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Home My WebLink AboutDWG 474-6; 5503-4; PACIFIC AVENUE SEWER; 01-03PROJECT LOCATION SHEET INDEX I nTI.£ SHEET, VICINITY MAP ,t LOCAll0/1 MAP 2 NOTfS ,t DETAILS J PLAN ,t PROFILE 4 CN.AVERA VICINITY MAP NOT TO SCALE N CONSTRUCTION PLANS FOR PACIFIC AVENUE SEWER PROJECT NO. 5503-4 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL MATT HALL -MAYOR ANN KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER FARRAH DOUGLAS -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER GLENNPRUJM UTILITIES DIRECTOR TERRY L SM 42979 E,q>. 03/31 PROJECT LOCATION , 11s eu!lr 1 CITY rT OCEANS/DE: CITY (T CARLSBAD BUENA I BUENA~ LOCATION MAP NOT TO SCALE WSTA IV(. "AS BUILT" /4/,4/ ~~ ~l~/21 R~E ZffOI ~;;.3f-14-~'TE 2-lf-lJ ~ CITY OF CARLSBAD I SHE3ETS I i----;-----i--------------+--+--+---+---1 l_!_J ENGINEERING DEPARTMENT :====:===:=======================:===:===:====:====: l ~~EWlN ~~~-=::::::::::::==::::::::::==~=====, PACIFIC AVENUE SEWER TITLE $HEE"!, VICINITY MAP AND LOl)ATION MAP AMPPR YEO l\!WA~UMMER -~ t: ,, . ._ O,t-,Y-12 ' . t---+--+--------------+---+---+---+---1 ENGINEERING MANAGER PE 2B176 EXPIRES J JI 14DATE Q'M'j BY: PROJECT NO. I DRAWING NO. 1-0--:---;-Af'._P;-~:-:-+--:-:---Af'..,_P ___ l:Tl---V:=--l ~~~ g~; r: 5503-4 . 4 7 4-6 DA TE INI TIAl ENGINEER ~ WORK REVISION DESCRIPTION ,. .. - 011012 Vl 0 :::r ~ \:g G) ..... I-" +>- 0 -..J ..... +O-w' en GENERAL NOTES 1. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSffiUCTION. 4. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSffiUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD 8£T'l,f£N 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOI..IDA YS. (A LIST OF CITY HOLJDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 5. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONffiACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BE"GJNNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE"BRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACE"NT STRE"ETS AS A RESULT OF THE GRADING OPERATION. 6. THE EXISTENCE AND LOCATION OF UTILJTY STRUCTURES AND FACILITIES SHOWN ON TH[ CONSTRUCTION PLANS 11£/?E OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTlON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILJTY FAC/LJTIES OR STRUCTURES NOT SHOWN OR IN A LOCA TlON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UnLJTlES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR smuCTURES NOT SHOWN. 7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILJTIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFF/CJEN7L Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT WITH THE PROPOSED ,K)RK. 8. