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Home My WebLink About20170296.tiff14.75 4 U CT) ntrtlyv —WCIT_`' _I I I I I Vir CR I AlSj 10 -MILE REVIEW! lA!REA I II U C, I 1 Ni Ls I 1 I I I 1 - --THI RNT A DA '1 I I I 1. SS SS —.L r 1 US R-775 RAD IO TO WER SURREY EROAC A STING / 11 SOFT r r 7 _ I _ r — — I ° 10 -MILE REVIEW ARE. I US R-554 MCI CO M rail TOW E R 19 9 ft +1- N I 11 I I I I •:1 I I - I I lc 'D 14-1 I iLIN O , wcR32 r • it ELI_ 44 itrTh!_ I I r� I I I -r- I I I I — — 1— — 1 I I I I I I I I rzs NO% LL W CR 32 L L� L. s.. SUSS _ — s _ i WCR 3D a) 1 cc U C I7t U - 2Arir1 USR-468 CO NI P RE SSOR STA + 111CROWAV E TOWER zie 0ft4- JPROPOSED 175FT COMM TOWER r - AS Mr I I I I I I I I I I W CR 32 SS SS S II -MILE REVIEtW AREA I I I I I. I I I I 1 1 I 1 I I - SS IS I I I I 4 1 I -r- r J -11--1K-4 Tom' IL -- S SS SS 10-MILE REVIEW AREA 2 r I mm:Wp MI a 2 WCR'8 _LTA_ I � CR 34i' 34 E -r,sJ • CFA 32 '�. _ _ _I.; �r I. lrs Et r N 0 ILL -- L C I T I EC I i -4 I WCR12 tan I a CC i l E( SOL WCR. 7u V.' 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ETIrt-s--..52-Thjsa..51i I to L - t Et 03 N 64W 1 lea win re I 11 CC g Ii ■ — - g CR2 J 1 -I- I I I I WC R12 am r— - U 8� I I r cr, O' II II uWCR 10 1 I rI reI 'a- t� I I IN CR O W CR 6 W CR 4 'N .5 - 1 ' J 1.2 r _L- u f WCR14 a — - - a! da„,zedre CR 8 - In _ - '71 's • a� Il WC R 1 4 a n, 1 -MOBILE 175FT CO FA M TOWER LOT 7 RA.T.C.HLESS. ESTATES PUS USR1 &0039 I CR8 I i — O is �. I I 02N 65W I I I I — I'o,''..F\ 1r f .. R. — �r : .a . 01 Fr iticRs Ins 6 �I 0f Lat T f f � e itNy jig ti11-r PROPOSED 8b'-O'NSO'-o- FENCED COMPOUND WITHIN 75"-0'x05'-0' LEASE AREA (SEE SHEET Z-2 FOR MORE DEIML) $08'45'581W 41.59' PROPOSED 175'-V MONOPOLE WIN 5'-D' UGHTN(NG ROD (SEE SHEET Z-3 FOR MORE DETAIL) SEIG'45'5VW 4$,50' (iE) • r sr\ f L4, ' ,@F.AFs D Li I S10'45"58"E- 35.49' Ls - 1 1`5'ff - —44;T:511- x.'57 - - L-4 3I4'inn 29.031 L3 SO4',99'04'1Y 63.27` . L5 S5Gr215 'w 65.92' L7� N96'% 2iii'5M� 1:QO 571 L8 su0'Otl1'5S'W 1+7.31' -If tivi314 -- 10,099_ b a PROPOSED e' COMPOST FILTER SOCK (SEE DETAIL 4/Z-4) 0, 0 F- in II LJm O Li En r3 w Z Z O r w O Lij A • AGRICULTURAL DISTRICT L •Insirres en -so • PUDi- PLANNED UNIT DEVELOPMENT DISTRICTI i T NO0'14'04"E 394480 -- w '0 pEl NOO'14'04"W 1.488.74' 12'—d' WIDE SECTION OF EXISTING DRIVE TO , BE RE -GRAVELED EXISTING WATER TANK C:ONICRETE PAD —ir_ Sar a - 4111 "17..1 CURVE RADIUS AR9 tp fTk1 I DELIA ANGLE ...C74 WIN. D ING C1 25,QO'" Jd. 96. r qv- 56P 3P -129'E- — Knew whets below. Calf before you dig. PRG1ECT'*0URS& Ott M.EE 'MAKING OATS 119110E 11IS OR%1I G ODES NOT INCLUDE NCIZS9.Rr pjIRCI♦F HJS F1IJR DDNSTRUCTID1 SWETT ALL CONSTPItCTtC1 !JUST SE WE IN, CCMFL NCE MTN SHE Ott IIPAnWu WETS AND FEAL.TH FC1 DF LIRD OA* MS 'RULES AND REGULMICHE THERE T4 APPURTENAWT --• tins a — ?e.... rr LOT 7 P.A.T.C.H.E.S. ESTATES APN: 14711 4301 007 a a LOTS PhA.T.C-H.E.S. ESTATES APN: 147114301006 17'1`irl 53 1. N I� ale• -to EXISTING GRAVEL DRIVEWAY r s SOFT $(05-E 394632' I, I" EXISTING IRON FENCE EXISTING CHAIN LINK = FENCE IF 'a 8 (3-..s, SITE PLAN Itiz-) $CALEFWID'IW S: GRAPHIC SCALE I — asp ( LN VEET ) L Lnrl1 — 80B. (SCALE BASED ON FULL SIZE 24'x36' SHEETS OtUX) {ID0 NC USE SCALE ON D11WR SEED 0RAi►INGSI .... di 1154 " I • 4a1ti—Sall. inn CZ./ate 'tea 1g, �. — est 1 s EXISTING BUILDING (TYP) 50'-0" PIPELINE EASELIENT '"—EXISTING UTILITY POLE (TYP) 15'-0 ` UTILITY ANO OPEN SPACE EASEMENT a a BULK REQUIREMENTS ZONING DISTRICT; PUD • PLANNED UNIT D!V!LOPMENTVPORT DESCRIPTION MIN. LOT ARE& MIN: FRONT SETBACK:. MITE SIDE SETBACK: REAR SETBACK: REQUIRED T■D■Y PLANNING COMMISSION TED SY PLANNING COMMISSION YBO Olt PLANNING ! FT COMMISSION TIED ET PLANNING 3,553 PT COMMISSION tXI5TINO 36.9 