HomeMy WebLinkAboutDWG 406-3B; CT 02-24; LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13, 1.14; 01-20GRADING NOTES
(IN ADDITTON TO TH£ REQUIREMENTS OF CHAPTER 15. 16 OF TH£
CARLSBAD MUNICIPAL COD£.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH[ CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SU OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£
CARLSBAD MUNICIPAL COD[, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITTONAL 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 TH£ DEVELOPER OR ENG/NffR-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY
SUBMITTED TO THE CITY ENG/NffR FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTlnCA TE OF INSURANCE MUST BE FILED NAMING TH£ CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH[ INSURANCE
COMPANY WRITING TH[ POLICY MUST HAVE: A RADNG Of 'ti" AND A Sile
CATEGORY OF C/ASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE S[PARA TE
Pfl'!,//TS FROM TH[ BUILDING DEPARTMENT.
6. NO WORK SHALL B£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY TH[ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TH[ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BE[N ISSUW.
8. NO REVISIONS WILL BE MAD£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTW WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEU OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH[ PROPERTY OF TH£ CITY UPON B[/NG
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE R£VIS[D TO RffL[CT AS-BUILT CONDITIONS
BY TH£ ENGINEfR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE
CITY.
11. ACC[SS FOR FIR£ AND OTH[R EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJ[CT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS R[PORT COMPRIS[D
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CUR\'tS, SHALL B[ SUBMITT[D BY A PROFESSIONAL [NGIN[fR OF TH[ STAT£ OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL/[D SOILS
M[CHANICS. THE SOILS R[PORT WILL BE SUBMITTED TO THE CITY [NG/N[[RING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD ffSTS.
13. A SOILS COMPACTION R[PORT AND COMPLIANCE VER/FICA TION REGARDING
ADH[R[NC[ TO RECOMMENDATIONS OUTLINED IN TH[ SOILS REPORT IS REQUIRED
PRIOR TO TH[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL Bf DONE UNDER THE DIR[CTION OF A PROFESSIONAL [NG/NEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN TH[ FIELD OF APPLIED
SOILS M[CHANICS. ALL FILL OR FUTURE FILL AR[AS SHALL B£ CONSTRUCTED IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" tARTHWORK SPECIFICATIONS " ATTACHED TO TH[ PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL B£ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL 8£ H£LD AT THE SITE PRIOR TO THE
Ji[G/NNING. Qf__ YiQff.K_ANJ) SHALL_ 8£ ATJENQED BY ALL REPRESENTATIVES
R[SPONSIBL[ FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTH[R ASPECTS OF TH£ WORK TH£ CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH TH[ PERMIT CLERK (760) 438-3891 AT LtAST FIV[ (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST B£
AVAILABLE PRIOR TO SCHEDULING. TH[ GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSP[CTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL B[
MAD,C BY CALLING THE ENGINEERING 24 HOUR INSPECTION R[QU£ST LIN£ AT
(760) 438-3891. INSPECTION REQUESTS MUST 8[ RfC[IVED PRIOR TO 2:00 P.M.
ON ThE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
TH£ NEXT WORK DAY UNLESS YOU R[QU[ST OTHERW/S[. REQUESTS MAO[ 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 SAF[TY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLfLY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE S[CTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENG/NffR AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD[
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH[
[XCAVATION OF SUCH TR[NCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST B£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MOR[ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PIAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCJION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE COD(. THE PIAN SHALL BE PR[PARE;D BY A
,7EGIST£Rf0 ENGINEER AT THE CONTRACTORS [XP[NSE. A COPY OF TH[ OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL B[ P[RFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT W[LL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES AR[ DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OP[RATIONS WILL C[AS[ IMMEDIATELY, AND THE
P[RM/ITEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TH[ CITY
ENG/N[[R TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
tARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL B[ LIMITED TO TH[ PERIOD BETWEEN 7:00 A.M. AND
SUNSET tACH DAY, MONDAY THRU FRIDAY AND NO tARTHMOV/NG OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABL[ AT TH[ [NGIN[[R/NG D[PARTM[NT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH[
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL B£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
D[POSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR
SHALL 8£ RESPONSIBLE; FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREUS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO B£ GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON TH[ PLAN.
