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HomeMy WebLinkAboutDWG 450-9; CP 3537; NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT; 01-12CONSTRUCTION PLANS FOR NORTH AGUA HEDIONDA INTERCEPTOR ~7f"":-"i~~~\'-----~ f~-\ ~KF I 0.1..A\IERA 'I: 0, PROJECT LOCATION I I \ I -----I c;, VICINITY MAP NOT TO $CAL[ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJE CT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSIN ESS AND PROFESSION S CODE, AND THAT TH E DESIGN IS CONSISTEN T WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJE CT DRAWIN GS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELI EVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITI ES FOR PROJECT DESIGN. FIR M: --~D=U=DE=K~&~A=S=S=O=Cl~A~T=ES=•-l~N=C~. ADDRESS:._~6=05~3~R=D~ST~R~E=E~T ___ _ CITY, ST.: ENCINITAS, CA 92024 TELEPH,01<1 · R.C.E. NO.: 59=39=5~ __ REGISTRATION EXPIRATION DATE: 12-31 -09 ER REPLACEMENT PROJECT CP 3537 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MATT HALL-COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER JULIE NYGAARD -COUNCIL MEMBER LISA E. HILDABRAND -CITY MANAGER GLENN PRUIM PUBLIC WORKS DIRECTOR DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.51 47 Fax 760.632 .0164 NOTE: J> G) C J> I [T1 0 0 z 0 J> r J> G) 0 0 z J I CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES AND PROTECT IN PLACE. HV1: HV2: HV4: HV5: CLSB-118 HV11: CNAIL HV11 : HV10: HV49: SEWER LINE "A" EL=6.61 N 1997896.30; E 6232221.48 EL=48.20 N 1998181.13; E 6232331. 56 EL=3 03 N 1997664. 94; E 6232801. 41 EL=8.39 N 1997787.40; E 62.32932.40 EL=87.83 * N 1998382.16; E 6231760.52 EL=77.09 N 1998903.73; E 6231227.92 EL=26.82 N 1999194.09; E 6230988.52 EL=30.69 N 1997937. 70; E 6232678. 77 * NGVD 29 ELEV 88.87 ACCESS TO SITE LOCATION MAP 1" = 200' "AS BUi l T" P.E. ?_f/...,/. EXP 'l--3 I, 11,, DATE REVIEWED BY: dfo,rf 5t1///Jt"tl11 __ _ INSPECTOR //-P3-rJ9 DATE • I SHE,ET I CITY OF CARLSBAD I SHEETS I l-----l----+-----------------11----+---+--+--------I ENGINEERING DEPARTMENT 12 l-----1-----1------------------11----+---+--+--------I 1----+---+------------------11----+---+--t--------1 IMPROVEMENT PLA NS FOR: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT TITLE <;HEET D 7 ,.,, <( ") C• C• / " 0 .D m " 0 l-----l----+-----------------11----+---+--+--------I I APPR(2_VED_ BY: WILLIAM E. PLUMMER DATE ;::- 1----1----+------------------,t----+---+----t------. ~~~ri.._J_~~~-""'1------08-ZI-tJ8 g- t---t-----t-,,:--;;;;-;;-~;-:-:--;;:-.-----------t--------1--r----r-, "'D:::t?:::::U:::;TY::::=:C:::;:I T;;:;Y ::':E::::N G=:IN~E:::E::::R ::::::::PE=2:::81:::::7::::6 :::::::'EX:::P:::IR::ES:;-;:':0::::3-:::3::::1 =-=20'::':1 ~O ~ '/\S BUILT" = ,, DWN BY: ~-PROJECT NO. I DRAWING NO. '-EN:::R o~Nl:~~K RE\1SION DESCRIPTION o~;: APP';~::~ ~~~ APP';~::~ ~~~g ~~: ~~:,;-~ -CP 3537 _ 450--9 , { L_ __________________________ __s~~~~~~~~~~~~~~~=:!.J c,. 011 Z09 GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 4. 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. 5. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 6. 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 HEAL TH STANDARDS, LAWS AND REGULATIONS. 7. 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 SLOPING 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, THL PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CUNTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 8. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CONTRACTOR WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. REFERENCE DRAWINGS TITLE AGUA HEDIONDA INTERCEPTOR SEWER HOOVER ST. PLANS & PROFILE FOR WATER MAIN IN COOR DRIVE PARK DRIVE SEWER IMPROVEMEN TS STEWARD RESIDENCE CADE DEVELOPMENT CADE DEVELOPMENT LOT 6 OF BELLA VISTA CITY DWG NO. 133-9 278-4 182-4 149-8 433-lA 369-9A 369-9 268-7 GENERAL NOTES (CONTINUED) 10. 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. 11 . NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 12. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN 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 Fl~OM 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. 13. 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. 14. 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) *SAN DIEGUITO WATER DISTRICT *LEUCADIA COUNTY WATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SANITATION DISTRICT * AS APPROPRIATE (800)227-2600 (760)660-7343 (800)892-0123 (760)438-2741 (760)806-9809 (760)438-3367 (760)438-3367 (760)753-1145 (760)753-0155 (760)7 44-0460 (760)753-6466 (760)565-5657 15. CONTRACTOR SHALL COMPLY WITH MITIGATION MEASURES PROVIDED IN THE PROJECT'S CEQA DOCUMENT, EIA 07-01 . PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 206-120-16-, 18,19,37, & 38; 206-171-03 & 09; 206-172-03 THRU 07; 206-200-01 THRU 05,07, 12183 •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o.c. OD PVC s SDRSD STA TYP vc VCP VERT w EASTING OR EAST EACH END CURVE EXISTING GAS HIGH DENSITY POL YETHELENE HORIZONTAL HIGH WATER LEVEL INVERT ELEVATION MINIMUM NORTHING OR NORTH ON CENTER OUTER DIAMETER POLYVINYL CHLORIDE SOUTH OR SEWER SAN DIEGO REGIONAL STANDARD DRAWINGS STAllON TYPICAL VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL WEST OR WATER 3 4 5 6 7 8 9 10 11 12 SEWER LINE A PLAN AND PROFILE STA 0+00 TO 6+00 SEWER LINE A PLAN AND PROFILE STA 6+00 TO 12+00 SEWER LINE A PLAN AND PROFILE STA 12+00 TO 18+00 SEWER LINE A PLAN AND PROFILE STA 18+00 TO 19+43.66 SEWER IMPROVEMENTS SEWER LINE B PLAN AND PROFILE ACCESS HOLE DETAILS ACCESS HOLE DETAILS ACCESS HOLE DETAILS STAGING AREA, TUNNEL DETAILS AND REVEGETATION PLAN WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. PRECIDENCE OF THE THESE DOCUMENTS IN SPECIFIED IN CONTRACT GENERAL PROVISION 2-5.2. 1. PERMITS FROM OTHER AGENCIES AS REQUIRED BY LAW 2. CONTRACT GENERAL PROVISIONS 3. CONTRACT TECHNICAL SPECIFICATIONS 4. CITY OF CARLSBAD ENGINEERING STANDARDS, LATEST EDITION 5. SAN DIEGO REGIONAL STANDARD DRAWINGS 6. STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS 7. SSPWC GREENBOOK 8. REFERENCE SPECIFICATIONS 9. MANUFACTURER'S SPECIFICATIONS 10. CEQA DOCUMENT MITIGATED NEGATIVE DECLARATION 11. PROJECT SWPPP 12. SUPPLEMENTAL GEOTECHNICAL INVESTIGATION -MICROTUNNELIING SHAFTS -NORTH AGUA HEDIONDA INTERCEPTOR. PREPARED BY TERRA COSTA CONSUL TING GROUP, INC . JULY 9, 2007 DESCRIPTION EXISTING PALM TREE EXISTING TREE OR BRUSH EXISTING STREET LIGHT EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SEWER ACCESS HOLE EXISTING SPOT ELEVATION SURVEY CONTROL TARGET EXISTING CONTOUR EXISTING STORM DRAIN EXISTING GAS LINE EXISTING SEWER EXISTING WATER EXISTING FENCE PROPERTY LINE LEGEND DWG.NO. NEW SEWER (TRENCH BEDDING PER CITY OF CARLSBAD STD DWG S-5 WITH 3/8" CRUSHED ROCK NEW SEWER ACCESS HOLE (PER CITY OF CARLSBAD STD DWG S-1A OR S-2) NEW SEWER CAP SEWER LATERAL (PER CITY OF CARLSBAD STD DWG S-7) LIMIT OF WORK (W/ "X" INCLUDES SILT FENCE) EROSION CONTROL CHECK DAM SYMBOL QUANTITY IXXI --SD-- r; --S--- --W-- --•-- 0 ] ----0 ----- <boaoooo"" i:;ROSS REFERENCING SYSTEM FOR TABLE 1 (EXISTING ACCESS HOLES) AND TABLE 2 (PROPOSED ACCESS HOLE SCHEDULE) SEE SHEET 11 SECllON IS IDENTIFIED AS FOLLOWS: DETAIL @=SECTION LETTER NOT TO SCALE X-X DRAWING ON WHICH SECTION IS SHOWN DETAIL IS IDENTIFIED AS FOLLOWS: SECTION A-"~,........