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Home My WebLink About20190697.tiffVicinity Map WCR 140 iL r r Vir CR 136 1/2 L t SITE �* ce i _ IC 0 1 R 13 A. R 13 SCR 130 _ CC 0 1 USRs within one mile Su P-432 IDA IR 1 172 5 WCR r 0 SITE t1 I It di 4 al _l Ir Y `} fi`` 'r' ., ,.' — - 1 ' t il. ' ''s CI,— if.1.ate � -C .�" d L_____ 1'tkij on . . ___ __ __ _ C iFfirit _! I 5 E _ _ 11 _ 4 r`'' t Iii 3 -; ^ c. A. I i II - ."4 lit I a , _ Residence Ca• : li.) . , . .CA lid __ �� •1 .- R i• i - - ' _ t L , . * , . - T t • , -1 A • . • . r - •� , 41 * I • • t, r I ill; :.. ; r- I Ns it H ' t S - ill' - • • _ IS I I riiii SITE A_ '� • • M r 1 API• llimuaugge1' _ 44 1 .11.11011.L. . . t a I a ' - Y..1 I:1 r I� I I I I or r 81 Y r•, s I _ Y, A>Ef' i Ii -F-;--I a - if 1 1 3j I , fit EWS#9 SITE (SR/B-OOXXMAP CR 132, HEREFORD WELD COUNTY, COLORADO Vicinity Map SCALE I '_2000' PROPERTY OAA+IEP3 CE CIFIC*TICRI lAr sorienprrr' rev pure.pure% ems, en rare ara w re can Irmo Maine as - ad'Ia IN Saar Pai.rt ©r.aau'SINUS a SSW tees Se , in S r a — csj C AREA TO REMAIN UNCEVELOPED. t‘P-, brUn LEACH FIELD 20' 24'r OU LIPS TER EN CLOStRE PUlAIR CIBUILDNC ae DOWNCAST SINGLE -HEAD UGH' PULE T4,T' 000Cs` A � C,ni � SULIP PIT Iwo Ur▪ , O ' f 145' r, reen e C IS 00' ROW C•EDICATED 01/20/1920 DOWNCAST RECEPTION O62358 HEAD LICIT POLE gibege:ALrrue 7 L ti PI Jr_„� r -u -L, ChM i RIINN b 16LI.SIGH (PREFINS-ED r METAL TAL wf VINYL LETTERING) 6• 0' POW DEDICATED 04/29%1929 RECEPTION #362356 1r 3D' ARCA TO mom uhREVELOPED. CI ASS IS ROAD BASE SUPIACE wander/ cr1<Iaisaaclal crstwcJtelk nines aiy SS gaga Cam Paint Coe a aria a ea Vas; alma k P. lmii as talltr CC..aloorr . r Carer CaboO . b crammer, wirru. a -cl beet. tee as spas 3a ncavYa n -n n 1.106DI tpraa Mr OS S Irrir- wa .incarIc; e M _ Clip Q ]11 ale wvroaaarr (i^yX.-4 ITf. SCAM OF can t cpa.apis&i *k$ [F'7T, 4uca Ira a a away rur .lswarrars as En reit Lenin. WS rrs+I flew A en gar'ern tsar!~ Des see .wae aI sierra ar► . a' I_ .__ aS IONICS eaara la ego d 1t3 ,or'p. Pnr. a tit lIoarwe b Arts? VMS balk alai II ea tee O Dow On e•'rnI*OW LEGEND SWALE PROPERTY UNE EDGE ROW CUL1€RT Y7 GRAVEL, SURFACE CONCRETE SURFACE EXTENT Of DETENTION POND -!i S WAS Th ,+ II AI ' C. A'r4',l Jv11f 1L SITE PLAN SIP Sio LEGAL DESC: PART OF SE 1/4 OF SEC 2, T11 N R63W WELD COUNTY COLORADO AipaMalk ell pgi Tip _ oP LL1 ICE en 06 ELF_ w0 co saw Marti fAi raaR7 Cl E WS #9 SITE USRIS-OOXXfrL4F CR 132, HEREFORD WELD COUNTY, COLORADO cc - E._ Y r Ifra 7 a Vicinity Mop SCALE 1 "=2000' rrrrarsnrw Wart COATIPIC AT ON The ardorwr-6 min arop-ty' iaverr nl.l GO. fly aura h It= Wr ant Ouram orranl FIM% ad War 14 On On" t.. a...�r» -ri sir ai►,.leo OONONOOS Nowlaig Fr Sr it 313 us a— n.Aaaac Gaiiscrs at an reCATION Thie tt is ,irw ai VAS Cant, Farreri4 Cirairiniari fi. oariri id Sol rein r—'-'rsndl4S it• Raid Wider raAf7tr •" lc+Z Wrald Gi+AI{r OtOtGd 5.4! minahmembigh iaiinril i`r@ iiatirli Vii um iieiiit Cldriaiiri MIA iir'J la :r curia.. rip SW iii aw +ar Chef - Oita r flltLhiir Offer iidiie N1-?sa'pC% c.oattr Celi3nsitn *cF1xfWcaaioM Poi Is rs. dinitt •wr Cur to 0.~10 rte. YAirRr Qorntf. rC.irir}p�}. MUsi rainprf own •r5. MOON WWI jai 3 i'1@i WO UFO OMSPICI. *tip one (themsoreent $Nnneo. N r -.Th Ctrritr. Bohn d a.`anv Covntoweire ;M0 Caw go Ra rairr+r Carl sa a POD ILR P W S CRAGS AFEA LEACH _ HELD r2 U' _ 24' DUMPSTER ENCLOSURE (6) 14' GUARDS PIPE GATE AREA TO REMAIN UNDEVELOPED. m PUMP OBUILDING O FP a 53:15.3 SUMP T UMK MEHMIr an 16 s.f. SIGN (PREFINISHED METAL W/ VINYL LETTERING) 0 N D 6D 120 1ED DOWNCAST'S HEAD LIGHT POLE SO' ROW DEDICATED 04/29/192 RECEPTION #562358 AREA TO REMAIN UNDEVELOPED. CLASS B ROAD BASE SURFACE TYP. 64' ROW DEDICATED 04/29/9929 RECEPTION #562358 I iR1 VEESURF AC CA L -- LEGEND SWALE PROPERTY LINE EDGE ROW CULVERT • an GRAVEL SURFACE CONCRETE SURFACE EXTENT OF DETENTION POND SITE PLAN LEGAL DESC: PART OF SE 1/4 OF SEC 2, T1111 R63W WELD COUNTY COLORADO cc Wco co pp O � W � Wp X W0 f1) *,°% ad flu DRAW EJW a -- SCALE r-60' El:ICJ:CTi MEET Cl 0 50 10D 130 * 500.3.69 4 50at.85 e 5905.40 LEGEND: PROPERTY LI NE EDGE OF ROW EDGE OF BUILDING SWALE CEN TERLIN E EXISl1NG GRADE CONTOUR FINISHED GRADE CONTOUR CULVERT e 5[37.32 4 3093.10 4. 