HUNSAKER
& ASSOCIATES
SAN D1£GO, INC.
PLANNING 10179 Huennekens Street
ENQNEERING San Diego, Ca 92121
SURVEYING PH(8S8)SS8-4SOO· FX(858)SS8-1414
24. ALL AREAS SHALL B[ GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL tARTHEN SWALES AND DITCHES SHALL HAVE A
MIN/MUM ON[ PERCENT SLOPE.
25. THESE PLANS AR[ SUBJECT TO A SIGNED AND APPROVED SET OF [ROS/ON
CONTROL PLANS. EROSION CONTROL SHALL B[ AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. TH[ SITE SHALL B£ LEFT IN A NEAT AND
ORD[RLY CONDITION. ALL STONES, ROOTS OR OTH[R DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY TH[ CITY ENGINEER.
27. ALL SLOPES SHALL B£ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRAD[
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS R[QUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJ[CT, DRAWING NO. XXX-X, 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 /RR/GA TION PLANS ANO TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH TH[ LANDSCAPE MANUAL TIM[ REQUIREMENTS.
30. STORM DRAIN PIP[ SHALL B[ REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BF
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE M[fTS ASTM STANDARD 3034 FOR
SOR J5 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A R[SULT OF TH[
GRADING OPERATION, IT SHALL B[ R[MOV[D WITHIN TWENTY FEET OF BUILDING
OR STREET AR[AS AND REPLAC[D WITH PROP[RLY COMPACTED SOILS. IN OTHER
AR[AS TH[ PIPE WILL BE PLUGGED WITH CONCRETE OR R[MOVED AS APPROVED BY
TH[ CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOV[ GROUND AND UNDER GROUND) WITHIN TH[ PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF TH[ 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
FACILITl[S AND SHALL COORDINATE TH[ WORK WITH A COMPANY REPR[S[NTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
AD[LPHIA CABLE COMMUNICATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
LEUCADIA WASTfWATER DISTRICT
34. PERMIT COMPLIANCE R[QUIREMENTS:
1-800-422-4133
1-800-660-7343
1-800-892-0123
(760) 438-7741
(760) 806-9809
(760) 4J4~2980
(760) 438-2722
(760) 753-0155
A. FOR CONTROLLED GRADING-TH[ APPLICANT HIR[S A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.Bf
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-TH£ FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGIN[ER VIA THE
PROJECT INSPECTOR /15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL R[PORT BY SUP[RVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP[ PLANTING
AND IRRIGATION AR£ INSTALLW IN CONFORMANC[ WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LEITER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMM[NDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE [XPANSIVE QUALITY OF TH£ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH[ SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANC[ WITH THE REQUIREMENTS AND
RtCOMM[NDATIONS OUTLINED IN TH[ PRELIMINARY SOILS REPORT
AND ANY SUPPLfMENTS THERUO.
(4) R[PORT WITH AS-BU/LT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1)
YtAR AFTER TH[ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE R[QUIRED
TO B£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH R[CH[CK.
36. TH£ SOILS REPORT TITLED VILLAGES OF LA COSTA "THE GREENS"
PREPARED BY GEOCON, JUN£ 25, 2001, UPDATED JULY 28, 2004, SHALL
8£ CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE WITH TH[ RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SI
213-112-02 04 05 06
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N /981 f 6252
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS I 1-30-97) AND FIELD SURV[Y BY O'DAY CONSULTANTS IN
APRIL, 2001. TOPOGRAPHY SHOWN HEREON CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS
PHASE I GRADING PLANS, PROJECT NO C.T. 99-03,
DRAWING NO. 397-2A
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. -397-2
CITY OF CARLSBAD DRAWING NO. -397-2A
CITY OF CARLSBAD DRAWING NO. -406-3
CITY OF CARLSBAD DRAWING NO. -406-JA
OWNERS/ PERMITTEES
JOHN LAING HOMES
61 BJ PAS[O DEi NORTE
SUIT£ 160
CARLSBAD, CA. 92009
(760) 448-3900
SHEET INDEX
SHEET I ffi
SHEET 2 -✓-· -,
SHEET -\_:_Z.~)
TITLE NOTES
KEY MAP, NOTES 8 DETAILS
PRECISE GRADING PLAN
EARTHWORK QUANTITIES ~---
\ (,,1!50CY . -& CUT,
FILL_.
