HomeMy WebLinkAboutDWG 405-6A; CT 01-03; CALAVERA HILLS VILLAGE E-1; 01-09GRADING NOTES
(IN ADDITION TO M REQUIREMENrS OF CHAPTfR 15. 16 OF TH£
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSfDES ALL OTHER PLANS PRfV10USLY APPROVfD 8Y TH£ CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LfSSfN OR WA/Vf ANY POITTION OF THE
CARLSBAD MUNICIPAL COD[, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMfN7S LJSTfD HEREON AS THEY MA y
PfRTAIN TO THIS PROJECT. THE ENGINEER IN RfSPONS/BLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVfRED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVfRED DURING CONSTRUCTION. ALL PLAN R£V/SIONS SHALL B£ PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
of. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL B£ REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABILITY P.lf INSURANCE
COMPANY WRITING THE P()LICY MUST HAY£ A RAT/NG OF ii AND A SIZE
CATEGORY OF CLASS Y AS ESTABLISHED BY 'BES15' KEY &AI/NG GUIDE
5. UNLESS EXEMPTfD BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE Of PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVf BITN OBTA/NfD FROM
THE CITY AND OTHER APPROPRIATE AGENClfS.
7. APPROVAL OF THfSE PLANS BY TH£ CITY ENG/NITR DOfS NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BITN ISSUED.
B. NO RfV1S/ONS 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 fNGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
1 I. ACCfSS FOR FIRE AND OTHER EMERGENCY VfHICLfS SHALL BE MAINTA/NfD TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A} SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVfS, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINITR OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TES7S.
IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VfRIFICATION REGARDING
ADHERENCE TO RECOMMfNDA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL B£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALJFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH£
PROJECT INSPECTOR.
14. A PRECONSTRUCTIQN MEET1NG Sf:IALL Bf HELD AT THE SITE PRIOR TO THE
BfGINNING OF WORK AND SHAU BE ATTENDED 8Y ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL
OTHER ASPEC1S OF THE WO~ THE CONTRACTOR SHALL SCHEDULE TH£ MEETING
THROUGH THE PfRMIT CLERK 602-4601) AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVfD DRAWINGS MUST B£
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT TH£ MEETING.
15. &.JNSPECTIQN REQUESIS OTHER THAN FOR PRECONSTRUCTIQN MEWNG WILL BE
rtiS ~1f:"#~i: lHIJ!#b'ffr:t'1MisHJ!ift :SCf8EB& P@81/f5r5 ibi[ P,~~
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
Tl-/£ NEXT WORK DAY UNLfSS YOU REQUfST OTHERWISE. REQUfS7S MAD£ AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVfLOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFE1Y 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 SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINITR AND/OR CONCERNED AGENCY SHOWING
TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD£
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHfS OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHfS FIVf FEET (5 ') OR
MOR£ IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNfD
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABI (SHED BY THE CONSTRUCTION SAmy ORDERS. TITLE B
CALIFORNIA ADl,f/NISTRATl\1£ CODE. THE PIAN SHAU BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF TH£ OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO EXCAVATION.
I 8. NO BLASTING SHALL BE PERFORMfD UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF TH£ SCHfDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPffiATIONS WILL CEASE WMEDIATEl,,Y. AND TH£
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL Tl-/£ PERMITTEE HAS RECE/VfD WRITTEN AUTHORITY FROM TH£ CITY
fNGINITR 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 ASSOCIATfD
GRADING EQUIPMENT SHALL BE LIM/TfD 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 £NG/NEERING DEPARTMENT COUNTE'R.)
21. All OFF SITE HAUL ROUTES SHALL BE SUBMITTfD 8Y THE CONTRACTOR TO THE
Cl7Y ENGINEER FOR APPROVAL 1WO RJLL WORKING DAys PRIOR TO BEGINNING Of
Jff}BK,
22. IMPORT MATERIAL SHALL BE OBTA/NfD FROM, AND WAS7f MATERIAL SHALL BE
DEPOSITED AT. A SITE APPROVfO 8Y THE CITY ENGINITR. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS DR DA/MG£ OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
2J. BRUSH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREfS ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING ·10179 Huennekens Street
EJ\GINEERING San Diego, Ca 92121
SURVEYING PH(B58)558-4500· FX(858)556·1414
R,\0196 \~Eng\GRADJNG\0196rg□l.dwg[ 1275JAug-12-20 □3,16,58
24. ALL A~ SHALL BE GRADfD TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVf A
MINIMUM ON£ PERCENT SLOPE.
•
25. THESE PLANS AR£ SUBJECT TO A S/GNfD AND APPROVfD SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
Tl-/£ CITY ENGINEER OR AS DIRECTfD BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SIT£ SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONfS, R007S OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF 8Y THE CITY fNGINITR.
27. ALL SLOPfS SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN~ SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVfO GRADING PLANS.
