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A rr • :r • t t • • .. r ,. •, • J. • illit•i l' el' ‘• • • 1' II to T • •-' - . .7:i. . tali . • fradrinifossawkes• - t! ‘ I • - .4 -, ,..:..:, ?ed:... el 4 . * ' • • r��1 .. •r el ................4c • r der .#;., 4 ' t • 1I IA .,. ` • i SI - .• • WCR 16 FREDERICK Closest Residence TWO R IPSAR\PITH ORAVGP ` 1 Iali7zVr•.1.781DD tan ICBM O 0 • / 1 N fliar t. 1 m4 re 1it l I /i _. .,.: _4.�r�.�.�.��.�.� .�� •` r r r V I / _- / s ,,,,et / f 0lRIf11011 '010 / e' _ "j�: : l .st::id- /// Y • , i a / . .„ , / 4 / ,c-vitrgA 1 41 I._--....))/ ,_ _ __, / It oar / .,..„ _- I / / , - - - - - - - - - r / 1,� L L 4.1 r % % e / .CI / / / / / i. ,, S CeecceecceCceeeeCieCeeeee C ‘Ceeeeee<" L --11-- ... ."- / t.- - , .... •-- 1 / / // i , / I _6„-- / / • / / I .'• <f — �... — — — — erg' — — — — — — — — ... / _1 I �.r<•r<s<ACC<� t<�<�<�C�'e<'ai cerer<" C .CCCCCCCCr r CCC = -V , M`'--; / / \�♦ \ \ %;‘)% \ \ \ \ \ \ \ ♦ \ \ \ \ ♦ \ \ \ ♦ \ \ \ \ /, \ \ ♦ \ \ \ \/ • ._=— / / J in ode'^+ AlL -MS -!- _ \\N\jeill--.-\ \ )41.... v-r : 1_ nJ ,fir. ., — ' \ \ \ • \ \ ♦ /a \ ♦ \ \ ♦ \ ��p[Dn \ \ \ \ \ ♦ \ '12 I . \ . � / WA \ \ \ \ \ \ ♦ \ \ \ *W '\ \ \ _ . \ \ \ \ \ \ /4 Its NSW. .99 WWI 'xts \—ItEW EA. TO VEST OF `r^ w MIONOSID MONO 1 OAS riEll.? -~`' 'x , eV —` I I x l / lig If I I _ pr.. 1 i am; CC -gUEDI ' I /I O �f sT. r /1 I £y, LOTA 1:14.7..e.,, Gi'REr7IE r 4 Pali 1 I I r Site Plan ew f USE BY SPECIAL REVIEW USR No . 15 - 00 1 1 ��giNG� ��1S 0 W�� t W LOT B OF RECORDED EXEMPTION No . 1311 -28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , �� . ® w TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO � 0 DEVELOPMENT STANDARDS (COVER SHEET) WELD COUNTY'S RIGHT TO FARM y@� �_ yw z //7s coy' r The Site Specific Development Plan and Use by Special Review Permit, USR15-0019, is for a Kennel (up Weld County is one of the most productive agricultural counties in the United States, typically j 35 dogs) in the A (Agricultural) Zone District, subject to the Development Standards stated hereon. INDEX TO DRAWINGS ranking in the top ten counties in the country in total market value of agricultural products "�I ce sold. The rural areas of Weld County may be open and spacious, but they are intensively used i- D SHEET DESCRIPTION for agriculture. Persons moving into a rural area must recognize and accept there are V v) 2. pproval of this plan may create a vested property right pursuant to Section 23-8-10 of the Weld my 9 � 9 P de. drawbacks, including conflicts with long—standing agricultural practices and a lower level of 0 1 COVER SHEET services than in town. Along with the drawbacks come the incentives which attract urban ro o z ® 2 EXISTING SITE CONDITIONS dwellers to relocate to rural areas: open views, spaciousness, wildlife, lack of city noise and ✓`1 co 3. Al igns shall adhere to Chapter 23, Article IV, Division 2 and Appendices 23—C, 23—D, and 23— of the81 P P = co 3 PHASING & PROPOSED SITE congestion, and the rural atmosphere and way of life. Without neighboring farms, those o Wel ounty Code. 9 P 9 9 7 ^ m 4 GRADING & DRAINAGE PLAN features which attract urban dwellers to rural Weld County would quickly be gone forever. C (�� m 4. Thirty ve (35) is the maximum number of dogs. Dogs over the age of six (6) months ar ounted 5 STORM WATER MANAGEMENT PLAN `� `�) O O 6 STORM WATER MANAGEMENT PLAN DETAILS Agricultural users of the land should not be expected to change their long—established ¢> ° o CD towards e maximum number described above in accordance with Section 23—i -90 of the Id County 7 g P g g— r,p z Code. Know what's below. 8 LANDSCAPE I PLAN agrLSicultural practices to accommodate the intrusions of urban users into a rural area. Well—run "1 L —°o o agricultural activities will generate off—site impacts, including noise from tractors and (� > or') La 5. Dogs shall kept indoors between 10:00p.m and 6:00 a.m. equipment; slow—moving farm vehicles on rural roads; dust from animal pens, field work, q "� w P Call before you dig. harvest and gravel roads; odor from animal confinement, silage and manure; smoke from ditch `I� 0 c o 6. Animal Feed wastes, bedding, debris and other organic wastes shall be disposed so that vermin burning; flies and mosquitoes; hunting and trapping activities; shooting sports, legal hazing of �I M �° v z infestation, odo disease hazards, and nuisances are minimized. Such wastes shall e removed, at least I nuisance wildlife; and the use of pesticides and fertilizers in the fields, including the use of w weekly, from the cility and disposed of by a commercial hauler. aerial spraying. It is common practice for agricultural producers to utilize an accumulation of \ J agricultural machinery and supplies to assist in their agricultural operations. A concentration of 7. All liquid and solid astes (as defined in the Solid Wastes Disposal Sites and Fa ities Act, Section miscellaneous agricultural materials often produces a visual disparity between rural and urban 30-20-100.5, C.R.S.) Shall be stored and removed for final disposal in a ma r that protects against 0 O 28 areas of the County. Section 35-3.5-102, C.R.S., provides that an agricultural operation shall surface and groundwa contamination. not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance employs methods or practices that are commonly or reasonably associated with 8. No permanent disposal wastes shall be permitted at this site. This is n meant to include those wastes " " agricultural production. FIRESTONE BOUNDARY, specifically excluded from e definition of a solid waste in the Solid Wast Disposal Sites and Facilities Act, [ 1 I Section 30-20-100.5, C.R. �� Water has been, and continues to be, the lifeline for the agricultural community. It is unrealistic to assume that ditches and reservoirs may simply be moved "out of the way" of 9 Waste materials shall be han stored, and disposed of in a manner hich controls fugitive dust, fugitive % 27 O residential development. When moving to the County, property owners and residents must realize particulate emissions, blowing ris, and other potential nuisance con ions. The applicant shall operate in / they cannot take water from irrigation ditches, lakes or other structures, unless they have an accordance with the accepted W e Handling Plan with Chapter 14, icle 1 of the Weld County Code. / adjudicated right to the water. 10. Fugitive dust should attempt to be nfined on the property. Use on the property should comply with the SEC , 29 r Weld County covers a land area of approximately four thousand (4,000) square miles in size Colorado Air Quality Commission's ai uality regulations. / 26 SECS 28 (twice the size of the State of Delaware) with more than three thousand seven hundred (3,700) / ` miles of state and County roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to complaints O i. 11 . This facility shall adhere to the maxim permissible noise le s allowed in the non—specified Zone District, Z as delineated in Section 14-9-30, of th Weld County Code. / more than on patrols of the County, and the distances which must be traveled may delay all 3 F o1 emergency responses, including law enforcement, ambulance and fire. Fire protection is usually • i cJ I 12. Adequate drinking, hand washing and toile acilities shall provided for employees and patrons of the provided by volunteers who must leave their Jobs and families to respond to emergencies. F facility, at all times. The facility shall utili the existing ublic water supply. % 3O County gravel roads, no matter how often they are bladed, will not provide the same kind of o 0 0 surface expected from a paved road. Snow removal priorities mean that roads from . 