <( I "' 0:: + ~ I I PROTECT IN PLACE REMOVE EXISTING LATERAL AND CONFLICTING PORTION OF MAIN LINE AND INSTALL NEW SEWER CLEANOUT, 4-INCH VCP LATERAL AND MAIN LINE WYE PER CITY Sffi-406-L & DETAIL A ON SHEET 1. APPROXIMATE LIMITS OF 6-IN THICK PCC V-GUTTER TO BE REPLACED PER DETAIL ON SHEET 1. PROPOSED SEWER CLEANOUT. LOCATION PER DETAIL AND FIELD CONDITIONS. I "' <( _J 2 2 2 "' _J _J <( '" <( _J 0:: r-.: gi 0 LO ~ r---:,: + + z :'.'i <( <( N N _J :::e <i. = <( ' t-"' "' x [/) t-U) w II II --s··w----s·w---6" . . OJ "' _J <( "' ct:: "' ~ + I -:'.'i N I ~ '" C') C') \ 2 'st ---1O'"1:r---1O"G---- N C') 'st -- w '--' <( u_ ct:: :::, (/) >-~ w· _J~ _J f-«~ -- "W "w----s "" <( _J \ \€ (/) x I \ f-w w ~ U) N v .,: ct:: "' "' + N "" N z ~ _j U) '--' • 1-r ;/-~ .c O'> ::, 0 .0 e -= L E 0 "' v r-. r-. '-0 ~ LO 0 Q) en 0 .c 3;, ---1----4-~S----.----~s G/ I en O'> C 'i -+ v <( \ f- \ 2 APPROVED --4"W----4"'W----" ...&..---CATV----C 0 \ \ 0 ci 0 \ + \ LO \ r--. C') \ N \ RE'v1EWED: ~ FRANK T. TRAN, RCE 62845 \ -II \ LIFF DRIVE \ 60 (IN FEET) INCH = 40 FEET I BO I ~ o_ ( 0 L 0 C 0 -u ::, L -en C 0 0 / (.:, z w .,:: Q) <( en -.c O'> Q) :,: t" 0 a. it Q) z LO r-. "' 0 w 3--w 3-en 1---------------------------,-----------lg' 'i CIVIL ENGINEER 0 1----------1 L '3- DATE 3[21 [2017 7 SHEET OF ~----------------------------------------'------------------------------'------"::..:.:::L-_:::'-=-'-.t..::::.:.:..:..J __ L_ ___ ...J.... _______________________ ...J.... __ __JL_ ________ ....L ____________________ ....L ______ _Jo,c DTS 3 21 2017 CO N S T R U C T I O N N O T E S LE G E N D MATCH LINE - STA. 20+00 SEE ABOVE RIGHT MATCH LINE - STA. 20+00 SEE BELOW LEFT MATCH LINE - STA. 15+00 SEE BELOW LEFT MATCH LINE - STA. 15+50 SEE ABOVE RIGHT S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 0 9 - A , 1 0 9 - B 5· -, 0 -I .-+-C1l .-+-:::::r 0 ~ ::::,-C1l .-+-o~ctJ ::::,-:::, CfJ C1l men· ;a en c= rn rn CD :E o ""Cl ::,-0 ___ ,., C O ro" 0.. :, 7 (f.l_ • .-+-CJ ~::,-7 C en -,C "' "' :e C _, ;:i' C g ~<.C -,cocn " 7 7 en C 3 ::::r e n o c ;:;: '< .-+-< . • o· rn :, :, 0-Q _,Cll "' " -:, 0 O" 7 " ""Cl -7 (ll -· C1l 7 " ""Cl 7 < 0 0 g_., 7 " "'~ 0. O 0 7 O" O" 0 0 " "' 3., [ -·" ~ = 0 -· 0:::, 0 O" :::, ro -· "' . :, -:I: 0~ ~;::+3 "'< 0 ::,-~ 0 -· 3 -g □Z '< " "' ::r~ §. □ □ 3 "< ., -· ~~ ~ o-rn " " " 0. " □ • :::, n -· ::,-:, ::i' -,""Cl " "' 0 Q :::, ::+ ""Cl O • ~ .-+-CT" □ '< " □. - or•, )> ,;; 0 U) r 0 ~ "' H1 Ol N °' "' °' "' o~;:, )> --< N r'l g -.., ~ §" 0 > §·6 • • .. 00 ~a iii" 3 Oo o, a .. g. g o, a , § 00 ~ g ~ e ~ , 0 • ~ 1 0 D ~ I r'l ~ (/) d A ~ 0 8 rri 00 •• :!l::s:1 )> (/) -< --...n O DI -I 3:: (""') s::: ~Ul::..:...--1.=:,::;.....J S:: r'l o ,,_o ::0 z S8 )> )> • ~ vi r,, ~ N g -.., z 9 0 )> ri1 0 [;] n "' 7J co 0 z 0 .,, "' r'l ,;; ~ 0 z U) 'a 7J "' 0 ;'ii 0 U) :,: f;J -< 00 0 .,, s:: -< ...... a:: :,: 0 )> rtj "' r::i· N. g -..J "' C) "' z r'lc-, "' ,,, "' :::.! 0, -.., ;a )> z "' n-< <· r ;rj ,,, )> :z :z C). z"' ,,., n ~ r'l 0, N ~ ~ --I ~ ~ ~ ~ 5~ ::::;: °' • 0 2 co 3 i'l 0 ~~ 00 ,- 0 :2 >~ , 0 0. . ~ n@ ,. 0 ~-~-~" ~ ~j- 1 ~ ~ cc:::-, "' ,,, < r'l :,ii\ S' N °' -;::,- °' ~ -..J )> U) I rn C r -< "' ~ r'l ii\ 0 519 N)". TA: 20+34.70 4" LATERAL ~ r =€fl' I I ~ °'ti :e PCC V-GUTTER (TYP.) 518 EX. SWR. LAT._ 523 ~-I I I I 1,= -----··· ---~ t _, { N)"'.TA:20+87.71 6" LATERAL 527 531 ):::i,, r-r-n, -< ..... 0 (0 ):. d;_ • • -•= X .. SWR. LAT. . s-i .. II;;. ---I N)"'. TA: 21+88.00 6" LATERAL 535 N)". TA: 22+35.30 4" LATERAL 539 _hx. swR. LAT. / / / "> / 543 / / X. SWR. LAT. 2601 / I I .. / •• t i 1f It II: N IN. ri 11 :¼ r I· /™ 11 ·1 I IN. J1 s-1 IE .. --r-.. ~1 1[ --- 11 ~I ~ .d ;;1 ~-=€' ~I °'· • .. STA: 20t90.0'1N 4" LATERAL STA: 20t98.2'1N 4" LATERAL --8> 526 EX. SWR. LAT 530 EX. SWR. LAT EX. SWR. LAT 534 II • I REMOVED AND REPLACE 25 LF 1-I I •• -•JI 00<1 =€ • I .;,~, ~< °'~I :e--< .;, I ,.~I N ~ "' < +1 I 0 0 ~, STn. STA:22+38.14'.9 b--._ 4" LATERAL V" ~38 AC SURFACE (TYP.) STA: 22+85.2tN 4" LATERAL 542 ~~ , I• .. ~ ~ =€ .rs: STA: 23+33.0'1,o 4" LATERAL EX. CLEAN OUT,_ 546 I "' I PCC V-GUTTERG ~ (TYP.) • i " ~ .. • .... u, t. Cl ~ in.,L , ;;;a: ~ ::c: i« .. t ' ~ □ • (I) ~ 11 1" J+=ifl,,jr.. :::; ~ o .. v ~ ..... "' , .. , •·" • • • 1 rn -.... z Q ,:::. z II -,, Nr'l Or'l -< ;:i~ "' -< es ·ls t es • ~ N ... "'·§ STA: f4f1□.39 -o .. v ---o .. , C.L. INT. 15TH STREET GS V as ---a .... LJIJJilr." N)".TA:15+25.18 6" LATERAL 445 ):::i,, r-r-n, -< ..... 0 ff) 'f~ :e ~ "! ~ Ille," ~ I =E 1111 <I tl ~ JI~ <I N ,1,1.;: ~ \ PCC V-GUTTER 442 (TYP.) .._ d 1 ---::i:1 01. I N)".TA:15+96.90 4" LATERAL 449 AC SURFACE -(TYP.) 453 N)".TA:16+47.71 4" LATERAL _,.Y.TA:16+70.61 4" LATERAL 457 - - - CATV ~ -< in i:I m .... CATV X. SWR. LAT. ):::i,, r-r-n, 501 -'( ..... 0 (0 l=- N)". TA: 18+35.60 4" LATERAL 507 NY. TA: 18+69.00 4" LATERAL ~ ,.X. SWR. LAT. 4" LATERAL 511 NY. TA: 19+37.20 4" LATERAL 515 N)". TA: 19+84.50 6" LATERAL .. 'f. _, ·•--1~ ?_. ~ =€ 1"1 '-'I" 11 =~ "' - ~I ~ •I J<i n l .5' ·•N "iliilc;; I l:::j ""' 8 1 --I VARIES 446 STA:16+14.9'1"-' 4" LATERAL 2617 "' .j_ 11; ~11 EX. 8" VCP MAIN r ~I lg!:~ ~ - CA,r • ~ r ., ~ t b 10, ~ <i 7.51 N "' ~ "' ~ "' ....,.....