2B. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPfS AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANLIAL, TH[ LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 405-6L, AND/OR AS DIRECTED 8Y 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 IMPROVfMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANLIAL TIME REQU/REM£N7S.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP£ WITH A MINIMUM
D-LOAD OF l,J50. FOR PRIVATE STORM DRAIN PIPfS, UP TO 15' PVC MAY BE
UTILIZED PROVTDfD DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/ 4 •
ROCK PER SORSD S-4 TYPE 'c" AND PIP£ MIT7S ASTM STANDARD :30J4 FOR
SOR J5 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LIN£ IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL B£ 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 8Y
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumCIENTLY
AHEAD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTLIAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. TH£ CONTRACTOR SHALL NOTIFY AffECTfD UTILJTY COMPAN/fS (SIT BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE TH£ WORK WITH A COMPANY REPRESENTATIVf.
UNDERGROUND SERVICE ALERT
SDG8E
PACIFIC BfLL
ADELPHIA CABl.f COi.MiN/CATiONS
CITY OF CARLSBAD/STREETS AND STORM DRAIN/
•CARLSBAD WI/IC/PAL WATER DISTRICT/WATfR,SEtlFR,RWI
•SAN DlfGUITD WATfR DISTRICT
•LfUCADIA COUNTY WATER DISTRICT
• VALLfCITOS IVATfR DISTRICT
• OL/ VfNHA IN WA TfR DISTRICT
•BIJfNA SANITATION DISTRICT
J4. PERMIT COMPLIANCE REQUIREM£N7S:
/800/422-4133
I BOO I 660-7343
1800/892-0/23
I 7601438-7741
/760/434-2980
/760/438-2722
/7601633-2650
/760/75.3-0155
/760/744-0460
/7601753-6466
/619/726-/340
• AS APPROPRIATE
A FOR CONTROLLED GRADING TH£ APPLICANT HIRES A CML ENGINEER,
SOILS [NG/NEER, AND/OR GEOLOGIST TO G/Vf TECHNICAL ADVICE,
OBSERVf AND CONTROL TH£ WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT THE FOLLOWING
REPORTS MUST BE SUBMITTED TO TH£ 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, SLOP£ PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
COD£ AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINITRING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH /NCLUDfS
RECOMMENDfD SOIL BEARING CAPAC/TlfS, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF
FIELD AND LABORATORY TES7S. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMMENDATIONS OUTL/NfD IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMfNTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY
JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS /SSUfD WITHIN ONE (I)
YEAR AFTER THE CITY ENGINITR'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQU/RfD FOR
ANY SUCH RECHECI<. .
J6. THE SOILS REPORT TITLED, "UPDATE OF GEOTECHNICAL REPORT, CALAVERA
HILLS, VILLAGE "E -1 ~ CITY OF CARLSBAD, CALIFORNIA, • PREPARm 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.
C17'Y
OP
N. T.S.
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 O THIS SITE.
PROJECT MANAGER
SOILS ENGINEER'S CERTIFICATE
I. DAVID tit SKELLY, A REGISTERED CNIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN TH[ FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES OF FEBRUARY 17, 2003 A.VD ,\ffiNTI,' XX, XXXX. 7WO 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 INCORPORATW
IN TH£ r:t,DING~PLANS AND PECIACATIONS
~ M ,4,,5 20 I l-oo > I ,,,~1'-0wfESS10,~
SIGN"TURE DATE , ~':,· ,o · SI(,-. <",:, ,, I. t-~1 .,.,, '"' RC£ '17857 EXP. DATE: , · 1 c,' ..-.,_ ~ : r..; f('I.
"DECLARATION OF RESPONSlRJ,E CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WRK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
OEFINED 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.
FIF™: HUNSAKER 8 ASSOCIATES
ADDRESS: 10179 HUENN£KENS A\IE
CITY, ST.: 54N DIEGO CA
BY, -,r,J,.Y' /J,, ,..,t-.:_ T£LEP?: 18581 558-4500
RA YMOIVD L . MARTIN
P.E. NO.: RCE 48670
EXP I RAT I ON DATE: ... 6u.l_..ID.,.fc..D:r.4 _______ _
J.EGAL DESCRIPTION
BEING A SUBDIVISION OF UNNUMBERED PARCEL OF PARCEL MAP
NO. 16233, IN THE CITY OF CARLSBAD, STATE OF CAL/FORM/A, AS
FILED IN THE OFFICE DF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, SEPTEMBER 21, 1990.
OWNERS / PERMITTEES
CAI... I!. I U...C.
126<-5 ,..,,..,, ~ ~, .. ...,,
r::eL~,cA-tz.01~
( 666) -1el-1',!;00
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ
POR OF 168-041-08
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 336-/67/
SOURCE OF TOPOGRAPHY
THE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY IN JANUARY, 1999 BY SAN-LO AERIAL SURVEYS.
