HomeMy WebLinkAboutDWG 403-3A; SDP 01-05; CALAVERA HILLS VILLAGE Y; 01-07GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRfVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS sa OF PLANS.
2. APPROVAL OF THIS PLAN DOfS NOT LfSSEN OR WA/\lf ANY PORTION OF THE
CARLSBAD MUNICIPAL COD[, RfSOLtmON OF CONDtnONAL APPROVAL, C/1Y
STANDARDS OR OTHER ADDtnONAL DOCUMENTS USTfD HEREON AS THfY MAY
PERTAIN TO THIS PROJECT. THE [NG/NEER IN RfSPONSIBI.E CHARGE SHALL
REVISE THfSE PLANS WHEN NON-CONFDRW.NCE IS DISCOVERED.
J. crrr APPROVAL OF PLANS DOfS NOT RELIEVf: THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTfD TO THE CfTY 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 /SSUANC[, A
CER11FICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. I!1f INSURANCE
CQ/r/PANY WRmr,•G THE PQLICY MUST HAYE A RATING OF /I AND A SIZE
CATEGORY Cif CLASS Y AS ESTABLISHED BY 'BE$15' KEY RATING GUIDE,
5. UNLfSS EXEMPTfD BY SEC110N J01.(b)5 OF THE UNIFORM BUILDING COD[,
RfTAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHA/ '-BE COMMENCED UN11L ALL PERMITS HAVE BEEN OBTAINED FROM
THE crrr AND OTHER APPROPRIATE AGENC/fS.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UN11L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAiNED AND A VAUD GRADING PERMIT HAS BEEN ISSUED.
B. 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 SHEU.
,. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE crrr UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIG/HAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDtnONS
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 CONSTRUC110N.
12. WHERE TRENCHES ARE WITHIN crrr fASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMltrtD BY A PROFESSIONAL fNG/NEER OF '1HE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT 'NILL 8£ SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLE110N OF FIELD TESTS.
IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERfNCE TO RECOMMENDATIONS OUTI.INED 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
STA TE OF CALIFORNIA PR/NCI PALLY 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 SPECIFICA110NS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTfD TO THE
PROJECT INSPECTOR.
14. A PRECQNSTRUCTIOfl MmJNG SHN.J, BE; H{LD AT THE SITE PRIOR TO THE
nEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVfS
RESPONSIBLE FQR CONSTRUCTION INSPECTION, SUPERVISIDN, TESTING AND ALL
QMR ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760) 4J8-J891 AT LfAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. TH[ GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MIT11NG.
1 S. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTIQN MEETING WILL BE fjj~ '[~~~1~ T!/M!#b%[Wf:'!M4 HOUR INSPECTION REQUEST UN[ AT ___ ~=------!__ -·-___ JS 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 UNLfSS YOU REQU[ST OTHERWISE. REQUES1S 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 SAFfTY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBr.£ FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMlmNG
A DfTAIL PLAN TO THE crrr 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
cXCAVA110N OF SUCH TRENCH OR TRENCHES OR DURING THE: PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRfNCHfS FIVE FEIT (5') OR
MORE IN D£PTH AND APPROVED BY THE CITY ENGINEER AND/DR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFE1Y ORDERS. T[LE B
CALIFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION P[RMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UN11L A VALID BLASTING PERMIT HAS BEEN
OBT41NED FROM THE CITY OF CARLSBAD. SUBMIT APPLICA110N FOR BLASTING
PcT: . .iiT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA110NS.
19. IF ANY ARCHAFQlQGICAL RESOURCES ARE DISCOVERED W[HIN ANY WORK AREA
DURING CONSTRUCTION, DPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTfE WILL NOTIFY TH[ CITY fNGINEER. OPERATIONS WILL NOT R[START
UNTIL THE PERMITTEE HAS RECEIVED WRITTfN AUTHORITY FROM THE CITY
ENGINEER TO DO SD.
20. JILL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, R[PA/R, ARRNAL, D£PARTURE OR OPERA 110N DF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION [QUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BEJWEEN 7:00 A.M. AND
SUNSfT EACH DAY, MONDAY THRU FRIDAY AND ND EARTHMOVING OR GRADING
OPERA110NS SHALL BE CONDUCTED DN WEEKENDS OR HOLIDAYS. (A LIST OF crrr
HOLIDAYS rs AVAILABLE AT THE ENGINEERING DEPARTM[NT COUNTER.)
21. ALL OEf-S/TE HAUL ROUTES SHN.J, BE; SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 1WO FULL WORKING DAYS PRIOR TO BEG/NN/NG OF
1ffJBK,
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE:
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGIN££R. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TRE£S ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
II HUNSAKER & ASS,OCIATES
SAN DIEGO, INC.
PLANNINC • ENGINEERING • SURVEYING
1U17Y Huennekens St ■ Suite 200 ■ San Die110, CA 92121 ■ PH: (858) 558-4500 • FX: (858) 558·1414
I •
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER rs NOT PERMITTED. ALL EARTHfN SWAL[S AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SU8.JECT TO A SIGNED AND APPROVED sa OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE crrr ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMM[D 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 crrr ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSE[DED
WITHIN TEN (10) DAYS OF THE TIME WHfN i:ACH 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 ND. 390-BL AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSUR[ THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE: LANDSCAP[
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCDRDANC[ WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRNATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
U11UZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SDR JS SOLJD WALL PIP[.
31. WHERE AN EXIS11NG PIPE LINE rs TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEIT OF BUILDING
OR STREET AREAS AND REPLAC[D WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL 8£ PLUGGED WITH CONCR£TE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITTES
(ABOVE GROUND AND UNDER GROUND) WITHIN TH[ PROJECT SITE sumcrEN11.Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT ,s
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. TH£ CONTRACTOR SHALL N011FY AFFECTED UTILfTY COMPANIES (SE£ BELOW) AT
LfAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-41JJ
SDG&[ (619) 696-2000
PACIFIC BELL 1-800-750-2355
ADELPHIA CABLEVISION 1-800-626-6299
crrr OF CARLSBAD(STREETS & STORM DRAIN) (760) 267-3777
CARLSBAD MUNICIPAL WATER DISTRICT (760) 839-4681
34. PERMIT COMPLIANCE REQUIREl,/ENTS:
A. FQR CONTROLLED GRADING-THE APPLICANT HIRES A CML ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL COD£.
B. PRIOR TO FIi/AL APPROVAL OF A GRADING PERA/IT-THE FOLLOWING
REPORTS MUST BE SUBMITTfD TO THE crrr ENGINEER VIA THE
PROJ[CT INSPECTOR {15.16.120 A. 10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL R[PORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH crrr
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 CAPACIT/fS, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUD[ A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH TH[ REQUIREMENTS AND
RECOMM[NDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY £NGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE R£SUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED, "UPDATE OF GEOTECHNICAL REPORT, CALAVERA
HILLS, VILLAGE "r~ CITY OF CARLSBAD, CALIFORNIA, " PREPARED BY
GEOSO/LS, INC. DATED OCTOBER 20, 1999 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.
PROJECT LOCATION
ASSESSORS PARCEL NUMBERS, PORTION OF 168-040-29 8 168-050-27
SOURCE OF TOPOGRAPHY
SAN-LO AERIAL SURVEYS DATED JANUARY 11, 1999.