-ioo .. - p g, r .!,1 t Fi 11 j ~ Ii i<!. f :1b 19ATV CATV CATV ~• STA: 17+51.08 ,, #'n C.L. INT. CLAY STREET ~ I _b1 ~ ',.-----n ,. ...,,:. I ...:.EI ex, r-i6 nl 0 ~ .5< 0>1 s. - -.i.1 111.0· I "'J ,e I I .1 .. ~I :e I 11 I .. EX. MYINHOLEc) S 'r-,....., 2616 STA:18+24.0'1N 6" LATERAL STA:18t80.2'1N 4" LATERAL EX. SWR. LAT, 510 11I ~I I EX. 8" VCP MAIN ~ PCC V-GUTTER 1,1 sl D>i.:1-----. .. O> .j_ I~ -,~ L (TYP.) STA: 19+39.7'1N 4" LATERAL AC SURFACE (TYP.) EX. SWR. LAT._ K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 2.dwg 06/01 /17 -3: 47pm rfirebaugh ...... ,< . .,.,_ ---12•• w ...... __ o -1:r C:: I I w ...... _ .... -..:.!z•• I " W-~ -. -,2..,,, ...., l,J'f----7•• ::!:! ~ :s'TA: 1o+oa1.oow .::::,.... -------------SO ----SO ----SD - ---=::,... 1211 ~ S" . ~ ~~~ t ·L. INT. CLIFF DRIVE --? ----s -----------/ I ~ ! ;;:§? I <,, --f: --.,. '. --~10+17 __ , __ 2600 I I ' • TA: 10+21.0 N 4" LATERAL -AC SURFACE I - I I :: LTYP.) I .._ ..-$' 5' I I I I 2620 ~ I -=-E ~/ ~ . STA:10+66.0 , .;;· 4 LATERAL N I I H----- ---- / -· I I - - _ ,,;,,_x. SW/?. Lf\L Or 411 417 - - ):::i,, r-r-n, -< ..... 0 ~ - - N)"TA:12+14.78 4" LATERAL 421 r-o)" TA: 12+65.28 6" LATERAL N)" TA: 12+86.58 6" LATERAL 425 • - - 429 \ I I I Il l 1,...,J .,,. : >l .ti I • I • 11 f /, I. ' I I I/ / , I i, I I I' ., I :,;; I I I I '/ I EX. SWR. LAT _ 406 ■ I ___::tit-.\;, EX. MANHOL _ I ,I I t+ I •m'·"'_• C i.··"~ J.. I I 1~ ... ,1 ig I :e "' - I I I.JJ • I n l--- "2'i L---c;;< 1- • ----tt •:t-.~,. I ' • I I I ti> I I I I ... ,1 ,~ NO ::► ., .... I~ r I ,e . - • ',~_l N=I 1b • · I < f -I ' ~ I --I!' ': J ~ r----. ~ I< ~ I I I ===-iii ;~ l J ~ _ .... 6 v,1< f + I "'I ~ I V . "' ~ In tl > 1< . 1 .,.,~,-- ~ ~ :=l • STA: 11 +34.0'1"-' 4" LATERAL 410 PCC V-GUTTER _ (TYP.) • EX. SWR. LAT._ 414 - ---- 416 STA: 12+56.7'1N 4" LATERAL - - STA:12+91.9'1N 4" LATERAL 422 -~- I I 'f. " AC SURFACE -~ I (TYP.) ~ ) N I 17.-,p I =€ _ __,,~,, . ; c,/ ~ =€ ,, rr + 0 0 ~" -< < ... PCC V-GUTTER _ (TYP.) 430 ~--.-sTA:14+23.3~ -~§ 4" LATERAL f 437 N)"TA:14+76.98 4" LATERAL 441 ~ =€ I+ ., :n "'~ < ~ l'r 1 I 434 EX. 8" VCP MAIN -l <i£t-- -,, ---EX. SWR. LAT --- ,,, O> .j_ •'-!. <ig I I I <l> I"\ "' 438 ~ r s:: -< U) 0 ..., s:: )> z r z r'l U) r'l i'i\ "' ;_) r 7J 0"' no )> 7J -< 0 0 (/) z r'l 0 7J UI r'l r'l "' "' D r'l r'l "' -< n ► r r r'l )> )> :z z C, 0 C ..., :-< "' r'l r'l r 7J 0 r ► n n o r'l z s:: 0 r'l -z -< vJN v--· "' ... "' ca I re a:: -a:: 0 2 0 ;'ii g ;'ii C7 < r'l X C""> X tn "'U U) co r co Z ► Z G1 rtj G1 ► ;or z )> )> o r ri1 -)>"' z z )> ~ D ! ► n,; != I-< a:: r'l ~ z~ "' C7 -<n Ol ,e )> I --< 7J -C7 z ..____ )> n n- < -u g (1 "'U ~ "1J C7 :z UI ;o r'l ca n -< :,ii\ :;/ (') "' §i1 "' U) :z )> -< r'l -O(') z I -< ""(] ...p.. 0 C7 0 z :;;a Cf M n r ► -z ::;/ I':> 0 UI O :Z -a r'l <.n 0 -< - _ r r o r u, rn z I o re I z: :::e p U) <.n :,: r'l UI r'l :,;c -< r'l r'l D -< ;o I -0 0, I r I':> c-> n f;; )> z 0 C .-< G !<)> I "1J G1 "1J c;o . ~~ "' ;o )> C7 -a -< 7J O C7 r ►CDC: n ca "' C7 ' -0 "la -a I ri1 a:: 7J 0 ;o )> "' --< )> ,, ... "' 7J I r'l ;;u -s:: 0 z O -a n< "' :,: "1 (') -< c'i r'l "'U~ z U) r co 7J ► z r MG) ~ '° r C7 )> )> ,...rii )>"' z )> o, "')> )> z zo r n -0 zz C7 ..., ,; r -< n C7-< :z 7J G1 C7 ;o 7J n §6 -co ::;/ 0 <.n :z -a 0 0..., I ... s:: ~ )> lz r r I':> z C7 0 )> C7 z ~o r-z )> <.n 0 ,;' ZF <.n z I r'l f;J "' -< U) -r'l "/\', "' n r r'l )> z 0 C ;-< CO N S T R U C T I O N N O T E S LE G E N D S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 1 0 - A , 1 1 0 - B , 1 1 0 - C MATCH LINE - STA. 15+00 SEE BELOW LEFT MATCH LINE - STA. 15+00 SEE ABOVE RIGHT MATCH LINE - STA. 19+90 SEE BELOW LEFT MATCH LINE - STA. 19+90 SEE ABOVE RIGHT 5· -, 0 -I .-+-C1l .-+-:::::r 0 ~ ::::,-C1l .-+-o~ctJ ::::,-:::, CfJ C1l men· ;a en c= rn rn CD :E o ""Cl ::,-0 ___ ,., C O ro" 0.. :, 7 (f.l_ • .-+-CJ ~::,-7 C en -,C "' "' :e C _, ;:i' C g ~<.C -,cocn " 7 7 en C 3 ::::r e n o c ;:;: '< .-+-< . • o· rn :, :, 0-Q _,Cll "' " -:, 0 O" 7 " ""Cl -7 (ll -· C1l 7 " ""Cl 7 < 0 0 g_., 7 " "'~ 0. O 0 7 O" O" 0 0 " "' 3., [ -·" ~ = 0 -· 0:::, 0 O" :::, ro -· "' . :, -:I: 0~ ~;::+3 "'< 0 ::,-~ 0 -· 3 -g □Z '< " "' ::r~ §. □ □ 3 " < ., -· ~~ ~ o-rn " " " 0. " □ • :::, n -· ::,-:, ::i' -,""Cl " "' 0 Q :::, ::+ ""Cl O • ~ .-+-CT" □ '< " □. - or•, )> ,;; 0 U) r 0 ~ "' H1 Ol N °' "' °' "' o~;:, )> - -< N r'l g -.., ~ §" "> §·6 • • .. 00 ~a iii" 3 Oo o, " .. g. g o, a , § 00 ~ g ~ e ~ , 0 • ~ 1 0 D ~ I r'l ~ (/) d A ~ 0 8 rri 00 •• :!l::s:1 )> (/) -< ---.._ n O DI -I 3:: (""') s::: ~Ul::..:...--1.=:,::;.....J S: r'l o ,,_o ::0 z S8 )> )> • ~ vi r,, ~ N g -.., z 9 0 )> ri1 0 [;] n "' 7J co 0 z 0 .,, "' r'l ,;; ~ 0 z U) 'a 7J "' 0 ;'ii 0 U) :,: f;J -< <D 0 .,, s: -< ...... a:: :,: 0 )> rtj "' r::i· N. g -..J "' C) "' z r'lc-, "' ,,, "' :::.! 0, -.., ;a )> z "' n-< <· r ;rj ,,, )> :z :z C). z"' ,,., n ~ r'l 0, N ~ ~ --I ~ ~ ~ ~ 5~ ::::;: °' • 0 2 co 3 i'l 0 ~~ 00 ,- 0 :2 >~ , 0 0. -~ n@ ,. 0 ~-~-~" ~ ~j· I ~ ~ "' ,,, < r'l :,ii\ S' ~ °' -;::,. °' ~ -..J )> U) I rn C r -< "' ~ r'l ii\ 0 z Q ,:::. z II -,, "' r'l Or'l -< ;:i~ "' -< X. SWR. LAT. N-TA:20+17.59 ~ 4" LAlERAL 525 ~ .a;l{I~ --~ -. . ' "' I"' 9 I .