HomeMy WebLinkAboutDWG 467-4A; PIP 09-02; ISIS PHARMACEUTICALS; 01-07I -
GRADING NOTES BMR-GAZELLE COURT
GRADING PLAN
LLC
(IN AOO/T/ON TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL COO£)
1. 71-1/S PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY 71-/E CITY OF
CARLSBAD REGARDING GRADING SHOWN ON 71-1/S SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTTON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS 71-/EY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE
THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR
ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE
PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR 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 BE FILED
NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S
POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF
LIABILITY. THE INSURANCE COMPANY WRITING T/-/E POLICY MUST HA VE A RA TING OF
"A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED
BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF T/-/E UNIFORM BUILDING CODE, RETAINING
WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM T/-/E
BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND 071-IER APPROPRIATE AGENCIES.
7. APPROVAL OF T/-/ESE PLANS BY T/-/E CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL T/-/E PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO Tl-!ESE PLANS WIT/-/OUT T/-/E WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED Wl71-IIN T/-/E REVISION BLOCK, ON Tl-!E APPROPRIATE
SHEET OF THE PLANS AND THE TTTLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME T/-/E PROPERTY OF THE CITY UPON BEING
SIGNED BY T/-/E CITY ENGINEER.
10. 71-IE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY
THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY T/-/E CITY.
11. ACCESS FOR FIRE AND OT/-/ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WIT/-/IN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTTON CURVES,
SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF T/-/E STA TE OF CALIFORNIA,
PR/NC/PALLY DOING BUSINESS IN T/-/E FIELD OF APPLIED SOILS MECHANICS. T/-/E
SOILS REPORT WILL BE SUBMITTED TO 71-/E CITY ENGINEERING INSPECTOR 'MTHIN
TWO WORKING DAYS OF T/-/E COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTTON REPORT AND COMPLIANCE VERIFICATTON REGARDING
ADHERENCE TO RECOMMENOA TIONS OUTLINED IN T/-/E SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL
BE DONE UNDER Tl-!E DIRECTION OF A PROFESSIONAL ENGINEER OF Tl-!E STA TE OF
CALIFORNIA PRING/PALLY DOING BUSINESS IN T/-/E FIELD OF APPLIED SOILS
MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 'M71-I Tl-/£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND T/-/E
"EARTHWORK SPECIF/CATIONS" A TTACHEO TO T/-/E PRELIMINARY SOILS /NVESTTGA TION.
DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO T/-/E PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELO AT Tl-!E SITE PRIOR TO T/-/E BEGINNING
OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCT/ON, INSPECTION. SUPERVISION. TESTING AND ALL 071-/ER ASPECTS OF T/-/E
WORK. Tl-!£ CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING
71-/E INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. Tl-!E CONTRACTOR WILL T/-/EN BE CONTACTED BY THE
PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR THE PRECONSTRUCTTON
MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. T/-/E
GRADING PERMIT WILL BE PROVIDED BY Tl-!E PROJECT INSPECTOR AT Tl-!E MEETING.
15. ALL INSPECTION REQUESTS OT/-/ER T/-/AN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760)438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON T/-/E DAY BEFORE T/-/E INSPECTION IS NEEDED. INSPECTTONS 'MLL BE MADE
T/-/E NEXT WORK DAY UNLESS YOU REQUEST OT/-/ERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. T/-/E OWNER ANO/OR APPLICANT THROUGH Tl-!£ DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING,
ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY ANO HEALT/-1 STANDARDS, LAWS ANO REGULATIONS.
17. T/-/E CONTRACTOR SHALL CONFORM TO LABOR CODE SECTTON 6705 BY SUBM/TTTNG A
DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING, BRACING SLOPING OR OTl-!ER PROVISIONS TO BE MADE OF
WORKER PROTEC170N FROM Tl-/£ HAZARD OF CAVING GROUND OUR/NG Tl-/£
EXCAVA TTON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
Tl-!EREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPT/-/ ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF T/-/E PLAN VARIES FROM T/-/E SHORING SYSTEM
STANDARDS ESTABLISHED BY T/-/E CONSTRUCTTON SAFETY ORDERS. 77TLE 8
CALIFORNIA ADMINISTRATIVE CODE. T/-/E PLAN SHALL BE PREPARED BY A
REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO T/-/E INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAS17NG
PERMIT WELL IN AO VANCE OF THE SCHEDULING OF BLASTTNG OPERA 170NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'M71-IIN ANY WORK AREA
OUR/NG CONSTRUC770N, OPERA noNS WILL CEASE IMM[O/A TEL Y, ANO THE
PERMITTEE WILL N077FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUT/-/ORITY FROM THE CITY ENGINEER
TO 00 SO.
20. ALL OPERA 170NS CONDUCTED ON Tl-/£ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 770N OF TRUCKS,
EARTl-!MOV/NG EQUIPMENT, CONSTRUC770N EQUIPMENT ANO ANY OT/-/ER ASSOC/A TEO
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EAR TH MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WfEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT Tl-!£ ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY T/-/E CONTRACTOR TO T/-/E
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY T/-/E CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 71-IE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY Wl71-IIN 71-/E AREA TO BE GRAOEO. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NO TEO ON Tl-!E PLAN.
24. ALL AREAS SHALL BE GRADED TO GRAIN. GRADING RESULTING IN 71-/E PONO/NG OF
WATER IS NOT PERMITTED. ALL EART/-/EN SWALES ANO DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
T/-/E CITY ENGINEER OR AS DIRECTED BY Tl-!E PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAGE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTTON. THE SI TE SHALL BE LEFT IN A NEAT ANO ORDERLY
COND/770N. ALL STONES, ROOTS OR OT/-/ER DEBRIS SHALL BE REMOVED ANO
DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED AND/OR HYDROSEEOED
'MT/-1/N TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS
SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, 71-/E LANDSCAPING PLANS FOR T/-1/S
PROJECT, DRAWING NO. 467-4L, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR
PLANNING DIRECTOR.
29. T/-/E OWNER/APPLICANT SHALL INSURE 71-/A TALL CONTRACTORS SHALL COORDINATE
TNE WORK OF T/-/ESE GRADING PLANS 'MT/-/ THAT SHOWN ON BOTH T/-/E LANDSCAPE
ANO /RR/GA 770N PLANS AND T/-/E IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK
IN ACCORDANCE WI Tl-/ THE LANDSCAPE MANUAL TIME REQU/REMEN TS.
30. WHERE AN EXIS77NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF Tl-!E GRADING
OPERA 770N, IT SHALL BE REMOVED 'MT/-1/N TWENTY FEET OF BU/LO/NG OR STREET
AREAS ANO REPLACED 'MTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE
PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY T/-/E CITY
ENGINEER.
31. T/-/E CONTRACTOR SHALL VERIFY T/-/E LOCA 770N OF ALL EXISTING FACILITIES
(ABOVEGROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFF/CIENTL Y AHEAD
OF GRADING TO PERMIT THE REVISION OF T/-/E GRADING PLANS IF IT IS FOUND T/-/AT
THE ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/ T/-/E PROPOSED WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR T/-/EIR FACILITIES
AND SHALL COORDINATE T/-/E WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOG&E (800)660-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980
CITY OF CARLSBAO(SEWER,WATER & RECLA/MEO WATER) (760)438-2722
JJ PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL
ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
TECHNICAL ADVICE. OBSERVE ANO CONTROL Tl-!E WORK IN
PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TNE FOLLOWING
REPORTS MUST BE SUBMITTED TO T/-/E CITY ENGINEER VIA T/-/E
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, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE
AND Tl-/[ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
T/-/E EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF FIELD
ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A
STATEMENT BY THE SOILS ENGINEER Tl-!AT T/-/E GRADING WAS DONE
IN ACCORDANCE WIT/-/ THE REQUIREMENTS ANO RECOMMENOA TIONS
OUTLINED IN T/-/E PRELIMINARY SOILS REPORT ANO ANY
SUPPLEMENTS TNERETO.
