HomeMy WebLinkAboutDWG 427-4A; PUD 02-12B; LA COSTA GREENS TENNIS COURTS; 01-03GRADING 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 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
PERTAJN 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 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 PERMITTEtS POLICY IN THE MINIMUM AMOUNT
OF $1,000,0D0.00 FOR EACH OCCURRENCE OF LJABILITY. THE INSURANCE
§frttc;iJ;WJ!fT1Nfu7f POLlfb,MJJJI, gAVE 4 Jr-D~R, OF "A" ~ND A SIZE __ 0 Y J C _ _J/ AS _!18_ /if:, BYEL" __ RATING GULE.
5. UNLESS EXEMPTED BY SECTION 301. (b )5 OF THE UNIFORM BU/LO/NG 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 OBTAJNED 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-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 MAJNTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NG 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 BUSINE:SS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION RE:PORT 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 SPECIF/CATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING 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 ASPEC1S OF THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (438-1161 ext. 4J2J) AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. 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 PRECQNSTRUCTION MEETING WILL BE
MA~ ~y CA-!lliG Wk ENG/NwlNG 24 HaUR INSPtFTION R~OU~T ~,NE AT
(7J[3B=J1Nl(cT10N QUESTS M ST BE RLEIVED PRi iffC 2: o P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATE:R.
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 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 AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYS[[M
STANDARDS ESTABL/SHfQ BY THE CONSTRUCTION SAFETY ORDERS, DILE 8
CALIFORNIA ADMINISTRATIVE COD(. 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 RESOURCE;S 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 PERMITTE:E 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 ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.)
21. ALL OFF-S/TE HAUL ROUTES SHALL Bf SUBMIUED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
1{QRK
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 OPERADQN.
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 E:ROS/ON
CONTROL PLANS. [ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPE:CTOR.
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 HYDROSEE:DED
WITHIN TEN (10) DAYS OF THE TIME WHEN .fACH 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. 406-JM 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 PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR 35 SOLID WALL PIPE.
JI. 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 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 sumcIENTLY
AHfAO OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTLIAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. 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
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CITY OF CARLSBAD(WATER & RECLAIMED WATER)
34. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4133
1-800-660-7343
1-800-892-0123
(760)438-7741
(760)434-2980
(760)438-2722
A. FOR CONTROL/ ED GRADING THE APPLICANT HIRE:S A CIVIL E:NGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.Bf
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAi 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 IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE: APPROVED PLANS (OBTAJN SAMPLE OF COMPLIANCE
LffiER 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 QLIALITY 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 SD/LS REPORT
AND ANY SUPPLEME:NTS 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.
J6. THE SOILS REPORT TITLED VILLAGES OF LA COSTA THE GREENS, PREPARED
BY GEOCON DATED JUNE 25, 2001, 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.
LEGAL DESCRIPTION
LA COSTA GREENS -TENNIS COURT SIT£
LOT 48 OF MAP 14543, CARLSBAD TRACT NO. 99-03, LA COSTA GREENS,
RECORDED IN THE COUNTY OF SAN DIEGO PER DOCUMENT NUMBER
2003-0164456 ON FEBRUARY 12, 2003.
OWNERS I PERMITTEES
REAL ESTATE COLLATERAL MANAGEMENT COMPANY,
A DELAWARE CORPORATION
1903 WRIGHT PLACE SUITE 180
CARLSBAD CA, 92008
(760) 929-2701
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
IMP IMPROVEMENT
C.I. CURB INLET
C. 0. CLEANOUT
RCP REINFORCED CONCRETE PIPE
C.B. CATCH BASIN
£VC END VERTICAL CURVE
BVC BEGIN VERTICAL CURVE
FC FINISHED GRADE
ST STREET
RT RIGHT
LT LEFT
FS FINISHED SURFACE
N. T.S. NOT TO SCALE
TW TOP OF WALL
TF TOP OF FOOTING
WSE WATER SURFACE ELEVATION
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. 397-2
CITY OF CARLSBAD DRAWING NO. 397-2A
CITY OF CARLSBAD DRAWING NO. 397-2D
po1NSETTIA
LAGOON
COSTA AVE.