• , dlJri -y:x. sWR. LAT. ~T ~I l ii 531 N)d TA: 20+96.29 4" LATERAL 535 :l::a, r-r-n, -< .. l lo I I 11 I ., " J ; ., .; ., . , I .,i [ti 0 . II " STA: 19+99.2 CAPPED LA lERAL STA: 20+20.4"{N 4" LAlERAL PCC V-GUTTER (TYP.) STA: 20+49.0 CAPPED LA lERAL STA: 20+80.7 '"{N 4" LATERAL STA: 20+98. 7 "{N 4" LATERAL AC SURFACE 524 530 -.I. -.I. c:) (TYP.) [3> ... u, :i! Cl) :b ---- N)"TA: 21+62. 79 4" LATERAL 537 X. SWR. LAT. 543 N)d TA: 22+45.79 6" LATERAL X. CLEANOUT 547 ,.,...., l -;,,-, .. .. 0,.9 0.,9 ::ti ~-----(] ·ls t • ~ - - - q~-1 ■ r~ "! STA:21+66.6~ 538 6" LATERAL •I "' ti) ., ----17 JI ,i ---- ~ ' ol ., JI N 'ffi' + ·o Ii? STA: 21+98.4'"{,-., 6" LATERAL "ITb-4=== PCC V-GUTTER( : -· (TYP) "' --I I f-+--+---EX. 8" VCP MAIN I 542 -.:df ~~i STA: 22+48.4 CAPPED LA lERAL STA:22+51.6 _ CAPPED LATERAL' ., ~, ~~ 11; AC SURFACE (TYP.) G) G) 4il ' j I --,.7ms, ... -m .. " n'\11'-L· ... 0,1,9 o,.9---0,.9· -o .. 9· STA: 23+20.88 C.L. INT. 15TH STREET -V -.~~ -t1S a!--es " ----- N 439 X. SWR. LAT. :l::a, r-r-n, 441 "'< -.I. -.I. ~ tv)d 'n:T5-f83:,r9 4" LATERAL 445 -cli: CAW e - 5-J 18 I 438 (. ~~ ~11 ·~ I PCC v GUTTER( 11~"' I (TYP.) I It ., " l:l ~1 ~ "' I~ o_ 'H j l•I> ~-'51 U .5' 15 11~1 1■"?.1· ,) .; ,. " 11~ Ji 111 SI l lll ' ., EX. SWR. LAT STA:15+41.1 CAPPED LA lERAL' AC SURFACE (TYP.) STA:15+89.0'1., 4" LA lERAL ,_ 444 ~ <1 11~1 ~ EX. 8" VCP MAIN II ~ c:, I ... .. I~ J II~ 0 .., ... i"'t' +- -"I ~ ,. I "' ,E l!l!:!IIV CATV [3> Cl -< -----Cn-----:a m <~ I a; --+--r::: EX. MANHOLU - - ..... 2500 ,..,yTA:17+15.89 4" LATERAL 501 ,..,y TA: 17+44.59 4" LATERAL :t:. r-r-n, 505 "'( -.I. -.I. c:) :b ,..,r TA: 17+95.89 6" LATERAL 511 X. SWR. LAT. 515 ,..,rTA:18+99.49 6" LAlERAL 519 TA:19+46.99 'CAPPED LA lERAL 521 N)"TA:19+82.09 4" LATERAL :, -=r " I ~., < : "' rt 1 "! ,i ,._ STA: 16+61.89 C.L. INT. CLAY STREET 11 r;,~ I/"! r<Cil i ..-J--'1.-, - llllll..., tll! I:") "?. ... .! "'111 If • ., . 'n : • • STA:17+13.5"{,.., __, 4" LATERAL - " ►"' , :::!. l-.''----1-1----EX. 8" VCP MAIN 7 .5 1.5 • I I EX. SWR. LAT Nl~~ ~ 500 ci .• i _,., STA: 17+42.0"{N 6' LATERAL • Ip ~ .; ~ -504 C) 'tft) C --~ ----~ ~ ---... _ .... - EX. SWR. LAT,_ ' U f:I EX. SWR. LA l jl 1£.,l'I' -< : I, " : I .. STA:18+49.4"{,.., 4" LAlERAL [+I ~ .. 1 I Fl=" PCC V-GUTTER( •11.! '"·' (TYP.) I 0, -I "' 1~~ ~ "' ., " ~I "' Ill --1 ~ 0 <;:> ~ ,,l'li_l"l: ~n :e .. .. ' -.. -- STA: 18+96.9"{,.., 6" LATERAL AC SURFACE (TYP.) 510 512 516 5 N K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 2.dwg 06/01 /17 -3: 41 pm rfirebaugh a, ~ I ~ <c__ 0 ·-5 ---- 0 -" 0 -------i[ -6 -,~e----~ -= :ii!: ~ Cl) ;I ,... ,·w. f r ~,~1• !'Tl 6"W· "' 2"G 0 STA: 10+01.56 ti> C.L. INT. BEACON STREET !!I •, •1t2"G ) • ? -1j------' • ' ·2"'G 2"G - 2500 - - ../h-r• . -~ Iii'°" r n . \ N)"TA:10+38.99 6" LATERAL t / "11: d . ·2"G EX. SWR. LAT _ 400 PCC V-GUTlER _ ~ _ ,: (TYP.) r : Ho----iH---EX. 8" VCP MAIN 7. ' - -----,~ I ~-'---E._ -~ --N)" TA: 10+86.69 4" LAlERAL :t:. r-r-n, 405 "'( : ~,,; -"' I~ :If'~ I 11 ~. ,_ STA:10+89.1"{N 6'' LATERAL ..:1.06 -.I. -.I. :E AC SURFACE _ <? DJ ' -F: --~ :1 JJ (T .... YP .• ) -;....__.,.,....__,,. - -Jiiiii.i7 r~~ - .;;1· r-- -.. ,, ,1, f- " ., ■f- 411 N)d TA: 11+63.69 6" LATERAL ~ "' .:, - "'J I ii c;; - - - --~ :I 1•1 1 " ~- 415c;:::;1TA: 12+11.09 4" LATERAL ' ?N c:, ~-.. + ~ I •g I I •~0 l1 1 l-, I • I~ 'r I ., ~Jl,hl - - ---7 W ~ .; 419 N)" TA: 12+ 79.99 4" LAlERAL - - - 423 N)"TA:13+17.89 6" LATERAL _ .X. MANHOLE ,~, i I I 1, • El . r~ I • ' "' --~~· l~~I,~ I-.; 11_~ .. 11 T~g .- !~ ~ t ,1".; . I~ 'J: ... STA:11+39.9"{N 6" LAlERAL 410 STA:11+87.4"{N 6" LATERAL 414 STA: 12+43.4"(N 4" LATERAL 418 STA: 12+88.0"{N 4" LAlERAL 422 STA: 13+28.7"{N 4" LAlERAL - - - ) ~ {fl,'. +--"l - ----1r,-.;.1----STA:13+34.3 "' r • , 4" LATERAL _ X. SWR. LAT. 427 N)"TA:13+78.99 6" LATERAL - - - N)"TA:13+87.49 4" LAlERAL I • '; I~ 1,.;1,i,, '~ lj;, I I• ~I I~ "'1 •1?.J r lJ o --- ., 1-: ... "' + 426 EX. SWR. LAT,_ STA: 13+89.9 "' 6" LAlERAL 431 Ir~ 1; g PCC V-GUTlER ~ : (TYP.) 430 "' -..---1---EX. 8" VCP MAIN lb • ~ I ~ I I ( - - --=--:-:-:-:;-: - ----!i-"'· • "' TA: 14+34.79 ,; . , 435 6" LATERAL ' I .,. --.,1 i? I U.1' • ~- ' ~It!> I .-, ~ I 1: ,1 ~ I I ---• C') c.,, ;-r- 1 I • ' . - -~TA:14+85.19 -~ N 6" LATERAL - ''I ' i r !-, ~~ '°' ■ STA: 14+37.2D CAPPED LA lERAL STA: 14+39.8"(N 4" LATERAL --/ V V '+ ; AC SURFACEG (TYP.) STA:14+87.7"{N 4' LATERAL n A [3> [3> ~ r 7J 0"' oo ►7J coo QUI z"' 0 Mi (/) ;a "' 0 :,ii\ "' "' -< )>0 -r r"' )> )> zZ 0 0 C ::::!J ;-I "' r 0 0 0 :z 0 G ' "'F 'a G) 7J CAl -<0 -ax "' ;;: "' "' )> "' -< -< 7J O f'1 r ►rnC:: 0 f'1 "' "' -!, -0 rfi uj ;;; :i! rtj a:: 7J 0 "' )> "' -< )> ,, a:: )> )> z z 0 r o -0 zz "' 77 ,; r -< (") "' co z 7J C) "' "'7J 0 (") "' -.... ~o (/) z cJ o I 77 ... a:: 0)> 0, -,z r r I':' z f'1 0 )> ~z :,,, 0 rz )> U) 0~ ZF (/) z I r'l f;J "" -< U) -r'l • "' r'l "' (") r r'l )> z 0 C .-< 7J "' 0 ci1 n -< z 7J r )> (") f'1 N CO N S T R U C T I O N N O T E S LE G E N D S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 1 1 - A , 1 1 1 - B , 1 1 1 - C MATCH LINE - STA. 15+50 SEE ABOVE RIGHT MATCH LINE - STA. 21+00 SEE BELOW LEFT MATCH LINE - STA. 15+50 SEE BELOW LEFT MATCH LINE - STA. 21+00 SEE ABOVE RIGHT MATCH LINE - STA. 10+25 SEE SHEET13 5· -, 0 -I .-+-C1l .-+-:::::r 0 ~ ::::,-C1l .-+-o~ctJ ::::,-:::, CfJ C1l men· ;a en c= rn rn CD :E o ""Cl ::,-0 ___ ,., C O ro" 0.. :, 7 (f.l_ • .