(4) REPORT 'MT/-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
34. UNLESS A GRADING PERMIT FOR T/-1/S PROJECT IS ISSUED WIT/-1/N ONE (1) YEAR
AFTER T/-/E CITY ENGINEER'S APPROVAL, T/-/ESE PLANS MAY BE REQUIRED TO BE
RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY
SUCH RECHECK.
35. 1)1£ SOILS REPORT 77TLEO "UPOA TE GEO TECHNICAL REPORT, /SIS PHARMACEU17CAL
CAMPUS RELOCATION, CARLSBAD OAKS NORTH BUSINESS PARK -LOT 14, CARLSBAD,
CALIFORNIA" PREPARED BY GEOCON, INC. PROJECT NO. 06442-32-19, DATED
FEBRUARY 9, 2010 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH Tl-!E RECOMMENDATIONS ANO
SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE 71-/A T I AM TNE ENGINEER OF WORK FOR THIS PROJECT, T/-/A T
I HA VE EXERCISED RESPONSIBLE CHARGE OVER T/-/E DESIGN ON T/-/E PROJECT AS
DEFINED IN SECTION 6703 OF T/-/E BUSINESS ANO PROFESSIONS CODE, ANO T/-/AT
71-IE DESIGN IS CONSISTENT 'MT/-/ CURRENT STANDARDS.
I UNDERSTAND T/-/AT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
O'OAY CONSULTANTS, INC.
2710 LOKER AVENUE WEST, SUITE 100
CARLSBAD, CALIFORNIA 92010
(760~9 ~~o,,. -1. --------DAT£· 5/K./to
K H W. HANSEN
R.C.E. NO. 60223 EXP. 6/30/10
SOILS ENG/NEER's CERTIFICATE
I. EMILIO ALVARAOO. A REG/STEREO CIVIL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE FIELD OF APPL !ED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF TH£
SOIL CONDI T!ONS PREVALENT WI THIN THIS SITE WAS MADE BY ME OR
UNDER MY 0/RECTION IN FEBRUARY 20/0. 11W COPIES OF THE SOILS
REPORT COMP/LEO FROM THIS STUDY, WITH MY RECOM./ENDAT!ONS, HAS
BEEN SUBMITTED TO THE OFF1 OF THE Ci TY ENGINEER.
SIGNED: S,__d_~=====~:,__ _____ _
DATE. -s-l-z.u /10
P.£ NO.: 66915
LICENSE EXP/RATION DA TE.· 9/30/10
NOTE!! C~/~~T
DESIGNED BY: K.H .• A.J.V. DATE: FEBRUARY 2010
DRAWN BY: G.M. T.G. SCALE: AS SHOWN
PROJECT MGR.· T.C. JOB NO.: 09-1278
s
RECTRON/C DATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR 'IERllCAL SUR'IEY CONTROL.
271 O Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fa11: 760-931-8680
www.odo~onsultonts.com
Civil Engineering
Planning
Processing
Surveying E-NGµ il~-DATE,.ffeo/1~
KEITH W. HANSEN RCE: 60223
P.I.P. 09-02
o/:;\ ~ CITY Of OCEANSIDE sl'_.
"1--~H~IG:f:H~WA~~,....~--.
"¥7
SHEET INOEX
I
2
J
VICINITY MAP, NOTES, LEGEND
j CITY Of VISTA SITE 4-1
KEY MAP, NOTES, STREET SECTIONS
DETAILS, SECTIONS, PAVEMENT MAP
CRAOINC
If WHIP .... TAI-L ~;Hi(
GAZELLE r
OURT I '-J•-\~ ~'/t.-
~0111stl'
BUSINESS PARK DR.
K
1,,<') i
ITY Of REFERENCE PLANS PACIFIC
OCEAN AN MARCOS CITY OF CARLSBAD DRAWING No.s 415-9, 4l5-9A, 415-91, 4l5-9J
CITY Of ENCINITAS
VICINITY MAP
NO SC4LE
OWNER's CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REC/STEREO SOILS ENC/NEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRAD/NC ACTIVITY
ANO ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE.
BMR-GAZELLE COURT LLC
11190 BERNARDO CENTER DRIVE
SAN DIEGO, CA 92128
(858) 485-9840
CIVIL ENGINEER/LAND SURVEYOR
ODAY CONSULTANTS, INC.
2710 LOKER A VENUE M"ST, SUITE 100
CARLSBAO, CA 92010
(760) 931-1100
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOIW ON THESE PLANS WAS GENERA TEO BY FIELD SURVEY
METHODS FROM INFORMATION GATHERED ON AUGUST 21, 2001 BY ODAY
CONSULTANTS, INC. ANO MASS GRADING S/-10/W PER APPROVED CITY OF
CARLSBAD 0/IC. No. 4l5-9A ANO 91. TOPOGRAPHY S/-10/W HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED ilfTIIIN ASSESSORS PARCEL NO. 209-120-11 & 11.
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS N I 994 E 6252.
STREET ADDRESS.· 2855 GAZELLE COURT
LEGAL DESCRIPTION
PARCEL ;., 'OF ADJUSTMENT PLAT AOJ-09-05 PER CERT/FICA TE OF COMPLIANCE
CE 09-14 RECORDED JANUARY 19, 2010 AS FILE NO. 2010-0024854.
BENCHMARK
EARTHWORK QUANTITIES
CUT: 9,900 CU. )'l)S,
FILL: I 5, 100 CU. WS.
IMPORT.· 5,800 CU. )'l)S,
NOTES.· I. THESE QUANTITIES ARE FOR BONO/NC PURPOSES ONLY.
ANO ASSUME NO SHRINKAGE. CONTRACTOR TO 'v1:RIFY
TO HIS SA TISF ACTION.
2. CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL
FROM CITY FOR HAUL ROUTES PRIOR TO HAULING DIRT
OR CONSTRUCTION MA TER/ALS TO OR FROM THE SITE.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF PARCEL '.4' OF ADJUSTMENT
PLAT No. AOJ-09-05
1£ N89V9'41"E
OFFS/TE TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
POLLUTION CARLSBAD OAKS SE!.11-ANN/JALL Y
CONTROL TC-20 WET PONO NORTH BUSINESS CCIR 7 I AFTER MAJOR
BASIN PARK OWNERS STORM EVENT
REOUIREO TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP
BIOFILTRA TION
'TC.U) StaA.,s-r _ .. ___ PRIVATE
SWALE
STORM FILTER !.IP 40 PRIVATE
MEO/A FILTER
ORAIN INSERTS MP 52 PRIVATE
BMP NOTE
I. ONS/TE BMP's FOR THIS PROJECT ARE TO
BE MAINTAINED BY THE DEVELOPER
ANO/OR FVTIJRE OWNERS.
