HomeMy WebLinkAboutDWG 415-7A; MS 03-05; GARFIELD POINT; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTE:R 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVE:D BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE: IS DISCOVE:RED.
J. CITY APPROVAL OF PLANS DOES NOT REUEVE: THE DEVE:LOPE:R OR ENGINE£R-0F-
WORK FROM RESPONSIBILITY FOR THE COR!(tCTION OF ERRORS AND OMISSIONS
DISCOVE:RED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPAR7MENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE: BEEN OBTAINED FROM
THE CITY AND OTHER APPROPR/A TE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VE:HICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, !ffei LABORATORY WORK SHEETS AND (C) COMPACTION
CURVE:S, SHALL BE SUBMI D BY A PROFESSIONAL ENGINEER OF THE STA TE 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 TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VE:RIFICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/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 SPECIF/CATIONS AND THE
' EARTHWORK SPECIF/CATIONS ' ATTACHED TO THE PRELIMINARY SOILS
INVE:STIGA T/ON. DAILY FIELD COMPACTION REPORTS v.!LL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECQNSTR(/CUQN MFfDNG SHAii Bf HfLQ AT THf SITE PRIOR TO Tf/f
B£GINMNG OF WORK AND SHAii BF AT1FNDfD BY All RfPRfSENTAT(VfS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
QTHFR ASPECTS OF 7Hf WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760)4J8-1161 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAv.!NGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT v.!LL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECITQN REQUESTS 07HFR 11-IAN FOR PRECDNSTRUCT(DN MITT(NG MLL BF
MADE BY CAIi ING THE ENGINEERING 24-HQ!IR INSPECTION RfOl/fSI I INF AT
(760) 438-3891. INSPECTION REQUEST MUST BF RECffVfD PRIOR TO 2: DO PM
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS v.!LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE: FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVAT(ON IF 7Hf PLAN VARIES FROM 7Hf SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFED'. ORDERS. TITLE B
CALIFORNIA ADl,1/NISTRAVVE CODE. TH£ PLAN SHALL BF PREPARED BY A
REGISTERED ENGINEER AT 7Hf CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT ~LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE {Mld[QIA TELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET~EN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL QF[-SIT£ HAUL ROUTES SHALL B£ SUIJMITT£D BY TH£ CONTRACTOR TO TH£
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BF RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG 7Hf HAW
ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION.
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE: A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVE:D BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVE:D
AND DISPOSED OF AT A SITE APPROVE:D OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND /OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVE:MENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4'
ROCK PER SDRSD 5-4 TYPE •c• AND PIPE MEETS AS7M STANDARD JOJ4 FOR
SOR J5 SOLID WALL PIPE.
JI. WHERE AN £XIS TING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN ~NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED v.!TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVE:D AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VE:RIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE:.
UNDERGROUND SERVICE ALERT
SDG&E
1-B00-422-41JJ
1-800-660-7J4J
1-B00-892-012J SBC
ADELPHIA CABLE COMMUN/CATIONS
COX COMMUN/CATIONS
(760)4J8-77.Jf.1
(760)806-9809
(760)4J4-29BO
(760)4J8-2722
(760)6JJ-2650
(760)75J-0155
(760)744-0460
(760)75J-6466
(760)726-1J40
• CITY OF CARLSBAD(STREETS & STORM DRAIN)
• CITY OF CARLSBAD(SE~R. WATER & RECLAIMED WATER)
• SAN DIEGU/TO WATER DISTRICT
• LEUCADIA WASTEWATER DISTRICT
• VALLECITOS WATER DISTRICT
* OLIVENHAIN WATER DISTRICT
BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
J4. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRAD/t;,f -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE: TECHNICAL ADVICE,
OBSERVE: AND CONTROL THE WORK IN PROGRESS {11.06.170(8)}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {11.06.190(8)} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVE:D PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPART/JENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE: QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT v.!TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT TITLED REPORT OF GEO TECHNICAL INVEST/GA TION ,
PREPARED BY C. W. LA MONTE COMPANY , DA TED
DECEMBER JO. 2002 SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: LINTVEDT. McCOLL & ASSOC/A TES
ADDRESS: 2B10 CAMINO DEL RIO SOUTH. SIUTE 200
CITY, STA TE: SAN DIEGO. CA 92108
TE/,£1"~;:94 4440'J.t
BY: t= _,t.~]U1/M __ DATE: 2-12-2004
PA TRICIA M. McCOLL
R.C.E. NO.:~J=6=B~7J'--------------
REGISTRA TION EXP/RATION DA TE:-'6=J"'0~20.,0,:,:4 ____ _
SOILS ENGINEER'S CERTIFICATE
I, CLIFFORD W. LA MONTE , A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WA~ MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
12L2J , 2002 AND 08/20 , 200J. . TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. k /).
