HomeMy WebLinkAboutDWG 426-5A; PD 04-19; SMAC PARKING LOT EXPANSION; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
/. 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 COOE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-DF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING 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
CERTIFICATE OF INSURANCE 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 THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY 'BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301. (b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERM/ TS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COl,MENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
S. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE r.RITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
Cl TY.
fl. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: {A) SU/lt,IARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO REC011t,1£NDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
/4. A PRECONSTRUCTION MfETING SHALL BE HELD AT THE SIIT PR/QR TO THE
BEGINNING Qf WQRK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLf FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THf WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (43B-l/6/ exl.4323) AT LEAST FIVE/5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(7601 438-3891. INSPECTION REQUESTS MUST Bf RECE/VfD PRIOR TO 2:00 PM.
ON THE DAY BEFORE THE JNSPfCT/ON IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TIIO FULL WORK DAYS LATER.
/6. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THERf/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVf FEfT (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THf CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERIJ) ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PfRFORMED UNTIL A VALID BLASTING PfRMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL R[SOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE 11.NEDIATELY, AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING fOU/PMENT, CONSTRUCTION fOUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SfTf APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TR/I.NED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL Bf IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN 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 AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. NIA , ANO/OR AS DIRECTED BY THf CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNfRIAPPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
~1ar 1 0, 2005 --1 / ,"}]· 06 P· \04-C12 SM,'\C\Dwgs\D'1012GP1 dw~ FLDT@ 1=1
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 314"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE. CALTRANS HAS APPROVED THE USE OF 18" HOPE STORM
DRAIN PIPE WITHIN THEIR RIGHT OF WAY FOR THIS PROJECT.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RE:SULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW/ AT
LEAST 2 FULL WORK/Ne DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGBE /ELECTRIC/
SBC ( TELEPHONf /
ADELPHIA CABLE CO/.t.lUNICATION /CATV)
CITY OF CARLSBAD {STREETS 8 STORM DRAIN)
• CARLSBAD MUNICIPAL WATER DISTRICT (WATER, SEWER 8 RW)
/800/ 422-4133
I 760 I 438-6200
(760/ 489-3441
( 760) 93 I -7000
( 760/ 4.38-2980
I 760/ 438-2722
(760) 753-1145
(760) 753-0155
( 760) 744-0460
( 760 I 753 -6466
• SAN DIEGUITO WATER DISTRICT
• LEUCADIA COUNTY WATER DISTRICT
• VALLECITOS WATER DISTRICT
• OLIVENHAIN WATER DISTRICT
• AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRAD I NG-THE APPL/ CANT HI RES A CIVIL ENG I NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15. /6. 120.A.B}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO f(NAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15. 16. 120.A. 10) CARLSBAD MUNICIPAL CODE:
(// FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
121 AS-BUILT GRADING PLAN.
/3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOM.1£NDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMl,fARIES OF
FJELD AND LABORATORY TESTS. THf REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOM.1£NDATJONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE(/)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL Bf REQU/RfD FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED "LIMITED EVALUATION OF SLOPES AND
UNDOCUMfNTED FILL/GRADING -EXISTING SINGLE-FAMILY RESIDENCE·
4520 ADAMS AVENUE -CARLSBAD, CALIFORNIA" PREPARED BY CONSTRUCT/ON
TESTING 8 ENGINEER/Ne, INC., DATED OCTOBER 21, 2003, SHALL BE
CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMAENDATIONS CONTAINED IN SAID
SO I LS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM, ___ _,c,,.o,,11w."'~e!.JY'-'!8..1.A,.So,S,.OC"-lu,A,.,_T""ES,,,,c....!.1"'NC"-'.~---
ADDRESS: __ ,,,2_,,,52...,5<-.L.P"-'IO"-"P-'-l"'CO,.....,Dn.R.!.JI Vu.E~,~S,,UuliT"-E-'IC\10,.2 __
CITY, STATE: CARLSBAD, CALIFORNIA 92008
TELEPHONE: 176D1 753-14,53
I /1 / ';?,;:? ~ /! // /:_;/ . -✓-BY: {?'-J~ Ce:,:_ __ _ DATE:
MICHAEL K. PASKO
R.C.E. NO.: RC£ 41022
REGISTRATION EXPIRATION DATE: MARCH 3/ 2007
ENGINEER OF WORK NOTE=
No. 41022 ;';;
EXPIRES 3-31-2 "'
CIV\\.
or CALI
PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOS£,
TH£ £NGINE£R OF WORK SHALL B£ CONTACTED IN WRITING FOR HIS CURRENT
WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE
MORE RESTRICTIVE THAN THOSE SHOWN H£R£0N; AFFECT TH£ WORK; AFF£CT
TH£ COST OF THE WORK.
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS
GEOLOG f ST HAS BEEN OR WI LL BE RETA I NED TO
GRADING ACTIVITY AND ADVISE ON THE COMPACTION
'"" "'fX tt~ tv~,2
BY: ED SULLIVAN
SYSTEMS MACHNINES, AU TOMA T/ON COMPONENTS
CORPORATION, A CALIFORNIA CORPORATION
(SHOWN ON THIS DRAWING SET AS "S.M.A.C.")
ENGINEER OR
SUPERVISE OVER-ALL
AND STABILITY OF
DATE
SOILS ENGINEER'S CERTIFICATE
I, RICK E. LARSON, A REGISTERED GEO TECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY
DOING BUSINESS IN TH£ Fl£LD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAD£ BY ME OR UNDER MY DIRECTION
BETWEEN TH£ DA TES OF SEPTEMBER 1, 2004 AND SEPTEMBER 17, 2004. TWO COP/£S OF TH£ SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH£ OFFICE
OF THE CITY ENGINEER.
KLEINFELDER, INC.
5015 SHOREHAM PLACE W.O. 482.32
SAN DIEGO, CA 921.32 (858) .320-2000
SIGNED:~~ f:<£,~
RICKE. LARSON, G.E. 2027
DA TE, ,v'jw,U"'\ /I 1 "Z.cJOS
LICENSE EXPIRATION DATE: 1213/105
1!5~
REFERENCE DOCUMENTS
1. MAP 12815 (LOT 109), RECORDED 05/16/91
2. IMPROVEMENT PLANS FOR LOT 109, C. T. 85-24, UNIT
NO. 5, MAP 12815. PROJECT PD 472. DWG. NO . .355-6.
.3. GRADING AND EROSION CONTROL PLANS FOR LOT 108 OF
CARLSBAD TRACT NO. 85-24, MAP NO. 12815. PROJECT
PD 459. DWG. NO . .350-5A.
4. GRADING PLANS FOR: CARLSBAD TRACT NO. 85-24.
CARLSBAD RESEARCH CENTER UNIT 5.
PROJECT P.E. 2.88.4.3. DWG. NO. 294-1A.
5. IMPROVEMENT PLANS FOR: CARLSBAD TRACT NO. 85-24.
CARLSBAD RESEARCH CENTER UNIT 5.
PROJECT C. T. 85-24. DWG. NO. 294-1.
6. IMPROVEMENT PLANS FOR: FARADAY AVENUE
CARLSBAD RESEARCH CENTER UNIT 5.
PROJECT C. T. 85-24. DWG. NO. 294-1.
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 78
CITY OF VISTA
CITY OF
NOT TO
SCALE
SAN MARCOS
PACIFIC
OCEAN
CITY OF ENCINITAS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
FIELD SURVEY METHODS FROM INFORMATION GATHERED IN
JULY 16, 2004 BY CONWAY & ASSOCIATES, INC. -DAN
HOOPER, PLS 7249.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
,z/>•/•;
7. GRADING AND £ROS/ON CONTROL PLANS FOR LOT 109 OF
CARLSBAD TRACT NO. 85-24, SMAC BUILDING
(PREPARED AS PART OF CITY BUILDING DEPARTMENT
PERMIT NO. CB970875) BY KAHR AND ASSOC/A TES
DATED 5/01/97.
EARTHWORK QUANTITIES
CUT, 295 CY
FILL: O CY
IMPORT: O CY
EXPORT: 295 CY
RfMEDIAL: 0 CY
PROJECT LEGAL DESCRIPTION
LOT 109 OF CARLSBAD TRACT NO. 85-24 UNIT 5
CARLSBAD RESEARCH CENTER, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 12815,
FIL£D IN TH£ OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, MAY 16, 1991.