2. THIS IS A PRIORI TY PROJECT, TIER J
THREAT ASSESSMENT. (,1~ ~o;tJT'y)
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
81-!.IONTHLY CCIR /,5,617 I AFTER MAJOR
STORM EVENT
SE!.11-ANN/JALLY
CCIR 7 I AFTER MAJOR
STORM EVENT
SEMI-ANNUALLY
CCJ:R 7 I AFTER l,(AJOR
STORM EVENT
DESCRIPllON: 2' ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCAllON: IN SIDEWALK NOR/I-I SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET MST OF
MELROSE OR/VE
RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11)
ELEVAllON: 444.00 M.S.L. DATUM: NGl/lJ 1929
DATE INITIAL
ENGINEER OF WORK
I: 09t278\0978BG01.dll>g May 25. 2010 1:33pm
Xrefs: 0978\JtC; 09788G; 0978,\N
REVISION DESCRIPTION
WORK TO BE OONE
THE CRAOINC WORK SHALL CONSIST OF Tl/£ CONSTRUCT/ON OF All CUTS ANO FILLS, REMEDIAL GRADING, ORA/NACE
FACILITIES, EROSION CONTROL FACILITIES, ANO PLANT/NC OF PERMANENT LANOSCAPING ANO PREPARATION OF AS-BUILT
CRAOINC PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS
ANO Tl/£ CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT
TliE TIME OF APPROVAL OR AS DIRECTED BY THE CITY ENC/NEER:
I. CARLSB.40 MUNICIPAL COO£
2. STANDARDS FOR DESIGN & CONSTRUCT/ON OF PUBLIC WORKS IMPROVEMENTS IN THE CITY OF C4RLSB40.
J THIS SET OF PLANS.
4. PLANNING DEPARTMENT APPROVAL (P.IP. 09-02) DATED MARCH 17, 2010
5. THE STANDARD SPECIFIC4TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY CE.OCON, INC, DATED FEBRUARY 9, 2010.
7. THE S/JN 0/ECO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF C4RLSB40 STANDARDS.
8. STORMWATER POLLUTION PREVENT!2 PLANJSWPPP) BY Oll-'IY CONSULTANTS DATED APRIL /, 2010,
W0/0 NO. 937CJ516l9. SWPPP 10-2..
9. STORMWATER MANAGEMENT PLAN (-WMP) BY Oll4Y CONSULTANTS DATED APRIL /, 2010. SWMP / /0-06.
10. CALIFORNIA STORMWATER DUALITY ASSOC/AT/ON (C4SQ4) STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCT/ON HANDBOO!f,: ANO THE STAT{ or CALlfORN!A DEPARTMENT OF TRANSPORTATION CONSTRUCT/ON
SITE BEST MANAGEMENT t'RACTICES (BMP) MANUAL.
"NOTE: QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY,
ACTUAL QUANTITIES AIAY VARY.
LEGEND
DESCRIPTION STD. DWC. {sDRSD)
SUBDIVISION BOUNDARY . . . . . . . . . . . . .
LOT LIN£.
EXISTING CONTOUR.
PROPOSED CONTOUR. . . . . . . . . . . . . . . . . . . . . . . .
DA YLICHT LINE. . . .
CUT/ FILL LINE. . . . . . . . . . . . . . . . . . . . . .
EXIST/NC TOP OF CURB ELEVATION.
EXIST/NC SPOT ELEVATION.
EXIST/NC FlOWLINE ELEVAT/ON. . . . . . .
CUT OR FILL SLOPE LINE . . . . . . . . . . . . . . . . . . .
RETAIN/NC WALL (BY SEPARATE PERMIT} . . C-2/BLOC. PLAN. . .
A.C. PAVEMENT & B4SE (AS SPECIFIED). . .SEE SHT. 3.
CONCRETE PAVEMENT ........ .
OECORAT/VE PAVEMENT.
6" CONCRETE CURB . . . . . . . . . .
6' ROLLED CURB. .
6' CURB & CUTTER.
PCC SIDEWALK (4 ").
PEDESTRIAN RAMP. . . . . . . . . . . . .
.SEE SHT. J ..... .
.SEE SHT. J ..
.G-I (TYPE 'C;. . . .
.G-4 ......... .
.G-2 .... .
.C-1 .....
.MOO. C-31.
---·-··---------380 , .. ,-
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b. · :· · ·. '.' .1
~
D.C. PATHWAY. ............. . .SEE LANDSCAPE PLAN. .
FLOWLINE ELEVATION. . . .
FINISH ROOR ELEVATION.
FINISH SURFACE SPOT ELEVATION ................. .
FINISH GRADE SPOT ELEVATION. . ................ .
TOP & BOTTOM OF WALL ELEVATION. . . . . . . . . . . . . . . . . .
ORA/NACE SWALE. . . . . . . . . . . . . . . . . . . . . . . . . .
8/0RETENTION SWALE. . . . . . . . . . . . . . . . . . . . . . . .
JENSEN J6.xJ6' CATCH BASIN (OIJ636).u ........... .
TYPE 'F' CATCH BASIN ............ 0-7 ........ .
TYPE II' CLEANO/JT .............. 0-9 ........ .
12" NYLOPIAST C4TCH B4SIN W/PEOESTRIAN CRATE.*'.
NOS MODEL 1800 CATCH B4SIN W/1815 CRATE." ....
NOS MODEL /800/1804 CATCH B4SIN W/1891 ATRIUM CRATE!' ..
NOS MODEL 2400/2404 C4TCH 8.4S/N W/2415 CRATE." ..... .
EXIST. TYPE ;.i • CLEANOUT. . . . . . . . . . 0-9. . ...... .
EXIST. TYPE '8' CURB INLET. . . . . . . . . 0-2. . . . . . . . .
ROOF DRAIN .... .SEE ARCH. PLAN . . .
--------------;,,. -----a;. --
lZI
lZI
@]
0
0
0
0
@]
mt
00==
24' HOPE STORM DRAIN. ---S0--
/8' HOPE STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . -S0--
/2" PVC STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . . -S0--
6' PVC STORM ORAIN. -SO--
PERFORATED 4' PVC SUBORAIN. .. ...................... •
EXIST. STORM DRAIN. . . . . . . . . . . . .0-60. . ..... . SO=
RIP-RAP/HEADWALL. ............. SEE SHT. 3
" OR APPROVED EQUAL
QUANTITY"
18,708 SF
If EA
2 EA
I EA
I EA
2 EA
16 EA
II EA
346 LF
642 LF
P~~ DEPARTMENT APPROVAL "AS BUILT"
~t~ 7/1/11 _ ' DATh6/C/ //() t81<lNEOI
DON NEU. PL.At-NNG DIRECTOR RCE ~23 EXP_g,L3q/t2. DATE (). • 11 '1 DATh (, / ll / 10 ,, -·u ISIOIEDI REVr;JjL_(!A ~lilitL RECOLW«lED BY, era II 00'1 (),)ernf)¼ , ~~ t'/iA:., IPRHT NAME PECTOR DATE
I SH,ET I CITY OF CARLSBAD I SHITS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLAN FOR:
/SIS PHANNACEUT/CALS
. ~h. I? ~°it~~ S CIVIL ENGINEER PE 41204 EXP 03/31/11-DA'/tL-
OWN BY: "·"· " PROJECT NO. DRAWING NO. DATE INITIAL DATE tNITIAL CHKD BY: C:.W
OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A
'
CMWO
I
EROSION CONTROL NOTES
/. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT WA iNE SANDERS AT (160} 801-7164.
2 EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES /#/EN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
Of THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE
CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES 1#/ICH MAY
ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS /#/ERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO
HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY /#/EN
THE 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 .J/4 INCH MINIMUM AGGREGATE.