SIGNED: (tC) ~~'
P.E. NO.: ~O:C252411 G.E.-N0.0495
OA TE: ----=:2=--,_/=:Z'---0~~'---------
LICENSE EXP/RATION DA TE: 12/31/05
OWNER'S CERTIFICATE
I ( WE) 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.
NAME DATE
INDEX MAP
EXISTING UTILITIES LEGEND
ITEM
GAS LINE
WATER LINE
ELECTRICAL LINE
TELEPHONE LINE
NOTES:
1. COMPLETE TAX ASSESSOR'S NUMBER:
2. LEGAL ACCESS:
J. EXISTING ZONING:
4. GENERAL PLAN DESIGNATION
5. PROPOSED USE:
6. SOURCE OF DOMESTIC
WATER SUPPLY:
SYMBOL
206-092-17
GARFIELD STREET
R-2, BAOZ
RMH
RESIDENTIAL
CITY OF CARLSBAD
SITE
7. FIRE PROTECTION:
8. SCHOOL DISTRICT
9. SE~R:
CARLSBAD FIRE PROTECTION DISTRICT
CARLSBAD UNIFIED SCHOOL DISTRICT
CITY OF CARLSBAD
10. TOTAL AREA: .22 ACRES
11. SOURCE OF TOPOGRAPHY: SOUTHERN CALIFORNIA SURVEY
DA TED: JUNE 29, 2000
SUPPLENTED W/ CITY OF CARLSBAD
200 SCALE TOPO (EAST OF SITE)
12. TOTAL NO. OF LOTS & UNITS : 2
1J. AVERAGE DAILY TRAmc
EXIST -1DU X 10 TRIPS/DU =10 ADT
PROPOSED -2DU X 10 TRIPS/DU = 20 ADT
14. PROPOSED DENSITY 1DU / 11 ACRES
15. TOTAL BUILDING COVERAGE:
LOT 1 = 2J18.66 SOFT
LOT 2 = 2457. 76 SOFT
16. SEE ARCHITECTURAL PLANS FOR RETAINING WALL DESIGN.
0 Gd
OCEANSJDE
CARLSBAD
Source: USGS DLG Data
VICG!u1ity M~~
SOURCE OF TOPOGRAPHY
~
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY: SOUTHERN CALIFORNIA
SURVE:Y. METHODS FROM INFORMATION GATHERED ON FIELD SURVE:Y,
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
APN 206-092-17
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1998444 E 6226407.
EARTHWORK QUANTITIES
CUT: 395 CY
FILL: 75 CY
IMPORT: CY
EXPORT: J2Q CY
REMEDIAL: 1060 CY
BENCH MARK
DESCRIPTION: -"'-P...,IK..__~~~~-----------
LOCA TION: SOUTHEAST CURB RETURN OF DAT£ AVENUE AND
GARFIELD STREET
RECORDED: CITY OF CARLSBAD
ELEVATION: 44. 16 DA TUM: MEAN SEA LEVE:L
LEGAL DESCRIPTION:
LOT 2 IN BLOCK 'V' OF PALISADES NO. 2, MAP NO. 180J
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE
OF CALIFORNIA SEE CITY OF CARLSBAD BOUNDARY ADJUST/JENT
AND CERT/FICA TE OF COMPLIENCERECORDED 6/26/91
AS F /P NO. 91-0J09B74 AND 91-0J09875 OF OFFICIAL
RECORDS. ASSESSORS PARCEL NO'S: 206-092-17
SUBDIVIDER:
SEA BISQUIT, INC.