EXPORT
REMEDIAL
0 CY \
'°' (,,1!5(] CY . r -~o cy-
* QUANTITIES SHOWN AR£ FOR BONDING ONLY AND
AR£ NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES, AND ARE BASED ON 50
CY /LOT, AS SPECIFIED BY THE CITY.
PRECISE GRADING AND EROSION CONTROL PLANS FOR WORK TO BE DONE
LA CO STA G REEN S 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.
NEIGHBORHQQD 1.11, 1.13 & 1.14i: ~:5:/::;~~:~:~T;ig;RDS.
/ -~ 4 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
MODELS tBU\ ~D our-' l 5: iiiTRi~°iJJ~;i~~~f;g~~i~i ~1. GJgffNu~NJ.TED JULY 28, 2004
OWNER'S CERTIFICATE
\ \
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,_________ __ -~ fr:.
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' VICINITY MAP
N. T.S.
CITY OF
SAN MARCOS
II
PROJECT
7---1-' 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~
~ DAT11'$/Z0d'/
SOILS ENGINEER'S CERTIFICATE
/, SHAN£ RODACKER, A REGISTERED CIVIL ENGINEER IN TH£ STAT[ OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN TH£ FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF TH[ SOIL CONDITIONS PREVALENT WITHIN THIS SIT[ WAS MADE BY M[ OR UNDER MY DIRECTION ON
JUN£ 25, 2001, UPDATED JULY 28, 2004. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF TH£ 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 SPECIF/CATIONS
SHANt RODACKER
R.CE. NO. 63291 EXP. DATE: 6/30/05
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WOR~ FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBL[ CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT
THE D[SIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJ[CT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD ODES NOT RELIEVE ME, AS ENGIN[ER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
F /RM: HUNSAKER R 45S0Cf.llifS
ADDRESS, IO I 79 HUENNEKENS AVE
CITY, ST. 1 SAN QIFGO CA
TELEP;_ E: (858 / 558-4500
BY -,J..f::'/}µ4,J:;.,.
1 RAYMOND L. IIARTIN
P.E. NO._. RCE 48670
EXPIRATION DA TE I J6;u(_,;i3:,,DILIOLL6'---------
BASIS OF BEARINGS
DATE, t• Irr/,,., '
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYTEM -1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN
DATUM OF 1983 (NAD83I, GRID BEARING BETWEEN STATION CLSB 153 AND .
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK ave BEGIN VERTICAL CURVE
EVC END VERTICAL CURVE
PVI POINT OF INTERSECTION
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
TW TOP OF WALL
BW BOTTOM OF WALL
RP RADIUS POINT
FL FLOW LINE
FS FINISHED SURFACE
ST STREET
RT RIGHT
N. T.S. NOT TO SCALE
CTB CEMENT TREATED BASE
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-D7. 7.
8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER AND RECLAIMED WATER SYSTEMS.
9. THE LEUCADIA COUNTY WAS7IWATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF SEWER SYSTEMS.
10. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 2003-311
DA TED DEC. 2, 2003.