--DETAIL NUMBER SCALE: 1 /2" -1' -0" "AS BUil T" /~.;f":•,~ I G-79-tr P. E. Z 817' EXP. 3 -3 I-IZ-, DA TE DESCRIPTION: LOCATION: 2" I.P. ON TOP SLOPE, SOUTH SIDE OF ADAMS AND HIGHLAND 50 FEET SOUTHERLY OF INTERSECTION. ----.,...____INDICATES THAT DETAIL REVIEWED BY: IS SHOWN ON SAME SHEET /tlar,1-5'//ffe//{l/'l I/· 23 ·c? !J 7 FEET WEST OF PAVEMENT INSPECTOR DATE 0 0 "' <I) 0 0 TI C 0 D •• RECORDED: ELEVATION: CLSB-118 L.S. 6215 ,.,,88.,,..,,_87'--'1 ____ DATUM: NGVD 29 l f----+---+--------------+---+--+-----,f------i w CITEllNgfNG s~~~~AD m I BASIS OF BEARING THE SOUTHERLY LINE OF A PORTION OF ADAMS STREET PER RECORD OF SURVEY NO. 15053; IE, S 86.07'25" E DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0 I 6 ◄ t----+---+--------------t----+---+--i---------1 IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT GENERAL NOTES AND LEGEND APPROVEJl BY: w~4~ E. PLUMMER DATE <U/¥4hi t ~4 .... ,.,.. oe-zt 08 D~PUTY CITY ENGINEER PE 28176 EXPIRES 03-31-2010 OWN BY: KK I PROJECT NO. I DRAWIN G NO . cD r--- 0 0 _{) m ~ 0 u O" C L Lu ~~~ ~~: ~~ _ CP 3537 . 450-9 L_ ______________________________ ____:=-_______ ..;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ D_ 011209 0 I\) :E 0 G) ..... .j:,. ..... 01 I\) 9 (.!) 40- 30- 20- 10- 0- -10- ~ NOTE CONTRACTOR SHALL HAVE NO ACCESS OVER TUNNELED PORTION OF SEWER EASEMENT PER CONTRACT SPECIFICATION 013600 OPTIONAL CARRIER PIPE MATERIALS; C905 PVC, VCP, CCFRPM, HDPE ~ GENERALL Y BETWEEN STA . 2+00 AND STA ~ Ji 17+00 OTHER THAN AREAS SHOWN ON SHEET J N c., 11 AND SPECIFICALLY IDENTIFIED AND 0 ~ ~ ~ DELINEATED BY THE PROJECT BIOLOGI ST _____________________ _ z io O i5 COMPLYING WITH CALIFORNIA COASTAL ___________ _ :i:: t-~ _J ::, o--COMMISSION PERMIT NO. 6-07-92 & MITIGATED __ _ < u < ~ ~ NEGATIVE DECLARATION, DATED JULY 2007. ____ _ N ::::, ~ .,__ tr) w .-- ..---~ - w l/) ~--- 0 0 • 0 0 -40 -30 /II.I RIM=18.56 r..: (/JUCl CL CL --- L.!.l I"") Z O ~ O --16 FT DIA DRtLL£"D ~ + o ffi z ,0 :' /,... RECEIVING SHAFT -....::::-~~ < ~ -~ EXISTING GRADE / :~:;~:: ,;L:,~~--~---.-- -~---------------------__ L _ ----------------------------------_/_f_/ 1 / j;t s¢ -20 -------~ <( 1-1-LLJ V) LLJ I I V> -------~ ------ TEMPOPRARY ----J MICROTUNNELLING PIT APPROXIMATE [ GROUNDWATER ELEV. +6 --------~a!esz~....,_ ____ _ lww-10 42" STEEL CASING z ~ 73" vcp j_,«.KO) A CARRIER-PIP E :E RIM=6.92 STA 1+37.12 SEE DETAIL / 1 ' / SLOPE=0.123 % 1-0 NEW 12" SEWE~--..........._ <( FROM AH #3 ........._ ,12_..1 ~ -0 _1_ __________ __:_ ____ __::___~--~f-__:_;--F====================================================================================================================i I /TOP OF PIPE l '\ ~ ~ __________ S_L_O,,.,PE::--0:-.3::-1-%_& ________ «:l-l-,l~"-.>.,:"\~-+--+_ ========:::'===================================================================================================================================================1 ~~st -. "' st ("') I "<I' ~ I :) II 0 z - w w 0 206-171 -0 3 0+00.00 AH NO. 1 1 SITE ACCESS FROM HOVER STREET ~ ___ _,,/ 1 +37.1 MAIN - 1+00 (BRANCH) 1+37.12 AH NO. 2 CONSTRUCT 5' DIA ACCESS HOLE PER CITY sm DWG S-1A ,,-----... AND DETAIL N=6230914.83 E=1999101.37 TEMPORARY -- MICROTUNNELING PIT 2 9 I I I I I I I.._ I LIMITS OF WORK--------...._ / I I I I I I I I I I CONSTRUCT 5' DIA ACCESS HOLE PER CITY sm DWG S-1A,,,-, I I I I AND DETAIL N=6230778.08 E=1999091 .21 1 I I I I f') I'--Ol 111 '"f) ~ I-II II 5 ~ ~ w w w REMOVE AND REPLACE BARRACADES AND ASSOCIATED IMPROVEMENTS AS NECCESSARY TO PERFORM WORK , ~~\ <5) \\ 1, \\ '-cJ , \\ ><) \\ ,J] '\ ~k..", \ '<') ' \\\. \\ 2 PROFILE SCALE: 1"=20' HORIZ 1"=8' VERT RESEED PER SPECIFICATIONS AND NOTES ON SHEET 2 3 CONTRACTOR SHALL GRADE SITE AS NECESSARY FOR ACCESS & STAGE M.T. EQUIPMENT WIHTIN LOMITS OF WORK . CONTRACTOR SHALL ESTABLISH PRE-EXISTING GRADES UPON COMPLETION . 206-172-03 1 +42.40 AH NO. 3 CONSTRUCT 5' DIA ACCESS HOLE PER CITY STD DWG S-1A~, 2 4 ~ ~ &.~ F ILL El( 'P11>£UN£ \,//TU coNrAcr<.ROUT TO AU;l-,1 206-172-03 / 8:, \ ------- I I \ 5 ,------ 1 \ l'JOT£1, J'ILL \,y'JT~ C.ONT~cr G.R,vrTo BCTTO~ O F C:CNE" AND WELD C:CVER 51/~T-PLU& T l. ,., AND l'L <"l-'1" l,J1T"~ C.C/NC.RtT£, SEWER DATA TABLE 6 EX 24" VCP SEWER TO --I BE AB~NDONED IN _PL~ "A S BUil T" --10 JA FILL EX PIPELINE" w'ITII CONTACT G.ROVT TO A~~IOA. I I I 8 NO. 1) LJ BEARING/DELTA RADIUS N85"45'04"E N28"09'02"W LENGTH DESCRIPTION 137.12 24" C905 CL 150 PVC 462.88 24" IICP JIJCKEO ...... P.E. 28I~ .-'.:;-"".9-(, DATE SILT ff: BAGS IN E WITH GRAVEL COMPLIANCE WITH \ PLAN \ SCALE: 1"=20' 3) N69"24'55"W 42.40 12" C900 CL 150 PVC RE"1EWED BY: ;J,/ar/f Svll/f'4/? INSPECTOR ;/-P3-C9 DATE I SH3EET I CITY OF CARLSBAD I SHEETS I t----+--+-----------------1---+----+--+-----I ENGINEERING DEPARTMENT 12 t-----+--+---------------f----+----1---+----+ i------t---t---------------t----t-----t---+----+ IM PROVEMENT FLANS FOR: CAUTION: < SWPPP GRAPHIC SC~ NOTE NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT SEWER LINE A-PLAN AND PROFILE STA . 0+00.00 TO 6+00,00 CJ ro 0 Cl "' '--. ,n '--. co C" 0. C" • u / 0 <( u / 0 -0 0 C o• "' <U 0 ~ TOPOGRAPHIC SURVEY AS SHOWN IS BASED ON SEVERAL SOURCES . CONTRACTOR IS RESPONSIBLE TO VERIFY AND ASSESS THE IMPACT PRIOR TO BIDDING. 10 0 10 20 CONTRACTOR SHALL HAVE NO ACCESS OVER TUNNELLED PORTION OF SEWER EASEMENT GENERALLY BETWEEN STA 2+00 AND STA 17+00 OTHER THAN AREAS SHOWN ON SHEET 11 AND SPECIFICALLY IDENTIFIED AND DELINEATED BY THE PROJECT BIOLOGIST COMPLYING DUDEK 0 APPRC?Y1-~ BY: ~; E. PLUMM ER DAl : u t-----+--+---------------f----+----1---+----+ 4'~11 t'. ~. 