P.O. BOX #2406
CARLSBAD, CA 92018-2406
PA TRICK W. MCGUIRE
OWNERS:
PRESIDENT
SEA BISQUIT, INC.
P. 0. BOX #2406
CARLSBAD, CA 92018-2406
PA TRICK W. MCGUIRE
PREPARED BY:
PRESIDENT
L/NTVE:DT, McCOLL AND ASSOC/A TES
J7J7 CAMINO DEL RIO SOUTH, SUITE 200
SAN DIEGO, CALIFORNIA 9210B
, i~'h\JtiM/
PATRICIA M. McCOLL RCE 36873
~r,, M. 1'1cC/:3 ~
No. 36873 <;'.--i
rT1 p. 6-30-2004 :;o
~
"-CIVIi.. ~~
.OF CA\.\ ~Q~
.
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND /'"ILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T 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, RESOLU noNS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION N0.54B2, 54BJ DA TED 10/15/0J
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY CW LA MONTE
_____ DA TED 12-.30-02
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
a CALIFORNIA COASTAL COMMISSION DEVE:LOPMENT PER/11/T CONDITIONS
DA TED 10115/0J .
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED 10/15/0J
LEGEND
DESCRIPTION
PROPERTY LINE
BUILDING SETBACK LINE
PAVE:MENT ELEVATION
FINISH GRADE ELEVATION
DWG.NO.
TOP AND BOTTOM OF WALL ELEVATION
TOP OF FENCE ELEVATION
IE FOR AL TERNA TE DESIGN
EXIST. CONTOUR
EXIST. TREE
CUT /FILL SLOPE
FINISH SPOT ELEVATION
DAYLIGHT LINE
NEW SE~R LATERAL
NEW WATER LATERAL
SYMBOL
50.20 e_
50,?0
50 20 Tr -fso.20 'IJ.
0
y 2:1 y
790 ~ --------®
---@
QUANTITY
PROPOSED STORM DRAIN, PVC SCH 40 6" PVC C 2% UNLESS OTHERWISE SHOWN
12• X 12' CATCH BASIN:
MANUFACTURER MODEL NO.
"CONNECTOR KINGS' CK SERIES OR EQUAL
12" X 12" STORM DRAIN CLEANOUT:
MANUFACTURER MODEL NO.
'CONNECTOR KINGS' CK SERIES OR EQUAL
6" PLANTER DRAIN:
MANUFACTURER MODEL NO.
'CONNECTOR KINGS" CK SERIES OR EQUAL
GRADED SWALE
CONCRETE PAVING
DIRECTION OF FLOW
ffi DOUBLE CHECK VALVE W3-A
PLANNING DEPARTMENT APPROVAL
□ 6 EA
6 EA
D 4 EA
<= <= <=
r ,~-_ ... ~ ... · I
.. .. ..
•
"AS BUILT"
~\e'<~Ob NBD) DATE: 3/ f,/04-±~ill~ 1-t]-Q:t
NJCIIABL I. l!nJZVJI.J,EQ, PLANNING DIRECTOR RCE36873 EXP, 6-30-06 DATE
µ(........:;. DATE: 3 / '6 /o '-/ #
~7-E::~~
(SIGNED)
RECOIIIIENDID BY: l£?'5tc ◄ ~&3@i /-.2. I-.,,.,r b • INSPECTOR DATE .
