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LEGEND �! )I EXISTING R60' 15" CMP CULVERT — — — — — — _ Ia ,_ g W/ FLARED END SECTIONS 4) 16' CATTLE GUARD I c3 EDGE OF GRAVEL 0) L=100' 9 /// , r Lo T POLE W/ 100' X 30' PAVED — EDGE OF BUILDING m O C 1 7-CUT—OFF TURF SURFACE EAST OF CATTLE GUARDS — — y_SWALE � I U \ PROPOSED SWALE p N 100.00' CR �$ CR 118g tot I — — — — APPROXIMATE LOCATION OF PROP LINE Cn I I I CORRUGATED METAL PIPE \ \ I I 5. 30.0 ' g :W IDE CONCR • I 'CROSS PAN O ,. . \ 3 ACOrSS PERMIT # AP00407 '303.01 ;. ' ; . . . I 18" CMP CULVERT I W/ FLARED END SECTIONS \ I 3 SITE -71. fj � L=75' LEA FIELD .:. ; 82.73' I I I 0,, 60 3i 00 R60' POWER POLE 2' WIDE CONC VALLEY I I I I PAN ® 0.4% FUTURE BLDG / ` ' . : '. ' 2 FF so 50525 FUTURE BLDG I R100' J I FF • 50525 10' WIDE (J CONCRETE SWALE .'" .. I 3 I BUNKHOUSE I I :.. PR 114 ! ' = � . �- - .—, — . . . — = n : . —. - _ I • I I WATER LINE VICINITY MAP I 4 WIDE PAN CI _ ?+ 31 I O ' O ' OI f d I 90' 1 2.44' I I L N ! I M M CV FUTURE RECYCLING/ SWD FUTURE REC:YCLNG TANG .�� f PUMP BUILDING b I TANK CONTAINMENT CCNTANMENT N _1 Vii' 50625 I I o co AREA FF - 5050 AREA FF - 5051 yr f V I 0 0 115' I I : = f• 54. : - - - - - 0 I 3 R60' 15" CMP ULVERT W/ FLAB END SECTIONS . w or I . I I L=115' I I 0 01 f A CESS PERMIT # AP00407 I I WELL LOCATION GROVER C9 • w Z 18" CMP CULVERT O O O I J I J W/ FLARED END SECTIONS e e e --1 90 , a .. 45.0'0. � ,.. . . . � , i i T ROLE :W/ :.•. .. . ' :: TRAFFIC . : . . . / 0/ , DIRECTION ` ' : 11I1IILfe �.: :. 00 APNL# AD COI ` O • d / / i I O _ r cc 2 ec , ' 160. '_ Q /o��R. • ro 60 ' 8 WIC CONCRETE PANCA , d V Ort- / I II 0.2 cba:SIGN _ . . . , . . . , .. . '. .:. : : . . ... . . . ; . . .. . .. .. : ; . . , dv . ' d :' , . , : . . . I 50 0 25 50 100/ I 4• I • / / 3 I CLASS 6 ROAD il ASF I li - - - - - - - SURFACE TYP . Z WOCV POND S 89'51 '18" W HW EEEV = 5046 - - - - - - - - - - - - - - - - - - 570.5296' - Y I I EXTENT OF WATER QUALITY I EXISTING BARBED POND r w RI §p I a WIRE FENCE x 662' o I I Z 11 3 U R 40 0 20 40 80 160 �R I I m I V _ _ _ 8Le Wz ca 1... Z . sa __CO I wI _ III x N M to W lallal co O S left O Mµ MIS x I Di. ZI EXISTING NATIVE GRASSES TO REMAIN (TYP) I I DRAWN x CHECKED NGL Water Solutions 1)j L C I 10/16/14 SCALE (29 [75/? I ,�-1��'l�� L e c a I e s c r i i o n : Lot E C X 14 — 0 9 5 RR°�E°T " I Part of W 1 / 2 of \ W 1 / 4 Sec 13 , T1 C \ , X61 W I SHEET WCR 95 x WELD COUNTY, COLORADO Cl x x S 89'51 ' 18" W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OF SHEETS x I il LP 01 01 O V J CO LO 0 LEGEND N 89'51 ' 18" E 18" CMP CULVERT 780.0387' C3 EDGE OF GRAVEL �^ 0) O I ll 15" CMP CULVERT O co W/ FLARED END SECTIONS 0 CP EDGE OF BUILDING W/ FLARED END SECTIONS L=75 SLOPE =0. 5% m L= 100' INV IN = 5045. 5 3 N EXISTING CONTOUR 8 N INV OUT = 5045. 1 3 PROPOSED CONTOUR a 50Q pp — — — _ k 5°47. 00 I - PROPOSED SWALE co of APPROXIMATE LOCATION OF PROP LINE 3 RI wit' I II 04�5o OO SWALE 0 . 4% ` S°SO CORRUGATED METAL PIPE • 54946__________,,,5040 - _ ______),_504-1 .°C) ' 504 5 - - - - - - 5049— P N bOs° s (7rlf�• S0 at N 1 . 0 3 I 48;90" .10 p o : 6 � 5 J3. 07 p 505J\ ,2 �O 1. 25< " 5051ST CROSS PAN © 2.0%" 'P 5050 S v 5949. 59 \ / 1 �5 ill Ry,O 0 �0 I 3 �. . e0 Og 5 5 48 �J ' xS Cx x 5052. 0 5050 ° I OS? °O 50��0 SOS . p0 b� I 5049490 : : 3 POWER DOLE leach field WIDE CONC VALLEY I 1 2 PAN CD 0.4%.4 13 FUTURE BLDG I FUTURE BLDG I FF = 5052. 5 FF = 5052. 5 10' WIDE 50150.40 o CONCRETE SWALE I 3 I : I O 0 1 s I I Dc 0(00 505 . : . 3 Opt 505200 °s2' 00 052.00 51 .OG A, T . ' 50150. 40 WATER LINE 2. 00%:I �o�� l S7 x 5052.00 . 40 0 20 40 8 6I SI - - - w . . — 05200x 5050.ix ��o 451 . 25 I 3 —0 1 0 9. 50 . 17 � h1 � Og 5051 . 00 x 5049.30 $OS SO 0 x p x 5C) \,1 g0 3p 1 �5 o S 57. 5 .. S 3 595 ' , 5°52. 4O)(_x2. 