11. SWPPP WDID NO. 9 37C328455 DATED JULY 1,' 2004, FOR 1.11 ct 1.13
SWPPP WDID NO. 9 37C328444 DATED JULY 1, 2004, FOR 1.14
12. SWMP AMENDED AUGUST 11, 2004
LEGEND
DESCRIPTION
DROPPED GARAGES ••
BACKFLOW PREVENTOR REQUIRED •• (SE£ NOTE 1 BELOW)
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION (FRONT)
LOT LINE
DEEPENED FOOTINGS ••
WATER LATERAL .,.,
SEWER lA TERAL •••
LOT NUMBER
3" PVC AREA DRAIN
5" NOS SPEE-D DRAIN (OR EQUAL}
STREET LIGHT •••
STORM DRAIN ,.,
EASEMENT
CONCRETE WALK FOR REFERENCE ONLY
GRADE; BREAK
CURB OUTLET PER SDRSD D-27
AIR CONDITIONER PAD
ENTRY WITH CONCRETE STOOP
DRY UTILITY CONNECTION
GRAVEL BAGS
FIBER ROLLS
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PERMIT
••• PER DWG NO 406-3 & 397-2
NOTE 1: TWO STORY HOMES MAY HAVE DUA WASTE
SYSTEM IF REQUIRED BY THE BUIL[fllNG OFFICIAL.
SYMBOL
* ~
P=/40.7
FF=/41.45
GF=140.7
rm
@
(§)
CD -------
181
I ' --. • • . •.•• ~ • • '1
1-il
□
◄
c:1,,0:,
STATION CLSB-070 AS SAID COORDINATES ARE PUBLISHED I
CARLSBAO SURVEY CONTROL NETWORK ESTABLISHED BY RECOR
MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO
RECORDER ON FEBRUARY 8, 2002. If, N 36°47' 12" W
N THE CITY OF
D OF SURVEY
LT
MVC
GF
LEFT
"AS MODIFIED VERTICAL CURVE f'LAI.JIJII-JC, Del°~THeuT" N"f'teoV.AL GARAGE FINISHED FLOOR
LEGAL DESCRIPTION
LA COSTA GREENS NEIGHBORHOOD /.II,/_ 13 B I_ 14
COUNTY FF FINISHED FLOOR VVw£c,:~\'vP~.;,00a. Qt>,~: 1~cqo+ OF DEEPENED FOOTING
£OP EDGE OF PAVEMENT <~ ueoi
IE INVERT £LEVA TION c11~ ..i. HOLZ.t-11u....e.ie-fl..<>.µJ1uc, 011e.ec.:rt:>,
FS FINISHED SURFACE ~ ~ a,..;-e.: t1 I s I otJ
RC[ EXP.
TG TOP OF GRATE
(-01~ I REVIEWED RY:
~1-11-1eµCl'..O e,r-, <;,t>,_ IN\/1\ Q\)~ESI:!~ AD TRACT NO. (~Uf" U,.b.l"'\f'. INSPECTOR TY OF SAN
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BUILT"
DATE
DATE
NO. 14543,
BEING A SUBDIVISION OF LOTS 11, 13, AND 14 OF CARLSB
99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DI
FEBRUARY 12, 2003 TOGETHER WITH PORTIONS OF AL/CANTE
GALENA AVENUE, AS DEDICATED TO PUBLIC USE.
EGO COUNTY,
ROAD AND
I SH~ET I CITY OF CARLSBAD is~Esr~,
ENGINEERING DEPARTMEN, __J 2.,0 ;0
NO. 48670
P. 6/30/0
ENGINEER OF WORK
~, ... I-!'~
RAOND L. MARTIN
rcrirjo't 7 DATE
R.C.E. NO. 48670 EXP. 6/30/06
7/10/0>:, ~I'-'!