PROJECT ADDRESS
1695 FARADAY AVENUE
CARLSBAD, CA 92009
LOCATION MAP
SHEET INDEX
I . COVER SHEET -WORK TO BE DONE
2. GRADING PLAN
3. HORIZONTAL CONTROL PLAN
4. EROSION CONTROL PLAN
5. EROSION CONTROL DETAILS 8 BMP NOTES
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTfD BY THE CITY
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. NIA
5. THE STANDARD SPfC/FICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK/.
6. SOILS REPORT AND RECOM.IENDATIONS BY KLEINF£LDER, INC. (SEf NOTES AT LEFT)
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY B£ MODIFIED BY
THE CI TY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL CQ/lf,f/SSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA AND COASTAL PERM/ T DATED
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED____._N,._l:;,.A ___________ _
/0. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY-"N'-'IA:,__ ______ _
DATED NIA WD/0 NO. -'-'Nl'--'A:-..__ _______ _
II. STORM WATER MANAGEMENT PLAN (SWMP/ PREPARED BY CONWAY 8 ASSOC., INC.
DATED 10122104
/2. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASOUA), STORM WATER BEST
MANAGEMENT PRACTICE, CONSTRUCT/ON HANDBOOK AND STATE OF CALIFORNIA, DEPT. OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP/ MANUAL.
LEGEND WORK TO BE DONE
DESCRIPTION DWG.NO. SYMBOL QUANTITY
GRADING -CUT/ FILL
GRADING -EXPORT .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . .
GRADING -R£M£DIAL . . ................................ .
AC PAVING (J" AC / 8" CL-If BAS£) ............. .
6" PCC CURB . . . . . . . . . . . . . . . . . . . . . . . . G-1
PCC FLATWORK (PLANTER STRIP) ............ G-7
SAWCUT & REMOVE EXISTING AC ...... .
CATCH BASIN FILTER INSERT -12" x 12" . . ................... .
CATCH BASIN FILTER INSERT -24" x 24" ..................... .
EROSION CONTROL
TEMPORARY GRA \/EL BAGS -2 ROWS HIGH . . . . . . . . . ~~~
TEMPORARY SILT F£NCE . . . . . . . . . . . . . . . . . . . . . . -X-X-
LEGEND SYMBOLS SEE SHEET NO. 5
LEGEND -ABBREV/A TIONS
FF = FINISHED FLOOR -TYP ON STRUCTURE SLAB
FS = FINISHED SURFACE (TYP ON CONCRETE OR AC)
FG = FINISHED GRADE (TYPICALLY ON GROUND)
RIM = ELEVATION OF FINISHED INLET
/NV = FLOW/.JNE AT INLET
I.E. = SAME AS /NV.
FL = FLOWLINE
RW = RETAINING WALL
TOP = FG AT TOP COURSE:
TOE = FG AT BOTTOM
BOTTOM = FG AT EXPOSED BOTTOM OF WALL
PL = PROPERTY LINE
CL = CENTER LINE
TYP = TYPICAL
EL = ELEVATION
CO = CLEAN OUT
LW = LIGHT WELL
OS = DOWNSPOUT
CONSTRUCTION PRIORITY: "MEDIUM"
0 CY
295 CY
0 CY
5,40.3
488
125
180
SF
LF
SF
SF
3 £A
4 EA
BOO EA
.350 LF
THIS PROJ£CT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ
212 -/30 -34 · 00 PLANNING.DEPARTMENT APPROVAL "AS BUil T"
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N .354 E 1677
BENCH MARK
DESCRIPTION· CONG MON. W/ STD DISC STAMPED "£CR 15"
L OCA T /ON: 500' S OF INTERSECTION OF EL CAM REAL &
PAL AIRPORT RD, E OF EL CAM REAL ALONG
FENCE LINE
RECORDED: ADC PRECISE SURVEY LEVELS {RS 1800-1)
ELEVA T I ON , __,2°"9"'6-". 4,,S"'O'-----DATUM: U. S.C. a G. S.
SITE BENCH MARK: 24" STE£L GRATE AT SOUTH £ND OF
CONCRETE RIBBON GUTTER, SHOWN ON CITY OF CARLSBAD
GRADING AND SEWER PLAN FOR LOT 109 -CARLSBAD TRACT
85-24. £LEVA TION = 245.14 (SHOWN HEREON)
BASIS OF BEARINGS / BOUNDARY DATA
NO BOUNDARY SURVEY WAS PERFORMED. TH£ PROPERTY LIN£S
SHOWN HEREON ARE P£R R£CORD MAP 12815 AND SHALL BE
CONSIDERED APPROX/MA TE ONLY
11\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
0 - ) -~ " if:'«
(SIGNED) DATE: ":J/.3//os
MICHAEL J. HOlZMILLER, PLANNING DIRECTOR RCE EXP. DATE
_4'/ c,L-,-----7 ..
--2'-'-' /,h.--.C~1JA1E:5 /~1/_os-REVIEWED BY: (SIGNED) ' -r
RECOMMENDED BY: c-~£ If. f,.°Jft,,,,_.
INSPECTOR DATE INT NAME)
I SH1ET I CITY OF CARLSBAD I SHSTS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
S.M.A.C.
COVER SHEET
APPROVED LLOYD B. HUBBS or C~~~ t;Gl~t;;' iA-/i~,: EXPIRES 12 /31 105
'f,/. "7 / ,p ,-
DATE
DWN BY:
I 14261~5A PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY:~ PD 04-19 OTHER APPROVAL CITY APPROVAL RVWD BY:
"' -,: ... "' "' "' -I ... ... "' ,: ..,, ... -00 0 " "' 0 r--.. -0 • ::1 ~ ... 0 u • "' = " ·• "' " • ... • -= I ·s, " "' = r--"' -;; 0 "' h r--~ -;; • 0 ' d 0 " ... " 0 "" >, • • -> • " ...
" en
' 00 " • • d "' d "' --~ -~ u
., C C.) 0 0
.::1 "' =E "' ....... ... '-' G) ~
r.tl ... • _.
(lJ .0 .!!I ...., ~ 0 .,::. ro u -..... • 0, "-> C.) "' 0, 0 0 -r.tl • I
r.tl .. -~ 0, .-,,r: ~ UJ • )> d8 • ~ -~
>. "" 8 ro -~ ~ 0.
0 .::1 -~ 0.
0 "' "' u "' "'
2)
LOT 108 .MAP 12815
20' 10' 0 40'
SCALE: 1"=20' --------------··-------------
0 WORK TO BE DONE
PROTECT EXISTING STORM DRAIN CATCH BASIN IN PLACE
2 PROTECT EXISTING PCC RIBBON GUTTER IN PLACE ~ NEW AC TO
MATCH EXISTING GRADE OF EXISTING RIBBON GUTTER EDGE
3 SAWCUT & REMOVE EXISTING AC PVMT 1' FROM EXISTING AC BERM
/ EDGE OF PVMT & REMOVE PAVING AND BERM (WHERE BERM IS
PRESENT)
4 EXISTING FIRE HYDRANT -PROTECT IN PLACE ~ HYDRANT TO
REMAIN IN SERVICE AT ALL TIMES
EXISTING
PARKING
5 REMOVE EXISTING TREE ~ SEE LANDSCAPE PLAN FOR REPLACEMENT
PLANTING REQUIREMENTS
6 NEW !'-WIDE PCC SIDEWALK PAVING PER SDRSD G-7 ~ SEE DETAIL
2, SHEET J
7 NEW 6" PCC CURB PER SORSO G-1
8 PROTECT EXISTING TREE IN PLACE
9 NEW STORM WATER FILTER INSERT PER TABLE 1, SHEET 2
10 NEW AC PAVEMENT (J" AC/ 8" CL-// BASE) -SEE SOILS REPORT
□ EXISTING STORM DRAIN SYSTEM DATA
1 12"x12" INLET -RIM 246.5J -I.E. 241.57 (CB-1)
2 12" PVC SO @ 7.5%
J TYPE 'A' CLEANOUT -I.E. 2J9. 77
4 12"x 12" INLET -RIM 24J.JO -I.E. 240.JO (CB-2)
7
\
5 12"x 12" INLET -RIM 24J.JO -I.E.
