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Home My WebLink AboutDWG 460-5; 3873; BEECH/HOME PLANT LS INFLUENT REPLACEMENT; 01-10CONSTRUCTION PLANS FOR THE BEECH AVENUE SEWER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT (PROJECT NUMBERS" 3873 & 5512) CITY OF OCEANSIDE PROJECT VICINITY 78 CITY OF ENCINITAS VICINITY MAP NO SCALE DRAWING INDEX SHEET NO. DWG. NO. G-1 2 G-2 3 C-1 4 C-2 5 C-3 6 C-4 7 C-5 a C-6 9 C-7 10 c-a CWG: H:\Carlsbod\ 17104.01\CAD\Planset\G-01 .dwg USER: decostroJ1 JATE: Jul 22. 2009 8:00am XRffS: 860-5 2s0 BEE C-BD DESCRIPTION TITLE SHEET GENERAL AND PROJECT NOTES BEECH AVENUE SEWER PLAN & PROFILE -STA 10+00 TO STA 20+23.93 BEECH AVENUE SEWER PLAN & PROFILE -If SERVICE LNES BEECH AVENUE SEWER -CROSS SECTIONS/DETAILS HOME PLANT LIFT STATION INFLUENT SEWER PLAN & PROFILE -STA 1+00 TO STA 3+14.35 HOME PLANT LIFT STATION INFLUENT SEWER STAGING AND ACCESS PLANS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS KIIMwllat'I below. Cal llefollJOQIII, CALL 811 AT LEAST TWO)AYS BEFORE YOU)IG UNDERGROUND SERVICE ALERT Cf SOUTHERN CALfO!NIA /' AECOM Water AECOM USA, Inc. 7807 Convoy Court Suite 200 San Diego, Ca. 92111 T 858.268.8080 F 858.292.7432 www.oecom.com , AECOM CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN J. KULCHIN -COUNCIL MEMBER MATT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER * LISA HILDABRAND CITY MANAGER GLENN PRUIM PUBLIC WORKS DIRECTOR AUGUST 2009 . ~&zk/4";~~· ~~ ~ s,1.s-12. I -,, ~ RCE 2 8/ 7(. No. 27 EXP. 0.'3-3/-/4 DATE r_. Ol-1-10 * ;v~ REVIEW£ BY:~ /' ~ / ~, 'a.,,r· J_1 ,.,{_) 1/16/?z.. DATE INITIAL INSPi CTOR ~ 1 Dlli ENGINEER Cl' WORK I ' PROJECT LOCATION (HOME PLANT LS INFLUENT SEWER)) PROJECT LOCATIO (BEECH AVE SEWER)~ e-.<J'; ~ </) ""'""' 1J ~ t? 0~ ~.> LOCATION MAP NO SCALE "DECLARAfION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I ,M THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CiECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJ:CT DESIGN. FIRM: BOYLE ENGINEEllNG CORPORATION ADDRESS: 7807 CONV!Y COURT, SUITE 200 • .. CITY ST, __ SAN_D_IE_GO~,_CA_U_FO_R_N_IA ___ _ TELEPHONE: 858-268-8)80 BY: ROMM K. OBZEJTA DATE: R.C.E. NO.: •2720 REGISTRATION EXPIRATION CA TE: 03/31/10 II\ 45-BUILT I SH1ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT BEECH AVENUE SEWER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT TITLE SHEET - G-1 w 0 APPROVED: WILLIAM E:5~MER _,M· ~ . ~ 'J... IO-M-09 PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER DATE OWN BY: JDC PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: RKO 3873 & 5512 460-5 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: JM GENERAL NOTES 1. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 2. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 3. NEITHER THE CITY, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 5. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS SHALL CEASE IMMEDIATELY, AND THE PERM I TEE SHALL NOTIFY THE CITY ENGINEER. OPERATIONS SHALL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 6. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 7. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 8. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 9. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 10. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EVACUATE" WILL BE VALID. FOR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 811 TWO FULL WORKING DAYS BEFORE YOU DIG. 11. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) 'CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) €AN DIEGUITO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT .YALLECITOS WATER DISTRICT *OUVENHAIN WATER DISTRICT •BUENA SANITATION DISTRICT * AS APPROPRIATE 12. REFER TO THE GENERAL PROVISIONS FOR A UST OF ABBREVIATIONS. STREET NOTES 800 422-4133 800 660-7343 800 892-0123 760 438-77 41 760 806-9809 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-0460 760 753-6466 760 726-1340 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING IMPROVEMENTS AND THE CITY WILL ENFORCE SECTION 7-9 OF THE GENERAL PROVISIONS SPECIFICATIONS. 2. ALL EXISTING IMPROVEMENTS INCLUDING SIDEWALK, CURB & GUTTER, A.C. OR P.C.C. PAVING, WHICH WE ARE DISTURBED IN CONNECTION WITH THIS PROJECT SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT AND CAPPING. 3. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 4. PAVEMENT REMOVED FOR TRENCHLESS SHAFTS SHALL BE RESTORED IN ACCORDANCE CARLSBAD STANDARD DRAWING GS-25. DWG: H:\Corlsbad\ 17104.01\CAD\Planset\G-02.dwg USER DeCastroJ1 DATE: Ma11 14. 2009 7:51am XREFS: 860-5 2s0 BEE C-BD SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (2008 EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES ANO APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS ANO NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION (GREEN BOOK) AND THESE PLANS. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITYS ENGINEER AND SUPERINTENDENT. 