REFERENCE DRAWINGS
40.3-3
309-9
309-9A
IMPROV£ME:IIT PLAN
IMPROVEMENT PLAN FOR COLLEGE BLVD
MASS GRADING PLAN
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
ST STREET
RT RIGHT
LT LEFT
FS FINISHED SURFACE
N. T.S. NOT TO SCALE
7W TOP OF WALL
TF TOP OF FOOTING
TB TOP OF BERM
FG FINISHED GRAD£
IE INVERT ELEVATION
\....._ CITY OF OCEANSIDE r -
-CITY OF CAL /
I DR.
'
LAKE
CAL.-,\IERAS i
~ RQ-,.s; .... • PROJECT SITE
c~,~-,.,.$~~c.---'-
,,
VICINITY MAP
NOT TO SCALE
OWNER'S CERTIFICATE
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 STABILITY OF THIS SITE.
Y'>-~-¢ TCH~ PROJECT MANAGER t/_ I'_
'Z .z.t/.()3
DATE
SOILS ENGINEER'S CERTIFICATE
I, DAVID W S/(ElL~ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE tIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDmONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES OF OCT. 13, 1999 AND OCT. 20, 1999. TWO COMPLETE COPIES
OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED
TO THE omcE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THES£ GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE: BEEN INCORPORATED
IN ;rr;::LAu/FICATIONS 2---7__ $ ~ O > ~?£:~{ .. if,: \
s~ DATE «'!Ij'f.:.i'·· \ .;'\l. 1'.n t 'f. UJ j\' ..,,,,,.,. l,t"•,~ \ '; -: R.C.£. EXP. DATE: vc.C. .:, I '2.0 o / 1 '" .•c· :''t f,''1 i " 1 . \~XJ). ,~ ~• ~J:i· k j
•oECLARATION OF RESPONSIBLE CHARGE" ~~;_~£,\:JI:,,,,;.{-;/};/; .. ( \ ' " "•.:;,>"..... ·t-:.;N\:~;:,r 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, ANO 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 ENG/NE'ER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM· HI/N54/<f'R a ASSQCIATFS
ADDRESS, /0/79 HUENNEKfNS AVE
CITY, ST., SAN D/EGQ CA
::~~',:i-~c RAYMOND L. MARTIN
P.E. NO., RCE 48670
E:XPIRATIOII DATE:, _.6.,_J,,.3D..,J_.,014 _______ _
OWNERS / PERMITTEES
CALAVERA HILLS II, LLC
2727 HOOVER AVENUE
NATIONAL crrr, CA 91950
(619) JJ6-J67J
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN IS SI TUA TED 111 THE: STATE OF CALIFORNIA,
COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS,
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILmES, 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, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE: PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE
WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCT/ON, AS DIRECTED BY TH£ CITY ENGINEER.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
1.
2.
3.
4. CITY OF CARLSBAD PLANNING COMMISION RESOLUTION. i>lfTED 7 /r,/ oz 1 NO. 5233 ct 5234 AND CITY COUNCIL RESOLUTION NO.
2002-269 DATED SEPT 10, 2002.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC.
DATED OCTOBER 20, 1999
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE: CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION STANDARDS N/A
5.
6.
7.
8.
9. TH£ CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER, SEWER AND RECLAIMED WATER SYSTEMS.
10. FINAL PROGRAM EIR 98-02
DESCRIPTION
PROJECT BOUNDARY
RIGHT OF WAY
EASEMENT LINE:
EXISTING STORM DRAIN
STORM DRAIN (PRIVATE)••
LEGEND
STD. DWG.
TYPE 'B' CURB INLET-• D-2
PRIVATE CATCH BASIN••
BROW DITCH 0-75
PROPOSED SPOT ELEVATIONS
EARTHEN SWALE
DAYLIGHT LINE
SLOPE EMBANKMENT (2:1 MAX.) CUT/FILL
PUBLIC lfTILITY EASEMENT
EXISTING CONTOUR
FINISH CONTOUR
SOUND WALL••
RETAINING WALL•• C-4
TYPE G-2 CURB & GUTTER•• G-2
TYPE G-1 6" CURB,. G-1
CUT/FILL LINE
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PERMIT
SHEET INDEX
SYMBOL
--181
---30□---
·000000000000 ·
QUANTITY
1,600 LF
1,354 SF
SHEET I
SHEET 2
SHEET 3
SHEET 4
SH££T ,
SHEET 6a7
TITLE NOTES
KEY MAP 8 NOTES
DETA /LS
BENCH MARK
GRADING PLAN
EROSION DETAIL SHEET
EROSION CONTROL PLAN
EARTHWORK QUANTITIES*
CUT:
FILL:
EXPORT
REMEDIAL
14,683 CY
9,836 CY
4,847 CY
0 CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE DF EL CAMINO REAL AT
ENGINEER"S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68. 4 79 DA TUM: NGVO OF 1929
ENGINEER OF WORK z . o?' / -4.L
R,9'/vfONO L MARTIN
RCE NO 48670 EXP. 6/30/04
.,A/4.3
DATE
BEING A PORTION OF LOT "D" AND E", OF TH£ RANCHO AGUA H[DIONDA, IN
THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO TH[ PARTITION MAP THEREOF NO. 823, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAID COUNTY ON NOVEMBER 16, 1896.
ALSO BEING LOT 3 OF CITY OF CARLSBAD CT 00-02 PER MAP 14541 FILED ON
2-12-02.
CARLSBAD MUNICIPAL
WATER DISTRICT
PLANNINGDEPARTMENTAPPRO~L
Li,.:/1_,,, ·:' I' ··ii(),,. DATE:~/1z,k)3
BASIS OF BEARINGS
T!-!E BASIS OF BEARINGS FOR THIS MAP IS THE
MOST EASTERLY COURSE OF THE NORTHERLY
BOUNDARY OF THE LAND SHOWN ON R. OF S.
9336, IE N 89"19'35" E
IMPORTANT NOTICE ·
SECTION 4218/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT /DENT/FICA TION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING OA\'S BEFORE YOU DIG
(S r_;
~~~~ ~~-, ROBEi?T J. OJCIK ~ 3j59s DA
DEPUTY CITY ENGINEER EXP. 6/31/06 .
lllCHAEL J. HOLZd PLANlffilG Doox:TOR
~'S -DATE:5j;Z-/03 ( l(J )
RECO~ED BY: _&~~~
RE'VIEWE'D BY:
Ge. .. '
MSPECTOR
~ CITY OF CARLSBAD : SHECTS I t---+---1-----------------t---t-----t---t-----J L_!__J ENGINEERING DEPARTMENT 7
t--~t---+-------------------1---1---t----1----1
DATE' INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DA TE: INITIAL DA TE: INlnAL
OTHER APPROVAL CITY APPROVAL
ROUGH GRADING & EROSION CONTROL P AN FOR
CALA VERA H1.Ll .. S
VILLAGE "Y"
APPROVED LLOYD B. HUBBS _tr/"
6tf<t'1'g~ ~J#J I cITY ENGIN RC£ Exe12 731 Zan DATE
OWN BY·--=.,----
CHKO BY: -~'":,i
RVWO BY.· U/-...._
PROJECT NO. DRAWING NO.
SDP 01-05 403-3A -·------
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Alf) BASE
12'
2% -
RED BLUFF PLACE
4.5' 3'
2% -
NOT TO SCALE (P..,.,.-Dt. A-~)
tJ0.5' GENERAL U71LITY AND ACCESS £SI.IT.
CURB AND
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2%
40'
CURB (TYP.)
