HomeMy WebLinkAboutDWG 429-7C; CT 99-04; LA COSTA OAKS NORTH NEIGHBORHOOD 3.6 & 3.7; 01-09GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SIT OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. 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 V AS ESTABl /SHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RITAINING 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 OBTAINED 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 SHEIT OF THE PLANS AND THE TITLE SHEIT.
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 CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEITS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE 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 COMPLITJON OF FIELD TESTS.
1 J. 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 AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEITING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEIT/NG
THROUGH THE PERMIT CLERK (4J8-J891 ext. 4J2J) 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 MEITING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEITING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 4JB-JB91.INSPECTION REQUESTS 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 FOR TWO FULL WORK DAYS LATER.
16. 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 DITAIL 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 FEIT (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADM/NISTRA TIVE CODE, THE PLAN SHALL BE PRE PARED 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
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 THE SITE OR ADJACENT THERITO, 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
SUNSIT 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 STREITS AS A RESULT OF THE GRADING OPERA T/ON.
2J. 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 SIT 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 FINIS/-/ 'Gi?ADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL . Bf. 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 iHJj 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. 429-lL, 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.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRITE 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 FEIT AND BACKFILLED WITH J/ 4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR J5 SOLID WALL PIPE.
J1. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEIT OF BUILDING
OR STREIT 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 LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
J3. THE CONT/IACTOR 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 (BOO) 422-4133
SDG&E (BOO) 660-7J4J
PACIFIC BELL (800) 892-0123
ADELPHIA CABLE COMMUNICATIONS (76C!) 438-7741
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760) 434-2980
CARLSBAD MUNICIPAL WATER DISTRICT (76C!) 438-2722
VWD (760) 744-0460
J4. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLm GRADING THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
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 { 15. 16. 120 A. 1 OJ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LITTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) 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
AND ANY SUPPLEMENTS THERITO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT JS 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.
J6. THE SOILS REPORT TITLED VILLAGES OF LA COSTA ''THE OAKS" PREPARED
BY GEOCON AUGUST 3, 2001, AND UPDATED LETTERS JUNE 14, 2005 AND
JULY 20, 2005, SHALL BE CONSIDERED AS A PART OF THIS GRADING PIAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
(PART/GULA TE MATTER), AND 54 (DUST AND FUMES) OF THE AIR
QUALITY CHAPTER WOULD EFFECTIVELY MITIGATE DUST IMPACTS
GENERA TED DURING GRADING OPERATIONS. THE FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS:
1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL
ROUTES SHALL BE REQUIRED DURING DRY WEATHER CONDITIONS.
2. ALL UNPAVED AREAS SHALL BE REVEGETA TED ACCORDING
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER
GRADING.
TO THE
3. ALL CONSTRUCT/ON-RELATED TRAFFIC SHALL BE RESTRICTED TO
ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRUCT/ON VEHICLES.
4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS
OF HIGH WINDS.
5. ALL HEAVY-DUTY, DIESEL POWERED CONSTRUCTION EQUIPMENT
SHALL BE OPERA TED ACCORDING TO MANUFACTURERS SUGGESTED
OPERA TING INSTRUCT/ON (WITH THE FUEL INJECTION TIMING RETARDED
TO RECOMMENDED LEVEL OF NOX EMISSIONS, BUT WHICH WOULD NOT
RESULT IN EXCESSIVE VISIBLE SMOKE EMISSIONS) IN ORDER TO
CONTROL POLLUTANT EMISSIONS.
6. CONSTRUCTION EQUIPMENT SHALL BE SUBJECT TO REGULARLY
SCHEDULED MAINTENANCE/TUNE-UPS, AND BE TURNED OFF WHEN
NOT BEING UTILIZED TO A VOID EXCESSIVE IDLING EMISSIONS.
7. THE APPLICATION OF ARCHITECTURAL GOA TING AND CUT-BACK
ASPHALT SHALL ADHERE TO APCD RULES 67.9 AND 67.7, TO
EFFECT/VEL Y CONTROL OTHER CONSTRUCTION-RELATED EMISSIONS
OF AIR POLLUTANTS.
8. THE ENGINEER/NG DEPARTMENT SHALL MONITOR FOR COMPLIANCE
DURING ALL GRADING OPERATIONS OF THE PROJECT.
9. ALL BUILDING PAD AND STREET AREAS THAT ARE GRADED AND
REMAIN VACANT OR UNDEVELOPED FOR A PERIOD OF MORE THAN 6
MONTHS AFTER THE GRADING OPERATION IS COMPLETED SHALL BE
SEEDED AND ADEQUATELY IRRIGATED TO REDUCE EROSION AND VISUAL
IMPACTS.
10. NO MORE THAN 25 RESIDENTIAL BUILDING PERMITS (UNITS) WITHIN
THE SUBDIVISION SHALL BE ISSUED UNTIL THERE ARE TWO
CIRCULATION ACCESS ROADS INSTALLED. PRIOR TO EXCEEDING 25
UNITS, THE CIRCULATION IMPROVEMENTS MUST BE COMPLETED TO THE
SATISFACTION OF THE CITY ENGINEER AND THE FIRE MARSHAL.
VALLECITOS IMPORTANT NOTICE
po1NSETTIA
CITY OF ENCINITAS
VICINITY MAP
N. r.s.
OWNER'S CERTIFICATE
PROJECT
SITE
I 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 STAB/ OF THIS SITE.
SIGN. TUR DATE
BY FRED ARBUCKLE
PRESIDENT MORROW DEVELOPMENT
AS AGENT FOR REAL ESTATE COLLATERAL MANAGEMENT COMPANY
SOILS ENGINEER'S CERTIFICATE
/, SHANE RODACKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL 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 _______ AND _______ . TWO COMPLETE COPIES
OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS
~~
SHANE RODACKER
R.C.E. NO. 63291 EXP. DATE: 06-30-06
DATE
"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: HUNSAKER & ASSOCIATES
ADDRESS: 101 79 HUENNEKENS AVE
CITY, ST.: SAN DIEGO CA
TELE~"j/flft :~ 558-4500
BY, ~ )<, /,J,,4.C
RA OND L. MA'kTIN
P.E. NO.: RC£ 48670
EXPIRATION DATE: ~6~/~3=0L/2~0~6 _______ _
SOURCE OF TOPOGRAPHY
DATE: _/4/;.L;",z /4L.co"-.J6"'-----I I
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS. EXISTING CONTOURS WITHIN GRADED AREAS
REPRESENT MASS GRADING PER DWG. 397-3A.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD GRAW/NG NO. -
OWNER
REAL ESTATE COLLATERAL MGMT.
