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Home My WebLink About20210206.tiffuwt�+w�nal riti aui� rUAIWI wl DEVELOPMENT STANDARDS wR,.51,01 nr..M.5..vn .w o,51w'555.555,51,7611= 1.05.arn0065..r.5.oF R IC I. .5,, NOSE LEVELS 4LON51,04 051.1111.5555,30NE.051.152A150 AI NJ. lithES. It. THE RACiL5,555,t1,15L¢F tE555t5.50 INATURPSTRIL7 FOR WA,. S.C. C.57155 ',MM., Atrit. 05-11.E WEIDC0104.5C05E. 23 Wt. 004,155.5011,9,1.85E fORTNEWUNTLINARCt0,15151151145.55,RELITEOFFAILIP5.5 PRIte.r.ESVP.11,INSIALM ttAnt111X.5151551.55551,5,5,1505.5.5.1-E0 I. 4,5151•55 05555.555Rtillm t1.575 OF L55105.5.05.5,04.45.55SCATElt IX INEK.PROVE155.55.5£RMISIIALL....555.2515AFAutIll.E.5 05.511015 RYE 26. ALI.STRLCOYES 141,55, stleeS 054.1E leuiS C MN InE ARIOKIAIE ....RI P.M: 28.15.01.01=ritS15.150 CHINE PROM555t015515 k BE MOORED 10 NIHON so sFr r SS SAME. OF ACACIA CCU. of. ry,pgypn 55,5,5 w:,,,,,55555,..t.05151.5M 00111.TOCCE `pv°F.�m. THE TOY BARN, LLC. SITE PLAN REVIEW NO. SPR20-0010 LOT 3, BLOCK 5, SECOND CORRECTED PLAT VISTA COMMERCIAL CENTER FILING 2, COUNTY OF WELD, STATE OF COLORADO. J PROJECT LOCATION VICINITY. MAP Sheet List Table for SPR PROPERTY OWNER'S CERTIFICATION undersign. wMsol. euan. so., and wuaures Arm. on. Sim Flan Re...as.. as.. and ewm%mm egoiremenn For m3VDF�lre oemasaneo incwq,..zT mmewm cwnYcode.i aarstanewore a�nanw«emeai..Iwre«n.l.iwam.e aw iaw.,la mCounty Coda, arsEorany con. aalloiaal Naam ANNSM.. against me seen. "-- .e w wmi� �. Slgn.w,.alRaper cAno, NameJAoe®Nouu The 'among meeumeN w.. aueaaeaea a Man m be wore re. m.11aaY othick1FY/aitir? Louis g M6.iLrt _ hand mod alt.! seal. my rrn..or. expnaJ .15,2423 NoNN Jodi t. R.d dIe scoa of mde Notary IC 20a2SENZSII Com.iemen Explres0111aag:3 DEPARTMENT OF PLANNING SERVICES' ADMINISTRATIVE REVIEW CERTIFICATION wan- ing services The romping Germ. was acknowledged Worn ma It. aeY e1 NpI1M(N/ 921, ey 'rOM Quiet, WANE. my hand and.. seal N.Iuy Puaaa KRISTINE RANSLEM NOTARY PUBLIC STATE OF COLORADO NOTARY ID 2012403402] MY COMMIES. E.%'_ , COMMV✓)-LCo\-h- on5 of r e/a l a In , cx �H • O U In CU O� o Y 1w c r�O SHEET: CS -1 2021-0206 PL a 500 u?�u�+��ei�n�r�ewa��wr�tirr��emwia� Mini SKYWAY DR au PO W NEC NO 40.7 THE TOY BARN, LLC. SITE PLAN REVIEW NO. SPR20-0010 LOT 3, BLOCK 5, SECOND CORRECTED PLAT VISTA COMMERCIAL CENTER FILING 2, COUNTY OF WELD, STATE OF COLORADO. PROYErtre BOUND/NV OVERALL LAYOUT - FRONT OF LOT le UTILITY AND DIINNAM EASEMENT TV. x SIFF,IWIGE PIPE LEGEND SOWING GROUND CONTOUR AND [uvArorvi SURFACE CONTOUR ANO ELEVATION, FT WOCVELEVATION .033E