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Home My WebLink About20154017.tiff A Vicinity Map ,N ^ - S (� VP � ' `1 L , Z WAY 392 MAIN$T E MAIN ST '//e /It! HIGH dreeta I f - IS 1 \ r ilt i �.' N ram�"� . ;. .„„E .or . : ,' ....... -�-.i W SITE NI °t 7:;_ , ,J.,„:,.! A .. i_, , - , ' ea. _ ' Ike l 41,711t�• WCR 66 M Ts,. =.. .I_ i_�� C EASTMAN PARK DR II M ri II Ile s. �� ` � � r NIll I i - Cat c 4 ( A .\ :. . , hid w WCR64112 : it's; .4) nal • ~Q lir pie rR64Iv _ �► �� uJ v a 1 �� r._ W a r� 1 Q j _ t __ilitMl0b. ' is -43 . „.4 . Q 0 WCR 62114 F ST -r ,?- `i/ , W W •� 'f zi .'I csr WCR 62 Va. : , pursz > > . t• .lam Illea""1- CI Ifni !?;111' / T. --F- . .. .., r ors z Z \ Wit- 4TH ST • U • W f � -- .�` .� G EELE W W 9 , -... . illitalk a a a �..1 .. Q :rCR 64 1:�'; O 10TH ST- tin nu�rin• = ;N r 2 ; ul �, • it \ I liwillii,fr•.-.:::1:: / :: :::: :: ►tJ ■ � l 41 i. 4j08EL, U S Rs within o n e 16 DOGS _i mile _i _ _ USR-942 FAIN EQUIP. SALES & REPAIR USR-1144AM I ' DAIRY 3000 COWS a --- 1 SITE WCR 66 s1+ A-- — ____--, 44;0 --- • 1 ,._-__ -,_t___ - - ° el — "Vi INoS0a •P el i it G \--- _ - K____ P-i _ We64112 W r a EELEY U a1 N w v ______H _ .O . USR-1541 USR-1125 ' OIL & GAS USR-1657 SAND AND GRAVEL PRODUCTION FACT MINERAL RESOURCE MINING-OP.- DEV. FAC. o‘ as_ I Closest Residence a_ . ......a. an em to ee of( not p Y _ the USR ) WCR66 _es t -4, 41 ! j� I r- SITE r� !MOD4r::<..._ J 1.....„.I .,...._ _‘..start: ..._ . ,„, — .......- . . illr. 4 ___./... ___ -----------,,, 4„ • . . . .. T._ k '.. . • 14-.11,11--. 44-,,... 1 go !. _1. AillaH - . . 4 Or C'7 I r \1 � ' - - N I _ d INDS 0 r. k . . ____ I I I I •ikii ; II • . III • AS l Aerial gar ha 4 • AL- r - M N . _ WINDS® EASTMAN PARK DR WCR 64 314 WCR 66 b----- - --- -* ii nt Preliminary el DFIRM cv fy. 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I .I ' 4 Site Plan x I ' ' l \ \ \II — office , I Itit and entry1 i 1 I ti ta t ----- -z AV°, , I I I i4i , 1 , X I: I FENCE I " il 7 WITH GATE II , /II i ' ll CUSTOMER �\ ' PARKING AREA .4 �� oa FENCE CENTER Or `PtVOT ,' . \ I ` _ - WITH GATE ON PROPERTY LINE N 1 \ I - SIGN x TO BE REMOVED/ I Ii "siIt.‘ i s,. ___ i --- I n Abas - - I it .:, -1-- ',,, , 4-gicr , , , i ... ,1 I, _ _ _ _`, _ _ • 10X16 25 Its' 1 , , - I OFFICE ,, i / 1 IL tt �` fr- i - ; 100' ---=;;C.75,. 475 QH€. _:__ . _ _ _ - - - - 0. . . . .atiE _ _ _ a #11,..... — ea.\ -:_ --, --_-:--------- — • � y — f I I AUSTRIAN PINES POINT ACCESST P SP ACED EVERY 40'-45' _ _ _ (40' WIDE) CITY OF GREELEY • DATE: 7/15/15 USE I3YSPECL4L RE VIE Fr USR15- FIL 2015402USR SCALE: 1"=60' For RV & Boat Storage, DRAWN BY: MRG Lot B Amended Recorded Exemption No. 0807-25-1 AMRE-984 CHECKED BY: Situate In The West Half Of The Northeast Quarter Of Section 25, Township 6 North, Range 67 West Of The 6th P.M., CSK County Of Weld, State Of Colorado 0 O U cA Ln O CC a.) PROPERTY DESCRIPTION FLOOD PLAIN NOTE CA The entire property is located in "Zone C," areas of minimal flooding" according to FEMA Flood I v J Lot B Amended Recorded Exemption No. 0807-25-1 AMRE-984 recorded June 6, 2008 as Reception C/� Insurance Rate Map for Weld County, Colorado Community Panel No. 080266 0606 C, revised 5-I No. 3558955 of the Records of Weld County and being situated in the West Half of the Northeast y State Highway 392 a Quarter (W1/2NE1/4) of Section Twenty-five (25), Township six North (T.6N.), Range Sixty-seven September 22, 1999, "Panel Not Printed". O 0 West (R.67W.), of the Sixth Principal Meridian (6th P.M.), County of Weld, State of Colorado. C ) Said Parcel contains 978,506 sq. ft. or 22.463 acres more or less (+/—), and is subject to any �l rights—of—way or other easements of record as now existing on said described parcel of land. BASIS OF BEARINGS AND LINEAL UNIT DEFINITION M N S011 DESCRIPTIONS y �J N "a Assuming the West line of the Lot B, AMRE984 as bearing North 0015'33" West being a Grid Bearing a C4 C4 Weld County, Colorado, Southern Part (C0618) c )5,._, V" of the Colorado State Plane Coordinate System, North Zone, North American Datum 1983/2007, a distance of 1048.20 feet with all other bearings contained herein relative thereto. 0 4 Aquolls and Aquepts, flooded /—'�J , .5 o U 32 Kim loam, 1 to 3 percent slopes I—'�1 - L The lineal dimensions as contained herein are based upon the "U.S. Survey Foot." U 52 33 Kim loam, 3 to 5 percent slopes �I 'Ct 47 40 Nunn loam, 1 to 3 percent slopes �l / 46 Olney fine sandy loam, 0 to 1 percent slopes HJ — O 4\ \ 47 Olney fine sandy loam, 1 to 3 percent slopes CID V / �> 48 Olney fine sandy loam, 3 to 5 percent slopes NOTICE 4 County Rd 66 51 Otero sandy loam, 1 to 3 percent slopes N — 52 Otero sandy loam, 3 to 5 percent slopes 'J PROPERTY OWNER'S APPROVAL According to Colorado law you must commence any legal action based upon any defect in this 4 0 '; survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification The undersigned major property owner(s) do hereby agree to the Site Specific Development Plan and shown hereon. (13-80-105 C.R.S. 2012) / 1 Use By Special Review Development Standards as described hereon 47 O// 32 H this day of 20_. 51 / d"t SITE SPECIFIC DFVFI OPMFNT PI AN AND IJSF BY SPECIAI REVIEW DFVFI OPMFNT STANDARD S V~� cd �_ Owner: \3e i / County Rd 641/ t F� 1. 46 / `.J By: PRELIMINARY As: NI a N. --\\N----..