t ,12010· UA /1\ t,S-BIIILT Wt,TERtSEWER 0"-ILY I SH1ET I CITY OF CARLSBAD l SHF!TS 7
ENGINEER INC, DEPARTMENT ")_ -GRADING PLANS FOR:
GARFIELD POINT
APPROVED LLOYD 8. HUBBS tft'Y--r/oi. A '.'k,~ ,-~ _, o'f CITY ENGIN-R PE889EXPIRES 12/31 /05 rfA•,-t
11' DWN BY: DATE INITIAL ~if
PROJECT NO. 11 QRA,llll\G NO., DATE IN/llAL DATE /NlllAL CHKD BY: REVISION DESCRIPTION MS 03-05 j 415-?A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Ole-
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22590RD02
MASONARY RETAINING W~LL .s~ PER RSD C-1 WITH 42 ~__;~,s REDWOOD FENCE
' --::..---N38"02'32"W
t!!
MASONARY RCTAINING W~LL PER RSD C--: 1 WITH 42
REDWOOD FENCE
CONSTRUCT SLEEVE IN WALL TO
ACCOMMODATE CHANGE IN PIPE
ELEVATION FOR POTENTIAL FUTURE
ALTERNATIVE DESIGN
DRAIN AT DAYLIGHT I
R/W 60' R/W
-----
32.4' 16.4'
----►◄ ► ~0~ 43.55' -- ---· ---·-·-·-·· -···----··-· -·-·· ---------.... --_,. --/' ~ 18.8' 13.6'
MASONARY RETAINING W~LL PER RSD C-1 WITH 42 REDWOOD FENCE
END 8" HIGH UR
DOUBLECHEC.K
VNJ/EPER W3-A
NEW SEWER
LATERAL
BEGIN 8" HIGH CURt1--
...._ FIREHYDRANT LOCATED O
S.E. CORNER OF GARFIELD ST.
AND OLIVE AVE (80±)
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PARCEL 1
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FF 50,00 • !'9 PAD 49.33 ··, ti Q -~ .>-:
,),
Q
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PARCEL 2
48.50
PAD 47.83
·"' (t) A~ TERNATE DESIGN
8 CATCH BASIN WITH
4" PVC PIPE OUTLET THROUGH WALL INTO
3 4" GRAVEL ~
FF 4&.11S
PAD 44.49
BRO DITCH PER
/, RSD D-75, D= 12
'F,,""1:t.t-;-='4tll6"'5.6!.....g,t£
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I CL NOU DETAI 3 ., II / (TYPICAL 3 /
~~ALTE!3..NA~ DESIGN fr 1 ~f~fR'AB~1t1FNE d"R J'JE~1Lff~ FRE CH
ASdNARY RETAINING W().LL PER RSD C-.3 WITH . 42
GLA S VINYL RAIL /STEM
OVE FLOW OUTLET / . /{/ ~ . . /o-~ t
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PERMISSI N to DRAIN O TO OFFSITE
PROPERT P£R DOC. 2002-0419477
REC. 5-7-02
• I • / ---RELOCATE 5' HIGH I' CHAIN LINK FENC PER • . DOC. 2002-0419 77
/ EC. 5-17-02
•
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ITCH ,~E-IN 0E1 IL 'Cy
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,,,.-°'TYPE "G"
NEW GUNITE
BROWDITCH TYPE D
PER RSD D-.75A
CURB &: GUTTER
EXISTING TYPICAL STREET SECTION -------------------------
GARFIELD STREET
NO SCALE
SAW CUT EXIST DITCH
DOMESTIC--
FIRE
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1
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BLE CH ECK ---ii--JI PER ... -