A DELAWARE CORPORATION
1903 WRIGHT PLACE
co.,
368-28
392-9C
419-6A
372-98
SHEET INDEX
NOTES & DETAILS
GRADING
EROSION CONTROL
SHEET 1-J
SHEET 4-7
SHEET 8-9
SUITE 180
CARLSBAD CA, 92008
(760) 929-2701
EARTHWORK QUANTITIES*
CUT:
FILL:
LEGAL DESCRIPTION EXPORT:
REMEDIAL:
NET SWELL:
312,435
337,632
27,800
129,968
52,997
CY
CY
. CY
CY
CY
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 THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT
AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3. THIS SET OF PLANS.
4. RESOLUTION NO. 5020 DATED SEPT. 5, 2001, AND NO. 5022 DATED AUG. 3, 2001.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DATED AUGUST 3, 2001, AND UPDATED LETTERS DATED JUNE 14, 2005 AND JULY 20, 2005.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD ENGINEER/NG STANDARDS.
8. FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM.
9. VALLEC/TOS WATER DISTRICT STANDARD SPECIFICATIONS
10. STORM WATER POLLUTION PREVENTION PLAN FOR NEIGHBORHOODS 3.6 7 3.7.
PREPARED BY: HUNSAKER & ASSOCIATES , WDID NO. 9 37C335747, DATED MARCH 24, 2005 .
11. STORM WATER MANAGEMENT PLAN (SWMP) FOR NEIGHBORHOODS 3.2, 3.6 & 3.7.
PREPARED BY: HUNSAKER & ASSOCIATES , DATED JULY 25 2005 .
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCT/ON HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND OF ABBREVIATIONS
CURB INLET
CLEANOUT TC
GB
BC
EC
HP
LP
FL
TOP OF CURB
GRADE BREAK
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
ST
RT
LT
FS
N.T.S.
TW
TF
STREET
RIGHT
LEFT
FINISHED SURFACE
NOT TO SCALE
TOP OF WALL
C.I. c.o.
RCP
C.B.
EVC ave
FG
REINFORCED CONCRETE PIPE
CATCH BASIN
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY
LOT LINE
EASEMENT LINE
EXISTING STORM DRAIN
STORM DRAIN
PROPOSED SPOT ELEVATIONS
EARTHEN $WALE
CUT /FILL LINE
DAYLIGHT LINE
SLOPE EMBANKMENT (2: 1 MA.X.)
PUBLIC UTILITY EASEMENT
EXISTING CONTOUR
FINISH CONTOUR
TERRACE DITCH
EXISTING BROW DITCH
PAD ELEVATION
LOT NO PER FINAL MAP
TRAIL
TOP OF FOOTING
LEGEND
STD, DWG.
PER IMPROVEMENT PLANS
DWG NO 368-28
PER IMPROVEMENT PLANS
DWG NO 429-lD
CUT/FILL
DETAIL ',i" SHT. 3
RETAINING WALL (PER SEPARATE PERMIT) C-3 & C-4
NO. 3 BACKING RIP RAP
2 TON RIP RAP
2" TEMPORARY AC ACCESS ROAD
HABITAT PROTECTION FENCE (ORANGE)
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIC.CO, INC
10779 Huennekens Street
San Diego, Ca 92121
PH(858)5Stl·4500· FX(85B)558_.1414
END VERTICAL CURVE
BEGIN VERTICAL CURVE
FINISHED GRADE
SYMBOL QUANTITY
--------
0
---·
18Q .. _, ....... .
---1so---
='>
250
34
[<J{)---b o n q o o -o o p ____ ~__J
~
~
:iii : +0i+ :,::c ·
----0--------0-
2,879 LF
1,272 LF
192 SF
290 CY
2,203 CY
17,332 SF
5,392 LF
ENGINEER OF
,Z~,<.' ,-J.,,,L.
RA iii/ONO L. MARTIN
RC£ NO 48670 EXP. 6/J0/06
WORK
I hi /4r,,
I DATE
BENCH MARK
DESCRIPTION:
LOCATION:
STD. STREIT SURVEY MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 29, IN
TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN,
ACCORDING TO THE OFFICIAL PLAT THEREOF, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
P!;tNNINC DEPARTMENT APPROVAL ~ ~AS BUILT'
_ 7"' ~'ifNED) DATE:2/J j)r;, .. ~ y~ ,..z/2/48
BASIS OF BEARINGS
Oon AJec.i /J.:i~i_,,.tttPLiNlllM) IIi!l.'IUR RCF 48G70 EXP. O!R/i!0/10
~\~ DATEl'J.il/1;,/40
DATE
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN
ASSESSORS PARCEL NOS.
213-112-08, AND 213-112-10. THE
• SIGNED)
RECOIIIIENDED BY,/J)ri*r-Wc1/:>±wn
(PRill'I NAIIE)
l----+---+-----------------+----+---+--+----1 I slu I
CALIFORNIA COORDINATE INDEX OF THIS 1---+----+-----------------+---+--~ -+---+---..1
PROJECT JS N 19 78 E 62fifl.
I ····---~ -1----J.-----------------J.---t----+---+----J
REVIEWED BY, £~r /L/;o /oiJ
DATE
CITY OF CARLSBAD l SHEETS I
ENGINEERING DEPARTMENT 9
WATER DISTRICT
APPROVED BY:~&.,
SECTION 4216/ 421 7 OF THE GOVERNMENT COD£
REQUIRES A D/GALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR D/GALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT.·
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA COORDINATE SYSTEM -1983,
ZONE VI, 1991.35 EPOCH, NORTH AMERICAN
DATUM OF 1983 (NAD83), GRID BEARINGS
BETWEEN STATION 147 AND STATION 152 AS
SAID COORDINATES ARE PUBLISHED IN THE CITY
OF CARLSBAD SURVEY CONTROL NETWORK
ESTABLISHED BY RECORD OF SURVEY MAP NO.