4/4/os IU-M
4-/4-105 RLM
1/e,/04 f':L.H
DATE INITIAL
ENGINEER or WORI
~
PRECISE GRADING & EROSION CONTROL PLAN:, FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.11, 1.13 & 1.14
4 J ~
APPROVED LLOYD HUB_BS ~ ~ IQ'..vi= ~,-u,u c.,.u..our ,!;.m:,, ~-w
~/<;fc •I /3 ADD 2>ALcn..i-<.wALl-S ~ e,ux;";:, S!\Tc.Ll q" u l,c ,., c;.f'l """ J;.,; A .#/,V ~ -' _,.A '.-,_,,.,.. -
,z: ADD PI-/ASl:S 4 -13.0. 1'1tl'S 1t -'/.1) u,J,~,..,.:.,r C:.lh ,. CITY ENGINPFR RCE U/.38B9 EXP.12/31/0 • DATE
I/\ ADD PM%$ 1-3 . ,.,. ~,-_,.,.._... .,. ~ '/3,,_, ~
DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE ITIAL CHKD BY: JLfZ. CT 02-24 / PUD 02-12 406-3B REVISION DESCRIPTION J/J.. OTHER APPROVAL CITY APPROVAL RVWD BY:
R:\0330\&Eng\Precise Grading\MODELS\0330PGD1 .dwg[ 2070]0ct-12-2004: 11 :13 W.O NO 2341-1B
-i;us·'':F''" •~a
021005 i
120904
060105
....
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PlATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. PlANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
3. FRONT, REAR ANO SIDE YARD DIMENSIONS SHOWN ± ARE APPROXIMATE.
4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY lAYOUT ANO DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S PlANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE
AND RIGHT OF WAY. (SEE DETAIL)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO BE APPROVED COMPACTED FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD.
11. CONTRACTOR TO PROV/OE TEMPORARY SANITATION FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 ' TO THE HORIZONTAL, EXTENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE. ETC.
13. FRONT WALK PER lANOSCAPE PlANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUNO
ELEVATION AT HOUSE LINF UNLESS OTHERWISE SHOWN.
16. DURING HOUSE lAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PlANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE lANDSCAPE PlANS.
18. ALL PVC DRAIN LINES SHALL BE 2," SOLID WALL (UNLESS OTHERWISE NOTED),
SCHEDULE 80, 1% MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-0 BASIN
OR FD/JAL. ALL DRAINAGE INLEJS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS 012424-24 • SQUARE CONCREJE CATCH BASIN WITH MEJAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1. 0 % SLOPE.
21. ELEVATIONS ON THIS PlAN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE HUNDREDS
PlACE BY 100. 00 AS APPLICABLE. IE. 51. 00 = 151. 00
22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS:
FRONT YARDS = 15 FEET MIN/20 FEET AVERAGE
REAR YARDS 20 FEET
SIDE YARDS = 14 FEET/5 FEET MIN (20% OF LOT WIDTH OF
MINIMUM STANDARD LOT SIZE, 70', PER MASTER PlAN)
23. SEE SOILS REPORT DATED JUNE 25, 2001 AND UPDATED JULY 28, 2004, PREPARED BY GEOCON.
24. FOR ROUGH GRADING PlANS ANO SPEC/FICATONS SEE CITY OF CARLSBAD OWG. NO 406-JA
25. STREET, CURB, &: PAD ELEV/jTIONS ARE PER EXIST. PlANS & SHOULD BE VERIFIED IN THE
FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK
AT (858) 558-4500.
26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DAffD 03/29/04
27. DRIVEWAY PAVING MATERIAL TO BE 4• P.C.C. MIN.
28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
29. SEWER ~-CLEAN-OUTS ARE PER LEUCADIA WASTEWATER DISTRICT.
30. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED
BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION
SHALL DISCHARGE THROUGH THE BACKWATER VALVE.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SPENCER FORD 760-802-6556.
2. EQU/PME.NT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. DFVICES SHOWN ON PLANS ,HALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAi
OF THE ENGINEER/NG 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 N?OUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACt OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END Ot 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 MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES 190% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 o,-
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
DR/\IEWAY APPROACH
r··---
6. -8• ABO\/!:'
STRAIGHT GRADE
--I I
\_ G-IRAG£ SIAB
511WGHT GMD£ fflOI./ BACK OF ------DRI\IEWAY APPROACH TO GARAGE Su.B.
NOTE:
1) TH£ MAXIMUM DRIVEWAY SLOP£, MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRIVEWAY. SHALL BE 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY JOHN IA/NG HOMES PROJECT MANAGER.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXC££DS 10~ INCORPORATE VE:RTICAJ..