ACRES 72 FT PROPOSED NO CHANCE NO CHANGE NO CHANGE 2 4GS FT I I -- at I I I I m la X Fie 9 r 5.00' (TIE) I' T•MDUILE NORTHEAST LLC 31;11 OVA ANY STREET DtPIVERa CDLOPJ0D 60216 WORM (215) 033.6200 FAJCi (215) 6334323 Eco Si te1 ECO4ITE1 INC. 240 LEIGH FARM ROAD, SUITE 413 DURHAM, NORTH CAROLINA 27707 lallir W. advantage engineers SCHEDULE OP REVISIONS I • i 2 i 0 0941349 MTI'. EASEMENT REV. ■ 05-0!.15 ,ILK REVISED a 05.20.16 RPI4 OD% REVIEIY (ZDe1 WOy PATO DHAPflfl Ci* tC,PTIDh OF trr47w:ii DRAWN BY: RPM CHECKED BY: TA SCALE: NOTED 406 NO: P4520210.00 DRAIMIND TITLE: SITE PLAN DRAWING SHEET: 11111 SHEET NUMBER: 2OF5 Sall IT10 DNM&TION: SITE CO.0020 RESERVOIR T•MOEILE SITE 16455 COUNTY FORT LUPTON, JURISDICTION; WELD COUNTY, SITE NAME: MUNGER NO: ADDRESS: ROAD CO COLORADO DN1503 S 80621 LUOteO a0'¢O te—A Ca tke p $1. 9 05 /13/71C' WI xi )1 w w. J!FFERV NAOCRNT , M'.E. comma PA0F6as14H*I. !WHIM memo ma PROPOSE' Q' -O' HIGH CHAIN UNK FENCE - (SEE DETAIL 1/2-4) PROPOSED 6O'—Octio'-4' FENCED COMPOUND PROPOSED 75'-6'x75'--4' LEASE AREA NQ9'45'55"E 75.00' PROPOSED T-MOBLE ICE BRIDGE (SEE DETAIL 3/Z-4) .1\ PROPOSED 175'—D' MONOPOLE WITH 5'-D' UCM1VING ROD -, (SEE SHEET 2-3 FOR MORE DETAIL) ti PROPOSED PARKING MD TURN —AROUND AREA ACCESS GATE (SEE DETAIL 1/2.4) S5W45'55'W 75.40' PROPOSED 1D -D• WIDE UflUTY EASEMENT PROPOSED 20'-D- WIDE ACCESS EASEMIEN' PROPOSED 12'—O' WIDE GRAPHIC SCALE . a IN METI 1/16 inch = 1 ft [SCALE DASD 4N FULL slfl Z4":G3B' SHEvrtc ONLY) (DC MDT US! se*LE OH OTHER SIZED bRANIWts) PROPOSED T —MOBILE EQUIPMENT ON CONCRETE PAD (SEE DETAIL 2J/Z-4) PROPOSED 10.-0.34I550.1 LEASE AREA PROPOSED ELECTRICAL. H -FRAME 12'-0' WIDE SECTION OF D OSTING DRIVE TO BE RE -GRAVELED GENERAL NOTES: FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- GENERAL CONTRACTOR SUBCONTRACTOR- SUBCONTRACTOR HIRED BY GENERAL CONTRACTOR EC4-SITE ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL visa THE CM- SITE TO FAMILIARIZE WITH THE EXISIINO CONDITIONS AND TO CONFIRM NAT THE WORK CAN BE ACCOMPUSHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTTNIION OF OWNER. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORbANC£ wmi ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFURMANCE OF THE WORK. ALL. WORK CARRIED OUT SHALL COMPLY WITH All APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLCABLE REGULATIONS. 4. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT APPURTENANCES AND LABOR NECESSARY TO COMPLETE AU. INSTALLATIONS AS INDICATED ON THE DRAWINGS. S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT A140 MATERW5 IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE, S. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL Y THE OWNER. 7. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENT'S. PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHAW 6E Ra'JREO AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 0. CONTBACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP LATERALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EX$SI1NO F&CIUTY. 11. CONSTRUCTION SHALL COMPLY WITH ECO-SITE MASTER SPECIFICATIONS AND THESE DRAWINGS. WHERE A CONFLICT EXISTS. IT TS CONTRACTOR'S RESPONSIBIUTY TO NOTIFY OWNER. 12. NOT}IN0 CONTAINED IN THESE DRAWINGS SHALL CREATE ANY CONTRACTUAL RELEATIONS BETWEEN ANY SUBCONTRACTORS) AND ECO-Srrt. 13. CONTRACTOR SHALL HOLD HARMLESS EGO -SITE AND RS REPRESENTATIVES FROM AU. SUITS, ACTIONS, OR CLAIMS OF ANY KIND BROUGHT ABOUT AS A RESULT OF ANY INJURIES OR DAMAGES SUSTAJNED BY PERSON(S) OR PROPERTY DURING THE CONSTRUCTION OF THIS PROJECT. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SkfITY PRECAUTIONS AND PROGRAMS FOR ANY AND ALL PERSONS, INCLUDING SUBCONTRACTORS, ON SITE AS REQUIRED OY CURRENT OSHA STANDARDS: INCLUDING BUT NOT UNITED TO: PROPOSED CONDUIT ROUTED ALONG NEW EASEMENT FROM EXISTING UTILITY POLE TO NEW A PERSONAL PROTECTIVE & UFE SAVING EQUIPMENT B. SIGNS, SIGNALS & BARRICADES C, TOOLS - HAND A POWER E. FALL PROTECTION F. EXCAVATIONS G. CONCRETE A MASONRY CONSTRUCTION H. STEEL ERECTION I, POWER TRANSMISSION & DISTRIBUTION J. CRANES & DERRICKS IN CONSTRUCTION Know What% 'lIQ%r Call before you dig. PROTECT ItouIRM1F. dwE MtEf 119RfNc PAr5 NQTKE THIS 9N.AN6 QQES NQl IMMIX NECE5€.R/ CWPQNEIfrS FON DONOWCTICH SAFEIU .VJ. rOHS1R4ltl7M1 LUST 9E DONE IN COLIPLIWtf MTH 1HE QGCQPARRUL 5ArETY AND HEALTH PCI Cr IP?D AND ALL RULES MID FiELIIGfTIW S x.1.1 If! YIUd T[PIIS� T-MOIIL! NORTHEAST LLC 233,7 DLL GANYSTRIZT DENVER, COLORADO 10218 PION& rail} 033-.E200 PA%, RIC 433.6553 Eco-Site' SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers SCHEDULE OF REVISIONS I • y 1 u 49.13.11 MTO EASEMENT REV. I 06-0946 .ILK REVISED A I • . RRII 10% REVIEW (Zeal RIM NO. DATE ORAETIik Oii,3MrirflONt Of cI A'J.473 DRAWN BY: RPH cHtckcic SYL TA - . SCALE: NOTED JOR NO: NE9021U.O° WRAWING TITLE: COMPOUND PLAN DRAWING SHEET: INERT MUMMER SITE NAME: CO -0020 MUNGER RESERVOIR T -MOBILE SITE NO; DN1503 SITE ADDRESS: 16455 COUNTY ROAD B FORT LUPT0N, CO 80621 JURISDICTION: WELD COUNTY, COLORADO JHUP ItY HauSANt co -Lt ati10 rgta#I[Sar.0MAL IMP IJrA*M LI CAN SI I MM. PROPOSED 5.—O" LIGHTNING ROD PROPOSED T -MOBILE ANTENNA t , 1 T� 2323 PHONE: PAX' DILGANY LE OELdANY a Ii � ',, 21610.1442OO f7,5a@3)51.0 A a STREET STREET I ' rp I/, 1 At r R. TOP OF MONOPOLE (rrP OF 4 PER SECTOR, 12 TOTAL) x pl. F74 9 �f'Lr . ...-ts,„, PFIC ED_T= TOILE IS 174`-- 1-' A4L ECC5ite PROPOSED T-h109ILE MICROWAVE DIEN ECO4ITE, INC. 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 A advantage , „ ?I . I1VI W wr engineers n.,<hir Pr •..E ' I T i,.`.. r:I r,: I SCHEDULE OP REVISIONS • 4 I a 2 r I • 09-ia1-10 MTO eAteMENT Rev Cr 0E•09.1€ JLK I REVISE) Ij a 06.24-18 RPM 90% REVIEW 1ZD:a a NEV. N0, DATE DRAFTER DL11GR$fTCD11 Or c14404419 cP I DRAWN BY! RPH D CPIECK!D LT: TA n .. — — bCALE: NOTED JOB NO: NO9O210.00 PROPOSED 175'-D" MONOPOLE I]RAWIM4 TITLE_ ELEVATION PROPOSED T—MDHILE ICE BRIDGE DRAW9103Me6rz 3 (SEE DETAIL 3/Z-4) \ PROPOSED T -MOBIL€ EQUIPMENT ON CONCRETE PAD mar ROAMER! F (SEE DETAIL 24-4 PROPOSED B"-0" HIGH C1#NN UNK FENCE (SEE DETA L VZ-4) PROPOSED ELECTRICAL H=FRAME-,..N\N SITE INFORMATION: SITE NAME: CO -0020 MUNGER RESERVOIR T -MOBILE SITE NO: DN1503 16455 FORT SITE LUPTON, COUNTY ADDRESS: ROAD 8 CO 80621 'L JURISDICTION: \ WELD COUNTY, COLORADO _ I;RAO€- --1r o ACL -D� _-� ELEVATION GRAPHIC SCALE r 7p1 1'/toa-�it/'J ( 1N RErr ) 3/32 inch - 1 it (SCALE RASED of FULL SSEE WOO" SHEETS ONLY) 1/4% Q _ 4 T far ED0 NOT ME SCALE ON OTHER SEED DRAWINGS) \ 011A 1. v W. JEFF MIT NAOORKY I P.E. COLORADO PRDFELHONAL INC NEAR LICENI• Y 3' CORNER $ 1 STANDARD GAUGE POST D'-0` O.C. MAXIMUM 2' SFAKAARP GAUGE (3) STRIWDS OF 112 TD1� Pty 4' STANDARD GAUGE GAUGE GALVANIZED BARBED GATE POST IMRE PATH s -POINT BARBS 10!-Q' O.C. MAXIMUM i 2' STANDARD GAUGE 2' STANDARD GAUGEel+ ... t : +I. fIrv'. �ti' t 'I,, 1 . 1 ' - i, INTERMEDIAlt POST .t , f , >. WELDED LATE PIPES r f. t 2' STANDARD GAUGE D GAUGE 2-x2' r 7- CENTER PIPE FENCE Material Type 3 mil HDPE 5 mll HDPE S mll HDPE I Multi Polypropylene -Filament Heavy Duty Multi -Filament Tail0MR NORTIIMA4I Use STREET Ca LOIt _ FABRIC :. �,- (MFPP) Polypropylene DENVER, t0 t11 PSUi'1et Ira} Sas4200 (HDMFPP) FAX: pill 6334193 Material Photo— Photo— Bic— Photo— photo— _ 1 r - l _ - — Characteristics degradable degradable degradable degradable degradable — Sock 12" 12" 12" 12" 12- Ec_Sitet Diameters 1$" 18" 24" 32" 18" 2411 32" 18" 24" 32" 18" 24" 32" ECO4ITE, INC. q mesh bpenina 240 LEIGH FARM ROAD, i 3/8" 3/8" 3/8" 3/8" 1 /8" SUITE 425 Tensile Strength = Ultraviolet ' ..d S bility Original % 23% 1000 at hr 237 WOO at hr 100% of 100.0 hr 100% at 1000 hr a- -Strength ., {ASTM 155} ^ a 5 9 fi IF L months months months 1year 2 years -_—, .. -_ - - _ __ �y. • -- *ice � �,^,� i advantage engineers Thin -Ply systems HDPE biaxialIIet C ilr tj itiva xtivnd \_3/8' Inner Containment Pletting STEEL coRNER . 