POSTING PROPERTY EXISTINGO OAS Ne0un0aar EXISTING RIGHT OF WAY TRAPP% CIRCULATOR OPAINASE FLOW ARROW X ITEM LOT nocr4ipfrEIVE INTO MANAGE SWALE LOT COVERAGE COVERED AREA PERCENTAGE AREA (SF) 58,990 87999 80% con QF., A h� °m Q Op �a m w m 1' ¢o QEa IC V a s ›•Io 0 p o H o cocyy cip SHEET: SP -1 ?VAL aw`�r�ircwrrvkd�toNaaiarbltilnwa n uI 1M OIPNbn,u+s \ Y TOP OF SERAIP.14.5 la SERMON f - NC T SKYWAY OR (NIP R.O.W.) EMPIING ACCESS 17 OVERALL LAYOUT SITE PLAN THE TOY BARN, LLC. SITE PLAN REVIEW SPR20-0010 LOT 3, BLOCK 5, SECOND CORRECTED PLAT VISTA COMMERCIAL CENTER FILING 2, COUNTY OF WELD, STATE OF COLORADO. 5 I/ F I2 9 8 W�IFEN� I Cr 'NI, CLING FILLED PIPE BOLLARD m.�cChll Hl UR9 PIPEeeNLLARP T2 HT. PLAN DECORATIVE WALL CAP MOONBEAM 40 NEOAX DOWELS LEG DIRECTION All X�PPEARRI PT WAY 'ROC MIN. AN RONAN POP PPIXTO PRTYPICAL OPIPE SHEET UST FOR GRADING SHEET NUMBER SHEET TITLE ST -I SITE PLAN EC- EXISTING CONDITIONS MAP GR-1 GRADING PLAN GR-2 GRADING CDi FILL AND DETAILS GR-3 EROSION PROTECTION PLAN DT -1 DETNLS LS -1 LANDSCAPE PLAN DT -3. DETNLS DT, DETAILS DT �r MIL, PLAN LANDSCAPE PLAN LANDSCAPE DETNLS 8 SPECIFICATIONS E0.0 ELECTRICAL LEGEND E0.2 E2.0 � T T T �GL TEM, AT SOUTH NALL OF ENCLOSURE ANTE HI NEF, OUTSIDE PIPE DOLLARO 72,4T TRASH ENCLOSURE 1 (sr 7\ CMU WALL FOOTING DETAIL Z-) WALL INTERSECTION DETAIL -AJ SCALE NIS I�zA) seNe. N.T P SAM PACE MASONRY - IN0WW�NW er PIPE WIN GRAVEL DAMP. INIO CANNA. WALES OM OUr2026 OF BUNDOXIS AI MOP WALL MONNE CTIONATusouPNE LOCATION ELECTRICAL SCHEDULES AND DETAILS SfrE DGMING PLAN f o.nunAP AN AT TOP AS VERRT . 2a :XXXI& GM OP SLAB .V/CLINE AS PART 4�T f I)0' r�uT ttmOr® =I,0 STEM� REINFORCE NU - -2a• nt NE X Ir TRICK POONA tm SECTION d SHEET: ST -1 iiiat7v iiiii 1;MMIcarr ikei,isa VIII SKYWAY OR (3O R.O.w) I-XISTING ACCESS. 1939 LOT EXISTING CONDITIONS MAP LOT 2 IT-EGEND WHIING N0UN0SUREACE CONTOUR NE-MICH. FT EDGE mB0UNDARY E Of AVEME ',MING ELECTRIC W.I. GAS LINE 6 d 9 w W (IS� O -4 m wx ° �2 O8 Or24- R,g a wo III I SHEET EC -1 LEGEND EYISTING ND SURFACE °MOURµ0 ELEVATION. FT PROPOSED WOUND CONTOUR ANDEELEVATTIINH . FT WON WATER ELEVAEON 09.5 — EDGE OF PAVEMENT - OE — EVIGnNG ELECTRIC PPG.E WE ROW DIRE.. AND ELOPE 1.0Y01 BIEN \\ PEOPIETEf ECONOMY ENES. COND. MOAN INVESPOUT ENO.. RIOIECEON PEA OF OILER TYPE, Al ALL I/ PON OFINES TOW( ST EENEJIRAINE_TO WEST POPAPV EFIESIOM cm; ma MONDE IDOWNSPOVI EROSION PROTECIION FEN CONINEYOUT TO FLOW LEE OF EITCH. TIMM Ara I.. T� _-T--c I . r\. GRADING PLAN - NOTES . . I. IF DEWATERING ID REQUIRED. PRIOR TO DEWATERING. A DEWATERING PERMIT