50[2.55 — 3963 — 4. X03.54 / f l W5100 YR HWV ELEVATION =5041.5 TOP OF BERM ELEV = 5003 DETENTION POND '°e OUTLET S —YR HISTORIC RELEASE RATE = 2.91 CIS FL ELEV = 4999r17 18" CtdP V1TH FLARED END AT OUTLET, FL IN ELEV = 4999.17 FL OUT ELEV = 4999.0 5924187 5996— 1Q555-117.76'ria 9 D50 YPE 'C- 13 -E00.12 -RP -RAP- . 800.315E N * S0D3,43 N [2) 1B" CMP CULVERTS Wie FLARED ENO SECTIONS INVERT IN (E)= 5000.7 INVERT OUT NO — 5DCO.3 L = 80' /SLOPE =O.S% 40' WIDE EHERG CY OVERFLOW AT ELEV = -5401.5 Y. _ 28'x6 AMERIC 3000 CONTRU 9 00O6.0D NORTH GRE OS I P NKE 3.03 03300 4 - B 5805.08 E.003.99 FF -.5E05.6 034.00 15" CMP CULVERT W/ FLARED END SECTIONS INVERT IN (E.}- 4999.25 / INVERT OUT (W) = 4S99.0 L = 12E' SLOPE =D.2% 5002.00 �r1{� SOtQ32 ix X _ txa�e?v .... 1_ OG1.1 sCurc — egar D01.00 GRADING PLAN f 0 OMB 5990 6 62 -tiger 4P-500-5621 6 "CCv4.Ce 9]0240 0063.1D �c ..06200 MEM 1 5904.7 00295 tik N 5602 - —,001.091 N 4. 5000.75 1 I I a Oa —ate- 4 809.65 i--a‘=-==-=5DD0.1-- 0_47 ti Q48 .09 cc co co 8 � W CO n x W O U) t U 1 ad §IO5 O 60 120 160 SITE MAINTENANCE NOTES: 1. REGULAR INSPECTION OF ALL DRAINAGE PATHS SHOULD BE SCHEDULED TO ENSURE PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 2. AFTER EACH RAIN EVENT SITE SHALL BE CHECKED TO ENSURE EROSION HAS NOT OCCURED AND/ OR CORRECT ANY ISSUES IF REQUIRED. 3. SNOW SHOULD BE PILED IN SUCH A MANNER AS TO NOT CAUSE PLUGGING OR MALFUNCTION OF DRAINAGE SYSTEM_ 4. RE —SEED AS NECESSARY TO MAINTAIN GROUNDCOVER TO EUMINATE SOIL EROSION 5. IF EMERGENCY OVERFLOW MAT BECOMES DISTURBED DUE TO STORMWATER REPLACEMENT WITH RIP RAP MAY BE NECESSARY 6 WED COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF ON —SITE DETENTION AREAS 7. PUMP SHALL BE INSPECTED ON A MONTHLY BASIS MARCH THRU SEPTEMBER TO ENSURE PROPER OPERATION KEY TITLE SILT FENCE EXTENT OF DISTURBANCE VEHICLE TRACKING PAD S CONCRETE WASHOUT AREA PERMANENT SEEDING OD INLET PROTECTION SYMBOL/ LINEWOIRK SF SF D 040430°0°4°,7 °aQa404a454a D40044 ioJ I Baia WS100 YR HW ELEVATION =5001.5 TOP CF BERM ELEV = 5003 DETENTION POND -5E°2-- CU MET 5 -YR HISTORIC RELEASE RATE - 2.91 CFS FL ELEV = 4999.17 187 CMP i41TH FLARED END AT OUTLET FL IN ELEV = 4999.17 FL OUT ELEV = 4999, 9 D5O 4 TYPE "Cr - 1� N N OTE: ALL DISTURB THAT ARE NOT PA RE-SEEDED OR BASE TO ACHIE STABILIZATION (2) 18" OAP CULVERTS W/ FLARED END SECTIONS INVERT N (E)= 5000.7 INVERT OUT (W) - SCOO.3 /SLOPE 5LAFE -0.58 , _ r AREAS D SHALL BE VERED IN ROA FINAL B' X \1/49D yr Y l 40' MOE EMERG OVERFLOW AT ELEV = 5001.5ia C 29' x 6 AMEBIC 3000 CONTRO CONCRETE WASHOUT - AREA I - l - - T 00000 0000�� ICOO 00°004\ F= P c #• :: 0 3 0 1S' CMP OULWRT w/ niB D END SEG110N5 INVERT IN (E)= 4999.25 / INVERT OUT {WJ — 4099.6 f L = 128' SLGPE —0.2% Ttlo •lRIII ' I a p - I I N SEEDING NOTES Range Site Loamy Plains, Clayey Plains, Loamy Slopes COMMON NAME RECOMMENDED VARIETIES Western wheatgrass Arriba, Barton, Rosana Sideoats grama Vaughn, Butte, Niner, El Reno, Haskell Blue gram H ach ital, Lovington Green Needlegrass Needleondthread Switchgrass Grenville, Nebraska 28, Blackwell, Pathfinder Big bluestem Kaw Little bluestem Pastura, Cimrnarron Buffalograss Texoka, Sharps Improved Yellow Indiangrass Llano, Holt, Cheyenne, 0to IN MIX 2O to 45 2O to 40 1O to 25 Up to 30 Up to 15 Up to 24 Up to 1O Up to 1O Up to 1O Up to 1O SEEDING RATE DRYLAND 8.0 4.5 1.5 5.0 7.5 2.5 5.5 3.5 Bur: 8.0 Floret: 3.0 5.0 IRRIGATED 16,0 9.0 3.0 10.0 15.0 4.5 11.0 7.0 Bur 16.5 Floret: 6,0 10.0 CONSTRUCT VEHICLE TRACKING CONTROL PAD w/ a" of 3" ROOK MAINTAIN AS REQUIRED TO KEEP CR '132 FREE OF MUD AND DEBRIS TEMPORARY FENCE TO DIRECT TRAFFIC THROUGH TRACKING CONTROL PAD DURING CONSTRUCTION EROSION CONTROL PLAN SCALE IS ONLY VALID IF PRINTED ON 24" X 36" SHEET II III IIlII i I I I 114 *I; I I.I It ti cc Wco co 8 F 5 CI O I� n x WO U) t o 1 d Zr Ogpi S � - VTC WHEEL WASHOUT PLAN {VTG - \BI1IG4. 