„----. o v t o U CLI NOTARIAL CERTIFICATE Ai�WIA\-- STATE OF ) SOILS MAP ss. COUNTY OF ) ..I SCALE: 1"=2000' tiff /// The foregoing certificate was acknowledged before me by ��/ as of this day of , 20 WW My commission expires .. Notary Public 0 (SEAL) PLANNING COMMISSIONERS CERTIFICATION This is to certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of County Commissioners, Weld County Colorado, for its confirmation, approval and adoption of this Site Specific Development Plan and Use By Special Review as shown and described thereon vi this day of , 20 z O Ir I State Highway 392 5 Chair, Weld County Planning Commission \ N PROPERTY OWNERS WITHIN 1/2 MILE RADIUS (.0 N Po a Q BROCKWAY GLASS CONTAINER INC @ KITCHEN THOMAS A 0 a yr SAUER-KITCHEN MELISSA A c 0 BROCKWAY GLASS CONTAINER INC 0 a ` o PRAXAIR INC 13 MOORE SCOTT A in U MOORE MARINDA M U 4 0 HCW INVESTMENTS LLC BOARD OF COUNTY COMMISSIONERS CERTIFICATION — ® BRUNNER DARREL J / \ 3 © \ ® DETTERER W LEE Ct 0 This is to certify that the Board Of County Commissioners, Weld County, Colorado does hereby 9 GIBSON JAMES C (r) J confirm and adopt this Site Specific Development Plan and Use By Special Review and Development • �I 5 �\ O5 WELD COUNTY GIBSON JEAN C J W Standards as shown and described hereon County Rd 66 � � 1 �, � © BURR WILLIAM R 9 CHRISTIANSEN DANA L W 0 this day of , 20 1—11 [OI9 BURR LINDA W U' 0 A1Q PRO BUILDERS REAL ESTATE HOLDINGS LLC > C C ® 7 SPADE ROGER H liJ LU 00 O �ITF , 1 O SPADE MARY LOU 18 M2 LANDCO LLC Q P BLACKPOOL INVESTMENTS LLC - C7 ��/ 9 LIVINGSTON LEIGH LIVESTOCK OF WELD W p (/) O Chair, Board County Commissioners \ 18 Q 16 O MILLER I SANDRA L COUNTY L� 1:1. Z O 2� LOOS DENNIS J O < (I, ER ATTEST: 21S O9 COLBURN KEVIN L LOOS USA C J I— (n 0 Weld County Clerk to the Board Q - County Rd 641/2 COLBURN LORI L Q Vj Z Q1 VESTAS BLADES AMERICA INC 0 90 MOSSBURGH MICHAEL L U HON N ON 19 > I MOSSBURGH DEBRAH K 20 M1 LANDCO LLC W Vi N W BY: Dated: \ ___.-- it 9 LUDWICK DAVID SCOTT 0 BROE LAND AQUISITIONS 11 LLC N ct Deputy Clerk to The Board g. LUDWICK GARI LEE c U CO 2 CO 0 VICINITY MAP D SCALE: 1"=2000' Ts PROJECT #: 2015402 E eN 0 7- rA v 3 O o SHEET 1 OF 4 N 0 DATE: 7/15/15 USE I3YSPECIAL R VIEW USR15- 6E 2015402USR SCALE: 1"=60' \ , For RV & Boat Storage, PHASE 1 LEGEND "EXISTING" DRAWN BY: \ I MRG EDGE OF ASPHALT WATER WELL CHECKED BY: OIL & GAS EDGE OF DIRT ROAD SPIGOT CSK FACILITY EDGE OF GRAVEL ROAD WATER VALVE 150' OIL/GAS \ SETBACK CHAIN LINK FENCE WATER METER " I \ FENCE LINE GATE VALVE 0 \ I PIPE GAS VALVE vp 3-a \ \ \ CENTERLINE OF RAILROAD TRACK GAS METER O \ / GAS LINE O IRRIGATION VALVE 00 CU LOT B ELECTRIC METER C 100' RAILROAD RIGHT OF WAY RE-3243 WATER LINE r PER RAILROAD MAPS ON OVERHEAD POWER LINE TELEPHONE PEDESTAL CA RECORD AT THE WELD COUNTY G/S DEPARTMENT Cr \ UNDERGROUND TELEPHONE LINE GAS MARKER CD CI `9T f - IRRIGATION LINE WOOD POST O U RF TEE POST ��RN POWER POLE y.. EXISTING �flRO`4fD GUY WIRE SIGNOO t PIVOT STOP EXISTING S7Jr. \ATIONIRRIGPIVOT�/ 24 44„E 36p 82, 12" DIRT ROAD ( fy.,� 0 - � , , \ Q C I ' � � � , , ►�/i 00 �_ S14°35'16"W � , � � , � O 50.00' \\/ , , W 5' DIRT \\\\ i \ O DITCH \ O JO' INGRESS/EGRESS EASEMENT 1\\\ \ \ \ FOR THE BENEFIT OF LOT B \ o REC. N0. 3810952 \\ --- .-C �,,.,,-- \ N i 11' I 60 30 0 60 120 180 ..� I LOTH I SCALE IN FEET OWNER:BROCKWAY O� AMRE-984 I SCALE: 1"=60' GLASS CONTAINER INC p \ EXISTING \ Q N CROP FIELDS I t� LEGEND 0 00 O N I I —x—x— FENCE UNE V I -- -- -- EASEMENT ctzt I RIGHT—OF—WAY r7 c' \ \ I h PROPERTY LINE O EXISTING PROPOSED ACCESS POINT O 5' DIRT DITCH I PROPOSEDNI I ilk PROPOSED AUSTRIAN PINE TREE Z PIVOT P 'OT STOP—N. TO BE REMOVED I — PROPOSED DRAINAGE DIRECTION I oi O F PROPOSED COVERED PARKING PROPOSED ' L -J p i \ AUSTRIAN PINES I 1 SPACED EVERY 12'-20' I PROPOSED TRAFFIC FLOW TEMPORARY CONSTRUCTION L An W ENT BY SEPARATE DOCUMENT \ PROPOSED I I 30' GAS LINE EASEMENT ct \ , i / -- R� FENCE N89•21-0'41 ”E 309.71' BY SEPARATE DOCUMENT f $(0 illa h cZj I i \ It 35 — �/ I I CURVE TABLE CO it0t \� 11 / 6' DIRT DITCH + so' so' 40' x I CURVE LENGTH RADIUS DELTA CHORD CH BEARING MO ply ®/0! 0 /I / / / 30> -- - - - lill I I Cl 440.53' 11509.19' 211'35" 440.51' S74'28'09"E 0 / // _ _!/ 14' CONC DITCH PHASE 1 PROPOSED I I C2 481.97' 1042.69' 26'29'02" 477.69' S30'13'10"E EMERGENCY 3I' 34' \414,370 Sq.ft in EXIT ONLYMir I I a -- — — I — —— 9.513 acres — — —— (24' WIDE) I r Fri I N J 35' ` PROPOSED 8' D J L1 1111111111111AP! IILANDSCAPING BUFFER/ PROPOSED RV & BOAT , Ii40 STORAGE SPACES /40> IPRO PRS -{ I LJ IRRIGATION PRESCRIPTIVE NT > Q O 40 (TYP) I LI) I LJ W ui/ _ _PROPOSED I I LOT B NOTE: Tracking control and entire site > CC REDO FENCE PROPOSED ,c.‘4 I AMRE-833 to be recycled asphalt or road base. W o (/1 g 0 \ a 34' \ ♦, \ DUMP STATION I O Ct LL I O 35' - - -- - - — „ — - - -- - - �� I Q O < Q � ///PROPOSED I Y CUSTOMER / 0. i I PROPOSED x I 30' RIGHT OF WAY O Z SPIGOT I I BOOK 4, PAGE 106 U i_ 0 PARKING AREA / J /0' °0 / 40' II_ I 30' RIGHT OF WAY w N isi x /O f 0/ / __ _ _ _ _ _//_ / J 60 BOOK 48, PAGE 25 a PROPOSED I PROPOSED 8' �PROPOSED fir I I I 'FENCE 12' PRESCRIPTIVE 34' PROPOSED- LANDSCAPING- EXISTING 12" CMP TRASH ENCLOSURE CENTER OF EXISTING PIVOT I PROPOSED ~ WITH GATE ~ IRRIGATION EASEMENT I \ FENCE BUFFER \ TO BE REMOVED \ __ x I I PROPOSED CO ON PROPERTY LINE 30'R 10'X16' OFFICE — — — —— — —t 4.1 As-1.... lot.Is.„Is.„ ,1.... gb- —— — — — —— I AUSTRIAN PINES I 25' �� I SPACED EVERY 40'-45' W N I x U) 2I 2I "�lo _r. Its.„1_ Its.„lit- 1P _ _ _ _ _ _ I D Ntr, I - - I- iGo' - - - - T - - - - - - - - t T - - - - - ! I — - - - I - - - — — - - - - - - - - - - - - - - - - - - �30" CMP PROJECT #: PROPOSED PROPOSED ______V_ _ _\t _ _ _ SIGN I HYDRANT 2015402 o I I 4' CONC DITCH t 20' FUTURE S89°42'53"W 1309.15' PIVOT STOP EXISTING 4.5' CONC DITCH DIVERSION— I rG PROPOSED AUSTRIAN PINES RIGHT OF WAY 30' RIGHT OF WAY I — TO BE REMOVED A PORTION TO BE REMOVED STRUCTURE a' PROPOSED SPACED EVERY 40'-45' PER CITY OF GREELEY BOOK 3, PAGE 14 COUNTY ROAD 6475 ACCESS POINT 130' RIGHT OF WAY2 o I (40' WIDE)cl REC. NO. 3716559 LOT I 3 I LONG MINOR SUBDIVISION N. O 0 SHEET 2 OF 4 N 0 DATE: 7/15/15 USE I3YSPECIAL RE VIE f USRJS- 2015402USR SCALE: LEGEND "EXISTING" 1"=60' \ ' I For RV & Boat Storage, PHASE 2 DRAWN BY: EDGE OF ASPHALT WATER WELL MRG OIL & GAS SPIGOT ! FACILITY EDGE OF DIRT ROAD CHECKED BY: EDGE OF GRAVEL ROAD WATER VALVE CSK \ 150' OIL/GAS SETBACK CHAIN LINK FENCE WATER METER \ I . FENCE LINE GATE VALVE PIPE GAS VALVE \ \ • _ CENTERLINE OF RAILROAD TRACK GAS METER i_nc/D 3-a \ _ GAS LINE IRRIGATION VALVE O C LOT B ELECTRIC METER 00 O 100' RAILROAD RIGHT OF WAY RE-3243 WATER LINE 0 AC—L,%.„...„, PER RAILROAD MAPS ON TELEPHONE PEDESTAL / RECORD AT THE WELD OVERHEAD POWER LINECA X fX COUNTY GIS DEPARTMENT UNDERGROUND TELEPHONE LINE GAS MARKER v J �� I ------A• CI CRS 1" fr \ , IRRIGATION LINE WOOD POST O PIVOT STOPS X I I ��\\�k 5.5' DIRT DITCH �s�-RNRevzJo \ \ POWER POLE TEE POST U V�7 TO BE REMOVED PROPOSED j) GUY WIRE S- DRAIN6GE X I ARA I I �...