HomeMy WebLinkAboutDWG 479-5; SDP 09-04; WESTFIELD CARLSBAD PHASE 1; 01-07..
GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
· PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
·· REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO TH[ CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR1 ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
P£RMITT££'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
TH£ CITY AND OTHER APPROPRIATE AGENCIES.
6. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO 8£ PERFORMED UNTIL TH[ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
7. NO REVISIONS WILL 8[ MAO[ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE _CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO TH£ TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL 8[ REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENG/N[U/-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY,
u. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION.
11. WHE''': TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED or. (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (c) COMPACTION
CURVES, SHALL 8£ SUBMILTO BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS
MECHANICS. TH£ SOILS REPORT WILL BE SUBMITTED TO TH£ CITY £NG/NEERING
INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPLETION OF FIELD TESTS.
12. A SOILS COMPACT"JN REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENOA TIONS OUTLINED IN TH£ SOILS REPORT IS REQUIRED
PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL B[ DON£ UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEER OF TH£
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO TH£
" EARTHWORK SPECIFICAW'NS " A TTACHEO TO TH£ PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH£
PROJECT INSPECTOR.
13. A PRFCONSTRUCTION MEETING SHALL BE HELD AT TH£ SITE PRIOR TO THF
B£Eif'/Nlh'G OF WORK AND SHAii BF ATTFNDFD BY All R[PRF5FNTAVVF5
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPFCTS OF TH£ WORK. TH[ CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIV£(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN 8£
CONTACTED BY TH£ PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR TH£
PR[CONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. TH£ GRADING PERMIT WILL 6£ PROVIDED BY TH£ PROJECT INSPECTOR
AT TH£ MEETING.
14. Al I INSPECTION RFOIIF5T5 OTHER THAN mR PRFCONSTR/ICTION MEETING Wll I BF
MADE RY CAIi ING THE £NG/NEERING 24 HQ/JR IN5PfCVQN RFQlif5T /INF AT
(760) 4J8-3891. INSPECTION REQUEST MUST Bf RECf/VfD PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL 6£ MAO£
TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD£ AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
15. TH£ OWNER /\NO/Oi< APPLICANT THROUGH TN£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CO'STRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS.
16. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAO£
OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION
THEREIN. THIS PLAN MUST 6£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MOR£ IN DEPTH ANO APPROVED BY TH£ CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA AOMINISTRA TIVE COO£ TH£ PLAN SHALL BE PREPARED BY A
REGISTERED FNGINEFR AT THF CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVATION.
17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF TH[ SCHEDULING OF BLASTING OPERATIONS.
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY. AND TH£
P£RMITT£E WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL TH£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
19. ALL OPERATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOL/OA YS ,3 AVAILABLE AT THE £NG/NEERING DEPARTMENT COUNTER.)
20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
21. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY TH£ CITY ENGINEER. T/-1£ CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL
ROUTES '.JR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES AR£
TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
2J. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOP£.
24. THESE PLANS AR£ SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY TH£ PROJEG T INSPECTOR.
25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT ANO
OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
26. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZ£0,,sPLANT£0 ANO/OR HYOROS££0£D
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROU<;HT TO GRAD£
AS SHOWN ON THE APPROVED GRADING PLANS.
27. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR
THIS PROJ£C1; DRAWING NO. 479-5L , ANO/OR AS DIRECTED BY TH£ CITY, -
ENGINEER OR PLANNING DIRECTOR.
29, THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
" -'THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE
ANO /RR/GA TION PLANS ANO TH[ IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHERE All EXISTING PIP£ LIN£ IS TO BE ABANDONED AS A RESULT OF TH£
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS TH£ PIP£ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J1. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LT. COL. DAVID WITWER AT :
(760) 547-52JJ
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON
SIT£ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT 6£ MOVED OR MODIFIED WITHOUT THE APPROVAL
OF TH£ £NG/NEERING INSPECTOR.
4. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TH£ SATISFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
( ABOVE GROUND ANO UNDER GROUND ) WITHIN TH£ PROJECT SIT£ SUFFICIENTLY
AHEAD OF GRAD// 0 TO PERMIT TH£ REVISION OF TH[ GRADING PLANS IF IT IS 5· TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TH£ CITY ENGINEER OU[ TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT 6· TH£ CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAK[ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION. LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE TH£ WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7 J43
AT&T (BOO)XXX-XXXX
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAO(STR££TS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
'SAN 0/EGUITO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
'OLIVEN/-IA/N WATER DISTRICT (760)753-6466
'BUENA SAN/TA TION DISTRICT (760)726-1340
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
7. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
13. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF
SLOPE AT TH£ CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL 8£ Ir, PLACE AT THE £NO OF EACH
WORKING DAY WHEN TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYOROS££0£0 SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PIINCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02J OF TH£
EROSION ANO ::[OIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION,
STA TE OF CALIFO <NIA.
PROJECT
S/TE
DESCRIPTION
CITY OF OCEANSIDE
VICINITY MAP
SYMBOL
NOT TO SCALE
QUANTITY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, [ROS/ON CONTROL FACILITIES, ANO
PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF
PLANS ANO TH£ CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO
ORDINANCES CITED ON THESE PLANS. TH£ GRADING WORK SHALL BE PERFORMED IN
ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRE:NT AT TH£ TIM£ OF CONSTRUCTION,
AS DIRECTED BY TH[ CITY ENGINEER.
1. CARLSBAD MUNICIPAL COO£
2. CITY OF CARLSBAD [NG/NEERING STANDARDS
3. THIS SET OF PLANS
4. RE: RESOLUTION NO. 69133 DATED JUN£ 5, 2013
5. TH[ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONS'TRUCTION (GREEN BOOK)
6. SOILS REPORT ANO RECOMMENDATIONS BY LEIGHTON CONSULTING, INC
DATED FEBRUARY 21, 2013 · _
7. TH£ SAN DIEGO REGIONAL.STANDARD DRAWINGS ANO-AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS ( EIR 09-02) DATED JUNE 5, 2013.
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY HOFMAN PLANNING'&
..
ENGINEERING DATED: SEPTEMBER 16, 20/J WOID NO. 9 37C36794J (SW 13-317)
10. STORM WATER MANAGEMENT PLAN PRfPARED BY HOFMAN PLANNING & ENGINEERING
DATED: FEBRUARY 4, 2014 (SWMP 13-14)
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO
CAL TRANS CONSTRUCTION SIT£ BMP MANUAL.
LEGEND: A. FOR CONTROLLED GRADING -TH[ APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL TH£ WORK IN PROGRESS {15.16.120 A.8}
CARLSBAD MUNICIPAL COO£.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND T£MPORARY,5R051QN CONTROL PLANTING ANO * PROP. 4" AC PAVEMENT OVER 6" AB
(PAVEMENT DESIGN TO BE V[RIF/£0 BY
SOILS ENGINEER AFTER "R" VALUES TEST)
I 7:F;;(,,ci '',,i, '"'..'I
T.I. ; 5
202,751 SF DESCRIPTION DWG.NO. SYMBOL QUANTITY
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TH£ FOLLOWING
REPORTS MUST 8£ SUBMITTED TO TH£ CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP£ PLANTING
ANO /RR/GA TION AR£ INSTALLED IN CONFORMANCE WITH CITY
COO£ ANO TH£ APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES
R£COMM£N0£0 SOIL BEARING CAPACITIES, A STA T£M£NT AS TO
TH£ EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT TH£
GRADING WAS DONE IN ACCORDANCE WITH TH£ REQUIREMENTS ANO
RECOMMENOA TIONS OUTLINED IN TH£ PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£ CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR
ANY SUCH RECHECK.
J5. TH£ SOILS REPORT TITLED GEO TECHNICAL INVEST/GA TION PREPARED BY
LEIGHTON CONSU~ TING, INC., DATED FEBRUARY 21, 201J, ANO BIO-SWALE EVALUATION
LETTER DATED DEC. 17, 2013, WITH PROJECT# 603522-001 SHALL BE CONSIDERED AS
A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH TH£
RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
36. IN ACCORDANCE WITH TH£ CITY SUSMP, ALL STORM INLET SHALL 8£ "STENCILED" TO
ILLICIT DISCHARGES DOWNSTREAM. STENCILS SHALL 6£ PROVIDED TO TH£ SATISFACTION
OF TH£ CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
/RR/GA TION SHALL 8£ INSTALLED . "ANO; _, MAINTAINED AS REQUIRED IN
SECTION 212 OF TH£ STANDARD' SPECIF/CA TIDNS 'ANO TH£ FOLLOWING:
A. H YOROSEEOING SHALL 8£ APPLIED TO:
1. ALL SLOPES THAT ARE GRAD[[' 6: 1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THfY AR£:
2.
a. ~Hit~Ll[E$JLL ii s¥~ffT. IN HEl,Gi!J AND ADJACE:NT TO
b. ALL SLOPES 4 FEET OR MOR£ IN Ht/GHT.
AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING
CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TH£ PARKS ANO R£CR£A TION DIRECTOR AS
HIGHLY VISIBLE TO TH£ PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYOROS££0£0 AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WITH TH£
FOL LOWIN CR/ TERIA:
1. ALL SLOPES THAT AR£ GRADED 6: 1 OR STEEPER ANO THAT AR[:
2.
a. THREE TO E/GHT FEET IN HE/GHT SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL
SYSTEM OF LOW PR[CIPITA TION SPRINKLER HEADS PROVIDING
b.
100% COVERAGE.
GREATER THAN 13 FEET IN HEIGHT SHALL BE WA TEREO BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL 8£ IRRIGATED AS APPROVED
BY TH£ CITY [NG/NEER, PRIOR TO HYOROS££DING. TH£ DEVELOPER
SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE
CITY ENGINEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARDING TH£
NUMBERS, TYPES ANO COSTS OF TH£ ELEMENTS OF TH£ PROPOSED
SYSTEM.
J. /RR/GA T/ON SHALL MAINTAIN TH[ MOISTURE LEVEL OF TH£ SOIL AT
TH£ OPTIMUM LEVEL FOR TH£ GROWTH OF T/-1£ HYOROSE£0£0 GROWTH.
PROP. CONCRETE 4" PCC SIDEWALK (5££
LANDSCAPE PLANS OWG. NO. 479-5L FOR
SCORING PATTERN & DETAILS)
PROP. PAVER$ P[R LANDSCAPE PLAN 479-5L
AC RESURFACING AT ENTRY DRIVEWAY
AC RESURFACING AT PARKING LOT
PROP. V£G£TA TEO B/05WAL£
FLOW THROUGH PLANTER
PROP. TRASH COMPACTER PAO
I I I I
~w;,;1
E,,.. ...-:~ 7"--3
~
PROP. PLANTING AREA PER LANDSCAPE PLAN 479-5L
PROPOSED PEDESTRIAN RAMP /[/\
PROP. RETAINING WALL SEE PERMIT NO. CB 1J-2181
PARKING LOT LIGHT PER LIGHTING PLAN PERMIT NO. CB14-0162
LEGAL DESCRIPTION
19,650 SF
51,500 SF
J6,J51 SF
76,JBO SF
21,065 SF
1,670 SF
1 EACH
SEE LANDSCAPE
25
SEE BLDG. PERMIT
CB 1J2181
S£f UGH nNG PLAN
LOTS 1 TO 27, INCLUSIVE OF CARLSBAD TRACT NO. CT 76-1/J (PLAZA
CAMINO REAL SHOPPING CENTER) IN TH£ CITY OF CARLSBAD, IN TH[
COUNTY OF SAN 0/[GO, STA TE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 8956, FILED IN TH£ OFFICE OF TH[ COUNTY RECORDER OF
SAN DIEGO COUNTY, AUGUST 11, 1978.
BASIS OF BEARINGS
PROP. SOCO TYPE A
PROP. TYPE G CATCH BASIN
PROP. 12" PVC SDR-35 SD
PROP. 13" PVC SDR-J5 SD
PROP. 8" PVC PERFORATED
PROP. 18 '' 1-!JJrE; .$'T<iR,\t\ l)flAtN
24"X24" DRAIN BOX W/ FILTER INSERT
TRENCH DRAIN
12"X12" SO INLET W/ FILTER INSERT
PROP. 8"-12" PVC SDCO/RISER
J" SIOEWAI.K UNOERDRAIN
RECTANGUL~R UNOERWALK DRAIN PIPE
PROP. 8" Pli VAT£ SEWER UN£
PROP. 6" PR/V,' TE SEWER LIN£
PROP. 6" SEWER POC
PROP. 6" SEWER CLrANOUT
PROP. SEWER MH (PR/VA TE)
SORSO 0-9, SE£ PLAN
G-2
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
SORSD 0-27
SE£ PLAN
SOR-35, SEE PLAN
SOR-35, SEE PLAN
, S-7
, S-6
* S-1
PROP. GREASE INTERCEPTOR PER SEPARATE PERMIT
===1§]1=== =~--~e=
====1□1===
===10 -
====1[:l
®f------
-
-----<v>-----
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PROP. 8" PVC OR-35 PVT. WATER FOR FIRE SPRINKLER SE£ PLAN --'vi 'vi
PROP. 6" PVC DR-J5 PVT. WATER LAT. S££ PLAN -'vi 'vi
PROP. 6" WATER POC
PROP. 8" WATER POC
1-4" BACKFLOW PREVENTER (PVT.)
, CMWD W-12 MODIFIED
* CMWO W-12 MODIFIED
PER DWG. 479-5
-
I:@
1 EA
9 EA
JJ7 LF
206 LF
66 LF
]./7 LF
1 EA
66 lF
1 EA
13 EA
36 LF
307 LF
J2 LF
1,J0J LF
11 EA
12 EA
J EA
4 EA
1JO i_F
140 LF
1 EA
1 EA
1 EA
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED C. HYDROS££0/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
TH£ BASIS OF BEARINGS FOR THIS SURVEY IS TH[ CALIFORNIA COORDINA T[
SYSTEM, NAO BJ, ZONE 6, £POCH 1991.35, GRID BEARING BETWEEN CITY OF
CARLSBAD SURVEY CONTROL STATIONS OESIGNA TED 'CLSB-086' ANO
'CLSB-128' PER RECORD OF SURVEY NO. 17271. I.E. N83'17'40"£
' PROP. FOG ANO 8" POST IND/CA TOR VALVE (PVT.} CMWD W-22 [Q]] 1 EA
IN SECTION 6703 OF TH£ BUS/NESS ANO PROFESSIONS COO£, ANO THAT TH£ DESIGN /S
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS BY THE
CITY OF CARLSBAD 00£S NOT R£L/£V£ ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
ADDRESS: 3156 LIONSHEAO AVE, SUITE 1
CITY, STATE: CARLSBAD. CA 92010
TELEPHfME: 760-692-4100
BY, oOti~L;.
HAIXIN LI
C 59064 R.C.£. No.,~~=-~
REGISTRATION EXPIRATION OAT£: 6/30/2015
SOILS ENGINEER'S CERTIFICATE
DATE:
/, \1/i(lio.w\ DAVE OLSON , A REGISTERED (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING
BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY Tl-IA T
A SAMPLING ANO STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS
SIT£ WAS MAO£ BY ME OR UNDER MY DIRECTION BETWEEN Tl-IE DA TES OF
FEBRUARY 21, 2013 AND DECEMBER 17, 2013 TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WIT/-/ MY
RECOMM£NOA TIONS, HAS BEEN SUBMITTED TO TH£~~ ICE OF THE CITY
ENGINEER. 1 J ,I/ [)
•"~0-:•-:••,..•1~0_. SIGNED: -~-~~~--i.---s-~_• ________ _ 1:.,vl'~ o. o(,i,~\ G.E./P.E. -;,NJ:;/,,' 4528J
g ,: No. 4528~ "-i DA TE: _..._,/_lef-L':°1-------------
;!.*f"·-'f~'t •JC LICENSE EXP/RATION DATE: 9/30/14
DEVE~{l~~'J{$,,oliTIFICATE
I ( WE) ~y CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OV[R-ALL
1. 5££0 MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROS£ CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRF OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON
LOCATIONS WHERE TH£ AREA BE/NG HYOROS£E0£0 IS NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST 8£ INOCULA TEO WITH A
NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING
OR BROADCASTING BEFORE /-IYOROS££0/NG.
i. ALL 5££0 MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR
PRINTED ON SAID CONT.4/NERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TH[
HYOR05££0 SLURRY AT THE DISCRETION OF TH£ CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT TH£ RATE OF NO LESS THAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART,
J.
FOR HYORAULICALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT
MUST 8£ ANCHORED TO TH£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% OF TH£ STRAW INTO TH£ SOIL.
FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0,
WITH 15% SULPHUR APPLIED AT TH£ RAT£ OF 500 lbs. PER ACRE.
D. AREAS TO 8£ HYOROSE£0£0 SHALL BE PREPARED PRIOR TO HYOROS££0/NG BY:
1. ROUGHENING TH£ SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
2.
a. TRACK WALKING SLOPES S fEEPER THAN 6: 1
b. HARROWING AR[AS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
CONDITIONING TH[ SOILS 50 THAT IT 15 SUITABLE FOR PLANTING BY:
a. ADJUSTING TH£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TEO SEED 8£0.
b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO ·PROVIDED VIABLE CONDITIONS FOR
GROWTH.
SOURCE OF TOPOGRAPHY
BY AERIAL TOPOGRAPHY PER TERRASCR/8£ INC. DA TEO MAY J1 2013.
ADDITIONAL LANO SURVEY BY GEOCENTRIC LANO SURVEYING DATED JULY 1, 2013.
BENCH MARK
DESCRIPTION: CLSB-086 2.5" BRASS DISK STAMPED 'CLSB-086 LS 6215'
NORTHWEST CORNER OF SOUTH VISTA WAY BRIDGE OVER LOCATION:
ELEVATION:
BUFNA VISTA CREEK
24.186 M.S.L.
PROJECT LOCATION
DATUM: N.G,V.O. 29
' THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER
156-302-24
THIS PROJECT ADDRESS IS
2525 EL CAMINO REAL, CARLSBAD, CALIFORNIA 92008
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS
2008-6228 NAO BJ (366-1665 NAO 27).
REFERENCE DRAWINGS
DRAWING NO. 289-9 SITE LAYOUT, GRADING ANO UTILITY PLAN
DRAWING NO. 805-6 GRADING & DRAINAGE PLAN, UTILITY PLAN
ANO WATER IMPROVEMENT PLAN
DRAWING NO. 805-J SIT£ UTILITY PLAN, GRADING, DRAINAGE
ANO PAVING PLAN
c.,fi ('., ~ 2lJi,g -00 03
8" DETECTOR CHECK ASSY. (PVT.}
PROP. WHEEL STOP AT O" CURB
PROP. 0" CURB OR CONCRETE HEADER
PROP. 6" CURB & GUTTER
PROP. 6" CURB
PER owe 479-5
SEE PLAN
SORSD G-1
SORSD G-2
SORSD G-1
PROP. J' RIBBON GUTTER SE£ PLAN
* · · · · · DENOTES CITY OF CARLSBAD STANDARD DRAWING
SORSO · · · · · · SAN DIEGO REGIONAL STANDARD DRAWINGS
' -DC v "&
~ = = =
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS UNLESS OTHERWISE INDICATED. SEE ADDITIONAL
LEGEND ITEMS ON SHEET 2
1 EA
= 586 EA
J, 110 LF
840 LF
15,395 LF
404 LF
REQUIRED TREATMENT CONTROL BMP TABLE SllMP 13-14
TYPE DESCRIPTION OWNERSHIP M.AINTENANCE
AGREEMENT SHEET NO, MAINTENANCE
FREQUENCY
SEE SHEET 2
SUSMP PROJECT PRIORITY: HIGH
11 AS BUIL T 11
EARTHWORK QUANTITIES vJ ~~)5~ ~ J i 7/t~ I z.ors
EG TO FG (SUBGRAOE) ...... CUT: 8,000 CY FILL: 12,000 CY
IMPORT: 4,000 CY RCES'fo6f EXP 6/Jo/za19 DATE
REMEOIALS (RECOMPACT) ...... 13,000 CY
ifisPECT□R' / DATE
I
GRADING ACT/VI/\ 0ANO ADVISE ON THE COMPACTION AN.D STABILITY OF
THIS SIT':?:±] ,;1,J.-------•~,Jdofl:,01} 'Drt0\ur 3/d1 /,•/
£. HYOROS£ED£0 AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£
TH£ PROJECT IS P£RMAN£NTL Y LANOSC>\P[O 0(?, FOR AREAS WHERE HYOR0S££DING IS TH£
TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
1---1----+-----------+--+----11---t---tl SHlEET I CITY OF CARIBBAD SH~~-"._.~_,'. ENGINEERING DEPARTMENT ~
t---+----,f------------------+---+----,f-----t----1 ~G;R~AD~IN~G~P;;LAN:::;:;;S~FO;R~:=========:::::!./Z_~\i;,;;, .. ,,, ~.ie:./fl"I
NAME -V-f-' \J TITLE DA TE r-~--~--------------------------------~-,,,-"'!-c';c-:';;-:"'-.,,-~----, Hofman {)1_,,"a-:'"'.fE~SS~io114< w!6"/'t, '11'(./2, NOT£:
1. EXACT PLACEMENT OF LIGHT STANDARDS ANO
OTHER SIGN FIXTURES IS SUBJECT TO A
DETAILED LIGHTING PLAN THAT SHALL 8£
APPROVED PRIOR TO ISSUANCE OF A BUILDING
PERMIT OR GRADING PERMIT, WHICHEVER OCCUfiS
FIRST, SEE ELECTRICAL PERMIT CB 14-0162.
2. LANDSCAPE CONSTRUCTION PLANS PER ORA WING
NO. 479-5L SHALL BE APPROVED PRIOR TO
ISSUANCE OF GRADING PERMIT.
Planning & Engineering
3156 Lionshead Avenue, Suite 1
,:,; .,.,,1N ( q_. 1O011-r ·rv bi ~ ,,, S 02 .... ,,,., .. ~-
-z ~ No, C59064 ~ lfJZ/27//:f-
-_ {!. Exp. 6/30/15 l} 1!11is L
t,,9-.fo/v,;c~ 3/z'f-//tJ. ¾;; CiV\'-~'<'. l/~~{:4-,tn;:L Carlsbad, CA 92010
(760) 692-4100 (' OF CAL 1,r:s:-;:. www.hofmanplanning.Cll!Tl HAIXIN LI, PE DATE ENGINEER OF WORK
WESTFIELD CARLSBAD PHASE" 1
,;, ,NO tJlt~T' ,z..,f;' Llllollf) v-, (SP 09-D1, SUP 09-07) .
, • ., , i;;, I Cit.lfi-jJ);., ~F 67F&J'.6 J 10-:,. \'1 J1..R GRADING TITLE SHEET, LEGE'ND, NOTES ..
7,::.~~s~7 :;:· ;J;' ~~e:;":s i;:~; ;;; :==A===P;:===~===o===vE=:k~,rJ 'At ,w ~ . +:,~N K. v~ "&3/J~
'-"..c:Jll)c:Occo::.:r<.:.:1.::v.:.:e.::,;1:c.,;,c.y~,...:J\c...PO=S...:ll=Eli':_,T-"':l."-'o"""''-:~:~;~~====~~====t3!,~3,~J~$~tc<:;~/.;~~ ENGIN£E1ilNG ,MANAGER PE 41204 EXPIRES 3/31/15 DA 'ft//.' ._
l'\ /!.&PLACES >HT.I <t.-2. 2. OR/~tAIAU.1 Sffi.;..,v.:.:,t"f· =-~--+---4L7"-''-"-l'.';_:_l•.c;l'lf'll-:sSC,=~ DWN BY: HU PROJECT NO. DRAWING NO. v-.V-<f);:$114 DATE INITIAL DATI: INITIAL CHK
REVISION DESCRIPTION 1-0-TH-.rn-A~P-PR-ov-AL-+-c-1TY-AP~PR_o_vA-L-1 Rvw8 ~{; J1.R SOP 09-04 479~SA
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LEGEND
DESCRIPTION
EXISTING BOUNDARY
[XISTING £AS£M£NT
[XISTING F[MA FLOOD PLAIN
EXISTING RIGHT OF WAY
EXISTING LOT LIN[
EXISTING BUILDING
EXISTING SIDEWALK RAMP
EXISTING TR£ES AND BRUSH
EXISTING CONTOUR
EXISTING CROSSWALK
EX1STING ROAD STRIPING
EXISTING FIRE HYDRANT ASSY.
EXISTING PUBLIC STREET LIGHT
EXISTING PRIVATE STR[ET LIGHT
EXISTING ELECTRICAL EQUIP.
[XISTING WATER LINE
EXISTING SEWtR LINE
EXISTING STORM DRAIN
EXISTING GAS LINE
EXISTING ELECTRICAL LINE
EXISTING CURB
EXISTING CURB & GUTTER
EXISTING TRAFFIC SIGNAL
£X/STING STREET SIGN
EXISTING RETAINING WALL
LEGEND
DESCRIPTION
PROPOSED EASEMENT
SLOPE
DRAINAGE DIRECTION W/ SLOPE
PROPOSED CONTOUR
SECTION LINE, SEE SHEET 12
TYPE DESCRIPTION
VEG[TATED B/0-R£T£NTION BIO-SWALE
BIO-RETENTION FLOW-THROUGH
PLANTER
SUSMP PROJECT PRIORITY:. HIGH
SYMBOL
--
40----
, 11 'I 11·1 ·1 'I 'I r:rrr , !I ! _ I I ; J :, J~ ;
, 1l1;f /',
~
o..----Jl(
◊
ELEC~
--1,/
--s
-G-
--ELEG~-
V V
SYMBOL
\/2: 1 MAX
2.0% V
V
-----40-----
<-=-,~ SECTION NO.
SHEET NO
REQUIRED TREATMENT CONTROL BMP TABLE
CASQA DES. OlrNERSHIP 14AlNTENANCE
AGREEMENT
'· BMP MAINTENANC[ TC-32 PRIVATE AGREEMENT
TC-32 PRIVATE BMP MAINTENANCE
AGREEMENT
)~~~
[SHEET 4, 12
0
I-
In
0 -_./ '\__/ .6 -..