JllHC........ BEGIN ING POINT I' ALTERNA11VE D SIGN T~BE
CONS RUCTED IF R WI-IEN AUTHORI ATIO~ TO
DRAI ONTO AB G PROPERTY IS NULL'IFIED
ALTERNA E DESIGN "
ht~t"WfA~~1t1FNE t~-tie:1-E~Lrkw FRENC. DRAIN CD3 I "' W OUTLET • <O I I "' • I
XIST. F>ALM TRtE ;•
TO R MAIN
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DRAINAGE, UTILITY AND
ACCESS EASMENTS
(J) PROPOSED COVENANT OF DRAINAGE
EASEMENT FOR BEN/FIT OF LOT 1
(i) PROPOSED COVENANT OF ACCESS di:
U71UTY EASEMENT FOR BEN/FIT OF LOT 1
(J) PROPOSED COVENANT OF ACCESS di:
UTIUTY EASEMENT FOR BEN/FIT OF LOT 2
(X) ,~
EXISTING DITCH/
6
2
SAW CUT EXIST DITCH
DITCH TIE-IN DETAIL
NO SCALE
BENCH MARK
DESCRIPTION:
GRAVITY RETAINING WALL
TYPE "C" PER RSD C-9
LOCATION: SOUTHEAST CURB RETURN OF DATE Av£NUE AND
GARFIELD STREET
RECORDED· CITY OF CARLSBAD
ELEVATION: 44.16 DA TIJM: MEAN SEA LE\IE.l
/111NO'{ Liv\ A 11\ ti.c. -~1111 T Wti.T~ RiSE1AtE<-< ''"LY
DEMOLITION NOTES:
CD EXISTING RESIDENCE TO BE REMOVED
(g) EXISTING BLOCK WALL TO BE REMOVED
@ EXISTING UTILITY SERVICE TO BE REMOVED
(i) EXISTING STORAGE SHED TO BE REMOVED
@ EXISTING TREES TO BE REMOVED
@ EXISTING WA 1ER ME1ER TO REMAIN
TO SERVE 4110 GARFIEW ST DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
. z o_
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I SH2ET I
·. "'
b
c-J
2.0'
SECTION
NO SCALE
0 ..,:
"AS BUil T"
~,, .. J'-#/ tlrJc&/1 1-11-cr
RCE36873 EXP.6-30-06 DATE
Scale 1"=10'
CITY OF CARLSBAD I SH5TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
GARFIELD POINT
APPROVED LLOYD 8 .. HUBBS (JY 1/e 4 ~ "'~ _u1/ ~-4'~ J ~ <? ~ CITY ENGIN RP -3889 EXPIRES12/31/05 DA~
DWN BY:
I
PROJECT NO . I DRAWING NO. CHKD BY: 14/.iJ MS 03-05 RVWD BY: l1fXl-415-7A
033004 .
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22590RD03
PROPERTY LINE PROPERTY LINE
5'± 9±
LOT 1 LOT 1
EXISTING BUILDING EXISTING BUILDING
53± FF
v·
• . .
6" MIN CLEARANCE FROM GROUND
TO BOTTOM OF FENCE BOARD
4
2
CD
•
42" HIGH REDWOOD FENCE
55.5 TOP OF FENCE
• 52.0 TOP OF WALL
RET. WALL C-1
48.65 FG
47.37± FOOTING
-
SECTION
1 "=5'
REMOVABLE CAP\
12" NOMINAL DIA.
CONCRETE ROUND SUMP BOX WITH
CAST IRON LID MARKED "STORM DRAIN"
TO MATCH EXIST. GRADE
REMOVABLE CAP
PVC RISER IS SAME
DIAMETER AS PIPE
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L.-... ·,·, ~ _;..
12·
BACKFILL TO TOP~
OF BEND W/
3/4" AGGREGATE •
~-
._ill
L.-
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• I ' 1':
12" CAST IRON
GATE CAP MA RKED
"STORM DRAIN " . ... . :·!~-
~""
'.-'I:' ...