1O I 1 8 � '� 4' WI E PAN 0 Op 5050 0 '• 0O 505 Q. ax\ S 1 5052.00 x 5 0. 40 3 � I J III so I ; °s2• ° S°ss 2. 0 % o I N J CV • o M N z pp to o II Lo o t " FUTURE CONTAINMENT SN0 I L' I 3 0 O _ I o Lr> p FF = 5052. 5 0 J © FF = 5050 a b\ L � z 5050. 4 ^ J Ln x 5050. 90 FUTURE CONTAINMENT I o . ,in a 1 3 I C o CONTAINMENT fR o FF = 5051 FF = 5051 . 5 I 0 O U 3 9 18" CMP CULVERT cn S g ¢ u, tc I 15 CMF aLLVERT I g (� W/ FLAR ; END SECTIONS W/ FLARED END SECTIONS I • I O D U g L= 115' I L= 90' SLOPE = . 2% I p 0 S. 51:25 " 5m$0. 40 3047. 0co qt 0 I INV IN = 5044.5 N T _� . 3 • INV OUT =5044• . 3 SO x;10 vAr 52. .. '. : .. . 2. 8 : ." :. L p !! 04�F. 50 x 5050. 80 S� �O 5° 5051 . 90 5051 . 90 KzA sps2p0 .1 - - A 50 . :50 ' :. 70: 5 50. 24 3 V / I° I I O) U / 504'9 '90_ 5049 .50 1 . 3% ,\ 5 • . . . . A 051 .00 U I \ 006. 3. . 1 5% p . � 50 4a d< .a . `d. a. 4 L. r� 1. Sp ��. 4p 0. 00 J � n I 3 I Z d' n d a . .04.049. 31b49:� : I 3 n n. < av ° e < g , . Iad'a I - � � `.5O4H.8.D v .' a • 0 5048. 3 • • . . "e . / I 30 u• - • x *°.., ‘-c-c, 8' WIt CONCRETE PAN d. n , n b .$3, - / cc, I I l ) NI 01 Z i ij Nc� a . „, , , I g a / 77 3 w Li' �j 5149. 50 z 3 �° Sp48 048.75 poi �® / O d 2. 12 I 1 . U/O 1 ,i2 0 � , rn a 'a s . n' n d" ooyy xQ44. 09 5047 O / 3 x 5044. 00 05:u0 - - 045. 7D z ' WQCV POND '' NW ELEV = 5046 CP _ __ WlaiNI S WALE Q 0 . 4 % � - o YI I i 5044 . 1-5 - - - x 5045:00 - - - x (11 N 0 INS S 9 . al o Og \ DRAWN I x I CHECKED I NGL Water Solutions I1j LL C ; , 14 i SCALE £29 6!1t4_DI≥\[G1'JLAz\I Lecal Description : Lot 3 - ECX 14 — ' 995 PROJECT WCR 95 Part of W 1 / 2 of \ W 1 / 4 Sec 13 , T10 \ , X61 W SHEET I WELD COUNTY COLORADO C2 OF SHEETS � ii d % j:j i , a� CO NOTE : ALL DISTURBED AREAS SHALL E V/ m Fl / RE - SEEDED OR COVERED WITH GRAVEL . PERMANENT GIB-CUNLI COVERAGE S - - - - - Th. I g L f R Q U I R E D i 40 0 20 40 80 160 3 ' ■ / so • L AVOW,Men LI KIM • N r • —momenaiail■idi\mlt�il\_1■dm■ Miele e- ` h _ — _ — — _ — • — _ — TI I cut M L ACNNc am ) . . .. . a . GENERAL EROSION CONTROL NOTES r • IV . . . . . . . .' N N . . . .-° • . .. . . CONTRACTOR SHALL INSTALL ALL PERIMETER SEDIMENT AND EROSION CONTROL DEVICES INCLUDING, - . e . . . " : : *O \ \ VEHICLE T BUT NOT UNITED TO, SILT FENCE. INLET PROTECTION, VTC PAD, NHEEL WASHOUT, AND SEDIMENT D� O .. 'O : .. , �:. . . . 9 Minimum Thickness TRACKING BASINS BEFORE COMMENCING ANY LAND CLEARING OR GRADING ACTMTES. THE CONTRACTOR G ys ° . . O . 505.E • • • • 8 WIDE CONCRETE O: ' VL Rip rap (D50 - s I SHALL UNIT ttP5GL STRIPPING OPERATIONS TD NITIIN THE AREAS IN WHICI TIHEY FULL BE X3. O% riir 11 d .: ':: . :. CROSS PAN ® 2.0% :'� 3 to �,es' pia IMMEDIATELY WORKING. THE CONSTRUCTION OF UNDERGROUND UTIUTES SHALL BE INCLUDED • • • • • • • • • MM AS A LAND DISTURBING ACTIVITY. ALL EXCAVATED MATERIAL MALL BE PLACED NNERE SEDIMENT FULL 5050 __ ' . . (, .... °`RJd ERODE BACK INTO THE 1BEEIICH. ALL TRENCHES SHALL BE BACKFlLLID BY TIE END aF THE DA WORK; BACKFlLL SHALL SEPERMANENT-Y STABLIZED BffORE CONSTRUCTION IS CONSIDERED i T:p O I 4 COMPLETE O� \ - \ ALL OISNRBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STABILIZED AS DEFINED IN r \ . i '/V 0/, THE URBAN DRAINAGE FLOOD CONTROL DISTRICT (UDFCD), VOLUME 3, COId5TRUCTON BEST \ I YTS' //// MANAGEMENT PRACTICES, BECTON 3.0 *EROSION CONTROL'. ALL DISTURBED SOILS AND SOIL • 0 SIwAYILEB SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDITION AT DILL TOES • � � \' Non-Woven GEON71iE Fiber Cloth t,\* DURING CONSTRUCTOR ACTIVITIES TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ■ r 1 I ACTIVITIES WILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPAGTS ADJACENT wen 5o5 PROPERTIES, AS DETERMINED BY CITY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (Sim SDDC MANUAL SECTION 14 FOR SEEDING SPECIFICATIONS) SOIL STARIUZATON SHALL BE REQUIRED I r *O r/4 I WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED. IF DISTURBED WAS OR STOCKPILES ARE NOT °\ ' I ' BROUGHT TO FINAL GRADE MIHIN 30 DAYS FOLLOWING THE INITIAL DISTURBANCE. OR r I YR PAD RP RM TO OE frlasD O' mini AFTER RAW rq RE-DISTURBANCE, TEMPORARY STABIUZATON MEASURES SHALL BE REQUIRED. NO SOIL STOCKPILE J r P o WE L Eleach a ch field e I d 2. FUME ROADS TO BE CLEANED OF DEBRIS AT THE END OF c > 2 ' WIDE CONC VALLEY II SHALL EXCEED TEN 10 FEET IN HEIGHT. ALL SOIL STOCKPILE SIDE SLOPES SHALL NOT EXCEED A I • , I I EACH DAn WORK OR MIER RAIN EWNTs As TREND. SLOPE Of 4V:1H. oy PAN 0 , 4% T. lilt PAD TO BE DftREATT TO INSURE USE BY CONSTRUCTION TRAFFIC AU. STORM SEWER INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER. ` r 4. 2/o 3 r(� HAY BALES ARE NOT RECOGNIZED BY THE CITY OF GREELEY AS AN ACCEPTABLE FORM OF EROSION CONTROL. . ... INSPECTION OF ALL EROSION AND SEDIMENT CCINTROL BOP'S SHALL BE REQUIRED AT THE END OF I EACH DAYS WORK. WITH NECESSARY MAINTENANCE AND REPAIRS PROVIDED IMMEDIATELY. THE CITY r I OF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION. REQUIRE ANY EROSION CONTROL DEVICES BE I K O WIDE . . ryp REPAIRED , REPLACED, RELOCATED, MODIFIED, OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED F UT CONCRETE SWALE " CD 1SION PUBLIC RIGHT OFG DAYS FOLLOWING WAY POLLUTED NTIH DIRT, MUD, OR D OF THE EBEN REQUEST FROMRIS SHALL BE SWEPT CLEANSPAT THE END TI CTOR. ALL SILT FENCE INSTALLATION O > I 1 -800-922- 1987 OF EACH DAYS WORK OR AFTER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER (IT / . AAA EROSON AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION 1 �g o,p I HAS BEEN FULFILLED. SEDIMENT TRAPS/BASINS SHALL BE CLEANED AND REMOVED, OR STABIUZED, � � ° ATTACHING TWO SILT FENCES YMEN ALL UPSTREAM AREAS ARE PERMANENTLY STILT FROM. THE SITE CONTRACTOR IS :1 p� RESPONSIBLE FOR PROPERLY DISPOSING OFF ALL SILT FROM THE STE, IF IT IS NOT REUSABLE ON I LO I N� [� 2 FEET SITE. „ 0 GB N• "' . I TI (NN ) �■ THE LANDONNER SHALL BE HELD RESPONSIBLE FOE THE LONG—TERN STABILITY OF CUT AND FILL II SLOPES AND TIE SUCCESSFUL ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON LA'UJEU APPROXBNiELY 8 O ' .2 q unrtnl gcpRm.Y Fus�xT a PucE END SOIL AS DEFINED IN THE UOFCD, VOLUME 3, CONSTRUCTION BEST MANAGEMENT PRACTICES - LO I r . I FASTENED ED PoS ORRxNCE BECTON 3.2 MULCHING'. ANCHORED WOW - - _ _ _ S. POSIN A MEM AND BE N50f iNE END • w - —A : RACERSMMATDOAL IrTM / FRsrFENCEPROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SAFETY DATA SHEET CRITERIA. Of THE ALL CONSTRUCTOR SUPPLIES OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF I sTEEIEL Past ROTATE ROTH THE STATE STORIAWAEER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS $ I C MAX SPACNO POSTS Al LEAST RFna TING FROIA THE ACTIONS TAKEN BY SITE CONTRACiO25, SUBCONTRACTORS MAINTENANCE M THE+q DEGREES N CREWS. ETC. V _E I RUNOFF i 3 IDIRECTION TO CREATE A DO NT GAWK MUA1 � 85% 4 ' WI E PAN F/DRIC MA+EVK a • '• ' •• • • , Oy 2. 0 % DIRECTION OF RUNOFF WATERS EROSION GNTES EROSION CONTROL STRUCTURES MI £ B0M . .• APPROXIMATE I4.-11101 BY I I N CONCRETE % +-INCH TRENCH��- DETAIL 12-1 I �� o • • - . , MIRY FLAP DATE: SCALE: N.T.S- ii ci I CD r 4 ' WASHOUT AP In I CD SLOPE AND SWALE PROTECTIONCO PC d 311 I •r raft 01 I O ♦ WATTLE DIAMETER, C • ` SEE NOTE 5 SEDIMENT TRAPPING AREA (TIP.) O Z O•r ' a, • I 3 coTAKE(TIP) WOODEN �� O N7 U�'� 1CC 3 I 9 % 11 WSWNCOl : jnpvp�: . . STRfiGOt JDUNTS C9 `c O , Y ' N to QYPJ STAKE AT EACH END U 0 AND 4• MAX D0. ALONG I C0ENTIRE LENGTU ■ V � i NI ` i T.