SHALL BE OBTAINED FROM COMTE 2. TEMPORARY HATCH PLANTS ARE NOT ASSOCIATED WITH THE SITE. 1 —\ SKYWAYS'S MB P.O.W.) EMSTINGACCESS CUTLET PIPE INI.E1,932.0. LELETEME. ',ISLET LONG E ooNKCI To+an RENEWER. CANIXE 417=-- ,===.ER N Ro EFIAI MOM Or Ella, TYPICAL A1 NI DOWNSPOEIE ROOF °MINS TO tAST ROOF DRAM TO DST Aa,es AR, ITlYKV.EDAmL.DFAI,.En.! W Of tlalhl: rinygN - -;PG3 R "N A A NN ✓, �I.b., r;. �I�IN411Y1Mxi�PNLhW�kk.WtlFH1145irhIWNYW �IBI PE'I.'NI(�.IIN�I i 1 � Imre, WHIN �' M.!SIAucnwE I E-LEV_ATION 4918- -- A; /%II II \tI l �� I l I � irn VnxVOntFIGV.aslo� A j \ EN"ANGIlEtEIESGI SGEMILE,INHACET IIi I it I� lijl Ii ! 4 j I iE NOTES. AS'BUILT SURVEY FOR TOY BARN SRE WILL NEED TO INCLUDE ALL OFFSRE AREAS THAT MERE DISTURBED DURING CONSTRUCTION. INCLUDING THE FASTENAI. FOND AND OUTLET PIPE AND THE DRAINAGE DISCHARGE AREA. I !i .1______ —)._____.—..fir_.—__— _____—___..__.___�• SKYWAY DRIVE 801 dOW N T I CO 6 CC a 0 AREA IW. u.l STAGE STORAGE TABLE DEPTH (nl CONIC INC. VOL la. ttl CONIC TOTAL VOL a ttl ACRE FT 4 fl�urTl U a a SHEET GR-1 X111aiii"l IiMiHIL'NId inilli 'LYCA4itiu �I III . .� • • .. .. -Y. .` /. .. 'fix.. . \. . Y. . . J/l .., .. \ . ./. . PNOPLRr UN, nnw C \ U / ... . ..... - :. -. . ALL PLAN VIEW CUT / FILL INFORMATION CUT: 623 CU.YDS. FILL: 695 CU.YDS FILL @ 1.35 CUT/FILL RATIO 939 CU. YDS ESTIMATE IMPORT OF 317 CU.YDS. LEGEND CONTOUR AND ELEVATION., PROMS. GROUND SURFACE OE MENEM FL NN BOUND. EXISTING GAS ONE ESN1.uTEO CUT 21. GRADING CUT_FILL AND DETAILS Or WSTIMEIHVCE WW1 TO FORMED INTO NNGG,22 ORIFICE PATTERN ELEVATION I. GNOME NAG. NW.. BE INEEN•IIIE ORIFICE RAE ENINCNETE. 1. GO, RANT° CONCRETE 1114.9% ON CENNO. KANN., 210G1 WON WAG BY 2. was�ax�iw OOU.A WINMOUNTING swu w eSIuub HOMO USIXO ME FOP N210.2. MASH ACIOAPIEWN. Nall TOM rtnFOR tHAN111113.21E13 OF NE OUR. 222£ OUTLET STRUCTURE TABLE Hx(@) L W } ELEV ORIFICE PLATE & TRASH RACK DETAIL \.\:..?) nrils-ao GRADE •D�a •NEDOING SING 02 NO. G2 E.. H;AT tInzera =LTV 3) STORM. DRAIN TRENCH �Rz, 4:2) OUTLET ISOMETRIC ,. z SECTION A 0212.2.3. .r.r.1043,EIrAW 2225031.00 RATE NIPPED NNE. SECTION THROUGH STRUCRIHE OPEN PIRENN330233 AREA -Nn FOR ON, CEuiEw i PAINONLEAINNSO .43230Ow NI342102I 2.2,1 -,33.3�[,23,32,333i.Crud CO MENG, 2E.9 eLLIMINUMONI ORME 10P 20.3I RINS ON NNW GENII IN SECTIONS TYPICAL OUTLET STRUCTURE WITH RECTANGULAR ORIFICE DETAIL YrtA,1EL rGUN PR (.) SWALE SECTONMs N,2FNILxLON r �Cri SWALE SECTION ,> MR WOG.. I 4 COIN F.N 051 PEN. FLOW J cc) SWALE SECTION,. \o' SWALE SECTION GAVz� 2116 I V SHEET: G R-2 L7aaa MIDM4k1.91W}�1W'hMLIkFkAtlNl7p'.M11F1%M�f, 11111 Pp� AOMMOama CF DITCH TAO, AT. NOTE _. EXISTING LOT SHEET FLOWS TO THE NORTH AND INTO THE LOTTO THE NORTH. PROVDE SILT FENCE ALONG THE ENTIRE NORTH PROPERTY UNE OF LOT AND NORTH - PROPERTY UNEOFTHE EASEMENT. ALSO PROVIDE SILT FENCE PER COUNTY ON THE SIDES OF THE LOT IN CASE THE LOT CHANGES GRADE DURING CONSTRUCTION. 