HomeMy WebLinkAbout514-9 WPCD-2 WPCD-3 WPCD-4 WPCD-5
GRAVEL BAG INSTALLATION CATCH BASIN/INLET SILT FENCE BATCH BASIN FILTER INSERT
INSTALLATION DETAIL I
DETAIL PROTECTION SILT FENCE CONSTRUCTED
, ALONG LEVEL.CONTOUR -
GRAVEL BAGS TO BACK OF SDEWALI(
OVERLAP ONTO CURB CATCH BASIN MAXIMUM
200'MAX. SLOPE lLT4G7H AREA
.2 TRIBUTARY .
BACK OF CURB AREA.25 ACRE/1
CURB INLET OF FENCE POST O
28 FILTER FABRIC 10'O.0
FLOW (MAX)
GRAVEL BAGS(TYR) COMPACTED
D - CD
II BACKFlLL
DIRECTION OF W:75%ROADBED WIDTH
STREET FLOW L)GRAV.EL
22MA%IMUM a �
- SILT FENCE TURN LAST 6 OF W1DTH�500 FILTER FABRIC__ FENCE UP-SLOPEO
FI,G.d.PLUS-S'MIN.SPACING FOR VEHICLE ACCESS PLAN NOT S.n
BAGS
ED TIGHTLY 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. ; z g Z
PLAN 8 MIN.PONDING HEIGHT CURB INLET 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY v z
7- SPILLWAY SIDEWALK STABILIZED.
I 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT
REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER
c"M,;� OBSTRUCTIONS.ABOUT 1200 SQ.FT.OF PONDING AREA SHALL BE PROVIDED FOR EVERY ACREm
DRAINING TO THE FENCE.\ 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING SPECIFIER CHART NOTES: M
D- CATCH AROUND THE FENCE. 1.HaG+m.Pws•"nlb•iosare anon e.reslalma a=mss
qH_ BASIN 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE. Matlal No. G„n op.,savwlmn sbreva e.paay eHan Flaw R+,a' me amo-a wmmamae pemay.sl«ova row=Par aaa
SECTI N 8. DO NO PUCE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. Icu.Frd IOPfACF51 n•n nowreln va easaaaafanwimnbnmbual,. 8
L- 7. WHEN STANDARD
FILTER FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL BE FASTENED x'wimlreminlaaencl.eie xnaa,o,na=mrn east win I V
SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST FGP-x4CI z0'Iz+T *pan¢ion a„amllale ona.asn«a V.
NOTES: c:a-xcl a.a(aB9 HGTi z-1FY mba
1 INCH LONG,TIE WIRES OR HOG RINGS. FGraoa 1avT tS3 S8�'x5 srocara.lwlora,.*ne"'Il�n+rtm«baoypa:.naps
2 BAGS MN. GRAVEL BAGS(TYP) F 1.eB °]vt.w m.ln nwbaiea lrambre«7 amine lbwm moaema
1. CATCH ATER NLN PROTECTION SHALL G INSTALLED INTO IT. THERE IS A POTENTIAL QU vcp4zcl a.s'wzT x.,4 Taa1.]B naws+atl
�._l�,�A��Ism INLET PROTECTION
NON-STORMED ALONG
BEING DISCHARGEDOTHEPO INTO IT. FG a 9.o•Na'1 zN c � ,ranwvralemna vadanarvl maslpm«mr
Ea I .T l- I [[ KK AA FGRSCI °.0'IBG'1 iMrelenlim Mlb+bElu anamAecba sednenle
2. INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH F.- Tam a.oe 1,,zerz.r wr onion n«apar
AS;EROSION CONTROL,SOIL STABILIZATION,AND MEASURES TO PREVENT TRACKING ONTO WPCD-8 FGR]GI ).0 1e49 a.ee fAOQ'a.01 Enter aesemaly anat Mcanarem¢e hmn s,anlesa steel
TYPICAL TYPICAL PAVED SURFACES. P.
aoL
SECTION ELEVATION 3. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. FOP ecI e.a lse z s. uewen weorev m.awmaal+ew pp pmp bae,
4. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC.DRAINAGE SWALES. BP GI ag xp5 a.ee +Aav4.at I,vea.see.
5. IN
PROTECTION SHALL BE INSPECTED AND ACCUMULATED SEDIMENTS REMOVED.SEDIMENT CONCRETE WASTE I '� ,ax
3,;mm.a
SHALL BE DISPOSED OF PROPERLY AND IN A MANNER THAT ASSURES THAT THE SEDIMENT o0. y� e.se san.oa T.FIOGarMPLU3•"Deal lneMaaro supplletl witntlip-M•
DOES NOT ENTER THE STORM DRAIN SYSTEM MANAGEMENT
auma ra cnea(FOSSIL ROGK^'71«the
GR BCI al BT 9.48 aA9An.]0 cdlMlon en emlmdpaldeum nyaowrEona
6. DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. 1o.aa e,osom.pz
FGP-21CI x1.o'(x5Y) (dl entl&aaaal.