4. CONTRACTOR SHALL REPLACE EXISTING SEWER LATERALS PER CITY OF CARLSBAD STANDARD DRAWINGS S-7 AND S-8 (FOR DEEP CONNECTIONS) MODIFIED AS FOLLOWS: POTHOLE EXISTING LATERALS AT THE CURB LINE BEFORE CONSTRUCTION OF SEWER LINE B-1 AND 8-2. SUBMIT POTHOLE DATA TO THE ENGINEER. REPLACE SEWER LATERAL UP TO THE CURB LINE, CONNECT TO THE EXISTING LATERAL WITH COMPRESSION OR SOLVENT-WELDED TYPE JOINT. WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWO OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. CONSTRUCTION OF WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 4. PROTECT ALL EXISTING WATER SERVICES IN PLACE. DAMAGED WATER SERVICES SHALL RECONSTRUCTED PER CARLSBAD STANDARD DRAWING NUMBERS W-3, W-3A, AND W-4 TO THE SATISFACTION OF THE ENGINEER. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL DAMAGED OR DISTURBED SIGNING, STRIPING AND PAVEMENT MARKINGS. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), AND THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 8. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 9. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 10. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 11. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 12. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. --.. /] "AS BUILT" AECOM Water AECOM ~-· ~ ~ z -;::;:u✓ltt#-~ AECOM USA, Inc. 2 0 r, RCE 23/7(, EXP OJ-3{-f+ J-31-10 : 7807 Convoy Court Suite 200 San Diego, Ca. 92111 ~~1' c,v,~~~ REVIEWE 8Y6./f.,&1 T 858.268.8080 F 858.292. 7 432 ./I ·,1-~ www.aecom.com ' ~ CJ-w-~--, INSPECTOR LEGEND IMPROVEMENT SEWER MANHOLE CITY OF CARLSBAD STD DWG S-1, S-1A, S-2, S-4 SYMBOL -s--o SEWER MAIN __ -s SEWER LATERAL CONNECTIO~ ... -~ S::: 7;. §:P,(9eEJ'/fEe.r,J!lt2ll11. f--- MANHOLE TO BE REHABILITATED WATER GATE VALVE 2" BLOW-OFF ASSEMBLY 2" MANUAL AIR RELEASE ASSEMBLY EXST CABLE TELEVISION EXST GAS EXST ELECTRIC EXST IRRIGATION EXST SEWER EXST SEWER FORCE MAIN EXST STORM DRAIN EXST TELEPHONE EXST WATER MAIN EXST FIRE HYDRANT EXST WATER SERVICE EXST SEWER MANHOLE SURVEY MONUMENT BORING PROPERTY LINE OR RIGHT-OF-WAY NOTE: W-16 W-6 W-6 ■ ---CAN --- ----G---- ----E---- ----IRR---- ----S---- ----FM ---- ----SD---- ----T---- ------w-- ----0 THE NUMBER FOLLOWING THE PIPING SERVICE INDICATES NOMINAL PIPE DIAMETER. BASIS OF BEARINGS & COORDINATES (HOME PLANT LIFT STATION INFLUENT SE'M::R) NAD 83 (1991.35 EPOCH) CLSB-129 N 2005601.527' E 6223329.966' RECORD OF SURVEY 17271 3" SAN DIEGO COUNTY DISK MONUMENT IS IN llHE TOP OF A CONCRETE SIGNAL BASE, 500 FEET NORllH OF COAST HIGHWAY 101 INTERSECTION WlllH RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN llHE BACK OF CARLSBAD WATER FACILITY CLSB-130 N 2003724.503' E 6224845.188' RECORD OF SURVEY 17271 2.5" DISK STAMPEI CLSB-130 LS. 6215 MONUMENT IS IN "HE SOUTIHEAST CORNER OF DRAINAGE BOX INLET AT llHE END OF CURB RETURN IN llHE NORTIHEAST CORNER OF GRAND A VENUE AND WASHINGTON STREET, 52 FEET 'M::ST OF RAILROAD TRACKS AND 40 FEET NORllH OF llHE CE'<TER OF GRAND AVENUE. BASIS OF BEARINGS & COORDINATES (BEECH AVENUE SE'M::R) llHE HORIZONTAL DATUM FOR llHIS PROJECT IS BASED ON A GROUND COORDINATE SYSTEM REFERENCING NAD83 (CORS 96) (EPOCH: 2002.0000) AS DERIVEC FROM GPS OBSERVATIONS. NGS OPUS SOLUTION WAS BASED ON CORS STATIONS: DG4677 BKR1 EAKERSFIELD1, D10894 PL05 POINT LOMA 5 & D13566 CAE1 ESSEX 1. llHE DERIVED GRID COORDINATE (SPC 0406 CA 6, EPOCH: 2007.1776) WAS HELD AS llHE GROUND COORDINATE FOR ESTABLSHED GPS BASE STATION PT#1 AND IS llHE ORIGIN OF SCALING GRID TO GROUND. llHE BASIS OF BEARINGS FOR llHIS SURVEY IS llHE GRID BEARING OF S.10'09'20'E. FROM PT #1 TO PT# D10894. "HE COMBINED FACTOR FOR SCALING GROUND TO GRID IS 0.99996168 AS DETERMINED AT PT@. PT #1 GRID ~ GROUND N 2003669.657 E 6223757.250 PROJECT LOCATION SOURCE OF TOPOGRAPHY (HOME PLANT LIFT STATION INFLUENT SE'M::R) CARLSBAD BLVD SOUllH OF STATE STREET PROJECT LOCATION (HOME PLANT LIFT STATION INFLUENT SE'M::R) TOPOGRAPHY lASED ON GROUND SURVEY PERFORMED BY RIGHT-OF -WAY ENGINEERING SER\1CES, INC. ON MARCH 2008 ( ) BEECH AVENUE SE'M::R SOURCE 07 TOPOGRAPHY CARLSBAD BL VD SOUllH OF STA TE STREET (BEACH A VENlE SE'M::R) TOPOGRAPHY 3ASED ON GROUND SURVEY PERFORMED BY KRIEGER & STEWART ON 03-06-07 AND AN AERIAL SURVEY PERFORMED BY AEROTECH SURVEYS 03-09-07 II\ ';JS 111//LT" 5-6-12. DATE l,#6Ht.-DAlE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL ifATE . REFERENCE DRAWINGS DRAWING NAME Cl TY Of CARLSBAD DOWNTOWN FORCE MAIN OCEAN STREET SEWER -BEECH A VE LINE BEECH AVE WAllER LINE IMPROVEMENTS IMPROVEMENT PLANS FOR CARLSBAD BLVD HOME PLANT SEWAGE PUMP STATION PLANS FOR llHE CONSTRUCTION OF llHE HOME PLANT PS FORCE MAIN SDG&E 364-1662, 26-324, 26-326, 26-358, 26-359 mu NUMBER 133-9 188-9 195-3 291-2A 315-2 315-28 (R 0501 ao, CR 0502 oc, CR 0502 cc, CR 0502 cd, CR 070 2b BENCH MARK (HOME PLANT LIFT STATION INFLUENT SE'M::R) DESCRIPTION: 3• SAN DIEGO COUNTY DISK, CLSB-129 LOCATION: TOP OF A CONCRETE SIGNAL BASE 500 FEET NORllH OF COAST HIGHWAY 101 INTERSECTION 11117H RAILROAD TRACKS, 14 FEET EAST OF TRACKS, IN llHE BACK OF CARLSBAD WATER FACILITY RECORDED: RECORD OF SURVEY 17271 ELEVATION: 20.040' DA TUM: NGVD29 BENCH MARK (BEECH AVENUE SEWER) DESCRIPTION: 2.5" BRASS DISK, CLSB-130 LOCATION: S.E. CORNER OF CATCH BASIN TOP AT llHE N.E. CORNER OF GRAND AVENUE AND WASHINGTON STREET RECORDED: 05/18/2001 ELEVATION: 40.91' DA TUM: NGV029 SUBSURFACE UTILITY DATA SUBSURFACE