6 8" PCV SO @ 1.0%
240.08 (CB-J) TABLE 1: STORM DRAIN MODIFICATIONS
CB-1: INSTALL MODEL FF 12-D
7 12" PVC SO @ 1.0% CB-2: INSTALL MODEL FF 12-0
8 24"x 24" INLET -RIM 245.14 -I.E. 2J8.27 (CB-4)
9 15" PVC SO O 1.0%
10 24"x 24" INLET -RIM 245.56 -I.E. 2J6.41 (CB-5)
17 75" PVC SD O 2.0%
12 24"x 24" INLET -RIM 242.29 -I.E. 2JJ.99 (CB-6)
1J 12" PVC SD @ 1.0%
CB-J: INSTALL MODEL FF 12-0
'o
10::'.-\
~~/ .-, 0 /
V 'S,-0 ~ C/ Q~~
STORM DRAIN MOD/FICA noN NOTES: ~ ,Q "9'
CB-4: INSTALL MODEL FF 24-D
CB-5: INSTALL MODEL FF 24-D
CB-6: INSTALL MODEL FF 24-0
CB-7: INSTALL MODEL FF 24-D
14 24"x 24" INLET -RIM 24J.95 -I.E. 2J9.95 (CB-7)
1) CATCH BASIN FILTER INSERT CALLOUTS ARE BASED ~ ~ --0
ON THE "FLO-GARD" FILTER SERIES BY KRI-STAR .Y't 7' __,,,.
INDUSTRIES ~ CONTRACTOR SHALL MAKE WRITTEN i;_,, :,>. ~
15 8" PVC SO @ 1.0%
STORM DRAIN NOTES:
1) CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL
POINTS OF CONNECTION PRIOR TO START OF WORK.
2) STORM DRAIN DA TA IS RECORD PER KAHR AND
ASSOCIATES GRADING PLAN DATED 5/01/97.
J) SEE STORM DRAIN CATCH BASIN MOO/FICA TIONS PER
TABLE 1, SHEET 2.
REQUESTS FOR 'EQUIVALENi PRODUCT SUBSTITUTION. s. -c<'; (5)-
2) CONTRACTOR'S PROPOSED 'EQUIVALENi WATER .,.t._ '1) .?
POLLUTION CONTROL PRODUCTS SHALL BE APPROVED IN (5\-
WRITING BY THE CITY ENGINEER ANO THE ENGINEER OF
WORK PRIOR TO PURCHASE AND INSTALLATION.
J) CATCH BASIN FILTER INSERTS ARE FOR PERMANENT
BMP PURPOSES ~ NO MODIFICATIONS ALLOWED UNLESS
APPROVED IN WRITING BY THE CITY ENGINEER.
4) CONTRACTOR SHALL FIELD-VERIFY ALL CRITICAL
DIMENSIONS PRIOR ORDERING MATERIALS. ------
Oct 22. 2CD4 -· 15: 12:33 r· \04-012 SMAC\dwgs\040. 2GP3.cwg PL.OT @ 1=20
EXISTING
2: 1
SLOPE
LOT
SEE SHEET 2 OF 2,
DWG NO. J55-6 FOR
EXISTING WATER LINE
NEW PARKING ~
38 SPACES
109 ~;JAP
i:_-A C> A~ 11,1
1 "' ,nun 1
·1281 S
II' ,r-1\11 ir-
r\V C.1 ~UC_
BENCH
RCE __ _
REv1EWED BY:
INSPECTOR
EXP. ___ _
7
EXISTING
DRIVE
DATE
DATE
8
SEE SHEET 2 OF 2,
DWG NO. J55-6 FOR ~
EXISTING WA T£R LINE \
., h -., c=
I V / ._I
i:_-/\C)Ai"\/\'/
I r\l \nUn I
/\\ 1r-p.,11 1r-
r\V L_1'.IUL_
FH
EXISTING
SHARED
ENTRY DRIVE
CB-7
I SH2ET I
GRADING
CITY
I I
I I
I
'
SE SHEET 18 OF 27, OWG
N • 294-1 FOR FARADAY
I
I
OF
A VE. IMPROVEMENTS
EXISTING I
TYPE "A"
SD c.o. I
EXISTING
118" RCP I
l CL PIPE
STA 44+07 i
FARADAY AVE
REF DWG NO 94-1
SHEETS 6 OF 27
& 18 OF 27 j
I
-t
J/,../4,s -
No. 41022 ~ ,..,,
"'
IV I I.
C~L I
CARLSBAD
ENGINEERING DEPARTMENT
I SHSTS I
PLANS FOR:
S.M.A.C.
GRADING PLAN
DESCRIPTION,
LOCATION,
CONG MON. W/ SID DISC STAMPED "ECR 15"
500' S OF INTERSECTION OF EL CAM REAL & l---f---l----------------t-----t--t-----t-----1
PAL AIRPORT RD, E OF EL CAM REAL ALONG
APPROVED LLOYD 8. HUBBS &r ,,.-L.,,-'"~""Ifi Jd, ,,.,..;--,::,_;,, ~ f~~ CITY ENGIN -R PE£889 EXPIRES 12/31 /05 Art FENCE LINE
RECORDED,
ELEVATION, --;-------
AC PRECISE SURVfY LEVELS (RS 1800-1/
DATUM, U.S. C. 8 G. S.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY:
I
PROJECT NO. l426NG5A CHKD BY: ~ PD 04-19 RVWD BY: r--
"' --,.,
" a,
N "' -I " ... "' ,.,
< "
" 0 -"' 0 r----u • ~ --§ u • .. " ,., -~ "' " " " -•a I ,.,
"' " r--"' -
\
-0 • "' -r--0 -" " • " ' " " 0 -.d
0 "' >, • " -> • -,..
" 00 ' " -0 • " ·• ~ "' -·• > ·• u
. a,
c.J 0 0 0
~ N "' ~ ......, ..,
u
~ "" rn " (i) (l) .c m I\.) --1--' --ro " 0 ~ u . ..., • c.J -I\) N (Tl 0 0 -0. rn • C/J -·• I ~ " en 0, • ~ • )> -~ -:>, "' 0 ro ~ ·• ;::: 0..
0 ~ ·• 0..
0 "' N u "' N
20' 10'
11[)/\.I 1'")1'; 1---.n ~0 /11 I\/ "-I"-~ I ,._)1,.;~,.__1L..
0 40'
SCALE: 1"=20' 1.-------------
r8.5'7 OVERHANG
♦ r LINE
2.5'
,--------7
OVERHANG I 6" PCC CURB I
I t I
CURB] I
I LINE
I
I
I
I
I 20.59' I STANDARD
I PARKING
I STALL IS
I 175 S.F.
I
I
I
I
I'-._ PAINT
I STRIPING I L ________ J
DETAIL 1 NO SCALE
STANDARD PARKING STALL
I
'~
I
I
I L ______ _
Oc l 22, 2QOL -15: 12: 3~ 1-':\J4-072 '.:i~1AC:\dwgs\04012GP3.dwg PLOT @ 1-2D
LOT 108 MAP ']2815
WIDTH
PER PLAN ----0 EXISTING STORM DRAIN SYSTEM DATA
1 12"x12" INLET -RIM 246.53 -I.E. 241.57 (CB-1)
[SEE SHEET 2]
f--~-+----11---4.0'MIN OVERHANG ----r LINE -
2 12" PVC SD @ 1.5%
_ _J_
OVERHANG 2.5'
STANDARD
PARKING
STALL
(B.5'x 20.59'
= 175 SF)
DETAIL 2
18.1'
20.6' ·, -~-/
.i. ·.,··
STANDARD ISLAND DETAIL
6" PCC CURB
CURB
LINE
STANDARD
PARKING
STALL
(B.5'x 20.59'
-175 SF)
6" PCC CURB
PLANTER STRIP: 71r--~:,.._ 12"-WIDF: PCC WALK PER
:,' _ SDRSD G-7 ADJACENT TO
CURB WHERE CURB IS
ADJACENT TO PARKING
·,,
PAINT ----STRIP/NG
-~,; ~.S' ___ 'C EDGE DRIVE
NO SCALE
BENCH MARK
3 TYPE 'A' CLEANOUT -I.E. 239.77
4 12"x 12" INLET -RIM 243.30 -I.E. 240.30 (CB-2)
5 12"x 12" INLET -RIM 243.30 -I.E. 240.08 (CB-3)
6 8" PCV SD @ 1.0%
7 12" PVC SD @ 1.0%
8 24"x 24" INLET -RIM 245.14 -I.E. 238.27 (CB-4)
9 15" PVC SD @ 1.0%
10 24"x 24" INLET -RIM 245.56 -I.E. 236.41 (CB-5)
11 15" PVC SD O 2.0%
12 24"x 24" INLET -RIM 242.29 -I.E. 233.99 (CB-6)
13 12" PVC SD O 1.0%
14 24"x 24" INLET -RIM 243.95 -I.E. 239.95 (CB-7)
[SEE SHEET 2]
15 8" PVC SD O 1.0%
STORM DRAIN NOTES:
1) CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL
POINTS OF CONNECTION PRIOR TO START OF WORK.
