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Home My WebLink About1991-05-15; Planning Commission; ; PCD/GPC 90-13 - VISTA/CARLSBAD SEWER INTERCEPTORCD Gw STAFF REPORT DATE: MAY 15, 1991 TO: PLANNING COMMISSION FROM: PLANNING DEPARTMENT SUBJECT: PCD/GPC 90-13 -VISTNCARLSBAD SEWER INTERCEPTOR-Request for a General Plan Consistency Determination to allow the construction of a 36" to 48" sewer interceptor within the City right-of-way along Jefferson Street, Oak Avenue, and within the AT&SF railroad right-of-way from Oak Avenue to a point south of Olive Avenue and a 12" sewer main within the right-of- way of Chestnut Avenue from Harding Street to the AT&SF railroad right-of- way. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 3232 APPROVING the Negative Declaration issued by the Planning Director, and ADOPT Planning Commission Resolution No. 3233 APPROVING PCD/GPC 90-13 making the determination that the construction of a new Vista/Carlsbad Sewer Interceptor is consistent with the General Plan based upon the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND The proposed public works project consists of the replacement and expansion of the Vista/Carlsbad Sewer Interceptor, which is the major trunk system serving the northern half of the City. The interceptor extends from the Buena Vista Lagoon, through the downtown area and Agua Hedionda Lagoon to the Encina Water Pollution Control Facility Treatment Plant. The project includes the construction of a 36" to 48" replacement interceptor parallel to the existing interceptor within the rights-of-way of Jefferson Street from I-5 to Oak Avenue, Oak Avenue to the railroad right-of-way, and south along the railroad right-of-way to a point 1,400 feet south of Tamarack Avenue and a 12" sewer main along Chestnut Avenue from Harding Street to the railroad right-of-way. Section 65401 of the California Government Code requires that a General Plan Consistency Determination be made for major public works projects. This consistency determination is applicable to the entire project generally identified on the Location Map as areas A through G. In addition, the portion (areas B, C, D and E) which will be constructed in the Redevelopment area will require Design Review Board and Housing and Redevelopment Commission approval of Redevelopment and Coastal Development Permits. PCD/GPC 90-13 -CITY O.ARLSBAD MAY 15, 1991 PAGE 2 The interceptor expansion is required due to existing and projected capacity deficits identified in the Zone 1 Local Facilities Management Plan and the City's Master Sewerage Plan. The expanded interceptor satisfies through buildout the Zone 1 Growth Management Performance Standard for sewer collection systems requiring trunk line capacity to meet demand. The existing interceptor will be abandoned and each new segment will be constructed when the lines can no longer meet current or future demand. Construction will consist of trench grading to bury the new interceptor parallel to existing lines within the City and railroad rights-of-way. Ill. ANALYSIS Planning Issues 1. Are the proposed public improvements consistent with the Land Use and Public Facilities Elements of the General Plan? 2. Will the project have a significant impact on the environment? DISCUSSION General Plan Consistency One overriding goal of the Public Facilities Element of the General Plan is to ensure that adequate public facilities are available for the existing and future population of the City. This project achieves this objective by providing existing and future residents in Zone 1 with an adequate sewer collection system through buildout of the City. The Land Use Element of the General Plan states that: 1) development of the land should only be permitted after there is the adequate provision for services such as transportation, water, sewerage, utilities, and public facilities; and 2) development should be consistent with programs which would correlate rate of growth and service capabilities of the City. This project which provides an adequate sewer collection system to meet the existing and future demand of the area as required by the Growth Management Ordinance is consistent with these policies. In summary, the proposed Vista/Carlsbad Sewer Interceptor project is consistent with the above General Plan goals and policies and staff recommends that the Planning Commission make the required General Plan Consistency Determination. PCD/GPC 90-13 -CITY .ARLSBAD MAY 15, 1991 PAGE 3 IV. ENVIRONMENTAL REVIEW The Planning Director has determined that the project will have no significant environmental impacts and has issued a Negative Declaration on December 28, 1990. This Planning Director's decision was based on the Initial Study and a field visit conducted by staff. The project will replace an existing sewer interceptor and will be located underneath existing streets, and therefore will create no significant environmental impacts. The Negative Declaration was sent to the State Clearinghouse for agency review and no comments were received. ATTACHMENTS 1. Planning Commission Resolution No. 3232 2. Planning Commission Resolution No. 3233 3. Location Map 4. Exhibits "A" -"R" dated May 15, 1991 April 12, 1991 AH:rvo IIGHWAY78 VISTA/ CARLSBAD INTERCEPTOR SYSTEM LOMAR TAD City of Carlsbad PCD/GPC 90-13 . QENERAL NOTE?'' 1 ... ALL, WORK SHALL BE DONE ACCORDING TO THE APPROVED PLANS AND SPECIFICATIONS, THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC won KS CONSTRUCTION (GREEN BOOK), THE SAN DIEGO REGIONAL STANDARDDRA'fJINGS AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS, THE CITY OF CARLSBAD SUPPLEMENTAL STANDARD DRAWINGS AND ALL APPLICABLE CITY OF CARLSBAD ORDINANCES. 