S1IMP 13-14
SHEET NO. :IIAINTENANCE
FREQUENCY
YEARLY MINIMUM 4 -9 OR AS NEEDED
YEARLY MINIMUM 4 -9 OR AS NEEDED
In
0
INDEX MAP
5CAL£: I" = 100'
I I
I I
I I
\ I I
I I
I I
I I >II
INDEX OF SHEETS
SHEET 1: TITLE SHEET, LEGEND & NOTES
SHEET 2: INDEX MAP, ABBREV/A TIONS & LEGEND
SH£ET 3: DEMOLITION PLAN
SHEET 4-11: SIT£ & HORIZONTAL CONTROL PLAN
SHEET 12-19: PRECISE GRADING PLAN
SHEET 20-21: UTIL/TY;.,iPLAA~NQ[L~v_-.......... ,c__...-v----.,,....::-::-:------:"'~-1-, ..-:-;5,f-/££L2~« EI /LS
--./f ffer''f.?, G,Rfj:C,JN V .,f)fl.Ert:;---:0 Nor PfP.ITTZrfve:D
61Ji:;er Vf ti<\litL--1 rr pGfHJ
6 Heer "2.,G" 6/!l..£f'ttj;;i nzrrP P1...mv
tj 1f:ibf;( 2/47 p(Lt~ t) /Z.(t/ fl.!frb-E; rp L()fl
ABBREVIATIONS
• SPOT ELEV. 37.56 FG
• CMU = CONCRETE MASONRY UNIT
• FS = FINISHED SURFACE ELEVA T/ON (HARDSCAPE)
* FG = FINISH[D GRAD£ ELEVATION (PLANTING OR TURF)
• FL = FLOWLINE ELEVATION (DRAINAGE COURSE)
• RIM = RIM ELEVATION (STORM DRAIN)
• TW = TOP OF WALL EL£VA TION (RETAINING WALL)
* TF = TOP OF FOOTING OF WALL (RETAINING WALL)
• /,[. = INVERT ELEVATION (STORM DRAIN)
* TC = TOP OF CURB ELEVATION
• TB = TOP OF BANK ELEVATION
• CASQA = CALIFORNIA STORMWA TER QUALITY ASSOC/A TION
• CDF = CONTROL DENSITY FILL
• GW = GREASE WATER
' POC = POINT OF CONNECTION
• PVT = PRIVATE
• FOG = FIRE DEPARTMENT CONNECTION
* SDMH = STORM DRAIN MANHOLE
* SDCO = STORM DRAIN CLEANOUT
• SSMH = SANITARY SEWER MANHOLE
' ACP = ASBESTOS CONCRETE PIPE
• VCP = VITRIFl[D CONCR£T£ PIP£
* SSCO = SANITARY SEWER CLEANOUT
• SSPOC = SANITARY SEWER POINT OF CONNECTION
* RCP = REINFORCED CONCRETE PIPE
• SD = STORM DRAIN
• SS = SAN/ TAR Y SEWER
* TP = TOP OF PIPE
• BP = BOTTOM OF PIPE
• EX. = EXISTING
• WTR = WATER
* CF = CURB FACE
• TYP = TYPICAL
11 AS BUILT"
~~"J ,, 7/ts/'IPl.t'
RCESfo64 EXP 6/Jo/)()/? DATE
I SHiET I CITY OF CARLSBAD
1-----11----+-----------------11-----l---l-----1----1 ENGINEERING DEPARTMENT
.._---ll---+-----------------11-----+--l----+---I
~
CD
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1-----11----+------------------,1------+--+----1----1 GRADING PLANS FOR: z:. ~"-11-, ,
.---------------------:;-;,.,.,,-..... -~ WESTFIELD CARLSBAD PHASE; H Ofm an (SP 09-01, SUP 09-07)
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com HAIXIN LI, PE
.,_,/.IN ( "<' ✓
No. C59064
Exp. 6/30/15
3/24// C,V\I..
DATE
INDEX MAP -ABBREVIATION & LEGEND
APPROVED: 1 ~ (JL J-GLEN K. V~~ Ef7iKI : L~ I.,,),_ -6,,e :/, i J.!L
ENG EERING I :i\NAGER PE 41204 EXPIRES 3 31 15 DAT
._""DA""TE:-l""IN"'m""A'""L..µ.~----------------l~-,,--l---l-----t-~--,--I OWN BY: HU PROJECT NO. DRAWING NO.
ENGINEER oF woRK REVISION DESCRIPTION r-0-:-A;c.:.:_A.,_PP--1:0--1:--'~::..+-'~--~:--N'_,_P_l:-~:-~-~-t ~~~g ~{\JLR SDP 09-()4 479-SA
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CONSTRUCTION NOTES:
0_; EXISTING SDG&[ TRANSFORMERS AND VAULTS TO REMAIN, PROTECT
IN PLACE
(i; EXISTING SIGNAGES TO BE REMOVED
(i,, EXISTING WALL TO BE REMOVED
(£, EXISTING AC PAVE'MENT TO BE REMOV[D
(i,, EXISTING smEET LIGHT/BOLLARD TO BE REMOVED (S[E NOTE BELOW)
(0 EXISTING CURB TO BE REMOVED
(:_,, EXISTING FH TO BE REMOVED AND RE'LOCA TEO
ti· EXISTING WA T[R LIN[ TO BE REMOVED AND RELOCA TfD
~ EXISTING SDG&E ffiANSFORMERS AND VAULT TO B[ REMOVED AND
RELOCATED
(ii, EXISTING CONCRET[ SIDEWALK TO BE REMOVED
(i!,, EXISTING STRIPING TO BE R[MOVED
(s.• EXISTING SD INLET TO BE RELOCATED AND /OR MODIFIED
@,, EXISTING GA TE VAL VE TO BE REMOVED ·AND/OR RELOCATED
@EXISTING BUILDING TO BE DEMOLISHED PER SEPARATE PERMIT
@• EXISTING WATER APPURTENANCES TO BE REMOVED AND/OR
RELOCATED
0!!,! EXISTING BUILDING TO REMAIN PROTECT IN PLACE
Ci!,· EXISTING 8" VCP SEWER TO BE ABANDONED IN PLACE
@,, EXISTING SEWER MANHOLE TO BA ABANDONED IN PLACE
NOTE:
EXISTING LIGHTING SHALL NOT BE REMOVED UNTIL NEW PARKING
LOT LIGHTING HAS BEEN INSTALLED PER PERMIT NO. CB 14-0162.
0 GO'
I
12c' 240'
SCALE
-1" = 60'
· LOT----LDT--
DEMOLITION PLAN
Hofman
Planning & Engineering
3156 Uonshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www .hofmanplanning.com
L£) ~~~ . 4
HAIXIN LI, PE
1/z'f-/ 14
DATE
No. C59064
Exp. 6/30/15
C/V\\,.
fSH¥rl CITY OF CARLSBAD 1----1--,---l-----------'-------t-----t---t----J---J ~ ENGINEERING DEPARTMENT 1---t----+----------------------,----r---r---.
----1--+-----------------;---i----i------r-----i GRADING PLANS FOR: . z:
WESTFIELD CARLSBAD PHASE: 1
(SP 09-01, SUP 09-07)
DEMOLITION PLAN
'5
E67::5
DATE INITIAL
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
DWN BY: HLI PROJECT NO. DRAWING NO.
~~~ ~{;JU<. SOP 09-04 479-·SA
0
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-·---S 8/f22'58" E
AC RESURFACING--_
AT ENTRY DRIVEWAY
-.:::/ /--
".i \~/~ /
. ,,<;,\
------------
LJNE TABLE CONT'D
, -146.67'
LJNE LENGTH BEARING CURB TYPE
L45 9.28' 589"23'29"E 6", G-1
L46 0.12' 503"01'J2"W 6", G-1
L47 16.36' N72"J9'51"W 6", G-1
L48 8. 12' soo·2a'o1"E 6", c-1
L49 16.92' N72"02'44"W 6", G-1
L50 21.69' N89"23'29"W 6", G-1
f---'L~5~1-+-~o~.a~5~•----+---"s~oo~·~12~·~11_"~w-+_~6~''.~c~-~1'-~--
L52 22.11' N52"48'54"E 6", G-1
L53 10.77' S00"43'47"W 6", G-1
L54 17.93' N52"48'54"E 6", G-1
L55 10.11' so1·53'51"w 6", c-1
L56 19.37' N89"2J'29"W 6", G-1
L57 3.13' S00'42'59"W 6", G-1
~\
I
I
" R=50.00'
L=16.98
t:.=19"20'53"
CURVE TABLE
CURVE LENGTH RADIUS DEL TA CURB TYPE
' Cl -,y---,v-v ' NOT U3ED ·
C2 NOT USED
CJ NOT USED
C4 NOT USED
C5 NOT USED
C6 NOT USED
Cl NOT USED
C8 NOT USED -
C9 NOT USED ) f---+----+---+-------+-------j/ CIO NOT USED -)
C11 NOT USED -
C/2
C1J
C/4
C15
C16
C17
C18
\_ C19
-CJ9
C21
C22
C23
C24
C25
C26
C27
J.94'
6.53'
14.63'
J.95'
5.85'
2.89'
A A
3.00
3.00'
10.00'
3.00'
3.00'
2.00'
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
N,l)T 1.J..SEQ..
75'19'32"
124"47'36"
83"49'34'"
75·30'41"
111"38'41"
82"49'48"
A
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
C 10.80' 7.00' 6", G-1
C28 13.45' 10.00' 77"05'27" 6", G-1
2.31' 2.00' 66"04'29"
3.00' 113"26'41"
S89"21 '18"E
CURVE TABLE CONT'D
CURVE LENGTH RADIUS DEL TA
CJ/ 17.85' 10.00' 102"16'44"
C32 4.09' 3.00' 78"12'06"
C33 4.21' 2.00' 120·30'39"
C34 4.63' 3.00' 88"30'29"
CJ5 13.64' 10.00' 78'09'34"
CJ6 15.52' 468.00' 1"53'59"
CJ7 12.38' 10.00' 70"55'18"
C38 2.47' 2.00' 70"50'24"
CJ9 3.81' 2.00' 109"09'36"
C40 15.87' 10.00' 90"54'21"
C41 10.31' 468.00' 1·15'45"
C42 10. 73' 7.00' 87"49'54"
C4J 3.64" 2.00' 104"18'37"
C44 2.82' 2.00' 80"38'48"
C45 10.02' 7.00' 82"00'27"
C46 11.29' 7.00' 92'25'01"
C47 1.84' 2.00' 52"36'43"
C48 4.51' 2.00' 129"04'58"
C49 15.48' 10.00' 88"42'40"
C50 9.38' 6.00' 39·35'40"
C51 3.95' 2.00' 113"05'32"
C52 4.11' 1.50' 156"48'00··
C5J 15. 73' 10.00'
C5
C55 NOT USED
C56 NOT USED
C57 NOT USED
C58 NOT USED
-------
CURB TYPE
6", G-1
6", G-1
6", G-1
6"", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
;H
EX. BUILDING
LJNE
S 89"21'18" E
EX. BUILDING
LINE
~
'"-,/----_j
L58 30.73' 566"11'29"E 6", G-1 __ -------............
L2} / -{Z!J.-.4~, ~ 589,":Z.-3"29}h "'6:uG,J-, __
'L60 ' NOT USED ) --NOT USED _)
L61 NOT USED
L62
L6J
L6_4 NOT USED ) fb.
i:>f---':'-L6"'5,--+---+-"N'=o'=T..::u'=sE=:o=--+----.......i)
NOT USED ,)
L66 NOT USED )
CURVE
° C61 '
C62
C6J
C64
. C9-5
L74 NOT USED C66
f---"L 7--'5-+---+---'-N'-'O--'-T--=U..::S::.:ED'--1-------d_ ))
L76 NOT USED
C67
~c5a·
C69
C70
\ I -;.CJ:::-----------------GUTTFR ____ , 0 -------------=--------------------
--------------...__ --------
CURVE TABLE CONT'D -~ .:_ ---::.::_ ___ -___ -~:--------LEN/Jl];:(. _f,IAJ2LU5;.,
V • ' ' '
A A ,\ A
4.17'-• 3.oo··-
l/:,,.9J'., -509,QQ!..,. . .
,,....oJ;U/i--. ~C!)RB .IfPE
NOT USED . y . . )
NOT USED "5 NOT USED
NOT USED :)
• NQT j./Sf:.{J _ -AA~
79·33'12" 6", G-1
-1.'f"JC/i!JfA, .... _o·:,.,,.G~,1,..-... -NOT USED ~ NOT USED
NOT USED . -5 ~_.A/, --.. "
~ ------........_ ___ -----------------CONSTRUCT/ON NOTES:
@ [X/STING INLET BOX TO REMAIN, MODIFY CURB INLET TO A W
GRATE INLET WITH TYP[ G GRATE PER DETAIL SDRSD 0-15, Qv
SEE DETAIL A ON SH[ET 12
½!) EXISTING STREET SIGNAGES TO REMAIN, PROTECT IN PLACE
'v\..AJ\.,."
149.96' N75"53'29"W O", G-1 CONSTRUCT/ON NOTES CON'T:
L81
L82
200.51' N89"23'29"W O", G-l @ PROPOSED PEDESTRIAN RAMP PER DETAIL
NOT USED DRAWING NO. SDRSD G-27 0 10' 2 ()' 40'
SOP 09-04 BOUNDARY
---
Hofman
Planning & Engineering
LBJ NOT USED
L84 NOT USED @ EXISTING ELECTRICAL POST TO REMAIN, 3156 Lionshead Avenue, Suite 1
L85
' ' • I
~I gJ
-1
/
I
/
( ,Lu
I ~ I co
) t'>
V ~
LOT LJNE
•
EXISTING WATER l EASEMENT PER
--.MAP 8956
I
_J ---
---------------~--
-----
N 89'21'18" W
MARRON
EX. BUILDING
LINE
CONSTRUCTION NOTES:
(i) PROPOSED 4" AC PAVEMENT OVER 6" AB
(D NOT USED .~,_,..:
}• PROPOSED 6" CURB PER DETAILED DWG. NO. SDRSD G-1
280.68'
LOT LJNE +I
N 89'22'51" W 577.47'
~---_--_--_--_----_ --_---- ------
EX. CURB
& GUTTER
ROAD
r-
--o
_s) PROPOSED o" CURB OR CONCRETE HEADER
PER DETAILED DWG. NO. SDRSD G-1
9 PROPOSED PLANTING AREA PER LANDSCAPE PLAN
DRAWING NO. 479-5L
o·, PROPOSED STRIPING
i PROPOSED VEGETATED BIO-SWALE PER SWMP SEE DETAIL®
5' PROPOSED SIDEWALK PER LANDSCAPE PLAN DRAWING
NO. 479-5L
6 PROPOSED WHEEL STOP AT O' CURB
::V EXISTING CURB TO REMAIN, PROTECT IN PLACE
-2-GRIND AND/OR OVERLAY EXISTING PAVEMENT®
5-EXISTING FH TO REMAIN, PROTECT IN PLACE
26-EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE'
ADJUST COVER TO FG/FS
7', EXISTING UTILJTY VAULT TO REMAIN, PROTECT IN PLACE, ADJUST
TOP TO FS/FG
.32. EXISTING UTILITY COVER TO REMAIN, PROTECT IN PLACE, ADJUST
COVER TO FS/FG
3, EXISTING GA TE VAL VE TO REMAIN, PROTECT IN PLACE
ADJUST LID TO GRADE
,(
[
~ ;;,-
(y
'
>-
~ \_
,,....., ,........---y-... ' ' ' . ..,_
LJNE TABLE ')
LJNE LENGTH BEARING CURB TYPE '
LI NOT USED .
L2 NOT USED I .
LJ NOT USED )
L4 NOT USED ~ 15 NOT USED
L6 NOT USED ~ L7 NOT USED
LB NOT USED ..
L9 NOT USED
LIO NOT USED ~ Ll1 NOT USED
Ll2 NOT USED I
LIJ NOT USED 1:) L/4 NOT USED
L/5 NOT USED I~ 116 NOT USED
L/7 NOT USED
LIB NOT USED \
L/9 NOT USED
L20 NOT USED
L21 NOT USED
L22 NOT USED ~ L23 NOT USED
L24 , N.OT l)_SED . , A A,'-._ )
--'L'w o.5a'--sol'r'22•43~1c --6", G-1
L26 15.65' s14·55'44"w 6" ' G-1
L27 9.11' N00"39'/9"E 6" , G-1
L28 14.48' 575"29'2/"W 6", G-1
L29 21.37' S75'53'29"E 6" , G-1
LJO 2.05' S01"11'58"W 6", G-1
LJ1 30.01' N67"09'21 "W 6", G-1
L32 17.54' N75'53'29"W 6" ' G-1
LJJ 17.64' S68i2'J1"W 6", G-1
LJ4 9.23' 501 "04'56"W 6" ' G-1
LJ5 13.96' S68'12'J1"W 6" , G-1
L36 20.46' S76 "04 'oJ"E 6" , G-1
L37 15.53' S69"5J'40"E 6" , G-1
L38 9.01' S00"41'42"W 6", G-1
LJ9 16.18' S69"5J'40"E 6" , G-1
L40 1.98' soo·17'5o"E 6", G-1
L41 17.77' S70"32'34"W 6" ' G-1
L42 9.01' NOO"OO'OJ"E 6" ' G-1
L43 16.66' N70"32'J4"E 6", G-1
L44 1.69' soo·11'5o"E 6", G-1
11 AS
L,o,,.,; "1
BUILT"
j -7/ts-/1,,01.r
EXP. 6/Jo/U/'f DATE
INSPECTOR DATE
l---l---+-----------+---+-------,l----+--II SH4EET I c1TY oF CARLSBAD , ~2E:Jv
ENGINEERING DEPARTMENT -H:'i
1---+---+----------------+----t---+---+---t ~G;R~AD~IN~G,-:;P;:LAN~S~F~O~R:::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::=::::'..;T.:s;;;~_,~: ', '
\ '1-1 N ( -:,,'r /
No. C59064
Exp. 6/30/15
/2./{)f/u! C/V\\...
SHIFT A PORTION TO PHASE 2, SOP 09-04(A)
DA TE INlllAL
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
APPROVED:
OWN BY: HLI PROJECT NO. DRAWING NO.
0.27' S02"08'03"W 6", G-1 PROTECT IN PLACE
L86 NOT US[D
SCALE
,,, = 20'
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com HAIXIN LI, PE DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:JL.f. SDP 09 04 RVWD BY: .le.IL--479-SA
n +
0
C c,
"' ,a
0
"---0
en
5 v
()
I
I + 0
I
u m
u
V ~
_l
/ w
0 m
I I
C
0
o_
/ ry
C
s
0
L v
/
08'/0)l
032'! 17
111)2' ·' r u . l.f i J
I
.. ,
"ii"
t:i .w
ij5
w w l/)
. I
lJ
I LOT LIN£ ----
-
BOUNDARY LIN£
1:-
CONSTRUCT/ON NO TES:
@ EXISTING WATER METER, BACKFLOW PREVENTER AND
OTHER WATER MISCELLANEOUS ITEMS TO REMAIN, PROTECT
IN PLACE
@ MODIFY EXISTING LID TO TRAFFIC RA TED AND AJUST TO FS
@) PROPOSED PEDESTRIAN RAMP PER DETAIL DRAWING (u'\
NO. 14 ON SHEET 22 \!I)
@ EXISTING STREET SIGN TO 8[ ff[MOVED/RELOCA TED
@ P/?OPOSED STOP SIGN PER DETAIL ORA WING
NO. MUTCD R1-1
-~-----~--------l_-fffi-1/'E' -
@..rx. CURB
~"ci) RELOCATED POST IND/CA TOR VALVE
EX. BUILDING
LINE
BLDG. EQUIP.-..~---
I
SIDEWALK SOP 09-04 BOUNDARY
ROAD
Hofman
AC RESURFACING -c-',----\
T ENTRY DRIVEWAY
"i
" ----"",1 --
t
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
b9 {)i,~v-'-G
HAIXIN LI, PE DATE
1',ClfESS /
\'I.IN
t.....:. -<''tf-· ( / VJ
~ N~. C59064
Exp. 6/30/15
C/VI\..
CONSTRUCTION NOTES:
(i) PROPOSED 4" AC PA \1£MENT OVER 6" AB
G) PROPOSED PAVERS PER LANDSCAPE PLAN
DRAWING NO. 479-5L
(}) PROPOSED 6" CURB PER DETAILED DWG. NO. SDRSD G-1
(_5_; PROPOSED O" CURB OR CONCRETE HEADER PER
DETAILED DWG. NO. SDRSD G-1
(D FIR[ HYDRANT ASSY. PER DWG. 479-5 AND 10· PER
DRAWING NO. 479-5 WATER EASEMENT (PR 14-03).
® PROPOSED PLANTJNG AREA PER LANDSCAPE PLAN
DRAWING NO. 479-5L
@ PROPOSED STRIPING
@ PROPOSED VEGETATED BIO-SWALE PER SWMP, W
SEE DETAIL 3 ON SHEET 22 \!I)
@ PEDESTRIAN CROSSING STRIPPING PER LANDSCAPE PLAN
DRAWING NO. 479-5L
@ PROPOSED SIDEWALK PER LANOSCAPE PLAN
DRAWING NO. 479-5L
@_) PROPOSED
@NOT USED
WHEEL STOP AT O' CURB
@ EXISTING CURB TO REMAIN PROTECT IN PLACE
@GRIND AND/OR OVERLAY EXISTING PA\1£MENT.W
SEE DETAIL 8 ON SHEET 22 \!I)
@ EXISTING FH TO REMAIN PROTECT IN PLACE
@) EXISTING SO MANHOLE TO REMAIN, PROTECT IN PLACE,
ADJUST COVER TO FS/FG
@ EXISTING UTILITY VAULT TO REMAIN, PROTECT
IN PLACE, ADJUST TOP TO FINISH GRADE
@ EXISTING UTILITY COVER TO REMAIN, PROTECT
IN PLACE, ADJUST LIO TO FG/FS
@) EXISTING GA TE VAL VE TO REMAIN, PROTECT IN PLACE,
ADJUST LID TO GRADE
@ EXISTING INLET BOX TO REMAIN, MODIFY CURB INLET WW
TO A GRAT£ INLET WITH TYPE G GRATE PER DETAIL ~~
SDRSO 0-15, SEE DETAILS B & C ON SHEET 13
@NOT USED
@NOT USED
@ EXISTING BUILDING EQUIPMENT TO REMAIN,
PLACE
PROTECT IN
@ EXISTING STREET SIGNAGES TO REMAIN, PROTECT IN PLACE
@ EXISTING CURB INLET TO REMAIN, PROTECT IN PLACE
@PROPOSED PEDESTRIAN RAMP PER DETAIL DRAWING
CURVE TABLE LINE TABLE
CUR\/£ LENGTH RADIUS DEL TA CURB TYPE LINE LENGTH BEARING CURB TYPE <,
C1 NOT USED f.---=-Ll~---+--'-'N-'-0-'-T-'U--"S=-EO'------+------r)
C2 NOT USED L2 NOT USED
CJ NOT USED LJ NOT USED
C4 NOT USED L4 NOT USED -<._ f-=---:...-+---f---+-='-----===-+----f-=--:...-+---f-='-----'==--+--------"I, C5 NOT USED L.5 NOT USED
C6 NOT USED L6 NOT USED .. )
f----C'--'7--+---+---+-'N-'-'O'--'T----'--US'--'E"'D-+----f---L"-'7--+'---------1--'-'N-=-O_T~U---'-S-=-ED'----_,_----)
CB NOT USED LB NOT USED y
C9 NOT USED L9 NOT US[D ·, f-=-+---f-='-----'==--+------C /0 NOT USED LIO NOT US[D
C11 NOT USED L11 NOT USED
f---'C'-'-12=-----!---+---+-'N-'-'O'--'T_UC--'SCCE:..::D-+-----f---'L"--12=-----, ___ _,__'---N-=-O-'-T~U--=S=-£0'----_,_----)
C1J NOT USED LIJ NOT USED ""
C/4 NOT USED Ll4 NOT USED
C/5 NOT USED Ll5 NOT USED , f---+----f----+-----+----1--'=-+---f-=:..__::==-+-----"""'-' C16 NOT USED L16 NOT USED • ~-C17 NOT USED LI 7 NOT USfD ,
C/8 NOT USED LIB NOT USED ....,)
Cl 9 NOT USED LI 9 NOT USED -.,
C20 NOT USED L20 NOT USED -<
C21 NOT USED L21 NOT US£0
C22 NOT USED L22 NOT USED
C2J NOT USED L23 NOT USED
C24 NOT US£0 L24 NOT USED
C25 NOT USED L25 NOT USED
C26 NOT USED L26 NOT USED
C27 NOT USED L27 NOT USED '-'=-+----f-------1----------al
C28 NOT USED '-=L=28=---o----1-'---N-=-O'---T-'U-'-S=-ED'-------'------<----"
, C4Q ,,-\ As_
C30 19.35'
C31 3.69'
_A A_ id'I UJfJ)_,A....-,1\ .A i-=L=29=----+----+---'-N:..::O_.:_T-'U:..::S:c:ED'--+----~~1
10.00' 110'52'21" 6", G_:1 )>I·-..:L:..30=-----!----1--'-'N:..O.:...T..:U..:::S:::ED::..__+-------V
3. 00' 70'J/ 'J9" 6 ", G-1 '-''-'L'-'-3-'-1 -+----+-N-'-O_T '---U-=-S-=-ED'-----'-----,-,,-----"'
CJ2 9.64'
C33 36.76'
C34 4.48'
C35 17.51'
5.00' 110'29'07" 6", G-1 ( L32 NOT USED =
Jo. oo· 10 ·12 ·10" 6 ", G-1 ('e-1---=JJ=-----i-~--.--1-,.-'-'N-'-o i'----'u-=s=-Eo'--"-+-A__,,----._-....1.)-'----=-i
2. oo· 12a·24 •44" 6 ", G-1 '--''-'-J4_,_'4=3~-2~1_·"""'--1--_.:_N~o~1~·4-'-r·-'-o-=-·~·E ....... _-=-6~"•_Ge--_1'----_
10. 0 0' 10 0 '21' 01 " 6 ", G-1 '--=L-=-35=-----,____,J"-'. 2""0'--' -+---'S"'8'-"9--"'0-'-1'-"0 2e..'.e.'E-+--'6'--".:...• ..=G_-_c_1 _
C36 18.59'
CJ7 4.49'
C38 3.85'
C39 4.10'
399. 00' 2'40'11" 6 ", G-1 i-=L-=-J6=-----!-----"'2-'-'-1."'99'---'-+_,S'-'1"-8---'-'4sc8'-"52e..'.e.'E-+--'6'-."'---' .::.G_-_.:_1 _
2. 00' 128 'J4 '04" 6 ", G-1 e-L_J_7 ........ ~18=. 8=2-=-'-+_,S=8-=-9_.,_'5-=-8'~12-=-"~W-+_6_.:_".:...• ---'-G_--'-1 _
2. oo· 110·20'36" 6 ", G-1 '--'L_38___,~25=.-"-0J-=-'-+-'-N~1-=-9'.,_J0-=-'=09-=-"..cw_,__6c..".:...• --=G_-_c_l _
1. 50' 156'40'11" 6 ", G-1 '--=L-=-J9=-----,____,9-'-.4'-'4_' -+..cN'-"J=--2.-,_'0,,_J'.,_5.:...l'~'W-+--'6'--"'---, ..=G_--'-1 ~
C40 J0.93'
C41 6.18'
C42 4.14'
C4J 17.52'
C44 16.45'
C45 11.52'
C46 J.92'
C47 2.43'
C48 11.56'
C49 12.09'
C50 J.86'
C51 19.14'
C52 132.91'
C5J BJ.21'
C54 4.99'
C55 20. 10'
1206. 80' 1'28'07" 6 ", G-1 i-=L-'-40=----+---"16c,:,8,-,5'--'-1--'-N'-"J""2--"·o"'-5-"'o.:...1'..s'E-+-----'6'-."'-' ,::G_-_c_l -
5. oo· 70'50'22" 6 ", G-1 l--'L'-'-4-'--1 +-'---'6"'.8"'8'--' -l--'-'N"-19"-'""30e..'"'09'--"-'-'W-+-----'6'-"'-' ..:::G_-_.:_1 -
2.00' 118'35'3.3'' 6", G-1 L42 15.69' N32'05'07"[ 6", G-1 f---+-==--+~===~--1-----'---'---'------'--------a
10. 00' 100 '22 '33" 6 ", G-1 '-"L_4_3-+-~2---'-7-'-'. J'-"8'-'-' _,__.,_S.,_8'---9 '_.,_04-'-'-"-0"-J'-"-'E-+_-=-6_._", _Gc...-_1'-----l
5 7 49. oo· 0 '09 '50" 6 ", G-1 i-=L-'-44--+_,_7c,, 6,.,,5_' -1----'S,_,6_.,.8_,,,'2,,,_J..c'I 9_,_"=--E-+-----'6:...."'-' .::G_-_c_1 -
1 0. 0 0 ' 6 5 '5 9 '5J" 6 ", G-1 i-=L-"45=-----!------"0"-'.7-"J'--' -l--'-'N"-19,c'e..2 4:c..'s<cJ 9'--"-'-'W-+-----'6'-"'-' .::.G_-.:..1 -
3.00' 74·52•12" 6", G-1 L46 17.34' S50'5J'OJ"W 6", G-1 f---+-~=--+~===~--1---'---'--------l
2.00' 69'40'59" 6", G-·1 L47 17.93' S20'3J'30"£ 6", G-1 C-='-------+-~=--+----"===~-1-----'---'---'-----''-----l
6.00' 110'20'51" 6", G-1 i-=L-'-48=----+--"-J4-"-.""50_,_'-1-_,S,_,8"'-9--"'J.:...1'..c40_,_".e.E-+-----'6:....".:...• .::.G_-.:...1-
10.00' 69'/5'0J" 6", G-1 e-L_49----+~0~.9~4_' --+--'-N.:...1-=-9'-=-50-=-'-'-41'--"-"-W-+_6_".:...• _G_-_1----"
2.00' 110'43'06" 6", G-1 f--L_5_0-+-~2=J~.1_.,_8_' -1--.:...N=a9-=-·2=9-=-•"-50-=-·~wc....,_ _ _.:_6_._",_Gc_-_1 _ _j
10.00' 109'40'21" 6", G-1 L51 1.16' S20'14'46"E 6", G-1 1--''-'---+-~=--+----"=-'-'-=--=----.l.....----'---'---'-----''-------l
5790.00' 1'/8'55" O", G-1 L52 4.51' S/9'0J'49"E 6", G-1 i-==-+----'-'-"-'---+----"===--=-----l---.....::.-'--'::.....:'--------1
440.00' 10'50'06" 0", G-1 e-L_5J----+~51~.4~J'--'--+-_,S=8-=-9='23~'=29-=-'='E-+_6_".:...• ~G_-_1----"
5. oo· 57'13'21" 6", G-1 c....=L::.54-'--'~22~-~15,._'_,_=S=5.:...1 '~42~·2~0,._"~W_,_-----'6'--"'--, _,_G_-_c_/----"
JJ.06' J4'50'25" 6", G-1 L55 123.15' N89'2J'29"W O", G-1 '-'=-1-=='----'-"===-'-'--...L..---"---'---=--'--------_J
NO SORSO G-27
PROTECT IN PLACE
e56y 'ro,i·r' ,ffi( C57 .
