HomeMy WebLinkAboutDWG 475-2; CT 08-03; LA COSTA TOWN SQUARE RESIDENTIAL; 01-16. •e~,•~---~~-1. '~"'-J ' . ~ ..-----------------------------------------------------------------"'"----------------, t'
GENERAL NO TES
I. Tf-1/S PLAN SUPERSEDES ALL OT/-IER PLANS PREVIOUS£ Y APPROVED BY THE
CITY OF CARLSBAD REGARDING IMPROVEMEIVTS ANO GRADING SHOWN ON
Tf-1/S SET OF PLANS.
2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OT/-IER ADDITIONAL DOCUMENTS LISTED HEREON AS Tf-lEY MAY
PERTAIN TO Tf-1/S PROJECT. Tf-lE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE Tf-lE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONS/8/LI TY FOR Tf-lE CORRECT/ON OF ERRORS ANO
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REWS!ONS SHALL
BE PROMPT£ Y SUBMITTED TO Tf-lE CITY ENGINEER FOR APPROVAL.
4, A RIGHT-OF-WAY PERMIT FROM Tf-lE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN Tf-/E PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE
OF INSURANCE MUST BE FILED NAMING Tf-lE CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON Tf-lE PERMITTEE's POLICY IN Tf-lE MINIMUM AMOUNT OF $1,000,000.00
FOR EACH OCCURRENCE OF LIABILITY. Tf-lE INSURANCE COMPANY COMPANY WIIITING
Tf-/E POLICY MUST HA VE A RA TING OF 'ii "-OR BETTER ANO A SIZE CATEGORY OF
CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK Sf/ALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
Tf-lE CITY ANO OT/-IER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE
NOT CONSTRUCTED PRIOR TO Tf-lE DEADLINE DA TE OF Tf-/E IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO Tf-lESE PLANS W!Tf-lOUT ff/E WII/TTEN APPROVAL
OF Tf-lE CITY ENGINEER, NOTED WITHIN Tf-lE REVISION BLOCK, ON Tf-lE
APPROPR/A TE SHEET OF Tf-lE PLANS ANO TITLE SHEET.
8. ORIGINAL DRAWINGS Sf/ALL BECOME Tf-lE PROPERTY OF Tf-lE CITY UPON BEING
SIGNED BY Tf-lE CITY ENGINEER.
9. Tf/E ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY Tf-lE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF Tf-lE WORK BY Tf-lE CITY
/0. ACCESS FOR FIRE ANO OT/-IER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
Tf-lE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
II. WI-IERE TRENCHES ARE W!Tf-llN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A} SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C} COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF Tf-lE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tf/E FIELD OF APPLIED SOILS
MECHANICS. Tf-lE SOILS REPORT WILL BE SUBMITTED TO Tf-lE CITY ENGINEERING
INSPECTOR WIT/-1/N TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. Tf-lE
WII/TTEN FIELD COMPACTION REPORT(S) SHALL 8£ IMMEO/ATEL Y SUBMITTED TO
T/-1£ CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF Tf-lE FIELD TESTS.
12 A PRECONSTRUCTION MEETING Sf/ALL BE HELO AT Tf-lE SITE PRIOR TO Tf-lE BEGINNING
OF WORK ANO Sf/ALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION. INSPECTION. SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF
Tf-/E WORK. Tf-1£ CONTRACTOR SHALL SCHEDULE Tf-lE MEETING BY CALLING Tf-lE
INSPECTION LINE AT (760} 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OT/-IER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING Tf-lE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
{760) 438-3891. INSPECTION REQUESTS MUST 8£ RECEIVED PRIOR TO 2·00 P.M.
ON Tf-lE OA Y BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MAO£
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2·00 P.M. WILL BE SCf!EOULEO FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT Tf-lROUGH THE DEVELOPER AND/OR CONTRACTOR
Sf/ALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO f/EALT/-1 STANDARDS, LAWS ANO REGULATIONS.
15. Tf-lE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM!mNG A
OETA!l PLAN TO Tf-/E CITY _ENGINEER ANO/OR CONCERNED AGENCY SHOWING Tf-lE
DESIGN OF SHORING, BRACING SLOPE OR OT/-IER PROVISIONS TO BE MADE OF
WORKER PROTECTION FROM Tf-1£ HAZARD OF CAVING GROUND OUR/NC Tf-1£ EXCAVATION
OF SUCH TRENCH OR TRENCHES OR OUR/NG Tf-lE PIPE !NSTALLA T/ON Tf-lEREIN. Tf-1/S
PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5'} OR MORE IN DEPT/-/
ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO
EXCAVATION. IF Tf-lE PLAN VARIES FROM Tf-lE SHORING SYSTEM STANDARDS ESTABLISHED
BY Tf-lE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE
COO£, THE PLAN SHALL BE PREPARED BY. A REG/STEREO ENGINEER AT T/-1£
CONTRACTORS EXPENSE. A COPY OF Tf-lE OSHA EXCAVATION PERMIT MUST BE
SUBMITTED TO Tf-lE INSPECTOR PRIOR TO EXCAVA T/ON.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED W!Tf-1/N ANY WORK ZONE
OUR/NG CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY. ANO THE
PERMITTEE WILL NOTIFY Tf-1£ CITY £NC/NEER. OPERATIONS WILL NOT RESTART
UNTIL Tf-lE PERMITTEE HAS RECEIVED W/1/TTEN AUT/-IOR!TY FROM Tf-lE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT Tf-lERETO, INCLUDING WARMING
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EART/-IMOVING
EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OT/-IER ASSOC/A TEO GRADING
EQUIPMENT SHALL BE LIMITED TO Tf-lE PERIOD BETWEEN 7.· 00 A.M. ANO SUNSET EACH
DAY, MONDAY Tf-lROUCH FRIDAY ANO NO EART/-IMOVINC OR GRADING OPERATIONS SHALL
BE CONDUCTED ON W/;EKENOS OR f/OLIOA YS. (A LIST OF CITY HOLIOA YS IS
A VA/LABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.}
18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO Tf-lE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. Tf-lE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG Tf-lE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF Tf-lE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED lilT/-IOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM ANO BLASTING PERMIT.
20. Tf-lE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN
ON THE CONSTRUCTION PLANS Wl;RE OBTAINED BY A SEARCH OF Tf-lE AVAILABLE
RECORDS. ATTENTION IS CALLEO TO Tf-lE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES10R STRU(,TURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM Tf-lAT SHOWN ON THE PLANS. Tf-lE CONTRACTOR IS REQUIRED TO TAKE OU£
PRECAUTIONARY MEASURES TO PROTECT Tf-lE UTILITIES SHOWN ON Tf-1£ PLANS ANO
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND ANO UNDERGROUND} WITHIN T/-1£ PROJECT SITE SUFFIC!ENTL Y
AHEAD OF Tf-/E CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND Tf-lAT Tf-1£ ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/
THE PROPOSED WORK.
LA COSTA TOWN SQUARE
RESIDENTIAL
22 Tf-lE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR Tf-lEIR
FACILITIES ANO SHALL COORDINATE WORK WIT/-/ A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SOC&E
AT&T
SBC
TIME WARNER
COX COMMUN/CATIONS
CITY OF CARLSBAD (STREETS ANO STORM DRAIN)
CITY OF CARLSBAD (SE'l,fR, WATER & RECYCLED WATER)
LEUCADIA WASTE WATER DISTRICT
OLIVENHAIN MUNICIPAL WATER DISTRICT
l-800-422-4133
/-800-660-7343
/-800-892-0123
(800} 892-0123
(760) 438-7741
(760) 806-9809
(760) 434-2980
(760) 438-2722
(760) 753-0155
(760) 753-6466
23. IN ACCORDANCE WIT/-/ Tf-lE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY
T/-1/S PLAN Sf/ALL INCLUDE ''sTENCILS" BE ADDEO TO PROHIBIT WASTE 0/SCf!ARCE
DOWNSTREAM. STENCILS SHALL BE ADDEO TO Tf-lE SATISFACTION OF Tf-lE CITY ENCINEEn
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "ft' VALUE TESTS HA VE
BEEN CONDUCTED BY A PROFESSIONAL ENC/NEER OF Tf-lE STATE OF CALIFORNIA,
PR/NC/PALLY DOING BUSINESS IN THE FIELO OF APPLIED SOil MECHANICS, ON Tf-1£
PREPARED BASEMENT SOIL Tf-1£ "R" VALUE TESTS ANO Tf-1£ ENGINEERED STRUCTURAL
SECTION MUST 8£ SUBMITTED TO Tf-1£ ENC/NEER/NC INSPECTOR FOR REVIEW AND
APPROVAL A MINIMUM OF TWO (2) CITY WORK/NC OA YS BEFORE Tf-1£ WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON Tf-lESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE Sf/OWN ON THE
"AS-BUILT" PLANS. NO 0/RECT BURIAL STREET LICHT FOUNOA llONS WILL 8£ ALLOW/;O.
ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE Sf/All BE REINFORCED CONCRETE PIPE WIT/-/ A MINIMUM 0-LOAO
OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROV/OED DEPTH IS LESS Tf-lAN 15 FEET ANO BACKFILLED 111TH J/4" ROCK PER SORSli
S-4 TYPE "c" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 so410 WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED W!Tf-1/N
T',/fNTY FEET OF BUILD/NC OR STREET AREAS ANO REPLACED lilT/-1 PROPERLY
COMPACTED SOILS. IN OTHER AREAS Tf-lE PIPE Will BE PLUGGED WIT/-/ CONCRETE OR
REMOVED AS APPROVED BY Tf-lE CITY ENC/NEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA
ADMINISTRATIVE COO£.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0,3 OF Tf-lE CITY OF CARLSBAD
LANDSCAPE MANUAL
8. FIRE HYDRANT MARKERS Sf/ALL BE PLACED IN THE STREET W/Tf-1/N Tf-lE LIMITS OF
WORK OF Tf-1/S PLAN PER SDRS owe M/9.
9. All SURVEY MONUMENTS ANO POINTS Tf-lAT ARE 0/STURBEO BY Tf-1/S WORK Sf/ALL BE
REESTABLISHED, PERPETUA TEO, ANO OOCUMENTEO PER Tf-lE PROFESSIONAL LANO
SURVEYORS ACT.
/0. TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PROV/OED TO Tf-lE CITY
ENC/NEER/NC INSPECTOR.
STORM DRAIN NO TE
THE FLOORS OF ALL ORA/NACE BOXES (INLETS, CLEANOUTS, CATCH BASINS} ARE SLOPED AT 12·/
TO THE LOWEST OUT-FLOWING PIPE AS SHOWN ON Tf-lE STANDARD ORA WINGS. FLOWl.!NES SHOWN
ON Tf-lE PROFILES ARE FOR PIPES, ANO MAY OR MAY NOT BE Tf-lE SAME AS THE FLOWI.INES FOR
Tf-lE BOXES. OIVERTER BOXES ARE STANDARD CLEANOUTS WIT/-/ PIPES AS SHOWN ON PLANS.
C. T. OB-03
PROJECT LOCA T/ON
ASSESSORS PARCEL Nos. 223-050-74
Tf-1£ CALIFORNIA COOROINA TE INDEX OF THIS
PROJECT IS 334N-/695£ (ccs 27}
LEGAL DESCRIP T/ON
PARCEL 4 OF CARLSBAD MINOR SUBDIVISION 04-08, ACCORD/NC TO PARCEL
MAP NO. 20982, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA.
BASIS OF BEARINGS
Tf-lE BASIS OF BEARINGS FOR THIS SURVEY IS Tf-lE CALIFORNIA COOROINA TE
SYSTEM -/983, ZONE W, 1991.35 EPOCH, NORT/-1 AMERICAN OA TUM OF 1983
(NA083}, CR/0 BEARINGS BET'l,fEN STATION /0 AND STATION II AS SAID
COOROINA TES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL
.NETWORK ESTABLISHED BY RECORD OF SURVEY No. 1727!, FILED IN Tf-1£ OFFICE
OF Tf-1£ SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002
I.E.. N57'27'37"£
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON Tf-lESE PLAN WAS GENERA TEO BY AERIAL
PHOTOGRAPHY INFORMATION GATHERED ON APRIL 10, 2007 BY TOW/LL
REFERENCE DRAWINGS
DRAWING NO. 222-1 IMPROVEMENT OF LA COSTA AVE & RANCHO SANTA FE RO,
DRAWING NO. 176-2 IMPROVEMENTS FOR RANCHO SANTA FE RO. .
DRAWING NO. 397-I IMPROVE!JENTS FOR PASEO LUPINO
ORA WING NO. 368-2 RANCHO SANTA FE RO.
DRAWING NO. 397-18 LA COSTA A VE.
SHEETS 3 & 4 OF /5 PER OMIW S0-001-464-04
ORA WING NO. 409-4
CITY or OCEANSIDE
)8
DECLARA T/ON OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM Tf-lE ENC/NEER OF WORK FOR Tf-llS PROJECT,
Tf-lA TI f/A VE EXERCISED RESPONSIBLE CHARGE OVER Tf-lE OESICN OF Tf-lE
PROJECT AS DEFINED IN SECTION 6703 OF Tf-lE BUSINESS ANO
PROFESSIONS COO£, ANO Tf-lA T Tf-1£ DESIGN IS CONSISTENT WIT/-/ CURRENT
STANDARDS.
I UNOERSTANO Tf-lAT Tf-1£ CHECK OF PROJECT DRAWINGS ANO
SPECIF/CATIONS BY Tf-lE CITY OF CARLSBAD OOES NOT RELIEVE ME, AS
ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
OVA Y CONSULTANTS, INC.
2710 LOKER A VENUE 'l,fST, SUITE /00
CARLSBAD, CALIFORNIA 92010-73/7
(760} 931-7700
~-C .-II OAT£.· 1~/tz_
TIMOT/-IY 0. CARROLL, JR. '
R. C.£ NO. 5538/ EXP. 12/31/14
CIVIL ENGINEER/LAND SURVEYOR I r
OVA Y CONSULTANTS, INC.
2710 LOKER A VENUE 'l,fST, SUITE 100
CARLSBAD, CALIFORNIA 92010-73/7
(760) 931-7700
OWNER/DEVELOPER ' PROPERTY DEVELOPMENT CENTERS, LLC
5918 STONER/OGE MALL ROAD
PLEASANTON, CA 94588
(925) 738-1232
~ I
PACIFIC
OCEAN
I
1,. .. -e:r,
L..,
CITY or ENCINITAS '
VICINITY MAP
NO SCALE
OLIVENHAIN MUNICIPAL WATER DISTRICT
POTABLE WATER SYSTEM APPROVAL
(OMWD W.0.#559522)
LEUCADIA WASTEWATER DISTRICT ~i .· ·._ ,,/~iJ-z-4~ ENLDEmNi;,:E, 514 DATE
LWD DISTRICT ENGINEER EXP 3/31/14
WORK TO BE DONE
Tf-lE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WIT/-/ Tf-1£ FOLLOWING DOCUMENTS, CURRENT AT T/-1£
TIME OF CONSTRUCTION, AS DIRECTED BY Tf-1£ CITY ENGINEER.
/, CARLSBAD MUNICIPAL COO£.
2 CITY OF CARLSBAD STANDARDS.
3. Tf-1/S SET OF PLANS.
4. RESOLUTION NOs. 6577, 6578, 6579, 6580, 6582 DA TEO JULY 15, 2009.
5. Tf-lE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}.
6. SOILS REPORTS ANO RECOMMENDATIONS BY SOUT/-IERN CALIFORNIA SOil & TESTING, INC. OATEOAvG·, JO. 2012
7. Tf-1£ SAN DIEGO REGIONAL STANDARD DRAWINGS 2009 ANO CITY OF SAN 0/ECO STANDARD DRAWINGS 2012 AS MAY BE
MODIFIED BY Tf-lE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO JULY /5, 2009, RESOLUTION NO, 6577.
9. STORMWATER POLLUTION CONTROL PLAN (SWPPP) PREPARED BY ODAY CONSULTANTS DATEO FEBRUARY 21, 2012
IW!O NO. 9 37C364745, RECD OCTOBER 5, 2012
/0. CALIFORNIA STORMWA TER QUALITY ASSOC/A TION (CASQA) STORMWA TER BEST MANAGEMENT PRACTICES,
CONSTRUCTION HANDBOOK,· ANO Tf-lE STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTA T/ON CONSTRUCTION SITE
BEST MANAGEMENT PRACTICES (BMP) MANUAL
NOTE: QUANTITIES ARE FOR BOND/NC PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY.
STD. owes. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE
LEGEND
DESCRIPTION DWG. NO.** SYMBOL
A.C. PAVING OF STREETS 4" A.C. OVER 4" AB MIN. OR AS SPEC/F/EO BY SOILS ENGINEER
P.C.C. 6" CURB & CUTTER ............. C-2, TYPE .:7' ....... ==~ ~=====
PEOESTRIAN RAMP TYPE ~ ' ............. C-27. . . . . . . . . . #7 ,,·•~;.,-"' "'
P.C.C. SIDEWALK (47.
P.C.C. DRIVEWAY
.G-7 ............ ~·~· •~-· ~-~·'-"-~·~· ·-•
d?:::k .C-148 ........... ---"-'~---
CROSS CUTTER. . . . . . . . . . . . . . . . . . .GS-9. . ......•.
TRAFFIC CALMING CURB POP-OUT. . ................... .
STREET l/Cf/T (40W HIGH-EFFICIENCY INDUCTION}
5,500 PUPIL LUMENS. . ......... , . .E-1'. . . , , .... .
STREET LICHT (IOOW H/Cfl-EFFICIENCY INOUCTION)
IJ,700 PUPIL LUMENS ......•...... .E-12' ....... , . ,
STREET SURVEY MONUMENT. . . , ... , . . . . .M-10. . ....... .
~ ~ _../~'-
c::::::::::.,
0------
0------
L.
8" P. V.C. SEWER ................. .LIW S-12. . . . . . . . . ---5 --
SE'l,fR MANHOLE (4' DIA, MANHOLE) ...... ,l/W S-3 .......... ----o-
SEWER MANHOLE (5' DIA. MANHOLE}. ....... l/W S-4 ..•.....•. • ----0-
4" S£'1,fR LATERAL ............... l/W S-13. . . . . . . . . ---<@
STANDARD CUT-OFF WALL (ANCHOR). . . . . . .SOS-114. , ......•.. ~
4" DEEP S£'1,fR LATERAL . . . . . . . . . . . .l/W S-/8 ........ , . --~~
10" P. V.C. WATER LINE ................ , , , , ... , ....• ---W--
8" P.V.C. WATER LINE ............................. .' --w--
IO"~TEW~ .............. aoo.~~
8" CATE VALVE ................. O.W.M.O. 0-22 ...... , . ---oo-----
FIRE HYDRANT ASSEMBLY ............ O.W.M.O, C-1./ .. , ..... ---w-L
2" BLOW OFF ASSEMBLY ............ O.W.M.O. A-1.I .•...... --o-w---
2" MANUAL AIR RELEASE (M.A.R.) . . . . . . .O.W.M.O. A-2.3.
2" A. V.A •.............. : ..... 0. W.M.O. A-3.3.
END CAP & T.8.. . . . . . . . . . . . . . . . . . . . , . . , . . . . . . .
I" WATER SERVICE ............. ,O.W.M.0. 8-1./ ...... .
2" !RR/CATION SERVICE ... , . . . . . . . . .0. W.M.O. 8-1.1 . . •....
6" HOPE STORM ORAIN. , .... , ......... 0-60.
/8" RCP STORM ORAIN. . . . . . . . . . . . . . . ,0-60.
24" RCP STORM ORAIN. . . . . . . . . . . . . . . ,0-60.
36" RCP STORM DRAIN ............... ,0-60.
54" RCP STORM DRAIN. . . . . . . . . . . , . . . .0-60.