-+-CJ ~::,-7 C en -,C "' "' :e C _, ;:i' C g ~<.C -,cocn " 7 7 en C 3 ::::r e n o c ;:;: '< .-+-< . • o· rn :, :, 0-Q _,Cll "' " -:, 0 O" 7 " ""Cl -7 (ll -· C1l 7 " ""Cl 7 < 0 0 g_., 7 " "'~ 0. O 0 7 O" O" 0 0 " "' 3., [ -·" ~ = 0 -· 0:::, 0 O" :::, ro -· "' . :, -:I: 0~ ~;::+3 "'< 0 ::,-~ 0 -· 3 -g □Z '< " "' ::r~ §. □ □ 3 "< ., -· ~~ ~ o-rn " " " 0. " □ • :::, n -· ::,-:, ::i' -,""Cl " "' 0 Q :::, ::+ ""Cl O • ~ .-+-CT" □ '< " □. - or•, )> ,;; 0 U) r 0 ~ "' H1 Ol N °' "' °' "' o~;:, )> --< N r'l g ___, ~ §" 0 > §·6 • • .. 00 ~a iii" 3 Oo 00 a .. g. g o, a 0 § 00 ~ g ~ e ~ 0 0 • ~ 1 0 D ~ I r'l ~ (/) d A ~ 0 8 rri 00 •• :!l::s:1 )> (/) -< ..____ n O DI -I 3:: (""') s::: ~Ul::..:...--1.=:,::;.....J S:: r'l o ,,_o ::0 z S8 )> )> • ~ vi r,, ~ N g ___, z 9 0 )> ri1 0 [;] n "' 7J co 0 z 0 .,, "' r'l ,;; ~ 0 z U) 'a 7J "' 0 ;'ii 0 U) :,: f;J -< ...... 0 0 .,, s:: -< ...__ a:: :,: 0 )> rtj "' r::i· "'' g -..J "' C) "' z r'lc:-, "' ,,, "' :::.! 0, ___, ;a )> z "' n-< <· r ;rj ,,, )> :z :z C). z"' ,,., n ~ r'l 0, N ~ ~ --I ~ ~ ~ ~ 5~ ::::;: °' • 0 2 co 3 i'l 0 ~~ 00 ,- 0 :2 >~ o 0 0 -. ~ n@ ,. 0 ~-~-~" ~ ~j· I ~ ~ "' ,,, < r'l :,ii\ S' N °' -;::,. °' ~ -..J )> U) I rn C r -< "' ~ r'l ii\ 0 ~ _J,..,~ • -, ~ " ~ .. p ,I ~1"1. N)'~~: 21+32.23L I ·1 ,~ . ~ f 1 .., 4 LATERAL ■ •• , ,e 1-'-lt-- ---- I r w l J1 ~ 11•~ ~ II r-, C 515 ~ ~; L _,, - - .. ~ "1. " • C • "' ci I ~ rn~J _ X. SWR. LAT. . . • f4 .. LATERAL O: ~ _h r STA:21+85.44(" • ---► ':;;! I I'' I 0 '°?. r,:, "' ~I>+ 0 o · "1. 519 ~ I •'"'I I EX. 8" VCP MAIN .. - _ X. SWR. LAT. 4 LATERAL I I I r> ,., . "' H ~ IW 145 ' • "' I • PCC V-GUTTER _ ,. (TYP.) - - AC SURFACE _ (TYP.) 514 518 ::f. lt~J=M "' A ,..._5~ 523 I i, ci • I I I : -- g I le-X. SWR. LAT _ . _} I I t- ~ ..-. ,. " ------ N)'TA:22+84.13 4" LATERAL • -= '"' I -+ '< ,.~,.I "'ll e --• • I ' 1i I 'sTA:22+86.64t_ 525 ----- -~X. SWR. LAT. ~ TA:23+35.13 -tAPPED LATERAL 531 • - I "' • = 11 0 1t _r~T :!i . ~,to<f' ... ~ .... < ' 0 I I~ I f I : I~ !11:~ I "1. • I f • }I- ,,, 1m, ---1" ~ ll f < "' I ,J ........-r' ., I : I '!= g •I I I i, "1. I ci I : I I I .. £:.~ ~l I 1 -X. SWR. LAT... j< I JR" 535 ....._ " I • J.a • I~•..,. r-' "' '' r-~ ;~ n, I< I NJ -< J ,:i;-1 "'I -lo [@ -lo -lo :b. ~~ f t,,. I ' I ,-i-,-, = =-'"'-=~ .,_ - "' TA: 2 4+ ~J • • .I "-I"'." 1 6" LATERAL I cf. ~ 539 -~X. SWR. LAT. " TA: 24+8 .83 4 LATER L ~X. SWR. ~T. • --• . ~ . -i "'' I "' fl.!: iJt±= ii 1.5' iJ I I ; I :1 I I " ~ 11. ~ I £ 1< ,; "' ~I ·1.i 11 l".l b1 : r-" .,., il l-/-- CAPPED LATERAL STA: 23+00.0-,,'-' -- EX. SWR. LAT_ -- STA: 23+86.24,N ---- STA: 24+34.24,N -- 526 530 534 536 543 io ~~~ ~.n " .. STA: 25+06.44';::;, 542 E i _ ~X. SWR. LAT. .,___. -~ q i I • . ' ., • • 0 rn 1 ~ EX. 8" VCP MAIN 1 -- EX. CLEANOUTQ "1. - " V "-Ii b iii "1. AC SURFACE_ (TYP.) '6 b 547 :i. - I " m "'~.1::"7 -i • .,.J _l "' ~3 ~ ~--~ -1 -. - ·--.. ,nt, ....., ··'✓ ,x t i• "tc; '"'""' t .. \ CJ1 ,11,.G & •~'"" ~ u ~ g -0 g 0.,9· 0, 9-· -.,9· ·0 .. 9· 0.,9 ::t:' " l ~ STA: 23+20.65 (I) t d' C.L. INT. 15TH STREET ~ ::ti _-_-_-_--n --=f'\,!:;' m--. -S-(V -I z Q ,:::. z II -,, "' r'l Or'l -< ;:i~ "' -< ·ls t • ~ us -,....JiiiiP as ----, ~ . I "' ., c-f <1 - -- 423 425 _ hx. swR. LAT. ----3 N)' TA: 16+32.52 4" LATERAL N)'TA:16+72.00 4" LATERAL ,_._.., " 422 ·a J 0 0: c l ◄I STA: 16+24.2 CAPPED LATERAL ~ ~,, 11 :l i"' / d lAC SURFACE( • • (TYP.) I lv 11.U: !\I I ~-Zl"\;LJ,Nt~ . . • " I <>I I I I I "' • I ,~IP "LI 1 1f-H I ~ "' STA:16t80.4u" b :b r-r-n, <ii~ - --431 435 437 441 2401 -< -lo -lo -lo I a:, ,. ,.-; I> ~~i 0 . ~ " I I .. .. 1 IL £,I STA: 17+22.4qN " I> l .,. C-"'~I I Ir • "1. ~ I. Q ' + <I 0 0 "1. Q - 438 ,._J STA:18+23.6,..N J~ t ,fl ,.5:.1 .. 'ii-E -- ~ '!:,! 4f--- <O 'I' 0 0 442 STA:18+74.8,..N 446 I • ~I EX. 8" VCP MAIN "' -·-· "' ,i 1 1 1~ ;i-;.-. I • " I II/) "', I , 0 :e -< (4 :a m :!:;· ---+ ~ [e': EX. MANHOLE(--+--- .i _Q -I I g ~ II/)!• STA: 19+48.55 C.L. INT. CLAY S1REET 'A - - - .... l ..._ ~l~-1I ( \ tl 501 N)' TA: 20+29.83 4" LATERAL :b r-r-n, 507 '""< -lo -lo -lo :b. f • • 1 • _,_ ...!!!!!:.. ~ 0 p I'.! ll>c 7.51 I~ ~ ri. I ,:i?_ ci fX. SWR LA'f. aa 14-111: . "' 511 1£ < 1"' '"' I • .!..l,! ... • 1.5' .., AC SURFACE (TYP.) b ---b 504 STA: 20+65.6-,,N C PCC V-GUTTER (TYP.) EX. SWR. LAT 510 K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 2.dwg 06/01 /17 -3: 37pm rfirebaugh I> -315 I> ..,_ cinl 1'j -;;_ .511 J rt--' Ii. '-! ci :b r-r-n, 317 -'( -lo -lo -lo I 0 X. SWR. LAT. 321 325 \ \ " Qi ►r'"Dllllll.., •r-: " :.!1 .• "' ' ,, a= r o I E " j; ,..._J X. 8 VCP MAIN ~ AC SURFACE , (TYP.) ~ ( Q :::::r l + .. 316 I r.H~ 4 .. Wi f .. -~ STA: 11+07.8'\N 4" LATERAL ~ \ 16 " "1. ci >'I ~I · :Lli " .,,-, J<I ., "I . ,. Q (].5 ,,.5' u : ,; : :;;! o-1 I li'v STA:11+52.2~ 320 6" LATERAL 324 TA: 12,t 02.90 N)'4" LATERAL_ t. :--r=t.- -~, 0 J I~ tll IQ~ STA: 11+99.9'1'-' 6" LATERAL 329 ~ :i:,; 0 N)' TA: 12+51.30 4" LATERAL 0 " ~ . Cl) :a m -I 401 ~u \~: 13+91.02 407 4 LATERAL E ,, ,, ' "' ·•.1Q ~ a:1oi· <YI~ ' "1. Q :.!1 I di ,,J ~ " ·.-.?'L ... ~ I I ► STA: 12+29.1'\N 6" LATERAL STA: 12+52.6 CAPPED LA lERAL 328 r7T " t 3 Kr EX. ,MANHOLEQ -& • ' ... <--• I ~ STA: 12+88.03 aj C.L. INT. BEACON STREET c:;. + °' I o • 0 -... I ~~~zl"G 2" = l l. 0 ~ "' 1/) I -2"G o-l T .I I .. 