+—► ..If.. Y PLAN VIEW . I 1 : 2..8% . I I IF. , :111:111/ VATI N VIEW e NOTES O L x I. INSTALL WATTLES ALONG CONTOURS FULL LENGTH OF SLOPE IIHI d '. ` w DR EXTENT OF SWALE. '� 4 .l �, • •. . . — • • • I z 2 WATTLES SMALL BE INSPECTED REGULARLY AND IMMEDIATELY I - �� s PETER A RUNOFF PROWONO RANFALL TO ENSURE THEY REMAIN O r / I THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL al I / (SEE TABLE m 3. UVE STNRS MAY BE USED FOR PERMANENT INSTALLATIONS.TI � _ q Z �y py� �ry' WATTLE SPACING TABLE 4 INSTALL Y T CC I /• . s, (0 • f J/ • ( •• d / ' • • • � OMIX ' d,1'liUl,i• ADJACENT WATTLES SNUGLY 9E 7REtMNCTMN (1bEEP). ABU �... 5/O ':: :'.. a 4a . SLOPE TYPE MAXIMUM SPACING 5. WATTPPNOATBE r M I 1 -800-922- 1987 py „ : - " . ALL SWALES 20 FEET•• . . . . .. • • . DIAMETER FOR SLOPES, It NN TITLES BE OUT 7. : . : . : . . .. .♦ ° a d . . 4M1 SLOPE DR ) 40 FEET DIAMETER FOR SWALESNN It .. o:� J I lr r A L ' . . .< . .. .:" :• . . ... a - < \/ lam] (/�� CONCRETEWASHOUT PIT : ... . : . ..�. . • • IE 7 g 3 TRUCK Z 0 . , v: . . '.. , ' ;: 'e < a . . . e : de ., . . . . ,. . .. .7: ° TI PROFILE , 4 ' 9 • T NIT4s. pT . . O\. '. J .... . : •I .dam .♦ i : .i S AOEP r ' ' ' '; ♦ '�4 4 . . CONTAINMENT BERM FROM 1 IN ■ 1:. 7 / PIT EXCAVATED MATERIAL 0 FEET SQUARE ALL • I . . • . .�' .• BOTTOM MIN { 1 \� . . - . . .., .. d . ♦ • A W \ \ .. . CONCRETE TRUCKS . . . •. . . ... 4 ', • . . ♦'. • d ° .? �' SJ .. . -� \ ` 1. PIT NOIE9:10 BE YPNTANED AND UTILIZED UNTIL WORK Is CCMMPIETkD. WASHOUT HERE ' . " ' . ... : ` . . . . } .. ♦ , Lf3. , : INCLUDING ALL FOUNDATION AND MTWOPI(. R10CATD PITS S1ALL NEST TRB STANDARD. a• j4 e .. . . .. ... 4 . . . . • • • • • • Y OMEN UP AND DISPOSE) OF PROPERLY OFF 9TE PER LOCAL, STATE Poet, X • • • .. .. . . ,.r a .♦ . *SIGN: 2 T011 x 3 Wide 8' WI ' CONCRETE PAN .. Ad / 4 R AT A P t, s z . . . . . d ' . �. z NT To eE PERNAtENRr =MD TO ALERT DRIVERS s ITS LOCATION AND FEDERAL ii .11 Ca U7 1 O • • • • a ♦ I�A ' , . . ' .... ' 4. WAs Ou7 TUTS THE ARE SEPARATED F1RON A PAYED SURFACE MAY RECURS A VTC PAD Lettering , 1 ..`. •• • • • ••• : . . .. . ,••• / V TO PROJECT SM SETS FROu TRA°KWG OF CRT ' 1;WY� • SD i (.%i W (Q : : pr EROSION CONTROL STRUCTURES w ao E�.� '. .0 .. \ : . . ' . ♦ ' ' " 4 N. ;� . ' . , : ' • rryy DETAIL 12-2'''��fff . . : • \. . • a . :{ . ,, MARCH 2007 N.T.S. N a . . • . . .. / \ DATE SCALE.. 4 d , � :111 • At.. /I . �N • . •i 610 • • • .. ' e ' ad d • • 2 .% ` i ffi, 2 e I CO L. 11 5047 —I d. wocV POND _ AO r CE (1/141r. CO SEEDING NOTES Z III CO HW ELEV = 5046 RANGE SITE: Loamy Plains Clayey Plains, Loamy Slopes ALINE H _ % RECOMMENDED W I - - — — — — — — — — — — — - - - - — — — I COMMON NAME VARIETIES MIX DRYLAND S _ - J Western wheatgrass Arriba, Barton, Rosana 20 to 45 8.0 F SF SF SF SF B.rS SFS SFS SFSS SF SF SF SF ,�'� ' , SF T SF SF SF Sideoats grams Vaughn, Butte, Niner, El Reno, Haskell 20 to 40 4.5 Blue grams HachTtal, Covington 10 to 25 1 .5 Green Needlegrass Up to 30 5.0 — I I Needleandthread up to 15 7.5 - - - CONSTRUCT VEHICLE TRACKING CONTROL Grenville, Nebraska 28, Blackwell, DRAWN Switchgrass Pathfinder up to 20 2.5 PAD W / 6 " OF 3 , 1 ROCK MAINTAIN AS Big bluestem Kaw up to 10 5.5 CHECKED Little bluestem Pastura, Cimmaffon ill to 10 3.5 I REQUIRED TO KEEP WCR 95 FREE OF MUD Bur: 8.0 Buffalograss Texoka, Sharps Improved up to 10 Floret: 3.0 ��16/14 AND DEBRIS TEMP 0 R A R Y FENCE TO DIRECT Yellow India°grasN Llano, Holt, Cheyenne, °t° °p t° ' ° 5.0 x \ I NOTE. SEEDING RATES SHOWN ARE FOR DRILLING FOR BROADCAST OR HYDRO SCALE I TRAFFIC THROUGH TRACKING CONTROL MULCHING DOUBLE SEE°RATES S"OWN I W _ ' I PROJECT SHEET I - , I ikr 1 OF SHEETS , o — — — — _ N 89'51'18" E — — — — — — — — — — N i 780.0387 ° � U EXISTING NATIVE GRASSES TO 'EMAIN (TYP) � ; LEGEND ct R60' 15" CMP CULVERT - - - - - - — - - - - EDGE OF GRAVEL W/ FLARED END SECTIONS (4) 16' CATTLE GUARD I np I (� �$, EDGE OF BUILDING lQ[ p m L=100 -LT POLE W/ 100' X 30' PAVED SWALE - - ' N C" .07//e-LT // CUT-OFF TORE SURFACE EAST OF CATTLE GUARDS ; - - - PROPOSED SWALE ' I - - - - \ APPROXIMATE LOCATION OF PROP LINE ^ c W GFi IIO..0 CR 11B ro 1 c' N ., 100.00' 3I ... ......... CORRUGATED METAL PIPE co i ••30.0: 7,:a•::. ............. . .............. �� , 8' WIDE CONCRETE \ EI❖.