UTILITY DATA DEPICTED TO LEVEL C AS DEFINED IN "STANDARD GUIDELINE FOR llHE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DA TA• Cl/ ASCE 38-02. SUBSURFACE UTILITY DATA FOR BEECH AVENUE SEWER BASED ON PRELIMINARY CONSTRUCTION PLANS FOR BEECH A VENUE SE'M::R PROJECT BY KRIEGER & STEWART, JUNE 2007. CALL 811 AT LEAST TWO DAYS BEFORE YOU DIG ~ .... below, 61111181 t1g. OIIJl)II UNDERGROUND SERV~ ALERT Of SOUTHERN CALIFORNIA I SH2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT BEECH AVENUE SEWER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT GENERAL & PROJECT NOTES G-2 w 0 APPROVED: WILLIAM E~MER -M44A < .,__,_ I <!J -'7 e, -a, PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER DATE - OWN BY: JDC PROJECT NO . DRAWING NO. DATE INITIAL CHKD BY: RKO 3873 & 5512 460-5 CITY APPROVAL RVWO· BY: JM ,,. 112• PJ E, S £. P C. ,E( TJ' "<: 3 72 6. 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P~c5 - AECOM USA, Inc. 7807 Convoy Court Suite 200 San Diego, Ca. 92111 T 858.268.8080 F 858-292.7 432 www.aecom.com RCF ?.8/7(, EXP 01-'1J-t<f · ' DATE t---+----+---------------------+--+-----1---1-----1---l .u2'((/«t<~. ~ ~.,, • ., "'~-j /\_,,_-A• PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER DATE ' I .,,~ A,-, t---:D:-cAlE::--+-cclNl:=-TIA:c-L-+-------------------+----+-----l---1----l OWN BY: JDC r//b//'-DAlE INITIAL DATE INITIAL CHKD BY: RKO REVISION DESC"PTION ' O(TE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: JM PROJECT NO. 3873 & 5512 DRAWING NO. 460-5 I (fl j I 'I:-, ti X w I I 40' w z __J ._ a,: a,: 3 ~ (fl 'I:-, 'bo ~ ti /;5 Q z . w > o~ a &: a,: iJi -........ 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' THICKNESS OF THE EDGE GRIND AT THE GUTTER SHALL BE 1.5" I OCEAN STREET GARFIELD STREET 5' COLD ~ILLED AREA SECTION NO SCALE 1-1 /2" AC OVERLAY D 5' l COLD MILLED AREA EXSTING PAVEMENT NOTE: COLD MILL 1 O' TAPER AT EDGE OF CROSS GUTTERS SECTION (VICINITY STA 1~+00) SECTION c BEECH AVENUE RESURFACING PLAN A SECTION B DETAIL 1 HORIZ: 1" =20' VERT: 1" =8' HORIZ: 1• =20' VERT: 1" =8' HORIZ: 1" =20' VERT: 1" =8' SCALE: 1" =80' • E EXST 8" VCP CONC ENCASED SWR '-i I I CARLSBAD I \ ~ UL V R~ STA 20+23.93 . ,If I ~ ~ ~ NEW MH NO. 5 , , STA 17+32.57 STA 20+07.29 I f 1( f' l NEW MH NO. 3 _.,.. 'o •~· ~ o -I -1 '-' I STA 20+57.68 EXST MH NO. B ~ \ , I ~ , I . ~ i ~l i " OCEAN STREET STAGE 2 PHASE A 1. CONSTRUCT NEW 12" SEWER BETWEEN NEW MH NO. 2 AND NEW MH NO. 4, INCLUDING NEW MH NOS. 2, 3, AND 4. PHASE B 1. CONSTRUCT TEMPORARY SEWER BY-PASS SYSTEM BETWEEN EXST MANH)LE IN THE VICINITY OF STA 17+80 AND EXISTING MH NO. B AT STA 20+58. ICIIOl!IW!lafsbelow. Call before you Ilg, 1. REPAIR EXISTING 8" VCP SEWER UPSTREAM OF EXST MH NO. 8. 2. CONSTRUCT NEW SEWER MH NO. 5 OVER EXST 8" SEWER. ALLOW FOR SEWER FLOW FROM THE EXISTING LINE THROUGH MH NO. 5. 3. CONSTRUCT NEW 12" SEWER BETWEEN MH NO. 4 AND MH NO. 5. 4. RECONNECT SEWER LATERAL TO NEW MH NO. 3. 5. REMOVE TEMPORARY SEWER BY-PASS SYSTEM. TRAFFIC CONTROL CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS FOR ALL PHASES OF WORK. THROUGH TRAFFIC MUST BE MAINTAINED ALONG BEECH AVE. CLOSURE OF BEECH Al£ AND WASHINGTON ST WILL NOT BE ALLOWED. COORDINATE WITH NCTD BUS DIVISION FOR REQUIREMENTS ALONG BUS ROUTE THROUGH WASHINGTON ST AND BEECH AVE. CALL 811 AT LEAST TWO DAYS BEFORE YOU DIG NCTD 24-HOUR EMERGENCY LINE: (760) 966-6700 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DWG: H:\Carlsbod\ 17104.01\CAD\Plonset\C-OJ.dwg USER: DeCastroJ1 DATE: Mav 14. 2009 7:57am XREFS: 860-5 2s0 BEE C-80 C-VA2 C-RP2 C-HA , BEECH AVENUE SEWER STAGING PLAN DETAIL 2 SCALE: 1" =80' NOTES: 1 CONTRACTOR MAY SUBMIT AN ALTERNATE STAGING/BY PASS PLAN - PRIOR TO THE START OF CONSTRUCTION. 2. SEE SPEC SECTION 330132 FOR BY-PASS PUMPING REQUIREMENTS. 3. CONTRACTOR SHALL HAVE AN APPROVED PERMIT FROM CMWD PRIOR TO PERFORMING ANY WORK ON THE WATER LINE. CONTRACTOR SHALL CONSTRUCT A WATER BY-PASS SYSTEM TO MAINTAIN WATER SERVICE DURING CONSTRUCTION. PHASE A 1. RELOCATE 8" WATER LINE TO ALLOW CONSTRUCTION OF SHAFT AT STA 11 +91. PHASE B "AS 2. CONSTRUCT TEMPORARY SEWER BY-PASS SYSTEM ALLOWING FOR CONSTRUCTION OF SHAFT AT STA 11 +91 AND WORK DESCRIBED IN PHASE A, ITEM 3 BELOW. 3. CONSTRUCT NEW 12" SEWER BETWEEN MH NO. 1 AND MH NO. 2 ANC NEW MH NO. 1. RECHANNEL AND REHABILITATE EXST MH IN INTERSECTION OF 6EECH AVE AND GARFIELD ST AND CONNECT EXISTING SEWER PIPES TO MH NO. 1. REMOVE TEMPORARY BY-PASS SYSTEM. 1. CONSTRUCT TEMPORARY SEWER BY-PASS SYSTEM BETWEEN EXST MH NO. A2 (SOUTH OF EXST MH NO. A) IN OCEAN ST AND EXST DOWNSTREAM MH APPRCX 403' NORTH IN OCEAN STREET. 2. CONSTRUCT NEW 12" SEWER BETWEEN EXST MH NO. A AND NEW MH NO. 1. CONNECT EXST SEWER LATERALS. RECHANNEL AND REHABILITATE EXST MH NO. A. 3. REMOVE TEMPORARY SEWER BY-PASS SYSTEM AND PUT NEW SEWER NTO SERVICE. BUILT" 1/\"IIS·Dl/ltT" ~~ AECOM Water AECOM ~ ,t.pq /42,(7/4 7 -,~ff'.1......._, o.r-~1.f~IZ 'I~ 1,/. -, ~ 0 Q~ AECOM USA, Inc. RCF '28/7(, EXP. OJ •'JI• If DATE ':;J 7807 Convoy Court Suite 200 &p0l--10 San Diego, Co. 92111 I·~ ~, ✓-... ~~· REVIE~• T 858.268.8080 F 858.292. 