TYPE 8-2' C.!. (W/1.0CAL DEPRESSION PER OS-I} .. 0-2'. . ....... .
TYPE 8-/' C.I. (W/1.0CAL DEPRESSION PER OS-I) .. 0-2'. . ....... .
TYPE II' C.O. . . . . . . . . . . . . . . . . . . . .0-9 .......... .
TYPE 'F' C.8. . . . . . . . . . . . . . . . . . . . .0-7. . . . . . . . . . .
CONCRETE LUC. . . . . . . . . . . . . . . . . . . .0-63. . . . . . . . , .
-----w-
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II
• AS MOO/FIEO BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS
"SAN 0/ECO REGIONAL STANDARD DRAWINGS UNLESS OTf/ERlifSE STATED
QUANTITY
5,809 LF
4 EA
34,400 SF
63 EA
855 SF
8 EA
13 EA
2£A
17 EA
2,626 LF
9 EA
.4 EA
63 EA
2£A
I EA
f,529 LF
954 LF
4 EA
'2 EA
10 EA
7 EA
3 £A
2 £A
2 EA
64 EA
2EA
384 LF
312 LF
6/ LF
306 LF
203 LF
2 £A
2 EA
3 EA
2 EA
I EA
LA COSTATOWN SQUARE
·'
I BENCHMARK: I I
NOT£!!
ELECTRONIC DATA ALES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR l,,fRTICAL SURl,,fY CONTROL
2710 Lokor A'l@nue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
OOayComiultonts.com
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: A.M. B.R. DATE: JANUARY 2012
DRAWN BY: J.S,, G.M. SCALE: AS SHOWN
PROJECT MGR.~· ~T=.C~. __ JOB NO.: 101290-04
ENGINEER OF WORK:
~C-4'
TIMOTHY 0, CARROLL. JR.
DATE:Jo/z.9/4,Z
RCE: 55381
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
2 1/2" 0/SC STAMPED "CLSB-011 LS 62/5"
IN CURB 'l,fST S/0£ OF COMMUNITY LOT
COMMUNITY PARKING LOT NORT/-1 OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON 'l,fST SIDE OF PARKING LOT, 104 FT
FROM SOUT/-1'1,fSTERL Y CORNER OF RESTROOMS
R.O.S. NO. 17271 (PT. NO. 71)
173.24 DATUM: NCVO /929
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DATE INITIAL DATE INITIAL DATE INITIAL
01HER APPROVAL CITY APPROVAL ENGINEER OF WORK REVISION DESCRIPTION
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ENGINEERING .MANAGER PE 41204 EXPIRES 3/31/13 DATE
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SEWER NOTES
LEUCADIA WASTEWATER DISTRICT
I. LrWJ APPROVAL OF THESE PLANS OOES NOT RELIEW: THE APPLICANT, PR/VA TE ENGINEER OF
WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS 0/SCOW:REO OUR/NC OR AFTER CONSTRUCTION.
2 ALL OESICN, MATERIALS, ANO CONSTRUCT/ON WORK SHALL CONFORM TO THE LEUCAOIA
WASTEWATER 0/STRICT L!WJ SEl'tER STANOAROS ANO TO THE REQUIREMENTS OF THE STANOARO
SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (CREENBOOK) AND THE REGIONAL
STANDARO DRAWINGS, MOST CURRENT EDITIONS. IN THE EW:NT OF CONFLICT THE LIIV SEl'tER
STANOAROS GOW:RN.
3. OSHA SAFETY ORDERS AND OSHA CONF/NEO SPACE ENTRY REOUIREMENTS SHALL BE FOLLOl'tED
AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAW: A COPY OF THE SEl'tER NOTES 2 & 3. DOCUMENTS ON THE
JOBS/TE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PER/00 OF ONE YEAR AFTER THE DATE
OF FINAL ACCEPTANCE BY LHV ANO SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROW:
DEFEC71W: IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT
EXPENSE WHA TSOEW:R TO LWO.
6. QUAN7171ES SHOWN HEREON ARE FOR BONO EST/MA TE PURPOSES ONLY. NEITHER THE PR/VA TE
ENC/NEER NOR LHV GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANT!TlES.
1. PRIOR TO CONSTRUCTlON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENT/NC ALL
MATERIALS ANO SUPPLIES SATISFACTORY TO L!WJ. WORK SHALL NOT COMMENCE UNTIL SUCH
MATERIALS ARE APPROW:D BY L!WJ.
8. PRIOR TO BEGINNING SEl'tER WORK, THE LHV INSPECTOR SHALL BE FURNISHEO THREE SETS OF cur SHEETS AND SHALL COMPLY WITH L!WJ STANOARO SPEC SURW:Y REQUIREMENTS.
9. PRIOR TO BEGINNING SEl'tER WORK, CONTRACTOR SHALL SECURE A L!WJ PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO L!WJ PRIOR TO
CONSTRUCTION.
10. NO WORK SHALL BE COMMENCEO UNTIL ALL PERMITS HAW: BEEN OBTAINEO FROM THE
JUR/SO/CTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES.
II. CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6705 BY SUBMtmNG A OETAIL PLAN
TO THE 0/STR/CT ENGINEER SHOWING THE OESIGN OF SHORING, BRACING, SLOPING, OR OTHER
PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARO OF CAVING
GROUND OUR/NC TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE
PREPARED FOR ALL TRENCHES FIW: FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM !HE
SHOR/NC SYSTEM STANOAROS ESTABLISHEO BY !HE CONSTRUCTION SAFETY OROERS, TITLE 8,
CALIFORNIA AOMINISTRA T/1/1; COOE, THE PLAN SHALL BE PREPARED BY A REC/STEREO
ENGINEER. A COPY OF !HE OSHA EXCAVATION PERMIT MUST BE SUBMITTEO TO !HE L!WJ
INSPECTOR PRIOR TO EXCA VA 710N.
12 ALL SEWER FACILITIES SHALL BE INSTALLEO IN ORY EXCAVA 7/0NS ANO TRENCHES. CONTRACTOR
SHALL DEWATER ANO MAINTAIN OEWA TERING CONTINUOUSLY UNTIL !HE WORK IS COMPLETED
INCLUOING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STA TE. ALL PIPE
ZONE MATERIAL LOCA TEO IN l'tET OR AREAS SUSPECTED TO BE WET IN !HE FUTURE SHALL BE
ENCASED IN CEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTEO TO
!HE 0/STRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL-OBTAIN OEWATERINC
PERMITS AS NECESSARY ANO RETURN OF GROUNDWATER TO !HE SEl'tER SHALL NOT BE
ALLOl'tED.
13. !HE EXISTENCE ANO LOCATION OF UNDERCROUNO UTILITIES SHOWN ON IHESE PLANS WAS
OBTAINEO BY AVAILABLE RECOROS SEARCH BY !HE PRIVATE ENGINEER. TO !HE BEST OF !HE
PRIVATE ENGINEER$ KNOWLEOGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
!HESE PLANS. ATTENTION IS CALLEO TO !HE POSSIBLE EXISTENCE OF OTHER UTILITIES OR
STRUCTURES NOT SHOWN, OR IN A 0/FFERENT LOCA T/ON FROM !HAT SHOWN ON !HE PLANS.
!HE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN ON !HE PLANS AND OIHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY L!WJ OOES NOT CONSTITUTE A REPRESENTATION OF THE
ACCURACY OF !HE LOCATION OF, OR !HE EXISTENCE OR NON-EXISTENCE OF, ANY
UNDERGROUNO UTILITY, PIPE, OR STRUCTURE WI/HIN !HE LIMITS OF !HIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNOERCROUND SERVICE ALERT (800) 422-4133, AS REQUIREO BY
STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLEO PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING Wl!H ALL LOCAL, STA TE, AND FEDERAL SAFETY
REGULATIONS INCLUDING, BUT NOT LIM/TEO TO, TRENCH SAFETY ANO CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTEO TO L!WJ BY A QUALIF/EO SOILS ENC/NEER WHICH
CERTIFIES THAT TRENCH BACKFILL WAS COMPACTEO AS DIRECTEO BY THE SOILS ENGINEER IN
ACCOROANCE WIIH ON SITE EARIHWORK SPECIFICATIONS ANO !HE L!WJ STANOARO SPEC.
18. SEWER ELEVATIONS SHOWN ARE INW:RT ELEVA 7/0N (!.£), INS/OE BOTTOM OF PIP£ SEl'tER
lENGTHS SHOWN ARE FROM CENTER OF MANHOlE TO CENTER OF MANHOl£
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROW:D BY !HE L!WJ 0/STR/CT ENGINEER AS
CONSTRUCT/ON CHANGES TO !HE ORIGINAL MYlAR DRAWINGS WIIH !NIT!AlED APPROVAL ON
THE MYLARS.
20. CONTRACTOR IS RESPONS/BlE FOR KEEP/NC COMPLETE RECORD OF CHANCES AND SHALL MAKE
SUCH RECORO AVA/lABlE TO !HE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROV/OE
AS-BUILT DRAWINGS TO l!WJ FOR REVIEW AND APPROVAi PRIOR TO FINAL ACCEPTANCE OF
THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIM/TEO TO 350 FEET, INCLUO/NC COLLECTORS AND
lATERAlS, UNlESS OIHERWISE APPROW:0 IN l'tRITINC BY !HE 0/STRICT. TRENCH SHALL BE
BACKFILLEO OR PLATED AT !HE CONCLUSION OF EACH OA Y OF WORK.
22. !HE CONTRACTOR SHALL PROTECT ALL SURW:Y MONUMENTATION. IF ANY SURW:Y MONUMENTS
ARE DISTURBEO OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSEO SURW:YOR TO
RE-ESTABLISH ANO RECORO !HE MONUMENT CHANGE PER STATE LAW.
23. A MINIMUM OF 12 INCHES W:Rl/CAL CLEARANCE SHALL BE PROVIOEO BETl'tEEN THE SEl'tER
PIPE AND ANY OTHER UTILITIES.
24. SEPARATION OF SEWER/ WATER ANO SEWER/ RECYCLEO WATER SHALL COMPLY WITH lllV
STD owe S-2 AND WITH ALL COUNTY ANO STATE HEALIH OEPT. REGULATIONS.
25. CONNECTIONS TO EXISTING SEl'tER PIPE OR MANHOLES SHALL ONl Y BE OONE IN !HE DIRECT
PRESENCE OF THE LIIV INSPECTOR. NEW SEWER SHALL NOT BE CONNECTEO OR ALLOl'tEO TO
FLOW TO EXISTING SEWER UNTll AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY !HE
l!WJ INSPECTOR, OR AS APPROW:O BY 0/STRICT ENC/NEER.
26. ALL SERVICE LATERALS SHALL BE lOCATEO AT RIGHT ANGlES TO !HE SEl'tER MAIN UNlESS
OIHERWISE SHOWN AS APPROW:D BY l!WJ ON !HE PlANS.
21. A 2-/NCH fl/CH "s" SHALL BE INSCRIBEO ON !HE CURB FACE AT EACH lATERAL LOCATION BY
THE CONTRACTOR.
28. A 10 CAGE SHIELDEO COPPER WIRE SHALL BE BUR/EO OW:R EACH lA TERAL. !HE WIRE SHALL
EXTENO UP TO A 2" COPPER TAG 7/EO ANO SOLOEREO TO !HE WIRE. !HE TAC OW:R THE
SEWER MAIN Sf/All TERMINATE 6" ABOW: PAV/NC SUBCRADE WIIH FINAL LOCATION JUST
BELOW PAVING. !HE TAC OW:R THE CUSTOMER ENO OF !HE lA TERAl SHALL EXTENO ABOW:
CRAOE UNTIL CONNECTEO ANO Sf/All THEREAFTER BE BURIEO AT !HE POINT OF CONNECTION.
29. ALL PIPE SHALL BE HANOlEO ANO INSTALLEO SO AS TO PROTECT PIPE, JOINTS, LINING, AND
COATING. THE PIPE SHALL BE CAREFULLY BEDDEO TO PROV/OE CONTINUOUS BEAR/NC ANO
PREW:NT UNEW:N SETTLEMENT. PIPE SHALL BE PROTECTEO AGAINST FLOTATION AT ALL TIMES.
OPEN ENOS OF PIPE SHALL BE SEAlEO AT ALL TIMES WHEN CONSTRUCTION IS NOT IN
PROGRESS.
JO. PIPE JOINTS SHALL NOT BE OEFLECTEO UNLESS SO OESICNEO AND SHALL !HEN BE LIM/TEO TO
LESS !HAN ONE-HALF OF !HE ANGLE RECOMMENDEO BY !HE PIPE MFCR.
JI. SEl'tER PIPE ZONE ANO TRENCH BACKFILL SHALL BE PER THE LIIV SEWER STANOAROS. WATER
JETTING SHALL NOT BE ALLOWEO.
J2 All LATERALS SHALL BE CONSTRUCTEO ClEAR OF ORIW:WA YS.
3.3. JOB MIX/NC OF CONCRETE IS NOT ALLOWEO WI/HOUT EXCEPTION. CONCRETE TESTING BY l#V
WILL BE AT CONTRACTOR EXPENSE.
3.4. MANHOlE BASES SHALL BE MONOLITH/CALLY PlACED, FINISHED, ANO COMPlETEO AT TIME OF
PlACEMENT. GPK PROOUCTS, INC., OR APPROW:D EQUAl, MANHOlE AOAPTERS SHALL BE
SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE
ALLOl'tEO FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE
ACCEPTABLE FOR USE WIIH 8" SEl'tERS WIIH DISTRICT ENC/NEER APPROVAL.
35. JOINTS BETIIEEN MH BASE, SHAFTING, CONE SECTIONS, ANO RING SHALL HAW: A 2" BY 2"
BUT'tl RUBBER GASKET PLACED WI/HIN THE FULL CIRCUMFERENCE. CASKET SHALL BE
CPS-210 BY PRESS-SEAL CASKET CORP., OR APPROW:O EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER BACKFILL, AND J)
SUBSEQUENT TO ANY SUSPECTED MOW:MENT OR DAMAGE AFTER BACKFILL.
3.1. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT !HE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERAllON FOR FINAL
ACCEPTANCE BY UWJ. AIR TEST SHALL BE OONE AFTER CONSTRUCTION OF All OIHER
UTILITIES AND Ul!LITY LATERALS.
3.8. ALL SEl'tERS AND LATERALS SHALL BE IN PLACE ANO SHALL HAW: FINAL APPROVAL BY !HE
l 11V INSPECTOR PRIOR TO PAVING.
39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-/NCH DIAMETER PER L!WJ STD
owe S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER
100 STD owe s-4.
40. MH's SHALL BE LINED WIIH INTEGRALLY LOCK/NC PVC (T-LOCK) OR A POL YUREIHANE
PROTECTIW: LINING SYSTEM PER SECT. 500-2 OF !HE CREENBOOK FOR.·
a. ALL NEW MH's
b. ALL EXISTING MH's WITH NEW CONSTRUCT/ON
c. ALL EXIST/NC LINED MH's Tf/A T REQUIRE NEW CONCRETE RISER RINGS
41. MAXIMUM DEPIH OF SEWER FOR SORJ5 PVC PIPE ID 15'. C900 PIPE IS REQUIRED FOR DEP!H
OF COW:R OW:R 15.
42 FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PER/00 OF TIME NOT TO
EXCEED ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTION. IF !HE ONE YEAR
TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCf!ON THE DEW:LOPER SHALL RESUBMIT
!HE PLAN CHECK TO !HE DISTRICT ENC/NEER FOR AN UPOA TED REVIEW ANO APPROVAi. ANY
CHANCES REOUIRED TO !HE PLANS SHALL BE MADE AT !HE OEW:LOPER's EXPENSE AND
APPROW:D BY !HE l!WJ 0/STRICT ENC/NEER PRIOR TO THE START OF CONSTRUCTION.
43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON !HE DRAWINGS,
!HE CONTRACTOR SHALL CONNECT TO EX/Sl!NC MANHOLE STRUCTURES AND CONSTRUCT !HE
NEW FLOW-IHROUCH CHANNELS IN EACH MANHOLE BASE TO ACCOMODATE !HE NEW SEl'tER
LINES AS REQUIRED. SMOOIH TRANSITIONS SHALL BE INSTALLED FROM THE INW:RTS OF !HE
MEWL Y INSTALLEO PIPES TO !HE EXISTING MANHOLE STRUCTURES. MANHOlES SHALL BE
CORE DRILLED AND MANHOLE CONNECllON FlmNCS SHALL BE CONNECTED TO Tf/E CORE
DRILLED HOLE BY LINK-SEAL, OR APPROW:D EQUAL !HE FIRST FLEXIBLE JOINT SHALL BE
LOCATED WI/HIN ONE FOOT OF !HE MANHOLE BAS£ JACK HAMMER/NC SHALL NOT BE
ALLOWED.
WATER NOTES
OLIVENHAIN MUNICIPAL WATER DISTRICT
I. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCOROANCE WITH !HE DETAILS AND
MATERIALS AS SPECIF/EO IN !HE MOST RECENT EOIT/ON OF !HE OLIW:NHAIN MUNICIPAL WATER
DISTRICT (DISTRICT) STANDARDS SPECIF/CATIONS AND DRAWINGS FOR !HE CONSTRUCTION OF
WATER MAINS AND FACILITIES, INCLUDING ALL AMENOMENTS AOOPTED PRIOR TO THE 0/STRICT
APPROVAL DA TE ON !HES£ PLANS. CONTRACTOR SHALL HAW: A COPY OF THE STANOARO
SPECIF/CATIONS ON !HE JOB SITE AT ALL TIMES.
2 !HE SUBMISSION ANO REVIEW OF ALL SUBMITTALS (SHOP ORAWINGS, SIX SETS) AS REQUIREO BY
!HE STANOARO SPECIF/CA l!ONS ARE TO BE ACCOMPLISHED PRIOR TO PRECONSTRUCTION
MEETING WITH THE 0/STR/C(S INSPECTOR.
3. UNlESS OIHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME
AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY
!HE DISTRICT. DISTRICT SHALL BE NOTIFIEO TWO l'tEEKS MINIMUM IN ADVANCE OF ANY
SHUTDOWN.
4. CONTRACTOR SHALL COOROINA TE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEOULED ON A
MONDA Y OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF
EXEMPTION LETTER OR TRENCH/NC PERMIT, IF REQUIRED, SHALL BE SUBM/TTEO TO THE
DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WI/HOUT DIRECTION OF !HE DISTR/C(S INSPECTOR.
CONTRACTOR SHALL NOTIFY THE 0/STRICT INSPECTIONS OEPARTMENT 48 HOURS PRIOR TO !HE
BEGINNING OF WORK TO ARRANCE FOR INSPECTION OF !HE PROJECT.
1. ll/E CONTRACTOR MUST CALL "DIC ALERT OF SOU/HERN CALIFORNIA" TO HAW: UNDERCROUNO
SERVICE UTILITIES LOCATED PRIOR TO CONSTUCTION. THIS CALL WILL BE MAOE AT LEAST 48
HOURS IN ADVANCE PRIOR TO ANY WORK BE/NC PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG
ALERT PHONE.· 800-227-2600)
8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONTRACTION 1.£, LINE CROSSING, LINE
PARALLELING, OR PROPOSEO CONNECTIONS SHALL BE FIELD W:RIFIED BEFORE ANY
CONSTRUCTION BEGINS.
9. !HE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANOARO SPECIF/CATIONS THE
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOW: ALL PUBLIC WATER
LINES INCLUO/NG WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON !HE WATER MAIN PROF/[£ TOP OF PIPE
PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH CRAOE OF STREET.
ff. ALL OEFLECTIONS (HORIZONTAL AND W:Rl/CAL) SHALL BE MADE BY USE OF JOINT COUPLING
WIIH 4' MAXIMUM DEFLECTOR PER (2" PER JOINT). NO BEND/NC (CURVING) OF PIPE SHALL BE
PERMITTED.