1 08-21·08 ~ WITH PROJECT CDP AND CEQA DOCS. Dudek & Associates, Inc. 605 Third Screet Encinitas, CA 92024 760.942.5147 Fax 760.632,0164 r---t--h :---Tr-..;-;-,,-;c;c-<""--------i----t----t----t----1 DEP UTY CITY ENGIN EER PE 28176 EXPIRES 03-31 -2010 "' C IN FEET l DATE INITIAL A 5 BU I L T DWN BY: PROJECT NO. I DRAWING NO. 1' DA TE INITIAL DATE INITIAL SA 1 INCH = 20 FT. REVISION DESCRIPTION CRHVWDKD BBYY:. RB CP 3537 450-9 w~ L....::::=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=::.. ________________________________________________ .:=:::~--------------~EN;;;Gl;;;NE;;;ER;;;;;;OF;;;W;;;O;;;RK~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~OT=HE=R=A=PP=RO=V=AL::!:::C::lT;;;Y =AP;;;P::RO=VA::L:::=============~====;;!J 011209 0 W;:E 0 Ci) -.i;:.. ..... {IJ l'\)O • (.0 NOTE 40- PER CONTRACT SPECIFICATION 013600 OPTIONAL CARRIER PIPE MATERIALS; C905 PVC, VCP, CCFRPM, HDPE - ~ 11+41.53 AH NO. 4 CONSTRUCT 7' DIA AH PER DETAIL GXD4 1 9 11 --""' /---'-----------RIM=34.07 I --------... ~--------30-0 -- CONTRACTOR SHALL HAVE NO ACCESS OVER TUNNELED PORTION OF SEWER EASEMENT GENERALLY BETWEEN STA. 2+00 AND STA 17+00 OTHER THAN AREAS SHOWN ON SHEET 11 AND SPECIFICALLY IDENTIFIED AND DELINEATED BY THE PROJECT BIOLOGIST COMPLYING WITH CALIFORNIA COASTAL COMMISSION PERMIT NO. 6-07-92 & MITIGATED NEGATIVE DECLARATION, DATED JULY 2007. ........._ ------, ~ 0 ........._ . '-... g '-... t ----I I 0 + 1"');1; -......._ "-----. ____ [EXISTING GRADE _ _ ___ -_,.,,I 20-~< .........__------------------ J. 20 ' I D CMP JACKING S HAFT I N 10 .- < t-t-W (/)w AB4MDON IN PL~CE I I (/) STA 11+41.53 ~ Wt-I(/) (/) I WW wZ 10-(/):E WW 42" STEEL CASING A APPROX. Z ~ I 0- -10- g < :::E FOR APPROVAL. CONTRACTOR HAS THE OPTION OF USING SLOPE=0· 123 %/,.--... THE HINGE POINT ACCESS HOLE FOR EITHER A TUNNELING ELEV. +l I 2 1-" VC p J AC KEi> CARRIER PIPE CONTRACTOR TO SUBMIT ACCESS HOLE INSTALLATION PLAN [GROUNDWATER -l SEE DETAIL ' 1 OR RECEIVING PIT FOR PIPE INSTALLATION. sz g i===================·===================================~~==================~ +===================================~=============1'=1=2=_,.,========================================================~===========:=111~~=================.~ . PROFILE SCALE : 1"=20' HORIZ 1"=8' VERT ' -42" STEEL C4S/N6 24" CCFl?PM JA C'KEO Cll/?/<!eR PIP£ St.O?E=0./23 5[( OETAIL ~ \JD 6 7 8 9 10 11 12 206-172-05 NOTE: NO WORK SHALL BE CONDUCTED ALONG THE SURFACE OF THE EXISTING SEWER EASEMENT BETWEEN STATION 2+00 AND 10+50 \ I I \ FOR ACCESS AND ADDITIONAL __/ LIMITS OF WORK, SEE SHEET 12 206-172-06 J AVOID ANY DISTURBANCE TO PROTECTED HABITAT SEE SHEET 12 FOR HINGE POINT STAGING AREA LIMITS OF WORK/STAGING -.__ AREA. TEMPORARY • \ CONSTRUCTION EASEMENT \ ""' g~i N~PRfLO~~~%t%1254 ~ ~ SEE ALSO SHEET 12 ~~~~----,-c~-----...., ---7 \ ~<& & 1 1 REINFORCED SILT FENCE REQUIRED 11+41.53 AH NO. 4 \,, ... r/A~ ON STEEP SLOPES. ADDING GRAVEL CONSTRUCT 7• DIA ,/ '~~ u}_ 0 SILT FENCE MAY BE REQUIRED.-~ PER DETAIL /' 4 ~ // ;J')'~ \ BAG WEIR AT DRAINAGES. DOUBLE ACCESS HOLE ' , : .r..; ------+---A2Y--+----I / / ('{ )' N=1998215.76 '-9 11 @ ,, · \ / "-.?. ,S E=6231388.70 '-_,,. SI // ,( ~ ---------------------------\:/ ~/ \ ~o 00000/ ,f 11 "" I cn 00 "/ 0 \ , , , , , , , , .. o0ooO , J/~l)I ·» (/) I ' ' ' ' '· 'I ' ' ' . '-'-=.//' ,fJ' § \ ~~--------------------------------------1-----------(j) .. -\ ~ -El( AH NO. 12 A -----1----------------------------------<"'---------------~ /' j j (.) _______________ -, • . __ !>EEIJl'.'T'El.,SIIEET.3. ~ ---------------------~~==c=,..·c:.. _ ----~ -~ ------EEX 24" VCP SEWER TO ::El .------------------------=-=----=::-----I -~"-':::---------BE ABANDONED IN PLACE 1 _ ---~--~ -c::-::.:::,.__ ----. ,--Ex 15• SEWER ~=cc..--=~-\ ~ ---~ ~---·--/ EASEMENT ~-----✓ , DOC NO. 41717 ------------··-----------·-·------·----.., --~ ~~~ -~---M~~c~ 5, 1964 ·-----------------·· ------· I ·--~ ~::;__~<-. ----------EX AH NO. 13 /A CONTRACTOR SHALL PROTECT EXCAVATION AND MATERIAL FROM SLUFFING DOWN SLOPE OR DAMAGING ANY ENVIRONMENTALLY SENSITIVE AREAS _ ... ---REYEGETATION \ ···-...........__ ~ --. -SEc NOT£ J., s 11E"e:T 3 -----""'--':_----------___ _ 11. EX AH NO. 14 PRECONSTRUCTION VEGETATION CONDITIONS SHALL BE --~ · ~----------------~-SEE..NOTIL.t.,, DOCUMENTED BY THE PROJECT BIOLOGIST. FOLLOWING I ----'--' -------~-;;;::_ ~ -_ SHEET' 3 --- CONSTRUCTION, ALL NON NATIVE VEGETATION ·----,.:,, -=cc==--------- DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE I ------------... HYDROSEEDED WITH THE SEED MIX ON SHEET 12 PER \ --_ SPECIFICATIONS. PLAN - SEWER DATA TABLE SCALE: 1 "=20' NO. BEARING/DEL TA RADIUS LENGTH DESCRIPTION 1 N28·09•02"w 541.54 24" VCP J.t/CKEO P.E. -:>p, I \ \ \ \ \ -40 -30 -20 -10 -0 --10 I I I DATE 0 0 N10·58'12·w 58.46 24"CCFRPM <D / 1-------------------1 ~, REVIEWED BY: ,;.--------------~ CAUTION: ~, ,#orA' 5 v llif'c?/l ll-?3-03 INSPECTOR DATE 1----+---+--------------+---t---t----t--J W CITEJ GIN2[NG ~~~k~N~AD W 1-----+----+---------------11---+---+--t---l IMPROVEMENT PLAN S FOR: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT SEWER LINE A-PLAN AND PROFILE ST A 6+00.00 TO 12+00.00 TOPOGRAPHIC SURVEY AS SHOWN IS GRAPHIC SCALE ~~o•Ess,0.\'~ BASED ON SEVERAL SOURCES. " J ~":'{ D u D E K DATE 10 0 10 20 &0-"\,. "",:;,;'t. CONTRACTOR IS RESPONSIBLE TO ~ I I I I !Jtsq_ ,,,., '\,1%. n~-?I-/JJ VERIFY AND ASSESS THE I MP ACT PRIOR ~--~'f /. .. L \. • fa ,;, l---t---+-,~~c-::::-c-c,-:-:::-cr--------t----J--+---t----1 =D::::EP-;=U~TY~C~IT~Y :::::E::::NG:::I N;";E:::E::::R ==::::PE=:::::2::::81::::7::::6 ==:EX:'::P:'::IR::":E:';;S ::::':0:'::3-=3'=1=-=20'=1 =:o D BY: WILLIAMJ E PLU MM ER ' :,ti_ :r,-y.,_ 0 v C 0 u ill I ~\. ( IN FEET ) ,p. 12/31 /09 -~ 605 Third Street Enciniras, CA 92024 WN : KK PROJECT NO. DR AWIN G NO. TO BIDDING. t~"· ,9 5 I * Dudek & Associates, Inc. /1\ ,, AS ev I LT" =D BY I I "' DATE INl11AL DATE INITIAL DA TE INl11AL CHKD BY SA c;, 1 INCH = 20 FT. " CIVIL ~"'-,; 760.942.5147 Fax 760.632.0164 : ~-CP 3537 450 9 c L_..::=======-----------------------------------------------------~-~:::o:r:c:,c':1 =--------------~EN~G;INE~E~R ~OF~WO~RKh;:;;;;:;;;~R~E~V~IS~IO~N~D~E~S~CR~l~P~Tl~O~N;:;;;;:;;;;:;;;fo~TH~ER~A~PP~R~OV~Ald;~c~1TY~AP~PR~O~VA~L~R~V~W~D~B~Y~: ~RB~~~-;:;:;:~;:;:~~~;:;:;:;:~~;:;:~~;:~;:~~ 011209 0 .j:,,.::E 0 " -.j:,,. I-' 01 I\) 0 ' (!) 40- 30- 20- 10- 0- -10- NOTE CONTRACTOR SHALL HAVE NO ACCESS OVER TUNNELED PORTION OF SEWER EASEMENT PER CONTRACT SPECIFICATION 013600 OPTIONAL CARRIER PIPE MATERIALS; CCFRPM GENERALLY BETWEEN STA. 2+00 AND STA _ --- 17+00 OTHER THAN AREAS SHOWN ON SHEET _ .--...__--...._ 11 AND SPECIFICALLY IDENTIFIED AND .-----...._ t 6'' SDR35 PV C SEW ER BLOCK WALL/FTB SEWER SHALL BE DEEP ENOUGH TO PASS UNDER W/ 1-FT CLEARANCE, POTHOLE IN ADVANCE I DELINEATED BY THE PROJECT BIOLOGIST [EX-ISTI-NG ~A~..._ -----......_-.. COMPLYING WITH CALIFORNIA COASTAL --... ..._ O COMMISSION PERMIT NO. 6-07-92 & MITIGATED __ -----...._ -----., ._ MIN 3.5' COVER ol NEGATIVE DECLARATION, DATED JULY 2001. / ......._ __ ---~ -_ 18 0 . g --...... // ----+ "--.. / A -0 "<I-""I "--.. / EIJ D <:,o.p ~ l + 1--'r" ---... / ~co Wc:i: -......_ ...___ / 102.00 LF Wt-..._ / 6" PVC SEWER < I- I ..._ -1--W V>V> ......._ .,..-/ @ 9.20% _ __, / V> W I ......._ _,.