HomeMy WebLinkAboutDWG 419-2; CUP 04-08; ALGA NORTE COMMUNITY PARK-STOCKPILE/EROSION; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
t. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHO'NN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVIS[ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPn..Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
5. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY O'NNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
6. 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 Tln..E SHEET.
7. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
8. 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.
9. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTNNED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
10. ALL OPERATIONS CONDUCTED ON THE 5/1£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPAR7URE OR OPERATION OF TRUCKS.
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL Bo CONDUCTED ON ',lfEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THI: ENGINEERING DEPARTMENT COUNTER.)
12. ALL OFF-SITE HAUL ROUTES SHALL 81: SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
13. IMPORT MATERIAL SHALL 81: OBTNNED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THI: CONTRACTOR
SHALL BE RESPONSIBLF: FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
14. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
15. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RE SUL TING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL F:ARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
16. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHO'NN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
17. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
18. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHO'NN ON THE APPROVED GRADING PLANS.
VICINITY
CITY OF OCEANSIDE
HIGHW(Y 78
. 1 ....
PACIFIC L> cos
OCEAN ~
MAP
-
.
NOT TO
SCALE
w....
CITY OF ENCINITAS ,..,___.l"I....J
•»ECURATION OP RESPONSmLB CHARGB•
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA\£ EXERCISED RESPONSIBLI: CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STANT 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: R. E. BERG ENGINEERING INC
ADDRESS: _ __,4c,91'-"4:....,A,eLa,AM,,.E""DA"--"D!!!Rl.,,VE'----------------
C/TY, STA TE: OCEANSIDE, CA
TF.:LF:PHONE:; ---1(_,_,76c,,;0,__) 2,..9,._S-_,8,...,22..,0 _____________ _
BY: RICHARD £ BERG DATE:: 03-15-04
(NAME OF ENGINEER)
R.C.E. NO.: .:,:4,.,17""82.__ _________________ _
REGISTRATION EXP/RATION DA TE:; 3/31/06
SOURCR QI TOPOGRAPHY
YORK TO BB DONB
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE: FACILITIES, EROSION CONTROL FAC/LlllES, AND PLANTING
OF PERMANENT LANDSCAPING AND PREPARA noN OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHO'NN OR REQUIRED ON THIS
SET OF PLANS AND THE CITY STANDARDS. SPECIF/CA noNS. REQUIREMENTS,
RESOLU llONS AND ORDINANCES CITED ON THESE PLANS.
Tl-IE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENT5, CURRENT AT THE llME OF CONSTRUCTION, AS DIRECTED BY
THE Cl TY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
5. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
DESCRIPTION
LEGEND
DYG.NO. SYMBOL QUANffl'Y
(j) SIL t fiNCE
(J_) UNLINED SWALE &: BERM
Q) GRA \.fl CHECK DAM
(I) SEDEMENT TRAP AND RIP RAP @ OUTLET PROTECTION
SC-1
SS-9
SC-4
SC-J
SS-10
)
~
)
@ STABILIZED CONSTRUCTION ENTRANCE TC-1
0 SLOPE TO BE PLANTED W/ TEMPORARY !RR/GA TION V 2:1 V
EARTBYORK QUAri'l'fi'IES
DIS7UR8ED AREA
CUT QUANTITIES
FILL QUANTITIES
IMPORT
_____ 11.3 ACRES
_____ QCY
-----215,000 CY
_____ 215,00Q CY
HAS BUIL TH
RCE __ _ EXP,----
REVIE',/ED BY1
DATE
TOPOGRAPHY SHO'NN ON THESE PLANS WAS GENERA TE:D BY AERIAL
SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97) AND FIELD SUR\£Y BY
R. E. BERG ENGINEER/NG, INC. IN NOVEMBER 2003. TOPOGRAPHY SHO'NN
HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ,,...., INSPECTOR DATE
(Jlt-r==J====================1===[==r==~c=~r.1=s=HE1=ET:::;'I ~c=1=r=y==o=F:::::=C:::::A=R=L=s=B=A=D=:-;I =sH=E3E=Ts::::-tl PROJECT LOCA.TION
THIS PROJECT IS LOCA TE:D WITHIN ASSESSORS PARCEL NUMBER
215-021-07
THE CALIFORNIA COORDINATE INDF:X OF THIS PROJECT IS:
N JJB F: 1689
BENCH IWUC
DESCRIPTION; BRASS DISC IN WELL MONUMENT
(S.D. CO. CONTROL PT. RIB00-288+89 EC)
LOCATION: ON EL CAMINO REAL, 2. 63 Ml.