7 432 ~ ~ CftJ--,.L. ~-k,,v 1/J~#l-DAlE INITIAL www.aecom.com REVISION DESCRIPTION INSI CTOR 7 'DATE ENGINEER Of WORK - ' PHASE C 1. CONSTRUCT NEW 8" SEWER LINES 8-1 AND 8-2 AND CONNECT EXST SEWER LATERALS. 2. ABANDON EXST 8" SEWER PIPE AND MANHOLES AS SHOWN ON PLANS. DAlE INITIAL OlliER APPROVAL CONSTRUCT PLUG IN MH NO. 5 UPSTREAM CONNECTION TO THE EXST PIPE (CONSTRUCTED IN STAGE 1, PHASE 2). REPAIR CONCRETE BASE/FLOW CHANNEL. '· C-3 I SH5ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 BEECH AVENUE SEIVER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT BEECH AVENUE SEWER CROSS SECTIONS/ DETAILS APPR/4D: Wl~LIAM E. ~ -4 ~ ... e" ,_ .... _ u,~u-oo PE: 28176 EXP: 03/31/10 DEPUTY CITY ENGINEER DATE -,,- OWN BY: JDC / PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY: RKO 3873 & 5512 460-5 RVWD BY:, JM CITY APPROVAL ----I----.!-------1----1----1--+-. ~+-+-+--+--+--+--+---+--+--+---+--+--+--1----1--+--<----~--+--+-------I---1------1----____ L ___ L ___ ---I-______ _I---_ _ --,_ __ +--+----t---·---·---' -;---1-------------t------- --- ------------1----,- ··r'·--·f-··1--.-,---·-- -I-· ----I---- -----I--·--1------ --+--1---------- t--+-+-+--+-+-+---+---+-~--+--+----+·----·---+-+-+- -.. ---1----- t--+-+-+--+-+-+-+---+--+--+--~---+-+-+-+-+-+-+--+--,___+-+--+--+--~t-t-+--+- ,,__~--' , - ----... · +--+--+---t--+--+---+--+--+ --t--+-+- ------------. -··--------+ -+-+-+-+-r--lf-t---lf-+--+-+-+------1------l----t------l-------l----+-_J__ .----l-------l---__J____J__ -----t-----1----1----1----1-----·- 0 .. __ .. __ -~ -----------·-----· -·-· --·-·· --· -.. --··----I---~---1-----1-------1---r--·-----~+--+--+--+--+--+-+---+--+--1-------1-----1--1--+--1------+--+-+----+--->----l--+--I-------1-·11·urrt·-+---+--+--+-+---+--I---+---------· ---r1-,_.,1-,1"3'-'4t144=!==!==!==t=t=·-++--~-~-=-*=-~--=--1=t=-=--·t=:J=t=11-~-'1--¥._~":i'' =i==i~=-=::j~-=-r:--_:i:---=--!::-=---t--=-:l=:l:-=i=:1:-=±:±:±±±~'~. ~4tl'I--H-------------•-·--- ----ll---+--+--+--+--+--+--~-+--+--+--+--+--+---+-+---t--+--+--+--+-----1-----1------1------1---, ··-L... .• --1----1--+-+--<--1-----1----... _ --1-----·----_L. ------L.. -----L---------------------+-+--+--1----1--- ~+-+--+--+--+---+--+--+--+--+--+--+--+--+--+-+--+--+--+-----1------1--+-+-+-+--+-+-+---1------~ _.____j__ __ L__ -. --- ~+-+--+--+--+--+-+--+---+--+---+--+--+--+-+--l-----l----+-+-1------1------1--+---'--+-+-+-+---+--I-----+--+--+------- 1--t-t-+-+-+-+-+-+-+-+-++-+-+-+-+-+-+-+-l---+--+--+----I--+--+--+--+--+ ----·-----·-1----·-.. ' ----+-+--+--+-+--+-l---1---<I---~---.. -··----·-1----·-C - ~+-+-+-+--+--+-+--+---+--+---+--+--+--+--+-+--I----+--l-------+-+-t--t--+-+-+-·-1---+-+-+--+-----+---+---+--t--+-+-+-+--+--+-+--+--+-t------+-+----------.... -----+--+--+--+--+--t-+-+-+-1--+-+-+--+-+--+-+--+-----l-I-I-----1--------- NCTD 24-HOUR EMERGENCY LINE: (760) 966-6700 155-?00-02 CARLSBAD 1 +00 2+00 3+00 • ✓✓-', ,6 -~ , I r,===================,l / , ,. EXST HOME PLANT/ ~-------- + .;:J \ CAUTION: 1 1-¼1,' 0,1/ OVERHEAD HIGH VOLTAGE ELECTRICAL POWER LINES. 1 ss~200~0,'! EXST 10' WTR ESMT .-EQUIPMENT MUST MAINTAIN MINIMUM 15 FOOT RADIAL J\;JcJ'vJAHAJ\J SEE DWG C-5 .'/ LIFT STATION ,a ~ ', :::l CLEARANCE FROM OVERHEAD POWER LINES TO 1 ' I ..::"',,_ ✓--\ \, PREVENT ARCING OF ELECTRICllY AND POSSIBLE ABANDO E ST " ,/ /, r/,' ~ <t.°,'J \\ ELECTROCUTION. ,-N X l5 VCP EXST 8' SWR ESMT '(> SEWER BY PLUGGING W/ /4, /, ~ SEE DWG C-5 e, 20 -03 ;;A SEE Nor~-_l ~,~ \___, coNc AND FILLING w; 2 ,~,~ , ' r ,~ ~ v-~ ,A -~ < SACK CEMENT sLuRRY 1 I / CJ--~SBAD ; ~ lj,11-~, "' 1 ',; j__/i~ij_~JJ, !,; STA 3+14.27 / , ~ , 'o"' ~ 0 " .; \ ~ , 1 -// / EXST MH NO. D ~'( ~\, / ' /~ . -C;i" . . . c .-,__, ~ } Jr /~ ~ <le ,c•'' LI 1 •J 32.88± RIM y VAULT ..§:,,£---.1 ~ -~'¾ ,, · ,,,..., .. EXST 8" ACP / , ff ,,}c;>' ~ BLDG ,; Q J , ! ·'--~r-'~~ 1-~ / -¼ / ; RECHANNEL & REHAB SEWER FM (ABANDONED) / / 1 ... f :o'/ ~ 1 ~ts c ~ \ '\o .,._ ~-1 I 0 , W/ EPOXY PER SPEC ----=-/ NCTD R/W UG '-,--____J ½-,---ff '0 11c · ! -E~ -'/~: , t--• ~ ~ --t-----J.---I ;~ i' < ~ ~~\" • M'f-,/1/rr,-,-,n,,--~;t~ ~~~LAR c~ ~ A~ANDON£Dj -~~ \ \-_;: ---t--,'-lr----1 ~-'h--¥+.-'4'1.\ " ,-_\'\ \~, -----'~ -~" 7 ll'l'//j;;// ~ ~-,--._______ ~ "'~----'--~ -----1 IR ___ C:::: IR~ I#,.--+~ -, • _,._cb,\ . ...< '"' ,:_:' k- ji zd ~"'"'s 0 / (,1 BUSHES r ----\-1 co ~... J~x·\ "\ V x\'~ .<\,/\\"'~ \ &~~_,:~ 'l;l i < _-_--s '\,15" VCP---~ ;~ -'~ ~:~ , _ _,, 6-("' : r~~ ~/~ '~ \ ~\\ ' , ·('~( '\a. \~\~\~\ i · ,._ s \; 8" AC~W~WR 1-:-c-.:...\-~i-~;,__,~_tj_~T---'1__:!~~~0i,i,'i~g!__ __ c_____ _Ji ~ Ov'-O~s-2 -z JLsHA~/A~-.:\~ d-ti; R , ,'fl •'-' ; \ -...: . ' ' ~s-1 PR;T~C~ABAND) -31.97± RIM L________ =~-__,,-r~o· 7 "}EE !,O~E 2 ~~\) <-'~-~ 'fl . \., • SHA, ~ ', '1 '~ EXST TREES N 2005459.15 .1 r r ?OO 'I .1 ,,--. \ ,....-, ------------=1__ '\~' ~,,\ ? , -\ IN PLACE E 6223617 12 :::>:J --/ , -Z 0 , \ .w(\ --, • ' \\ , . ~ ---...___ / G~,., -;?-----------.,-r " -tt i« '3: --------"c---\.; . ;-5,;, \ 2 0-t ---- NOTES: 1. 2. 3. 4. LOCATION OF EXST IRRIGATION SYSTEM IS UNKNOWN. RECONSTRUCT "IN KIND" IRRIGATION PIPES AND SPRINKLERS DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. POTHOLE EXST Ht" PVC SWR FM PRIOR TO CONSTRUCTION & ADJUST SHAFT LOCATION AS NECESSARY TO PROTECT PIPE. HYDROSEED DISTURBED VEGETATED AREAS PER SUPPLEMENTAL PROVISIONS. REMOVE AND REPLACE FENCING AS DETERMINED NECESSARY FOR CONSTRUCTION. I I I __ L -I I I 155-200-13 NCTD , -I---- - - -----. ~~g~¢N~~~ fp:iHAB W/ J\JCTD ---...