2) STORM DRAIN DA TA IS RECORD PER KAHR AND
ASSOC/A TES GRADING PLAN DATED 5/01/97.
3) SEE STORM DRAIN CATCH BASIN MOD/FICA TIONS PER
TABLE 1, SHEET 2.
"AS BUil T"
DESCRIPTION,
LOCATION,
CONC MON. W/ sm DISC STAMPED "ECR 15"
500' S OF INTERSECTION OF EL CAM REAL &
PAL AIRPORT RD, E OF EL CAM REAL ALONG
FENCE LINE
RCE __ _
REVIEWED BY:
EXP, ___ _ DATE
RECORDED, ADC PRECISE SURVEY LEVELS IRS 1800-IJ
ELEVATION, ~2~96~·~4~80~---DATUM, U.S.C. B G.S. INSPECTOR DAlE
'1 ~_-.,:;:;
l V-/ ..__:,i
'C-·A C) I\ h /1,\/
·1 r-'1,1 \nur~ t
'-A' ,r-"·11 ,r-r,v C\-1 'l-VL ....
---.. ---. ----·-·-·-.. -1 '• •, . ,, . ',,
' ' . . . . . ' . .
\ .. • ·. · . ··. ··. SE -,_ ~ - --"-;........ -•-_.,. _ • ........_ _;,_ ......2 -L SHEE:T 1B OF 27, DWG
. 294'-1 FOR FARADAY
A l;I::. IMPROVEMENTS
EXISTING
TYPE "A"
SD C.O.
EXISTING
118" RCP I
l CL PIPE I
I
I
I
I
I
I
I
STA 44+07 t FARADAY AVE
REF DWG NO 94-1
SHEETS 6 OF 27
Q EXISTING EASEMENT DATA
CONTRTACTOR SHALL OBTAIN A CURRENT TITLE REPORT
AND INDEPENDENTLY VERIFY ALL EXISTING EASEMENTS
AND POINTS OF CONNECTION PRIOR TO START OF
CONSTRUCTION.
1 EASEMENT FOR WATER LINE PURPOSES GRANTED TO
CARLSBAD MUNICIPAL WATER DISTRICT 11/17/77 PER
DOC. NO. 1997-0578276
2
NOTE: "PARCEL 'B'" OF SAID EASEMENT DOC IS SHO'M'l
HEREON. "PARCEL 'A'" IS NOT IN THE IMMEDIATE WORK
AREA AND IS NOT SHOWN
RECIPROCAL ACCESS EASEMENT GRANTED TO UNION
PACIFIC RAILROAD COMPANY (AND SUCCESSOR OWNERS
OF OWNER OF LOT 108) 11/15/96 PER DOC. NO.
1996-0580423
◊ RECORD BOUNDARY DATA
CONTRACTOR SHALL INDEPENDENTLY VERIFY ALL
PROPERTY CORNERS AND BOUNDARY DATA PRIOR TO
START OF CONSTRUCTION.
BOUNDARY DATA:
1
2
3
4
5
N 31• 30• oo· E
N 81' 57' 39" W
N 12· 20' 45" E
N 22' 44' 04" E (RAD)
R=1242.00' 6= 14' 20' 18"
590.00'
437.03'
140.00'
295.B5'
L= 310.B1'
NOTE: BOUNDARY DATA IS RECORD PER MAP 12815 AND
SHALL BE CONSIDERED APPROXIMATE ONLY
& 18 OF 27 I
w
:::) z w ~
~
0
~ <(
LL
a,ESS1
'-· ~ I. )t /13~ ') t---":/__, "' ....
"' No. 41022
uJ EXPIRES 3-31-20
C/Vi\.
or CALI
fSHFi7 CITY OF CARLSBAD I SHE5ETS I l---+---+----------------+---1----+--+---t u_j ENGINEERING DEPARTMENT
l---+---+----------------+---1-----+---+----I
GRADING PLANS FOR:
S.M.A.C.
HORIZONTAL CONTROL PLAN
APPROVED LLOYD B. HUBBS or-
l---+---+----------------+---l-----+---+----I IAf~1~s~EcN~G~~-rzf........,,U~p~,;g~· ~~~~89z~~;g~P-IR_E_S_1_2~3-1 ~0-5 ~{if'5
DATE INITIAL DATE INITIAL DA TE INITIAL
EN~NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL
DWN BY:~ CHKD BY: '
RVWD BY:
N --"' ..,. "' "' "' -I ... ..,.
:;! "' .. -"' 0 0 "' 0 r---0 • ~ 0 -" 0 u • .,
" "' -~ "' 0
0 ..,.
0 -d I -~ "' ., "' " r-"' -;; 0
'° ... r-0 -d 0 " " --._, " 0 00 .,, 0 0 "' I>, " 0 -I> " 0 ...
~ en --._,
00 0 " " .s .,
" ,,
~ ·~ u
"' 0 C.J 0
0 :E .::: "' "' ....... .,,
u (i) -.,, r.tl " (..>
V .0 "' 0 .l:::a,. +-' -... ro "' -u I'.) ...... • 0, C,) "' ~ 0 0 -r.tl "' I
r.tl ,;: 0, -et: ~ "' )> •
d8 ~ ·c
P.., Q
ro -~ ~ "-
0 .::: 0::
0 "' "' u .~ "'
20' 10' 0
MAP 128'J5
40'
ALL SYMBOLS (SUCH AS GRAVEL BAGS, SILT F£NCE, RETAINING
WALLS) ARE DIAGRAMMATIC IN NA TUR£. THESE SYMBOLS DO
NOT DEPICT THE ACTUAL NUMBER OR SIZE OF BAGS, BLOCK,
FENCE POSTS ETC.
INSTALL GRAVEL BAGS AND DIRECT RUNOFF TO INLE:TS OR
OTHER IDENTIFIED POINTS OF STORM WATER DISCHARGE.
OWNER IS RESPONS/8Lt TO MAINTAIN GRA vtL BAGS IN PLACE
AND IN GOOD REPAIR UNTIL vtGETA TION IS MATURE AND
STABILIZED AND THERE IS NO DANGER OF EROSION OR
SILTATION. OWNtR IS RESPONSIBLE FOR PREvtNTING SILTATION
OF ANY STREETS OR ADJACENT PROPERTIES AND SHALL CLEAN
THE STREETS AND ADJACENT PROPERTIES DAILY IF SILTATION
RUNOFF OCCURS.
1 h-1,:::
1-..,,1/,_I
c_-11, i:) /Ir-"'/
I /71 \,\l_/1\ I
11, ,r-1\11 1r-
/\V C_1~uc_
I
SCALE: 1"=20' ..--------------
\:: :1·.:· ~ .
------+-------.. ---------------.. -------------.. -------------
",,,\,.,a~•""~' '''"'" '"'""
• _:.:J;....,-" ·::..:. • J···· • -a•~-~• "'~··--~~·
" '" ~,,, -
,,,.,, .. ,,,,,,.,.~
------. ----------
INSTALL SILT FENCE
ALONG EDGE OF EXISTING
PCC RIBBON GU TT£R DES/GNA TED
CONSTRUCTION MA T£RIAL
STORAGE AREA INSTALL SILT FENCE
ALONG EOG£ OF . , .•.
INSTALL GRA vtL BAG
CHECK DAMS AT
50-FOOT CENTERS INSTALL GRAVEL BAG,
DESIL TING RINGS AROUND
INLETS.
•/
\_ INSTALL GRAVEL BAG
CONTAINMENT BERM
THROUGHOUT COURSE OF
EXISTING AC PA \/ING
0
WORK ~ 2 BAGS HIGH
MAINTAIN CONTINUOUS
FIBER ROLL BEHIND GRAVEL
BAG BERM THROUGHOUT
COURSE OF WORK
STORM WATER QUALITY GENERAL NOTES:
BMP WM-1 -MATERIAL DE:LIVE:RY AND STORAGE
DEFINITION AND PURPOSE:
PROCEDURES AND PRACTICES FOR THE PROPER HANDLING ANO STORAGE OF
MATERIALS IN A MANNER THAT MINIMIZES OR £LIM/NA TES THE DISCHARGE
OF THESE MA T£R/ALS TO THE STORM DRAIN SYST£M OR TO WA T£RCOURS£S.