07 GAUGE TENSION GALVANIZED i :r Ftu r+viltlbd un _ SC i9EU ULE OF R E1lLS I Ot114 TRUSS WIRE PROPOSED STYMIE LOCK 3/4`53/4" Max. aperture sl2e TENSION OAR ('TYP) ALL FENCE POSTS WITHIN PROVIDED BY ECO—SITE) TO E INSTALLED Err CONTRACTOR i Composite p P + (Woven layer a non -woven Fleece MECHANICAL GROUND a FEET OF SHELTER ARE TO Outer Filtration Mesh mechanically Lased via needle punch] a -CLAMPS TO BE 1 GROUNDED TO GROUND Ir15t.AIJ.EO ORI ALL CORNER POSTS RING WITH A CADWELD 3/f6' Flax ape+ttre sire 2 I ' �- 1,i$. • l 1'—A'' b co -! CONCRETE FQEiT1NG Sock Fabrics composed P4 of burlap may be used on projects lasting months or less. — — — lo� y (4000 PSI • 26 DAYS. — — PORTLAND CEMENT CONCRETE) 12'-0' WIDE GATE _.. TABLE 4.2 - 1 COMPOST STANDARDS '0 09.13.16 MTO EASEMENT REV. CHAIN LINK FENCE DETAIL N T 1 Organic Matter Content 80% - 100% (dry weight basis) a 06-13.16 ,ILK REVISED (2) PROPOSED T -MOBILE LED PROPOSED T• -MOBILE COVP MOUNTED TOOrgan Organic Portion Fibrous and elongated420.4.) A 03.20.16 RPM 90% REVIEW OVERHEAD WOR#C USK'S ---. NEW UNIsTRUT FRAME -- nay, 9 -0 DATE DRAFTER Otldr!iYl0S 0* ea+wat MOUNTED TO H -FRAME POSTS } pH 5.5 - 8.0 �' PROPOSED GP5 ANTENNA ' Moisture Content 35% 55% DRAWN BY; NPN PROPOSED T -MOBILE oleo - ON A 003/4' o WEATHERPROOF ENCLOSURE -' a Particle Size mitt Mau BE: TA 98% pass through 1" screen ti q �H®11 Li �+7 1 SCALE: NOTED Soluble Salt Concentration 5,0 dSlm (mmhos/em) Maximum - JOB NO: 14190210.00 PROPOSED ED PROPOSED ICE BRIDGE T -MOBILE DELTA SSC . . SUPPORT ANDREW 'BRACKET, PART NO, WI3-1S12-d, 2'x2 WOODEN STAKES 10' 0 C DRAYhfINC TITLE: I OR APPROVED EQUAL PLACED COINSTI �JOTIi]►!�1 f !�I PROPOSED 12' ICE BRIDGE I ANDREW PART NO, WB-0110-8, BLOWN/PLACED FILTER MEDIA COMPOST FILTER SOCK DETAILS OR APPROVED EQUAL DISTURBE❑ AREA UNDISTURBED AREA .-... il��; • Igo DR*1 P1 a!HEETa pet'-ll- „ HEN.I11�-If III II jl Iv. IL� Z 4 `rp EXISTING CONTOURS 1y ., r '°.'!,I .a.:.0,_ ti l� f STIEET NUMBER: \ I DISTURBED S OF S N �- '1 AREAtED / '' GROUND LEAD TO ..., .ter,- SITE INFORMATION: GRouwo RING (TYP) , N_ %,... .`O SITE NAME: PROPOSED T-+ OBILE FC0A ___ CO-0020 14IUNGER CARNET CROWN F0ODN0 E .,: ___-co s .�- RESERVOIR ■ — —. -�' T -MOBILE SITE NO: DN1503 f rnNl , SITE ADDRESS; , PROPOSED PPG w/APPLETON T —MOBILE - COMPOST UNDISTURBED �r 2" X 2" WOODEN STAKES 161455 COUNTY ROAD $ FORT LUPTON, CO 80621 GENERATOR PLUG -� FUTU7— FILTER SOCK PLAN AREA PLACED 1 D' 0 C VIEW JURISDICTION: WELD COUNTY, COLORADO NOB N rEsti PROPOSED MFOOTING �,rs CABINET 121-0N91-0° - CONCRETE 1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS - CONCRETE PAD OF TABLE 4.2. ' 2, COMPOST EXTENDED FILTER SOCK SHAD- BE PLACED AT EXISTING AT LEAST B FEET UP SLOPE AT 45 DEGREES LEVEL GRADE, B0114 ENDS OF THE SOCK SHALL BE TO THE MAIM SOCK AUGNMENT (FIGURE 4'.1). a 'Q �� MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4.2. STAKES MAY BE �"` INSTALLED IMMEDIATELY DOWN5IMOM.OPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER. >✓ . {? r ` R Y �" ''1+ w! 0.4 r RFikl1 POSTS 3. TRAFI=IC SHALL NOT BE PERMITTED 4- ACCUMULATED SEDIMENT SHALL. TO CROSS FILTER BE REMOVED MIEN IT SOCKS.. REACHES HALF THE ABOVEGROUND HEIGHT OF THEY , O'fr it ',l O r'kr +t PROPOSED WIDE CABLE T -MOBILE 1' .r BRIDGE MUST BE GROUNDED