-I WW - - -----N V) -----'° I wz APPROXIMATE '° V>....J 42" STEEL CASING [GROUNDWATER II W t!j I 24-" CCFR PM 4:,. CARRIER PIPE ELEV (EST.) w z V> 1--U / v ....1 SLOPE=0.123%/ -~I SEE DETAIL : f ~ '====================================================================================================~=========='--=1,= L2./ ========================================================-:~ 12 13 14 I 206-172-07 \ ' PROFILE SCALE : 1 "=20' HORIZ 15 15 EASEMENT PLAN SCALE: 1"=20' 16 17 SEWER DATA TABLE NO. BEARING/DEL TA RADIUS LENGTH DESCRIPTION 1 N70'58'12"W 600.00 24"CCFRPM N70'58'12"W 102.00 6" PVC SOR 35 NOTE: 30" HOPE AND 6" PVC SHARE HORIZONTAL ALIGNMENT. 6" SEWER SHOWN OFFSET FROM ALIGNMENT IN PLAN VIEW FOR VISUAL CLARIFICATION ONLY 18 "AS BUil T" ~ -, , .... P.E. ~ & . EXP .. ~ -:?I•/"' REVIEWED BY: JI.I 11 /'% $ c✓/////d/? -40 -30 -20 -10 -0 --10 DATE INSPECTOR DATE l----+----l-------------+----+--t--+----I I SH5EET I CITY OF CARLSBAD ~ ENGI NEERING DEPARTMENT ~ ::=='---'===============----'=== IMPROVEMENT PLAN S FOR : r, / CAUTION: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT 0 () OCJ 0 0 ~ "' --OCJ C U' f, ru 0 0 u C 0 cf) r---r---.,,. / ,, SEWER LINE A-PLAN AND PROFILE _g TOPOGRAPHIC SURVEY AS SHOWN IS GRAPHIC SCALE ~iofESsio~, STA. 12+00.co TO 18+00.00 '." BASED ON SEVERAL SOURCES . 10 ~,,-'-J ~,;_,'4< D u D E K APPROV_ED BY: Wl \_,LI A~l;LUMMER DATE 0 CONTRACTOR IS RESPONSIBLE TO o 10 2,0 ~~.,,. ~l · :1., --~ -..,... ~ Of:l-7.J,nll', ,;; VERIFY AND ASSESS THE IMPACT PRIOR 1 !it !/.. ,;;; DEP UTY CITY ENGINEE R PE 28776 EXPIRES 03-31 -20101 ~ TO BIDDING. * ~. 593 * Dudek & Associates, Inc. 7K "A S BVIL T" ~ '-' / ,I ( IN FEET ) up. 12/31/~~ 605 Third Street Encinitas, CA 92024 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: _,Lt;,:'Lt,____ PROJECT NO. DRAWI NG NO , ~ '-.I 1 INCH 20 FT ~ E' CIVIL 1•"° 760.942.5147 Fax 760.632.016◄ CHKD BY: ~SA,,,___ CP 3537 450-9 c L--==============:.. __________ _:_ _ _::_~----------------------------------....:::0:F:C:•"'::~ _____________ J E~N~Gl~NE~ER~OF~W~O~RKk===R~E~Vl~Sl~O~N~D~ES~C~R~l~P~Tl~O~N===~O~TH~E~R~A~PP~RD~V~AL~~C~ITY~AP~PR~O~VA~L~~RV~W~D~BY~:~R~B=~~======~=~==~~ 0 C.11 ::E 0 G) .... +>, ,_. C.11 l\l 0 ' ~ 40- 30- 20- 10- 0- -10- 0 0 ♦ 0 0 LO c1; 6'' SD R35 PVC SE WER MIN 3.5' COVER 0- • z t-...... - w<C --Wt- --JEXISTING GRADE l: ,( I(/) Cl) I ww N LLJZ CD (/)...J ~ I II ~ w <( ::::e 18 120.97 LF 6" PVC SEWER @ 9.20% -- -- 42" STEEL CASING --- 24" CC FR PM d> CARRIER PIPE SLOPE=0.123%,,-----.. SEE DETAIL 1 12 MICROTUNNELING SHAFT STA 19+20.97 'j---...._ ~- '-... R M=9.51 ......__ IE IN=+6.00 ~ ~ .,, <;;I It) <q Ii} a) "? ~ -~ -I I . --II I i!'-I I-II II ::::> ::::> 0 z 0 z w w w w PROFILE SCALE: ~ fl --· •• ---·-I =LU HUKIL 19 1"=8' VERT SEWER DATA TABLE NO. BEARING/DEL TA RADIUS LENGTH DESCRIPTION 1) N70°58'12"W 120.98 t4"CCF,qPM " w 24" C905 CL150 PVC SEWER SLOPE=0.12 % ANTICIPATED --APPROX. GROUNDWATER ELEV. +1 EX 24" VCP SEWER PIPE :21 N39"42'26"W 22.69 24" C905 CL150 PVC SEWER 3) N70•5a•12"w 120.97 6" PVC SDR 35 NOTE: 30" HOPE AND 6" PVC SHARE HORIZONTAL ALIGNMENT. 6" SEWER SHOWN OFFSET FROM ALIGNMENT IN PLAN VIEW FOR VISUAL CLARIFICATION ONLY \ ACCESS FROM ADAMS STREET 206-200-03 SEE NOTE 1 ~ 20' SEWER EASEMENT DOC. NO. 2007-0761179 2o5 -2 oo-o 4 DA TE: DEC. 7. 2007 N Ill + 00 \ 20' SEWER EASEMENT \ \ \ 206-200-05 -40- ·-30- -20-- -10-- -0 -- ·--10 -- \ \ <El It) 00 1 II I-::::> 0 w N 42.40' OF 12" C900 CL 150 PVCl SEWER PIPE -<O <( -II I') < VJ z =« ci < (.!) "' -;;= 0 z □ o :::; I "' . ll) D 0 < 0 I-I-VJ --' z u < I ::::> /': I-< g:-w uo 0 (fl 0 Za::D + owz -UCL< --- TOP OF PIPE v Ol N I II z w 1 f-(/) 0.. :::; u ' <Xl - 0 v N v + - Ol v 0 -II z w <( -Ii <VJ <(.!) -;;= □ o Ill ~ I-VJ --' u < ::::> /': I-go -w uo (fl Za:: D owz U CL < sz APPROXIMATE /GROUNDWATER ELEV (EST.) PROFILE 12" PVC BRANCH SCALE: 1 "=20' HORIZ 1"=8' VERT O f:>E:N CUT NE"W 24'1 c.-q o 5 S£'-/£/:? fAOM AW# 6 TO EX. Al-I#' I~. 8,REAK INT'O AND C.ONIJE C. ,-r o Al-I ~ I 'I. &. -40 -30 -20 -10 -0 ---10 2 STANDARD CAST IRON ACCESSHOLE FRAME & COVER -SEE DWG. NO. S4. FOR NON PAVED LOCATIONS INSTALL 12" WIDE X 12" THICK CONCRETE COLLAR VARIABLE . -- l 3' DIA. JOINT DETAIL PIPE TO AH JOINT DETAIL FOR PAVEMENT OR FINISH GRADE. I •12 : I 1 ~ 3" t T 12" WIDE X 6" THICK CONCRETE COLLAR WITH 3" ASPHALT CONCRETE OVERLAY (TYPICAL). ADJUST RINGS AS REQUIRED. MAX.=11'', MIN .=5", TOP=2-2 1/2" RINGS. BENTON I TE CLAY PANEL --A RUBBER GASKET PLAN POUR BASE AGAINST UNDISTURBED SOIL OR 6" MIN. ROCK BASE REQUIRED ACCESS HOLE PROFILE PVC -USE PLASTIC ACCESSHOLE COUPLING PVC LINING 1• WELD SlRIP 4" JOINT BUTYL RUBBER SEALANT ROPE , s·--i ",-~, SlRIP _ ~ "f----+'\~~- CLASS C TYPE BENTONITE FIELD MORTAR 2: 1 CLAY PANEL MASONRY SAND/ PLASTIC CEMEN T JOINT DETAIL MIN SLOPE . WIDTH SHALL EQUAL 1" PER FT. INSIDE DIA OF PIPE. INVERT GRADE _/I • BENTON I TE • • l)'CLA T PANEL. ..--, ~ ' A DEPTH=MIN. 3/4" Pl~'E DIA. SECTION A-A NOTES: IN STALL 1" WELD STRIPS WHERE T-LOCK IS WELDED ; I.E., TOP OF CH ANNEL, SHAFT TO SHELF, TURN BACK TO PIPE FACE, CORNERS, ETC. PVC TURN BACK ON PVC PIPING SHALL BE A MINIMUM OF 6". PVC TURN BACK SHALL BE HELD TIGHT TO PVC PIPING BY 1 /2" STEEL BAND WITH CONTACT CEMENT ADHESIVE APPLIED TO BOTH SURFACES. INSTALL NONSKID SURFACE ON ACCESSHOLE SHELF. INSTALL PRE FORMED CORNER TURN BACK UNDER RING. WELD 4" JOINT STRIPS AND FINISH BOTH EDGES WITH 1" WELD STRIPS. COMPLETE CONCRETE CHANNEL SH ALL BE CONSTRUCTED WITH FORMS AND ALL BUT THE LOWER 90° SHALL BE T-LOCK LINED. THE "T'S" SHALL RUN VER TIC AL AS IN THE ACCESSHOLE SHAFT AND SHALL BE TACKED AT THE TERMINUS OF THE T-LOCK. SIDES AND ENDS OF THE BASE TO BE EITHER FORMED , SANDBAGGED OR POURED AGAINST UNDISTURBED EARTH. ACCESSHOLE SHELVES TO BE SLOPED 1" PER FOOT TO CHANNEL. WRAP ACCESSHOLE BELO,{ GRADE WITH BENTONITE GEOTEXTILE WATERPROOFING SYSTEM, VOL TEX C R OR AF-"ROVED EQUAL & INTERIOR OF ENTIRE ACC ESS HOLE (EXCEPT ~ 90°AREA AT BOTTOM OF CHANNEL) WILL BE LI.I RAVEN EPOlCY PER CS DS -.1.A. O DATE: DEC. 7. 2007 + DOC. NO. 2007-07611BO ll)1 C? (s 1 J \ ~s , \ REINFORCTD SILT FENCE REQUIRED \ \ ON STEEP SLOPES. ADDING GRAVEL BAG WEIR AT DRAINAGES. DOUBLE \SILT FENCE MAY BE REQUIRED. INSTALL TEMPORARY FENCE AT LIMITS OF WORK ALL LINER JOINTS SHALL BE HEAT WELDED BY WELDERS CERTIFIED BY THE PVC MANUFACTURER. LINER WILL BE SP ARK TESTED AT 20,000 VOLTS MIN . 0 "' = ...... 0 J.1--+ I ~~~ LO I \ ----I LIMIT OF WORK ~~~ ____________ 1 __ ---~~-____ I -~,@ ~tiir======:a:a:::::,r=f=====r=rr=~::;;:::~c~ f',_-:-\ -_, ___ .,.- (/) I 19 .\-- ~(/)~...J,-1--r----------l(------',----,,,"--~--~-f--~ --=-----~'V-~~~ :... -~ I ~ · \ REHAB EX AH NO. ~ 19+20.97 AH NO. 5 ______ ----~~\<---=:-;;-sf,;;;;,;;;:;..-__.~ \ 19 SEE TABLE ON <(~ CONSTR~CT 5' DIA DROF'___hC.CESS f-!OLE __ _ \ SHEET 11 ::::E 1:ER CITY STD DW.G _S-2:c----.----EXIST SEWER EASEMENT --AND DETAI ---_ --1 19+43_66 AH NO. 6 DOC. NO. ~41~2~2-Z~--rl~ 19979_§_1 -~--.