THE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 262-
CITY OF CARLSBAD DRAWINGS 2/9-
CITY OF CARLSBAD DRAWINGS 303-
9
9
2
LEGEND OF ABBREVIAT IONS
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 AN/SHED SURFACE
N. T. S. NOT TO SCALE
TW TOP OF WALL
TF TOP OF FOOTING
(11~ No. R~~~5l SJ
I * Exp.~. * \ \<J>~/': C1v11. ~$° ~ $ OP c111.\tO -...;:,~--:,-__ ..;;_,~,
CARLSBAD
WATER
ROBERT J. WOJCIK
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
4. CITY OF CARLSBAD PLANNING COMMISSION RESOLUTION NO. 5256, 5257, & 5258. DATED 08/07/02,
CITY COUNCIL RESOLUTION 2002-268, DATED 9/10/02
5. THE STANDARD SPECIACATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC.
DATED, OCTOBER 20, 1999., UPDATED FEB 17, 2003
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
e,. t>T"Ol'<.r-1 i...i,,,._~ ~UT10>-1 f)e.e.vei-.i"1'10µ ft.NJ (<>J-JFPP),
a.,..,eo oe./12./0:!>.
DESCRIPTION
LEGEND
STD, DWG. SYMBOL
PROJECT BOUNDARY ----------RIGHT OF WAY
EASEMENT LINE
EXISTING STORM DRAIN
STORM DRAIN (PRIVATE)
TYPE '8' CURB INLET
BROW DITCH; Ty/>£ ,3
PROPOSED SPOT ELEVATIONS
EARTHEN SWALE
DAYLIGHT LINE (LIMITS OF GRADING)
SLOP£ EMBANKMENT (2: 1 MAX.)
PUBLIC UTILITY EASEMENT
EXISTING CONTOUR
AN/SH CONTOUR
RETAINING WALL••
TYPE G-2 CURB & GUTTER
TYPE G-1 6" CURB
CUT/FILL LINE
CV!'$ OIJTt.e.'r
0-2•
D-75
C-4
G-2
G-1
•AS MODIFIED PER CITY OF CARLSBAD STANDARDS
••CONSTRUCTED BY SEPARATE PERMIT
-..Ji..
:=y I
---1so---
----o--Wf.---+----
NOTE: THE SOUND WALL SHALL BE BUILT ACCORDING TO THE PRECISE GRADING PLANS
SHEET INDEX
SHEET I TITLE NOTES
SHEET 2 KEYMAP ENGINEER SHEET 3 DETAILS
SHEET 4-7 GRAD I NG PLAN -OF
SHEET 8 EROS I ON DETAIL SHEET ) . ',,7/4J__ SHEET 9 EROSION CONTROL PLAN • RA \(ONO L. MARTIN
RC NO 48670 EXP. 6/30/04
QUANTITY
1100 L.F.
8 £.A.
I/SO LF
4237 L.F.
129 L.F.
I cA
WORK
~/4 r-/4, • DATE
EARTHWORK QUANTITIES* BENCH MARK
CUT: 18,630 CY
FILL: 15,755 CY DESCRIPTION: STANDARD M-10 STRE~T 8,
EXPORT 2,875 CY CENTERLINE WELL MONUM T
REMEDIAL -CY LOCATION: CENTERLINE OF EL CAMINO REAL AT * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ENGINEER'S STATION 454+92 P~R
AR£ NOT TO BE USED FOR BIDDING, BUDGETS R.S. 1800-1 ~
OR OTHER PURPOSES. RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION." 68.479 DATUM: NGVD OF 1929
MUNICIPAL PLANNING DEPARTMENT APPROVAL "AS BUILT"
DISTRICT IM.~&,,,~~.; 00th DATE:'! /2-'lft?J
IIICllilL I. JIOJ.ZVU.IER. PLAHNilll DIRECTOR DATE
<D,--2:~c j-RCE EXP.
DATE:o/ /.2-t'0.3 REVIEWED BY: (SIGNED)
R.C.E. 33698 DATE ~~.;,,,.
DEPUTY CITY ENGINEER EXP. B/30/06 REComNDm BY: Do~~~ E..o u-, INSPECTOR DATE _,
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
WESTERLY LINE OF GLASGOW DRIVE AS DEPICTED ON
PARCEL MAP NO. /6233. I.e. N /8"36'34" W
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION 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 DATE INITIAL DATE INITIAL
REVISION DESCRIPTION TWO WORKING DAYS BEFORE YOU DIG ENGINEER OF WORI OTf/E:R APPROVAL
DATE INITIAL
CITY APPROVAL
IT] CITY OF CARLSBAD
£NG/NEERING DEPARTMENT
I SHgTS I
GRADING PLANS A<.JCl ~e,101-1 Cof..'r"""-fb,e.:
CALA VERA HILLS
VILLAGEE-1
APPROVED U.OYD B. HUBBS tf r k ~ d •<:~ •~ ~ 9,[~.5 "}_ cITY ENGINEE. !?ct=~:__., ExeizZ::u Zos ' DATE
OWN BY.·1
CHKO BY; B£.'S:
R\IWO 8Yc ~-, "~·
PROJECT NO.