CURVE TRANSITIONS AS SHOWN. THIS "ROLL• IN TH£ DRl\tcWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VE:HICLES AND TO MAKE THE ORNE
MORE PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NTS
HUNSAKER
& ASSOCIATES
SAN DIEGO, IMC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· fX(858)558·1414
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REOUIRED 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 VERTICAL) OR STEEPER
WHEN THEY ARE:
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEO/A TE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR SffEPER AND THAT ARE.·
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROV/0/NG 100%
COVERAGE.
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 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 GROW1H OF THE HYOROSEEDED GROWTH.
C. 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
•· J lbs. PER ACRE OF ALYSSUM (CARPU OF SNOW)
f. I /2 lb. PER ACRE OF 0/MORPHOLECA
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 RESIDENT/AL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WIT// A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY OR/I.LING' OR
BROADCAST/NG BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/ff IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PAR/; FOR
HYDRAULICALLY APPLIED FIBER MATER/AL. 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.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
E.
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PlANT/NG BY:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY lANOSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANOSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
HOUSE
F.F.
6" MIN.
PROPERTY LINE
FENCE
f--f--·I' MIN.
5' .J' MIN.
1' MIN. +~-HI
6" MIN.
q_ SWALE
2% MIN. -21% MAX.
SIDE YARD DETAIL
NTS
5' MIN. HOUSE
F.F.
/
KEY MAP
SCALE· 1 "=200'
PROJECT BOUNDARY '
LOT LINES
3 LOT NOS.
~ SHEEr;,_,No:··•1 ,
/
PROJECT
BOUNDARY
13 12 11 10 9
16 ?
1 jL
SIGHT DISTANCE TRIANGLE
(2.5' MAX. HEIGHT OF ANY OBJECTS,
VEGETA noN, SLOPE & ETC.)
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
ENGINEER OF WORK -
/ . Y/JAL
~OND L. MARTIN
• NO. 48670 EXP. 6/30/06
/~L DATE
MODELS
PRODUCT1 .
0
\
200 400
SCALE 1 "= 200'
PROJECT
-· BOUNDARY
5' 7.5' MIN
600
I '
1-
VARIES 3' MIN VARIES 2' MIN
BLDG PAD ELEV.
• 2:
<O ':,
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENED FOOTING
WHEN REQ'O
SECTION C-C
I
ff
A
B
PL
~1 r_ B ~i
1%
<
lf2 MIN. ~ i 1i
5 11-i: 11-i: --
A
C
5'
CURB
NOTE: SIDE SLOPE RA TIO VARIES
4' AND UNDER ARE 1.5: 1 &
OVER 4' ARE 2: 1.
C
NO MOUNDING
IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE
SWALE & NOT TO EXCEED FINISH PAD ELEV.)
GRAVEL BAGS (TYP.)
TYPICAL LOT EROSION CONTROL DETAIL
NTS
0'. '
2" MIN ,---''~,,i,. :;;,,;_~
4" A<r..lX +------'<,;,/_
12" MIN'
FIBER ROLL
N.T.S.
5' 7.5' MIN.
VARIES 5' 3' MIN
6" MIN.
FIBER ROLL 8" MIN
WOOD STAKE
3/4" X 3/4"
MAX 4'
SPACING
MUDS/LL
~ 2% t,IIN.
21% w,x.
PL
2
:::] 1
SECTION A-A
L 4' EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT ANO LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
12"
EXISTING GROUND SURFA':E
SECTION 8-8 H IN FEET L IN FEET
I SH~ET I
RCE
REVIEWED BY:
INSPECTOR
0'-5' -
5'-20' 2.5'
20'-40' 5'
OVER 40' 1 o'
SLOP£ ROUNDING DETAIL
(OOES NOT APPLY TO SIDE
SLOPES BETWEEN RE:SIDENTIAL
UNITS)
"AS BUILT"
EXP. DATE
DATE
CITY OF CARLSBAD SH,EE~ -~
ENGINEERING DEPARTMENT 2.0
PRECISE GRADING & EROSION CONTROL PLANS FOR:
LA COST A GREENS
NEIGHBORHOOD 1.11, 113& 114
MODELS -(BUILDOU1)
APPROVED LLOYD HUBBS QY' I /.