12 MANUAL AIR RELEASES SHALL BE INSTALLED AT All HIGH POINTS AND BLOW-OFFS AT ALL
LOW POINTS IN !HE WATER MAIN PROF/lE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS
WI/HIN METER BOX ANO LOCATE BEHIND CURB UNLESS OIHERWISE APPROW:D BY THE
DISTRICT$ REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR
RELEASE OR BLOW-OFF WHEN LOCATEO AT OR NEAR fl/CH OR LOW POINTS, AS APPROW:D BY
!HE DISTR/C(S REPRESENTA 7/VE.
13. INSTALL A MINIMUM I-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 FEET
FROM A SIOE LOT LINE. A 3./4-INCH fl/CH LETTER "W" SHALE BE CHISELED IN TOP OF
EXIST/NC CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WI/HIN DRIW:WAYS OR SIDEWALKS WITHOUT DISTR/C(S
PRIOR l'tRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR
INOUSTR/Al DEW:LOPMENT SHALL HAW: AN APPROW:D BACKFLOW PREW:Nl/ON DEVICE ON
CUSTOMER$ S/OE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALW: LOCATIONS ANO PROVIDE WRITTEN 0/MENSIONS TO
INSPECTOR IMMEOIA TEl Y UPON INSTALLATION OF VAL W:S.
11. LINE VALW:S, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT !HE TEE
WHENEW:R POSSIBLE.
18. FIRE HYDRANTS, AS APPROW:O BY !HE APPROPRIATE FIRE DISTRICT AND MEET/NC THE
DISTRICT$ STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIEO BY !HE
FIRE 01STRICT.
. 19. ALL DESIGN CHANCES TO !HE WATER SYSTEM SHALL BE APPROW:O BY !HE DISTRICT
REPRESENTA 7/W: IN l'tRIT/NC PRIOR TO CONSTRUCT/ON ANO ACCEPTANCE OF !HE CHANG£
20. !HE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCOROANCE WIIH !HE PROCEOURES IN
!HE OMIIV STANDARD SPECIF/CATIONS. THE CLASS OF PIPE SHALL BE USED AS !HE
DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VAL W:S (CLOSEO) AND
APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041
OF THE OM!WJ STANDARO SPECIF/CATIONS PRIOR TO TIE IN OR CONNECTIONS TO EXIST/NC
SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO !HE CRITERIA
SPECIFIED IN THAT SPECIF/CATION.
22 CONTRACT RECORO DRAWINGS MUST BE SUBMITTEO PRIOR TO FINAL ACCEPTANCE OF WORK.
!HE PLANS MUST PROVIDE POST CONSTRUCTION W:RIFICA TION OF !HE LOCATION ANO
ELEVATION OF PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (I) YEAR AFTER !HE
DA TE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR
ALL SUCH WORK, TOCE/HER WIIH ANY OIHER WORK WHICH MAY BE D/SPLACEO IN SO 00/NC
!HAT MAY PROW: OEFECTIW: IN WORKMANSHIP AND/OR MATERIALS WI/HIN !HE ONE-YEAR
PERIOD FROM !HE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEW:R TO !HE 0/STRICT,
ORO/NARY WEAR ANO TEAR, UNUSUAL ABUSE OR NEGlECT EXCEPTED.
24. All /RR/CATION METERS SHALL BE SERW:D WIIH RECYCLED WATER UNLESS PREVIOUSLY
APPROW:D IN WRIT/NC BY THE DISTRICT.
25. ALL BURIED NUTS ANO BOLTS ON ALL F/Tl!NCS ANO VAL W:S SHALL BE WAX TAPE WRAPPED
IN ACCOROANCE WIIH O.M. W.D. STANDARD SPECIF/CATIONS.
SIGNING ANO STRIPING NOTES
/, !HE CONTRACTOR IS RESPONSIBLE FOR INSTALL/NC ALL SIGN/NC AND STRIPING.
2 SIGN/NC, STRIPING AND PA W:MENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (Ff/WA 's MUTCD 2003 REVISION 1, AS AMENDED FOR
USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST W:RSION
THEREOF), IHESE PLANS AND ll/E SPECIAL PROVISIONS.
3. ALL SIGN/NC AND STRIP/NC IS SUBJECT TO !HE APPROVAL OF !HE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTA T/1/E, PRIOR TO INSTALLA T/ON.
4. ANY DEV/A 7/0N FROM IHESE SIGN/NC AND STRIP/NC PLANS SHALL BE APPROW:D BY !HE
ENC/NEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN !HE FIELD.
5. ALL SIGNING AND STRIP/NC SHALL BE REFLEC71W: PER CAL TRANS SPECIF/CATIONS. STRIPING
SHALL BE REPAINTED TWO l'tEEKS AFTER INITIAL PAINTING. SIGN/NC SHALL USE
ENCAPSULATED LENS REFLECTIW: SHEETING (HIGH INTENSITY OR EQUAl).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROW:MENTS, ALL STREET STRIP/NC AND MARKINGS
WITHIN A 500' PERIMETER OF !HE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE
NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF !HE CITY INSPECTOR.
1. EXACT LOCA l!ON OF STRIP/NC AND STOP LIMIT LINES SHALL BE APPROW:D BY !HE PUBLIC
WORKS DIRECTOR OR HIS REPRESENTATIW: PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOW: ALL CONFLICT/NC PAINTED LINES, MARKINGS AND PA W:MENT
LEGENDS BY CR/NO/NC. DEBRIS SHALL BE PROMPTLY REMOW:O BY !HE CONTRACTOR.
9. ALL PAW:MENT LEGENOS SHALL BE !HE LATEST W:RSION OFTHE CALTRANS METRIC STENCILS.
to. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWAlKS SHALL HAW: 10' INS/OE
0/MENS/ON UNLESS OTHER WISE SPECIFIED.
ff. All CROSSWALKS, LIMIT LINES, STOP BARS, PA W:MENT ARROWS ANO PA W:MENT LEGENDS SHALL
BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12 FIRE HYDRANT PA W:MENT MARKERS SHALL CONFORM TO !HE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL OEVICES (Ff/WA 's MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN
CALIFORNIA) AND SAN 0/EGO REGIONAL STANOARO ORAWING M-19.
13. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN !HE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA 's MUTCO 2003 REVISION/, AS AMENOED FOR USE IN
CALIFORNIA) UNLESS O IHERW/SE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUB/NC WIIH BREAKAWAY BASE PER SAN
DIEGO REGIONAL STANDARO DRAW/NC M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED US/NC A STANOARD CITY OF
CARLS.BAO MOUNTING BRACKET WITH STRAPS.
11. EXIST/NC SIGNS REMOW:D BY !HE CONTRACTOR Sf/ALL BE DELIW:REO BY !HE CONTRACTOR
TO !HE CITY OF CARLS.BAO PUBLIC WORKS YARD AT 405 OAK A W:NUE.
I \ I \';.....--I
I \ .~ I \'\.:,\ :--,
I\,;±:?
.II.II. No. 08-15140
K£Y L£G£ND 18. All SIGNS SHOWN ON IHESE PLANS SHALL BE NEW SIGNS PROVIDEO ANO INSTALLED BY THE --r--
CONTRACTOR EXCEPT !HOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR ../;-.• .-~ SE.WER.
TO REMAIN. ~ '. ·,,_o,c Ssi "~"'-"
19. (IF NECESSARY) WHERE R4-7 SIGN ANO OM1-J OBJECT MARKER ARE TO BE INSTALLED IN.A .·_,c.fJ;~,o -/-e~1; "-. ACCESS HOLES.
2-FOOT W/0[ MEDIAN :fOS~ !HE R4-7 SIGN SHALL BE 18"X24" AND !HE OM1-J OBJECT ,_ fj;('YJ5;{,,J• . ,!('-i::\ f WATER.
MARKER SHALL BE l2'X/2. ( 'j"' <'f ''Jl'"fO. -"°,1 cLl lu1J2 l V . !JO :Z n,-1
· / , ,~~ EXP, 06-J°{J ;o . ::: :::::~.
__ ._.,-.,_.....__,----._,~-~-.,,,-•·~--~ \!&&•· ~II. , -~~
A--;St.Jl"I.PTION oF ~ E:Sf'o)(S.I 8LE Cl1,.:;,eG£ ,;,~~✓-STREE.T LIGHT.
· , EXIST. STREE.T L/GH,
,_,_...,... ;<·-;;;J. o I '!>, 1 h'E)eEi!!, )I A-SSUME 1'?8Sl'lPIJS/6L-l=
• ' 0£ IYBSl~N (!.,<r,;<JN'&l'3.-5 OF rR/5 p-,e,,,w 1 ;,u ', HUNSAKER STORM DRAIN. ~~ 7/z4 /,, ,f &ASSOCIATES ( LOT NUMBER. I ,A !rt DliQO. IMC ,) L, JN7"1/€.T/ ),J ;,ec,e ~8tf/7o eX:P, i:,, ~So~ ? .,__ "' ,c • wrT/Wap!esS~ { SHEE.T NUMBER. fNONE[RINC; San Diego. Ca fi1121 ~...__~_.__...,.,,,..__ _ __, ...... ......-,.___.,,...,..__,..,,.,,, SURVEYlNC PH(HSB)SSIJ.4500· fX{658}55IJ.1414 --......
-s--
0
. -w--
-
--------
@
[j]
KEY MAP
SCALE· t" = 200'
·-----... :-.. -.._........_,~-SEWER MANHOLE DATA TABLE ,,
r.1Jnll01, .1 D tlilll bir UPS l11H F1p~ Pip! . ~1p, .... ..... s.1~p~ Lo~ O j ,,n 011,M nllOI 8 (Ad(lre H) h!H ,1111 El . h1H 11 'i'l rt El. __ h1H l)lpill(~L ·············--···· ... " .... , .. , .,.. ~ .
1, ngiJ1 mata,r1nl Ur. llr.a m lllwn,tn,111 i1Uti 11" 8 t, r:-0ordlna bJ , r.113. ..... , __ --_ .... . . "' -----i~~J > >
UP$ Clwll ' ) /!Ht) ( \Ill .<1/Jdro II l)l icrl p1 on Addrn u D, 1¢1lp11on IJP$ DNtl UPS ov,11 !JP$ D/>111
03-1 ;1.;o TO Q(!,-J,5/ !,{J ~26M'00,02 ! 9749132.17 J.58.21 8 PVC O.SJ"~ -.;j~t -.tJfl;:~t JJ/./1 3(}7 ,50 .324 IXJ 29 9.&l ?. I J 1.97
t.}IJ-l -5140 TO Q(>./f,/Jf.! (120 !4%J.09 I 974023.90 90.73 8 P'IC .)4.2.2~6 -.:;~t -.'Jtf-?~t :f.J?.JO ZOO DO 2~.70 .2M.C(t 8.,J() }4.~
00-/ 5/,JO TO 0.f>-1£,!1(} l1,.N J.532,-26 } !)J' 4534. 92 SJ..$) (j PVC 7.JJ ~, -~tee t -ao:~1d JaOJJO 27,3.M 2G4.77 2~0.00 /,; •.3 J2.70
00../ii/80 TO {J/j-/.j} 70 0201-509 .. Jl ! 974990.29 25fJ . .S9 8 PVC 4.:JJ ~, -~te-: t -.:.~&t .)3!.07 ,)2,,1 ;34 J.24/)'J JI J.ZO 7.0'l 8. (14
08-1 SI 70 TO Q:J-).j,1 00 02017 ii0.%J I 97 '!O!/. s•l 202.t)!J (j PVC 10£14% --~t:e-: r --:J~~t J2 ,i .8-4 2'}.j .43 J/2,7.; 2d IJ.43 9.09 9,0)
00-1 .;»o TO Ol!r/62!0, (120 /J 09.42 I 97-$."J.)2,}l 20/,;')4 8 PVC , .oo~; -:";J~t -~'tt-:•?r 370.9-3 374 ;),) JOZ.11-$ JOO.JI ~-00 }4.C•.2.
OJ../-52!0 TO 0$--}.jJ.(!{J ·1120H 00.3' !91&::JI.Ji .· 179.-SQ 8 PVC J.C,(!% -.:,~t -.;~,et ,)74.JJ J7T .JO 3 ~) 2, J.3!.31 14.12 ! u.99
00-1.;wo TO 03-ld/ 00 010/~8,3 .. ):1 , o7m4.rn 105.'.J/ (j PVC 4.n ~~ -:;..t:wl -C,7:t:t&t :377.JO .)$42.:i 3{17 2~ 34 ,.~-I? 2/J tJ' 7.Qii
f],j-J SJ ~O TO 03-16},10, ., , 02MM9.20 197,528.3.29 ;:,J,3,t•3 8 PVC j 0.0-5~~ -.$~'/ -:~t:::i:!-t .3.542.5 3?,! /_;!~ ,)40 IX! ,)/ J.2/J 8.2.5 8.M
00-} S-240 TO O.S-.!.5230 (120 »Jo. !l4 I 97ii78ii.Si! 194.20 8. .pvc 2.00§~ -.siree t -.stt-:et .:l,30.00 m.10 372.07 .Jo o.o, 7. 01 ! I .IQ
C8-/ .52JO TO (J f;-.1,52.00 0202! ,:>:1.,1 191.;uao.91 \ 272.23 .3 ··PVC 4.2.5~6 -.j~t -.j't(r:i:ft J.30./ 9 3tl .JO JM.99 J00./4 1120 ! 7.}"
>
j
)
NOTE//
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR 1/ERTICAL SURVEY CONTROL
oFESS/
I--:. ~ 'f> ~;::: ~ z
(.!) l"'1
C~/~~TS
DESIGNED BY; A.M. B.R.
DRAWN BY: J.S. G.M.
T.C. PROJECT MGR.·
"AS BUILT" DATE: JANUARY 2012
1 ?OtJP £.:~~6 SCALE: AS SHOWN
JOB NO.; 101290-04
E 4-Bb7o EXP. fs,/30/11,,,
'
S//d'/4
DATE
BENCHMARK:
DESCRIPTION: 2 1/2" DISC STAMPEO "CLSB-011 LS 6215'
IN CURB WEST SIDE OF COMMUNITY LOT
5 -:i. -11~ ,RL,<1_ ~_AB -Bu Li.,_ -r ~ NO. 55381 SJ 2710 Loker Avenue West Clvll Engineering ENGINEER OF WORK: 10-3<>,/4 Rl/1 AS-,BUILT OMWD 1,2.1,1.:; 'I /I
o· 50• 200'
100 400'
SCALE: 1" = 200'
SH££T INDEX
SHEET NO.
1
2
J
4-10
tt-13
14
15, 16
DESCRIPTION
T/TlE SHEE.T
KEY MAP
STREE.T SECTIONS & DE.TAILS, NOTES
PUBLIC STREE.T IMPROW:MENTS
PUBLIC STORM DRAIN PLANS
RANCHO SANTA FE ROAD IMPROVEMENTS
TRAFf7C CONTROL
..... r.10n1·,_0_11 __ r1p,_ ... If,. or LI no i CO Ill Ill 9M ll
(AflG. fJTC•.OEC.1RP !;MTl i11rour 11 hi H .. "'. -, •rn••~•rn""~'•"rnrn"''"''~~~•••••-• •• • •
UPS ov,,11 IJ p !j ClwtJ
sm STD I }
SID SID ! /
SID S7D ! )
SID SID / 2
tiTD SID 2 I
am sm ! /
STD S'lD ! 2
SID 5'1;) 2 !
STD STD I ..
sm srn ! J
STD SD ! !
I S2ET I CITY OF CARLSBAD lliJ ENGINEERING DEPARTMENT 6
IMPROVEMENT PLAN FOR:
LA COSTA TOWN SOUAR£
RESIDENTIAL
~G x1J:mSKI _JJ~~
ENGi EERING MANAGER PE 41204 EXPIRES 3/31/13 DA~E * * Suite 100 Planning
u''?;; CIVIi. fl..*"° Carlsbad, California 92010 Processing -;;:--{!-4 DATE: ,b/.2'J'/c :E•)~Br~ 5~~
LOCATION: COMMUNITY PARK/NC LOT NORIH OF CAMINO DE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON HEST SIOE OF PARKING LOT, 104 FT
FROM SOUIHWESTERL Y CORNER OF RESTROOMS 7--'4-I!> rct.>-r f!'v~n~,.;, z,F. ~listtwS~L~ , . -, 0/b/1~ 6Vf' OWN BY: PROJECT NO. DRAWING NO.
I: OF CAl.l~<:i
760-931-7700 Surve~ng
Fox: 760-931-8680 -ODoyConsultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR DTE
RECORD FROM: R.O.S.. NO. 17271 (PT. NO. 71)
ELEVATION: 173.24 DATUM: NCV!} 1929
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: cw C. T. 08-03 475-2 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
J:\001017\_Ras!danllal\Jrnpro'<emenb\1091Fl02-Key.dwg Nov 07, 2012 J:51pm
Xrefe; 1090f1; 1090fMAfl; 1090FSTR; 1090FU1L; 10177UTI.; 1017EVll; 1090flLY; 98-o+LOTS; 1090AN; Sewerloble2
I
I
'·
\
082113
------------------~-----------
VAR.
I ' VAR.
R/W
I ,o· 126'
/06'
~5.0' 4.5'
5.5 53' 53'
VAR/fS
PCR l
JO' YIN.
SETBACK 15 ,
H
5'
VA{/1£1 0-J
-.
2'
,._...-SOUNO ..,.-, WALL
R/W
17'
60'
q_
I
I
~I
R/W.
IJ'
7.5' 5.0' 0,5' ,
11-~•· z,' A .:.,
1' 1' YIN. ~-r.
PROPOSEO
GRAOE
-
DETAIL
5'
CURB/WALK RETURN
13' TO 10' PARKWAY
NO SCALE
17' 10' TO 13' PARKWAY
R/W
10' 7'
I 5,
,-.,---,,;~~' S/OEWALK L SEE LA 'OSCAPE L£V£L UN£ 6"
6" CF-PLANS ----:\_TTTn-::r---ic:::::::::=:l' a a '
I
5'-4"
CURB ONLY .L,_ ___ _,,
PER 6-1
SECTION A-A
20' WIOE ESYT.
10' 5'
2% 6" AC BERY
4" AC OVER 4" AB (YIN.}
OR AS RECOYYEN0£0 BY
SOILS ENO/NEER
NOTE/I
ELECTRONIC DATA ALES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR vERTICAL SURvEY CONTROL
SECTION 8-8
NOT TO SCALE
ofESSt
,!:} • 't',
Cl)~ --_,._ ~:z "' ,,,
4'
i:_s:-/ "1-f-
----
PROPOS£0 Y£ANO£R/NG
4 • PCC SIOEWALK
EXIST. TYPE 'G' CURB & GUTTER
REALIGNED RANCHO SANTA FE ROAD
R/W
<:,,
~-r.
11-~:i-• z,1
/0'
4.5' 5.5
NO SCALE
VARIES 84' TO 60'
q_ VARIES 32' TO 20' VARIES 32' TO 20'
I
R/W
/0'
5.5' 4.5
II~ . I i:' = 2x = = ==i== = = 2x = __JF;;::'.%''--' -<:., -~..,..
--~ TYPE 'G' CURB & GUTTER-
A.C. PAVEYENT ANO BASE
EXISTING LA COSTA A VE. { PER DWG. 253-7)
{BETWEEN CAMINO DE LOS COCH ES AND CALLE PERA) •
/0' JO'
2% 2% ~ --------
NO SCALE
80' ROW
EXIST. AC PA V£Y£NT OVER
CRUSHED AOCR£0AT£ BASE
JO' 10'
EXIST. 8" YEDIAN CU/18
2% ______ _lrF'---" ---
2%
EXISTING LA COSTA AVE. (PER DWG. 397-18)
{EAST OF CALLE PERA)
NO SCALE '
20' 1110£ EASEMENT
12' 4'
6" CURB
CRAOINC PLAN OETAIL
[_ INSTALL WA /FR BARS PER
&: CUT/FR
2% T'/P ~ <s. ---------,I,(.•/ "l-f-
4" O.C. OvfR 8" A.B. (MIN.)