CT 01-03
DRAWING NO.
405-6A
WO NO 553-163
BIN :
I
I
\
; ,I:. -o
U) (J1
I O')
)>
R.0.8. NO. 11188
RFIMAINDF.R PARGE'L
CARLSBAD TRACT NO. 88-82
CALAVERA HILLS VILLAGE Q
MAP ND, 12950
R,0.8. NO. 16881
0
PDfff/ON LOT -J"
RANCJ-/O AG J-JEDJONDA
MAP N. 823
4
eo 60 120 180 ----
SCALE !"=60'
7
HUNSAKER
& ASSOCIATES
SAN DllCO, INC
PLANNING 10V9 Huennekens Streel
ENGINEERING San Diego, Ca 92121
SURVEYING PH{B58)558•4500· FX(858)558-1414
INDEX
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1,...Q
I I '
I I e1..0G '2,1
\~ ~ G 'J.'6 e'-° ~ I I
I I
BLDG 4
\372.00\
__......-:::
--' \~ --
MAP
I \, -
I -
-POL C
\ 8-.. 08
'i'-
l' \' "\ ,m o\"I \
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KEY MAP
SCALE: 1" = 60'
lt:i.0£X ~e. L~/J.'-l:i.O
104
SCALE: 1 "=200' SUBDIVISION BOUNDARY --SHEET NO.
STORM DRAIN -===@F= -
SHEET INDEX --·--
WATER -w w-
NOTES & DETAILS SHEET 1-J SEWER 0----0---GRADING {PA3. 15) SHEET 4-8
EROSION CONTROL SHEET 9-10 RIGHT OF WAY
EASEMENT --------
STREET NAME CIRCULO $£QUO/A
LOT NUMBER BO
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ENGINEER'S SPECIAL NOTES
1. CONTRACTOR IS RESPONS/Bl£ TO NOTIFY f.NGINITR OF WORK WHENEVfR TH&
PIANS SffM UNCLfAR, THESE NOnFICAnON SHALL BE MADE SUFFICIENTLY IN NJVANCf
OF CONSTRUCTION TO ALLOW THE ENGINEER OF WORK ADEQUATE: nME TO RESPOND.
2. ONLY GRADING AND PRfVATE: DRAINAGf FAC/LlnES AR£ APPROVED ON THIS GRADING
PLAN. ALL OTHER FEATURES ARE SHOWN ONLY FOR INFORMAnONAL PURPOSES.
3. RETAINING WALLS ON THESE PLANS ARE SHOWN ONLY AS SUPPLEMENTAL
INFORMAnON, A SEPARATE PERMIT AND INSPECTION W'I.L BE REQUIRED FROM THE
BUILDING DEPARTMENT FOR ALL RETAINING WALLS SHOWN HEREON,
4. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR GRADING OPfRATIONS OR GWJ/NG
WORK DONE, THE CONTRACTOR IS SOLELY RESPONSIBLE.
5. THE SOILS REPORT AND ALL THE SUPPLEMENTS Tll£f1EOF ARf INCORPORAmJ INTO ANO
MNJE A PART OF THIS PLAN. ALL EARTHWORK OPE:RAnONS SHALL BE CONDUCTE:D
UNDER TT/£ INSPECTION OF A OUALIFIED SOILS ENGINEER OR HIS REPRESENTAM.
REGISTERED IN THE STATE OF CALIFORNIA TO PERFORM GRADING /NSPECnON WORK.
6. DEVIATIONS IN THE EX/snNG ELEVATIONS SHOWN HERE:ON 1/AY fXIST AT THE 711.1£ OF
CONSTRUCTION, CONTRACTOR SHAU VERIFY EXISTING ELEVATIONS OF THE GROUND
AT THE DAYLIGH1S LINES, AND NOnFY THE ENGINEER OF WORK OF ANY DEVIATIONS
SIJFFICIENll. Y IN ADVANCE OF Tl/£ GIIADING WORK TO Al.LOW FOR IJODIFICA TIO/I OF THESE PW/5.
7. THE OWNER, DEVELOPfR OR PERMl11ff OF THIS PROPERTY IS ADvrsED, THAT THE F1NISIIED
LOT OR PAD CREATE:D 1/AY OR MAY NOT 8£ COMPLETELY SUITABLE RJR THE USE HE
OR SHE INTE:NDS, AND IS AOV/SEO IV OBTAIN SUITABLE SOILS AND/OR STRUCTURAL
EI/G/1/EERfNG AINICE IN CONt/EcnON WITII ANY FUTURE SPECIFIC PROSPEcnVE DOOOPMElff.