1 a a 13. The applicant shall comply with the Colorado artme of Agriculture (CDA), Division of animal Industry subdivisions to arterials may not be cleared for several days after a major snowstorm. Services } 6 in rural areas, in many cases, will not be equivalent to municipal services. Rural dwellers m } m regulations. / m must, by necessity, be more self—sufficient than urban dwellers. People are exposed to } 14. Sewage disposal for the facility shall be by septic stem. Any septic system located on the property must / SITE different hazards in the County than in an urban or suburban setting. Farm equipment and oil w 0° ,o,, w a 9 P P P Y P P Y / Z y a field equipment, ponds and irrigation ditches, electrical power for pumps and center pivot c� o comply with all provisions of the Weld County Cod ertaining to On—site Waste—water Treatment System / Z3 22 3 m Zq operations, high—speed traffic, sand burs, puncture vines, territorial farm dogs and livestock v1 a w w (O.W.T.S). and open burning present real threats. Controlling children's activities is important, not only for o o o w 15. The operation shall comply with all applicabl ules a regulations of state and federal agencies and the v their safety, but also for the protection of the farmer's livelihood. ` J Weld County Code. %O4 3 25 21 16. Sources of light shall be shielded so tha ight rays will shine directly onto adjacent properties where __J W.C.R. #16 e 1 F• F r F• ` such would cause a nuisance or interfer with the use on adjacent properties in accordance with the 15 a i i i i plan. Neither the direct, no reflected, ht from any light s rce may create a traffic hazard to 2C/6c? operations of motor vehicles on publi r private streets. No lored lights may be used which may be O LEGAL DESCRIPTION confused with, or construed as, traf control devices. �/ �g 20 Lot B of Recorded Exemption No. 1311-28-3 RE-3428 as recorded at Reception No. 3071163 / dated 10 June, 2003 in the office of the Weld County Clerk and Recorder, being a part of the 17. Should noxious weeds exist on th property, or become establishe as a result of the proposed Southwest Quarter (SW. 1/4) of Section 28, Township 2 North, Range 67 West of the 6th development, the applicant/land ner shall be responsible for con Iling the noxious weeds, pursuant to % Principal Meridian, County of Weld, State of Colorado. Chapter 15, Articles I and II, o he Weld County Code. / 3 18. The historical flow patterns runoff amounts will be maintained on e site. °1 9 o o m s m l 19. Weld County is not respon le for the maintenance of on—site drainage ated features. / Z .> ti / 19 PROPERTY OWNERS' CERTIFICATE 20. Building permits may b equired, per Section 29-3-10 of the Weld County ode. Currently, the following N •o �_ c have been adopted by d County: 2012 International Codes, 2006 Internatio Energy Code, and 2011 % The undersigned major property owners) do hereby agree to the Site Specific Development Plan m i' c = d National Electrical Cod A Building Permit Application must be completed and (2) complete sets of / �j 32 and Use by Special Review Development Standards as described hereon this ____ day of o a engineered plans bea g the wet tamp of apColorado registered architect or en must besubmitted / SEC . SEC. 33 2016. w £ for review. A Geote nical Engineering Report performed by a Colorado registered gineer shall be required / co or an Open Hole I ection. 16 --------- -------- / 10 21. The property o er or operator shall be responsible for complying with the Design a Operation Standards % 11 17 18 Signature Signature of Chapter 23 the Weld County Code. Cm N O co 22. Necessary sonnet from the Weld County Departments of Planning Services, Public Wor and Public % 13 0 Health and vironment shall be granted access onto the property at any reasonable time i order to ensure o co im c the activiti carried out on the property comply with the Conditions of Approval and Develop ent Standards / j 14 stated h n and all applicable Weld County regulations. ////////////// /////// * � , 7////////////// //////// ` z — N M l FRED ERICK B OU NDARY 23. The e by Special Review area shall be limited to the plans shown hereon and governed by t foregoing stand ds and all applicable Weld County regulations. Substantial changes from the plans or Dev pment c 1 Sta rds, as shown or stated, shall require the approval of an amendment of the Permit by the Id o s Co y Board of County Commissioners before such changes from the plans or Development Standar are ct N- p fitted. Any other changes shall be filed in the office of the Department of Planning Services. VICINITY MAP o t° 0 IY 24 he property owner or operator shall be responsible for complying with all the foregoing Development 1"=600' 0 Standards. Noncompliance with any of the foregoing development Standards may be reason for revocatio ZONING = AGRICULTURAL (AG) Z of the Permit by the Board of County Commissioners. SURVEYOR'S NOTES: I N PROPERTY OWNERS WITHIN 1 /2 MILE RADIUS O PLANNING COMMISSION CERTIFICATE 1 CAMENISCH CHARITABLE REMAINDER 131129000011 15 PUBLIC SERVICE CO OF COLORADO 131133000007 1) All references to books, pages, maps and reception numbers are public documents on file0 F- ix N ANNUITY TRUST at the Clerk and Recorders Office of Weld County, State of Colorado unless stated otherwise. I W U This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the 16 TOWN OF FIRESTONE 131133200056 • Board of County Commissioners, Weld County, Colorado, for its confirmation ,approval and adoption this Site 2 CAMENISCH CHARITABLE REMAINDER 131129100013 2) NOTICE: According to Colorado law, you must commence any legal action based upon any in t w Specific Development Plan and Use By Special Review as shown and described thereon this ____ day of ANNUITY TRUST 17 TOWN of FIRESTONE 131133200055 defect in this survey within three years after you first discovered such defect. In no event may N" V N 2015. any action based upon any defect in this survey be commenced more than ten years from the CC 3 DAVID MALLORY 131129000031 18 IHEARTMEDIA TOWER CO I LLC 131133200057 date of the certification shown hereon (13-80-105 C.R.S.). Alles Taylor & Duke, LLC and/or • Li to 0 4 DAVID MALLORY 131129000032 19 RICHLAND TOWERS DENVER NORTH LLC 131133200053 Scott L. Ducommun will not be liable for more than the cost of this survey and then only to 0 > Ch- air, Weld County Planning Commission the Client specifically shown hereon or in our file by signed authorization. Acceptance and/or Z 0 \ 5 CAMENISCH CHARITABLE REMAINDER 131129000011 20 JOHN P. & CHRISTINE E. HEFFERN 131133100052 0 *- ANNUITY TRUST use of this instrument for any purpose constitutes agreement by the client to all terms stated CK BOARD OF COUNTY COMMISSIONERS CERTIFICATION 21 LAWRENCE RICHMEIR & KIMBERLY RICHMEIER 131128000044 hereon. iC U i 6 HOWARD L. ANDRE 131132000031 This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and o N Y 22 MARVIN J. TEVELDE FAMILY TRUST & t3tt2800002t 3) BASIS OF BEARINGS: The Bearing of NORTH 00°03 21 EAST between the Southwest Corner Lu adopt this Site Specific Development Plan and Use By Special Review and Development Standards as shown and 7 BRETT R. SMITH & CAROL SWEET 131132000032 SANDRA M. TEVELDE FAMILY TRUST of Section 28 (monumented with a 2 1/2" aluminum cap stamped L.S. 31169 on a #6 rebar) 3 r described thereon this _ ___ day of 2016. 8 FARMERS RESERVOIR & IRRIGATION CO 131132000034 23 WAYNE D. & MARY L. LOCKWOOD 131128000027 and the West Quarter corner of Section 28 (monumented with a 2 1/2" aluminum cap w0 ---- 9 JAMES A. & BEVERLY J. BRUNEMEIER 131132100023 24 MIGUEL LEDEZMA CARVEO Sc 131128000033 stamped L.S. 34305 on a #6 rebar) is assumed. O Ch- air, Board of County Commissioners MARIE LILIA HERNANDEZ k 10 JAMES A. & BEVERLY J. BRUNEMEIER 131132100025 4) All known easements and/or rights—of—way, have been shown on this plat. The easements z I- 25 HANS & WILLIAM WIMMER 131128300055 and or rights—of—way which are shown hereon may not be complete, are based on general O d ATTEST: 11 CENTRAL WELD COUNTY WATER DISTRICT 131132100024 information, and are to be used only in this context. \ V J 26 BUSKER DAIRY 131128300051 12 TOWN OF FREDERICK 131132000021 Weld County Clerk to the Board 27 MARVIN J. TEVELDE FAMILY TRUST & 131128000054 5) Benchmark designation is CLEVELAND per NGS Datum (NAVD 88) located 2300 feet South 13 NELSON CARL A-1/2 INT., CENTRAL WELD 131132000013 SANDRA M. TEVELDE FAMILY TRUST from the Southwest corner of Weld County Road 17 and Weld County Road No. 16. The BY: __ ___ ___ ___ ___ Dated: COUNTY WATER DISTRICT, & LILLIAN PERRINE Benchmark is a disk set in top of a metal pipe and the published elevation of said 28 MARVIN J. TEVELDE FAMILY TRUST & 131128000053 Benchmark is 5,107.3 feet. Deputy Clerk to the Board 14 ZANE NELSON & PATRICIA HUNZIKER 131132100022 SANDRA M. TEVELDE FAMILY TRUST o ro o 1 L SOIL CLASSIFICATIONS OVER ENTIRE PARCEL II o OBTAINED FROM WEB SOIL SURVEY/NATIONAL COOPERATIVE SOIL SURVEY CORROSION OF DWELLING W/O DWELLING WITH SMALL COMMERCIAL SEPTIC TANK PRIME FARM LOCAL ROAD & UNPAVED ROADS w MAP SYMBOL SOIL NAME SOIL TEXTURE SHALLOW EXCAVATIONS CONCRETE BASEMENTS BASEMENTS BUILDINGS ABSORPTION FIELDS LAND (IF IRRIGATED) STREETS & LOCAL STREETS v co 47 ONLY 1%-3% SLOPES FINE SANDY LOAM LOW SOMEWHAT LIMITED NOT LIMITED NOT LIMITED NOT LIMITED SOMEWHAT LIMITED YES NOT LIMITED SOMEWHAT LIMITED N 1/4 / USE BY SPECIAL REVIEW USR No . 