17271, FILED IN THE OFFICE OF THE SAN
DIEGO COUNTY RECORDER ON FEBRUARY 8,
2002. IE: N 04·55'39" W
i l----+---t-----------------t---+---t---+------1
MASS GRADING AND EROSION CONTROL PLANS FOR.·
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
APPROVED or . GLENN T. ~RIUM
/4<'. --e..:6 o W/a-4,,~ ,,;t/1/,:;,~ l--l-l/-24-/,~o-f!,-+l'i-l..-;,,/-l--l~z\_A_9 ___ 8_U_/_u_1 ___________ -+---+---+I --+-----I CITY ENGINE/ilr RCE 51ar/4 EXP9!30/07 _, 7 DATE
DATE:._~/~-/~/f.~-,9~(.",__, _______ _
FOR GRADING PURPOSES ONLY
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
bZ-/n/o& RLH /1\=-oR.t:TAIUI\..IC: lc.l1'-L-L-;".JKr 6+-4 : ,(,i!,,C,:, $ DWN BY: ___ _
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
' . CHKD BY,~•~--~·-=
RVWO BY.-,PJ
1 ,':..>
R.-\ 0282 \&Eng\ Grading \Mass Grading 3. 6 & 3. 7\ 0282RG-3. 6-3.7-0 7. DWG
PROJECT NO.
CT 99-04-03
DRAWING NO.
429-7C
Y.1.J.0. /'..05-4/Y,, W.O. No. 2352-0119
'----'::.......c~---=~ BIN · :i· '' ' : ,,,, ·,,:,it, "• ): ,' , ' . •,I\',
\
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4
5
6
208
194
I
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HUNSAKER
& ASSOCIATES
SAH DIEGO, INC.
Pl.ANNING 'IO'l7Y Huennekens Street
ENCINEEKINC San Diego, Ca 92'121
SUKVEYINC PH(858)55lH500-FX(858)558·"14"14
7
,'
J
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I if
1,··1
,' .• _ };:,;.=:=.-·.:•,':';,:-~-:
: SAN EL/JO ROAD
C!TY OF SAN
MARCOS
I K1 ~OJECT BOUNDARY
11 CITY BOUNDARY II
'11 ,,,fc_
'if I,
PA 3.6
- ---......... - - -r
VALLECITOS
WATER DISTRICT
C!TY OF SAN
MARCOS
ROJECT BOUNDARY crrr BOUNDARY
//~ ENGINEER OF
APPROVED BY: , R~~~ DATE: /-If' -,pc:,
FOR GRADING PURPOSES ONLY RC£ NO 48670 EXP. 6/30/06
0 160 320 480
SCALE 1 "~ 160'
SHEET INDEX MAP
SC/IL£: I "~ 160'
INDEX MAP LEGEND
SUBDIVISION BOUNDARY
STORM DRAIN
RIGHT OF WAY
EASEMENT
STREET NAME
LOT NUMBER
SHEET NO
RANCHO SANTA FE ROAD
193
J' Ml
R/W C L (I 60' ROW
'N. **
R/W EXIST. 7' TRAIL EASEMENT
10' 20' 20' 10'
5' 5' 5' 2
.·!'----2
M,
2% -(CONCRETE CURB AND GUTTER
2% (TYPICAL) ,
IMPROVEMEJ!/5,~ PER DWG 429-7, 2% 2% 1 2: 1
i4X. i4X -.. -0.5' TYP .H ' I-0.5' TYP.
2' UNDERCUT•
AVENI DA SOLi DAD STA 11 + 78.64 TO 15+82.05
*=SEE NOTE 2 BELOW
.,=SEE NOTE J BELOW
R/W
NTS
R/W
M,
/0' CON CR£TC !RAIL
7' TRAIL EASEMENT
PER FINAL MAP C/L
FUTURE 60' ROW J' MIN.•• +--+-------------+-----------+---'--I
2:1
MAX
10' 20'
2%
20' 10'
5' 5' 5• 2
2% 2:1 ~d§~~"""-. MAX.
2" AC ON COMPACTED FILL
ROPOSEO INTRIM 8' CITY TRAIL W/ CLASS 11 BASE
AVENIDA SOLIDAD STA 15+82.05 TO 17+30.00
•=SEE NOTE 2 BELOW
.,=SEE NOT£ J BELOW
R/W
NTS
R/W C/L
FUTURE 60' ROW J' MIN. ••+-+-------------+-----------+----IJ' MIN.••
2: 1
MAX
10'
2% -
20'
11=11=11=rr=u=11=11=11 ·
20' 10'
2% 2: 1
MAX.
MM&RP NOTES (DUST MITIGATION AND RAPTOR NESTING)
PER 4.10-6: TEMPORARY DESALTING BASINS CAN ONLY 8£
REMOVED WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS
BEEN ESTABLISHED TO TH£ POINT THAT DOWNSTREAM EROSION
AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS.
PER 4,4-248: IF OCCUPIED RAPTOR NESTS AR£ PRESENT DURING
GRADING AND CONSTRUCTION WHICH CREATES ADVERSE EFFECTS
TO ACTIVE RAPTOR NESTS, INCLUDING NOISE LEVELS WHICH WOULD
8£ ABOVE 60dB(A) AT NESTING SITE, OPERATIONS SHALL 8£
RESTRICTED TO 200 FEET FROM ANY ACTIVE NEST.
PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED
SLOPES, APPROVED GROUND COVER SHALL 8£ REPLACED WITHIN
30 DAYS FOLLOWING TH£ COMPLETION OF GRADING ACTIVITIES.
B: AREAS GRADED FLATTER THAN 6:1 SHALL 8£ PLANTED WITH A
COVER CROP OR COVERED WITH JUT£ MESH IN CONFORMANCE
WITH SECTION £.3-1.2-2.1 OF THE CITY LANDSCAPE MANUAL.
C: EXPOSED STOCKPILES (!.£. GRAVEL, SAND, AND DIRT) WITH 5%
OR GREATER SILT CONTENT SHALL 8£ ENCLOSED, COVERED,
WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS
ACCORDING TO MANUFACTURES' SPECIFICATIONS.