8, THE STORM DRAIN SYSTE:M REFERENCED ON THESE PLANS AND PER THEIR PERSPEcnVE
IMPROVEMfNT PLANS, SHALL BE CONTRUCTE:O IMMEDIATELY UPON COMPLETION OF
GRADING, OR SOONER IF POSSIBLE.
9. PER CARLS&W MUNICIPAL CODE. THE PRIVATr ENGINEER
RfSPONSIBLE FOR SURVEYING WORK DURING COIISTRUCnON SHALL Pl10VID£ TO THE C1TY
WRITTEN REPOR1S STAnNG THAT ALL WORK INCORPORATED IN THE GI/AD/NG PIANS HAS
BffN CONSTRUCTED 7V THE LINfS AND GRADfS Ill SUBSrANTIAL CONFOR/MNCE Wl7H THE
APPROVED PLANS. THE PRIVATE ENG/1/ffR SHALL N.SO PREPARE THE AS-BUILT DRAWINGS
FOR THIS PROJECT. THE SOILS ENG/NEEi/ SI/ML PREPARE A RI/AL REPORT ANO AS-BUILT
GEOLOGIC PW/ FOR APPROVAL BY TIIE CITY. NID, THE lANDSCAPE ARCHflECT /,/UST PREPARf
A FINAi. REPORT AND AS-BUILT LANDSCAPE AND IRRIGATION P!AN FOR APPROVAi_ BY THE CITY.
10. NO 8LAS11NG SHALL 8£ DONE UNnL PERMISSION IS OBTJJNED FRO/I THE GOVERNING PUBUC
AGENCY. 11/E C0/1111AC7V/1 IS Ai_SD RfQUIRED ro NOTIFY THE ENG/NEEi/ OF WORK PRIOR ro
PERFORMING ANY ROCK REMOVAi_ OPERAnONS.
11. THE COM1/ACTOR SHALL BE RESPONSIBLE FOR MA/ltrAINING ALL THE EROSION COIITROI.
FAC1LITTES THROUGHOUT THE DEVELOPMENT OF THE PROJECT.
12, FLOW LINf ELEVA110NS SHOWN HEREON WERE DEJERM/NED 8Y INTERPOlATION USING Tllf
AERIAL TOPOGRAPHY. ACTUAL GRDUl/0 ELEVAffONS 1/AY VARY. CONTRACTOR IS RESPOIISIBIE
TO INSURE THAT ALL ORA/NAG£ GETS INTO LINfD DITCHES AND REMAINS IN THE DITCH
UNnL DISCHARGED 1117V UNDERGROUl/0 DRAINAGE OEV/CES OR ENERGY DISSIPATORS.
1 J. CONTRACTOR TO BLEND CONTOURS OR SLOPES INTO EXISTING GROUND ro PROVIDE POSITIYf
DRAINAGE AWAY FROM TOE OF SLOP£
ENGINEER OF WORK
0 48670 EXP. 6/30/04 DATE
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLIINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1 B00-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT, CONTROL DATA)
KEY MAP LEGEND [I]
ELEVATION: 68.4 79 DATUM: NGVD OF 1929
PROJECT BOUNDARY
STORM DRAIN
RIGHT OF WAY
EASEMENT
STREET NAME
BLDG NUMBER
===@=
COLL£G£ BLVD
12.J
SHEET NO. "AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR OAT/;
i-----t----+-------------+-----+--+---+----l I SH2EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT g
DA TF INITIAL
ENGINEER OF WOR Rfll/SION DESCRIPTION
DATE: INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVtD LLOYD 8. HUBBS (31'"
4 6 ·~ ,.,.,.,.?stiiifi. ~/.%i"~J CITY tNGINEE RCt ~ EXPJ2/3J /05:,1ff
OWN BY:-~~-,
CHKD BY: 1'U
R\IWD BY: ~
PROJECT NO.
CT 01-03
DRAWING NO.
405-6A
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SHOWN ON PLANS
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TOP OF ALL PAD SIDE AND
REAR SLOPES.
SECTION H-H TEMPORARY
EARTHEN BERM DETAIL
TYPICAL ROUGH
PAD GRADING
NOT TO SCALE
PAO
AREA
PAO
AREA
Ii--
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TYPICAL LOT GRADING REAR OF LOTS
NO SCALE
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--"\:~bt1~R'6'1>~~-ll1NE
SECTION C-C
NOT TO SCALE
SECTION D-D
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;w.,tP. §E~~HXl'J C
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LOT PAD
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AND ROLLED BACK AT TOP TO REMOVE PAD SLIVER BEYOND PROPERTY LINE
SECTION E-E
NOT TO SCALE
07 TOP/TOE OF SLOPE
OR DAYLIGHT LINE
C EARTHEN SWALE
w a.