SOCK AND DISPOSED IN THE MANNER 5. SOCKS SHALL 8E INSPECTED WEEKLY DESCRIBED AND AFTER ELSEWHERE EACH IN RUNOFF THE EVENT. PLAN.:81 DAMAGED SOCKS SHALL BE REPAIRED rB. BIODEGRIADNGALE ACCRYEAR. THE MANUFACTURER'SE FILTER SOCKS SHALL BETO REPLACED CIFICATIONSAFTER OR REPLACED 66 MONTHS WITHIN PHOTODEGRADABLE ION. 24 HRS or(SOCKSNSPECTAFTER t`4f-\ } Ilt L i Ps POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. I - I IP ` 2 ; 2 T -MOBILE EQUIPMENT LAYOUT 1 * 7, UPON STABILIZATION OF THE AREA TRIBUTARY LEFT IN PLACE AND VEGETATED REMOVED. TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE `,` "0 I. r9 "'` � ':2-0 sTa 1 OR IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE as MULCH SPREAD AS A SOIL SUPPLEMENT. Cat Knew wharf below. 1._0. AN. r S.1»y It Call before dig. } ,c� you a ,v , _ l _ � pp , tw ,,......3 No¶ailatE THIS DRAHNN DOES HD7 INCLUDE NECESSARY O•C+Ra1ENTS FOR CIDASTRUCTON SWETT A PROPOSED ICE BRIDGE DETAIL #•' A 0NA I. ' 11 - - - - Ofl!ISTRV67l{!N NM BE DONE IN COMPLIANCE �L �4 HEALTH WM DIE SAFETY F!ID HE TH ST.s, f A ., COMPOST FILTER SOCK DETAIL Iht, iL'FFER1f 1+11tr3011F1Y . F.E. xn or DM MD +u Rues MD HEua..,nals +. - WL - "- Aml' Kr$ - ZOLBNROO RNCil/itlONAL Ip81Ntt11 it WelNIC I51 20 NOTE TO GENERAL CONTRACTOR r t a � `^��plll�� 4h i WITHOUT wTHE • Ul " • NO IANALYSISE ENGINEER ADDITIONALLANTENNAS WRITTEN WORK GENERAL IS IF REVIEW TO ANY IN dNSENT OF WRITING BE CONTRACTOR DISCREPANCIES PERFORMED AT SE FRQhd APPROVED INSTALLED NO TOWER SHALL TIME ON ARE ENGINEER STRUCTURAL THIS NOTIFY WILL WITHOUT FOUND ANY SITE I T .-% \V L'icle T•N6oi1L! 2313erLoaNY'mum DIPNE�R, P00 PS l'_ 1 NQRfiHLAST COLORADO Lzl6},W IJN J , I al (1 LA.C 10216 _} �d -.."-„t- SOD 60 * -e ill -I EcoSitS at 240 It. 16 1 19D C IIIIIIISI I em3; E LEIGH GHI, FARM R. �� L ' N 11�irJllI�l1 DURHAM, NORTHSUITE CAROLINA' 27707 MAGNETIC DECLINATION CALCULATED 0N:5/11/2016 advantage iiiir engineers NO: CO 0020 FAUNG R R S RVO R SCHEDULE OF REVISIONS 5 I O B SiM Na DN1503 4I I 16455 CouN y ROAD 8 . pp -13-15 MIS EASEMENT REV. 9 06"03-1& -ILK REVISED a 09"20 -IS KPH 90% RVI EEW ' (iDaj OR UP ON CO oRADo 80621 Mbv' DATE PRAPTU 541.CRIrl19N 91' GMA IOS5 9 DRAWN SY: RPH CHECKED EY: TA SCALE: NOTED JOB NO; 14400210.00 DRAWING TITLE: SITE INFORMATION TITLE SITE NAME CO-(ID2O MUNGER RESERVOIR T.MOBILE SITE DN1503 SITE ADDRESS: 16455 COUNTY R0AD 6 FORT LUPTON, COLORADO 80621 ( fl N D �L kin in �� SHEET JURISDICTION: WELL COUNTY, COLORADO ZONING: PUD • PLANNED UNIT DEVELOPMENT APN: 147114301947 yg��}} 04)(NAD B3 SITE COORDINATES: N 1Q4r 5 A5 9" County vow IC slow* as DRAWING SHIRT: ill (-104 83� GROUND ELEVATION: 5116 07't INAVD 88} Ili) 5TRUCTURETYPE: MONOPOLE STRUCTURE HEIGHT' 180`-D't AGL ANTENNA RAD CENTER 170`-0•'t AOL SHUT NUMBER: 1 OF LANDLORD NAME: ROBERT & CLAUDIA MARVIN • LANDLORDADDRESS 16455 COUNTY FORT LUPTON, APPLICANT ECO-SITE 240 LEIGH DURHAM, ROAD COLORADO 80621 INC FARM ROAD, SUITE 415 NORTH CAROLINA27707 !IT! IFIFiDI iiAT ION: /+/� SITE CO -0020 RESERVOIR NAME: MUNGER T -MOBILE SITE NOI DN1503 sl I SITE ADDRESS: CODE ANALYSIS 16455 COUNTY ROAD8 FORT LUPTON, CO 80821 SUILDING CODE IBC 2015 ELECTRICAL CODE: NEC 2Q14 FIRE CODE: IFC 2015 ffi c JURISDICTION: WELD COUNTY, COLORADO USE GROUP: U (UTILITY) CONST uc11ON TYPE LIB ' 6-•-• 4 r`ah Nam. a AArnardstar SHEET INDEX a,ao 1,a f'' Isar AR A MAP R Tf' SHEET DESCRIPTION r ,`tom' OS' �f PROJECT DESCRIPTION FORT LUPTON, COLORADO NO.SHEET O r (�u� '� SCALE: 1" Ill =000'-0" Ti TITLE SHEET N. % 1 PROPOSED 6O'-7 FENCED RE 2_-1 SITE PLAN tiL 71 , 80'-D" COMPOUND TO INSTALLED WITHIN PROPOSED 75'-0"x75'-0" LEASE AREA " Z I 2-2 COMPOUND PLAN I 05 2 PROPOSED 175'-O" MONOPOLE \MTH 5'-D" LIGHTNING ROD TO BE INSTALLED DIRECTIONS: Z-3 