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Home My WebLink About20141223.tiff r-- =ti ti. t 'Vicinity Map I p_ J _c_I ._ 1 tt 111 V CK 72 CR 72 - O . __- %ashaviLt. ,/, . 4 S , ) CR T I I) : � , SITE J , i N r- v HIGHWAY 392._ x - _Is fi H►GHyVAY ) — . rd EC il er"." —‘, CR 66 I Ai L 'y CR 66 O - - t alliThe stars indicate that the property ll r„w N `SILLLI'AN O larnounimmiL I lis owner sent a letter or testified at the PC S • hearing and objects to this USR proposal . (Not all able to be shown ) r - : '' I a :.-. }♦ _ l • RAMO S LUISA G a. I -. ‘i4si - . PLUMB F; IC'' ? E LL' I . t- t - --- - , C.A.TON ARVENE DI'JR r / r ' • SITE X ��r pm ise i 4 r . , ,..k ir vsk•Pia ' t. CATON AR•��ENN E C:' JR -. Closest Residence NT it ti ,' t i DICKENS JAC 'r` t' + IItilillilirillf' , . iii:iit • LOHMANN KAREN K'TRUSTEE F., ' tea. ��. `14 * . .. -� �� assJ -wc- - ---.------- j r 1 wir = , • NIGHWMM - - - Saar-r - _ 'r # 11* MC KE E LI N D A ADA MS -r ADAMS KENNETH LEE "t ' / \¼ f ` 1 _ USRs within-\ I ll one mile �. P 70USR-681 j I I r1H USR-1540 SINGLE FAMILY DWELLING RODEO`ARENA ! PUBLIC BUILDING II is 'I I 1 L _ USR- 1397 LANDSCAPE, TREE SER, FIREIM0OD \ --N,I I (1--c _-_II !-_� IL-'-'�' t .,. IT ciii—TraL - Itat--i-----) - _ . \,, .. 7,.7-7--- H-------). i 7--- '—' ;;.,NI b H WAY 392 `-.� � i'i SUP- '�� CUP-62 �i ' FEED LOT 3700 HEAD HORSE BREEDING FAC. 10 M USR- 1074 �� EXCAVATION BUS. U SITE 6, M \ U ' ch M r I USR-599 .' < = OuL & GAS PRODUCTION FACILITY F ]1,411 ll ....„ I , , I • • - \ Misr ;c ce•;1' •;� • —Ier ♦ • i • \ • ••L!- •au"' 1s Mat r w r • '''. 's. 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I ui1 �II _. -... ao-ta . is: I i #1 TRASH ENCLOSURE nIn z GATE �P ....i-4-.., . • ' 6'TALL SCREEN FENCE .) : TRANSFORMER/GAS - --,-;;-..„::;4_,___ _ n T: •;:rii f 0 ` . METER LOCATION I TJ - ' - I {i 10'T I `"i v ♦:. ... • ,:. I `' . .' <, ,'� :.; PROPOSED It: _..,- OFFICE ?0 FFE 4766.0 x w ` I I , . l k H24' �---40' --,- 24--H-) 20' .. I IC } � I I•- u • II v - 1 II y al - - WATER QUALITY- . I I u NO BUILD,StORAG.F z AREA(REFERENCE M CIa4 uUANS) \., I Ii E I E FE E 0 a LEACH FEL !I., O Revised site plan — overall view 2,20,(.>...:-..-z.. ,I I 6' TALL SCREEN FENCE �. , ': t. < L- 0 0 a ., a a:. .: ..e1, a -- ---- :1 , HRevised Site Plan N I i 4765 r a f"� ---;-- GATE ..-LCI--._ 1 . _ .£ (I G' TALL SCREEN FENCE ' : r Ill TRANSFORMER / GAS • I _m_ l 'I - METER LOCATION r T . . _j_ i :• , . . - .� I 10 6 foot tall screen ' ,, •: •• • �" tfrIS ' L • • a. fence (chain link • - L*i , PROPOSED 2( I , z with privacy slats) OFFICE Y - 'J. . 4PICNIC .�` FFE 4766.0 Q^ wCI • �. _ W CL t. • • . .. , ..• . • • I VI Ill , ` • • .,1. 1 . . . • ... •'• • _ ' i ,• I ♦• . . .- .• • • . .. i LL • 24 • -- 40 •r1 , 24 \ 20' : � • ti • • • _ • r • ` •• • 1 -4765 •r L '. .,. _ . ti W - 4764 •• . • Storage area t. ' ; '• ., Commercial Truck •• z �-•�-� t. ,,,,,€:_y • al. • �V' ' A `•, u; Parking area U . . . —_ _ - \- ---- • . . ' . • • . • W �---, WATER QUALITY - . . , • • .. ,.. . . • : i - — - No BUILD/STORAGE :� U AREA (REFERENCE •• y U) --CIVIL PLANS) =a .. • . • . . ' • •%• .. • •• %•• .; . . ••. • J z � A / i) a. . . . : :'. :. : . :; S. .. , . � : �• Mayor Changes • ` ..::• • f. • • . • • •- ❖ Storage yard decreased in size r .. . ' 7.. .•... • • •` • ❖ Screening added around the .• • .• •• ,. s : • • • • ' . , : :` , •' . . :. •,• :••.: •. 1 : ,• : .. : • commercial truck parking area . ,,1L ••• • •y . .y •• • 't . •••.••• • • ♦.. . - •• :� ' . Landscaping along CR 33 • . .6' TALL SCREEN FENCE '. . s • Q _a Q _•• • � •• • • 323_°°,� o replaced with a 6 foot chain link S89.55'31 W p fence . - - - - 1 . 1 : 1 1 ' -. 'El iI i IS �r , , . ill ! 1..,. ; .• i • , . il , - ft% ! : . I + PROPOSED _. ' ; l 1 . Z OFFICE Y _ Li : - . : '`�, I V FFE 4766 . 0 . '.' ... ; I . 1 0 UJ > I . 'IL : . k. i Q. : I . • I cj ! 1 • . : • /a a .2 -._ : * - : : - fr.:11 Original site plan design 1 . " .. w 1 included landscaping . . ` •. _ . I . 1 . . i • • amma- - - ' DI i . A4 . �• I 1 L • t ll . , .( A ' C ' . s s' : '. ' I M . � . . 1 a 1O ' , ! ## , , , j ■ ..." Li .py. r r • PROPOSEDc� + :q a i ' 1 • OFFICE 1.6.•:461 . . ` : ° FFE 4766. . , . 0Q 0 I I I W — i > i CE ll " . , Revised site plan design- does-n-ot . e. a • show landscaping but rather a woven )wire ( chain link) fence along CR 33 . I Iu . _ X16' Z -/ ....AIM KNUCKLED -. 10' - 0" SELVAGE ON TOP BETWEEN POSTS ( TPI31 HIGH CHAIN LINK FENCE TOP RAIL 3 " GALV. PIPE POST _ 1 \ 4 ', i ++++++++ + +i+++++ +++++++++++++++ ++++++++++++++++++ ++++++i+i+++++i++ ++++++++++++++++i+ii+++ +i+++ +++ ++++++++++++�+++ice++++++i+++++�•i+++ice++ ++++++ ++i+++i++i+i�i�+�++++ii+++i++�i ++�i+i+++ice++++�i� ++*�+*+*+**��+��+*�*+*+*+*+*+*+�+��*+*�*��+�+**• +**+*+**+*+* *+*+*+�*+*�*+*�*+*++*+*+*+*�*+�+�+*• * +++++++++++i++++++++++++++�+i++�+++++++++++++ ++ ��+ +++++++++++++ +++i+++++i++++i+++++i+i+i+AVD ++i+i+i+i+++i+i+i+i+i+i+i+i+i+i+i+i+iii+i+iii+i+i+iii ++i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+i+ ••• •• •••• ••••••• •••• ••• ••• •+++i+i+i++++++++i�++++i+i+++i++++++�i+++i+i+++++i+++ J +++++++++++++++++++++•++++�++++++++•+•+•+•+•++�•�•+•+ ++++�•++++ ++++++++++++++•+•+++++�+++++++++++++•�• ++++j+j+j+++j+++++++++++++j+++++++j+++++j+++++++j+�++ ++++++j+�+++++++++++++++++j+j+++++++++++++++j+j+++++�+ .. •+•++++��+++•+++�+�+++•�++•+++++++�+++++++++�+++•��+++ +•+•+• •+++•�•�•++++++�++++++�+++++++++++++++++vo �) •♦♦♦+♦♦♦+♦♦♦♦♦♦+•+•• ♦♦♦+♦♦♦ •♦♦ ♦ ♦♦♦ ♦ ♦♦♦♦♦+♦♦+♦♦♦♦++♦+♦♦♦ ♦+♦ ♦♦ ♦ +♦♦♦ ♦♦♦♦♦♦ ♦ •♦♦♦♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦ ♦ ♦♦♦ •♦♦♦♦♦♦♦ ♦♦♦ +♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦♦♦♦♦ ♦♦♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦♦♦♦♦♦♦ ♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦ v X ♦♦♦ ♦♦1♦♦♦♦+♦♦♦♦♦♦♦+♦+♦+♦♦♦+♦+♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+♦♦♦♦1 ♦♦♦♦♦♦♦♦♦♦♦+♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+♦♦♦♦+♦♦+♦♦♦ FINISH GRADE ••••• ••+•+++•+�+�+•+•+•+�+�+•+�+�++•+•+•+• •+•++ +i+i++++•++++•+•+i+�+•+�++•+ +�+�+�+�++ Y' ♦♦♦♦♦+♦``♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+♦♦♦♦+♦♦♦♦♦♦♦+i+♦♦♦i ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦+♦♦♦♦•♦♦♦♦♦♦♦♦ ♦♦+♦♦ ♦i+i♦i♦a ♦♦♦♦ l ASS. ♦♦♦ ♦♦♦♦♦ ♦ ♦♦♦ ♦♦ ♦♦ ♦♦♦♦•♦• •♦ ♦ ♦ ♦♦♦ ♦ ♦ •♦•♦ ♦ ♦♦ ♦♦♦♦♦♦♦♦ ♦♦ ♦♦ r ` I WIRE MESH 'ati'1TH {v — SLATS — — i SIGN AND FLAGPOLE tiaen ammilit r• 0 •a(iv flJM CAP w+no.far>i1 Mai O ••. M.MM+wiffOSSCtOGO roa ! .��'•, _ © Am. <lX�....O tJ1�/N .r. r riv v�lc.�flu............ rry 0O --1 saw' O DOW MM Ib Au7d•atfL+IG 041 MI Td• iMirli$ Q Q uc.a.o u03-11403-114a 1' II a wf' r : Bill Garrott Corporat*or! _ _ '. - r ;. - y Revised Site Plan - Details rAr . 0 O PROJECT NUMBER: 2013- 100 BILL BARRETT COMPANY FIELD OFFICE BILL BARRETTFIELD OFFICE USE BY SPECIAL REVIEW HWY 392 & CR3 LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15 , TOWNSHIP 6 NORTH , WEA RANGE 66 WEST OF THE 6TH P . M . , COUNTY OF WELD , STATE OF COLORADO VAUGHT FRYE LARSON architects SITE ADDRESS 15741 HWY 392 Strength in design. Strength in partnership. Strength in community. 401 West Mountain Avenue, Suite 100 Fort Collins, CO 80521 ph: 970.224.1191 www.theartofconstruction.com IN ASSOCIATION WITH: GENERAL NOTES CERTIFICATIONS VICINITY MAP SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 6 NORTH, RANGE 66 MN I PLEY 1 . REFER TO UTILITY PLANS FOR LOCATIONS OF STORM DRAINAGE BOARD OF COUNTY COMMISSIONERS CERTIFICATION STRUCTURES, UTILITY MAINS AND SERVICES. DESIGN INC . This is to certify that the Board of County Commissioners, Weld County, Colorado does 2. REFER TO THE CIVIL ENGINEERING PLANS FOR DETAILED INFORMATION OF hereby confirm and adopt this Site Specific Development Plan and Use by Special PROPOSED TOPOGRAPHY, UTILITY, AND STREET IMPROVEMENTS. Review and Development Standards as shown and described hereon this day r CO of , 20 CO co )C' 3. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT g* DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY et Et Et ■ land planning • landscape architecture ■ INFORMATION. U i, - U _ U • urban design • entitlement ■ 4. ALL CONSTRUCTION WILL BE COMPLETED IN ONE PHASE. Chair, Board of County Commissioners 401 West Mountain Avenue Suite 100 Fort Collins, CO 80521 fax 970/224.1662 phone 970/224.5828 www.vfrdesigninc.com 5. ALL SIDEWALKS AND RAMPS WILL CONFORM TO CITY STANDARDS. ALL ATTEST `� HANDICAP PARKING SPACES, AND RAMPS ARE TO BE VERIFIED WITH CIVIL y'� f ENGINEER FOR GRADING, DRAINAGE, AND ACCESSIBLE ROUTE Weld County Clerk to the Board 'li 1 S ITET� • CONSIDERATIONS. HANDICAP PARKING SPACES SHOULD SLOPE NO MORE THAN 1 :48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES SHOULD SLOPE NO BY: Dated: - MORE THAN 1 :20 IN DIRECTION OF TRAVEL AND NO MORE THAN 1 :48 CROSS Deputy Clerk to the Board CACHE LA PO U D R E SLOPE. CANAL 6. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT IS TO BE FULLY SCREENED FROM PUBLIC VIEW. PLANNING COMMISSION CERTIFICATION I ■ i I I ■ • • ■ f I This is to certify that the Weld County Planning Commission has certified and does hereby I • 7. ALL SIGNS UTILIZED WILL COMPLY WITH THE CITY OF FORT COLLINS SIGN N E F F LAKE • • 4 CODE. recommend to the Board of County Commissioners, Weld County Colorado, for its , - confirmation, approval and adoption this Site Specific Development Plan and Use by l ■ ! • ■ ' • 4 HWY 392 Special Review as shown and described thereon this day of _ �� apes 8. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE 20 - t i - No. Description Date SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO I • STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE f 1 USR Submittal 11 -27-2013 ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT WITH THE • 2 EXCEPTION OF DECIDUOUS TREES PROVIDING THE LOWEST BRANCH IS AT 1 /2 MILE RADIUS 3 LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE Chair, Weld County Planning Commission 4 OR EASEMENT SHALL BE NO MORE THAN 42" IN HEIGHT AND OF AN OPEN — DESIGN. I - PROPERTY OWNER'S CERTIFICATION 6 I ' 7 SHEET INDEX ( PLANNING SET ) The undersigned major property owner(s) do hereby agree to the Site Specific F 8 Development Plan and Use by Special Review Development Standards as described ----- L +11� i 9 hereon this day of 20 COVER SHEET 1 10 SITE PLAN 2ILANDSCAPE PLAN 3 REELtY , Revisions ELECTRICAL SITE PLAN E1 .0 SEELEY LAKE Signature I No. Description Date �/ P 1 7-Day Check Submittal 1 -16-201 .i NEUMAN LAKE i Cf " I 2 3 B 1 1 _I I • '3/4"'+ „o i DRAWN BY: SS • CHECKED BY: SEAL: 0 1000 2000 4000 NORTH SCALE: 1 "=2000' GD��O stA,y�° FOB SOS COPYRIGHT: VAUGHT FRYE LARSON ARCHITECTS. INC. THIS DRAWING MAY NOT BE PHOTOGRAPHED. SCANNED. TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. COVER DRAWING NUMBER: LI PROJECT NUMBER: 2013-100 SITE INFORMATION BILL BARRETT 15741 HY 392 33130 CR 33 EXISTING ZONING A W FIELD OFFICE PLUMB RIDGE LLC + • I DWIGHT L BURKE GROSS LAND AREA 5.5 ACRES 080515400004 0 i I 080514300042 PROPOSED LAND USE OFFICE n7 14.4 PROJECT PARKING to O PROVIDED REQUIRED F121 I 1 _ LARGE SPACES ( 10'x20') 51 37 HWY 392 & CR3 T I ` HANDICAP (10'x20' W/ 10' ISLE) 2 2 (INCLUDED IN R60' REQUIRED) 60 ' ACCESS EASEMENT _ - _ - TOTAL 51 37 _ _ � _ _ _ as a55'31 'E _ _ a. �� _ � T , 443.54' I R60' PROPOSED ACCESS DRIVE F : : R15' I • ACCESS PERMIT IN PROGRESS • + I S X X x / 4 • 6' TALL SCREEN FENCE a R15' h W I Y;� II , '.'