N'LY FROM LA COSTA AVENUE
RECORDED: NOR1H COUNTY CONTROL DA TA
ELEVATION: 311.41 DATUM: NGVD 1929
,# 1• ENGINEERING DEPARTMENT F l----+---+--------+--+--+-+--1 ::=='..':::::::=====:'::::::::::::::::::::::::::::===~=~
STOCKPILE AND EROSION CONTROL PLANS FOR:
ALGA NORTE COMMUNITY PARK
Ii\
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
omER APPROVAL CITY APPROVAL
OWN BY: ---
CHKD BY: __ _
RVWD BY:
PROJECT NO.
o.,p 04,oB
DRAWING NO.
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DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
50'
CD
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0
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O'
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25' 50'
GRAPHIC SCALE
HORIZ,: ,·-so·
100'
CONSTRUCTION NOTES
INSTALL SILT FENCE PER SC-1
z
150'
INSTALL EARTHEN DRAINAGE SWALE PER SS-9
INSTALL CHECK DAM PER SC-4
INSTALL SEDIMENT TRAP PER SC-J
INSTALL RIP-RAP ounET PROTECTION PER SS-10
INSTALL STABILIZED CONSTRUCTION ENTRANCE
PER TC-1
SLOPE TO BE PLAN7ED W/ 7EMPORARY /RR/GA TION
NOTE
GRADING SHOWN ON THIS PLAN IS FOR
STOKPIL/NG ONLY. ALL FU!URE GRADING
ON THIS SITE WILL REQUIRE REMOVAL AND
RECOMPACTION OF STOCKPILED SOILS
II AS BUILT"
RCE EXP, DATE
REVIE\./ED BY•
<'--
INSPECTOR DATE
I SH2ET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
STOCKPILE AND EROSION CONTROL PLANS FOR:
ALGA NORTE COMMUNITY PARK
APPROVED ,1', ~ .. -or.d. vr-~,,w--li, Ybd jU~o/
CITY ENGINEER PE-EXPIRES D TE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: c.,u? o4,oS 4\4--'2-RVWD BY:
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TI-/£ CITY OF CARSLSBAD, PUBLIC WORKS
INSPECTION DIVISION @ (760) 602-2780
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING TI-/£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EM/NEN T.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITI-/OUT TI-/£ APPROVAL
OF TI-/£ ENGINEERING INSPECTOR.
4. TI-/£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TI-/£ SATISFACTION OF TI-/£ Cl TY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. TI-/£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIREO BY TI-/£ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. TI-IE 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 TI-/£ APPROVED GRADING PLAN SHALL
BE /NCORPORA TED HEREON.
8. GRADED AREAS AROUND TI-/£ PROJECT PERIMETER MUST DRAIN AWAY FROM TI-/£ FACE OF
SLOPE AT TI-/£ CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWl'I SHALL BE IN PLACE AT TI-/£ END OF EACH
WORKING DAY WHEN TI-/£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (4DX). SILT AND OTI-/ER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRA \/EL BAGS SHALL BE BURLAP TYPE WITI-1 J/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, TI-/£ SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITI-1 SECTION 35.023 OF
B.
C.
D.
£.
TI-/£ EROSION AND SEDIMENT CONTROL HANDBOOK OF TI-/£ DEPARTMENT OF CONSERVATION,
STA TE 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 TI-/£ STANDARD
SPECIFICATIONS AND TI-/£ FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES TI-IAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN TI-/EY ARE:
a. 1HR££ 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 TI-/AN 5: 1 WHEN ANY OF TI-/£ FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITI-1/N 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TI-/£ PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO TI-/£ PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TI-/£ CITY ENGINEER
IHA T WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITI-1 TI-IE FOLLOWING
CRITERIA:
1. ALL SLOPES TI-IA T ARE GRADED 6: 1 OR STEEPER AND TI-IA T ARE:
a. TI-IRE£ TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,r; COVERAGE.
b. GREATER TI-/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:i
COVERAGE.
2. AREAS SLOPED LESS TI-IAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY TI-IE CITY
ENGINEER, PRIOR TO HYDROSEEDING. TI-/£ DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO TI-/£ CITY ENGINEER. TI-/£
PROPOSAL SHALL BE SPECIFIC REGARDING TI-/£ NUMBERS, TYPES AND COSTS OF
TI-/£ ELEMENTS OF TI-/£ PROPOSED SYSTEM.