( C58
ro:00•~,-gg,4,j'J2",,.~6", 'G==i'7 L56 18.60' S11'J2'30"E 6", G-1 1--'=-+--'-"=-f---''-'--'--""-""-..S.......L..---"---'---"-'---------
NO T U SEO ) f--L_5_7-+-_,9~. 9~7_' -+-~N.:...7=0='3=8='5=8="E-+-_6c..".:...• ---'-G_-_c_1 _
NOT US[D ', L58 15.53' N50'56'22"E 6", G-1
0 20·
_(;_59_,I ~4~Z1>\../\J,00'
C60
C61
C62
4.71'
5.76'
2.46'
II
40'
SCALE
, " = 20'
J.oo'
J.oo·
1.00'
./go:@b''oe"' --6'>-.. G"'t.,'' )''-'L"'5-=-9-1-'""1-"-4'"_ 3"'3-• -+--"N""19""·""39""•'""46=,-'wa....J._--'-6-',,_-G=----1'-------
90·00'00" 6", G-1 i-=L-=-6=--0+-'---+-----'N"-O-'-T..:U..:::S:::ED'-------l-------
109 ·59 '49" 6 ", G-1 f----L_6_1 _,_~1~4'-'. o=o_· -+--"N=O_.,_O='J=6='3~1..,"E'--+--'-6..!.",_G::,-_1C-_
141 ·05'49" 6", G-1 '-"L-'-62=----,-+-14.c.·~oo~·-+_,_N~O'-"O-"'J=6='J~1 '_,,'E_J__6c...":...• --=G_-_c_1 _
L6J 4.10' S89'2J'29"E 6", G-1
L64 NOT USED
L65 NOT USED
62.05'
NOT USED
NOT US[D
NOT USED
NOT USED
"AS BUILT"
bzo~J :_ 7/fs-11"/r
RCE~f0 b4 EXP. b/1o/u11 DATE
INSPECTOR DATE
t----,,----+------------------,,---+---l------+----I I SH5EET I
~~~~,.::;:~E~N~G~IN;E:=E::::R:::IN::G::::::D:::E:::P:::A:::RT:::M::::E::::N:::T==~~~:'.;:
GRADING PLANS FOR: "
CITY OF CARLSBAD
REPLACES SHEET ORIGINALLY SIGNE0-4 28 14
SHIFT A PORTION TO PHASE 2, SDP 09-04/A)
HARDSCAPE & WALKWAY CHANGES
INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
?,,1.5c/? :));<?
2 '7_1 , fl, .:i::s (,
I I
DA"TE INITIAL DA"TE INITIAL
OTHER APPROVAL CITY APPROVAL
WESTFIELD CARLSBAD PHASE" f
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
APPROVED:~~ i ~
JASON S.
ENGINEERIN MANAGER PE 63912 EXPIRES 9 30 16
OWN BY: HLI
CHKD BY: ~ll'<-
RVWD BY: ..l~-
PROJECT NO.
SDP 09-04
GELDERT
Jl,, 'l'I, JL/
DATE
DRAWING NO.
479-SA
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LIM/ TS OF WORK
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-__ LIMITS OF WORK
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J: -,/"'.,,.--... _ _c_u_R-VyFABJ_&-..,,.,-,.~ J ✓• CURVE LENGTl'I RADIUS DELTA CURB TYPt, ,.. C1 31.51' 20.00' 90'15'28" 6" ' G-1 .,. C2 15.84' 10.00' 90'46'18" 6", G-1
CJ 4.71' 3.00' 90·00'00" 6", G-1 ' /
>
I C4 4.71' 3.00' 90'00'00" 6", G-1 ' >-C5 4.71' 3.00' 90'00'00" 6" G-1 ,_.
' I .._ C6 47.60' 30.00' 90'55'00" 6", G-1
,c.0 --"5':4-7"-A§,OB''-' -"62:4'1~11'"-A6"/G-1v ) _,"" -.
Cl:j_..,, ).6.,38' 27.62' _ -3358'.J:Z::. 6" G-;.J._ ---,•-=
{ C9 3.47' --5. 00' 39·42'55"" 6", G-1-:\
_ C10 7.84' 5.00' 89'50'27" 6" G-1 -') '
C11 7.85' 5.00' 90'00'00" 6" G-1 "' '
~C.1-2'\ _,ii 81 "'-. _,.13 __ 00;._ "1J O '5Jt1.'A ,.~-J..;, .
C13 3.63' 3.00' 69'14'16" -6" G-1 '
C14 5,84' 3.00' 111'32'13" 6" , G-1
C15 4.12' 1.50' 157'32'46" 6", G-1
C16 15.87' 10.00' 90'55°00" 6" , G-1
C17 3.85' 2.00' 110'17'31" 6" , G-1
C18 10,90' 7.00' 89'14°33" 6" , G-1
C19 3.17' 2.00' 90'45'27" 6" , G-1
C20 2.43' 2.00' 69'42°29" 6" , G-1
C21 3.59' 3.00' 68'36'35" 6", G-1
C22 4.72' 3.00' 90"09°41" 6" ' G-1
C23 11.09' 7.00' 90'45'27" 6" ' G-1
C24 3.81' 2.00' 109'15'37" 6" ' G-1
C25 ,3. 71' 2.00' 106'23'21" 6" ' G-1
C26 9.76' 6.00' 93'13'15" 6", G-1
C27 6.JJ' 4.50' 80'33'57" 6", G-1 -
C28 2.79' 2.00' 79'49'28" 6" ' G-1
C29 3.51' 2.00' 100·40'01" 6" ' G-1
CJO 3.06' 3.00' 58'20'55" 6", G-1
CONSTRUCTION NOTES CON'T:
@) PROPOSED BOLLARD L54 7.64' S18'38'02"E 6", G-1
CURVE TABLE CONT'D LINE TABLE CONT'D
CURVE LENGTH RADIUS DELTA CURB TYPE CURVE LENGTH RADIUS DEL TA CURB TYPE LINE LENGTH BEARING CURB TYPE @ EXISTING SSMH TO REMAIN, P.ROTECT IN PLACE, ADJUST /I L56 6.05' S19'38'18"E 6", G-1
C " " COVE.-/ TO FG/FS • L57 16.02' N88'09'45"W 6", G-1
CURVE TABLE CONT'D L55 28 40' S47'30'54"W 6", G-1
31 9.77' 7.00' 79·57'53" 6, G-1 C53 11.72' 10.00' 67'09'11" 6, G-1 L9fl_, _5.7.J_'_ S74'28'40"E _§".....!,-)---, '
C.32 4.22' 2.00' 121'01'12" 6", G-1 C54 11.55' 10.00' 66'09'24" 6", G-1 { L 00 8.20' / ST5'3 '02''W v a"', G-1 r,1·, EXISTING STREET SJGNAGfS TO REMAIN, PROTECT IN PLACE LL5589 1166 .. 8345: SS8198:0103:4150:EE 66::, GG=11
C33 1.91' 1.00' 109'36'03" 6", c-1 C55 19.76' 9.98' 113'28'00" 6", c-1 uo1 28.00' s19·20'25"E 6", G-1 ll\ ~ f . ~-2c., 4n. 80, e---+-=~-+-=~~~-+----c----....,
C34 10.98' 7.00' 89'53'28" 6", G-1 l i--C-56-,~9~.5~6-, --+-~3~_~50~,--+~1~56~.=J_1~,4~5~,,-+--6~",-G--1--, L1Q:Z 15.,01'. N70;36'52"[, ,.,_ _§.,L ~1 ,.,j ffi @_) EXISTING CURB INLET TO REMAIN, PROTECT IN PLACE / ? u , , L60 18.91' N47'30'54"E 6", G-l
CONSTRUCTION NOTES:
SEEf6'\
Qy
LINE TABLE CONT'D
LINE LENGTH BEARING CURB TYPE
L64 4.77' N19'38'18"W 6" ' G-1
L65 72.32' N47'31'08"E 6" ' G-1
L66 14.12' 519·00'51 "E 6", G-1
L67 8.20' . -515.'.32'Q2'.'W _ 6" ' G-1
t L68 14' 02' S42'29'06"E ' 6'';" G-1 '-...
L69 54.00' N47'30'54"E o", G-1 -<
L70 15.00' S42'29'06"E O", G-1 <
( L71 3.05' S47'30'54"W a", G-1
" j L72./' _ .8.85;__ ,S18,'.38'JO"E,. A6, j;-1,._
L73 16.43' N70'36'31"E 6" ' G-1
L74 4.62' 519'24'55"E 6" ' G-1
L75 14.85' S88"19'02"E 6" ' G-1
L76 9.10' N19'16'57"W 6" ' G-1
L77 17.75' S88'19'02"E 6" ' G-1
L78 2.01' N19'16'57"W 6" ' G-1
L79 8.41' 519·20'25''[ 6" ' G-1
L80 15.34' S70'36'52"W 6", G-1
L81 7.71' 589.:3.6'511.'.'E 6", G-1 -
\ 'L82 13:47' N18'54'46"E fl' c.:,q ' '
LBJ 7.00' N71'21'58"E 0"-6" TRANS.
L84 5.50' N71'21'58"E o", G-1
I :,,. L85 8.50' N71 '21 '58"E 6", G-1
't L86 9.00' N47'30'54"E 6", G-1
_L87 ~. !,47'-N89':31'52"W,, _,.§_", .k-h.. "'
LBB 31,08', -N19'49'07"W 6" ' G-1
L89 3.17' N89'30'07"W 6" ' G-1
L90 26.74' S19'23'08"E 6" ' G-1
L91 5.73' S74'28'40"E 6" ' G-1
L92 8.20' S15'32'02''W 6" ' G-1
L93 5.73' S74'28'40"E 6", G-1
L94 8.20' S15'32'02''W 6", G-1
L95 5.73' 574'28'40"E 6" ' G-1
L96 8.20' S15'32'02"W 6", G-1
L97 5.73' S74'28'40"E 6", G-1
L98 8.20' S15'32'02''W 6" ' G-1 -
I/ AS BUIL T11
~-J \" 1/ts-/wrs
RCE.>? of; 'I-EXP.!~/.} t>("l--of 1 DATE i-;;c,:35c1---"-'.4-'-:.7:::2:-, -i-~3-::-. o='o:-:,-t~9::o:::·o::3;;:,1'=6-;;-,, --i-,6'"",-c-;::_--,1;--P'-~~""c;;-;5"'7;-"i"v'i'?':'5_Q8,;--'\:;!~,'?_ o~o"'· *"'1 c:eo"'·1'i-;;;o"'""o.-,vn""ai-,,,";-;;G,--"'1,-1 u oJ 8 _ 1 • · -m'§ -48•04 "E -6 ", G-1 1--~ -··---~ L61 5.7 3' s14 ·2a '40 "E 6 ", G-1
C.36 2.46' 2.00' 70'27'13" 6", G-1 C58 5.54' 3.13' 101'34'33" O''. G-1 .,) L104 5_80 , s74 •11 ,56 "E 6", G-1 @) PROPOSED PEDESTRIAN RAMP PER DETAIL DRAWING I L62 1.15' N19'00'51"W 6", G-1 RE~E'v/ED BY,, ~
' NO SDRSD G 27 CY'ALE L63 33.24' N51'14'25"E 6", G-1 C37 6.92' 2.50' 158'29'59" 6', G-1 /(;59p_ 21'_86;'-,JI.OJ]( ,.]13'50'3/'J." • 6"«G-,1'-L/05 8.15' S15'48'04"W 6", G-1 -.. ::11.rt / t1 (l_,. L'l/2 /,
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C3B 10.17' 7.00' 83'14'40" 6", G-l C60 15.69' -10.00' 89'53'28" C', G-1 L106 5.80' N74'11'56"W 6", G-1 @EXISTING ELECTRICAL POST TO REMAIN, PROTECT IN PLACE ·" ~ zo' 'M ·' 'I,,..~ 7.;'/'1'/.",'
C39 4.13' 2.00' 118'15'22" 6", G-1 C61 15.70' 10.00' 89'58'34" 6", G-1 L107 5.80' N74'11'56"W 6", G-1 @ (NSPECT□R DATE ~ u
C40 14.61' 10.00' 83'41'29" 6", G-1 C62 5.82' 3.00' 111'05'52" 6", G-1 L/08 8.15' N15'48'04"E 6", G-1 @PROPOSED PEDESTRIAN RAMP PER DETAILED DRAWING i~ w CITY OF CARLSBAD .::HEETS ]':
C41 ' • ' " 6", G-1 C63 • ' 6", G-1 " NO. 13, SEE SHEET 22 l----+---+------------------+---+---+----+-----1 SH6EET -le,," " 15.89 115.00 7'5455 3.61 3.00 69'02'06" L109 5.80' S74'11'56"E 6, G-1 I~ i_'.:, .~,
C42 18.19' 10.00' 104'12'59" 6", G-1 C64 19.78' 10.00' 113'19'58" 6", G-1 L/10 8.15' S15'48'04"W 6", G-1 @PROPOSED STOP SIGN PER DETAIL DRAWING NO. MUTCD R1-1 ~~~~~~E;:NG~l~N~E:::E:::R:::IN=G::::::::D:::E:::P:::A:::R=T::ME:::N::T===-~::::;.::;;·~•> r~•-
C43 6.05' 5.00' 69'22'52" 6", G-1 C65 20.93' 25.00' 47'58'05" 6", G-1 L111 5.80' N74'11'56"W 6", G-1 GRADING PLANS FOR· _a;;,-:---2& ~
C44 9.65' 5.00' 110'37'36" 6", G-1 C66 3.79' 2.00' 108'39'15" 6", G-1 L112 8.15' N15'48'04"E 6", G-1 r==c===---------------------------~;;;;;;:----1 t----t---+--------------+--t---+---t----1 WESTFIELD .CARLSBAD PHASE 1 j
C45 NOT USED C67 19.15' 10.00' 109'43'31" 6", G-1 L113 5,80' S74'11'56"E 6", G-1 H f .., ,/
C46 11.82' 6.00' 112'50'49" 6", G-1 C68 9.47' 5.00' 108'31'40" 6", G-1 L/14 8.15' 515'48'04"','L _6'',_G-1. 0 man ,>1'-0ffSSlo'lii ,, , . (SP 09-01, SUP o9-o7) t;
C47 5.84' 3.oo' 111'28'33" 6", G-1 C69 6.20· 5.oo· 11·02'55" 6", G-1 ? t115 .oo' 519 -23•08"£ /J", -1 . :#5' ,,..~,--i.,.1 N'"</< <'.t.~-l"1l>l.•T ·r v = ~ ... ,,,__,.,, .,~1. 1..-.fW.· r.;r o~":S 10.5.r, Jl..fl, SITE AND HORIZONTAL CONTROL PLAN ~
C48 10.66' 4.50' 135'41'34" 6", G-1 f-'cC=70-+---+~--+--'-N'-=O--'-T....:U....:S.:::ED::...+----J L116 17.00' 519'20'25"E o", G-1 )& :;} ~-~ 2. i11r:,--!l U-lltN(ie iflrt ,_ IJO· Otc.Snt:Er.s 3••:Cc-17 :,a,. -~A~PP~R~O~V~E=D~: /,~7~!<.',,:t(/J'«M.dra~'z.·_~J~A=SO~N~S. GELDERT c_
C49 6.12' 5.00' 70'07'00" 6", G-1 t---:-C::c71:-1'~9-~59'--:'-t~5-~0~o·-,-~1~09~·5~1~·1~6_" +--,.,6',...', _G_-.,..1 _, L117 6.00' S19'20'25"E o"-6" TRANS. ) Planning & Engineering :';3 No, C59064 ~ 7/16/14 I 1 REPLACES SHEET ORIGINALLY SIGNED 4/28/14 l?,2'f1J2, ::s:s, i,,t... . • fA/ 1t,l,•(,/ll ~-
C50 19.80' 10.00' 113'28'15" 6", G-1 f--c,C','72=-+~3~.6~5_' -+--'J"'-_"-'oo'-'-+-'6"'9e.c'4._.,2_.'4c__c4_"+---=6_,,",_G.c._-_1'--I -L118 37.42' N19'30'38"W o", G-1 • . -----------{t Exp, 6/30/15 'J} 7/16/14 Ht.., 1 REVISED DROP-OFF AREA & CURBS DU[ TO I / ENGINEERING ,IKANAGER PE 63912 EXPIRES 9/30/1 b DATE "1
C51 3.68' 3.00' 70'15'17" 6", G-1 r-::C-:::-73-:-i-~5~.7~8.,..' -j---'3~-~oo'--:'-+-'1~10'-·1~9....,'0~0-=-"-+-~6"'",_G-=---1c--l ( L119 4.44' N19'32'50"W 6", G-1 3156 Lionshead Avenue, Suite 1 /..._,,,-,r,, ~_,,__::_ _ / , 121..n/ cl), CIVIi.. -"-'"" HARDSCAP[ AND WALKWAY CHANGES t ;, DWN BY: HU PROJECT NO. DRAWING NO. ~
C52 5.71' 3.00' 109'07'17" 6", G-1 C74 6.12' 5.00' 70'07'00" 6", G-1 (. L/20 18.99' N19'32'50"W 6", G-1 Carlsbad, CA 92010 ~..,,,,,., J--:,,, ~l!__l7t1~j,_J}Q~f,.~ -1tr-o ,,a'<'' DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY: J~ ;"
L121 25.88' N19'17'38"W 6", G-1 (760) 692·4100 www.hofmanplanning.com HAIXIN u, PE DATE r CAI.. ENGINEER oF WORK REVISION DESCRIPTION OTHER APPROVAL c1TY APPROVAL RVWD BY: .;uz. SDP 09-04 479-SA _'9-'---_./'·.J _:::> _____________________________________________________________________________________ .. 2
081017
032'117
0
EXISTING BUILDING
FF=J0.30
'39'44"E
71.17'
I i
· N70'39'44"E T
PROPOSED
BUILDING LINE
PROPERTY ,
. . LINE i
· 89.48'
0
□
-_QJIJ_.VE._ 1}.EtLE,,_, _ /', .,----., -
~ CURVE ''LENGTH RADIUS DELTA CURB· TY,-,E,
Cl 60.90' 50.00' 69'47'28" 6", G-1 )
C2 120.72' 80.00' 86'27'30" O", G-1
-'\Q,,.. 21!.Q/K.. -00.00' . /\29 '5JJ~49~ .A 6",A G-)_
C4 47.12' 30.QOY 89'59'39" 6", G-1
C5 38.61' 110.00' 20'06'44" 6", G-1
C6 7.43' 3.00' 141'56'45" 6" ' G-1
Cl 73.06' 55.00' 76"06'29" 6", G-1
CB 7.43' 3.00' 141'56'45" 6" ' G-1
C9 30.07' 35.00' 49'13'21" 6" ' G-1
C10 17.17' 10.00' 98'22'22" 6" ' G-1
C11 9.69' 5.00' 111·05'12" 6", G-1
C12 6.06' 5.00' 69'23'33" 6", G-1
C/3 13.46' 10.00' 77'05'39" 6" ' G-1
C14 17.27' 235.00' 04'12'37" 6", G-1
C/5 15.70' 10.00' 89'56'44" 6" ' G-1
C/6 15.73' 10.00' 90'06'32· 6" ' G-1
C17 5.97' 5.oo· 68'24'11" 6" ' G-1
C18 5.81' 3.00' 110·52'05" 6" ' G-1
C/9 15.69' 10.00' 89'53'28" 6", G-1
C20 31.43' 20.00' 90'03'04" 6" ' G-1
C21 9.59' 5.00' 109'56'42" 6" ' G-1
C22 7.85' 2.50' 180·00·00" 6" ' G-1
C23 17.78' 35.QO' 29'06~3Z::... _,..lj" -(J_-1 ----.J ,,,.,
/C?4 Yf292'' 3'.'ooY Yf48YJ5'~J" 1r o", G-1
(, C25 33.53' 240.00' 08'00'15" 6", G-2
I -G:?6J "~it..ZOA_ A 3.QO' J '-89'1.6'4J,, A 6;_, c;.,y"'
C27 4.72' J.00' 90·13'17"""" ,. 6", G-1
C28 4.67' 3.00' 89'09'56" 6" ' G-1
C29 19. 18' 10.00' 109·53'57" 6", G-1
CJO 9.49' 5.00' 108'42'43" 6", G-1
CJ/ 3.97' 3.55' 64'06'40" 6", G-1
CJ2 4.67' 3.54' 75·37'17" 6" ' G-1
CJJ 4.67' 3.00' 89'09'56" 6", G-1
C34 39.07' 221.00' 10·07'42" 6", G-1
C35 4.60' 3.00' 87'47'28" 6" ' G-1
CJ§,-2J.5L 15.ao: -9D'QQ'OfL... __ §:,,G-1
{ CJ7 23.58' 73/.00'" 90'04'43'' 6", G-1· ., -
C38 62.64' 235.00' 15'16'23" 6", G-1 l'
C39 10.97' 221.00' 02'50'35" 0"-6" TRANS 1~
C:1,0 ,. 12J29'./ 2QYQO' l.,\QJ'24A2" ,(' 9,.: 1 ), _ _,. ' _--_jl>,,
C41 7.85' 5.00' 90·00'00" 6", G-1
C42 6.04' 5.00' 69'13'43" 6", G-1
C4J 5.77' --3.00' 1111'13~59." 6", G-1
?
-r
(
1 o· 20·
''C4,; . 12.64'''
C45 6.86'
C46 6.00'
C47 9.02'
C48 11.25'
C49 11.56' , A ~-· --
LO'
SCALE
1" ~ 20'
· a.00'1 090'32'18"
80.00' 04'54'[1"
240.00' 01 ·25'_,.7"
235.00' 02·11' 58"
235.00' 02'44']2"
80.00' 08'16'47" -A ~ -
PROP. BUILDING
LINE
80'
v6","'G-f '.
0"-6", TRANS
o"-6", TRANS
O", G-1
6", G-1
0"-6", TRANS I'
A
•
!
I
•' I
. J
□
PROPOSED BUILDING
FF=28.00
CONSTRUCT/ON NOTES:
@ EXISTING UTILITY VAULT TO REMAIN, PROTE:CT IN PLACE,
ADJUST TOP TO FG/FS
@ ROOF DRAIN, CONNECT TO PLANTER AREA THROUGH POP-UP EMITTERS
@EXISTING GATE VALVE TO R[MAIN, PROTE:CT IN PLAC[
ADJUST LID TO GRAD[
@ PROPOSED BOLLARD P[R LANDSCAPE PLAN ORA WING NO. 479-5L
@ EXISTING SIGNAGES TO REMAIN, PROT[CT IN PLACE
@) PROPOSED PED[STRIAN RAMP P[R DETAIL NO. SDRSD G-27
@PROPOSED TREE WELL PER LANDSCAPE PLAN DRAWING NO. 479-5L
@ EXISTING ELECTRICAL TRANSFORMER AND BOLLARD TO REMAIN,
PROTE:CT IN PLACE
@PROPOSED PEDESTRIAN RAMP PER DETAIL NO. 12 SEE SHEET 22 ®
@) PROPOSED PEDESTRIAN RAMP PER DETAIL NO. 13 SEE SHEET 22 ®
(0 PROPOSED PEDESTRIAN RAMP PER DETAIL NO. 14 SE[ SHEET 22@
@PROPOSED STOP SIGN PER DETAIL DRAWING NO. MUTCD Rl-1
PROPOSED BUILDING
FF=44.50
329.07'
Hofman
Planning & Engineering
PROPERTY
LINE
D[CK AND STAIRS c:------..
P[R STRUCTURAL
PLAN CB/3-2181
r·=·~ •• -'
~
~· -
PROPERTY---~
LINE
\'/.IN ,
-:t;.'?-... /
No. C59064
Exp. 6/30/15
3156 Lionshead Avenue, Suite 1 ). /1 ,.. .. ·_ · } .P• 1 •/,f/ c1v11..
Carlsbad, CA 92010 [ls.:l ~.J = ~ I,
(760) 692-4100 www.hnfma~np~la~n~n~in~g~.c~om~_: ___ f:i_H A~l~X~I N~LI'....' _f'.P~E ____ _ID~A~T~E __ __=:-:::::::~ __ J
~
"""*.,_, .. .,..,.cc''='.,,_"" ..... '="°"'~ .... """"~#"'"'"-,_.,;-~"""""" .... ~.,.=, =c"'"' "'"'~~'":1'7 & 13'
7
I
I
I I
I
;0,
. ·"'t ·
PROPERTY
L/Nf
EX. STAIRS TO
REMAIN 'PROTECT
IN PLACE
/
. 5[[ SHEET 10
~/ FOR CURB DA TA
!i
i : • ij
,r-1
,r-1
/
/
CONSTRUCT/ON NOTES:
Ci, PROPOSED 4" AC PAVEM[NT OV[R 6" AB
(2) PROPOSED PAV[RS PER LANDSCAPE PLAN DRAWING
NO. 479-5L
(D PROPOSED 6" CURB P[R DETAIL DWG. NO. SDRSD G-1
8 PROPOSED 6" CURB AND GUTTER PER DETAIL DRAWING
NO. SDRSD G-2
G,, PROPOSED O" CURB OR CONCR[T[ HEADER P[R DRAWING
NO. SDRSD G-1
(t, FIR[ HYDRANT ASSEMBLY PER DWG. 479-5 AND
10' WA TfR EASEMENT (PR 14-03)
(I, PROPOSED VALET AREA
(i) PROPOSED PLANTING AREA PER LANDSCAPE PLAN
DRAWING NO. 479-5L
Q_i PROPOS[D STRIPING
(s PROPOSED RETAINING WALL SEE SHE[T S2.0, 56.6. 56.7
AT STRUCTURAL PLAN, SEE DRAWING NO. CB/3-2181
€ PEDESTRIAN CROSSING STRIPING PER LANDSCAPE PLAN
PER DRAWING NO. 479-5L .