-9 6 CONSTRUCT 5' DIA ACCESS HOLE DA TE: MARCH 5. 1964 ~ -------AND DETAIL 6 1 -\------- CAUTION: \ \ \ =1997944.17 =6232140.03 \ \ 10 PLAN SCALE: 1"=20' 6 \ \ \ \ \ TOPOGRAPHIC SURVEY AS SHOWN IS BASED ON SEVERAL SOURCES. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ASSESS THE IMPACT PRIOR TO BIDDING. GRAPHIC SCALE 10 0 10 \ NOTES ' 1. CONTRACTOR SHALL ACCESS PROJECT AREA 20 FROM ADAMS STREET, ACROSS PARCEL 206-200-04. CONTRACTOR SHALL PROVIDE A GRADING PLAN AS NECESSARY FOR VEHICLE ACCESS ACROSS PARCEL 206-200-04. GRADED ACCESS ROAD AND DISTURBED AREA SHALL BE RETURNED TO PRE-PROJECT CONDITIONS AT THE CONCLUSION OF THE PROJECT. PROPERTY LINE SHALL BE SURVEYED AND STAKED TO REPRESENT I[_ AT CONCLUSION OF PROJECT. 2. CONTRACTOR SHALL PROTECT IN PLACE ANY STRUCTURES EXISTING OR BEING BUil T DURING THE INSTALLATION OF NEW SEWER LINE 3. ACCESS HOLE RIMS IN UNPAVED AREAS SHALL BE CONSTRUCTED TO 6 INCHES ABOVE EXISTING GRADE WITH ACCESS HOLE MARKER POST PER CITY OF CARLSBAD STANDARD DWG . S-9 ACCESSHOLE BASE PVC PIPE SECTION 8-8 ACCESS HOLE SHALL BE VACUUM TESTED PRIOR TO INSTALLATION OF PVC JOINT WELDS & BACKFILL PVC LINED ACCESSHOLE AND CONNECTION DETAIL 1 NOT TO SCALE VAR "" u 0 N '-.. en '-.. ro ~ CJ L----------------------------------------------------1[1_ "AS BUILT" DATE REVIEWED BY: 4/a,r/; $,:,/ I/Yt?/? INSPECTOR DATE I SH6EET I CITY OF CARLSBAD I SHEETS I 1----+---t--------------t----r--;---;--~ ENG INEERING DEPARTMENT 12 1----+---t--------------t----r--;---;--~ IM PROVEMENT PLAN S FOR: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT SEWER LINE A-PLAN AND PROFILE STA. 18+00.00 TO 19+43.66 DUDEK APPROVED BY: W~~-PLUMMER DATE /4?.rl4t, f,.. ~ •, 08-21-08 cD C-r-- ..;- ./ D' , 0 / 0 < C J / D -a 0 C D' 0 u C 0 ,:, ~ T DEPUTY CITY ENGINEER PE 28176 EXP IRES 03-31-2010 c Dudek & Associates, Inc. '~S B U IL I'' ~ 605 Third Street Encinitas. CA 92024 DATE INITIAL DA TE INITIAL DATE INITIAL g~~D s;;-~,-:s:.A~_-_-PROJECT NO. DRAWING ND. '.:,, l--===============--------------------------~~(~l~N~F:EE~T=)~~--------------~:::::::::... ____ 7_6_0.9_◄_2-_sl-◄?_F_••-7-60_.6_l2_.0_l64--~EN~G~IN~EE~R~OF~WO~RKk;;;;;;;;;;;;;;~R~E~V~IS~IO~N~D~E~S~C~Rl~P;;Tl~O~N;;;;;;;;;;;;;;;;;;fo~TH~ER~l~p~pR~OV~AL~~c~1TY~AP~PR~o~vA~L~R~V~W~D ~B~Y~: ~RB~~~;;;;;;C;;P;;;;3;;5;;3;;7;;;;~~4;;5;;0;:;;;;9~~wn 1 INCH = 20 FT. 011209 0 a, :E 0 G') -.l:,,. ..... 0, I\) 0 tb 10- 5- co I--' ~~ W I W I (/) -10 4 11 C I-III NN EL £ /\ I I EXIST. SEWER LATERAL / CONNECT EXIST. 4" PVC PRIVATE LATERAL TO NEW ACESS HOLE. CONNECTION INVERT TO MATCH CROWN ELEVATION OF 24" VCP MAIN CONSTRUCT THE BASE AROUND THE EXIST. 24" PIPES. SEE SHEET 2 FOR AH CONSTRUCTION SEQUENCE. ---~~-----.----- --------EXIST. 24tt VCP ~ JL/~ __ L0/;/~1 ~ 1 -------------""''\'';,~=~ SEWER MAIN ,I ,/ \ 1 1 sz 1,-~ -<-----,, r-- ~ 00 z ll) I + ~ <( ~ v ,,_ • I > <( II w f-w z VJ - ---- -5 APPROX. I I . \ -, , I I --------'-, ~ -I I : : ---------I I • _ 0 \1--1--:\---~--------s~~,o~-~16:%~. ------~1,17~,1 :==;;o: _ ___':~--I I \ \ \ \ CONSTRUCT NEW \_., -5' DIA. ACCESS HOLE PER CITY STD DWG S-1A ( GROUNDWATER ELEV. +1 ------ EXIST 24" VCP SEWER \ ---_ ___,_ ___ _ AND DETAIL Ci) ' I ' 206-200-06 2 , I I I I -0 0.15% _____ ___, PROFILE SCALE: 1 "=20' HORIZ 1"=2' VERT CONNECTION DETAIL A.H. #7 NOT TO SCALE ED Ci], \ REMOVE & REPLACE EXISTING 206-200-07 \\ IMPROVEMENTS IMPACTED BY AH \\ \REHAB. REPLACE SAND CONTAMINATED CONTOURS DO NOT DURING CONSTRUCTION. REFLECT CURRENT 1 / CONDITION, EXISTING \ IMPROVEMENT NOT SHOWN <?, ,,.~ 206-200-12 EXISTING S.D. SEE TABLE ON SHEET 11 \-1, ~ \ ~ REHAB EX AH NO. 20, \ SEE NOTE 1 FOR ACCESS I i EXISTING COLORED CONCRETE BOAT REQUIREMENTS 1 1 RAMP NOT SHOWN, REMOVE & \ I \ REPLACE SECTIONS AS NECESSARY \ , \ TO INSTALL ACCESS HOLE _ EXISTING 15' WIDE q_ _ _ _ _ n\1 \ SEWER EASEMENT u' _ ------1 ' DOC. NO. 41723 \l -------_,.,.,.. -h (-=:J-__ 1 , DATEDMAR. 5. 19'3_4_-i'.-----±-'--'~ ---~--\ \ ~ --------\ ~ ~ -------~ ----------~ --------'- \ I I I I I I 1 / 200-200--J3 l a / ; EXISTNG I ~ 4--SEWER LATERAL 1/r--REHAB EX AH NO. 21, SEE TABLE ON SHEET 11 REMOVE AND REPAIR EXISTING IMPROVEMENTS AS REQUIRED ----- __ -----1 -oo r---_ ---__ -------\?i \I \ ---, --· ,i.__ v, - ---------------~~ _ ~-____ ______ ~ \\ / \ ----~ 1:::----------EXISTNG PRIVATE _ ~~>----24-·• \/g~= ---________ --\ \ _ _ _ \ _:_ '-__,,; '/ , ',,' S.D. PER DWG 369-9A --~----.----T .., - _ _,,,. \ / ,.,-'~ , ~ ' '- _-\----- ~ ___ -,-----' '[:\·1 \\\ I 1 / I /' '--..--._ '~SITE ACCESS FROM ---\ , 'STA 1+15.01 ANTICIPATED \ ~ EXIST. 24" / f; '-...,,' ~ ;:--..., COVE DRIVE. 1 NEW AH. NO. 7 LOCATE \ \ ACCESS ROUTE" --___, VCP SEWER / I '-, '--..-.. ' 1 AT EXISTING LATERAL I 1 TO EX. AH NO. 20. -... '-, -...<<t.• ''--... I \ I I ' -. ,- \ CONNECTION _.,,. _ -'I -SEE NOTE 1 '--... ~~-'-, SFE--GE-rA'IL ___ 1 V 1 ",-------1 1 1 1 I '-... -...:::__ '-... t/1=1997922.30 ~ 6 A -_.,' ------------_ ; \ \ '--... '- £=6232368.36 '-..::.../ ,-__,, -..; \ ! I\ , ---------[}©TING GROUTED / ROCK UPEN -DRAltJA,~Gi;._E_------1--,,~'-\-------------------------------------I f; ,, , -. ---=---' ' \ \ GRAPHIC SCALE 20 D 20 7 ( IN FEET ) 1 INCH = 20 FT. "AS BUil T" ,,. . .., P.E Zff/7(, DATE REVIEWED BY: I I ,__ _____ \;;___-------------+-----· 1 i~ ---CHAN~ ---------✓11 \\ ~QJ;NTRACTOR SHALL MINIMIZE IMPACTS TO ----------;---/•---------__ ------',,,: I EXISTING IMPROVEMENTS & LANDSCAPING USING / _ ,1/arR St/@i/t?/7 INSPECTOR //·23-t)9 ,, CAUTION: PLAN SCALE: 1"=20' A REASONABLE ROUTE ACROSS PROPERTIES TO ACCESS SEWER IMPROVEMENT WORK SITES DATE I SH7EET I CITY OF CARLSBAD f-----+--+------------------11-----+-----l---+-----1 ENGINEERING DEPARTMENT f-----+--+------------------11-----+-----l---+-----1 IMPROVEMENT PLAN S FOR: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT SEWER IMPROVEMENTS :,; CL n v N a) 0 0 N lO n Q -0 C 0 0 QI I 0 ~ "' " "' l'-- 1'--v / -0 0 .D "' 1: 0 TOPOGRAPHIC SURVEY AS SHOWN IS BASED ON SEVERAL SOURCES. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ASSESS THE IMPACT PRIOR DUDEK APPROVED BY: ~M E. PLUMMER DA TE ';;- ~4(-/4~ •• l~-<X,-04 "' ~ TO BIDDING . -:J Dudek & Associates, Inc. 605 Third Street Encinitas. CA 92024 760.942.5147 Fax 760.632.0164 l-:-=--=-cd--=::--+1/X~~~~B~O~l~LT~=-=-c--c--==--ccc-c=-=-==cc-:-:--cc----+--l----l--,---,-,/-,----=-1 DEPUTY CITY ENGINEER PE 28176 EXP IRES 03-31-2010 ~ ,1.0=,>lc.::3~/01"1-c--",R",-B,..+,11'-'-'--\-"'SHc:.:E:.=E"-T--'7--"-'RE='-P-"-LAc.::CeoEe:cD....:.l:..:.N_:_A.:,eD:.e.D=:EN.:..:D'-"U.'..'.'