___ / 2s· WlR: / '--\ ~( ' ► t~ ~;:~oa~,_ --. "'%, ~.,~\ :E~, 'c-s .I \ ~~-~A-N~30_~0~1:5~1-:-,r-_-_ ---EXST ~HAIN----------------C-4 SECCTION 099720 ~ , \ (('.' \ ~ 33.42± llM LINK FENCE r;=;;::;-;:;-;==::;;;;;;::::;:;;=:;::==::;:;=:::::=;'.~==;::::::::~ STA 1+11.31 ~-~, ff\~\----------~1 AN '~~~~ "~~~ " "\ "' ,\\ \'-~~~1~'s6vi-~~ED SEE NOTE 4 I sH6En I CITY OF CARLSBAD ~o SUBSURFACE UTILITY DATA DEPICTED TO LEVEL C AS DEFINED MH NO 10 , ------'\ '' !:-fi ~ \ \ \'\ 1~ " '\,\\ N 200534412 ENGINEERING DEPARTMENT ~ IN "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION 31.21±. RIM ,,a, _.. ---~ \ . \ 1"~f0' \ \: 1\; , \ \ ' ~ '\ E 62237B:62 BEECH AVENUE SEWER AND HOME PLANT OF EXISTING SUBSURFACE UTILITY DATA" CI/ASCE 38-02. 5' DIA, PVC LINED PER CSD S-1A //\ a--;f9r-M;r,rll'l/_,1l,;,-,,,,----------------.--~-~-----l llFT STATION INFLUENT SEWER REPLACEMENT N 2005448.11 ~~,.__ "AS BUILT" " HOMEPLANTLIFTSTATIONINFLUENTSEWER • • • ICnoltW!lat's below, Callbeb'lyoullg. CALL 811 ATLEASTTWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALJFORNIA OWG: H:\Carlsbad\ 17104.01\CAD\Plonset\C 04.dwg USER: DeCastroJ1 20 10 0 ~ J IJATF. Mov 14. /009 7.57am XRFFS. C-RP C-XUP C-F3[) C-VA oorcel-clm E 6223619.59 AECOM Water AECOM ~r,~ -~ ~/4, L-~,._,__ o. f'-t> -IZ-i------t------t--------------------+--+--+----1-----1 ~====P=LA=N=&=P=RO=F=IL=E=-=ST=A=1=+-=00=T=O=S=T=A=3+=1=4.=35====! ~~~~MCo~~~ l~~~rt Suite 200 •"' ~-:;,]'• : RCF ?BQ(, EXP. 1-~/-/t{-DATE 1-----t--+--------------------1------1----+-----1----l _A;:~:AM~ ~,-••• ~ -/0-20-o/ San Diego, Ca. 92111 / ~ c .I __ 1--~R_I_W--B-Y--. ~---'4--u,,t/ _______ __j PE: 28176 EXP: 03;31/10 DEPUTY CITY ENGINEER DATE T 858.268.8080 F 858.292.7432 C:-1lf /VI'-~ www.aecom.com CF e11>\'-J'/2 ~,/1,; A2., DAlE INITIAL DWN BY: JDC PROJECT NO. DRAWING NO. ~•// REVISION OESCRIP'ION DATE INITIAL DATE INITIAL CHKD BY: RKO 3873 & 5512 460 5 IN ECTOR 00E ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWO BY: JM -- 20 I 40 I 60 I ~o ;~ c:n.i::,, Q, c:n I-' ? 0 1.11 NCTD GENERAL NOTES: 1. FOR ALL EMERGENCIES AFFECTING THE TRACK ANO TRAIN SAFElY, CAL NCTD'S 24 HOUR SECURllY OFFICE AT (760) 966-6700. 2. ALL PERSONNEL ENTERING THE RAILROAD RIGHT-OF-WAY SHALL COMPLY WITH NORTH COUNlY TRANSIT DISTRICT (NCTO) REQUIREMENTS. FAILURE TO COMPLY WILL BE GROUNDS FOR TERMINATION OF WORK ANO R£VOCATION OF THE RIGHT-OF-ENTRY (ROE) PERMIT. ~ 3. PRIOR TO THE START OF CONSTRUCTION ANO AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL INCLUDING SUBCONTRACTORS ANO THIRD PARTIES SHALL COMPLETE'S NCTD'S CONTRACTOR SAFElY TRAINING COURSE. CONTACT LEE KUHNS AT (760) 967-2851 TO ARRANGE TRAINING. 4. THE ROE PERMITTEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, ANO REVIEW COSTS AS REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7 AM TO 5 PM, MONDAY THROUGH FRIDAY, WILL BE CHAR<EO AT 1.5 TIMES THE STANDARD HOURLY RATE. 5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTO, THE ROE PERMIT, P~OJECT PLANS ANO SPECIFICATIONS, ANO THE JOB SITE NCTO FLAGMAN/EMPLOYEE-IN-CHARGE (EiC). THE ICTO FLAGMAN/EiC HAS SOLE RESPONSIBILllY TO PROTECT THE RAILROAD INFRASTRUCTURE ANO OPERATIONS. AT ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE FLAGMAN/IEC'S DIRECTION. 6. ALL PERSONS ENTERING THE RAIIBOAO RIGHT-OF-WAY SHALL HAVE TAKEN THE NCTO SAFElY TRAIMNG COURSE ANO SHALL HAVE THE NCTO SAFElY STICKER AFFIXED TO THEIR HARO HAT. 7. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY WITHOUT A RIGHT-OF-ENTR!' PERMIT, FLAG REQUESTS SUBMITTED TO NCTO A MINIMUM OF 3-BUSINESS DAYS PRIOR TO WORK, ANO A N1:TO FLAGMAN PRESENT DURING ALL CONSTRUCTION ANO RELATED ACTIVITIES. 8. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL ANO THIRD PARlY PERMITS AS REQUIR[O BY THE WORK. 9. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT OPERATOR 10 HAVE CONSTANT ANO DIRECT RADIO CONTACT WITH THEIR FLAGMAN. THE FOREMAN WILL IN TURN HAVE CONSTANT AND DIRECT CONTACT WITH THE NCTD FLAGMAN/EiC. 10. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON-SITE. WORK WILL BE lERMINATED BY NCTO SHOULD NO STAMPED PLANS BE ON-SITE. 11. THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967-2851 72-HOURS IN ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE ROE PERMIT. 12. ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO NCTD REQUIRENENTS. 13. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE IN ANY DIRECTION, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIOD OF TIME. 14. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD FLAGMAN. 15. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERATIONS WITHIN THE RAILROAD RIGHT-OF-WAY. ' V\'.,"-~ \ \ EXST 10" ~S.T HOME 1PLANT ~ ;< um~ AT & ' ~ ' 1 ss-200-04 ("ill M,MAHAN -· -- 1 is-200 03 )CARLS ~A_D -rJ• '=~ L,_, ·-. -•-e~~·;-~:;;;·~~ EXST 15" VCP SWR =--.e--_ -?L ' I I I -F -"r-tl----'-""'""'.~~'T'"~~----,:"7""~~---,~ro.;...,.t-E!!iri-~FM---♦11-1 -""1-----0 ' - r EW MH NO. 10 ' ' TEMP PLUG __,,__, __, ~ \ ISSN~~-11 __,,__,__, ,\ • --' NEIi Jg STAGE 1 + ♦B-1 \ 155-200-13 NcTD TEMP PLUG NEW MH NO. 11 \ \ \ 1. CONSTRUCT NEW 15'' PIPE BETWEEN MH NO. 10 ANO MH NO. 11. 