D: AREAS BEING ACTIVELY GRADED SHALL 8£ WATERED TO REDUCE
POTENTIAL FOR BLOWING DUST.
£: ALL EXCAVATING AND GRADING OPERATIONS SHALL 8£
SUSPENDE:0 WHEN WINO SPEEDS EXCEED 25 MPH AS MEASURED
AT TH£ OCEANSIDE STATION OF TH£ NATIONAL WEATHER SERVICE.
IT SHALL 8£ TH£ RESPONSIBILITY OF TH£ GRADING CONTRACTOR
TO ASCERTAIN AND RECORD DAILY WIND SPEEDS OUR/NG TH£
GRADING PROCESS. THESE RECORDS SHALL 8£ AVAILABLE FOR
INSPECTION BY TH£ PUBLIC WORKS INSPECTOR.
F: ALL TRUCKS HAULING DIRT, SANO, SOIL, OR OTHER LOOS£
MATERIALS OFFS/TE OVER PAVED ROADS AR£ TO 8£ COVERED OR
SHALL MAINTAIN AT LEAST TWO FEET OF FR££BOARD (!.£., MINIMUM
VERTICAL DISTANCE BETWEEN TOP OF TH£ LOAD ANO TH£ TOP OF
TH£ TRAILER) IN ACCORDANCE WITH TH£ REQUIREMENTS OF
CALIFORNIA VEHICLE CODE SECTION 23114.
G: OUST £MISSIONS FROM ROCK CRUSHING OPERATION SHALL BE
CONTROLLED BY TH£ US£ OF WET-SUPPRESSION TECHNIQUES
INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG TH£
CONVEYOR FEEDS FOR TH£ CRUSHER, WETTING OF STOCKPILES
AND CESSATION OF CRUSHER ACTIVITIES WHEN WINO SPEEDS AR£
IN EXCESS OF 25 MILES PER HOUR. WINO SPEED ANO CRUSHER
OPERATION RECORDS SHALL 8£ KEPT IN ACCORDANCE WITH
MIT/GA TION MEASURE 4. 9-4(£), ABOVE.
H: PAVED STREETS OFFS/TE SHALL 8£ SWEPT AT TH£ £ND OF
EACH WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO
ADJACENT PUBLIC PAVED ROADS (RECOMMENDED WATER SWEEPERS
WITH RECLAIMED WATER)
!: ACTIVELY USED UNPAVED ROADS, PARKING AREAS ANO STAGING
AREAS SHALL 8£ WATERED THREE TIMES DAILY OR NON-TOXIC
SOIL STABILIZERS SHALL 8£ APPLIED TO THESE AREAS ACCORDING
TO MANUFACTURERS' SPECIFICATION.
J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL 8£ 15
MPH OR LESS.
K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MOR£
THAN 50 DAILY TRIPS BY CONSTRUCT/ON EQUIPMENT OR 150
TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL 8£ SURFACED WITH
GRAVEL OR OTHER MATERIALS TO REDUCE OUST.
L: CONSTRUCTION ACCESS ROADS SHALL 8£ PAVED OR GRAVELED
AT LEAST 100 FEET ONTO THE PROJECT SIT£.
MM&RP NOTES (GENERAL)
···-------PER 4.4-23 CONSTRUCTION STORAGE AND STAGING AREAS SHALL
8£ LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE AND
SHALL 8£ KEPT FR££ FROM TRASH AND OTHER WAST£ THAT MAY
ATTRACT SCAVENGERS.
-~-='-,
196
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
WORK LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
I IIJ la, RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL . .. ELEVATION: DATE 311.41 NGVO 1929
2" AC ON COMPAC/£D FILL
AVENIDA SOLIDAD STA 17+30,00 TO 18+50.00
•=SEE NOTE 2 BELOW
.,=SEE NOTE 3 BELOW
NOTES:
NTS
1. T INDICATES ELEVATION AS SHOWN ON PLANS.
2. MINIMUM UNDERCUT IS 2.0'. ADDITIONAL UNDERCUT AND OVER BLASTING FOR
UTILITY MAY 8£ REQUIRED, PER SOILS ENGINEER RECOMMENDATIONS IN FIELD.
3. 3' MINIMUM SETBACK TO HOA MAINTAINED SLOPES AS SHOWN.
OTHERWISE TOP/TO£ OF SLOPE IS AT ROW.
1-----•---.
I---~·-·'"-
. "AS BUILT"
~Y4L ,~Me --
---l..7
RC£ '}_f!,(,,70 EXP. G/ooLto DAT£
REVIEWED BY. 11/z-1/oe, RL/vl lz.\ 'AS-BIJIL1
~~ ,-z,/10/()8 DATE INITIAL
REVISION DESCRIPTION INSPECTOR t7 DATE ENGINEER OF WORK
l~ CITY OF CARLSBAD I SHgTS I 2 £NC/N££RING DEPARTMENT
MASS GI/AD/NG PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
APPI/OVED t.J ;-GLENN T. PRUIM ~~ d. ~__,,,-_:,,.Ii, ~/~/,,,&
' CITY £NGIN£ERP'RCE 51~4 £XP09/30l0? 1 DAT£
OWN BY: PROJECT NO. DRAWING NO. DATE !NIT/AL DATE INITIAL (1._ <,"f"' CHKD BY: 429-7C CT 99-04-03 OTHER APPROVAL CITY APPROVAL RVWD BY:
R:\0282\&Eng\Grad;ng\Mass Grad;ng 3.6 & 3.7\0282RC-3.6-3.7-02.DWG[ 1275}Jan-/6-2006:/2:5/ W.O. No. 2352-119 V.W.D. 205-686
BIN :
Ii .' ' .; .......
D-1/2W UNLESS
OTHER'MSE SHOWN
•.:~~
--1-3• 470-C-2DOO CONCRETE OR ••
• . . ' • ' . . ·. ' Ii .. ,, . . . '
3" 2500 PSI AIR PLACED CONCRETE
W/ 6" x 6" x 10 GAUGE WELDED
'MRE MESH.
A_J
6" CONCRETE CUTOFF WALL TO BE
CONSTRUCTED AT BOTH DOWNSTREAM
AND UPSTREAM END SECTIONS.