ELEVATION + "O 1 1 1 k ` 3 TWELVE NEW ANTENNAS TO BE INSTALLED ON MONOPOLE DEPART DELGANYSTREET TOWARD 23RDSTREET/PARK AVENUE WEST TURN RIGHTAT THE 1ST CROSS STREET ONTO 23RD ST/PARK AVENUE WEST CONTINUE To foLLOW PARK AVENUE WEST USE THE RIGHT 2 LANES TO 2.4 Cr7NSTRUCTION DETAILS % Q it\ %�' y i f j I (12) /4 d T -MOBILE EQUIPMENT CABINETS TO BE INSTALLED ON PROPOSED CONCRETE PAD MERGE ONTO 1-25 NORTH VIA THE RAMP TO FT COLLINS. MERGE ONTO I-25 NORTH USE THE RIGHT 2 LANES TO TAKE EXIT 216ATO MERGE ONTO 1-76 EASTTOWARD FORT MORGAN.14 EP RIGHTTO STAY ON i-i6 EAST O' i* '6ots'. 'A al TAKE EXIT 25 TOWARD LOCHBUIE TURN LEFT ONTO E WITH AVENUE TURN RIGHTCNTO COUNTY ROAD 37. ti% sic.. --see 5 TURN LEFTTO STAY ON COUNTY ROAD 37. TURN LEFT ONTO COUNTY ROAD B. THE 51TE WILLBE ON THE LEFT. a„^ 0 NEW ELECTRICAL SERVICE TO BE INSTALLED 1 OA Aes B NEW TELCO SERVICE TO BE INSTALLED �r nit � YE. JEPSERT NA CORNY' I P.E, COI VAAIDO P P441591154.PIAL. 1tLD IM MIR LKPMelD11341 3' STANDARD GAUGE CORNER POST 1O' -D' O.C. MAXIMUM 1O' -O' O.C. MAXIMUM ' 318' STEEL CORNER TRUSS TENSION BAR (TIT) MECHANICAL GROUND CLAMPS TO BE INSTALLED ON ALL CORNER POSTS (2) PROPOSED T -MOBILE LED OVERHEAD WORK LIGHTS MOUNTED TO Ii-fRAME POSTS PROPOSED T -MOBILE CIENA ON A 4'%4'X3/4M WEATHERPROOF ENCLOSURE PROPOSED T -MOBILE PPC W/APPLETON - GENERATOR PLUG PROPOSED CONCRETE PAD fp Know what's below. Call before you dig. PROTECT i('Ii S€LF ('4 FORTE Aci•Ar'u DAYS HOLE THIS co &WHO DOES not HCLUDE IECC -ENT DLWPCfFNTS IMP CDH51PHC11Dn 3hFE.T; ALL 1YANSTWIO11R1 MOST .E COME h' COMPUFNCE YAM TLE OCCNPATICYUL sMsrr AND HEALTH LCT OF 1970 AMP iU. p'U5 iND IECULC11DH5 1HTFE 1 ? MPUR1QM.NT. • • Alt? GAUGE GALVANIZED TENSION MORE ALL FENCE POSTS WITHIN ;5 FEET Of SHELTER ARE TO BE GROUNDED TO GROUND RING WITH A CADWHELD moir 2" STANDARD GAUGE TOP PIPE 2' STANDARD GAUGE INTERMEDIATE POST 2' STANDARD GAUGE CENTER PIPE CONCRETE FOOIING (4003 PSI 0 2B DM'S. PORTLAND CEMENT CONCRETE) CHAIN LINK FENCE DETAIL 2-a NTS 9"-0" 4 C1 `h PROPOSED T-µt;P'LE LIEDIuM DELTA SSC PROPOSED T —MOBILE FCOA CABINET C FUTURE T —MOBILE CABINET 41. STANDARD GAUGE GATE POST (3) STRANDS OF #12 GAUGE GALVANIZED BARBED WARE Will -I 4 -POINT BARBS ' 5TASr1ARD t *UGE WELDED GATE PIPES 09 GAUGE 2'x2' FENCE FJILBAC 1 . I ■ 'I u II aas a 1--1 ri a r 1 1 1 . . i i _ PROPOSED STYMIE LOCK (PROVIDED SY ECO-SELF) TD BE INSTALLED BY CONTRACTOR 12'-0- WIDE GATE a a I I' - PROPOSED T -MOBILE COW MOUNTED TO NEW LINISTRL1T FRAME 1 PROPOSED) T —MOBILE 1' WADE GABLE BRIDGE T -MOBILE EQUIPMENT LAYOUT yEAL% HIE PROPOSED CPS ANTENNA a • Re A PROPOSED ICE BRIDGE SUPPORT BIiACKETb ANDREW PART NO. WS —L.212 —J. OR APPROVED EQUAL PROPOSED 12' ICE BRIDGE Kit ANDREW PART NO, WB—K110—B. OR APPROVED EQUAL GROUND LEAD TO GROUND RING (TYP) CROWN FOOTING • 4000 PSI MIN. CONCRETE FOOTING ALL SUPPORT POSTS MUST BE GROUNDED PROPOSED ICE BRIDGE DETAIL NOTES: Material Type 3 mli HDPE 5 mil HOPE Heavy Duty Multi -Filament Polypropylene (HDMFPP) 5 mil HOPE Multi-FIlement Polypropylene (MFPP) Material Characteristics Photo— degradable Photo— degradable I3io— .degradable Photo— degradable degradable Photo — Sock Diameters 12" 18" 12" 1 8" 24" 32" 1 2., 18" 24" 121 18" 24" 32" 1,7.. 