2. CONSTRUCT MH NO. 10 AND MH NO. 11 WITH STUB OUTS (TEMPORARILY PLUGGED AT MANHOLES). HOME PLANT LS INFLUENT SEWER STAGING PLAN DETAIL 1 SCALE: 1" =40' EXST 1 o" VCP SWR\ . -----\.__ EXST MH -----~ ----------- I I I EXST 1 O' CARLSBAD MUTUAL WA-ER COMPANY ESMT 7------ EXST 8' CARLSBAD 1/ REC 07-28-54 -BO)K 5282, PAGE 544 [XST 1 O" VCP SWR SANITARY DISTRICT ESMT REC 07-18-52 BOOK 4531, PAGES 210 & 223 I ------,.______ I ------ I ----------- -------------- --- I 1 r----.._._____ --- ~ -------- ' ' ~ ' TEMP PLUG 1. STAGE 2 INSlALL TEMPORARY SEWER BY-PASS SYSTEM BETWEEN NEW MH NO. 10 AND THE HOME PLAIIT LIFT STATION WET WELL. 2. INS"ALL TEMPORARY SEWER BY-PASS SYSTEM BETWEEN NEW MH NO. 11 AND EXST MH NO. E 0~ 15" SEWER LOCATED EAST OF EXST MH NO. D, AND ON 1 o" SEWER LOCATED IN STA-E STREET. TEMPORARILY PLUG 10" AND 15•-PIPES DOWNSTREAM OF EXISTING MAN-IDLES. 3. REG-IANNEL AND REHABILITATE EXISTING MH NO. D AND MH NO. C. 4. CO~STRUCT NEW 15" PIPE BETWEEN NEW MH NO. 11 AND REHABILITATED MH NO. D AND NEIi 15" PIPE BETWEEN NEW MH NO. 10 ANO REHABILITATED MH NO. C. 5. AB/NOON EXST 15" PIPE BETWEEN EXST MH NO. C AND MH NO. D. 6. RENOVE TEMPORARY PLUGS AND SEWER BY-PASS SYSTEMS. I I I I I \ I 55-200-04 McMAHAN 155-200-10 I I I I I / ---"' t-OTES: 1. CONTRACTOR MAY SUBMIT AN ALTERNATIVE STAGING/BY-PASS PLAN PRIOR TO THE START OF CONSTRUCTION. CONST ACCESS & LAYDOWN AREA ON NCTD ROW SEE NOTE 4---' CALL 811 182' £ NEW MH NO. 1 DETAIL 2 SCALE: 1• =40' Kllol[W!lal'lllelow. Call before you 111g. AT LEAST TWO DAYS BEFORE YOU DIG NCTD 24-HOUR EMERGENCY LINE: (760) 966-6700 UNDERGROUND SERVICE ALERT Cf SOUTHERN CALlfORNIA DWG: H:\Carlsbad\ 17104.01\CAD\Planset\C-05.dwg USER: DeCastroJ1 rlATF: Miw 14. ?009 7:5flam XRFFS: C-RP C-Arl oarc:el-clio EXST MH NO. D I I NEW MH NO. 11 / EXIST MH I 155-200-07 O'± CONST I ACCESS & LAYDOWN / AREA ON NCTD ROW SEE NOTE 4 I I I 203-054-22 155-200-13/ NCTD / 203-054-28 NCTD AECOM Water AECOM USA, Inc. \ 7807 Convoy Court Suite 200 San Diego, Ca. 92111 T 858.268.8080 F 858 292. 7 432 www.aecom.com AECOM I "AS BUILT" P4'7/4 t: -~ ,..,, .._ RCF 7.-9171. EXP l· 31· If 45"-15-12- DATE I I I I I I 203-054-21 I I I I I I -'---ACCESS FROM ALLEY 2. SEE SPEC SECTION 330132 FOR BY-PASS PUMPING REQUREMENTS. 3. METHOD OF BY-PASS SHALL BE DESIGNED TO MINIMIZE TRAFFIC IMPACTS IN STATE ST. PREPARE AND SUBMIT ,TRAFFIC CONTROL PLANS TO CllY FOR APPROVAL. 4 CONSTRUCTION ACCESS AND LAYOOWN AREAS ON NCTD ROW SHALL--BE PROVIDED THROUGH THE EXECUTED RIGHT-OF-ENTRY (ROE) AGREEMENT WITH NCTD, WHICH IS PROVIDED AS PART OF THE CONTRACT SPECIFICATIONS. CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS SPECIFIED--IN SAID R,OE AGREEMENT. THE WORKING AREA DELINEATED ON THESE PLANS IS PRELIMINARY AND THE ACTUAL AREA DESIGNATED IN THE ROE AGREEMENT SHALL BE MARKED BY THE CONTRACTOR IN THE FIELD. BEECH AVENUE SEWER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT C-5 HOME PLANT LIFT STATION INFLUENT SEWER / STAGING AND ACCESS PLANS APPROVED: WILLIAM E. ~: 1----+---+------------------+--+----+----+---l /4&4,i.,, ~ ~'.?Jd-L. PE: 28176 EXP: 03 31 10 DEPUTY CITY ENGINEER DATE DATE INITlAL ENGINEER Of WORK REVISION DESCRIPTON DA TE INITIAL DATE INITIAL OlliER APPROVAL CITY APPROVAL OWN BY: JDC CHKD BY: RKO RVWO BY: JM PROJECT NO. 3873 & 5512 DRAWING NO. 460-5 J CORE CUT EXST MH & USE RUBBER ANNULAR SEALING DEVICE WITH POLYETHYLENE FOAM FILLER AND SEALANT PER SPEC SECTION 400762 LINE INTERIOR W/ EPOXY PER SPEC SECTION 099720 STA 10+00 IE 29.9± EXST 8" SEWER NOTES: 1. INSTALL TEMP BY-PASS SYSTEM PRIOR Tb CONNECTION TO AND REHABILITATION OF MH NO. A. SEE DWG C-3. 2. CONTRACTOR SHALL REMOVE EXISTING "SMART COVER" ALARM SYSTEM FROM MANHOLE NO. A PRIOR TO ENTRY. COORDINATE REMOVAL AND REINSTALLATION WITH CITY OPERATIONS. ALL COSTS FOR REMOVAL, STORAGE, AND REINSTALLATION OF ALARM SYSTEM SHALL BE BORNE BY THE CONTRACTOR. 3. THE COST FOR PLUGGING AND ABANDONING 8" OVERFLOW PIPE SHALL BE INCLUDE IN THE CONTRACTOR'S BID PRICE. DETERMINATION OF THE NECESSITY TO ABANDON THE OVERFLOW WILL BE MADE BY THE CITY ENGINEER DURING CONSTRUCTION. IE 29.8± BACKFILL W/ SELECT GRANULAR MATERIAL COMPACTED TO 95% RELATIVE COMPACTION #5 @ 8" o.c. POUR REINFORCED CONC SLAB (2,000 PSI MIN)-,..,. FILL VOID W/ SAND-r-f.,2___~ • EXST MH NO. A2 IE 30.8± 4' -0" (t BEECH AVE I-------'= +I 0 MANHOLE NO. A DETAIL 1 SCALE: 1/2" =1 '-o" C-1 • • RESTORATION PAVEMENT PER DET@ ELEVATION TO MATCH C-7 SURROUNDING SURFACE 1----+-REMO'/E FRAME & COVER, CONC RING, GRAD[ RINGS, AND CONE SECTION. REMOVE ADDITONAL SEGTIONS AS REQ'D TO INSTALL NEW SEWER MAIN . I'--#5 I) 8" 0.C. · .· 2' MIN ( P) PLUG ALL PIPES 'i/ CONC DEPTH VARIES FILL EXST PIPES 12" DIA AND GREATER WITH 2 SACK CEMENT SLURRY AFTER ALL CONNECTIONS ARE MADE AND NEW SYSTEM HAS BEEN TESTED AND ACCEPTED. SEWER PIPE & MANHOLE ABAN0ONMENf Knol!~below. 6811 before you 119, CALL 811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA. DETAIL NO SCALE SUBSURFACE UTILITY DATA DEPICTED TO LEVEL C AS DEFINED IN "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" CI/ASCE 38-02. OWG: H:\Carlsbad\ 17104.01\CAO\Planset\C-06.dwg USER: OeCastroJl DATE: Mav 14. 