@ PROPOSED SIDEWALK PER LANDSCAPE PLAN P[R
DRAWING NO. 479-5L
(ii, PROPOSED TRASH COMPACTOR PAD
@§; EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE
LINE TABLE
-, _l,J....., ,15,4,Jfv-N.Z.!l'26:53:'..;__ .A.£,._§-}
L4 62.20' S19'23'08"[ 6'\ G-1
L5 9.94' NJ7'49'27"W 6", G-1
L6 1.01' N70'38'06"E 6", G-1
L7 72.47' S19'19'55"E 6" ' G-1
LB 20.09' N19'20'16"W 6", G-1
L9 29.33' N70'39'44"E 6", G-1
LIO 64.11' N47'30'54"E 6", G-1
L11 11.77' S88'15'01 "E 6" ' G-1
L/2 10.23' S19'00'06"E 6" ' G-1
L/3 16.30' S88'24'24"E 6", G-1
L/4 4.04' N19'00'51"W 6", G-1
L/5 17.53' N70'36'31"E 6", G-1
L/6 7Ji2' _ NJ.9'/6'57"W 6",_G:J.
[17 7.05' S49~07'i'.f'W'. '6", G-1
1--=L"-'18'--+--'-'9_"'5""3•'--+-N"'1""9'-"·2"-o.!..·1 3"-•-"w-+-"6.;.",-'G---1-"'l--&
L19 15.44' 549·47'41"w 6", G-1
L20 11.58' N19'20'13"W 6", G-1
L22 16.Q.9.' S50'39'49''W _6", G-1
(' [23 '-18'.oJ' N19'23'29·•,w ' ~ a--:.1,_ f C. L21 39.oo· N10·35•31"E o", G-1 L. m
'-.A,~ .~rz. s.1A. ,1:1.19~t6 • 0.1::...w _,."'.A,_ k 1
L26 18.52' N19'16'57"W 6", G-1
L27 6.85' N19'20'13"W 6", G-1
L29 16.99' N70'39'J5"E 6", G-1 ) '.'.['
L30 7.14' N19'07'09"W 6", G-1 l,h:-,
L31 17.02' N70'39'35"E 6", G-1
L32 26.78' S19'20'25"[ 0", G-1 ~
. LJ3 _,,__J5.Q2' .,1 SlJ:IOi/0".W. "--§), G,.J_ .r
L34 iJ.87' S19'13'33"W 6", G-1
L35 9.12' N89'35'00"W 6", G-1
L36 15.73' N19'13'33"E 6", G-1
LJ7 22.64' S19'23'08"[ 6", G-1
L38 15.02' N78'34'59"E 6", G-1
L39 14.96' S88'15'53"W 6", G-1
L40 4.64' S00'57'10"W 6", G-1
L41 2.00' S89'02'50"[ 6", G-1
L42 59.90' N19'20'25"W 6", G-1
L43 24.11' S19'23'08"E 6", G-1
L44 1.11' N89'02'5o"w 6", G-1
L45 15.93' N19'49'07"W 6", G-1
L46 9.41' S89'31'22"E 6", G-1
L47 13.77' N19'49'07''w 6", G-1
L48 1.05' S89'35'08"[ 6", G-1
\ . 'v'~,✓-~iMrJ'lL ·r1,
¥»~ J 1 • 7/rr /ZIJI-J
RCES°f(J/J4 EXP. 6ijD/2-0(9 DATE
' INSPECTOR DATE
1----+---+-----------:---c-r--r---i---i---,-,-----i I SH7EET I CITY OF CARLS BAD ( SH~~TS' ENGINEERING DEPARTMENT . ~"
~G~R~AD~IN~G~Pi;iLANffi~S~F~O~R:~-::::::::::::::=::::::::::::::::::::::==~P,~•p·.,;t;7'
6 .:s
:s
REPLACES SHEET ORIG/NALLY SIGNED 4/28/14
REVISED 0R0P-0ff AREA & CURBS DUE TO
HARDSCAPE AND WALKWAY CHANGES
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
DWN BY: HU
CHKD BY: Jt,l<-
RVWD BY: .11,I2,
PROJECT NO.
SDP 09-04
DRAWING NO.
479-SA
CX) .,.
D
Q)
"' 0 C:
CL
032//7
\
CURVE
G73
C74
{>,15
C76
C77
-
&
c1i 24_a9•
l
[lJ
I
LIM/ TS OF WORK
~ST LIGHT
EX. BUILDING
UN[
SEE SHEET 7
CURVE TABLE CONT'D
LENGTH RADIUS DELTA CURB TYPE
2.40' 2.00' 68'44'48" 6", G-1
1.62' 1.0Q' 92'34'37" 6", G-1 -
1.51'" Yoo'' \86')6'3iJV -...,f', 'f}-1"'-"" >~ -
10.00' 30.00' 19'05'55" o'-6", TRANS.
10.00' 30.00' 19'05'55" o'-6", TRANS.
~ . _,A._A, • .,1~, ·--
LOT LINE
EX. BUILDING
LINE
18.00'
[X. CUR
·1/
'---
'
18.00'
0
0
SB5"35'12"W
: i
' i
: i I.·'
·-LOT LIN[
327.67'
CURB
S[[ SH[[T 9
FOR CURB DA TA
EX. BUILDING
LIN[
-------------
r
18.00'
.,-
Hofman
Planning & Engineering
3
I -
I'/, IN (
0"' ✓
No. C59064
Exp. 6/30/15
3156 Lionshead Avenue, Suite 1 , _1 , /.
Carlsbad, CA 92010 b_::2_~~~~~-~l >-t 081 2P I civi1..
(760) 692-4100 www.hofmanplanning.com HAIXIN LI, PE DATE
LIN[ TABLE
LIN[ LENGTH BEARING CURB TYPE LINE
L1 11.93' S68'51'30"[ 6", G-1 L94
L2 1.8J' S00'36'27"[ 6", G-1 L95
LJ 31.92' S69'51'00"[ 6", G-1 L96
L4 19.51' S68'51'JO"[ 6", G-1 L97
L5 11.34' N00'10'29"W 6", G-1 L98
L6 J0.04' N71'15'J1"E 6", G-1 L99
L/00 I 8 0.59' S00'25'5J "W 6", 1]-1 l L9 49.oo· S89'J5'oa"r o", G-1
L101
L/02
L103
L11 4.58' S0074'28"W-6", G-1 L104
L12 31.43' N69'56'08"W 6", G-1 L105
LINE TABLE CONrD
LENGTH BEARING
8.76' N20'09'00"[
6.28' S69'51'QO"E
8.77' S20'09'00"W
6.28' N69'43'41"W
8.76' N20'09'QQ"[
6.28' S69'5J'OO"E
8.77' S20'09'00"W
6.28' N69'43'41"W
8.76' N20'09'00"E
6.28' S69'5J'OO"E
8.77' s20·09'oo"w
6.28' N69'43'41"W
CURB TYPE
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6" ' G-1
6", G-1
6" ' G-1
6" ' G-1
6" ' G-1
6" ' G-1
6" ' G-1
CONSTRUCTION NOTES:
(1_) PROPOS[D 4" AG PAVEMENT OVER 6" AB
G_) PROPOSED PAVERS PER LANDSCAPE PLAN
DRAWING NO. 479-5L
G) PROPOSED 6" CURB PER DEATAIL DWG. NO. SDRSD G-1
0 PROP. 6" CURB & GUTTER PER DWG. NO. SDRSD G-2
(B PROPOSED o" CURB OR CONCRETE HEADER PER
DWG. SDRSD G-1
(0 PROPOSED J' CONCRETE RIBBON GUTTER, SEE (7\
L13 1.42' S00'18'58"W 6", G-1 . ~1.0.6~ ,,.1!. Z6-'... -N Zfl'0.£1/Q::li:.~ ,Ii. ".-1<::;.L.. DETAIL 7 ON SHEET 22 \.!!)
L14 21.46' 568'51'30"[ 6", G-1
L15 3.21' 500'01'13"[ 6", G-1
L16 16.85' S71'18'3J"W 6", G-1
L17 19.00' N00'02'23"W 6", G-1
LIB 14.82' N71'18'33"E 6", G-1
L19 2.10' N00'02'23"W 6", G-1
L20 21.38' 568"51 'JO"[ 6", G-1
L21 3.29' S00'06'00"W 6", G-1
L22 31.90' S69'48'38"[ 6", G-1
L23 0.25' soo·11·02"w 6", G-1
L24 14.30' S70'46'17"W 6", G-1
L25 9.37' S70"46'17"W 6", G-1
,rC2 \1T.JE1""-r/i/00TI6'-f3"[,--6'';vGc:,,i--... ll..
( L27 5.50' S89'J5'08"E 6", G-1 ~_a,:,
~t'2[J.,\ 1!i.J0'A ,i,70'//'14,"[ ,, §', g-1 ~ J
L29 9.57' N00'05'49''W 6", G-1
LJO 17.28' 570'11'14"[ 6", G-1
L31 15.05' N70'45'J8"[ 6", G-1
L32 11.00' SOO'Q6'43"W 6", G-1
LJJ 12.72' N70'45'38"E 6", G-1
L34 1. 76' N00'06'43"E 6", G-1
L35 13.23' S89'35'08"E 6", G-2
L36 15.41' S69'48'38"[ 6", G-1
L37 9.32' N00'06'00"E 6", G-1
L38 17. 60' S69'48'J8"[ 6", G-1
L39 2.99' N00'06'00"[ 6", G-1
L40 31.00' S89'J5'08"[ 6", G-2
L41 4.84' N00'06'oo"[ 6", G-1
L42 17.43' S70'56'46"W 6", G-1
L43 9.83' 500'01'13"[ 6", G-1
L44 15.74' S70'56'46"W 6", G-1
L45 3.63' N00'06'oo"E 6", G-1
L46 31.J5' 589'35'08"[ 6", G-2
L47 2.40' N00'01'13"W 6", G-1
L48 14.72' S69'40'1J"E 6", G-1
L49 9.17' N00'12'07"E 6", G-1
L50 17.00' S69'40'13"E 6", G-1
L51 2.63' Noo·o1•13"w 6", c-1
L52 20.84' S89'35'08"E 6", G-2
L53 29.50' N71'01'27"E 6", G-1
L54 7.44' soo·47'49"w 6", G-1
L55 14.20' N89'35'08"W 6", G-1
L56 21.24.:_ S89'35'08"E_. §", G-1
( L57 v13'6o'Y 500'24'5i'w V 61', G¥'/) ti,. l L58 42.50' S89'35'08"E 6", G-1 ) ill
--.__L5~,._ ~¼05.;5£.., '\NQ0'06~40::£,t AO~.\Ji::,
L60 115.02' S00'06'43"W O", G-1
L61 15.25' S00'24'52"W 6", G-1
L62 15.25' S00'24'52"W 6", G-1
L63 15.50' soo·24'52"w 6", G-1
L64 15.50' S00'24'52"W 6", G-1
L65 15.00' S00'24'52"W 6", G-1
L66 1.37' S89'35'08"E 6", G-1
rt6'T "IW@'~ /i/0o·ooviJ''f>'"' ""'yi ', G;--2,..._
( L68 181.66' N89'35'08"W 6", G-2 -( &
L§~ ,13,QOA... NQQ.'21/'5.2::&A./\6/.'~l
L70 1.49' S00'06'4J"W 6", G-1
L71 14.95' N69"42'2J"W 6", G-1
( L72 9.47' S00'19'59"W 6", G-1 fil rC73. J 7. 64'-"N6!1'42'2J" 6 ",vc::v·7
(' L74 211.22' N89'35'08"W 6", G-1 &
l. L75 67.75' S89'35'08"E 6", G-1 "' (
'._J.-71/. _.,.,..12..9.a· /, s39·3s:oa:E ·"-6;~ G.,,2 r (_
L77 8. 73' S76'12'74"{ 6", G-1
L78 8.49' 569'12'12"[ 6", G-1
L79 9.71' S00'18'02"W 6", G-1
L80 12.39' N69'15'12"W 6", G-1
L81 0.77' N00'28'19"W 6", G-1 t)\
L85 6.28' N69'43'41"W 6", G-1
L90 8.76' N20'09'00"E 6", G-1
L82 6.87' S89'25'29"E 6", G-1 ~
LBJ 6.28' 569'5/'00"E 6", G-1 .. (
L84 8. 77' S20'09'00"W 6", G-1 -
L86 8.76' N20'09'00"E 6", G-1 tJ\
L87 6.28' 569'51 'OO"E 6", G-1 (
L88 8.77' S20'09'00"W 6", G-1 z
L89 6.28' N69'4J'41"W 6", G-1
L91 6.28' S69'51'00"E 6", G-1 T
L92 8. 77' S20'09'00"W 6", G-1 ',
L/07 3.31'
L108 9.11'
L109 3.15'
L/10 20.45'
CURVE LENGTH
Cl 10.86'
C2 12.04'
CJ 5.96'
C4 5.80'
C5 3.47'
C6 15.46'
C7 9.59'
CB J.74'
C9 5.72'
C10 15.47'
C11 9.67'
C12 5.74'
C13 3.68'
C14 15.52'
C15 9.61'
G16 3.73'
C17 5.69'
C18 15.52'
C19 9.63'
C20 5.76'
C21 J.65'
G22 19.60'
C23 4.91'
G24 12.11'
C25 3.70'
C26 9.54
C27 12.97'
C28 19.80'
C29 12.74'
CJO 5.68'
CJ/ 3.83'
C32 5.73'
C33 4.73'
C34 4.70'
CJ5 3.70'
C36 3.66'
C37 4.73'
C38 4.70'
C39 5.76'
C40 5.72'
C41 4.73'
C42 4.69'
C43 3.72'
C44 J.65'
C45 7.89'
C46 14.67'
C47 6.07'
C48 5.75'
C49 15.64'
C50 12.20·
C51 4.75'
C52 15.71'
-e5n ~.13Y'
C54 78.46'
C5!;; A..8,Ji4'"
C56 7.85'
C57 4.71'
C58 15.66'
C59 15. 76'
C60 15. 7£_-
· C61 5.77' ,
C62 3.67'
G63 15.17'
. .(61. A7.16-'.,.
,,e65'--7,5.73V
C66 17.71'
C67 144.35'
C68 14.61'
C69 6.96'
C70 7.25'
C71 7.25'
N00'06'4J"E £5', G-1
NOO'J 7'33"[ 6" ' G-1
589'40'01 "E 6", G-1
S78'18'46"W 6", G-1
CURVE TABLE
RADIUS DELTA CURB TYPE
8.00' 77·44'43" 6", G-1
178.00' 3'52'36" 6", G-1
5.00' 68'15'02" 6" . G-1
3.oo· 110'45'27" 6" ' G-1
2.00' 99·22'12" 6" ' G-1
8.00' 110'42'37" 6" ' G-1
8.00' 68'41'01" 6" ' G-1
3.00' 71'26'00" 6", G-1
3.00' 109'10'22" 6" ' G-1
8.00' 110·49'32" 6" ' G-1
8.00' 69'15'58" 6" ' G-1
3.00' 109'39'23" 6" ' G-1
3.00' 70'15'07" 6", G-1
8.00' 111·10'53" 6" ' G-1
8.00' 68'50'17" 6" ' G-1
3.00' 71 '19'46" 6", G-1
3.00' 108'39'04" 6", G-1
8.00' 111'10'15" 6" ' G-1
8.00' 68'57'30" 6" ' G-1
3.00' 110·05'22" 6" ' G-1
3.00' 69'46'53" 6" ' G-1
10.01' 112'10'13" 6" ' G-1
12.62' 22'18'02" 6", G-1
10.00' 69'23'14" 6", G-1
3.00' 70'35'14" 6" . G-1
5.00' 109'20'27" 6", G-1
8.00' 92'54'13" 6", G-1
192.00' 5·54'34" 6", G-1
8.00' 91'14'38" 6" ' G-1
3.00' 108'32'05" 6" ' G-1
3.00' 73'13'39" 6", G-1
3.00' 109'21'05" 6", G-1
3.00' 90'18'09" 6" ' G-1
3.00' 89'41'08" 6", G-1
3.00' 70'39'38" 6", G-1
3.oo' 69'54'37" 6" , G-1
3.00' 90'18'52" 6" ' G-1
3.00' 89'41'08" 6", G-1
3.00' 110'05'23" 6" ' G-1
3.00' 109'09'14" 6" ' G-1
3.00' 90'18'52" 6", G-1
3.00' 89'33'55" 6", G-1
3.00' 70'57'59" 6" ' G-1
3.00' 69'39'00" 6" ' G-1
5.00' 90'26'05" 6", G-1
10.00' 84'03'50" 6", G-1
3.00' 115'51'06" 6" ' G-1
3.00' 109'46'22" 6", G-1
10.00· 89'37'04" 6" ' G-1
10.00' 69'55'20" 6" ' G-1
3.00' 90'41'14" 6", G-1
10.00' 90'00'00" 6", G-1
,, 5:0IJ'y ~90'00'06"> ~!!",G~
54.00' 83'15'00" 6", G-1 J
2'75/\ L80'00:.0ct:1 §" ~ ~-1 A J
2.50' -180'00'00" 6" ' G-1
J.oo· 90·00·00" 6" ' G-1
10.00' 89'41'51" 6", G-1
10.00' 90'18'09" 6" ' G-1
10.QO'. . 90:ao·oo" 6" ' G-1
.too' .... i10•10'54"' 6~ G>'1 l....
3.00' 69'59'56" 6" ' G-1 " 10.00· 86'54'26" 6" ' G-1 -'(
<l5Q,.OO/' ·-2:(8 'J§" ~ ,.£,,-.0-2.:r
'vf/h;rf',. -g-0·06'09"·-6 Y G-1---:i..._
30.00' 33·49•01" 6" ' G-1 ./
78.00' 109'42'16" a", G-1 " 30.00' 27'54'07" 6" G-1 ' '
380.00' 01'02'58" o" ' G-1 "'(
3.00' 138'22'30" 6" ' G-1 " 3.00' 13a·22'Jo" 6" ' G-1 ,J
G) FIRE HYDRANT ASSEMBLY LER DWG. 479-5 AND
10' WATER EASEMENT (PR 14-03)
® PROPOSED VAL[T AREA
0) PROPOSED PLANTING AREA PER LANDSCAPE PLAN P[R
DRAWING NO. 479-5L
@ PROPOSED STRIPING
@ PROPOSED VEGETATED BIO-SWALE PER SWMP, W
SEE DETAIL 1 ON SHEET 22 \.!!)
@ PEDESTRIAN CROSSING STRIPING PER LANDSCAPE PLAN
DRAWING NO. 479-5L
@ PROPOSED SIDEWALK PER LANDSCAPE PLAN PER
DRAWING NO. 479-5L
@ PROPOSED WHEEL STOP AT O" CURB
@GRIND AND/OR OVERLAY EXISTING PAVEMENT, (8'\
SEE DETAIL 8 ON SHEET 22 \.!!)
@EXISTING FH TO REMAIN, PROTECT IN PLACE
@EXISTING SD MANHOLE TO REMAIN, PROTECT
IN PLACE
@EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE,
ADJUST TOP TO FG/FS
@) ROOF DRAIN, CONNECT TO PLANTER AREA THROUGH
POP-UP EMITTERS
@) EXISTING GA TE VALVE TO REMAIN, PROTECT IN PLACE
ADJUST LID TO GRADE
@ EXISTING INLET BOX TO REMAIN, MODIFY CURB INLET (F'\
TO A GRATE INLET WITH TYPE G GRATE PER DETAIL \J!7
SDRSD D-15, SEE DETAIL F ON SHEET 16
@) PROPOSED BOLLARD PER LANDSCAPE PLAN
DRAWING NO. 479-5L
@ EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE,
CONTRACTOR TO MAKE ADJUSTMENT TO
AVOID ANY CONFLICT WITH NEW CURB
@) EXISTING SIGNAGES TO REMAIN, PROTECT IN PLACE
@) PROPOSED PEDESTRIAN RAMP PER SDRSD G-27
@ PROPOSED FLOW THROUGH PLANTER, SEE (10'\
DETAIL 10 ON SHEET 22 \.!!)
@ PROPOSED TREE WELL PER LANDSCAPE PLAN
DRAWING NO. 479-5L
@ PROPOSED STOP SIGN PER DETAIL DRAWING
NO. MUTCD R1-1
0 Io' 2D' 4C'
SCALE
I" ~ 20'
"AS BUILT"
1,/4),~t,~ I 711.r/;,,,1.r
RCtrt~{:, 'f EXP, 1/1o/i,.,t? DATE
80
_,,, ,1'9J-,--6,2B'-.,-N.li9 '43'4i"iw r"'ti'',oA',.-. ,~ \ C72A ./'-2. 4It-... ...r2. 00.A. _ 68'46•'fi£A 6" 0-1 r' ~ <t..' ---'--· L94 49.00' N89'J5'08"W O", G-1 ) INSPECTOR DATE,,... < '\/V\.._,i '-A. _,) ,,_,,L_A.....,A_.../ .
t------1t----+-----------+---1------1----l---1 I SH8EET I CITY OF CARLSBAD / SH[~];5-
~~~7ii:iNE~N~G~IN~E~E=Rl=N=G=D=E=P=AR=T=M=E=NT==~~-~2~-~~)\,
DATE INITIAL
R[WSED DROP-OFF AREA. & CURBS OU[ TO
HAROSCAP£ ANO WALKWAY CHANGES
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
!GRADING PLANS FOR:
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
JASON S.
ENGINEERING, AN AGER PE 63912 EXPIRES 9 30 1 t,
OWN BY: HLI
CHKD BY: ..)~.
RVWD BY: :.ut.
PROJECT NO.
SDP 09-04
GELDERT
12,l•(• /1{
DATE
DRAWING NO.
479-SA
-----------·---,
N ,n
0
~
'
T -0
N
" 032117 co
0 : ',,
0
en s v
CJ
I
CJJ
f({'ll; 1 !, ,,uLt'i i ,;
0
I
Q_ c-u: u_ s
/ u,
C
v
0 ,
en
" ' u ' V L
c_
/ m
~ V m
I
C
0
rl
/
0,
C
>
0 , _
·c
/ -" ::n
0..
TI ! u
·e ~ m
V
' s !
/ ' ' m
u
V
G
Q_
0,
C
L
0 ~ C
O'
C w
/
2
Q)
fjj
w
:I:
ti)
w w
ti)
LINE
L1
L2
L3
L4
L5
L6
L7
LB
L9
LIO
L11
L/2
L13
L/4
L/5
L/6
L/7
LIB
L/9
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
cl
SEE SHEET
LIN£ TABLE
LENGTH BEARING
1. 16' N00'17'33"E
16.93' N71'03'03"E
9.50' N00'/ 7'33"£
15.72' N71 '03'0J"E
21.49' N70'43'23"£
9.31' N00'33'38"E
14.85' 569'55'2/"E
9.55' N00'33'38"£
17.13' 569'55'21 "£
21.25' N70'43'23"£
30.42' S69'42'36"W
21.27' N70'43'23"E
8.35' 500'36'21 "W
14.84' S70'07'29"E
9,55' N00'36'21"E
16,96' N70'00'36"W
0.12' N00'36'21 "E
20.87' N70'43'23"E
32.16' N69'03'39"E
1. 75' S00'28'09"W
21.24' N70'43'23"E
9.44' S00'23'35"W
14.92' S69'27'29"E
9.55' N00'10'06"E
17.08' 569'27'29"£
0.82' N00'23'35"E
4.49' N00'44'42"£
21.29' N70'43'23"£
0.44' S00'44'42"W
32.07' S70'02'40"W
10.66' N70'43'2J"E
LINE TABLE CON'D
CURB TYPE LINE LENGTH BEARING
6", G-1 L32 7.84' N71 '23'03"E
6" ' G-1 L33 11.12' soo·34'1o"w
6", G-1 L34 14.86' S69"43'54"£
6" ' G-1 L35 9.56' N00'34'10"E
6" ' G-1 L36 17.01' N69'43'54"W
6" ' G-1 L37 5.66' N00'34'10"E
6" ' G-1 L38 4.63' N00'3J'38"E
6", G-1 L39 0.42' N00'36'21"£
6", G-1 L40 4.37' S00'20'50"W
6", G-1 L41 28.55' N52'53'01 "E
6" ' G-1 L42 21.98' N00'34'39"E
6", G-1 L43 15.40' S69'25'37"E
6", G-1 L44 28.68' N00'34'39"E
6", G-1 L45 17.72' N69'25'J7"W
6" ' G-1 L46 32.72' N70'42'31 "E
6", G-1 L47 17.19' S70'38'06"W
6", G-1 L48 14.84' S69'25'37"E
6", G-1 L49 9.65' N00'29'38"E
6", G-1 L50 17.79' S69'25'37"E
6", G-1 L51 3.45' N00'23'35"E
6", G-1 L52 10.59' S70'38'06"W
6" ' G-1 L53 3.90' s00·33'3o"w
6" . G-1 L54 31.68' N70'42'31 "E
6" ' G-1 L55 7.02' S00'28'09"E
6" ' G-1 L56 16.90' S70'38'06"W
6" , G-1 157 2.27' S00'28'09"£
6", G-1 L58 14.65' 570'02'13"£
6", G-1 L59 18.16' N70'38'06"E
6", G-1 L60 7.10' 500'20'31 "W
6", G-1 L61 14.60' S70'02'13"£
6", G-1 L62 9.54' N00"36'21 "E
LINE TABLE CON'O
CURB TYPE LINE LENGTH BEARING CURB TYPE
6", G-1 L63 31.55' N70'43'37"E 6", G-1
6", G-1 L64 3.16' SOO'J0'58"W 6", G-1
6", G-1 L65 31.56' S70'38'06"W G-2
6" . G-1 L66 3.21' S00'30'58"W 6" , G-1
6", G-1 L67 14,96' N69'42'23''W 6" , G-1
6", G-1 L68 9.74' soo·4o•orw 6" ' G-1
6" ' G-1 L69 16.97' N69'42'23"W 6" ' G-1
6", G-1 L70 5.50' N00'40'07"E 6" ' G-1
6", G-1 L71 9.84' S70'38'06"W G-2
6", G-1 L72 5.44' S00'39'07"E 6", G-1
6" ' G-1 L73 32.42' N70'43'37"E 6" , G-1
6", G-1 L74 6.20' S00'39'07"E 6", G-1
6", G-1 L75 2.81' N00'17'33"E 6", G-1
6", G-1 L76 45.96' N19'21'54"W 6" ' G-1
6" ' G-1 L77 31.28' N19'21 '54"W 6" ' G-1
G-2 L78 297.71' S70'38'06"W 6" , G-1
6", G-1 L79 15.49' S37'06'59"£ 6" , G-1
6", G-1 L80 54.00' N52'53'01 "E 6", G-1
6", G-1 L81 NOT USED
6" ' G-1 L82 NOT USED
G-2 L83 12.39' N00'/8'42"£ 6" , G-1
6", G-1 L84 8.58' S70'27'55"W 6" ' G-1
6", G-1 L85 12.59' S00'28'09"W 6" , G-1
6", G-1 L86 145,30' N00'28'43"E Q"
' G-1
G-2 L87 145.52' soo·23'43''W o", G-1
6", G-1 L88 15.68' N37'06'59"W 6" ' G-1
6", G-1 L89 1.00' N30'10'48"E 6" ' G-1
G-2 L90 18.96' S89'25'21 "E 6", G-1
6", G-1
6", G-1
6", G-1
\
------
!/' ;-, ./ ' ,, '/ . •' >!"'. / ,' ~ / / ,· ; /// / / / / ./ / ,/ ~ , /·. / /////// '//, ,_///,, /
CURVE TABLE CON'T
/. //; ..-// Y<.>; /1;~,:;//''./l,}·i, . -· / / • / , , ,/ / / . , / ., ,,l / ,/ /~ /-/ ~ __ ,, '
CURVE TABLE CON'T
CURVE LENGTH RADIUS DELTA CURB TYPE CURVE LENGTH RADIUS DELTA CURB TYPE
C35 22.92' 25.00' 52'32'11" 6", G-1 C54 5.75' 3.00' 109'47'21" 6", G-1
C36 6.69' J.00' 127'41 '38" 6", G-1 C55 J.67' 3.00' 70'07'08" 6", G-1
C37 5.76' 3.00' 109'59'44" 6" ' G-1 C56 5.75' 3.00' 109'52'52" 6", G-1
CJ8 5.77' 3.00' 110·12·10" 6" ' G-1 C57 3.68' 3.00' 70'12'39" 6", G-1
', C39 18.25' 15.00' 69'43'25" 6", G-1 C58 3.68' 3.00' 70'22'30" 6" , G-1
C40 15.33' 8.00' 109'45'29" 6" ' G-1 C59 12.21' 10.00' 69'57'59" 6" , G-1
C41 3.68' 3.00' 70'18'56" 6", G-1 C60 28.46' 15.00' 108'42'47" 6" , G-1
C42 3.66' J.oo' 69'49'/2" 6" ' G-1 C61 5.81' 3.00' 110'56'44" 6" , G-1
C43 12.26' 10.00' 70"14 '31" 6", G-1 C62 5.69' 3.00' 108'37'35" 6" ' G-1
C44 28.78' 15.00' 109'55'24" 6'' ' G-1 C63 20.74' 15.00' 79'14'03" G-2
C45 5.76' 3.00' 110·00•52" 6" ' G-1 C64 13.22' 350.00' 2·09'49" 6", G-1
C46 5.70' 3.00' 108'49'20" 6", G-1 C65 17.37' 10.00' 99·32'21" 6" ' G-1
C47 12.41' 10.00' 71 '06'15" 6", G-1 C66 3.69' 3.00' 70'26'04" 6", G-1
C48 19.01' 10.00' 108'53'45" 6" ' G-1 C67 14.15' 10.00' 81'03'30" 6", G-1
C49 3.73' 3.00' 71'10'40" 6" ' G-1 C68 31.42' 20.00' 90'00'00" 6" ' G-1
C50 NOT USED C69 29.14' 130.00' 12'50'35" 6" ' G-1
C51 NOT USED C70 4.46' 3.00' 85"05'30" 6", G-1
C52 19.15' 10.00' 109'42'25" 6" ' G-1 C71 5.87' 5.00' 67'17'48" 6" ' G-1
C53 5.74' 3.00' 109'37'16" 6", G-1 C72 5.27' 5.00' 60'23'51" 6", G-1
:'; ,,·.:E·:"' -L +i¼-*ci!·,-•. , ,,::,,,::. i}:'i,,, __ _ ...