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A.C. PAVfMENT
AND BASE (TYP.) SIDEWALK
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TYPE OF MATERIAL
RED BLUFF PLACE
NOT TO SCALE CP-.n-1Jo< A·~>
5' J'
69'-79' GENERAL U71LITY AND ACCESS ESMT.
J' 4.5' 15'/20' PARKING 12' 12· 15'/2Q' PARKING
"APPLE HILL PLACE", "CLEAR CLIFF COURT", "RED BLUFF PLACE"
'VALE BLOSSOM COURT", "RIM CIRCLE" (-p.,..,. u .... A-1, A-Z, A·3, c,.,. c. ')
NOT TO SCALE
PL
10·
4.5' TYP.
,, , I
8' MIN 1.5
6" TYPE: G CURB
GUTTER (TYP.)
_a.
102' ROW
9' 9•
41'
J2'
EJIHANCED MEDIAN
PAVEMEJIT
8" TYPE B-1
MEDIAN CURB
,r
5.5'
TYP.
VARIES PER PLAN Ho.5' (TYP) PCC SIDEWALK
5" AC PAVfMENT OVfR AGGRE:GATE
BASE: THICKNESS TO BE DE:TERMINE:D
BY R-VALUE TES73 CONDUCTED PER
STREE:T NOTES NO 1 (6" MIN)
COLLEGE BLVD
NOT TO SCALE
PER DWG. 390-9
PL
10'
k I, :oc?-_,
1.5 1-5 '1• Ml~ ~
VARIE:S PE:R PLAN'+
"' ,_ / " --', ........... ___ ---
I////
//
111 111 /II/ I II 11 /' . /,//
\\ , JI KEY MAP /// // / / ///
SCALE:: 1" = 60'
HUNSAKER & ASSOCIATES
S A N DIEGO, I N C .
PLANNING • ENGINEERING • SURVEYING
10171:1 Huenneken~ St. • Suite 200 • San Diego, CA rm21 • PH: (8SB) 558-,4500 ■ FX: (858) 558-1414
eo 120 180
SCALE 1"-60"
NOTES:
1. '9' INDICATES ELEVATION AS SHOWN ON PLANS.
2. MINIMUM UNDERCUT IS 3' FOR PADS AND PARKING, AND 1'
BELOW LOWEST UTILITY (INCLUDING SEWER LATERALS TO BUILDINGS
48" DEEP}. ADDITIONAL UNDERCUT AND OVER BLASTING FOR
UTILITY MAY BE REQUIRED, PER SOILS ENGINEER
RECOMMENDATIONS IN FIELD.
KEY MAP LEGEND
ENGINEER'S SPECIAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
CONTRAC7VR IS RESPONSIBLE: TO NOTIFY ENGINEER OF WORK WHENfVfR THESE
PLANS Sffil UNCl.fAR. THESE NOTIRCATION SHALL 8£ IJADE sumCIENTLY IN AfJVANCE
OF CONSTRUCTION TO ALLOW THE: ENGINEER OF WORK ADEQUATE TIME TO RESPOND.
ONLY GRADING AND PRIVATE DRAINAGE FACILmE:S AR£ APPROVfD ON THIS GRADING
PLAN. ALL OTHER FfATURE:S ARE SHOWN ONLY FOR INFORMATIONAL PURPOSES.
RETAINING WALLS ON 71-IESE PLANS ARE SHOWN ONLY AS SUPPLEME:NTAL
INFORMATION. A SE:PARATE PERMIT AND INSPECTION WILL Bf REQUIRED FROM THE
BUILDING DEPARIME:NT FOR ALL RETAINING WALLS SHOWN HEREON.
THE ENG/NffR OF WORK IS NOT RfSPOIIS/81.£ FOR GRADING OPERATIONS OR GRAIJING
WORK DO/If. THE COIITRAC7VR IS Sot£1.Y RESPONSIBLE.
THE SOILS REPORT A/ID ALL THE SUPPLEMfl/TS THE:RfOF ARE IIICORPORATm IIITO AllfJ
MADE: A PART OF THIS PLAN. ALL EARTHWORK OPERATIONS SHALL Bf CONDUCTED
UNDER THE: INSPECTION OF A QIJAI.JF1£0 SOILS ENGINEER OR HIS RfPRESENTA17Vf.
REGISTERED Ill THE STATE OF CALIFORNIA TO PERFORM GRADING INSPECTION WORK.
DEVIATIONS Ill THE EXISTING ELEVATIOIIS SH0'/111 HEREON MAY E:XIST AT THE TIIIE: OF
CONSTRUCT/OIi. CONTRACTOR SHALL VfRIFY EXISTING E:LEVATIOIIS OF TH[ GROUND
AT THE: DAYLIGHTS LINES, A/ID NOTIFY TH[ EIIGINEE:R OF WORK OF ANY DEVIATIONS
SUmc/EI/Tl.Y Ill ADVANCE OF 11/f GI/AD/NG '((()fll( 7D ALLOW FOR MODIFICATION OF Tl/ES£ PW/5.
THE OWNER, DEVfLOPER OR P£lll,fffT££ OF THIS PROPflflY IS ,IDV/SED, THAT TH£ FINISHED
LOT OR PAD CREA1ED 1,/AY OR MAY IIOT BE COMPLETELY SUITABLE FOR THE USE H[
OR SHE INTENDS, AND IS ADVISED TO OBTAIN SUITABLE: SOILS AND/OR STRUCTURAL
ENGINEERING ADVICE Ill COIIN£CTIOII WfTH ANY FUTURE SPEC/RC PROSPfCTIVE: DEVE:LOPl.lfllT.
THE STORM ORA/II SYST£M REFfR£IICED ON 1HESE: PlAIIS A/ID PER THEIR PERSPfCTIVf
IMPROVfM[NT PLANS, SHALL BE CONTRUCTED IMMEDIATELY UPON COMPLETION OF
GRADING, OR SOONER IF POSS/Bl.£.
PER CARLSIWJ MUNICIPAL CODE, THE: PRIVATE ENGINE:ER
RESPONSIBLE FOR SURVEYING WORK DURING COIISTIIUCT/011 SHAU. PROVIDE ro Tl/£ CITY
WRITTEN REPOR1S STATIIIC THAT ALL WORK /IICORPORATE:D Ill TH[ GRADING PLANS I/AS
BfEII CONSTRUCTED ro THE LINES AIID GRADES Ill SUBSTAffflAI. COIIFORIMIICE WITH THE
Af'PROVfD PLANS. THE PRNATE ENGINEER SI/ALL ALSO PREPARE THE AS-BUILT DRAWINGS
FOR THIS PROJECT. THE SOILS fNG/NffR SHALL PREPARE A FINAL REPOffT A/ID AS-Bil/LT
GfO/.OG/C PINI FOR !PPR<NAL £JY 11/f CITY. AIID, 11/f LANDSCAff ARCIIIT[CT MUST PRF:PAR[
A F1IIAL R£PO/IT AND AS-BUILT IJNIJSCN'[ AND IRRIGA110N PtAN FUR APPR(NAL BY 711£ CITY.
IIO EllAS11NG SHALL Bf DO/If UNTIL P£RIJ1SSK»I IS OBTMIED FIIOI,/ TH[ G!MJ/NIIIG PUBLIC
AGE/ICY. THE CONTRACTOR IS ALSO RfQU/ll[D TO NOTIFY THE EIIGIIIEER OF WORK PRIOR TO
PERFOFIUIIIG ANY ROCK REMOVAL OPERATIONS.