' ... _ .. :
·:• '1
12·
co NCRETE
TION OF r~" OR DIA. METALLIC PLASTIC PIPE
PVC RISER IS SAME
DIAMETER AS STORM
DRAIN PIPE BACKFILL TO TOP
OF BEND W/
3/4" AGGREGATE ~~i__ 45' BEND AND WYE
STORM DRIAN PIPE 1 J
.SJ\
45' BEND AND WYE
r~::.---CAP AT END OF PIPE
~~RUN
I.E. PER PLAN
NON-PAVED AREA
STORM DRAIN PIPE o• CAP AT END OF PIPE
.:.:....~RUN
I.E. PER PLAN
PAVED AREA
3 STORM DRAIN CLEANOUT
2 NOT TO SCALE
EXISTING GROUND 52.3±
SIDEWALK
5,..,_,__,_,_=---1-
42" HIGH REDWOOD FENCE
56.20 TOP OF FENCE
RET. WALL C-1
48.65± FG
4 ...,.,__...,47.37± FOOTING
2
ED SECTION
1 "=5'
3/4" PLYWOOD SHORING
4'
"
•
'..-.rl-1---BACKFILL UPPER 12" WITH RIVER ROCK -3" MIN.
'--l--__:,T~OP_..;::.OF WALL MIN. 4" BELOW ADJACENT FINISH FLOOR ELEVATION
L---1-BACK FILL WITH 3/8" GRAVEL
MIRADRAIN 2000
3" PERFORATED DRAIN O 0.5% 0.5'
I
I I
~I
';"1
I I
I I
I I I 1,•.iJ·.,t,
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PROVIDE 18" X 18"
CRUSHED ROCK TO
SURFACE AT OVERFLOW
OUTLET
1r--4" OVERFLOW OUTLET -r---------------~ "AS BU!L T" T~...>L/MJJiH 1-1:1-r:5
RCE36873 EXP. 6-30-06 DATE
a~1: l-?-1-o-d-
lNSPECTOR DATE ~~ _., ' .,-,',r"---ll..--5•pERFORA TED PVCi..:..:..:.=-=--'-""--'--------"':'..'...!.!.-=. __
<I
4 SHORING AND DRAINAGE DETAIL
2 NOT TO SCALE
1,~12010, LM11
DAlE INITIAL
ENGINEER Of WORK
-
l:l.QIE
ADJUST INVERT ELEVATION
OF UPSTREAM PIPES FOR
POSITIVE FLOW TO FRENCH DRAIN
5
2
71~S-BUILT WATEReSEWER nNLY
REVISION DESCRIPTION
-tt---3/4" MAX.
~"""'~""""-~ CRUSHED ROCK
FILTER FABRIC
FRENCH DRAIN
NOT TO SCALE
I SH3ET I CITY I SH5TS I OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
GARFIELD POINT
APPROVED LLOYD 8. 1-iUBBS Br
4,4,.µ~ vV~Lfz J~+" CITY ENGi-ER --23889 EXPIRES 12/31/05 DA--
DWN BY:
I PROJECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY:¥ MS 03-05 01HER APPROVAL CITY APPROVAL RVWD BY: 415-7A
033004
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EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAT McGUIRE AT SEA BISQUIT, INC.
PHONE (760/ 729-695D
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 FACIL /TATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3 .. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
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 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
II. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE/ PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING,
A. HYDROSEEDING SHALL BE APPLIED TO,
I. ALL SLOPES THAT ARE GRADED 6, I (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: I WHEN ANY OF THE FOLLOWING CONDITIONS
EX I ST,
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 1/vf.AEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA,
C.
D.
I. ALL SLOPES THAT ARE GRADED 6, I OR STEEPER AND THAT ARE,
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6,1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS.TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING,
I. SEED MIX SHALL CONSIST OF NO LESS THAN,
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
•· 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW}
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED 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.
/. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF Al.'MONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY,
I . ROUGHEN I NG THE SURF ACE TO BE PLANTED BY ANY OR A COMBINATION OF,
a. TRACK WALKING SLOPES STEEPER THAN 6: I
b. HARROWING AREAS 6, I OR FLATTER THAT ARE SUFFICIENTLY 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.
2269-EROSION-CONTROLI
EXISTING GROUND
1
14 'Ml
50'MIN.