�:.•...:❖:.o❖.❖.❖.•.o❖.❖..:.•. 'CROSS PAN ® 2.0% ft, 3A e d Z DID' ACS: SS PERMIT # AP00407 '303 O1 18 CMP CULVERT • I ; 3ITE W/ FLARED END SECTIONS 4Ne2.73' LEAS FIELD :I I ; I so 6LO ! R60' POWERI POLE PAN ®E0.4%C VALLEY I,I, ll ....I . . I I %4 fA RRRIFE BLDGFF FUTURE BLDG I R100' .. .. I I (� - � '2� CONCRETE SWALE . I 3 I I I Mn HOUSE 1 • WATER LINE VICINITY/112417 17 NIP . I •0 3 31 4' WIDE PAN 90' we 12.44' I I O Q�QIH ; N N M N il el � o • RJTUFE FECYCUNOI 8WD FUTURE RECYCUND TAW `e.. t• w�.! Ie DRK] I • TANK CONTAINMENT CCNTAINMBR r+MA� I • ' AREA FF-5050 AREA FF-WBI e e I ; Q Q oe 115' I I e0 0OOIe I I 3 R60' 15" CMP ULVERT • O O I 4 W/ FLAT END SECTIONS le ; L=115• I Q Q O1iIR� WELL LOCATION GROVER C9 41' A CESS PERMIT # AP00407 . I I J I e 18" CMP CULVERT �QOQOQ I 3 / --.I ill I W/ FLARED END SECTIONS �_ O O O I t e I •d• r ° I r PaE w�. ' ' TRAFFIC • • 9 . . . I I O Pi GUT OFF FIXTURE. - y pIRECTION I 3 4 • ::i> 1 ,. . . . • .. IlI�0AD1NQ PAD:a I U �C 3 ... . 160 00'- . . ' y . , / 1 r.. 4 NCRETEPAN a 3 I N a� U o ! U, . .r ' 'a. - 200 y • 50 0 25 50 100 3 = m miiiim e • .: e [[ _ e _ I ..j :::::•:::>:•>:•>: CLASS 6 ROAD ASE Z •— .r .�W W W . v ,................:.-:..-...”.. > :•:.. . M. w ....””.:.::..,.•./...W.%.W...Y::.::.:.:.-•:. s> :: > ......: :: E TYP. SURFAC '18" w s ass .J:: :: :;�:;:ii2 ::iii ' r�ifii�ii5 :: 53iiii 'ii .a;ia"ii: c :>.• ii≥ ii�:i5iiiii�iiiYii >C;: i:i2:i :iiiii:iiEi:::: '�it: ii'�:�'i2 :i:5sii:i: �i:>i :ii�siiii: :i:•>. 570.5296' ' i:OC'i TO:'JJ::{'•J'::• ' ::'• :'::C:::•!::•J:'! Jl: '::•':':':':::•:::':a•:•:•J:•::•:•:•':':::�i:•::'JJJ:'::•::'J:':'::':::::::'::•::'.':'::':':':':':•::'::':�'::'}:'J:':•'7:'7:':':'Y'7:'S:{O'.., ...................... ..............................:::: : ::::: .: : : :::::::::::::::::::::::::::::::::::.............. ............... .... .... .... •.::: '::...........................:tJ::rr• ..:u:. .. ... W:.4M•M1'NMY::W:.1::.rr 'YY:.WMMM1'M .._•. ' I � I EXTENT OF WATER QUALITY Z Q N I EXISTING BARBED POND w W moo ' WIRE FENCE fR 662' I f L III c4 8 __ O^i 40 0 20 40 80 160 I (13 w 3' � � a CO w IN Z III LLI NIPS MINN j ZI I I EXISTING NATIVE GRASSES TO REMAIN (TYP) I I i � DRAWN CHECKED a ter Solutions I)! L C NGL �' ' SCALE 1• - 50 CP 1/SI? 1A� legal description : Lot ECX� 14 - 0095 I SHEET I ! Part of W 1 /2 of \ W 1 /4 Sec 13 , T10 \ , X61 W I ' ! WCR 95 Cl WFJT ,D COUNTY, COLORADO S 89'51'18" W - - - - - - - - - - - - OF SHEETS II U IIQ ( d Q � U < \� LEGEND �\\ - N 89'51 '18" E - - - - - - - - - - _ _ _ _ \ LP EDGE OF GRAVEL IT + - - - 18" CMP CULV RT 780.0387' C� Ch I ; 15" CMP CULVERT _ --\ W/ FLARED END, SECTIONS - ) C EDGE OF BUILDING I ' ' WI FLARED END SECTIONS L=75' SLOPE =0 5% C CD I I L=100' INV IN =5045.5 • / 3 EXISTING CONTOUR i 5 / \INV OUT =5045.1 - - - - - - 1 PROPOSED CONTOUR b ^ W 1 I r k 504 \' 5O4j ,T - PROPOSED SWALE 3 6,p Op \ 3 I 0 \ - - - APPROXIMATE LOCATION OF PROP LINE so e,�__�,,,,,_ CORRUGATED METAL PIPE 5 °� 50q 6 5047 ' 5°46 °° _ - - - 5Q41 Ag _ 3 1 I 5048 5049 1 \ I . N p5p 6 X50: , So 10 \ \ i II : 5 45. b� �d ..OO S oy \ 2g • 5051 S 8R SIDEPANCONC 0 3 . j l3. % 5050 11 5°5 °g . . �I \ . . , s . vA .`,010.59 - SO 11 I o g5 s u9,0 5°. :0° I 3 : x s0s ti° �x SO \v x 5052. 0 I I 5050 / •00 11 cp05 S200 5049.90.:: 3 , 11\ I r P¢WER •L 2' WIDE CONC VALLEtY 1 leach field I I II I PAN 0 0.4% I 1 v�v 'I v I I 1 .: I I 3 I I i FUTURE BLDG I FUTURE BLDG I 11 4 50.40 11 FF = 5052.5 FF = 5052.5 I 10' WIDE I p II J I \ CONCRETE SWALE .: •. 3 g il / ut O7 4� o I II / 1 I 9 O • Oo . L J ot 61 1 I I I ) Ix O�°' _yQ5. 3 / d- °° SOS} I 040 WATER LINEo ' 5O52• ` 0 �c05200505200 \ I200% 0 20 40 80 160 51 me in m onie ! 