7. ADDITIONAL GRAVEL BAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON FG yoar7 14 as s+oa+z.oa Blass+naa ml.r meow snap be m.bblaaa io x�raaoe
NOTES: - SITE PLAN. wan me malaxlur.r's rxommaaan«+.
9.Mermatlium anaA ae FoaLlRxx'"Inaaaea an0
CONCRETE rem ^°ape OW
,.FloG+m.pws«rnl.lww.m«.a.ail�^a antl°`w1m^sl«nmax. \ _-
I. Grovel Dews ore encouragedaiculover the use of sament d and my ion be required WASHOUT w''o•Q�a7;ntl,° Ana,+�a�e�n easa. m=omm a+am+rer
m+i
in areas which are particularly sensitive to sediment deposition. gREq z.creaa now mla+.ec+maiaec Baseemaa«Il��see�o 9�nli.
_ p«mmwa party++rebaor maaaal(a l+a«o.
aeowl«x,Kroaaa¢am am w«ea BLa ea a alaalm FLOGARD+PLUS'
bclm of bmwean.25 mmaoym e upwaaal lbx pe ew bwrr seem Fppaxanalgc
CATCH BASIN FILTER IN SERT
sa m (CURB OPENING STYLE)
mWPCD-7 BERMED CONTAINMENT
SHEET 1 OF 2
MATERIAL STORAGE 0 0 `MA brEa.,PeabcsxmRm+�4,BaaIBTaBB,n j
U.S.PATENT PENDING
WPCD-6 -
EROSION CONTROL M7TFG. 6
Wtbh..a b+sMw G« Dabns Trap o D
STOCKPILED MATERIAL 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A Il mount Macxet assemby Ite Ga.blav,IeSe saep $ C
DRAINAGE SYSTEM. M C
FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS,A DESIGNATED CONTAINMENT FACIUTY
_ OF SUFFICIENT CAPACITY TO RETAIN UQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE. z
3. SLURRY FROM
DRIED,PICKED UP AND DISPOSED OF PROPERLY.
0 CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, s@ z
Y y
;snn
• f 1 .• as A�' g 5
g o WPCD 12 _ - _ -__ 11
FIBER ROLL INSTALLATION AND Yaaaa
ENTRENCHMENT DETAIL TOP VIEW
Inifial lfuterillvl Bypass OaekM
1�5�%SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION SANDBAGS/GRAVEL BAGS
�n\�
WHERE FEASIBLE AND TO REVECETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. / PLACED TIGHTLY TOGETHER ALL AROUND MATERIAL b \
THESE CONTROL PRACTICES SHALL INCLUDE TEMPORARY SEEDING,PERMANENT SEEDING, - ,qo* s • 3`�. Note:
MULCHING,SOD STABILIZATION.VEGETATIVE BUFFER STRIPS,PROTECTION OF TREES,OR OTHER 'y A' F '\ kugop tber raj J
SOIL STABILIZATION PRACTICES. \ elgg o level cant".
2. SOIL STABIUZATON SHALL BE IMPLEMENTED ON ALL INACTIVE DIS EEIR D AREAS FROM ) + r \\
NOVEMBER 1 THRU APRIL 15 AND ON ALL DISTURBED AREAS DUPoNG A RAIN EVENT OR NnTFS. `\ ,
POTENTIAL RAM. ') ,
3. STABILIZATION PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER •y " �`� Sta Gleal/ " Lir,m
WATER. IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO u�d 4 '} Support Saskm
PREVENT TRANSPORT TO THE STORMDRAIN SYSTEM. .` v max• ,L. FRONT VIEW
4. STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION W11H SEDIMENT 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM FX wxb .L
TRAPPING/FILTERING PRACTICES AND PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO
PAVED ROADS. BEING TRANSPORTED BY THE FORCE OF WIND OR WATER. `:
5.WHEN USING STRAW MULCHING,THE MINIMUM APPLICATION SHALL BE 2 TONS/ACRE.MULCH J d .y A vx. �:• y Como Bauo wan
MUST BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. I.rn •i '
6.WHEN USING HYDROSEEDING/MULCHING,THE MINIMUM APPLICATION OF WOOD FIBER SHALL WPCD-10 VWr1/u/spacing "y%" � '� staimeea Bleel
BE 1,500 LBS/ACRE,THAT DOES NOT CONTAIN MORE THAN 50 PERCENT NEWSPRINT. var/ws t»tween .p Deoas crap US GaJ
7• FOR SEEDING RECOMMENDATIONS,CONTACT:USDA,NATURAL RESOURCES CONSERVATION B•and/0' .;:;;{:: t" y I••'a.