1RACKNG OONIROL). 5' MINN A rhickress :L Pimp DJEO = 6", Y Le Nan Waen Gabe. Rlkr CcltI NOT 1, fxff1RACTOR TD SJPFLY VP.SH WATER Q WASHOUT 6sN TO BE ISOLATED TROIA STORK SWIM & VTC PAD NP RAP TD EE CLEANED CF MUD AFTER RAN EVE 4. PLEIJC ROADS TO EE CLEIIIEB OF DEERS AT THE SO OF EACH DAIS YME 9R JFIER RAN EVENTS, AS ICED. L, HHEEL WASHOUT 1INBEIZS FECIUFTED CtLT DII EXIT GEE €F PAD, SECURE TINEER GNP MTH 2X4 HALED TO BMTEM CF TINBEM EACH DC 4. YTC PAD TO BE DELPFATED TO DIME USE BY OONSIRUENCN TRAFFIC err NTS 1 -&O -922X -R1 81 FILTER FABRIC MATERAL SAFIELY FASTENED TD THE POSTS WOOD DR SIEEL OST a I4AAYPSPACIIC 10 INd£S (MN) N Washout limbers, Gee Pr/lb Er:meiEe wad Bail 2E xr%?Deep 'fir WASHOUT PROFILE �nn 6'S>'47 Tides di nips Wen .� 2X4 Nailed to Bottom S LT FENCE INSTALLATION ATTACHING TWO SILT FENCES 2 FEET ON APPROXMATELY e MCC CF FLIER FABRIC MATERIAL MIST EXTEND NTD A TRENCH MD EE ANCHORED WITH CONPACTEII BACRFLL MATERIAL RUNOFF APFROIOMATE 44NCH BY 4-INON TEENCN OFEG'TI.tl OF RUNOFF WATERS I RACE THE END POST OF THE =IND FENCE IM90E THE EtC POST OF THE FRET FENCE ROTATE BOTH POSTS AT LEAST 1BD DECRES? IN A CLOCKWISE DRECTTCN TO REATE A new SEAL YITH THE FAEAC MATERML DPJ\E BOTH POBT9 AEI CUT 10 INCHES NTO 1HE 9RCM.ND MD MAW FLAP GENERAL EROSION CONTROL NOTES CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO, SILT FENCE, INLET PROTECTION, VTO PAD. WHEEL WASHOUT, AND SEDIMENT BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTIVITIES, THE CONTRACTOR 5HA.LL LIMIT TOPSOIL STRIPPING OPERATIONS TO WITHIN THE AREAS IN WHICH THEY HILL BE IMMEDIATELY WORKING_ THE CONSTRUCTION Cr UNDERGRCUND UTIUTIES SHALL EE INCLUDED AS A LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED WHERE SEDIMENT WILL ERODE BACK INTO THE TRENCH. ALL TRENCHES SHALL BE BACKRLLED DY THE END OF THE DAYS WORK; BACKFILL SHALL BE PERMANENTLY STABILIZED BEFORE CONSTRUCTION IS CONSIDERED COMPLETE, ALL DISTUREED AREAS AND SOIL STOCKPILES SHALL OE ADEQUATELY STABILIZED AS DEFINED IN 114E URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCDX VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES, SECTION 3.0 "EROSION CONTROL'. ALL DISTURBED SOILS AND SOIL STOCKPILES SHALL BE WATERED MD MAINTAINED IN A ROUGHENED CCNDIIICN AT ALL TIMES DURING CONSTRUCTION ACTIVITIES TO PREVENT WIND -CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES WILL BE IMMEDIATELY DI5CCNTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES AS DETERMINED ELY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE 5DDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SRI STABIUZATICN SHALL BE REWIRED WITHIN 7 DAYS AFTER FINAL MADE IS REACHED. IF DISTURBED AREAS OR STOCKPILES ARE NOT BROUGHT TO FINAL GRADE WITHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE, CR RE -DISTURBANCE. TEMPORARY STABIUZATION MEASURES SHALL BE REWIRED. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILE SEE SLOPES SJ-IALL NOT EXCEED A SLOPE IV AV:lN_ ALL STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT -LADEN WATER. HAY BALES ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM CF EROSION I CONTROL INSPECTION OF ALL EROSION AND SEDIMENT OONTROL BMP'S SHALL DE REQUIRED AT THE END OF EACH DAYS WORK, WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY THE CITY CF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION OONTROL DEVICES BE REPAIRED . REPLACED. RELOCATED, MODIFIED. OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED WITHIN 5 WORKING DAYS FOLLOWING RECEIPT CF THE WRITTEN REQUEST FRCNd THE INSPECTOR_ ALL PUELJC RIGHT OF WAY POLLUTED WITH DIRT. MUD, OR DEBRIS SHALL EE SWEPT CLEAN AT THE END OF EACH DAYS WL3RK OR AFTER STORM DENTS. AS NECESSARY, ALL TEMPORARY MID PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION HAS BEEN FULFILLED, SEDIMENT TRAPSJBASINS SHALL BE CLEANED AND REMOVED, OR STABILIZED, WHEN ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED. THE SITE CONTRACTOR IS RESPONSIBLE FUR PROPERLY DISPOSING CFF ALL SILT FROM THE SITE, IF IT IS NOT REUSABLE ON SITE. THE LANDOWNER SHALL BE HEW