-... I PROPOSED \ r"1 X �..._...-. FENCE / S7524'44"f 36 12" CMP \ \ , _ ` 35, y Q 82, DIRT ROAD r^ O X - - -- 0' IRRIGATION PIVOT —35'T( I 5 \ ^� TO BE REMOVED l ��"� \ \ PHASE 2 \ , -- / Q O X — — I 978,506 sq ft / ,\ Or� ' , \ \ \ \ H Ln tII 35' 22.463 acres 35' x w \ , \ — — - - S14°35'16"W\ ~ `� ! I -- - \550.00' OO 5 Xtr _ i-- - - - - -- - - 4�>1 5' DIRT �� \ O !/ DITCH i 30' INGRESS/EGRESS EASEMENT -, C dj FOR THE BENEFIT OF LOT B \ Vr — �� REC. Na 3810952 a /I - — — I� — -- - - - - -- — \ I I .60 30 0 60 120 180 ` ..jP I I 40 X 5 LOTH I SCALE IN FEET OWNER. BROCKWAY - -- - - - -- - - Ci I SCALE: 1"=60' GLASS CONTAINER INC \ IND TO \ PROPOSED I AMRE-984 ry1 3l \ - - IRRIGATION UTO BE REMOVED ~ FENCE INX LEGEND CO 1 — — -- I M o o t I I 0 \\35' \\ I I —X—X— FENCE LINE �� V I - -- -- - EASEMENT P. \ \ \ — \ —— — PHASE 2 — — — —— ro I —--- — RIGHT-OF-WAY rOX I 978,506 sq ft I PROPERTY LINE 35' 22.463 acres \ h EXISTING I PROPOSED ACCESS POINT O0. -- - - - -- -- - - - _ 5' DIRT DITCH I I Z^ 1 TO BE REMOVED * PROPOSED AUSTRIAN PINE TREE I \ I - PROPOSED DRAINAGE DIRECTION 70 \ r PROPOSED COVERED PARKING X �� I 40 \ PROPOSED L- J iii \ - - - - -- - - AUSTRIAN PINES I ti, PROPOSED TRAFFIC FLOW p TEMPORARY CONSTRUCTION \ -- - - -- SPACED EVERY 12'-20' ENT BY SEPARATE DOCUMENT I I \ PROPOSED I C 5 I - 3I, It\ \ FENCE N89°40'41 "E 309.71' ZI I w 30' GAS LINE EASEMENT -_I - - - _ _ _- - - - - BY SEPARATE DOCUMENT 4! SPP05ED PROPOSED RV & BOATDIRT DITCH CURVE TABLEFENCEII CURVE LENGTH RADIUS DELTA CHORD CH BEARING - //// -- - - - 4' CONC DITCH Q ^ - _ ! _!_ PROPOSED I I C1 440.53' 11509.19' 2'11'35" 440.51' 574'28'09"E F- - - -- - - - -- \ EEXTGONLY 'Mir I I C2 481.97' 1042.69' 26'29'02" 477.69' 530'13'10"E ri in \ 34 �\ ~ \ (24' WIDE)E) I - - 1 -- I N- - - - -" -- - - - - -- -- t♦ PROPOSED 8' f LANDSCAPING BUFFER -I /// I D - ; X-35'�I 40' I 0' I PROPOSED --I I w 12' PRESCRIPTIVE 40 I PRIVY', I I I IRRIGATION EASEMENT W� Q in _ _ __ _ _ __/ — — — - - -- J o I LOT B NOTE: Tracking control and entire site W W W 00 PROPOSED I N I AMRE-83.3 to be recycled asphalt or road base. I 34' �\ \ DUMP STATION I 0 G' H CD O - - - -- - - -- - - - O WW o w s U / I N 0 *FN #SFa: 5 0 I PROPOSED JX I I 30' RIGHT OF WAYBOOK 4, PAG J 106 < I p PROPOSED CD < in 0 40' I SPIGOT I 30' RIGHT OFE O i_WAY O FENCE I 0 / I�60'� WITH GATE /! ! 1 I BOOK 48, PAGE 25 LyJ (/) N PROPOSED _ _ __ - - - - -- - - - - CUSTOMER- PROPOSED 8' I CC PC 100' PARKING AREA PROPOSED I 12' PRESCRIPTIVE _ III. PROPOSED LANDSCAPING- ` EXISTING 12" CMP TRASH ENCLOSURE I N CENTER OF PIVOT ��FENCE 34' IRRIGATION EASEMENT ~ FENCE BUFFER \ TO BE REMOVED I PROPOSED ON PROPERTY LINE I PROPOSED WITH GATE TO BE REMOVED ey 10'X16' OFFICE—I, x —— — — — —— — — — __ — — —— — X I I AUSTRIAN PINES CO DO iI 25 11 I SPACED EVERY 40'-45' 20 20' ! X W ien L _ 1iF - - ' - - ' T — - - - - - - - - - - - r - - - - - - - - - - — cn - fit I - - it 100' - - - - - - —30" CMP -1- it _ _ _ _ PROPOSED PROPOSED SIGN I HYDRANT PROJECT #: t I - - 4' CONC DITCH 20' FUTURE S89°42'53"W 1309.15' EXISTING 4.5' CONC DITCH DIVERSION I 2015402 PROPOSED AUSTRIAN PINES RIGHT OF WAY 30' RIGHT OF WAY A PORTION TO BE REMOVED STRUCTURE- PER I SPACED EVERY 40'-45' CITY OF GREELEY BOOK 3, PAGE 14 COUNTY ROAD 64.75 _ _ _ _ _ _ _ _ _ z3 PROPOSED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ACCESS POINT — — 30' RIGHT OF WAY or, I (40' WIDE) REC. NO. 3716559 LOT I o I LONG MINOR SUBDIVISION \ \ v 3 O c SHEET 3 OF 4 N 0 DATE: 7/15/15 USE I3YSPECL4L RE VIE IT USRJS-OO36t FILE2015402USR SCALE: NOT TO SCALE For RV & Boat Storage, DRAWN BY: MRG Lot B Amended Recorded Exemption No. 0807-25-1 AMRE-984 CHECKED BY: Situate In The West Half Of The Northeast Quarter Of Section 25, Township 6 North, Range 67 West Of The 6th P.M., CSK County Of Weld, State Of Colorado E 0 O U Ln O 0O aV O CA ctci Chain Link fence CICI 120" Exterior Pro Panel Metal Fence O C Ct ., 96" o I4..I ., 1/��1 Ch ]I!nk Mesh t }� V Top Rail Pro Panel Meta ISheet Sign O t 30" - Wood Rail 2"x4" 72" \ • 60" r � •�--1 72" 1 Ei ct 60" V 15 square feet ) Q) 108" Steel Post 36" N Steel Post 108" ' y.., 'J V S--1 Ca aI ee; I// Q r1 Bottom Wire eel O 1Ilad ad N i — — ,;,, ,:., ,-, -,-, 3:;i 3:; 7 1 ri ,,, ,,,, Y 36" % ) imi fd Vr 36" � F� 43: 4c 4c `.J L` z4" w 0 FENCE DETAIL (NOT TO SCALE) FENCE DETAIL SIGN DETAIL (NOT TO SCALE) (NOT TO SCALE) ,�,_��\ VAT, a a TRASH ENCLOSURE 6' METAL PANEL FENCE 120" / } 40'— 1 oi L CONCRETEEXISTING 24' O EXISTING DITC R30' �� R30' CONCRETE / DITCH R30' KR30' GRAVEL 96 DUMPSTER L .. O �_ E> COUNTY ROAD 23.75 (aka CR 23.S) M ASPHALT Q Q COUNTY ROAD 64 75 1 to w U EMERGENCY EXIT DETAIL N _ w ACCESS DETAIL w CC on ,- SCALE: 1"=60' Q" in W W w 00 60" 60" > et O 0 H. p W o w g (-) Cl- ZCt TRASH ENCLOSURE DETAIL Q o o Z (NOT TO SCALE) 0 I__ O W CNI w N CC m W N N D N PROJECT #: y 2015402 o in „ 4 al O SHEET 4 OF 4 N O USE :17,7 „ ,::::::::,_01:: ::_ ____:: :: V FW o ® 15 -0 _ ® ° �at i w LEGATED IN PART F THE NW4 F TH NN RANGE 67 WEST - F THE 6TH P,N,, WELD COUNTY , COL - RAD Q P W NEDLAN ` �" �' \ S = CTI ❑ N A - A SECTI l\ B - B ��'S ' °°�yLa =; �� ce DETENTION POND PROPOSED SWALE = NTS NTS ® L) te_ -� 45.5' 6.5" an O41 s�i fa L s E `` X5.5° . . 45.5' .447I �S �. ` Q6.. ` _•`-- 8 43.0' 5 w = ! 4 b 8I A y� a3.,3 ��1 [Tl o co `` 4,1 SLOPE 4:1 SLOPE ., 4:1 SLOPE j . > o M 0 Z ` �\ s Pvr } 1�----,2,..,,; :-____ �� -' 4' T❑P ❑F BERM o 0 ce21 SL❑PE 21 SL❑PEII 1 `-»t IN 4743._ ;�__ ELEV 4746.5' DETENTI❑N P❑ND q M "' w ! INV OUI4742.8' . > - ' O to;c pZ -A� ,8 4F 5 __ B❑TT❑M 4743 0 c_ O0 C R 4745 5 WIDE SWALE M w °i wrt5' o� ' ..co\ I SEE DETAILS S9IFET \ �� -.,, Ste^ \ .I\ IN \ \V �._- __ x'4.0 ., /84 - v V _ �. -�- --._ �N�p\�riUtlllillrpry r Olt y, ((jy A 4745 4744 _ 4743_ _ _ - - _ - �� ?�.��/�' I 5 / 45.5 5. — 4 )--- gy��t�.S�... Cy! Oflfdl� ago fltif \` // 455 y 455 {r'y `` //pUH/plliiipNtAtl\lR� 45.3 _ _ / INk 1 1— ! w in ce , f C d i ce__ Found Quarter Corner 51 I �: �� 2.5" Alum. Cap PLS 9644 a ≥ m R w — D}k1 ` found 4 rebar w/ W 3 c.3 Q S • no cap w < = o �. - A v z a 46.0 3.7 /,. \\ Concrete X46.4 X46.