OR AS RECOMMENOEO BY o..._ /8" STEEL WA /FR
-_ SOILS ENC/NEER
SECTION G-G
NOT TO SCALE
BENCHMARK:
DESCRIPTION: 2 1/2" 0/SC STAMPED "ClSB-011 LS 6215'
IN CURB WEST SIOE OF COMMUNITY LOT
\i NO. :;:;J51 f:J
* *
2710 Loker Avenue West
Suite 100
Corlsbod, California 92010
760-931-7700
Fox: 760-931-8680
0DoyConsultcnts,com
Civil Engineering
Planning
Pracessfng
Surveying
ENGINEER OF WORK:
RE I' ;p;Y: ) ~
. C (!(!)~
LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON WEST SIDE OF PARKING LOT. 104 FT
FROM SOUTHWESTERLY CORNER OF RESTROOMS J'q,I) CIVIi-e.*"' c OF CAl_l'<Q -~r:Jf(__
TIMOTHY 0. CARJWLL,JR.
DATE:/o/4.'f//2
RCE: 55381 V INSPECTOR ELEVATION: 17J.24
RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71)
DATUM: NCVO 1929
-----~ \ 6" TY.'£ 'G' CURB & GUTTER • P.C.C. SIO[WALK
4" A.C. PVYT. OVER. '/,1/N.) OR
AS RECOYYENOEO 8 G/lv££R
(S(£ STREET NOT£ NO. 1 ON SHEET 1)
CALLE PERA
NO SCALE
R/W 56' R/W
10' 18' q_
0.5' (TYP.)
SITIO SANDIA AND SITIO LIMA
NO SCALE
*SEE DETAILS AT LEFT
EASEMENT TABLE
EASEMENTS PER PRELIMINARY TITLE REPORT DATED JULY 12, 2012
BY ARST AMERICAN TITLE INSURANCE COMPANY, ORDER No. NCS-555026-0NTI
No. P.R. No. PURPOSE OWNER REFERENCE OAIF
[I] ITEM 6 100' TRANSMISSION LINES S.D.C.&:£ BOOK 5208 PACE 403 APRIL 19, 1954
[I] ITEM 6 100' TRANSMISSION LINES S.O.C.&:£ BOOK 5132 PACE J42 FEBRUARY 5, 1954
[I) ITEM B PIPELINES/ INCIDENTAL PURPOSES 0.,1/. W./J. FILE/PACE No. 71-247284 OCTOBER 21, 1971
[j]] ITEM 9 PIPELINES/ INCIDENTAL PURPOSES 0. ,I/. w. D. FILE/PACE No. 84-091367 MARCH 14, 1984
~ ITEM 13 PUBLIC UTILITIES/ INCIDENTAL PURPOSES 0.,1/. w.o. FILE/PACE No. 2000-0361183 JULY 10, 2000
@ ITEM 14 PUBLIC STREET/ PUBLIC UTILITIES CITY OF CARLSBAD FILE/PAGE No. 2002-0079622 JANUARY JO, 2002
~ ITEM 15 PUBLIC STREET/ PUBLIC UTILITIES CITY OF CARLSBAD FILE/PACE No. 2002-0258807 MARCH 21, 2002
~ ITEM 16 ORA/NACE FACILITIES CITY OF CARLS.BAO FILE/PACE No. 2002-0358070 APRIL 29, 2002
~ ITEM 17 PUBl/C STREET/ PUBLIC UTILITIES CITY OF CARLSBAD FILE/PACE No. 2002-0358071 APRIL 29, 2002
~ ITEM 18 WA/FR/ INCIDENTAL PURPOSES 0.,1/. w.o. FILE/PACE No. 2003-00/3608 JANUARY 6, 200J
I SJET I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 6
/MPRO'IEMENT PLAN FOR:
LA COSTA TOWN SOUAR£ RESIDENTIAL
~'.??.Lu:-~SKI 1"'-"'-1'" R!£l... ~~...AA -~UI(. r . ' _jJ ~fa__
It,--RlM :;l..\ AS-Bllh;'..T OMWJ\ I .'2,t,I~ I " ENGINEERING MANAGERPE41204 EXPIRES 3/31/13 ~ATE
17-"'-t• Pl_.;M. 11,,~-.. l-/,,,,:Jruv,> ,,,;,: ,1'.i:;S.RJA5S/B.t.);'. l!.H~ ' . 8/§?l,3 GVf' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: Cl,<,/
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 08-03 475-2
l:\001017\_Re3!denllal\Jmprowmenls\1090FI0J,-011toils.dw11 N1;1~ 07, 2012 3:51pm
Xrefa: 1090FI; 100Ckm
0821'13
C
w :e
0 Ci)
'Tl ,,:.
.... " 0\ U1
I
N
....... . . .. :.:·.1
·.:. . :::: ........ "":: .. : .. : .... ... ··· .....
. ...... · .. ::·. ······I·· ..... . ...... ... : ... ...... · .... I
.. . ··: ..... . " ... . ....
,, .. .... ·.:.::: .. ··:.... ..· .. ' . . .... ···1· .... :·.· .... ··
.. ..... _. ..
'
........ 1•· .... ······
- - -...
. ....... . ·:·: .. · .. : .. ........ ....
. . -I···· .. : .. ·.:: •...•. : .. :· : . ··. -· .................... .. .. .. 1 .
····· ..... . ........... . . .. •I··-. .. ·:.: ... ' ..
: • .-.... ·:, •·••••rn .:,. ·.• ........ ............. -.. ·:. . ....... 1·· ·.: ..... :.v
I .... . ....
. . . .. .. ....
.. .................................. .. ..... ....... . . :.·:. . ....
. . ... . . .,, ·.·•·, ·,JJc,c ::: .. .. .... ... ..... ·::'"·'" -::·:t· 1 1 U(fr a.'--t--+--l-'--+-+---+--+~ .. ~ ... f--+---t--=+--l~+-+--t--+--jf-'-f--1----+--.. +-.--+--+~f--+---t--=+--l'-'-+-'-'+-'--+--+---,f-'-+-+---+-=+=f--+---+-=+--l""4
·:·I· · ....... ..
... t. ·:·· .. . :··I·
....... ... : .. ·:•. ·. ~.: ·.. . .. '
·.r : ........... . ....... ·:: ... . ":·: .. . ...... . ··:.1.: .. . ....... .
:··:·:·
.. : ....
.
... I.
' . :::
. , · ··· ....... I.·. . ......... ·.f,-.'.. . .. :· ....... 1··.:. :. . ... :· .·• ... ... . ... '" .... ::.:::: ,1·; .. '"·;: ..... •·• ........ . • "'" .... • ··•· ..... ··. ··:·:: .. .
t·· ........ .. ... ...... ....... . .. . ..... . .. ... . .. 1·· . ·--:.: .... ···.:.: ..
SEWER LATERAL TABLE
LATERAL DEPTH SEQ. LOT
NO. NO.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO
MAIN ELEV. LATERAL GROUND BELOW PAD UPSTREAM BACKWATER AT PL SLOPE ¾ ELEV. PL ELEV. MH RIM VALVE
IE AT PL PL TO IE FT. ELEV. REQ'D
/5 2 l1+52.03 291.45 30.00 /.2 293.21 2.00 298.9/ 5.10 303.0 321.84
16 3 l2+09.6I 291.23 30.00 1.2 298.99 2.00 304.60 5.61 312.0 321.84
11 4 l2+95.99 305.91 30.00 1.2 308.10 5.68 3/4.96 6.26 318.0 321.84
18 64 /3+13.21 313.96 30.00 1.2 3/6.65 5.32 322.88 6.23 321.0 354.25
24 63 l4+53.52 322.51 30.00 1.2 324.21 2.00 330.54 6.21 335.0 354.25
SEWER CONNECTION NOTE
I. CONTRACTOR SHALL AELD SURI/EY (POTHOLE} EX/SllNG PIPE INVERT ELEVA 770N
AND SUBMIT SURVEY DA TA TO l WO FOR APPROVAL PRIOR TO CONNECllON.
CAUTION!!
2 CCTV EX/SllNC 8" SEWER FROM MANHOLE NO. 08-13920 TO CAP.
W A) 12" WHITE LIMIT LINE & STOP LEGEND PER
CAL TRANS STANDARDS A240 & A24E
B) STOP SIGN (RI-I}
CONTRACTOR TO VERIFY THE EXACT
LOCATION or EXISTING UT/LIT/ES IN THE
FIELD PRIOR TO CONSTRUCT/ON!
NOT£!/
ELECTRONIC OATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
y
y
y
y
y
' -. .:··
'
10 II
REMARKS
""... .. :"(.·.•::'"·· •·• ,·.· ...... :.::: .... 1 ·. I.. . .• I·· ·· •. ·,; • ....... ·: .. ".: ....
12 13
BENCHMARK:
DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215"
LOCATION:
IN CURB WEST SIDE OF COMMUNITY LOT
COMMUNITY PARKING LOT NORTH OF CAMINO DE
LOS COCHES AND EAST OF CALLE llM/TEO. SET IN
CURB ON WEST SIDE OF PARKING LOT, 104 FT
FROM SOUTHWESTERl Y CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 11211 (Pl NO. 11)
ELEVATION: 113.24 DATUM: NGW 1929
14 15
o· 10' 40'
5' 20·
SCALE: 1" ; 40'
80'
'NO' 'I 'I
1
2
3
4
5
CENTERLINE DATA
,NO DELTA/BEARING RADIUS LENGTH
N 16°44'38" W 149.41'
2 LI= 31°29'58' 400.00' 219.91'
3 LI= 15°25'41' 400.00' 101.11'
CURB DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 14°45'13' W
N 16°55'00' W
LI= 22'22'41"
LI = 46'30'11"
A = 10'06'21'
417.00'
380.00'
411.00'
99.52'
53.12'
162.81'
308.43'
13.55'
TYPE "G" CURB & CUTTER
"
"
" • "
WATER DATA
!NOi DELTA/BEARING RADIUS LENGTH REMARKS
SEE SHT. No. fl
FOR STORM DRAIN PLANS
SEE OWG. No. 475-28 FOR GRADING PLANS
1
2
3
1
2
3
4
N 19°31'34" W
A= 32'01'38"
LI = 11'46'51"
43.44' 10" PVC ~ Cl /50
389.00' 211.44' "
389.00' 120.13' "
SEWER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 16°44'38" W
N 16°44'38" W
LI = 30'21'02"
LI = 15°54'15"
14.15'
49.Sl'
400.00' 212.58'
400.00' 111.03'
8" PVC SEWER ~ SOR 35
' .
WATER SERVICE TABLE
LOT
2
3
4
22
63
64
WATER STATION
11+9,f.OO
12+25.58
IS/TIO SANDIA!
f,f+42.99
f,f+64.33
l3+84.08
1---+---+-----------t---i--------t---t-----J I SH4EET I CITY OF CARLSBAD ~6
~:::::::::::'..':::::::::::=E=N=G=IN=E=E=R::IN=G=D=EP=A=R=T=M=E=NT===-=Ll.LJ===;
IMPROVEMENT PLAN FOR:
/0-30-,I~ J?uV/ /,2 ,lrs; _,_,,,u, QMkY'. h (,it, I', 1 _
7-:!4-13 !€tM 11 ASf;Ll.,,.PTi,/>iV oF ~nr-~~,v~.s:~1'11!,~/,"'J::_~-~ta+.,,.,..:::--l-cc'=·,.,,...-t-1:rv~i.,fi~ 6\/P
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
.
I. \001017\...Ro~l<.lent1al\Jmprovvmenb\100Cflo+-P«o,dwg Nov 07, 2012 4:JJpm
Xrefs: 1090A: 1090FMAP: 101nUTL; 1090NUll; lO!IOfPRO; 1090FSm: 1090fUll; \Ol7tp01
LA COSTA TOWN SQUARE
R£S/D£NTIAL
CALLE PERA
AP~: ..... ~.~}<-¼"A.%SKI
;&...}.~~----_Uj'Z8/JL
ENGi EERING MANAGER PE 41204 EXPIRES 3/31/13 DATE
DWN BY:-~~
CHKD BY: C:-1,<.J
RVWD BY:
PROJECT NO.
C.T. 08-03
DRAWING NO.
475-2
.,
0821'\'.l
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SEQ. LOT
NO. NO.
25 62
26 23
27 61
28 60
29 59
JO 58
JI 57
32 24
STREET
STATION OF
LATERAL
AT MAIN
I5+28.J/
15+85.47
I6+0I.JI
I6+83.JI
17+29.54
17+84.83
18+43.11
18+71.82
INVERT
AT MAIN
IE
330.47
336.56
338.25
346.51
348.41
350.69
353.10
356.25
LENGTH
OF
LATERAL
JO.OU
30.00
30.00
30.00
30.00
30.00
30.00
30.00
SEWER LATERAL
LATERAL
DROP TO ELEV. LATERAL
MAIN AT PL SLOPE % IE
1.2 332.36 2.46
1.2 338.53 2.15
1.2 340.24 2.82
1.2 349.10 4.96
1.2 354.09 16.00
1.2 360.06 29./8
1.2 365.88 41.36
1.2 361.99 31.64
GROUND
ELEV.
AT PL
338.62
344.79
346.50
355.36
360.35
366.32
372.14
374.25
TABLE
DEPTH
BELOW
PL
PL TO IE
6.26
6.26
6.26
6.26
6.26
6.26
6.26
6.26
PAD
ELEV.
FT.
343.0
349.0
350,0
357.0
364.0
37/.0
378./
UPSTREAM BACKWATER REMARKS
MH RIM VALVE
ELEV. REQ'D
354.25 y
354.25 y
354.25 y
371.30 y
371.30 y
371.30 y
371.30 N
371.30 N
I
o' 10' 40'
5 20· 80'
SCALE: 1 • = 40'
-• ,-:•_; ~~;fi~o:: ·:.
,:.-:.l :c_ :_. . ~ -~~,--._-.;:,: -
22
62
LOCATION OF EXISTING UTILITIES IN THE -°2 ct I ? ''" • '' •" '" • ·,:,,'?;t.~•,.~iX.
F,-'"'ZD nD/11D Tll ""W.'STD'IJ,C"""·' /? LJ_t)A)t,{_. fa'/ ARTtlU _,e C..c 1-1?~70 t3xP. , _ > _ · vv ,o YJWW ... ,_ -,~{'.,~" s:J:lf:_i'./·'.·•) 1ci r,uvn IV C.,VJ //11 ffVl'fJ ..,.-(0 ~0 /4-ENGINffRINC $anDiego,Ca7m1 --~ ....... ~~.. !"""
16
60
PLAN
..... ~~ .._£.F"\~ ................ y,... ..,. ......
-...u -1. .. .,,..... · '< .. ~_,..,...,,.. .. ._,,,, • .;,....-~·••,<.,.,._..~ .. ....,-.. t'~..-....,.,.,\.,.---.·-•.. ~: .... .,.,_,----"'-.. , SURVEYING PH(8Sll)S53-4S0O• FX(553)551Ff414 /.,_.,.ro-•-_•--~--""•c-""_· -•-"'-:" .--... ~:'-'.'--------------,
~--~,_,,__,, _______ • .,, ..... .-.-,.,, .. d~ •.• ..,,-, "As Bu I LT"
NOTE/I
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
0 /<,...~ DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 ~ ("Ji DRAWN BY: J.S. G.M. SCALE: 1" = 40' . ~ /4~ _ <f" /4A__
____ PROJECT MGR: T.C. JOB NO.: 101290-04 l:f .O.VD l. .;/l'jART/N ·c DATE
C O N S U L T A N T S <----------------< RCE 48'1!4' EXP. i,,/30)/h.
2710 Loker Avenue Wei.t
Suite 100
Carlsbad, Colifornlo 92010
760-931-7700
Fox: 760-931-8680
ODayConsultants.com
Clvll Englnt1erin9
Planning
Processtng
Surveying
ENGINEER OF WORK:
-~Cd{
TIMOTHY 0. CARROLL, JR.
DATE: /o/25/R,
RCE: 55381
REfl§WE:~ BY:\ 111 ,,X:rr(11v "M v
INSPE'CTDR
17 18
57
59
CALLE PERA
58
SCALE: I" = 40'
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
2 1/2" DISC STAMPED "ClSB-011 LS 6215"
IN C/JRB ~ST SIDE OF COMM/JNITY LOT
COMM/JNITY PARK/NC LOT NORTH OF CAMINO OE
LOS COCH ES ANO £AST OF CALLE TIMI TEO. SET IN
CURB ON ~ST SIDE OF PARK/NC LOT, 104 FT
FROM SO/JTH~STERL Y CORNER OF RESTROOMS
R.O.S. NO. 17271 (PT. NO. 71}
. 173.24 DATUM: NGVO 1929
19
1 -43
20
1
2
3
4
5
6
7
B
9
CENTERLINE DATA
NO) DELTA/BEARING RADIUS LENGTH
1 N J0°11'01' E 199.00'
2 /J = 53°41 '57' 215.00' 201.SO'
3 N 23°30'56" W 68.31'
CURB DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 30°11'01' E
N 30°11'01' E
/J = 53°41 '57'
/J = 53°41'57'
N 23°30'56" W
N 23°30'56" W
LI = 90°00'00'
A = go•oo'Oo'
LI = 00°25'22'
198.00'
232.00'
30.00'
J0.00'
380.00'
199.00'
196.19'
185.57'
214.44'
20.31'
20.31'
41.12'
41.12'
2.80'
TYPE "C" C/JRB & C/JTTER
,,
n
n "
" ,,
n ,,
• ,,
WATER DATA
INO DELTA/BEARING RADIUS LENGTH REMARKS
2
3
.
-0 '9,
-0 '9, 2
• I 3
SEE DWG. No. 475-28 FOR GRADING PLANS
N 30°11'01' E 199.00' 10" PVC ~ CL 150
LI= 53°41'57' 226.00' 211.81' ,, ,,
N 23°30'56" W 51.31' ,, ,,
SEWER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 30°11'01' E 191.00' 8" PVC SEWER ~ SOR 35
LI = 53°09'58" 215.00' 199.50' • •
N 23°J0'56" W 65.80' • •
WATER SERVICE TABLE
LOT
23
57
58
59
50
61
62
WATER STATION
15+75.46
SIT/0 LIMA
SIT/0 LIMA
17+94.83
/7+39.54
17+11.40
I5+1/.JI
I5+38.JI
>--+---+----------+---l---t--f---f-----< I SH5EET j CITY OF CARLSBAD ~6
ENGINEERING DEPARTMENT ~ ~='....'::::========::::::'...'::=:=::;
-
~IOc:-30~-l'.'t.4-:~~"'zYl~,~1).'~\A~S-::.,B~tl~(~l:_j_l:___Q_O~MQXW'Lf..2__/', _____ µ\'l,Z..:..!_l~.l(°Lj_(,t'..1"P'=n-+:
i:Z=~3-$' •· l1YJs;;.uh1.f'TIQN o,::__,f_~l&~',e_ ~.c•~~Ej_ __ _j___._·_~el_fa/13 GiVP
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
l:\001017\_Resldentlol\lmprowments\lOWFI05-P«a.dwg No.,. 07, ?012 4:32pm
Xn,fa; 1090FI; 1090fMAP; 10177\JTL; 1090fS1R; 109\J'l.lll: I090fPRO
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLAN FOR:
LA COSTA TOWN SOUAR£
R£S/O£NTIAL
CALL£ PERA
_ ,::/~M'~ _jJ/ze!,z APPR~' 0 : )(N ~Kz: VAtJ/J,E;l(I
ENGIN ERING MANAGER PE:41204 EXPIRES 3/31/13 DATE
DWN BY:--,-
CHKD BY:__,;;;;_u,,L
RVWD BY:
PROJECT NO.