RESPONSIBLE FOR THE LONG-TERM STABILITY CF WT AND FILL SLOPES AND THE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED SOIL AS DEFINED IN THE UDFTr, VOLUME 2 CONSTRUCTION BEST MANAGE .LENT PRACTICES, SEQ;TION 3.2 'MULCHING-. ALL CONSTRUCTION SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST DE DISPOSED OF PROPERLY AND MUST MEET ALL APPIJCABLE MATERIAL SAFETY DATA SHEET CRITERIA. THE STATE STCRMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FCR ANY VIOLATIONS RESULTING FROM THE ACTICCJS TAKEN BY SITE CONTRACTORS. SJBCONTRACTCRS. MAINTENANCE CREWS. ETC. EROSION CONTROL STRUCTURES DETAIL 12-1 DATE: MARCH 2007 SCALE: N.T.S. L₹7a OF suite 1-800-922-1987 NOTES SLOPE AND SWALE PROTECTION WATTLE DIAMETER, SEE NOTE 5 ELEVATION VIEW SEDIMENT TRAPPING AREA (TYP.) 3/4" x 3/4' WOODEN TAKE (TYP.) 03EE NEE ID iu CO STTYPPl JAUNTS WATTLE SPACING TABLE SLOPE TYPE MAXThlUM SPACItC ALL SLUICES 20 FEET 4:1 SLOPE OR } 40 FEET INLET PROTECTION 1 CI' TYP. T_ SANDBAGS SHALL BE SPACED MNMUM 1U APART_ 2 SANOBM3S SHALL BE PLACED AT AN ANGLE OF 40 TO 4D DEGREES FROM THE D4'M1STTE.WA FL7MJNE a SANDBAGS SHALL OE REMOVED FCLQ\NNG STORM EVENTS FOR liENOVAL OF SEDIMENT AND THAI REPLACED, NUISANCE WATER TD EE DRAINED EACH WOWING DAY. 4. BACK CF INLET NAY FECUIRE PROTECTICN IF SUBJECT TO CROSS—SDEWALK FLOWS, EELLIrdEN1 • I - 8' MIN. EMBEDME STAKE Al EACH END AND 44 NtaG or. ALDNC ENTIRE LENGTH PLAN VIEW NDTEs 1, INSTALL WATTLES ALON6 GRJTOURS. FULL LEPFF7TH OF SLOPE OR EXTENT 4F STALE 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY AFTER A RUNOFF PRODUCING RAINFALL 10 ENSURE THEY REMAIN TMCROLJC•MLY ENTRQNCJIED MD IN CONTACT WITH TFE SOIL 3 UT STAKES NAY BE USED FUR PERMANENT IhbTALLATIDNS. 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (*DEEP). ABUT ADd4CENT WATTLES TIGHTLY, END TD END, WTHCUT O\ERLAPPIUG THE BO& L W&TTLPS TO DE 9' NON NAMETM FOR SLOPES, 12' NIN DIAMETER FIR SWALES. CONCRETE TRUCK WASHOUT PIT PROFILE An 7— COhTAMNMENTBERM FROM Pr EXCAVATED MATERIAL MDIER 1. PIT TO EE NANTANED eWD JAWED MIL AL]. IX:NRSRE1E WORK is CONFUTED, INCLUDNG ALL FOUWAT1ON AND FLATHOPoC. RELOCATED PITS STALL MEET THIS STANDARD, 2. PIT TO 9E PER4A1EITLY STONED TO ALERT DIVERS CF ITS LOCATION 3. SET CONCRETE TO CC ERCEEN IP AND DRPIXED # PROPERLY OF SITE PER LOCAL. STALE AID FII#DAL LAWS �. W\SIDIJT FITS THAT AFE ziPARA1m RCM A PAVED SLR FACE WAY NFAURE A VTC PAD TO PROTECT STREETS FROM TPAANG OF CIRT. DEPTH5 10 FEET SQUARE BOTTOM MIN. ALL CONCRETE TRUCE WASHOUT HERE *SON: 2' Tdll x 3' Wide en 4• Tall Post. 6"x2` Lettering EROSION CONTROL STRUCTURES DETAIL 12-2 D4rE: MARCH 2007 SCALE; N.T.S. ad 231P OPE ERAVN EJW CrEGNED 8167;018 B0AEE NTS PRELEGT SEET C6 100— YR ORIFICE PLATE BEHIND (1) 7/B" se HOLE 28"X 16" X 1/4" GALVANIZED STEEL PLATE (NOV ORIFICE) T11P l7F PI ATF Fl FV = 5000.29 FL ELEV = 4929.29 FL ELEV — 4999.17 (6) 1/2°6 STAINLESS STEEL EXP ANCHORS r r OUTLET BOX ELEV ORIFICE PLATE B A I x' + � • '� tet r Xet B TRASH RACK NOT SHOWN FOR CLARITY 28" X 16° X 1/4" ALUM OR STAINLESS STEEL PLATE B 1/2'0 STAINLESS L EXP ANCHORS OUTLET BOX PLAN VIEW #5 REBAR YIELDED TO FRAME AT 4" Q.C. (GALVANIZED W/ FRAME TOP OF HEAD WALL ELEV = 5001.17 TOP OF PLATT AND TRASH RACK ELFV = 5000,2 TOP OF CONC SIDE WALL ELEV - 50DD.13 30' SWALE SEC A -A MIN CHANNEL SLOPE - 0.30% la 20 8 -WALE SEC B -B MIN CHANNEL SLOPE = 0.6% 144 -YEAR OVERFLOW SPILLWAY 4' r B' 40' 3" CLRr $" MINIMUM THICKNESS — NOTE: 2 #5 BARS JJJ��111 (SEE NOTE) TRENCH FOR WEIR CUTLET STRUCTURE USING NATIVE GROUND AS FORM WORK. CONSTRUCT 1VEIR Sw MINIMUM THICKNESS. UPON COMPLETION OF TRENCHING, PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY, FORM TOP 4". CONCRETE WEIR OVERFLOW STRUCTURE FL ELEV = 4929.17 2" X 2" X 1/4" L TRASH RACK FRAME (GALVANIZED W/ REBAR} SEC A -A iw 15" CUTLET PIPE 22" X 16° X 1/4° GALVANIZED STEEL PLATE 28" X 16" X 1/4" GALVANIZED STEEL PLATE (MOW ORIFICE) DETENTION POND OUTLET DETAIL SEC B -B 3' 22" X 16" X 1/4" GALVANIZED STEEL PLATE (4-) 1/21'4 STAINLESS STEEL EXP ANCHORS FL ELEV = 4989.57 FL ELEV — 4999.17 T .1 