© k�� X47.3 x,47.4 s CLASS CDit/Th /LR r O`:PV4 19 � / / Gravel s f / ;g a 1 " Landscaping 465' 46.c \ \\ i END OF Vehicle Tracking Pad PROPOSED SWALE / , Turf Reinforcement Mat (TRM) 3 i J — — �� '�„ j Overhead electrical line w r / --'` ., - i ( I - — Guy wire & Anchor a rn p /'� :, / i > u z " Is Power pole w inLti J � a A w z / � �� Fence a .._47.7 P 47.5 ar4.7."! ,' 8841 /' U j ., /7 Silt Fence �� 4 ,' 49.2 '50.0 i`+ Swale Flowline PROPOSE4'SWALE �` - - - !O ! ! / ' ' ` J r ( , — — ROW — Right—of—way ♦ , : i I / 1 i r u. , .XX,XX' Existing Spot Elevation o a ci- I , u I I. mj 4- XX,XX' Proposed Spot Elevation Z of II 1 L . -1 Waddle I/ Lf - \ ! I OMB n c � t II l'� -,- / �4r agjf. :4 z,� ,, ,_49.2 1 s48.4 a3.5 X49 4 }� 400.3 Culvert 7 �/ �0 �l ti� I'}; .!['r Existing Major H I— C I-- SO I .--11 I I �! Contour Line CD Z ix 3 , y` 1 ` Z D: / ( Existing Minor CCI \1;1 Contour Line Q O_ d5 U I—, , ( /�� Proposed Major \ 1---- Q I Contour Line h —i vNi W ll LD 0e) } , ,_ 7 Proposed Minor CU 3 ! 1% _ I (r,� Contour Line Q Z i 50.51::\CC1 �_.___ — - -_ A — CZ o c Q -- — -- JZ! — 7/ } _ -- Y - -1- �/ _ _- _ __- _ — J }+ — --- — -- --- ------- --- — — - Z --c U -_ 0 CO UNTY ROAD 64 7.5 CT 1 0-1 ~` , LON6MINOR r BDJ171SW2/V \.- "Alp co w 11 O i 21 Scale 1" = 60 OW what's �e��W. a W Callbefore tudiI 1 USE BY SPECIAL REVIEW USR No, 15 -00 1 "1G �� wiN dIs LOCATED IN PART OF THE NW4 OF THE NE4 OF SEC , 25 TOWNSHIP 6 NORTH RANGE 67 WEST OF THE 6TH P.M., WELD C❑UNTY , C LORADO w ea �° W , STORM WATER MANAGEMENT PLAN 0 ` E" V' 7 s, Z \ �_ —. > IX ....-„>---___ \ c0 0 Z \ ai_ o Z o -7- 777:--71773-r-7-\ � `` MUM Lei W�� 463 \_�� LOT B `W� M 1 " � \`� _.\ ------________________„7, RE-12 7 'mil 2 ; � O s I I I z '= ____ _ _ \ � � -- ' _ `�� oa�n�tmm�nenauiyyyi I I 3 04� OQ9"6.TA T� ~ � — �� \ \ it N II I, • 43 0 ®v 9'• 6/ I III \\.,, 1 II ii SLD LIEN1A-LION OND:IRLAPART OF � � �, _�, _ �`\ ;U \ \ M.(} !+ �� yip nano , ij INS ALL WADDLES Al'I'OF OE `_`�='�` ^� I SL Os'E ASS-10\ N ".. �_ ��__ ` y//Iiflllll11911 ' \ i I �` ji. Legend: * A VI / `` / y 43 S — = �I 5= -7=-4744'� 4743 _4 4� 0 c � a 5 ` - Ci �\ >f - r .r_'^. 4' -` .'r u:.- A„'.� _ '_ ?4745 - .— :r -.,rrx� :- _',.. :a- _ -;.-` .,ss..;t �z fir'. n. ` Z p } z f Found Quarter Corner �� I .5 45.5 ".5 —C— �,� 450 / �` r ----------- � +45.5 X45.5 �4(� `` 2.5" Alum. Cop PLS 9644 win t ` / 45.8 �`"�`". _ _ f f N \ ; / \ ` Found #4 rebar w/ ce 11 &1R6 i' -- . no cap Concrete Li z W F cav / * L 3 U A > ^ab �'� Gravel W a 2 w I II Landscaping \ f 41 Vehicle Tracking Pads. I a i /' --- N"_ "- ' Turf Reinforcement Mat (TRM) / 45 / I l OWNER:BlO KG( 4Y �4b.4 46.t ^7/ X473 X47.4 i LOKI ` iE - Overhead electrical line �;LASScOIVT1 �T� v� Guy wire & Anchor 3 La -, ff ; -1 1 it Power pole 5 —I 455 I,r4h.5 N N c ce I- 1 Fence Z t7 `� I END OF / 1 i PROPOSED SWALE O Q N 1 0 //,' Silt Fence u z `" i w a F a --` f` ji ji 7 ' Swale Flowline a z N, 770i7 ' a Edge of Road o , r 1 •LxLSII:rr 1E:iEc Ditch Easement �� \ '1' 'i I ! I ROW — Right—of—way d i R( PORI?i}SSt Al.:- j 1 ' i 1 \ �` 47.7 47.5 47.7 PHASE i X10.4 d3.3 ! I I i I I� + \ .XX,XX Existing Spot Elevation ci CU 1k Q 4) XX,XX' Proposed Spot Elevation III i i#. '91/' ` (1(,) t PROPOSEi�SWALE `--�-_ / ( } _ "I f 1i y I G_-__ I Waddle i I� / \ , Q Q. �� it DETAIL) Ii ° , prig Culvert o 10 e / i tl I i i I f / ------,..--- — . --___ 1.v�- `G GaOG00ogagog000000009 k Existing Major U }x I 6o„occo00 0°00000°000000 4 L. 0 O 0 0 0 G O O O O O O ' W v I OGOO00a00JGOG000C0a00000 i l i \\ °tea 000 a oUG o00O000 , , �;j Contour Line L r� I00000400'}0000il000000000. ttt , V 1 ` (.� 1 , - ;'! a I i Contour Minor Q VD //��'�� /' Contour Line eL 3 I I r• / 1 Vin. n � ~ .� t; �, Proposed Major ,� II I // \l , . Contour Lineii. 3 ' �— —^— I '\ / U i— GvT 3 Proposed Minor , D co ./ '% 50.E r1i�fp> "-�';'%i I Contour Line 49.2 1 48.4 48.5 +49.4 b * Q id \ '\. .7-- -.,„ / I\ t ? i CU N TRACKING FIT �I i4 / �— cti 3 La \ I (SEE DETAIL) V ti' Z ---_, J��a �iS\ i /f W (� w N / GOOQo00o --- ` +�I� I D i. ooaa00000 _ d a00000000 a ac0000 cd �� i I O S1/4 0 �/ _ 00000 oa I i .d? 6°00000000 - //' 0000000000 000000000 �55�—�..--"= � — — _ , ._ — _ ---.__�— — — 'i v ' £ r_'OA -/ / aooa000 _ _..4 . f �, 50.5 °a o 0°000000 — a ! _._ 1..--.,, - i _- -. a.�_ - - _ -. _ ( '. -- - - =-!rte - — -- '0, - } �, "- a. -.-.�^"c� - _� a - r�� m- 2 Y-_ -= �.-.. -.-.� -�,,._----=- — - - M _ 1 I 71 771/4- ... . _... .. __... _ _.. _ �3��,�� __. __.. _::: 1. ��_._. - rte`-' -' 0_ - - - LzD ₹NTY O AD -Z - - ii O GOUN1 Y ROAD 6475 LOT 1 t° Scale 1" = 60' zr� r MINOR �� OW W111 'S uuuvv. a w ~; cn in Call lane i u di �. N I J USE BY SPECIAL REVIEW USR No. 15 -00 r �Gk 4,4, Go W MINN LOCATED IN PART OF THE NW4 OF THE NE4 OF SEC. 25, TOWNSHIP 6 NORTH , RANGE 67 WEST OF THE 6TH P. M WELD COUNTY, COLORADO 1+17.1*- � � Q sp W STORMWATER MANAGEMENT PLAN DETAILS _I < H _ to t 0 �y�C � JF- Z STORMWATER MANAGEMENT PLAN (SWMP) 47 -4 coy- STANDARD SWMP EROSION AND SEDIMATE CONTROL NOTES (� te P R E F 0 R M A N C E NOTES THIS STORMWATER MANAGEMENT PLAN IS TO BE RETAINED AND MAINTAINED ONSITE INCLUDING FINAL LANDSCAPING PLANS AND ANY OTHER EROSION �jD CONTROL DOCUMENTATION. A SWMP ADMINISTRATOR WILL BE DESIGNATED BY THE CONTRACTOR AND IS RESPONSIBLE FOR DEVELOPING, CI N B M P MAINTENANCE NOTES IMPLEMENTING,MAINTAINING,AND REVISING THIS SWMP. THE SWMP ADMINISTRATOR IS THE CONTACT FOR ALL SWMP-RELATED ISSUES AND IS 111rrr,,,�� es 1.Temporary erosion control facilities and/or permanent facilities intended to control erosion of an earth disturbance operation shall be installed before any earth RESPONSIBLE FOR ITS ACCURACY,COMPLETENESS.AND IMPLEMENTATION.THE FOLLOWING HAS BEEN DESIGNATED AS THE SWMP ADMINISTRATOR FOR �1 ` ; Z disturbance operations take place. THIS PROJECT: y '% O C N 1.It is anticipated that the BMPs implemented at the site will have to be modified to adapt to changing conditions or to ensure that potential pollutants are being