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILJTY COMPANIES (SEE BELOW) AT LEAST TWO FULL OORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILJTIES AND SHALL COORDINATE WORK l\<IT/-1 A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGM: AT&T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) 'CITY OF CARLSBAO(SEWER,WATER & RECLA/MEO WATER) • AS APPROPR/A TE ! B00~422-41JJ BOO 660-7343 619 574-2816 760)4JB-7741 760)806-9809 [760)434-2980 (760}43B-2722 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLJSHEO, PERPETUATED ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYOR'S ACT. SEWER NOTES 1. MAINTAIN SEWER SERVICE TO EXISTING LATERAL SERVICE CONNECTlONS THROUGHOUT THE CONSTRUCTION PHASE. 2. VERIFY LOCATION OF EACH EXISTING SEWER SERVICE CONNECTION BY CCTV INSPECTION ANO PROV/OE A COPY OF THE CCTV REPORT TO THE ENGINEER. THE APPROX/MA TE LOCATION OF THE E"XISTING SEWER LATERAL CONNECTIONS AR£ SHOWN ON THE" PLANS. CONTRACTOR SHALL PROV/OE: THE PRECISE RELOCATION STATION TO THE ENGINEER FOR EACH RE"LOCA TfO LATERAL. CONTRACTOR SHALL PROV/OE: VER/FICA TION THAT EACH EXISTING LATERAL HAS BEEN CONNECTE"O TO THE NEW SEWER PIPE"LINE PRIOR TO ABANDONMENT OF THE EXISTING SEWER PIPELINE. 3. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD [NG/NEERING STANDARDS' , CURRENT EDITION, VOLUME 1- GENE"RAL DESIGN STANDARDS. CHAPTER 6 -DESIGN CRITE"RIA FOR GRAVITY SEWER LJNES ANO APPURTENANCES AND VOLUME J-STANOARO DRAWINGS AND NOTES", ANO TH[ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION• (GREENBOOK) • TRAFFIC CONTROL I. CONTRACTOR SHALL PROVIDE TRAmC CONTROL PER THE REQUIREMENTS OF SECTION 7.10 OF THE CONTRACTS GENERAL PROVISIONS. CONSTRUCTTONBESTMANAGEMENTPRACTTCES(BMPS) ID BMPNAME fS-l SCHEDULING ES-2 PRESERVATION OF EXISTING \'CGETA TION SC-6 GRA \'CL BAG BERM SC-7 STRF:F:T SYEF:PING AND VACUUMING SC-10 STORM DRAIN INLET PROTE"CTION SE-I SILT FENCE NS-6 IWCIT CONNECTION/ILLEGAL DISCHARGE DETE"CTION ANO REPORTING NS-7 POTABLE WATER/IRRIGATION NS-8 VEHICLE ANO EQUIPMENT CLEANING NS-9 VEHICLE ANO EQUIPME"N T FUELING NS-10 VEHICLE ANO EQUIPMENT MAIN TE NANCE WM-1 MATERIAL OfLl\'CRY ANO STORAGE WM-2 MA IERIAL USE WM-4 SPILL PREVENTION ANO CONTROL WM-5 SOLJD WASTE MANAGEME"NT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT THE PROJECT IS A TIER 1 CONSffiUCTION SWPPP LEVEL PER THE CITY OF CARLSBAD'S PROJECT THREAT ASSESSMENT. THE CONTRACTOR SHALL COMPLY WITH Tl-/£ CITY'S LATE"ST CONSTRUCTION SWPPP STANDARDS ANO R[QUIRE"MENTS. DI DIAL TOLL FREE 1 -800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTliERN CALIFORNIA ) STANDARD CAST/RON MANHOLE FRAME .t COVER -SEE DWG. NO. S4. 12• WIDE X 5• THICK CLASS 560-C-3250 CONCRETE COLLAR 24• DIA. PAVEMENT OR FINISH GRADE. I .12·-1 ADJUST MIN. SLOPE l ,. P[R FT. 3• W/DlH SHALL fQUAL INSIDE DIA OF PIPE. T ~:~;~~-~;~-\~;~~~~~-;~;~---L INVERT GRADE ...,":-.::;'.-.,:;•.-:_ . -. .'; :. ~-~ ·. . ~ . . . . . ,,. .,":.. :,~.:.~·-,.::~.--;_ W/71-J 3• ASPHALT CONCRETE OVERLAY (TYPICAL). ..• CONCRETE RINGS AS DEPTI-J=MIN. INSIDE PIP[ DIA. VARIABLE A -~\.: REQUJRED TO MATCH GRADE. ;/_. MAX.=11", ;-;-_ MIN.