J. /RR/GA TION SHALL MAINTAIN TI-/£ MOISTURE LEVEL OF TI-/£ SOIL AT TI-/£
OPTIMUM LEVEL FOR TI-/£ GROWTI-1 OF TI-IE HYDROSEEDED GROWTI-1.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF TI-/£ FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS TI-IAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
rJ. 4 lbs, PER ACRE OF ACHILLEA MILLEFOL/A
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,a, AND f OF TI-/IS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE TI-/£ AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITI-IER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF TI-1/S SUBSECTION MUST BE /NOCULA TED WITI-1 A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITI-IER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO TI-/£ JOBS/TE IN
UNOPENED CONTAINERS WITI-1 TI-/£ CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
). NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TI-/£ HYDROSEED
SLURRY AT TI-/£ DISCRETION OF TI-/£ CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT TI-/£ RA TE OF NO LESS TI-/AN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAUL/CALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USf.D IT MUST BE
ANCHORED TO TI-/£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS TI-/AN 50,r; OF
TI-/£ STRAW INTO TI-/£ SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15,r; SULPHUR APPLIED AT TI-/£ RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING TI-/£ SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER TI-/AN 6: 1
b. HARROWING AREAS 5: 1 OR FLATTER TI-IAT ARE SUFFICIEN1l Y FRIABLE.
c. RIPPING AREAS TI-/AT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING TI-/£ SOILS SO 1HAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING TI-/£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING $ALINE SO/LS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEf.D[D AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTI-1 UNTIL
TI-IE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING /S
TI-/£ P£RMAN£NT LANDSCAPING, UNTIL TI-/£ PROJ[CT IS COMPLETED AND ALL BONDS
RELEASED.
I >C: \,ILGA NOlRE PARK\STOCKPILEDHT3.D\Wl
EXISTING GROUND
_l__
14'MIN.
T
PUBLIC RIGHT-
OF -WAY
50'MIN.
'8' MIN.
PROFILE
PUBLIC RIGH -OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWE[N STABILIZED CONSTRUCTION
[NTRANCE AND PUBLIC RIGHT-OF-
WAY
TC-1
STABILIZED CONSTRUCTION ENTRANCE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG Tl-If UN£ OF POSTS.
2. STAPLE WIRE FENCING TO
Tl-/£ POSTS.
FILL SLOP[
[AR TI-/EN RIOGE
9 IN
MIN.
2 FT
4' MIN.
2' 2'
SS-9
EARTHEN DRAINAGE SWALE
6 IN (15 CM)
\ r
24 IN (61 CM)
I
"""""'~ I
FLOW ---a► 24 IN (61 CM)
J. ATTACH Tl-IE FILTER FABRIC TO
Tl-/£ fl1Rf FENCE AND EXTEND IT
IN TO Tl-IE TRENCH.
4. BACKFILL AND COMPACT 1HE
[XCA VA TED SOIL.
SC-1
SILT FENCE
or8 t
(B)
L=DIS TAN CE SUCH Tl-IA T PO/N TS
A AND B AR[ OF EQUAL [L[VA TION
/TOP OF BERM
',,,, s -~,seN----
~,, SEDIMENT TRAP AREA ,cb --~-& EXIST. RG SURFACE
1
#~~ --~-~B~™ 1B
VISQUENE _/
TOP OF SLOPE ~
\
\
~-,,,..-ROUGH GRADING CONTOURS
I
TOP OF BERM
\ \
A \ SAN
"" '\'~ \I .
10' ,ALONG TOP DIT H CUT ) MIN ·1· A \
of----"--+---f-+-----l"---+----"----+---+-"---1 ~~Q -:::->---0
SEDIMENT TRAP AREA ~
t: \
A-A
PROFILE
NOT TO SCALE
20'
MIN ·1
I -<I>-
\
\ RIP RAP AT DOWNSTREAM
! -+-----4----1\.,,.-TOE OF SLOPE
\ \
SC-3 AND SS-1O
SEDIMENT TRAP AND RIP RAP OUTLET PROTECTION
URY 6' DEEP
PROPOSED 00\\IIDRAIN GROUND
6 FT
B-B
DOWNDRAIN SECTION
NOT TO SCALE
II AS BUILT"
RC[ __ _ EXP,----DATE
REV!Ew'ED BY•
INSPECTOR DATE
" ~+---+----------+---f----+----+---l I SH3E£T I CITY OF CARLSBAD I SH3ETS I
. ;J l----ll---+----------------1----+--t---t--;==:::::::::~=:::::E=NG::I=N=EE=R=I=NG=D=E=P=AR=T=M=E=N=T=~-.:::=====;
t----11----+----------------1----t----t----t---t STOCKPILE AND EROSION CONTROL PLANS FOR:
ALGA NORTE COMMUNITY PARK
1
DA TE INlTJAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
)
I