2. THij CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN A~L SAFETY DEi/iCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONS:BLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AN~ HEALTH STANDARDS, LAWS AND REGULATIONS. 3. THI! CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/Ol~ CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR 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 APPROVE() !)Y THE C1T)' ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAl't . VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 4. 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 KNOWN 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. 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGR6UND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCTION PLANS IF IT IS FOUND THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 6. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES AT LEAST 48• HOURS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES A.ND SHALL COORDINATE THE WORK WITH COMPANY REPRESENTATIVE. 7. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION SO THAT INSPECTION MAY BE PROVIDED. (PHONE 438- 3550} 8. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT PERFORMED BY A QUALIFIED SOILS ENGINEER IS REQUIRED. COMPACTION REPORTS SHALL BE SUBMITTED TO THE PUBLIC WORKS INSPECTOR UPON COMPLETION OF THE. )'IORK: 9. NO REVISIONS WILL BE MADE TO THE CONSTRUCTION PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER NOTED WITHIN THE REVISION BLOCK ON THE APPROPRIATE SHEET OF THE PLANS. 10. ACCESS FOR FIREf\ND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING THE CONSTRUCTION. 11. C~Y APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 12. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY TO THE CITY ENGINEER. IN THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD FROM NOVEMBER 16TH TO APRIL 14TH, SPECIAL EROSION CONTROLS SHALL BE REQUIRED. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, SLOPE PROTECTION, STILLING BASINS, SANDBAGS, AND STORM DRAINS. 13. ALL ESTABLISHMENTS AND RESIDENCES ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. THE, CONTRACTOR IS TO SUBMIT TO THE ENGINEER FOR APPROVAL A PLAN FOR MAINTAINING SERVICE AT UTILITY CROSSINGS WITH THE NEW INTERCEPTOR DURING CONSTRUCTION. 14. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION SEQUENCE AND DETAIL TO THE ENGi NEER FOR APPROVAL ON HOW THE TRANSFER OF FLOW FROM THE OLD INTERCEPTOR TO THE NEW INTERCEPTOR IS TO BE PERFORMED AND CONSTRUCTED. THE CONTRACTOR IS TO KEEP ALL EXISTING SEWER FACILITIES IN SERVICE DURING CONSTRUCTION UNTIL THE NEW INTERCEPTOR IS COMPLETE AND THE EXISTING FLOWS CAN BE DIVERTED TO THE NEW INTERCEPTOR. THE CONTRACTOR WILL BE ALLOWED TO USE PIPE COUPLINGS TO MAKE THI; SEWER CONNECTIONS AT THE OLD TO NEW INTERCEPTOR INTERFACE. STREET NOTES 1. .A RIGHT-OF-WAY PERMIT IS REQUIRED FROM THE ENGINEERING DEPARTMENT PRIOR TO START OF ANY CONSTRUCTION WITHIN CITY RIGHT-OF-WAY. 2. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET ADJACENT TO ALL NEW AND EXISTING FIRE HYDRANTS IN CONFORMANCE WITH REQUIREMENTS OF SAN DIEGO REGIONAL STANDARD M-19. LA MESA 3LUEPRINT SEWER NOTES 1: . 1. ).,ATERALS AND MAINS SHALL BE 100% AIR TESTED AFTER CONSTRUCTJON OF ,OTHER UTILITIES AS SPECIFIED IN THE CITY OF CARLSBAD STANDARD pPECIFICATIONS. [, I 2. ,ALL MAINS SHALi, BE CONSTRUCTED WITH A THREE-FOOT (3') MINIMUM DEPTH TO ,TOP OF PIPE IN PRIVATE STREETS, MAXIMUM DEPTH OF TWELVE-FEET (12') TO ITOP OF PIPE, UNLESS OTHERWISE APPROVED. 3. .,ALL SEWER LINES AND APPURTENIANCES SHALL BE INSPECTED AND APPROVED BY THE ENGINEERING INSPECTOR PRIOR TO BACKFILLING. I . 4. ,ALL PIPES SHALL HAVE A FOUR-INCH (4'} MINIMUM CRUSHED ROCK BEDDING IN (CCORDANCE WITH THE APPROPRIATE STANDARD DRAWING. 5. ,ALL ACCESS HOLES SHALL BE PATCHED WITH 'HOT MIX" A.C. EQUIVALENT TO THE . (OAD SECTION (6' MIJ',IIMUM). a: ,CLEAN-OUTS SHALL BE INSTALLED ON ALL LATERALS AT THE PROPERTY LINE , USING A WYE CONNECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE I ENGINEERING INSPECTOR. 7. ,TWO (2) SETS OF CUT SHEETS SHALL BE PROVIDED TO THE ENGINEERING t1NSPECTOR. ' I 8. ,PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE CITY, ALL MAINS SHALL BE FLUSHED CLEAN USING THE 'WAYNE" BALL METHOD AND MANDREL TESTED. CARLSBAD MUNICIPAL WATER DISTRICT WATER SYSTEM NOTES 1. , WATER MAJN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCOflDANCE , WITH THE CARLSBAD MUNICIPAL WATER _DISTRICT'S STANDARD PLANS AND SPECIFICATIONS AS ADOPTED IN JANUARY, 1987 EDITION OR AS AMENDED. l-~ ~l~f~ ;~~M~~~;~~I~~ O~~A~~~ fR~~NTe~ ~~~~SO~~C~~J~N~U~~~~ SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 3. IA PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 'ISEVE_N (7) DAYS.BEFORE CONSTRUCTION BEGINS. 4. ,THE CONTRACTOR SHALL NOTIFY CARLSBAD MUNICIPAL WATER DISTRICT 48-. ' ,HOURS PRIOR JO STARTING WORK AND CROSSING OF WATER LINES SO THE ,INSPECTION MAY BE PROVIDED AND SHALL COORDINATE HIS WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE NO. (619) 438-3367. ,, ' ---..loll ---. ---;:;-· ·------------ '), I r I ,_ WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 .:r;)fj> Q, L \ 1./2-s/C/ 1 6E"i#ul·s. WILSON r DATE CITY OF CARLSBAD PU\NNING COMMISSION 'ly,7111-~~l!~S~AQ. -~~IJ ... CASE NO. TN1"1!"/Pt".e~~ .6 ' ..... ~P/.~!t?--"o/P.:.!.:, ...• , EXHIBIT NO /j DATE ,/:-"l5-"f I t----+--t----,~" ----~------J--+--+l-+---1----11 SH2EET I CITY OF CARLSBAD ~- " ENGINEERING DEPARTMENT Ll1__j ~=:::::.