HomeMy WebLinkAboutDWG 425-9A; CDP 04-18; OLIVER RESIDENCE - 6467 SURFSIDE LN; 01GRADING NOTES
(IN ADDITION TO TI-IE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. TI-IIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON TI-IIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TI-IE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS TI-IEY MAY
PERTAIN TO THIS PROJECT. TI-IE 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 TI-IE CORRECTION· OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTIL Y
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 TI-IE CITY OF CARLSBAD AS
AN ADDlllONAL INSURED ON THE PERMITTEE'S POLICY IN TI-IE 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 V AS 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
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTI-IER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TIHE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TIHE WRITTEN 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 CITY.
11. 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) SUMMARY 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 RECOMMENDATIONS OUTILINED 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 TIHE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHA! I BE ATTENDED BY Al I RFPRESENJAJlYES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( 438-1161 ext.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. Al I INSPECTION REQIIFSTS OTHER THAN FOR PRFCONSTRUCTION MEETING WI! I BE
MADE BY GAi I ING THE ENGINEERING 24 HOlJR INSPECTION RFOlJFST I INF AI
(619) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: CO P.M.
ON TI-IE DAY BEFORE TIHE INSPECTION 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 TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT TIHROUGH TIHE 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 ANO/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
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TI-IE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITILE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED 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 PERFORMED UNTIL A VALID BLASTING PERMIT 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 RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTIHORITY FROM TIHE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT 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. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT TIHE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 2 FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE 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 TRIMMED 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 BE 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 AND/OR AS DIRECTED BY TIHE CITY
ENGINEER OR PLANNING DIRECTOR. .
29. THE OWNER/APPLICANT 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.
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 3/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITIHIN 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. TI-IE 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 TIHAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRAlJING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
DANIELS CABLEVISION •
CITY OF CARLSBAD(STREETS & STORM DRAIN)
*CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SANITATION DISTRICT
* AS APPROPRIATE
1-800-422-4133
(619)438-6200
(619)489-3441
(619)438-5241
(619)434-2980
619 438-3367
619 753-1145
619 753-0155
619 744-0460
619 753-6466
619 565-5657
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS !11.06.170(B)l
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR l11.06.190(B)l CARLSBAD MUNICIPAL CODE:
(1) 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).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTILINED 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 WITIHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITILED "SITE INSPECTION 6467 SIIRE<SiDE I ANE"
PREPARED BY SOIi S JESTERS , DATED
DECEMBER 16 , 2004, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TIHIS PROJECT, TIHAT 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 WITIH CURRENT STANDARDS.
I UNDERSTAND TIHAT 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: FRANK ZAIDLE P.E.
ADDRESS: 2743 33RD STREET
CITY, STATE: SAN DIEGO, CA
BY: DATE: _I·_~_-()T;J~_
R.C.E. N0.:~5,,,8,.,7-'"0,,.,3 ____________ _
REGISTRATION EXPIRATION DATE: DECEMBER 31, 2006
SOILS ENGINEER'S CERTIFICATE
I, JOSFPH SMYTH , A REGISTERED CIVIL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF TIHE SOIL CONDITIONS PREVALENT WITHIN TIHIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
AUGUST 13 . 2004 ANO SFPTFMRER 21 , 2.Plli-. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNu~ C, 6 -//4; ,
P .E. NO.: 21650
DATE: tJl//4-/t:J~
LICENSE EXPIRATION DA TE: 9 30 2005
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
,,. 1/<'G"'l , / (D I tn TIHIS SITE. ~,, /1 _ _ __ De_:_
GUY Ou VER . 'oA'rE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED FROM FIELD
VERIFICATION OF LA COSTA DOWNS GRADING PLANS, DATED JULY 8,
1995 BY LA COSTA ENGINEERING. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
1. USE SS-2, SS-3, SS-4, SS-5 OR SS-7 AS APPROVED BY INSPECTOR.
2. SEDIMENT TRAP W/ 4" PVC OUTLET, 1' HIGH x 3' WIDE OVERFLOW ON
SS-7 W/ ONE ROW OF SAND BAGS ALONG EDGE OF SPILLWAY: TOP
OF TRAP 6" ABOVE OVERFLOW PER INSPECTOR. MIN. SIZE 10' x 20'.
STABILIZED ROUGH PAD DETAIL
NOTES:
SCALE: 1"= 10'
EXISTING 3• P1BLIC sTREET/u LITY-~
EASEMENT INSiTRUMENT NO. 9 -701552
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EXISTING WATER LA
1. A SEPARATE RIGHT-OF-WAY PERMIT
IS REQUIRED PRIOR TO PERFORMING
ANY WORK WITHIN SURF~iDE LANE OR
THE 3' PUBLIC UTILITY E~SEMENTS.