II. SHOU/0 GERMINATION OF Hl1JROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES
(90% COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN
ACCORDANCE WITH SECTION 35.02.J Of THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT
OF CONSERVATION, STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE INSTALLED ANO
MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOWING:
A. Hl1JROSEEOING SHALL BE APPLIED TO.·
I. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER /#/EN THEY ARE.-
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6.· / /#/EN ANY OF THE FOLLOWING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN
60 DAYS OF ROUCH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE
PUBLIC.
c. HAVE ANY SP£CIAL CONDITION IDENTIFIED BY THE CITY ENCIN££R THAT WARRANTS
IMMEDIATE TR£ATMENT.
8. Hl1JROSEEOEO AREAS SHALL BE IRR/CA TEO IN ACCORDANCE WITH THE FOi.LOWING CRITERIA:
/. ALL SLOPES THAT ARE GRADED 6.·/ OR STEEPER ANO THAT ARE.-
a. !HR££ TO EIGHT FE£T IN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK
COUPLERS;1-/0SE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GR£ATER THAN 8 FEET IN HEIGHT SHALL BE WATER£0 BY A CONVENTIONAL SYSTEM Of
LOW PR£CIPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE.
Z AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER. PRIOR TO
H'fDROSEEOJNG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRR/GA TJON TO THE
CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYS TEAi.
J. IRRIGATION SHALL MAINTAIN THE MOISIVRE LEVEL OF THE SOIL AT ll/£ OPTIMUM LEVEL FOR TH£
GROWTH OF THE Hl1JROSEEOEO GROWTH.
C. Hl1JROSEEOINC MIX SHALL CONSIST OF ALL OF THE FOLLOWING.·
/. SEED MIX SHALL CONSIST OF NO LESS THAN.-
a. 20 lbs. PER ACRE OF ROSE 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 MILL£FOLIA
e. .J lbs. PER ACR£ OF AL YSSUM (CARP£T OF SNOW}
f. 1/2 lb. PER ACRE OF OIMORPHOLECA
q. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS /#/ERE THE
AREA BEING H>1JROS£EOEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
S TRUC /VRES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN FIXING BACTERIA
ANO APPLIED ORY [!!HER BY DRILLING OR BROADCASTING BEFORE Hl1JROSEEDJNC.
,: ALL SE£0 MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPEN£0
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULllJRE C£RTIFICATION
TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE Hl1JROSE£0 SLURRY AT THE
DISCRETION OF THE CONTRACTOR.
2 TYP£ I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. P£R ACRE. TYPE 6 MULCH (STRAW}
MAY 8£ SUBSTlllJTEO. ALL OR PART, FOR Hl1JRAULICALLY APPLI£0 FI8£R MATERIAL. l#/£N STRAW IS
USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE
STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20·-0, WITH 15% SULPHUR APPLIED
AT THE RA TE OF 500 lbs. PER ACRE.
0. AREAS TO BE Hl1JROSEEOEO SHALL BE PREPARED PRIOR TO Hl1JROSEEOINC BY:
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.·
a. TRACK WALKING SLOPES STEEPER THAN 6: I
b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIEN!l Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO!,£
2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY.·
a. ADJUSTING THE SURFACE SOIL MOISllJRE TO PROVIDE A DAMP BUT NOT SA llJRA TEO
SEED BEO.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE
SOILS TO PROVIDED VIABL£ CONDITIONS FOR GROWTH.
E. Hl1JROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS
PERMANENTLY LANDSCAPED OR, FOR AREAS /#/ERE Hl1JROSEEOINC IS THE PERMANENT
LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED.
NOTE!!
El.ECTRONIC DATA RlES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERllCAL SURVEY CONTROL
271 0 Loker Avenue West
StJite 100
Carlsbad, California 92010
760-9.51-7700
Fox: 760-931-8680
www.odoyconsultants.com
I
I
I
I
I
I
~
I I
'
;: La· '! '1
,
PARC'EL 'A
TWO-S BUILDIN
FF V.= 455.0
PAO -4.25 /J---..:'
Lo· i "' ' \,. ~(!: 1550 ~
,~~
80'
\I~ ,:;,;
~
!.ll ~ ~~~ ~ "> "> G 1:2 (5 "'-· "' "i "i"' ~ :::: i.1 • "" "" ,.
\
JT
~ ~o: ~ ~ <, ~ ~~ ~;s ~Qj ~ i<: ~ il'!
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8l
\
\
\
\
~ (5
• ""
---
\
,._
\
\
\
\
r 1:2
"' ~ ....
DETAIL )f I SEE SHT. 4
NOT TO SCALE
~
"" ~
1:2 t~
~ ~"G
<fr
I.ti to I.O l ~ .. 1 -'=--so-'---
... -~ I
'-' K '.-, SCALE: 1" = 80' 1 ·•. \
-r-r=::-
• ''\.....,-----.... _ •' ' .. -: i311£~~ ·=¼. . . ;;._ ___ -,,,.. . . -:,,.., .---\;~-, · , · , '--I I
~--= ---------... . '•• . J 7-i_l_~?~ ,···'·<.:'..:c..c.c__,z":.c.c.._:..::=_.::____ .[o17L= .·,, ._·· .~ ,-,;, . ......::.~~ _y__.... . 0 l I ',.
_-_-·· -.. ----.,, A.p~fo.[:t:;,,~: .!_/;--:_~~=~::: ·:-.: ~-·----~-=~----. -· ---·-····--, ----MAZ. N0,-14926--------:====--::v/,..: / -.... {,/ I ,l1c!~i -=---:==================·=· F'-.
''-. '-.
--... JY1r! ll!..:... i:7.G/J Ir···--" .. --t----· ---------·-': \ ~-/ . .• • ·' 11r <1 .... ·----.... _ ·····------•.. rl-°"' \ ..... --.. --..... •··-~---·--==-=--~ -------71-. ·< I . / 11.ft' i .,,. -----------·-.. •--•. \ \ ~\ ---.... -----·--· ··-.. ---· ---/ \ . t\ ·-"" ---_. -/ . · / I w,t / ~~==---··to-1-g-------··
I I
GAZELLE CT.
REMOVE PORTION OF EXIST. OWY
I
I
I
REMOVE EXIST. CURB Jt
CUTTER (24 . .J LF} I
Civil Engineering
PlonninQ
Processing
Surveying
SA WCUT Jt REMOVE
A. C. PVMT. (2J. 5 LF) ~ .. · /.
'>/:
/.·· /
/
/ / '.
/ (
DETAIL '8' -DRIVEWAY REMOVAL
{sEE SHEET 4)
NOT TO SCALE
I
"AS-BUILT DESIGNED SY: K.H., A.J.V. DATE: FEBRUARY 2010
DRAWN BY: G.M .• T.G. SCALE: AS SHOWN _ ;/ n/ /, ~ • _
PROJECT MGR.· T.C. JOB NO.: 09-1278 ~ /./,.~/.~
t-------------1 P.E.~2(3 C EXP.fP§.~
EN/Mi~
KEITI-l W. HANSEN
OATE:sf~/4
RCE: 60223
/ L..=.c:· ... ::-:'icx. ;::-c··.=.-,0 I ., 111.1 ... ( r··-----MAP7'l.,'!X14926--
/ ', /I I Ii I Iii' I ------____...;..--·-::-:::-
' ! \ i 1/ I
KEY MAP
SCALE.-/" = 80'
"
9/t/!I '
DATE
_/ofn/,i-
0A1t
GAZELLE CT.