15 - 00tn „oil 4'O/ U_ ,,,yLOT B OF RECORDED EXEMPTION No . 1311 - 28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , w W tn TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO \3 < �- (EXISTING SITE) - 1500' ; S 7cp,'C s co, W (CONDITIONS) ix 1500' - --- \ N W. 1/4 COR SEC. 28, FD. 2.5' AL. CAP ® `vl N oSTAMPED LS#24305 ON#6 REBAR Zt0. : 20 WFOUND#5 REBAR WITH ORANGE 1 o0 PLASTIC CAP LS#23957 S 00°22'11" Go ` �I p 'o D o W, 4.78'(DID NOT ACCEPT) a c O Z 0' 60' 120' I40' r� -c o O E .O' ►.�] cz IA U M W ,�` i�`l1 m .-. Z 5051' 5052' 5053' 10,4, 505-5' M W o ,f 051)' N 89°56'02" E 1334.66' 5(31Che x SCALE 1"—60' 0 o o- - ��o N c M w .�i W x " oM So5�- LINEAL UNITS STATEMENT v ph$ 3 5059' All lineal distances are measured 0a ` �o N ry o : in feet and decimal feet units. o ,a. [ I O v 505 T O O X O / 1 x O O 3 z i— = N U I 4115x i 6 H J i 3 Cl vi o LEGEND m i- m 2 5o55' •= FOUND #5 REBAR WITH NO CAP w 0° W w a (UNLESS" OTHERWISE DESCRIBED) z z x a ±= SECTION CORNER AS DESCRIBED U CO W W W 2 w O 0 0 5056 ,= QUARTER CORNER AS DESCRIBED L. )��'' 0= EXISTING POWER POLE f 5n57 • XX.XX'= EXISTING SPOT ELEVATIONS x 1 1 1 1 L. N o soil, $ XX.XX'= PROPOSED SPOT ELEVATIONS Li ONE-()HE- = EXISTING OVERHEAD ELECTRIC LINE W w o r — = PROPOSED FLOW LINE p o EXISTING DIRT AND — = EXISTING FLOW LINE RIP-RAP .-. M 5056 STOCKPILES - - - - = ROW 3 H S - = SECTION LINE '5 ,;ry m < il Q' N OS7. - = EXISTING CONTOURS z o m m (I) IIIW :C11- ca 50 �� X X X = EXISTING PROPOSED CONTOURS ri N Cr m CC m w RI o- `°W0 So591 �' - `° o -o c D O M co o.J. H 150.0,5(160' 'Z W m L C c m 060 v) CD CHICKEN COOP N ? _ . CONTOUR INTERVAL = 1 FOOT IX 0 i;= N CD= W Z x I SWINGSET (7 W 8 .-.—_. s061' 5002' 5001' soc,4' ;4G'' °�/�� U p 5og, n5 W 5°59' 1 MOBILE HOME / SIGNAGE NOTE: Z HOUSE ��• No on—site sinage is to be used or installed, without the proper building (/ �� '`� SII6� permits per Weld County Code. GI N F-,Cf1 /\ O --- STORAGE SHEDS ®. �" N M o /4 1 � r� SP-0000190 co m \ Cl' " 1/4 D N a it tom .- Z M w x R , I 5058' 3o—am am—ao— LI CONCRETE DITCH 062 STAES I NLEY STORAGE SHEDS ` le O 5058' 0 ›- / „,14 CONCRETE SILO 1 STEEL GRAIN SILO O N E J �g LOADING RAMP LOT OF RE-705 30. JS l/7 ± --- 30.00' 3,5-�� NOI A PAR-1) z V IO N Cl I` Q (/7 1= 6 O o ix co Z b I Z U c4 a o L o w C..) .:c' en r N APPROXIMATE CENTERLINE w o OF THE STANLEY DITCH W od (65'ROW) o ( O rriZ IZ n N o cn Q X w w FOUND #5 KEBAB W 2 WITH ILLEGIBLE u` ~ O L_ YELLOW PLASTIC CAP } O F N 90°00'00"W 755.07' r IX a 1 0 0 , o - LOT A t OF RE-3428 `^ (NOT A PART) W.C.R. No. 16 (60'R.O.W.) SW. COR. SEC 28, FD. 2.5"AL. CAP S. 81", ® b ro STAMPED LS#31169 ON #6 REBAR 30.00' 1/4 COR. SEC. 28 FD. 2" AL. CAP STAMPED LS ILLEGIBLE ON #6 REBAR II 0 S 89°59'46"E 2617.02' -- - - - SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' Cl • Know what's below. a W Call before you dig. in N t et N c IN USE BY SPECIAL REVIEW USR No . 15 - OO el ^ st > LOT B OF RECORDED EXEMPTION No . 1311 - 28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , cx, i H y ,� cx V) TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO �: ( PROPOSED SITE & ; 150.0' •- TIII��s cO w PHASING) - 1500' o cn N W. 1/4 COR SEC. 28, FD. 2.5" AL. CAP oN STAMPED LS#24305 ON#6 REBAR �I ` Z IIy C IJ '4 O 00 *;FOUND#5 REBAR WITH ORANGE 1 , 4$ " o c° PLASTIC CAP LS#23957 S 00022'11" ,,ro `- � m a �o 1 u -W, 4.78'(DID NOT ACCEPT) .o 0' o of Z 0' 60' 120' 180' 1 c in Ci o o E El Lu to Ls' I °N89 56'02" E133466' SCALEI"=60'I — - — —_- - ‘. Fsi zIII : i -i W Z LLI x - 46.7' O •'' � 46.4' � ,)II‘- —x- x x -� ''s..� �� r' o' - LINEAL UNITS STATEMENT o¢ ` l - { r r ,' / - sc; . All lineal distances are measured i iL i� ' 0,11 30_8 20, 0 20— 8 0,3 ^ x in feet and decimal feet units. ` / .o0 .•S' .`1� b0�119 b0-129 30,5 40-661 h0�2 / [ I 159.0'X 80.0' i A0-1' 50,1 0,10 / FUTURE BUILDING �`1O i 1 0 0,1 b0 , 5 / € BLOCK 6 �'s� � , b0� 5 / LEGEND go �� •= FOUND #5 REBAR WITH NO CAP R20 0' i bpi 40,115 (UNLESS' OTHERWISE DESCRIBED) 631.6 i �, o ��°� += SECTION CORNER AS DESCRIBED n O..' rn �-- 1 �F 2 q 1 11 s. 0`>'O�o� ` ., �O• iro• tO� BLOCK 5 / 1.2 lib 20-6 °s4, / += QUARTER CORNER AS DESCRIBED ,' �yol�o N / M. i Qo / / So co �0 ,--/ 40-120 X= EXISTING POWER POLE h� / b p o 60 4 XX.XX'= EXISTING SPOT ELEVATIONS � a50.T `5�_� 1N 5 v a - 11l 40_60 50-45(3 4- XX.XX'= PROPOSED SPOT ELEVATIONS . Nr 0 �O �p� vs- TrO� AO x'� ASE � TrpN 3Q-1 oxe—OH(— = EXISTING OVERHEAD ELECTRIC LINE o 17 0 N 8p , 9p 'p BLOCK 4 2 _.._.._..- = PROPOSED FLOW LINE a o O 2770 CY GRAVEL 0e �, 5:PHASE 1 = EXISTING FLOW LINE m co OD 4075 CY GRAVEL 5 — — = Row o m W o �, /` .` / 40'5 = SECTION LINE z z Y a ct 70 CNI VO �'0 A�\ BLOCK 3't �O� to 20- rn ¢ w o W — - EXISTING CONTOURS of O� �, !O ?p do Ap SD �� — w o x w 0'H 1 � v v v >w �i�*�� - - - — - N_ A = PROPOSED CONTOURS o G�1 0 50,121 50 X >< X = EXISTING FENCE ` l \O - 405 50, _ - - = PHASING LINE ' ��ti So So/ 9 N SO Sp A 20,2 1 Sos et)♦ Ap So `� `y T� P. PHASING •� • O� CONTOUR INTERVAL = 1 FOOT N 4) - ?p �,� v, NA O ` CI)V/ERT BLOCK 2 �O i�OV *\ Ix, o 0' _ / I SIGNAGE NOTE: C.jW = No on—site sinage is to be used or installed, without the proper building I w W ' I O_44 permits per Weld County Code. O - 108?' 1 Sp S Sp JS 3�O� SOSO, BLOCK1I H A S ES 0-2 p p` \, O Ad D USE AREAP Sv GRAVE LAN STAI S>,G.� 1 LAND Sq.Ft.) cV Rh NG q A I°` RECYCLED ASPHALT 235,007 (n c 3 3 3 ct W in SDETAILEE THS \ �4/ � o BUILDINGS/CONCRETE 239,687 o a m a m m • w N o v z i LANDSCAPING 132,456 a c .-� M SHEET to ti In t ce (k w 4/ O O M € o _I o iso-a z TOTAL PROP. SITE 607,150 �'' m L c °c m dx o o �` a ^ o 0 o a I- - NOT IN PROP. 381,326 is a iZ a DEVELOPMENT E Gq H Z w N ati� TOTAL SITE 988,476 o w0 tn..w —I ."/ / W Z I~ _ W ' " ADA • ,n ,r7 'n co 0'ci) I" SP-00001 90 `� - PARKING o o / 1 I—� SIGN — oo rn a sa / x xft x , _ ^ M / 0 3H0-311D—3H0—3H0— u CONCRETE DITCH STANLEY I 3.0' 4, I k- 6.0' --I 1 e o / I / I I I _ o = Ayo / 0.75' Ce i O CO r LOT A / oo / ti OF RF-705 3p-oo' - �soo' (NO"I A PART) Z o o / I---. I Z CV cr,c I, 65.00' / 18.0• I V1 �_I---. / Q = 23 Q' co CV R° _ o _ LEGEND / W (58 M � APPROXIMATE CENTERLINE 6 — 20' STALLS PAN0Np r i— co u_ o OF THE STANLEY DITCH 30' ' (65'ROW> 1 1 - STALLS 9'°' s.o' 9•° -' o N o M 181 - 40' STALLS z 1 54 - 50' STALLS PARKING DETAILS CL Ix 01 1 - 60' STALLS NOTE: V) 0 o 0 • NOT DRAWN TO SCALE. 'Al - 90' STALLS _ FOUND#5 REBAR • ADA PARKING STALL TO BE HARD .� i- WITH ILLEGIBLE 1 - 100' STALLS SURFACE ASPHALT OR CONCRETE O li YELLOW PLASTIC CAP 2 -• 1 1 0' STALLS o z I- N 90°00'00"W 755.07' 8 - 120' STALLS r PROPOSED FUTURE BUILDING 1 o ci-1 o - LOT A OF RF-3428 `^ (NOT A PART) W.C.R. No. 16 T (60'R.O.W.) SW. COR. SEC 28, FD. 2.5"AL. CAP S. 1/4 COR. SEC. 28 FD. 2" AL. CAP o STAMPED LS#31169 ON #6 REBAR 30.00' ' STAMPED LS ILLEGIBLE ON #6 REBAR ` Co. II O S 89°59'46" E 2617.02' I _,. 0' SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' ± `° • I Know what's below. Ili Call before you dig. 0 l USE BY SPECIAL REVIEW USR No . 15 - 00 W` E¢tNGA N�j U at LOT B OF RECORDED EXEMPTION No . 1311 - 28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , w W tn TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO < �- (GRADING & DRAINAGE PLAN) _ - 150.0' 7 I 7��s c,oO5°v W GAS I (1aIX _ 150.0' - (/7 W. 1/4 COR SEC. 28, FD. 2.5" AL. CAP 14 Z o °� STAMPED LS#24305 ON#6 REBAR m o o \ STANK BATTERIES ) _ M to Q 60 FOUND#5 REBAR WITH ORANGE TANK BATTERIES N , 1 / k LI-le O O m °d — �I o o PLASTIC CAP LS#23957 S 00°22'11" + ro / P a o Z 8 1O 0 I g W,4.78'(DID NOT ACCEPT) -�_ o• o o TURF REINFORCEMENT MAT 1 1� s o o CY ❑ INSTALL ON 4:1 SLOPE(10'x35') � 056 0' 60' 120' /80' W MUM W SO 5050' 5051' 5052' 5053' 5054' --5055'- - 5056' h 6 o c o Z !8. 89°56'0 " E 1334.66' o o C9 + # ,2OO SCALE I"=60' M w o� Z .r f2 - / s - �1 W y 4 � � 4 - / '�� 5058 % 4 4 - - 4- 4. n-I s s s s s s s s o -- LINEAL UNITS STATEMENT A. - / 2 ,i 7 R F s' s s s OVERFLOW WEIR--_____ _ Ii '- 5. 4.25LF IS"cMPL 10(1 v� �s 4h� o a 2 cs o 6s - "�' 3 5059' All lineal distances are measured SEE DETAIL SHEET o l"_ F INV IN 5047.40' F s!y o o i• in feet and decimal feet units. INV OUT 5044.15' So / $ kk DETENTION POND 100YR. ELE. = 5050.0' o o / °� RIPRAP PROTECTION IC OUTLET STRUCTURE , SEE DETAIL SHEET O - 159.0' X80.0' r / v h SEE REPORT FOR SIZING 5052' s ho FUT BUILDING 6, / TURF REINFORCEMENT MAT /�- INSTALL ON 4:1 SLOPE(30'x20') o _ / ° SI x LP1 '�.• J tr� 7 TIME OICONCENTR ION,/ [ I o O '6' ./ HISTO C / h ' fisto s �.7 j` #mss # / h 1 /` l 1 sa SG 'VP/O �`si 7 Q N 1 4( r 5052 �2u 6 w d o ! .