ENC!N!TAS
VICINITY MAP
NTS
SOILS ENGINEER'S CERTIFICATE
~PROJECT
~{TE
SAN MARCOS
!
i:::J
I
ALGA ROAD/
AL/CANTE ROAD
[7 0
LA COSTA GREENS VICINITY MAP
NTS
I, 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 ON JUNE 25,
2001 • 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
0hi .,! :&-9'& }a!l ,e
SHANE RODACKER, R.C.E. 63291, EXP. 6/30/06
"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: 10179 HUENNEKENS AVE
CITY, ST.: SAN DIEGO. CA
TELEPHONE: (858) 558-4500
BY, S,JJNiri. ::R~{JefF• DATE: rjs/os-'
P.E. NO.: RC£ 48670
EXPIRATION DATE: _,6,,./.-"3_,,_0(<'-0"'6'---------
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001.
TOPOGRAPHY SHOWN HEREON COMFORMS TO NATIONAL MAP
ACCURACY STANDARDS. "EXISTING CONTOURS" REFLECT
ROUCH GRADING PER DWG. 397-2A.
~t,. R00-1,
<?r:"' No.63291 ~ z
Exp. 6/30/06 ~
"'
t::• . \.\
SHEET INDEX
NOTES AND LEGEND
AREA DRAINS
PRECISE GRADING
EROSION CONTROL
OJECT
SITE
SHEET 1
SHEET 2
SHEET 2
SHEET 3
OWNER'S CERTIFICATE EARTHWORK QUANTITIES*
CUT:
FILL:
AN :ffl:I . . THIS SITE. EXPORT.·
3,482 -CY
3,144 -CY
338 -CY
WORK TO BE DONE
THE PRECISE 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 PRECISE 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. FINAL CONDITIONS PER PUD 02-12(8) APPROVAL DATED 12/29/04.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY CEOCON DATED JUNE 25, 2001.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM £JR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM.
9. SWPPP WDID NO. 9 37CJ32027 DATED JANUARY 10TH, 2005.
DESCRIPTION
LOT LINE
RIGHT OF WAY
EASEMENT LINE
EXISTING STORM DRAIN
AREA DRAIN PIPE (4" PVC)
AREA DRAIN PIPE (6" PVC)
AREA DRAIN PIPE (8" PVC)
AREA DRAIN PIPE (10" PVC}
AREA DRAIN (9" NOS}
PROPOSED SPOT ELEVATIONS
DA YL!GHT LINE
LEGEND
STD. DWG.
SLOPE EMBANKMENT (2:1 MAX.) CUT/FILL
EXISTING CONTOUR
FINISH CONTOUR
EXISTING SPOT ELEVATIONS
EXISTING 2· WATER LATERAL PER owe 397-2
EXISTING SIDEWALK
EXISTING CURB & CUTTER
(PER IMP DWG 397-2)
{PER IMP owe 397-2)
EXISTING 2· IRRIGATION SERVICE PER owe 397-20
PROPOSED STORM DRAIN (18" RCP, 01350)
PROPOSED TYPE C-1 CATCH BASIN
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX{S58)558-1414
SYMBOL
181
364~ ......::--
_ _ut_ _
=r-=-~%:r.-1'::
---,ao---
(364.9)
FS
®
QUANTITY
818 LF
327 LF
37 LF
16 LF
30 E,\
84 LF
1 E,\
ENGINEER OF WORK
r/,/4r
DESCRIPTION:
LOCATION:
DATE
BENCH MARK
BRASS DISC IN WELL MONUMENT
(S.D. CO. CONTROL PT.
R/800-288+89 IX)
ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM LA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVAnON: 311.41 NGVD 7929
P)JNNING DEPARTMENT APPROVAL ~" AS BUILT". ~ •~) DA'fE:if//8jx-~-. .,/::' ~ -~t,/•7
IIIC!IAEL J. IIOLZIIILLER. PLANNIIIG DlREC'l'OR DATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RET,r/N D SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
~ · 4 ·ll ·O~
S/ 14 URE DATE
BY FRED ARBUCKLE
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
RCF 41¾, ,o EXP. ~h:,o/oe:,
f I
PRESIDENT MORROW DEVELOPMENT
AS AGENT FOR REAL ESTATE COLLATERAL MANAGEMENT COMPANY
::J'-!;! od , -ier,7
'OATE
PROJECT LOCATION BASIS OF BEARINGS
THIS PROJECT IS LOCATED WITHIN APN 213-112-29.