6F V1 -}I T� \ rxaaN.ee 15 99 �0alo PORAP.lne&dnawlXX U1All Of IIISILIPBMCS IS EROSION PROTECTION PLAN Iinglrw,Uaaeme NOTE GRADING SHOWN IN THIS AREA'S FROM NEIGHBORING PROPERTIES GRADING PLAN PROWDED BY THEM AS REFERENCE. NOTE AREA OF DISTURBANCE EASEMENT — 2300.35 SO.FT. OR .053 ACRES SITE — 59.000 SO. FT. OR 1.350 ACRES LEGEND EXISTING GROUND SURFACE CONTOUR AND ELEVATION, FT s7.s6 PROPOSED GROUND SURFACE CONTOUR AND ELEVATION. FT FLOW DIRECTION AND SLOPE - --- SILT FENCE JZ' _ = INLET PROTECTION _ _ *—f OUTLET PROTECTION CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL DOUBLE NET EROSION CONTROL BLANKET NOTES. _ 1. SEE SHEETS OT -1 THROUGH DT -4 FOR EROSION CONTROL DETAILS. 2. PROVIDE EROSION CONTROL AT ALL ROOF DOWNSPOUTS. I —, I� PLAN VIEW FLARED fNrrefCII' I Iz—axax,) ii'Lli \I. ' 11 ■ e I I�ni�. I E \ OUTFALL PIPE EROSION PROTECTION EROSION CONTROL BLANKETS I. DOUBLE NET EROSION CONTROL BIANKETS(ECGS) REQUIRED TO STABILIZE DISTURBED SOIL IN DRAINAGE CHANNELS. 2. ECBS SHALL EXTEND TO THE TOP OF THE CHANNEL 3. STRAW ECBS MAY ONLY BE USED OUTSIDE OF CHANNELS. COCONUT OR EXCELSIOR ECBS REQUIRED WITHIN CHANNELS. 4. REFER TO EO6 ON PAGE DT -4 FOR SPECIFIC DETAILS AND STAYING PATTERNS. SECTION VIEW PLACE ,OPSOILPLONO WRAP BANKS 'MALLOW MR RENEGE-MICH i d L I oppas SUMO IVPF VL FOP.. 060 MAIMUM SUE , FM% AT THE SLIFIFACEMO n0.. SECURELY PIMA en, • At -WE t RESULT,' MINIM. ',MIS F,OJEChOn, MOVE WIME 2. FLLIANFERIPI FOR MOS WNW*. MO Cable w MIII�ITn. iEnFmsarninw FILL SteOlthrloty Installation Instructions O Before instillation of the ...Flow. or any downspout extension, make sure No grade around Ilse f elation slopes away from the house. Them should DS a 6 inch tall In the goal 10 feet from the house. Nave wre Pe e.ermion aµp Snap togeVar �ya ® Connection fora it Zx2•and2'x 3. Cut line for 3' x 4' downspout © Installation over e.w Flax to Install over —a� downspout without on elbow The purpose of downspoul exmnsbnc is to move the high volume of rainwater from Ma roof and direct X away from rue fountletion. Any water that may seep from the connections will be less Nan the amount of water aGuagy salumglg the surrounding ground from the rainfall. If a watertight seal is preferred, follow