MODIFIED TYPE D TERRACE
DITCH PER D-75
NOT TO SCALE
LINED DITCH
6"X6" -10 GA 1-1/2" CLR •
WELDED 'MRE MESH(WWM) . • "' ~
CUTOFF WALL
SECTION A-A
NOT TO SCALE
., .
SPLASH WALL LOCATION
SHOWN ON PLANS. SEE DETAIL C BELOW.
REINFORCE 'MTH 6"X6" -10 GA
WELDED WIRE MESH(WWM)
LINED DITCH CONFLUENCE
NOT TO SCALE
SPLASH WALL
NOT TO SCALE
.. .. '
1!-")
A
B
C
VARIES 8'-20' MINIMUM 8' WIDE
PUBLIC TRAIL CITY TRAIL W/ CLASS
EASEMENT11:/I BASE, SEE NOTE
BELOW
,-2' SHOULDER
J<___,L'=-1 Q_' _JL.-__L_Jc-LIJ l
NOT TO SCALE
NOTE: CLASS II ROAD BASE FOR FUTURE CITYWIDE TRAIL SHALL
--EXTEND TO THE PROJECT/CITY BOUNDARY. DEPTH OF
CITYWIDE TRAIL SHALL BE DETERMINED BY "R" VALUES,
BUT NO LESS THAN A MINIMUM OF 4 INCHES PER SDG&E
REQUIREMENTS.
CREST ELEVATION PER
TABLE ON DETAIL "F"
(_
SLOPE VARIES
SPILLWAY CREST
TQ<:P~OT._F_t_BA~Sl":<N'-J..-_,.,/-----L;"-;: -+-, 6;r 500 PSI
_,.---,,,(R-PLACED CONG. .LQ£_
D
TOP OF~--
SPILL WAY CREST
-------WITH 1-1/2"x1-1/2"
17 GAGE STUCCO NETTING
SECTION
d
2.0'MIN.
1.0' -1--1.0' TOP OF BASIN
6"-2500 PSI
AIR-PLACED CONG.
----s"<"'-"
WITH 6 X 6 x #10 x #10
WELDED WIRE MESH
PER CITY STANDARDS
I d
6"
SECTION
NTS
Nor CONSTRUCTE.D
~nM WIDTH (W) ;N~ b"f'TH ( d) PER
TABLE IW'-ETAIL "F"
D SILTING BASIN EMERGENCY SPILLWA
NOT TO SCALE
DES/LT/NG BASIN
SPILLWAY DETA/L---
"E" THIS SHEET
TOP & BOTTOM
ELEVATION PER PLAN
DES/LT/NG BASIN SPILLWAY
DETAIL "E" THIS SHEET
I
I
/
I I
I I
/
I
/
/
/
/
/
I
/
I
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'
5' BENCH--l-1
I I
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I
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BOTTOM LENGTH PER PLAN
2:1 SLOPE
1% MIN.
/ L __ _____ __J
VARIES
\ \
\
\
\
\
I :1 SLOPE
\
' ,_ -----' ' -----' ... -----V--
' , _ --~ T -: : _2.J JLQPs - ---
---y -PLAN
VARIES
\..__ TOP OF BASIN
SEE BACKFILL .
NOTE
DEBRIS RACK CAGE
(SEE DETAIL RIGHT)
1 ' FOR ADDITIONA
STORAGE
1' PAI STRIPE
.1K__ 1' MIN.
-VARIES --I' MIN.
1 ' MIN. FREEBOARD
S7 WATER LEVEL
__..-HEADWATER ABOVE RISER
,IL'-'~'!, ---+--TOP OF RISER
PER PLAN
VARIES, 3'-5'
J/4" GRAVEL
-==-=-=-------
' \
\
I
I
I
/
/
SPOTWELD EACH
POST 4 PLACES
--DIAMETER EQUALS
SIZE OF RISER
~--PER PLAN
TOP VIE/--5 #3 REBARS EVENLY
SPACED & SPOTWELDED
TO END OF POST BOTH
SIDES
___ , ..
~ / v
2· I
L
~
-,
I
\If--UNIVERSAL BAND
COUPLERS
-------3 REBARS -~
SPACED @ 6"0.C.
MATCH TOP OF COUPLER
----W/ TOP OF RISER
DEBRIS RACK CAGE SHALL
BE HOT-DIPPED GALVANIZED FRONT VIEW
DEBRIS RACK CAGE DETAIL
NOT TO SCALE
C.M.P. RISER HOT-DIPPED FULLY COATED GALVANIZED 12 GAUGE
2-2/3" x 1/2" CORRUGATIONS, DIAMETER PER PLANS. CUT 5 HORIZ.
SLOTS OF 1/4" x 10" EQUALLY SPACED AROUND CIRCUMFERENCE,
FIRST ROW TO BE 4" BELOW LOWEST UNIVERSAL BAND COUPLER
LOCATED AT TOP OF RISER. SECOND ROW TO BE STAGGERED AT 5 1/3"
BELOW FIRST ROW. CONTINUE STAGGERED ROWS UNTIL 2' ABOVE TOP
OF PR/VA TE STORM DRAIN PIPE ( 1' ABOVE BASIN BOTTOM). WRAP RISER
WITH TREV/RA S1115 FILTER FABRIC OR EQUAL.
MAINTENANCE
SEDIMENT SHALL BE REMOVED WHENEVER STORAGE CAPACITY AT THE
PAINT STRIPE HAS BEEN ACHIEVED. SEDIMENT SHALL BE DISPOSED OF IN
SUCH A MANNER THAT WILL PREVENT ITS RETURN TO THE DES/LT/NG BASIN
OR MOVEMENT INTO DOWNSTREAM AREAS DURING SUBSEQUENT RUNOFF
THE 0£5/LTING BASINS ARE PRIVATE FACILITIES AND THE CITY WILL NOT BE
RESPONSIBLE FOR THEIR MAINTENANCE. CONTRACTOR SHALL MAINTAIN &
REPLACE FILTER FABRIC IF DAMAGED OUR/NG CLEANING OPERATIONS.
STORM DRAIN .• ELEVATION PER PLAN DESIL ~A(_G BASIN TABLE SIZE & SLOPE ' ' -, -1 MIN.