EQUIPMENT REPAIR/MAINTENANCE 1.
SERVICE OR VENTURA COUNTY ROD. I �-M ' •.::::;.•;� " r i e .
Fiuxteter
;.
fwn I
°a cRJer ro/
ABSORBE sbpohfo.ceM�WPCD-9 _ NT .; WTleoy
:..
MATERIAL .. ''y'?1,. SIDE VIEW x CJ
- slainlea6 Bleel
`vT suppon lgaskm(o.Del - 6
VEHICLE/EQUIPMENT FUELING 0 TYPICAL FIBER ROLL INSTALLATION
AILS
FLOGARD+PLUS'"
-
CATCH BASIN FILTER INSERT g y Z
Wr ro//B" (CURB OPENING STYLE i z
nn. ) Z
.................................................................
......................................................
..................................................
............................................. SHEET n
.....................................
................................. .
ABSORBENT CLEANUP MATERIAL .. -..,;.�:.'.:':. ............................. .-fit� '�\ Igasl.,Earemn+ea,lm.,Saab Ros+cAlBOBlno-esls
U.S.PATENT PENDING g �
' FUEL
................... _
..............
.... ...
.... ... .... CONTAINMENT AREA ::.
NOTES.
'
1. LEAKING VEHICLES AND EQUIPIENT SHALL NOT BE ALLOWED ON-SITE.EQUIPMENT AND 8
BERMED CONTAINMENT AREA VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND SHALL BE REPAIRED IMMEDIATELY. w. .Q.
CLEAN UP SPILLS AND LEAKS PROMPTLY WITH ABSORBENT MATERIALS;DO NOT FLUSH WITH '`.'•+',
IMPERVIOUS WATER. N 4.p: .gip• J/4"x 114`
.....................
SURFACE/UNING 2. VEHICLES AND EQUIPMENT SHALL BE MAINTAINED,AND REPAIRED ON-SITE ONLY IN
a staxN
NOTFS. DESIGNATED AREAS.PREVENT RUN-ON AND RUN-OFF FROM DESIGNATED AREAS. ox''4 spannp
CONTAINMENT DEVICES SHALL BE PROVIDED AND AREAS SHALL BE COVERED IF NECESSARY.
1. FUEUNG SHALL BE PERFORMED IN A DESIGNATED AREA,AWAY FROM DRAINAGE COURSES. 3. DESGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS,AWAY FROM STORM - THIS SITE HAS OBTAINED A NATIONAL POLLUTANT
2, ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT DRAIN INLETS AND WATERCOURSES. DISCHARGE ELIMINATION SYSTEM(N.P.D.E.SJ TO REGULATE
OF A SPILL 4. ALWAYS USE SECONDARY CONTAINMENT,SUCH AS A DRAIN PAN OR DROP CLOTH,TO CATCH ENTRENCHMENT DETAIL MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES
SPILLS AND LEAKS MEN REMOVING OR CHANGING FLUIDS -
5. LEGALLY DISPOSE OF USED OILS,FLUIDS,AND LUBRICANTS. NISI
6. PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL,FUEL N.P.D.E.S.PERMIT NUMBER: DATE PERMIT ISSUED:
AND CHEMICAL DRUMS CA8330000055 02/19/02
7. MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED
AREA,
REVISIONS: APPROVED BY: ST-EV8V6OKPORTO&PIEACE•MC CITY OF LAKE ELSINORE SHEET w
CML ENGINEERS LAND PLANNERS [AND SURI4YORS 99 18195 I,-CAL IFOROff EAST,SUITE C r
DATE R.c.E.EKPIRcs lRHON (949)66 M22 TRACT 19358, -1, -2, & -3 OF 9
PHONE(949J 660-B822
APPROVED BY: FAX(949)660-0920 EROSION CONTROL PLAN S.W.P.P.P.
'Q I� BENCHMARK: FILE NO. S.Ly
RIVERSIDE CO.BM:EL 23-80 1-1/2"ALUMINUM CAP IN 6" W.O. FOR T'.B.
MT CM ENGINEER DATE: OCTOBER 2002 CONCRETE COLLAR STAMPED"1265 EL2". ELEVATION 1266.41
off, u�„19 7-!5,z15