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C
TYPICAL PAD GRADING DETAIL
NO SCALE
J9 ' PI.B.. IC UT IL I TY AIIJ ACCBS EASE/ENT
J' 4.5' 12' 12' 4.5' J'
s· s'
TYPICAL PRIVATE DRIVE
ESKER DRIVE &: ARTESIAN WAY
NOT TO SCALE
54 ' Pl.8.. IC UT/ LI TY iWJ ACCESS EASEMENT
5' 5'
• SECTION TO BE REDUCED TO 26 FEET AS SHOWN ON PLAN
FOR TRAFFIC CALMING.
PROJECT WALL--
(PER OTHER PLANS)
Sff LANDSCAPE
PLAN FOR PLAN TING
IN THIS AREA
TYPICAL PRIVATE DRIVE
JETTY POINT &: BACKSHORE CIRCLE
NOT TO SCALE:
GRAb11vG I
12a·L
=----__/ ,'iiioi Er
BROW DITCH
PROJECT
BOUNDARY
~ EXISTING FENCE
EXIST. BROW r:. DfT: TO REMAIN
EXISTJ'~--
GROUND '-"'cl~"-
SECTION 11D11
SCALE, HOR/Z. & VERT l"-5'
......_ __ _
R/W
5.5' 4.5"
2/f
SECTION "A"
SCALE, HOR/Z. & VERT. 1"-5'
R/W
J' 5• 2.5'
J'
2/f
5.5°
__,..-LOCA nDN OF
SOUND WALL
(PER DWG OJOOJ)
LOCA TfON OF ---;.-
SOUND WALL
(PER DWG OJDDJ)
PROJECT WALL--
(PER OTHER PLANS)
SEE LANDSCAPE
PLAN FOR PLANTING
IN THIS AREA
2/f
SECTION 11811
2/f
COLLEGE
BLVD
SCALE, HOR/Z. & VERT 1"-5'
GRAD/NC l
,---PROJECT
BOUNDARY
~ EXISTING FENCE
L EXIST. BROW -~ -----1""2'f'.O"J'' ~r:.'__,f, DIT: TO REMAIN
\_J69.0 ~ J
TYPE B .____,
BROW DITCH EXIST
GROUND -"-
SECTION "C"
SCALE: HOR/Z. & VfRT. 1 "=5'
......_ __ _
ENGINEER OF WORK
h/4d~
DATE
BENCH MARK
DE:SCR/PTION: STANDARD M-10 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)
ELE:VATION: 68.479 DATUM: NGVD OF 1929
"AS BUILT"
RCE ____ EXP. ___ _ DATE
REVIE:WE:D BY:
INSPECTOR DATE
~ CITY OF CARLSBAD I SHEETS I 1-----+----+-----------------+----+---+----+----I L2_J ENGINEE:RING DE:PARTMENT g
1---+---+-----------------t---+---+---+---I
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
1-----+----+-----------------+----+---+---+----1 GRADING PLANS FDR:
CALA VERA HILLS
VILLAGEE-1
1-----+----+-----------------+---+---+---+----I APPROVED LLOYD B. HUBBS QY . I
4 <-cA ~..dr '6 -~bf"/&l
CITY ENGINEFfi Rli&~RB9 EXP 12 /31 /05 7DA IE 1----+----+-----------------1-----t---i-------i-----i
PROJECT NO.
PLANNING 10179 HuennPken~ Street DA TE: INITIAL DA TE /NIT/Al DATE INfTTAL CHKD BY: 1----+----+-----------------11--_-_-_-_-~--t--_-_---,-t_-_-_-_-~-t--_-_---,-tl"D'."'WN"Ll__!BY:.'::: :::::~~ 1 ·
REVISION DESCRIPTION R"uo a" CT 01-03
I DRAWING NO.
405-6A
ENCINFFRING San Diego, Ca 92121
SURVFYINC PH(8.SA)5S8-4S()()• FX\8S8)SS8-1414
ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL "" ':
R, \0196\&Eng\GRADING\0196rg03.dwg[ 1275 ]Sep-18-2003: 10: 24 WO NO 553-16,3
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ENGINEER OF WORK
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. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO,
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ELEVATION: 68.479 DATUM: NGVD OF 1929
"AS BUILT"
RC[ ___ _ EXP. ___ _ OAT[
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INSP[CTOR OAT[
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DATE INITIAL DA TE INITIAL DA TE INmAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD 8. HUBBS or
,a < , .. ¥ 1<1Yfuifi!l' ·,4 ~/" ~/.,,,, 3 CITY ENGINERCEB FYP12/3] /05 DATE
PROJECT NO.