BOLT RACK TO BOX 'N/ (4) 1/2" EXP ANCHORS 5 REBAR WELDED TO FRAME AT 4" ac. (GALVANIZED W/ FRAME) 4"—•1 ■ ■ 2° X 2° X 1/4" L —TRASH RACK FRAME (GALVANIZED W/ REBAR) TRASH RACK PLAN YEW I'_ "(30cm ) 6n (I5em) (I Scm) 6' (15rm) CRITICAL PANTS A. Overtlps tad Seam s 6. ProjeclecJ 'Aster Lire C. Chant el 6allornisde Sirp& vertices DrawhngNot To Beale 6" (Liam) 4"{10cm) (5-i 2.5Cm) 1-441wIleIFII NOTS 'Hh.ieLnlsl ttspie spacing sliamM be allefEd if reeettary ki MIaw droplet la secure the tdilUCal points akng II're tyhanrel tuflaCe. "In louse soil Eorelilionsthe use U slepie or slake lengths geatei That 6115c'i) my be rmcessaiy la pruµerly secure the AECEs. Disclaimer: StellgrIrtil n The in (; St'Ln pfeferleC IFfein it gerisfsl iletign irlOfilsliarr only. Fog tpetifit *Flit -SUM rE. ` Lai tdl ait irtjepnlderi pWeieatianfi tar lurtt,st ddtiyt guidhlte. 54111 St. Wendel-Ciulbisne Rd. I']I:RW 1,-1 2.2'.lt4I0 1Ylretaill'a.) i 47631 nitw.nWaen.ennt Drawn on: 6-447 C11.1,NNLI I.N S'I'.4 T.1.A `J'J ON DETAIL. Prr..parc n. -.II tcf:re Irslallr; i.•Irr: r.r nnr enrnnl ritabria 11:Et1 i, irr1,:Ir; my rrccsrrty applcabor of wit friiiicer,.:ra arrs. Lic;r al Itc Imp f Itc rharrcl 1y nrrttnr; Irr l:EL;l'a Ir n i`-f'•..rJr) neer s E i:fa r f ar..r. Irrrrr silt app:mmalrly `]'1:31:crri mf RECPs r.xlnrnrt tey7.r. ire tar -ranee F^.IUOr. of Ihr. hcrrh. Ler: StercMax mat al lit rrnrreheuhrll ti.liet as Slippy merlin wince FtnIrd or. as record. Order Ihr Fit=i;Ps war, a raw rf !nrrts3lakes nppzxmeirly '. I.1Rem;i nrarl n Irr. tc11:rr of IN: beret. liackkl nhd rrmplri irr herrr.nner nlerlr;. nrp4 nrr.o im Itc rmprr.Ir..m r_1 rr,-. tlz Ito. rrmelrir; `_tCCmi pnrll.:r of kEL`Ps tank mrrr Ihn scam rrm ro lrprr.Ir.-. sal. SerLlr REC.1-tr. rnirrnrlrn sna WEE r. r.. a: of .',IepT._`9rlr.s nrrrr.a nppmlamalrly nparl ac,:ss Ihn winir -f ire kEGYA J. Km 1 rr.rlr.r KECPs Ir :arr.lcr :.f walcr fns' it ennnm of etarrei. kEass wit ,.rrmll wit applrprraie !J. -:r. n;ernl Ihr. .Y..II rLlfnrr. tin htC.Pr men to nrrl.rely frslr.rrm 1 r. -.I miter: Iv plcclr; dapics:slakes If nppr_pnalr. i:r.nlinr6 .+.. nr.nr Ir ire siert paean. ;Gee. &I.Piece err .T. n, I he kE Ctrs ern :•!n e r n i5tir;lr. :Jylr.i wit a 4' E'mrarlrr, Ur: nnutr Jr. s' tf st.:r la rlr.;;rret r area r.rm 4- mr rr..rinr t tude.- IbCPs. !:, 11..I Irr;m to;r of hECPs n Lp of a! r nl :pr. s m 1. nl tc er d-mir a wilt a raw of !lnr7^9n{rs errr:xr inert' e'1. art area it iil'hrrr I -.rrr R titt:.nrt one Irrret Saatchi ern enmr rJ Irr Merry r.11cr 1 plIr4 Ii. Ar..iarrrl ItCPr mutt to mrcr: rrr..-. erplt arrelrly _-L'- 11 !2.S ISE I (Lc per;rr; .-.r hECPn lw.ej err: alar7-. +. Ir. h ;t Ilov; ctarrel npplirali rn alnre ettek rIti in ree:mlrernen nl Vii: Ir. 41: foml i s ' Lhr i ri ewel s. Lice n :matte raw :f clerks cla;;rlrm l`I:r.rrr rum ern a -l:' Iirm,:r eerier 1r.rrrlre v:i hl' .-.f Inc Eta Trill. I!. ire Irrmlrrl err Sf Irr RE1]Pa Ir WE Er Erd-;.c vat- a Imw mf nlaptskJakea rrpinarrelely t !Crmi rpmi Ir. r.. ri-rrml SEAT. X E -I:7 Srw) A1SE arreh. liackftl arr. r:trp.,el the heat after alerlr;. CC CO S CI 0 n x w0 (/) t U *� ad Zr RI 11 ..g18 Ogpi EJW BGYE NTS PROJECT j SE Er C5 ma' • -s l +�- 17.= I: ■ _ it Pre-- - [� sirle IN Wan =s-- r ter. • Car OFFSITE BASIN MAP SCALE 1" = 1000' .r- Ws1O0 YR HW ELEVATION 50015 TOP OF BERM ELEV - 5903 \ leis reeteeneenMMSenene4EIFEI nenamemeNM matreeneneliiki ma w _ DETENTION POND' OUTLET 5 -W HISTL?RIC RELEASE RATE = 2.27 CFS FL ELEV - 4999.17 18" CMP WITH FLARED END AT OUTLET_ FL IN ELEV = 4999.17 FL OUT ELEV. = 4999.0 3' N N N 9.58 N N N, (2) 18" CMP OJLVERTS Wl FLUREP END SECTIONS INSERT IN (E'= 5000.7 INVERT CUT (V0 - 9D60.3 L= 60' 'SLOPE -C.5CG • ,. ..................:::' x B' X 18' D50 TYPE 'L ..........P RAP 8.25 a fl00 0 r: 00••0 9 D5 0 TYPE "Lr -RIP-RAE 2 124 e iF ra 15° CMP CULVERT ! r' W/ FLARED END SEC11C11S 4 INVERT IN (E� 4999.25 / k ila _) INVERT CUT (W) - 4999.0 f _ 1 / L = 126'/ \ L SLOPE -(2.211 f 1 3' I 48 2 - y5L mm 5 = Aran In Acres C = % INPERVIDUEAIESS D = 0(100) cia PROPOSED BASIN MAP SCALE 1" _ 