. '- NAUGHT FRYE LARSON architects CIRCLE B LAND COMPANY, LLC -- O Cr)1 I >- ' . . t 080515400003 . + V 1 3 I ZD'-D' FAIL FLAGPOLE + )� v o I I Strength in design. Strength in partnership. E ,� I Strength in community. • 1n I �� • ww CeO I 401 West Mountain Avenue, Suite 100 Fort Collins, CO 80521 O� Q O ph: 970.224. 1191 www.theartofconstruction.com 0 I�„p I / IN ASSOCIATION WITH: `CC Q-----/ 10 i : : y/. � FL 1 10 R5D' • kl IZCN Mill I P L EY I I DESIGN INC . I + I 1 ' ' i��O I I l I 'I I I I k I . : ski 1 •I I ILee • ■ land planning ■ landscape architecture • �0� I FUTURE OFFICE I I r- ■ urban design ■ entitlement ■ V I I 0 401 West Mountain Avenue Suite 100 Fort Collins, CO 80521 �Qy I I I " I to 33126 CR 33 fax 970/224.1662 phone 970/224.5828 www.vfrdesigninc-com eo I KIMBERLI A DICKENS J 080514300003 0 ALUMB�IM CM PUNTED APPROVED COLOR FUTURE I I OLAPPRCC DCCOLORS LEITEauo LOGO. MIMED 3 I•— SHOP - aAv,• O 10AL MACH MCODING V/OH CABINET. PAINTED . . . . . . ' I ...- 1 TO MA6H BUILDING WITH MEDIUM TEx1UREo 6 to A I PAPA. I—Y I • O OI STON►.SE TO MATCH BUILDING TO N ell SM 0&W p • I ® © GRou�l LIGHTS o • TRANSFORMER / GAS II eri Barrett Corporation METER LOCATION ' ' PROPOSED SHOP • __ _ I x I I 101 s!� r' �X ..i"� issued ' � It na• 0 Na n Date ` w A '• _ �f O 1 USR Submittal 11-27-2013 • • Roxuvr io SlRtl[RANI l+ •1 .x -I•1' w . :I LU •:I PROPOSED (9 I IPT al TPE NA FLlPMSAiSSMAll 2 O - •y Q PICNIC Y I >.. Nwxlnuniu�id xiivxancrt.xumlx4Munx,nueaunmP9 Z OFFICE 3 L FFE 4766.0 a RIMY n•MA1R 9R OIKFI$9R1Y 1 24 40 2 20' 0 5 . . . > I ' 6 n 0_ I 7 I .J , �G Pnore 06%3034 am' RILL BARRETT CORPORATION SLUM PATRICK SKEW rl: . 13.159 J '♦ l : • 1 L. ' r.•9704934N1 YUYIUI IYLLYU a ` ♦ _ • I �aleswna Ia CI UenSS LMT 392 &CR33 I Cu.PWYYMUS+ IREA r: PAGE M t OF 8 I • - • • Imm.+V r. nova 11\ Dia Rw 15: 9 -(0 •. . . •• • • : • -I III I IP®Pe raWPawy GIwIVAMpWcr N®lTrPe.VKIA�.RPa.a�6dNYIIFFl4aWIrP M,ElEuwaMMCeu.ML®TICIPYM.MNa,Yu1AM,.�o®aP.FYR.FITU FMrm+MrM us rw.d¢ou.lnwr.POM runs • •I ' .. t / I 1111 MPM"rttYl0FyMKMY.WY MYOO rlplpCaCP YCK INC NW - • . .. • I •i. .. . .V. . 10 v • • • r .. •• . . . q . • . . <7_4 —`� Revisions :.., ..:•• • • .., l . �— 4 I ft 1! ;[�i1 Na DuetiPBon DBIe • Nc:. . . , .._ • • - . . S 1 7-Day Check Submittal 1-16-2014 4764 _ 2 :. . . . . � . � KNUCKLED 10 -0 4764 wATeRQunurY - �h 1 � wovEN WIRE FENCE SELVAGE ON TOP BETWEEN POSTS (TYP. ) 3 N . NO BUILDISTORAGE . . : • • • . T AREA (REFERENCE : , I . . '. ' ': DRAWN BY: SS LEACH FIELD CIVIL PLANS) TOP RAIL + ' ' : ` ' • ' . '+ 3" CHECKED BY: i VII GALV. 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'I _ FL= 4760.6 I iiii♦.•iiiiiiiii iii • •••••• e4% iiiiiiiiiiiiiiiiiiii • iii • ii•4 4.4.4.4.4' ohs` GO / .♦.♦. ♦A .♦ ♦ ♦ ♦ •.♦ ♦.• ♦ ♦.♦.•.♦.♦.♦.�♦. .♦ ♦. . .♦ ♦ ♦ .• •.•.•.•.•.•.•.•.•.•.•.•.• ♦ ♦ ♦ ♦ ♦ ♦ ♦ QgJpaG P`,N. / ` _ 36" CMP Ff Gc*CO�c:011" F = 475" . �j WIRE MESH WITH IN - . I N - SLATS ao,1Fo - II PROPOSED SIGN 1 I AND FLAG POLE I WITH LIGHT CACHE LAPOUDRE - I 0, 6 . HIGH CHAIN LINK FENCE CANALIT-- I I COPYRIGHT: w NAUGHT FRYE CARSON ARCHITECTS, INC. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR 0 I COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. I _ PLAT PLAN HWY 392 1-1,Thc re---- 3785 CR 33 I 0 20 40 80 DRAWING NUMBER: LINDA ADAMS MCKEE I L 1 080522000015 21 L NORTH SCALE: 1 "-40' I )I 1- I PROJECT NUMBER: 2013-100 I J I 1 1 I PLANT SCHEDULE II I SHRUBS / I ABBR. COMMON NAME BOTANICAL NAME QTY. SIZE / I GRASSES SPACING BILL BARRETT • I I I I PB Pawnee Buttes Sand Cherry Prunus besseyi "Pawnee Buttes" 18 1 GAL. FIELD OFFICE I CA Foerster's Feather Reed Grass Calamagrostis x acutifora ' Karl 25 5 GAL. I Foerster' I PF Prairie Snow Potentilla Potentilla fruticosa davurica 28 5 GAL. Prairie Snow" I TOTAL 71 HWY 392 & CR3 1 LANDSCAPE NOTES 28-PF J ` I 1 . ALL PLANT MATERIAL SHALL MEET SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) FOR NUMBER ONE 18-PB I GRADE. ALL TREES SHALL BE BALLED AND BURLAPPED OR EQUIVALENT. i 25-CA 7 I• I 2. TREES SHALL NOT BE PLANTED CLOSER THAN 4 FEET TO ANY GAS OR ELECTRIC LINE, NO CLOSER THAN 6 FEET TO ANY WATER Wibk i ( -, M OR SEWER SERVICE LINE, AND NO CLOSER THAN 10 FEET TO ANY WATER OR SEWER MAIN. TREE PLANTING SHALL BE I \ I1 COORDINATED WITH PUBLIC SERVICE COMPANY. A HORIZONTAL DISTANCE OF 40 FEET BETWEEN STREET TREES AND STREET LIGHTS AND 15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS SHALL BE MAINTAINED. SHRUBS ARE NOT TO BE (. ' �, \i ltlit PLANTED WITHIN 4 FEET OF ANY WATER OR SEWER MAINS. PLANT MATERIAL SHALL BE ADJUSTED IN THE FIELD TO MAINTAIN ( \ 1 THE ABOVE CLEARANCES. 