~'[JNJ;M~~~:E~EN -70 L--1+--'2-, t-:c;. ~--•:::.::.-:::·11::.-::.,.-'.::··::.·-=·::;·..=·:....:;· A;;j:R~-·::;iL_ P.C.C. FILLET
10" MIN.--FL PER PLANS /'MIN. PER CALTRANS
SLURRY TO SPRINGLINE, STD. PLAN D-96
PAST THE LIMIT OF THE BASIN PCC ANCHOR BLOCK 12" MIN.
NOTE: TRENCH BACKFILL SHALL CONSIST OF NATIVE IMPERVIOUS
--MATERIAL, APPROVED BY THE SOILS ENGINEER PRIOR TO
PLACEMENT.OPEN GRADED, PERMEABLE MATERIAL SHALL
NOT BE USED AS BACKFILL.
REINFORCE W/ 6"x6"x10 GAUGE
WELDED WIRE FABRIC
SECTION ,, c--c"
BASIN#
1
3
5
NOT CONS1RUC1E.D
TOP BOTTOM TOP/RISER RISER
ELEV ELEV ELEV DIAMETER
591.0' 585.2' 589.2' 30"
429.3' 425.1' 428.1' 54"
638.0' 633.7' 636.7' 36"
TEMPORARY EROSION CC)NTROL DESILTING BASIN DETAILS
NOT TO SCALE
•,.7
(
~ ..___ ________ \.............-"
BOTTOM SPILLWAY
CREST ELEV BOTTOM WIDTH DEPTH
(W) (d)
590.0' 5.58' 1. 1 '
429.0' 63.64' 0.3'
637.0' 1.99' 1.0
F
ENGINEER OF WORK
J/1:ifoL
EXP. 6/30/06
DATE
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
_ "AS BUILT"
~~%J_ /2/Jfa~
{/
RCE 481,,70 EXP. ~/oO/IO
REVIEWED BY:
~~~"~
INSPECTOR
DATE
fz./;u/oJ'
DATE
1----------t--+-------~-----+-----+---l--+-------j I s,3iEE:r I CITY OF' CARLS BAD ~
~===---'====EN=G=IN::::E"'E"'R"'IN:=G:=D"'E=:P"':,\:::RT:_":M"'E"'N:=T===---'~===
MASS GRADING PLANS FOIi:
VALLEC!TOS
WATER DISTRICT
APPROVED BY:~-----------
DATE~: _____________ _
FOR GRADING PURPOSES ONLY
!l/24/ot; RL..M
DA ff INITIAL
ENGINEER OF WORK
z AB-BUIL-T
DA ff INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
APPROVED GLENN T. PR!UM
~d l4--"'.--i~ ..:1/~/,c.,
Cl(Y[NGINEEiCRCE 512/14 EXP9!30/07 7 DAT£
OWN BY:_~--
Cf/KD BY: 11..;,,r
RVWD BY:
PROJECT NO.
CT 99-04-03
DRAWING NO.
429-7C
R: \0282\&Eng\Grading\Mass Grading 3.6 & 3.7\0282RG-3.6-3. 7-D3.DWG[ 1275]Jan-16-2006: 14: 26 W.O. No. 2352-119 V, W.D. 205-686
BIN :
' ' !
\
)
\
\
\
I . -\
\ • I
I
PLANNING
ENGINEERING
SURVEYING
'
HUNSAKER
& ASSOCIATES
Si\N D IEGO, I NC.
10179 Huennekens Street
San Diego, l..a 92121
PH{858)558-4500· FX(858)558·1414
VALLECITOS
WATER DISTRICT
APPROVED BY~:-➔~~=~~=~----
DATE:. ____ ~/-~~r~~--~,!)~'~-----
FOR GRADING PURPOSES ONLY
S E E
BENCH MARK
t---------------------l DESCRIPOON: STD. STREET SURVEY 1./0NUMENr
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL OF WORK
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ND L MARTIN
NO 48670 EXP. 6/30/06
I ltl/O<o
DAT£ ELEVAOON: 311.41 NGVD 1929
TERRACE DITCH PER
DETAIL A SHT. J
Jp" STORM DRAIN PER CSM
DWG NO. IP-4627 TO 8£
ABANDONED IN PLACE PER
SOIL £NGIN££R'S
R£ OMM£NDATIONS
5
.... --··------·-·
"AS BUILT" ~✓Y4~~e
RCE 4~70 EXP, cx,/~O/0B DATE
REVIEWED BY:
INSPECTOR
/Z./.1•/,#
DATE
\ \'
\
\
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-----
40 80
...... T .. ··--·· . . • ... -·· -~ ~
---4----------------'-------------d.0-, 'Ct·· -~-----
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.......... -~ •. ~·· ···~ .. ,
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' ' ' ,: 1/ i
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---~
l---+--+--------------1------+---I--+-~ I S4ET I CITY OF CARLSBAD I SHgS I
::====-====E=N=G=IN=£:::£:::R:::IN:::G=:D:::EP.=~=R:::T,:::M:::EN=T===-====
MASS GRADING PLANS FOR:
DA TE INITIAL
ENGINEER OF WORK
5-t-CG
DATE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
OWN BY: _____ 1
CHKD BY: -~--,;,z-I
RVWD BY:
PROJECT NO.
CT 99-04-03
DRAWING NO,
429-7C
R:\0282\11:Eng\Gradlng\Mass Grading 3.6 k 3 .7\0282RG-3.6-3.7-04.DWG[ 1275]Jan-16-2006: 12:52W.O. No, 2352-119 V.W.D. 205-686
BIN ·-
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1\\ /~~ I 'r i
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111
PLANNING
ENGINEERING
SURVEYING
\ \ \
\
HUNSAKER
& ASSOCIATES
SAN DlfCO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH{858)558·4500 · FX(858)558· 1414
I
\
\ •
\ \
\
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EXIST. 78" RCP'""'-;7'(
STORM 08/jlN P
WG.'f!O. J6f!r2
'
3"= /I f' ., -..r
I I
' \
VALLECITOS
WATER DISTRICT
APPROVED BY: ~
DATE:
FOR GRADING PURPOSES ONLY
/
SE E
X
/\ -SHEET
BENCH MARK
!---------------=--=-=--=-, DESCRIPT/ON1 OF WORK ENGINEER
STD. STREIT SURVEY /r/ONU/JENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
LOCAT/ON1
I /11 /oc,,
DAT£
RECORD FROl./1 SAN DIEGO COUNTY
VERTICAL CONTROL
ONO L. MAR IN
NO 48670 EXP. 6/J0/06
ELEVATION1 311.~1 NGVD 1929
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PROPOSED MULTI-FAMILY PROJECT
(5££ CITY OF SAN MARCOS DWG. IP-4627 )
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
[ 1275]Jan-16-2006: 12: 55W.O. No. 2352-119 V.W.D. 205-686 R:\0282\ltEng\Grading\~ass Grading 3.6 le 3.7\0282RG-3.6-3.7-05.DWG BIN!