properly managed at the site.When BMPs are modified,the SWMP must be modified �y c to 2.Earth disturbances shall be conducted in such a manner so as to effectively reduce accelerated soil erosion and resulting sedimentation. to accurately reflect the actual field conditions. NAME: [[`lj ^ O apcki CONTACT INFO: l:46l I - 0 0 3.Persons engaged in earth disturbances shall design,implement,and maintain acceptable soil erosion and sedimentation control measures,in conformance with the 2.The Owner/Contractor shall continuously maintain all silt fencing so that it functions properly during construction and work suspensions.All silt fencing shall be removed by the Contractor upon substantial permanent stabilization unless >5 v M 0 erosion control technical standards adopted by Weld County. otherwise directed by authorized Weld County personnel. THE SITE IS LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,TOWNSHIP 6 NORTH OF THE 6TH P.M.IN WELD COUNTY, Q o O Z COLORADO. THE PROPOSED PROJECT CONSISTS OF UTILITY SERVICE CONNECTIONS,OVERLOT GRADING, ENTRANCE DRIVES AND UTILITY too ER 4.Earth disturbances shall be designed,constructed and completed in such a manner so that the exposed area of any disturbed land shall be limited to the shortest possible 3.All inlet/outlet protections will be checked for maintenance and failure.Sediment shall be removed and properly disposed of once it has accumulated to half the design of the trap. INFRASTRUCTURE CONSTRUCTION IN WELD COUNTY. THE TOTAL SITE AREA IS 22.463 ACRES.NO AREAS GREATER THAN 40 ACRES SHALL BE DISTURBED AT W t j o to w period of time. ANY GIVEN TIME. NO CONSTRUCTION ACTIVITIES SHALL OCCUR OFFSITE OR OUTSIDE OF THE CONSTRUCTION LIMITS SHOWN ON THE CONSTRUCTION •1i q M "el W 4.The Owner/Contractor shall be responsible for maintaining the Vehicle Tracking Control during the entire time that it is in use in the project.The Vehicle Tracking Control shall be removed at the completion of this project unless otherwise DOCUMENTS. THE SEQUENCE OF CONSTRUCTION STARTS IS AS FOLLOWS: y ^ Z 5.Sediment caused by accelerated soil erosion shall be removed from runoff water before it leaves the site of the earth disturbance. directed by authorized Weld County personnel. 1.� 0 O^ 0 PHASE 1 ESTIMATED ACTUAL PHASE 2 ESTIMATED ACTUAL , p� to t,,t 0 Z 6.Any temporary or permanent facility designed and constructed for the conveyance of water around,through,or from the earth disturbance area shall be designed to limit 5.All spills shall be cleaned up immediately after discovery,or contained until appropriate cleanup methods can be employed.Manufacture's recommended methods for spill cleanup shall be followed,along with proper disposal methods. CONSTRUCTION START MO_YR CONSTRUCTION START MO_;YR Nlj �J the water flow to a non-erosive velocity. ROAD AND OVERLOT GRADING M0 .YR ROAD AND OVERLOT GRADING MO •YR *3/411•• sillfr 6.Each concrete truck operator shall be aware of the designated Concrete Washout Area. UTILITY CONSTRUCTION MO_YR UTILITY CONSTRUCTION MO ,YR 7.Temporary soil erosion and sediment control facilities shall be removed and earth disturbance areas graded and stabilized with permanent soil erosion control measures, DRIVE SURFACE M0 .YR DRIVE SURFACE MO ,YR 1 pursuant to standards 7.The Owner/Contractor shall check the capacity for all concrete washout areas.Waste materials must be removed by the contractor and legally disposed of when accumulations amount to two-thirds of the wet storage capacity of the structure. SITE RESTORATION MO_,YR SITE RESTORATION MO•YR ��ountllilaptl/q0��6 and regulations prescribed in accordance p with the provisions of the"Stormwater Quality Control Criteria"and in accordance with the permanent erosion control features 8.All concrete washout areas shall be clearly marked.The Concrete Washout Containment Detail will include orange plastic construction fencing or sign posted with the words"Concrete Washout". THE EXISTING SITE CONSISTS OF GRASS AND ALFALFA TYPICAL FARM LAND MATERIALS). Syr REG/�tuepyzjshown on the soil stabilization lama roved b Weld Coun g equivalent around the washout structwe and a ( )P PP Y tS'� 9.The Concrete Washout Area shall be repaired and/or enlarged as necessary to maintain ca aci for wasted concrete. BEST MANAGEMENT PRACTICES FOR STORMWATER MANAGEMENT8.Permanent erosion and sediment control measures for slopes,channels,ditches,or any disturbed land area shall be completed within fourteen(14)calendar days alter P n' NON STRUCTURAL BAPS WILL BE IMPLEMENTED TO THE MAXIMUM EXTENT POSSIBLE. THE UTILIZATION OF NON STRUCTURAL BMPS WILL BE AN ONGOING final grading or the final earth disturbance has been completed.When it is not possible to permanently stabilize a disturbed area after an earth disturbance has beencompleted or where significant earth d sturbance activity ceases,temporary soil erosion control measures chap be implemented within fourteen(14)calendar days. 10.At the end of Construction,all concrete shall be removed from the site and legally disposed of at an approved waste site. PROCESS DIRECTED AT PREVENTING EROSION. THE NON STRUCTURAL BMPS WILL RECEIE CONTINUOUS EMPHASIS THROUGHOUT CONSTRUCTION 267 rtBECAUSE THEY AVERT PROBLEMS BEFORE THEY OCCUR AND REDUCE THE NEED FOR STRUCTURAL BMPS.NON STRUCTURAL BMPS WILL CONSIST -Temporary erosion control measures shall be maintained until permanent soil erosion measures are implemented. � O•11. Sediment basins shall be installed before any land disturbance takes place in the drainage area.The area under the embankment shall be cleared,grubbed,and stripped of all vegetation and root mat.Sediment shall be removed when it has PRIMARILY OF PRESERVATION OF EXISTNG MATURE EGETATION AND TREES,PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES AIMED AT .�o r— accumulated to one half of the wet storage volume of the basin and disposed of at an approved local on as directed by authorized Weld County personnel. ACHIEVING THE GOAL OF MINI RING EROSION.FURTHERMORE,CONSTRUCTION PERSONNEL,WILL BE INSTRUCTED AND SUPERVISED IN CONSTRUCTION ��ipttstONNI }t?vo`c 9.Any areas that are to remain in an interim state for more than thirty(30)days shall also be seeded.All temporary erosion measures and BMPs shall be maintained until METHODS CONSISTENT WITH EROSION PREVENTION PRACTICES. permanent erosion control measures are implemented. 