=5•, ,-:· TOP=2-2 l/2• :~ ..... • RINGS. R.rr---------+ ... :i1-·. ~: ·~ -- SECT/ONA-A POUR BASE AGAINST 6-INCHES OF 3/4" CRUSHED. ROCK BASE A CHANNEL PL4NB-B NOT TO SCALE SECTIONC-C NOTES: 1. CAST IN PLACE CONCRETE FOR BASE SHALL BE TYPE 560-8-3250. 2. ALL PIPE" IN MANHOLE SHALL Bf PVC ANO SHALL BE /NCLUDE"D AS PART OF MANHOLE. 3. MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE" WITH ASn.l C-47a 4. STUB OUTS SHALL HA VE A MIN/MUii LENGlH OF 3 FEET BfYONO MANHOLE. 5. SDR 35 PVC PIP[ MAY BE INSTALLED IN STRAIGHT-THROUGH MANHOLES WllH NO JUNCnONS. THE TOP SECTION OF PIPE SHALL BE R[/IOVEO FLUSH mm TOP OF SHELF. CUTS SHALL Bf NfA T AND DRESSED MINIMIZING BURRS ANO ROUGH EDGES. 6. EACH SHAFT ANO RISER JOINT SHALL BE SEALED PER JOINT DETAIL WITH BUTYi. RUBBER SEALANT ROPE. NEW MANHOLE DETAIL 0 NOT TO SCALE ABBREVIATIONS AB AC APWA BC BO CCES CSD C&G CMWO CR EC EG EL. G IE. MAR MH MIN. OSHA PB PCC PG PRC RCP R/W SOG&£ SDRSD ss SSPWC S7D(S) TC TP VCP AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOC/A TION BEGINNING OF CURVE BLOW OFF VAL VE CITY OF CARLSBAD ENGINE[RING STANDARDS CARLSBAD STANDARD DRAWING CURB ANO GUTTER CARLSBAD MUNICIPAL WATER DISTRICT CURB RE71JRN END OF CURVE EXISTING GRADE E:LEVATION GAS PIPELINE INVERT ELEVATION MANUAL AIR RELEASE: VAL VE MANHOLE MINIMUM OCCUPATIONAL SAFETY & HEAL TH AOMINISTRA TION PULL BOX POR7LAND CEMENT CONCRETE PROPOSED GRAOE POINT OF REVERSE CURVE R[INFORCED CONCRETE PIPE RIGHT OF WAY SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWING STAINLESS STEEL STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON STANDARD(S) TOP OF CURB TOP OF PIP[ VITRIFIED CLAY PIP£ BENCHMARK DESCRIPTION: PTI 129 "BM-OC 155" ANO PT /130 "CLSB-130" LOCATION: PT/ 129; 500 FEET NORTH OF COAST HIGHWAY 101 INTERS[CTION WITH RAILROAD TRACKS 14 FEET EAST OF TRACKS. IN BACK OF CARLSBAD WATER FACILITY PT/ 130; MONUMENT IS IN THE NORTHEAST CORNE"R OF GRAND AV£. AND WASHINGTON ST. 52 FT. WEST OF RAIL ROAD TRACKS, 4.5 FT. OF TH[ EASTERLY CURB OF WASHINGTON ST. AND 40 FT. NORTH OF THE CE"NTER OF GRAND A VE. BASIS OF BEARINGS SEE: NOTE: J 1-,.so•-J B-8 NOTES: A L 1-1.25•--1 1. CLAMP AND B CKETS AR£ TYPE 304 STAINLESS S [L, 11 GAUGE (.1198"). 2. 3/8" ~ P CH BOLT AND NUTS ARE TYPE 18 STAINL[SS STEE"L. J. STAN RD SIZES TO FIT 6" AND B" PVC [WER PIPE SDR-26. 4. ER ALLY GOAT ALL THREADS WI TH Tl-SEIZE. A-A 11 GAUG£ (. 1196") 2.00· J A 4oo.:----il--2.00•--l _j STAINLESS STEEL ADJU BRACKET AS MANUFAC71J RELINER-OURAN, INC. 53 MT. ARCHER ROAD LYME CT. 06J71 (860)434-0277 FAX: (860)434-31 OR APPROVED EQUAL LEGEND DESCRIPTION TREE E"XISTING WATER VAL VE EXISTING WATER PIPE"LIN£ EXISTING WATER METER BOX EXISTING SEWER PIPELINE EXISTING SEWER MANHOLE EXISTING SEWER CLEAN-OUT NEW SEWER PIPELINE NEW SEWER MANHOLE PROPERTY LINE POWER POLE SEWER LATERAL STRE"ET CENTERLINE DWGNO. CSD S-5; GS-25 CSD S-1; S-2; S-J; S-4 SDRSO M-1 CSD S-7 SYMBOi. ~ @wv --w-- IJNM @sco -s-- @) • DROP MANHOLE EB CLAMPING BRACKET