C.T. 08-03
DRAWING NO.
475-2
082113
011413
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. ... :1 ... .... ::::
. . .. ' . "" ._.·.:,·:"::::--,·:·::.:--'"·,:-:t":-:·::::.· ....... ::.-.:·,_.-]· I • : ....... . .. ,.'," ' ... ·.
8 g JO
SEWER LATERAL TABLE
LATERAL DEPTH SEQ. LOT
NO. NO.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO
MAIN ELEV. LATERAL GROUND BELOW PAD UPSTREAM BACKWATER REMARKS \ AT PL SLOPE % ELEV. PL
IE AT PL PL TO IE ELEV. MH RIM VALVE
FT. ELEV. REQ D
36 41 13+93.46 358.97 28.00 1.2 369.70 36.65 375.90 6.20 377.1 374.33 N
37 26 13+11.70 359.13 28.00 1.2 369.54 35.42 375.74 6.20 377.0 374.33 N
38 40 13+33.46 359.57 28.00 1.2 37.04 375.28 6.20 376.6 374.JJ N
39 27 13+17.70 359.73 28.00 1.2 368.91 35.81 375.11 6.20 376.4 374.JJ N
40 39 12+73.43 360.11 28.00 1.2 368.45 32.35 374.65 6.20 375.9 374.33 N
41 28 12+57.80 360.37 28.00 1.2 368.29 29.92 6.20 375.6 371.15 N
42 38 12+12.89 360.82 28.00 1.2 361.82 22.31 374.02 6.20 375.4 371,15 N
43 29 11+98.24 360.97 28.00 1.2 367.67 21.15 373.87 6.20 375.0 371.15 N
44 37 11+52.86 361.42 28.00 1.2 367.20 11.62 373.40 6.20 374.8 371.15 N
45 JO 11+38.24 361.57 28.00 1.2 367.05 16.46 373.25 6.20 374.4 371.15 N
46 36 10+92.84 362.02 28.00 1.2 366.55 /2.81 312.75 6.20 374.5 371.15 N
47 JI 10+11.49 362.18 28.46 1.2 366.28 372.48 6.20 373.5 371.15 N
48 35 10+29.41 362.66 41.33 /.2 365.58 4.37 371.78 6.20 373.6 371.15 N
32 I0+/5.79 362.19 45.38 1.2 365.24 2.88 371.44 6.20 373.0 371.15 N
50 33 /0+07.00 362,88 52.10 1.2 365.18 2.20 371.00 5.82 373.0 371.15 N
51 34 10+04.11 362.91 50.10 1.2 365.15 2.16 371.05 5.90 373.6 371.15 N
WATER SERVICE TABLE
LOT WATER STATION
CAUTION II
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
NOT£!/
ELECTRONIC OA TA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO 8E USEO FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL 271 O Loker Avenue We'1t
Suite 100
Corlabod, Colifornia 92010
760-931-7700
Fox: 760-931-8680
O□ayConsultonts.com
Civil Engineering
Plann)ng
Processing
Surveying
.. '
)
DESIGNED BY: A.M. B.R.
DRAWN BY: J.S. G.M.
"AS BUILT" DATE: JANUARY 2012 /)
SCALE: 1' = 40' 1 _/4.-/ '7 / ~ /) / , ' -. . / r,:.,R'b.a,_,c:_,,
PROJECT MGR.~· _,_T,.,,.C~. _ JOB NO.: 10)290-04 f!(,:f/lliOlt,l>-L.,'i'l.4RTl!v' .
f-------------------1 Rc;h48.,,70 . EXP. &,/3t>//t,,
INSPECTOR
... .
'"''·'·· ...... :::::-.:-:
'
JI 12
PLAN -S/T/0 LIMA
SCALE: I• = 40'
BENCHMARK:
DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215"
LOCATION:
IN CIJRB MST SIDE OF COMMUNITY LOT
COMMUNITY PARK/NC LOT NORTH OF CAMINO DE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CIJRB ON IIEST S/0£ OF PARKING LOT, 104 FT
FROM SOUTHWESTERLY CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11)
ELEVATION: 173.24 DATUM: NGVD 1929
. ......... .. , .. .. .... f .....
......
........ .... . .. .. .... .. .. , ............. '.
13 14
40 41
t
1
o· 10· 40'
5 20 80'
SCALE: 1 " = 40'
SEE OWC. No. 475-28 FOR CRAOINC PLANS
. .. ._., .. _. ..
- -..... . . . ' :··. 1 ·:·:: .. ,_.. ·, :·: ...
. ......
CURB DATA
2
3
4
5
6
7
8
9
10
11
DELTA/BEARING RADIUS LENGTH
LI = 213°09'10'
N 88°29'15' E
N 55°20'05' E
LI = 20°52'01"
LI= 12°17'01'
N 67°37'09' E
N 67°37'09' E
LI = 01°08'05'
LI = 01°08'05'
N 66°29'04' E
N 66°29'04" E
38.00'
100.00'
100.00'
982.00'
1018.00'
141.31'
43.13'
58.40'
36.42'
21.44'
151.43'
160.46'
19.45'
20.16'
133.16'
133.16'
REMARKS
TYPE "r;" CIJRB &-GIJTTER
"
"
"
"
"
R
R "
WATER DATA
!NOi DELTA/BEARING RADIUS LENGTH
1
2
3
N 67°37'09' E
LI = 01°08'05'
N 66°29'04' E
1011.00'
273.59'
20.03'
133.16'
REMARKS
8" PVC ~ Cl 150
"
SEWER DATA
f::@: DELTA/BEARING RADIUS LENGTH
1
2
3
4
5
N 71°51 '40" E
LI = 04°17'31"
N 67°37'09' E
LI; 01°01'13"
N 66°29'04" E
200.00'
1000,00'
54.50'
14.98'
180.56'
17.31'
130.66'
REMARKS
8" PVC 5EWER ~ 50R 35
. '
• ff
• •
STORM DRAIN DA TA
...tfil DELTA/BEARING RADIUS LENGTH REMARKS
1 N 71°25'15' E 36.61' 24" RCP ~ 1350-0'
2 LI; 45°05'31' 22.50' 11.11'
3 N 26°19'39' E 6.32' "
'AOOIT/ONAl 1 1/2" or COVER OVER REINFORCING STEEL
1---+---t-----------,--i-----;---,----, I SH6EET I CITY OF CARLSBAD ~6
~:=='...:::=:::=EN::::G::::IN::::E::E::R::::IN:::::G::::::::D:::EP::::A:::R:::::T:::M::E:::N::::T==::::'...'.:~==~
IMPROVEMENT PLAN FOR:
5-J-JJ. RL..M la.I A$-1Z.11/I 7
IO-.&,.,,\ t<.Y"J....' 1.7. AS-BU /L,T OM'.\';\
17-• .'.l<:!c/· 4:M 11 ;t!/.S};t.l,l!Jf!Ti.P--tu DF-. .£ ,U<";cu c
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I. \001017\_Rulderit!ol\Jmpruvemfflis\1090Fl06 Uma.d'llg No~ 07, 2012 -4. 3Jpm
Xrefs: 1090f1; 109orMAP; t0177UT1.: 1090FPRO: 1090FS1R: 1090F1Jll: 1090NUT1.
LA COSTA TOWN SQUARE
R£S/D£NTIAL
SJT/0 LIMA
APP~'' D: ~\£~ )( VJ:,}"). -~SKI ..
&_~~c-==,,,...,,-.,,,,...,= _ 1,jZB}IL_
I, z.1, I'\ ~ ENGi EERING MANAGER PE 41204 EXPIRES 3/31/13 DATE
--t-873)-;::'{!,~/i-:3-t-G-:cV-:.fc-t ::;D~W~N;=;;::BY;:,===::,;::==:=P;,::R~O:;,JE~Cc;T=:,N:;,O~.::::::::=ji~D~R7AW~l7;N~G::;::N~O.
DATE INITIAL CHKD BY: cu/ r T. ()'8 {)'J 47.'5-2 CITY APPROVAL RVWD BY: L,, • -
DATE INITIAL
OTHER APPROVAL
" . .'.''
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.... --: .. ··. 1::.· . .....
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I:. ..
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-
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··:. Li · .. ::··-·.···-:.·~~::.1 .. _._._:··1·.-.·.-·:· ..
--_, :, Iii' ~
•
-· .. r-.. ... . ..
: .. '-t,, ' .... .. . .... ~ . · ... ·.·.::
.. I:··--. I
·I ... ,....... ..... ::::· ' ..
'
·····1 .. : ... :·
... .. .. :::··;t: .. ,::.'.'"' .. .. ..
·.:::·
.·:·:· .. ···:
1:::.: -
•_-·· .. _-· ,., •• L .. :·· _" ' -
..... :·· ' .....
. :: .. · ..... ,.. ... . .
:·. .. .... . .. _.,_.:_-::.. ·-:. ... :····:· .. ··········· ····· _-:::: .... ---
I ..••
-
" ..
. ::., ~ f ·-.;;.· 1-,, .....
:--·::
---·.··. -... ··::,:.:.::
••••• 1 .....
.... ··:.· ...
. . I· ·:· ..:, · .. ,: "" ...... -----. ·····. ·.:: ... ::: ... ::·: ... ·-:_ .. ·. ·-::· :.··:.: .·:.:.: .. :.:· ,:.-. .. .... . . .. :·.
' '" I ....
SEWER LATERAL TABLE 14 15
LATERAL SEQ. LOT
NO. NO.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO ELEV.
MAIN AT PL
IE
.J.J 4.J 15+!.J.46 .J51.77 28.00 1.2 .J70.95
.J4 42 14+5.J.46 .J58 . .J7 28.00 1.2 .J70 . .J.J
.J5 25 14+.Jl.70 .J58.5.J 28.00 1.2 .J70.16
52 44 15+7.J.46 .J58.24 28.00 1.2 .J71.57
53 45 l5+83.46 358.67 28.00 1.2 371.68
54 46 16+50.54 361.52 28.00 1.2 372.38
55 56 16+62.36 362.02 28.00 1.2 372.50
56 47 l7+12.33 364.14 28.00 1.2 37.J.02
57 55 l7+21.38 364.53 28.00 1.2 373.11
58 54 17+78.3/ 366.95 28.00 1.2 37.J.70
59 48 l7+79.13 366.98 28.00 /.2 373.71
60 53 l8+40.97 362.18 28.00 1.2 374.36
6/ 49 l8+42.68 .J62.66 28.00 1.2 374.37
WATER SERVICE TABLE
CAUllON II
CONTRACTOR TO VERIFY lHE EXACT
LOCATION OF EXISTING UTILITIES IN lHE
FIELD PRIOR TO CONSTRUCT/ON!
NOTE/I
ELECTRONIC DA TA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
DEPTH
LATERAL GROUND BELOW PAD
ELEV.
UPSTREAM BACKWATER REMARKS SLOPE % ELEV. PL MH RIM VALVE
46.08
4I . .J8
40.11
46.65
45.42
37.15
35.69
29.54
28.38
21.35
21.27
14.8/
14.73
AT PL PL TO IE FT. ELEV. REQ'D
.J71. 15 6.20 .J78.5 .J74 . .J.J N
.J76.5.J 6.20 .J77.8 .J74 • .J.J N 42 43
.J76 • .J6 6.20 .J77.6 .J74 . .J.J N
.J77.77 6.20 .J79. I .J80. 19 r
377.88 6.20 379.7 380.19 r
378.58 6.20 380.5 380.19 N
378.70 6.20 380.7 380./9 N
379.22 6.20 381.2 380.19 N
379.3I 6.20 381.5 380./9 N
379.90 6.20 382.0 380./9 N
379.91 6.20 382.0 380./9 N
380.56 6.20 363.0 380.66 N
380.57 6.20 382.5 380.66 N
25
---
._
"AS BUILT" 0 /c,..,~ DESIGNED BY: A_M, BR-DATE: JANUARY 2012 ~ u DRAWN BY: J.S. G.M. SCALE: 1"; 40' 7L____#J ./:-_
____ PROJECT MGR.~· __,T_,_,C~·--JOB NO.: 101290 04 R. \1,1 wz, L .-/\1A'.z7"~~ -
C O N S U L T A N T S 1-----------------l E 1-fi,_b70 EXP. &/3o/l!?
2710 Loker Avenue West
Suite 100
Carlsbad, Colifornio 92010
760-931-7700
fax: 760-931-8680
ODoyConsullants.com
Civil Engfneerlng
Planning
Processing
Surveying
--ENGINEER OF WORK: RE\'f.wxfl AY'\ n _ ,
~L/t,<:,:;=-=~C=~+~f_-':D"::'AT-"'-E:t"::lo/2~'2'!Z~/4~2, ,,,___,,__,_,(\"M=-_c!JU'--=-'~~~--
TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR
... i ·. . ....... .
·. .· . ::: .. ···1.:.·: .. · 1::·.--
... . ..
·::·:. : ... :· ···--·1:.:.··.
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; - . .. I : ... ::··:·. ... "
... -:--u.·X· 0: ... .. ·.'.':
'·:.. .., .. .......
L . . ~·:•:··, ... .. ·. _ _. ··:· .... ..:; .. , .. ~ .. ::::· ....
·:,
-I -
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. . ... ... . ··: .. f·:·::. . .
!. ... ••• ' •.•. .' . ""L ....
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.. ... .. ·:·.:· .. :·.:: ...... ... ::: ....
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16 17
56
55
PLAN -SIT/0 LIMA
SCAlC: !" = 40'
BENCHMARK:
DESCRIPTION: 2 !/2" DISC STAMPED "ClSB-011 lS 62/5"
IN CIJRB WCST SIDE OF COMMUNITY LOT
LOCATION: COMMUNITY PARK/NC LOT NORllf OF CAMINO DE
LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN
CIJRB ON WCST SIDC OF PARK/NC LOT, 104 FT
FROM SO/JllfWCSTERL Y CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71}
ELEVATION: /7.J,24 DATUM: NCVD /929
, ..... 1.
18 19
49
I
o' 10· 40'
5 20 80'
SCALE: 1" -40'
54
SEE owe. No. 475-28 FOR GRADING PLANS
2
3
4
5
6
7
. ....... . ···:.:·.:.
.r::
CENTERLINE DATA
DELTA/BEARING RADIUS LENGTH
1
2
3
4
N 66°29'04" E
N 66'29'04" E
LI = 13°07'45"
N 53°21'19" E
CURB DAT.ft
151.40'
162.16'
500.00' 114.57'
71.87'
DELTA/BEARING RADIUS LENGTH ' REMARKS
N 66°29'04" E
N 66°29'04" E
N 66'29'04" E
LI = 13°07'45"
LI = 13°07'45"
N 53°21 '19" E
!'I 53°21 '19" E
313.55' TYPC "C" CIJRB &-CIJTTCR
104.40' •
115.16' n n
482.00' 110.45' n n
518.00' 118.70' n
71.87' ' n •
71.87' • •
WATER DAlA
INOI DELTA/BEARING RADIUS LENGTH REMARKS
1
2
3
4
1'166°29'04" E
1'166°29'04" E
LI = 13°07'45"
N 53°21'19" E
162.40'
151.15'
511.00' 111.09'
71.87'
8" PVC ~ Cl /50
10" PVC ~ Cl 150
• •
SEWER DATA
'• DELTA/BEARING RADIUS LENGTH I REMARKS
1'166°29'04" E 148.90' 8" PVC SCWCR ~ SOR 35
2 N66°29V4" E 159.65' •
3 500.00' 112.57' ! "
4 1'153°21'19" E 69.87' • •
l-------+--+-----------+---+--l---l-----11 SH7EET I CITY OF CARLSBAD ~6
::=:==='--===::::E:::N:::Gl:::N:::EE:::R::IN::::G:::::::::D::EP::::A:::R'::jl;:::ME::N::::T==:::::'...:Ll.LJ::::::::::::::::
IMPROVEMENT PLAN FOR:
LA COSTA TOWN SQUARE
RESIDENTIAL
S/T/0 LIMA;
AP~: ~J,Ervh v~-~)13KI c;_;;_ /la RLJY1 l,!B Ati-P,lj// T £,_,_ ~ -_JJµJt/!k_
/0~-l,J-R~ ;,._\ AS-&.//LT OMWI) l,z_,.tS" ':,:'c__ ENGINEERING MANAGER PE 41204 EXPIR~S 3/31/13 DAfr
-'· ;~ ,-,, J1\.A~S/,/},/!rl_rib2Q c~ -~£sJ!,''••,.,,:'),:-~~·._i·-~~'=~"fl'IM~-'--------t--'---l-~@7i~~~•/it13¾__<iG~IIP1!:_____j ;:D=w=N=B=Y=·. ===~=============:::::: u PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C:W
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. '(. 08-0J 475-2
I: \001017Veald«illcl\lmprovements\1090fl07-Umo.dwg Nov 07, 2012 4:30pm
Xrefa: 1090fl; 10llOfMAP: 10177Vlt; 1090FPRO; IOOOFSTR; 109Cf1Jlt
)
I
'
082113
0//413
c,
...... ~
0 Ci) .,, .,:..
...........
0\ u,
I
N
SEQ.
NO.
62
63
64
STREET LOT STATION OF INVERT
NO. LATERAL AT MAIN
AT MAIN IE
50 l9+03.23 310.54
51 !9+63.83 311.16
52 20+23.83 317.96
LENGTH
OF
LATERAL
28.00
28.00
28.00
.... ,.. ..... . .•..
SEWER
LATERAL DROP TO ELEV. MAIN AT Pl
IE
/.2 315.02
1.2 315.61
1.2 314.78
WATER SERVICE TABLE
LOT WATER STATION
50 19+53.83
51 20+/J.83
52 20+63.83
LATERAL
LATERAL GROUND
SLOPE % ELEV.
AT Pl
12.62 381.22
14.04 381.8!
2.38 380.98
TABLE
DEPTH
BELOW PAD UPSTREAM BACKWATER REMARKS
Pl ELEV. MH RIM VALVE PL TO IE FT. ELEV. REQ D
6.20 383.0 380.66 N
6.20 383.0 380.66 N
6.20 383.2 380.66 N
19
50
--2
53
20
51
-;., cl
21
2!+04.41 25.00' LT
T'fPE A CURB OUTLET L=/25'
S££ GRADING PLAN
OWG. 475-2
52
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21+04.41 PCC
3 0 25.00 LT
I 21 2
~-1--
SCALE: I" = 40'
4
22
S££ SECTION 'G-G'
ON SH££T J
\ \\~\\ \ \'
NOTE/I QfESS/o, 0 /c,...~ DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 "AS BUILT" BENCHMARK:
ELECTRONIC OATA ALES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
,.;; ~
V) --c.,,, -_._ :;;Qz
(!) • "' ~ NO. 55381 f;}
* * J'q/; C/VI\. (<.*'>;-< OF' CA\.l~O
u DRAWN BY: J.S. G.M. SCALE: 1" = 40' 1 y tf]/1.~
. PROJECT MGR.· T.C. JOB NO.: 101290-04 /?. v ON/;, {-.~~00
C O N S U L T A N T~S~-t-----------------; RC </-8&>70 EXP.t./3<>)!,;, .
2710 Loker Avenue West
Suite 100
Carlsbod, Colifornto 92010
760-931-7700
Fox: 760-931-8680
OOoyConsultcnts,com
Clv11 Englneertn9
Plcmnlng
Processing
Surveying
ENGINEER OF WORK:
-~(
TIMOTHY 0. CARROLL, JR.