~P~L:;:A:;:,NS~F,;:;O;;R~T~H~E~C~O~N~S~T~RU';C;;T;;:I O;:;N=;O:;F.::::::::::::~ VISTA/CARLSBAD INTERCEPTOR PHASE JIT GENERAL NOTES APPROVED CITY ENGINEER RCE 23889 EXP. DAlE DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . ' ' DAlE INITIAL DAlE INITIAL 0iHER APPROYAL ciTY APPROVAL DWN BY: ---1 CHKD BY: __ _ w.R!.!VWD~~BY.!.!:-===.l PROJECT NO. 3182 I DRAWING NO. 315-4 I ' I 90-606 C.M.W.D, IOI-013 --------------·-- [ 1 I_I DIM "13" -111 MAX DEPTH -,-- OF COVER - A i------ulM • f,;.lii'-"-- MAX TRENCH WIDTH AT TOP OF PIPE rr- 11=-BACKFILL, 90% COMPACTION IN UNPAVED' AREAS TYPE "/\' BEDDING REINFORCED CONCRETE PIPE. (R.C.P.) NTS ROAD SURFACE I II .j: A I J ~-\,\ /11-_J ~, /~ ---:::::----~ -.:;:_:::;;-- PLAN VIEW SCALE: 3/8" = 1' I J. --------------------------------- 1---3' BACK(FILL 95% COMPACTION IN PAVEID AREAS L---BACKFILL, 90% COMPACTION IN PAVED AREAS PIPE DIM .. "'' DIMI "B'' DIM "C:' SIZE 36" ' 61' 1i 2' 42" 74• 113' 48" 81'' 19' ALL R.C.P. SHALL HAVE A 27rt PVC LIINING SEE SPECIFICATIONS 4" 4" 4• ROCK BEDDING MANHOLE FRAME AND COVER SEE SDRSD #M-3, NAME OF AGENCY SHALL BE ON COVER 18" MIN. (ABOVE GRADE IN UNPAVED AREAS) B ' MIN. . . ' . . ' • . ' . . . ··i----6'-o"·----t··_ • ' • • • • . • ·. • •. . . ., . -- C . ' ' ' ' . ' • • . . ' . ' . ' . . ' • . . 1------1-~-;.·· C SECTION A:-A SCALE: 3/8" = 1' f 3'-0" 1YP. B STANDARD MANHOLE SCALE: 3/8" = 1' FINISHED GRADE t 4• MIN. i-----DIM • ~•~_____,..., MAX TRENCH WIDTH AT TOP OF PIPE -111- 11=-BACKFILL, 90% COMPACTION IN UNPAVED AREAS 12" 1---3' BACKFILL 95,i: COMPACTION IN PAVED AREAS 1----BACKFILL, 90% COMPACTION IN PAVED AREAS PIPE . DIM "/( DIM "El" DIM "C:' SIZE 36" 60" 12' 4H 42" 66" 13' 4" 48" 72" 19' 4" ROCK BEDDING i----3~ _ __,.,. MAX TRENCH WIDTH AT TOP OF PIPE -111- 1 I=-BACKFILL, 90,i: COMPACTION IN UNPAVED AREAS 3' BACKFILL 95% COMPACTION IN PAVED AREAS BACKFILL, 90% COMPACTION IN PAVED AREAS • TYPE "B" BEDDING ALL D.I.P. SHALL HAVE A . TYPE "C" BEDDING VITRIFIED CLAY PIPE (V.C.P.) NTS DUCTILE IRON PIPE (D.I.P.) NTS • POLYETHYLENE LINNING AND ENCASEMENT. SEE SPECIFICATIONS, APPROVED STEEL REINFORCED POLYPROPYLENE STEP SHELF • • • ' SERVICE SEWER PIPE BELL END FORM SMOOTH CHANNEL IN CONCRETE SHELF, SAME WIDTH AS PIPE BELL DIAMETER • • • • • • • . . ' 8" MIN SECTION B-B . . .. . . ., . , . ., SCALE: 3 /8" = 1' ., . ., . . . . . ' SLOPE 1" PER FOOT INTERCEPTOR SEWER SHELF SERVICE SEWER CONNECTION TO NEW INTERCEPTOR MANHOLE SCALE: 3/8"=1' ! . ' CITY OF CARLSBAD PLANNING COMMISSION ~ff.h1~~~f~~M-~~'{o/_~K ft¥ (!.(!. mg_ .P.tJ. ~.-JJ. ..... - EXHl~ITNO Q. DATE ~~J.:,..-'f/ 1--------+-----+---------+--+---+--'----i [sfi@ CllY OF CARLSBAD 'SHEETS! LlLJ ENGINEERING DEPARTMENT 17 ------------------,t:=====t=====:t======================t==t====~=+==~ PLANS PREPARED BY PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE Ill DETAILS WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR RD. SUITE 300 CAR~rD, CA 92008 (619) 438-4422 :::--..\ • [~ 'I I / "2.-S l"1 I DEXT{if § WIL~ON DATE ' l======t=====:t======================t==t====~=t==~ I AP_P_Ro_v_E_D. : _______ _ . RE. 23~89 CITY ENGINEER DATE DATE INITIAL ENGINEER OF WORK .REVISION DESCRIPTION ! -----~ : WN.l;l.Y·'------t PROJECT NO. DRAWING NO. SHT. DATE INITIAL HKD.BY:---1 3182 315-4 NO. CITY A PROVAL .L!l!a!Ela.!::D,.a.Br,,;K·==== ,__ ____ _. ,_ ____ __,) ' C. M. W. D. ~0-606 101-013 • • • Bi --' -,-- 8 ' ' _ _J "' .. . . 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WILSON DATE DATE INllflAL REVISION DESCRIPTION SHT. ,__DA_T~E-~IN_IT_IA_L_, RE. 23889 CITY ENGINEER OWN. BY,, ____ , CHKO. BY:,---'--1 FIELD BK, NO. PROJECT 3182, DATE DRAWING NO. 315-4 ENGINEER OF \WORK . -NO. CITY APPROVAL .. C.MW.D. 90-606 101-013 • I - I t::: b- t::: I ' ,, • • 5 ' ( -------------.. -~-1· - 12" GAS,---.. 8" WATER. . 48" INTERCEPTOR SCHEDULE I , SEI;: SEWER, SHEET 7 I ' . I . I 7 _,_·; AT 81 STA I+ 54.75/l MH NO. IA PER SDRSD S-I . ---- 21 ' I i I 2, SEWER INTERCEPTOR SEWER SF RR ROW ' , N 15° 28' 49" E 15.75' - -- 7 STUB, STA 1+70.00 / MH NO. I PER SDRSD S-1 ~-IE =-c ' ! ------· -- ·--·=t-·-_ -·::. •. ---- __ i_ I-· ___:~ ---- -:. --.... ~--L--L--L..:~ -.-i=--1------ . -• ~-_F--'-=-f-'-t-I---:- .. -_::_ -1-----1---- --J.._ ---- ---f.------->----- ' 'I If!· 'AAcA.Of-~ -~- --~--· __ -t:·_~ _;_:··I---~ - --~-----___ ' :=....:.-1-- +-- I=- -------. -- r:-.~ ~ 1--t--·-• -~ -_----I----- -r -...-_-_-+----t=· -- ' 7 --·-i-:-.·. _-,:__ ----- --,---·I- --t:-t- ·--~----1--. -----~ r.-~ ----------,--- T -,----- __ ·-1---r ----- ------ 1--· -"" . ------ 1111~ -----r--_-_ ~ t\-:;r----· -·--.·.::--- ' ~~--~ i---:~-:f_-r=--,----r-:~::.1==_r=----_- +----t--r --=r-1---· -r---+-. •-n--i..--- ·+ ' - . ·------ ... ---r --· ------· ~-~---------= .:....:_1----f-=-~-t-- :. +--• f-.=::-.-- -----. •• --. ·--+----------+-- -,----1--· . . -- --t---~- : i-=- ----+-- ----·---;- .. . ---.----: . t----- -~--~-s..: ►> --- + --- -----_----· ---~-~ -~---I-- • -··i----- ' ... 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' - -----•• ·j--·· -,--r -- .,-. ·--t-,------- j--- -r----_-:,_ --. ---- 6 ---t-----+------ -. -- l------... -----__ ,t----~- r ~ --~ +-_ --=-, t::-.:.. o::' ~----i-:---= . . t-· ..• --· I--1---· • -·· -- ' ! r' 'Jr " 1-1/211 GAS ··"$ -F .. _,__ ..... ~_ t- -, •.,: 8 ~-811 VCP SEWER ... .! --- ---f-· --.---- I= ----t-------:·--r--- --... ·,:-. :3-~ \ l -, - +- • •• . .. , __ r 7 • --_:-- • --t--- , .. r· t--·-t----l------- -- r---2" GAS LINE AT TRUNK SEWER ALIGNMENT ~-6" WATER <D :c Cl) 10" WATER '· CHESTNUT AVENUE ,_ .. _.