DETAIL DROP BOWL OUNTING POSIT/ TOP VIEW DROP BOWL NT/NG POSITION FRONT VIEW NOT TO SCALE RELIN[R INSIDE DROP BOl\l SECUR[D WITH 4 STAINLESS STEEL BOLTS , . /LS OF EPOXY OVER INTERIOR SURFACES . . . . . .... SECT/ONA-A NOT TO SCALE '---BELL ,t SPIGOT • NON-SHRINK ~115/,fiffc RUBBER GROUT. CORE" BORE ELBOW EMBE"DOE"O IN CONC. AT 45' W/ Sfl\fR FLOW DROP CONNECTION PIPE INVERT SHALL MATCH 71-JE SPRING-LINE OF THf EXIT PIPE. DROP MANHOLE DETAIL NOT TO SCALE AS IJU!lr NOTES: 1. CREA TING A HOLE IN THE MANHOLE WALL SHALL BE BY CORE BORE RfQUIRING 71-JE OUTSIDE DIAMfTfR BE PREOR/LEO NO MORE THAN 1 • APART AT LEAST TO SPRING LJNE OF NfW PIPE LOCA TlON, THEN ABOUT 2• APART ON 71-JE TOP. EITHER METHOD MUST INSURE MANHOLE INTE"GRITY. SEAL BOlH INS/OE ANO OUTS/OE l\<ITH NON-SHRINK GROUT. 2. ALL INSIDE DROP CONNE"CTIONS FOR SERVICES ANO COLLECTOR SEOCRS SHALL US[ TH[ DROP 80>11. AS PRODUCED BY: RELINE"R-DURAN, INC. SJ MT. ARCHER RO. LYME, CT 06371 (880)434-0277 FAX: (880)434-3195 OR APPROVED EQUAL 3. DROP 801\l MODEL • A-4• SHALL BE USED. 4. SECURE DROP PIE TO MANHOLE WALL W/71-J RELINER-DURAN, INC. STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 5. ATTACH DROP BOIi!. &: £ACH CLAMPING BRACKET TO THE MANHOLE WALL WITH STAINLESS SITTI J/8• X J J/4• RA/ISET/RE:O HEAD BOLTS, PRE-ROTO OR/LL ANO SE"T Bot. TS IN PLACE WITI-J fPOXY PAS1£ fPOXY SHALL MEET mE FOLLOWING R[QU/REMENTS: A. EPOXY PASTE SHALL BE A TOO COMPONENT, 100~ SOLID SYSTEM. EPOXY SHALL BE S/KADUR 31 HI-MOO GEL BY S/KA CORPORATION OR EQUAL 8. 71-JE fPOXY PASTE SHALL DfVELOP A MINIMUM COMPR[SSIVE STR[NGTI-J OF 5,000 PSI IN 28 DAYS WHE"N TESTED Ill ACCORDANCE wrm ASTl.l D695 AT 7 J DEGREES. C. 71-JE fPOXY PASTE SHALL DfVELOP A 11/N/MUM TENSILE STRENGm OF J,000 PSI IN 14 DAYS WHE"N TESTED IN ACCORDANCE mm ASTl.l D6Ja 0. THE fPOXY PASTE SHALL OfVELOP A MINIMUM BONO STRENGm OF 2,000 PSI IN 2 DAYS WHE"N TfSTEO IN ACCORDANCE Wlm ASTl./ C8B2 (HARDENED CONCRETE TO HARDE"NEO CONCRETE). 6. REPLACE MANHOLE FRAME AND COVER. I SH.?ET I l "AS BUILT" ~ (~--.r-a-11_ RCE 2 8!7' EXP 3-J /-/4 D4<£ I REV l!'"W~p BY: "l.·Z1• I~ /1.J OAT!'" CITY OF CARLSBAD 1 sH3Ers I PACIFIC AVENUE SEWER NOTES AND DETAILS RECORDE"D: ROS 17271 BASIS OF BEARINGS AND COORDINATES ARE BASED ON NAO BJ (1991,.35 EPOCH) FROM CARLSBAD APPfQyW_alWAM £,E!WMER d:!2~1 /. ~,..,._, 04-l<l-C ENGINEERING MANAGER PE 28176 EXPIRES J JI 14DA1£ ELEVATION: PT/ 129 20.040 PTj IJO 40.910 NGVD29 CONlROL RECORD OF SURVEY 17271 UTILIZING POINTS BM-QC 155 ANO CLSB-130 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DR4AW7l4NG--6NO. CHKD BY: MB 5503-4 RVWO BY: TS I I I V') ":::J" rt) rt) .-+ N 0 -w 071012 0 ~ G) +:> -..J +:> I en f---· -.• 1-------------·· ' ----i-------- -----I-------+---------+-·---+--+---t--+---+---+-----+---+----------· -~-----------+--+---t------j-----j -------------1--,------·-------------+---+---+----+-----+----+--r------------- 111-----+----+---+-----1--t-----+--+---+---+---+---+----------- 1 -:: ~ ---------+-----+---+---+----+-- - ----------j -------------- r---------t------t--------r--------- -- ' ---- - I .. - -.. -',_ "- lf-----+---+--t--1--"~ ~ £XISiT. RIM 40.79 8 I -:-. 