THf CONrRACTOR SHALL 8£ RESPOIISIBI.£ FOR MAINTAINING ALL TH£ EROSION CONTROL
FACIUTlfS THROUGHOUT THE DfVfLOl'Mf.NT OF THE PROJECT.
FLOW LI/If fiEVATIOIIS S/I0'/111 HfRf/JN WERE: DETf/lUINED BY INTffiPOI.ATIOII USING THE
AERIAL TOPOGRAPHY. AC1UAL GROUND ELEVATIOIIS /MY VARY. CONTl?ACTOR IS RESPONSIBLE
TO INSURE THAT ALL DRAINAGE GEJS INTO LINED DITCHE:S A/ID REWJNS IN THE: DITCH
UNTIL DISCHARGED INTO UNDERGROUND DRAINAGE DEVICES OR ENERGY DISSIPATORS.
COIITIIACTOR TO 81.fND CONTOURS OR SLOPES lll10 EXISTIIIG GROUND ro PRCMDE POSIIM
DRAINAGE AWAY FROM TOE OF SLOPE.
RED BLUFF PlACli
" CLEAR CLIFF CT-
APPLE HILL PLACE
" VAI..E BLOSSOM CT.
" RIM C1RCl.£tlRIVi.
AS--BUILT PAVEMEWT 96CTIO NS
I,'! ...CO TO '.l.4!-20 4"AC/r.• AGG 8/tl!E IG
17•00 TO 1~~00 4"AC/4"AGG 5AS6 17
ALL STA TIO t-lS 4' AC/4" AGG BAS!: 17
l3•75 TO }4+gf 4'' AC/4!' AGG6~ 17
I0t58 TO 13•75 4·· AC/4"AGG BA 4!5 '°'°' TO 30t5(.i 4" AC/(,,'AGG 6ASI:: 1/o
30 IOO TO !4-~co 4 "AC/4" AGC 6AS!: ?h
ALL ~TAT/ON$ 4' AC/4-" ,,sr;r; f¥<SE. 44
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION:
RECORDE:D:
ELEVATION:
CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVD OF 1929
ENGINEER OF WORK
ND L. MARTIN
NO 48670 EXP. 6/J0/04
Y/4-/4,
DATE
PROJE:CT BOUNDARY
STORM DRAIN
SHEET NO.
RIGHT OF WAY
EASEMENT
STREET NAME
BLDG NUMBER
==@]=
COLLEGE BLVD
123
REVIEWED BY:
3 /, /,'-._
DATE ---·-- - - - - - - -.+-----...... _ .. _---_.,..,,,_,,,_ __ -_-.,,,,.,.-_-_ ..... _.,,,~,,,_.,,_-------~_,,,..,,__.,,__ .. _ ,,,_.,,__---_ -_--,---... _=-_,,,--,---.,----,,....--_..l'_ ..... _::-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-.::---=.-----1 l+---+---+------------+----+---+--+------11 SH2EET I CITY OF CARLSBAD I SHEETS I
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
~::::::::::::~:=::::::;::;::::;;E,:;:N:::G:::IN:::£:;:ER::;l:::N:.:G:::D:::£:::PA:::R=TM:::.:::EN::T::::=::::'.....':::;:=7=~
ROUGH GRADING PLAN FOR:
CALA VERA HILLS
VILLAGE "Y"
APPROVED LLOYD B. HUBBS ~_r
Aoe•~firt'~~ ~b~/~.-, CITY ENG/ti RCC ii( n·p 12 /31 /05 DA TE
PROJECT NO. DRAWING NO.
SDP 01-05 403-3A
R: \023B\&Eng\Rough Grading\0236rg002.dwg[ 1275]Apr--03--2003: 14: 23
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072303
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:--'-.....-3• 470-C-2000 CONCRETE OR
, ," " J" 2500 PS I A IR PLACED cot.::RE:TE &: ... : . .
·i' ... •· .. , • · · .. • · ·., W/ ti" • 6" • 10 GAUGE WEI.CE) . .. ·, WIRE t.ESH.
0-18" l.tLESS
OTl-£RW I SE SHOWN A --1 e• CONCRETE CIJTOF'F WALL TO BE CONSTRUCTED AT BOTH DOWNSTREAM
ANJ Ll'STREAM ENl SECT IONS.
e·xe· -10 GA
MODIFIED TYPED TERRACE
DITCH PER D-75
NOT TO SCALE
LINED DI
1-1/2" QR
WELDED WIRE MESH(WWM)
• .,
o.JTCFI' WALL
SECTION A-A
NOT TO SCALE
• • ·1 •
SPLASH WALL LOCATION
fflE~ll'.'-~1tLow.
REIN"ORCE WITH 8"Xti" -10 GA WELDED WIRE ~SH(WWM)
LINED DITCH CONFLUENCE
""BAR e 24" O. ~IN. VERTICALS
NOT TO SCALE
f4 BARS Fl.LL LENGTH
'5"X6" -10 GA
WELDED WIRE MESH(WWM)
SPLASH WALL
NOT TO SCALE
B
I
SIGHT DISTANCE TRIAl'G.E
2ll MIN. I
R/W
B
SIGHT DISTANCE SETBACK TYPICAL SECTION CORNER LOT
NOT TO SCALE
10' R W
21 MIN. ___,
SECTION 8-8
NOT TO SCALE
TOE Of' SLOPE
SEE PLAN
HUNSAKER & ASSOCIATES
S A N DIEGO, I N C .
PLANNING • ENGINEERING ■ SURVEYING
1017Y Huennek.en$ St. • Suite 200 " San Diego, CA 92121 ■ PH: (8S8) 'i.'>8·4.'iOO ■ FX: (858) 558-7414
A
B
C
F
PROPERTY L ~:r
' C
HI l'«lE LIi'£
TYPICAL LOT ROUGH GRADING
NOT TO SCALE
NOTE:
WHERE BOTH CUT ANJ FILL OR BEDROCK MATERIALS CF DISSIMILAR EXPANSION CHARACTERISTICS ARE EXPOSED IN THE aJILDING AREA, THE CUT PORTION OF THE BUILDING AREA SHOULD BE lHlERCUT 3.0 FEET BELOW PAD GRADE OR Af3 APPROVED BY THE SOILS ENGll'£ER, AND REPLACED WITH COMPACTED SOILS SIMILAR TO THE FILL MATERIAL.
~ It LOT WIDTH VARIES ~ ,• SL:E:ANPLAN
! 'FINISH PAD GRADE
----
---'~~~~ ~Tl'£
NOTE:
SECTION C-C
NOT TO SCALE
FIN I Sl£D GRADE Of' PAD
Af3 SHOWN ON PLANS
SECTION D-D
NOT TO SCALE
FINISH LOT GRADING SHALL BE PER DETAIL "H"
RIGHT.
PAD
AREA
PAD
AREA
TYPICAL LOT GRADING
REAR OF LOTS
NOT TO SCALE
0 BE CONSTRUCTED TO FORM H CONTll'IJ!XJS PANE RFACE LE5 BACK AT TO~ TO illiMOVE PAO SLIVER BEYONC PROPERTY LINE
SECTION E-E
NOT TO SCALE
~
.J
TEMPORARY BERM
LOT PAD
TEMPORARY BERM
AT SIDE YARD
NOT TO SCALE
D
E
J
H
I 'I ' \ ,,,, "',.._: \
I 1 .. · .. · .. , 3~6.0_1_ .I ·~r·s:·
r--e •• ::L_ .Jr··L2:--:c--:,ru ;:&-Jl. ___ /
~---~
'
j BLDG #ff",,
1 Jo4.o I
-,...~........:+--JJU l "'· i 1 / r,1
1,1 ~:51~1~\ ~·
t. 1:;"n?.a1 Ill\
VARIES
PER PLAN
FINISHED GRAD£
>-iii ~ iii
PLAN
NOT TO SCALE
~
8 ;j
FINISH£0 GRAD£
2: 1 SLOPE:(MAX)
SEE: OE:TAIL "A" RIGHT
SECTION A-A
NOT TO SCALE
VARIES
PER PLAN
>-
>-iii
iii "' "' l l ,..