-, STA 5+12.00 MH NO. 2 PER SDRSD S-I PLANS PREPARED BY WILSON ENGINEERING . CONSULTING ENGINEERS . 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 C':Q~. 2£ t I (z_s ( 9 I ••• DEXTER ,S. WILSON DATE ' C • ! I \ I ! . J 8. ," G , ' .M 1 L-;0 ir; rc_.r, , 27"RCP SD >----a" VCP SEWER w w Cl) 0 0 Ow LO Z + ..J co :c 0 <( I- I-<( U) ~ . ---·· I I f CITY OF CARLSBAD PLANNING COMMISSION "'J~!"..A/~'1/!!:.'i/J.l'J.P. ~1¥~.Jt .. , CASE NO ~~R (!,~'1a/f__ .... ?:-?/~.eCi.-1~ ... _ .... EXHIBITNO. 0 DATeJ~/.S"~'f/ • • ~ CITY OF CARLSBAD ~ t---+--'--t--------,-------,------,-J---1--·--1-'~ ~ ENGINEER IN (J' DEPART 11,1 ENT LJ.Lj 1----,1---1-------------l-,'-'-+---+'--'---'---I :==··===-================~===! DATE INITJA\L ENGINEER OF Wc:>RK REVISION DESCRIPTION SHT. 1--DA_T_E_,_IN_.l!_IA-'~-· -I NO. CITY APPRDVAL C.M.W.D, 90-606 PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEptOR PHASE ][ CHESTNUT AVENUE STA 1+05.33 TO STA 8+50.00 APPROVED: RE. 23889 CITY ENGINEER OWN BY•-~---< CHl<O. BY,,---1 FIELD SIC, PROJF;CT NO. 3182' DATE DRAWING NO. 315-4 101-013 I +- - = = = - - - = = = - . I I I; 1i - - - < H-- ~_, 11 ::c V) -- - - -' • ~ I - - '- -. 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' .. ·-r~ --r··· r ·-----... --· --_ --- --,---- = ---, -·~ . -. . r-_·. -. --, __ -- --1 ••• . -•• . -·.:: r·· ·.·_;_ __ -- ------r-· ----r -- r-, ··1_· ___ -·-,--t--' --[_ :--i=.:: __ 1·--.-,-.. t--' -,--------- ___ :_, .-:::i=-·:'. ;·_: --L .. ------- ----,:-· ___ ------- -··--------~-------- -- 2411 VCP INTERCEPTOR - SEWER --- -. -,-- -· . . . ,----r--------= i=--:-: -- __ -· ' ---- _f--·+--- =-.-=--=r=-== -~ _l1-+:---__ l ,--------+ -:----:: - -- -·-1--=:i=--~---_-------,--E,--- 116 --r ---t·. L STA 117+23.34 END CONSTRUCTION INTERCEPTOR SEWER M.H. ·NO. 37 ® SEE" DETAIL SEE 7 GENERAL NOTE 14 . ' 117 PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 ::(~[t CC I I\' ·I/ 7 5 / 9 I DEXTf;R S.Wlls'ON DATE J '' ' -r---.. --- -- -- ::: .: ___ ,----- ' ' -r -- -.-__ -,_-_,_f- ___ t-· --i----- L ,- - -~ - - .. ,----------I- ' C ----+-- fi::=·=f=-cic===----' r --- t·_ ·--_:_ .-----.. t=--;-----r----,----- =-----r --:--· ----:--=-= -r -- r: __ -_ ---~ -- ' -r r: -_ I ••• r ---,---- -_-_ --- ---r - ,_ r -- -- -- ..j.~ .::. ---_ -..,,--:....: ---,. --1-- -~ -7 +----- --+ --- 118 'llllllla._ z SCALE : - -- - ~ -f-- -- ' r --- ! -::-·_ ----f.--- •• --- ---- -- ~- ~ -L--J= - -- r . ' -- L - -- ;'- - - L - CITY OF CARLSBAD PLANNING COMMISSION - 'v.1 Jrty't.11_,,ri s P.-9-P. . $.d!-~8 .. cAse No I h'R.,eeepya ~ r • • • -P.P:.PJ/i P.t;,. '1~:-J~ ..... . EXHIBIT NO. N DATE ✓-IS .,-,:fl - - - ~ CITY. OF CARLSBAD ~ t===j~===⇒=========================t==~===~~t==l L!1_j ENGINEERING DEPARTMENT L.!I...J ' PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE III '( ! • JEFFERSON STREET t==±===t==================t=::-+==~~;=· ~ !=S~TA~l~I 0~+=5=0=.0=0=T=O=S=T=A===l=l ?::::::+::::::::::::2::::::3::::::. 3=4=; j APPR0IIED: I ' DATE INITIIAL ENGINEE:R OF WIORK REVISION DESCRIPTION T DATE INITIAL SH , 1---:-:--,-:-:,c-:'':::-::-, NO. CITY APPRQVAL C.M.W.D. 90-606 RE. 23889 CITY ENGINEER DATE OWN.BY•-----, CHKO. BY,,---1 FIELD BK, PROJECT NO~ I DRAWING NO. 3182 _ 315-4 IOI 013 = -- - = = ------------------------ T - ' -r---r A ,.-. Ol ' 99 100 N -, ' Lu <..) <:::( -.J Q I I ' - IOI j i j, 7 -------------- ' ' ' . ' " ' 102 STAI IOI+ 52.85 MH N0.32 @ SEE DETAIL A 17 ....._z_-.__ SCALE, 1"=40' 103 ' -r - r I I l .I _ _J F -------1 .. 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DEXJR S.~ WILSON ' DATE ·'- ------I---r - . -- -----... --·---,-·-t:_ -- -~-::... I----, ----_i t==!:=· 1-·-;::-.-::.--=t----t--- ' 108 109 __ : ,J DATE ENGtNEER OF WCORK REVISION DESCRIPTION • I C.M.W.D. 90-606 .. , -.-·:+.=--,:---- ---+--=-=-t--___ .,___ ---4 + ' --r---- ---;---r---r· t. t--,------,---+--------. ----• -;---...--+--... - 110 0 0 ci ., LJJ +z 0 _J -J: c..> <t~ ti ::. II I PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE ill JEFFERSON STREET STA 99+50.00 TO STA 110+50.00 I 01-0!3 ' I I -- ' ' 5 -. ' ' ,-t --- ' . 'Ill c'Z ' - co 89 N 32° 29' 09" W_ 16.98' 7 ' ' . ' ' 7 ' 7 r ,. . r - • t J -1-J B, " " ' ' I ,. --•-:- ' i 91 ....._z SCALE: 7 ---. ---,-•• .,I -I -- 92 - 111 =401 ' ll P.V.C. FM CONNECT 10" P.V.C. 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WILSON DATE I -- :!::.:_;_ -I----I---·-1---r --··-)__,::_ ---,...:_ -t·-·_ ·-+---t:.·.;f:--· .... -I---c-=i.------I-. ---j -_:_ I ---.._,...:--1---· " ----I---j---1----t--t--_-- -- 99 100 ~ CITY OF CARLSBAD ~ t---+---+---------------+----11-----+-----, ~L_!g__J==· =::'~E~lll~G~I =N:;E~E:::R~I N:::G==~D:::E=P=A:::R=T:::M:::E:::N:::::T~L!_!_j==7~ PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE fil JEFFERSON STREET STA 89+00.00 TO STA 99+50.00 t---+---+--------------+---l---+---'-~ RE. 23889 l---+---+--------------+----l---+----1 DATE INITIJAL !APPROVED: CITY ENGINEER DATE ENGINEER OF WCDRK REVISION DESCRIPTION SHT, t--D-AT_E_,_IN_IT_J_AL--t NO. C ITV APPROVAL OWN.BY•~---, CHKD. BY, ___ 1 FIELD BK, PROJECT NO. 3182 DRAWING NO. 315-4 C.M.W.D. 90-606 101-013 = - = - - -= - i r + 27" INTERCEPTOR VCP-~ SEWER, LENGTH OF INTERCEPTOR SEWER DOWNSTREAM OF CLEANOUT TO REMAIN IN SERVICE SEE GENERAL NOTE 14 :iii , 78 79 C C T l. ·j r r ' ' fr 80 INSTALL CL~AJ~T -- SIMILAR TO SDI SD S-3 ! .. 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'- ' -' l ' ' '-,,. ~ I I ',, ' "' / i' , I , • i , ~ , ~-,,J-i.ooN i 12" STEEL • • -, / \ • , "' r---i • , ' ,_1 -· • • ,, f •• --',, • ··--. , .. • '/ i..,__ /1'/7--":: :_ • ---:.::_·" ; , /"<.''\---/-.. ,'> .-~"'~,-....~, ....._, 1 !