MATCH £XIST. OWY---
INSTALL PORTION OF OWY PER GS-20 ----
R£PLACE A.C. PVMT. Jt BASE~:::-----
INSTALL 6" TYP£ l:;'' CURB Jt
CUTTER PER C-2 11.14 LF} ~-
MATCH EXIST. CURB Jt GUTTER
I /'
I
I
I
DETAIL 'C' -DRIVEWAY RECONSTRUCT/ON
{SEE SHEET 4)
NOT TO SCALE
BENCHMARK
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE Of PALOMAR
AIRPORT ROAD, .JOO FEET f',f'ST Of
MELROSE DRIVE
RECORD FROM: R.0.5. NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: NCVO 1929
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
1:\091278 0978BG02.d'll'0 May 25, 2010 1:35pm
Xrefs: 09788G; 0978BMAP; 0978BUTI.; 0978.'IN; 09787STR; 09788(1. Y; 09767UTI..; 097BBGRD; 09781P02
EASEMENTS OF RECORO
EASEMENTS PER PR£LIMINARY TITLE REPORT
BY FIRST AMERICAN Till[ COMPANY
NO. 3396565(29), DA TEO MARCH __ , 2010.
@ PURPOSE OWNER DOCUMENT REC. DATE
ACIYSS RIGHTS RELINQUISHED CITY Of CARLSBAD MAP 15505 MN. 2J, 2007
2 SIGHT DISTANCE CORRIDOR Cl TY OF CARLSBAD MAP 15505 JAN. 2J, 2001
3* PUBLIC UTILIT/£S Jt INCIDENTALS SO.C.JtE. FILE No. 2008-0122170 MARCH 7, 2008
4* PUBLIC UTILITIES Jt INCIDENTALS S.O. C. JtE. FILE No. 2008-0122111 MARCH 7 2008
• LOCATION CANNOT BE DE TERMINEO FROM RE CORO INFORMATION
~
R/W 72' R/W f-------------~~----------
10· 26· r 25• ,o·
UP TO 60" STORM DRAIN 12" WATER MAIN (.GAZELLE CT.)
16" WATER MAIN (1#/IPTAIL LOOP) 8" REC. WATER
"SEWER MAIN
TYPICAL UTILITY SECTION
EXISTING GAZELLE COURT & EXISTING WHIPTAIL LOOP
NOT TO SCALE
I S2ET I CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
PRECISE CHAO/NG PI..AN FOR:
/SIS PHARMACEUTICALS
~x~tzlSKI -~ #c-
S IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 ~TE
OWN BY: G.M. T.G. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GW
OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A
CMWO
~ NG)
O.i:i,. ..., a, ...,. .....
t
6' PCC·77H, I
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-------------------------.A... '::::::::::::::::::::::::~~-----------..__ __________________ ', ....
< --~-.;:::::::;::.: ~
TWO-STORY BUILDING j , ' ,
A ,,·
A~
I ,
, . "'~ , \;-' /; ~~\, ·_.·.·· , ,i .
I ~\'
80'
I
fJ SCALE: 1" = 80'
,1 l STRUCTURAL SECTION NOTES
AIJ _lJ I. PARKING LOTS ANO.DRIVEWAYS SHALL 8[ DESIGNED BASED I 0. UPON A TRAFFIC INDEX or 4.5 ANO THE "R' VALUE or THE
!. . SO/L(S} AT TH[ PROJECT SITE AS DETERMINED BY A
LANDSCAPE--
AS SHOWN
TRUNCA TEO OOM[S,
SEE ARCHITECTURAL
PLAN
-----LANO SCAPE
AS SHOWN
, ,
) //'. ,_'_· . REC/STEREO SOILS ENGINEER. MINIMUM SECTION SHALL 8[ 4•
,, , / · 8£ MAO£ IF APPROVED BY TH[ CITY [NC!N[[R. 7 _ 1) t···· ASPHALT CONCRETE MODIFICATIONS OF THIS STANOARO MAY DETAIL -TYPICAL A.O.A. RAMP
L__ -~ --__ __,
SEE FIRE ACCESS
~----------------
---/
-' ', . f .·.. 2 TRUCK ROUTES THROUGH PARKING LOTS OR AISLES It/TH AN '-I_/ .·' AOT GREATER THAN 500 SHALL BE DESIGNED It/TH A TRAFFIC
SE£ FIR£ ACCESS ','f'/ ,, INDEX or 5a ALL ROUTES LEADING TO TRASH ENCLOSURES
P." 1AA1/' 0,,rr,11 or:zOW ;·· _/·· .· SHALL 8[ O[S/CN[O FOR HEAVY LOADING, MINIMUM 4" A.C.
.., YI/VI.I "ftifL DCI . ' . OVER 6' APPROVED ACCRECA TE BASE.
PA VINC DETAIL BELOW DETAIL -MINIMUM PAVEMENT SECTION * ' I
SCALE· I'= 80'
KEY LEGEND
4• A C./6.5' CLASS II A.8. ..................... h-:;y . I HEAV'I A.C. PAVEMENT
4' A.C./4' CLASS II A.8 ....................... ™ MEO/UM A.C. PAVEMENT
4• A.C./4' CLASS II A.8 ....................... I I LICHT A.C. PAVEMENT ::=;;;:::.:;::;;:;:;;;=:
,. u ·:?/:/.)/i~ '.~.tr _ 1.5 P.C.C. . ................................ ,_, ... _ •.. ,.,._ .. , .• -... ·. HEAV'I DUTY CONCRETE
INTERLOCKING PAVERS {SEE LANDSCAPE PLANS} ..... ™ DECORATIV[ PAVEMENT
'TVFFTRACK' (HEAV'I LOAD) ....................... ~ FIR[ ACCESS (REINFORCED TURF)
'STRUCTURAL SECTIONS SHOWN ARE PRELIMINARY. ACTUAL STRUCTURAL
SECTIONS /till BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN
CONDUCTED BY TH[ SOILS [NC/N[[R ON 111[ PREPARED BASEMENT SOIL
"OR AS SHOWN ABOVE (NOT£· CONCRETE PAVEMENT SUBJECT TO W/-l[El
LOADS SHALL HAVE A TH!CK[N[O [OGE. REFER TO SOILS REPORT
FOR DEl/JILS.}
CONCRETE HEADER
lt/D TH PER PLAN
DETAIL FIRE ACCESS PAVING
NOT TO SCALE
J'-6"
1/2' R 1 '-6"
~P.I.
2'-6' R
2'-6" R
1/f:AK[N[D PLAN[ JOINT -----------------------------
~-----------------------~
DETAIL -MODIFIED. TYPE :4: PER G-4
NOT TO SCALE
i
LANO SCAPE
AREAS
t/2" R
NOTE!!
c~✓qf!;?,,
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY ANO AR£ NOT TO BE USED FOR
HORIZONTAL OR V£RT7CAL SURVEY CONTROi..
I I I,
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
fax: 760-931-86BO
www.odoyconsultanh.com
Civil Engineering
Planning
Processing
Surveying
BOTTOM or 8/0SWALE GRADED
TO 1% MIN. FALL TO PROJECT
STORM DRAIN
5' MIN.
CRASS
19•
i" M6Ui,'/ 8H5, 8" MIN. AMENDED SITE SOIL (SOIL
ACTIVATOR, AGRICULTURAL GYPSUM, SOIL SULFUR
ANO COMPOSTED SOIL CONDITIONER} AS APPROVED
BY LANDSCAPE ARCHITECT.
\ 12• OF 1•-2• CRUSll[D ROCK ORA/NACE
COARSE lt/?APPEO IN Fil TER FABRIC
---\-\.__----'-(MIRAFI 140N OR EQUAL}.'
IMPERMEABLE PvC LINER It/TH JOINTS 1/f:LO[D
TO PROVIDE WATER TIGHT SEAL (15 Mil. MIN.}.