5050.jxtoslos 5 '�� &: oJ 5051:'00 5040x 0 �h K x g 9� I Sp1s2I . p , •0 S, 0S x 1 , " ' ' 4WI E PAN 0 o O 5 t 10.4'� s 4 " so5 , O I N , I / I 001 2•S r) M I O Z I I .1 cP / /V, // r ' 11 ..� .: in a 11 II I o FUTURE CONTAINMENT / .- FF =)5052/ .5 Off, I ___I o ° II // CI FF = 5050 h M 0.4co 11_ i o x 5050.90 FUTURE CONTAINMENT I CONTAINMENT 0 . , . ,' I cf) /) ,0 8 III / / FF = 5051 / FF = 5051 .5 -+.. Z Q 1 (� t19 % 18" CMP CULVERT / / !. / OLA I t 15" CM' `' 'T 3' W�/frLARED END SECTIONS / i I , I �47.b0 0) Q �° :S. 51:25 .:... . t �.. " . 3 WI FLA"I u i� SECTIONS / �O ; I L=®0' SLOPE =.2% �I L=115 INV IN =5044.5 / ^• ��• 1111 L HIV OUT =5044.3 ,/ SOS 4 0 1C0 //- 50g2. .. 2.5%. .0.24 I V v 7. 5 5051.90 < CA f 50 :70: Qf '▪' II .x • ' .50 x 505 /80 ( �O 5° — Os, / ..' - - - -- I — 3 1-, / 51 00 U I �g9° 4g 5° II 1 / � Q 0 b`�$0 / `' \ - J d a r - 6 ` r 0.8% . -. 0.00 3 s, 1..5% 1.3% 5Q4...� ppt7 •'r r 5°517,55 5j 4 o / / . o / �49:�1D� a t 6 • . / _ — _ o I_ ,C, JI �. r, . A / / I 1 Ii 7 • •p .:a i q / / . IIl . . > i� 5048.:. :,.• ........ 5048:80 , , a ! 3 ro c I ;: >`>: :: 8' WI► CONCRETE PAN . • (\ . , t " h I Z iii cn 77 / k LU -... i 8 g a . 2 %i i (• .. , 549.50 \ I I. h 48 948 75 •' . r 1 8% • . • �': • 2 . ON9 7 \ / 3 I \\" ul �. , . .. .. .. .... S.• . .. 5047 C ......;,....... . ..... �p a::: :.•:•>:•>-::<•:-::•::•::-:_>... .. ...... .. .. .. ......... p 4;:i:7F3: i*:i: i`45::: i$h. •••:•:::<:::-::::;::5::: :;::•:•f#W: • W:•:�:<• 'bd:�: is i :: :::;5: >::::.:> i5>` :::•>::«<•::o:•:...... .................,• . . ... .;. :..:.:. . : ::•:: .. .......I;41 ..g4III ...... .. ...•.. ............ .... . • • •.rt.;.......... t.h .L.. .. •'•'•:••''I'I'Iw�xti•�3�flr¢:1•d•:•'s...• .......:.—.. iy't.�¢Yf�..}::•:::•::::v:^:^?::•}::{�::::.�::::.;..:.;•. ..;....;...•.;.�..•ap•••.• � 1%-) IIIIIII .......... ..... ........ \ a5€ \ .79 �ly/1 v II \V DRANK ; g> A I A CHECKED GL Water Solutions Dj LL C a SCALE 1. a 40'C9 £ /t4.Di.TJ6l?[a4T%1 decal Description : Lot 3 ECX 14 - 0095 PROJECT / Part of W 1 /2 of NW 1 /4 Sec 13 , T10 \ , R61 W SHEET WCR 95 C2 WELD COUNTY, COLORADO OF SHEETS • -- - - --- - • - -- - --I i II NI I I \ , \\ </ J 03 I 9 \\ - - - - - - 11 , p i NOTE: ALL- p1STURBED`,AREAS SHALL'-$E 3 " i • , RE-SEEDED OR COVERER WITH GRAVEL. 11\ w N `� II rP — — — — — ?� I \, 40 0 20 40 80 l so 3 °p I; ; REQUIRED \ so z • III =I NI NE imIRM d I . y/F ��C` t Ty `\ s� 3 N I a re ��U S D DF H N C �Qid TR U C fi\ • N C.W U wACwi NM RR) ■ N .. 1, TNOTCTUOWGET DA TLLDI 55„A IPA E,EAL �EROSION CONTROL DER FEEL wASN�OIIDT.�S SEDIMENTC• ■ I O , \ I VEHICLE TRACKING BA9N5 BEFORE CQ�YENQNG ANY LAND CLEARING OR GRADING ACTIVITIES. THE CONTRACTOR . . O \... - I 9'Minimum Thickness LIMIT TOPSgL STI■PPINC OPEtATI0N5 TO TMTIHN THE AREAS IN MHICI THEY WLL BE ■ P illigi: N:31 . \. • \ ... ' VL R q DSO—S �r IMNEDIATLLY WORKWG. THE CONSTRUCTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED AS A I .. : \ : ' : . .. v al ' 1 R I I rIMINEINIIIMMIIMINIIII ' qM. o . YIf• ,•� LAND D ERCOE AC DNG ACTIVITY. ALL EXCAVATED MATERIAL SHALL BE PLACED IWHERE SI4%MENT WILL■ II I I ,... '(. :'. : '. •: ` ' S PAN ® G.O/,• .. . WORIt: BACKFlK LL SHALL BE PERYANEO NE INcrw.H. ALLA STABI ZED BEFORERENCHES SHALL BE CCONLSIRUQ10N IS C THE ONSIDERE0 OF THE DAYS I' % E . . I \ `�I\y^ COMPLETE. 