12.All sediment shall be removed upon initial acceptance from temporary sediment basins and storm sewer facilities,i.e.,pipes,outlets and inlets.This sediment shall not be flushed off-site,but shall be captured on-site and disposed of at an al 10.Final stabilization is reached when all soil disturbing activities at the site have been completed,and uniform vegetative cover has been established with a density of at approved location as directed by authorized Weld County personnel. PLANNED STRUCTURAL BMPS FOR EROSION AND SEDIMENT CONTROL ARE SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN. IMPLEMENTING least seventy percent(70%) of pre-disturbance levels or equivalent permanent,physical erosion reduction methods has been employed THESE MEASURES SHOULD MINIMIZE NUISANCE SILT AND SEDIMENTATION EXITING THE SITE AND PREVENT CLOGGING EXISTING STORM SEWERS AND l IN STREET GUTTERS. / 11.Records of spills,leaks,or overflows that result in the discharge of pollutants must be documented and maintained.Some spills may need to be reported to the Division APPLICATION OF THESE BMPS FOR STORMWATER MANAGEMENT ARE FOR CONSTRUCTION PERIODS AND ARE CONSIDERED TEMPORARY. O O immediately:specifically,a release of any chemical,oil,petroleum product,sewage,etc.,which may enter Waters of the State,must be reported.More guidance is Z le) POST-DEVELOPMENT STORMWATER MANAGEMENT IS PROVIDED THROUGH VEGETATED LANDSCAPED AREAS,GRASSED SWALES AND RIPRAP PROTECTION. available on the web at www.cdphe.stote.co.us/emp/spi1Isandreleased.htm<http://www.cdphesfate.co.us/emp/spillsandreleased.htmv .The Division's toll free 24-hour H environmental emergency spill reporting line is 1 (877)518-5608.Also immediately call Weld County at 970 304 6496 and the Weld County Public Health and W in Environment Department at 970 304-6496. VEHICLE TRACKING CONTROL(VTC): P A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED AT WELD COUNTY ROAD 24.75 AND WELD COUNTY ROAD 64.75. THE CONSTRUCTION ACCESS 1 3 O CONCRETE WASHOUT FACILITY AND PARKING WILL BE GRADED AND COVERED WITH A CRUSHED STONE BASE COURSE DURING CONSTRUCTION. THE VEHICLE TRACKING CONTROL WILL 3 M a N BE RELOCATED WITH THE CONSTRUCTION ACCESS AS NECESSARY. SILT FENCING(SF): m m in m SILT FENCING SHALL BE INSTALLED WITH RESPECT TO PROPOSED DRAINAGE PATTERNS.SILT FENCE SHALL BE CONSTRUCTED ALONG THE PORTIONS OF THE >' EAST SIDE OF THE TANK SITE AND ALONG ANY DRAINAGE AREAS SUBJECT TO EROSION.THE FENCE SHALL BE INSTALLED AT THE DOWNHILL SIDE OF THE Z co W - N EXISTING SLOPES ACROSS THE SITE AND AT ALL POINT DISCHARGE AREAS WHETHER SHOWN OR NOT,SILT FENCE SHALL BE MAINTAINED AS NEEDED Z Z SC <0 _____CL._ THROUGHOUT THE CONSTRUCTION PROCESS. THE TEMPORARY SILT FENCE WILL REMAIN UNTIL THE STORM SEWER STRUCTURES ARE COMPLETED AND N q w o GROUND COVER IS EFFECTIVE. 0 CC 2 o U Z OUTLET PROTECTION(OP): 14148* so/ ST\ THE STORM SEWER OUTLETS WILL BE PROTECTED WITH RIPRAP. PLACING RIPRAP AT PIPE OUTFACES REDUCES EXIT VRLOC111ES AND REDUCES SCOUR z THIS RIPRAP WILL BE LEFT IN PLACE AS PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN. EXCAVATED /, AREA 7��\//� EXCAVATED 04 Nm /\� /. GERLOTGRADING: a. \/ AREA \ ALL OPEN AREAS WILL BE TREATED WITHIN 14 DAYS OF COMPLETION OF THE OVERLOT GRADING. ALL OVERLOT GRADING IN THE NON-IRRIGATED AREAS Q z c/1„/"//::/"'x\vxk'A\f / WILL HAVE THE SURFACE ROUGHENED AND WILL BE PERMANENTLY LANDSCAPED OR TEMPORARILY SEEDED UNTIL THE PLANNED INSTALLATIONS ARE A ` - ` A 5' MIN 1 COMPLETED. AT THE COMPLETION OF THE MASS GRADING,ALL EXPOSED SOIL AREAS WILL HAVE THE SURFACE ROUGHENED AND PLANTED WITH A SECTION A-AXXX REVEGETATION SEED MIX. VEGETATION IS TO BE LANDSCAPED. ALTERNATELY ROUGH-CUT DRIEWWAYYS OR ROPOSED PAVED THROUGHOUT CONSTRUCTION AREAS CAN BE COVERED WITH A LAYER R OF AGGREGATE,ROAD AREAS ARE BAA PERMANENTLY R ASPHALT PAVING. DUST CONTROL MEASURES: a r s DISTURBED AREAS NOT YET READY TO BE SEEDED,LANDSCAPES,PAVED,OR OTHERWISE STABILIZED SHALL BE WATERED,OR RIPPED AS NECESSARY TO `y /\ // 5 V PRECULDE VISIBLE DUST EMISSIONS. J .� ,� ,u ,� • • i _ \/\ �1 EXCAVATED \\ N \\ • " -y'l�i• AREA •/ ITEMS ARE SCHEDULED TO BE IMPLEMENTED ACCORDING TO THE CONSTRUCTION SCHEDULE. AS WORK PROCEEDS,IMPLEMENTATION OF INDIVIDUAL N o Cle 1- \ . BMPS IS TO COINCIDE WITH THE CONSTRUCTION THEREBY MINIMIZING THE EXPOSURE OF UNPROTECTED AREAS, THE SILT FENCE,INLET PROTECTION(FOR Z _ to M / / / %\�//,i� EXISTING INLETS),AND GRAVELING OF THE CONSTRUCTION ENTRANCE WILL BE PERFORMED WHEN THE GRADING BEGINS. THE INLET PROTECTION WILL BE 0 a. w O INSTALLED AS{l��lX�tlX� •`�XlL�lx�li� /c\//.\//.�//./i. SEWER OUTFALLS OR — (" ZIP CO \/ 5' MIN / CULVERTS ARE THE THE STRUCTURAL BMPS THAT DO NOT BECOME PART OF STORM SEWER STRUCTURES ARE CONSTRUCTED. THE RIPRAP F THE PERMANENT STORMWATER MANATION WILL BE INSTALLED AS THE GEMENT PLAN ARE TO BE w ta w t- PLAN VIEW REMOVED,AS THE PAVING,LANDSCAPING,AND OTHER PERMANENT GROUNDCOVER INSTALLATIONS ARE COMPLETED. FUGITIVE DUST EMISSIONS re 0 ta Z SECTION B-B RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE CONTROL TECHNOLOGY AS DEFINED BY THE g COLORADO DEPARTMENT OF HEALTH AT THE TIME OF GRADING. THE GRAVELING IS TO BE MAINTAINED AND EXTENDED CONSTRUCTION PROGRESSES O ESPECLALLY AROUND THE BUILDING SITE.THE STRUCTURAL BMPS ARE TO BE REMOVED,AS THE PERMANENT LANDSCAPING INSTALLATIONS ARE a COMPLETED. VEHICLE TRACKING CONTROL DETAIL THE EROSION AND SEDIMENT CONTROL PLAN MAYBE MODIFIED BY THE DEPARTMENT OF HIGHWAYS AND TRANSPORTATION,OWNER'S INGINEER,COUNTY ENGINEERING INSPECTORS,MUNICIPALITY,OR ITS AUTHORIZED REPRESENTATIVE AS FIELD CONDITIONS WARRANT. to Lo 50'-0" MN WIDTH ,VARIES STORMWATER DETENTION AND WATER QUALTIY: ,DSTORMWATER DETENTION IS NOT PROVIDED AS PART OF THIS PROJECT. 