one of these following options_ dplbnH Acusrw0es • Using corrugated pipe Mae I PVC Mock file lape.wmply rope around Ne seams. ootwo 2 • Starling on the side, run a head of silicone caulk inside the flared female end of the Steawtow conned... amurimaa. am 1 800-347-2586 F4` OUTFALL DOWNSPOUT EROSION PROTECTION • O08,84. - 1 E SHEET: GR-3 N-1 RI On( ANn ROCK SOCK MP OR ON GRAD „.,RI NROTFCT S ON �IIIIN)�h9FYnlhthh4t'lWlh��dNt'MWWhIFfILWv6 �IIII Silt Fence (SF) SC -1 SC -I ,r,.m,nw.�� SU'I FENO. SEQ?14N LA ='—.SILL ttNet SC -6 Silt Fence (SF) Inlet Protection (II') Inlet Protection (IP) P o— rmma.A - IP-2 CURB ROCK SOCKS UPStR1AM or INLFT_PRD'TECTIDN DETAILS Sediment Control Log (SCL) SC -2 SFOIMENT CONTROL LOD ELECTION A �.n. SFOLVENT CONTROL ,I OO.HINTS u�/( 5CL-1 SEDIMENT CONTROL !Op SC -6 SC -6 IPL-3 ROCK SUCK SUMP/AREA MILLI PRU EC NON �¢+uµ nswnn:erc�x�umo«mu xcrw rI=g_i1� L IP-4 RUT FENCE FOR SUMP INI FT PROTECTION SC -2 Sediment Control Log (SCL) Sediment Control Log (SCL) SCI-2.SEDIMEILON RDL I.Q.C_ AT IUCK SIES M SCL-} SEDIMENT COMMA IOU At MOFWALK WITN JREE LAWN 167 .417.= Li 5,i -4. SCQIe1ENL0ORTH0L100S T0.00Lin( SLOPEJ.ELLGIS Inlet Protection (IP) Inlet Protection (IP) IP-5 OVERENCAVATION INLET PROTECTION LP_ -5. OPAL, BALE_FORSUMP INI FT PROTECTION CULVERT INLET PROTECTON SECTION A SC -2 Lb Ir w�'Irwmi°"ir . ao.. m.. E Zt ti97t@k ii21aw 1141.. In ,,a1 aiw. SC -6 SC -6 :IP 1j -CC:"- ""`"`"'" war .n 5FC QN. B w , -rc nwrc LNwC.O `;VEXII VI, PRUIECTION Inlet Protection (IP) nuryst 2011 t? V F-� O M��t•I I2 44 o O Q 0 SHEET: DT -1 �H��tin�sriMaw'I AA 6VMNF7A(hIWYWI �mi EC -8 Temporary Outlet Protection (rOP) Temporary Outlet Protection ('POP) «., TEMPORARY OUTLET PROTECTION P.. SFCTION q OP -1 ILMPURANY WILLI PROfELIl01V MM -2 EC -8 Concrete Washout Area(CWA) MM -1 MM -1 CONCRETE WASHOUT AREA PUN ' l rnn sFrRom CWA-1 CONCRFTFWA5HOUT AREA NOSSINISRSPOSIEILIN utttturalra`elrmiem 2v1I.. "v"`"'"`"' runMw Alo Vn r.5�w o. nine .w .rn.ilu M1enwl v.WnwJ ""'"'"'" wwn si'miia.wd.nunu m..vl v.uuaJ Stockpile Management (SM) SP DETAILS Stockpile Management (SP) SP -2 MAMMAS STACINr' IN ROADWAY .1.rm Mina MM -2 MM -2 Stockpile Management (SM) Concrete Washout Area (CWA) Vehicle 'Frocking Control(VTC) SM-4 VJc. t. AGGREGATE VEHICLE TRAcxINc CONTRpI Stockpile Management (SP) MM -2 / $TOCawIE PROTECTION PUN r. III.