7. -c I n ,1 "'! ci I STA: 1"3+24.4'(N 6" LATERAL f -1 400 • "' -< jJ .., EX. 8" VCP MAIN I PCC V-GUTTER, ~,~"I $ )I o -o <?, "' • - • (TYP.) 406 STA: 13t93.84(r:; 6" LATERAL fX SWR. LAT. :~ ~,,,J £rl-- 411 415 :b r-r-n, -< -lo -lo -lo DJ X. SWR. LA"f N)'TA:15+16.72 4" LATERAL - - 417 ;?J$T A: 15+ 22.12 4" LATERAL -· - .,I I,. . I"?. ci ,-,ia-- "I ';,],' ~1 1< "1. " f J '!....I. -. °' 'I-' c5 C :>~<I " .. AC SURFACE (TYP.) STA: 14+58.1'(N 4' LATERAL STA: 14+ 73.8'(N 6' LATERAL 414 EX. SWR. LAT, STA: 15+24.6'(N 6' LATERAL 418 b ~ r 0 0 ":; 0 z 7J C7 ;o 0 C7 ,;! r= ► z 0 b~ n 0 :z 0 =i 0 z y, G ~ "'f''ri G) 7J CAl -< 0 -ax C7 a: "' "' )> CBdM r ►a:iC: C">C7S:: fTl .. ::::; 0 -iU (/) ;;; :i! rtj a:: 7J 0 ;o )> "' -< I', C "'7 CY; I z :i! 0 ;,; 7J n n I ... "' 7J I re '° Z ~ 0 n o -< -< C7 I....,_ fTl o < r'l -< nx -7J-z (/) Ir ::::::1 7J ► z r ri1 G) i:"; l;o r c, )> )> rM )>"' lz ► or a::: )> )> z zo r n -0 :z :z C7 "'7 >e C -< n C7-< z 7J G) C7 "'7J 0 n "' =a-< -< 0 (/) z -< 0 0 "'7 I .... s:: 0 )> 0, -lz r r ,,. z r'l 0 )> C7 z ,;! 0 r=-z )> (/) -< o ► :z r r UI z I r'l f;J "' -< (/) -r'l • ii\ ;o g )> z 0 C .-< CO N S T R U C T I O N N O T E S LE G E N D MATCH LINE - STA. 21+00 SEE BELOW LEFT MATCH LINE - STA. 15+50 SEE BELOW LEFT MATCH LINE - STA. 15+50 SEE ABOVE RIGHT MATCH LINE - STA. 21+00 SEE ABOVE RIGHT S- 5 2 8 3 - S 13 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T NE W P O R T H E I G H T S S E W E R I M P R O V E M E N T S C- 7 0 2 8 - 2 RE C O R D D R A W I N G S SE W E R P L A N - A L L E Y 1 1 2 - A , 1 1 2 - B , 1 1 2 - C MATCH LINE - STA. 10+25 SEE SHEET 13 5· -, 0 -I .-+-C1l .-+-:::::r 0 ~ ::::,-C1l .-+-o~ctJ ::::,-:::, CfJ C1l men· ;a en c= rn rn CD :E o ""Cl ::,-0 ___ ,., C O ro" 0.. :, 7 (f.l_ • .-+-CJ ~::,-7 C en -,C "' "' :e C _, ;:i' C g ~<.C -,cocn " 7 7 en C 3 ::::r e n o c ;:;: '< .-+-< . • o· rn :, :, 0-Q _,Cll "' " -:, 0 O" 7 " ""Cl -7 (ll -· C1l 7 " ""Cl 7 < 0 0 g_., 7 " "'~ 0. O 0 7 O" O" 0 0 " "' 3., [ -·" ~ = 0 -· 0:::, 0 O" :::, ro -· "' . :, -:I: 0~ ~;::+3 "'< 0 ::,-~ 0 -· 3 -g □Z '< " "' ::r~ §. □ □ 3 "< ., -· ~~ ~ o-rn " " " 0. " □ • :::, n -· ::,-:, ::i' -,""Cl " "' 0 Q :::, ::+ ""Cl O • ~ .-+-CT" □ '< " □. - or•, )> ,;; 0 U) r 0 ~ "' H1 Ol N °' "' °' "' o~;:, )> --< N r'l g -.., ~ §" "> §·6 • • .. 00 ~a iii" 3 Oo o, " .. g. g o, a , § 00 ~ g ~ e ~ , 0 • ~ 1 0 D ~ I r'l ~ (/) d A ~ 0 8 rri 00 •• :!l::s:1 )> (/) -< --...n O DI -I 3:: (""') s::: ~Ul::.:..--1.="':;.....J S:: r'l o ,,_o ::0 z S8 )> )> • ~ vi r,, ~ N g -.., z 9 0 )> ri1 0 [;] n "' 7J co 0 z 0 .,, "' r'l ,;; ~ 0 z U) 'a 7J "' 0 ;'ii 0 U) :,: f;J -< ...... ...... 0 .,, s:: -< ...... a:: :,: 0 )> rtj "' r::i· N. g -..J "' C) "' z r'lc-, "' ,,, "' :::.! 0, -.., ;a )> z "' n-< <· r ;rj ,,, )> :z :z C). z"' ,,., n ~ r'l 0, N ~ ~ --I ~ ~ ~ ~ 5~ ::::;: °' • 0 2 co 3 i'l 0 ~~ 00 ,- 0 :2 >~ , 0 0. . ~ n@ ,. 0 ~-~-~" ~ ~j· I ~ ~ "' ,,, < r'l :,ii\ S' N °' -;::,. °' ~ -..J )> U) I rn C r -< "' ~ r'l ii\ 0 515 )::., ..... ..... n, -< ..... ..... "-) .. [ ltll i I I F: ti) ., PCC V-GUTTER (TYP.) ., EX. SWR. LAT "!. lr.i .; AC SURF ACE I~ (TYP.) f tl !f_. t .'s! ~"' !ii ■ I~' -3--- ~-1.,...~:.,..,21,..,.+""80. 6'i --.. ~ 4' LATERAL ,, If rfi d\ ISi STA:21+83.3 1_ CAPPED LA lERAL 4 519 N i ,N I +'' 0 II~ E 1(1; STA: 22+03~~N 4" LATERAL ------ N~ TA: 22+30.00 521 }1'= If I I I r E--~--.· .. -"!. .illJ E R--- STA: 22+33.0 ABAND. LAlERAL b€ ·--~ :~ ., tli ' ,, II~ ■ EX. SWR. LAT. 522 I~ 01 EX. MANHOLI ---- 525 SWR. LAT. ~ (8'. I A: 23+ 19.16 V 4" LATERAL ---- 531 X. SWR. LAT. N)"TA:23+81.41 4" LATERAL 535 t ·11~ f,, ~ l ~j::i g 1£ I~ n .1 O?, ~ _I_I •• ~ .1<1 - 0:,1 111., _;~1 "" ,i,, (, 11 I o, ,11.1 f "' .j_ 1~1 I : I I 1t/lt"; Jti:E :1 iS l'I ,:: I I\;: .h -~ ~,,,, "?. i ::m' I , EX. SWR. LAT. EX. SWR. LAT. EX. SWR. LAT._ NpTA:24+31.11 1~ n 6" LATERAL ' STA:24+33.7'1N 6" LATERAL 539 X. SWR. LAT. 543 • E ----- • 'I"?; 0, i I l J1,1: :,.. I "' 1:i-1 : r I :e 0 ' ' . ' PCC V-GUTTER (TYP.) 'l t) I I ~ EX. 8" VCP MAIN '~ i , ' I ,o p l I "?. ' . :e o I ~. N I ':(} 0 •tn lq i • -.. EX. SWR. LAT._ STA: 24+95.3'1N 4" LATERAL EX. SWR. LAT. ■I " EX. SWR. LAT. 526 530 534 538 542 NY, TA: 25+28.21 6" LATERAL " EX. MANHOLI JS--- z n~ :,: z II -,, " r'l Or'l -< 71 ~ 6 2301 --.. ,-:-~--~- ·~ ;!; ... 'c.n ·0 .. 9· 0.,9 ~ ' ~ f111 ~s· as l'T'i T' ~ ~ 'j' -- ·:e AC SURFACE (TYP.) "' .j_ ..... ~ - I ... , '" -.o.,e . f),.9· 0 .. 9 ~ STA: 23+ 20. 49 +' C.L. INT. 15TH STREET V CI S ---C:Cll!'S:---- -~OS [3> [3> " 11 "' I +, I "!. -----c,~------- N TA:15+69,87 I STA:15+72.27N 4" LATERAL I 4 LATERAL _ X. SWR. LAT. ~ 423 427 ----- NV TA: 16+23.77 '6" LATERAL )::., ..... ..... n, -< ..... ..... ~ a, .. --- -::::,EX. SWR. LAT.• 431 • ., ~ ,,, I~ I r I! ~ I ti*~ I EX. 8" VCP MAIN 0 > !I I 422 ... ,. i I -===tll@)J EX. MANHOLV"\ _ - --r 1• ~ i ~ ~ ., ,;J,... STA: 16+26.17(N 4" LATERAL PCC V-GUTTER _ (TYP.) 1, I ..--'1 26 ~ ' ) II "!. AC SURFACE _ I •r -(TY.._P_.)__,..,....___,...,...._.., ~ !11 IW ' " ., <pl J ) --..J • + & "' ,1, • • - -. STA: 16+ 73.47["-' 4" LATERAL 430 -~ i - - ----- -, _. I - -"' TA:17+21.47 --"!. 