APPROPRIA rr APPi /CATIONS:
THESE PROCEDURES ARE IMPLEMENT£D AT ALL CONSTRUCT/ON SITES WITH
DELIVERY AND STORAGE OF THE FOLLOWING:
-SOIL
-PESTICIDES AND HERBICIDES
-FERTILIZERS
-DET£RGENTS
PLASTER
-PETROLEUM PRODUCTS SUCH AS FUEL, OIL, AND GREASE
-ASPHALT AND CONCRETE COMPONENTS
-HAZARDOUS CHEMICALS SUCH AS ACIDS, LIME, GLUES, ADHESIVES,
PAINTS, SOL VENTS, ANO CURING COMPOUNDS
-CONCRETE: COMPOUNDS
-OTHER MATERIALS THAT MAY BE DETRIMENTAL IF RELEASED TO THE
ENVIRONMENT
LIM/ TA VONS:
-SPACE LIM/TA TION MAY PRECLUDE INDOOR STORAGE.
-STORAGE SHEDS MUST MEET BUILDING &: FIRE CODE REQUIREMENTS.
MATERIAL STORAGE AREAS AND PRACTICES:
LIQUIDS, PETROLEUM PRODUCTS, AND SUBSTANCES LIST£D IN 40 CFR
PARTS 110, 117, OR 302 SHALL BE HANDLED IN CONFORMANCE WITH THE
FOLLOWING PROVISIONS:
-STORAGE, PREPARATION, ANO MIXING SHALL BE ACCOMPLISHED IN
TEMPORARY CONTAINMENT FACILITIES. EACH TEMPORARY CONTAINMENT
FACILITY SHALL PROVIDE A SPILL CONTAINMENT VOLUME EQUAL TO 1.5
TIMES THE VOLUME OF ALL CONTAINERS THEREIN AND SHALL BE
IMPERVIOUS TO THE MA T£RIALS CONTAINED THEREIN FOR A MINIMUM
CONTACT TIME OF 72 HOURS.
-SUFFICIENT SEPARATION SHALL BE PROVIDED BETWEEN STORED
CONTAINERS TO ALLOW FOR SPILL CLEANUP AND EMERGENCY RESPONSE
ACCESS.
\ood1ng romP
• l
•
/
BMP WM-1 -MATERIAL DELIVERY AND STORAGE (CONT.)
-MINIMIZE THE MATERIAL INvtNTORY STORED ON-SIT£ (E.G., ONLY A
FEW DAYS SUPPLY).
-STORE MATERIALS INDOORS WITHIN EXISTING STRUCTURES OR SHEDS
WHEN AVAILABLE.
-HA VE PROPER STORAGE INSTRUCTIONS POSTED AT ALL TIMES IN AN
OPEN ANO CONSPICUOUS LOCATION.
-DO NOT STORE HAZARDOUS CHEMICALS, DRUMS, OR BAGGED
MA T£RIALS DIRECTLY ON THE GROUND. PLACE THESE IT£MS ON A PALLET
AND WHEN POSSIBLE, UNDER COVER IN SECONDARY CONTAINMENT.
-KEEP HAZARDOUS CHEMICALS WELL LABELED AND IN THEIR ORIGINAL
CONTAINERS.
-KEEP AMPLE SUPPLY OF APPROPRIATE SPILL CLEAN UP MA T£RIAL
NEAR STORAGE AREAS.
MA TffilAL DELI VERY PRACTICES:
-KEEP AN ACCURA T£, UP-TO-DAT£ INvtNTORY OF MA T£RIAL
DELIVERED AND STORED ON-SITE.
-EMPLOYEES TRAINED IN EMERGENCY SPILL CLEAN-UP PROCEDURES
SHALL BE PRESENT WHEN DANGEROUS MATE:RIALS OR LIQUID CHEMICALS
ARE UNLOADED.
SPILL CLEAN-UP
-CONTAIN AND CLEAN UP ANY SPILL IMMEDIATELY.
-IF SIGNIFICANT RESIDUAL MATERIALS REMAIN ON THE GROUND AFTER
CONSTRUCTION IS COMPL£TE, PROPERLY REMOVE AND DISPOSE ANY
HAZARDOUS MATERIALS OR CON TAM/NA T£D SOIL.
MAINTENANCE AND INSPECTION:
-STORAGE AREAS SHALL BE KEPT CLEAN, WE'LL ORGANIZED, AND
£QUIPPED WITH AMPLE
CLEAN-UP SUPPLIES AS APPROPRIATE FOR THE MATERIALS BEING STORED.
-PERIMETER CONTROLS, CONTAINMENT STRUCTIJRES, COvtRS, AND
LINERS SHALL BE REPAIRED OR REPLACED AS NEED£D TO MAINTAIN
PROPER FUNCTION.
-INSP£CT STORAGE: AR£AS BEFORE: AND AFTER RAINFALL EVENTS, AND
AT LfAST WE£KL Y DURING OTHER TIM£S.
BMP WM-J -STOCKPILE MANAGEMENT
D£FINITION AND PURPOSf:_:
STORM WATER QUALITY GENERAL NOTES: (CONT.)
BMP WM-J -STOCKPILE MANAGEMENT (CONT.)
PROTE;CVON Of NON-ACTIVE STOCKPILES:
EXISTING
BUILDING
NON-ACTIVE STOCKPILES OF THE IDENTIFIED MATERIALS SHALL BE
PROTECTED FURTHER AS FOLLOWS -
SOIL STOCKPILES:
-DURING THE RAINY SEASON, SOIL STOCKPILES SHALL BE COVERED OR
PROTECT£D WITH SOIL STAB/LIZA TION MEA5UR£S AND A T£MPORARY
PERIMETER 5EDIM£NT BARRIER AT ALL TIME.
-DURING THE NON-RAINY SEASON, SOIL STOCKPILES SHALL BE
COVERED OR PROTECT£D WITH A TEMPORARY PERIMET£R SEDIMENT BARRIER
PRIOR TO THE ONSET OF PR£C/P/ TA TION.
-STOCKPILES OF PORTLAND C£M£NT CONCR£TE RUBBLE, ASPHALT
CONCRETE, ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, OR AGGREGATE
SUBBASE.
-DURING TH£ RAINY SEASON, THE STOCKPILES SHALL BE COVERED OR
PROT£CTED WITH A TEMPORARY PfRIMETER SEDIMENT BARRIER AT ALL
TIMES.
-DURING THE NON-RAINY SEASON, THE STOCKPILES SHALL BE
COVERED OR PROTECTED WITH A TEMPORARY P£RIMET£R SEDIMENT BARRIER
PRIOR TO THE ONSET OF PREC/PITA TION.
STOCKPILES OF "COLD MIX":
-DURING THE RAINY SEASON, COLD MIX STOCKPILE:$ SHALL BE PLACED
ON AND COVERED WITH PLASTIC OR COMPARABLE MA T£R/AL AT ALL TIMES.
-DURING THE NON-RAINY SEASON, COLD MIX STOCKPILES SHALL BE
PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL PRIOR
TO THE: ONSET OF PRECIPITATION.
PROTECVON OF ACVVE STOCKPILES:
ACTIVE STOCKPILES OF THE IDENTIFIED MATERIALS SHALL BE PROTECT£D
FURTHER AS FOLLOWS:
-ALL STOCKPILES SHALL BE PROTECTED WITH A TEMPORARY LINEAR
SEDIMENT BARRIER PRIOR TO THE ONSET OF PREC/PITA TION.
-STOCKPILES OF "COLD MIX" SHALL BE PLACED ON AND COVERED WITH
PLASTIC OR COMPARABLE MA T£RIAL PRIOR TO THE ONSET OF
PRECIP/TA TION,
MAINTENANCE AND INSPECTIONS:
INSTALL GRAVEL BAG
CHECK DAMS AT
50-FOOT CENT£RS
◊ RECORD BOUNDARY DATA
CONTRACTOR SHALL INDEPENDENTLY VERIFY ALL
PROPERTY CORNERS AND BOUNDARY DATA PRIOR TO
START OF CONSTRUCTION.