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HUNSAKER
& ASS OCIATES
SAN DIEGO, I NC
10179 Hueonekens Street
San Diego, Ca 92121
PH(858)558·4500· FX(858)558-1414
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GRANTED TO CITY OF
CARLSBAD
REC SEP. 02, 2004
F /N 2004-0842032
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VALLECITOS
WATER DISTRICT
APPROVED BY.: __ _,~'-'-'="--"=_,1.._ ___ _
DATE.:_ --~/5-~~/f~-~[)~~~----
FOR GRADING PURPOSES ON LY
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t-------------------~ DESCRJPnON: STD. STREIT SURVIT MONUMENT
ENGINE ER OF WOR K LOCA noN: STA. 288+89 EC ON CENTERLINE
OF EL CAl,/INO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL ~ui:__ J/tlloh
~N~O~L.~MA~Rfj,c~/N.,-'~~~"' DAT£
NO 48670 EXP. 6/JD/06
ELEVAnON: 3 11.4 1 NGVD 1929
5
TYPE F CB
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"AS BUILT "
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~ CITY OF CARLSBAD I SHgS I l----f----,--,------------------t-----t----t---1---1 ~ ENGINEERING DEPARTMENT
~--t----+----------------t----t---t----t----1
DATE INITIAL
ENGINEER OF WORK
~· ·;,. s -e,,..;11...r
DATE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
MASS GRADING PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
APPROVED /It'
OWN BY:-~~~-,
CHKO BYt fl, !tL
l?VWD BY:
EX
PROJECT NO.
CT99-04-03
GLENN T. PRUIM
1~/'¢etTE
DRAWING NO.
429-7C
R: \0282\lcEng\Grnding\Mass Grading 3.6 t 3.7\0282RG-3.6-3.7-06.DWG[ 1275]Jan-16-2006: 13: D1 W.0. No. 2352-119 V.W.D. 205-686
BIN :
,'
VWD ACCESS
NOT TO SCALE
HUNSAKER
& ASSOCIATES
5,o,N D I ECO, I NC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92"121
SURVEYING PH(858)558-4500 · FX(858)558-1414
S E E S H E E T N 0 • 6
MAHR RESERVOIR
VF
6B::,
VALLECITOS
WATER DISTRICT
APPROVED BY: &¼&, -
DATE: /-!&tfJ~
FOR GRADING PURPOSES ONLY
SCALE 1"=40' ' ,. -. " '
BENCH MARK
DESCRIPTION: STD. STREET SUR\lc'/ MONUMENT
ENGINE ER OF WORK LOCATION: STA. 288+89 EC ON CENTERLINE
OF El CAMINO REAL I~-~ ~ , lt1Lo~
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
D L. MARTIN DATE ELEVATION: 311.41 NGVD 1929
48670 EXP. 6/30/06
·~~--
"AS BUILT"
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DATE 4U7O EXP ObL80L0
REVIEWED BY: ttl'L41oe, /f?LU ~
~/4:. /Zj/,/,1 DATE INITIAL
I
INSPECTOR 7 DATE ENGINEER OF WORK
AS -BU/Vt
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I S7ET I CITY OF
r
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CARLSBAD
ENGINEERING DEPARTMENT
\
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I SHgS I
MASS GRADING PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
APPROVED 8)' . GLENN T. PRUIM
A.,,_ --;7 ~ .,, ~1r--
CITY ENGINED,,. RC£ £XDll'-f /~1UJ..JJ7 ____ DATE
OWN BY: PROJECT NO. DRAWING ND.
CHKO BY: p,;~ 429-7C CT 99-04-03 RVWD BY:
I'
R:\0282\lcEng\Grading\Mass Grading 3 .6 t 3 .7\0282RG-3.6-3 .7-07.DWG[ 1275 Jan-16-2006: 14:0SW.O. No. 2352-119 V.W.D. 205-686
BIN :
1
EROSION CONTROL NOTES
T. IN CASE EMERGl;;NCY WORK IS REQUIRED, CONTACT TIM OGRADY AT (Z60) 929-2701
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAJLABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACJLJTATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. . .
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF TH£ 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.
S. THE CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY mGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TD
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAJN 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 (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH .J/4 INCH MINIMUM AGGREGRATE.
II. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
_ OF GRADED SLOPES (90% COVERAGE) PRIOR TD NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALJFORNJA · • · . . ·
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGArlON SHALL 8E
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. .HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VE'RTICAL) OR STEEPER
WHEN THEY ARE:
a, THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC 'WALL OR
STREET.
b. ALL SLOPES 4 Ff.ET OR MORE IN HEIGHT.
· 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST: .
o. NOT SCHEDULED FOR (MPRDVE'MENTS(CDNSTRUCTION 'OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSITDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
D.
E.
I. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN B FEET IN HEJGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVE'RAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROV/OE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.·
HYDROS££DING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I. SEED MIX SHALL CONSIST OF NO LESS THAN:
o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF OIMORPHOLECA
g. ITtMS 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 RESIDENT/AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDRDSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC Wffi/NG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF ND 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
THE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
IS% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
o. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT ,BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED. ' -•
b. THE ADDITION OF SOIL AMENDMENTS, PH AD~USTMENT, LEACH/NG OR
COVERING SALJNE 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.
!50' MIN.
12" MIN.
2" MINUS ROCK
l'ROFIL£
EXISTING GROUND
J0'MIN.