� _ .2 - o Soso,o 5, ,, P - SSE 2 � � � a " oz WO 5 CY GRAVEL >.: " �s PHASE ' 505' 5� T[ME OF CONCENTRATION `&/ CO r } 50 DEVLEL OP m � • � ®5', *sF 4075 CY GRAVEL -, 5055' z z Y Q W I- N tip'21ma 505:2' * '° SIGNAGE NOTE: �,.wH ` d >w p5S % '3 5056' No on—site sinage is to be used or installed, without the proper building s 4s 5 ! permits per Weld County Code. 8083, o �/ LEGEND 1- 1- •1= 1= 9 0_ 0 I . PHASING 5057' 5'S/ �� •= FOUND #5 REBAR WITH NO CAP a CC o SpS4 4 CULVERT - - 5° �� (UNLESS" OTHERWISE DESCRIBED) U ,t/ \ s s += SECTION CORNER AS DESCRIBED TEMPORARY CULVERT 5056 6; Wig 1 15:' s s J \ SOSJsR — V� 6 O g p - "9 = QUARTER CORNER AS DESCRIBED C7 M So56, 1 _ OFFICE s° PHA . 0= EXISTING POWER POLE m — H 6 J _ /STORE o 2 GRAVEL 5059' PG W N 505 STA DIM.TBD i. A <S N c 2 e. ac XX.XX'= EXISTING SPOT ELEVATIONS jet I's g XX.XX'= PROPOSED SPOT ELEVATIONS p _a m 'm m N filH W M ° 0 ti -s 5058'— 5059' ■ tfi� on[ ONE— = EXISTING OVERHEAD ELECTRIC LINE N u m - a 4, rI °, W co z 5059' o SJ bV > rn m O O �n o w o_ NLW STA. IU WLST OF so.o5060' oon — —""— = PROPOSED FLOW LINE o L c °c m cn to oo ° o - PROPOSED BUILDING E` N E` °' W o N < a Oho 3 — — = EXISTING FLOW LINE E H O - o � � so j 5 �C = ROW a 01 Z ° w ~ a 5062' 5061' 5063' 5064' 5061' '�� a 51 vw 5059 L �v J ------ = SECTION LINE W t 5059' `J I \ / - - z = EXISTING CONTOURS 1 ;r, 5062' - PROPOSED CONTOURS m N m ,n co / - X X X = EXISTING FENCE o° 3 W SP-'0000190 \ \ a, ,- N / -I -- , % = PHASING LINE c °4c, / A i1/4a z - N M d o 5058' 3Ho 3no 3H0-3X0 �., _ CONTOUR INTERVAL = 1 FOOT �, CONCRETE DITCH 5065' STANLEY e a 31 o o /: 5058' r J IX r•- 4) O CO O ,�r° `. LOT A ^ U 3'5:°°' p / OF RE-705 Z Z ▪ °� 3400: o°' (NOT A PART) I J N v'T 65.00' I EL r Q La N o I Q U z0 Z � oM r r' N U� APPROXIMATE CENTERLINE ti 0 U- cO OF THE STANLEY DITCH t O (65'ROW) 0 a$ 1— v M Z Z IX Q (-) i in Q p fn D ct 3 x C' l— FOUND#5 REBAR �'' u_O WITH ILLEGIBLE YELLOW PLASTIC CAP y O F I— • Z IX N 90°00'00"W 755.07' 0 C o LOT A ( .7., OF RE-3428 P "' (NOT A PART) 81,1 W.C.R. No. 16 !!� O r (60' R.O.W.) o ro SW. COR. SEC 28, FD. 2.5"AL. CAP S. 1/4 COR. SEC. 28 FD. 2" AL. CAP � STAMPED LS#31 169 ON#6 REBAR 30.00' STAMPED LS ILLEGIBLE ON #6 REBAR -) , Know what's below. :11 O S 89°59'46"E 2617.02' Vail before v SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' you dig. I;i -I W • U 2 In N / ` USE BY SPECIAL REVIEW USR No . 15 - 00 W� �¢vN�� poi'Pt 0 LOT B OF RECORDED EXEMPTION No . 1311 - 28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , �� >~ N TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO y F. CD (STORM WATER MANAGEMENT PLAN SWMP) 7 y �5 W _ Ct > a 150.0' N ad W. 1/4 COR SEC. 28,FD.2.5" AL. CAP I N STAMPED LS# 24305 ON #6 REBAR Z o Lo i � � " co O FOUND#5 REBAR WITH ORANGE PLASTIC CAP LS#23957 S 00°22'11" so ` '�I^ d -°o o 5 � oN) 0 W,4.78'(DID NOT ACCEPT) 00 I [ RI RI.INF( )0 ( ' V1!:;S 1 , i L j'� Q p Z INH M 1 rrN ) 'I i ' . 't\ `+ 1 O O E O 5051' LLI 5052' 5053' 5054' 5055' ° 5056' h❑ SOq� 5050' N 89°56'0 E 1334.61 o hoh —� � 0 Ln o Z o — 46.4' - � � °°n, ,v`V 50586 SCALE 1"=60' �1 O� row W ad _ - __ _ _ .� 46.7' / / 3p �Y ' n .$ / / 5059' LINEAL UNITS STATEMENT OVERFLOW WEIR------_____I u� IS c Mr �, I lean 7q SEE DETAIL SHEET �' � s, L INv IN "S047 40' �� I�; o Nv our „144.1; SEDIMENTATION POND AREA / All O o lineal distances are measured / [ 1 IOU YR. LLE. = 5050.0' v55 / / o in feet and decimal feet units. RIPRAP PROTECTION OI it I I_T ST ILL( Ti.IiE en o / �� /, v SEE THIS SHEET FOR /" \ SEL DLTAIL SHEET p 1.59.0'X 90.01 / INSTALL WADDLES AROUND DETENTION h / 5052 DETAILS POND AT TOP OF SLOPE AND TOE OF h� ' FUTURE BUILDING �� a SLOPE AS SHOWN, SEE DETAIL FOR INSTALLATION ' TURF REINFORCEMENT MAT / --I -- /_ \ / / INSTALL ON 4:1 SLOPE (30'x20') / I ' 6,316 -- / /J SIGNAGE NOTE: a / fr)R, No on—site linage is to be used or installed, without the proper building ri ✓ h5; 1 ,' / permits per Weld County Code. % u / LEGEND C 1 •= FOUND #5 REBAR WITH NO CAP TIL CLDURNG (UNLESS' OTHERWISE DESCRIBED) z N 5052 > s ; 7 • os�7, CONSTRUCTION += SECTION CORNER AS DESCRIBED . i v N - - W v la sosllr i P - ASE 2 5 / o ~ 0 N z 5 CY GRAVEL j' -�-= QUARTER CORNER AS DESCRIBED v a i PHASE 1/ /5p5'' 5p5N % #= EXISTING POWER POLE m m =En= 4075 CY GRAVEL J 5055' ,/ o = WATTLE CHANNEL CHECK o m o W a W xD/ j SPACED @ 75' (SEE DETAIL) W Y a N 0 X Z Z W H ai �qa EXISTING OVERHEAD E ECTRIC LINE o _ 0 IcN ^W� SQ.. ' _. ii rL OHE -ONE- _ o 0 4 L 3 W W / VI a PROPOSED FLOW LINE W 4. -� 5p55 - 50,6' j = EXISTING FLOW LINE J ` I° e so 3 44J = ROW 00 ` t- •I- i `/ 4 ------- = SECTION LINE a I- 5r113' �. •. PHASING O5T e';') 'S a i 00 ` tie ,gps CULVERT t5 , '/ �� = EXISTING CONTOURS a `V I o 4' i -- I / = PROPOSED CONTOURS U )TIM LL W ,G,°°°°°°°°°,, - -- - TE PORARY ULVER ; 50 6 / . II-(RI\c PII `�-- ..moo go°oog8ao.°o'. q ; 658' X X X = EXISTING FENCE ISM I)f-F1I.) W 0 °o5o°°0°0°0°0,0°0°0° - "• � 0 o ° ° ° ° c.0„0000000,00.0. a— = PROPOSED CULVERT s _r_ P H/ / ar sr is is' ra= SILT FENCE (SEE DETAIL) C7 M 152' Sp 6, 'i► OFFICE 4 E" 5 /STORE p 2 GRAVEL 5059' % = PHASING LINE m C4 W 7D I`\ Sps., STA DIM.TB� - A CONTOUR INTERVAL = 1 FOOT CNI to c 3 ; 3 m v us T 0 .0 42) 'I WW X W m € \ V O+ 5058'- _ ' i I - g - 5 - 5 0 s N rn I0 ; —°— —_._.__..— — _._—.._ — —... _:;- " __ - —.._.._.5059' —=— — — — — .5 j I Vehicle Tracking Pad En 'L ct 22+ or ix _ O O M m - --_ --. I50.0'SO6O' OOry �_-_-_-_ W N N a O L� W en O _ - -. 1 i E C C 0 s 506 Turf Reinforcement Mat (TRM) is. N iz a. cc H 7 € s �; E 5059, 5060 5062' 5063' 5p64' 5061' PI -- a A' C',', ' RIPRAP PROTECTION DETAILS: W z ,T 50x9' a . 5062' - H 0 o W alto Ei)Waxri Ln n _ N x u_____,__ PAGE: P 'o`/a =1.71 5 6.0 CHECK .— N 5058' 31°—310—3X0—310 K % — , E xd 4 Z M w �.*, E Q � ? MD-103 0 11 CONCRETE DITCH 5065' $'T'Aly L Atd # H tIQ a a E 7. 5Osg' Ie PAGE: ifr5:1-1- (Lcln]••-2.56 WE TYPE L �i - ISI MPI7 MD-103 ct igI we TYPE I. 0 (0 —I LOT NORMAL Y=O67 ft 0 Ii30.06:13s.00, OF RE1-705 �.S6 00 .S A.4Seji0 5 e4 _810 FLOW CONDITION V i if (NOT A PART) 6s.00' Z �_ list D°ieulead of 0 whenever flow a supercritical in Or turret ==e.5]Jr= PAGE' a swf• 45 caw Oae Type L toe o di at Dose or 3D euwnsirearn N M0 103 I Figure 110-21—Riprap Erosion Protection at Circular Conduit Owlet valid ter Old's 6.6 O 1 Ennra dprep w 6.gm d c•nan dr CO LEGEND � '�� `�" 5dwe I V " r . the to 2 > W o saw C—K�p = a �t.. = e c �' 6 - 20' STALLS —� - -,—Lt dwnnd m o APPROXIMATE CENTERLINE t OOF THE STANLEY DITCH Main Maness an Mannar MOSS•15'650 `•''6ft LL O (6s'ROW) 11 30 STALLS N. PLAN • v> -o 0 181 - 40' STALLS To.aeart Z 154 — 50' STALLS •►F l -,41--- -L -. A.f. ix 1 - 60' STALLS ,,,,4,,,,,,,, _E' . ... .' =d•p N o vvi Gmular MdNq Li LLJ FOUND#5 REBAR 1 90 STALLS PROFILE WITH ILLEGIBLE 1 — 100' STALLS i— KNEW 1. Headwall w4h N W x wingw •or edend oAm raeuYeda di aMdpuMd. 0 Li_ YELLOW PLASTIC CAP 2 - 1 1 0' STALLS 2.Cute well refereed el end adrywMlapwea and end reason. o Momem depth rn wswad• ep or 3M1N wkWreeeris deeper. 3 PrmMe toed fanners lerNrcd end=dens F N 90000'00"W 755.07' 8 1 20' STALLS Figure MO.35-Culvenend Pipe Outlet Erosion PrM.ctloa Z I— D IX PROPOSED FUTURE BUILDING ` o IL, LOT A r- OF RE-3428 (NOT A PART) W.C.R. No. 16 (60' R.O.W.) SW. CDR. SEC 28. FD. 2.5"AL. CAP ® [1:: a0S. 1/4 COR. SEC. 28 FD. 2" AL. CAP 47- STAMPED LS#31169 ON `£6 RI RAR , 30.00' STAMPED LS ILLEGIBLE ON#6 REBARS 89°59'46" E 2617.02' SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' 'n Know what's below. a W Call before you dig. N N ° RV STORAGE ° 1 4�4'¢`RG/ NO, U LOCATED IN PART OF THE SW4 SEC . 28 , TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6TH P . M . , WELD COUNTY, COLORADO .. Q i).° A.7 LLI TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO 0 )z V) )(STORM WATER MANAGEMENT PLAN DETAILS) '� 4 S' Z STANDARD SWMP EROSION AND SEDIMATE CONTROL NOTES STORMWATER MANAGEMENT PLAN (SWMP) 'it°srcce w 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 C:4N CONTROL DOCUMENTATION. A SWMP ADMINISTRATOR WILL BE DESIGNATED BY THE CONTRACTOR AND IS RESPONSIBLE FOR DEVELOPING, B M P MAINTENANCE NOTES RESPONSIBLE FOR ITS ACCURACY,COMPLETENESS,AND IMPLEMENTATION.THE FOLLOWING HAS BEEN DESIGNATED AS THE SWMP ADMINISTRATOR FOR IMPLEMENTING,MAINTAINING,AND REVISING THIS SWMP. THE SWMP ADMINISTRATOR IS THE CONTACT FOR ALL SWMP-RELATED ISSUES AND IS ® l Z O �1 ,®d 1.Temporary erosion control facilities and/or permanent facilities intended to control erosion of an earth disturbance operation shall be installed before any earth (° O disturbance operations take place. THIS PROJECT: �I N a 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 �1 •c e° 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: 'y P cop c., CONTACT INFO: : ° m 3.Persons engaged in earth disturbances shall 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 ar -D 0 design,implement,and maintain acceptable soil erosion and sedimentation control measures,in conformance with the > o ND otherwise directed by authorized Weld County personnel. THE SITE IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 28,TOWNSHIP 2 NORTH,RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN,WELD COUNTY, Q 1_ o erosion control technical standards adopted by Weld County. ^ o Z COLORADO. THE PROPOSED PROJECT CONSISTS OF UTILITY SERVICE CONNECTIONS,OVERLOT GRADING,BUILDING CONSTRUCTION,ENTRANCE DRIVES AND .