I 2. SEWER BACKFLOW PREVENTER IS REQ D
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FOUNDATION AND RETAINING
WALLS PER BUILDING PLAN
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SECTION A-A
67
LOT 4
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION 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 TIHESE PLANS.
TIHE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. TIHIS SET OF PLANS
4. RESOLUTION NO. 5761 DATED 11-3-2004 -
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY SOILS TESTERS, DATED 12/16/2004.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS, DATEJ 8-24-2004
9. ENVIRONMENTAL APPROVAL DOCUMENTS -EXEMPT
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GUY OLIVER AT (760) 476-3544
2. EQUIPMENT AND WORKES FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING TIHE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATION TO FACILITATE CONSTRUCTION OF DEVICES WHEN RAIN IS EMINENT.
3. DEVICES ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT INSPECTOR'S APPROVAL.
4. CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED BY
CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES.
6. CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATE HAZARDOUS CONDITIONS.
7. GRADED AREAS AROUND TIHZ: PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
9.
10.
WORKING DAY WHEN THE FIVE (5) DAIN RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4" MINIMUM AGGREGATE.
SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF
GRADED SLOPES (90% COVERAGE) PRIOR TO NOV. 15, TIHE SLOPES SHALL BE STABILIZED BY
PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF TIHE DEPT. OF CONSERVATION, STATE OF CALIFORNIA.
t,-.,+--EXI TING 3' PUBLIC UTILITY .AND SDG&E EASEMENTS I
I • •
IN UMENT NO. 94-704052 AND 95-33316
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CUT AREA FOR BLDG .
BASEMENT/FOUNDATION
-----16.0 '-~...i
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EXISTING 5'
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ALL
66
REFERENCE DRAWINGS
331-8, 331-8A
OWNER'S INFORMATION
GUY OLIVER
PROJECT LOCATION
THIS PROJECT IS LOCATED WITIHIN
ASSESSORS PARCEL NUMBER 214-021-03.
THE CALIFORNIA COORDINATE INDEX OF THIS
PROJECT IS N:1,986,000 E:6,233,700
BENCH MARK
DESCRIPTION· I & I STAMPED "DIV HwYS"
VICINITY
CITY OF OCEANSIDE
PACIFIC
OCEAN
7a
MAP
CITY OF ENCINITAS
CITY OF VISTA
-!? <>cco
CITY OF
-:,.....4.y SAN MARCOS
DATE
6465 FRANCISCAN ROAD
CARLSBAD, CA 92009
(760) 476-3544
EARTHWORK QUANTITIES
BASEMENT CUT: __ 263 CY
DRIVEWAY CUT: 22 CY
TOTAL CUT: 285 CY
FILL: 0 CY
IMPORT: 0 CY
EXPORT: 285 CY**
REMEDIA' · 0 CY
** SEPARATE HAUL ROUTE PERMIT REQUIRED
/1\
INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
.,
LOCATION: IN SIDEWALK 20' EAST OF WEST END, NORTH SIDE
OF BRIDGE @ POINSETTIA LN & SAN DIEGO FWY I 5
RECORDED· QATI IM· 11 SGS
ELEVATION~: ~1~0=3-=8~-------
PfNING DEPARTMENT APPROVAL "AS BUILT"
A DATE:3/!r;/o.s-~~J-... ~d[J is('Z-1~ (SIGNED) A~s-/Q....-t-rxp. /'JJ:ir I dtJ Jdle!lffl. 1. lffititJdltl:ff, P G DIRECTOR RCE r;g--,o?,
~,;a;L_ · DATE:5 /It /oS"
DATE
' (SIGNED) V,)'.'.,8 ~ RECOMMENDED BY: ~£ycf'C_ I/ -Eifle,e ~1~t,.-7
iPiiil\T NAME) INSPECTOR DATE
I SHiET I CITY OF CARLSBAD I SH1ETS I
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
OLIVER RESIDENCE
6467 SURFSIDE LN
APPROVED LLOYD 8. HUBBS d-r
/4 <,--~ ~~-;<: 3ll~PS CITY ENGINE -PE 23 9EXPIRES 12-31-05 DATE--
DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: yr? DRAWING NO.
CDP 04-18 425-9A OTHER APPROVAL CITY APPROVAL RVWD BY:
I
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