4/4-/0S RLM :z; AW F'l-lA"'6 .1-e,.o. 4/,s/og S!.! .At?W
A 6,cf';/7. 1-er,:..{ I~ ~ •'i
CITY ENGINEE6CE 2J 9 EXP.12ZJIL05~~--DATE
i/8/04 RLM I .I.DO Pl-I-A <;e S I -3 "' I .. -1,. <:. 'l1 1131/ef • -DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE II TIAL CHKD BY: ...J.!.{Z, REVISION DESCRIPTION RVWO BY: JL~ CT 02-241 PUD 02-12 406-3B
ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL
R:\0330\&Eng\Precise Groding\MODELS\0330PG02.dwg[ 2070]0ct-12-2004: 11 :14 W.O NO 2341-18
021005
120904
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 1017C:I Huennekens Street
ENGINEERING San D~go, Ca 92121
SURVEYING PH(8S8)558-4500· FX(858)558-1414
' '
' . ' ' .
i ;
•
i :
I
I
\
MODELS
NEIGHB
LDT 20
0 20 40
SCALE 1 "-20'
-PRODUCT 1
ORHOOD 1.14
ENGINEER OF WORK
• ·~ L~,L r(J/4-'df( 4/4 /pS ~ "' ADP P!+A~i,,S 4-~ 0
1/s/04 RLM 111 \ Aro PI-IA$EcS \ -3
DATE INITIAL :r.; ONO L. MARTIN 7 DATE REVISION DESCRIPTION
C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WOR
'120904
60
"AS BUILT"
DATE RCE EXP.
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD L i, ~ ~J-1 E_ETS
ENGINEERING DEPARTMENT 2...0 -:h • --PRECISE GRADING & EROSION CONTROL PLANS FOR:
LA COSTA GRERNS
NEIGHBORHOOD 1.11, 1.13 & 1.14
MODEL LOTS 1-3
APPROVED LLOYD HUBBS SY 1
I'-< \ t"}o,,,... son . /4 :6 e-rx: 4 · · · 1/~o., CITY ENGINEERP"RCE 2.-~H9 EXP. 17'J1 /05 ____ DATE
¼ ( I <,-./fl(. c.r, /~~ :,(j~ ~
.. DWN BY: PROJECT NO. DRAWING NO •
DATE INITIAL DATE l~ITIAL CHKD BY: ::Ju<-CT 02-24 / PUD 02-12 406-3B
OTHER APPROVAL CITY APPROVAL RVWD BY: :J t-r
R:\0330\&Eng\Precise Grading\ "10DELS\0330PG03.dwg( 2070]0ct-19-2004:15: 16 W.O NO 2J41-1B
40 60 ~----
SCALE 1"=20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)S58-1414
256,69'
L01 128
MODELS -PRODUCT 2
NEIGHBORHOOD 1.13
ENGINEER OF WORK
? 1..Y/J..J-~N~ L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/06
/o/;r/4v ~ 1 DATE
/ '
I ,
,· ' I ;
I I i
l
"AS BUILT"
DATE RCE ____ EXP.
REVIEWED BY:
INSPECTOR DATE
l---+--+-----------1-----l--___ji-------i------11 SH4EET I CITY OF CARLSBAD SHEETS
~;;:;:_;~;::;:~;=E~N::::G~IN~E~E~Rl~N~G=D~E~P~AR~T~M~E::NT~~::::;'.~:;;2.,~0"
PRECISE GRADING & EROS/ON CONTROL PLANS FOR:
1----+--+--------------l-----l------l-___j'-----f LA COSTA GREENS _.._
4/4 o"=' l"tw-1 I /!j
4111 oB R\.-M I /z;
l ~/04 RL.M I /i\
DATE INITIAL
ENGINEER Of WOR
AD'D eA-L-CO~'( 'i RE-TAIMIN'-WALL (; ) II o, S,.O
ADD PH-ASE'S 4-e.o. ,.,,,,,----«.,CJ
ADD Rlt!.Ses 1-3 '
DAT!:.: INITIAL
REVISION DESCRIPTION OTHER APPROVAL
1 ... ~ . -~
,. ., . . .. . "M,!_
D~TE 11'1TIAl.