" a
d
r' 'i I J\1jjS'C' U C..\. -'---' 'I O 'J
~
i!l ;j
2, 1 SLOP£(MAX)
I
\
\ I I
\
-d r) j :'l J\j ["\ /\
-" ---' ~ '-" ~ .I ' ,
1\;(f\P .'.:'~ 3-1
0 ----f-·-""'
! 0 =/== =f==. ~=f= --=jo7tcc)yl!C== ...... L--
. I
' .......... ,.,,,, "' z
1-
w
·w
w
(/)
PER PLAN
10' MIN P£R PlAN
~ f-----~4_' ----1 2' MIN. ~ ~
\-,..... ... ~~; :Jl
J' , . 0.5' '-2 1.5' a
~ 'I/ "'
:, . ...
0
TOP OF 6" GRATE TOP OF 6" GRATE
DETAIL "A"
NOT TO SCALE
~ ~
is
"-e
_________ JJI01...'2M!'!IN!LPC!£~R..JP::;lA~N!L.. ________ -I ~
2' MIN. 4.5' "'
1.5' 0.5' 4' J.5' § ---'""'-➔--""''----l----''------1---'--+---='-:---o, MUDS/LL
~ ::,
_..2,c
1.
~ ...
~ "' WALKWAY I ·"":-' .. ' . ·.
TOP OF 6" GRAT£ TOP OF 6" GRAT£
•NOTE:
ALL LAMJSCAPED Af?f:AS FLATTER THAN J: 1
SHALL 8£ LEFT 2" BELOW FINISH GRADE.
BENCH MARK
DESCRIPTION: STANDARD M-1 D STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVA T/ON: 68.4 79 DATUM: NGVO OF 1929
ENGINEER OF WORK
r/r/4.,
48670 EXP. 6/30/04 DATE
"AS BUILT"
~a:'~r<fo/,r
RC£ :'J-~7f2._ E:XP. f,J~Q(p_ UATE
REVIEWED 8Y:
s/, /o(,..
DATE:
I SH3EET I CITY OF CARLSBAD I SHE:ETS I 1----+--+-------------------t----t----i--,,-, ENGINEERING DEPARTME:NT 7 1----+---+----------------t----t---t----t---i
ROUGH GRADING PLAN FOR:
CALA VERA HILLS
VILLAGE "Y"
APPROVED LLOYD B. HUBBS d Y'
/4dc-~4~~ '6 "~~7 l----+--+-----------------t----i---1--,--, CITY ENGINEiii:r RC£2$BL £XP]2/31/05 DATE:
1-::,'fJ/,-:~~A.:f-,.,~+,,.--A:-:S::---=l!ccll-:cl~-:-::r::------------t---t---t---i----i
DA TE: INITIAL
ENGINEE:R OF WOR REVISION DESCRIPTION
OAT£ INITIAL OAT£ /NlnAL
OTHE:R APPROVAL CITY APPROVAL
OWN BY:
CHKD BY:
RVWO BY:
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3A
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\
072303 ·.
102804
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(.r,)
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~
HUNSAKER & ASSOCIATES
S A N
PLANNING
D E C O ,
• ENGINEERING •
N C
SURVEYING
10·179 Huennekens St ■ Suite 100 • San Diego, CA Y2121 ■ PH: (858) 558·4500 ■ FX: (858) 558•1414
0 40 80 120 160
SCALE 1 "c 40
NOTES:
1. STORM DRAIN SYSTEM SHOWN IS PROPOSED AND SHOWN FOR
REFERENCE ONL )'. SEE IMPROVEMENT DWG. NO. 403-3
BENCH MARK
DESCRIPTION: IJ,.S.C . .t: G.X. BRASS DISC STAMPED
'KJO2., 19J5" IN CONC. MON. r---E-N_G_I_N_E_E_R __ O_F __ W_O_R_K_-1 LOCATION: POINT LIES 8.5' EA~RLY OF EA~RN
BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC
~d "/J/tfJ!!,1fi1°1:il1~ 1~~-,.,:fftED
_/ ( A. I/ / /4 APPF«JXIMA TELY 1.2 MILES NORTHERLY
/
/
/
"AS BUILT"
~,..pl'}__ L ,.,M •
R4Bc,,70 EXP. l),(3aloC. 1
DATE
,,VJ e<C° ~½ ] OF THE INTERSECTION OF RANCHO
RAr.ND L. MARTIN DA TE SANTA FE ROAO AND LA COSTA AVENUE.
RC NO 48670 EXP. 6/30/04 ELEVATION: 533.39 NGVD 29 MSL l-~&1,,c...i,111,.!~-1..._ ___ _ 1 J, Jo.I,,
DATE
S E E S H E E T N J 3
i
901---11'
/>, '",,,
-· -· ------\-------""'-= = =~. :. . ....... ······" ~:::::-:::-:::,--.-....... =-.... -,,, =-=,,,._ ·,,
\ ",,~"'
\ -~.""'·,,,
\ 's.,' ~,"' ,, ' '
\\ .', '\
\ '· l '-,, \
t-----+---+------------+-----1-----1----1-----------1 I sH4££T I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 7
DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL
DATE INmAL
CITY APPROVAL
ROUGH GRADING PLAN FOR:
CALA VERA HILLS
VILLAGE "Y"
APPROVED LLOYD B. HUBBs,&'r
4-<~✓¥~~---~ ~~.::, CITY ENG/Nm RCE89 _ Exe.12/M5 DA TE
OWN BY.-
CHKD BY.-
RVWD BY.-
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3A
R: \0236\l<Eng\Rough Grod;ng\0236rg004.dwg[ 1275]Apr-03-2003: 14: 32
072303
102804
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ti.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK CARPENTER AT (519) 520-9557
2. EQUIPMENT ANO 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 0£:Vl'CES WHEN RAIN IS IMMINENT.
J. 0£:VfCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODfF7ED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA TIS FACTION 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 ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROV/OED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. 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 ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH 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 J5.02J OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STAT£ OF CALIFORNIA.
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 FOLLOWING:
A. HYDROSEEDfNG 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 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 ANO RECREATION DIRECTOR AS HfGHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYOROSEEDED AREAS SHALL BE .IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
D.
E.
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE:
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO
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 HEADS PROVIDING 700%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEEOfNG. THE DE:VELOPER SHALL SUBMIT A
Pi<OPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LE:VEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.