DESCRIPTION: 2 1/2" 0/SC STAMPEO "CLSB-011 LS 6215"
IN CURB WEST SIOE OF COMMUNITY LOT
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCHES ANO £AST OF CALL£ TIM/TEO. SET IN
CURB ON WEST SIOE OF PARKING LOT, 104 FT
FROM SOUTHWESTERLY CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 11211 (PT. NO. 11)
ELEVATION: 113.24 DATUM: NGVO 1929
23 24 CENTERLINE DATA
NO DELTA BEARING RADIUS LENGTH
1 N 53'21'19' I: 226.98'
2 LI = 31'32'52" 48.00' 26.43'
3 LI = 06'17'42" 310.00' 40.65'
CURB DATA
DELTA BEARING RADIUS LENGTH REMARKS
1 N 53'21'19" E 176.29' TYPE 'G' CURB &-GUTTER
2 N 53'21 '19" I: 226.98' • •
3 LI = 21'51'10" 60.00' 29.21' • •
4 LI = 90°53'31" 60.00' 95.18' • •
5 LI = 24'06'31" 60.00' 25.25' n "
6 LI = 31 °32'52" 30.00' 16.52' • "
o· 10· ----5
40'
20 80'
7 LI = 10°04'25" 388.00' 68.22' • "
8 LI = 12°18'42" 352.00' 15.64' • "
9 N 11'44'32" W 4.30' n "
SCALE: 1" = 40' 10 N 82'41'01" W 11.49' " n
WATER DATA
lliQ] DELTA BEARING RADIUS LENGTH REMARKS
1 N 53'21'19° I: 231.12' 10" PVC ~ CL 150
2 LI = 16°08'55' 359.00' 101.18' • ,,
SEWER DATA
DELTA BEARING RADIUS LENGTH REMARKS
N 53°21'19" I: 124.32' 8" PVC SEWER~ SOR 35
( SEE OWC. No. 475-28 FOR GRADING PLANS )
~ CITY OF CARLSBAD t----t-----+-------------,c------,t-----t---t---+-------1 l_LJ ENGINEERING DEPARTMENT
1------l-------+---------------~----,1------t---t---+------1
~ ~
ENGINEER OF WORK
/; \001017\_..Ruidential\Jmpr9Ycm«1ts\1090fl08--Lima.d11g No~ 07, 2012 4: 29pm
Jllefll: 1090fl; I090fMAP; t0177Ull: 1090FPRO: 1090FS1R: 109Cf1Jll; 1017lPOl
IMPROVEMENT PLAN FOR:
LA COSTA TOWN SOUAR£
R£S/0£NT/AL
SIT/0 LIMA
• ' !
082113
011/r 13
C
00 :e
0 G') .,, ~
"""""' Cl\ u,
I
N
'
'
I .. :.:::: ·: ..
. :· .....
. .... ,: ._ . _·_ ..
. .... _ · ... :.
: .... ·:: ,._ .... .
• -...... 1---••• 1.: ,"
-.,! .... .. · .. -·.--· ..... :. ·.l·--;,-_:·;f· ....
. - -. ... .. · ,_,_ ......
.. ···: :
.... ··1: ....... -... ·
.::: ...
. ··::;.:
.... ··:: ··.:·:.: ......
·····.:::1·, __ ,_, __ ... _ .. . . '"'.
········t·"··· .. '....... .... . . . . ,. ········I·" . . .... , .. , .. , ... .. ··.·, 1:, ·:.: .. :· ... :. . .. "'.' .. , .. .:::. '' ....... -
. .. -.-.... ,. , ... :::. :::.:, ..... . . . .. .. , ......
.. ...... ,. _ ....
.. ····I···., ·, ··· .
..... ,.;.
·.:·:--·1·.: ..... -
. ........ ,., .... , .. ··:::,··, .. , ' :.·.:, ; ,·/· . ........ , ..
' '. :· .. "' /::···. : .
I::.:. ....... t·--: .,.,.,. .. . ·: .. ·:·. ·:: .. :· .. . .... ··:.·· :··· • •• •• 1 .... .-··. ··.:::··. ::::··:.·, __ :. . ·.· .. : .:· . . ... , .. ··. ,-. ::·1 ·:·., ... ·-.. I , • •• •• : ... :•:
., ,.". ';
... ::f.· .. ·::: ··.::·:: I ........ , .:,: .. ':11 .· .
I.· .. , .... . . ',·· ... ":.-,:, .· ... :::-:·· 1· ... . . .. . ·.-.·_"" ..,.,.1 . . .................. . -.. ,., .. , .. ... . . ' , ....... :--·:·.··.-~ .···_
.. _. .... t:: ......... . .::.: 1······-
'. "." ,:-: :.:. .. _. .... , ··:·· .. .:.·
..
. ·.:.:::. ,, .. 1········· ..................... _..,.,
... I., . ' . ·"·:::," ··::·
• •.•:•."," ....... _.1.'.'."." • I ... , -.......... , .. .... ·.:····
...... .. T'· ::-.-····:·:·. ·.:::.~ ::.:ic •~ ~::.: ~ ·.-._.:_. . ·••t .... l ............. ···::::.·:i.-:;:._::i: .:~·~· : ... : : ·.:·:: ·: ... · ........ :::-:t:·:·· :--.-.-:· . .-·.-. · .. --: ····· ··········.--·.·: ... ::·:::: ........ i.: ... · .·:.c"[r.: :·.· .· i:: .. : .. _....... . ... .
~.·.:, ~ '~. :/.:::-:-·.-'·~· :,_..:... ·.}1f/ --.:.:.: ."' ............... .-. .-_., .... ~:::. -·-····· . . ... f·.·::.... : .. ::::. . ·.-~:: .. :: --~~'., {-~ '.":"" t·::. :
...... '" · ..
:· .-. -.. . ...... ..... .. •••.•• 1, .. . '
. -! .. .-
SEWER LATERAL TABLE
SEQ. LOT
NO. NO.
I 9
2 10
J 11
4 12
5 8
6 /J
7 7
8 14
9 6
/0 15
II 5
STREET
STATION OF
LATERAL
AT MAIN
9+57.01
9+71.78
/0+06.15
10+57. 14
10+62.17
11+16.68
l/+36.79
f/+80.68
12+02.78
l2+44.68
12+7l.78
INVERT
AT MAIN
IE
287.62
292.88
300.44
JOJ.90
304.25
307.97
309.34
J/2.34
JIJ.85
J/6.71
J/8.56
LENGTH DROP TO
OF MAIN
LATERAL
24.94 12.0
42.29 1.2
48.34 1.2
Jl.16 1.2
36.86 1.2
28.00 1.2
28.00 1.2
28.00 1.2
28.00 1.2
28.00 1.2
28.00 1.2
SEWER CONNECTION NOTE
LATERAL . DEPTH
ELEV. LATERAL GROUND BELOW
AT PL SLOPE % ELEV. PL
IE AT PL PL TO IE
PAD UPSTREAM BACKWATER
ELEV. MH RIM VALVE
FT. ELEV. REQ D
REMARKS
JOO.JO 3.63 306.58 6.20 308.5 307.50 N 0££P C/JT P£/I S-18
300.77 16.60 306.97 6,20 309.0 307.50 N
302.57 2.00 JOO. I/ 5,54 J/2.5 JJl.11 y
305.80 2.40 J/2.00 6.20 J/5.9 JJl,I I y
306./5 2.00 JI 1.93 5.78 J/5.0 JJl.11 .Y
J/0.61 5.54 J/6.8/ 6.20 320.5 JJl.11 y
J/2.21 6.42 J/8.41 6.20 321.5 JJI.I I y
J/5.71 8.35 321.91 6.20 324.9 JJ/./1 y
J/7.47 9.31 323.67 6.20 328.2 JJ/,/1 y
320.80 11.12 327.00 6.20 JJO.O JJ/.11 y
322.66 11.15 328.86 6.20 JJ/.4 JJ/.11 N
CONTRACTOR SHALL FIELD S/JRVEY {POTHOLE) EXISTING PIPE INVERT ELEVATION
AND S/JBMIT SURVEY DATA TO LIIV FOR APPROVAL PRIOR TO CONNECTION. .,;.__.....,.~----,,--~ , .. .v-A SSLIMPT/t)rJ OF ilf:eSl'CWS18U c~ '--
WATER SERVICE TABLE AS OF <l--t3-,;J.ot3, t HlVee&y /15S;,1At€ 1f'ESP,:;NS1BLE. 1.,r,
(!_~ Pok 2:>Es,,;;;,t) CJ"b'>NG/l!S ro Tll-1$ l>Rl'1W?NG-.
LOT ~,.., ./ z~~ 7lz~11 r WATER STATION
6 12+55.78
7 11+86.79
8 ll+/6.79
9 10+41.83 0 42.66' RT
10 9+94.46 0 47.93' lT ~-~,~,,----t----:/07+~4"'7."=14~()=-=J2.,c-.6.'::'5"'-':'L7T _____ I
12 /1+02.68 ) ■ HUNSAKER
& ASSOCIATES
SAH DlliCO, INC
D/4 152mm{6"min)
Pl/ · -IG :I/If/ Wapiti Street
o· 10·
5
Pipe O.D.
IJ I /+66.68
14 l2+30.68 ENGINLlKING
SURVEYING
San Diei:o, Ca 92121
Pl-t{llSll)SSB-4500• FX(ll58)5S8•1414 I ,---Invert Elevotion .:.:· v
/5 l2+94.67 () 34.45' LT
CAUTION II
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
.~
__L
. ., . . . D/4 102mm(4"min)
.. . '.' '.'T ic'JI!'c-~JF,:~;,ll~~EITil,._?'f,-f
· il"MIN.-,-··.,-,-5• MIN.
DETAIL·· -CONCRETE CAP
NOT TO SCAlE
' g
40'
20· 80'
SCALE: 1' = 40'
NOTE/I DESIGNED BY: A.M., B.R.
DRAWN BY: J.S. G.M.
DATE: JANUARY 2012 "AS BUILT"
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL 271 0 Loker Aven1,1e West
Suite 100
Carlsbad, California 92010
760-931-7700
fox: 760-931-8680
0DayConsultants.com
Civil Engineering
Planning
Processing
Surveying
SCALE: 1" = 40' 0<~
PROJECT MGR .. -· ~T-.C~·~-JOB NO.: 101290-04 lfi tJNO L.(M.-'\ll'Tl/11 -.
f----------------1R'71-8fD7o EXP. ~/30/;1P;
ENGINEER OF WORK: R''"' IEV r.nroy ------~ , ",i nu_ ,
~/ DATE: to/2<1/2 Aj~ . )(/1 •,•. --.,
-.;T""IMccOccfH""Y-:cOc-. -=cAc:RccRO"'Ll7,"-J~R'-. '----":R~C~E,'--c5!.c.5'c:38fc, 1"'"1 INSPECTOR
-*4 DAT'"'E~-
~~ DATE
10 II 12
12 13
(S)
I \ .~ , , • ,....... • .. • ff ... '; I
II II
8
14
(S)
I , . •·. -'. /. ,: .,.-. ·, .i.. I
"
7
/ 4 \ ,'I
\ ,
13 g
15
(S)
I
"
4 >+c::>'-'----'1-.----1+-3--,
5
6
:· ... 1;,.· .. ' .... ·· ...
10 II
CENTERLINE DATA
'NO " DELTA/BEARING RADIUS LENGTH
,J = 25'50'31" 200. 00' 90.21'
2 N 00'07'54' E 22).05'
CURB DATA
DELTA/BEARING RADIUS LENGTH REMARKS
L1 = 208'11'45' )8.00" 1)8.08' TYP£ 'O" C/JRB &-G/JTTER
2 N 28'0J'S1" W 50.00' •
3 L1 = 28'11'45' 100.00' 49.21' • "
4 N 00'07'54" E 267.99' • •
5 N 00'07'S4" E 200.97' •
WATER DATA
lliQj DELTA/BEARING RADIUS LENGTH REMARKS
1 LI = 28'J5'Sli" 189.00' 94.J4' 8" PVC ~ Cl 150
2 N 70'07'54" E 219.49' n "
STORM DRAIN DATA
,,NO~ DELTA/BEARING RADIUS LENGTH REMARKS
* LLJ....cN~2,?j'8~•2~'4~'21£.0':J' W!'._.L==:..L_.l.l:!,1,~56?.:_' .L_!J.I 8[.".J.Rr£C:t:.P..:~':..J.1 J.~5,~0::::0f!...:'~_J
• WATER TIGHT JOINTS
2
3
4
SEWER DATA
DELTA/BEARING RADIUS LENGTH REMARKS
N 28'24'20" W
N 28'24'20" W
LI = 27'57'51" 200.00'
N 00'07'S4" E
52.40'
96.7)'
97.61'
219.49'
8" PVC SEWER ~ SOR 35
8" PVC SEWER ~ SOR 26
8" PVC SEWER ~ SOR 35
8" PVC S£WER ~ SOR 35
PLAN -S/T/0 SANDIA SEE DWG. No. 475-28 FOR GRADING PLANS
SCALE: I' :: 40'
BENCHMARK:
DESCRIPTION: 2 1/2' DISC STAMPED "CLSB-011 LS 6215"
IN CURB M:ST SIDE OF COMMUNITY LOT
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE
LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN
CURB ON M:ST SIDE OF PARKING LOT, 104 FT
FROM SOUTHM:STERL Y CORNER OF RESTROOMS
RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71)
ELEVATION: 17J.24 DATUM: NGI/IJ 1929
t-----+--+-----------t----t----t-------1t------J I SHgEET I CITY OF CARLSBAD ~6 ENGINEERING DEPARTMENT LlQ_J :=='....'.::::=========-====; IMPRO'IEMENT PLAN FOR:
LA COSTA TOWN SQUARE
R£S/D£NTIAL
. S/T/0 SANDIA
Lf-'l-/7 R.Ll'I\ :S, AS -P.u1Lr LWW" Xf_J) <l(ij.lz_., __ __, __ -i APPR~,v.~ Gy''l~K/. v~,9'KI ,
L'o-.}_-//p feLM {<C\ AC, -,8~T .• ·~~---~~ _JJ[Mj,Z
~!0~-]30~-{#lo~ !fu-1~~/~~~\~As~-jp,tu@/ L~T:=::2D~MillWi'~ 1'~;~,;~~~;~~~~~l 1•.,...7..~l,~(5~~,~~~jii~~ct~i~3 ;:::E::N:::::Gl::::NE~R:;:IN=G=M=A=N=AG::;E-;:R =P=E=4=1=20=4=E=XP=IR=ES:::::::3/::::3:::::1 /::;13:;=:=ff=iAT=E~
r7-=...f~ "'' ~ ll~tm,/IT)bN 'or ,$.S/¼,A)S'~' ~ -• e,/b/2 3 GVf' DWN BY: --c-.--PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: c;r,,.J
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 08-03 475-2 ENGINEER OF WORK
1:\001017\_.Rnldenllal\Jmpravernenla\1090F109-Sqndla.dvrg Nev 07, 2012 4:29pm
xrers: 1090fl: 1090fMAP: I0177UTL: l090fS1R: 1090FUTL: 1017tp01: 1090fPRO; 109Cf"GRD: SDS--112b; 1090outl
)
I
I
,082'I 13
0114/3
C '° :E 0 ~ .,, .,::.. ......... °' u, I
N
I
:::· ·: ." ... I," . .".'.
... :· . : .
I• ... .. ·.r·:::·::· ., ' "" 1.: .. --:::·
I · •• t , ., .. ,.' ·: .. , .. : .
··:·1. ··. ·.· .
·:::: ... ·· .. ···
·: .·. · .. ·.:
1 .: ..... : . .-: .. . "" .. :· ... , :. ,.,::
............. , .. , .......... . . . ,.
........ ... . ..
........ ·::··::· ··::·::·
l -:•·:::: ,.·, .. ,::
... ., ' .. ... . . ... . . . .. ' . " ... , .. ~ . . . ·.
. ..... 1 . . .. .
..... .: ., . ... · .. ·,.:, ...... : .. -:_,"··· . -.~: .. , ' " . ,"
:.::.~· ~ ~-~· · 1n. · ..... , I.... . .. ,.,. .. .... .. . ........ , .. .. "". ·::. .. r . ,. ·:.:. · .. :··:
',"
1,.: ... ·:· ..................... :r.· ::·:·. ·· .... ,. v.."" LI. ..
· ... _ .. _ . ........ ''" .. ·;·I ... ,·::::· .. ·:1·::·:.·: ... ···:··. · ..... ··::::. ., ., ·:···· .... ·.:
.. .. . . ... "
. . . ,. ·.::··: ·:····· ··:·::::,:::··.:.· ...• 111. I. :;, fl_
' ., ..
'. "
. ·:·: ·.· .....
. ·.···:. . •.•• ··:,r.· . · .. :.: ..
,,, ""
·,.:,: , ..... ····t, .. ,. ····:·.
. :·.
.. ::· ···: .. · ··:·. . ......... . ·::: .. _ ....
.. ::::.·
SEWER LATERAL TABLE
LATERAL DEPTH SEQ. LOT
NO. NO.
STREET
STATION OF
LATERAL
AT MAIN
INVERT
AT MAIN
IE
LENGTH
OF
LATERAL
DROP TO
MAIN
ELEV. LATERAL GROUND BELOW PAD
ELEV.
UPSTREAM BACKWATER REMARKS AT PL SLOPE % ELEV. PL
IE AT PL PL TO IE
12 16 13+08.66 321.08 40.24 1.2 324,33 5.36 330.53 6.20
13 11 13+35.01 323.01 39.02 1.2 325.01 2.00 331.01 6.06
14 22 15+81.40 315.10 28.00 1.2 318.11 4.65 324.31 6.20
20 21 15+56.19 316.16 28.00 1.2 318.91 3.65 325.11 6.20
21 20 15+04.49 319.01 28.00 1.2 321.45 4.11 321.65 6.20
22 19 14+52.25 321.21 28.00 1.2 324.05 6.08 330.25 6.20
23 18 13+93./0 323.82 31.36 1.2 325.65 2.15 331.85 6.20
WATER S£RVIC£ TABLE
LOT
4
5
15
16
11
18
19
20
21
WATER STATION
15+85.41
14+21.13
12+98.66 fJ 31. 16' LT
13+21.94 fJ 45.46' LT
13+53.81 fJ 44.98' LT
13+60. 18 fJ 43.45' LT
14+03.33 fJ 28.10' LT
. /4+63.99
15+15.51
. NOTE ... , :.. . , . & cr=-.~: ~:.. -= :::.:3
FT. MH RIM VALVE
ELEV. REQ'D
332.3 331. I I N
334.0 331. I I N
335.0 331,61 N
330.0 331.61 y
332.0 331.67 N
334.0 331.61 N
335.0 331.61 N
. .... :·:::· .. :: :·::.:··
. .. ::: .. :::. ' . . ··: ._. ...
.. ::·:::.
. ... , . "'.',".'; ··: :···::·::. ,. .. ,.
... :::~ .. -·
' _.· .-·-:-: :.·
13 14
IS
., .... .. 1--, . ···: . .'.'"
'
f. ::: ,.,.. . .. . ~ ·S:t·: . ,i---~-·I~ '.:::,:--:-.-:-: ....... _ " . . .. :.-:•_::.:, _:._.: ........ -~: ..... _._: ... ·._. ·:·::·:.I....... t.. . · ... 1'-:: ~--,. :-:-.-.-::·.::-. ._... ., .. ·-i ~-:·I.,;.:.:. ;:;:::·. ~ .. ~.:: ..... ·.:: ......... ·1·:.-'
15
4
... : r .. · ·--~V:1.-:i :_J_ · It--·:1 .. ··•:. · · ...•. : .. :.. -:-:_:-:-:-:::-:-:··.· .. ·:._:9 ~-;:; if .. ~ · :·.-gro? .. : ·. · · .-. ::·.·.-._.