CITY APPROVAL.
NEIGHBORHOOD 1.11, 1.13 & 1.14
MODEL LOTS 127-129
APPROVED LLOYD HUBBS Qr ~ ---,,,,_ ,..-,,,,:_;:,_~~~~ ,1/9,lolJ
CITY ENGINEEW RCE ~~~~ EXP. 72/37/05 ~ DATE
OWN BY:_=~-
CHKD BY, ~J~i.tc;,__
RVWD BY: Jt..f?
PROJECT NO.
CT 02-24 / PUD 02-12
DRAWING NO.
406-3B
R:\0330\&Engi\Precise Grading\MODELS\0330PG04.dwg[ 2070]0ct-19-2004:15:1 7 W.O NO 2341-18
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH(858)SS8·4S00· FX(858)558·1414
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PHASE 1 -PRODUCT2
NEIGHBORHOOD 1.11
ENGINEER OF WORK
~Y-2.ac-L RAY DL.MARTIN
R.C.E. NO. ,ss?o EXP. 6/30/06
I !
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4./4/0'=> RLM
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"AS BUILT"
DATE
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INSPECTOR DATE
I SH;ET I CITY OF CARLSBAD SHEET$
zo ENGINEERING DEPARTMENT _,_
PRECISE GRADING & EROSION CONTROL PLANS FOR:
LA COSTA GREENS NEIGHBORHOOD 1.11, 1.13 & 1.14
PHASE 1 LOTS 87-92
APPROVED LLOYD HUBBS dY I & 4 r r¢ . ;,, .-< l:fljoS"
CITY ENGINE~89 EXP.12/31/0~ DATE
OWN BY: ___ _
CHKD BY: ___ _
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PROJECT NO.
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406-3B
R:\0330\&Eng \Precise Grading\PHASE 1 \0330PG05.dwg[O]Dec-07-2004: 14;4 7 W.O NO 2341-18
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PRECISE GRADING & EROS/ON CONTROL PLANS FOR: L.!:.:.
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PHASE 1 LOTS 83-86
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ENGINEER or WORK
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REVIEWED BY:
INSPECTOR DATE
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FOR:''&
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PHASE 1 LOTS 8-13
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R.C.E. NO. 48670 EXP. 6/30/06
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RCE EXP.
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD C"UC-ETS
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ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR: ~!:.l
LA COSTA GREENS
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PHASE 1 LOTS 93-96
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PHASE 2 -PRODUCT 2
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NO. 48670
EXP. 5/30/
ENGINEER OF WORK
LOT 111
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DATE RCE ____ EXP. ___ _
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INSPECTOR DATE
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PHASE 2 LOTS 101-110
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. 021005
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PHASE 2 LOTS 37-41
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INSPECTOR DATE
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PRECISE GRADING & EROSION CONTROL PLANS FOR: ~
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PHASE 2 LOTS 53-57
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HUNSAKER
& ASSOCIATES
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PLANNING 10179 Huennekens Street
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R.C.E. NO. 48670 EXP. 6/30/06
DATE RCE EXP. ___ _
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INSPECTOR DATE
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PHASE 3 LOTS 62-66 & 79-82
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DATE INITIAL
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DATE INITIAL
OTHER APPROVAL CITY APPROVAL
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R:\0330\&Eng\Precise Groding\PHASE 3\0330PG12.dwg[ 0]Dec-07-2004: 15:38 W.O NO 2341-18
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SAN DIECO, INC
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DATE INITIAL DATE INITIAL
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