THE CAL COOR. INDEX IS N/982E6252
~-+--+------------f---+--t---t----il S11ET I CITY OF CARLSBAD I SHEETS I
THE BASIS OF BEARINGS FOR THIS ~==:'....'::===EN.:::G=:IN.:::E=:E::::Rl::::N=:G::.:D=:E::::PA::::R::::TM::::£::::N=:T===-1==3=~
SURVEY IS THE CALIFORNIA COORDINATE 1----+----+------------------1-----1---+---+-----I PRECISE GRADING AND EROSION CONTROL PLANS FOR:
------------------ISYSTEM -1983, ZONE VI, 1991.35 VILLAGES OF LACOSTA IMPOR TANT NOT,/CE EPOCH, NORTH AMERICAN DATUM OF
/ 1 1983 (NAD83}, GRID BE,\R/NG BETWEEN THE GREENS
SECTION 4216/4217 OF THE GOVERNMENT CODE STATION CLSB-153 AND STATION TENNIS COURTS
REQUIRES A 0/GALERT IDENTIFICATION NUMBER BE CLSB-070 AS SAID COORDINATES ARE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE PUBLISHED IN THE CITY OF CARLSBAD APPRDVED#Y , LLOYD B. HUBBS
VALID. FOR YOUR 0/GALERT /.D. NUMBER CALL SURVEY CONTROL NETWORK ESTABLISHED l----l-----l-----------------+---+--+---+---1 !,&&-cr:llll..o...i-111,· :_,...V:!IZ,k.~~~-~~~-4:2__ __ ~--L,f_,, Je,5 ·
UNDERGROUND SERVICE ALERT AT: BY RECORD OF SURVEY MAP NO. 17271, CITY £Nc1hdRR7:i:7!sal9 EX212j.filjQ5 ~ DATE
FILED IN THE OFFICE OF THE SAN DIEGO 0t/,u,f,-; FU.-1--1 1\ Ao-e,LJILT ~D=W='N=B=Y.=-~~~~~~~~~ -=-=-=-=P=R=o-J=E=c=T=N=o~.=='==:'.._~=-=-=-=-=-=-=--~-T0LL FREE 1-800-422-4133 COUNTY RECORDER ON FEBRUARY 8, DAT. INITIAL DATE INITIAL DATE INITIAL CHKD BY, _ __J'-"1-.!,;R~_ DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIC 2002• IE: N 35•47'72 • W L..C:::c:.:E=---l...C"=-' REVISION DESCRIPTION R'"'D av_.-JLR PUD 02-12(B) 427-4A ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL rn, '· -
R•\0376 \&Eng\Precise Grading\ Tennis Courts\0376pg01.ciwg[ OJFeb-16-2005•14•01 W.O. No. 2352-118
:052705
C
=E
.... (i)
g_
c..,
'EXISTING BROW DITCH _.....::><;::-
TO BE REMOVED
LOT LINE--_,.'-
FINISHED GROUND
OVER STORM DRAIN
STORM DRAIN PROFILE CD
/'
,"·"'"" ,.
2,s,,,
EXISTING BROW DITCH
TO BE REMOVED
.-.
" " ' " -"· -· ::-.... . " i < ::-....
' " " ""
l_1 , ..... , ~ ....
~ ·--..·,<::·_-,'i-
. '
'¾ • '"¾
LOT 38
NOTES:
AREA DRAINS SHALL 8£ CAPPED
UNTIL LANDSCAPE IS INSTALLED
CONTRACTOR TO REPAIR ANY
DAMAGED SIDEWALK, CURB, GUTTER
AND PAVEMENT.
CONCRETE STEPS
PER LANDSCAPE
PLANS
A
HUNSAKER
2' r-
& ASSOCIATES
\ I
I
I I /
/
A
SAt-DIEGO. INC HAND RAIL PER LANDSCAPE PLANS
PLANNINC
ENGINEERING
SURVEYING
10179 Huennckens Street
San Diego, Ca 91121
PH(8S8)556·4500 · FX(BS8)S58-1414 PLAN VIEW
\
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"
4' MIN
4' MIN
SECTION A-A (TYPICAL CONCRETE STEPS)
NOT TO SCALE
EXISTING 10'
TRAIL EASEMENT-._;:,-_ _,.