. . .. . ... . -..,_ "f-,'--+ .. ""1,--' .. c:: ..... ·-f:•"'·'t"+"-l-"""f--"--t=-... "+".'--+:"cl. c':.c" .. t=+"--h.,=. .. +-' .. 4., .:r,.t.. ,0., •;.l,; ...... c': ....... tc':c't"+,4;-1...1--.. ii,n.,,cJ. ,...,;;;rAc, • ...-... ct •. -' ...• -,-... 1'-. .f~l .~IE-,~."•£~', .. ,-_ .... FIL'-••···h.4-4--'c':~E+-±-+-.-,-cf-+c-+-+-c'-l-""E+-+-+-""f-+'-'1. 1fc.c-.... E+--+c'-I .·:.·:: · ...... . ' . . . L.. .
21
16
. .. .··., .. ·: .. ..111nr ... 1Ju111
17
J
.
'
I
22
o· 10· 40'
5 20 80'
SCALE: 1" = 40'
. .......... , ... k, .. · .. : .
. . ' .....
1..... • .. .... ,. ·::.•· ..
. . .. "' . '
... ·: .....
CENTERLINE DA TA
2
3
4
DELTA/BEARING RADIUS LENGTH
,l = 10'00'00'
N 70'01'54' E
,l = 25'31'45'
N 84'14'22" W
48.00'
200.00'
58.64'
92.25'
89.46'
91.61'
CURB DATA
DELTA/BEARING RADIUS LENGTH
• I .• " .. ..
. . ......... ~·--
:.:,: ...
REMARKS
ll = 21'51'10' 60.00' 29.21' TYPE "G" CURB ct GUTTER
2 ll = 125'54'21' 60.00' 131.85'
3 ,l = 21'51'10' 60.00' 29.21'
4 ll = 10'00'00' 30.00' 36.65'
5 N 10'01'54" E 50.01'
6 N 10'01'54' E 92.25'
7 ll = 25'31'45" 218.00' 91.51'
8 ll = 25'31'45' 182.00' 81.41'
9 N 84'14'22" W 53.58'
10 N 84'14'22' W 39.93'
11 ,l = 75°40'58" 30.00' 39.63'
12 ,l = 91°51'50" 10.00' 48.10'
WATER DATA
lliQj DELTA/BEARING RADIUS LENGTH
1
2
3
4
5
6
7
N 00'07'54" E
N 15'07'54" E
N 70°07'54' E
,l = 25°37'45"
N 84°14'22" W
,l = 06°39'54'
N 11'14'28" W
189.00'
200.00'
11.61'
23.33'
101.92'
84.54'
32.56'
21.27'
44.83'
"
" ,,
,, "
•
" •
• •
" • ,, " • ,,
REMARKS
8" PVC ~ Cl 150
• ,,
• " ,, •
• •
p "
(fil A) 12" l'tHITE LIMIT LINE J, STOP LEGEND PER
CAL TRANS STANDARDS A240 J, A24E
; B) STOP SIGl'(flfl,1), , , , , ,
PLAN -SIT/0 SANDIA SEWER DATA
<@: DELTA/BEARING RADIUS LENGTH
' '
NOTE/I
£L£CTRON/C OA TA ALES AR£ FOR REFERENCE
ONLY ANO ARE NOT TO BE US£0 FOR
HORIZONTAL OR '1£RTJCAL SUR'l£Y CONTROL
SCALE: I"= 40'
0 /~~-DESIGNED BY: A.M. B.R, DATE: JANUARY 2012 2 "AS BUILT"
DRAWN BY: J,S. G,M, SCALE: 1 • = 40' f (.,, /7 . /_
____ PROJECT MGR.-· __,_T,,,.C~, _ JOB NO.: 101290-04 frPiffi;;;.D-l,;i;,rtv~
C O N S U L T A N T S 1-----------------1 RCEf8/o70 EXP. i,,/3b/llo
271 O Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
F"cx: 760-931-8680
OOayCansultants,com
Clvil Engineering
Planning
Processfng
Surveying
ENGINEER OF WORK: R!~l ~W -f BD
. / ( : 1,/l , ~C7.dA DATE: 10/z1h -2~6.C-~_[LIJ__~•v~ v~~'I
c;T01M'~oT"'H:':'Y =:co=, ':c'CA?c:R"'Ro~Lc-L,-"J'c-R,"--------"'RC'-CE::::--'-'c5C.:5~38'-'1 "'-INSPECTOR
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
2 1/2" DISC STAMPED "CLSB-011 LS 6215"
IN CURB 1/f'ST S/0£ OF COMMUNITY LOT
. COMMUNITY PARKING LOT NORTH OF CAMINO 0£
LOS COCHES ANO £AST OF CALLE TIM/TEO. SET IN
CURB ON 1/f'ST SIDE OF PARKING LOT, 104 FT
FROM SOUTH/lf'STERLY CORNER OF RESTROOMS
R.O.S. NO. 11211 (PT. NO. 11)
113.24 DATUM: NGWJ 1929
S££ OWC. No. 475-28 FOR GRADING PLANS 1
2
3
4
5
N 00'01'54' E
N 70'07'54" E
ll = 25'37'45"
N 84'14'22" W
ll = 09'58'22"
200.00'
125.00'
41.11'
12.00'
89.46'
32.56'
56.57'
REMARKS
8" PVC SEWER ~ SOR 35
~ CITY OF CARLSBAD ~
l---t--+----------------t---1---1----+-----I ::::LHLJ:::::::O==-'===E=N=Gl=N=EE=R=IN=G=DE=P=A=R=TM=E=N::::T===-':LLLJ==6=!
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DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
l:\001017\..Resl<lenliol\lmpro"ll!l1ent~\1090f"l10-$Qnd!a.d'llg Nov 07, 2012 ~;25pm
Xrof,: 1090FI: 1090fMAP; 101nUTl: \OSOFSTR: l090f1Hl: I09QfPRO
CITY APPROVAL
IMPROVEMENT PLAN FOR:
DWN BY:
CHKO BY:
RVWD BY:
LA COSTA TOWN SO(JARE
R£S/D£NTIAL
SIT/0 SANDIA
PROJECT NO. DRAWING NO.
C. T. 08-03 475-2
082113
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CAUllON II
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN THE
RELO PRIOR TO CONSTRUCT/ON!
NOT£//
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
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271 O Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
ODayConsultonts.cam
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PLAN CALL£ PERA
SCALE: t" = 40'
ENGINEER OF WORK:
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TIMOTHY 0. CARROLL, JR,
DATE: 10/2.1 jg
RCE: 55381 dATE
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BENCHMARK:
DESCRIPTION: 2 1/2' DISC STAMPED 'CLSB-011 LS 6215"
IN CURB I/EST SID£ OF COMMUNITY LOT
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE
LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN
CURB ON I/EST SIDE OF PARKING LOT, 104 FT
FROM SOUTHIIESTERL Y CORNER OF RESTROOMS
RECORD FROM: R. O.S. NO. 17271 (PT. NO. 11)
ELEVATION: 173.24 DATUM: NCWJ 1929
. ...
15
CENTERLINE DATA
{NO DELTA/BEARING RADIUS LENGTH
N 16°44'38" W 149.41'
2 Ll = 31 '29'58' 400.00' 219.91'
3 Ll = 15'25'41' 400.00' 107.11'
80' STORM DRAIN DATA {PUBLIC)
'NO DELTA/BEARING RADIUS LENGTH REMARKS
SEE SHT. No. 4
FOR SURFACE IMPROVEMENTS
SEE OWC. No. 475-28 FOR GRADING PLANS
6
7
8
9
10
N 40°51 '20" E
Ll = 12'05'38' 410.00'
N 12'21'41' W
N 73'15'22" I:
N 63'43'20' E
42.99'
86.S4'
54.96'
3.39'
52.53'
18" RCP N 1350-0
/8" RCP N 1350-0
18" RCP N 1350-0
18" RCP N 1350-0
/8" RCP N /350-0
~ CITY OF CARLSBAD ~
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DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
J:\001017\..Ro~ld11ntlul\Jrppro~ema11le\\090Fl11-SOR.dwg No~ 07, 2012 4:24pm
Xrefa: 1090Fl; 1090FMAP; 101null; 1090fPRO; l090FS1R; 1090FIJTl; 1017tp01; 1090AN; 1090FCRO
IMPROVEMENT PLAN FOR:
LA COSTA TOWN SOUAR£
R£S/D£NTIAL
CALL£ PERA
APP1£' ~o, ~GJtE~ l· Y.M .~SKI . _
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ENGi EERING MANAGER PE 41204 EXPIRES 3/31/13 -DATE--
DWN BY:
CHKD BY: a,,,.J
RVWD BY:
PROJECT NO.
C.T. 08-03
DRAWING NO.
475-2
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CAUTION!!
CONTRACTOR TO '.ER/FY THE EXACT
LOCA l!ON OF EX/Sl!NC Ul!L/l!ES IN THE
AELD PRIOR TO CONSTRUCllON!
NOTE/I
-
ELECTRONIC DA TA ALES ARE FOR REFERENCE
ONLY AND ARE NOT TO 8E USED FOR
HORIZONTAL OR '.ERllCAL SUR'.EY CONTROL
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HUNSAKER
& ASSOCIATES ··•PLAN
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"AS BUILT" ~~ DESIGNED BY: AM B.R. DATE: JANUARY 2012 ~ 0/ (;,Ii DRAWN BY: J.S. G.M. SCALE: 1" = 40' J/,(_ f ,,,Y~
PROJECT MGR.~· ~T=.C~. _ JOB NO.: 101290-04 !f_ry,,:.')Pt/l) J-,. M-',fyN ..
C O N S U L T A N acT-;Sc:--1---------------i R<.,Yre!-So,7O EXP. b/3o/;t,,
2710 Loker Avenue West
Suite 100
Carlsbad, California 9201 0
760-931-7700
Fox: 760-931-8680
ODoyConsultonts.c;om
CMI Engineering
Planning
Processing
Surveying
ENGINEER OF WORK: RE' ~"Wf I Y: l .
~ <"2 / I DATE: / 0/2.9/a.. / { 'tJ,JJ I ~ W'fi'
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PUBLIC STORM DRAIN DA TA
NO' DELTA/BEARING RADIUS LENGTH REMARKS
1
2
N 7J•JJ 'J6' E
N 7J•JJ 'J6' E
J0J.99'
1.50'
36" RCP ~ 1350-0
n n
SEE SHT. No. 14
FOR SURFACE /MPRO'.EMENTS
SEE DWC. No. 475-28 FOR CRADINC PLANS
L
STORM DRAIN LINE
,. = 40'
BENCHMARK:
DESCRIPTION:
LOCATION:
2 1/2" 0/SC STAMPED "CLSB-011 LS 6215"
IN CURB WEST SIOE OF COMMUNITY LOT
COMMUNITY PARK/NC LOT NORTH OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON WESTS/OE OF PARK/NC LOT, 104 FT
FROM SOUTHWESTERLY CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: 17J.24 DATUM: NCVO 1929
l---1---l----------t--t---t----i-i~2 CITY OF CARLSBAD ~6 L1£_J ENGINEERING DEPARTMENT ~ ~====--============-==========i PUBLIC STORM DRAIN PLAN FOR:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
l:\001017\.R1111ldenU!ll\lmpravoment~\1090fJ12 SOR,dwg NDV 07, 2012 4:22pm
Xrofs: 1090FI; · 1osOfMAP; 1090FSlR; l090tlPRO: 10177Ull; 109Cf"GRD; l090FVTL; 1017TPQ1; 1090FPRO: 1090NUll
CITY APPROVAL
LA COSTA TOWN SQUARE
RESIDENTIAL
OWN BY: -:-:--:--PROJECT NO. DRAWING NO. "",,_, ~~~g ~~: ~~ C. T. 08-03 415-2
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CAUllON !!
CONTRACTOR TO VERIFY THE EXACT
lOCA TJON OF EXISTJNC Ulll/TJES IN THE
AElO PRIOR TO CONSTRUCTJON!
NOTE/I
ELECTRONIC OA TA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTJCAL SURVEY CONTROL
. :· ....... .
.. ....... ...... . ·······I ... •.
•"."'.'." • .".' I•• ••• : :···_-:···· •••••••• ··;;::··.:;·::··:··
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······ ... .. ' . -·f····.
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-· . .-·:·:" . :···.: .. ·::.:1:·.:.:: .
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"AS BUILT"
DRAWN BY: J.S. G.M. SCALE: 1" = 40' 2 LI y p7 ~ ~ 0 I 0 /~~ DESIGNED BY: A.M. B.R. DATE: JANUARY 2012
~~-PROJECT MGR.· T.C. JOB NO.: 101290-04 "if~~~ _J/'~~
C O N S U L T A N T S 1------------------,gc.E.. 4-8b'7OEXP. <,,/;so/1~:
ENGINEER OF WORK: . ,,fif .. 2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
ODayConsultants.ccm
Civtl Engineering
Plonntng
Processing
Surveying ~ C«( DATE: io~/4 R,6a(I\)~
~T~IM~o""TH::.Y-=o=.=c=AR=,R==o==LL=, -=J~R.(.Ll..----_::Rc,:Ce=E:..: =,55L:3:C.8-'.1 C'..'f INSPECTOR
.. .. ····1······ . ... ..... .. ...... ...... :: ' ···: _. ·· .. •. _. I.:·.:·.:: f•_-;·. _-· . .
27 28 29 JO
'
5· 20·
SCALE: 1'' = 40'
PLAN -STORM DRAIN LINE 'C'
SCALE: I• = 40'
80'
._. ... _. ·::·· . :·:. ·: .::···· .... _. :._.:
STORM DRAIN DATA
NO DELTA/BEARING RADIUS LENGTH
1 N 73°09'30" E 1.96'
2 N 74'4719" E 169.92'
3 i1 = 19'41'51" 90.00' 30.94'
**8' PIPE SECTIONS BEVELED AT BOTH ENOS
REMARKS
54• RCP N /J50 0
54• RCP N /J50 0
54• RCP N tJ5o-o~~
SEE SHT. No, 9
FOR SURFACE IMPROVEMENTS
SEE owe. No. 475-28 FOR CRAOINC PLANS
~ CITY OF CARLSBAD ~
t-----+--+---------------1~--t----+---t-----1 LlI.J ENGINEERING DEPARTMENT L_l.fj ::===--============--==~
BENCHMARK:
DESCRIPTION: 2 1/2' DISC STAMPED 'CLSB-011 LS 62/5"
IN CIJRB l'tfST SIDE OF COMMUNITY LOT
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CIJRB ON l'tfST SIDE OF PARKING LOT, 104 FT
FROM SOIJTfll'tfSTERL Y CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 17211 {PT. NO. 11)
ELEVATION: /13.24 DATUM: NG'tlJ 1929
7-14---i'> /4'l-JYt II .n~s,,;,.. t' r,;4;;;> o,= ~Sfbl'J.s 1 "'c
DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
I: \001017\_Rasldenlkll\lmprovqrnenb\l0!lllfl1J-SOR,dwg Nov 07, 2012 4: 22pm
Xrufs: \090FI; 1090FMAP; 1090fSTR; 1090npro; l01771JTL; \090fGRD: 1090FPRO; 1017TP01; \090FUTL; l090NUTI.
e,/t,,/1 3 G, r/f'
DATE INITIAL
CITY APPROVAL
PUBLIC STORM ORAIN PLAN FOR:
LA COSTA TOWN SOUAR£
RESIDENTIAL
-~ . ~ . _[/ -zt::,'ll-_ APP~ ~lj,f ~SKI
ENGIN ERING MANAGER PE 412 4 EXPIRES 3/31/13 iw
DWN BY: __ _
CHKD BY: Cw
RVWD BY:
PROJECT NO.
C.T. 08-0J
DRAWING NO.
475-2
\
i
l
' \ '
\
\
. -,---
082113
O 174 73
.,..o w:E
0 G')
'Tl .a:i.,
.... " "' 'fl N
NO DELTA BEARING
EXIST. TRAFFIC
SIGNAL BOX
43
EXIST.
CURB INLET
CURB DATA
RADIUS LENGTH
-----:::::::-
SEE 'DETAIL A '
THIS SHEET
EXIST.
UTILITY BOX
REMARKS
1 4 = 10°41'12" S0.00' 9.33' TYPE •r;• CURO & CUTTtR
2 N 86°37'07' E 40.74'
3 4 = 12°04'40" S0.00' 10.54'
4 4 = 01°23'45" 2463.00' 60.00'
5 4 = 12°04'40" S0.00' 10.54'
6 N 61°04'03" E 40.74'
7 4 = 10°41'12" S0.00' 9.33'
CAUTION II , · •·
CONTRACTOR TO VERIFY THE EXACT
. LOCA TlON OF EXISTlNC UTlL/TlES IN THE
RELD PRIOR TO CONSTRUCTlON!
NOT£//
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONL Y AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTlCAL SURVEY CONTROL
ll ll
•
•
•
46 47
PLAN -RANCHO SANTA FE ROAD
SCALE: I" = 40'
. . ~...;_,;-~-.... ~-~ .......... __... ..... ~ ...... ,,,..-.. ------------------~ . .,.,,,,,..._..,. ~ ' ... ~ ..... ____...........~ .... ~
_,J ASSUMPTION OF l?ESf'oNSIBLE ~RGI; .{
:i'IS oF </-•l"!,-;;J.o/3, ( HbeE&Y :4ssu;,,,.!3.. ~E.SMS18l£ ')
e!..,/41'/ t::o~ De5tG-N ~,;,1:,5 ,:,;:: Th'IS t>J'eA'<JiN/;, !.~
p<' 'A~ /2 u I 3 )
'I'/.~€ "HJ!b'?o cXA b~ 3o-,4-·\
~"
6' ' .
1~ I
~ I ;,,~ 8 I
j~ \5 AOA OOAROINC I
PAO AREA I ~~ I IL I 9:
,/ ON-OEMANO SOLAR POIIEREO
BUS STOP LICHT (NATIONAL
SOLAR TECHNOLOC/ES)
DETAIL A
24'
/8'
-
' WABASH VALLEY 8 METAL BENCH W/
BACK ANO TH/RO CENTER LEG (MOOEL
PP3070 111TH MOUN.TEO LtCS)
TYPICAL SHELTER STOP
NO SCALE
,.,• ,.
f
;
I~ -~ '<)l;j
I 5'l
o' 10' 40'
5 20
SCALE: 1" = 40'
-6" CURB & GUTTE:R
BR
(M,
(M,
/0
OWN WABASH VALLEY TRASH RtCtPTACLE
OOEL /1.RJOO) 111TH A 32 CALLON LINER
OOEL //.R310, A BROWN OOMEO LID (MODEL
T/00) AND A SURFACE MOUNT POST
PACKAGE (MOOEL J/.R/05)
80'
0 . /~~ DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 "AS BUILT" BENCHMARK:
JS GM SCALE·. 1" = 40' DRAWN BY: , . . .
PROJECT MGR.· T.C. JOB NO.: 101290-04 /(
C O N S U LT A N T~S~-t----------------< R 70 EXP. -.c /0.'
2710 Loker Avenue West
Suite 100
Corlsbod, California 92010
760-931-7700
Fo)(: 760-931-8680
OOayConsultonls.cam
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
~~ DATE:io/z9M,
TIMOTHY 0. CARROLL, JR. RCE: 55381
RE\ I' wr.c BY:
INSPECTOR
.2dd/..1,,_
DATt
DESCRIPTION: 2 1/2" DISC STAMPtO "CLSB-011 LS 6215"
IN CURB /IEST S/Ot ,J)F COMMUNITY LOT
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE
LOS COCHES ANO £AST OF CALL£ TIM/TEO. SET IN
CURB ON /IEST SIDE OF PARKING LOT, 104 FT
FROM SOUTH/IESTE'RLY CORN.CR OF RtSTROOMS
RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11)
ELEVATION: 113.24 DATUM: NCVO 1929
\
\
;,...
8/0RETENTION AR&I 5'
WHERE' SHOWN ON PIAN SIDEWALK
-1<;;_C< c> SORSO 0-25 MOD. OUllU
'1'-<> 0,:..WHERE SHOWN ON PLA
½"+ I ..