� — 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. UTILITY INFRASTRUCTURE CONSTRUCTION IN WELD COUNTY,COLORADO. THE TOTAL SITE IS 22.69 ACRES,WITH THE DEVELOPED SITE BEING 13.94 ACRES 4.4C1 j () "1 LU period of time. AND THE UNDEVELOPED SITE BEING 8.75 ACRES. NO AREAS GREATER THAN 40 ACRES SHALL BE DISTURBED AT ANY GIVEN TIME. NO CONSTRUCTION NI 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 ACTIVITIES SHALL OCCUR OFFSITE OR OUTSIDE OF THE CONSTRUCTION LIMITS SHOWN ON THE CONSTRUCTION DOCUMENTS.THE SEQUENCE OF o o Z directed by authorized Weld County personnel. CONSTRUCTION STARTS IS AS FOLLOWS: ` , r ci N- C7 5.Sediment caused by accelerated soil erosion shall be removed from runoff water before it leaves the site of the earth disturbance. '�1 c F� O,3 M W -' w 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. PHASE 1 ESTIMATED ACTUAL PHASE 2 ESTIMATED ACTUAL `lt the water flow to a non-erosive velocity. CONSTRUCTION START MO ,YR_ CONSTRUCTION START MO_,YR_ J 6.Each concrete truck operator shall be aware of the designated Concrete Washout Area. ROAD AND OVERLOT GRADING MO ,YR_ ROAD AND OVERLOT GRADING 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, UTILITY CONSTRUCTION MO_,YR_ UTILITY CONSTRUCTION MO ,YR-.. . 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. DRIVE SURFACE MO ,YR DRIVE SURFACE MO ,YR_ and regulations prescribed in accordance with the provisions of the"Stormwater Quality Control Criteria"and in accordance with the permanent erosion control features SITE RESTORATION MO ,YR SITE RESTORATION MO ,YR shown on the soil stabilization plan approved by Weld County. 8.All concrete washout areas shall be clearly marked.The Concrete Washout Containment Detail will include orange plastic construction fencing or equivalent around the washout structure and a sign posted with the words"Concrete Washout". PHASE 3 ESTIMATED ACTUAL 8.Permanent erosion and sediment control measures for slopes,channels,ditches,or any disturbed land area shall be completed within fourteen(14)calendar days after 9.The Concrete Washout Area shall be repaired and/or enlarged as necessary to maintain capacity for wasted concrete. CONSTRUCTION START MO ,YR 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 been ROAD AND OVERLOT GRADING MO ,YR completed or where significant earth disturbance activity ceases,temporary soil erosion control measures shall be implemented within fourteen(14)calendar days. 1O.At the end of Construction,all concrete shall be removed from the site and legally disposed of at an approved waste site. UTILITY CONSTRUCTION MO ,YR DRIVE SURFACE MO , Temporary erosion control measures shall be maintained until permanent soil erosion measures are implemented. YR_ 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 SITE RESTORATION MO ,YR_ 9.Any areas that are to remain in an interim state for more than thirty(3O)days shall also be seeded.All temporary erosion measures and BMPs shall be maintained until accumulated to one half of the wet storage volume of the basin and disposed of at an approved location as directed by authorized Weld County personnel. THE EXISTING SITE CONSISTS OF DEVELOPED LAND,NATIVE GRASSLAND,VEGETATION,AND OPEN RANGE. OTHER POTENTIAL POLLUTION SOURCES SUCH 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 AS VEHICLE FUELING,STORAGE OF FERTILIZER OR CHEMICALS,VEHICLE WASHING,LOADING/UNLOADING AREAS ARE LOCATED WITHIN THE [ I 1O.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. CONSTRUCTION STAGING AREAS OR TANK SITE LOCATION.NON-STORMWATER COMPONENTS OF THE DISCHARGE INCLUDE THE STANLEY DITCH STARTING FROM THE SOUTH EAST AND DRAINING TO THE NORTH WEST. / least seventy percent(7O%) of pre-disturbance levels or equivalent permanent,physical erosion reduction methods has been employed. BEST MANAGEMENT PRACTICES FOR STORMWATER MANAGEMENT 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 p NON STRUCTURAL BMPS WILL BE IMPLEMENTED TO THE MAXIMUM EXTENT POSSIBLE. THE UTILIZATION OF NON STRUCTURAL BMPS WILL BE AN ONGOING Z immediately:specifically,a release of any chemical,oil,petroleum produc sewage,etc.,which may enter Waters of the State,must be reported.More guidance is PROCESS DIRECTED AT PREVENTING EROSION. THE NON STRUCTURAL BMPS WILL RECEIVE CONTINUOUS EMPHASIS THROUGHOUT CONSTRUCTION 3 N available on the web at www.cdphe.state.co.us/emp/spillsandreleased.htm .The Division's toll free 24-hour I— environmental emergency spill reporting line is 1 877 518-56O8.Also immediately call Weld County at 97O 3O4 6496 and the Weld County Public Health and BECAUSE THEY AVERT PROBLEMS BEFORE THEY OCCUR AND REDUCE THE NEED FOR STRUCTURAL BMPS.NON STRUCTURAL BMPS WILL CONSIST U I g y P g ( ) PRIMARILY OF PRESERVATION OF EXISTING MATURE VEGETATION AND TREES,PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES AIMED AT W Environment Department at 97O 3O4-6496. ACHIEVING THE GOAL OF MINIMIZING EROSION.FURTHERMORE,CONSTRUCTION PERSONNEL WILL BE INSTRUCTED AND SUPERVISED IN CONSTRUCTION 3 : h p o CONCRETE WASHOUT FACILITY METHODS CONSISTENT WITH EROSION PREVENTION PRACTICES. v a N SLOPE AND S W A L E PROTECTION PLANNED STRUCTURAL BMPS FOR EROSION AND SEDIMENT CONTROL ARE SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN. IMPLEMENTING .. N THESE MEASURES SHOULD MINIMIZE NUISANCE SILT AND SEDIMENTATION EXITING THE SITE AND PREVENT CLOGGING EXISTING STORM SEWERS AND m m (13 CO WATTLE DIAMETER, STREET GUTTERS. Wcmcw m N SEE NOTE 5 SEDIMENT TRAPPING AREA GYP,) APPLICATION OF THESE BMPS FOR STORMWATER MANAGEMENT ARE FOR CONSTRUCTION PERIODS AND ARE CONSIDERED TEMPORARY. Z z `1 'C n POST-DEVELOPMENT STORMWATER MANAGEMENT IS PROVIDED THROUGH VEGETATED LANDSCAPED AREAS,GRASSED SWALES AND RIPRAP PROTECTION. j5 < W o m �, II 3/4' x 3/4° WOODEN o o W STAKE CTYPJ _ VEHICLE TRACKING CONSTRL UCTION W (SEE NOTE 3) z x A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED AT WELD COUNTY ROAD 17 AND THE NEW ENTRANCE TO THE SITE. THE CONSTRUCTION ` 1 Oj ,, IiI ACCESS AND PARKING WILL BE GRADED AND COVERED WITH A CRUSHED STONE BASE COURSE DURING CONSTRUCTION. THE VEHICLE TRACKING CONTROL z \ \ �t;ItGJ\`\` WILL BE RELOCATED WITH THE CONSTRUCTION ACCESS AS NECESSARY. EXCAVATED .x, �`y . Z� \\� �\� ,�\\��li�Z\jAA a GYP.)STAGGER JOINTS /\// EXCAVATED STAKE AT EACH END / Z I- iv N - \ SiLT FENCING(SF): n- AREA \ AND 4' MAX. O.C. ALONG a Z �� AREA "' III SILT FENCING SHALL BE INSTALLED WITH RESPECT TO PROPOSED DRAINAGE PATTERNS.SILT FENCE SHALL BE CONSTRUCTED ALONG THE PORTIONS OF THE . ENTIRE LENGTH a \ \ \ /\ /. //\//`k'/\ l/ \ip 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 A A 10' MIN I z EXISTING SLOPES ACROSS THE SITE AND AT ALL POINT DISCHARGE AREAS WHETHER SHOWN OR NOT,SILT FENCE SHALL BE MAINTAINED AS NEEDED o F \ w THROUGHOUT THE CONSTRUCTION PROCESS. THE TEMPORARY SILT FENCE WILL REMAIN UNTIL THE STORM SEWER STRUCTURES ARE COMPLETED AND SECTION A-A ELEVATION VIEW w NOTES: PLAN VIEW GROUND COVER IS EFFECTIVE. x OUTLET PROTECTION(OP): W 1. INSTALL WATTLES ALONG CONTOURS FULL LENGTH OF SLOPE THE STORM SEWER OUTLETS WILL BE PROTECTED TH RIPRAP. PLACING RIPRAP AT PIPE ALL REDUCES EXIT VELOCITIES AND REDUCES SCOUR.S WE UT SW[ G OUTF S UC S O S C S OR EXTENT OF z THIS RIPRAP WILL BE LEFT IN PLACE AS PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN. ` Z 3 '\�"•�v� �•�•�•�•\' /\//, /, �� > 2. WATTLES SHALL BE INSPECTED REGULARLY AND IMMEDIATELY a' �, 5 \AN WATTLE SPACING AFTER A RUNOFF PRODUCING RAINFALL TO ENSURE THEY REMAIN OVERLOT GRADING: • '> \�/� �1 EXCAVATED � r ALL OPEN AREAS WILL BE TREATED WITHIN 14 DAYS OF COMPLETION OF THE OVERLOT GRADING. ALL OVERLOT GRADING IN THE NON-IRRIGATED AREAS c 3 3 �,!