BOUNDARY DATA:
1
2
3
4
5
N 31· 30' oo· E
N 81" 57' 39" W
N 12" 20' 45" E
N 22' 44' 04" E (RAD)
R=1242.00' /::,= 14" 20' 18"
590.00'
437.03'
140.00'
295.85'
L= 310.81'
NOTE: BOUNDARY DATA IS RECORD PER MAP 12815 AND
SHALL BE CONSIDERED APPROXIMATE ONLY
INSTALL GRAVEL 'AG,
DESIL TING RINGS 'AROUND
INLETS.
OWNER SHALL ASSURE THAT THERE IS NO S/LTATl6N OR .. ~
DAMAGE TO THE STREET AREA OR ANY OFF-SITE AREA,
WHETHER ADJACE:NT TO THE SIT£ OR NOT. OWNER SHALL
MONITOR OR MAINTAIN ALL GRADING AND DRAINAGE IN SUCH i,/i -
iVAY AS TO CONTROL ANO PREVENT SILTATION, EXCESS
"RUNOFF AND UNWANT£D IMPACTS TO PUBLIC OR PR/VAT£
PROPERTY. IN THE EVENT OF ANY SILTATION OR DAMAGE,
OWNER . SHALL IMMEDIATELY CLE:AN UP SAME AND TAKE
CORR£Cr1VE MEASURE:$ TO ASSURE THAT TH£ DAMAGE OR
SIL TAT/ON IS_ NOT REPEATED.
£ROS/ON CONTROL NOTES:
ONCE FINAL GRADE OR PROJECT APPROVAL HAS BEEN GIVEN
BY THE GOVERNING AUTHORITY (CITY), IT IS THE OWNER'S
RESPONSIBILITY TO MAINTAIN THE SURFACE GRADES TO THE
STANDARDS ESTABLISHED AT THE TIME OF FINAL APPROVAL,
IN PERPETUITY.
THE CITY OR THE ENGINEER OF WORK, MAY AT ANY 11ME,
REQUIRE MAINTENANCE ON, OR CHANGES TO, THE SURFACE
GRADING OR THE DRAINAGE SYST£M IF EITHER THE CITY OR
THE ENGINEER OF WORK DETERMINES THAT FIELD CONDITIONS
OR ALTERATIONS OR SETTLEMENTS RESULT IN SURFACE OR
SUBSURFACE DRAINAGE PROBLEMS. OWNER AGREES TO MAKE
SUCH AL T£RA TIONS AT OWNER'S SOLE EXPENSE.
THE CONTOURS AND FEATURES OF THE SUBJECT PROJECT
ARE DE:SIGNE:D TO PROT£CT AGAINST FLOODING AND TO
PROVIDE BERMS AND SWALES TO DIRECT SURFACE RUNOFF
AWAY FROM THE STRUCTURES AND TO APPROPRIATE:
DRAINAGE FACILITIES. THE SURFACE CONTOURS MUST BE
MAINTAINED BY THE OWNER. CONTOURS AND BERMS MUST
NOT BE ALTERED. IT IS THE OWNERS RESPONSIBILITY TO
MAINTAIN THE ORIGINAL GRADING AND DRAINAGE OF THE LOT.
IF THE OWNER SELLS THE PROPERTY, OWNER IS RESPONSIBLE
FOR ASSURING THAT FUTURE OWNER(S) ARE AWARE OF
THESE REQUIREMENTS. THE OWNER IS TO CONSULT A
LICENSED PROFESSIONAL REGARDING LANDSCAPING OR ANY
ALTERATIONS WHICH COULD AFFECT SURFACE CONTOURS OR
DRAINAGE.
ANY DAMAGE TO THE SUBJECT PROPERTY OR ANY ADJACENT
PROPERTY AS A RESULT OF OWNER LANDSCAPING OR
AL TERA TIONS OF THE IMPROvtMENTS ON THIS PLAN ARE THE
RESPONSIBILITY OF THE OWNER. CHANGES TO GRADING AND
DRAINAGE CAN RESULT IN SUBSTANTIAL DAMAGE.
THE: FINISHE:D SURFACE NEXT TO ANY STRUCTURE SHOULD
w
:) z w ~
~ 0
<! a:
<!
LL
SLOPE AWAY TO PREvtNT STANDING WATER.
IF YOU ADD OR MOVE SOIL NEXT TO THE FOUNDATION, MAKE '-.Hs;,/.
SURE THE LEVEL OF THE SOIL NEXT TO THE FOUNDATION -,;:-•<-~
I
I
I
I
I
I
I
I
I
I
I
I
z ,.., -INCOMPATIBLE MATERIALS, SUCH AS CHLORINE AND AMMONIA, SHALL
NOT BE STORED IN THE SAME TEMPORARY CONTAINMENT FACILITY.
-TO PROVIDE PROTECTION FROM WIND AND RAIN, THROUGHOUT THE
PROCEDURES AND PRACTIC£S TO REDUCE OR ELIMINATE POLLUTION OF
STORM WAT£R FROM STOCKPILES OF SOIL, AND PAVING MATERIALS SUCH
AS PORTLAND CEM£NT CONCR£T£ (PCC) RUBBLE:, ASPHALT CONCRETE: (AC),
ASPHALT CONCR£TE RUBBLE, AGGREGATE BAS£, AGGR£GA T£ SUBBASE OR
PRE-MIXED AGGREGATE AND ASPHALT BINDER (SO CALLE:D "COLD MIX"
ASPHALT).
-REPAIR AND/OR REPLACE PERIMETER CONTROLS AND CO\IE'RS AS
NEEDED, OR AS DIRECTED BY THE CONSTRUCTION SUPERINTENDENT, TO
KfEP THEM FUNCTIONING PROPERLY.
REMAINS SIX INCHES OR MORE BELOW THE LEVEL OF THE
FINISHED SLAB. KEEP PLANTER BEDS A MINIMUM OF THREE
FEET AWAY FROM THE FOUNDATION. PROVIDE AMPLE ROOM
FOR TREE ROOTS TO GROW IN ORDER TO PREVENT DAMAGE
EXPIRES 3-31-2007 ;;;
RAINY SEASON, TEMPORARY CONTAINMENT FACILITIES SHALL BE COVERED
DURING NON-WORKING DAYS AND PRIOR TO RAIN EVENTS.
-T£MPORARY CONTAINMENT FACILITIES SHALL BE MAINTAINED FREE OF
ACCUMULATED RAINWATER AND SPILLS.
-MA T£R/ALS SHALL BE STORED IN THEIR ORIGINAL CONTAINERS AND
THE ORIGINAL PRODUCT LABELS SHALL BE MAINTAINED IN PLACE IN A
LEGIBLE CONDITION. DAMAGED OR OTHERWISE ILLEGIBLE LABELS SHALL BE
REPLACED IMMEDIATELY.
--LIQUID MATERIALS, PETROLEUM PRODUCTS, AND SUBSTANCES LISTED
IN 40 CFR PARTS 110, 117 OR 302 SHALL BE STORED IN APPROVED
CONTAINERS AND DRUMS SHALL NOT BE OVERFILLED. CONTAINERS SHALL
8£ PLACED IN TEMPORARY CONTAINMENT FACILITIES FOR STORAGE:.
-BAGGED AND BOXED MATERIALS SHALL BE STORED ON PALLETS AND
SHALL NOT BE ALLOWED TO ACCUMULATE ON THE GROUND. TO PROVIDE
PROTECTION FROM WIND AND RAIN, THROUGHOUT THE RAINY SEASON,
BAGGED AND BOXED MAT£RIALS SHALL BE COVERED DURING NON-WORKING
DAYS AND PRIOR TO RAIN EVENTS.
-STOCKPILES SHALL BE PROTECT£D IN ACCORDANCE WITH BMP WM-3,
"STOCKPILE MANAGEMENT".
Oct 22, 2004 --5: 12: 3~
APPROPRIATE APPL/CATIONS:
IMPLEMENTED IN ALL PROJECTS
MAT£R/ALS.
LIM/TA TIONS:
NONE IDENTIFIED
THAT STOCKPILE: SOIL AND PAVING
STANDARDS AND SPECIF/CATIONS:
-PROT£CTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT.
-L_OCA T£ STOCKPILES AWAY FROM CONCENTRATED FLOWS OF STORM
WA T£R, DRAINAGE COURSES, AND INLETS.
-PROT£CT ALL STOCKPILES FROM STORM WATER RUN-ON USING A
T£MPORARY PERIMET£R SEDIMENT BARRIER SUCH AS BERMS, DIKES, SILT
FENCES OR SANDBAG BARRIERS.