I
• ' ' "EXISTING SD MANHOL
ALREADY ABANDON£
r;::·
.
'
/
/
i
-
" ' . ---."--,,.
I
0
~
~
0
EX. CURB INLET
TO BE ADJUSTED
TO tlT NEW CURB
..
t"/ ! ,. -
~
~
EX. CURB~
r _ __..--~ END OF C
MATCH EX.
..
SOP 09-04 BOUNDARY
.---\~. WAA@)
t
~\
I ~ I
~ ~
I ~
SOP 09-04
BOUNDARY
.
.-;'-, ;;: . . -
10 • · e • " C
NS R N 0 TES:
Q)PROPOSED 4" AC PAVEMENT OVER 6" AB
(ijPROPOSEO PAVERS PER LANDSCAPE PLAN DWG. NO. 479-5L
/
( (i)PROPOSEO 6" CURB PER DETAIL DWG. NO. SORSD G-1
,(D PROPOSED 6" CURB & GUTTER PER DWG. NO SDRSD G-2
1 / (j_) PROPOSED J' CONCRETE RIBBON GUTTER SEE DETAIL (Ji)
I I Ci) FIRE HYDRANT ASSEMBLY PER DWG. 479-5 AND 10'
WATER EASEMENT (PR 14-03)
(D PROPOSED PLANTING AREA PER LANDSCAPE PLAN
( ORA WING NO. 479-5L \ '@ PROPOSED STRIPING
\
@ PROPOSED VEGETATED BIO-SWALE PER SWMP SEE DETAIL@
@ PROPOSED RETAINING WALL PER BLOG. PERMIT NO. CB 13-2181,
\ SEE SHEET S2.0, S6.6, 56.7 AT STRUCTURAL PLANS
\ @ PEDESTRIAN CROSSSING STRIPING PER LANDSCAPE PLAN
\\ ORA WING NO. 479-5L
@_) PROPOSED SIDEWALK PER LANDSCAPE PLAN
ORA WING NO. 479-5L
0 @ PROPOSED WHEEL STOP AT O' CURB ..... fjj ~ PROPOSED TRASH COMPACTER PAO
W (~ EXISTING CURB TO REMAIN, PROTECT IN PLACE
ij5 1 (E_: GRIND ANO/OR OVERLAY EXISTING PAVEMENT®
~ / @ EXISTING RETAINING WALL TO REMAIN, PROTECT IN PLACE
/ ti) j@ EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE
/ / @ EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE,
/ ADJUST TOP TO FG/FS
~ / (ii) ROOF DRAIN, CONNECT TO PLANTER AREA THRU POP-UP EMITTERS I
I
I
I
, @., EXISTING GA TE VALVE TO REMAIN, PROTECT IN PLACE
ADJUST LID TO GRADE
(ii, EXISTING INLET BOX TO REMAIN, MODIFY CURB INLET@
TO A GRAT£ INLET WITH TYPE G GRATE PER DETAIL ~
SORSO D-15, SE£ DETAIL G ON SHEET 17
~ -...., @_ EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE
I
@_; EXISTING STAIRS TO REMAIN, PROTECT IN PLACE
CURVE TABLE
CURVE LENGTH RADIUS DEL TA
Cl 9.31' 8.00' 66'42'24"
C2 19.40' 192.00' 5'47'20"
CJ 14.83' 8.00' 106'14'35"
C4 J.70' 3.00' 70'45'30"
C5 4.26' 2.00' 122'04'51"
C6 11.21' 8.00' 80'16'45"
Cl 15.34' 8.00' 109'50'15"
ca 5.73' 3.00' 109'31'01"
C9 3.16' 3.00' 60'21'59"
C/0 12.20' 10.00' 69'54'17"
C11 19.09' 10.00' 109'21'39"
C12
CURB TYPE
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6" ' G-1
6" ' G-1
6", G-1
6", G-1
6" ' G-1
6", G-1
6", G-1 ., -•/
"it
6.03'
C/3 9.67'
C/4 9.79'
C15 15.34'
C/6 5.72'
5.00' 69'06'15"
5.00' 110'51'02"
8.00' 10·01'02"
8.00' 109'52'58"
3.00' 109'16'10"
6" G-1 ' 6" G-1 ' 6", G-1
6", G-1 -::~"--: <t
C17 3.70' J. oo' 10·35'57" 6" ' G-1
C18 9.81' 8.00' 70'15'14" 6", G-1
C19 12.60' 8.00' 90'16'15" 6" ' G-1
C20 3.07' 2.00' 88"04'01" 6" , G-1
C21 5.83' 3.00' 111'24'30" 6", G-1
C22 9.82' 8.00' 70'19'48" 6" ' G-1
C23 15.31' 8. oo' 109·40•12" 6" ' G-1
C24 5.77' 3.00' 110'08'56" 6" ' G-1
C25 3.66' J.00' 69'51'04" 6" ' G-1
C26 9.77' a. oo· 59·53'41" 6" ' G-1
C27 15.36' 8.00' 110'01'19" 6", G-1
C28 3.63' J. oo· 69'17'59" 6", G-1
C29 5.80' 3.00' 110·42'01" 6" , G-1
C30 9.80' 8.00' 70'09'13" 6", G-1
C31 19.06' 10.00' 109'11'07" 6", G-1
C32 5.74' 3.00' 109'41'57" 6" ' G-1
C33 3.68' 3.00' 70'18'03" 6", G-1
CJ4 3.65' 3.00' 69'46'27" 6", G-1
11 AS BUILT"
1 ~ ·· ... ,.· . ' .. :, -~ -.......... ~,c .,_ .~----
40'
\.,,<'> 6\-o~ l , 7/1s-/2.o1s
RCES? o6f EXP, 6/Jo/2-1/'/ DATE CONSTRUCT/ON NOTES CON'T:
@ EXISTING STREET SIGN TO REMAIN, PROTECT IN PLACE
@PROPOSED PEDESTRIAN RAMP PER DETAIL DRAWING NO. SORSO G-27
® PROPOSED FLOW THROUGH P~ANTER ,SE£ DETAIL 10 ON SHEET 22 ®
@) PROPOSED PEDESTRIAN RAMP PER DETAIL 13 ON SHEET 22(ID
@) PROPOSED PEDESTRIAN RAMP PER DETAIL 14 ON SHEET 22 @
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
CONSTRUCTION NOTES CON'T:
0_,, EXISTING STREET SIGN TO BE REMOVEO/RELOCA TEO
@_, PROPOSED STOP SIGN PER DETAIL DWG. NO. MUTCD R1-1
@PROPOSED J'X/0' TRUNCATED DOM£ PER SDRSO G-30
~.---y-,v-,,,..-.\/", -
~~ED SWALE &
HAIXIN LI, PE DATE
.,_ \ '1-1 N <
!::} ~ /
~ No. C59064
Exp .. 6/30/15
c1v11.-' '
0
SCALE ----· -~-·" = 20·
)
INSPECTOR
l---+---+-------------+---+---1--+-----11 SH9EET I CITY OF CARLSBAD I SHEE):S ENGINEERING DEPARTMENT , 2E · ·
~G;;R~AD~IN~G,.::;PLAN;:::;::;~S:::F~O~R;:: :::::::::::::::::::::::::=:==:::::::=::::!::;~~-;£::,_.,
/
ADD GRADED VEGETATED SWALE
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
JASON S. GELDERT 1z.,zlf ,/11
ENGINEERING M'ANAGER PE 63912 EXPIRES 9 30 10 DATE
DWN BY: HU
CHKD BY: .lc.l'-
RVWD BY: .l1.il-
PROJECT NO.
SDP 09-04
DRAWING NO.
479-SA
:L
')_
,i
J)'
iJ i s' ... ..-;
f: u: ~f·
(JC
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08 \0'17
0:JZ 117
01'1315
\
>: ":;, ,;i,:?~c:=BEGIN OF -
NEW CURB
MATC EX.
N 2010593. 30
E 6231887.83
\
@
WORK
SOP 09-04
BOUNDARY
/
I
/
! r-
/ .
®
CONSTRUCT/ON NOTES:
(~ EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE
,.--,.
~ EXISTING STREET SIGN TO REMAIN, PROTECT IN PLACE
(~ EXISTING CURB INLET TO REMAIN, PROTECT IN PLACE
@ PROPOSED PEDESTRIAN RAMP PERT DETAIL DRAWING
NO. SDRSD G-27
@ PROPOSED PEDESTRIAN RAMP, SEE DETAIL 13 (13\
ON SHEET 22 'C.!!J
CONSTRUCT/ON NO TES:
@J PROPOSED PEDESTRIAN RAMP, SEE DETAIL 14 Lill
ON SHEET 22 'C.!!J
@; EXISTING STREET SIGN TO BE REMOVED/RELOCATED
,-~ PROPOSED STOP SIGN PER DETAIL DRAWING NO. MUTCD R1-1 ,,,-:v,,rv-v-v--v-v-v--v----~,..--,..r,__ /.}..
( (:;j) PROPOSED GRADED VEGETA TEO SWACJJ Llc',.
'!.,A-"' IZ!!) PROPOSED NO LEFT TURN SIGN PER DETAIL DRAWING
NO . MUTCD R3-2
SCALE
1;;· ~ 20·
Hofman
Planning & Engineering
\
-.
\
\
\
3156 Lionshead Avenue, Suite 1 l · 'I '
Carlsbad, CA 92010 t;,<G~o)O• -J-----.l.,
(760) 692-4100 www.hofmanplanning.com HAIXIN L!, PE
\
LOT LINE
\
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: I ,
' I
: I i_
, I
i ' i ',
1'1-IN ( "<".,. /
No. C59064
Exp. 6/30/15
I 3/91/14 I CJV\\...
DATE
SOP 09-04
BOUNDARY \
'CJ
, I
LIMITS OF WORK
II
EX. {"DEWALf
I I
5.50'
' ,
\
\ 1,
I I , I , I
II
\
106.00±
CARIAGEWAY
I
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h p
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l ,. .•
CONSTRUCTION NOTES:
G PROPOSED 4" AC PAVEMENT OVER 6" AB
(i, PROPOSED 6" CURB PER DETAIL OWG. OET. NO. SORSO G-1
(iJ PROPOSED o" CURB OR CONCRETE HEADER PER DETAIL
DRAWING NO SDRSD G-1
(B PROPOSED 3' CONCRETE RIBBON GUTTER, W
SEE DETAIL 7 ON SHEET 22 'C.!!J
(9_; PROPOSED PLANTING AREA PER LANDSCAPE PLAN
DRAWING NO. 479-5L
@J PROPOSED STRIPING
@ PROPOSED VEGETA TEO BIO-SWALE PER SWMP, SEE (2\
DETAIL 2 ON SHEET 22 'C.!!)
@ PROPOSED PEDESTRIAN CROSSING STRIPING PER
LANDSCAPE PLAN ORA WING NO. 479-5L
@_) PROPOSED SIDEWALK PER LANDSCAPE PLAN ORA WING
NO. 479-5L
@ PROPOSED WHEEL STOP AT O' CURB
®! EXISTING CURB TO REMAIN, PROTECT IN PLACE
@GRIND AND/OR OVERLAY EXISTING PAVEMENT, SEE W
DETAIL 8 ON SHEET 22 ~
@ EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE
@) EXISTING GA TE VALVE TO REMAIN, PROTECT IN PLACE,
ADLUST LID TO FINISH GRADE
@ EXISTING INLET BOX TO REMAIN, MODIFY CURB INLET TOW
A GRATE INLET WITH TYPE G GRATE PER DETAIL SDRSD ~
D-15, SEE DETAIL H ON SHEET 19
CURVE TABLE
CURVE LENGTH RADIUS DEL Tij___
C4 3.79' 3.00' 72'26'20" 6", G-1
C5 5.63' 3.00' 107'33'40" 6", G-1
C6 10.92' 5.00' 125'08'06" 6", G-2
C7 35..56~ 214.50' 9'29'56" 6", G-2 . ca v 6. li;' ,,23s1Jo-... ··1· 33'513" 'd ··1r·, 1Jc"2"'•. f C9 15.74' 15.00' 60'06'41" 6", G-1 ))!\
·t(l0~_,,19.6_< A15.QO' ,,J5.;Q{!llif' -·~~-L,)
C11 4.69' 3.00' 89'31'32" 6", G-1
C12 35.43' 199.50' 10'10'33" 6", G-1
C13 5.76' 3.67' 90'00'00:.. _6",. G-1
_s;,14-v-5-:n,'--,r'j,ffv 89'49130" • 6", c-1 "J R\
:,_ C15 14.73' 37.50' 22'30'16" 6", G-1 '\L.:i,),,
..:c_1§.,,,.,,1Q.1.1;,.. ..,,,5.oo'/, •. 11_5;50'13;..,.,/,!!::, .... c-,,,1_r'
C/7 6.29' 5.00' 72'06'48" 6", G-1
C18 15.58' 5.00' 178'29'33" 6", G-1
C19 7.00' 3.00' 133'36'29" 6", G-1
C20 10.11' 5.00' 115'50'13" 6", G-1
C21 9.65' 5.00' 110'33'18" 6", G-1
C22 4.72' 4.00' 67'37'34" 6", G-1
C23 29.76' 178.23' 9'34'04" 6", G-1
C24 7.18' 4.00' 102'48'22" 6", G-1
C25 4.99' 4.00' 71'30'38" 6", G-1
C26 7.57' 4.00' 10829'22" 6", G-1
C27 22.70' 20.00' 65'01'53" 6", G-2
C28 101.10' 165.00' 35'06'30" 6", G-2
C29 19.12' 240.00' 4'33'50" 6", G-2
C30 15.71' 5.00' 180'00'00" 6", G-1
C31 86.73' 150.00' 33'07'41" 6", G-1
C32 25.15' 50.00' 28'49'22" 6", G-1
C33 16.07' 50.00' 18'25'13" 6", G-1
C34 41.50' 215.00' 11'03'38" 6", G-1
CJ5 80.95' 140.00' 33'07'41" 6", G-1
C36 4.53' 3.00' 86'32'26" 6", G-1
C37 3.72' 3.00' 71'04'46" 6", G-1
C38 14.54' 10.00' 83'19'22" 6", G-1
C39 2.08' 1.00' 119'03'26" 6", G-1
22.17' 217.00' 5'51'09" 6", G-1
3.Hv-,,..1,00~__,.--IB.0-'QJJ'OO:', ~ §~1~ -
(
( 19.49' 215.00' 5'11 40"., 6", G-1 &
C43 8.15' 37.50' 12'27'21" O", G-1
C44 7.36' 23.50' 17'57'57" 0", G-1
( C45 28.12' 23.50' 53·33'02" 6", G-1 t C46 4.31' 15.00' 16'27'30" 6", G-1
•~C47 7.30' 15.00' 27'51'55" O", G-1
\A.,..-'·"' ,-..i\AA --....., -" AS BUILT"
lz9-~~ frs/u;r.r.
RCES-ft/,C(-EXP. i,/Je/~()/9 DATE
REVJ \JED BY• /1 /J.
'lAA, I /J ( ;.M,,....:_, q/;ff4< .
INSPECTOR ' DATE
1----+--+--------------+---t---t-----'r--t W CIJNrJNE~!NG ~~~~~~AD. r~2~~
~G;RAD;:;:,:;;aJN,;;G~PLAN~;,:S~FO"'R:;::=========-Jzb'~'7
REPLACES SHEET ORIGINALLY SIGNED 4 28 14
RfVISED DROP-OFF AREA & CURBS DUE TO
HAROSCAPE AND WALKWAY CHANGES
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
WESTFIELD CARLSBAD PHASE ·1
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
d)...tf_/_, I JASGN S. GELDERT
<fNN f.l.Jl,M;(J.. (Z. 12.'I, /1/
ENGINEERING.MANAGER PE 63912 EXPIRES 9 30 1~ DATE
DWN BY: HLI
CHKD BY: J\...l't,
RVWD BY: .j ~!f.
PROJECT NO.
SDP 09-04
DRAWING NO.
479-SA
---,........---....----•.
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L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
LBJ
L64
L65
L66
L67
I • • I .50'
TYP.
\
\
\
\
\
\
\
\
28.46'
\
\
\
\
\
LENGTH BEARING
17.45' SOJ'09'16"E
1.61' N89'24'58"W
16.52' N19'49'07"W
9.37' 589'15'47"E
14.76' 520'13'J1"E
8.15' 555·75'29"E
5.80' 534'44'3/"W
8.15' N55'15'29"W
5.80' NJ4'44'J1"E
8.15' 555'15'29"E
5.80' 534'44'31 "W
8.15' N55'15'29"W
5.80' NJ4"44'31"E
8.15' 555"15'29"E
5.80' SJ4'44'J1"W
8.15' N55'15'29"W
5.80' NJ4'44'31"E
8.15' 555'15'29"[
5.80' 534'44'J1"W
.
3
a a
oi -
' '
I I.
..
"-
' ' ' .
I
I
/
"->-.
CURB TYPE
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
"-
0
19.83'
S[[ SH[[T 10
FOR CURB DA TA
' '
' '
i
I
..--=Sf[ S}:f[[T 110 _.--I
FOR CURB lf)A TA
"-~ .
:'--.:.·
..........
LINE LENGTH BEARING
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
LBO
L81
LB2
LBJ
L84
L85
L86
8.15'
5.80'
8.15'
5.80'
8.15'
5.80'
8.15'
5.80'
8.15'
5.80'
-5.80'
8.15'
5.80'
8.15'
5.80'
8.15'
5.80'
8.15'
580'
N55'15'29"W
N34'44'31"E
S55'15'29"E
534·44•31"w
N55'15'29"W
NJ4'44'31 "£
S55'15'29"E
534 '44 'J1 "W
N55'15'29"W
NJ4 '44 '31 "E
534'55'26"E
S55'04'J4"W
N34"55'26"W
N55'04'J4"E
SJ4'55'26"f
555'04'J4"W
N34'55'26"W
N55"04'34"E
_EL £AMINO
,---SOP 09-04 BOUNDARY
·---~ --· ··~----
CURB TYPE
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
I.
'
'3(i)
TYP.
LINE TABLE CON'T
LINE LENGTH BEARING
L87 8.15' 555·04'34''W
L88 5.80' NJ4'55'26"W
L89 8.15' N55'04'J4"E
L90 5.80' 534 '55'26"[
L91 8.15' S55'04'J4"W
L92 5.80' NJ4"55'26"W
L9J 8.15' N55'04'J4"E
L94 5.80' 534 ·55'26"E
L95 8.15' s55·04'34"w
L96 5.80' NJ4'55'26"W
L97 8.15' N55"04'J4"E:
L98 5.80' SJ4 '55'26"E
L99 8.15' s55·04'34"w
L/00 5.80' NJ4'55'26"W
L101 8.15' N55'04'J4"£
L102 13.87' NI 9'13'33.''E
L/03 9.12' N89 '35'00"W
L104 15. 73' N19'1J'3.3"E
11
CURB TYPE
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
REAL
LOT LINE
CONSTRUCTION NOTES CON'T:
(4?) EXISTING STREET SIGN TO REMAIN, PRC TECT IN PLACE
@ EXISTING STREET INLET TO REMAIN, PROTECT IN PLACE
@) PROPOSED PEDESTf?/.!N RAMP PER DETAIL DRAWING
NO. SDRSD G-27
@ PROPOSED PEDESTRIAN RAMP PER DETAIL 13, (13\
SEE SHEET 22 'CJ'!}
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
LIMITS OF WORK
HAIXIN LI, PE DATE
L= 178.JO'
R= 2563.00'
6= 03'59'10" \
\
+t-\·:--· =-=-:=_::__:_:___:. : -: · r ·
SEE SHEET 6
'
~-L= 67.86' \
R= 50.00' \
6= 77'45'47'.'.
0 70'
--="liiiiiiiiiii.i■i~~
I, ,
\-
SOP 09-04 BOUNDARY .•... 11~
j /
•. I
\
\\
40'
SCALE
1" = 20'
CONSTRUCT/ON NO TES:
Ci) PROPOSED 4" AC PAVEMENT OVER 6" AB
(B PROPOSED 6" CURB PER DETAIL DWG. NO. SDRSD G-1
@ PROPOSED O" CURB OR CONCRETE HEADER PER
DETAIL DWG. NO SDRSD G-1
(B PROPOSED PLANTING AREA PER LANDSCAPE PLAN
ORA WING NO. 479-5L
@ PROPOSED Sffl/PING
@ PROPOSED VEGETATED SWALE PER SWMP, SEE (2/3\
DETAILS 2 AND 3 ON SHEET 22 r:::JI}
@_; PROPOSED SIDEWALK PER LANDSCAPE PLAN ORA WING
NO. 479-5L
@ PROPOSED WHEEL STOP AT O' CURB
@ PROPOSED NCTD BUS STOP CONCRETE PAD,(6'-,
SEE DETAIL 6 ON SHEET 22 r:::JI}
@ EXISTING CURB TO REMAIN, PROTECT IN PLACE
@ EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE
@ EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE,
ADJUST BASE TO FG/FS
@ EXISTING UTILITY COVER TO REMAIN, PROTECT IN PLACE,
ADJUST TOP TO FG/FS
@ EXISTING GA TE VALVE TO REMAIN, PROTECT IN PLACE,
ADJUST LID TO GRADE
@EXISTING INLET BOX TO REMAIN, MODIFY CURB(H\W
INLET WITH TYPE G GRATE PER DETAIL SDRSD ~~
D-15, SEE DETAILS H & I ON SHEET 19
80'
LINE
L1
L2
LJ
L4
L5
L6
L7
LB
L9
L10
L11
L12
L13
L14
L15
L16
L18
L19
L20
L21
L22
L2.3
L24
L25
L26
L27
L28
L29
L30
LJ1
LJ2
L3.3
LJ4
LJ5
L36
L.37
LJB
LJ9
L40
L41
L42
L43
L44
L45
L46
L47
L48
LINE TABLE
LENGTH BEARING
14.98' N25'JO'J5"W
29.42' 586'50'44"W
258.06' 503'09'16"E
14.54' 582'56'47"W
29.99' N84 '50'40"[
16.11' 519'2J'29"E
178.50' N70"36'31 "E
19.00' 519'23'29"E
31.47' N70'36'31"E
JO.OJ' 519'23'08"E
1.08' S89'28'00"E
18.08' S19'2J'OB"E
17.50' 519"20'.3J"W
9.60' 589'55'16"[
18.63' N19'18'09"[
12.68' 519'2J'OB"E
37.46' 589'57'08"[
3.63' 519'2J'29"E
42.01' N70'J6'J1"£
14.40' N19'25'42"E
42.95' 589'16'50"[
51.93' N70'J6'J1"E
5.19' S19'2.3'29"E
13.63' S19'J8'45''W
19.22' N89'34'5J"W
15.17' 520'07'06"[
2.37' s39·2a·oo"E
17.63' N20'00'11"W
18.15' 519'07'55"W
14.30' N19'06'48"E
9.49' N89'J8'5J"W
9.29' 589'31'02"E
15.70' 519'42'5J"E
1.39' N89'31'52"W
15.15' N19'51'20"W
16.57' S19'1J'J.3"W
1.10' N89'31'52"W
14.71' 518'54'57''W
9.88' N89"28'35"W
14.84' 503'09'16"E
16.64' N19'49'07"W
9.07' N89'15'50"W
17.45' 519'22'57"[
2.63' N89'27'19"W
20.36' 503'09'16"[
14.73' S19'27'2J"W
8.98' N89'26'28"W
16.60' S19'27'2.3"W
CURB TYPE
6", G-1
6", G-1
o", G-1
6", G-1
6", G-1
6", G-1
O", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
6", G-1
// AS BUIL T11
I · ' ' · rl / z<)tll\;~...,j I_,, 7r...!_r 20/J
RCE r?o64 EXP. 6/J,/2.P/'/ DATE
INSPECTOR = ,. DATE
~ CITY OF CARLSBAD
l---1----+----------------1----+--t---t----l L_..!1_J ENGINEERING DEPARTMENT ( ~;:;:;;.::;;::;:~~==::::::::::::======~~
RH1SED DROP-Off AREA & CURBS DUE TO
HARDSCAP[ AND WALKWAY CHANG[$
DAlE INITlAL DAlE INITlAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR: z
WESTFIELD CARLSBAD PHASE '1
(SP 09-01, SUP 09-07)
SITE AND HORIZONTAL CONTROL PLAN
APPROVED· JASON S. GELDERT
ENGINEERING •MANAGER PE 63912 EXPIRES 9 30 1 b
DWN BY: HLI
CHKD BY: .ll.Q-
RVWD BY: ~IA!..