2009 7:58om XREFS: C-BD AECOM Water AECOM AECOM USA, Inc. 7807 Convoy Court Suite 200 San Diego, Ca. 92111 T 858.268.8080 F 858.292.7432 www.aecom.com r --+---, -=-"-----1-1--L------\-I_.\I--- EXSf. C0NC. ENCA SEMEtlT (TYP)-~ I I I I I I I I I I I I I I I NOTES: 1. RELOCATE WATER LINE PRIOR TO TRENCHLESS CONSTRUCTION AND CONNECTION TO AND REHABILITATION OF EXISTING MANHOLE. FIELD VERIFY LOCATION OF EXISTING WATER LINE PRIOR TO CONSTRUCTION AND SUBMIT SHOP DRAWINGS FOR RELOCATION, INCLUDING LOCATIONS OF CONNECTIONS, BENDS AND APPURTENANCES. SEE DWG C-3. 2. COAT EXISTING CONCRETE SURFACES WITH SIKADUR PATCH FIX, OR APPROVED EQUAL, PRIOR TO POURING CONC PLUG AND CHANNEL FILL. APPLY COATING PER MANUFACTURER'S RECOMMENDATIONS. 3. IN ADDITION TO RESTRAINED JOINTS, INSTALL CONCRETE THRUST BLOCKS PER DETAIL 5 ON DWG C-8 IF THERE IS SUFFICIENT SEPARATION FROM ADJACENT UTILITIES AND AT THE DISCRESSION OF THE ENGINEER. NEW 8" DR-18 PVC SEWER PIPE :t8"0/A SI/AFT (TO BE RELOCATED BY SDG&E) L EXST 2" HP GAS . COORDINATE WITH SDG&E FOR EXTENT AND •-='-"~-=--o= -~ SCHEDULE OF RELOCATION NEW 12" SEWER PIPE (C·.9t7t7 I 11,a,. 74 STA 111 31.1-4 IE 28_8Q/ . IE 28.S'i 28.93 /. . ~NEW MH NO. 1 NEW 8" D~-18 (C-900) PVC SEWER PPE "b, I IE 28. 9.3- RfCHANNEL EXST. l½H • PROVIDE 0. 5' DROP TKROUGJI.. MH LIN/: IIIH /NTcRIOR VI/ EPOX'( l"ER SPEC SECTIO1'1 0,~7'20 -· "AS BUILT" M/~ -£J-9it.·--·«-=~ RC, 2 9/7(, EXP 03· 3/• ff 0,£-1$-12 DATE MANHOLE NO. 1 DETAIL SCALE: 3/8" =l'-o" ''.4S /31.//1.7' C-6 I sH8EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT ~ BEECH AVENUE SEWER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT MISCELLANEOUS DETAILS APPROVED: WIL~IAM E. ?/4R -/44✓4m> < .,,.fr#U'k ~~OJ PE: 28176 EXP: 03 31/10 DEPUTY CITY ENGINEER DATE R~~U 1------+---+------------------+--+---+---+---1 OWN BY: JDC PROJECT NO. DRAWING NO. INSftCTOR • >---D_AT_E ~I_NITI_A_L +--D_A_TE~_IN_ITIA_L__, CHKD BY: RKO OlHER APPROVAL CITY APPROVAL RVWD BY: JM DA TE INITIAL ENGINEER OF WORK REVISION DESCRPTION 3873 & 5512 460-5 V, 0 [~ 00 Q,~ I-' ? 0 V, 1-1/2" AC OVERLAY TO EXTENTS SHOWN ON PLAN ~ PIPE I TRENCH WIDTH "w" 1-1/2" AC OVERLAY TO EXTENTS SHOWN ON Pl.AN ~ PIPE I EXISTING AC PAVEMENT EXISTING BASE MATERIAL r TRENCH RESURFACING SEE CSD GS-25 TRENCH WIDTH "w" r TRENCH RESURFACING SEE CSO GS-25 0,:: WW '!o 8::z N ,..., :::::,0 Ii) 0,:: N Ol w ,..., • • e5 t Cl 0 :r: :::. C 0 ' ti: :::::) w :::. z • Q w z 0 ~ 0 N ( u ' :::::. :r: Ol 0 0 \\ ( ,,, z :::. ~ D t w ~ ( 0,:: I- ~ w z ~ TOP OF PIPE 0 N No oo w Ol 0.. w 0.. 0.. 0.. st----... 0 PIPE BASE PIPE OD f5' MIN w 0 0.. w e:5 9 (J') ;i LL. 0 z I-0 :::. ~ ...J ~ MARKING ~ X TAPE :::. w BACKFILL MID ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL ELL 3/4" CRUSHED ROCK WRAP GEOTEXTILE FABRIC ALL EXISTING AC PAVEMENT EXISTING BASE MATERIAL '!o ,..., 0,:: w > 0 0 :r: :::. I-:::::) 0.. :::::. w 0 z :r: :::. 0 z w °" I- 0,:: WW 8::z ~ :::::,0 Ii) NOl ;:,, w ~ ~ ~ ' t 0 ( • \\ ( D • ( z ~ TOP OF PIPE 0 +----'--"-'---"-'----'---"'---=-----+--..........C7'"' NNc, wgo 0.. w 0.. Cl. 0.. '!o Cl 0 ' u • . I ' 1 • BACKFILL MID ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL i--:--c-+---BELL j..c.:-+---IMPORTED SAND 4 MIN TO a" MAX BENEATH 8" PIPE OR 1• MIN BENEATH BELL, WHICHEVER IS GREATER MAX AROUND CRUSHED ~OCK IN BASE ANO PIPE ZO~E W/MIN 12" LAP ALL EDGE~ PIPE BASE PIPE OD f5' MIN a" MAX PIPE BEDDING & TRENCH BACKFILL FOR SEWERS PIPE BEDDING & TRENCH BACKFILL FOR WATER MAINS DETAIL NO SCALE FILL WITH CELLULAR GROUT /GIi 12• OR ~ PVC OR·25 5CR !~ CARRIER PIPE C-.1()() e,, C· 9tJS 3rf' x3/8" MIN STEEL PIPE MAINTAIN MIN '1' SEPARATION---1 BETWEEN CASING & CARRIER PIPES (TYP) A NOTES: 1. STEEL CASING SHALL TERMINATE 3' OUTSIDE MANHOLE. 2. CASING SPACERS SHALL PREVENT CARRIER PIPE FLOATATION DURING GROUT FILLING. ADJUST TO ACHIEVE DESIGN SLOPE. 3. INSTALL TEMPORARY BULKHEAD TO ALLOW FOR GROUT FILLING. NOTES: 1. EXCAVAJ'E BELL HOLES AT EACH PIPE JOINT TO PERMIT PROPER ASSEMBLY ANO INSPECTION OF THE ENTIRE JOINT. DETAIL NO SCALE 2. PERCEHAGES SHOWN EQUAL MINIMUM RELATIVE COMPACTION. SYNTHETIC RUBBER ENO SEAL ATTACHED WITH STAINLESS STEEL BAND CLAMPS. REOW()OO Sk/09 STAIIJLESS 5Tf[Fw.fffl CP~INC ~AACDI (fl ll) SUPPORT PVC !?IP!'. @ !!' MAX= ll>ITERI/AbS EDGE OF CASING SEE NOTE 3 3' TYP SEE NOTE 2't-"--'--"~ 1 '-Cf' 1 '-Cf' MAX 12" OR 15" PVC PIPE 3rf' OD x 3/8" MIN STEEL PIPE W/PERMALOCK OR BUTTWELDEO JOINTS REMOVE WELD BEADS FROM INTERIOR SURFACES PRIOR TO CARRIER PIPE INSTALLATION SECTION A-A PVC CARRIER PIPE IN STEEL. CASING DETAIL 4 SCALE: NO SCALE C-1,C-4 . UNDISTURBED EARTH OR BACKFILL COMPACTED TO 90% MIN OF RELATIVE COMPACTION 12" n ~---------- w Cl. a: LL. 0 z :::. N 0 ~ 0 PLAN VIEW TRENCH WIDTH 2 ~~ .... ·. -·-· ' . 'in : ,.. _! --;-~: • . . /--~ .-·,..