162" 24-.1 Mesh OpeningI 3r 5" 3/8" f 811 3J 8 CS 1 "+1' /8 202 psi Strengte h 26 psi 26 psi 44 psi Ultraviolet Stablllty % Original Strength (ASTM G-155) 23% at 1 000 hr 23% at 1000 hr - 100% of !COD hr 100% at WOO hr 6 months: 9 months 5 months 1 year 2 years Two -PAY systems Inner Containment NettingFusion-weld HOPE biaxial net Continuously wound Tae_ 3f4'x.3+'4' Max. aperture Sthe Outer Filtration Mesh r ' OMP* (Woven layer mechanically POITDr e $ ib c to � and noravioven fleece fused via needle punch) 3316" Max aperime size Sock fabrics composed of burlap may be used on projects lasting 6 months or less. TABLE 4.2 COMPOST STANDARDS Organic Matter Content 80% - 100% (dry weight basis) Organic Portion Fibrous and elongated pH 5.5 - 8.0 Moisture Content 35% - 55% Particle Size 98% pass through 1" screen Soluble Salt Concentration 5.0 ds/m (mmhos/cm) Maximum 2"r.2" WOODEN STAKES PLACED 10' 0 C BLOWN/PLACED FILTER MEDIA -- EXISTING CONTOURS DISTURBED AREA N N COMPOST FILTER SOCK COMPOST FILTER SOCK UNDISTURBED AREA DISTURBED AREA w / F tie, . f uNDISTURBED AREA PLAN VIEW Vic 1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2. 2, COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE, BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST El FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT (FIGURE 4,1). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4.2. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER. I TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.. 4, ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT, DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 6. BIODEGRADABLE FILTER. SOCKS SHALL BE REPLACED AFTER 6 MCNTFIS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR, POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO THE MANUFACTURER'S RECCAIIMENDATPONS. 7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SUCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. L 2" X 2" WOODEN STAKES PLACED 1O' O.C. a COMPOST FILTER SOCK DETAIL NYE ‘A;' I I 14,SC'� r A,5 T. OMLt MO!1T1E,llr LIZ 2323 O!LOANY STREET crNvCR,COLORADO06I16 PHONE; .(215I6J3-5200 PAM {2t0JG11.53,1 Fco-Sit' ECO•SITE, INC. 240 LEIGH FARM ROAD, SUITE 415 DURHAM, NORTH CAROLINA 27707 advantage engineers UCMe:0uLe of RE{nmroTEs a a 2 I to ' 09.13.10 MTO EASEMENT REV. ■ '06-03.16 JLI( PEWEE] IOC -20.10 RPH 9O% REVIEW ink) AlW NO cm?! ETkartal• 0iSCRI PTI ON 4P CAI OLNIOS E BY: RPH CHECKED •Y: TA REALM NOTED JOt NO: N590210.00 DRAWING TITLE: CONSTRUCTION DETAILS DRAWING SHEET: SHEET NUMSER: S OF SITE INFORMATIP1:.: SITE NAME! CO -0020 MUNGER RESERVOIR T -MOBILE SITE NO: DNI5O3 SITE ADDRESS: 16455 COUNTY ROAD 8 FORT LUPTON, CO 80621 JURISDICTION: (WELD COUNTY, COLORADO I, '{11:Y��, n ©fs il li o en1� 13 e4r' fs ." k Ile_ y rf 11J tONAL t IN. JEFFERY MAQORNY , P.N. E OL DPADQ P!'OPI.SIOHAL fH(J1N.IR LICENiU 1,11721 I I I ti r I CR4.5 12 —" W CR 6 I I Qb • I I. 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Wear 1.017: OK !VIL RTTP ?A' Ai" E1FFSR Clxrai (7O NOT Srz3 8cirx ow 011478 Frac 7MRM1'rii) -:`t >„_i,{'i _•:a^ `"� r?_� S-' i. ^�� N�:. �r r'�F � , �r'�ri.,.-*r.7k I Site Plan and Tower Compound Plan NEW T -MOBILE CPS M 1EN hi'k Mawr" TO ICE MI= POCT SEC LEO WOW ISMS Ah'CID) TO 2.4- ICE MOLE, JTtd i Si_DART It 1.20-100- it OR fiPI:AWEI E10L L IT -11 II 2'-4.' N NEW T-i+,tElaliE LAFicE cELTA DER POST 15C :H EHi T-wODU LTSSI R.UT TABLE mum el STAC KEG a. e NEW T—blOelIE r WINED rc a SINCE PST t iaa F1nU� -f T'.R 11 'TABLE WITH STOCKED 14111 CUES Tri 7•1- rum w 1—WMLE UN 'Maar -.�..-11 S • e . - i ■ S i IhDRy' TaaWCiaLC CE MCC •'• E r� 'iTZ EC PEW_ •¶1Z— ) • NES T=LOME /.ION CAE*" El k.1 11Eb BFI IITLI'T'Y FRANC t-i YN PM VOWS) Ca CiDitikNCE r Is a 0 c I 1a'-0' 'DIC, a rtiiS FUTURE T-LIICBIIE EOLIMADIT IHET I lirel ler T-A10EILE FPC F iE7 A!?.nI ELE LOWED T Inn' F +4111 PLATFORM LEGS (T?P OF 12) FUTURE T-MUStS E1CIA kEtlr CAOINCT IIRC . ; 1 a. IMP T-WDB LE EtiLJFkC(T CAM ET PROPOSED T-MOEILI EQUIPMIINT PLATFORM L.AYGLIT I tal IL= 1O' -D" CG I4N XMLIW r • • t'I t Ella O REEK —TENSION DOR rill beat -Pe VC SOUND C1 MPS 10 BE INS11"LL€6 ON COMER PESTS I a • II 2.' STAIMARD CAUSE TOP PIPE 1-i5 Z. FROMJ 11.11.1= IkITTAWi:'OIR1E POST b .2- MOORS) RAMIE _ CENllgil PIPE 4.