PROJECT NO.
SOP 09-04
/Z• 2.<(, 111
DATE
DRAWING NO.
479-SA
Q, s v
u :c
I
~
I
'.l.. -VJ ,Ll
5'
/
O'
C
'O
2' o·
I
V m
u
~
Q,
/ ~
,C
Q,
v
ill
" ;
08 'I017
032117
;\M}'\~, l,jl\,J\J ,
---,f-'
\
\
\
.
\
I
I ,
I
0 1 o·
\ \
• .
\
20· 40'
SC4I.E
1" = 201
\.~---------"--.
' ' '
--.. :. ',: .::: ·-"'
80'
R=50.
, L=61.68'
,& 70'40'53
' ,LOT LINE
' ' '
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION
FLOW-THROUGH PLANTER · --
VEGETA TEO BIO-SWALE TC-32
QUANTITY
0 SF
4,720 SF
~-----
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
,._,'I-IN, -<-/
No. C59064
Exp. 6/30/15
b~/J~_'tlt_,'0(1=._>_·,-, ·---'~'-) -~ -{J../oif/:ic, CiVl'--
HAIXIN LI, PE DATE
SHIFT A PORTION TO PHAS[ 2, SOP 09-04/A)
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
NOTE:
/. EXISTING UT/UT/ES ON SHEETS 20 & 21 FOR
WATER ANO SEWER ARE BASED ON RECORD
DRAWING. EXACT AUGNMENT AND DEPTH OF
UTILITIES l\1LL BE DETERMINED BY UNDERGROUND
INVEST/GA TION PRIOR TO CONSTRUCTION.
2. FOR PUBLIC WATER & S[W[R PLAN SEE PUBLIC
WATER ANO SEWER IMPROVEMENT PLANS
DRAWING NO. 479-5.
REFER TO UTILITY PLANS SHEETS 20 AND 21
FOR PROPOSED WATER ANO SEWER UN£.
EX. INLET
RIM 39.48
IE (35.52) OUT ---
12" SD
(38.90)
EX. CURB
& GUTTER
DETAIL A
SCALE: 1"=10'
(SEE SHEET 4 AND THIS SHEET)
'' AS BUILT"
I ;G ,. ~ ~ 7/1.r / UJ 1.r
RCE S"/o{, ~ EXP. l(Jo/z..119 DATE
DWN BY: HU
CHKD BY: ..l 1..V-
RVWD BY: .;1,~
PROJECT NO.
SOP 09-04
DRAWING NO.
479-SA
• --, I __ , _____ ----
032'117
0
D 10' 20' 40' BO'
SCALE
1" = 201
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www,hofmanplanning.com
' '
c::-, ft./ oJ-/ "}I) I
HAIXIN LI, PE DATE
CONSTRUCTION NOTES:
~ PROPOSED Q" CURB OR CONCRETE HEADER
(D FIRE HYDRANT ASSEMBLY PER DWG. NO. 479-5 AND
10' WATER EASEMENT (PR 14-03).
@ PROPOSED VEGETATED BIO-SWALE PER SWMP, SEE DETAIL 3 ON SHEET 22@
~ CONNECT TO EXISTING 18" RCP SO WITH CONCRETE LUG PER
DETAIL OWG. NO. SORSD D-63
~ EXISTING CURB TO RfMAIN, PROTECT IN PLACE:
~; EXISTING FH TO REMAIN, PROTECT IN PLACE
~.• EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE:, ADJUST COVfR TO FG/FS
~ EXISTING UTILITY VAULT TO REMAIN PROTECT IN PLACE, ADJUST TOP TO FG/FS
e, EXISTING 54" SD PER DRAWING NO. 805-3 TO REMAIN, PROTECT IN PLACE:
@_ CONNECT VEGETATED BIO-SWALE TO PROPOSED TYPE G CATCH BASIN, PROVIDE WW
RIPRAP AND/OR COBBLE: STONE AROUND INLfT FOR EROSION PROTEC/ON, \J}7 \J}7
SEE DETAIL 8 & C THIS SHEET
REQUJRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION QUANTITY
03' EXISTING UTILITY COVER TO REMAIN, PROTECT IN PLACE, ADJUST LID TO FG/FS
~ EXISTING GATE VALVE TO REMAIN, PROTECT IN PLACE, ADJUST LID TO GRAD£
FLOW-THROUGH PLANTER -0 SF ~ EXISTING INLET BOX TO REMAIN, MODIFY CURB INLfT TO A GRATE INLET WITH
TYPE G GRATE PER DETAIL SDRSD D-15, SE£ DETAIL B & C THIS SHEET
VEGETATED BIO-SWALE TC-32 3,230 SF @,• EXISTING 6" SO TO REMOVE AND DISPOSE PER DEMOLITION PLAN ON SHEET 3
1<-0l'ESS IQ
o. C59064
p. 6/30/15
CIVIi.
OF CALI'
~ EXISTING 12" SD PER ORA ,WNG NO.
IE• NOT USED
805-3 TO REMAIN, PROTECT IN PLACE
NOTE: (ii• NOT USED
1. EXISTING UTILITIES ON SHEETS 20 & 21 FOR
WATER AND SEWER ARE BASED ON Rf CORD
DRAWING. EXACT ALIGNM[NT AND DEPTH OF
UTILITlfS ,l,?LL Bf O[TfRMINED BY UNDERGROUND
INVEST/GA TION PRIOR TO CONSTRUCTION.
~ fX/STING 18" RCP SD PER DRAWING NO. 805-3 TO REMAIN, PROTECT IN PLACE
~ PROPOSED 12" PVC SOR 35 STORM DRAIN
@, EXISTING STREET INLfT TO REMAIN, PROTECT IN PLACE
2. FOR PUBLIC WATER & SfWER PLAN SEE PUBLIC
WATER AND SfWER IMPROVEMENT PLANS
DRAWING NO. 479-5.
@_. PROPOSED 12" STORM DRAIN CLEANOUT, SEE DETAIL 11 ON SHEET 22 @
(5 EXISTING UTILITY COVER TO REMAIN, PROTECT IN PLACE, MODIFY EXISTING
LID TO TRAFFIC RATED AND ADJUST TO FINISH SURFACE 3. RfFER TO UTILITY PLANS SHf[TS 20 AND 21
FOR PROPOSfO WATER AND SEWER LINE.
EX. INLET
TC (37.80)
1£. (33.50) OUT
15" SD
EX. CURB
& GUTTER
[X 15" RCP SO
P[R DWG.
NO. 80.5-3
TO REMAIN
MARRON ROAD
DETAIL B
SCALE: 1"=10'
(SEE SHHET 5 & THIS SHEET)
EX. CURB
& GUTTER
f
EX. INLET r,
TC (JB.32) /
-~r--1£. (33.40) OUT ------/--
15" SD I
BOUNDAR;_) ..
LINE
MARRON ROAD
DETAIL C
SCALE: 1"=10'
(SEE SHEET 5 & THIS SHEET)
"AS BUILT"
)zS:-Dv:-.a · ,U 7/lr/utI
RCE!°fo64 EXP. l,/jo/z.-o/9 DATE
; flATE
-
SHEETS fSHml3 CITY OF CARLSBAD l----+---+----------------+---!---+----1---1 L._!!_j ENGINEERING DEPARTMENT
1-----+---+-------------------+----+---+-----,f----l 2$J
SHIFT A PORTION TO PHASE 2, SOP 09-04-(A)
7 /16/14 HARDSCAP[ AND WALKWAY CHANG[S
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR: T:.
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
PRECISE GRADING PLAN
JASON S. GELDERT
-----::::i"''!Ul!!L..,.",-.,f.4!<:,,,lr,,o,J,.4-------,-,---il-•l'l'l'I
ENGINEERING ,I.NAGER PE 63912 EXPIRES 9 30 16 DATE
DWN BY: HLI
CHKD BY: ~1,r,i.
RVWD BY: ~-~
PROJECT NO.
SDP 09-04
DRAWING NO,
479·-SA
C
" 0
_c
0.
: : 41.50
.. -FS
I :::::.1
j ___ ~_' 1 : ,::; SEE SHEET 15 . , ·
-~ ---· . ,.:/' --. -. ·--./ .,--; -/ . :,·"
DETAIL D
SCALE 1 "=10'
(Sff SHffT 6 & THIS SHffT
EX. CURB~
& GUTTER
EXISTING<::.__,,
SIDEWALK
X. INLET
TC (JB,20)
IE (33.54) 12" OUT
-~
/ . '
DETAIL E
SCALE 1"=10'
Sff SHEU 6 & THIS SHEET
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION QUANTITY
f"LOW-THROUGN PLANTER -0 SF
VEGETATED BIO-SWALE TC-32 3,700 SF
_,, _ _.
Hofman
~"' Planning & Engineering ' - ----------"--
3156 Lionshead Avenue, Suite 1 ~j Carlsbad, CA 92010
(760) 692-4100 www .hofmanplanning.com HAIXIN LI,
'
<?"-cJESSto,vq . ' ~ -c,
·r:;, < •
(J ,,_,'I-IN ( 't,; ll 'iii l'r ??-; ~ c.tt,4V1c-,e-•I u,/ 1\L-/u,. 1,1-6 .. 5
f;:;0, ,,, ___ L,j 1-1 ,n ,., ~-Ufl'f ne, Ii: '"f01i'tt,. A.O . ex-
"' No. C59064 z 7/16/14 j.(l, /1\ REPLACES SHEET ORIGINALl Y SIGNED 4/28/14 C'1 \'ii. C'1
Exp. 6/30/15 "' 7/16/14 HL /1\ REVISED DROP-OFF AREA & CURBS DUE TO
' l~•J/u, 11
-tz * HAF/DSCAPE AND WALKWAY CHANGES c8>: CIV\\.. rif;~ b '11', DATE INITIAL
PE DATF (" or CALI' ENGINEER OF WORK REVISION DESCRIPTION
-(41)_
DATE
2.90
.....
U"I
.....
\0
CONSTRUCT/ON NOTES:
(i_,, PROPOSED a" CURB OR CONCRETE HEADER
(?,• FIRE HYDRANT ASSEMBLY PER OWG. NO 479-5
AND 10' WATER EASEMENT (PR 14-0J).
(2;,• PROPOSED V[G[TA TED BIO-SWALE PER SWMP, SEE (3\
DETAIL J ON SHEET 22 ~
@,' EXISTING CURB TO REMAIN, PROTECT IN PLACE
~ EXISTING 24" STORM DRAIN TO REMAIN, PROTECT IN PLACE
~• EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE,
ADJUST COVER TO FINISH FG/FS
® EXISTING UTILITY VAULT TO REMAIN PROTECT IN PLACE,
ADJUST TOP TO FG/FS
@ EXISTING 54" RCP STORM DRAIN PER DRAWING NO. 805-3
TO REMAIN, PROTECT IN PLACE
~) CONNECT VEGETATED BIO-SWALE TO PROPOSED W fE\
TYPE G CATCH BASIN, PROVIDE RIPRAP AND/OR Q9 Q9
COBBLE STONE AROUND THE INLET FOR EROSION PROTECTION,
SET DETAILS D & E. THIS SHEET
(2_~ EXISTING UTILITY COVER TO REMAIN, PROTECT IN PLACE.
ADJUST LID TO FG/FS
~ EXISTING GA TE VALVE TO REMAIN, PROTECT IN PLACE,
ADJUST LID TO GRADE
~• EXISTING INLET BOX TO REMAIN, MODIFY CURB INLET WW
TO A GRATE INLET 'MTH TYPE G GRATE PER DETAIL Qv Qv
$ORSO 0-15, SEE DETAIL D & E THIS SHEET
® EXISTING 6" STORM DRAIN PER DRAWING NO. 805-J TO REMAIN, PROTECT
IN PLACE
@_ EXISTING 12" STORM DRAIN PER DRA'MNG NO, 805-J TO REMAIN,
PROTECT IN PLACE
~ EXISTING 18" STORM DRAIN PER DRA'MNG NO. 805-.3 TO REMAIN,
PROTECT IN PLACE
\3' EXISTING 21" STORM DRAIN PER ORA'MNG NO. 805-J TO REMAIN,
PROTECT IN PLACE
~ EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE,
ADJUST LID TO FG/FS
~• PROPOSED 12" PVC SOR 35 STORM DRAIN
~ EXISTING CURB INLET TO REMAIN, PROTECT IN PLACE
NOTE:
1. EXISTING UTILITIES ON SHEETS 20 & 21 FOR
WATER AND SEWER ARE BASED ON RECORD
DRAWING. EXACT ALIGNMENT AND DEPTH OF
UTILITIES WILL BE DETERMINED BY UNDERGROUND
INVEST/GA TION PRIOR TO CONSTRUCT/ON.
2. FOR PUBLIC WATER & SEWER PLAN SEE PUBLIC
WATER AND SEWER IMPROVEMENT PLANS
DRAWING NO. 479-5.
J. REFER TO UTILITY PLANS SHEETS 20 AND 21
FOR PROPOSED WATER ANO SEWER LINE.
0 10' 20' 40'
SCALE
1" = 20'
"AS BUILT"
BO'
~~I ' 7/tr /u1,r: C>
RCE S-fB 64-6!}0/2-019 ' EXP, DATE
I '
R%E\vED BY, ,. rA,.,/ 11. (7 .&.1-C//1~ I,_-,,
} ; .
INSPECTOR DATE -w CITY OF CARLSB1\D .I SHEEl;S
4 ENGINEERING DEPARTMENT '1 ~ 25 ,_
,,,,.,i',f .,
GRADING PLANS FOR: PHi~E85i WESTFIELD CARLSBAD . (SP 09-01, SUP 09-07)
10.s-n ,.!,.,P, PRECISE GRADING PLAN
3,.15·0 111 ,,.,..
APPROVEDV_,,,k' Ji ~ JASON S . . GELDERT I
I Z.21/•I~ -~ /2,,?,•jr/l/ j
I I ENGINEERING 111ANAGER PE 6J912 EXPIRES 9/JO/1o. DATE I + ; ' DWN BY: HLI PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: ,h.t<-
OTHER APPROVAL CITY APPROVAL RVWD BY: ~\Al-SDP 09-04 479-SA
'
,,
0
-+ 08'10']7
_,,.
0 N 032117 '-..._
C.()
0 '-..._
0
11 ~, ,., , ,, r ii'j/'1j] ·> 0, lj -•. ,,)
3
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7
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c-(fl w
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C ' VJ,_,.
" 0 L en
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u
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~
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0
.I.: w
-o
V 0 -~ m u ~ 3: -I, -< ~ m G) u
V 0 ·o· ~ L ...., 'l' l\l ......, ' o,
C -111«>-L 'l}J I ~ ! , J ,,u,
C
0' I\: > ,
C ' i-lj .u l>_.j
/ f,,)
'~ :;,
VJ.,.;\,
/ .
.
' .i;'
/
EX. FF= 28.00
(PER FIELD SURVEY)
EX.
I _, !
FF= 44.50
N70'39'44"E
271.17'
'
l .
' 89.48' I
~~~,;---,,,.-~~...,~-·-
PR/VA TE STORMDRAIN LINE DA TA TABLE
SLOPE(%) ~ ,.. LINE LENGTH BEARING TYPE
' LI NOT USED " L2 NOT USED ,....
12" PVC SOR 35 L3 91.25' N29'06'49"W 7.57 ) ;,. L4 80.64' S19'20'16''[ 12" PVC SDR 35 9.46
:,.. L5 73.30' N29'06'49"W 6" PVC SOR 35 11.19
I L6 16.17' S70'36'52"W 8" PVC SOR 35 15.83
:,.. L7 23.76' N29'06'49"W 6" PVC SOR 35 16.37
' LB 9.51' S19'20°16"E 6" PVC SOR 35 2.00
L9 8.00' S19'20'16"E 6" PVC SOR 35 2.00 <
·~\/\_A ~\_/\J'-J-
NOTE:
1. EXISTING UTILITIES ON SHEETS 20 & 21 FOR
WATER AND SEWER ARE BASED ON RECORD
DRAWING. EXACT ALIGNMENT AND DEPTH OF
UTILITIES WILL BE DETERMINED BY UNDERGROUND
INVEST/GA TION PRIOR TO CONSTRUCT/ON.
2. FOR PUBLIC WATER & SEWER PLAN SEE PUBLIC
WATER AND SEWER IMPROVEMENT PLANS
DRAWING NO. 479-5.
3. REFER TO UTILITY PLANS SHEETS 20 AND 21
FOR PROPOSED WATER AND SEWER LINE.
0 10' 2 IJ' LO'
SCALE
I" = 20'
80'
CONSTRUCT/ON NOTES CON'T:
@ PROPOSED FLOW-THROUGH PLANTER, SEE DETAIL 10 ®
ON SHEET 22
(3 PROPOSED 8" CLEANOUT WITH WATERTIGHT CAP, SE[®
DETAIL 11 ON SHEET 22
@ 8-12" HDPE SD RISER AND GRATE WITH EITHER SOLID, W
OPEN OR A TR/UM DRAIN, SEE DETAIL 9 AT SHEET 22 ~
@ PROPOSED 8" PVC SDR-35 STORM DRAIN
@;, PROPOSED 6" PVC SOR 35 STORM DRAIN
@; PROPOSED 12" X 12" STORM DRAIN INLET WITH STEEL GRATE
COVER AND FLOGARD PLUS CB FILTER INSERT, SEE SECTION
A & B THIS SHEET
@;, TIE IN TO EXISTING STORM DRAIN
PROPOSED BUILDING
FF= 44.50
Hof~an
PROPERTY'
LINE
Planning ~ Engineering
,.. '' ··· 1 ·· ,,.,, ''
3156 Lionshead Avenue, Sui\e 1
Carlsbad, CA 92010 I
(760) 692-4100 www.hofmanplanning.com I ,
•
DECK AND STAIRS
TO BE CONSTRUCTED
PER BUILDING PERMIT
NO CB/3-2181
48.50
DECK
48.50
DECK
48.30~
DECK/'
48.30,
FS
48.50
DECK
4440
~ :~.c:;
~PS"' I . 48.50
DECK 44.50
FS44.41
,LS_
r,·;·RIM 44.26
"3 /E 41.76
44.50
FS
(_--;, RIM 44. 44
~IE 41.60 44.64
FS
DECK AND STAIRS, "'; RIM 44.61
TO BE CONSTRUCTEEJ, ~IE 41.41
NO. CB13-2181 rs' fS PER BUILDING PERMIT~•44 58
44.40
:S
.....__ ""'''" -r,F'--] I ' -"' 44 50 , t•,.: ,·,
. ~--.;'N;
FS ~-,_' :: '"
EX. 8" VCP SEWER TO
BE ABANDONED/REPLACED
PER OWCi,_479-5
:..,>(,:
SEE SHEET 14
\ 'I-. i M _,,,.,. ( /
'-" No. C59064 \Ji
Exp. 6/30/15
CIVIi... DATE INITIAL
HAIXIN LI, PE ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
/
CONSTRUCTION NOTES:
@ PROPOSED RETAINING WALL, SEE SHEETS S2.0, S6.6, 56.7
IN STRUCTURAL PLAN, SEE ORA WING NO. CB13-2181
@, EXISTING STORM DRAIN MANHOLE TO REMAIN, PROTECT IN PLACE,
ADJUST COVER TO FG/FS
~' EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE,
ADJUST TOP TO FG/FS
@,, EXISTING 54" STORM DRAIN PER DRAWING 805-3 SHEET 6
TO REMAIN, PROTECT IN PLACE
@ ROOF DRAIN, CONNECT TO PLANTER AREA, THROUGH
POP-UP EMITTERS
@) EXISTING GA TE VALVE TO REMAIN, PROTECT IN PLACE,
ADJUST LIO TO GRADE
@,, EXISTING 6" STORM DRAIN PER DRAWING 805-3 SHEET 6
TO REMAIN, PROTECT IN PLACE
@, EXISTING 18" SO TO REMAIN, PROTECT IN PLACE
@_. EXISTING 21" STORM DRAIN PER DRAWING 805-3 SHEET 6
TO REMAIN, PROTECT IN PLACE
@PROPOSED 12" PVC SOR 35 STORM DRAIN
SCREEN WALL
FS COMPACTOR PA0=44.50
RETAINING WALL
SCREEN WALL ON TOP
PER STRUCTURAL
DESIGN
54.50 TW
TOP OF SCREEN WAL
----12.0' ----------
45.00 TW
TOP OF RETAINING
3.3' PLAN ER
40.00 FG 40.33 TW
35.00 TF
' ' 3.3' PLANTER
,<,\.4" PVC PERFORATED PIPE
·;ci@ 1.0% MIN. SLOPE; ENCASE
N CLASS 3 GRAVEL WRAPPED
N FILTER FABRIC (\I/RAFI
40N) CONNECT TO DRAIN
36.00 FG
36.33 TW
31.00 TF
3.3' PLANTER
28.60 FG
29.00 TW ER PLAN (TYPICAL)
RETAINING WALL <:;;~-------'T
PER STRUCTURAL
27.00 TF
FG AT LANDSCAPE=28. 0
DESIGN
a a
SECTION A-A
NOT TO SCALE
SCREEN WALL
. 54.50 TW
~OP OF SCREEN WAL
. ' ,,. 712;ifJ<,f-f ORltlJV'-. , " .
f--M
I llilM 44.25
FS COMPACTOR
PA0=44.50
3.0' 45.00 TW
TOP OF RETAINING
DA TE INITIAL
CITY APPROVAL
1.oz~
it"
IE
11.00
2. LANTER
4 FG 40.33 TW
35.00 TF
v--2.3' PLANTER
36.00 FG
38.00 TW
TOP OF SCREEN WALL
RETAINING WALL
PER STRUCTURAL
·, DESIGN .
/ )FS AT FITNESS OUTDOOR=28.0;
, ;,1 ~----..,_,
. TP (22.50±
~~a" PVC PIPE
22.83 @ 3.oo.%
~[.!.Z.80)
C~__IX. 54" SD @ 1.54% --=3
SECTION B-B
NOT TO SCALE
11 AS BUILT"
p.,~;_,~ 7/tr/z-.o1~
DWN BY: HLI
CHKD BY: jl,.!?-
RVWD BY: ~1.~-
Z..G/1 DATE
PROJECT NO. DRAWING NO'.
SDP09-04 479-SAi
~
0
N
" N_,
C) '
" 0
C
u
I
ITT
C w _/
2
I
08:0"i?
032117
"11 'l ,. II · ·: J' ., ,d (
\
\
24 :24" SD
Lt,
~~v~(~
PR/VA TE STORMDRAIN DA TA TABLE 2
LINE LENGTH BEARING TYPE SLOPE % 3
L1 10.00' N70'J8'06"E 8" PERFORATED 0,50
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION QUANTITY
FLOW-THROUGH PLANTER TC-32 80 SF
L2 55.59' N1J'J6'04"W 8" PVC SOR 35 0.92
VEGETATED BIO-SWALE TC-32 630 SF
\ 0
0
X
. I
I .
I . l •• -,
CONSTRUCTION NOTES:
(j) PROPOSED 6" CURB & GUTTER
® PROPOSED O" CURB OR CONCRETE HEADER
(e) PROPOSED J' CONCRETE RIBBON GUTTER, SEE DETAIL 7 ON SHEET 22@
(!) FIRE HYDRANT ASSEMBLY PER DRAWING NO. 479-5 AND
10' WATER EASEMENT (PR 14-03)
@:, PROPOSED VEGETATED BIO-SWALE PER SWMP,
@, EXISTING CURB TO REMAIN, PROTECT IN PLACE
SEE DETAIL 1 ON SHEET 22 @
(E, EXISTING 24" SD PER DWG. NO. 805-J TO REMAIN, PROTECT IN PLACE
@ EXISTING FH TO REMAIN, PROTECT IN PLACE
@EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE, ADJUST COVER TO FG/FS
@,, EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE, ADJUST TOP TO FG/FS
@EXISTING 8" SD TO REMAIN, PROTECT IN PLACE
® CONNECT VEGETATED BIO-SWALE TO PROPOSED TYPE G CATCH BASIN, PROV/DEW
RIPRAP AND/OR COBBLE STONE AROUND THE INLET FOR EROSION CONTROL Q_V
PROTECTION, SEE DETAIL F THIS SHEET
G_~ PROPOSED ROOF DRAIN, CONNECT TO PLANTER AREA THROUGH POP-UP EMITTERS
@J EXISTING GATE VAL VE TO REMAIN, PROTECT IN PLACE, ADJUST LID TO GRADE
@ EXISTING INLET BOX TO REMAIN, MODIFY CURB INLET TO A GRATE INLET (LJ
WITH TYPE G GRATE PER SDRSD D-15, SEE DETAIL F THIS SHEET Qv
@) EXISTING 18" RCP SD PER DWG. NO. 805-3 TO REMAIN, PROTECT IN PLACE
@ EXISTING 21" SD PER DWG. NO. 805-3 TO REMAIN, PROTECT IN PLACE
@ EXISTING SEWER MANHOLE TO REMAIN, PROTECT IN PLACE, CONTRACTOR TO MAKE
ADJUSTMENT TO A VOID ANY CONFLICT WITH THE NEW CURB
@ EXISTING SIGNAGES TO REMAIN, PROTECT IN PLACE
@ PROPOSED 12" PVC SDR-35 STORM DRAIN
@) EXISTING STREET INLET TO REMAIN, PROTECT IN PLACE
@ PROPOSED FLOW THROUGH PLANTER, SEE DETAIL 10 ON SHEET 22 ®
@) PROPOSED 8" PVC CLEANOUT WITH WATERTIGHT CAP, SEE DETAIL 11 ON SHEET 22 ®
@PROPOSED 12" HOPE SD RISER OR ATRIUM DRAIN, SEE DETAIL 9 ON SHEET 22 fg'\ 'CE}
@) PROPOSED 8" PVC SDR-35 STORM DRAIN
GmND A NO /OR OVERLAY
EXISTING PAVEMENT
NOTE:
1. EXISTING UTILITIES ON SHEETS 20 & 21 FOR
WATER AND SEWER ARE BASED ON RECORD
DRAWING. EXACT ALIGNMENT AND DEPTH OF
UT/LI TIES WILL BE DETERMINED BY UNDERGROUND
INVEST/GA TION PRIOR TO CONSTRUCTION.
2. FOR PUBLIC WATER & SEWER PLAN SEE PUBLIC
WATER AND SEWER IMPROVEMENT PLANS
DRAWING NO. 479-5.
3. REFER TO UTILITY PLANS SHEETS 20 AND 21
FOR PROPOSED WATER AND SEWER LINE.
0 10·
' •. ' . .
2c· 40'
SCALE
1" ~ 20·
. " ,/j;lij l~ i\ ~,
·,
~ ( <;., ,)
~---V ., -. liJ ,'
~ I 'I ~1 I : ➔
--6" CURB
_J\9 ,, l.lMiTs or
'---../ WORK
X INLET
L /RIM ( 2 () 9 0 )c,,;e , '!t<,cl\l:
/[ (11.10) OUT
"
22.0C
TC
. PROP. B'X4' '3L
-< TYPE G CS!A TE~
20 09 FL/RIM
![ (17.10) OUT'·>·• '
18 11 so
LIMITS OF-,
WORK
.