3 I I ; I 3. DEVELOPER SHALL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE PLANS DONE BY OTHER CONSULTANTS SO \ / • I THAT THE PROPOSED GRADING, STORM DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE VAUGHT FRYE LARSON architects ( \ INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. ° I 1 4. ALL SHRUB BEDS AND TREES ARE TO BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR ACCEPTABLE :, 1 • ALTERNATIVE. THE IRRIGATION SYSTEM IS TO BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT I MATERIAL. Strength in design . Strength in partnership. 5. ALL SHRUB BEDS TO BE MULCHED WITH A THREE INCH (3") LAYER OF SPECIFIED MULCH OR COBBLE OVER WEED BARRIER. Strength m community. I I I 6. EDGING BETWEEN GRASS AND SHRUB BEDS SHALL BE Y" X 4" STEEL WITH ROLLED TOP EDGE, SET LEVEL WITH TOP OF GRASS. 7. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE TO REMAIN LANDSCAPE SHALL BE RE-SEEDED WITH NATIVE SEED. 401 West Mountain Avenue, Suite 100 Fort Collins, CO 80521 PROPOSEDleb::: 8 TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR ph 970.224. 1191 www.theartofconstruction.com r I� • I LATER USE. v 1 9. THE SOIL IN ALL LANDSCAPE AREAS SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND is ASSOCIATION WITH: SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST Z , ./ I I ,7 I SIX (6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL OFFICE I • I AMENDMENT PER ONE THOUSAND ( 1 ,000) SQUARE FEET OF LANDSCAPE AREA. / \,-� I �' _,\ \IIIJ MI cc • PLEY FFE 4766 . 0 , , Q DESIGN INC . i . II ► ( I I 1 : . I I ■ land planning a landscape architecture • i' - I I , I ■ urban design a entitlement • LLI ` j • 401 West Mountain Avenue Suite 100 Fort Collins, CO 80521 , - ; II •I . 1 fax 970/224.1662 phone 970/224.5828 www.vfrdesigninc.com r > . . 1 1 0 Q � = I I i_ 0- kiiii I � • ' I• j • I (. I I • : . I I I I C I ' , / ( C . 1 1 •I/ I I Issued • I No. Description Date • . 1 USR Submittal 11-27-2013 IS CI I• I 2 3 ( 1I I 4 5 I 6 . 1 • 77 I I 8 ( C . I, , • • I I 9 1 10 • Revisions ___/ \\ I 1 I Na. Description Date 1 7-Day Check Submittal 1 -16-2014 ----__ . , , 1 LINAIII„,1 :1 � i1 3 ' \ I DRAWN BY: SS I II CHECKED BY: 1 1 SEAL: I I . . . I \\\\� 8 GS G'(v GO8C��p�S�J I I aDtFG I I WATER QUALITY - I . : . NO BUILD / STORAGE II I I COPYRIGHT: AREA ( REFERENCE I I I VAUGHT FRYE ON ARCHITECTS, INC C THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. LEACH FIELD CIVIL PLANS ) I I PLAT PLAN I I I LANDSCAPE PLAN I , I O / I i J__ _ �� O G 10 20 DRAWING NUMBER � - J L2 _it LJ / �, NORTH SCALE: 1 "=10' 1 Y ... ti ` LIGHT FIXTURE: NOTES SEE PLANS FOR GENERAL NO I ES ( THIS SHEET ONLY ) WORK NOTES ( THIS SHEET ONLY ) PROJECT NUMBER: 2013950.00 TYPE, QUANTITY AND ORIENTATION 1. ALL UNDERGROUND SITE LIGHTING TO BE P SC14 40 PVC, WITH 0 APPROXIMATE LOCATION OF UTILITY TRANSFORMER (2 $&/ Inc, UNO. PROVIDE UTILITY PAD, GROUNDING, CONDUIT AND POLES AND LIGHT BOLLARDS PER ELECTRIC UTILITY REQUIREMENTS. SEE FIXTURES FURNISHED BY ELECTRICAL ONE LINE DIAGRAM ON SHEET E5.1 FOR OWNER INSTALLED BY EC \\1/4," r 0 ADDITIONAL INFORMATION. BILL BARRETT SEE LIGHT POLE WIRING 0 FOR 480/240 VOLT SYSTEM - 2 FUSE 0 APPROXIMATE LOCATION OF TELEPHONE AND CABLE TV FIELD OFFICE DETAIL, THIS SHEET SERVICE. PROVIDE (3) 4" CONDUITS TO TELEPHONE BOARD LOCATED IN THE LOW VOLTAGE UTILITY DEMARG 10 AMP FUSIBLE QUICK •12 CONDUCTORS DISCONNECT (TRON ROOM. IN-LINE FUSE HOLDER, 3/4" CHAMFER, ALL SIDES HES- OR APPROVED POLE 0 ROUTE TO LIGHTING CONTACTOR (LCPI ) IN MAIN L. ( ACCESS ACCESS OPENING COVER ELECTRICAL ROOM. PROVIDE 1-10.4 LIGHTING CONTACTOR WITH PHOTOCELL AUTOMATIC OPERATION OF EXTERIOR "6 BARE COPPER TO LIGHTING CIRCUIT L1 - II/13. EC FURNISHED AND POLE GROUND MINIMUM OF 2 THREADS MUST HWY 392 & CR3 INSTALLED ANCHOR • 4 3000 PSI CONCRETE TERMINAL BE VISIBLE ABOVE LEVELING NUT 0 PROVIDE CT ENCLOSURE AND METER BASE PER UTILITY BOLTS (TYP 4 PER FINISHED GRADE 2 PIECE, SQUARE THERMO PLASTIC CO. REQUIREMENTS. PROVIDE SERVICE ENTRANCE POLE) �- 0 BASE COVER COLOR TO MATCH CONDUCTORS TO MAIN SERVICE PANEL IN MAIN 3/4" CONDUIT, QTY n POLE ELECTRICAL ROOM PER ONE LINE DIAGRAM AND UTILITY PER PLANS )f� ELECTRICAL REQUIREMENTS. /////////// /////I/// PROVIED CONTRACTOR CONDUITS PROVIDE i" CO TO SWOP AREA FOR REMOTE CONTROL OF ANCHOR BOLTS GATE. / _ _ / 5' -0" (TBv BY STRUCTURAL ENGINEER) / CONDUIT SHALL NOT EXTEND MORE THAN 3 " ABOVE THE TOP 6 PROVIDE CONDUIT AND WIRING BETWEEN GATE lifFhift SEE STRUCTURAL DRAWINGS / OF THE CONCRETE BASE. GROUT BETWEEN BASE PLATE AND PUSHBUTTON AND/OR CARD READER LOCATIONS FOR STEEL REINFORCEMENT // POLE BASE. PROVIDE 1/4" DIAMETER PLASTIC DRAIN PIPE. PROVIDE HANDHOLE, SEE ONE LINE FOR REQUIREMENTS VAUGHT FRYE LARSONarchitects AND TIE TO ANCHOR BOLTS e 0 3/4" - CONDUIT(S) 24" ROUND SECTION 0 CONNECT 20S VAC TO ALL FIVE FIXTURES '1' PROVIDE GROUND MOUNT SIGN TYPES LED3 AND LED4. �+ llt a SASE DETAIL ''''� t /� I 2 L I � � I POLE WIRING DETAIL � PROVIDE 8" DIAMETER, 6 " THICK CONCRETE BASE, WITH ;" Strength in design. Strength in partnership. c L I & 1--I I I OLE SASE DE I A I J. CONDUIT STUBUP CENTERED IN BASE TO SUPPORT FIXTURE. Strength in community. C SCALE: NONE �J — SCALE: NONE 10 VERIFY LOCATION AND VOLTAGE WITH CIVIL PRIOR TO 401 West Mountain Avenue, Suite 100 Fort Collins, CO 80521 ROUGH IN. ph: 970.224.1191 www.theartofconstruction.com IN ASSOCIATION WITH: SI 6' TALL CEDAR