-u tNPTAPARToF JEFFERSON_ ~~~~~ STREET 12" sTL wAT~R-s" vcp---~ c\_,,_r· ~·~ 77.59' ....,_ '----"O" VCP INTERCEPTOR SEWER r--"-'---;~FfaFc'Aiiisiiwi"_:::,,..;:;t.:.__, ,-J !-u "' t i OIJJ r' :9.!TY OF CARLSBAD - ~' :.,·. '-. 1-1/2" GAS ...._ SEWER ', , t 2 ,-jlANNING COMMISSION '-l.J '----.J 12 11 PV.C. WATER EXISTING,VER!IFY. ' ~~ }1~('~/4~1f'fS"1A-P . .$~_\1'<;,~ .. ..._ < (NOTE: THIS 12" PVC ,-1 SEE GENERAL__ ~ ;,ii ~ ' • l1,J ' , WATER MAIN8ALL SIDE t NOTE 14 <:!:~ CASE NO. J''fl?!.Tf c.e,p,g If ~ ;-8 11 VCP SEWER ~ §~E:~~NJOoFE l~~~STffi!CTED _ , ti)~ .. ft.J.R/1.f>A._'!-~::-JJ.. ...... , ~ f EXHIBIT NO, K DATE ,!',/&-'fl 0 6 11 ACP WATER ,i -' PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRP◊Rf ROAD, SUITE 300 , CAR_L~~AD, CA 92009 (619) 438-4422 '-..loj,,(/, ,(\(I{ !/2.S/'1( DE~TER S, WILSON DATE l l ' ,Ii P~ TE IN!TIIAL ENGINEER OF W<OR~ REVISION DESCRIPTION C.M.W.D. SHT. NO, DATE INITIAL CJ.TY APPROVAL 90-606 PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE ID JEFFERSON STREET STA 78+50.00 TO STA 89+00.00 APPROVED: RE, 23889 CITY ENGINEER DATE OWN. BY•,----1 CHKO. BY: ___ , FIELD 81(, PROJECT NO. 3182 DRAWING NO. 315 -4 101-013 \ = --- - -- - - - -- - = = - = - == - = -- = -= - - = - = -= - • • STA 67tOOOO MATCH LINE + cQ ' ' 7 ' -T "\, ---- STA r ,- ---, t·· .. - I- --1--I-- 69 69+ 53.3_ -r 7 7 r -, T • • . .. -- - -+---. -+---t------- ------r -- e-·-=-r: ''. ----F== .·.:.: -·-:-::I== ----=---.. --. .. . . ·r-,---t--. --,- - 70 --. -I------ ··- :.-1--- -- ___ +-----1---1--- 71 JEFFERSON T --,,,, --------------,---------------------,-11 -- ---.. . --l----." .. 7 _j___ -- i -----1 1 ----r-r----r ---r----=~-_------ _r +--r--r .. . --. ---7 ·" 'II, , 72 r ' I r --_ :1 _-_-_ . . ----- ---. ---,--- r, 'I 11· STREET 73 7 -' .. l,,'--· ' . . . r T +- r r 74 PLANS PREPARED BY ---;----. .. nC a !.." .. I . ... _ "T" • 1-• •• --..! .. I---- . --.:.. - - . -. . --·_·· , ... ' ' ~- STA 75+77,59'\ MH NO. 24 @' SEE DETAIL A_· 17 \ WILSON ENGINEERING '' - - --11.)11 + -... --! • c . r • . . ------'..-1--- 76 :i (/) w w (/) -- l---- 77 ' ......... __.,,. 78 CONSULTING ENGINEERS 703, PALOMAR AIRPORT ROAD, SUITE 300 CAR'!BAD, CA 92009 (619) 438-4422 ~ /,,.,, (. i'~-! /2.s / 9 \ : , IAPPROVED: ------1 :=~i=-=:~===1===========================:==1====~====: ~-R:::::E:::.::::2::3::8::8::9::· ::::=::,C~I T::::Y:::;::=-E:::N~G:::I ::NE::E::R:::::;-;::~=.D:::A:;:T~E::::;;==;· DEXTER-S, WILSON DATE OWN.BY,, ____ , PROJECT NO, DRAWING NO. CHKD.BY,, ___ , 3182 315 -4 FIELD BK,, ' DATE INITIIAL ENGINEER OF WORK REVISION DESCRIPTION SHT. t-D_A_T-,-E~_I_N_IT_IA_L-t NO. CITY APPROVAL C C.M.W.D. 90·606 101-013 , ::: - - - = = - = - = - -=- ~ = -= = - -- = - :: - --- = :: i • • -I---- --. . -----·~:·::,_:_ ·-· . -- . • -- ---- -· I-• --f-----··t--+ - ---- - _:: ---, r - / f=_ f--- ---+--1---·· T ... ---------- - • . • 5 ' --,,----'-,- 56 57 58 59 ' ~ h <... ,., E,XISTING .. I,, I, , ~ ffRKING AREA ' ~ ~ , 7 ,,,--S"ACP WATER 60 ., 7 T , -- --.... 61 -- ---I------- -·· ,-- ---- - ·-- 62 3"GAS---~ - ---,--·-i;--r----;-- --- __ f--: _-- -.---- f-- + --f----f-- --,----_~: -1-- • --T .... -,--- --1- 7 • ' -- r ---!----.----'.:---- .. -I--- 63 ~ 1---AT ~i;, RR R.o.w Ii ~ ~ ,,--8 ., vcp 1-112" GAS 10" WATER " , ', ~~~~~liN STEEL ✓. r r -- - --. --. _,-_ ~-------I-·--=-==--·: -_-: t--T-------~------- r -- -., -· •• -i=---~--_ --t--_.; - ------------- ----------- ------7 --r -----t------,-------• r - 7 --- f--f------a- T '~ _:__I---1---T --- -- ----•-· ---1---~--- - ---,---· 64 ·1 --10" VCP SEWER ~---6 11 ' WATER -- -.. 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I--_· - I-·-------=-·--::;:·---+--1-----·' I-· ~ --~ ··· 1--; -~--~--_-- 65 66 12 11 AC WATER-~ 8 1,1 VCP SEWER CURB FACE -- - - --··------------:_. ---r--· -- •_cc._ --.. -----+-- --F - -r .....:: - = 67 --12" STL ABANDONED r- WATER 0 , :c Cl) w w Cl) •- -- I FOR PLANTE 'S ·,, I LS-, j/-'• L ' /~' == I , .• _,_) -, 47.1·12 I ', -/ ( ! " . • I I I j •IN THIS ARE, ',,, ' 11 ,-, ---'--'_-y ... '•,,, ~ -~ ,(-' \, 4'g_,fi / 48. 9 ·, 1· ; \ / I',•,'. A, ', '1 \1 _ u / L.,., ', :51( 4-C!.7 '••• .. ,,. • •• LJ I ""~\,( 46.:!,_J-:1···, '·,,., .. , .. _, ,/~-,//-[ 48.3 1·, II .,I [(/ 48.9 \, '°',,,) --':J.,, y'} ,, ,< I \ \ f,-r \ .. ' l --' -' ' 1 _[ ~--., ,-,,~ I .\ " /. ;., '\..--,. ...,., ---I I , "'-/I l-' --r"/ ____ t'" /1,1 --_\.. __ .. •• -... :~::17 V ',, / cL, ---""'C,:-,_--,1c, ----,,,:--,,,-,r-,."",_-_-, -,-::.:-,:-.,-.=--,". ~ .. .,-,c;II-7':+1-1-t-------'.,,-.. -._-__ ,-11---1,-... -_-'_'-_.::::-..:'".-"':i.-------f ------------,.,---ri.,._.. 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' . ---CJ) + z \.-r I CJ) \ 8" ACP : to =i WATER L: , 8J 1---J WATER I ~ i~ , STA 58 61.37 STA 56+00.40 ---- MH N0.18 ® SEE DETAIL A 17 MH N0.19 ® SEE DETAIL A )7 STA 62 06.76 MH N0.20 @ SEE DETAIL A 17 ,, -,, C/) SEE DETAIL A "~ASENO. TA--:-"~-~..,~n,o C) -··-•· 17 •••• e}~{(j,F.f}. ~eJ,. -::t, ...... , ~ ''. i EXHIBITNO ,r DATE,S',JS-:f/ PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARL(;A~, CA 92009 (619) 438-4422 ,:j_,fJ..,, ( ~J-'-~ . I/ z.5 /9 I DEXTER S. WILSON DATE ' ' " ! ~ CITY OF CARLSBAD ~ i----t---+--------------+--+---+--+1--i • ENGINEERING DEPARTMENT 7 i ~==:'.=================::;:.::==~ PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR A-JASE ill • OAK AVENUE STA 55+67.15 TO STA 67+00.00 IAPPROIIED:: ------1 i----t---+--------------+--+---+--_--l !::· R::::E::::'::::2:::3::8::8::9=.