DETAIL F
SCALE 1 "-10'
(SEE SHEET 8 & THIS SHEET)
11 AS BUILT"
1/) ~ ~ 7/f .r /24
Rces'1°6<f EXP. 6/jo7z.o19 DATE
REVJl!:\,/ED B), ,I /4uild~
INSPECTOR
~1----t-+-----------l---l----l----l-----l fsHml6 CITY OF CARLSBAD H~~5 j
15 t----ll--+-----------------11-----l----1-----+-----l L...!!J ENGINEERING DEPARTMENT ,~, 1 ,.__.. SEE SHEET ~G~RAD~IN~G ~PLANilijjS~F~O~R:========~~~I
r;:::::::;=:::::-----=-------=~~~~::::'.'.:::::::'.::.__
Hofn,an
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com HAIXIN LI, PE DATE
No. C59064
Exp. 6/30/15
C/V\\,. DATE INITIAL
ENGINEER OF WORK
HARDSCAPE AND WALKWAY CHANGES
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
WESTFIELD CARLSBAD PHASE
(SP 09-01, SUP 09-07)
PRECISE GRADING PLAN
APPROVE JASON S. GELDERT
--,,--~!M.!!!!l,;!.....l.J1~~/ ____ !Z. •ll(, IL/
ENGINEERING :t-NAGER PE 63912 EXPIRES 9 30 1b DATE
' DWN BY: HU
CHKD BY: .},,II.
RVWD BY: ~1,J,l.
PROJECT NO. DRAWING NOi
SOP 09-04 479-SA!
'
! 0
.n
-g /
~
a>
I
~
" u
~
0.
,/
" ~
0 " I
/
l]l
08'/017
032'I 17
\0 ....
t:i :w ,·
::c
U')
w w
' U')
I ,, .
l24).
SCALI: /"=IC'
(S[E SHEET 9 & Th'IS SHEET)
SCALE
" = 20'
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100
/
CONSTRUCTION NOTES:
'0!,' PR0,0 0SEO 12" PI/C PIP[ WITH POP UP EMITTERS ON BOTH SIDES, ON[ {J_o'\
OF (HE cM/ rrERS WILL B[ CONNECTED ro Ti![ BUILDING ROOF DRAIN, ~2)
SEE CONSTRUCT/ON NOIE NO, JI ANO O[TA/L 10 ON SHEET 22
@c:: PROPOSED 18" HOPE STORM DRAIN PIPE
/ ;
/ J
/
,/ 0
I
l
1 I
U') m m
U') :c m ~
I-"
00
CONSTRUCTION NO res:
G, PROi"OSEO O" CURD OR CONCRETE HEADER
(s , PROPOSED .J' CONCRETE ,~IBBON CUTT[R, {::F\ ~ SEE DETAIL 7 ON S,YEET 22 \.]}]
(7,i FIRE HYDRANT ASSEMBLY PCR DRAWING NO. 4/9-5
AND 10' WATER EASEMENT (P,R 14-03)
G PROPOSt.D 1/[C[TA TED BIO-SWALE' PER
O[T/1/L 1 ON SH[[T 22
SWMP PER (-1 \
Q1/
0,, PROl'OS[O CMU RFTA/NING WAI_L PE,~ Bl.DC, ,0 ff/M/T NO. ~ CB 13--2181, SEE DE/AIL IN S20, 56,5, SS,7 ON
STRUCTUeAL PLANS
(g PROPOSEU /RASH COMPACTER PAO "-=· J_; EXISTING CURB TO REMAIN, PROT[CT IN PLAC[
~, [XIS/ING RETAINING WALL TO F?tMAIN, PF:OTECT /1~' PLAC,.L
(i, [XIS/INC /·II TO R[MAIN, PROffCT IN PLACE '-.J
12&, FX!STING SO MANHOLE TO REMAIN, PRO ff CT IN PLACE, '-.../-
ADJUST COVER TO FG/FS
(2\l,1 FXISTING 54" STORM U,~AIN P[R DRAWING 805--3
S'f-iLET C-6 IO R[MAIN, PROl[CT IN PLACE
(3CJ, CONN[CT 1/EC[TA TEO BIO-SWA/L TO PROPOSED TYP[ C 00
CATCH BASIN, PROV!Ot. mPRAP AN0/0,~ COBBL[ STONE _1_7
AROUND THE' INLET cOR EROSION PROTCCT/ON,
SET DETAIL C Tl /IS SHEET
(i~ ,ROOF' ORA/,~, CONNcCT TO PLANTER AREA !HROUCH
POP-UP EMITTfRS
(~ [XIS/ING GATE VALVE TO R[MA!N, PROTfCT IN Pl.ACE,
ADJUST LID TO GRADE
(f, EXISTING INLET aox TO REMAIN, MOfJlf Y CURB 11vLE'T ({£)
TO A GRATE INLET WITH /YPE G GRATE PFR DETAIL. 17
SORSD 0-15, SEE DEJA//_ G THIS SHEEJ
(39, [X/STING 18" S!ORM DRAIN P[R OWG. 805-3 SHEET C-6 '--ro REMAIN, P,~0 IECT IN PLACE
@., EXISTING 21" STORM DRAIN P[R OWG, 805-3 SliTFET C-6
TO ,RE/v/A!N, PRO IECT IN Pi ACE
(::s, [X/ST/NG SEW[R MH TO ,REMAIN, PROTcCT IN Pl ACF,
ADJUST LIO TO F'G/FS
,·
147 [XIST!NG SIGNAG/,S W ,REMAIN, PROTECT IN PLACE ,_,
~, PROPOSED 12" PVC SDR-,55 STORM DRAIN
~, PROPOS[U /LOW Tl /ROUCH PLANTER, SEE {10\
D[TAIL JC ON SHEET 22 '(_22)
(~, PROPOSED 8" PVC CLU1NOU r W! TH
SEE O[TAIL 11 ON S/·ICET 22
WA TE,9TIGHT CAP, @
(s_c; PROPOSED 12" HOP[ SO RISER OR ATRIUM
SEE DETAIL 9 0/\J SHEET 22
02.' PROPOSED 8" PVC 508-J.5 STORM DRAIN
\J:V
DRAIN, 690 22
(52,.' PROPOS[O 12" X 12" STORM DRAIN /NL[/ '11111-/ STE[!.
GRATE COVER AND FloCord f"LUS CB FIU[R INSERT SE[
SECTION A & B ON SH[[T 15
\fs' PROPOSED 36" X ,35" CA /Cf/ BASIN '111TH 24" X 24" STEEL
GI/A TE INLET
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION QUANTITY
FLOW-THROUG/i PLANTER TC-32 1,640 SF
VE GET A TEO B/0-··SWAL[ TC-.32 885 SF'
NOT[:
1. [X/ST!NG UTIL/T![S ON SHEETS 20 & 21 FUR
WA (ER ANO S[WER AR[ BAS[O ON //[CORO
DRAWING. EXACT ALIG1WA[1'oT AND D[PTH or
UTILITIES WILL B[ DE/ERMINED BY UNO[RCROUND
' ' ' , ' I 11ViEST!GA T/00~ Fli/OR TO CO~STRUCT!ON,
2, rof/ f-'U/3UC WATER & SEWER PLAN SEE PUBLIC
WAT[R ANO SEWER IMPROI/EM[NT PIAN'.>
ORA'W!NG NO. 479-5.
J. R[F[R TO UTILITY PLANS 51/ffJS 20 ANO 21
,·oR P,ROPOSED WA T[,R AND S[W[R LINE'.
11 AS BUIL T 11
I
IA, . .-.,.,. J_:,__, 7, /~ I u,/S"
RCE ~fo64 EXP, IJ/Jo/2-11? DATE
REVJ!".VED BY,
/41,,,.,111. f1 A....:
(NSPECT□ R
~-I
SHEETS' ~7 CITY OF CARLSBAD
1-----+----+-----------~~------t----t----t---t----t LJ..L_j E~IGINEERING DEPARTMENT
1-----+----+-------------------+----+---+---f----l
: 25(
'l?i:-
~
07/15/14 l-ffi REl/1S£0 STORM DRAIN
07/16/14 l ffi REPLACES SH[[T OR!GINALLY SIGNED 4/28/14 I I
07 /16/14 l-ffi R[\//S[D DROP-OFF AREA & CUrWS DUE TO
HARDSCAP[ ANU WALK'IIA Y CHANG[S
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
V
GRADING PLANS FOR: 'Z'.
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
PRECISE GRADING PLAN
JASON S.
ENGINEERING ANAGER PE 63912 EXPIRES 9 30/1t,
OWN BY: HLI PROJf'CT NO.
CHKD BY: ..ll!I-• SOP 09-04 RVWD BY: .:,1/1-·
GELDERT
{l,, 7..tf, ft/ ,
DATE
DRAWING NO.
479-SA
I .
0 0
m 0 .,,.
0
" " co
0 '-.
0
u
[L co
I
~
:r:
C.
u
"' 0
2
0. /
"' ~ 0 m
I
C
0
Cl.
/
°' C
~
0 L u
/
u m
0 .c o_
J.---
\
081017
...... ....
I-/ w·· ; w :r.: ti)
w w
ti)
/
/
;
I I
./ ,-
,;z-i~
" ~_J;
/ \ >---
~1/0 ,c
I
'
;: / lfJ;,..!'"f/,.i./';/",'•i:.
, /!I.ii·;.
39.oO~~WN~~ TC
s J.
;
I
\
I
I
I
I
!
!
I -, --
/
' I
\ i
i
/!\ \V
!
I
!
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION QUANTITY
FLOW-THROUGH PLANTER TC-J2 0 SF
VEGETAT[O BIO-SWALE TC-32 1490 SF
I I !
\
'
LIMITS OF WORK
;
I / ;
\
i
\
!
\ '
-----_\, ..
\
\
v
/ I
I
I
' I ; ! I
\
\
\/
\
/
\
\ \
SCALE
1" = 20'
! '
\
'
\
\ \
/
-~ "'~ "' ~ :~ c\G-1 J's . i',,. ,,-----..
,,.<?
~i a
35.35
TC
I !
\I
: ' : '
..
!
.. /
:
I
I
I
//
,\
!
\ I ··--
I
I . ,\
I
I
I , I
I I
I
I\<;~ ~ I
/ i
\
NOTE: CONSTRUCT/ON NOTES:
1. EXISTING UT/LIT/[$ ON SH[[TS 20 & 21 FOR
WAT[R AND S[W[R AR[ BAS[D ON R[CORD
DRAWING. EXACT ALIGNM[NT ANO D[PTH OF
UT/LIT/[$ WILL B[ D[TERMIN[O BY UNDERGROUND
/NV[STIGA TION PRIOR TO CONSTRUCTION.
G) PROPOSED O" CURB OR CONCRETE HEAO[R
G) PROPOS[O 3' CONCRETE RIBBON GUTTER, W
S[E DETAIL 7 ON SH[[T 22 ~
2. FOR PUBLIC WATER & SEWER PLAN S[E PUBLIC
WATER AND SEWER IMPROVEM[N T PLANS
DRAWING NO. 479-5.
J. REFER TO UTILITY PLANS SHEETS 20 AND 21
FOR PROPOSED WATER AND SEWER LIN[.
>
EX. ROW
10.00'
7' . I . apo
BIOS WALE
1
@ PROPOSED V[G[TA T[D BIO-SWALE P[R SWMP, W
S[[ D[TAIL 2 ON SHE[T 22 ~
@) EXISTING CURB TO R[MAIN, PROTECT IN PLACE
@) EXISTING SD MANHOLE TO REMAIN, PROTECT IN PLACE,
ADJUST COVER TO FG/FS
@ CONNECT VEG[TA TED BIO-SWALE TO PROPOSED (H'\ LU
TYP[ G CATCH BASIN, PROVIDE RIPRAP AND/OR ~ ~
COBBL[ STONE AROUND THE INL[T FOR [ROS/ON
PROTECTION, SEE DETAILS H & I ON SH[[T 19
@ EXISTING GA T[ VAL V[ TO REMAIN, PROTECT IN PLACE,
ADJUST LID TO GRAD[
(42) EXISTING 21" RCP STORM DRAIN PER ORA WING 805-J
SH[ET 6 TO REMAIN, PROTECT IN PLACE
@ EXISTING SEWER MH TO REMAIN, PROTECT IN PLACE,
ADJUST LID TO FG/FS
@ EXISTING STR[ET SIGN TO R[MAIN PROTECT IN PLACE
@PROPOSED 4' X 5' TYPE G CATCH BASIN DOUBL[WLU
G-2 PER DETAIL DRAWING NO. SDRSD D-8 WITH~~
ST[EL GRATE PER ORA WING NO. SORSD 0-15,
SE[ DETAIL H & I ON SHE[T 19
@ PROPOSED STORM DRAIN CL[ANOUT TYPE A-4 PER
DRAWING NO. SORSO 0-9
@ EXISTING STREET TO B[ REMOVED/RELOCATED
~~~/2\
9.97'
6.00'
FUTURE TRASH
BIN LOCATION, I/ I ~i72
) I -) I 1 ~f,-ct;;::j:;}'°J' (38.66) FS
MATCH [X.
I
6' X 17' CONG. PAD FO ; 1i,
FUTURE NCTD BUS SIHEL TEl,Ri . • . '. -:: \:i-~5o.:.5c,Oc..' :::--;'LK~\
. EX. S/D[WA
~6 ->' .➔ \> -> ➔I// II • ::1 II 3 -TOP OF ' ' • I " • I , .
1
.
-) -) BERM g '\.i•._'~·., :,
i~> r ➔\ \·· ·1
t-_ 1Ci'l· II EX. BUS SIGN --,--.( • • : I -> -> ON LIGHT POLE ' • ··1 · (39.11) FS I
: ;,. MATCH E · I PROPOSED ; \ .
CU~B -•~ ),--__:__----
I
[X. CURB
I"' I/
-)
I\ , / • ' FUTURE BUS 1
[ ----) ) I {.39.15 : •• SIGN LOCATJON I.
Ill \!,. FS ' I I EX. GUTTER/ -) -) • · J9.23 FS ': / EDGE OF
3'X6' CONG. PAO \l+~Y::!.+---\jMjAiiTcjHJTIEX :I, 'I' P4VEMENT
-> I r :300· I
j \\,11\\
'
II
TOP OF~ :_, 5.50' : \ > BERM l ~ EX. SID[WALK : II
I i V-~-./---...---v--.. ~-..,,,---.,_~ 17
@PROPOSED NCT~c!~~-~OP LANDING
\1
I
I
I
\ \ •.. 11 _ I
\
(SEE SHEET 11 & 19)
\,._.A...../\.__/
"AS BUILT"
b,.e-~J ~ ;,
ry
3 u
Q_
(_)
I
OJ
~
I
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0
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_081017
I 032117
00 T"'I
tu w ::c
V)
H:l V) ;'
EXISnN'lr<cc---
SIDEWALK
' '
!
REAi.. -Ex. ST. INLET BOUNDARY
_.,-,--FL/RIM (J2.28) _,__LINE
IE (28.05) OUT I I[] ·21·so , LJ
SCALE: 1 "=10'
(SEE SHEET 10, SHEET 18 & THIS SHEET)
SCALE: 1"=10'
(SEE SHEET 11 & THIS SHEET)
REQl1RED TREATMENT CONTROL BMP TABLE
TYPE
FLOW-THROUGH PLANTER
VEGETATED BIO-SWALE
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
DESCRIPTION QUANTITY
TC-J2 0 SF
TC-32 6410 SF
.· ~\'/-IN ( -<-/
No. C59064
Exp. 6/30/15
!Zl/4):::dJ~~-~-"::::· :,,•=I==;.,~_:_' z./o~,q. CIVIL
HAIXIN ' .. i, PE DATE
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CONSTRUCT/ON NOTES:
1 o· 20' 40' 80'
SCALE
1" = 20'
"AS BUIL T11
k<o/~J , , 7/fs/UJ!J"
RCE sf 0'14 EXP. 6/~o /2--e/? DATE
DWN BY: HU
CHKD BY: ...)t-1--
RVWD BY: .:.1.,~
PROJECT NO.
SDP 09-04
DATE
DRAWING NO.
479-SA
I u,
-:n Lcl
' !_ __
08'1017
032'l17
..
~/ --~~CON <~~-.-.·.
' ,, ==1 [·;
,, · .. -'.'.1
I ~
ffl" . .
~1
m
111
fj
m m
i?. I"
. .
~.
,'}
m El
Si
Iii II
j.
i u
I ::;
I ;!.,,
¼
ffl
L (PUBLIC) SEE
AN DWG NO. 4
·11;;,,, .• .. ,;. •:•
,:,•,;• '
N 2010463.30
E 6231411.65
10"X/O"X6" TEE FL
SEE IMP. PLAN
DWG NO. 479-
N 2010463.41---==~~ij{l';
E 6231401.65 :
10"X/O"X8" TEE FLG
SEE IMP. PLAN
NO. 479-5
RIM 27.93~74·.,
6" SSPOC '======="=i===s-7
N 2010377.40
E 6231378.47
PROP. 6" WATER (PVT)
SERVICE CONNECTION
· BUILDING LINE
IE=22.50
FLOW THROUGH
PLANTER
r-m-=~c-'.'\c--r:rr-NOTE:
Oj
FLOW THROUGH PLANTER
DETAILS PER DETAIL 10
ON SHEET 22.
6" PVC-7_.,t-_.,
SEWER
15'
SECTION J: SEWER LATERAL
CROSS UNDER PLANTER NO. 3
NOT TO SCALE
(SEE THIS SHEET)
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
EXISTING UTILITIES ARE BASED ON ORA WING NUMBERS 805-3 & 805-6. EXACT
ALIGNMENT AND DEPTH OF UTILITIES WILL BE DETERMINED BY UNDERGROUND
INVEST/GA TIONS PRIOR TO CONSTRUCTION.
MONUMENT SIGN TO BE RELOCATED. PLACEMENT OF ALL SIGNS TO BE
DETERMINED PURSUANT TO THE WESTFIELD CARLSBAD SIGN PROGRAM.
EXACT PLACEMENT OF LIGHT STANDARDS AND OTHER SIGN FIXTURES IS SUBJECT
TO A DETAILED LIGHTING PLAN THAT SHALL BE APPROVED PRIOR TO ISSUANCE
OF A BUILDING PERMIT OR GRADING PERMIT, WHICHEVER OCCURS FIRST.
FIRE SPRINKLER SYSTEMS ARE REQUIRED. FIRE SPRINKLERS ARE TO BE
DESIGNED TO NFPA 13 STANDARDS BY FIRE SPRINKLER CONSULTANT.
FOR THE PROPOSED PUBLIC WATER AND SEWER RELOCATION PLAN SEE PUBLIC
WATER ANO SEWER IMPROVEMENT PLANS DRAWING NO. 479-5.
FOR THE PROPOSED STORM DRAIN SEE SHEETS 13, 15, 16, & 17.
SEE SHEET 21
XING
8" IE IN = (15.
10" IE OUT=(1
IM 27.07
IM= 28.00
16.59 W 6'
(16.39) EX.
BP 39.76 4" SWR
TP 38.66 6" SWR
PROP. 6" SS--
@ 2.00%
-,RIM 44.50
(z<) 6 SSPOC S-7
IE=38.50
V)
EX 54" RCP SD ··
PER ORA WING NO.
805-3, SHT. C-6
EXISTING 10" VCP
SEWER PER D WG.
NO. 805-3, C-9
LOT LINE
I ,
6" ssco 5-6 · ~="""""::c'-"173 RIM 44.31 I
1[=38.06 . --
,;, •,l.ijj.,ft-PROP. 6" SS
I • 0:i 6" SSCO
'-'5 /E=38.28
6" SSCO S-6 .
L 'i~i.!.!84J.--+~~'i~~mHri:F2011~73 I • , 1 • IE 39.20 IN
,·, RIM 44. 50
~6 SSPOC S-7
IE=38.50
PROP. 6" G
@ 2.00%
4" VENT SEE
PLUMBING PLANS
r: • RIM 43.66 ~ 6 ssco
IE=37.28
(74. RIM 44.50
ii," SSPOC S-7
IE=39.50
39.0
IE
7. 16
'IE
.81 • I
IE 37 97 OUT
/
/
GREASE INTERCEPTO
SEE PLUMBING P -u
6" SSC0173 ,
IE=39.74= ·, . v:;:::,
43.41 73, i
SSCO Y ROP SSMH S-
IM= 43.10
36.06 6" IN
25.98 8" IN
"
/'
/
; .
I
• !fl · PROP. 10 " PVC SEWER
1 [PER PUBLIC IMPROVEMENT
. PLAN DWG. NO. 479-5 .
. .
. If)
If) I
' ~ -i;ti.7:\ :;::_. · •.• -· · s· =~-) .. -%~~~--¾~~
''•sMHs-1·'. '.'
IM= 26.20 54 ' ' ,.·
16.20 IN 8" PVC ~
16.10 OUT 10" PVC ...
----I
f'
0 10· 20'
CONSTRUCT/ON NOTES:
(D PROP. 6" FIRE 1-/YDRANT ASSEMBLY PER DWG. NO.
479-5 AND 10' WATER EASEMENT (PR 14-03)
@ EXISTING SD MANI-IDLE TO REMAIN, PROTECT
IN PLACE
@) EXISTING 54" RCP SO PER DWG. NO. 805-3, SHT C-6
TO REMAIN, PROTECT IN PLACE
@) ROOF DRAIN, CONNECT TO PLANTER AREA THROUGH
POP-UP EMITTERS
@) EXISTING GA TE VAL VE TO REMAIN, PROTECT
IN PLACE
@1 EXISTING 18" SO PER OWG. NO. 805-3, SHT C-6 TO
REMAIN, PROTECT IN PLACE
@) EXISTING 21" SD PER DWG. NO. 805-3, SHT C-6 TO
REMAIN, PROTECT IN PLACE
@) EXISTING SSMH TO REMAIN, PROTECT IN PLACE
@PROPOSED SSMH PER CITY OF CARLSBAD STANDARD
D WG. NO S-1, SEE PUBLIC IMPROVEMENT PLAN 4 79-5
@ PROPOSED SEWER CLEAOUT PER CITY OF CARLSBAD
STANDARD DRAWING S-6
@ PROPOSED SEWER LATERAL PER Cl TY OF CARLSBAD
STANDARD DRAWING NO. S-7
PR/VA TE SEWER LINE DA TA TABLE
LINE LENGTH BEARING SIZE/TYPE
L1 20.61' N10'43'28"E 6" PVC SOR 35
L2 40.00' N16'07'29"W 4" PVC SOR 35
LJ 15.74' N87"06'55"E 6" PVC SOR 35
r L4 68.40' N70'38'06"E 6" PVC SOR 35
~
N70'38'06"E 6" PVC SDR-35 ,5 112.41'
~6 12.25' S70'43'28"W 6" PVC SDR-35
L7 39.04' N70'38'06"E 6" PVC SOR 35
LB 21.40' S19'16'32"E 6" PVC SOR 35
L9 20.05' NI 9'20'56"W 6" PVC SDR-35
LIO 69.26' N70'43'JQ"E 6" PVC SOR 35
L/1 1.39' S19'16'32"E 6" PVC SOR 35
L/2 1.45' S19'16'32"E 6" PVC SDR-35
L/3 31.55' N23'58'28"E 6" PVC SOR-35
L/4 33.00' N19'27'57"W 6" PVC SOR 35
L/5 21.81' 570'38'03"W 6" PVC SOR 35
L/6 6.15' S70'38'03"W 6" PVC SDR-35
L/7 8.00' N19'20'16"W 6" PVC SDR-35
LIB 17.57' S70'38'03"W 6" PVC SOR-35
L19 9.85' $19'21'58"[ 6" PVC SOR 35
L20 4.00' 519'20'16"E 6" PVC SDR-35
L21 19.51' N70'39'44"E 6" PVC SDR-35
L22 24.73' N70'39'44"E 6" PVC SDR-35
L23 40.19' N19'21 '57"W 6" PVC SOR 35
L24 18.75' N19'21'57"W 6" PVC SOR-35
L25 4.17' SI 9'21 '58"[ 6" PVC SOR-35
L26 9.39' S19'16'32"E 6" PVC SOR 35
SLOPE (%)
2.00
2.00
2.00
1. 11
1. 11
9.71
2.00
11.45
4.49
2.00
2.00 MIN.
. 2.00 MIN.
2.00
2.00
2.00
2.00
19.30
2.00
2.00
2.00
2.00
12.33
2.35
2.00
2.00
2.00
"AS BUILT"
\,,'3 i t,'-t<J;._,,._, ~ 7(r s I u Ir
80' RCE zfor,'f EXP, {,/Jo/z.o/9 DATE
SCALE
1" = 20'
INSPECTOR DATE
.
1----l--+------------lf-----t--+---+----t I SH20EET I CITY OF CARLS BAD s EETS
;:::::=::::~::;:;::::;;;EN:::;G;;IN:;E::::E::::RI::N:::G :::::D::E::::PA::R::::T:::ME::N:::::T=:=::~;;2';;5~J=:
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com HAIXIN LI, PE
\1-IN "<''r ( / -No. C59064 /Fi ~ Exp. 6/30/15 l}
C,V\\.. ,::<-HARDSCAPE AND WALKWAY CHANGES
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
GRADING PLANS FOR:
WESTFIELD CARLSBAD PHASE 1
{SP 09-01, SUP 09-07)
UTILITY PLAN
JASON S. GELDERT
---~~~'..dll.~,4,..-----,--,,-IZ.• "(,Lf I /LI
ENGINEERING/ AN AGER PE 63912 EXPIRES 9 30 1 b DA TE
DWN BY: HLI
DATE INITIAL DATE INITIAL CHKD BY: .,J<.ll,
OTHER APPROVAL CIT'!' APPROVAL RVWD BY: .!.\.~-
PROJECT NO.
SDP 09-04
DRAW1NG NO.
479-SA
0
N
!
us1017
03'2117
GENERAL NOTES:
BU/LO/NG
FOOTPRINT
1. EXISTING UTILITIES ARE BASED ON DRAWING NUMBERS 805-3 & 805-6. EXACT ALIGNMENT ANO DEPTH OF
UTILITIES WILL BE DETERMINED BY UNDERGROUND INVEST/GA TIONS PRIOR TO CONSTRUCTION.
2. MONUMENT SIGN TO BE RELOCATED. PLACEMENT OF ALL SIGNS TO BE DETERMINED PURSUANT TO THE
WESTFIELD CARLSBAD SIGN PROGRAM.
3. EXACT PLACEMENT OF LIGHT STANDARDS AND OTHER SIGN FIXTURES IS SUBJECT TO A DETAILED LIGHTING
PLAN THAT SHALL BE APPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT OR GRADING PERMIT,
WHICHEVER OCCURS FIRST.
4. FIRE SPRINKLER SYSTEMS ARE REQUIRED. FIRE SPRINKLERS ARE TO BE DESIGNED TO NFPA 13 STANDARDS
BY FIRE SPRINKLER CONSULTANT.