II/13 AE Associates , Inc . IS] FENCE Nee 11/13 ENGINEERING SUCCESSFUL BUILDING ENVIRONMENTS 5587 TEST 19TH STRKET, GREELEY, COLORADO PH: 970.330.5587 FAX: 970.330.3040 PZI II►III.AEASSOCIATES.NET * X O LI - II/13 S2 II/13 CO Cr) J © „ N 0 m � �Z mzLI- 11/13 ) 51/13 GATE MOTOR GATE m rrr, C7 07 m /1 L I -68 C Z 7J SCHEMATIC DESIGN D ^ sued ^ / � T, No. Description Date r �eF CF 1 95% Construction Documents 01 -13-2014 qR 2 0 0 4 � 3 4 AERIAL XCEL PRIMARY UNDERGROUND XCEL PRIMARY DISTRIBUTION DISTRIBUTION 5 6 CDT I 7 XCEL POLE p H 8 v 11 Co 73 I 9 z m I - 10 5 Revisions ( 52 N 11/13 No. Description Date MAIN I ELEC R1-11 L3-1 O 7 I 2 T C I r- 0 10 m H I Goo GATE MOTOR 3 ➢= fll �F! GATE 6 DRAWN BY: DP m O.CI CHECKED BY: RR m /kF LI -66 o LOW VOLTAGE 0 SEAL: /UTILITY [ PEMARC RM Q Q J 1)- -II I 40 y0�5`0"1`pP F I 01 p5 2 q\T0 GG`a Os".0 Q rni 0 all OSFO y > C 0 D ITIPD -I 2 D 73 PAVED PARKING PAVED DRIVE O O ' z J > 0 to to O O m COPYRIGHT: 11 /18/2013 4:34:29 PM Z 070 VAUGHT FRYE LARSON ARCHITECTS. INC. � (trio O L1 - 11/13 8 1 HIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED. TRACED OR ,.:JPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. LED3 (TY 4, AT SIGN 9 LED4 (TYP I, AT FLAGPO E)� q6 ELECTRICAL SITE II m ° 0 PLAN � m m x NW 6 HWY 33 J DRAWING NUMBER: zz0z ELECTRICAL SITE PLAN N El . 0 QQ NORTH Q' Ql O � SCALE : I ' - 0" = 30' _ 0" QQ � Q PROJECT NUMBER: 2013-100 1 � LEGEND I 24 4 65.27 EXISTING MINOR CONTOUR 67.27 INV I -•■� 68.01 6" 67.16 I a 66.30 MATCH EXISTING a a ' a 12" EXISTING MAJOR CONTOUR BILL BARRETT GRADE SHALLOW SWALE TO CULVERT 70.06 I a a v I■ ��CXXX•A. � PROPOSED MINOR CONTOUR TOB 69.41 �• a �� NOTE: PROVIDE CONTROL JOINT EVERY TEN (10) FEET. 45' CHAMFER 8, TOB PROPOSED MAJOR CONTOUR FIELD OFFICE -� ►� 1 MATH EXISTING 2' CONCRETE PAN THICKENED EDGE SIDEWALK DETAIL I PROPOSED CONCRETE NOT TO SCALE 68.75�� 7RA -476 - �• I F � � NOT TO SCALE PROPOSED ASPHALT r TOB 1 r 115.5 LF I I b / 68.01 68.56 1 19"x30" HERCP 68.25 . I W/ FES O 0.6% w N� 67.91 68 PROPOSED GRAVEL HWY 392 & CR3 it vi I 4:1 ° I 2' 2' 15' 2' 2' ABBREVIATION LIST 11r a 67.56 67.15 68. 23 I I MATCH EXISTING b 69.95 4767 .....L __ FG FINISHED GRADE 69.72 o /69.93 TOB \ - � �"'� TOP OF BERM - 4764.2 TOP OF BERM - 4764.2 FL FLOW LINE TOB f° TOB 66. 51476 • f` SPILLWAY EL=4763.7 4769 r 7 (TOP OF RIPRAP) INV INVERT ■ = ■ = ■ = ° = = ° = ■ ° ■ - - - - - it" ,I� RG RAIN GARDEN 69.74 69.76 68 07 ■ 63.52 i MrSEiV 64.58 TC TOP OF CONCRETE \1 TOB 65.97 66.58i li INV TOB TOP OF BERM 67.04 i TOB I I � •• 8'(W)x15'(L)x24'(D) TYPE L RIPRAP PAD 1O0-YR ;_ � ,:, ` (BURIED W/ 6 VEGETATED SOIL WSEL-4763.5 ilak WO I I ■ r its 66.21 66.9±MATH EXISTING AND BEDDED WTH 6• TYPE II BEDDING)cti VAUGHT FRYE LARSONarchitects o 63. 48 62.92 INV 66.48 EMERGENCY OVERFLOW SPILLWAY II / 68/47686819 43 • s I NOT TO SCALE Strength in design. Strength in partnership. Strength in community. ^40 8'(W)x8'(L)x18"(D) TYPE L RIPRAP PAD 401 West Mountain Suite 100 Fort CO 60521 / a n a (BURIED W/ 6 VEGETATED SOIL I AND BEDDED WITH 6" TYPE 11 CALL UTILITY NOTIFICATION ph: 970.224.1191 Avenue, Suite 100 Fort Collins,Co0On , CO y^ rn BEDDING) CENTER OF COLORADO 67.86 _/ 1 811 IN ASSOCIATION WITH: 67.73 FG c CALL 2-BUSINESS DAYS IN ADVANCE • BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND • • • , . 67.50 67.02 0 MEMBER UTILITIES. 8857 • 4767 QI 63.82 FL Si I PLEY /, 66.32 TOD • .• ,r I^ 4: , FENCE O DESIGN INC . 66.94 PROPOSED I 65.83 TO EXISTING TOB FENCE •• TOG Io GRAVEL • : / • 66.46 — ' • • Z'\ I — — 1 62.42 I D m 2' 1 EX GRADE a� e I 1� 30 1 5 0 30 60 ■ land planning ■ landscape architecture ■ CI 0 ■ urban design ■ entitlement ■ FUTURE BUILDING CROSS- SECON A- A SCALE: 1 " = 30'. 401 WestMountainAvenue Suite 100 FortCollinsCO80521 I . a• > NOT TO SCALE fax 970/224.1662 phone 970/224.5828 www.vfrdesigninc.corn4766 IIii ' � H1 I I J REGRADE ROADSIDE DITCH TO CONSISTENT 0.9% SLOPE. MOVE INVERT 4' WEST. I VEGETATED SWALE I I I I O 1 .19% I EX 1218 W. Ash, Suite C SHOULDER Windsor , Colorado 80550 24' ASPHALT DRIVE AISLE POND WIDTH VARIES 4' ROADSIDE DITH WIDTH VARIES MATCH Fax: (970) 6)74 330300 I 4 /64 I I ) Fax: (970) 674-3303 63.68 63.00 1 DETENTION POND r EXISTING I I 65.23 t ` I FL FL 46.5 LF 15, RCP I PONDING EX GRADE / ASPHALT I N T E R W E S T CONSULTING GROUP • ` I ^ W/ FES 0 0.5% I r DEPTH=63.5 - - 1--- - / 68.64 64.75 ` I \ TOB 64.94 61 .92 I J _ ` TOP OF 2' MIN \ II 66.90 TOB ,� INN 4: 1 MAX 3: 1 MAX BANK FLATTEN SLOPE 4 4766 co ROADSIDE DITCH TOB YYY N - _ 62.46 .:_ issued 65.66 INV I F6L2.74 POND INVERT 0MOVE FL. 4' WEST .9% CONSISTENT II . . . . . . . . .• R� R. ,. I INo. Description Date 65.0347gq� 62.70 I LONGITUDINAL SLOPE 7 co! Fl 64.9113---65.50 VEGETATED SWALE - IN 65.14 5 (W)x5 (L)x18 (D) TYPE L RIPRAP PAD - - 65.75 FL FG 0 1 .45% 66.00 TC FL (BURIED W/ 6 VEGETATED SOIL 1 USR Submittal 01-10-2014 • r CROSS- SECTION B B 2 _ 68.63 II I ^4 65.64 TC AND BEDDED WITH 6 TYPE II NOT TO SCALE 3 TOB • 66.00 65.50 FG S BEDDING) 64.66 I 4 64.90 . 65.84 65.50 65.50 FINISHED FLOOR 65.14 FL ` I I I FG FG 65.64 TC \61 .64 64.2 TOB 5 65.35 = 66.0 66.00 TC 65.14 INV III i" WATER TAP 6 ■ 61 .80 g BY NORTH, WELD WATER DISTRICT 7 FINISHED GRADE 65.94 TC ° i 6 ADJACENT TO BUILDING 65.36 FL -' "'Q F6L5. 2O 64. 76 "� a , AND (END WING WALL •) 1NfO ION � 9 1 1O EX 6 WATER DO OF All) 3,-6" —{-Woi— I— I 10 ■ • 65.50 = 65c50 65.86 TC � �� 65. 