.M__,H,_,_1_--l~--+---l"'-"'Pu.fi~~~ l,i).PD QI DATE INITIAL ,__D_ATE_~I_NI_TlA_L-+-_DA_TE~~IN_ITl_A_L_, CHKO BY: -"'Se'-A _ o, r-OWN BY: k'k' I PROJECT NO. I DRAWING NO. C REVISION DESCRIPTION OTHER APPROVAL C1TY APPROVAL RVWD BY: RB CP 3537 450-9 .5 L----------------------------------------------------------------==-----------------===============================================~;;:- ENGINEER Of WORK 011209 ' I I I _j __ _..:..-I I / / / / l ~--..,----- -----/ , I -_____ ' I ! I -~so . / , 1 /_____,__.....,-s o........, --.--- 1 I I I \ I \ I I I \ I I \ \ REHAB EX AH NO. 22, SEE TABLE 0 SHEET 11 I I \ \ I I \ ., I I I \ : I \ EXl~T GA TEi PROTECT IN PLACE -,'__/ ~ ' Q_ ~ REHABI / Ci I EXIST AH. NO. 23A SEE TABLE 1 ON SHEET 11 L..--.--=- I ' ' J I I I I ( \ I I I I I I / / / ! ! ;' ' ' ! I I I I I ' , I I / / ' " / I .! ! i /! I I / / I I I I I i / , I / I ,I / I / I I I I I ! ' I ' I I ,, 1/ ' I I I f.v I /iA i I/ .:: /' /~ i ' 10 ' I I ' I I I / ,1 /l / I I l / / / / / / / / ' ' // / II // I '! I / I I / EXISTING 15' WIDE SEWER EASEMENT DOC, NO , 41724 DATED 3/5/64 I ; I I AREA WITHIN EASEMENT BETWEEN AH N0.8 & AH NO. 9 SHALL BE GRADED TO ALLOW VEHJCLE ACCEStD SEE DETAIL 1 15' WIDE SEWER EASEMENT DOC. NO. PM MAP NO 18348 DATED SEPTEMBER 29,1999 ' ~--~------------------ \_ ------------------------ ,_ REHAB EXIST AH . NO. 23 SEE TABLE 1 ON SHEET/) I I I I I I I I I CONTRACTOR TO REPAIR & RESTORE EXISTING CONG. WALK AND SURROUNDING FEATURES AS REQUIRED TO MATCH PRE-EXISTING CONDITIONS. CONTRACTOR TO INSTALL 6~EXTENDABLE BACKWATER VALVE IN-LINE WITH THE EXISTING LATERAL. CLEAN CHECK INC. EBVP401 AP OR APPROVED EQUAL. INCLUDE TRAFFIC RATED CLEANOUT FRAME/LID AND ALL ASSOCIATED SURFACE REPAIR ONCE INSTALLED. -----+----> l EXISTING PU BLIC ACCESS EASEMENT _j l ii 1j_ I L l PLAN l l I SCALE: 1''=20' CAUTION: TOPOGRAPHIC SURVEY AS SHOWN IS BASED ON SEVERAL SOURCES. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ASSESS THE IMPACT PRIOR TO BIDDING. 20 ~~ GRAPHIC SCALE 0 20 l 40 l -- EXIST FENCE PROTECT IN PLACE \ I I I II / REHAB ---\ \ \ ) --✓ --- / i' _ ... / I REHAB ! EXIST AH . NO. 24 SEE TABLE 1 ON SHEET 11 I I I I I I I i I i I I I I i I ' i I - I I I I I I i li EXIST AH . NO. 25 SEE TABLE 1 ON SHEET 11 I I I I I I I I I I /'/ I ~-G-TOR-SHALL R8' AIR &-RESTORE-E-XIS+INB-- G8NGRE-TE-WAl::~8A-=r-R-AMP & I IAND RAIi:: 5- REQl-JfRED-TO MA-1eH-PRE--EXIS 60NDITIONS: FRAME' AND CONE NOT RE:MOVED D UDE K 1. VERTICAL ALIGNMENT SHALL NOT EXCEED 15% SLOPE. 2. HORIZONTAL ALIGNMENT SHALL BE CONTAINED WITHIN ACCESS EASEMENT, 15' 2% \_COMPACT TOP 8" TO 85% TYPICAL VEHICLE ACCESS~ CROSS-SECTION DETAIL 1 NOT TO SCALE W-E:L1' COVER TO F'RAME IN REMOTE L.oe..-.T1ONS RE:F"ER T"O PLAN EXISTING BRICK AND CONCRETE LINED ACCESS HOLE TO BE ABANDONED. & I REPLACE 4" OF AC AND 4" OF A.B. MIN. OR MATCH EXISTING ';ef~· I ~ '•,,, SAWCUT AND REMOVE THE TOP 18 INCHES OF EXISTING ACCESS HOLE , (TYP) CUT AND ~P~L~U~G~~~ ABANDONED SEWER LINE WITH CONCRETE SLURRY. (TYP) BACK FILL TO 60TTt1M OF CONE ACCESS HOLE WITH ACCESS HOLE ABANDONMENT DETAIL NOT TO SCALE CONTACT GAOUT .& CONCRET'E' PLU~ 2 "AS BUil T" P.E, ?.8 /" EXP . ..,_-;,,. J? REVIEWED BY: ;t/arl: 5v//i//?J/7 INSPECTOR ( DATE //-23-,:?g DATE I SHBEET I CITY OF CARLSBAD I SHE ETS I 1-----1---1--------------------+---+---t-----t----1 ENGINEERING DEPARTMENT 12 1-----1---1--------------------+---+---t-----t----1 1-----+---1------------------+---+-----+---+-----1 IMf'ROVE MENT PLANS FOR: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT SEWER LINE B PLAN AND PROFILE tD 0 0 N --,,., 0 D " C 0 0 ~ _L 0 => o , <( 1.n r--,.._ " / " 0 -" m C 0 u APPROVED ~Y: WILJ,]4~ E, PLUMMER DATE ~~... t: ~~~ 10~~-ce :o- 1c--=-.::-;-:-::1--=c=--~~;.:1'='s::-"::e'-cuc--:1c::Lc--Tc==-:-:-c-:-::-::c=-:c:-:---;;:---t---t---t-:-cT--,r--:-:;;;;;-1 DEPUTY Cl TY EN GI NEER PE 281 76 EXPIRES 03-31-2010 c 605 Third Street Encinitas. CA 92024 ' Dudek & Associates, Inc. 10/3/0 SHEET 8 REPLACED IN ADDENDUM 1 /b. DWN BY: PROJECT NO, I DRAWING NO. :! DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: ~Sec-A~ o> ( IN FEET ) 760,942-5147 Fax 760632,0164 REVISION DESCRIPTION -CP 3537 450 9 c ENGINEER OF WORK OTHER APPROVAL CI TY APPROVAL RYWD BY: RB -w 1 INCH = 20 FT. ,..., L_ ___________ ___:-=::..:...::,~ ___________ =:._ ______ .=;;;;;;;;;;;;;;;;:;:::~;;;;;;;;;:;:::;;;;;;;;;:;:::;;;;;;;;;:;:::;;;;;;;;;:;:::;;;;;;;;;:;:::::;::==::;;;;;;;;;:;:::~;;;;;;;;;:;:::~;;;;;;;;;:;:::;;;;;;;;;:;:::;;;;;;;;;:;:::;;;;;;;;;:;:::;;;;;;;;;:;:::~;;;;;;;;.;;;;:J o. 011209 STA: 0+00.00 CONSTRUCT NEW 5' DIA. ACCESS HOLE ,,----.._ SEE DETAIL 1 6 EXIST. 24" VCP SEWER CONSTRUCT THE BASE AROUND THE EXIST 24" PIPE. \ \ \ \ \ \ &. NEW 24" C -"t05 PVC SEWER MAIN FROM A.H . NO. 2 ---------~\~l-<1111-t\ S=0.13% ... \ I I I •' ,:. ::c:.:1;;~ •• I PLUG AND FILL IN W/GROUT EXIST. 24" VCP SEWER CO NNECTION DETAIL A.H. #1 1 al NEW 24 "VCP SEWER MAIN TO AH NO. 2 _,,. ST A: 11 + 41 . 53 NOT TO SCALE \ CONSTRUCT NEW 7' DIA. ACCESS HOLE. SEE DETAIL 1 AND SECTION 1, SHEET 11. 3 -----42" STEEL CASING FOR BACKFILL REQUIREMENT;::,,----... SEE DETAIL A 42" STEEL CASING 12 A NEW 24 "CCFRPN SEWER MAIN FROM A.H. NO. 5 FOR BACKFILL REQUIREMENTS SEE DETAIL SECTION 1 11 CONNECTION DETAIL A.H. #4 4 NO T TO SCALE 4 CONSTRUCT NEW 5 ' DIA. ACCESS HOLE PER CITY STD. DWG S-1A SEE DETAIL 1 6 STA: 1+37.12 I I I S=0.13% I I + -----t-----4--}..-.-\ \ NEW 24" PVC SEWER MAIN TO A.H . NO. 1 ~ II I I I \ 42" STEEL CASING ---------, FOR BACKFILL REQUIREMENTS SEE SHEET 12 S=0.147% CONNECTION DETAIL A.H. #2 NOT TO SCALE 42" STEEL CASING FOR BACKFILL REQUIREMENT ,..----... SEE DETAIL SECTION B 1 6" SDR 35 SEWER MAIN 11 NEW 12" PVC SEWER MAIN FROM A.H. NO. 3 S=32.85% " 2 3 .a1 NEW 24 " VCP SEWER MAIN FROM A.H. NO. 4 '----T (2) 22.5. ELBOWS £ ------ /J,. NEW 24"CC.FPPl'1 SEWER MAIN TO A.H. NO. 4 I I I -. I I~ I -....._ I ...._ ~ RE'F: rtl CARL SBAD STD Dw'4 S ·2 F'OR DROP LATERAL. CONSTRUCT NEW 5' DIA. ACCESS HOLtB SEE DETAIL 1 6 STA: 19+20.97 c.-90S a. NEW 24",\ PVC SEWER MAIN FROM A.H . NO. 6 CONSTRUCT NEW 5' DIA. ACCESS HOLE ,,--, & SEE DETAIL 1 I 6 / S=6.6% I l EXIST. S " VCP SE WER MAIN FROM HOOVER STREET CUL-DE-SAC S=32.85% CONSTRUCT THE BASE AROUND THE EXIST 12" PIPE. NEW 12" PVC SEWER MAIN TO A.H. NO. 2 STA: 1 +42.40 & NOTE 1: EXISTING 8" VCP SHALL REMAIN IN SERVICE DURING A.H. CONSTRUCTION. ALL BASE CONSTRUCTION CONNECTIONS AND ALL RINGS SHALL BE COMPLETED WITH APPROVAL BY CITY INSPECTOR BEFORE BREAKING OPEN EXISTING VCP. CONNECTION DETAIL A.H. #3 3 NOT TO SCALE 3 "AS BUil T" - P.E 'J-8, EXP.,.,·:->'· '7- REVIEWED BY: 4/orJ: 5'r:,1//1!/ao INSPECTOR C. ~-,. DATE //·23-c?9 DA TI:. CONN ECTION DE TAIL A.H. #5 5 I SHgEET I CITY OF CARLSBAD I SHEETS I t----+---t--------------+----+----+--+------1 ENGINEERING DEPARTMENT 12 NOT TO SCALE 6 ·DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760. 