5. FOR THE PROPOSED PUBLIC WATER AND SEWER RELOCATION PLAN SEE PUBLIC WATER AND SEWER Al
IMPROVEMENT PLANS DRAWING NO. 479-5. ~
~~~ 'v""''v-✓ -V-V---V-V-V--76, PROVIDE C.ONTROL DENSITY FILL (C.O.F.) BETWEEN PIPES AT CROSSING LESS THAN 1.0' CLEAR. CONTRACTOR L TO POTHOLE EXISTING UTILITY TO VERIFY EXACT LOCAT/0 AND DEPTH AT PROPOSED UTILITY CROSSINGS. \.._,"J'-.._....,~-.._..A.....A.--....A_.../\....A.,/
BU/LOTNG
LAfF=1f.SO
SEE SHEET 20
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100
IN ~o<, <J _ _..._.,,
www.hofmanplanning.com HAIXIN LI, PE
\'/.IN (
->:-"' /
No. C59064
Exp. 6/30/15 ( >/4f/ 'J.1)/i CIVIi..
DATE
' "··· I'
"·, / /
/
EX. UNDERGROUND I
ELECTRICAL LINE I
/
/
/
/
'< Jit.
;;
0)
'1
ii
;1
" ,,
f!
~
\'j
0
I
),,
I
I
I
>
I
CONSTRUCTION NOTES:
Ci) PROPOSED 6" FIRE HYDRANT ASSEMBLY PER OWG. NO.
479-5 AND 10' WATER EASEMENT (PR 14-03)
@ EXISTING SO MANHOLE TO REMAIN, PROTECT IN PLACE
@ EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE
@_; EXISTING 54" SO PER OWG. NO. 805-3, SHT. C-6
TO REMAIN, PROTECT IN PLACE
~ EXISTING WATER VAL VE TO REMAIN, PROTECT IN PLACE
@EXISTING 6" SO PER DWG. NO. 805-3, SHT. C-6 TO
REMAIN, PROTECT IN PLACE
@ EXISTING 18" SD PER OWG. NO. 805-3, SHT. C-6 TO
REMAIN, PROTECT IN PLACE
@) EXISTING 21" SO PER OWG. NO. 805-3, SHT. C-6 TO
REMAIN, PROTECT IN PLACE
@PROPOSED SSMH PER CITY OF CARLSBAD STANDARD
OWG. NO 5-1, SEE PUBLIC IMPROVEMENT PLAN
DRAWING NO. 479-5
@ PROPOSED DROP SSMH PER CITY OF CARLSBAD
STANDARD DWG. NO S-2, SEE PUBLIC IMPROVEMENT
PLAN DRAWING NO. 479-5
@ PROPOSED SEWER CLEANOUT PER CITY OF CARLSBAD
STANDARD DRAWING NO. 5-6
@ PROPOSED SEWER LATERAL PER CITY OF CARLSBAD
STANDARD DRAWING NO. S-7
y· ~ . ~~'n
PR/VA TE SEWER LINE DATA TABLE I)
LINE LENGTH BEARING TYPE SLOPE(%)
LI 156.17' S7D'36'31"W 6" PVC SOR 35 2.05
L2 14.21' 570"36 'JI ''W 6" PVC SOR 35 2.96 <
LJ 4.00' 570'36'3/"W 6" PVC SOR 35 2.00 I
L4 73.00' N/9'20'/J"W 6" PVC SOR 35 4.44
I~ L5 78.00' N19'20'13"W 6" PVC SOR 35 2.76
L6 112.00' S70'36'31"W 6" PVC SOR 35 2.00
L7 73.00' N19'23'29"W 6" PVC SOR 35 2.00
LB 73.00' N19'23'29"W 6" PVC SOR 35 2.04
L9 68.00' N19'23'29"W 6" PVC SOR 35 3.47
LIO 10.00' N19'23'29"W 6" PVC SOR 35 1.54
LI 1 25.00' 570'36'31 "W 6" PVC SOR 35 1.54
Ll2 111.00' N19'23'29"W 6" PVC SOR 35 2.84 J
LIJ 4.00' S70'36'31 ''W 6" PVC SOR 35 2.00 •
Ll4 11.00' 570'36'31 "W 6" PVC SOR 35 4.09
Ll5 12.50' NI 9'20'1 J''W 6" PVC SOR 35 8.08
Ll6 56.00' N19'23'29"W 6" PVC SOR 35 1. 61
LI 7 10.00' S70'36'31 ''W 6" PVC SOR 35 2.76 ~
LIB 4.00' 570'36'31 ''W 6'' PVC SOR 35 2.00
6" PVC SOR 35
I
Ll9 108.00' 570'36'31 ''W 1.00
L20 10.00' N19'23'29"W 6" PVC SOR 35 1.00
L21 45.00' N19'23'29"W 6" PVC SOR 35 1.54
L22 46.00' 500'02'26''W 6" PVC SOR 35 4.36
L23 6.00' 540'03'29"[ 6" PVC SOR 35 4.36
L24 3.21' NB9'57'38"W 6" PVC SOR 35 31.15
L25 3.23' NB9'57'38"W 6" PVC SOR 35 46.44
_p___,..____,A~ A -
"AS BUILT"
1 o· 20· IJO'
);O ~:,_~ 7/t~/UJ!S
RcES9o6f EXP 6/Jo/u19 DATE
SCALE
1" = 201
REV;J.i?WED BY1 /7 # , hA.,,14. (~ .....
INSPECTOR
9,/21(,i,;{'
DATE
i----,-----j--------------+-------,--CTJ crrNriNE~!NG ~b~~~]AD I s 2Wr)
~G:.,R::;:AD,;:,IN~G,:;P,;:,LAN~~S::,F~O,,;R~: ::::::::::::::::::::::::::::::::::::::::::::::::::==~;:::::;~~
s
CHANG[ LOCA TTON OF 4" V[NT
07 28 14 R[PLACES SHEET ORIGINALLY SIGNED 4 28 14
07/28/14 1 ADDED S[WER LAT[RALS AND GR[AS[ INT[RC[PTORS
DA lE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
UTILITY PLAN
JASON S. GELDERT
I IZ.,2.L/, /L/
I ENGINEERING, ANAGER PE 63912 EXPIRES 9 30 H, DATE
DWN BY: HLI
f-D_A_lE_'-IN_lll_A_L +--DA_TE_..1.....IN_lll_A.c:L--1 CHKD BY:,;,,.~.
OTHER APPROVAL CITY APPROVAL RVWD BY: ~\..?-.
PROJECT NO.
SDP 09-04
DRA'MNG NO.
479-SA
<D
0
'.0
0 N ~ z
0
032117
_J
<( w a:::
0 z
FS
AS SHOWN
ON PLAN
PROP. WI-IETL STOP
AT O" CURB I. o'
EXISTING AC~
PAVEMENT
}?i/tt~~:}:}\~\'·
PROP. AC
PAVEMENT
PROP. O" CURB OR
CONCRETE HEADER
5.0'
50% AGGREGATE MULCH
AND 50% COBBLE MULCH.
FS
AS SHOWN
ON PLAN
AVG. 2" DEEP. PROP. WHEEL STOP
REFER TO LANDSCAPE AT O" CURB
PLANS 2.0' 0 7.0' {)XISTING AC
--y--J:,J~E:>SCOP[\/Gl ,-f' PAVEMENT
ROUGH GRADE ,, , :::;-7J;?-'f0.\7_.:y,;-p,;~;
AS SHOWN ON -,,_ };ti~{iY:~·/;:p:,-_:\J
2.0' A,
PROP. AC
PAVEMENT
PROP. O" CURB OR
,;,;,, · CONCRETE HEADER i'\{_ PLANTABLE SOIL
GEOTEXTILE LINER,
WRAP DOWN 6" @ EDGE
OF PAVEMENT
MIN DEPTH JO"
SOIL FILTER MIX
50% SANO \._/I~
4" PERFORATED HOPE PIPE fu 20% COMPOST
JO% TOPSOIL
5.50'
EX. SIDEWALK
ROW
4.0'± 8.00'
_..---2.0' BERM WITH
2: 1 MAX
SID[ SLOP[ AND
2.S'R ROUNDING
ON TOP
MIN PERGOLA TION RA TE OF 5''/HR
HOPE OR PVC GEOMEMBRANE WITH
A THICKNESS OF AT LEAST 30 MIL.
10.0'
50% AGGR[GA T[ MULCH AND SOX
COBBLE MULCH. AVG. 2" DEEP.
REFER TO LANDSCAPE PLANS
5.0'
5.50 ROW
EX. FS
AS SHOWN
ON PLAN
-EX. CURB &
GUTTER
10.0' r 50% AGGR[GA T[ MULCH AND 50%
COBBLE MULCH. AVG. 2" O[[P.
R[F[R TO LANDSCAPE PLANS
5.0'
2" THICK 3/4" AGGR[GA T[
2.50'
EX. FS
AS SHOWN
ON PLAN
3" COBBLE-
PROP. WHEEL STO
AT O" CURB
('tYYY~~h
~ 1
TOP DIAMETER OF 'j'
' 0.45"-0.47" ~
BASE DIAMETER OF
0.9"-0.92"
),----.--LO
ELEVATION
FS
AS SHOWN
ON PLAN
PROP. WHEE/ STOP
AT O" CURB
4' MIN
TOP
LANDING
"' w
"' ~ ~ ~ 2.0%
MAX Cw c:,·
-C,
V) "'
" DEEP GROOVES
A
s
T f O.C. PER
ORSO G-32
v
, w
"'
.,
"'
"'
'
'
6" CURB
"' w
w
"' 'V
V LA'/</D~CAPING
' "' V w
tANDS'!:APINCV 6'. ,, 8' w
RAMP w BOTTOM LANDING w ~ ~ ~
J
6" CURB
8.33% ~i~ MAX >c, "" "'
,
'¥
V
"' ~0000000000
... c, 0 0 0 0 0
"' ") v )0 ~00000 o 0 ·o 1 0 o
V ) "0 0" 0 n O ,-, 0
/
,rttJRB1/""v-, V rr--gr _,-/ DRIVE-WAY
~$Ji 3' DEEP RAISED TRUNCATED ,, >c,
"' ~. 2.0% ~~ MAX Cw "' c:,
Gj
f DEEP GROOVES
AT f' O.C. PER
SDRSD G-32
6" CURB
8.33%
MAX 0
")
O" CF
J' OEEF' RAISEI'>
TRUNCATCD
DOM[ DETECTABLE
A\, WARNING SURFACE
ru~(Ji)
6" CURB
V
0 O~K, O_O 0000 ~0000 w
000 00000 w
0 o 0 o o 0 o 0 o w
DRIVEWAY
>c,
"" "' ~~µ;
,, 6' ,I,
"' RAMP w
v
8.33%
MAX
V v •>
r-' v w
1'-::.6" CURB
w
C' "' "'
4 MIN
TOP
LANDING
V w
~ 2.0% ."" "' MAX C,
"'
\:-r DEEP GROOVE s
w AT f 0.C. PER
SDRSD G-32
"' w w
w w V w
RIM ELEVATION
DUCTILE IRON FRAME AND
GRATE EITHER OPEN, SOLID,
OR ATRIUM
PER PLANS'\-_L..._f-----+------.
I.E. P[R
PLANS
J= 1/2"
~-:-~, ;;~-~\ --" \'. -:~: -'=;-:-,;~~~7 ~-----.--_-> .:
(7,_,1---
*(1) ADAPTERS CAN
BE MOUNTED ON AN
ANGLE.
V 'LAND!I'CAPIN'C V w w PRNATE STORM DRAIN INLET/CLEANOUT
~ NOT TO SCALE v V w V V -
O" CF 6" CURB
if" CURB w
w V
w
w v
O" CF
w V
6" MAX PONDED---
WATER DEPTH
TW---..__
6" ABOVE
TOP OF MULCH
VARIES
PER PLAN
(SEE SHEET 13,15,16,17)
DOWNSPOUT
y-BUILDING NOTE: <; 6" DEEP
'.-.·.'MU''C.'H 1. 6.00' FOR
-L PLANTER NO.
",,-;"-<-~*~,L ,,-',-tf POP-UP EMITTERS 1, 2, J & 4
--/'.?y\,-:, 2. 18" MIN. FOR
.--,1c.l.P CONCRETE I PLANTER NO. 5
0,, MIN. WALL Ml.f::_5" THICK ~ ~ G L::.~~: '""./:~:,~;~--:~.:,·::~;,·"\,.··~-.. -"--'1· 3: 1 SiO[ SLOPE
ROUGH GRAD[ AS
SHOWN ON PLANS
1.0'
EXISTING
PAVEMENT
00 PEDESTRIAN RAMP CASE 4
\.!!!] fl?TH DETAILS PER SORSO G-30, G-31, G32
NOT TO SCALE
8" PERFORATED UNDERDRAIN AT
0.5% IN¾" AGGGREGATE BASE
GRAVEL BED. _J w
AS SHOWN
ON PLAN
FL .. •• .. · .. ·•./(
AS SHOWN c,i;i j,J
ON PLA_N ____ :/·· ----:-'.'_c'..'. _i:. _··.
G[OT[XTIL[ FABRIC >.;~/;)tdl
2" THICK 3/4" AGGREGA T['--+ff:tt
,•,!,'
,,,;,; ~-"7','_7,C-,/,·/,
;,_;;('. '.'-<·'~;,:5·%i{}{)]j
PROP. AC
PAVEMENT
~{/l:'i "-PROP. O" CURB OR · l;(!{f:Z __ CONCRETE HEADER
, ' PLAN TABLE SOIL
... -1bl1f ~'--~iL 0{[;pR 3ir:
• }}/ 50% SAND
.-d~:/\ .,, .. · 20% COMPOST
G[OT[XT/L[ LINER,
WRAP DOWN 6" @
EOG[ OF PAVEMENT
30% TOPSOIL
3" COBBLE-~=-2:""' MIN PERCOLATION RA TE OF 5"/HR
2.0'
4" PERFORA T[D HOP[ PIP[ HOP[ OR PVC G[OMEMBRAN[ WITH
A THICKNESS OF AT LEAST 30 MIL.
23'1 2 4" -
n 0 (9 r
0 0 G
ci~->u ' ... -"" > I 0 0 0 0 ' "' ""
PLAN
TRUNCATED DOME DETAIL
PER 2013 CALIFORNIA BUILDING CODE, 1/B-705.1
NOT TO SCALE V . (SEE SHEET 5,6,7,9,10 & THIS SHEET)
~\..,A/ W VEGETATED BIOSWALE (EL CAMINO REAL)
~ NOT TO SCALE 5 ,, CF
SE[ LANDSCAPE PLANS FOR SPECIFIC PLANTING DETAILS ~
S[[ SH[[T 19 ( 3' DE[P RAriED1--,-.,/
NOTE:
RAMP MUST MEET ALL
TITLE 24 REQUIREMENTS.
w V w
'Y V w
w
V
(SE[ SHEET 5,9, 10) 12" PVC SO1--CROSS SECTION
~ FLOW THROUGH PLANTER
NOTE:
RAMP MUST MEET ALL
TITLE 24 REQUIREMENTS. 6" CF 3' 6" CURB 4' MIN.
,__ ____ .,L _______ -1-__,I .. LANDING • 1
,
O" CURB ooooooo . I
I
~ NOT TO SCALE
(S[E SHEET 7, 13, 15, 16, 17)
/4\ r, oo~~gg~
~ 5,, 0°0°0
MA ooooo
00000000. ~<l
00000000
000 0000
0 o 0 o 0
00000000 B.33%
MAX
2%
MAX
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w w
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o 0 o 0 o 0 o 00000000
o 0 o 0 o 0 o 0 c , ..
1 16" CUR
...
TRUNCA TED DOM
DETECTABLE W,
SURFACE PER
f-=c=--j
U O O 0 ooooooooa' .
0 0 0 00 o 0 o 0 o 0 o (.
•
\ O" CURB 6' MIN. 1' WIDE BORDER
WITH ¼" GROOVES
@ ¾" O.C., PER
SDRSD G-32 w
'1/ w
w w
w
6" CF
@ PED RAMP AT CURB RETURN CASE I
@ fWTH DETAILS PER SDRSD G-30, G-31, GJ2
NOT TO SCALE
BRANCH WYf
-----.MIN DEPTH 18"
SOIL FILTER MIX.
50% SAND
20% COMPOST
30% TOPSOIL
MIN PERGOLA TION
RATE OF 5" HR
45' BENO
8" LATERAL
NOTE : ALL GEO TEXTILE IN THS/ DETAIL SHALL BE PERMEABLE. 11::,, ( TRUCA TED OOME:
• __________________________ us_E_M_1_RA_F,_1_1_4o_N_o_R_s1_M1_LA_R_. _____________ -, ____ ..J. ___________________ -:'--,fl DETECTABLE ,.,,,.+--=-_.....,
WARNING
(_ · SURFACE PER Jt\---1--'L--LOL...._-"'._~
.J'
6" t/JRB V 4' MIN.
LANDING w w w (Sf£ SHEET 7, 9)
\.._1 % MINIMUM
SLOPE PRNATE STORM DRAIN CLEANOUT
NOT TO SCALE
(SEE SHEET 13,15,16,17)
0
<(
0
ct:
5.00'
EX. SIDEWALK
EX. FS
AS SHOWN
ON PLAN
EX. CURB &
GUTTER
ROW
2.5 '
10.0'
50% AGGR[GA TE MULCH ANO 50%
COBBLE MULCH. AVG. 2" O[[P.
REFER TO LANDSCAPE PLANS
5.0'
3: 1 SID[ SLOP[
ROUGH GRAD[ AS
SHOWN ON PLANS
2" THICK 3/4" AGGR[GATE'1
3" COBBLE
2.0'
4" P[RFORA T[D HOP[ PIPE
,.ct--"'-M/N DEPTH 30"
SOIL FIL TER MIX
50% SAND
20% COMPOST
30% TOPSOIL
FS
AS SHOWN
ON PLAN
PROP. WHEEL STOP
ATO"CURB
G[OT[XT/L[ LINER,
WRAP DOWN 6" @
[OG[ OF PAVEMENT
MIN PERCOLATION RA TE OF 5"/HR
HOP[ OR PVC G[OMEMBRAN[ WITH
A THICKNESS OF AT LEAST 30 MIL. ® VEGETATED BIOSWALE
22 NOT TO SCALE
(MARRON ROAD)
NOTE : ALL GEOTEX77LE IN THIS DETAIL
SHALL BE PERMEABLE. 5[[ LANDSCAPE PLANS FOR SPECIFIC PLANTING DETAILS
S[[ SH[[T 12, 13 & 14 USE MIRAFI 140 N OR SIMILAR.
(~~'
Cw 3 ~ f--2.0' MIN. FINISH SURFACE ::0 COLD PLANE A.G. PAVEMENT ~I ~ FINISH SURFACE
u'i 0.10' MIN. A.G. PAVEMENT
AC. 0 VERLA Y
ti'\ GRIND AND/OR OVERLAY DETAIL
~ NOT TO SCALE
SHEET 4, 5, 6, 9, /0
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofrnanplanning.com
O" CF
5.0%
MAX
O" CF
6" CF
NOTE:
RAMP MUST MEET ALL
TITLE 24 REQUIREMENTS.
V
1;0~1----t
HAIXIN LI, PE
6" CF
6' MIN.
V "1,,
LANDSCAPING
V 'V w
2%
MAX SIDEWALK
,1' W/0&,BORDliR WIT!-lv
¼" _GROOVES @ ¾"
O.C:, P[R 'SDRSD "G-32
V V V
PED RAMP AT CURB RETURN CASE 2
WITH DETAILS PER $ORSO G-30, G-31, G32
NOT TO SCALE
(SEE SHEET 6,7,9, 10)
3'
1.5' 1.5'
,,-----o.ASE TO BE DETERMINED
BY "R" VALUE TEST,
BY SOILS ENGINEER
11 AS BUILT"
bo~·.,...,J i) 7/2.r (wtS
RCF s:9o64-EXP. l,(Jo/7,,011 DATE
INSPECTOR DATE
1---l---+------------+---+--+--t---t[ SH22EETI CITY OF CARLSBAD SHEETS~
ENGINEERING DEPARTMENT I . 2~ J
;::G::::R~AD;;l;;N:;G~P;;LAN==;:;:S::;F~O~R;:: =:=::::::::::':::::::::::::::==::==~~7,f~
DATE
\ 'I, IN (
->c"' /
No. C59064
Exp. 6/30/15
CIVI'-DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
TYPICAL DETAILS AND SECTIONS
OWN BY: HU
CHKD BY: .lt.1·
RVWD BY: .;1,.\1-.
JASON S. GELDERT
PROJECT NO. DRAWIMG NO.
SDP 09-04 479-SA
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Planning & Engineering
3156 Uonshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
)
I
Lz<2£i.q5: ,4
HAIXIN LI, PE DATE
CONSTRUCTION NOTES:
(vPROPOSED 4" AC PAVEMENT OVER /J" AB
0) PROPOSED 6" CURB PER DETAIL DWG. NO. SDRSD G-1
Q'V PROPOSED STRIPING
(!_v PEDESTRIAN CROSSSING STRIPING PER LANDSCAPE PLAN
DRAWING NO. 479-5L •
(g EXISTING CURB TO REMAIN, PROTECT IN PLACE
~ EXISTING STREET SIGN TO REMA/,. PROTECT IN PLACE
@<!) PROPOSED PEDESTRIAN RAMP PER DETAIL 12 ON SHEET 22
@ PROPOSED STOP SIGN PER DETAIL DWG. NO. MUTCD Rt-1
@!) EXISTING CONCRETE CURB AND SIDEWALK TO BE REMOVED
NOTE:
1. EXISTING UTILITIES ON SHEETS 20 & 21 FOR
WATER AND SEWER ARE BASED ON RECORD
DRAW/NG. EXACT ALIGNMENT AND DEPTH OF
UTILITIES WILL BE DETERMINED BY UNDERGROUND
INVEST/GA TION PRIOR TO CONSTRUCTION.
2. FOR PUBLIC WATER & SEWER PLAN SEE PUBLIC
WATER AND SEWER IMPROVEMENT PLANS
DRAWING NO. 479-5.
J. REFER TO UTILITY PLANS SHEETS 20 AND 21
FOR PRCJfOSED WATER AND SEWER LINE.
4. CON TRACTOR SHALL PROTECT ALL EXISTING
/RR/GA TION SYSTEM AND RECONSTRUCT ANY
PARTS DAMAGED BY CONSTRUCT/ON.
LINE DA TA TABLE
LINE LENGTH flF:ARING CURB TYPE
LI 9.36' NBc 5'25"[ 6", G-1
CURVE 0~ A TABLE
CURVE LE IGIH RAO/IS DELTA CURB TYP
Ct /() 24' 10.ro· 58'39'16" 6", G-1
C2 .., 85' 5.00' 90'00'00" 6", G-1
CJ 9.09' 151.92' 03'25'47" 611, G-1
C4 ,J.01' 10.00' 74'30'57" 6", G-1
C5 5.83' 3.00' 111'23'12" 6"1 G-1
o 1 o· 20· 40'
SCALE
1" = 20'
II AS BUILT"
80'
l/3 •·.,q,_____, L..i, 7 /1 r / u / ~
RCE.£'/ill-EXP. 6/3 ti/~{7 DATE
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PROPOSED 4"
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EXISTING
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Planning & Engineering
3156 Uonshea~ A1181ue, SUlte 1
Cllrlsbad, CA 92010
(760) 692-4100 www.hol'manplal1lll1g.am
IE
20.96
4" SSPOC
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12/09/16
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
10'
GENERAL NOlES:
1. EXISTING UTILITIES ARE BASED ON DRAWING NUMBERS 805-3 & 805-6. EXACT
ALIGNMENT AND DEPTH OF UTILITIES WILL BE DETERMINED BY UNDERGROUND
INVEST/GA TIONS PRIOR TO CONSffiUCTION.
2. FOR THE PROPOSED PUBLIC WATER SEE PUBLIC WATER IMPROVEMENT PLANS
DRAWING NO. 479-5.
II AS BUILT"
20' 40' 80' RCE EXP.
REVIEWED BY1
SCALE
f' = 201
INSPECTOR
DATE
~ CITY OF CARLSBAD SHEETS<
2·5 1 4 ENGINEERING DEPARTMENT
GRADING PLANS FOR: ~✓
WESTFIELD CARLSBAD PHASE 1
10,5-17 .J~ (SP 09-01, SUP 09-07)
UTILITY PLAN
JASON
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DRAWING NO.
479-SA
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PROP. 4" VENT
IE 22. 91
EX. BUILDING
LINE
Hofman
Planning & Engineering
3156 Lionshead Avenue, Suite 1
Carlsbad, CA 92010
(760) 692-4100 www.hofmanplanning.com
LOT 12
/ \
0 10' 20'
I
10'
SCALE
1" = 20'
80'
GENERAL NOTES:
1. EXISTING UTILITIES ARE BASED ON DRAWING
NUMBERS 805-J & 805-6. EXACT ALIGNMENT
AND DEPTH OF' UTILITIES WILL BE DETERM/NcD
BY UNDERGROUND INVEST/GA TIONS PRIOR TO
CONSTRUCTION.
2. F'OR THE PROPOSED PUBLIC WATER SEE
PUBLIC WATER IMPROVEMENT PLANS
DRAWING NO. 479-5.
11 AS BUIL T 11
RCE __ _ EXP, ___ _ DATE
REVIEWED BY•
INSPECTOR DATE
i----+--+----------+----1---1---e--~ I S2HE5ET I CITY OF CARLSBAD ~5
ENGINEERING DEPARTMENT ~ ~=:::'....'::===========::::'....':::==== GRADING PLANS FOR:
9 25 17 BCR/EJM NEW SHEET
PROPOSED ADDITIONAL 4" PVC GREY WATER,
4" PVC SANITARY SEWER & GREASE INTERCEPTOR
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
CITY ENGINEER
DWN BY: BR EJM
CHKD BY:
RVWD BY:
UTILITY PLAN
JASON S. GELsOERT
10-'5-,017
EXPIRES 9 30 18 DATE
PROJECT NO. DRAWING NO.
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SEE owe. NO 479-5
EX. 8" PVC WATER
FOR FIRE SPRINKLER
PER DWG 479-5A
EX. SDM/-1
(lfM (26.U0)
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EX. 6" WA TUI (
SER I/ICE CONNEL'
. . . . . . " . . . . . . , ' , . ' . . . . " . . . . . . . .
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-1-2018 BR/EJM
DA TE INITIAL
ENGINEER OF WORK
ADD NEW SHEET
REVISION DESCRIPTION
GENERAL NOTES:
1. EXISTING UTILITIES ARE BASED ON DRAW/NG
NUMBERS 805-3 & 805-6. EXACT ALIGNMENT
AND DEPTH OF UTILITIES WILL BE DETERMINED
BY UNDERGROUND INVEST/GA TIONS PRIOR TO
CONSTRUCTION.
2. FOR THE PROPOSED PUBLIC WATER SEE
PUBLIC WATER IMPROVEMENT PLANS
DRAW/NG NO. 479-5.
NOTE:
ALL STORM DRAIN PROPOSED IS TO BE
PR/VA TEL Y MAINTAINED.
WORK IS IN SUPPORT OF CBC 2018-0063
0 5• 1 o·
RCE
REVIEw'ED
INSPECTOR
■
20· 40'
SCALE
1" = 10'
11 AS BUILT"
EXP. DATE
BY•
Ll§J CITY OF CARLSBAD SHEETS
26 6
-
DATE INITIAL DA TE INITIAL
OlHER APPROVAL CITY APPROVAL
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
WESTFIELD CARLSBAD PHASE 1
(SP 09-01, SUP 09-07)
UTILITY PLAN
APPROVED: JASON S. G
CITY ENGINEER RCE 63912 EXPIRES 9 JO 18 DATE
DWN BY: BR EJM
CHKD BY: ~c..,
RVWD BY: l"-v
PROJECT NO.
SDP 09-04
DRAWING NO.
479-SA
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