016" LATERAL ½\ <i EX. SWR. LAT,_ --. -41 .. ,., 435 l r,1,1I I "!. .; D • 432 l I"' f i1 j '-3 ) ¥1 D --- -t,) ',; _; - ■1 ------ F-TA: 17+68.57 CAPPED LA lERAL 439 . ·-. I "' ll .51 ~.5' i ■ STA:17+71.27(G 4" LATERAL 438 TA: 17+97.47 '-'l"4" LATERAL I I" ,: (~ j 1~,- • 1cd +, rig 443 ,,TA:18+22.37 CAPPED LATERAL N)"TA:18+59.67 4' LATERAL ----- -X. SWR. LAT. 2301 "!. ,1,1 oi I Ii -r ~ I --- -. ~ !111 1--- w 11 ;! .! l!ll I-1.'f: ~ ~ .,_ 11 .; I " .; .. -'- STA: 18+24.67[N 4" LATERAL 440 1-.. 1~~ I I - -- -. -~ !>."• I,';" ~ w d; -I I Hr "; STA:18+74.97[N 4" LATERAL ~ "' +, If g : : EX. 8" VCP MAIN tJ ., I J 1 "I I I I 444 - -I - - ---1il!ii,_ T'\I l"'.I.T'\, 1L II./ ., CATI i· • .a. II r<A .. V ~ .. ~ ~ -< (n __ _ :ii m .... A ~i t ~-~ ., " ., ,-; ElL.MllliH STA: 19+48.65 C.L. INT. CLAY STREET ... ,.. "' ' • ,<;TA: 19+80.81 R .,;. STA: 19+82.6'' 'CAPPED LAlERAL I > • ° CAPPED LAlERAL\ l J!. STA:19+83.QtN ~ "' 1 4" LATERAL :'-X. SWR. LAT. i j f J I _, 0 501 TA: 20+30.80 "''4" LATERAL 505 )::., ..... ..... n, -< ..... ..... N ~ _ ~X. SWR. LAT. 511 11111111 ~ I ,~ D li!. ., ., 2320 5]' II Ii I : I EX. 8" VCP MAIN ij •i~ '-! .; : ldl !ilJ:: rT1 N • ..., 11 "' f 1,1,1~ I' ' I "' ■ ., EX. SWR. LAT PCC V-GUTTER (TYP.) AC SURFACE (TYP.) ---=~~ -STA: 20+80.6)-;::;'- 4• LATERAL 510 K: \Drawings\ME\ME0375 -Newport Heights Alley\ENG\Construction Drawings\Phase 1 -Sewer\ME0375-SEWER-PHASE 2.dwg 06/01 /17 -3: 28pm rfirebaugh [3> [3> 317 ---------x. SWR, bAT. :e ~ l'l'I d V.5 \It +i I ct ' c' ,ll ., I I oi ., • • PCC V-GUTTER (TYP.) di ~ EX. 8" VCP MAIN ~! 1,1, 1 j;? :I! I '1! "!. " ., "' I ,r ti) 1- AC SURFACE (TYP.) r - ---~ STA: 11+02.2'1" 4" LATERAL •~ 321 )::., ..... ..... n, -< ..... ..... ~ 0 X. SWR. LAT. N)"TA:11+69.70 4" LATERAL 325 _ ,,TA:11+97.40 CAPPED LA lERAL ~~ L L • II! ,,, , "!. I (;) 11 • ti> I '-! .; 1-.1 (;) • STA:11+52.5"{N 4" LATERAL I I I I ABANDONED LATERAL 11' f II I j r 1<1> Mi. £ : .. "' ~ EX. ,SWR. LAT._ 320 324 l,k -- - ., .; ,: I ti> 1trffi, EPARED WYE ONLY 4" LATERAL B DJ ~ 0 0 ~ ----i:i!,~S-- Cl) :ii m .... ( N)"TA:13+20.17 4" LATERAL 401 407 411 415 )::., ..... ..... n, -< ..... ..... ~ ~TA:13+70.97 4" LATERAL N)"TA:14+21.57 6" LATERAL N)"TA:14+71.87 4" LATERAL ,or TA: 15+18.97 4" LATERAL 419 A ... D • •. 1 • "' "' "' STA:12+53.2"{N 4" LATERAL ' 1!' I "!. ,p • · i_ "' ::; EX. ~ANHOL~ I "{ --• ----• i I "-t-!STA: "IL+~l-~4 l t i C.L. INT. BEACON STREET ., ~ If ~ CAPPED LATERAL I ► I I EX. 8" VCP MAIN ; I ' ' ., ....-; .... + D D 1.11, "!. "' ., "' ., ~I C') "-Jn "' ,,, "!. .; ., .; t ,,,, "!. "' fill ~ pi EX. SWR. LAT EX. SWR. LAT._ STA: 14+23.97(N 6" LATERAL PCC V-GUTTER (TYP.) STA: 14+ 7 4.57("-> 6" LATERAL AC SURFACE (TYP.) STA:15+21.57(N 4' LATERAL 328 -"---- [3> 400 406 410 416 ~ r 7J 0"' no ►7J =Jo QUI zc-, 0 7J saki 0 :,ii\ C7 "' -< )>0 r=M )> )> zZ c,O C ::::'.] ;-I C7 r 0 n 0 [3>~ 0 z y, G ~ i"'ri G) 7J CAl -<0 -sx ' Sci 3:: "' )> C7 -< -< 7J O C7 r )> CI] C: H1 IC"l ~ 0 u1 § 0 :i! "'7 0, rtj .!. a:: z 7J 0 "' )> "' :i! n :,s -<~,, )> 0 ,-, 0 7J "' 0 R -s z 7J r )> 0 > C7 rtj "' )> r s:: )> )> z z 0 r o -0 zz C7 "'7 "' C: -< n C7 co z 7J G") C7 "'7J Q §6 _.-< -< 0 U1 z cJ o I "'7 .... a:: 0)> 0, -,z r,- i;,, :z C7 0 )> ".1 z "'0 r- )> Bi 0 ,;' ZF U1 z :c r'l f;J "" -< U) -r'l • "' r'l "' n r r'l )> z 0 C .-< CONSTRUCTION NOTESLEGEND MA T C H L I N E - S T A . 2 1 + 0 0 SE E B E L O W L E F T MA T C H L I N E - S T A . 1 5 + 5 0 SE E B E L O W L E F T MA T C H L I N E - S T A . 1 5 + 5 0 SE E A B O V E R I G H T MA T C H L I N E - S T A . 2 1 + 0 0 SE E A B O V E R I G H T S-5283-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT HEIGHTS SEWER IMPROVEMENTS C-7028-2 RECORD DRAWINGS SEWER PLAN - ALLEY 113-A, 113-B, 113-C MA T C H L I N E - S T A . 1 0 + 2 5 SE E S H E E T 1 3 ALLEY 113-A, 113-B, 113-C NOTE: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM {CCS83), ZONE VI, 1983 NAD, (1991.35 EPOCH). BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CGPS STATIONS "FVPK" TO "TRAK" BEING S67"14'53.8"E. ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "CM-26-77", A 3 3/4" ALUMINUM DISK SET IN THE TOP OF A 4" X 4" CONCRETE POST SET IN THE SOUTHWEST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND 15TH STREET. ELEV. = 95.631 FEET (NAVD88, YEAR LEVELED 1989) & C\I ..- ('I) z "' 2 :.: w ::, ~ ..,. _J w ..., ., . <( u r--,'.~ :::, 0 "' <( "' ~~ u.. 0 -0 <( :::, -;:: 0 ~ -_J u ~ (/) ~ .. w ".,-«~ u u f-~ [1--(/) <( -(/) <3 0 _J r--, <( 0 2 s:t C\I -C\I ('I) • _J ('I) ,-... <( U")"' +w ~ f-:: <( <( _J f-(/)' ..,. 2 wl ,-... :j: I N < f-(/) I o I ~ :.i U")"' Ow +>-N<C -_J 2 00 _J co<( -"' + ~ N :'.'i - e': ".,-(/) & <D"' ~~ o<C -_J ~v I'-1 ALLEY113- m ~...t- 2 I ..- 2 ('I) I I ..-('I) & C\I 4 0 C\I C\I ('I) ('I) s:t _J ,-... _J s:t s:t 0 • <( :r: ..,. "' 4 4 z '+'~ f-"' :l: I w I "1 _J I '° _J <( ~ <D <( u <( • <( _J -_J <( I':;: N xi <(_ u... "' I '+' "' ~ :::, "' ~ ~ C) w t;; <D :::, -<D <( ,-... <( (/) I (/) 0.: -_J -_J > -~ <( < x u u [1-<( t;;..,. t;;..,. ~ -w u o._ - " ..;Arr . 1v ~ ' 2'"G \..I-\' V 2"G -2"G • 2"G 2.,, -, O" 0 0 _J >-' 00 r--, <( ..-; :'.'i ..,. "' ,-... Nw + ~ +>-U") <D <( -(/) ALLEY113-B -_J <( x ~ c.o f- 4 ('I) I'- C\I C\I s:t s:t 2 LO 4 N _j w u • <( ..,. "' <( "1 w u.. +e-"' -<( ::::, -N _J (/) o._ -t;;..,. <( f-- 'l.,,CI, 1 \I -2"'G 0 w o_J "! <( .... "' "1~ ;!: <( ;~ ALLEY 113-A 4 LO ..