T ruti
STta SHAKER PLATES/RUMBLE RACKS
PUBLIC RIGHT-
OF-WAY
FILTER FABRIC
i .
PUBLIC RIGHT-OF-WAY
20' MIN. RADIUS, /,
FENCE/BARRIER TO RESTRICT /
TRAFFIC TO CONSTRUCTION ENTRANCE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
P[R CAllFORNIA STORMWATER BMP DWG. TC-1
GRAVtL BAGS OVERLA-P
ONTO CURB
____ _,,,,,, ,,/ _____ .,.//
RUNOFF '
,///,
/
GIP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
I. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-----
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
g IN. EARTHEN RIDGE
Fili SLOPE
2 FT
UNLINED SWALE & BERM
SWALE:
DIRECnON OF
STRE:ET Fl.OW
H-r""t GRA\fi SolGS (IYP.)
W-75% ROADBED
WIDTH
..---ctNTERLJNE
..,_._a'(M/N.) SPACING FOR
lltH!CLE ACCESS
r
I
l
X SWALE
A PLAN
NO SCALE
ONE 81\G MIN. 1MVU BAGS (IYP.) 1
~5k ~~~fff ;-E CTI ON A-A
NO SCALE
STREET SLOPE: INTERVAL
LLSS THAN 21' 200'
2% 1V 4% 100'
"" ro ,ox 50'
MORE THAN 10% 25'
NOTE: PROVIDE VUOCTTY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
IND/CA TE() ABOVE.
SAND BAG VELOCITY REDUCER
NO SCALE
~•-4•
STRAW ROLLS UUST BE PLACED
ALONG SLOPE CONTOURS
SPACING DEPENDS
ON SOIL TYPE AND
Sl OP£ STE'£PN£SS
/.
SEDIMENT, ORCANIC MATTER,
AND NATIVE SEEDS ARE
CAPTURED BEHINO TH£ ROLLS.
.J"-5" (75-125mm)
1 .
8"-10" DIA.
(2OO-25Omm)
NOTE':
1. Sll?AW ROLL INSTALLATION REQUIRES TH£
PLACEMENT AND SECURE STAKING OF THE ROLL IN
A ll?ENCH, .J"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF UUST NOT BE ALLOWED TO RUN
UNDER OR AROUND ROLL.
FIBER ROLL
NOT TD SCALE
1• X 1• STAKE
(25 x 25mm)
NOT TO SCALE
. '
///'1-/#8 ~Lµ/ t\ AS-eu11...,,,r
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DESCRIPTION
STAB!LlZED CONSTRUCTION ENTRANCE
SILT FENCE
HABITAT PROTECTION FENCE (ORANGE)
UNLINED SWALE & BERM
D-75 LINED BROW DITCH
BLOCK-SCREEN-GRAVEL SILT BASIN
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
FlliER ROLL
PUNCHEJ? S'l'RA W
WG CHECK DAM
GRAVEL CHECK DAM
RIPRAP
FIBER KA'ITING AREA
ql'-cfESS/~
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". EXP. 6/30/06 :,
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F
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VALLECITOS
WATER DISTRICT
APPROVED BY: ~
DATE: t,11'~&
FOR GRADING PURPOSES ONLY
CLEGEND
QUANTITY SYMBOL
1 E.A.
2,8?G LF
5,392 LF
-o--o------a---
PER SHT.1
0
1,156 EA ==
DOOOOOOOOOOOO·
SEE SHEET 1·
+ + + + + +
894,164 SF + + t + + + + ++++++ + + + + + + +
HUNSAKER
& ASSOCIATES
SAN l)IEGO. INC.
PWINING 1ll11'l Hw1ru:k<:ns Street
ENCINEEilNG San Diego, C. 92121
SURVEYING PH(858)5.58-4500· FX(858)5.'i8·1414
ENGINEER OF WORK
Q . ,,._,~_Y/J. .I:: 1/1lln"
~~ND L. MARTIN DATE RC NO 48570 EXP. 6/30/06
BENCH MARK
DESCRJPnON: STD. STRE:ET SI.IRVn' MONUMF:IIT
LOCAnON: STA. 288+89 EC ON CENTERLINE
OF a CAMINO REAL
RECORD FROM: SAN DIEGO COU/fTY
llfRTICAL CONTROL
ELE\/AnDN: .Jtt.41 NGVD 1929
"AS BUILT" ~ . / ..f/t::laL /JM~
R£4e,r.,,70 EXP. c,;,!_6o!_lo DATE
RE:VIEWED BY:
~ -11-/11/1• 7....: /-' ~-=g
/NSPE:CTOR -DATE
I SsET I CITY OF CARLSBAD I SHgSI
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
LA COSTA OAKS NORTH
NEIGHBORHOOD 3.6 & 3.7
APPROVE:O tJY' • . GLENK T. PRIUM
A-.L.-ae:/? ~~:"J ~/~le;~
CITY ENGJNEE/f RCE EXe.ill[Zll:7 7--DATE
OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD fJY: P.f,,""" Cf 99-04-03 429-7C RVWD BY: OTHER APPROVAL CITY APPROVAL
11
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ENQNEfRl~G
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HUNSAKER
& ASSOCIATES
DIECO, INC S A N
H "nneken~ Street 10179 _!),;; ---
. Ca 92121
San Diego, _ fX(BSB}S58·14"I4 PH(858)558~500
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VALLECITOS
WATER DISTRICT
APPROVED BY:~
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SURVcY MONU T/ON: STD. STRCU CBITERUNE De.SCRIP TA. 288+89 EC ON
LOCAnON: ~Fa CAMINO R£AL
ELEVAnON:
N DIEGO COUNTY
RECORD FROM: ~CAL CONTROL NGVD 1929
Jt 1.41
5 EE
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REVIEWED BY:
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INSPECTOR
"AS BUILT
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11/2,,__ ~ RL-"1
DA TE INITIAL
ENGINEER OF WORK
0 100 200 300
TE INITIAL
l!J<}/~ ER APPROVAL
DATE INITIAL
CITY APPROVAL
A
--0TH ~ PT/ON "
EV/SIGN OESCRI . 6-3.7-09.DWG[
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DWN BY: ii.~
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