CT 01-03
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PLANI\IING
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10179 Huennekens Street
San Diego, Ca 9:l121
PH(8S8)SS8·4500· FX(858)556·14"14
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ENGINEER OF WORK
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RCE NO 48670 EXP. 6/30/04
rirl'-?-
7 DATE
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. 1800-1
• RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 7929
"AS BUILT"
RCE EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
.----t----t-------------+--+--+---l---l I SH5EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 9
t----t----+----------------il..-----1----1----1--...I ~G~RA~D~IN~G~P~LA~N~S~FO~R~::::::::==:::::::::::=:::::::::=.=::=:=:'....:::=:~
DATE INITIAL DATE INrTIAL
ENGINEER OF WOR, REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
CALA VERA HILLS
VILLAGEE-1
WO NO 553-163
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10179 Huennekens Street
San Diego, Ca YZ121
PH(858}558,4500· fX(858)558·1414
SEE SHEET
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ENGINEER OF WORK
,J.r/4:>
DATE
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION:
RECORDED:
ELEVATION:
CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 4~4+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVD OF 1929
"AS BUILT"
DATE /?CE ___ EXP.
REVIEWED BY:
INSPECTOR DATE
t----t---f---------------1--l----+----+---I~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT g
l----+--+--------------l------l----1---1------1 GRADING PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD B. HUBBS dY'
1-----t--+---------------+---l-----ll----..J.---I {$; fuG7,_,}~c't"'"titls ,·.,:.. EYPJ2/31 /05 7'2.s_;l:J
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: ---,.c-=c.--
CHKD 8Yc
RVWO BY:
PROJECT NO.
CT 01-03
DRAWING NO.
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WO NO 553-163
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RECORDED FEB 2~ 1986
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HUNSAKER
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10179 Huaineken.s 5Lre-et
San Diego, Ca 92121
PH(BSB)S58-4500· FX(858)558-1414 E:NG!Nff:R OF WOR
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STANDARD M-10. STREET DESCRIPTION: CENTERLINE WELL MONUMENT
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COUNlY BENCH LEVELS (NO . RECORDED: COUNlY VERT. CO~TROL DATA)
ELEVATION: 68.47~ • DATUM: N~~D OF 1929
"AS' BUILT
RCE EXP.
REVIEWED BY:
INSPECTOR
DATE
DATE:
D I SHEETS I
WO NO 553-163
BIN :
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DALE GI ITD AT (858)481 8500
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
CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. 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 ADOITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TH£ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER TH[ APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOP£ AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DE.VICES 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 AFT[R 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
B.
C.
D.
E.
II
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 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 AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 2 7 2 OF TH£ STANDARD
SPECIFICATIONS AND TH£ FOLLOWING:
A. HYDROSEEDING SHALL fJE APPLIED TO:
1. ALL SLOPES THAT AR£ 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 15: 1 WHEN ANY OF TH£ FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPES THAT AR£ GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WA TE.RING FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL fJE WATERED fJY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUfJMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED 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 MILLEFOUA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHDLECA
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 DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
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.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL fJE PREPARED PRIOR TO HYDROSEEDING 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 SUFF/CIENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING. BY:
a. 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 LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
HUNSAKER & ASSOCIATES
SAN DIEGO, INC.
PLANNING ■ ENGINEERING ■ SURVEYING
1017'} Huennekens St. ■ Suite 200 • San Diego, CA 92121 ■ PH: (858) 558·4500 • FX: (858) 558-141'1
PUfJLIC RIGHT-
OF -WAY
100'MIN.
8" MIN. I PROFILE
EXISTING GROUND
_J__
74'MIN.
T
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIA E TRANSITION
BETWEEN STAfJILIZED CONSTRUCTION
ENTRANCE ANO PUBLIC R/GHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
I-
-4" VERTICAL FACE
[MBEODING DETAIL
ANGLE FIRST STAKE TOWARD
PR[VIOUSL Y LAID BALE ----.
FLOW---
; _.---
--
-WIRE OR NYLON .
BOUND BALES
PLACED ON TH[
CONTOUR
-2 RE-BARS,STEEL PICKETS,OR
2"X 2• STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DETAIL .. ' DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND [XCAVA TE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
TH[ WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPL[ W/R[ FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
9 IN. E:ARTHE:N RIDGE
2 FT
UNLINED SWALE & BERM
·············-·· .-..• -.·;: :;; ; ; :; ; .-.-.-.-.-.-.-:. . . . ............................ ;· ·.·.·.··
RUNOFF
WATER WITH
SEDIMENT
S[D/M[NT
_ 1_1 -1-=
--::1 I 1=111-11 l,rjilll;il 1i11 Ui'il •
WIRE SCREEN
-FIL TEREO WATER --... ---
-DROP INLE1
WITH GRATE
CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
----
DROP INLET
WITH GRATE
STRAW BALrS
STAKED WITH TWO
STAKES PER BALE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT/SI
END AND SIDE
OVERLAP AT
CORNERS
2X6 STRUT/SI
REQUIRED WHEN
NOTED ON PLANS
STAKED
STRAW fJAL[
2X6 STRUT/ S)
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB -1
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0. 9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS
24"
18" I
LOG CHECK DAM
r
A
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
(A)
j
coARsr AGGRE~=Arr I
FLOW --·-24 IN (61 CM)
0 j
(8)
L-DISTANCE SUCH THAT POINTS
A AND fJ ARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
SWALE
!fRECTION OF
Htti FLOW "
li-1--t GRAVEL 8'1GS (rYP.)
w-75,i ROADBED
WIDTH
ENTERLINE
tJ'(MIN.) SPACING FOR
VEHICLE ACCESS
X SWALE ~
A-PLAN
NO SCALE
BAG MIN.