1 . . .... ' --·--· -- ------- 0, +--+---+---+-__ -_ -+---+--';;:+-_-_-_ -_+ RI/J 4' 4.1 . ·---·-.. ---.. (!) --------...... -... - Lu , - ---. --.,.- - ---1· ' -I • ' .,._ - ------------- --------I--- ----4 'J--+----+-----+--1--1--•,---+----+----4-_-1----1----+9 ..,-l ~ . -----f---------j ------- -----.. f-l----+---+---+---+------1--t-• 1t---35-~-~-ll ,r.. A·• ---- ------ +---+-----+----+----+--+---t·--+---+---+---___ ,. _____ ·-·----+--- .. -- +---+---+----+---+----+---+----. ---I· -e------------------- ---t----t----- -,---+-----+--------------------e------------I---I---- 1-------------- . - i I i - --r ---+---+----+--'--+--+------lf----'t---t--+---+---+----+-----+----+--+---t--+---+---+-----if--- ' i _, 1 -~--~--+---+---+--_ 1------+----+--_-+-_--+-_-+_~ -0+00 T.M. DIAL TOLL FREE 1 -800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1+00 2+00 ,1, PACIFIC AVENUE PLAN VIEW SCAL£ 1• = 20' ! i . NOTE: PRIOR TO BEGINNING 1H£ S£v.£R CONSTRUCTION, CONTRACTOR SHALL V/0£0 INSPECT 1H£ EXISTING S£W£R TO D£1ERMINE lHE LOCATION ANO DEPJH Of £ACH £XISTING LA 1ERAL CONNECTION. PROV/Of RECORD£D V/OEO INSPECTION ON DVO lt11H WRITlfN REPORT TO £NGINITR. CONSTRUCTION NOTES: (!) 0 Q) CONSTRUCT NEW 48 INCH DIA. MANHOLE PER S-J. CONSTRUCT 8 INCH DIA. SDR 35 PVC PIPE. RECONFIGURE £XISTING MANHOL£ TO INlfRIOR DROP MANHOLE PER MODIFIED CSO S--2 AND REHAB/UTA T£ IN1ERIOR OF MANHOLE ~Tl-I EPOXY COATING SYS1EM, RLS 405 OR APPROl/fD EQUAL LOCA 7f AND CONNECT EXISTING 5,£1\fR LA 1ERALS TO NEW PIP£UNE PER CSD S-7, TYP. ALL TRENCH WORK SHALL 8£ REPAIREO P[R CSO GS-25 DEMOLITION NOTES: ill III [II REMOVE UPPER 12-INCHES OF EX!STING S£v.£R CL£ANOUT AT STA. 1+76 AND PLUG £ND OF ABANDONED MAIN ~Tl-I C£M£NT MORTAR. ABANDON IN PLACf [X/STING 6" Sifv.fR. PLUG ABANDONED PIP£UN£ ~11-1 CfMENT MORTAR AT fACH OF Tl-IE EXISTING LA 1ERAL CONNECTION POINTS. RfM0\1£ UPPER 12-INCHfS Of CL£ANOUT AND PLUG £XISTTNG 6" VCP ~TH CfMENT MORTAR. SEWER PIPELINE DATA TABLE NO. B£ARING L£NG1H (FT) REMARKS/MA 1ERIAL U I N 57'55'54" E 176.85' 8" PVC, SDR 35 I\ /lS-8t.J!LT ,._,_ofES~Iu,v-1< ~ ,:r ,._ !::? TERRY L SMITI-1 <> "' w "' "' "' No. 42979 .... E,q,. 03/31/14 ,t-✓ :r\. ~if/I -, ,ic.-/ K OF c~6 ~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL 01HIJI APPROVAL 071012 "AS BUILT'' 4'd4'i 6;;;a,_. =? • i-a-n RC• 28/76 E:xP 3•J /-If--OATE' I SH3~T I CITY OF CARLSBAD I sH3rs I 0 V, ENGINEERING DEPARTMENT ~ ~ (I) G) ~-R5lf: (I) rl PACIFIC AVENUE SEWER w .i::,. PLAN AND PROFILE ~ -..J .i::,. w ' O'l APPROVED ~LUAM ~MMER 4-f/40'.ff'l t'. ·"''"' 04 ·.,,, •/; ENGINEERING MANAGER PE 28176 EXPIRES J/Jf/14DATE OWN BY: I PROJECT NO. I DR474°Jo. DATE INITIAL CHKD BY: MB 5503-4 CITY APPROVAL RVWD BY: TS