-IMPLEMENT WIND EROSION CONTROL PRACTICE:$ AS APPROPRIA T£ ON
ALL STOCKPILED MA T£RIAL.
-BAGGED MATERIALS SHOULD BE PLACED ON PALLETS AND UNDER
COVER.
(STORM WA T£R QUALITY G£N£RAL NOT£S CONTINUED ON SH££T 5)
BENCH MARK
DESCRIPTION,
LOCATION:
CONC MON. W/ STD DISC STAMPED "ECR 15"
500' S OF INTERSECTION OF EL CAM REAL &
PAL AIRPORT RD, E OF EL CAM REAL ALONG
FENCE LINE
RECORDED: ADC PRECISE SURVEY LEVELS I RS I BOO-I I
ELEVATION, 296.480 DATUM, U.S.C. Ii G.S.
"AS BUil T"
RCE __ _ EXP, ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
TO FOUNDATIONS AND FLA TWORK. C/VI\.
F CAl \
~ CITY OF CARLSBAD I SHE5ETS I
~=====t====!================================t=====t====t====jt===j l_U ENGINEERING DEPARTMENT
GRADING PLANS FOR:
S.M.A.C.
EROSION CONTROL PLAN
APPROVED LLOYD B. HUBBS,7,v
;:,t < ---a'P ktf:~c-,,:.(, -"(f ~ 5
CITY ENGINEER P3889 EXPIRES 12 31 05 DAT
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL OATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: __ _
CHKD BY: f;:::::Z-
RVWD BY: · •
N --,., ... "' N ·~ -I ... ... ~ ,., ... -00 0 ~ "' 0 ,-~ -~ ~ ':;! b d ,..
0 u • .. d "' -~ "' ~ V ...
V -d I .... ,., ,n d ,-"' --;; 0 "' ~ ,-V -d V V "' ---... d 0 00 -" ~ 0 "' .., V V -t V ..
~ UJ ---... 00
~ V V d -~ ..
d "' --~ -~ u
. "' C.J 0 0 0 .... N ..... "' :E ...... ... u
~
'll "' (i) ~
a..l .,,
00 ,I:>, ...., .:
:'d ~ .a::. u 0 ..... • C.J -I\.) N
0 0 (J1 -0,. [fl V
[fl :t:: I ~ ~
"' 0, • c<l ~ )> ·c
~ Q ,.--, 0 :'d ~
~ ii:
0 .::: -~ 0.
0 "' N u "' N
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ED SULLIVAN AT
(PHONE NUMBER) 1760) 929-7575
2. EQUIPMENT AND 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
CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. 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 WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. 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 TH£ END OF EACH
WORKING DAY WHEN TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYDROSEEDED 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 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. 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 THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF TH£ PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN TH£ MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
D.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROS£ CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF' SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
TH£ STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULFUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURF'ACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT AR£ SUF'F/CIENTL Y F'RIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
Mo,-09, 2005 ·-221~6:~2 \04-012 Slv1A.C\dwgs\04012Gt'5.dwg PLOT @ '=1
1. SET POSTS AND EXCAVA T£ A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) TH£ POSTS.
TRENCH UPSLOPE: FROM AND
ALONG TH£ LIN£ OF" POSTS.
SILT FENCE
GRAVEL BAGS OV~RLAP
ONTO CURB
.,,
RUNOFF
GAP B£TW£EN BAGS
ACTS AS SPILLWAY
J FT (0. 9 M) MIN.
THR££ LAYERS OF GRAVEL BAGS
WITH £NOS OV£RLAPP£0
GRAVEL BAGS
STORM WATER QUALITY GENERAL NOTES (CONT. FROM SHEET 4)
BMP WM-8 -CONCRETE WASTE MANAGEMENT
DEFINITION AND PURPOSE:
THESE ARE PROCEDURES AND PRACTICES THAT ARE IMPLEMENTED TO MINIMIZE OR ELIMINATE THE
DISCHARGE OF CONCRETE WASTE MATERIALS TO THE STORM DRAIN SYSTEM OR TO WATERCOURSES.
APPROPRIATE APPLICATIONS: -CONCRETE WASTE MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS
WHERE CONCRETE IS USED AS A CONSTRUCTION MATERIAL OR WHERE CONCRETE DUST AND DEBRIS
RESULT FORM DEMOLITION ACTIVITIES.
-WHERE SLURRIES CONTAINING PORTLAND CEMENT CONCRETE (PCC) OR ASPHALT CONCRETE
(AC) ARE GENERATED, SUCH AS FROM SAWCUTTING, CORING. GRINDING, GROOVING, AND
HYDRO-CONCRETE DEMOLITION.
-WHERE CONCRETE TRUCKS AND OTHER CONCRETE-COATED EQUIPMENT ARE WASHED ON SITE,
WHEN APPROVED BY THE CONSTRUCTION SUPERINTENDENT
-WHERE MORTAR-MIXING STATIONS EXIST.
STANDARDS AND SPECIFICATIONS:
-EDUCATE EMPLOYEES, SUBCONTRACTORS, AND SUPPLIERS ON THE CONCRETE WASTE
MANAGEMENT TECHNIQUES DESCRIBED HEREIN.
-THE CONSTRUCTION SUPERINTENDENT SHALL OVERSEE AND ENFORCE CONCRETE WASTE
MANAGEMENT PROCEDURES.
CONCRETE SLURRY WASTES: -PCC AND AC WASTE SHAU. NOT BE ALLOWED TO ENTER STORM DRAINS OR WATERCOURSES.
-PCC AND AC WASTE SHAU. BE COLLECTED AND DISPOSED OF OUTSIDE THE JOB SITE LIMITS IN
A LEGAL MANNER OR PLACED IN A TEMPORARY CONCRETE WASHOUT FACILITY.
-DISPOSAL OF HARDENED PCC AND AC WASTE SHAU. BE DONE IN A LEGAL MANNER.
-A SIGN SHALL BE INSTALLED ADJACENT TO EACH TEMPORARY CONCRETE WASHOUT FACILITY
TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
-BELOW GRADE CONCRETE WASHOUT FACILITIES ARE TYPICAL. ABOVE GRADE FACILITIES ARE
USED IF EXCAVATION IS NOT PRACTICAL.
-DO NOT ALLOW SLURRY RESIDUE FROM WET CORING OR SAW-CUTTING AC OR PCC TO ENTER
STORM DRAINS OR RECEIVING WATERS BY:
o PLACING TEMPORARY BERMS OR SANDBAGS AROUND CORING OR SAW-CUTTING LOCATIONS
TO CAPTURE AND CONTAIN SLURRY RUNOFF.
o PLACING STRAW BALES, SANDBAGS, OR GRAVEL DAMS AROUND INLETS TO PREVENT SLURRY
FROM ENTERING STORM DRAINS.
o VACUUM SLURRY RESIDUE AND DISPOSE IN A TEMPORARY PIT (AS DESCRIBED IN SITE
TEMPORARY CONCRETE WASHOUT FACILITY, CONCRETE TRANSIT TRUCK WASHOUT PROCEDURE BELOW)
AND ALLOW SLURRY TO DRY. DISPOSE OF DRY SLURRY RESIDUE IN A LEGAL MANNER.
ON SITE TEMPORARY CONCRETE WASHOUT FACILITY, IBANSIT IBUCK WASHOUT PROCEDURES:
-TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM OF 50 FEET FROM
STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES, UNLESS DETERMINED
UNFEASIBLE BY THE INSPECTOR. EACH FACILITY SHALL BE LOCATED AWAY FROM CONSTRUCTION
TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING.
- A SIGN SHALL BE INSTAU.ED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE
EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
-TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED ABOVE GRADE OR
BELOW GRADE AT THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES
SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL
LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.
-TEMPORARY WASHOUT FACILITIES SHALL HAVE A TEMPORARY PIT OR BERMEO AREAS OF
SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS
GENERATED DURING WASHOUT PROCEDURES.
-PERFORM WASHOUT OF CONCRETE TRUCKS IN DESIGN A TED AREAS ONLY.
-ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO
HARDEN, THE CONCRETE SHALL BE BROKEN UP, REMOVED, AND DISPOSED OF IN A LEGAL MANNER.
DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS.