~GRAVEL BAGS (rYP.)'
~
AR
TO
iiimi
ST ROW OF BAGS~ECTION BE HALF BURIED A-A~
NO SCALE
STREET SLOPE INTERVAL
LESS THAN 2,i 200·
2,i TO 4,i 100·
4X TO 10,i 50'
MORE THAN 1 o,i 25'
NOTE: PROVIDE VE:LOCITY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
INDICATED ABOVE.
SAND BAG VELOCITY REDUCER
NO SCALE
DAT£: INITIAL
X
20-:J0 5'
:JI -40' 7'
41 '-50 .o'
51 60 1:1~ 01
DAT£: INITIAL
ENG/NffR OF WOR1 REVISION DESCRIPTION OTHER APPROVAL
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILlZED CONSTRUCTION
ENTRANCE
1 E.A.
SILT FENCE
HYDROSEED
GRAVEL BAGS
RIPRAP
DATE INITIAL
Cl7Y APPROVAL
2750 LF -IJ---{J--[J--C
, • • • • • I 19000 SF l ... ... "' ... ., ...
1500EA =
PER SDRSD D-40
ENGINEER OF WORK
~ '/,:J gz:{ r ,/4 .J . .
R, ONO L. MARI IN DATE NO 48670 EXP. 6/30/04
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. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE:
I SsET I CITY OF CARLSBAD I SHgTS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
APPROVED LLOYD B. HUBBS (3 r ~~~3 A"' -/7~ .•
CITY ENGINEERV RCE EX0 ' ~ 1 5 DATE
OWN er PROJECT NO. DRAWING NO.
CHKD er:~~ RI-WO er.-_ "/ CT 01-03 405-6A
R,\0196\~E<ig\GRADING\0196rg08,>wg[ 1275lSep-18-2003/tt)llNO 55J-7 6J
B.'N
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G')
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40
PLANNINC
ENCi NEERiNG
SURVEYINC
R,0,S, NO, 11186
\
1T 'J'
'OJONDA
0 40 80 c__ __ --=.
SCALE 1 'c 40'
HUNSAKER
& ASSOCIATES
SA"l DIEGO, INC.
10179 Huenneken~ Street
San Diego, C__a 92121
PH(B58)558-4S00· FX:(8-;8)558-1414
120
I I
Fi,O,S, NO, 1BBB1
\\--'c,\
·, ~
\
' ~~
\
102
PCL D
3 OB
\
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79+0(/. ..•
PCL C
3-06
TJ-JE
CAF!LSE!AD TFIACY NO, 81-47
CAPE A 1 GALA VEFIA 1-JJLLS, UNJT No, 1
A1AP No, 10585
Bo+oo
104
0
<:il ' 0
<D
I
SANDBAG ROW SPACING TABLE
STREET GRADE l"1Tl.f?Vtll
LESS THAN 2:C 100'
2:C TO 4:C 50
4:C TO 6" 25'
ENGINEER OF WORK
~ Y"l~ 8-Ark ~NDL.MARTiN
RC£ NO 48670 EXP. 6/30/04 DAT£
BENCI-:I MARK
DESCRIPTION: STANDARD M-1 0 STREET
CENTERLINE WELL MONUMENT
U: 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)
ELEVATION: 68.479 DATUM: NGVD OF 1929
"AS BUILT"
RC£ ___ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
t---t--+----------+----+---+-~---1 ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT g
i-----t--+----------------+---+--f---+----1 EROSION CONTROL PLANS FOR:
CALA VERA HILLS
VILLAGEE-1
t-----i---t-----------------1---+--+--+---I APPROVED LLOYD B. HUBBsar
t----t----t-------------+--+---+---+----1 /4 C r z:r--,4 ~ . ,-.. ,. 9/.2.r/o 3
CITY ENG/NEB/'( RIT fflflfg EXP12/3! /05. '? 'DATE i-------i---1-----------------t---+--l-----+----I
i------;--,-----------------t---+--l-----+----1 OWN BY.· -..--:c=-
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
REVISION DESCRIPTION ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RvWD BY.
PROJECT NO.
CT 01-03
DRAWING NO.
405-6A
WO NO 553-163
BIN :
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