60' 0 60 DI Si ii - , N I I I I 120 1$0 q n t o *� ad Zr Ogpi CrEGNED 12(15 2018 _ ECAIE AS Fiala) PRu ccT e sEEF C2 PROPERTY LINE -- EDGE OF ROW EDGE OF BUILDING SWALE CENTERLINE EXIS11NG GRADE CONTOUR FINISHED GRADE CONTOUR CULVERT • 9 5607.32 4 503.10 e + 50[2.55 - .5846 — 46 503.54 l W5100 YR KIN ELEVATION =5001.5 TOP OF BERM ELEV = 5003 DETENTION POND '°e OUTLET S -YR HISTORIC RELEASE RATE = 2.27 CFS FL ELEV = 4999r17 18" CMP V1TH FLARED END AT OUTLET, FL IN ELEV = 4999.17 FL OUT ELEV = 4999.0 r#971 -95.59-24187r- 55411 — 1F5126135 -1776-T-57 57 gra 9 D50 YPE "Lir 13-EtwiL -R-AP- 50 1013 150 a 5063.69 . 840.580 * 5003,43 [2) lB" CMP CULVERTS FLARED END SECTIONS INVERT IN (E)= 5000.7 INVERT OUT (W) - 5000.3 L = 80' /SLOPE =0.5% °yoga Ciao 4.o a. -.5 N N /TYPE "L" RIP ...RAP PAD 3.03 033.00 - 9 OCCA.OD Da4.0D - B 5805.08 6003.99 034.00 OOOOO .4 000 FF = 5005.8 70 15" CMP CULVERT W/ FLARED END SECTIONS INVERT IN (E.}- 4999.25 / INVERT OUT (WJ = 4S99.0 L = 12W SLOPE =D.2% 6'502.325002.00 66 03.4-1 egar D01.00 GRADING PLAN COCOA — -- 1 49- -500-5h21 6 DOCv4.Ce � t .95 a 500140 / 0033.1O �c ..OD100 • / 000 46. $00047 4. - C— — — 5 4. 5000.73 1 4 809.65 \I I I IN I I I I I ti N Dais .09 H cc co CO 8 � W � { I1I $ t� n X W O U) t U *� ad zifihr 2-1O Ogpi SITE MAINTENANCE NOTES: 1. REGULAR INSPECTION OF ALL DRAINAGE PATHS SHOULD BE SCHEDULED TO ENSURE PROPER FUNCTIONING OF THE DRAINAGE SYSTEM. 2. AFTER EACH RAIN EVENT SITE SHALL BE CHECKED TO ENSURE EROSION HAS NOT OCCURED AND/ OR CORRECT ANY ISSUES IF REQUIRED. 3. SNOW SHOULD BE PILED IN SUCH A MANNER AS TO NOT CAUSE PLUGGING OR MALFUNCTION OF DRAINAGE SYSTEM_ 4. RE —SEED AS NECESSARY TO MAINTAIN GROUNDCOVER TO EUMINATE SOIL EROSION 5. IF EMERGENCY OVERFLOW MAT BECOMES DISTURBED DUE TO STORMWATER REPLACEMENT WITH RIP RAP MAY BE NECESSARY 6 WED COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF ON —SITE DETENTION AREAS KEY TITLE SILT FENCE EXTENT OF DISTURBANCE VEHICLE TRACKING PAD S CONCRETE WASHOUT AREA PERMANENT SEEDING @INLET PROTECTION SYMBOL/ LINEWOIRK SF SF D D4°4°0°0°4°2 °aQa404&act., P4QO44_ �oJ I Baia WS100 YR HW ELEVATION =50&1.5 TOP CF BERM ELEV = 50D3 DETENTION POND CUTLET 5 -YR HISTORIC RELEASE RATE - 2.27 CFS FL ELEV = 4999.17 1 S' CMP i41TH FLARED END AT OUTLET, FL IN ELEV = 4999.17 FL OUT ELEV = 4999, 1 N N (2) i " CHP CULVERTS W/ FLPFiED END SECTIONS INVERT N (E)= 56003 INVERT OUT (W) - SOCC.3 fL=SO' SLOPE x 1O0' X 18 -TYPE 1L' RIP AP PAD a, gpp:o°v• C!• :0• CONCRETE WASHOUT - AREA FF = SDOS.B \ \ T O OOOO O OOO'` 0000 00°0- 030 '1 0 0 OTE: ALL DISTURBED AREAS AT ARE NQ `1ED SHALIL BE RE -$EE D OR COVERED IN DAD BASE T ACHIEVE FINAL }/ ABIL ATION 1 1S' CMP OUL WF w/ niB D END SEC110N5 INVERT IN (E)= 4999.25 { INVERT OUT (WJ — 4099.6 f L = 1281 SLGPE • b 0•Q 9 D5O 0 TYPE •C - — r ---- e3�--- -------nL----M--- -X4 SEEDING NOTES Range Site Loamy Plains, Clayey Plains, Loamy Slopes COMMON NAME RECOMMENDED VARIETIES Western wheatgrass Arriba, Barton, Rosana Sideoats grama Vaughn, Butte, Niner, El Reno, Haskell Blue gram H ach ital, Lovington Green Needlegrass Needleondthread Switchgrass Grenville, Nebraska 28, Blackwell, Pathfinder Big bluestem Kaw Little bluestem Pastura, Cimrnarron Buffalograss Texoka, Sharps Improved Yellow Indiangrass Llano, Holt, Cheyenne, 0to IN MIX 2O to 45 2O to 40 1O to 25 Up to 30 Up to 15 Up to 24 Up to 1O Up to 1O Up to 1O Up to 1O SEEDING RATE DRYLAND 8.0 4.5 1.5 5.0 7.5 2.5 5.5 3.5 Bur: 8.0 Floret: 3.0 5.0 IRRIGATED 16,0 9.0 3.0 10.0 15.0 4.5 11.0 7.0 Bur 16.5 Floret: 6,0 10.0 x 1 �1 1 *g, IN a - J L i — _ CONSTRUCT VEHICLE TRACKING CONTROL PAD w/ a" of 3'1 ROCK MAINTAIN AS REQUIRED TO KEEP CR 132 FREE OF MUD AND DEBRIS TEMPORARY FENCE TO DIRECT TRAFFIC THROUGH TRACKING CONTROL PAD DURING CONSTRUCTION EROSION CONTROL PLAN SCALE IS ONLY VALID IF PRINTED ON 24" X 36" SHEET 0 I I it II l 11l +Illl J II II II II lh It I I R II ti i l$1 80 120 189 t o 1 Zr ad Ogpi S � - 160— 'YR ORIFICE PLATE BEHIND (1) 7/6" s6 HOLE 28"X 16" X 1/4" GALVANIZED STEEL PLATE (NOV ORIFICE) TOP OF PI ATF Fl FV = 5000.29 FL ELEV = 4929.29 FL ELEV — 4999.17 (6) 1/2°6 STAINLESS STEEL EXP ANCHORS r r OUTLET BOX ELEV OQ W ORIFICE PLATE B A x' 2' • '� Nor V B TRASH RACK NOT SHOWN FOR CLARITY 28" X 16° X 1/4" ALUM OR STAINLESS STEEL PLATE B 1/2'0 STAINLESS L EXP ANCHORS OUTLET BOX PLAN VIEW #5 REBAR WELDED TO FRAME AT 4" O.C. (GALVANIZED W/ FRAME TCP OF HEAD WALL ELEV = 5001.17 TOP OF PLATT AND TRASH RACK ELFV = 5000,2 TOP OF CONC SIDE WALL ELEV - 906D.13 30' SWALE SEC A -A MIN CHANNEL SLOPE - 0.30% 8 -WALE SEC B -B MIN CHANNEL SLOPE = 0.6% 8' V'4 W!V T- ''C'l-S! TR=*>:;- _?