1 I .. I ALL DSNRBED AREAS AND SOIL STOCKPILES SHALL BE ADEQUATELY STA01RE0 AS DEFINED IN P 5050 1 , O \ \ , \ HE URBAN DRAINAGE FLOW CONTROL DISTRICT(UDFCD). VOLUME 3 CONS RUC ON BEST I. I �\ \ . . .. . ••. MANAGEMENT PRAC CES SECT ON 3.0 'ER09d CON R0.. ALL d5NRBED SQ S AND SOIL 11 - \\ \\ 1. •� I I STOCKPILES SHALL BE WATERED AND MAINTAINED IN A ROUGHENED CONDPON AT ALL THMES 1/ .w osen Genesee Fier B' ,p DURING CONSTRUCTION ACTIVITIES TO PREVENT MIIA-CAUSED EROSION. ALL LAND CENRBING ACTIVITIES MILL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY QTY INSPECTOR. PERMANENT OR TEMPORARY NATIVE SEED (SEE C G •w SODC MANUAL SECTION I4 FOR SEEDING SPECIFICATIONS SOIL STAgUZATION SHALL BE REWIRED I II■ ' I \\\ \\ I 11 DOJO • CI).. I BROUGHT TO FINA GRADE WITH JOISDAYSCFOLLOWING NE NDITIALEDISTURBANCE. CR ARE NOT I I I I AO I _ • SHALL EXCEED TEN (RO) FEET IN HEIGHT. AU. AS STOCKPILE BE SLOPES SHALL NOT EXCEED A P \ \ I\ , 1 POLO ROADS TO E MANED a D®119 AT ME d0 DENTS ROPE �R`AN(E, 1EIMPORARY STABILIZATION MEASURES SHALL BE REQUIRED NO 500. STOCKPILE OF / I I leach field • I I .3 E CH DAYS S lO CM,IT[1 RAM ETFNT5,AS NEED D. \' ' , P WE D0L 2' WIDE CONC VALLE�' I 11 • 1 .. S VR PAD TO FE DOJNDIED ro DIBJ U BY vmmUCiO*IRurlc ALL STORM SEVEN INLETS SHALL BE PROTECTED FROM THE ENTRY OF SEDIMENT-LADEN WATER. PAN ® O.4% HAY BALES ARE NOT RECOGNIZED BY THE QTY OF (RREEIEY AS AN ACCEPTABLE FORM OF EROSION CONTROL •I II \ 3 INSPECTION 6 ALL EROSION AND SEGMENT CQNIR0.BIAP'S SMALL REWIRED AT THE END OF T I 1 ,, EACH DAYS WORN. WITi NECESSARY MAINTENANCE AND REPAIRS FRONDED IMMEDIATELY. THE OTT I \ \ OF GREELEY INSPECTOR SHALL, AT THEIR DISCRETION, REQUIRE ANY EROSION CONTROL DEVICES BE REPAIRED . REPLACED, RELOCATED. MODIFIED. OR REMOVED. SUCH REQUESTS SHALL BE COMPLETED WITHIN 5 WORKING DAYS FOLLOWING RECEIPT OF THE WRITTEN REQUEST FROM THE INSPECTOR. ALL 1 1O WIDE N I \1 ' L CONCRETE SWALE • °100-9' PUBLIC RIGHT CF WAY POLLUTED METH DIRT, MUD, OR DEBRIS SHALL BE SWEPT CLEAN AT THE END 3 i I SILT FENCE INSTALLATION OF EACH DAYS PARK OR AF ER STORM EVENTS, AS NECESSARY. ALL TEMPORARY AND PERIMETER ,I 1_8W_922_1987 EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AS SOON AS THEIR FUNCTION 1 / o I 01G I I *° '� 1 ATTACHING TWO SILT FLTVCES HAS BEEN UPSTREAM SEDIMENT RAP PERMANENTLY SMALL BE CLEANED AND REMOVED, STADU2ED, 1 O WHEN ALL FULFILLED. AREAS ARE PERMBASINS HALL BE THE SITE CONTRACTOR IS R / I I 11 \ 2 FEET (MI '-�� - RESPONSIBLE FOR PROPERLY d5PO4NG OFF ALL SILT FROM THE SITE. IF IT IS NOT REUSABLE ON Qc RTC % \ THE LANDOWNER SHALL BE HELD RESPONSIBLE FOR THE LONG-TERM STABIin' OF CUT AND FILL • APPROXIMATELY S SLOPES AND THE SUCCESSFUL ESTABUSIMENT OF PERMANENT VEGETATIVE COVER ON £%POSED (1 ` / (O 1 1 I r '\ • I MOTES°'FILTER xxE me EON SOIL AS DEFINED IN THE UDFCD. VOLUME 3. CONSTRUCTION BEST MANAGEMENT PRACTICES, it 1 / 1 h Qf I NRAm FASO ar CMUST a p�INTO POST geDNp Ewa SECTION 3.2 'MULCHING". / (] , I R,p -•2•.O t,//O.: I POST, ro THE ; A TRENCH NO EC —® �- -SIDE TIE END THE 1 ' O� °�YS \ MdaRm WTN Ktl�—� POUT 6 THE ALL CONSTRUCTOR SIPPLIE5 OR MATERIALS USED OR STORED ON SITE MUST BE DISPOSED OF BACm MAMMAL I — — — — Iin T WNPA RD — MT FENCE PROPERLY AND MUST MEET ALL APPLICABLE MATERIAL SUETY DATA SHEET CRITERIA. / _ . ...... . . ........... II �tl1RIMATE BOTH NE STATE STORMWATER DISCHARGE PERMIT HOLDER MAY BE LIABLE FOR ANY VIOLATIONS 7 I s • / I I R uAx5�PFAOS \ rows AT RESULTINGFROMTHE ACTIONS TAKEN BY SITE CONTRACTORS, SUBCONTRACTORS, MAINTENANCE-,�h / .. I I \ , CLOOMISE Im 0EOWSTCCREME A TOM i 1 -/ •18 ■ 4WIEPAN a.. I 00, • I D j D■cc a DF1 mNO T MAIRns �� EROSION CONTROL STRUCTURES Ili ' I / J / '. I H I I / 4-M04BYTE 1 1- asIOUTTi10 DETAIL 12-1 BOTH I / I / 3 ,\ N xC RB N BURY F DATE: SCALE N.T.S.• R 1 / `� CO\ CRETE 1� / o L� 1 I SLOPE AND SWALE PROTECTION C P WASHOUT AREA /� � •.- / • / WATTLE DIAMETER, O // / �/ I SEE NOTE 5 SEDIMENT TRAPPING AREA CTYP.I •`R► O P I ' / / • / I SII TAKE (TIP.) VOODEN � I w 1 CC) / , ; 3 -n HQ LAIR x k $ O V U• SF Z 1 3• // • / , 1 Ut I I I hR n (irP �DRNrs AND v WAK.Oc ALONG r/'� STAKE AT EACH END Cr) J D / I ••,. Enruc LENGTH I j E / i PLAN VTFV /E� 11 ! / �'' I FI FVATIDN VIEW 6 M IMSTALL WATTLES ALONG CONTOURS, FULL LENGTH OF SLOPE ■I W :.2.