° STSAX Fl AhEle 7 BMX L?LIDVAZ TENSDII 441FE 1 • II ALL FENCE POST5, WWI 5 FEET Cr SHELTER ?LSE rift t GROIODEP TO GliDi A'I Lit IIIRO 111TH A rill" r . C4000 PS 0 20 WAS. PcRTLAI'b EI N RRRT .T YJ I �11Il� LINK FEE DETAIL 'AIMS .. PROPOSED CPS _ Atli* i a PROMO KX URDVE 51.-PPCI7 Eggert EMIT OF MD PROPOSED 2.5- ICE ERODE Nal, , - SITE FRO I PART NO. IN-liD-V, • DR .iPRC'+.ELI EQUAL r• 'I ICE BRIIICE DETAIL Jt an. GROUNC' LEAD ICI 9 LIN a RI C (TYP). CO MMUS OF N1t CAME SJJ CC C SJ-WINa4RBED ,' ii1PF 71Rt4 i-Pdkir Rr•- II ' OTAIIDAND War WLIPP CATE WE _iv SAGE Z-5 FENCE FMK — DROWN N FOOTE° 4000 PS tIN. an CRETE FOaTl41C MUST DI! Er CU 4150 PREMED MIME LOCK irDIFEIEC Ea- �, i'o BE IILSTALLEU BT MINT �T[FI I2"-0' WIDE WIlE • I It TABLE 4.1. COMPOST SOCK FABRIC MINIMUM SPECIFIC,ATIONIS Mntrrtil type 3 m+il I IDRL 5 nail I UFE .5 mil I DEL `\Milli rilanera rrplstirr iyIriw 0, -H -l-2) I kern( Duty I -Mal -live poke prowl arle 'CHI T1FI19 Materlat eitraitti- iltiivy F'r_to- r -cc=tie F'1oc.:- at•sacan LI:- Macro:: 51r. F-hcL)- cia- a:sr:dab , •12craactl n Sock TatlirleiLera Mesh (7 u'iIr 12t• 1.., 3/ . 2" `/Le" 117 1F. 31S" ,.,_, , jfii, 3•r8r 11" 1 M"Q 1fan 012' Telielle strpan Oth -? Fi Fri r Fb rour '1 1 l;7,i :1,17: ha U I tr adl Oda :M . Iilk, 41i C)rigF l SValsIth (ASTh1 C lay] et 1tPC0 hr. 133 CI• 'MD 'Ir. 1r(i at I= ter, IXf .. at 1 CCC I ' ti r4'811'5 S IllMIThe iii WCrit1! I k?eF a y.6ere T .rrPhe ros:wr: Tnnfer C rxitalil.rnent Pie Etlna I 'Tin 49Fade net Jr:rt:10i '511_4 -• 7:41/2::.X?:Fitt-. ,:c...M r 11* 4t F W t tat80fll th rr.r'{ti:^JTi' r::.c. r•:r:,irre 'aft it Ik''= `=1 =" MK re: - • R ,u - - _ _1.1a rt .::rrll.m_ 37c 'a'di I.t a .- r14e:t_et, el ati : rite" be weld cr: 4• t ' thIf 6 'Jr tre a.I et. TABLE 4,2 COMPOST STANDARDS e!Qat]IC Natter Caaftent Bah - 100% ildly -weight his) IOlgtail:lc Poit oil 5ihr'cws Mid elongated pH 5,5 - 8.0 Mor to re CQrltellt 35 - .55% Particle Size DB% pass through 1" screen Soluble Sal Ozincentratioru 5.0 dSJrl (n'irnhusicm) Maxim urn 21324 II C COEN :9 TAICEEi PLACED l it O.C. DSW1/PLALED FILTER Math. -. EI!SI1NO CONTPLIRS DI T11I9DJ AMA GU YEW FtT'ER to Nal CI Ilk 'dPIN '� JI ILI L] r-Rf.'. I rug I:a%'!tlkG �hLg MS7''lE5e F^�hlt s t_5•. RIS 1. MCi< FABRIC SHALL WET STANDARDS Cr TPaE 4.1. COMPOST SJ4M.L MEET TaiE STAN: RDS OF TAKE 4_2. .2. =API= FILTER SOCK SHALL BE PLACED AT EASING Lail GRACE. 90111 E'JOS OF 1}'E SON SHALL • EC IFYTOCESI AT LEAST t} FEET LAP SLOPE AT &IS DEGREES TO 1HE MAIN SOC) AJJC IWEC? (l1pr1RE 4.1}, MAXIMUM SLOPE LIDI TH ABA ANY 5:0415 SPILL NW. € GEED THAT SHOWN CR FIGURE 413. STAKES SAY SE iMSTALLED IPJWELIIATEL'Y DCRh SLOPE OF 111E :WICK IF SO SPECFlED BY THE 4N BFA.CTLIREIS, Z. TRAMFFI'O SHALL NOT BE PERMITTED TO. CROSS FILTER SOWS.. 4. ACCUWU:L.4TED SCWEN1 SHALL LE REMOVED N, -.CI IT REACHES HAS THE alko.EORGII140 HEIGHT DE E,• THE SCIflC .N€ '11I5r�—C:5EO IN THE WANNER DESCRIBED EL SFW PF IPA THE PLAN_ _ 5i aCKS SHALL EE INS ECTED MERCY AND AFTER EACH Tilir4(SF DENT. DMA= SCOS SHALL BE COMPOST FILTER SoQ'C LAIDISMIRM AIWA 7 se— ism r X r 71iXiDEw STONE PLACED ID' 0.D. (REPAIRED ACOORUIFIG TO 1HE YANUFA C1URiE tS SPE FICATICHS OR REFS ii11THN 24 HDURS rISPECTION..�{1�� t@ 3ICOEGR,ADABLE FILTER SOCKS SHALL DE I F1 ACED AFTER $ WCH1Hj PHCTTCDEGItI'DABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE'SOCKS SHALL DE REPLACED ACCORDING TO THE IALA:LFPCTURER'S ;13FDZAIIWFNDAT IONS. F, ;.f' ti ,r1ADLZATION CIF The MID TRINTARY TO TIE KICK, STAKES SHALL BE RERICYECt. THE XK JAI :EE LEFT IN PLACE A143 VECETATEO OR REMOVED_ IN TEE LATTER CASE, 11-E MESH SHALL L£ a rr u-tN AND THE MULL -1 SPREAD AS A SQL_ SIJPPtEMEN . (es% COMPOST FILTER SOCK DETAIL j &TS Hello