- LO These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 4 "1 _J • <( U") "' 00 w +>--<C N_j <(_ f-<D (/) ' V G • 1 o· ·w o_J ~<( U") "' 00~ ;!: <( N_J ~v 4 -2 .. G---2"G- --10"W 1 O"W· I f-" f-" <( <( _J _J ,,,, ,,,, 3: 3: (/) (/) x :x' I ..--LO ('I) ('I) s:t s:t co C\I ..-C\I LO LO I ';:;: _J I f-<( 0 _J _J ~I I~ <( "' ::, 3: (/) (/) x X w X W I w 11..H,'i "' 'I..J-1.,V 2"G 2"G : ·'"G 10 w lo _J >-' U") <( <( N "' _J "1 w +>-"' N <C 3: N_J (/) <C~ f-V X (J) 4 ..-..-C\I LO LO 701 N. Park:center Drive Santa Ana, CA 92705 ,1 TAIT p: 714/560/8200 f: 714/560/8211 www.tait.com Since 1964 Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver ff~ 3/21/2017 DAVlD SLOAN, RCE 82595 DATE co 2 C\I "? _J ('I) ..,. <( U") "' +f,! ~ <( •• _J <( f-' (/)..,. 0 _J "1 N <( a:: .,., ~ + N <( -_J < f-<D (J) 2 C\I ('I) co ('I) s:t 4 m _J ..-; <( "' ,-... ~ + ,-... <( -_J < f-..,. (/) '" 2"G ~ " 0 _J m ..-; <( "' r---3 + ,-... ~ ..,. 4 (J) ('I) s:t (0 C\I LO "''' \.,J-1,, y 00 'G 2"G -~ 10 w- I'- C\I LO 'v w. s< c,,.' 0 "" y 0 z No.82595 Exp.09/30/2018 C/V\\. ""· 2"G • • ' 1 _J 0 :r: z <( ::, "W BEACON rTREET 4 -_J • <( c()"' NW +e-00 <( :: _J <( t;;..,. \,,,1-l,, y y w u <( u.. "' :::, (/) ~ 2"G 2"1; 2"G ~ . , 1 1 O"W o_J ..., <( c() "' '+'~ 00 <( ~_J ~...t- 4 ('I) s:t s:t 0 ('I) LO 4 0 _J sf <( "' "1 w + f-"1 :'.'i N <C f-..,. (/) i...H,V i...1-1.,"' ·2"G 2"G -, 0 _J 0 <( -st' "' "1 w + f-"1 <( N _J ~ <O 4 ..- ('I) LO REVIEWED: 0~ D. TODD SCHMIEDER, RCE 37167 QA/QC MANAGER DESIGNED: DRAWN: MT MH MT MH CHECKED: DATE: DTS 3 21 2017 0 0 s:t z 4 :.: "' w [1-u u <( > u_ "' • :::, 0 (/) u x w <( " ~" ,uv 2"( 2"G ,,_ o" ",------,------..LI_ 1---, f-" 0 <( r---_J ..-; ,-... ~ + "1 (/) < x f- 0 4 0 C\I C\I & I'- 0 ~ C\I 0 4 C\I U") _J -st' <( "' 00 ~ + ~ -00 <( -_J 1l [1-< ~ f-..,. I -(/) ·J-\.v -"· \ 2l'IJ1?, 2"G ·2'"G -_,.. . _,-~ '-h-U") .. " ' r--: / 1. I & "' w f-f-:::, C) -I [1-> ~ u -u [1- 1 " LO 0 s:t _J . 0 :,: z <( "' X w I 2"G -- APPROXIMATE LIMITS OF 6-IN THICK PCC V-GUTTER TO BE REPbl,CEB PER BEHdL Gt~ SI IEET 1. REPLACED WITH TEMPORARY AC. PROPOSED SEWER CLEANOUT. LOCATION PER DETAIL AND FIELD CONDITIONS. LIMITS OF MAIN LINE SEWER REPLACEMENTSffi ' 0 I f-..-I <( s:t .., _J 7 I 6 "' Ir----3: U") c;S I _J (/) N <( "' I I';: "' X ~ z I ~ s;;i w ..,. <( -... -_J -< z < ~ c:, I f-w t;; <D (/) tD I -I I ~ " """i;Alv \,1-1,1 'y'""=:::.i -_.14 V -TD , ·i V "G 2"G -2"G -2 11G 2"G ·• , o" 1- lo f-" ,-... <( -_J ,-... +· "1 ..,. ~ "':": VJ ci ALLEY 113-B e'"" N + ..,. I 3 < ..-f-..- 4 s:t 0 0 LO z :.: f- w w "' f-(/) a, 0 >- ~ <( _J u + a, f-" f-"' ::, <( ~ [1-_J u f-> ~ :::, "" 'b (/) I > -x ~ x u w u w o._ -~ z < _j f-(/) u " V • . 2" , "G _,.. _,.. _,..---~1\6"w x--1 _,.. PROTECT IN PLACE REMOVE EXISTING LATERAL AND CONFLICTING PORTION OF MAIN LINE AND INSTALL NEW SEWER CLEANOUT, 4-INCH VCP LATERAL AND MAIN LINE WYE PER CITY STD-406-L & DETAIL A ON SHEET 1. JOIN EXISTING LATERAL AT NEW CHIMNEY CONNECTION PER CITY STD-408-L. REMOVE EXISTING LATERAL, WYE & CAP AT CHIMNEY CONNECTION, AND INSTALL NEW SEWER CLEANOUT, 4-INCH VCP LATERAL AND CHIMNEY WYE/CAP PER CITY STD-408-L & DETAIL B ON SHEET 1. REMOVE EXISTING LATERAL, CHIMNEY CONNECTION AND CONFLICTING PORTION OF MAIN LINE, AND INSTALL NEW LATERAL, CHIMNEY CONNECTION & MAIN LINE WYE PER CITY STD-408-L & DETAILS B & C ON SHEET 1. REMOVE EXISTING AND INSTALL NEW 10-INCH VCP SEWER MAIN PER CITY STD-105-L -C, STD-106-L & co ..- s:t ----CAIT _,,,.. ~ V lo 00 f- N :'.'i N + ~ U") (/) <( f-X LO (J) ..-..- s:t s:t & 0 ..- LO 4 4 w U") _J a, _J .,-; <( u • <( "' <( <D"' "1 ~ u_ IX) w + "' +e-0 :'.'i :::, -0<( N (/) o._ N _J ~ ~ ~...t-..,. u <( -(/) (/) ·2"G 2"G , , _,--10 W 10 W 10 "''W 1 O" .-. ci-"\"l _,.. .. 0 _J U") -st' <( "' IX) f,! + IX) :'.'i ~ ..,. 4 ..- 0 C\I C\I C\I ('I) LO 4 4 O> _J 00 _J . <( ·<C <D"' U") "' °'W "°w +>-+>-"1 <( -sj-<C N _J N_J <( <(_ f-<D f-<D (/) (/) ~A "' !...i-·' ·2"G 4+00 ·2"G 2"G ·2"G· --• ~ .,. ··w B Cl 'IF 0 _J 0 _J "? <( ~<( <D"' U")"' O>w nw +>-"1 <( N _j +>-v<C N_j ~{O <C~ f-.... 4 ('I) 4 ('I) LO 2 5/25/17 AS-BUILT NO. DATE DESCRIPTION OF REVlSIONS I ~ 0 ~ < 0 2 LO w u <( u.. "' :::, -(/) o._ ~ ~ - ~,< V '>" (J) ('I) LO , CLAY~TREET <r I C\I s:t LO 4 ,-... _J • <( ..,. "' O> w +>-v<C N _j < f--<D (/) l.14., V -• \.,.1-1, 2"G 2' '25+00 -• ~- o _J r--, <( ..,. "' O>~ +<C N_J ~v 4 LO s:t LO f-" <C _J 2"G -~ ALLEY113-A z :.: ::, 0.. §; ' 0 x w ~"-2' 0 0 C\I C\I f-<( _J "' 3: (/) X w o _J ": <( "1"' '2~ U") <( N_J ~'¢ 4 r---as! ~~ +:5 '°o Nw .. a_ <( a_ f-< (/) u II.. I-I., }/ '"fl! "], t--- ., 0~ ,-... < ·= "1w ..,. !;;_c +~ '°o Nw .. a_ ~~ 4 (0 s:t LO ' ,,,~c,T.lf'....W -IJ- (J) s:t LO REVIEWED: .~ FRANK T. TRAN, RCE 62845 CIVIL ENGINEER DATE 3/21/2017 APPROVED I I I• I • --< LO 0 LO \. r;- 4 :i ~I "?. .; .:. I ~ f-I w :i w r l "' f- "' (/) (i")~ eE O> U") NI ;j; -f-" : I N z ,1 ~. ~ _j I "l ;((v 1--"'r,:26+ e. "' J .. -:ill -- ~ :rll_: E .,_ .; .:. -,I I ,~I I I I 15THSTREET ..-..