==:C:;-l';:T::::Y=:::E:::N:::G::::::I N::E:::E:::R::::::;--;::::=:::::D::A:::T::E ===~- i----1----1----------------+---,1-----1-----1 DWN.BY•,-----1 PROJECT NO. DRAWING NO. DATE INITIAL CHKO. B'i: ___ , 318 2 715 4 SHT. o---~----1, .F...:;IE:;L:_:0:._:B:::K::.;, ==::.I v • NO. CITY APPROVAL -'-~-------' '--------~ DA.TE INITl)AL ENGINEER OF W(ORK REVISION DESCRIPTION C.M.W.D, 90 • 606 101-013 / 'h ·.-J I " .. .. a· --. -- ···----------_____ .. -- ----- T ffl 41 42 811 ACP WATER (_, ' - - =-- -- r : - ·;,-___ t...:..._: L_ L__ -- :__' ••• ~. 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I------ - ---- --,---··t-· --+--_ : :_ - l---+--------=-,:-.:.~ J....-__ -+---+-- , -t=--,..........._ --_-_ ---I---~ - -~ -r----I-· I--· --1----,---- ---·t--- I--i==:. ,.=:-.:..:+== -;.....-------,--,--------r -- --1----r----r-t-------- ----·-r:;::.~. -·-~ ·--; I-· t--··. ---- --··--.. __ __:' --. .;...--l" . ---.. --------- --• -- ----- , ·.:.___ -- ;------c-----i----- - -- -- , - - --t:..:.:.: +---+-+-- ~ lE 7 L " -I-••• I="..:· .::..:..1---- . ----- --•I----_, I-·-· ----1--· - +--f------· 1------ --L..::..:::_ ~- F= r Ill -"'-l!') ----. - . b -.::=----,_ ---T ~, if•R: .fl { --t I !Ii J./-~y~;:--"• 8 0 : t.. __ --. I=. - 1--~ -- .. -,---+ ,_I ,,...J _ _j _1&:1.11-- -H ---. - ---- 45 46 47 l ~ 36" VCP INTERCEPTOR SEWER . ---.--l----- ..__:-1·_--: -- --- 48 STA 49+03.25 MH NO. 17 SEE DETAIL (A\ QD PLANS PREPARED BY WILSON ,l;:NGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300. CARLSs)AD, CA 92009 (619) 438-4422 c---(:I;,,Q .: d~s/q1 DEXTE~ S, WI(${)~ ' DATE - 1. • -,<- . ·s-Y·, ) <; '. f j•, "::: _-_-:__ -1 --_ r--t--I---+ L.-L--- -' --l----- I~-~ --7 --~---+-_---i----+----+-----l------•• ·7 - ---<--------'-:----..... == -~ t=.:.:.-I:.:- -L += ---l--,-t--1--I--L L_ __ l----- r +---_:-_:__+-----+-- .J-----t---+------i--- 49 50 51 52 811 WATER 40, S 1--1----+---------f-----,f----+-~ fsHETrl CI TY OF CARLSBAD ~? ::L!_j=:::==:::.'.:::::E::N:::G::::I ::N :::E :::E ::R::::I N::::G::==D::::E:::P:::::A:::::R :::T:::M::::E:::::N::::T~L!I_j=:::::::::=: PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE ill AT a SF RAILROAD R.0.W. STA 40-t-70.00 TO STA 52-i-20.00 APPROIIE,D: ' RE. 238.89 CITY ENGINEER DATE DATE INITIAf.. ENGINEER OF WORK REVISION DESCRIPTION SHT . ._D_A_T_E_~IN~l~!_IA_L-1 NO. CITY APPROVAL OWN. BY•------1 CHI< O. BY, ___ , FIELD BK, PROJECT NO. 3182 DRAWING NO. 315-4 C,M.W,D. 101-013 - - -- - - :,, -- -7 --,-------, - • -- -- -- - ul - :Yi - - --- -- - ' -- - 29 30 31 32 33 34 35 1--· -... ,.:-:~···· -. -!-3 .9 ; ;) J '--·· -__ ,. __ / iii --- -H- , ,..._ -0-118 ~o ~ ,~ ~ 11 "-i='DON • lN~ 36 - PLANS PREPARED BY .. ' -+---- WILSON ENGINEERING CON SUL TING ENGINEERS _, I ' ·T_·-1------Y:-- 1 7- -- ' • -,------ 37 I ; ·-1--- 703 PALOMAR AIRPQRT ROA'O, SUITE 300 CARLS~AD, CA 9?009 (6}9) 438-4422 .n. .n1. , ---• --lf1.-5•/q I DEXTER s:-wn:.soN DATE DATE _ INITIIAL EN.GINEE~ OF W10R" I =- -- -+ + ---.. - ----- - A - L L ,___ ' - I p _--1== -------.;---, - -t..l \'I '-~ ' _J-·- I-< .. ---I ---,.,. , --- J --T -----~ 'fl - -i-------'----1--,----· -------!- - 38 REVISION DESCRIPTION C. M.W.D. -- === -1=-I------1-----• - 39 :f.--....----i- -' SHT D~ TE IN,1ITIAL, • 1---~-c---t NO. CITY 4PPRQVAL 90-606 --' - -, - 1-- ---- ' ~-i------I------=::::!:i------• -- - 40 41 G ···----··-· --···-··-····-·- APPROVED: RE. 23889 CITY ENGINEER DATE DWN.BY,c-----1 CHl<O.BY: ___ 1 FIEL_D jSK, PROJECT NO. 3182 DRAWING NO. 315-4 101-013 " " . - -- -' 18 19 r 42.3' I i • ( --I----'.- ---+ - I • / STA 20+44.36 MH 11!0. 9 • SEE PETAIL@ l 11 ' 1· ' l ------,--- - --.-. --f- ._:.. I--- -~-f-'.----' -- ~- ----I- ----L, -----------~----- ---. -- - --.,,.. . -- ---. c--I------;-- _.---y---:·_ ~ _----I---I-::= .-- -- - .::.:.... _,,._ --,-1-· . - ~ ---- -l-------,----1-------:--,---- I - ~- 1- --- l--- ---1---l-,- -f--__ ;-- - ___ J-- +- . --f-- --1-·· -- 23 • STA 23 +94.36 MH NO. 10 SEE DETAILW \V 24 --,- ' -- ' +--• - -- -- --.. I- --. ------- 1-. .. -- ' -' ~ ----= ~ _f-__ ---- .-: _ _::I--. T, ------ • ------+--r------'---;------ ~- --~ ---~---- ----1---.-... . I---, .. j...: __ -+----_-.:: --~ . 25 PLANS PREPARED BY WILSON ENGINEERING ·CONSULTING ENGINEERS' ' -: .. -,- 703 PALOMAR AlflF'9RT ROAD_, SUIT!:: 300 , CARLSBAD, CA 92009, ( 619) 438-4422 ~ci,'so~1 (_ ---• t/zs/<4J DEXTER . LSON --. _ DATE , -, - ---.::......._ __ - =- - ' -- --= !_ __ _ -- = = ---------,-----_ -- -- = r-, r-. ' -I ' ---I -- f-- -= --::c ' ------....... -•-'l-8 . - --,--= -= G 17 .,_, -,--- -- L_ ... -t-= ~ --= ---- ' 26 27 28 29 C, ----------~~ --- ' . t---t---'-"~--+-,...---_·•_·-'--,----· --• ·~• ·,,,,, ____ '.,·,,...,:....,;]....;__..,..'-+---'--+---•----H;,-'----l :=I =a!::, :::;:]~f N:::' G~1;::J~[~[ 0;::R 1~~~13;::c:::::~::;:~~p:::::~::::1:::::r 8=" A~E=~==r ~l==1~l I -' PLANS FOR THE CONSTRUCTION OF . DATE INITIAIL ENGINEEJI OF WO►RI< REVISION DESCRIPTION _ : _ VISTA/CARLSBAD INTERGEPTOR PHASE ill ! Ar. 8 SF RAILROAD R. 0. w. •-! STA 18+00.00 TO STA 29+00.00 : ·r .. i '·,., AP PFIOV[I): . I ' FIE. 23889 CITY ENGINEEFI DATE . NO. DRAWING NO. SHT, 1--D-AT_~_._1~...,·IT.-I-AL-I NO. CI_TY APPRQV.•~ OWN. BY•=----1 CHKO BY,_~-1 FIELD BK, PFIOJECT 3182 . 315-4 • '' ,' . . ' C.M.W.D. 90-6Q6 IOI -013 ------- j ' - ' ' . ':,- -- +--, -. ' • • 8 • =-, ' ' . -+--_- -- -. ----+----- . -' --' •• I •• 7 ' II ~ ,, ' " I • • -- 7 8 10 '" I ; ----- --r:--:- --·- --~ -------,------,----· '-+ --t:.------ --- --J...--- j -- ----:__...., - --+--......._:.::...·· +- --_.:. - -- --+--- ~ --I-----i-- --e--------i-•--~--,1......