`'r VF CJT__T STQ) C U = .J$1 'JATV_ (.7•'.;•.1\4:1 A • CQ'S/ k -A; �, C C TP'•!C T WE S' V `,1 \N V T- C. CZc, •!ACV CCVET CA •— T7'7 ,,r T-• _24T. I _ T�=_ At! c 'll --r • 77. A T- _ •. CONCRETE WEIR OVERFLOW STRUCTURE FL ELEV = 4929.17 2" X 2" X 1/4" L TRASH RACK FRAME (GALVANIZED W/ REBAR} SEC A -A N 15" CUTLET PIPE 22" X 16° X 1/4° GALVANIZED STEEL PLATE 28" X 16" X 1/4" GALVANIZED STEEL PLATE (WOCV ORIFICE) DETENTION POND OUTLET DETAIL SEC B -B 22" X 16" X 1/4" GALVANIZED STEEL PLATE (4-) 1/2"0 STAINLESS STEEL DP ANCHORS FL ELEV = 4989.50 FL ELEV 4999.17 T BOLT RACK TO BOX w/ (4-) 1/2" UP ANCHORS 5 REBAR WELDED TO FRAME AT 4" O_G (GALVANIZED Wf FRAME) ■ ■ 2° X 2° X 1/4" L -TRASH RACK FRAME (GALVANIZED Wf REBAR) TRASH RACK PLAN YEW 12/* 2018 ECALE NTS sEEF 05, VTC WHEEL WASHOUT PLAN (VTC - YaTnra. TRAp<NG poNTRDL> 9' Mirilmn'hickress I. Pimp DJEO = 6", S Le Nan4ben Enke.Rlkr NOEL 1. Cail1RACTOR TD 3JPFLY WA I WATER 2 MSIDOT DAMN TO BE ISOLATED rRGA STORM SWIM & VFC PAD FIP RAP TD EE CLEANED CF MUD AFTER RAN EVE 1. PLJBJC ROADS TO EE &EAl1E0 OF DEERS AT 11E SO OF EACH DATS YME 9R AF7ER RAN EVENTS, AS N:EDED. Is. %HEEL WASHOUT TINDERS FECIUFED OILY EN EXIT SEE OF PAD. SEiCJPE DIRER GAP MTh 2X4 PALED TO DGFKM Cf 'l1PJ 6 EACH DC 4. YIC PAD TO BE DELIFAIED TO DIME USE DI COtlSTRUCTICtl TRAFFIC NTS V 1-800-922-1981 ealigieige RLTER FABRIC MATERIAL EECIAELY FASTENED TA THE mars WOOD DR R MPOST AX PAO iC tO IN*ES (MN) N Washout Timbers, Gee Profile Er:meiSe(:"ett Fen 2E' x 2C x?Deep Mir WASHOUT PROFILE ,nn it SK's 7 TimEels any caps Wen 2X4 Nailed to Bolton" S LT FENCE INSTALLATION ATTACHING TWO SILT FENCES 2 FEET APPROXt4A1ELY 9 INCHES CF FLIER FABRIC MATERIAL NIIST EXTEND NED A TRENCH MD EE APCISO ED V1TTH COMPACTED BACRFLL MATERIAL RUNOFF APFROJONATE 1 -INCH BY 4-IN0-I TEEN EN OFEG'uT.tl OF RUNOFF WATERS I RACE THE END POST OF THE 3EOIXID FENCE RIME THE EEO POST OF THE FRSr FENCE ROTATE BOTH POETS AT FEAST 1BD DECRES? IN A CLOCKWISE DRECTTCN TO O.REATE A TIGHT SEAL PITH THE FASFIC MATERIAL OPINE BOTH Pogo A9EUr 10 INCHES NT) THE 9RCLND MD MAW FLAP GENERAL EROSION CONTROL NOTES ;.: o-.7 .: -•'r ''1 J.L II.'. -..u. •.ii rrrli-rTr 'rrILri--..1-r rr. :I•'I .•;h-r•i rr r.' -LIJ IT( •`n.- rrl•:r II. Lr- rr.-r.-I.,• • r'.r ;., rn. :•:I --1 - :kr. -:rr IN -I• 1 •::n•'' rrr: r•r - I•r•rl.. II.. •.I• 1 •J•r : 11•.1.11•.' .'1 •'1• •L D•.. ,..: -I •Ilr: -I 1 I• r••'.;; '.'r 'I -1,1. Id I r :11 rirrlh•' . rrr. .-I•'i •.!l II- -1 r -.Er ' ii. .! 1•:I -I r' taU, DC tl•I.1u•. rl n D• I c := o- TI l-:i• -r 1•111-7;11.1 I unr: 1 •.u. r r uCLL0O0 0.: �. •J,.I. r • --rr• I--.-rr1 1 •r .ii rr ri:'-:.rr .1rrr -;rrirrh' °ALL 1F:tr r•.."I u•--: -1 r -rri•-:1 •it. 71.1•:1 r: I .LL rr r....:1 ruirr r l r rhr .;r -I C E'4vc. .•Cri r •.:I r41. '•r --u. E [ rrrF iu:CE- GCr; r - b. I'..••: 1-i;lE[r[E- .T.:6rIrT .1I IIT-l.rrrr •.rr:: .1-L ',:"II-'-.:Irllr-: -Ti -.it rr •.Tr:.I. -rl. .•_:.r•-'u-rr -:' rrri rr I4- l r Lrr I rr AE r t.'1 I rI -rl::-:I rr.-I ::ill -r •1-'71 -I::I rr 1-.F .: 11-11-- 11 . 1: 1• r. l.1• - •11 -,I•T I.' •li rl'-IFrri ii• •1•f IL ': IroLc.: I •.II. rr -:..Tr n '.1-r I.. JI--..u-rr II- r•' I:: I ❑.rr ::•:u r n.• I. -.LL ll-r• r 1111-: .;1-' -El Ilr'• -: rrr •rF - :: u -r : '! rr rr.: L' I J.I. L 1-r r I'-I,r[ II-: - ;-I:I-Ir'• ..,I I r r ILI•r[I•. rL rl"= 'I.-II•Irr -1111• r1;l1'rII:': IVr•." E-•.:rl• IF; TEE -Ir': :: rr.TFiu•rr r -:I- II•`IG;-:G 1111+•.I.CI•.