TEMPORARY CONCRETE WASHOUT FACII ITY /TYPE ABOVE GRADE):
-TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHAU. BE CONSTRUCTED AS
SHOWN ON THE PLANS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FEET,
BUT WITH SUFFICIENT QUANTITY AND VOLUME TO CONTAIN All. LIQUID AND CONCRETE WASTE
GENERATED BY WASHOUT OPERATIONS. THE LENGTH AND WIDTH OF A FACILITY MAY BE INCREASED,
AT THE CONTRACTOR'S EXPENSE, UPON APPROVAL OF THE CONSTRUCTION SUPERINTENDENT.
-STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHALL CONFORM TO THESE PLANS.
-PLASTIC LINING MATERIAL SHALL BE A MINIMUM OF 60 MIL POLYETHYLENE SHEETING AND
SHALL BE FREE OF HOLES, TEARS OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF
THE MATERIAL.
TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE):
-TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) SHALL BE CONSTRUCTED AS
SHOWN ON THE PLANS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FEET.
THE QUANTITY AND VOLUME SHALL BE SUFFICIENT TO CONTAIN ALL LIQUID AND CONCRETE WASTE
GENERATED BY WASHOUT OPERATIONS. THE LENGTH AND WIDTH OF A FACILITY MAY BE INCREASED,
AT TI-IE CONTRACTOR'S EXPENSE, UPON APPROVAL OF THE CONSTRUCTION SUPERINTENDENT. LATH
AND FLAGGING SHALL BE COMMERCIAL TYPE.
REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES:
-WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK.
AS DETERMINED BY THE CONSTRUCTION SUPERINTENDENT, THE HARDENED CONCRETE SHALL BE
REMOVED AND DISPOSED OF" IN A LEGAL MANNER. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR, SHALL BE
REMOVED FROM THE SITE OF THE WORK, AND SHAU. BE DISPOSED OF" DISPOSED OF IN A LEGAL
MANNER.
-HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED AND REPAIRED.
MAINTENANCE AND INSPECTION:
-THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT SHALL MONITOR ON SITE CONCRETE
WASTE STORAGE AND DISPOSAL PROCEDURES AT LEAST WEEKLY.
-THE CONSTRUCTION SUPERINTENDENT SHALL MONITOR CONCRETE WORKING TASKS, SUCH AS
SAW CUTTING, CORING, GRINDING AND GROOVING AT LEAST WEEKLY TO ENSURE PROPER METHODS
ARE EMPLOYED.
-TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE MAINTAINED TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 INCHES FOR ABOVE GRADE FACILITIES AND 12
INCHED FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES
SHALL INCLUDE REMOVING AND DISPOSING OF" HARDENED CONCRETE AND RETURNING THE FACILITIES
TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHALL BE REMOVED AND DISPOSED
OF IN A LEGAL MANNER.
-EXISTING FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND
READY FOR USE ONCE THE WASHOUT IS 75% FULL.
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
BENCH MARK
D£5CRIPTION, CONC MON. W/ STD DISC STAMPED "ECR 15"
LOCATION, 500' S OF INTERSECTION OF EL CAM REAL &
PAL AIRPORT RD, E OF EL CAM REAL ALONG
FENCE LINE
R£CORD£D, ADC PRECISE SURVEY LEVELS (RS 1800-1/ DATE INITIAL
ELEVATION, 296.480 DATUM, U.S.C. 8 G.S. ENGINEER OF WORK
A\.
STORM WATER QUALITY GENERAL NOTES (CONT.)
BMP WM-9 -SANITARY/SEPTIC WASTE MANAGEMENT
DEFINITION AND PURPOSE:
PROCEDURES AND PRACTICES TO MINIMIZE OR ELIMINATE THE DISCHARGE OF CONST/RUCTION SITE
SANITARY/SEPTIC WASTE MATERIALS TO THE STORM DRAIN SYSTEM OR TO WATERCOURSES.
APPROPRIATE APPLICATIONS:
SANITARY /SEPTIC WASTE MANAGEMENT PRACTICES ARE IMPLEMENTED ON ALL CONSTRUCTION SITES
THAT USE TEMPORARY OR PORTABLE SANITARY /SEPTIC WASTE SYSTEMS.
SPECIFICATIONS AND STANDARDS:
-TEMPORARY SANITARY FACILITIES SHALL BE LOCATED AWAY FROM DRAINAGE FACILITIES,
WATERCOURSES, AND FROM TRAFFIC CIRCULATION. WHEN SUBJECTED TO HIGH WINDS OR RISK OF HIGH
WINDS, AS DETERMINED BY THE CONST/RUCTION SUPERINTENDENT, TEMPORARY SANITARY FACILITIES
SHALL BE SECURED TO PREVENT OVERTURNING.
-WASTEWATER SHALL NOT BE DISCHARGED OR BURIED ON SITE.
-SANITARY AND SEPTIC SYSTEMS THAT DISCHARGE DIRECTLY INTO SANITARY SEWER SYSTEMS,
WHERE PERMISSIBLE, SHALL COMPLY WITH THE LOCAL HEAL TH AGENCY, (COUNTY, AND SEWER DISTRICT
REQUIREMENTS.
-IF USING AN ON SITE DISPOSAL SYSTEM, SUCH AS A SEPTIC SYSTEM, COMPLY WITH LOCAL
HEAL TH AGENCY REQUIREMENTS.
-PROPERLY CONNECT TEMPORARY SANITARY FACILITIES THAT DISCHARGE TO THE SANITARY SEWER
SYSTEM TO AVOID ILLICIT DISCHARGES.
-ENSURE THAT SANITARY/SEPTIC FACILITIES ARE MAINTAINED IN GOOD WORKING ORDER BY A
LICENSED SERVICE.
-USE ONLY REPUTABLE, LICENSED SANITARY /SEPTIC WASTE HAULERS.
MAINTENANCE AND INSPECTION:
-THE CONSTRUCTION SUPERINTENDENT SHALL MONITOR ON SITE SANITARY /SEPTIC WASTE STORAGE
AND DISPOSAL PROCEDURES AT LEAST WEEKLY.
LEGEND SYMBOLS
SYMBOL DESCRIPTION -------------------~ 0 INDICATES WORK TO 8£ DONE ITEM -SEE WORK TO BE DONE TABLE
□ IND/CA TES STORM DRAIN DATA -SEE STORM DRAIN DATA TABL£
--fP.•--PROPERTY LINE
--If: C£NTER LIN£
£XI517NG GRADE
FINISH GRAD£
EX/517NG CONTOUR
~ FINISH GRADE CONTOUR -1' CONTOUR
~ FINISH GRADE CONTOUR -1' CONTOUR
_.Ji.'91l15____ FINISH GRADE CONTOUR -5' CONTOUR -T
ror
TOP OR TO£ OF SLOP£ LIN£
CUT SLOPES W,TH SLOPE NOTED
FILL SLOP£$ (2: 1 MAXIMUM)
DAYLIGHT LINE
CUT F'ILL LINE
BUILDING £NTRANC£
RETAINING WAU -R£TAINING DIREC170N
POINT OF" ARROW POINTS TO HIGH SIDE OF WALL
9x20 PARKING & ID NUMB£R
ofESSt
k.
;J P3
3 "' i/~ -
"' No. 41022 ~ UNIT NUMBER
';:. EXPIRES 3-31-2007 !;;
B ... Jf,
BUILDING NUMB£R J' ,"' -':rl' CIVIi.. ,._.;;,.
< OF c~1..1,<:i
I SHSET I CITY OF CARLSBAD I SHSTS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
S.M.A.C.
EROSION CONTROL DETAILS
APPROVED LLOYD B. HUBBS 6Y
/4 .:::;; "'r:-"" ~ y?~:,c,;..t; #zl-:2 ~·
CITY ENGINEEif PE239 EXPIRES 12/31 /05 DATE
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY:~ PD 04-19 426-SA REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
"' --., .., .,
"' "' -I ... ..,,
':;:! ., .., -00 C .. "' 0 ,._
~ 0 • ~ .;:, = 0 u • "' = " ·.: "' • .., • -C I ·., "' "' = ,._ r,: -• 0 ,,
" ,._ • -• • • '-' = ' 0 00 ... ..
0 A .., • 0 .; t '"' a ' 00 " • • = .... = "" ~ '" u
a,
C.) 0
0
i:::: "' C "' ..... "' u =E ~ "" [fj • a;, .c (i) ' ...., .: 0, ro • u ..... • 0 .,:::. C.) "' -0 0 I\) -0, [fj • ~ [fj ~ ·" <t " I 00
• c,, a<! 0 -~ )> ~ "' 0 ro ~ '" ~ ,..
0
i:::: '" ,..
0 "' "' u "' "'