CONCRUE SHALL BE
560-C-3250 _......-
12' M/N111 •· ,· .
. j11';,, ~ ~ \.
I -_I I' i'
~'CONCRETE
APRON
'
. DETAIL -MODIFIED 0-25
SEE SORSD FOR A00/110NAL SPECIF/CATIONS
NOT TO SCALE
· 12" MIN
.. ..
• • • . . .. 11';,, ~ "') ~
'---coNCRUE SHALL Bt
560-C-3250--/'
/' CONCRETE
APRON
DETAIL -CURB OPENING
I' GR/NO & A. C. OVERLAY-
(1-1/2" MIN.)
tXISTING tOGt
OF PAVEMENT
(SAWCUT UNE)
NOT TO SCALE
20'
10' 5.5'
f--0,5' REMOVE EXIST. CURB---.... .. J ?c fl&, _E.
& CUTTER ___ ~ _ :::::::f-F$:=1:·§,•,7sd,. r['-
-----~~
. .
1---c-1 ,,.
1.0% MIN.
L,_,_::,
II"
1.0% MIN.
PCC (9" MIN.) OVER CLASS II BAS£
(12" MIN.) OR AS RECOMMtNOtO BY
SOILS tMG/MttR.
Stt STRtET NO TE No. I ON SHttT I.
TYPE' "G" CURB
& GUTTE'R
CONTINUOUS S/OEJYAU(
PER OWC. G-7
NEW 6" THICK CONCRETE' SLAB OVER 6" CMB BAS£
{St£ SECTION "c-c" BELOW FOR A00/110NAL
JOINTING INFORMATION)
SECTION 8-B
NOT TO SCALE
001/flEO SLIP JOINT
NtW CONCRtTE S/DtWALK PtR G-1 \ 6" !' ,,...-NEW CONCRETE SLAB 111TH /3 BARS@ /8" O.C.
TO MATCH AOJACE'NT '-/ tACH WAY, M/0-0tPTH
~,._,_ . ;:;'., :.;;,::>:.; .-: .... : .: ~:/<: ;:):·," ]\,,
EXISTlNC RANCHO SANTA FE ROAD
IMPROVEMENTS PER DWC. No . .J68-2
SEE DWC. No. 475-28 FOR CRADINC PLANS
6' CLASS ll OR CM8 BAS£
SECTION C-C
JOINTIN(J OtTAIL FOR StCTION '8-8' ABOVE
NOT TO SCALE'
1-----+---+--------------t--+---1-----t---< uLJ CI1X1N£R~G ~E¾A~T~~~AD UL]
3·'1-15 ,<:l.M I.:i\ €:X7"ti."ND SIDEWALi< 3•/'i?,/5 :S.5,tj
to-· ii'.~ 1.:1.\ A5-Billt...T OMW" t-2-1.15' o<-+-
7_:14-,, -"UYt 11' A-,....o,-;,-..-., A~~,i,!l..··sLJ-·'t.:L ~~--!!:· ~~·t..J_ __ _j__'_ ·_µ;::1~,&/3 r-.uf
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION D.ESCRIPTION OTHER APPROVAL CITY APPROVAL
I: \001017~uldtntlol\lmprovwu1n ls \1090Fl1 +-RSf ,dwg lfav 07, 2012 4: 21 pm
Xrof:s: 1090FI; l090FMAP: 1090NUll; l090fSTR; \090fUTL: 101nu11.; 1090NSIB: 1017lp01: l090FGRD; 1090AN
IMPROVEMENT PLAN FOR:
LA COSTA TOWN SOUARE
R£S/O£NT/AL
RANCHO SANTA FE ROAD
APPR1'-": r:N~KJ. VA.fl/f.E;-1<1 · • .
. t:!f!:!1.~=~~~ Jlc.2e/; z ENGi ERING MANAGER PE 41204 EXPIRES 3/31/13 oi\ff
DWN BY:-~-
CHKD BY: Cw
RVWD BY:
PROJECT NO.
C.T. 08-03
DRAWING NO.
475-2
\
\
j
03!91 J
D82113
...,c ~~'
0~ .,, ......
.... u,
0\ I
Ni
TYPICAL LAN£ AND SHOULDER CLOSURE
°1EMPORARY "NO PARKIN" TOW AWAY" ZONF
_____________ . _ R-0-W LINE
.!2J
"iCJO(BIKE) •c2o(BIKE) SIDEWALK CURB
TYPICAL CLOSING OF HALF ROADWAY R-0-W LINE
CIJ OR C/4 SIDEWALK C20A C20A
C24 • ■ C18 OR C23 . . PARKING OR BIKE LANE PARKING OR BIKE LANE • • • "\~JOA
TAPER L (SEE TABLE I) TAPER L (SEE TABLE I) ... STREU NAME ... L L 150' MIN.
BUFFER
L L
... Stkttt NAME
ADVANCE WARNING SIGNS (Sff TABLE J)
L J . L, . L.1 .
GIB OR C23~ C20~ C20~
TAPER L 1
(SE£ TABLE I)
150' MIN.
BUFFER
----. . . . . . . .. . . .
• . t ~ff;Jff,,;,
PARKING OR BIKE LANr+ V / / / / / / //
-----~ .
• • • • • • •
I+-■ ...
1-. ------------ADVANCE WARNING SIGNS (Sff TABLE 3) ... L L 3 L L •
•
~ CIJ OR C14 C21 OR C2
• • •
• • • •
• t
•
.-.-. -. -.-. . . •
SEE TRAFFIC • ... •
• • • • •
PARKING OR BIKE LAN£
Q;)C20(BIKE} I" Q;)CJO BIKE) SIDEWALK CURB R49M (2) C20(BIKE (2) CJO(BIKE} R96 R96 SIDEWALK CIJ OR C/4
NOT TO SCAL£
--------
fJ) i POrt11RY ,vO PARKING/ 1v,r ~,r'Ar Zv,vt
(J)IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4.
(2)1F OUTSIDE LANE IS A BIKE LANE THEN C20(BIKE LANE CLOSED AHEAD) AND CJO(BIKE LANE CLOSED) SIGNS ARE TO BE POSTED AS SHOWN.
----
TYPICAL LAN£ CLOSURE WITH REVERSIBLE CONTROL
I -- I
(J)IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4.
(2)1F OUTSIDE LANE IS A BIKE LANE THEN C20(BIKE LANE CLOSED AHEAD) AND CJO(BIKE LANE CLOSED} SIGNS ARE TO BE POSTED AS SHOWN.
DETOUR c 1 AHEAD
~C9A
END
CONSTRUCTION
SIGNS
C30
C30A
C30(Bike)
LEGEND ... DIRECTION OF TRAVEL
~ PORTABLE SIGN
• CHANNELIZING DRUMS
t TYPE II BARRICADE
~ FLAGGER
FLAG TREE CIJ OR C/4 CJl-~ CHANN£LIZING DRUMS
_____ 2~ __________ __!======::::::==,..«.---'>-..::,i50:::::':::MA==X.~S~PA~C~ING~==:====L---~--l~==--~-__j~~;3~6--~~~C9~A __ j)f~:=.j.~.ct8 OR C2J
1.• • • • ,I, .1, ,I
END
ROAD WORK
C13
C14 y
PREJ;i1E C3 6 ~ FLASHING ARROW SIGN
'L. ~l'-r /1'
GIB OR C2J
STREET NA.II£
...
ADVANCE WARNING SIGNS (SEE TABLE J)
L L L
NOT TO SCALE
• • • •
L VARIABLE SE£ TABLE 2 12' Ml
CLEAR
• • • • • • • • • • • • • • • • • • •
y
CJO
t
t
TEMPORARY
NO PARKING OW AWAY
fTY~f
...
• • • •
L3 L3 L3
ADVANCE WARNING SIGNS (SEE TABLE J)
CIJ OR ct,r
ROAD
CONSTRUCTION
""'"'
RIGHT LANE CLOSED "'"°
LEn LANE
CLOSED
AHEAD
BIKE LANE
CLOSED
"'"°
C18
C20
C20(Lt)
C20(Bike)
STOP
TRAFFIC C 3 7 wCZrHT;~~ .
PILOT CAR
<$> W1 (Lt)
0w1(Rt)
~ W6
ROAD W15 NARROWS
,k-I PORTABLE FLASHING BEACON
K-RAIL (TYPE 50 CONCRETE BARRIER)
DETAIL
"
•
n 2' 3 3" 2" 7"
5"R
SIGNAGE NOTES 10"R
-~-~.,....... ............ ....,.-~ ......... ~...,.....~ ...
. . ~ef ...---.........--............---...,.-
A 5S l/ ""1 I' T t O AJ OF ~ESl'o,vS/l!,L£ C...'NWG9E \
./lS OF 4-13-.;Jo/ ~, I H£1i!E8Y AS9J,M£. ~ES/b4Jsn3l£ ~
(!.;7""~£. Foll:. PG.5/~rJ C7<-1,1911)G£5 oF T#IS .DRll4JtrJG.
7, U/j3 I
.R..CE 4-8670 .Ex/J. &--3a../¢.
NOT£//
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL 2710 Loker Avenue West
Suite 100
Corlsbod, Colifomk1 92010
760-9J1-7700
Foll: 760-931-8680
ODayConsultonts.com
Cl>JIJ Engineering
Ptonn1ng
Processing
Sur1teyln9
I. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED
TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL
D£VIC£5 ON ALL NIGHT LANE CLOSURES.
2. ALL WARNING SIGNS FOR NIGHT LAN£ CLOSURES
SHALL BE ILLUMINATED OR REFLECTOR/ZED AS
SPECIFIED IN THE SPECIF/CATIONS.
J. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL
BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES.
FLASHING BEACONS SHALL BE PLACED AT ALL
LOCATIONS INDICATED DURING NIGHT LANE
CLOSURES.
4. A CIJ "END CONSTRUCT/ON" OR C/4 "END ROAD
WORK" SIGN, AS APPROPRIATE, SHALL BE PLACED
AT THE £ND OF THE LANE CLOSURE UNLESS THE
ENO OF THE WORK AREA IS OBVIOUS, OR ENOS
WITHIN A LARGER PROJECT LIMITS,
5, ALL CONES USED FOR NIGHT LANE CLOSURES SHALL
BE ILLUMINAT£0 TRAFFIC CONES OR FITTED WITH
I J" REFLECTIVE SLEEVES.
6. FLASHING ARROW SIGNS SHALL BE EITHER TYPE I
OR TYPE II. SILENT TYPE IN POPULATED AREAS.
FLASHING ARROW SIGNS SHALL BE USED ON ALL
STREETS THAT HAVE AN ADT OF 5,000 OR MORE
OR AT THE DIRECTION OF THE CITY ENGINEER.
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR. RCE: 55381
7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER
SHALL BE APPROXIMATELY AS SHOWN IN TABLE I
AND 50 FOOT MAXIMUM SPACING ON TANGENT.
RDAD C23 WORK
AHEAD
SIDEWALK
CLOSED
USE
l<>T~ER SID£ R49M 1"R
B. ADDITIONAL ADVANCE FLAGGERS SHALL BE
REQUIRED WHEN TRAFFIC QUEUES DEVELOP.
FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE
ILLUMINATED AS NOTED IN SECTION 5-04.6 OF THE
"MANUAL OF TRAFFIC CONTROLS",
C24 00 R96
K-RAIL
(CONCRETE BARRIER TYPE 50)
9. PLACE CJO "LANE CLOSED" SIGN ON FLAG TREE
AT 500'-1000' INTERVALS THROUGHOUT EXTENDED
WORK AREAS.
10. WHEN A PILOT CAR /5 USED, PLACE CJl
"TRAFFIC CONTROL-WAIT FOR PILOT CAR" SIGN.
11. CONSTRUCT/ON AREA TRAFFIC CONTROL DEVICES SHALL
MEET THE PROVISIONS OF SECTION 12 OF THE MOST
RECENT EDITION OF THE CALTRANS STANDARD
SPECIF/CATIONS.
12. PLACE A FLASHING ARROW SIGN FOR EACH LANE CLOSED,
INSTALLED AT THE BEGINNING OF THE LANE TRANSITION
TAPERS.
I J. A MINIMUM 1,500 FEET OF SIGHT DISTANCE SHALL BE
PROV/OED, WHERE POSSIBLE, FOR VEHICLES APPROACHING
THE FIRST FLASHING ARROW SIGN. LANE CLOSURES SHALL
NOT BEGIN AT TOP OF CREST VERTICAL.
14. ALL DIRT, OUST ANO DEBRIS SHALL BE REMOVED FROM
STREET AT END OF EACH OA Y.
15. ALL BARRICADES SHALL BE EQUIPPED WITH TYPE 'C'
STEADY BURN LIGHTS.
BENCHMARK:
DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215"
IN CIJRB WEST SID£ OF COMMIJNITY LOT
LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE
LOS COCHES ANO £AST OF CALLE 7/MITEO. SET IN
CURB ON WEST SIDE OF PARKING LOT, 104 FT
FROM SOIJTHWESTERL Y CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 11211 (PT. NO. 11)
ELEVATION: 173.24 DATUM: NCVO 1929
TABLE 3
SPEED MINIMUM DISTANCE IN FEIT L3
MILES BETWEEN i FROM LAST i
PER HOUR SIGNS SIGN TO TAPER
0 -20 200 -200 . ·, ..
25 -30 300 250 .
30 -35 300 300 ..
40 -45 500 ! 490 .. .,
50 -60 500 -1600 500 .:_ 1000 , .. :''
. .
i EXACT SPACING MAY VARY DUE TO .PHYSICAL .
. ..
RESTRAINTS
s -;I.·/,. RLJ-1 i AS-51111.,r
7-;;1:<1-d ,e,_ ·A9Sl,l,H~tz~A} a.c A'e~.:e ,,., """'-€=
DATE INITIAl
ENGINEER OF WORK REVISION DESCRIPTION
I: \001017\....Realdootfol\Jmprovemeots\1090flt~ TrQffiC,dwg No~ 07, 2012 -4: 20pm
Xrofs: 1090f1: 1090lln
DATE INITIAL
OTHER APPROVAL
-~R~-~0-'/(_LIN£ __ _
NOT TO SCALE
TRAFFIC CONTROL NOTES
1. WORK HOURS TO BE RESTRICTED TO 8: JO AM TO J: JO PM UNLESS APPROVED
OTHERWISE.
2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN.
J. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY
PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAJNTAINED TO THE
SAf/SFACTION OF THE CITY ENGINEER.
4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF
PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL
CARLSBAD POLICE DISPATCH AT 931-2197 TO VALIDATE POSTING.
5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS
ARE MADE.
6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS
K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN
SPECIFICALLY SHOWN ON THE APPROVED TRAFIC CONTROL PLAN. PLATES SHALL
HAVE CLEATS ANO COLD MIX AT THE EDGES.
7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF
REMOVED OR DAMAGED.
8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE
COORDINATED WITH THE CITY OF CARLSBAD 48 HOURS PRIOR TO COMMENCING
WORK.
9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR
WITHIN 24 HOURS, IF DAMAGED.
10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST,
AND A C28 "STOP /SLOW" PADDLE ON A 5 FOOT STAFF.
11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAJNED 24 HOURS A DAY, 7 DAYS
PER WEEK, BY THE CONTRACTOR .
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALTRANS
MANUAL OF TRAFFIC CONTROL FOR CONSTRUCT/ON AND MAINTENANCE ZONES,
LATEST EDITION.
1 J. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE
WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET.
14. IF TRAFFIC IS TO BE DETOURED OVER THE PAINTED MEDIAN THE MEDIAN MUST
BE PAVED WITH NO LESS THAN J" OF ASPHALT OVER 6" OF CLASS II
AGGREGRATE BASE.
15. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT
IN USE.
16. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO
INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY.
17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL
ON MAJOR AND PRIME ARTERIALS.
TABLE 1
APPROACH TAPER LENGTH NUMBER OF SPACING OF
SPEED CHANNELIZING CHANNELIZING
(M.P.H.) DRUMS FOR DRUMS ALONG
L ( 1) TAPER ( 1) TAPER (FEET) ±
25 125 6 25
30 180 7 30
35 245 8 35
40 320 9 40
45 540 13 45
50 600 13 50
50+ 1000 21 50
( 1) BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE
FOR LANE WIDTHS LESS THAN 12 FEET.
TABLE 2
APPROACH L(2)
SPEED (FEET)± (M.P .H,) ..
.. -·o:Ja , . 200 . • . , .
,, ..
' 30-45 310
. .. OVER 45 500
(2) INCREASE BY 207, ON SUSTAINED DOWNGRADES
STff PER JHAN f 7, AND LONGER THAN 1 MILE .
~ CITY OF CARLSBAD rm 5 ENGINEERING DEPARTMENT 6
TEMPORARY TRAFFIC CONTROL PLAN FOR:
LA COSTA TOWN SQUARE
RESIDENTIAL
LANE A00/1/0N
APPROVED: ~·K.uf~ . , _ilffe#Z
ENGINEERING M'ANAGER PE 41204 EXPIRES 3/31/13 DAE--
S,/b/1 '3, 6lif' OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: ,:;:,IA,)
CITY APPROVAL RVWD BY: C.T. 08-03 475-2
\
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1082113 C.
0'1'1413
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C20 (RT) 'f
C20 (BiK£) 'f
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C20 (RT) ~
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ING 5JGN5
ADVANCE WA~ sH££T 17)
(S££ TABLE •
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
-----
;
' '
2710 Loker Avenue West
.. Suite 100
Carlsbad, Colifornla 92010
760-931-7700
Fox: 760-931-8680
ODoyConsultonts.corn
Clvll Engineering
Planning
Processing
Surveying
-
--..!..!R.ANCHO SANTA FE ROAD --------
SCALE: 1" = 40'
"AS BUILT" DESIGNED BY: A.M. B.R.
DRAWN BY: J.S .. G.M.
PROJECT MGR: T.C.
DATE: JANUARY 2012
SCALE: 1 " = 40'
JOB NO.: 101290-04 ~ :.:)OND-L..~~ .
ENGINEER OF WORK:
R VAE'.'."~R. ~Y; \
-c.~,~-:,,,,d/7--=,,...-~=~----.!'.!:DA~TE::..:::/O':J.:~~'l'l..'.1/i==2--~~-~A&:?
TIMOTHY O~L,JR. RCE: 55381 INSPECTOR
---
BENCHMARK:
DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215"
IN CURB WEST SIDE OF COMMUNITY LOT
\ I
I
LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE
LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN
CURB ON WEST SIDE OF PARKING LOT, 104 FT
FROM SOUllll'IESTERLY CORNER OF RESTROOMS
RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11)
ELEVATION: 113.24 DATUM: NGVD 1929
i\
, ~ CITY OF CARLSBAD ~
1-----+---t------------------+----+---1-----+--1 lli_j ENGINEERING DEPARTMENT Ll£._J ::=='....':::::=::::;=======::::'...'::=~
ENGINEER OF WORK REVISION DESCRIPTION
l:\001017\_R1eld1nUol\lmprovema-1ts\1090Fl16-Trafflc.dw9 N<1v 07, 2012 4:21pm
Xrefs; 1090FI; 1090FMAP; 1090FSTR; 1090NSffl; \0171p01; l090FGRO
TEMPORARY TRAFFIC CONTROL PLAN FOR:
LA COSTA TOWN SOUARE
RESIDENTIAL
LAN£ ADDITION
APPROVED:1/.A,E~l,I:$( W PES~ l ./ , ;.
__ -4"'!@.L.&___ ft,-, -~ ~"'---_1~/2a;}.J, ___
ENGINEERIN'G MANAGER PE 41204 EXPIRES 3/31/13 DATE
DWN BY:
CHKD BY: c>~
RVWD BY:
PROJECT NO.
C.T. 08-0J
DRAWING NO.
475-2
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