0 LENGTH 40 I AS REQUIRED O TEMPORARY SEEDING AND MULCHING: p ALL SEEDS FURNISHED SHALL BE FREE FROM NOXIOUS SEEDS SUCH AS RUSSIAN OR CANADIAN THISTLE,COURSE FESCUE,EUROPEAN BINDWEED,JOHNSON Sh Z N GRASS,KNAPWEED,AND LEAFY SPURGE. THE FORMULA USED FOR DETERMINING THE QUALITY OF PURE LIVE SEED(PLS)SHALL BE(POUNDS OF SEED)X (PURITY)X (GERMINATION)••POUNDS OF PURE LIE SEED(PIS). SEEDING RECOMMENDATIONS ARE PROVIDED BELOW,BUT MAY BE MODIFIED WITH THE �� 1. .tr P OWNER'S APPROVAL TO MAKE THE BEST USE OF EXISTING CLEARINGS AND GRUBBINGS: czke ,�.{. �.4.1.**-44ets0.2" 1: �0( • . DE < " 0 � • `2�`Ri:�� ,�1tE�45. �.ar'1nti er i M ir:144,1t �iM of► '' MINimr„ SPECIES COMMON NAME Q .2 ?��%/ � 0411:0(0.•� �•�i� S�� K�� AGROPYRONSMITHI •WESTERNWIEATGRASS TY LBS/ACRE RRIS 8.0 CC "'// / %•: ' , _ �' �0, 1 Z i!S'�•4Si � �s ARRHENATHERUM ELATES TALL OATGRASS 3.0 0 t0 r.��j.// !�: � ii *• �� ® LOLIUMPERENNE PERENNIAL RYEGRASS PENNFINE 2.0 O o ✓`�:� � 11 1 ALL SEEDS SHALL BE DRILLED NOT HYDROSEEDED. ALL DISTURBED AREAS SHALL BE SEEDED AND CRIMP MULCHED H PERMANENT VEGETATION IS NOT Win st '' IMMEDIATELY INSTALLED. AFTER SEEDING HAS BEEN COMPLETED,A RATE OF 4,000 LBS.OF STRAW PER ACRE SHALL BE APPLIED UNIFORMLY,CRIMPED IN h 4- WITH A`4- -itN. efr , OWNER'S APPROVAL.VER AR AL.HE SEEDD AREA EQUIPMENT BE CRIMP OR OTHERWISE D RMULCHED AND THE MULCH ATTACHED WITHIN TWIER OR JUTE E TO ATTACH NTY-FOUR OUR(24)HOURS AFTER SEEDING.CH MAY BE USED V D THE Qtr (O o NOTES: I w what's below. AREAS NOT MULCHED AND ATTACHED WITHIN TWENTY-FOUR(24)HOURS AFTER SEEDING MUST BE RESEEDED WITH THE SPECIFIED MIX AT THE -) 1. VEHICLE TRACKING CONTROL PADS SHALL BE INSTALLED AT ALL INGRESS EGRESS POINTS WHERE I I CONTRACTOR'SEXPENSE,PRIORTOMULCHINGANDATTACHING.ONSTEEPSLOPESOROTHERSPECIFIEDARASASSHOWNONTHEPLANTINGPLAN,WHICH ® tz ) to - / Call before U di ARE DIFFICULT TO MULCH AND ATTACH BY CONVENTIONAL METHOD,BURLAP OR OTHER BLANKETING MATERIALS PROPERLY ANCHORED AND SECURED Q ,I-- C) z to VEHICULAR ACCESS TRANSITIONS FROM PAVED SURFACES TO DISTURBED SURFACES. MAY BE USED WHEN APPROVED BY THE TOWN OFNUNNORENGINEER F. V) y D 2. THE VTC PAD SHALL CONSIST OF HARD, 3"-4" ANGULAR, DENSE, AND DURABLE STONE- W ROUNDED STONE, BOULDERS, RECYCLED ASPHALT, AND RECYCLED CONCRETE ARE NOT PERMANENT STABILIZATION MEASURES: O 0_ *y ® co ACCEPTABLE, WITH 1/2"-3/4" FILTER LAYER OF WASHED ANGULAR ROCK. SLOPE AND SWALE PROTECTION RIPRAP FOR STORM DRAIN OUTFACES AND ROCK CHECK DAMS WILL BECOME PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN AND WILL NOT 3. ANY CRACKED OR DAMAGED CURB AND/OR GU TIER SHALL BE REPLACED BY THE CONTRACTOR. BE REMOVED. PERMANENT LANDSCAPING WILL INCLUDE SEEDING AND OTHER VEGETATIECOVER TO OPEN AREAS. NATIVE PERENNIAL SEEDING WILL BE F- 0 tt ESTABLISHED IN NON-IRRIGATED AREAS AND SOD OR OTHER VEGETATIVE COVER WILL BE ESTABLISHED IN IRRIGATED OPEN AREAS. ALL PERMANENT (f) N W NN 4. PAD WILL BE REPAIRED AND REFRESHED AS NEEDED TO MAINTAIN FUNCTION AND INTEGRITY. WATTLE DIAMETER, STABILIZATION MEASURES WILL BE SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER • SEE NOTE 5 SEDIMENT TRAPPING AREA (TYP.) d MATERIALS AND SPILL PREVENTION: V) I-- N W 3/4' x 3/4' WOODEN THE CONTRACTOR WILL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN CONFINED AREAS ON SITE FROM WHICH RUNOFF WILL BE CONTAINED AND V) 0 Z STAKE (TYP.) FILTERED. MATERIALS WILL BE STORED OFF THE GROUND AND PROTECTED FROM THE WEATHER BY A COVER OR STORED IN A CONTAINER SUCH AS A VAN W Wm (SEE NOTE 3> X OR TRAILER. AN EARTHEN DIKE WILL BE CONSTRUCTED AROUND THE PERIMETER OF THE FUEL STORAGE AREA TO PREVENT MATERIALS FROM CONTACT X U w t SILT FENCE INSTALLATION IWITH SURFACE RUNOFF. EQUIPMENT MAINTENANCE WILL BE PERFORMED IN A DESIGNATED AREA AND STANDARD MAINTENANCE PROCEDURES,SUCH AS irrp *' Zrf �!� THE USE OF DRIP PANS,WILL BE USED TO CONTAIN PETROLEUM PRODUCTS.// `/ %<o , v. 51;:: I t STAGGER JOINTS �{ \‘1\S-;\`iSi,.yr/yrQ Q`7Qi�;,; ;:_:i:, (U e) (TYP.) ll O O r r r rr. 7;74 �;:'..;::;: ^ li STAKE AT EACH END INSPECTION AND MAINTENANCE: i, AND 4' MAX. D.C. ALONG THE EROSION CONTROL MEASURES WILL BE INSPECTED DAILY DURING CONSTRUCTION BY THE CONTRACTOR AND AFTER EACH RAIN EVENT. ALL Z t7 " ,,fir.- ENTIRE LENGTH INSPECTIONS SHALL BE DOCUMENTED AND SHALL INCLUDE THE DATE OF INSPECTION.ANY INCIDENCE OF NON-COMPLIANCE,SIGNED CERTIFICATION THAT D a NOTES: "``.•t,:•::,,,, THE SITE IS IN COMPLIANCE,AND ANY NOTES,DRAWINGS,MAPS,ETC.PERTAINING TO REPAIRS.COPIES OF ALL DOCUMENTATION SHALL BE DISTRIBUTED l t y 1. SILT FENCE MUST BE PLACED AWAY FROM TOE OF SLOPE TO ALLOW FOR WATER PONDING. >` z TO MUNICIPALITIES AND OWNER ON A REGULAR BASIS AS SPECIFIED BY OWNER. SILT FENCE AND STRAW BALE BARRIERS WILL BE CHECKED FOR ` ost 2. SILT FENCE MAY BE USED ALONG PERIMETERS SO LONG AS SLOPES DO NOT EXCEED 5% IF r PLAN VIEW UNDERMINING AND BYPASS AND REPAIRED OR EXPANDED AS NEEDED. SEDIMENT SHOULD BE REMOVED FROM INLET FILTERS AND SILT FENCING BEFORE SLOPE IS GREATER THAN 5%, THEN SILT FENCE MAY BE INSTALLED ALONG THE CONTOUR OR A ELEVATION VIEW Li ONE HALF OF THE DESIGN DEPTH HAS BEEN FILLED. SEDIMENTS DEPOSITED IN THE PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY. THE DIVERSION DIKE MAY BE REQUIRED. v l N O TES: TEMPORARY VEGETATION OF BARE SOILS WILL BE CHECKED REGULARLY AND AREAS WHERE IT IS LOST OR DAMAGED WILL BE RESEEDED. AT MINIMUM 3. ANCHOR TRENCH SHALL BE EXCAVATED WITH TRENCHER, OR WITH SILT FENCE INSTALLATION w 1. INSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS EVERY 14 DAYS AND AFTER SIGNIFICANT PRECIPITATION OR SNOWMELT EVENTS. 4" MACHINE: NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. TRENCH SHALL BE COMPACTED Z OR EXTENT OF SWALE. INSTALLATIONS AND MODIFICATIONS AS REQUIRED BY THE TOWN OF NUNN OR ENGINEER,WILL BE IMPLEMENTED WITHIN 48 HOURS OF NOTIFICATION. FLOW MI N " " v CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED AND 0 BY HAND WITH JUMPING JACK , OR BY WHEEL ROILING. COMPACTION SHALL BE SUCH THAT Z 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY ACCEPTED BY OWNER AND MUNICIPALITY. z SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. WATTI F SPACING I AFTER A RUNOFF PRODUCING RAINFALL TO ENSURE THEY REMAIN a . SILT FENCE INDICATED ON PLAN SHALL BE INSTALLED PRIOR TO ANY LAND-DISTRUBING (SEE TABLE) W THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL FINAL STABILIZATION AND LONG-TERM STORMWATER QUALITY: Z O L ACTIVITIES UNLESS NOTED OTHERWISE. WATTLE SPACING TABLE 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. FINAL STABILIZATION IS REACHED WHEN ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED,AND LTNIFORM VEGETATIVE COVER HAS z z 5. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM BEEN ESTABLISHED WITH A DENSITY OF AT LEAST 10%OR PRE-DISTURBANCE LEVELS OR EQUIVALENT PERMANENT,PHYSICAL EROSION REDUCTION N SEDIMENT REACHES A DEPTH OF 6-INCHES. SLOPE TYPE MAXIMUM SPACING 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT METHODS HAVE BEEN EMPLOYED. FINAL STABILIZATION WILL BE ACHIEVED USING SOD,NATIVE SEEDING,PERMANENT BMP'S,AND OTHER METHODS. t- to ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL STABILIZATION REGARDLESS OF ACCEPTANCE BY OWNER OF THE CONTRACTOR ITEM. Ca ...Jw ALL SWALES 100 FEET OVERLAPPING THE ENDS. 0 2 11" MIN OF SILT FENCE 4:1 SLOPE OR > 40 FEET 5. WATTLES TO BE 9" MIN DIAMETER FOR SLOPES, 12" MIN to to GEOTEXIILE TO BE BURIED DIAMETER FOR SWALES. , ` USE By SPECIAL REVIEW USR No . 15 -0®_ , �¢,NG_ 6�, LOCATED IN PART OF THE NW4 OF THE NE4 OF SEC. 25 , TOWNSHIP 6 NORTH , RANGE 67 WEST OF THE 6TH P. M . , WELD COUNTY, COLORADO * Q �° cc LJJ GRADING & DRAINAGE DETAILS r� = v Z D V Cn 100 YR. WATER 46.50' Z SURFACE ELEVATION 1.0' F.B. 1 ►a O� DETENTION POND BERM POND OUTLET STRUCTURE O C 21'-5" SEE DETAIL THIS SHEET > p M V' 1w^ --5'.0^� EXISTING 6-1 a 0p I Z DRAINAGE d ,^\.1 -C 0 O CC` SWALE EL=42.8' UJ W MUM W TOP OF WALL 1-0" /'OP OF WALL L43.2O EL..46.50 1 / EL.®4746.50 N Z i WEIR EL. 4550 - FL 42.82 Llc' -ri, ® p (� 4.a 8" CMP OUTLET PIPE •• •• ,fir!`) p�( NT Lai Cr) Z TOP Or G..F2 II 38.0 15 0 1.O0X FL 42.80' � . V W -- -- --- 3.03' % 4, 10" IIN 1 BOTTOM OF WALL / SECTION A-A ELE.=41.67' ' l A T•'y' .F OIJTLETPIPEPROFILES �av�� t m r---®�9. PIPE a/ a"a SCALE: N.T.S. e r g • j I •,P-7"I I a 'map . r ° j7 $ _. G a'_lo^ t'o'te' •.... .. ...•'G , y��rsr®mlmalle�.�"� NOTES: REBAR DETAIL f 1 1. THE REBAR PLACED WITHIN THIS CONCRETE STRUCTURE IS FOR DURABIUTY PURPOSES ONLY. THESE ELEMENTS ARE NOT STRUCTURAL CONCRETE ELEMENTS AND REQUIRE NO INSPECTION. C) O it 2. AU. REBAR IS No. 4 REBAR. Z 2. INSTALL VERTICAL No. 4 REBAR 6' ON CENTER I— ; W In - ~ o 3 w N M C >: m in POND WEIR DETAIL w Q N taI Z Z 1 SCALE: N.T.S. EA a w ® o 'SS Ci 0 U Z '-� , Z ( 7 ' \'' h f! .THICKNESS T=1.75 X Die i 7`. .J A 16.0 r I _ /' _ w 1 r----_ \�l __-` > J ) ti �' 7 < i, y OC W I- L ./ z ° N NOTES: 6 .° w co 1. THE REBAR PLACED WITHIN THIS CONCRETE STRUCTURE IS FOR DURABILITY PURPOSES ONLY, // j // //i / .' /� ///7 ' / /'/ /7 / / -// i / j 0 Z M THESE ELEMENTS ARE NOT STRUCTURAL CONCRETE ELEMENTS AND REQUIRE NO INSPECTION. • f f// / 'l� ! /' .' /NATIVE SOIL , ' / = /f r e" ///,/,' // ' w m F J 2. ALL REBAR IS No. 4 REBAR. 12" BY 12" GRID ON VERTICAL AND HORIZONTAL FACES, / '',! ' ,f ; / �' �` f /• i/ ,� / •,; ' //'� /,'�! r '� d' J z WITH 3" SIDE CLEARANCE. / - �,�%' i' ' ",' 0- — La- 0 UNDERLAYMENT UNDERLAYMENT c> MIRAFI 140 N EQUIVALENT INSTALL PER INSTALLATION g.. OR BETTER (SEE DATA SHE GUIDE LINES (ATTACHED IN TOP OF BOX IN DRAINAGE REPORT) DRAINAGE REPORT) ELEV.=4745.20' TABLE HS-9 MEDIAN (i.e., D„) SIZE OF DISTRICT'S RIPRAP 0 in in INSTALL 18 DIPPED RESTRICCTOER PLATE RIPRAP TYPE D„ -MEDIAN ROCK SIZE (INCHES) THICKNESS I = 1.75 No (INCHES) - p 10'H a to^w *L 9 15.75 Z N PIPE - INVERT IN — EL.=4743.20' - Q —_--- V) SLAB TYPE "L"RIPRAP DETAIL 'Cr a EL.=4742.7P 14" J LO 8" SCALE: N.T.S. I- 00 6, BASE BASE EL.=4742.04' EL.=4742.04' ® W .� Q 't 0 r PIPE WIDTH r-FINISHED GRADE w E Bc I // irir=ll=ii_i Q 0 O Z CD =ii -u- BACKFILL TO BECC 4.2' iiu-EiT n=3=ti= —COMPACTED AS PER Z VI ? MINIMUM COVER OVER PIPE: MAXIMUM TRENCH WIDTH 1=i STREET CONSTRUCTION 16"-48" DIA. = 1.0 FEET AT 1 ABOVE PIPE MANUAL S-30. — Z 1.8' 0.7 1.8 - - I 54"-72" DIA. - 1.5 FEETco TOP OF BOX fir- �'41 r .1-Q n' 0.`j 0 (- OVER 72" DIA. = 2.0 FEETEX ELEV.=4745.20 7,,'+' a � rd� �" MEASURED FROM BOTTOM OF -c �t x t F..,„�.. MINIMUM 1'-0' OF ASPHALT OR TOP OF . .- -e' 40 ._ `A�y BEDDING OVER PIPE Ln INST L 18 GAUGE I ALVANI>Fn CONCRETE PAVEMENT Y... - 4i ® V) ® N DPP RESTRICTOR PLATE .� .i L, " l _y.{ (� (� L) 10"H x 10"w ��; .-COMPACTION EQUIPMENT N W SHOULD NOT BE USED � „ " • �. AROUND FLEXIBLE PIPE \ N' " �/ PIPE , UNTIL SELECT BEDDING I— N W —1 O " SPRING LJNE^ �"`? + ?— IS 12°' OVER THE TOP (n Z e- �c� . OF THE PIPE. BEDDING SHALL BE CDOH NO. 67 " -5-'" 's° `3 `-'� W J 1.0 PIPE INVERT IN AGGREGATE PLACE AND } -2 ' '' ,�-, B�zCHING Z U ' EL.=4743.20' CONSOLIDATE EVENLY ON BOTH -,,,., r ,.� a ® �i SIDES OF THE PIPE. CONSOLIDATE 1 INV--EERTI 0, UNDER THE LOWER HAUNCH WITH ' =' —D 'Q O O SHOVEL SLICING AND TAMPING. rr _�`" ' V t1 , BEDDING D: W >- C_� 0 0 •_ 0 �j c, �'0 Ci 6" FOR 18"-60" C 7 Z O GEOTEXTILE MATERIAL C� c�� I IF FOUNDATION IS REQUIRED `-` '� ` ' J 8' FOR > 60" VARIES 1 O d FOUNDATION BASE NOTE: PEA GRAVEL OR 3/8—INCH MINIMUM TRENCH WIDTH (IF REQUIRED ` a ` EL.=4742.04' MINUS SQUEEGEE ARE NOT w = Bc + 36" 1-1/2" CRUSHED ROCK) 118ST.ALL 18 GAUGE STAINLESS ALLOWED FOR BEDDING NOTE: FOR TRENCH BACKFTLL GUIDELINE TO BE DETERMINED BY OTHERS -STEEL WAFER RESISTANT BOLT SPECIFICATIONS SEE DETAIL NO. S-30 IN CONCRETE STRUCTURE ITYP.I BEDDING DETAIL FOR: IN THE CITY OF GREELEY DESIGN \\ /\/ / --4*-----. // \ /\ CRITERIA CONSTRUCTION SPECIFICATIONS ` /\ , \ /\ `\/ CMP—CORRUGATED METAL PIPE MANUAL VOLUME 1 — STREETS --i- .2,\,\„\s„..„.„,„_,,,,,,\\\„_,,,,,\ \„%/\�� COMPACTED COMPACT SUBGRADE CLASS 6 ROAD BASE c0 REEFER TO SOILS REPORT NOTES: RECYCLED ASPHALT AREA a o 1) NO WARRANTEE IMPLIED ON GRAVEL SURFACE CONSTRUCTION. Z 00 POND OUTFLOWS.IRUCTURE J W BEDDINGDETAIL FOR: RECYCLED ASPHALT DRIVELANES, a w & WATER QUALITY CAPTURE VOLUME RELEASE PLATE CMP CORRUGATED METAL PIPE STORAGE&PARKING AREAS to x (SEE COVER SHEET FOR ELEVATION DATUM) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ` J Hello