£XISTING 2• IRRIGATION
!SERVICE
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STORM DRAIN DATA ------·-----------------
0 i B[AR/NC /DEU A I NAU/US ~-_j___---"L-=[-'N"-G-'TH-'-----l----R-=t:-'M-'A-'RK-"Sc___ __
1 I N 61"40'16" W I 84.25' 18" RCP D1350 _". __ i_ ____ __L_-=-----------.
AREA DRAIN DATA
0 LENGTH
1 68.74'
2 46.41'
3 18.90'
4 8.23'
5 6.79'
6 20.94' I-----"--·-·-
7 27.45'
8 47.67'
9 10.46'
10 28.49'
1 7 33.20'
12 9.62'
13 37.45' ' !--~-~·-·· ! 7 4; 17.67' ' 151 26.36' I ---1st 29.45'
1 ?! 30.29' '
17.37' ' 18' I
7 9! 8.90' i
2oi 9.36'
2~i I) 27.08'
22 42.25'
O? 35.22' .~
24 9.43'
25 34.33'
26 9.65'
27 16.78'
i 28 28.28'
' 29 26. 78' i
i 30 29.31'
' i----' .J 7 15.01'
32 20.48'
53 28.30' --34 8.60'
35 20.96'
36 30.16'
37 30.69'
38 24.16'
39 50.53'
40 42.55'
41 42.05'
42 49.00'
43 15.06'
44 5.44'
45 15.88' -·-
--"
REMARKS '
4" PVC@ 1.00% '
--
-
4" PVC @ 1.50%
4" PVC@ 1.10%
4" PVC@ 1.10% .
4" PVC @ 1.10%
4• PVC @ 1.10%
4• PVC @ 1.10%
4• PVC @ 1.00%
4• PVC @ 1.00%
6" PVC@ 1.05%
6" PVC @ 1.00%
4" PVC @ 1.06%
4" PVC @ 1.06% --
4" PVC @ 1.13%
6" PVC @ 1.14%
6" PVC O 3.74%
6" PVC @ 4.95%
4• PVC @ 1.14% --
4" PVC @ 1. 1'1~--
4• PVC @ 1.10%
4" PVC @ 1.10% -
4" PVC @ 1.00%
6" PVC @ 1.14%
6" PVC @ 1.06%
6" PVC @ 1.00%
4• PVC @ 1.14% l
4• PVC 0 1.14% i
4" PVC@ 1.06% !
4• PVC@ 1.14% I
6" PVC@ 1.00% i ' 6" PVC@ 1.97% i ' 5" PVC@ 1.97%
8" PVC@ 13.82%
8" PVC@ 13.82%
4" PVC @ 1.00%
4" PVC @ 1.00% .
4" PVC@ 1.00%
4" PVC @ 1.00%
4• PVC @ 1.00%
4" PVC @ 2.35%
4" PVC @ 5.71%
4• PVC @ 9.37%
4" PVC @ 9.37%
4 • PVC @ 23.29%
10 • PVC @ 45.28% __ ,_ __
ENGINEER OF WORK
R~rt<~/kd-rjBfar
DATE RCE NO 48670 EXP. 6/30/06
DESCRIPTION:
LOCATION:
BENCH MARK
BRASS DISC IN WELL MONUMENT
(S.D. GO. CONTROL PT.
R1800-288+89 EC)
ON EL CAMINO REAL, 2. 63 Ml.
Nl'r FROM LA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 311.41 NGVD 1929
60
'
REVI£WED BY: ~# c-~--oJ;./n-({a9fJ7
INSPECTOR . DATE
1----+--+--------------+----+---+----+---l I SH2EET I CITY OF CARLSBAD I SH35 I
~===-'====E"'N:=G:=IN:::£,:::E:::R:::IN:::G:=DE:::P::::4:::R:=fl:::~E:::N:::T===-'===~
PRECISE GRADING AND £ROS/ON CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE GREENS
TENNIS COURTS _J
APPROVED dr LLOYD B. HUBBS
&-6<-~ -~~ 'f/..z ... /,:,1[
CITY ENG!Nuk'RCE ~aM'.° [XP12/3J /05 r DATE
l-,--.-=/-,=-----c-h---c--c--c-=-----------+---+---,f---+--',.---1 L'c=====~=-=-=-=:"_-=-=-=-=-=-=!".-=!"..=:~=--=-=-=-=-=-==: ~ I A.o-eLIILT ~ ~ _
DAT£ INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DAT£ INIT7AL DA TE INITIAii
OTHER APPROVAL CITY APPROVAL
DWN BY: ____ _
CHKD BY, -->!J"'kR'¾---
RVWD BY.· J LR
PROJECT NO.
PUD 02-12(B)
/JRAWING NO.
427-4A
R: \0376\11:Eng\Precise Grading\Tennis Courts\0376pg02.dwg[ 1275]Apr-08-2005: 14: 39 W.O. No. 2352-118 ,.,,._,
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052705
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NOTE1
I J
AREA DRAINS SHALL BE CAPPED
UNTIL LANDSCAPE IS INSTALLED
CONTRACTOR TO REPAIR ANY
DAMAGED SIDEWALK, CURB,
GUTTER AND PAVEMENT.