AT DOWNSTREAM ENO OF SWALE, PLACE 20' ~ 4• OJA. SCH 40 PvC
P[RFORA TEO PIPE IN CRUSHED ROCK ORA/NACE COARSE & CONNECT
TO STORM DRAIN.
DETAIL -8/0RETENT/ON SWALE
ls
ENHANCED
CONCRETE
DECORATIVE
PAVING
a a a f
i;;;.<l ~9"----5' PCC SIDEWALK
(T'fP.)
DETAIL -TRAFFIC CIRCLE
NOT TO SCALE
SEE LANDSCAPE PLAN FOR PAVEMENT SPECIF/CATIONS.
STRUCTURAL SECTION PER SOILS ENCINEER's RECOMM[NOA TIONS.
NOT TO SCALE
FRONT f1EW
• ... ., .
.,, • . • !2"
I
2
SIDE f1EW I
STORM
ro· n
RIP-RAP PER 0-40
TYPE 2 5' x 5' x t'
TlflCK, NO. J BACKING
DRAIN __ _ • 6" MIN.
DESIGNED BY: K.H., A.J.V. DATE: FEBRUARY 2010
DRAWN BY: G.M. T.G. SCALE: AS SHO\\N
PROJECT MGR.· T.C. JOB NO.: 09-127B
EN7)1, i~ DATE:~~;fo
KEllH W. HANSEN RCE: 60223
0
CONCRETE
HEADWALL--
• ... I
CONCRETE SHALL BE
560-C-3250
PR/VA TE DRAIN OUTLET HEADWALL DETAIL
"AS-BUILT "
_g "•¥• -~fr
P.L~223C::. EXP.~~ DATE
i~E:J:a. ~ ta ~
TOR
~i.d/_nk1-
DA E
NOT TO SCALE
BENCHMARK
DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SID[ OF PALOMAR
AIRPORT ROAD, JOO FEET 1/f:ST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71}
ELEVATION: 444.00 M.S.L DATUM: NGVD 1929
NOT TO SCALE
J' CURB
TRANSITION
o• CURB
.r ..,
STEEL HEADER,
S[[ SECTION BELOW
J ..,
6' CURB
J'
SECTION
NOT TO SCALE
STEEL
H[AO[R
DETAIL -PARKING AISLE MEO/AN
6" TO O" CURB TRANSITION
DATE
NOT TO SCALE
0.5'
DETAIL
I'
(
NO TRANSITION NECESSARY
@ PARKING BAY CORNERS
0.5'
CURB OPENING FINISH SURFACE
NOT TO SCALE
I' MIN.
CURB OPENING '----"~
'ff:TAIL
NOT TO SCALE
INITIAL
,.---CONC. APRON -SET 0.2' 8, lOW
FLOM/NE or CURB OPF! C
(4" THICK -520-r. 500)
BACK or CURB
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL
l:\091278\097BBG03.dwg May 25, 2010 1:36pm
Xrefs: 09788G: 0978BMAP; 09788\JTI.; 0978AN; 09787STFI: 0978BGR0
8/0R[TENTION
SWALE
EFEEl //£18ER
4' 'MIN.
0 11 CoNC. ~,;fi:8_L_ __ __,.
4• A.C. OVER 4" ACC. BASE
OR AS RECOMMENDED BY
SOILS ENGINEER Pell t;-J H.P.
-9• f//Gil SECTION :4-A I
NOT TD SCALE
el
PARCEL if , LOT 15
' I ' ' ✓t-------------[X/S TING--.___ _4,c
SLOPE ✓~-/ ,,
,., / :::________j 1
~/' 2 RETAINING WALL
(SE[ Sll[[T 5}
--./' OR/VE A/SL[ I STALL
,
OU ll[T WALL DRAIN
THROUGH 6' CURB FACE
::='5:=Pt1=R=0=-~2
1
1=~5~%~M~:4X~-=~:.,,,.-4• PERFORA TEO WALL :: DRAIN €J I. 0% MIN.
4' A. C. OVER 4' ACG. BAS[ OR AS
RECOMMENDED BY SOILS [NC!N[[R
FUT/JR£
LOT 25
FUTURE
LOT 25
If
I
' ' I
' '
SECTION '8-8'
NOT TO SCALE
PARCEL if
4" A.C. OVER 4• ACG. BASE
B/OR[TENTION OR AS RECOMMENDED BY
SWALE SOILS [NC/NEER
SECTION 'c-c'
NOT TO SCALE
,.,--PLACE CURB OPENINGS W/CONC.
26' DRIVE 19' PARKING / APRONS} AT 20' INTERVALS AS ~.l'-"=A~/Sl=E~____,,~~s""'TA~LL~----1 SHOWN ON PLAN
VARIES /" VARIES
5' MIN. l. _
5% MAX l ..-----......__ 8/0RETEN TION ~ 2 SWALE
=;=====~=lf-~s11~=='-,v[X!STINC
SLOPE
' 4" A.C. OVER 4• ACG.
BAS[ OR AS
RECOMMENDED BY
SOILS ENGINEER
I L' ' 2 ,,,,
SECTION '!J-D'
6' MIN.
/
If
I
' ' ! VARIES
' 5' MIN.
NOT TO SCALE
PARCEL :4'
VARIES
1•-15• PLACE CURB OPENINGS W/CONC.
APRONS} AT 20' INTERVALS AS
SHOWN ON PLAN
2% -
EXISTING-.... ~,f;c
SLOPE .,,.>fffr'' 6" MIN.
8/0R[TEN TION
SWALE
MEANDERING
4" A. C: OVER 4" ACG. BASE
OR AS RECOMMENDED BY
SOILS ENGINEER
/ /:'..._JI
,.& 2 ORA/NACE //'pl'" SWAL[
D.G. TRAIL
SECTION 'E -E'
NOT TO SCALE
I SjET I CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
PRECISE GRAOING PLAN FOR:
!SIS PHARAIACEIJTICALS
~VE~W4!·'JJZ'KI ~ 0P_
S NIOR CIVIL ENGINEER PE 41204 EXP 03/31/11 ~TE
DWN BY: ''·"·· '·"· DATE INITIAL CHKD BY: 1','IJ PROJECT NO. DRAWING NO.
CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A
CAIWO
061710
II
I
I I
I
I'
,
NOTE!!
ElEClRON/C DATA RlES ARE FOR REFERENCE
ONl Y AND ARE NOT TO BE USED FOR
HORIZONTAL OR lf:RllCAl StJRlf:Y CONlRCl...
I
FUTURE
LOT 26
455.0
FS
/
P[DES !RIAN B,
PE:R LANO.SCA
• '1,~ 'l,~
ROOF DRAINS PER , ~ '1;'1-
ARCH!TEC!IJRAL ---,~-'1,~<c't '\~\,
PLAN (TYP.) -v~\o,! i::i,..:.' ===------------~•. ,~-· 6' PI/C STORM DRAIN ..-;1 J PARCEL CONNECT TO ROOF DRAIN
PER LANDSCAPE PLAN
(TYP.)
.!iQK
TWO-STORY BUILDING
F.F. ELEV.=455.0
PAO ELEV. =454.M S~
ROOF ORA/NS ARE TO 8£ DISCHARGED Ovf'R
SPLASHBLOCKS &: FLOW THROUGH vf'G[TATEO
SWALES ANO/OR RAIN CAROENS PRIOR TO
ENTER/NC llf[ STORM DRAIN SYSTEM.
(D PARKING AISLE MEDIAN 6' TO o• CURB TRANSITION,
SEE DETAIL ON SHEET J.