-;.1. TI•r•1•-!. I+•: -I •r. `Crr. rein `.ir• I••'.I•I. •I- `.r; -b; l•. - r; -r ` Em':r r: Iry •.lci •i-;IL C ^.E•ILI-•.l• I• ' I ^.LL 1 r F•G'I IF ET -:1-I II• 7 1 •.': •FTF :F -I r r rr ::i Et it I:r;'Ur-.G[E- .r,C'.' r :.' .I.rILG: •.rr I-: - r r.•I: I - -: ruI--,_ : r .rr -.1-I II•. ,-.' f •. •: RAS.;,'i1Iy; I L Ir i1".L Cr: -I ,r1: 1:E I lc T. •.I•..:r. TI•f.:r• •I•• - nil --.l. I•. IL :L rr[ 'I DC R[tia:Ir Gt: E,:: !CAL •.Irnr 'I -11 ri::rrr -rF = rrr- IF rl I •.IL .;.IL ;1 1 I ILL vILC tl °.LL o -Y Cg; EFT ':L:f r "r ' •ii ':-::.r•1- • C ,TP II•LE :i 'il ALL GE II•.;; -Cam. -Q- IT.;:Ii 1 r ri•T :n `crll•n•- L•Trl• :7-.-iI I •. r-.l•r,-: -.rr F::.- rr::':a.CCE- D- -I [ C'r- ur crcc[LC• :: -.I' '.'•:rr --.r Lr r•:r l- •:r rr.•'I•:I- u- ::r -.I,I. rr ',I: I- :J.,r r•e"i r•.'•: <.-.1•I 11 1•r "r'• : r:Error II rr r r 1,0 •.- Fri nr f rrL 'rr Fro.:: •.-rr II.: r r•'IL'-:11• rl r lI•• Etc, - r :d... r •: LI I. Tr • - rG I•' I -.LI 1111 TL I -r:: 1 1111 n I,ruirt-Tr ,l-ri -r r .Li 11 iT.r•J• rC:[ 1r fri.l ff• LIT I. Il.f II :IT •Li. II ''ITd-r1- 1.F -r -CL [�Ilr'-; :I -.LL CC rr:'Llrrr . _ -Ir rl-r :'r F I• •11.71 I•:"C -•1.E F•CI• Ir IF: -•1111 ii•I•rt I'. -FL l 1 :1 1 rlr r 1. rr -L•i rr: I Ir r i rr: I I '; 1- -r.' I r r -I•• r'• r I•-IIIICE .:1 f•n •rr -I'I Er: Lr I •.II TI- ::Vf1.r-CC Er'nr ; n 1 r -:TJ TI• 1r-:1 r`- rr•.'I• -I r. n.':I r.. -'f• •'LL ii rir- i-Li..:r crrr.F' •r it rr -'•.r.r' ::I-r•J• `r r. rr-r- 11: •.' I•rr•':•.1 Ll. T.I•f.r••.1• •.I•r FIFO.rTf• I r l rr I .Ii rr rrr: rr 1 -I rir rl i-: l I r -.': r u--: r -U rr Ir o-rr -1-I rri- rr ••r i-n a it'. -1. ,r WTI( l C `I -r h 7 • r I` r r.f;,•• lc Lr. r-:_1• 11:1• -11. ':IT it I I' i- Fr' :•.rir I• `.IT l r l rr.:.';1•f.F :I •LI. 11 1 Fir rr• r-'1••:If.if n-i l r LC7•.' -1.1.1: •• .r. RI- CT '!.- •,.1•.C flit. ":L err-• :.I•.t l r `I ••: r:-: rll. r-: •-r LI I I rl :r rrrl--F rL. r::r -. I..r '•C: Orr: ch CHICIEE- ^IL MI. I( II• 1 1 LIT: .r, :iu.ir. •'I+'i-rl:' l:'I• CC:- I.•1.:.-'1.1.11•.-rr•-.w1=�C`;. . LI I•':T•I.:l-1. el flair' •'1 I••, C11.1'i 1':rr -:r• C--'1•rr =1• ':IT I•I C— FE CrEl;:ECC- Cr rr: rrrl. '.1-r 1.1 .:" i.rr- -LI- •frl.l� -r it I. °.T,GIa. -'.'.rr r .-.. `'I rr- lr T FI. -.Tr rr: I F.'r rrri:r I:irrr I rr i.1 rTr r.:r -1- d..L' I:ht 1•r I I. u.. rr 1• I r 1-,• •' -•J no- r I r ..`I• f :7': 1 1 :1• f . 1'7 , le ll•. CI•.'..P.CC EROSION CONTROL STRUCTURES DETAIL 12-1 DATE: MARCH 2007 SCALE: N.T.S. SCALE 1" 1-800-922-1987 iNAIMPat Az4 1 00 0' WATTLE DIAMETER, SEE NOTE 5 SLOPE AND SWALE PROTECTION ELEVATION VIEW SEDIMENT TRAPPING AREA (TYP.) 3!4S x 3/4' WOODEN TAKE (TYP.) 03EE NUE ID ? }{ jCU it co cTYPJ WATTLE SPACING TABLE SLIDE TYPE MAMMA SPACIN-_, ALL SWALES 20 FEET 411 SLOPE OR > 40 FEET INLET PROTECTION 10' TYP. SEDIMENT 1'. I; T. -we t-: jv4k-°:0-,''a a ti:n -'.j r ., '411 ;Iran _ .1Iy •'rti <".,r 1-a*. z: .n:._v \., .417_ '4'R J., 1; 1 - ..• ' _xI 'va -1%715: - •511-w lrl - +r:w.vI I. I — 8' MIN EMBEDME STAGGER AGENTS PLAN VIEW STAKE Al EACH END AND A' MtaG or. ALEPIC ENTIRE LENGTH '1.7.17.11vl'+ hxll_ .717 77117..+v ;-' :\la1I 'iinll_C:- •� x a: '''C-'a4'Iaj':•iv.x�... .^.j VV,jxi:_- n-'an. a-5 • 'v.Ivv 17 -J1-a_, I,, a1`vl•: 1--" ci:eA1 a11tia%v-aj Mj • cy11xj1 'A' I- I-: 14. I 1:1x_ Wxll___ „117 '�tion1:11 '41x_•41 v'4 \I; I -y H:W- rl a: A:.1 :1.r 14 :1.r kI-V.I Tends ' •14 CONCRETE TRUCK WASHOUT PIT PROFILE COhTAINMENT BERM FROM: PI- EXCAIATED MATERIAL KIER 1. PIT TO EE MANTANED AND UDCED MIL 011 CDIICRE1E WEEK IS CIJNFLETED, INCUAND ALL FOUNDATION AND FLAT ORFC. RELXATED PITS SHALL MEET THIS STANDARD. 2. PR TO 9E Pc3iA.MEITLY STCtC TD ALERT DIVERS Cf ITS LCCATIDtt 3. SET CONCRETE TO Et ERCEENN LP AND DITPCIED Cf PROPERLY Off SITE PER LOCAL. STALE MI) FEDERAL LAWS �. WWLSIDLJT FITS THAT RIFE ziPARA1E0 FRC+I A PAVED SLR FACE WAY FFAURIE A VTC PAD TO PROTECT STREETS FwCN TP.AEMNG OF DIRT. 10 FEET SQUARE ~~ BOTTOM MIN. PILL CONCRETETRUCKS WASHOUT HERE *MGN: 2' Tdll x 3' Wide en 4' Tall Post. 6"x2` Lettering EROSION CONTROL STRUCTURES DETAIL 12-2 DATE: MARCH 2007 SCALE: N.T.S. ad 231P OPE EllAxl EJW QeG.NS 12/* 2018 Bate NTS F'FtQ.EGT f SEEr 06, Hello