HYDROSEEDfNG 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. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNfCA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEOEO 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 DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYOROSEEOING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXfC WETTING AGENTS MAY BE ADDEO TO THE HYOROSEED
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
HYORAULICALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANfCALL Y 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 RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEOING 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 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 IS SUITABLE FOR PLANTING BY:
a. ADJUStfNG 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 PROV/OED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDED AREA$ SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED. I~~\;<.:'~. '-'1/)(1/{
ff,~c:,>'c,ll l ,i,4/4 <',,_
V.;i ~ ~• -~
HUNSAKER & ASSOCIATES & J' 'Z. :-:n ~ NO. CA867(i Lfl
E,p, IJf:.J0-06 S A N DIEGO, I N C .
u;'r.; ,. C!\f\t. ~~ -VJ-,,-...;;...,__ -~"\ 't:c,,;e ·'/ PIANNING • ENGINEERING • SURVEYING
10179 Huermeken, SI. ■ Suite 200 • San Diego, CA 92121 • PH: (858) 55:8·4500 • FX: (858) 558-1414
EXISTING GROUND
_L
14'MIN.
700'MIN.
PROFILE
PUBLIC RIGHT-
OF -WAY
PUfJLIC RIGHT-OF-WAY
1'WJ
PROVIDE APPROPRfA E TRANSITION
BETWEEN STAfJILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -QF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
FLOW ---
4 • VERTICAL FACE
[MBEDDING QUAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE --~ --
RUNOFF
WATER WITH
SEDIMENT
r-WIRE SCREEN
/ ; FILTERED WATER ..... ---
DROP INLET
WITH GRATE
CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
COMPACTED SOIL
TO PREVENT Pf PING
2X6 STRUT/SI
STAKED
STRAW BALE
2X6 STRUT/SI
--WIRE OR NYLON
BOUND BALES
-PLACED ON THE
CONTOUR ~~~~~==---::: 2 RE-BARS.STEEL PfCKETS,OR
:: 21( 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DrnlJ.
"' DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND EX CAVA TE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOP[ FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
J. ATTACH TH[ FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL ANO COMPACT THE
[XCAVA TED SOIL.
FILL SLOPE
9 IN.
MIN.
2 FT
FILTER FABRIC
m
-m
SILT FENCE
EARTHEN RIDGE
UNLINED SWALE & BERM
ENGINEER OF
R~N½,tC
RC NO 48670 EXP. 6/30/04
WORK
z1/0J
DATE
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
END ANO SIDE
OVERLAP AT
CORNERS
2X6 STRUT/SI
REOU f RED 'MIEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP ONTO CURB -
....._____..,.-
------,,,.
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
FLOW .. 4"-6" LOGS
DESCRIPTION:
LOCATION:
ELEVATION:
0
0
0
0
0
1B" t
24"
LOG CHECI{ DAM
BENCH MARK
11,.s.c, ct G.X. BRASS DISC STAMPED K302,, 1935" IN CONC. MON.
POINT LIES 8.5' EASTERLY OF EASTERN
BER!rf LINE ON RANCHO SANTA FE ROAD, 133 NORTHERLY OF ELECTRIC TRANSMl~ION LINE POLE MARKED
"TL.23011 AND "TL 13825" AND
APPROXIMATELY 1.2 MILES NORTHERLY
OF THE INTERSECTION OF RANCHO
"AS BUILT"
~ .t.Z/J. .• /4 ffl7Q EXP. (1 /JtJ/o(,
REVIEWED BY:
SANTA FE ROAD ANO LA COSTA AVENUE. l~;L>"4!~~!,,o""--------
5JJ,J9 NGVD 29 I.ISL
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
j
CM)
L=OfSTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
SWALE ~ ' '7flll' U..tV
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 2 E.A. ~
STRAW BALE DIKE -----
SILT FENCE 3,300 L. F. -0------0--0--0
UNLINED SWALE & BERM _ __,_ ---
D-75 LINED SWALE PER SHT.1 c::=:> c::=:> c::=:>
BLOCK-SCREEN-GRAVEL SILT BASIN O EA
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
7,000 EA.
RIPRAP PER SDRSD D-40
HYDRO SEEDING 25,368 SF 1 · · · · · .. · 1 ... ' ....
~ . . . . . . . . -. -. . . . .
C/NG, B'(MIN.) SPA
FOR vtHICLE
ACCESS I)
r /SEE TABLE BELOW}
-ENTERLINE
r
Ii• lo/,,
DATE
' -,. -A--
i!:= ~ ~ GRAVEL ~ § 'jRW/PN~ ~ ~~ ~ IA-Fl.o
~ g~ I
8'IGS (TYP.)
5Jr ROADBED w-7
WIDTH
Rf OR TOP SLOPE 1L/TOP SLOPE
I 41 --~
X
!t SWALE !t
"' "'
'~ A PLAN
NO SCALE
ENTERLINE l,..--C
ii MIN.) SPACING FOR
HIGLE ACCESS
I ct
I
I WEIR
BAG
HIGH o
GRAVEL 8'.GS
(J HIGH)
B
B
GRAVEL BAGS( W / WEIR)
NO SCALE
I
I
ONE 8'1G MIN. GRAVEZ. BAGS (TYP.) '
FIRST ROW OF BAGS
TO BE HALF BURIED SECTION A-A
NO SCALE
STREET SLOPE INrERVAL
LESS THAN 2Jr 200'
2Jr TO 4Jr 100'
4Jr TO 10X 50'
MORE THAN 10X 25'
NOTE: PROVIDE VELOCITY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
INDICATED ABOVE •
GRAVEL BAG VELOCITY REDUCER
NO SCALE
FIRST ROW GRAVEL FILLED
HALF BURR/ED~ / BAGS AT WEIR (TYP)
~-DIRECTION OF FLOW
PLACE ADDITIONAL GRAVEL__,-'~ -~
FILLED BAGS AT WEIR
WHERE APPLICABLE SECTION D-D
NO SCALE
FIRST ROW r GRAVEL 8'.GS (TYP.)
HALFBURR~
¼'¾-' ,. '
SECTION E-E
NO SCALE
l--------+---1-----------+----+-----ll----+---I ~ CITY OF CAR LS BAD I SHEETS I l__Q__j ENGINEERING DEPARTMENT 7
EROSION CONTROL PLAN FOR:
CALA VERA HILLS
VILLAGE "Y"
APPROVED LLOYD B. HUBBS#'}""
1----+---+-----------------+----1---+---t----t t:f-:tf:!N~;;Xf1:{,il:rfM C<'PJ2 /3J /05 4>;/~~
1&,~~8..~t...!l!l.~1 :...,A~S=•/!!,~llf:!..!3.IL.:..,T'__ _________ -+--+--1---+c=.,-I
OAT[ INITIAL DATE INITIAL DATE INlnAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY:-.=-:--~
CHKD BY:-'!.~
RVWD BY.
PROJECT NO. DRAWING NO.
SDP 01-05 403-3A
R,\Oc'36 \~Eng \Rough Grcciing \0236rg005.dwg[ 2071]Jcn-22-2003,t4,22
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HUNSAKER & ASSOCIATES
S A N D E C 0 N C.