20 64.30 a (CONTRACTOR VERIFY) Wo wNoLE (tYolv ) ) 0 FG 65.50 FG 1 FL FLUSH R 12" - Ls n I I . 66.00 66.00 • A �- • • (MN.) 6' 6 �36/�8k1IIDF HOLDING • ° ' TABLE Revisions 65.28 TC • - ■ 6 5 J r 65.11 TC .Y 1 4 ATE, WELDED 6" TRASH RACK NEST ROUND OR I\..../ FRAME _� No. Description Dale / ' 51%51" GRAING ED CROSS '- ,° . FL 65.28 I I TO CRATE. WITH A B (3i is mlOUND OR C D IIIFx3/8 ELL SCREEN • ` . 1 • i , 64.64 I- I TO FASTEN GRA�D01317N BARS AT 3' O.C. N0. 93 (U.S. °• • 0 . 65.03 I YIDDED TO 1•x3/8" SIR FILTER STAINLESS (V o 11/32' (MN.) HICK 2 • 65.44 TG I- . ow. ffARING BARS AT STEEL OR STEEL FLOW CONTROL ¶65.64 66.00 65.50 64.86 FL FL FLUSH 64.21 TOB % 2 1/z' o.cJ L EauAq 3 PLATE . p t6 • T� VVII • - TC FG 65.36 TC 2' CONCRETE ' 64 I I \ ___----� �,�� I STARLESS STEEL ANCHOR BOLTS OR BOTTOM ROW OF STAINLESS STEEL DRAWN BY: II • - ■ PAN W II ,1' f N INTERMENT WELDS ON TOP AND SAES HOLE To BE AT ANCHOR BOLT (TYR) f 4' SIDEWALK � `NII_ _��II�I'll� 64.46 J 65.46 J W/ THICKENED EDGE 20.0' NORTH WELD WATER ESMT N WELL SCREEN FLOW CONTROL PLATE 1 \ INVERT OF RATE CHECKED BY: 65.40 FL AND 6" REVEAL ena9 N ON I a 2' CONCRETE FLOW . n n ° I 11111111111 Cow °F SECTION A-A SECTION B-B SEAL: PAN c iit. + , 3 3 CONTROL �iuiniiuI� 1 / 65.28 A I PLATE 1■■■■■■■■11 TO 64.69 FL in ) U) C ° I .■■1 ..' ■■■■■■■■■11 C t r .------ , LEGEND . _ / ' ■ 65.50 65.50 65.50 FG 65.19 TC 61 .14 4IN , qilllwwmftl . o4otz' A/ SaTION LSE i1-4 ( ' REIM EDGE OF/ EMERGENCYFG66.00 INV 0.0' FUTURE ROW61 .15 Q3/8x6 BTS t2 OC. tOPII , PI flIRECTION arnai fI64.21 SPILLWAYOVERFLOW ToDACE BAR64.25 ., 65.94TC ) II , ` ' a GRATE4 (DP. OPP. SIDE) I , CCONCRETE d Cm Dry ABBAirr REVIATIONS MEAL a FL 65.45 4 ' (SEE DETAIL ,� 2 IR PIPE DIA. METER Wo WDTH OF CONCRETE OPENING 046 a ■ 65.27 64.24 _ , 12' • ELEV. ELEVATOR RAP WON OF PLATE ups es CT° 65.86 TC I „Ai 1/C METAL PUTS INV. MERT WO WATER OUNRY 9.Q? �,a1a° • I / -63.79- COVER OPENING TC 62.16 63.70 FL II 64.1 I , ELL SCREEN N0. 93 TO M1IH War r r 4 DIAGONAL. MAX. IWMIW La LENGTH OF SIRUCIUE G°a°0G°a :. .I / > FL 4764 FL 61 .00 FL .c. ON CENTER / NUMBER a° a cn * ■ _� MATCH EXISTING STEEL OR muAL) TREADED PLAN 70 HOLD MNCE IN PLACE 4x / 4x , ) MN. MN WM we M10N OF sRucrAE to Ni II (U.S. FILTER STARLESS A B D 3/8•x6 BOLTS 12' O.C.oc OPPOSITE 0 AT v ° 64 • t . S - 63.26 61 .74 FL /4 aF ool A 14012 O.C. Off' ELEV. A (POND ILA.) 4760.8 1E , , SPILL BEV. \ roTRASH RACK LEy C V `�r/• / " :• ELEV. 6 (NOV LEV) 4762.1 64.84 61 .63 n 1/4' PLATE WELDED .� (NOTE 5) Q . C 4763.1 . ■ 64.34 64.21 7 , 70 GRATE, WHIN 4 OR 3 TOB 64.09 60.80 64.21 5 (W)x5 (L)x16 (D) TYPE L RIPRAP • T TOB TOB 61.88 Ire INV TOB (BURIED W/ 6" VEGETATED SOILELEv. a TOBfAs7EN T I THREADED BOLT I �� SECTION D-D DIO 12 MIN.) 4763.7 n 6413 11'BERM SOUTH 2AN 2' ONCRETE a Aj fir, \ . , ,I AND BEDDED WITH 6' TYPE II ' I4OI2• OUTLTPIPE la S r....% S BEDDING)• � SCR NO. 93 I 4012, t5' RCP GENERAL NOTES Ws 3' ■ 65.66 61.59 S ,.�, ' (U.S. RLTER STAINLESS I I. CONCRETE 9WL BE CUSS B. WY BE CAST-N-PUCE OR PRECAST. Wo 12' COPYRIGHT: 66.28 - TOB_ LEACH FIELD 61 .45 I g STEEL ON EWAL) " I� 2 REtNHORFNG BASS SKILL BE EPDXY CONED MD DEFORMED. AND 9INL A,O I HOLE DWkTFTt 0.5' VAUGHT FRYE LARSON ARCHITECTS, INC. TOB I t 60.64 INV- ////77y►► FLOW CONTROL NNE A MINIM Y °FRANCE. I OF ROWS 4 THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR 64.21 / RATE 3 STEPS 91M1 MIMED NEIL wrack DILEIN9ON ExL®s T 6 I COLUMNS 1 COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VELA �. (� y 100-YEAR OUTLET 3 1/2' MD SWILL BE N ACCOROMCE M TH MS H0 M 199. ■ DETENTION POND TOB 30.0' ROW OF WITF�ALLS 3' CLR. 4. AL MOH RACKS SHALL BE MOUNTED USING STAINLESS SIDL wow no 1 65cs) .49 WITH WO OUTLET STRUCTURE I �� ORIFICE PULE xt t/2 el 1 64.84 • OS. (SEE DETAIL) KEY PRO•AEO NN HOED MD =CABLE ON BOSOM ACCESS PARES. 64.50 (SE DETAIL) 27.5 LF ELEV. AMASH 15" RCP W/ FES - _ « a Ras AWL BE M BE GAIMM 9m. A Y BRI, OT OWE STEEL TRASH ■ O 0.6% �I - • 1 '° - - VIER GIIRM�N6• DP WLVAHOD MD WY 6E NOT POWER PANTED I'-18„� }' SiEE1 100-YR I EXISTING " CMP `\►WI��T/ / L I,e,2 r 15' RCP OUTLET � GRADING PLAN I I DDW7I1SE Or/ A'r140,2 // I4L012' /a18• in PIPE N r 5' DIAMETER ■ I ORIFICE 66.91 r SECTION C-C L �n O I] O ■ ■ _ "' cl WATER QUALITY ORIFICE PLATE 66.89 66.11 * OUTLET STRUCTURE ONE 63.90 DETAILS DRAWING NUMBER: i C 1 PROJECT NUMBER: 2013-100 / SUMMARY TABLE III /k i66 Design Tributary Area to C(100) Q(2)tot Q(10)tot Q(100)tot I Sediment Control Log (SCL) SC-2 Concrete Washout Area (CWA) MM-1 BILL BARRETT Sub-basin Point (ac) (min) (CM) (cfs) (Ots ) SCLIr, :.•,.. I L _-- - _ _ In > yrsonosicatirWASHOUT CWA FIELD OFFICE A A 2. 16 12.6 0.44 0.6 2.5 6.4 ISCL \ / 1 1, 3 . : mi. B B 2.05 12,9 0.46 0.8 2.6 6.4 k %� ix- . le- . Ie- (WO ' MWDOF 9tMf i J } J J VEHICLE rPgONO SEE /- 0 9. OXYnEA ONO S 1 8 r ! Woo ' • ' n: NC DET. CONTROL AIL) ON V ' SEDIYFx1 CONTROL LOG � OTHER SENILE -/ - uREECA / 4768 g ' Irr . I J. •' Y ,.S j� HWY 392 & CR3 .^ %F r c fLOR 1W.) �y• NOTE URGER _ r;e0 - '}>.±?. Yn,'�� ' T- (Nr.) 1 DWtrER SOWETO I- -I / tt� I I I NEED TO NTROL LOGS "`r f ONfRFTF WASHOUT AREA PLAN 115.5 LF • EMCEED PEEPER. +r r,9 CO4PACIED ERY MNxo re 4j6g 5 1 19"x30" HERCP x•� nK ERAKaa WI ^ WITH 2—FES � : "°°` to (° I (SEE NOTE 1 ) SEDIMENT CONTROL LOG �, I� r Ya. / I, ` / W V I I UNd5rUIED OR '3 V y CENTER STAKE AN C ITB& LOG cdPKRO Sh VEHCLE MOONS C.) I I• f I TI }- 9• WOOER (w) I a • a ,•N. IMrSEiV CONTROL (SEE rrt , I♦ WYVKIEO L.GVAIfp ORAL 1 ' TRENCH SOIL SEDw(NT CONTROL LOC SECTION A of .