-, s'~"c ... -~ _---,z; ----I-----1- 1- ---+-t- -- C,M,W.D 90-606 - -- --:= ---f-- ------- -t-----+-. I-. --,, -r t- -- - . - ---. --,---.:.: ··-+- -----1---t-t-i-- --------- -- = -< --,----,..... -·:T: -- ~_:i _ _:_~ 18 ENGINEER --· - --- - --· --r-- i---: -- -·- -- -- 7 --------- ,- --·-----r----r--~- F f-__ +--___ -,-__ -+--·--r ---+--- DATE NO. DRAWING NO. 315-4 101-013 -- ' - ---.. -- ,- t- ' :----i-:-h ,::_I- • -. --- ' t---- -- -" • -t-I I ' - r --- -· ---_-_ C'~ -· -·- . .. -- .. - -_ =--1--- • 7 --- ----. ---- -- ----+--------• -r:--· ---7 ---, " . ---+-- -H - 0 I 2 3 4 5 I iO. I . ,. =· ---,------t-. r --,--------;_ __ - --f----~ ----= -~______..;-- -_ --,--.. ,::_- ~ =:~ --·-=r-·· ~ ~ I-' -,-~~---~~:7· ;..\~ _:...L-...:. -- ,_ - ---- -- --- . -- -=----- -- ---, -- ~ - -- -- ~ -- ---~.,--. .; r· -.,,-----,,---------,--- : --,---, . . ---- -~_:_ f.--. -r: __ _ • -i----'c-. ----~ --• i.=... -~ ~ - - ------,-----+---' -- ··:· ,--__ --, ---l--. r:-,;..._ :.:· .. r-:..1 ,;. .. ~ ~- --r ---: r-------~=r --=-.. -,---=~ _: -_-::·_· --i::-·--r-= ---·r· • ;-:··-·r:· --r·· ~-r --r----- -- - ----,------i---------~ ~-----,-------t--I--,• --~---~--- :.-::-:-.....= • -r- C - " - I- C:. -=--- ----'-- -·.:;-.···.:_ _-: :r.--~ 1.-.· ------- ~I..:.. = ,:E 1:--·.:. i...:.. ' ·- -- --- ...,_____ i::- ·- ---- 1---=-+----+ ' : -.,: . r r ---- : _- I- I-----••• --- --r--r--~- r-_-_ _-__ -·f-: -- t-::. ---r- r - = -- - - - - -- +--- r 7 - -- ~--,--- ' --r·---- ' ---1----- -- -- .----1...--. ----- I-~- _,i:---- f--- '-· - ~ --+- ,-----------,------r--· ~ - ---- --. --. I---+ +----+-_::'" ' +--· r r-__ r --~-:r::-· -l---t---: r--- ,--t--• ~---- -- t- -.. - 6 --i--- ·' ... DATE INITIAi,, ENGJNEEjl OF WORK ---r-·- STA 4+81.97 M.H.-N0.3 = SEE DETAIL@ -- r-·+-··. STA 5+45.05 M.H. NO. 4 SEE DETAIL ffi \JV -~-·- '--'-' w w Cl) --+ __ , _ _J_ r----,--+-- I _, " t---·· --r--- -1=---t-------- -.:± r-= -:-r-- --+----. - RE. 23889 CITY ~ f---1---t--. ENG I NE ER DWN.BY•----1 PROJECT NO. REVISION DESCRIPTION SHT. l--:-D_A_TE_-'-,-1-:N-,-IT,,-IA-,-L-i NO. C ITV APP.ROYAL· CHl(D. BY, ___ , Fl~LD BK, 3182 C.M.W.D. 90-606 -- --;--I .. DATE DRAWING NO. 315-4 LA MESA BLUEPRINT STA o+oo.oo BEGIN CONSTRUCTION INTERCEPTOR SEWER (SCHEDULE I) STA I+ 54.75 BEGIN CONSTRUCTION TRUNK SEWER (SCHEDULE 2) 4J ~ ~ 'st ~ ..... -..J C) STA 67+00.00 MATCH LINE -STA~ 8+50.00 MATCHLINE 4J ~ ::::i 'st :::: ~ :::: 'st ..... i 4J ::::i ~ h. :::: 'st '-c:i i3 I ., SHEET 4 STA 7+00.00 MATCHLINE MATCH LINE I .-I h. 4J "J h. e: 4J V) 4J ~ h -..J V) LJ_, ~ 4J ct: LJ_, er, -..J C) :,,. C) h. ct: i. l I~ I' i-- SHEET 15 l_ ~------------- ~ :::: c_j ~ 4J ~ ~ ::,: ::::i 4J S[ :::: 4J S[ :::: ~ ~ .s-c ::::i ~ ::::i l\J STA 52 +20.00 BK= :::: :::: ~ \::: :,s S[ 4<~. ~ h S[ ~ STA 55 + 67.15 AH c.:, S[ ~ S[ MATCHLINE S[ ct: I'' S[ h. ct: \::: ,, h ::::i S[ c.:, 4J .. S[ ll.. <2 S[ V) :::: LJ_, C) Do, ..... AT8iSF "J ~ ..... c.:, -..J :::: \::: -..J :::: RR ROW :i:: ~ ~ S[ ~ '-S[ ~ c.:, ' " ll.. LJ_, C) :i:: WASHINGTON STREET WASHINGTON STREET lt-!1---t-+-+--+---ll----1-+-+-+--+--+--;1---t-+-+--+--+--;1---t-+-+--+--+--;1---t-+-+--+--+--;1---t---t+---1-1--1---1---1---+-+--l---+---+----+---+--+--+--+--+-+-+-+-+-+----t----t----l-H---II--I--I-+-+-· +--+-+-+--+--+---+--+--+--+----+,-+--+-+-+-fl--+----t---t+-l---11----- S EET 5 STA 18+00. oo MATCH LINE STA 89+00.00 MATCH LINE WIIIILz~ SCALE: I" =200' STA 78+50.00 MATCH LINE h ~ ~ er, :::: C) SHEET 16 er, '-c::i S[ ~ CHESTNUT AVENUE h h. LJ_, 4J ~ 4J ~ h er, er, :::: (:, C) :::: er, '-c:i ct: ct: ~ ~ I.,_ LJ_, ..,, t::, :ii -,. STA 18+52.25 END CONSTRUCTION TRUNK SEWER (SCHEDULE 2) SHEET 6 SHEET 7 STA 29+0600 MATCHLINE STA 99 + 50. 00 STA II0+50.00 MATCH LINE MATCH LI NIE JEFFERSON STREET SHEET 12 STA 40 + 70.00 MATCHLINE SHEET 13 t'- i,,. U) STA 117+ 23. 34 END CONSTRUCTION INTERCEPTOR SEWER (SCHEDULE I) SHEET 8 SHEET 9 CITY OF CARLSBAD PLANNING COMMISSION Vlf(~J~tJ..:s..~~J>.. ~IIY.f-.:0" .• ' cAseNo. /Nre.lfj(!.eera~ -•• -~./~.P.C.. -~~-: f~-. -... EXHIBIT NO. e. DATE .:r-1.r-91 CITY OF CARLSBAD UL] t-----,t-----t-------------------+-------t---+----1---'--'-I ENGINEERING DEPARTMENT 7 t------;t-----+----------------+-----t---+----1-----""" PLANS PREPARED BY WILSON ENGINEERING, CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SU_ITE 300 CARLS~AD, CA 92009 (619) 438-4422 ~=f.2w1i_~ON l/2-~{( I DA1£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA1£ INITlAL D1' 1£ INITlAL OlHER APPROVAL CITY APPROVAi, , ' C.M.W.D. 90-606' PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE ill INDEX MAP APPROVED CITY ENGINEER• RCE 23889 EXP. DWN BY: ---1 CHKD BY: RVWD BY: _ PROJECT NO. 3182 IOl-0I3 DATE I DRAWING NO. 315-4 PLANS FOR THE CONSTRUCTION OF THE I ' ' I VISTA/CARLSBAD INTERCEPTOR PHASE m I I , I CITY OF CARLSBAD "DECLARATION OF RESPONSIBLE CHARGE' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 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 WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGJ!:!EisB OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. • FIRM: WILSON ENGINEERING ADDRESS: 703 PALOMAR AIRPORT ROAD, SUITE 300 CITY, ST.: CARLSBAD.CA 92009 TELEPHONE: (619) 438-4422 BY: ~_£{A.' 1/2.S/9 I DEXTEFl'S. WILSON DATE R.C.E. NO. 33692 EXPIRATION DATE: 6-30-94 UTILITY CONTACTS MR. LOUIS MONANEZ CITY OF CARLSBAD UTILITIES AND MAINTENANCE DEPT. 