PLANNING • ENGINEERING • SURVEYING
1017Y Huennekem St. ■ Suite 200 • San Diego, CA 92121 ■ PH: (858) 558-4500 • FX; {858) 558-1414
;rnn.,. ...... ,,..
r-.' .. '• ' '·. ~ ,.,,
\
-' ', '
'\' '-, \.\:
' ·, \
' ··, •<;✓-:~·:·:
,./ ,'
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CC)
" ~ dr
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d
0 40 80 120 160
SCALE 1'= 40'
i-1
~ CITY OF CARLSBAD I SHEETS I
r---""i:~~~u""'"'.;;-;-;-;~;----,-----::-------""'"'.-----~tt_=-=--=-=-=--=-=it=-=--=-=-=--=-~t-=-=-=--=-=-=--=-=-=--=-=-=--==~-==~-==~-==~-==~-==~-==~-==~-==~-==~-==~-==1~=~-==~-==1~=~-==~~~~-==~-==Jt=~-==~-jj ~ ENGINEERING DEPARTMENT 7 BENCH MARK "AS BUILT" EROSION CONTROL PLAN FOR
r
-------------1 DESCRIPnoN: u.s.c . .t G.x. BRASS DISC STAMPED ~ CALAVERA HILLS "1<302., 1935" IN CONG. MON. ENGINEER OF WORK LOCAnON: ~1NJ tfti ONB,5 '0 '!'NSCT£RHOLr.°F EASTERN,-IY~/o (,/otJ t------t-----t-------------1---+--+--+-_J VILLAGE "Y" 133' NORTHERLY"OF ELEc!ifm FF ROAD, V --f lq:rc L 1t---t---r------------------t---+---L--1---=] =A;;;P;;:P~R;,:cO~".;:;D:;=;=L~LO;;°YD;;;;'";B;;,==;;H~U;;;B;;:;B~S"':,,..~y~~=~=======
7J!t.NSMIS~ION UN£ POLE MARKED tiR~~.,,.~e~c.~z~
0
~:_,::EX:,:P::_. _::".':~::/=.3=o=/=e;=4,=----•c---1~;;~~;=t~;;;;;;~==========i===l===f==E=3 I' ,c ~ _;
1
_,,,/1 L.
1
_/ u3011 AND "TL13825• AND 4s 4 1 ,.~-1' ur~--~,h~=~~ ~/.=zL/, ...,
R. ONO
, ... L. M.?R:·A/N tu£.::.. 'II(/ tJ3 17'mP~lfhr~b·#o~ILJl f/JifJtl§RLY REVIEWED BY.· • -"''--'"""'--"':!:J,1""'-Cl/ y ENGINEEii7RC[ . ~~ FYP, 2 /3] /05 ~~t:JF
" " S<INTA FE ROAD AND LA COSTA AVENUE. r I AS-,Bll~/L_T ___________ -J-=:-+----1---+---1
R £ NO 48670 EXP. 6/30/04 DATE EL~"nON.· C,M $/, / .. ! INITIAL DArr CY,.. 533.39 NGVD 29 MSL -" !,! RE'"SION ,. NSP[CTOR DATE {'NG/NEER OF WOR VI DESCRIPTION
INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY;
RVWO BY:
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3A
R,\0236\~Eng\Rough Grucling\0236rg006.clwg'. 1275JApr-03-2D0314,36
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■ HUNSAKER & ASSOCIATES
SAN DIEGO, INC.
PLANNING ■ ENGINEERING ■ SURVEYING
10179 Huennckem St • Suite-200 • San DiP.go, CA 'l1121 ■ PH: (8S8) i;_l5IHSOO ■ FX: (8.,:;8) .S.'11l1414
/
/
80 120 -----
SCALE 1 '= 40'
I
/
I /
/
160
TOP WALL ELEVATION
SHOWN ON PLAN-------,
12" 2
1
--lil-Jj-
GROUND SURFACE
12·
2 n=c
1 r--= I j j::-;-I ' GROUND SURFACE
-11:=-m~ I=-
12"
6"x6"-10 GA
6"x6"-10 GA
WELDED WIRE MESH {WWM)
BEGIN MEMBRANE 4 •
BELOW FINISH GRADE.
, ~~ 6"x6· -1 o G'A
WELDED WIRE MESH {WWM)
-WELDED WIRE MESH (WWM)
72" MIN. .. . -. 3" PCC 12" MIN. J" PCC RETAINING WALL-----a
RCTAINING WALL-----+--1" •· '· RETAINING WALL-----, WATER RES/STANT MEMBRANE
... f-------, =-c'!r-c--------.....,._
WALL WATERPROOFING '.'.,.•·.. ,=.-= ::=.., PER MCMILLIN I , I
SPECIFICATIONS (W-2)----+----+-.,.. I i'6"MINJ
H
:: ; I OVERLAP :
; . ;• I I
I 1' MIN.
CRUSHED ROCK-----+---1--+-+-•. -~ " '.·: FINISHED GRADE •...
·. t __ .' •
,._ .. _ .
-~~~~==---.--,-=1·_.::. ~
1----+--F/LTER FABRIC ENVELOPE
(MIRAFI 140N OR APPROVED
EQUIVALENT)
4 • (MIN) D~METER PERFORATED) PVC PIPE SDR 35 OR SCH. 40A WITH PERF< RATIONS ORIENTED
DOWN AS DEPICTED. MINIMUM
-COMPACTED FILL ----------·6"
- - - - - - --MIN.-
1 PERCENT Gc'ADIENT TO SUITABLE
OUTLET. SEE W-3) FOR
"-''----'I +::....::F-'.......,,_.SECONOARY O TLIT --..... L _j
.....
WALL FOOTING
·•··~ -
-1'''m'?._s,.C-"..••··c'c'..~/·\:: .• •·.·:! 1 ht --··•·.·.•·· ·111-1 l ill: ,a•:,·':,:;. : /·:.::1 .•11=
=111=1 -I -= = = =·1
3" MIN.
f{!JJff aff: :~L~----· -' -I I " Ii I I I i' I lj'f'-rillrnill~ fl'
11 ~COMPCTENT BEDROCK OR MATERIAL
AS EVALUATED BY THE GEOTECHNICAL
CONSULTANT
NOTE: COMPOSITE DRAINAGE PRODUCTS SUCH AS MIRADRAIN
OR J-DRAIN MAY BE USED AS AN ALTERNATIVE TO GRAVEL.
INSTALLATION SHOULD BE PERFORMED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS
RETAINING WALL
DRAINAGE DETAIL
NOT TO SCALE
12·
TW PER PLAN---,
FS
0
• . '
•
Jlp
LCll'!,;C -illw,• GROUND SURFACE
-11 lc-=I I I:-
6"x6"-10 GA
. ,__~ WELDED WIRE MESH {WWM)
3" PCC
SEE RCTAINING WALL DRAINAGE DCTAIL
RETAINING WITH ROUND CONCRETE DITCH
NOT TO SCALE
CASE 1) SIDE YARD-EXTEND PERF PIPE AROUND WALL IN FRONT YARD AND DISCHARGE ONTO
AREA DRAIN.
CASE 2) REAR YARD-INDIVIDUAL WALL -EXTEND PERF PIPE AROUND WALL O S/OE PROPERTY LINE
AND DISCHARGE ONTO AREA DRAIN.
CASE 3) REAR YARD-CONTINUOUS WALL-CONSTRUCT 3" TEE AND CONNECT 3" PVC O 1 % MIN TO
TO CLOSES AREA DRAIN.
CASE 4) PUBLIC R/W-CONSTRUCT 3• TEE AND CONNECT 3" PVC O 2% TO 0-27 PER IMP. PLANS.
\ \
C.M.P. RISfll HOT-DIPPED FIJI.LY COATE:D GALVANIZED
12 GAUGE 2-2/3" >< 1/2" CORRUGATIONS,
0/AMCTE:R PER PLANS. CUT 5 HORIZ. SLOTS
OF 1/4" x 10" EQUALLY SPACED AROUND
CIFICUMFERENCE, FIRST ROW TO BE 4" BELOW
UNIVERSAL BAND COUPLER. SECOND ROW TO
BE STAGGERED AT 5 1/3" BELOW FIRST ROW.