· .. . TRENCH SECTION 2" BLOW-OFF ASSEMBLY PER CSD W-6 & CARLSBAD STD SPEC 15074 2" MANUAL AR RELEASE ASSEMBLY PER CSO W-6 & CARLSBAD SlD SPEC 15108 a" DR-14 (C-9OO) PVC WTR PIPE W / RESTRAINED JOINTS FOR CONTINUATION, SEE DETr-u ~ a" RESTRAINED FLG CPLG _ _ ADAPTER __ _f 6::--= -==== -=====---== ------=----7 ABAN EXST 8" CP IN PLACE. Fl 1TH APPRO 2 SACK CE SLURRY EXST 4" STL WTR PROTECT-IN-PLACE 5'-r± SEE NOT I REMOVE & DISPOSE OF EXST CROSS, VALVES, ANO EXST ACP TO CONC THRUST COLLARS f5' DI/ ACP TRANSlflON CPLG (TYP OF 2) ~ . s:::--=- ~ST f5' ACP WF. J CONC THRUST ANCHOR FER CSO W-18 W/ 6 SF BEARING AREA (TYP OF ;) ~--a"xf5' DI FLGxFLG RED (TYP OF 2) ~--8" DI FLGxFLG RESILIENT SEATED GATE VALVE PER CSO II W-16 & CALRSBAD STD a" CL 53 DI PIPE, MIN 5' LONG W/ FLGxPE ENDS PER SECTION 207-9 OF GREENBOOK (2006 EDITION) AND SUPPLEMENTAL PROVISIONS. WRAP WI J~-----~ REMOVE & DI POLYETHYLENE PER SPEC S[CTIO 9754 OF EXST 2" BO ,,-"' SPEC 15100 (TYP OF 3) 'f (@\ ( \ NOTES: 1. ANCE DEPENDENT ON LOCATION ND SIZE OF SHAFT Al STA 11 +91 AND SHALL BE FIELD \fRIFIED. SEE DETAIL 2 'ON DWG C-6 PIPE DIA FITTNG A 8" 45' B:ND 4'-rf' a" 22.5' BEND 3' -Cf' a" TEE 4' -ff' PIPING, VALVES, AND VALVE BOX--___,,, \ I / REMOVE EXST f5' ACP TO NEAREST JOINT 00 NOT CUT ACP CONNECTION TO EXST 6" ACP WATER MAIN DETAIL 3 3/8'=1'-fi' C-1,C-6 (j, ,1 I ,nili, ' er i -1 I I ~ I I • B 2'-rf' 1 '-ff' 2'-3" PLAN VIEW I USE BRANCH SIZE OF TEE TO DETERMINE SIZE OF THRUST BLOCK ITEM CESCRIPTION z LL. -Ow :::::. 0.. T~ENCH WIDT~I ~ 1 2 3 4 PVC (C-9OO) DISTRIBUrlON PIPE, W/NON-RESTRAINED JT DUCTILE IRON BEND OP. TEE W/ WAX TAPE POLYETHYLENE ENCASE~ENT CONCRETE THRUST BLCCK THRUST BLOCKS FOR PIPE BENDS AND TEES DETAIL ED NO SCALE 'in • 0 N 0.. 0---... ~ I SH9ET I .. I .-.. TRENCH SECTION C-7 CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 BEECH AVENUE SE\lv£R AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT "AS BUILT" If\ 'AS 8tllt.7" MISCELLANEOUS lfnoi!.W!!_al'I below. GallbefOAl,oullg. CALL 811 AT LEAST TWO OAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTI-ERN CALIFORNIA 0WG: H:\Carlsbad\ 17104.01\CAD\Planset\C-07.dwg USER: 0eCastroJ1 DATE: Jul 28. 2009 8:07am XREF"S: C-BD AECOM AECOM USA, Inc. 7807 Convoy Court Suite 200 San Diego, Ca. 92111 T 858.268.8080 F 858.292.7432 www.aecom.com ~1 ~ I(.~ .,, .&Jd.,., t: m,, ... 06-1.£-12. ~-/ '/ v I .~ No.~~1 RCE z. 9 nc. EXP. 1-31-11 DATE ~I~~· RU~~ IU.1#2--l (')1.1~- INSfiCTOR r-t~ DETAILS APPROVED: WILLIAM E~~R - A } ' .:._ 7' I t'l ~ '7;, ~"' PE' 28176 EXP: 03/31 /i0 DEPUTY CITY ENGINEER DATE ✓ DWN BY: JDC PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DATE INITIAL CHKO BY: RKO 3873 & 5512 460-5 ENGINEER OF WORK REVISION DESCRIPTIOII OTHER APPROVAL CITY APPROVAL RVWO BY: JM CHIP OUT EXISTING CONCRETE TO FORM NEW CHANNEL. FINISH GROUT TO PROVIDE SMOOTH SURFACES --~ ( ->i I I I I I I I I I I I I I I I I I I I I EXST 15" SEWER (REMAIN IN PLACE) EXST MH NO. C CONCRETE FILL SEE NOTE 2 CONCRETE PLUG, MIN 2' THICK. SEE NOTE 2 . · SEE C-5 FOR CONSTRUCTION SEQUENCE I EXST 15' SWR ABANDON IN PLACE ~~T~L----------------'~ IE 13.75 IE 13.78 'b I ex:, ___ EX/.5T/HG_ 8' .STEEL WATER w/WEILlEtl utJINX:S#CT 17/Rtl.ST IJ[{JCl(SPtf'OTECTEIJ --. --,.,--,-----·-~-----------------/ 11 p .t ,11ce-cc:··-=--cc:·--=-·=--=--=·· -___:_ __ ~ EXST 8" ACP WATER TO REMAIN IN PLACE EXST 15" SWR ABANDON IN PLACE SEE C-5 FOR CONSTRUCTION SEQUENCE CORE CUT EXISTING MH & USE RUBBER ANNULAR SEALING DEVICE W/ POLYETHYLENE FOAM FILLER & SEALANT PER SPEC SECTION 400762 / / NEW 15" SEWER IE 14.63 CHIP OUT EXISTING CONCRETE TO FORM NEW CHANNEL. FINISH GROUT TO PROVIDE SMOOTH SURFACES / ( FL IE 13.80 I I I STA 1+11.31 IE 13.79 I NE'vl MH NO. 10 L ·r;,PROX LJMlfS OF TRENCHLESS --- SUBSURFACE UTILITY DATA DEPICTED TO LEVEL C AS DEFINED IN "STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" CI/ASCE 38-02. KnOllfw!lal'S below. catll1efol1 l/OU dig. CALL 811 AT LEAST T\rVO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DWG: H:\Carlsbad\ 17104.01\CAD\Plonset\C-08.dwg USER: DeC□stroJ1 DATE: Mav 14. 2009 7:59am XREFS: C-8D CONSTRUCTION ACCESS SHAFT DETAIL 1 SCALE: 3/8" =1 '-o" AECOM Water AECOM USA, Inc. 7807 Convoy Court Suite 200 San Diego, Ca. 92111 T 858.268.8080 F 858.292.7432 www.aecom.com NOTES: 1. RELOCATE EXISTING WATER LINE TO ALLOW FOR CONSTRUCTION AND REMOVAL OF SHAFT/SHORING. FIELD VERIFY LOCATION OF EXISTING WATER LINE PRIOR TO CONSTRUCTION AND SUBMIT SHOP DRAWINGS FOR RELOCATION, INCLUDING LOCATIONS OF CONNECTIONS AND BENDS. 2. COAT EXST CONC SURFACES WITH SIKADUR PATCH FIX, OR APPROVED EQUAL, PRIOR TO POURING CONC PLUG AND CHANNEL FILL. APPLY COATING PER . MANUFACTURER'S RECOMMENDATIONS. "AS BUILT" FLOW I NEW 15" SEWER I STA 3+05.62 IE 14.64 I I NEW MH NO. 11 CORE CUT EXISTING MH & USE RUBBER ANNULAR SEALING DEVICE W/ POLYETHYLENE FOAM FILLER & SEALANT PER SPEC SECTION 400762 L-------~· ---- APPROX LIMITS OF TRENCHLESS ACCESS SHAFT DETAIL SCALE: 3/8" =1 '-o" , ".4S 8Ulli" 2 C-4 ~ LJ_Q_J CITY OF CARLSBAD ENGINEERING DEPARTMENT BEECH AVENUE SEWER AND HOME PLANT LIFT STATION INFLUENT SEWER REPLACEMENT MISCELLANEOUS DETAILS C-8 ~ L_1_Q__J AECOM tJs,,,,1.,.,..i I dV---«4~ & ~'frrYL--O,'i-tS-17~ 1----+----1--------------------1----1---1----1-_j :===================! DATE APPROVED: WILLIAM E. RCE ea /7(, EXP 3-1/ -'f ,,i DA 1£ INITIAL ENGINEER OF WORK REVISION DESCRIFTION DA TE INITIAL DATE INITIAL OfrlER APPROVAL CIT>' APPROVAL OWN BY: JDC CHKD BY: RKO RVWO BY: JM PROJECT NO. 3873 & 5512 DRAWING NO. 460-5