"AS-BUILT
C~/~TS
DESIGNED BY: K.H., A.J.V, DATE: FEBRUARY 2010
DRAWN BY: G.M. T.G. SCALE: 1· = 20· _&£_
PROJECT MGR,· T.C. JOB NO.: 09-1278
P.E.~ZZ3c. EXP.b/3~/12
271 0 Loker Avenue West Clvll Engineering ENGINEER Of WORK:
REV,iWED Bd (l,/;;.. Suite 100 Planning ~b--DATE,ft,/ro Carlsbod, California 92010 Processing
AJ •• d ~ 760-931-7700 Surveying / fa)(: 760-931-8680 ~ J ~
www.odayconsultants.com K SEN RCE: 60223 I fN! PECTOi
,,
9,,'l,/11 -'
DATE
_M)11ML-
DA E
(
I -~------
. ·/ ''
6 'ROI.Lio cuRe
.. ·-.. (O(TA!f/ Slil J. . '. -,, >" ", ', .-· ,::-,··· .·
• . .
SEE SHEET No. 6
,r,, ~~.,.,.
;,.,
""
BENCHMARK
~ --''? c,,___,
,,.~
~ '-'
-IS-,
8.5'
TYP.
~'1,
{,', \V ',
~'?i::i<i ~~ <i
-< c, . a,
~~',-, ~ ~ ~',-
-'v ~-~ .___, --"
~0 u'
8.5' 8.5'
/
o' s' 20'
10
SCALE: 1" = 20'
40'
LOT 15
N89'09'41"E 629.JI' --+---__ ....._ __ ------
-TYP.
455.0 TC
_w
REOUIREO TREATMENT CONTROL BMP TABLE
SYMBOL TYPE DESCRIPTION
_...._,. _...._,. 8/0F/l TRA TION TC-JO 81<:P4:Er.
SWALE
OWNERSHIP MAINTENANCE MAINTENANCE
PRIVATE
AGREEMENT FREQUENCY
CCJ:R 8/-1,/0N TIil Y
,J: AFTER YAJOR
STORY EVENT
QUANTITY
5639 sr
~ CITY OF CARLSBAD I SH7EETS I
t---t---+------------------ii----.--.----t----1 L..1_j ENGINEERING DEPARTMENT
t---t---+------------------ii-----.--.----t----j
PRECISE GRADING PlAN FOR:
/SIS PHARMACEUTICALS
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL 1----+---+-----------------t----\---t---+---\
PT. 2002
LOCATION: IN SIDEWALK NORTI-I SIDE or PALOMAR
AIRPORT ROAD, JOO FEET l!EST OF
MELROSE OR/VE
RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.l. DATUM: NGVO 1929
DATE INITIAL CATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
I: 091278 0978B00-4.dwg t.lcy 26, 2010 8:56~
Xrefs: 0978Bt.!AP; 09787STR; 097871Jll; 097BBG; 0976BQ. Y: 097BBUTL: 09781P01; 097BBGRD
DATE INITIAL
CITY APPROVAL
AP7Z?EDV:Eu. ViGZI _-', ii, ~
ef~IVIL ENGINEER PE 41204 EXP 03/31/11 ~A'4
DWN BY: . . .
CHKD BY: 6-W
RVWD BY:
PROJECT NO.
P.I.P. 09-02
CJ.IWO
DRAWING NO.
467-4A
I
j
II
LOT 15
I
I
~ I ---1-N89V9'41"E 629.J/' ---------------
-------------------8 •... ---470
. . EXIST. 2: t SI, OPE
NOO'JI '59"E
8.11'
r-1~.--SEE SECllON '8-B:
.. ···-~
-----···-···-·(:,
_ .... c.i. -·-· ... --'L --.-...... ,.--'I'.
8.5'
TYP.
~', / ~,.,
.•
. / ~{j
~~---;-;-;-;;¥--'-·,·· ~1.1-1 ~s
" 45J . ~~':,-
NOTE!!
ELECTRONIC OA TA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTlCAL SURVEY CONTROi...
I I I,
~cfESS1
~~'11-H~ ~ ·"'3'q
NO. 60223
EXP. 6/50/10
c,v1\.
Of CALI
8.5'
TYP.
B
452.6 TC
452.1 FS
4511 re
452.6 rs
SHEETJ
8' -TYP.
45J. I TC
452.6 rs
452.6
452.1
zi
452.0 re
451.5 rs
454.J TC
4518 rs
53.8 TC
53.J rs
SEE SHEET No. 7
c~/~,s
DESIGNED BY: K.H .• A.J.V. DATE: FEBRUARY 2010
DRAWN BY: G.M., T.G. SCALE: 1· = 20'
PROJECT MGR.· T.C. JOB NO.: 09-1278
2710 Loker Avenue West Civil Engineering EN~iW~ Suite 100 Planning
DATE:sk,/r'O Carlsbod, California 92010 Processing
760-931-7700 Surveying
-KEim W. HI.,
Fmc.: 760-931-8680
www.odoyconsullonts.com RC[: 60223
"AS-BUILT ,,
_g;t.. -~/4__
P.E. (,.~ZZ3c. EXP._fs,/3<JllZ DATE
~EVl~:111. el. __fU /nfu__ ~ ECTOR DATE
LOT 16
1
I
....
455.1 TC
454.6 F . ~ 1-Y
BENCHMARK
I
460 ·····-·-·
'°
f, Q
:0,",'v ~\,,\'
&, ~ _ _{\, .;,.O ~<:J ~':>'·· ,o ' ~'l,J::o,o. .
fa.---1 ~~/• /~a~ :l-,~
\
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAO, JOO FEET MST OF
MELROSE DRIVE
PROPOSEO
DIRECTIONAL
SIGN
-NS.40 F
~ ,_'I-.,.
:I.{,
Cl,,
I
RECORD FROM: RO.S. NO. 17271 {PT. NO. 11) DATE INITIAL
ELEVATION: 444.00 M.S.L. DATUM: NCVO 1929 ENGINEER: OF' WORK
I: 091278 0978BG05.dwg May 28, 2010 9:02am
I
s cu~ -
"J.k,-<-.~. 'b
"'-,,.____ .·
REVISION DESCRIPTION
Xrefs; 0978BMAP; 09787STR; 09787UTI...; 0978BG; 09788Q...'f; 0978BU1l; 09781P02; 09789GRO
w--r-
/
I
51+00/
o· s· 20'
10 40'
SCALE: 1" = 20'
NOTE
(D PARKING AISLE MEDIAN 6" TO o• CURB TRANSITION,
SEE DETAIL ON SHEET 3
@ CURB OPENING, SE£ DETAIL ON SHEET 2.
REOUIREO TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE MAINTENANCE QUANTITY
AGREEMENT FREQUENCY
~ --BIOrlLTRAT!ON TC-JO $10./IJii':r.
----SWALE
PR/VAT£ CC.tR 8/-l,/ONrHL Y
,t AFTER MAJOR
STORM £VENT
6018 SF
I SH7TS I
PRECISE GRAD/NC PLAN FOR:
/SIS PHAHMAC£VT/CALS
AP~DXEU~---~ -~,,,~_
SE IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 DATE
OWN BY: .. , PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:...&l__ P.I.P. 09-02 467-4A OTHER APPROVAL CITY APPROVAL RVWD BY:
CMWO -I
I
-------~--------............. -
NOT£!!