942.5147 Fax 760.632.0164 t----+---t--------------+----+----+--+------1 DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLAN S FOR: NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT ACCESS HOLE DETAILS APPROVED BY: WILLIAM E. PLUMMER DATE &f/4'.,(/~ -f ~-, --, B-Z.l-06 DEPUTY CITY ENGIN ER PE 28176 EXPIRES 03-31-2010 DWN BY:~- CHKD BY: ~S~A _ RVWD BY: RB PROJECT NO . CP 3537 I DRAWING NO. . 450-9 ~-----~ ::, <( N 0 0 ~ OC) 0 CJ C,J ...._ "' ~ OC) r--- D 0. '~ r--r---.,,. / '" • 0 ,' 0 < u / 0 ' 0 0 C C' ~ '" C, <D / n C t, L 0 " '" I 0 ' 0' <l "' ,... r---~ / -0 0 .D ~ " 0 u / G ' L '" '" C ry C I, I / 0. 011209 0 c.o :E 0 G') ..... .j:::,, ~ Ul I\) 0 • c.o DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 9202◄ 760. 942.5147 Fax 760.632.0164 NEW 24" PVC SEWER MAIN TO A.H. NO. 5 CONSTRUCT NEW 5' DIA. ACCESS HOLE EB S E E D ET A I L ----------1____ 6 .£ REMOVE'. El(. VCP ANO C..CNS"r~l.'C-r NN ,i.cc.E :;s HCLE" £ STA: 19+43.66 CONST"RVC.T" NC.'-! 2 ◄ 01 C-"105 PVC SEWER ~OM AI-J N, l'l TC-J\1-1 N, e CONNECTION DETAIL A.H. #6 NOT TO SCALE CAST-IN-PLACE BASE 12" 6 6 - HOPE __ / PIPE \~~"-,--.-~--J I 4 d .::\ -t • • • I • ;_,.'..---ACCESS HOLES I • • f/ NO. 2, 4, & 5 -~ -~1/i~ I"' / -i / ;~ -1-t-- ,- /\ -l ..( -1-1-~--..c...::::..::~/=~~=l.E;;;::\=::::s\.---AN CHOR RING PER N : • :. . ,, INDEPENDENT PIPE ~ I • • • PRODUCTS OR ~-L ____ ·---..__ · APPROVED EQUAL ' --...· NOTE: HDPE CONNECTION DETAIL SHALL BE USED FOR ALL HDPE PIPE CONNECTIONS TO ACCESS HOLES UNLESS OTHERWISE NOTED OR APPROVED BY CITY OR ENGINEER HDPE TO ACCESS HOLE -CONNECTION DETAIL 12 NOT TO SCALE VAR "AS BUil T" P.E. ,.., ~ -EXP.-:-_.,__,.'~- REVIEWED BY: M'a,K 5 w 4f"a /? INSPECTOR IMPROVEMEN T PLANS FOR: DATE //-:?3-09 DATE NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT ACCESS HOLE DETAILS APPROVED BY: WILLIAM E. PLU MM ER DA TE JA ,}_, ., ~ -c...,"t.~ -;..:>~¼~~~~----lo-C/' -Q • l:-=--;c:-;::-::l---::,::--+-"~lr-c::'~c::s=::--"e7u-==1 L.:'::'T:'-c-:"·=-:-:-:---:-::-=-:=,,..,.--;;c---+---+---+-,--+---:;;:--1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 03-31 -2010 10/03A(_,Of INRITIBAL /1 \ SHEET 10 REP LACED IN ADDENDUM #1 '().,-.rJ.,n • -~ OWN BY: K K I PROJECT NO. I DRAWING NO . ,c DATI: INlllAL DA"TE INITI AL CHKD BY SA 1---~---1--~---1 ' ---CP 3537 450 9 EN GINEER oF woR K REVISION DESCRIPTION oll-lER APPROVAL aTY APPROVAL RV WD BY: RB . - ::, n OJ 0 a ~J ,..., a 0 .,- ;:', 0 ~ 0 0 C O' ~ "' 0 --------------------------------------------------------------------------------------------------------------------------------------------(1_ 011209 t z 0 f- <1'. > ' <1'. OU 1x . w l!) -u... 0 f--- L _J NOTES: CHANNEL 36" FRAME AND COVER (ABOVE) CAST IN PLACE ACCESS HOLE BASE 15' -0" LIMIT OF EXC AV ATI ON 1 ------- • & &,7' -0" INSIDE DIAMETER 2 40" ID CORRUGATED STEEL PIPE (5x1) 10 GUAGE SHORING INTERCEPTOR SEWER PRECAST CONCRETE RISER ABOVE BASE SHELF (TYP) '--22' DIA BORE HOLE FOR CMP SHORING 2 1. FOR ACCESS HOLES, REFER TO SPEC. SECTION 03460. 2. SEE SHEET 12 FOR LIMITS OF WORK AH #4 DETAIL 1 12" WIDE x 12" THICK CONCRETE COLLAR PER DETAIL CD NOT TO SCALE L 'L.;-l'_L LEAN CONCRETE BACKFILL '---____, CLASS 100-E-100 T-LOCK OR APPROVED LINER -------< SHELF W/NON SKID SURFACE, MIN SLOPE RIM ELEVATION = EXISTING GRADE + 9" TO 12" WITH COLLAR STANDARD CAST IRON FRAME AND COVER SEE GENERAL NOTE 2 PRECAST CONCRETE GRADE RING 9" TO 12" HIGH x 3' -0" DIA PRECAST CONCRETE FLAT TOP 100" OD x 15" THICK WITH 36" DIA. OPENING r-"--'5>1""'--n--7,----i', 6" DOUBLE CLEANOUT, BOTH DIRECTIONS PER CITY STID. DWG S-7 6" SEWER LATERAL TO EDGE OF EASEMENT AND PLUG WITH 6" CAP, APPROX. 10' ~-84" PRECAST CONCRETE SHAFT 1400 'D' LOAD, 8" THICK WALL. SEE NOTE 4 -H 1/4" PER FT ~ SEE GENERAL NOTE 5 fnfti1-f----PROVIDE 316 SS BRACKETS WITH 2" CLR TYIP CAST-IN-PLACE ---1 MANHOLE BASE r--.. .. , 2.' -0" '.TYP) 1000 PSI CONCRETE SLURRY NOTES: WALL 5/8"¢ 316 ss EPOXY ANCHORSEB EVERY 5'. SEE DETAIL --2.__ 12" MIN ABOVE TOP - OF HIGHEST PIPE £ 24d' ID CORRUGATED STEEL PIPE (5x1) 10 GAGE #5 AT 12" EW, TAB MANHOLE SUBGRADE 4::.,,. 1. CONSTRUCT CHANNEL AND SHELF MONOLITHIC WITH BASE -eR-GRe1:tf-tN- SEPARA"FE FROM BASE CONSTRUCTION, WATERSTOP !S FOR SEPARATE GO~lS+RU~~ 2. FOR LIMIT OF EXCAVATION, SEE SECTION 2. 3. CHANNELS SHALL NOT BE PVC LINED ON THE BOTTOM 90" AT THE CHANNEL INVERT. 4. CONTRACTOR MAY SUBMIT ALTERNATIVE ACCESS HOLE CONSTRUCTION USING HDPE MATERIAL FOR THE ACCESS HOLE SHAFT. REVISED DESIGN SHALL BE STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. SECTION 1 NOT TO SCALE P: \Engineering\Corlsbad\47 _;r qu,1 11,.,.d ionda 3\6 iJesiq1 notc\CAC\Owq\47 7.5 PJ9.dwg Oct 03, 200:3 -12: 42pm 15' -0" LIMIT OF EXCAVATION 42" STEEL CASING FOR BACKFILL AND GENERAL NOTES: 1. FOR ACCESS HOLES, REFER TO SPEC. SECTION 03460. 2. STANDARD CAST IRON FRAME AND COVER PER CMWD STANDARD DRAWING NO. S4. 3. ACCESS HOLE RIM ELEVATIONS ARE APPROXIMA TIE. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED IN THE FIELD. 4. PRECAST CONCRETE MANHOLE COMPONENTS SHALL BE INTERIOR LINED WITH PVC T-LOCK LINER. REFER TO SPEC . SECTION 03475. NO. 9A 10 10A 19 TABLE 1: EXISTING ACCESS HOLE LOCATION SIZE COMMENTS EAST OF HOOVER STREET ROW 60" SEE NOTE 2 WEST OF HOOVER STREET ROW 60" SEE NOTE 2 WEST OF HOOVER STREE T ROW 60" SEE NOTE 2 NORTH HEDIONDA LAGOON 60" SEE NOTE 1 CHANNEL INTERCEPTOR SHELF END TREA TMENTCD 5. SEE DET Al L ___1_____ 6 CAST-IN-PLACE ACCESS HOLE BASES SHALL BE INTERIOR LINED WITH T-LOCK OR ARROWLOCK LINER. REFER TO SPEC . SECTION 03475. 20 UNDER EX. VOLLEYBALL COURT 60" SEE NOTE 1 21 APN : 206-200-12 60" SEE NOTE 1 SEWER CAST IN PLACE ACCESS HOLE BASE SEE SECTION 1 FOR REINFORCEMENT INVERT ELEVATION PER ACCESS HOLE SCHEDULE NOTE.: ENCAPSULATED CRUSHED STONE BASE SEE NOTE REQUIRED PVC LINERS NOT SHOWN ON THIS SECTION, INSTALL AS SPECIFIED. SECTION 2 NOT TO SCALE BEND BAR 7 5· (TYP) d d " d " a • " a d • \\ 11 1 1 /2" \1 (TYP) 11 I I 3 • -H (L N -• <1'. -0 4" 4 (TYP) 1 1 /2" 1 1/2" (TYP) (TYP) 4" (TYP) (TYP) PLAN LEGEND 0 NEW 6" PVC PIPE "' 0 NEW 1/2" x 2 1/2" TYPE 316 STAINLESS STEEL BAR, ROLL INSIDE DIA OF BAR TO OUTSIDE DIA OF PIPE (TYP) 0 NEW 1/2" x 2 1/2" TYPE 316 STAINLESS STEEL BAR (TYP) 0 DRILL 13/16" DIA HOLE FOR 3/4" DIA BOLT (TYP) 0 NEW 3/4" DIA STAINLESS STEEL BOLT, NUT AND WASHER (TYP) 0 DRILL 11/16" DIA HOLE FOR 5/8" DIA ADHESIVE ANCHOR BOLT (TYP) 0 NEW 5/8" DIA ADHESIVE ANCHOR BOLT W/ STAINLESS STEEL STUD, NUT AND WASHER , 5" MIN EMBED (TYP) PIPE SUPPORT DETAIL 2 NOT TO SCALE 6. CAST-IN-PLACE ACCESS HOLE STRUCTURES SHALL BE INTERIOR LINED WITH T-LOCK LINER . REFER TO SPEC. SECTION 03475. 7. BELOW-GRADE CONCRETE STRUCTURES SHALL BE EXTERIOR COATED PER SPEC. SECTION 03300. 8. PROVIDE BED OF 3/4" CRUSHED ROCK WRAPPED IN FILTER FABRIC UNDERNEATH ACCESS HOLES SIMILAR TO SECTION 1 SHOWN ON THIS SHEET. THE BED OF CRUSHED ROCK SHALL BE 12" DEEP AND EXTEND 12" BEYOND THE BASE OF THE ACCESS HOLE, ALL WAY AROUND. 