CONTINUE STAGGE:RED ROWS UNTIL 24" ABOVE
SOFFff OF PRIVATE STORM DRAIN PIPE. WRAP
RISER WITH TREV/RA S 1115 FILTER FABRIC OR
EQUAL
MAINTENANCE
SEDIMENT SHALL BE REMOVED WHENEVER
STORAGE CAPACITY AT THE PAINT STRIPE HAS
BEEN ACHIEYfD. SEDIMENT SHALL BE DISPOSED DI'
IN SUCH A MANNER THAT WILL PREVENT ITS
RETURN TO THE DESILTING BASIN OR
MOVEMENT INTO DOWNSTREAM AR~S DURING
SUBSEQUENT RUNOl'F. THE DESIL TING BASINS
ARE PRIVATE l'ACILJTIES ANO THE CITY WILL NOT
BE RESPONSIBLE FOR THEIR MAINTENANCE.
r-=
0 L_
WALL FOOTING
0 WALL LESS
2' IN HEIGHT) APPLY 2 COATS
(APOC) EMULSIFIED ASPHALT
AND BACKFILL OPERATIONS
f6SE /2: WATER PROOFING LJSED IN ALL STUCCO WALLS & WALLS
GREATER THAN 2' IN HEIGHT)
1) 4 COA/5 (APOC) EMULSIFIED ASPHALT
2) 1 PLY YELLOW JACKCT (FIBERGLASS)
INSTALLA VON: APPLY 2 COATS OF
ASPHALT TO WALL. PLACE FIBERGLASS
AND APPLY REMAINING TWO COATS
OF ASPHALT.
RODENT CAP
FLUSH W/WALL
FINISHED GRADE
I
I
I
•
' '
• I
J • I
.1
. . I
. I
4 • (MIN) DIAMETER PVC PIPE
(SCHEDULE 40 OR EQUIVAL[.NTl.
USE TEE & ELBOW IF REQ D fO
SET CAP ABOVE FINISH GRADE.
·COMPACTED FILL I
·_-_-__ -_6" MIN.-_ l_:'. .:_ :_j _3 ,, MIN.
-r=<c-=-=--' L---,=rrl ,I,
~; 1;111 ; WALL FOOTING 111mf
I 111~=======""'-·jll=
~ill,1i'~m1 111 m TT' i 1_1 ;,1'
-·11=111 II I,-·
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING . ' NOTE: INSTALL SECONDARY
DRAIN OUTLCT AT LOW END OF
ALL. RETAINING WALLS WATER RESISTANT MEMBRANE DURING DRAIN INSTALLATION
AND BACKFILL OPERATIONS
RETAINING WALL
WATER RESISTANCE DETAIL
RETAINING WALL SECONDARY
DRAIN OUTLET
NOT TO SCALE
1.
NOT TO SCALE
6' CHAIN LINK
FENCE PER
R.S.O. M-6 (TYP)
VARIES
TOP OF BASIN
SEE BACKF1LL
NOTE
TOP AND BOTTOM l..ENGTH
AND WIDTH PER PLAN
VARIES
1' MIN.
DEBRIS RACK CAGE t-"'67
(SEE OCTAIL O RIG,T)"l,,,;rtn.,, ---+----''S7"---'W."'A""TE~R~LEVEL=~--
0.5' FOR ADDmONAL t' MIN 1---h=HEADWATER ABOVE RISER STORAGE .
1' PAINT STRIPE +--Pl'-=':'-'l, --+-RISER SPILLWAY ELEVATION PER PWI
3/4" GRAVEL
MOUND AROUND
PIPE 1% ..llL -
VARIES--1·0 ' --:rl-_)C---ELEVATION MIN.
STORM DRAIN
SIZE & SLOPE
PER PLANS
~ . . PER PLAN (A)
/'MIN. ·l -~ L------1t.~-::2·c.::--:'"';:1i..:··~,r.-'.:.:.·:::·.:-::-.·..::~:::..:-j· ~-y~i-P.C.C. FILLCT
INSTALL VISQUENE OR 1'1)UN.
EROSION CONTROL OEVK,F ON
SWALE SURFACE.
SLURRY TO SPRINGLINE,
PAST THE LIMIT FL PER IMP. PLANS (B)
I 'MIN. PER CALTRANS
STD. PLAN 0-96
OF THE 8ASIN
NOTE: TRENCH BACKFILL SHALL CONSIST or NATIVE IMPERVIOUS MATERIAi..,
APPROVED BY THE SOILS ENGINEE:R PRIOR TO PLACEMENT. OPEN
GRADED, PERM~BLE MATERIAL SHALL NOT BE USED AS BACKFILL
PCC ANCHOR BLOCK 12" MIN.
REINFORCE W/ 6"x6"x 10 GAUGE:
/d/:itl/04 ~LIVI
OATf: INITJAL
ENGINEER OF WOR
.i
WELDED WIRE FABRIC
DESIL TING BASIN DETAIL
(PRIVATE)
NOT TO SCALE
--DIAME:TE'.R E'.OUALS
/ SIZE OF RISER
,, PER IMPFIOV<MENT PLANS .,,
H
F/ ' 1/B"x12"x48"
ANTI-VORTEX
// PLATE
.# •
TOP VIEW 5 /J REBARS EVENLY
SPACED & SP01WE'.LDED
SP01WELD EACH TO END OF POST BOTH
POST 4 Pl.ACES SIDES
1. ~ UNNERSAL 8AND
COUPLERS
/3 REBARS ______,-
' MATCH TOP
OF COUPLER W/
SPACED O 6"0.C. TOP OF RISER
FRONT VIEW DEBRIS RACK CAGE
SHALL BE HOT-DIPPED
GALVANIZED
DEBRIS RACK CAGE DETAIL
NOT TD SCALE
11\ AS-/3till..T
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1 800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
v<::) '1t;~~trk ELEVATION: 68.479 DATUM: NGVO OF 1929
/:fo,'' (1\,,l! L. I:,,(, ~ /.:!/ _,,\. "'-)\ I)} ENGINEER 0 }' WORK ,:_,J <~' ,\ ¾ 0,) -.}• _,,.,, ,.,, ~ • NO. C-48670 ,_ 9J
\. bp. Of.i 30 06
R:~:t::iaL,
_t)S(D~ if1 ('/V\\.. ~'?: . h:•-_., .··iy,';::-• :..!::', cr,\\I'\:/ DATE RC£ NO 48670 EXP. 5/30/04
"AS BUILT"
q'f..o~Ess,~ -~rul. I~ r•/2 :,/. Y ~ 1-, '.:z:~_
'o,,;TE ,,, ~ --:z: ii\ 8,f,]Q EXP. /.{_3DJ.ar,, S NO, 411670 ,,,
"; EXP. B/30/04 :'
"'<;, ·"•V\\,./ ,£,_'~ REV/ ED BY:
·c,..t. I ~ Q<-CA\.\~ ~ I, Lai -' /J(JSPECTOR DATE
I S7EET I CITY OF CARLSBAD I SH?TS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLAN FOR:
CALA VERA HILLS
VILLAGE "Y"
APPROVED LLOYD 8. HUBBS.6' Y-
A A<~Vk?'~ ~~3 CITY £NGIN£ RCE --~ Exel 2 Z~l Z05 DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL Cf/KO BY: SDP 01-05 403-3A RVWO BY: ,,~ " CITY APPROVAL .
R•\02]6\~Eng\Rough Grociing\0236r 007.ciwg[ 1275JMor-03-2003,!0,55
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