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 (619) 438-7753 MR. H.B. ARAYA SOUTHERN CALIFORNIA GAS CO. P.O. BOX 668 • DANA POINT, CA 92629 (714) 496-5712 (714) 496-1650 MA. LARRY GUTHRIE CABLE VISION P.O. BOX 344 CARLSBAD, CA 92008 (619) 438-7723 PAUL RENTERIA l\T & SF RAILROAD 740 E. CAR!I.EGIE DRIVE SAN BERNARDINO, CA 92408-3571 PATRICIA A. MALDONADO SAN DIEGO GAS & ELECTRIC 4901 MORENA BLVD, #210 SAN DIEGO, CA 92117 (619) 581-7115 MS. EARLENE COFFEY PACIFIC BELL CO. 7337 TRADE STREET SUITE 5420 SAN DIEGO, CA 92121 (619) 586-3879 CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD.CA 92008 (619) 438-3367 UNDERGROUND SERVICE ALERT 1-800-422-4133 ' Ir 1 1 ; ' BASIS OF BEARING THE WESTERLY LINE OF JEFFERSON STREET AS SHOWN ON MAP NO. 7594, LE. N00°05'00'E. BEN(CHMARK #V-1:307 NGS 1978 AT THE JUNCTION Of THE AT&Slf RAILWAY AND TAMARACK STREET, 154.5 FEET NORTH OF CENTERLINE OF TAMARACK STREET, 46.3 FEET EAST OF EAST RAIL, 310.2 FEET SOUTHEAST OF MILE POST 230, GROUND LEVEL WITH TRACKS. SHEET' 1 2 3 INDEX OF DRAWINGS TITLE TITLE SHEET NOTES INDEX MAP INTIERCEPTOR SEWER (SCHEDULE 1) 4 5 6 7 8 9 10 12 13 14 STA 1 +D0.00 TO STA 7+00.00 STA 7+00.00 TO STA 18+00.00 STA 18+00.00 TO STA 29 ➔ DO.DO STA 29+00,00 TO STA 40+ 70 OD STA 40+ 70.00 TO STA 52+20.00 STA 55+67,15 TO STA 67+00.00 STA 67+00.00 TO STA 78+50.00 STA 78+50.00 TO STA 89+00.00 STA 89+00.DO TO STA 99+50.00 STA 99+50.00 TO STA 110+50.00 STA 110+50.00 TO STA 117+23.34 TRWNK SEWER (SCHEDULE 2) 15 16 17 STA 1 +05.33 TO STA 8+50.00 STA 8+50,00 TO STA 18+52.25 DETAILS (SCHEDULE 1 & 2) APPROX. CP ,C.O. CONN. _DWG ELEC. EXIST FM - ,r HORZ. I.D. IE L MH P,S. PT. PVC RCP SD SDRSD SH. s ss STA TEL. VCP VERT i I' PROJECT LOCATION ABBREVIATIONS CARLSBAD ~ 0 DEL MAR • • SAN MARCOS C 5 10 MILES -------,. rP • POWAY SANTEE• . . , •EL CAJO,~- (J ~ UNITED sTA_:E.,; __ _ r PACIFIC OCEAN HWY 78 PROJECT LOCATION PALOMAR A RPORT RD. I-----~----1,1()t\CO ENCINA =~,__\_ ./ WATER POLLUTION '. CONTROL FACILITY APPROXIMATE CONCRETE PIPE CLEANOUT CONNECT DRAWING ELECTRIC CABLE EXISTING FORCE MAIN HORIZONTAL INSIDE DIAMETER INVERT ELEVATION LENGTH MANHOLE PUMP STATION POINT VICINITY POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS SHEET SLOPE STAINLESS STEEL STATION TELEPHONE CABLE VITRIFIED CLAY PIPE VERTICAL MAP NTS ' i LOCATION MAP LEGEND DESCRIPTION NEW INTERCEPTOR EXISTING SEWER i"" .::--.,~_1 __ _ EXISTING WAT[ER EXISTll;,JG FORCE MAIN EXISTING GAS LINE EXISTING ELECTRICAL CABLE .. EXISTING STORM DRAIN EXISTING TELEPHONE CABLE 1" AND 2" WATER SERVICE FIRE HYDRANT I I ' i SYMBOL 1-----s -----j 1----~w ?GATE VALVE 1------F M -----i 1-------G -----< >----E ----l f-----S D -----< 1-----T ---J f---0----® Js I PLANS PREPARED BY • ' WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 _ CARL:B/D, CA 92009 (619) 438~42~ ,T;_ (,Y ,r ( l ' I /2-sh I DEXTER'" S. WILSON DATE C. M. W. D. 90-606 I i ' IT 0,. CARLSBAD PLANNlltO COMMISSION i///T.A/.CA9J~P.A.-J>. JS~V'f~.'! .. CASINO. XNTeRcepr,, If -..... f.~.PM.l:t: .. .f.s':·l-1 ... ---■ EIOIIIITNO. A DATE .r-,s--1:1 CARLSBAD MUNICIPAL WATER DISTRICT ~ ROBERT J. GREANEY R.C E, 40 315 DATE DISTRICT ENGINEER ~ CITY 'OF CARLSBAD ~ L.!_j ENGINEERING OEPARTtillENT L.!.?_J PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE I[ TITLE SHEET APPROVED: R~. 23889 CITY ENGINEER OWN BY-~---1 CHKOBY: ___ 1 FIELD BK, PROJECT NO. 3182 101-013 DATE DRAWING NO. 315-4 =--E -t - , / -! I ', .... .l • 'j' ' - - STA BEGIN PLUG . 1+00 1+00.00 CONSTRUCTION END -- - -- - H ~ ----------- -i- -- • ., .. 2+00 3+00 EXISTING 1-1/211 GAS __j JEFFERSON STREET -- --- . . =-·-_; -- i---------• ------ ---------- -- ---- -- --+_ - ---I---+ r ----- -,-----f--1---- r ---l-r-- ---,-.----=+=-- I----,--. -f- ~ ---~----1-- _ _,_ ---I-- 1-~e----:::-.-. i-----~: ~ _--_-- --· I---1-----+_---- 4+00 --- f-· I( •• i::=-.-I . - --i-------::-f:-:-: .. r--------r:-.: -,- 1-· ---~------ = _--r---i-.:---r----=f:- -~- ----- ----= ---·I-- - ---h-- -. .. ------+-1--------f- h -=-- -- ---f-·· - --- ------• ---------' _ .... --. ---. :s;:/,. -----I-·· t----i------ h 'K,~ -- ·:: .. -~~ ·=r -------~----- ~ --1----... r--: __ 1--------____ • -_' __ ---_- -.--.- --f-;;- ---l-------_.:.._ -i-=_ -----,-- 5+00 ------. -_....,:.._ i=---<---+f-- -----. -0:::..:. t-------1---- _- h --I-· - ---- --_--~-i -1, __ --~ -f------I-::.. --1-· --- ::-I-·_:. i--------r----- -T I---·1: -. -r----r- -I----- - - r -- -- -' __ --_---- ------- ---t--1----· --- h --_-· I-·-I-··--I-· -I-. ·------ ; - t---r---r a-- --_:_ ·1 -T-:.:::-. :r --=-__ ~------!--· - f--. -I--- -- r------ F---. - i • 1 . "· -I-_:_ Ci_ --+-- -:-·: --r-·-- :--f------- T --I-- 1-- -- -+-·. ----,-i-------___ I-· -r----- -- . ----- __ - ---------I---. ----t------------- --t,----• - 1--.. ---=------ t---=- --........:.. ---- .: • - --- -- --,..::....:_ ----- -- ----. . . . -------"' -- -------- -_:_ __ . ---- ---- r -_-----'----=--..,+- ... --- - ------.,--- -- __::__ __ --- -----' - --- f--------- -- --- i---1----: -- ------__:_ r -- .:.:__ !-·: ----- -- 1------!--. - -=-- -i·--1--1--_ - -----i--:j:-_ ~- ---i----f- 1--....,..: - -I---- ----- -- f--I-•-I---•-·· f--- --- --'----- - - - - --- _;_ ::-_1---- --- --. : ... - -.-1--f- 1----1-....- r - f- 1---- -·-1- ---i:...-. I-----~ - ROCK BEDDING - PIPE BEDDING . • ' 5 " I- DETAIL ' r EXISTING • 8" VCP SEWER t----------------1----4----&..---I [sHEpl CITY OF CAR LSBA O ISHEIETSI LJ_j ~==~::::::E:::::N:::::G:::::l=N::::::E::::::E:::::R=l:::::N::::::G:::::::::::O::::E:::P::::::::::A :::::R ::::T::M:::::E::::N::::T:'::::.::::::::::~ PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 ,Citx~\~ WILSON l/2;~~~ I PLANS FOR THE CONSTRUCTION OF VISTA/CARLSBAD INTERCEPTOR PHASE JlI ELM STREET CROSSING !APPROVED: t-----+----1-------------------1---1----1------1 RE, CITY ENGINEER DATE 1---;----1------------------+--+----+-----I OWN.BY, ___ __, CHI< D. BY, ___ I FIELD BK, DATE JNITIIAL REVISION DESCRIPTION SHT-1-D_A_T_E_~IN_I_T_IA_L--t NO. CITY APPROVAL PROJECT NO. ENGINEER OF W10Rtc. DRAWING NO. 291-2 101-013