�.i.y,• 1 .,, yU n Dm. SCL (IW) / `� 4767 �:� — e1 . . FLOW — 30 15 0 30 60 � is � ICF ��' ; lt 1. tHA INSrA.IArYx+ ens ' CONCRETE WASHOUT AREA 4769 ■ :~ ♦^•' �_`••.-�.�./ e• 1 sr- RYF HER TIRE SCALE: 1 " = 30' L' ■ L • • _. _. 7 • - • . ■ . - . �•�• .�YA. Nli - — -CWT INSTALLATION LOGrNYI . . . . � - - 11 SECTION A Hxr.YTE00iMoM°DT•. CO"r'No LAN OCATE N°I11pWAN i.000' OF ANVVr Wit 403' ° HELLS G D.NNIIJG wnrp f ANY NATURAL DRAM& A SOURCES.`~ Ir . 1 car MNC+RNNTC YMr Tim I,r1Ambr FR Ir HOW. PfRYEABLE SOTS (MST ON WE, / ❑ �i \ NE On WS] E aSrMIED MTH NI NPER161BLE LINER (16 MIL I . THICKNESS) OR VAUGHT FRYE LARSONarchitects D$SURFACE [R,411YFs USING PREF.-ENCAMP CONCRETE `N'MII DORMS OR A . CMIA I IS" OVERLAP STORAGE ARE MOOD E USED • • • . n i - �,L IR- . Or . Ie• (ex) J. ME CAA SINE BC INSTALLED PRO! ro CONCRETE PLACEMENT ON 91E. - .. �- . _ ' . / ys t ''\? / O ❑\ WOVEN srN(E a DV SHALL Yqua A Mr SWSUafrLE NT THAT 4 r+ LEAST e' Br e' SLOPES - - • , ♦ . • ' - ■ (S� • :' 1\ —/ OJ1 LLCM WY lit sYBsuanri MT Ewa Br .-I m HATTER Lr PIT <.,.,I Err .rLEAS CALL UTILITY NOTIFICATION 1' ' �� sa i 9' DIAMETER (YHA) 1' CENTER OF COLORADO Strength in design. Strength in partnership. . , - - • !l YDLIENT CD„1RR LOGG s ERN SuRRauNO NG ODES AND BACK OF THE CAM SHALL HAVE meow HEWNT OF 1 . • . . . ',. . . . • . . • . • •• - ,. t. ANGLE TRACKING PAD SHALL E SLOPED xl ro.mos rH( OW. Strength in community. n th ' i•/ .. / ,� . . .•_ . ' •, ' I SEDIMENT CONTROL TOG JOINTS 811• 7 SCRs SW.. E RACED Al IRE CONSTRUCTOR ENTRANCE, AT TM MA AMU • .N ♦ i QJ[VWCRC A NECESSARY TO CLEARLY NNOIGtC ME LOCATION E MC NA TO OPERATORS ' ' - I a CONCRETE TRUCKS AND PUMP RIGS. CALL 2-BUSINESS DAYS IN ADVANCE 401 West Mountain Avenue, Suite 100 Fort Collins, CO 60521 / I •• • • • 56:1 - 1 . SEDIMENT CONTROL LOG a ME EuwrATED MATERIAL Tort PwYEaR BEM CONSTRICTION. BEFORE YOU DIG, GRADE, OR EXCAVATE Ph: 970.22x.1191 www.theanofconstrucllon.com �. .• : . / • •• ' • I . I FOR THE MARKING OF UNDERGROUND (NAssocwrauwln(: / • • • • • 476 MEMBER UTILITIES. O / , ' � ^ N,•.Lnber 2010 Urban Damage and Flood Control District SCL-3 November 2010 Urban Drainage and FloodControl DDuict CWA-3 • " d, Ulban Storm Drainage Criteria Manual Volume 3 Urban Slone Drainage Criteria Manual V ulumc 3 Sediment Control Log (SCL) SC-2 MM-1 Concrete Washout Area (CWA) .1 I P L EY ` . • / 767 I I DESIGN INC . ' �^`�� ... . l i csr flT rrnlRla Inf. WSIu IAnnx nnTr5 awe YMINNIIY'F NDIrC j 1 1 Sc! PON %WIT FOR LOCATION is LE IN Of stowed CONTROL LOGS. 1 I? SFtC1 BN% EACH xORNOM, MP NMIIXN IRAN IN UTCCIFE (TEAK+aG CVNg11CN, / . : uNNTEINNCf O; II; SHOIAO B[ PROACiNE, TOT EKM[ NSPfCI BYPA A SOON A /�/ e 2 SE&ufiT CONTROL LOOS THAT ACT AS A PEIIITER CONTROL MALI E INSTALLED PRIOR POSSIBLE (NO ALWAYS WIM . xA HOURS) MLLJANG A STORM THAT CXFSES SUMACE/ rO N.Y uPi&AOENT LAND-051uRONG KDMn6. EROSION. MD PERFORM NECCPSSNY YNNTENXICE. 2.16 0. 44 / ♦ J u[xr SCO CONTROL LOGS s„Yt CCA95T Ors A miaow'.POST. ERCE S a OR COCONUT x(a aNT g$ERNn W C M oxs AND w1EN " E NCCESSWNI• T TO MN BMP In TOR, AND SPOIL E TREE Or MIT NOKOUS KED SUDS OR D(EMCT5 W CLLOaG RIPS ETFfc11VE OPERATIC CONDITION tI tC1CIS AID [OMECRE YfASUPf5 Se010 E HOLES AKDO BRAD S W M D Cl TRIED THOROUGHLY • land planning ■ landscape architecture ■ 4 swoon' CONTROL LOGS NAT E m WA SCL AL AS L CHECK DAM (ITCHES APO SHALES. 3 WHERE FAIN HAVE FARED. PAR OR REPIKELE E NT SHOULD IODATED UPON . . - I I11°'AAOE, THEY SHOULD NOT E USED At PEENwL SIRENS OR HIGH %LOOM1 URNNIDE OISCOvERT E ME EALRC • urban design ■ entitlement ■ S. aI •. ME CWA 9Wa BE EPXREO, RfIMO. ON O.0 CEO AS N[CESSWV 10 MSNTMI • ; i -•� I M s TT 5 ECCYYfxOfD THAI SEMEN'S NMrBa IMGS E 1REWWrO WO TIE GOWO r0 caor' rc, COVGEK was1L CIX,CRCrr YAT(RAS, KNMUGTto m Pr, "await wu E 401 West Mountain Avenue Suite 100 Fort Collins. CO 80521 • `. J % A CALM or .PP Ox.M.h'LY ' or ME dN(1FA OF THE LCC C IRfNbwf, TO ms EUOVED ONCE THE YATLmALS AVE RrKYQO . DEPTH or x' /. . : . . -/ TIEPIN n NOT FEMALE AND/OR EVRA&c (SHORT TERN INSTAl4fRN MM ESR( Nor TO fax 970/224.1662 phone 970/224.5828 www.vfrdesigninc.com tTt SINE LANDSCAPE) A LESSER TENDING EPN TAW E ACCEPTABLE MM WOE ROBUST S CONCRETE HASNOW HATER, FASTED PIECES Or CONCRETE AND XL OMER EBreS 1B. ,IN viNteu w ME SuaN,o o6 NT SHALL E 1RN,SwMT[0 TROY ME AB 41[ N A WATER-Ilpl . . . �' I . I . I E Q CONTAINER AND pSPo5E0 E PROPERLY. r '91 IS ME uPH LL WE Or TIC SEDIYE"; CONTROL LOr SHALL E BAC.C,W TOIM SOL THAI 1 I y Q TR[ O ROCKS MD DOOM ME SOIL viML, E TIGHTLY COUPKIED w+O ME SAP( 6 TIE CYO SHALL MINN IM PACE UNTIL ALL CONCRETE FOR THE PRWECT IS RACED. (( ', Cr A MGHT TR .= USX° A SENEL O( ENNI(O LAHR ROLLER I . , - . 