- LO (IN FEET) 30 INCH = 20 FEET 40 SHEET 12 OF .c "' ::, 0 .0 " ~ -= ~ E a. m t0 r--- '-~ 0 ------ <D 0 "' ,. -0 c-J w en <( I o._ I "' w ~ w (/) I IO ,-... r'l 0 w ::. / ~ " ,. " en ~ " OJ 0 .c ~ OJ "' C "i 0 ~ 0 C o :;:; " ::, ~ -OJ C o 0 / c:> z w / >, " <( OJ -.c .S!' " I -~ o a. ,. " z IO " "' 0 w ::. / w ::. / OJ "' C "i 0 ~ 0 / "' CONSTRUCTION NOTESLEGEND S-5283-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT HEIGHTS SEWER IMPROVEMENTS C-7028-2 RECORD DRAWINGS SEWER PLAN - ALLEY 118-A, 118-B, 118-C ALLEY 111C MATCH LINE - STA. 10+25 SEE SHEET 10 ALLEY 112C MATCH LINE - STA. 10+25 SEE SHEET 11 ALLEY 113C MATCH LINE - STA. 10+25 SEE SHEET 12 10 I . ALLEY 118-C NOTE: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991.35 EPOCH). BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CGPS STATIONS "FVPK" TO "TRAK" BEING S67'14'53.8"E. ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "CM-26-77", A 3 3/4" ALUMINUM DISK SET IN THE TOP OF A 4" X 4" CONCRETE POST SET IN THE SOUTHWEST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND 15TH STREET. ELEV. = 95.631 FEET (NAVD88, YEAR LEVELED 1989) w ::::, z w "' > ~ <( <( ::::, z (') w I 0 > 0 0 0 ::,; 18 d ....I [J_ 0 w I + 0 >-' -z ~ _j (/) 00 u 211G ·M,,9--1 -M. .. r ~ I e,,I J I I & w u <( LL "' ::::, ~ (/) [J_ [J_ u ~ <( ~ 0 N ..... N >--' ::::, 00 zro <(0 w I ....I "' Uo .o X :r: w ....I >-' <C _J "' ;,: (/) X I I ..,. 0, _J ~LLEY 118-A; . <C z N ct: <( NW ....I + >--"' ..,. <( -<C r--_ _, [J_ "' .. u r--w <C=: > "' >-->--..,. + + :'.S I 00 -2 ~ • x <( ..,. I >--w co N ..--2 ..-- ..... ..... N N EL MODENA AVENUE " -,1 .... ----2'"G CA G 12'1-00 " " ... -■ • • 0 o_, 0 r--: <C "' _J z .,..; <C Oo,: <( "' r--w "' ~ w +>--::,; + ....I 0, -<C N <C 0 r--_ _, [J_ -_J :r: 01 <(., u <(,, > z >--..,. >--(0 <( "' 00 "" :SI 2 2 . :r: x X:::,al w 1 co ..... 0 0 & ..... ..... N N 2"G ... r-- >--' ::::, o_ zro <CO WI ....I"' Uo .o x:r: W....I JYlu ■ 2"G 0 0 ..... N " I I 2"fa-00 I I 7 ,.9· 2 G w ::::, z ~ <( (0 0 N (/) o5 ....I N <C r:t; i---= -z 2""G .. ... -M. .. 9- ALISO t VENUE -2"G ·M.,9· 0 N C') N 2··0 & f--' 0 ::::, 0 ro ..--z ro C') <C 0 '::i 1..,. "' u 0- x ~>--w _J ~Al, . 14 00 --•2 G "< ■ co ..-- C') N ~I~-- ~ ~ " ■ r--~ D'..l<C ·= ..,.~ "'<C +~ .... = -w r-----~ <(~ "'_J >--<C ,-..: <C u ..,. "' +w ..,. >--_<C .. ....I <C, >--..,. 2 t APPROXIMATE LIMITS OF 6-IN THICK PCC V-GUITTR TO BE REPLAGEB PER BFFAIL m~ 5I IEET 1. REPLACED WITH TEMPORARY AC. PROPOSED SEWER CLEANOUT. LOCATION PER DETAIL AND FIELD CONDITIONS. ... V J'"T -+OD ~ ,. ~ .. • " m,, "· /YI,,~ ■ - 1· - z <( "" [J_ u > • OJ X w r---r---_J • <C N c,: OJ w +,-... <( -....I ~~ N 2 ..-- C') N - w ....Ir--00J :r:o z I <("' I ::.g I X :r: 1 ffi 0 CD PROTECT IN PLACE ro\ REMOVE EXISTING LATERAL AND CONFLICTING PORTION OF MAIN LINE AND INSTALL NEW SEWER CLEANOUT, '-!:.J 4-INCH VCP LATERAL AND MAIN LINE WYE PER CITY STD-406-L & DETAIL A ON SHEET 1. ~ =:i-c-- ~ - co 0 C') N " Ill • OJ X w & w u <C LL "' ::::, ~ V) [J_ u ~ <( ~ " T'G"= ~ ~ -m,, m., ffi >--' ::::, 0 0, z ro <( 0 '::i I "' u 0 .D X :r: w _J Ill..: L":; · 2'"G -16+00 "< 2"G .,9. 2' M,.9 w :::, z ~ <C I I ~, u, • • ~I <C • >--"°" (/) u 2·t I ,----,.,-~-~~==~--r-----'----,,.--....... .. 0 "I' I I ~LLEY 118-B~~ OJ' I .;!; '° I ..... 2 0 C') N 0 0 C') N y ll. I 11 I I . E a. FULLERTON A VENUE -t0 r--- '-1---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1~ & ~ & (/) I I I I 0 (/) I I I 0 (/) ·tG I JO .J..1,1 0 (/) 0 (/) 0 (/) w . ::::, . z w > <C z i=' "' 0 w -_J ....I 0 ii: 0 + 0 >-' -z ~ _j (/) u 2"G 0 • 9--• I .,9 FULLERTON AVENUE These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. " - " .. . f--' ::::, o,,, Zo, <Co WI ....I"' Uo .0 X :r: W...J --IUV:J --2"G1 r+oo. --2"G --AlV0,,-'---2 G- .. " -AlVO- ~.lo'+OO ... " C"l ...... C') 2 <O "' .... + N <( >--v, ........ ffi p ;., " I I p ,,, I r.i ,oo i p M .. 9 <( . >--""" (/) u t w 0, ,. -0 c-J w (/) <( I [J_ I "' ~ w (/) I LO r---r'l 0 w ~ ~ " ,. " (/] \ --E --E ---"' I 0 N N N TAIT Since 1964 N <O _J • <C 0"' r---w +>--O<C _ _, <(., >--<O 2 701 N. Park:center Drive Santa Ana, CA 92705 "' ALLEY 118-C ' I "' I b ffi ..-- N N p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver ~ 3/21/2017 DATE DAVID SLOAN, RCE 82595 >-' <( ....I I~ (/) Ix N ..-- 1 N N <;) w. s :.:::,,."-<o ~ y 0 Z No.82595 Exp.09/30/2018 CIVIi- "' >-' 0 >-' '::i "'I r---_J <( <( <C _J ....I Oo, N "' & :r:o & -~ ~ ~ ZI + I <C"' N <C -_J (/) ::so <( I 0 • x x x:r: co >--<O ..... 0 0 1 N N N N REVIEWED: 11/22/16 UPDATE PLAN LABELS 5/25/17 AS-BUILT 0 >-- N ....I ::::, • <( Or-- r--"' ZO> ~~ <CO w I N <C ....I"' _ _, Uo <t:., .D >--<D 2 " "' ~ <O I p "' ~ ·., " IRVINE AVENUE 30 40 (IN FEET) INCH = 20 FEET REVIEWED: C 0 :;:; " :, ~ -" C o 0 / c:> z w < " <( LO " r'l 0 .~ ~ D. TODD SCHMIEDER, RCE 371671----+------1-------------------------+---__, FRANK T. TRAN, RCE 62845 ~ QA/QC MANAGER CIVIL ENGINEER [!), 1---------------------------r-----------lC DESIGNED: DRAWN: -~ ...,_,.,,,.,.,,,,,,""MT"'-'"M'-'Ht-,,-,..,,,,-'-M""'T"'"M'-Hi--+----+-------------------------+----IDATE ___ 3~/2_1~/2_0_17___ 1---------1~ CHECKED: DTS DATE3 21 2017 NO. DAllE DESCRIPTION OF REVISIONS APPROVED SHEET 13 OF ;3, ~-------------------------------------------------~~----------------------------------~-----~--~~-~--~----~-----------------------------~------------------------------------------~--------~"'