• • n • • •,� AREA � (SEE TABLE) THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. (� 3 a) ct \/ �� WILL HAVE THE SURFACE ROUGHENED AND WILL BE PERMANENTLY LANDSCAPED OR TEMPORARILY SEEDED UNTIL THE PLANNED INSTALLATIONS ARE z .4 .� > N �•�•��•n��•�•�f ', / // // / / / / 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. COMPLETED. AT THE COMPLETION OF THE MASS GRADING,ALL EXPOSED SOIL AREAS WILL HAVE THE SURFACE ROUGHENED AND PLANTED WITH A 2 a m a>i ar (n �•-•-•�`- • i i i_ .✓/,\/,\/,� MIN 7/� 2'/ WATTLE SPACING TABLE (/, CC De CE Cu REVEGETATION SEED MIX. VEGETATION IS TO BE MAINTAINED THROUGHOUT CONSTRUCTION BY THE CONTRACTOR UNTIL AREAS ARE PERMANENTLY CO / 10' MIN / SLOPE TYPE MAXIMUM SPACING 4. INSTALL WATTLES SNUGLY INTO THE TRENCH (4"DEEP). ABUT LANDSCAPED. ALTERNATELY,ROUGH-CUT DRIVEWAYS OR PROPOSED PAVED AREAS CAN BE COVERED WITH A LAYER OF AGGREGATE,ROAD BASE OR w ti -a o PLAN VIEW ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT m L c c ASPHALT PAVING. o ALL SWALES 100 FEET OVERLAPPING THE ENDS. L: N iT a SECTION B-B E 4:1 SLOPE OR > 40 FEET 5. WATTLES TO BE 9" MIN DIAMETER FOR SLOPES, 12" MIN DUST CONTROL MEASURES: ° DIAMETER FOR SWALES. DISTURBED AREAS NOT YET READY TO BE SEEDED,LANDSCAPES,PAVED,OR OTHERWISE STABILIZED SHALL BE WATERED,OR RIPPED AS NECESSARY TO U PRECULDE VISIBLE DUST EMISSIONS. VEHICLE TRACKING CONTROL DETAIL ITEMS ARE SCHEDULED TO BE IMPLEMENTED ACCORDING TO THE CONSTRUCTION SCHEDULE. AS WORK PROCEEDS,IMPLEMENTATION OF INDIVIDUAL BMPS IS TO COINCIDE WITH THE CONSTRUCTION THEREBY MINIMIZING THE EXPOSURE OF UNPROTECTED AREAS. THE SILT FENCE,INLET PROTECTION(FOR EXISTING INLETS),AND GRAVELING OF THE CONSTRUCTION ENTRANCE WILL BE PERFORMED WHEN THE GRADING BEGINS. THE INLET PROTECTION WILL BE 5°'-'0" wiDTH VARIES INSTALLED AS THE STORM SEWER STRUCTURES ARE CONSTRUCTED. THE RIPRAP PROTECTION WILL BE INSTALLED AS THE STORM SEWER OUTFALLS OR 0 n n m MIN LENGTH 4-0 t STORMWATER O R M W A T E R MANAGEMENT PLAN (SWMP)) CONTINUED CULVERTS ARE CONSTRUCTED. THE STRUCTURAL BMPS THAT DO NOT BECOME PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN ARE TO BE o N AS REQUIRED REMOVED,AS THE PAVING,LANDSCAPING,AND OTHER PERMANENT GROUNDCOVER INSTALLATIONS ARE COMPLETED. FUGITIVE DUST EMISSIONS . a0 . O1 . r . . . RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE CONTROL TECHNOLOGY AS DEFINED BY THE o COLORADO DEPARTMENT OF HEALTH AT THE TIME OF GRADING. THE GRAVELING IS TO BE MAINTAINED AND EXTENDED CONSTRUCTION PROGRESSES z rn N PERMANENT STABILIZATION MEASURES: ESPECIALLY AROUND THE BUILDING SITE.THE STRUCTURAL BMPS ARE TO BE REMOVED,AS THE PERMANENT LANDSCAPING INSTALLATIONS ARE •' RIPRAP FOR STORM DRAIN OUTFALLS AND ROCK CHECK DAMS WILL BECOME PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN AND WILL NOT COMPLETED. / •• ••�•'' '" BE REMOVED. PERMANENT LANDSCAPING WILL INCLUDE SEEDING AND OTHER VEGETATIVE COVER TO OPEN AREAS. NATIVE PERENNIAL SEEDING WILL BE QQ �� •'•�•�• •�'• •i •0•�� •' ..MIN OEP ESTABLISHED IN NON-IRRIGATED AREAS AND SOD OR OTHER VEGETATIVE COVER WILL BE ESTABLISHED IN IRRIGATED OPEN AREAS. ALL PERMANENT THE EROSION AND SEDIMENT CONTROL PLAN MAY BE MODIFIED BY OWNER'S ENGINEER,COUNTY ENGINEERING INSPECTORS,MUNICIPALITY,OR ITS O �•<&1:---%k`'` _,•�•.�[i��"•�•"•� •1� :�!; • •�.';'�• •�• " .�� ' STABILIZATION MEASURES WILL BE SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER. AUTHORIZED REPRESENTATIVE AS FIELD CONDITIONS WARRANT. 0 �. • •{� • ,• • • < Io R0 to •'•�'� •�•1 i��- •�� 1• w ® STORMWATER DETENTION AND WATER QUALITY: O �• • • 10• � Zi;• ) MATERIALS AND SPILL PREVENTION: %�� %%%/N� ` '"' ` - ' '• ' '�'j= �'�S 0• ' 81V THE CONTRACTOR WILL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN CONFINED AREAS ON SITE FROM WHICH RUNOFF WILL BE CONTAINED ANDSTORMWATER DETENTION AND WATER QUALITY IS PROVIDED AS PART OF THIS PROJECT. o 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 OR TRAILER, AN EARTHEN DIKE WILL BE CONSTRUCTED AROUND THE PERIMETER OF THE FUEL STORAGE AREA TO PREVENT MATERIALS FROM CONTACT TEMPORARY SEEDING AND MULCHING: Z ' • WITH SURFACE RUNOFF. EQUIPMENT MAINTENANCE WILL BE PERFORMED IN A DESIGNATED AREA AND STANDARD MAINTENANCE PROCEDURES,SUCH AS ALL SEEDS FURNISHED SHALL BE FREE FROM NOXIOUS SEEDS SUCH AS RUSSIAN OR CANADIAN THISTLE,COURSE FESCUE,EUROPEAN BINDWEED,JOHNSON I N .. ' � THE USE OF DRIP PANS,WILL BE USED TO CONTAIN PETROLEUM PRODUCTS. GRASS,KNAPWEED,AND LEAFY SPURGE. THE FORMULA USED FOR DETERMINING TI-IE QUALITY OF PURE LIVE SEED(PLS)SHALL BE(POUNDS OF SEED)X Know what's below. (PURITY)X (GERMINATION)=POUNDS OF PURE LIVE SEED(PLS). SEEDING RECOMMENDATIONS ARE PROVIDED BELOW,BUT MAY BE MODIFIED WITH THE O J l NOTES: INSPECTION AND MAINTENANCE: OWNER'S APPROVAL TO MAKE THE BEST USE OF EXISTING CLEARINGS AND GRUBBINGS: 0 Q co 1. VEHICLE TRACKING CONTROL PADS SHALL BE INSTALLED AT ALL INGRESS EGRESS POINTS WHERE 11tE EROSION CONTROL MEASURES WILL BE INSPECTED DAILY DURING CONSTRUCTION BY THE CONTRACTOR AND AFTER EACH RAIN EVENT, ALL N i Call before you dig. INSPECTIONS SHALL BE DOCUMENTED AND SHALL INCLUDE THE DATE OF INSPECTION,ANY INCIDENCE OF NON-COMPLIANCE,SIGNED CERTIFICATION THAT SPECIES COMMON NAME VARIETY LBS/ACRE I L-I (3 VEHICULAR ACCESS TRANSITIONS FROM PAVED SURFACES TO DISTURBED SURFACES. THE SITE IS IN COMPLIANCE,AND ANY NOTES,DRAWINGS,MAPS,ETC.PERTAINING TO REPAIRS.COPIES OF ALL DOCUMENTATION SHALL BE DISTRIBUTED AGROPYRON SMITHI WESTERN WHEATGRASS ARRIBA 8.0 Ll7 C Cj 2. THE VTC PAD SHALL CONSIST OF HARD, 3"-4" ANGULAR, DENSE, AND DURABLE STONE- TO MUNICIPALITIES AND OWNER ON A REGULAR BASIS AS SPECIFIED BY OWNER, SILT FENCE AND STRAW BALE BARRIERS WILL BE CHECKED FOR ARRHENATHERUM ELATES TALL OATGRASS 3.0 Lu ROUNDED STONE, BOULDERS, RECYCLED ASPHALT, AND RECYCLED CONCRETE ARE NOT UNDERMINING AND BYPASS AND REPAIRED OR EXPANDED AS NEEDED. SEDIMENT SHOULD BE REMOVED FROM INLET FILTERS AND SILT FENCING BEFORE LOLIUM PERENNE PERENNIAL RYEGRASS PENNFINE 2.0 Z N ACCEPTABLE, WITH 1/2"-3/4" FILTER LAYER OF WASHED ANGULAR ROCK. ONE HALF OF THE DESIGN DEPTH HAS BEEN FILLED. SEDIMENTS DEPOSITED IN THE PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY. THE Q W TEMPORARY VEGETATION OF BARE SOILS WILL BE CHECKED REGULARLY AND AREAS WHERE IT IS LOST OR DAMAGED WILL BE RESEEDED. AT MINIMUM ALL SEEDS SHALL BE DRILLED NOT HYDROSEEDED. ALL DISTURBED AREAS SHALL BE SEEDED AND CRIMP MULCHED IF PERMANENT VEGETATION IS NOT O NII O 3. ANY CRACKED OR DAMAGED CURB AND/OR GUTTER SHALL BE REPLACED BY THE CONTRACTOR. THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS EVERY 14 DAYS AND AFTER SIGNIFICANT PRECIPITATION OR SNOWMELT EVENTS. IMMEDIATELY INSTALLED. AFTER SEEDING HAS BEEN COMPLETED,A RATE OF 4,000 LBS.OF STRAW PER ACRE SHALL BE APPLIED UNIFORMLY,CRIMPED IN Z NI- 4. PAD WILL BE REPAIRED AND REFRESHED AS NEEDED TO MAINTAIN FUNCTION AND INTEGRITY. INSTALLATIONS AND MODIFICATIONS AS REQUIRED BY THE TOWN OF NUNN OR ENGINEER,WILL BE IMPLEMENTED WITHIN 48 HOURS OF NOTIFICATION. WITH A CRIMPER OR OTHER APPROVED EQUIPMENT OR OTHERWISE ATTACHED. A TACKIFIER OR JUTE NETTING TO ATTACH MULCH MAY BE USED WITH THE \ CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED AND OWNER'S APPROVAL.THE SEEDED AREA SHALL BE CRIMPED MULCHED AND THE MULCH ATTACHED WITHIN TWENTY-FOUR(24)HOURS AFTER SEEDING. ACCEPTED BY OWNER AND MUNICIPALITY. AREAS NOT MULCHED AND ATTACHED WITHIN TWENTY-FOUR(24)HOURS AFTER SEEDING MUST BE RESEEDED WITH THE SPECIFIED MIX AT THE CK CONTRACTOR'S EXPENSE,PRIOR TO MULCHING AND ATTACHING.ON STEEP SLOPES OR OTHER SPECIFIED AREAS AS SHOWN ON THE PLANTING PLAN,WHICH CC FINAL STABILIZATION AND LONG-TERM STORMWATER QUALITY: ARE DIFFICULT TO MULCH AND ATTACH BY CONVENTIONAL METHOD,BURLAP OR OTHER BLANKETING MATERIALS PROPERLY ANCHORED AND SECURED (f1 D U o N FINAL STABILIZATION IS REACHED WHEN ALL SOIL DISTURBING ACTIVI l ES AT THE SITE HAVE BEEN COMPLETED,AND UNIFORM VEGETATIVE COVER HAS MAY BE USED WHEN APPROVED BY WELD COUNTY OR THE ENGINEER. W SILT FENCE INSTALLATION BEEN ESTABLISHED WITH A DENSITY OF AT LEAST 70%OR PRE-DISTURBANCE LEVELS OR EQUIVALENT PERMANENT,PHYSICAL EROSION REDUCTION H METHODS HAVE BEEN EMPLOYED. FINAL STABILIZATION WILL BE ACHIEVED USING SOD,NATIVE SEEDING,PERMANENT BMP'S,AND OTHER METHODS. Li_ O W >_CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL STABILIZATION REGARDLESS OF ACCEPTANCE BY OWNER OF THE CONTRACTOR ITEM. O I- Z F- D EC NOTES: a 1. SILT FENCE MUST BE PLACED AWAY FROM TOE OF SLOPE TO ALLOW FOR WATER PONDING. \ U D_4, 2. SILT FENCE MAY BE USED ALONG PERIMETERS SO LONG AS SLOPES DO NOT EXCEED 5% IF SLOPE IS GREATER THAN 5%, THEN SILT FENCE MAY BE INSTALLED ALONG THE CONTOUR OR A C DIVERSION DIKE MAY BE REQUIRED. z 3. ANCHOR TRENCH SHALL BE EXCAVATED WITH TRENCHER, OR WITH SILT FENCE INSTALLATION FLOW 4 '04 MACHINE: NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. TRENCH SHALL BE COMPACTED MIBY HAND WITH "JUMPING JACK", OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT z_ SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. q W . SILT FENCE INDICATED ON PLAN SHALL BE INSTALLED PRIOR TO ANY LAND-DISTRUBING z o a ACTIVITIES UNLESS NOTED OTHERWISE. z 5. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM m 'coSEDIMENT REACHES A DEPTH OF 6—INCHES. Li J W Q W U = 11" MIN OF SILT FENCE V' GEOTEXTILE TO BE BURIED ` RV STORAGE 11n� LOCATED IN PART OF THE SW4 SEC. 28 , TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6TH P . M . , WELD COUNTY, COLORADO Øj_ Q 's�° ix TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO ei �" `� (DETAILS) Z " ti�7�1c0 W I: 4 > 4 M Q --boa -st.00' I a 100 YR. WATER cn A A SURFACE ELEVATION 1.0' F•B• Z r (NO J I 1 1 POND OUTLET STRUCTURE DETENTION POND BERM _ VARIES �' w i ° °° SEE DETAIL THIS SHEET O L___ n'-0^ • EXISTING + 4 a OI -- ROADSIDE CT z 59,_0�� ,0.. �s,_o„� SWALE EL.=47.O' d L . .a. .'. ° " ' _a. . a . . C. p., .' •a < ff �i IAA U M W a s l M W FL 47.40 18" CMP OUTLET PIPE � < / ? i�di / : ', '\y° .\� '\ O 0— Z TOP OF WALL i TOP OF WALL .0 LF O 1.00% FL 47.15 i�\\ � \ % \\ \% \\ /\�\\ c ` tr.,- Z EL.=51.00' 10 EL.=5051.00' �`�\\j�\\ /\//\\�\\\�\� \\ \\�i } OJ( M W W I WEIR EL.=50.00' V� CONCRETE VVV 4.0'� FL 47,00' COMPACT SUBGRADE 3,000 PSI \ UNDISTURBED SOILSREFER TO SOILS REPORT 3.0' CUTOFF WALL "" I ADA PARKING AREA 0' 1 -I I- 8" BOTTOM OF WALL SECTION A-AELE.=44.0' CONCRETE PAVING AREAS [ 1 OUTLET PIPE PROFILES SCALE: N.T.S. SCALE: N.T.S. a° a" Know what's below. a 9" Call before you dig. es RIN 4 ` uii - 1-7" 4" 4„ Q n 3 Z V N NOTES: REBAR DETAIL i a W d 1. THE REBAR PLACED WITHIN THIS CONCRETE STRUCTURE IS FOR DURABILITY PURPOSES ONLY. — 1 0 h o N THESE ELEMENTS ARE NOT STRUCTURAL CONCRETE ELEMENTS AND REQUIRE NO INSPECTION. to a cc 2. ALL REBAR IS No. 4 REBAR. o z 2. INSTALL VERTICAL No. 4 REBAR 6' ON CENTER 0 - i) prp m Cr O CO O W 3 Q N 0 Z Z W POND WEIR DETAIL 0 3 11' x 11' CONCRETE SLAB 2 3 0 O ex ON COMPACTED SUBGRADE w Z m W SCALE: N.T.S. z W WEST HALF 4" THICK & O O 0 IA - P o EAST HALF 6" THICK NOTES: L 0 1. THE REBAR PLACED WITHIN THIS CONCRETE STRUCTURE IS FOR DURABILITY PURPOSES ONLY. � '. ' THESE ELEMENTS ARE NOT STRUCTURAL CONCRETE ELEMENTS AND REQUIRE NO INSPECTION. .2, TRM ON 4:1 SLOPE a �: �. 2. ALL REBAR IS No. 4 REBAR. 12" BY 12" GRID ON VERTICAL AND HORIZONTAL FACES, p_ H H H M WITH 3" SIDE CLEARANCE. O O _ 'd. °. . Q TRM ON NATURAL GRADE 10' x 6' TRA H ENCLOSURE d 8" a 6' DOR EARS CEDAR FENCING TOP OF BOX THICKNESS CORNER POS SET INTO ELEV.=5050.00' T=1.75 X D„ . • CONCRETE S B 16.0" ' 4 I (- ) - 3 --------- ------ INSTALL IB GAUGEGALVANIZED ^ N D---------- DIPPED RESTRICTOR PLATE 14"H x 18"W 2 - 5 GATES & LATCH c ; 3 ; if ° Co ON EAST SIDE z o m c. of S I U) L PIPE ////// La N c — �ATIVE 0� C o n c °c E INVERT IN // W Cl l— G. EL=5047.40' ° TURF REINFORCEMENT MAT s rP v . UNDERLAYMENT UNDERLAYMENT LANDLOK 450 — CONTECH ENGINEERED SOLUTIONS MIRAFI 140 N EQUIVALENT INSTALL PER INSTALLATION SEE DETAILS IN DRAINAGE REPORT FROM MANUFACTURE OR BETTER (SEE DATA SHEET GUIDE LINES (ATTACHED IN FOR INSTALLATION DETAILS, EDGES TREATMENTS AND IN DRAINAGE REPORT) DRAINAGE REPORT) STAPLING PATTERNS. I. n I- 0 LO `° TABLE HS-9 MEDIAN (i.e., D„) SIZE OF DISTRICT'S RIPRAP ,, of o RIPRAP TYPE D„ -MEDIAN ROCK SIZE (INCHES) THICKNESS T = 1.75 D„ (INCHES) 0 W O1 \ N xL 9 15.75 i i' - 0 Z — N M a J FENCE POSTS - 6"x6' WOOD POST FOR CORNER AND GATES. 4"x4" POSTS FOR SPAN FENCE POSTS AND TOP RAIL. 0 3 O BASE EL.=5044.40' TYPE 7, "RIPRAPDETAIL TURF REINFORCEMENT MAT SPAN POST o 0 SCALE: N.T.S. SCALE: N.T.S. 6"x6" POST 0 TOP RAIL Z I N N PIPE WIDTH NISHED GRADE O I_ 6_0„ I C" Ba I 0 IX 03 L-n n=n?i SIDING TO MATCH BUILDING OR n (-) N n-n-u_n- BACKFILL TO BE .I. I 2,_0.. , I" �,_0., ,� , !fin°n!!u!� COMPACTED AS PER ^ r TOP OF BOX MINIMUM COVER OVER PIPE: MAXIMUM TRENCH WIDTH =T, STREET CONSTRUCTION III IIh SITE FENCING. J U ELEV=5050.00' 18"-48" DIA. = 1.0 FEET AT 1 ABOVE PIPE MANUAL S-3O. I W 54"-72" DIA. = 1.5 FEET - Q pk co 11/2"TYP OVER 72" DIA. = 2.0 FEET .N' =�,` x : , eny5 CORNER POST I- Li- 11,2==�-- I o MEASURED FROM BOTTOM OF "�ia.'} it -n .'M1 4,i,3,4,'6w MINIMUM 1'-0' OF 6"X6" POST LEI O TYP. ASPHALT OR TOP OF k BEDDING OVER PIPE INSTALL 184GALVANIZED in C.0 CONCRETE PAVEMENT _ . ,X � ' . 4. .• 4 Z r DIPPED RESI�QLATE .--,,,,i� s1�c 4 s', . COMPACTION EQUIPMENT / ,N4"1I '- `, R �yAY_{ ', �_; SHOULD NOT BE USED lk ?,_ AROUND FLEXIBLE PIPE j \\ SPRING UNE— PEE „ - UNTIL SELECT BEDDINGLt Ct � = IS 12" OVER THE TOP OF THE PIPE. j PIPE I BEDDING SHALL BE CDOH Na 67 ;, HAUNCHING D 1' AGGREGATE . PLACE AND ?' W Iorm, Io"wl i CONSOLIDATE EVENLY ON BOTH','_" �- = ` ` J`� Bc 2 •a 4 11' x 11' CONCRETE SLAB � r \ FL 48.00' / SIDES OF THE PIPE. CONSOLIDATE ,, , �, k.,a . a I ON COMPACTED SUBGRADE LL i UNDER THE LOWER HAUNCH WITH = -may «� '- p d :o, " ~ SHOVEL SLICING AND TAMPING. "�ua * '• ' 11' THICKNESS TBD NORTH HALF 4 THICK & 0 L� ° .�J !��/ INVERT IN , BEDDING D: d e I BY OTHERS SOUTH HALF 6" THICK d 4 •EL.=5047.40' „ ` -� 6" FOR 18"-60" GEOTEXTILE MATERIAL _) ._ ] I-? i 8" FOR > 60" -� IF GRAVEL 8RED IF REQUIRED I II ii III III II I III II II II TI I"` II`�`NOTE: PEA GRAVEL OR 3/8-INCH MINIMUM TRENCH WIDTH (F(OUNDATION 0 a 7 3/ VACHFORPLATE MINUS SQUEEGEE ARE NOT W = Bc + 36 1-1 2 CRUSHED ROCK) 0 0. ELEVATION 4776.24' ALLOWED FOR BEDDING A " , NOTE: FOR TRENCH BACKFlLL GUIDELINE COMPACT SUBGRADE \ SPECIFICATIONS SEE DETAIL NO. S-3O REFER TO SOILS REPORT FENCE POST BASE BEDDING DETAIL FOR: IN THE CITY OF GREELEY DESIGN , EL=5044.40' CMP-CORRUGATED METAL PIPE CRITERIA CONSTRUCTION SPECIFICATIONS MIN 40' BURY IN CONCRETE I INSTALL 18 GAUGE STAINLESS MANUAL VOLUME 1 - STREETS W/ 14" MIN DIA CONCRETE WQCV OPENING STEEL TAMPER RESISTANT BOLT AROUND POST. I"H x 5.0"W,FL 47.500' IN CONCRETE STRUCTURE(TYP.) CO4Li u u a z o n POND OUTFLOW STRUCTURE BEDDING DETAIL FOR: TYPICAL DRIVE SURFACE SECTION w & WATER QUALITY CAPTURE VOLUME RELEASE PLATE CMP-CORRUGATED METAL PIPE TR_l1SH ENCLOSURE DETAIL Lii (SEE COVER SHEET FOR ELEVATION DATUM) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1n rn \ J er f USE BY SPECIAL REVIEW USR No . 15 - 00 1 1 ��giNG� ��1S � W�� . W LOT B OF RECORDED EXEMPTION No . 1311 -28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , 4� H . ® In TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO \x�� o�- r (LANDSCAPE PLAN ) — , \s c� W \ 150.0' C. cn cn —k, W. 1/4 COR SEC. 28, FD. 2.5" AL. CAP t ® ° STAMPED LS#24305 ON #6 REBAR �I Z CP [ J FOUND#5 REBAR WITH ORANGE 1 `� [Tl. - o m �c W 4.8PLASTIC CAP LS#23957 S(DID NOT ACCEPT)00°22'11" s �i o ta 10' LANDSCAPE BERM NORTH OF PROPERTY LINE ,� C °• ' o M Z eZ-❑ (CONSTRUCTED BY ADJOINING PROPERTY OWNER) r„...,„ L o O ^^ cT j U M W 1 M M W ° N 89°56'02" E 1334.66' �I y' Z_ 0 46A' �oq ��A 0' 60' 120' 180' o� `h° w .°i• IZ x x x x x -i> 46.7' 'N'i 'al _ ~ a �� x SCALE 1"-60' �� o i _Oo / LINEAL UNITS STATEMENT $ 159.0'X 80.0' � ' / " All lineal distances are measured FUTURE BUILDING / in feet and decimal feet units. gl CI. . [ I Ii" il * . c IN Z N • w I a � g50.7 ' � 0 O g . Wai z • J a N d¢ c4Q m m Co S • OS W m w w N . C7)w = a Lu ' Y'• O O U CO `` w - - - SIGNAGE NOTE: Fo449' No on—site sinage is to be used or installed, without the proper building permits per Weld County Code. — `•MI5°. , _ �� Q i i 1 i N 4 w LEGEND cip •= FOUND #5 REBAR WITH NO CAP € (UNLESS' OTHERWISE DESCRIBED) 0 en " + _ OFFICE Z " v STORE p = SECTION CORNER AS DESCRIBED 3 W I C} STA DIM.TBD S`).G�A QUARTER CORNER AS DESCRIBED c 3 3 3 "3 " - w '4, z o • N N wH N M o� ti 0= EXISTING POWER POLE N U ce ce ce a) b OO l oti XX.XX - EXISTING SPOT ELEVATIONS I? In `- — y 41 a fD EXISTING VEGITATION 50 p' �o o: o s- i- i- N I!: + XX.XX'= PREXISTING VEGITATION ac- = EXIERHEAD ELECTRIC LINE o_J ^� ---••-••-••-•-- = PROPOSED FLOW LINE `, z = EXISTING FLOW LINE IL1H / / - - ROW HCip Q ---- = SECTION LINE o to LO m co 3 • /$ '� I*�,� - .- - = EXISTING CONTOURS m co N a+ + x I✓ = PROPOSED CONTOURS ` 6 , N M .. l I x x wt X >< X = EXISTING FENCE Iaxo 3H0 3H0 axo lI CONCRETE DITCH STANLEY / 4' O = PROPOSED DECIDUOUS (CANOPY) TREE (2) g ` ea o/ 2" MINIMUM CALIPER a /' N = PROPOSED EVERGREEN TREE (29+/-) o t° LOT A 6' MINIMUM HEIGHT oI ce �• OF RE-705 W / s°.