PROFILE
PUBLIC RIGHT-
OF-WAY
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE
TRANSITION BETWEEN
STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC
RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
GRAVEL BAGS @ CATCH BASIN
I. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
9 IN.
FILL SLOP.
MIN.
2 FT
SILT FENCE
EARTHEN RIDGE
UNLINED SWALE & BERM
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SC-6
SC-6
NOTES,
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1% MIN {ROUGH GRADEi 2
11/
SECTION
C-8
SEE NOTE 2
--,r-PROPERlY LINE
SC-8, SS-9
SEE NOTE I
PLAN
SLOPE-SEE CITY
STD DWG GS-14
/. USE 55-2, SS-3, SS-4, S5-5, OR SS-7 AS APPROVED BY THE INSPECTOR.
2. SEDIMENT TRAP, W/4" PVC OUTLET, 12" H x 36" W OVERFLOW ONTO SS-7
W/ONE ROW OF SAND BAGS ALONG EDGE OF SPILLWAY. TOP OF TRAP 6" ABOVE
OVERFLOW. MINIMUM SIZE IO'x20'.
TYPICAL STABILIZED ROUGH PAD
LEGEND
DESCRIPTION QUANTITY
STABILIZED CONSTRUCTION ENTRANCE I EA
SILT FENCE
UNLINED SWALE 8 BERM
215 LF
235 LF
SYMBOL
D-75 LINED SWALE N/A i===:> i===:> i===:>
LIMITS OF CLEARING 8 GRADING
GRAVEL BAGS
3/4" ROCK
GRAVEL BAGS AT CATCH BASINS
(SUMP CONDITIONS)
N/A
600 EA
I EA
II EA
"AS BUIL T"
tiitzw;_,lfr,J;t__tie/ 1-/J-a
RCE 36873 EXF.' 6 -30-0& DATE
INSPECTOR
---+----+-----------+--+----+--+-------I I SH4EET I CITY OF CARLSBAD I SH5EETS I ENGINEERING DEPARTMENT :=='..-=:========:::::'...'::===: ---+--+-----------------+----t---r----11-----t EROSION CONTROL PLANS FOR:
DA TE INITIAL DATE INITIAL DATE INITIAL
NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GARFIELD POINT
APPROVED LLOYD B. HUBBS &Y
~~u:~ ITYENGIN ERP 23889 EXPIRES 12
DWN BY: _..,..,..,_,__ PROJECT NO.
CHKD By /4??.J :~-•u~ MS 03-05 RVWD BY: Qli,
DRAWING NO.
415-7A
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2259-EROSION-CONTROL2
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SC-8.
EBM
SS-7
w
GARFIELD
(.: G
I
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'' i'
0
PRO~DE TEMPORARY
SILTATION BASIN UNTIL
STORM DRAIN IS COMPLETE
' I
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.Jlr' ~ ......... _o ___ ~....,..'"'-----"'"'-·"'!_1 _.:...._~--'---'-~-----~..:.:;:._j' i+·---------sc:__-~s
;
0 ~
j
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,, -------
J
, USE CLEANOUT,AS
TEMPORARY OUTLET TO
SILTATION BASIN
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II ,
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NOTE: SEE SHEET 4 OF 5 FOR LEGEND.
i)Ai~
"AS BUILT,,
,l/;ft&_lfl/ l-1-:1-cz
RCE 36873 EXP. 6-30-06 DATE
R~~ /-Z..1-,1-
~INSPECTOR DATE
I SHSET I CITY OF CARLSBAD I SH5TS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
GARFIELD POINT
APPROVED LLOYD B. HUBBS ,:Jr -/ /4
&.a~ '~ t#'~. ~ ~ e,'/ CITY ENGINE -PE -~EXPIRES12/31/05 DAE
Scale 1"=10'
OWN BY:
I PROJECT NO. I DRAWING NO.
CHKD BY: 'i!Jllf MS 03-05 415-?A RVWD BY: ll:l,~
033004
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(11 C)
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