22 NORTH HEDIONDA LAGOON 60" SEE NOTE 1 23 SIDEWALK OF COVE DR. APT. 60" SEE NOTE 1 23A SIDEWALK OF COVE DR. APT. 60" SEE NOTE 1 24 COVE DR. CUL-DE-SAC 60" SEE NOTE 1 24A COVE DR. CUL-DE-SAC 60" SEE NOTE 1 25 OFF COVE DR. CUL-DE-SAC 60" SEE NOTE 1 NOTES : 1. REHABILITATE EXISTING ACCESS HOLE WITH lflTERNAL RIGIB-t!NER- 6¥STEM. GON+AlflMEflT SOLUTIO ►lS' FIBERGLASS REHA8lillA-TION- -M-ANH0!::E,PER SPECIFIG-A'Fl0N E&T40N-06,§00,E·X"FERNALLY RIBBED -HIGH DENSITY POLYETI IYLEME MANHOLE-LINER PER SPEC. SECTION-06§0:1; RAVEN 405 EPOXY MORTAR SYSTEM PER SECTION 03760 OR SIMILAR PRODUCT APPROVED BY CITY ENGINEER. REPLACE AND RAISE FRAME AND COVER ABOVE GRADE IN UNPAVED AREAS. 2. ABANDON PER DETAIL 2, SHEET 8. £. TABLE 2: PROPOSED ACCESS HOLE SCHEDULE ACCESS HOLE STATION RIM ELEV IN ELEV £ TYPE CONNt.1,.; I IVl'I DIAMETER 1 n· 1 all 1 0+00.00 6.97 -4.4S OUT S-1A 1, SHEET 9 5' -4.35 IN 2 1+37.12 18.56 -'3.86 OUT S-lA 2, SHEET 9 5' -3.78 IN 3 1+42.40 20.81 10.49 S-1A 3, SHEET 9 5' 4 11 +41.53 32.07 -2.56 CUT SEE DETAIL 1 4, SHEET 9 7' -2.5 5 IN SHEET 11 5 19+20.97 9.51 -1 .5'1 OUT S-1A 5, SHEET 9 5' -1 .58 IN 6 19+43.66 7.12 -1.SS OUT S-1A 6, SHEET 10 5• -1.54 IN 7 1 +15.01 6.00 -4.71 S-1A 7, SHEET 7 5' NOTE: INVERT ELEVATION AND STATION ARE AT CENTERLINE OF ACCESS HOLE. "AS BU I LT" L '.,,J¾ ·~ .";,,,. ~ ~.,.,,...... t-: -2 ;_ ,,,. P.E. 2-Br: , EXP. ---;>1,,-, DATE REVIEWED BY: lffa,J: 5'v/l/f/al7 /1·23-09 INSPECTOR DATE 1----+--+--------------1-----+----+--t-----i IM PROVEMENT PLANS FOR: SHEETS 12 NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT ACCESS HOLE DETAILS DUDEK E. PLUM MER DATE l----+--+--.-----,,;-,c-....,_...,-.;-.,..__,.,,.--------1-----+---+--t-----i l&:£e&,!l -_.,Z,.--f':::;:::;::j~"""'"'b----10-Or1e-08 1:--;c-~;c;;f----;;-;:c-t-';l!'--;c'-;;\;c;S::;--:;B~V~l~L T~;c;::--;;-;--~=:;-;;-;--;;;---+------ll--t--:-;---:::;t--=~ DEPUTY CITY ENGINEER PE 28176 EXPIRES 03-31-2010 Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 10/3/0 RB SHEET 11 REPLACED IN ADDENDUM 1 /#•() l,t)IJ? DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL DWN BY: CHKD BY: ""'S~A ~ RVWD BY: RB PROJECT NO. CP 3537 DRAWIN G NO. 450-9 :::, CL N st N ~ X, 0 0 N ...._ n ...._ 0 ~ m 0 011209 0. "' ,, r-. .,- _/ m • 0 / 0 <( u / Q -u 0 C ry V •• (' <D _/ n 0 u C 0 v '" ~ 0 => 0-<l'. '" I'-r--st / v 0 0 _o .... :E v, .... L 0 C) u 0 _/ ~ ry -C en ·c: .... 0 " I\) "' ' c_ (.t:) "' C w _/ 0. I I \ I I \ I I \ I DCSS CONTRACTOR SHALL GRADE SITE AS NECESSARY FOR ACCESS & STAGE M. T. EQUIPMENT WITHIN LIMITS OF WORK. CONTRACTOR SHALL ESTABLISH PRE-EXISTING GRADES UPON COMPLETION. ,_-----CONTRACTOR SHALL INSTALL AND MAINTAIN AN ORANGE SILT FENCE AS SHOWN. CONTRACTOR SHALL AVOID ANY DISTURBANCE OF LOCAL PROTECTED VEGETATION AS DIRECTED BY PROJECT BIOLOGIST. css ' SEED MIX SPECIFICATION Scientific Name Common Name Lbs/Acre Atri lex lentiformis Brewer's saltbrush 2.0 Mimulus aurianticus Manke flower 0.25 Achillea millefolium Common arrow 2.0 Golden yarrow 1.0 Wild heliotro e 0.25 Deerweed 0.25 Pur le needle rass 0.5 Foothill nedel rass 0.25 Coast r melic 0.25 Sa s 0.50 0.50 Escholozia californica C 0.50 DCSS Castille' a exserta Pur r 0.25 \ \ Miniature lupine 0.50 Succlent lu ine 0.50 Dwarf plantain 0.50 California fuchsia 0.25 ON UNDEVELOPED SITES UNPROTECTED VEGETATION REMOVED \ AS A RESULT OF CONSTRUCTION SHALL BE REVEGETATED WITH THE SEED MIX ABOVE, HYDROSEEDED PER CONTRACT SPECIFICATION SECTION 02930. AREAS TO BE HYDROSEEDED \ WILL BE DELINEATED BY PROJECT BIOLOGIST AND INCLUDE \ MICROTUNNELING, TRENCH DIGGING, STAGING AREAS, \AINTENANCE ROADS AND UNANTICIPATED IMPACTED AREAS. \ \ \ \ --- PIPE \ BACKFILL GROUT \ \ \ \ INST'~LL VCP AN O C.C.FRPM CARRIER PIPE o,/ WELOE:D STL RAILS PE'A CCO #2. BRICK AND MORTAR BULKHEAD FOR END PLUG (TYP) STEEL CASING ... ' '. .... ' .. 1-----8'-0" MAX--+---' FOR ENTIRE ENCASED S CTION FILL ANNULAR SPACE BETWEEN STEEL CASIN AND CARRIER PIPE WI BACKFILL GROUT CASING W DETAI END TREATMENT 1 SCALE: VAR CASING AND CARRIER PIPE y---SEE NOTE 1 HDPE CAR R PIPE 30" DRII IPS HDPE SPACER ASSEMBLY (SEE NOTE 1) 42" OD STEEL PIPE CASING TYP) CASING SPRING LINE RRIER PIPE SPRING LINE \ ~"' 24" HDPE GREY PIPE COLOR CARRIER PIPE I ""' TEMPORARY '\" CONSTRUCTITI(O~N~----~~ EASEMENT-\'\ \ \ I I \ I I I I 20' WIDE SEWER EASEMENT DOC. NO. 2008-0204254 DATED APRIL 17, 2008 DC ------------------~---------------------------------------------- 8 \ 9 10 css I DH _------, ---------------------------------------------- ---=-----~....c:__~-=----l =-------. REINFORCED SILT FENCE REQUIRED _ o_ -ON STEEP SLOPES. ADDING GRAVEL '==='======:'fr:,~~-~ . BAG WEIR AT DRAINAGES. DOUBLE =---===-I ~-~ SILT FENCE MAY BE REQUIRED. --~---------"';',~ ~~::: CAUTION: TOPOGRAPHIC SURVEY AS SHOWN IS BASED ON SEVERAL SOURCES. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ASSESS THE IMPACT PRIOR TO BIDDING . STAGING AREA PLAN GRAPHIC SCALE ( IN FEET ) 1 INCH = 20 FT. P \Engi11 ccr in9\Corlsbod\47 /o Agaa Hed onda 3\6 -Design Data\C,~D\Dwg \4775 .010.dwg 1\ug 15, 2088 -10 02om css I \ css \ ------""\ \ SHORING PIT I / I / \/ ,,,0 --------------- ABBREVIATIONS DH DISTURBED HABITAT CSS COASTAL SAGE SCRUB / / / / / A / \ \ css \ DCSS DISTURBED COASTAL SAGE SCRUB VEGETATION MAP IS BASED ON DUDEK SURVEY DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 \ \ (SEE N 2) SPACER A · EMBLY WITH RUNNERS SPACER ASSEMBLY STEEL CARRIER PIPE INSTALLATION IN CASING SECTION SCALE: NONE NOTES: 1. MINIMUM ANNULAR CLEARANCE SHALL BE PER SPECIFICATION SECTION 03610. 2. CARRIER PIPE SHALL HAVE NO EXTERNAL COATING OTHER THAN TEMPORARY TO PREVENT RUSTING. BACKFILL (CELLULAR GROUT) PROVIDES CATHODIC PROTECTION . 3. CONTRACTOR SHALL SURVEY THE INTERIOR FLOWLINE PROFILE OF CASING PIPE AFTER INSTALLATION, CASING SPACER LEGS SHALL BE FURNISHED TO SET CASING PIPE AT DESIGN GRADE. "AS BUil T" REVIEWED BY: ;t,/ar/( 5u//.,f/"7n INSPECTOR (-->,1 ,, DATE [sHm7 CITY OF CARLSBAD 1,SHEETS I l----+--t--------------------1---+----+--+--~ ~ ENGINEERING DEPARTMENT 12 t-----+--t--------------------1---+---+--+---I t------+--t--------------------1---+---+--+---I IMPROVEMENT PLANS FOR: '!els BUILT' DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH AGUA HEDIONDA INTERCEPTOR SEWER REPLACEMENT PROJECT TUNNEL DETAILS CASING AND CARRIER PIPE STAGING AREA PLAN DEPUTY CITY ENGINEER DWN BY:-~- CHKD B Y: "'S~A _ RVWD BY: RB E. PLUMMER DA TE e~z1,oe, PE 28176 EXPIRES 03-31 -2010 PROJECT NO. I DRAWING NO. CP 3537 . 450-9 ::, -,: N 0 0 ~ co 0 0 N -.... en ~ ', cc CJ CL en 011209 ,,_ r--, tj- / O' ~ 0 / 0 -,: 0 / 0 ~ 0 0 L ry V, <U 0 '° / n 0 " r 0 " <U I a ~ O' -,: ,n r--, c--tj- / -u u 0 n ~ V, :E L I\) 0 u C) / 0 "' ~ ~ C CJl L ~ <U 0 <U I\) L ' CJ> (!) C uJ / ,,