ELECTRONIC OATA ALES ARE FOR REFERENCE
ONl Y ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERllCAl SURVEY CONTROL
I I
I'
ROOF DRAINS PER
ARCH/ TEC TVRAl
W[R
PlAN(TYP.) -7-------==:::::::::::::: _______ ___
. ·" .. •·· ... · .. -:-,
<.'~/ ,. ,, .. ,, ,:
:'·1 :." ,., ._,;' .... ,,..--,. ",, . ., ~-.... -...:. :
. .. -~-' ' . t: _-_:,·
.:•:-... .. . ~-'
455.0 rs
6" PvC STORM DRAIN
CONNECT TO ROOF DRAIN
PER LANDSCAPE PlAN
(TYP.)
18'. X 18'
CATCH BASIN
W/ATRIUM CRATE
45395 TC
451.4 fl
Ii '.::/
?~-·•· ,.,· .-:•. ,Pt I'
----~_.::,. 6" PvC STORM DRAIN ---a:c-;:---
CONNECT TO ROOF DRAIN
. '·. PER LANDSCAPE PLAN (TYP.)
::r''.
,~~qttz,, DESIGNED BY: K.H., A.J.V. DATE: FEBRUARY 2010
DRAWN BY: G.M. T.G. SCALE: 1· = 20'
PROJECT MGR.• T.C. JOB NO.: 09-1278
2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~ L _ .. -DATE: .1~
Carlsbad, California 92010 Processing
760-931-7700 Surveying
Fox: 760-9J1-8680
www.odoyconsult.onb.com K~ITH W. HANS&-RCE: 0223
I
C,
"AS-BUILT "
J{4 ~ ~ _?/t/21
EXP . .6,4,/2z DATE P.E.~2,?jc_
REVljWEDLJ ~ _LP/nk-~~ -SPECTOR DATE
PARCEL JI J
TWO-STORY BUILDING
F.F. ELEV.=455.0
PAD ELEV.=454.95 S-e
ROOF DRAINS ARE TO BE DISCHARGED OVER
SPLASHBLOCKS & fl.OW THROUGH VEGETATED
SWALES AND/OR RAIN GARDENS PRIOR TO
ENTER/NC THE STORM DRAIN SYSTEM.
o· s· 20' -----10 40'
SCALE: 1" = 20'
BENCHMARK
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET 1/f'ST OF
MELROSE DRIVE
RECORD FROM: R.0.S NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.SL. DAlUM: NGt;V 1929
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
1:\091278 0978B008,dlfi .\Jn 08, 2010 11;1~m
Xrefs: 097BBt.!AP: 09787STR: 09787UTI.: 097600; 097681). Y: U978BU1l.; 09781?02; 097BBGRD
I
•
REOUIREO TREATMENT CONTROL BMP TABLE
SYI.IBOL TYPE DESCRIPTION OWNERSHIP MAINT£NANC£ MAINT£NANC£ O/IANTITY
AGR££1.1£NT FR£O/1£NCY --BIOF/lTRATION TC-JO 13/oRer. PR/VAT£ CC~R 8/-1,/ONTHl Y 3721 SF
----SWAlE ~ AFTER MAJOR
STORI,/ EVENT
I S6ET I CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLAN FOR:
/SIS PHARMACEUTICALS
~~~~v~ ,,k__
SE IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 ~ATE
OWN BY: {~.111• I' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,.,.,
OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A
cuwo
EXIST. 2.· I SLOP[
PER DWG. 4/5-9A
--------------
NOTE!!
ELECTRONIC OATA FILES ARE FOR REFERENCE
ONl Y ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERllCAL SURI-FY CONTROL
I I I
c~~~,s
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
Carlsbad, California 92010 Processing
760-931-7700 Surveying
fa)(: 760-931-8680
www.odoyconsultonts.com
t.l
~-
a· ~
GP-~ _•. , .ac~;~ :' _ . "'s-·. . -. ~ .. . .. . ..
~\~ :4 . ', . . .. . · . ~-. .
• • •
DESIGNED BY: K.H .• A.J. V. DATE: FEBRUARY 2010
DRAWN BY: G.M. T.G. SCALE: ,· = 20'
PROJECT MGR.· T.C. JOB NO.· 09-1278
[NP?L DATE.5/zt/lo
KEITH W. HA~SEN RCE: 60223
SEE SHEET No. 5
12• PVC PIP£ IN
(WEST &-SOUTH)
I
452.0 TC
451.5 FS
{j
~ ~ i't'
~.f, 4-
'1""":~P-
h~F"r?-~~4
12/ VC OUTLET PIP£
(NORTH) -EXTFNO INT<
a[ANOIJT ANO INST,
12• PVC CAP W/2.' OJA.
HOLE IN BO TTQ
12• PVC OVERFLOW PIPE
OUT (EAST}
'o\)
~, w //
0~
~~ci·,,cfl iltW
X
_./
."/
4
/~
/
//
I,
I
I;, .
/II I .-;;;··• .....
1/ .·
I . .
. SEE_. SEC 'ON 'o-o; . _/ sn. r .J
I
I
I
..
,/4-
/
f
I/
LOT 13
,,
~~
~
--SD --,-0
(
\\
o· s' 20'
10
SCALE: 1" = 20'
NOTE
//
/
40'
//
(D PARKING AISLE MEO/AN 6' TO o• CURB TRANSITION,
S[[ DETAIL ON SHEET J.
REQUIRED TREATMENT CONTROL BMP TABLE
SYIJOOL TYPE DESCRIPTION
-------8/0F/lTIIA TION TC-JO 8IOPE.r. --------SWALE
0 STORM FllT£!/ MP-40
MEO/A FILTER
N/A ORA/NAG£ MP-52
INSERT
OWNERSHIP
Pf/lVAT£
PR/VAT£
PRIVATE
MAINTENANCE MAINTENANCE
AGREEMENT FREQUENCY_
CCJ:/1 Bl-MONTHLY
CCJ:R
CCJ:R
J: AFTER MAJOR
STORM £VENT
$[/,//-ANNUALLY
J: AFTER MAJOR
STORM [VENT
SD/I-ANNUALLY
J: AFTER MAJOR
STORM MNT
QUANTITY
2JJO SF
I £4
DETAIL -MOO/F/EO TYPE '.4-4' CLEANOUT ~ CITY OF CARLSBAD I SHE7ETS I
NOT TO SCALE
"AS-BUILT "
_&!!___//.... --7dk_
P.E. '-"?g3 e-EXP.~p_()ftZ, DATE
REV~EDidL ~ltJ/nl#-i~ '-1t:1.M ~ PECTOR DAE
l-------1--+-----------------1---+--t-----+----I L___L_j ENGINEERING DEPARTMENT
t-----1---t-----------------1---i---i-------r-----i
1------+--t-------------------t---+----+---i-----1 PRECISE GRADING PLAN FOR:
BENCHMARK
DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL 1------,t-----+----------------t-----+--+---+---1
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET l'tfST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: NGl4J 1929
DATE INITIAL
ENGINEER OF' WORK REVISION DESCRIPTION
l:\091278\0978BG07.dwg May 26, 2010 9:0&m
Xrafa: 0976BMAP: 09787STR: 09787Ull.: 0978813; 09788GL Y; 0978BUTI.; 09781P02; 0978BGRD; 0978AN
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
/SIS PHARMACElJT/CALS
A~P ED: u:_N J-v'PJI . 1,A . ~ ~ I/&_
SE IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 :4ATE
DWN BY: "·"., '·'··
CHKD BY: t,W
RVWD BY:
PROJECT NO.
P.!.P. 09-02
CMWO
DRAWING NO.
461-4A
~ ...... G)
O.j:l.
.... 0, ...... ...... t
'
I
I