$'Ip. : I LA OR EXTENT OF SWLLE. �V FA ■ 1 / // I / � , �'/^� I ' Z 1 NAMES SHALL BE INSPECTED REOILMKY MID WEDATELY � �P / , // :`'-:-`-.�' - ---- I T -' NORGIIgHLY ENTRENCHED AND IH CONTACT MN THE SQL • S AiIFA A RENGFF xRGGKRf.TNG RMNFALL 1D ENSIME 1HEY REMMN '-i. I\ I / 1 / T y LIVE STAKES YAY BE US O F R PERMANENT NSfALLATONS \\',l I / /- ! I I VATTLE SPACING TADLE a, INSTALL WATTLES TIGHTLY. INTO THETRENCHVIT (sb¢s). .�sur / I J- / ' �yy�R�IT'ROON•ATpN ADJACENT WATTLE TNULY.ENO TO END, wHR OS W SLOPE NLN T. .: ,.., _ / .�F{.• .. '-0oo-9q p1 ALL SV TYPE MA%[20 EFFACING 5. WATTLES TO TO BE THE LIN DIAMETER FOR SLOPES. 12'MN / . f 1..3% (. .. . ref . 0 8% . 3 n 0 L 0 l O . . dI L• .. .. NI SLOPE DR ) 40 FEET DIAME ER FCR 9MALES. r�' /.� \ • ' I i 1 •a' .• �•.. � I I CONCRETE TRUCK WASHOUT PIT Z O ) I / :, . / V co P / , :' . '.. : .:.. '.. :.J . .. . :.. I ' :• ... : . .. � i" : .:�, • .: ._ :,. : r . . J . • �. '.;. •� . : � ••. '� : :, ': r 9° 3 T PROFILE •�g . : .., b� .: :'I(' "p .' . ; :'.`. :J . .. . .. + . .d 'L • . • , : /% _3 — MFROM ONTAINMENT BER WITH �S ' �°+'• ;. • • ., . . . /-' • '. '. a �" d. d - PIT EXCAVATED MATERIAL 10 FEET SQUARE ALL p °_2 1 .. ti , G.�. . ..7 ` BOTTOM MIN. CONCRETE TRUCKS : . ... , .. d L(} ND E8 E • : � •° , ' „�' L Rr TD LE MwTMED MO WET=UNIX ML mI°Ere WrnK IS wnEIED. WASHOUT HER : Ak- 14.1 II • ./ '•d • • . ; 4 'R.. O .;i. VI x(lUCNO ALL FOUNDATION LAND MTMDNH.RELOCATED xR 9WL WET MS STANDARD al ■ S } :•: •:::I•:•:•:•a•. '. " } r •••• :'. I ,• :• d .�/f .. / 2.xT TO BE PERIAwcxnY SHRED TO ALERT°RgIS OF ITS LOCATION is :1' ,'.1 ,. .. _ 1 SET CONCRETE TO E BLACKEN UP N°CYV$D OF PROPERLY OR STE PER LOON.STATEa M • • MN FEDERAL uMs �4'� Yi Z I .. Lettering O I L .. PANTO SURFACE MAY REQUIRE S ' � SEPMAITD FROM A Tan'1 �d• THAT ME .. Twn 4 \' I ..MAWIa \:• 601PT. Z Q Ir Y O PROTECT STREETS iRDN TRACKING::;5: : :•:::•:::•i:• ► ONCRETE PANL•. . . :d: ." ; W EROSION CONTROL STRUCTURES k. : i:4":r:ii:^:?: •• ..: ; :, / Obi DETAIL 12-2 W ¢ O . ':. • 777. MARCH 2007 SOLE N.T.S. t� \ / 5048 I I �j, �� \; .. �ODK / \ I 3 _n I z 212 ' ° \ \ Q ' 'fI '� 5047 r d — •:•:4: : :?:j{:• l�1 ::�... G N III '• � ED IN .......... ..... .... ... ..........•.. ...•.•.•.•.•.. .. •.....:.•:.. .. .. .. . RANGE SITE: Loamy Plains Clayey Plains Unity-Slopes Si An n Ni■ . ... . ........... .................... .',. RECOMMEN DED::.• •: .....................:•::•:::::•::::•::.:.......... ............. ....... .....:.',.•:.:..••:::.•::.,•:.•:.•:<•::•::•>:•:•:•:•:::::. •:.•:::::.,.:::::,, :::>::•:•::::o:::::•: ::::•>'• rr^'"!",.. \ \ COMMON NAME VARIETIES MIXRYLAND 5 Mall .. ...•....�. :....... ♦... ...• ••:•:::::::':,';>:: : : :::>:;::;;:;;;•,y';;•::>"::... \ \ Western wheatgrass Arriba,Barton,Ronne 20 to 45 8.0, �.•:::.•:.•:::.•:::.':.::,:,.•:::::.:: .'::::::::,.:: ::::::: ::.: '•: ::::. ::::: :: \\ 3ideoate grams Vaughn,Butte,Miner,El Reno,Haskell 20 to 40 4.5 SF - SF - SF - SF - SF - SF - SF - SF - SF - SF - SF - '3F - SF - SF - SF - SF SF - SF L ST- - SF - SF s SF - SF - SF 1- SF - SF - SF\� SF - SF Blue grams Hschitai,Covington 10 to 25 1.5 Green Needle grass tip to 30 5.0 I N. I \ Needleandthread ad up to 15 7.5 — \ \ \\ I Grenville,Nebraska 28,Blackwell, team CONSTRUCT VEHICLE TRACKING CONTROL' \N. ,1N Switchgrass Big b, ;erne' up 2.5 CHECKED PAD W/ 6 " OF 3" ROCK MAINTAIN AS 1 Little bluest= ras<uxa.Cimmarron up to 10 Bur:g 0 REQUIRED TO KEEP WCR 95 FREE OF MUD \ \ , \ \ Buffalograss Texoka Sharpe Improved up to 10 Fleret:3.0 TE ro� / \ I \ 1 \ Yellow Indiengress Llano,Holt Cheyenne,Oto up to 10 5.0 AND DEBRIS TEMPORARY FENCE TO DIRECT I NOTE: SEEDING RATES SHOWN ARE FOR DRILLING FOR BROADCAST OR HYDRO 14 SCALE I \ I MULCHING DOUBLE SEED RATES SHOWN 1• ' TRAFFIC THROUGH TRACKING CONTROL 11 1 \` PROJECT # I \ I I SHEET C3 .. OF SHEETS. . 1 Hello