4766 I I , 7 Oa lE CWA IS REMa•ED, 1 A THE D5-IRreEO AREA WITH TOP sOL. SEED .w • 7 MELON YMurACNRERS' 000W:l TYR STAKING Ir YMurACNMIS' MIwKTI01Y WLCH OR DTHEINME STAEIxEO N A WINER MPRD,ED BY THE LOCAL ARMOCnM . .. . . • : . / DO NOT sPEOF_r SPACN6. STALES r E RKED ON : CENTERS AND [WEDDED A .. ♦ I I I musts Ore ALTO ME GROUND 3- O THE STAKE SHALL PROrL fPCY THE TOP O t11.W mom 14 wvw men team A+o IK oft - Irru aaalno ,m rpr r. wwol / • OR L . SIAHEs THAT AE BROKEN PRIOR T° w5lALLAT10M SHALL E EI+UC[O. CCtj, Mwr $ L0O,.n ri .Cl OW D O S MO VMT FHOY UECO STNIOARD#01 EMS• • , ,a(1 CFOIrMT ffMpfll InO YNXIYHMtt Nt)ES CONSULT ES LOCNOTED ON5 AS TO WNW DETAIL MOULD E LASED Max 1218 W. Ash, Suite G . . . / .. I FUTURE RUILDIIyG I S D it 1 r,9PfCT MP* EACH WOWAY. MO HAIXOM n<„ IN ERECTILE OPERATING CDN°,nDI, Windsor , Colorado 80550 / . - •- I I, '1I uANTENNrE Of SUPT SHOULD E PR°KmL NOT R( Cfl t x3PE<r bir AS SOON AS I / • ♦ I I 0 c OOOM AND PNO ERFORM NS RECESS RT IANwHOURSi[r oxxc A WORM THAT cY5[s sIJRrAc[ Fax: (970) 674-330300 3 HE&1(M C8¢RVA11ONs AND ILMNRNNKE ME NCCEs5MT TO YMIIAM SFr N I 0 `OOCYYEN° `E°"D MOB YCCK naN wSECMNs ArO caRRECTn[ YC. Un(s 4 0U n E ' � • 4-764 INTERWEST CONSULTING GROUP JuEFr IAYEAKr REPAIR G REPLACEMENT 91p1AO E OWNED UPON . . . o . . . :: • _I • • . . . . I n[ O TO .aRT `CENr`u�`NNCnUPSTREAM I Yam Or THE Er,pICrn'A+L°OY CONTROL SHALL BE a ROAM) AS • I w -► • a S A SEDIMENTS IS FPROMIATELY a Or RR HOODS OF THE SEDIMENT CONTROL LOG. / ' a,4II / I 'I S. $(&YENS CONN+ROL LQ SeX1 E EYOVCD At ME Ex0 I)r <ONS1RYCnW. If �/y "'III OSNRa[D RAGS Ca5r KTFR EUOVAI I+CY MANN E COVES° xIM +OP 501. sumo ♦ ♦ MAIL AND YULCED CR OMERME STMLIEED IN A WMNCR APPROVED B• ME LOCAL issued I JVRSOC+ICN. I Eo SCL (PIT,., mom ,.w ,PHA V ...ql. coos PLOT ypYpP PTO.M rPlrN. (pPNOP. a .jj No on u NAM. [MIMI .m ..wl . wRGp) No, Description Date • ,. . / ♦ \ SCL I LOIL cCONSNmsGLTMM A aacr`ans°'`A TO ma MI VARY SHOULD BEC°USTANDARD ED°M�EA DETAILS. 1 USR Submittal 01-10-2014 re------...—_________.-4766Th781 �L,) . .. �i 2 I � . � . � . � ti r� � � —476 I v SCL 3 ♦ 46.5 LF 15" RCP co I S . ( •% • I 4 • 4765 WITH 2—FES (SEE NOTE 1 ) i 5 // I i A No - -tnI\r 2010 Urban Drainage and Flood Control Maid SCL-5 CWA-4 L'rban Drainage and Flood Con:ml District Nmcmb.r 2010 ! . . . A i Urban Siena Drninegt Olefin Manuel Volume 3 Urban Storm Drainage Criteria Manual Volw:c 3 6 • ,� I 7 i g I , ■ 1 -. ° Vehicle Tracking Control (VTC) SM-4 LEGEND 1 10 I . • • • FINISHED FLOOR = 47 . L. . .Ltd — '`f ,,, I • , . . . • U i : Revision • t�/i _ / a ' VIC EXISTING MINOR CONTOUR . I I i T,a _ No. Description Deb I I V Y z° F001 �XXXX� EXISTING MAJOR CONTOUR 1 ■ WpM CN E / V I V - 10.0' FUTURE ROW EPS`Es a` 2 I - '- • PHYSICALLYD m ° �XXXJE� PROPOSED MINOR CONTOUR BOTH surfs) 3 ' v LJ`K"D suar°itEMER 5° FOOT ("" ) PROPOSED MAJOR CONTOUR •■ . DRAWN BY: :-• PROPOSED DIRECTION OF OVERLAND FLOW• CHECKED BY: ■ EP♦♦ERGENCY OVERFLOW SPILLWAY IM. -`�dp, # 1� . • a' (me ) PR• EL=4763.7 • ' "L J •- BASOIN DIVIDE LINEPOSED AGE SEAL: T08=4764.2 II " \\ � : • B N unt[Ss oMfRn5[ SPECIFIED 4. ROADWAY BY LOCH AA5ECTNw. uSE• 1 a a {p OJ7 . CDorEsfcAvJ�E ro PJ 2.05 0.46 II ■■r` A - 'awn ROCK A DRAINAGE BASIN ID II I A NON-norrx cfc+EYNE FARING I I EM'(EN SOL AND RICK �,- rn 0. 3 0.63 MAJOR STORM RUNOFF COEFFICIENT w ■ i SCL IRlL55 OIMERMR SPECIFIED BV LOCK INSTALL l nPV MM JYRCOCII0N, usE CDOT SECT. 1703, PASHTO DRAINAGE BASIN AREA, ACRES -�- I : I °R BELOW T� OF PAVEMENT /3 COARSE W..VEu1t L• \ p at a MINUS Roo( E- S. (LAM I II I I _ rrt T1 �'Y�L��♦' (401.,..e...ttit4.1:::;.:::-Pdtl. GV■ .•.A. , .7n��lOV�JO"Jo�i.�pP'iirJ�Si'O'O�Vw�J�J,Q4vG\Goi' I '�Ae'et Spr >so��„", R< � HON_WwtN G1°1Emlr VIC �.♦�.♦! VEHICLE TRACKING CONTROL rABRC •. a. as CONING wl))woE SECTION A v f + • II 4764 SCL �IL /I : : II -4 v rn ■ - • . . ,1 I _ Ill CWA CONCRETE WASHOUT AREA • m • - ///I_��\\ J / i 1 ' -, / V N. •r •• I III I ' VEC - 1 . AGGREGATE VEHICLE TRACKING CONTROL ea "r 1 SF SILT FENCE . ' \‘‘ Yp� Ia % COPYRIGHT: 11:),dLr' , 27.5 LF 15" RCP T VAUGHT FRYE LARSON ARCHITECTS, INC, / November_OIO Urban Drainage and Flood Con:ml UullicL VTCJ $(x 1 SEDIMENT CONTROL LOG THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR • ' . •■ • I IV �.'� . 11 WITH FES (SEE NOTE 1 ) Urban Storm Drainage Cziteria Manual Volume 3 J COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VELA LEACH FIELD O� S IJ �' SCL 7 EMI I • -4 . ■' 20.0' NORM WELD WATER ESMT ROW �� DRAINAGE AND `� WATER QUALITY LTC DETENTION POND I ' I, EROSION CONTROL • ■ i WQCV-0.05 AC-FT O 4762.1 NOTES: .. : . ' • 100-YR DETENTION VOL■0.34 AC-FT 0 4763.5 PLAN 100-YR RELEASE RATEa1 .2 CFS 1 . FLARED END SECTIONS TO HAVE 8" MIN . THICKNESS CONCRETE CUTOFF WALL, 18" DEEP AND 12" EITHER SIDE OF FLARED END SECTION . a,6k , 2. THE CONTRACTOR SHALL OBTAIN AND STAY CONTINUOUSLY IN COMPLIANCE WITH A STATE OF / S I COLORADO STORMWATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITIES (AND ALL DRAWING NUMBER: ....----14 ........‹.,.....-1.1 APPLICABLE PERMITS) . THIS INCLUDES THE CREATION AND MAINTENANCE OF A STORMWATER ON MANAGEMENT PLAN FOR THE SITE. ADDITIONAL EROSION CONTROL AND POLLUTION CONTROL C 2 _.„........- ....<........ k 4 MEASURES MAY BE REQUIRED AND MUST BE PROPERLY DOCUMENTED. DASHED LINE INDICATES COVERED EXTERIOR AREA 1,800 SF I _ I a I I I I I PROPOSED II SHOP -Hr ,550 SF r _ _ _ _ J I I I I I I I I I I 01 a _ a 1 I I I I I I I I I I I I I PROPOSED I OFFICE 10 ,850 SF I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PLAN- SQUARE FOOTAGE T\ffTI /\N BILL BARRETT FIELD Project number 2013-100 VAUGHT FRYE LARSON ithitects OFFICE Date 04/03/14 Drawn By BBE Al . 4 401 West Mountain Avenue Suite 100 Fort Collins, CO 80521 ph: 970.224.1191 www.theartofconstruction.com Checked by JCL Scale 1 " = 20'-0" Hello