HomeMy WebLinkAboutDWG 417-1B; MS 02-08; LOS COCHES VILLAGE; 01-03GRADING NOTES
ON ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1, THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2, APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT, THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 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" ANO 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 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 OST AINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8, NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE 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-BUil T 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: (Al SUMMARY SHEET, (8) 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 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 ANO THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION, DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR,
14. A PRECONSTRUCTION MEETING SHA! I BE HEI D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAI I BE ATTENDED RY Al I REPRESENTATIVES
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 REQUESTS OTHER THAN FOR PBEGONSTRUGTION MEETING WU I RE
MADE RY GAi I /NG THE ENGINEERING 24-HQI 18 INSPECTION REQI lfST I INF AT
<619l 438-3891, INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2;00 P,M,
ON THE DAY BEFORE THE 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 FDR TWO FULL WORK DAYS LATER.
16, THE OWNER ANO/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 ANO FEDERAL SAFETY AND HEAL TH 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
THEREIN, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION, IE THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENG/NEER 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 REST ART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE 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 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 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 ANO DITCHES SHALL HAVE 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 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
SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER,
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDEO
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
J. 13746
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5620 Friars Road • San Diego, CA 92110--2596 • (619) 291-0707 • FAX (619) 291-4165 • www.rickeng.com
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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. N/A , AND/OR AS DIRECTED BY THE 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 ANO BACKFILLED WITH 3/ 4"
ROCK PER SDRSD S-4 TYPE "C" ANO 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 WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO 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 WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE,
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA CABLE COMMUNICATIONS
COX COMMUNICATIONS
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
34. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(800>660-7343
(800)892-0123
(760)438-7741
(760)806-9809
(760)434-2980
(760>438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340
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(8)1
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR 111,06.190(8)1 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 OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO 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 (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 TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION • PREPARED BY SOUTHERN CALIFORNIA SOIL & TESTING
JANUARY 22 ,20Jl2.. , SHALL BE CONSIDERED AS A PART
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
, DATED
OF THIS
THE
"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: RICK ENGINEERING COMPANY
ADDRESS: 5620 FRIARS ROAD
CITY, STATE: SAN DIEGO CA 92110
TELEPHONE: (619) 291-0707
R,C,E, NO.: _f.27li6i.171L... __ :-l'd~~~~:Q!t;,!_:=__
REGISTRATION EXPIRATION DATE:=~~------
SOILS ENGINEER'S CERTIFICATE
I, DANIEi B, ADI EB , 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 THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
1-2.3 , 20 03 AND 11.-1.6-' , 2MJ , TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS Y, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE ICE TH ITY
ENGINEER.
P,E, NO., __ _.lfdLlJ~::----------=
DATE, _ _;,.=---__.,L...=r_-_o=--"":....._ ___ _
LICENSE EXPIRATION DA TE: __,6"'"/"'30=/=04~-----
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 AC IVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SI •
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BOND NOTE
UPON APPROVAL OF THE ROUGH GRADING PERMIT 417-IA, THE BONDS
ASSOCIATED WITH THIS STOCK PILE PERMIT MAY BE RELEASED PRov10ED
Tl:IE. WORK. 51-\0WN PE.R ii-II$ PLAN IS SUSSTA>l'f"IALL )' cor-Aptt1tl)
TO Tt!E $ATISFACTI~ CF'Tt\1!. C.•iy c.NG;l>jf:;E.R.
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SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOV<N ON THESE PLANS WAS GENERA TED BY AERIAL 1
PHOTOGRAPHY METHODS FROM INFORMA 710N GATHERED ON AUGUST 8,
2002 BY RICK ENGINEERING PHOTOGRAMME1RY DIVISION.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 710NAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($)
255-031-20
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1972 E 6258,
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY /a
PACIFIC
OCEAN
"'
..__p.. cosr AVE
CITY OF ENCINITAS
EARTHWORK QUANTITIES
CUT: ---~O __
FILL: ---~O~_
IMPORT: -~12~5~0~0_
EXPORT: _____ CY
REMEDIAL: CY
NOT TO
~(r:1-SCALE
CITY OF VISTA
,__rJ"',.__S ITE
PLANNING DEPARTMENT APPROVAL
BENCH MARK
DESCRIPTION: 2 \Q BRASS DISK MARKED "CLSB-011"
LOCATION: COMMUNITY PARK PARKING LOT NORTH OF CAMINO
DE LOS COCHES AND EAST OF CALLE TIMITED
RECORDED: ROS 17271
ELEVATION: .,_17""3.,.2...c4 ______ DATUM:NGVO 29
i
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~ ~
* :"'~"' __ --:::~· *
w•e: llpt(,!ti~;O(k,. lJATE: 3/~l/c,,f-
IIICIIAEL J. JlnJ,ZIIIJIIR, PLANNING DIRECTOR
~~ DATEO,/!( /Of.\ (SIGNID)
RECOIIIIENDED BY: air~~
,
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL F AGILITIES, 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
ANO ORDINANCES CITED ON THESE PLANS,
THE 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. THIS SET OF PLANS
4, RESOLUTION NO, 5527, 5528, 5529 DATED DEC 17, 2003
5, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6, SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOIL &
TESTING DATED JANUARY 22, 2002 1NJD JAN 30, '200'fo.
7, THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD ST ANDAROS.
8, CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A
9. ENVIRONMENT AL APPROVAL DOCUMENTS DA TED DEC 17, 2003
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY RICK ENGINEERING,
DA TED 3-6-04. WDID• 937C325789
11, CALIFORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL
SUBDIVISION BOUNDARY--------------------------------------------------------
STORM DRAIN AND GRATE (PVT) --------------SEE OET AIL SHEET 2 -----------
PROPOSED CUT SLOPE (2:1 UNLESS OTHERWISE SHOWN)---------------------------
EXISTING CONTOUR------------------------------------------------------------
PROPOSED CONTOUR-----------------------------------------------------------
EXIS TING ELEV A TION----------------------------------------------------------
PROPOSED DAYLIGHT LINE------------------------------------------------------
QUANTITY
--350 .....___,
(350.2)
~i I ____.-I J-------...
ENGINEER OF WORK 11 AS BUILT"
RICK ENGINEERING CO.
~WJ?~ RCE DATE EXP.
REVIEIJED BY, ROGER~ R.C.E. C27678 DATE
EXP. 3/31/06
INSPECTOR DATE
I SH1ET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
STOCK PILE PLANS FOR: FOR:
LOS COCHES ~LLAGE
MS-02-08
APPROVED IY LLOYD B. HUBBS
4: c ''VH--'~;,, ~ CITY ENGIN-R PE , -889 EXPIRES 12-31-05 ~,, ATE lf/J ~7 l',/,0 /1\ 5VPt,;'RCEPIJ',O~,.,u,, r 61Y DW(;,11'4/7-IA OWN BY:
I
PROJECT NO. I DRAWING NO. DA INlllAL DATE INITIAL DATE INITIAL CHKD BY: j'14-
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: :n,,e.. MS-02-08 417-1 B
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PUBLIC R/GHT-
OF-WAY
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
VERTICAL SPACING
VARIES BETWEEN
8' AND 2CI
NO SCALE
TYPICAL FIBER ROLL INSTALLATION
NO SCALE
A,---,
TYPE B BROW DITCH
PER D-75.
TOP OF SLOPE
5' (HORIZ.I
TRANSITION TO 6' WIDTH 6' TOE OF SLOPE
AJ
BROW DITCH/PAD TRANSITION
NO SCALE
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1, SET POSTS AND EXCAVATE A
4 BY 4 IN ( 1 O BY 1 0 CM J
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS,
J, ATTACH THE FILTER FABRIC TO
THE WI RE FENCE AND EXTEND IT
I NTD THE TRENCH,
2, STAPLE WIRE FENCING TO
THE POSTS.
4 IN 110 CM!
4, BACKFILL AND COMPACT THE
EXCAVATED SOIL,
SILT FENCE
NO SCALE
SLOPE VARIES
2" x2" WOOD STAKES MAX.
4' SPACING
TYPICAL SECTION FOR
FIBER ROLL
CONCRETE CUTOFF WALL
I
ISEE DETAIL "B" THIS SHEET!
NO SCALE
5' TRANS.
TO ZERO DEPTH
SECTION A-A
NO SCALE
9 IN. EARTHEN RIDGE
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MIN,
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UNLINED SWALE & BERM
NO SCALE
4"THICK P.C,C,CUTOFF
WALL AT END SECTION
DETAIL 11811
•3 REBAR
LINED DITCH CUTOFF WALL
SWALE TRANSITION SEE DETAIL THIS SHEET
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ITCH CUTOFF_
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SILT FENCE
FIBER ROLL
BLADED SWALE
BROW DITCH
GRAVEL BAGS
EROSION CONTROL NOTES
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1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE MILLER, HAZARD CONSTRUSTION, AT (619l 954-7782 OR DUSTY UCKER, CW CLARK, AT (619>
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 CONSTRUCTION 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 TAKE 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.
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 END
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (401/.l. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10, ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH ¾INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (901/. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
246-9030.
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CONCRETE
REINFORCE CONCRETE
WITH 6"x6" 10/10 GAGE
WELDED WIRE MESH
"20"
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WIRE MESH 6" MIN. INTO
DITCH
SWALE TRANSITION PAD-DETAIL
NOT TO SCALE
ENGINEER OF WORK
RICK ENGINEERING CO.
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~ J.. ~ 3/23/zCO!I RCE EXP, DATE
REVIEWED BY, ROGERLBLL R.C,E. C27678 DATE
EXP. 3/31/06
INSPECTOR DATE
I SH2ET I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT
STOCK PILE DETAIL FOR:
LOS COCHES ~LLAGE
MS-02--08
APPROVED l1r LLOYD B. HUBBS
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~~.~ 3/23/z«:J!I-
RCE EXP,
REVIE\JED BY• ROGERL.LL R.C.E. C27678 DATE
EXP. 3/31/06
INSPECTOR
I SH3ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
STOCK PILE PLANS FOR:
LOS COCHES VILLAGE
TEMPORARY STOCK PILE PLAN
DATE
DATE
I SH3rs I
APPROVED8r A ◄ ,_ ~ ~ . • '-' LLOYD B. HUBBS
CITY ENGi~ PE 2i's9 EXPIRES 12 31 05
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REVISION DESCRIPTION CHKD BY: ;:ryg.. MS-02-08 417-1 B ENGINEER ~ WORK OTHER APPROVAL QTY APPROVAL RVWD BY: """'"
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