°°' - 3S°°' (NOT A PART) . = EXISTING SIBERIAN PEA SHRUBS Z j,�''' 65.00 CONTOUR INTERVAL = 1 FOOT I N N f1f p Z 6 0 IY N z o o 1 0- CD 6 w w U-2 M r I_ cn APPROXIMATE CENTERLINE Q `-V o OF THE STANLEY DITCH • O v_ o (65'ROW) 0 O CD o Z Z �k \ Q i J U 3 V) o N FOUND#5 REBAR i- WITH ILLEGIBLE 0 O L_ YELLOW PLASTIC CAP O N 90°00'00"W 755.07' z ix Q \ o ci-J o -- LOT A - �, OF RF-3428 "' (NOT A PART) W.C.R. No. 16 8141 (60'R.O.W.) S SW. COR. SEC 28, FD. 2.5"AL. CAP ® m O STAMPED LS#31169 ON#6 REBAR 30.00' S. 1/4 COR. SEC. 28 FD. 2" AL. CAP STAMPED LS ILLEGIBLE ON#6 REBAR 4%, // II O S 89°59'46" E 2617.02' L . SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' 00 Know what's below. --I W Call before you dig. Nco I USE BY SPECIAL REVIEW USR No . 16 - 0007 W� �¢ANc� ��'Pt 0 LOT B OF RECORDED EXEMPTION No . 1311 - 28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , �� H N TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO yF. (STORM WATER MANAGEMENT PLAN SWMP) 7 ygi7is �5 W Ct a 150.0' N -*...,_ W. 1/4 COR SEC. 28,FD.2.5" AL. CAP Cr\i STAMPED LS# 24305 ON #6 REBAR Z o Lo tO FOUND#5 REBAR WITH ORANGE 1Ci PLASTIC CAP LS#23957 S 00°22'11" ,P ` '�Ir.71 ^ d -°o o W,4.78'(DID NOT ACCEPT) °" 5 ' a M C� a0 I I in RI INI-o ( ' \i! N I vI / LP �/� Q `p �j Z INSI AI I + >N i;'I I —1 a 5051' 5052' 5053' 5054' 5055' ° 5056' h r\ a O w °h SO 5050' N 89°56'0 E 1334.661 0 � � O vi-.5% Z h 46.4' - • E-5/ 5058' SCALE 1"=60 Ck WI w °: W �I , w�F�' 46.7' p^ x x x OVERFLOW WEIRh_� tk�tt '.�F� ' h1 ' SEE DETAIL SHEET ��II m IN ,nay40' 3 5059' LINEAL UNITS STATEMENT '`-i�rour ,n 41 SEDIMENTATION POND AREA / o^ All lineal distances are measured RIPRAP PROTECTION �� E �OIiIIITS112L( TL'ILF IOU YR. LLE. = 5050.0' o o ° sEETmssxeeTFoa ET.vLSHLCT in �0 159.0'X80.0' 5052' �� 7� in feet and decimal feet units. DETAILS INSTALL WADDLES AROUND DETENTION o FUTURE BUILDING / ' POND AT TOP OF SLOPE AND TOE OF ' / SLOPE AS SHOWN, SEE DETAIL FOR INSTALLATION ' TURF REINFORCEMENT MAT INSTALL ON 4:1 SLOPE (30'x20') / 1 6316 'NIP /J SIGNAGE NOTE: [ 1 h No on—site linage is to be used or installed, without the proper building 1 / permits per Weld County Code. LEGEND te 1 (UNLESS' OTHERWI WITH DESCR BED) I fill( \ - SILT' ENCE DURING i I Z 5052 , , • 05 �, CO STRucT10N = SECTION CORNER AS DESCRIBED • LI Soso' IP - S E 2LLI N k L, 5 CY GRAVEL += QUARTER CORNER AS DESCRIBED vi 1 a oZ C , PHASE 1 - /5p5'3 505 �= EXISTING POWER POLE m m `° En= 4075 CY GRAVEL _ 5055' =1 = WATTLE CHANNEL CHECK 0 CO 0 W N x / SPACED @ 75' (SEE DETAIL) L`I La a W Z Z W rCaa o+rt oNE- = EXISTING OVERHEAD ELECTRIC LINE 0 a L lay !-L 5pc,2 = PROPOSED FLOW LINE 0 0 0 a lay �� 449' 5p55 50 6' = EXISTING FLOW LINE ` I 6033, = ROW 00 G4 ------- = SECTION LINE a i- •I= •I= i- •i- 5n8' • •, PHASING 057' 5 00 ` in gps CULVERT h° �� = EXISTING CONTOURS a `V 4r i--- = PROPOSED CONTOURS U uuCuE W p TE PORARY ULVER 50 6 X X = �o�.aaaao.a.-.aaooaoa < / ]pc KIA( I'I I �y_.-ia okaooaoaoao agaaW °oc I = I 58, X EXISTING FENCE ISM Il@'i 111.) ? �o icou000000 , f - - — - D d — PROPOSED CULVERT o,aaaaaaaaa - — �,. �,. �,. A s i PHA ar sr ism iv ia= SILT FENCE (SEE DETAIL) C7 '7 1--. sz Sp 6, 'i► OFFICE = PHASING LINE ; [ h ''� /STORE o 2 GRAVEL 5059' W W v lob SAS'' STA DIM.TB� - A > 0 N _ -9/. CONTOUR INTERVAL = 1 FOOT c 3 3 3 1 v us o ° ° m o x ti ♦ O-v 5058'— — 0 0 0 W N a F ^. _—_: // —________—__—____ _.--- —.._.__.5059 _ _ / iii °n I I Vehicle Tracking Pad t •E ce cr ix op O O Mo D _ - '� - 150.0'5060' °Ory L_---_-_-' W N et a O Ili 0E 0 C 0 -O x oo s o Im so 5 6 -- Turf Reinforcement Mat (TRM) 'l a cc H 7 € �1 O I� j 5059' 5060 5062' 5063' 5064' 5061' � U W 1r `'� / RIPRAP PROTECTION DETAILS: z li 959' so6z' �_ �_ W et 1 0 \ \ � N a 15 7 60 co,- 0 al I t� q� PAGE: P 'o`la =1.71 5 60 CHECK .— N II 1/4 5058' 31°—7M1—3X0—310 x % _ !Ey ^Q pit apd+a t P T� �pf MD 103 ZEMS M In I L a a 1J CONCRETE DITCH 5065' STAN ao� "01t H g. O /�a 5058' tiPE M PAGE: o•,fr - (ISM"-156 USE TYPE L 0 �i h - M Q igI / TYPE' I. D-103 ix O N- to LOT NORMAL Y=067 ft O 30 s OF RE1-705 �S6 00 .2 A.4S Litt 5 e4 _a10 FLOW CONDITION V E I 00 00 (NOT A PART) Bs.00' Z �_ I/..e op irelem ear: A6enever IIOA a euoercdliwi in!he Loral- ==a.a/r= Alf PAGE: St ,wf 45 ara Uee Troe I. for o aismnse Pr so euAndream. N N M0 103 0 1\ FigureMO4OinksW 1-21 Erosion Protection at Circular Conduit Oinks Valid OD"s 6.6 0 h z� LEGEND dpueptwhdn ndr o IX CO Extend iPt tleplh .Molt war N r . sp._.., /1 U so• liner " 6 - 20' STALLSr.: _ `— APPROXIMATE CENTERLINE �� _ r t oo a cam w^ ok o OF THE STANLEY DITCH Rano S+dlmPLAN `-'•Eft te an dunned bens•l-S O LL (65'ROW) 11 30 STALLS PLAN -° 0 181 - 40' STALLS To.d Oink z 154 - 50' STALLS ►F :41--- i - 4,Il 1 - 60' STALLS I E, _ ;54 l.d,e N i ammo'eeddero D W W x FOUND#5 REBAR 1 90 STALLS PROFILE WITH ILLEGIBLE 1 - 100' STALLS I- MITER 1. Curt AM ampulla eared end.pm and end culvert outs O La_ YELLOW PLASTIC CAP - 1 1 0' STALLS z Curt wail renuaea al end w.11vwlapron and end sedum. o 2 Madmen depth darted%Pi•'nit or 3-Nal stSchmerie deeper. 3 Panned pint lWeners for flared end=eons fb F N 90°00'00"W 755.07' 8 1 20' STALLS Figure MO.36—Culvertand Pipe Outlet Erosion Protection Z I- D IX PROPOSED FUTURE BUILDING 1/4. 0 0-40, LOT A OF RE-3428 ' (NOT A PART) W.C.R. No. 16 (60' R.O.W.),, _ SW. (OR. SIC 28. PD. 2S"AL. car ® O a0 S. 1/4 COR. SEC. 28 FD. 2" AL. CAP Lp STAY PFD LS#31 169 ON `£6 RI' `8 , 40 30.00' STAMPED LS ILLEGIBLE ON#6 REBAR S 89°59'46" E 2617.02' II SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' Ln Know what's below. Ili W Call before you dig. N N er f USE BY SPECIAL REVIEW USR No . 16 - 0007 1 1 ��giNG� ��1S U W�� t W LOT B OF RECORDED EXEMPTION No . 1311 -28 - 3 RE- 3482 , BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 28 , 4� H . ® w TOWNSHIP 2 NORTH , RANGE 67 WEST OF THE 6th PRINCIPAL MERIDIAN , WELD COUNTY, COLORADO \x�� o�ywz r (LANDSCAPE PLAN ) — ,• \s �� W \ 150.0' C. cn cn —k, W. 1/4 COR SEC. 28, FD. 2.5" AL. CAP t ® ° STAMPED LS#24305 ON #6 REBAR �I CP en - M !S12 cT TI c°611; fFOUND#5 REBAR WITH ORANGE 1 � _ o apW 4.8PLASTIC CAP LS#23957 S(DID NOT ACCEPT) 0°22 11 s ota 10' LANDSCAPE BERM NORTH OF PROPERTY LINE , ' o M eZ-❑ (CONSTRUCTED BY ADJOINING PROPERTY OWNER) W L o O ^ N U n W `l n n W ° N 89°56'02" E 1334.66' �I p 2 Z <,A/� c - �oo ti x 0' 60' 120' 180' p� to w .o' w o V 46 a' - '4 ems++ x x x x x 46.T Off. W . ti o ; x SCALE I"=60' o o / LINEAL UNITS STATEMENT % <11> 159.0'X 80.0' '' All lineal distances are measured IFUTURE BUILDING j in feet and decimal feet units.CI.I - — / [ 1 ri 1 / c IN il * O Z N w I F 3 � g50.7 ' � O • O J 1 d N W I O4 V' W gq m rtO S • O m m w w N Z Z sc < J v w 0 3 U I— I k it a W = 0- I 5 O O O Q w SIGNAGE NOTE: Fo 449' No on—site sinage is to be used or installed, without the proper building — permits per Weld County Code. _ I5n• ' N X 4 w LEGEND •= FOUND #5 REBAR WITH NO CAP € ' (UNLESS- OTHERWISE DESCRIBED) d �/ M I_-" +` _ OFFICE Z ' en /STORE p = SECTION CORNER AS DESCRIBED m • F W751I C} STA DIM.TBD S).G<A QUARTER CORNER AS DESCRIBED c 3 ; 5 m " - W "4T z o m m m P“?. O, 0= EXISTING POWER POLE N ° 0 Llo CV ICIfa- 1/4).' 0 no DEXISTING VEGITATION 500 1ooti XX.XX'= EXISTING SPOT ELEVATIONS m L ce O W o I 3 XX.XX'= PROPOSED SPOT ELEVATIONS `` N '� ° d co H Z g EXISTING VEGITATION ^ -oHe-oic- = EXISTING OVERHEAD ELECTRIC LINE o o 0 —I ^ W _J � ---••-••-••-•-- = PROPOSED FLOW LINE `• z = EXISTING FLOW LINE / / - ROW H •O ---- - = SECTION LINE o i° co 1° 3 • /$ '� r*-----_,?___ _ .- - = EXISTING CONTOURS co N a lasp x xx = PROPOSED CONTOURS ` z _ N n1' to l 3110 3H0 3H0 axo �Y U CONCRETE DITCH STANLEY X X X = EXISTING FENCE 4' c` O = PROPOSED DECIDUOUS (CANOPY) TREE (2) g ` o/ 2" MINIMUM CALIPER a /' N = PROPOSED EVERGREEN TREE (29+/-) o t° LOT A 6' MINIMUM HEIGHT oI o: I �• OF RE-705 / s°.°°' — 3S°°' (NOT A PART) fl = EXISTING SIBERIAN PEA SHRUBS Z j,�''' 65.00 CONTOUR INTERVAL = 1 FOOT N I� N ft Oz 4 63 J (Z' co 4 o I a o pi c o (.0w+ W (-5.-S M1— Il cn APPROXIMATE CENTERLINE Q `-V o OF THE STANLEY DITCH • 0 v_ o (65'ROW) 0 V) CD o Z a �kr \ Q .- 0 N O CI D W W FOUND#5 REBAR i- WITH ILLEGIBLE O O L_ YELLOW PLASTIC CAP O • N 90°00'00"W 755.07' I- D Q \ o O-J o - LOT A — �, OF RE.-3428 "' (NOT A PART) W.C.R. No. 16 8141 (60'R.O.W.) S SW. COR. SEC 28, FD. 2.5"AL. CAP ® m O STAMPED LS#31169 ON#6 REBAR 30.00' S. 1/4 COR. SEC. 28 FD. 2" AL. CAP STAMPED LS ILLEGIBLE ON#6 REBAR 4%, // II O S 89°59'46" E 2617.02' L . SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC. 28 30.00' 0° Know what's below. C W Call before you dig. Nto I Hello