PLANNING
ENGINEER/NG
SURVFY!NG
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
,0-179 Huennekens Street
San Diego, Ca 9Z121
PH(858)558·4500 · FX(858).55S· 1414
30 0 30 60 -----
SCALE 1"=30'
LEGEND
DESCRIPTION QUANTITY
STABILIZED
CONSTRUCTION ENTRANCE 1 EA
TC-1
GRAVEL BAGS
SILT FENCE
FIBER MATTING
2662 EA
511 LF
10,638 SF
90
SYMBOL
GRAVEL BAGS OVERLAP ,,
----------v
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
. . . I .,
. . ' .
! :
THREE LAYERS OF GRAVEL BAGS
WITH ENOS OVERLAPPED
GRAVEL BAGS
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM
O'GRADY AT (760} 929-2701
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 IMMINENT.
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 B.
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 ( 40%}.
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH C.
MINIMUM AGGREGRATE.
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, STA TE OF
CALIFORNIA.
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM}
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
EXISTING GROUND
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL ANO COMPACT THE
EXCAVATED SOIL.
SILT FENCE
PUBLIC RIGHT-
OF-WAY
B"MIN.1 ~,,
PROFILE
PUBLIC ~-OF-WAY
l ,..__1 __ ,,,;,u,sn'Wcuu,__M ___ ..,fv ",
14'M/N.
0.
E.
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS ANO THE FOLLOWING1
A. HYOROSEEDING 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 ANO ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 611 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 611 OR STEEPER AND THAT ARE:
a. 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 HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 611 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEED/NG. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW}
/. 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 ORY EITHER BY DRILLING OR
BROADCAST/NG BEFORE HYOROSEEOING.
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-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE 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
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 611 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
"· RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a Of? b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY1
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
SATURATED SEED BED.
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDED 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
ENGINEER OF WORK
r ✓//J,a.-C
RA ND L. MARTIN
R NO 48670 EXP. 6/30/06
BENCH MARK
DESCRIPTION: BRASS OISC IN WELL MONUMENT
(S. D. CO. CONTROL PT.
R1800-288+89 EC)
LOCATION: ON EL CAMINO RE:AL, 2. 63 Ml.
NL 'y FROM lA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 311.41 NGVO 1929
"AS BUILT"
~--1Xa.L
RCE 46<.,70 EXP. c,C./'¥) foe, , J
3p01
DATE
REVIEWED BY:
~l/4~_ "'~1 ~-O~c..;'):Q ___ --~--·:::,-~C:ll""s=::___ o./o,fz,007
INSPECTOR -D'flrr CONSTRUCT/ON SITE ENTRANCES SHALL BE PER CALIFORNIA
STORMWATER BMP HANDBOOK, STANDARD TC-1
(WWW.CABMPHANDBOOKS.COM},MODIFIED AS FOLLOWS1
METAL SHAKER PLATES WILL BE REQUIRED AT ALL
LOCATIONS UNLESS SPECIFICALLY WAIVED BY THE
ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS.
t----+---f------------------1--->-----1---_j__ _ __J I S3ET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 3
THE ROCK SIZE SHALL BE 2" MINUS.
A FENCE, BARRICADE OR OTHER DEVICE APPORVED BY THE
ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT
CONSTRUCT/ON TRAFFIC TO THE CONSTRUCTION ENTRANCE.
DATE INITIAL
ENGINEER OF WORI REVISION DESCRIPTION
PRECISE GRADING AND EROSION CONTROL PLANS FOR1
VILLAGES OF LA COSTA
THE GREENS
TENNIS COURTS
APPROVED OY LLOYD B. HUBBS
A t1' -,.r;-"2 ~ <J/.;,o/,.. 5 CITY ENG/NEEFP' RCE EXP12/31 /05 ' r DATE
OWN BY: ___ _ PROJECT NO.
1---.=DAc::T,c.=E_c_::__IN°'IT,"'/A=.L -l----"°"=TE'--'-'l'-'Nlc:TIA::cl'--l CHKD BY: ~-~JlwR~--1
CITY APPROVAL RVWO BY: .JqZ PUD 02-12(B)
DRAWING NO. 7
1 427-4A OTHER APPROVAL
R: \0376\&:Eng\Prec I se Grodi ng\ Tenn Is Courts \0376pg03. dwg[ 0 ]Feb-16-2005: 10: 30 W.O. No. 2352-118
'052705
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