�r IIII 5ErTRN A SPvt. 5TOCItPIF PROTECTION SM-4 Vehicle' Frocking Control(vrc) ,_ ": , ,r„«Er..;I w _ , %CRON A YTC _2 AGGRFOATF VEHIr,IE IRAraINO rONTROL WITH yrpsN RArx a O.' I 14 t'1 .c4 ti O g rO grn a m a.a a - <C L1 t, IN I SHEET: DT -2 iiifuF�tiiaiwi Rio Vehicle Vehicle Tracking Control (VTC) SM-4 SM-4 lg (Vl11 (�M, ' N0 3, VEHICLE_ T'R D0 CONTROL W/ MN9TRUCTION MA U REINFORCEMENT MAT (TRW SM-9 Vehicle Tracking Control (VTC) Stabilized Staging Area (SSA) Dewatering Operations(DAV) Dewatering Operations(DW) DETAILS SM-6 SM-6 Stabilized Staging Area (SSA) Tr/4RO IEFD STAGING AREA SM-9 Surface Roughening (SR) EC -1 EC -1 I -I �• ��rE ^ROUGHENING (sRR SR-}. SURFACE ROUGHENING Dewatering Operations (DW) SM-9 I I iT LDW DW-1 DEWATFRING POND Al WWI"( FT, EJ-1 WITH WATER nmes =TVA . o, DW-)- DEO-TERING SUMP FOR SUBMERSED PUMP AW-3. SUMP DISCHARGE HETWING DpSIN RFrrI ING DAARIN SECTION_ Surface Roughening (SR) EC -6 Rolled Erosion Control Products (RECP) (wNNu m.�.s .0 •yew u�u. www a vs w.v 'n ECU -1. PIPE OUTEEI 10 DRAINAGEWAT FD9-). SMAIL DrrrH OR DRAINAGEWPR AW CCS� a • OU CU rn c4 Z O'6 F yr4 a f:^^ Li U w LDSTDO W W �equ u e SHEET: DT -3 Frm SIAM II CITCH OR DRAINAGEWAY xA"..i.aLfu:u �flINRi!'lAY�AWI1pWlt77'k'NRI4WAIYMIAW,d �IIII EC -6 Rolled Erosion Control Products (RECP) LG0-I. P.LIL1≤LL 15l f)RAINMy' WAY DETAILS Rolled Erosion Control Products (RECP) EC -6 EC -6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC -6 S MING PATIT NS BY FCR ttpF • GR-3 OUTSIDE OF RRAINAGFWAY STAKING PATTERNS BY SI OPE OR CHANNEL IYPF CP T SHEET: DT -4 uiil 7BAlIAllNdCRgaiiiiiirGLR14Yli Nm �mvart+wi � / CLEM 402O.1 (VEw h v 1=E1 )° v''" MCP<(MI ei). ISAYE. ROW. ' n,a AREA PEE NO.( I� OO1.INECT TO EASING WATE11.14 AIL UTILITY PLAN L _. OVERALLLAYOUT -mom -- L.PPCISLO WANINGWou NOTE _ ,NwL.a>.BEN<«sNw.1OBECC,EIVwN02Oe,..INwTOFWED.. SKYWAY DR (LP R.O.W.) w>ra`N" e r'z TYP ASPHALT PATCH AT BE. AT TE'E NOTES: �) wmtu�u D.w ,— Y�H.vsHaoss z�w� n w nw HORIZONTAL. THRUST BLOCKS u • °1''^Y11 „/„-.I'Urei I 5. -Le Ms ( ) THRUST BLOCK ("d.-) TRENCH DETAhLN SECTION AAA VnimE (lox VIAL( Collf. 'NO MEP MA( 0PERAIINC Nigh VALVE BOA' DETAIL rT.. u nn?i�vN I^,u.7w VALVE BOX PLAN RIairRE ;-- I1,T HANDISTILICT E8B/=sl,o1wlrw oI, o0 FIRE SERVICE MONITORING MANHOLE 111'\ :.\NI11.1O.\ Ui 'Cif1Ci HO.'Y71<11\i' N\\I IUI,-I 15 a?.- CLEANOUT „(- FANISIEDGEME HaE IN CENTER 0-) COMBINED FIRE / DOMESTIC SERVICE ms �!�/ No,ss��.,�sNw�.��axsF�.��w��oc,nnwa�knaw,ww 'P 1.-117 '-I if,„Ti I LI 11' If.l Ii II..I H-Lh, f l .II 'L: f -lh 1 g SHEET: UT -1 �I91p��IJEIMliid4�tlA'.Ni11n4A%IBNI4AIRIYk# VIII GENERAL NOTES I RETAILING WallEENCE SHALL RESAT, FAUDSTUE MON PILIGO IRON BALIFENONG gi NATIVE PERSELBN`R�°ME ISI OVERALL LAYOUT NP SKYWAY SO O D Cra=Mal LANDSCAPE PLAN NGp Lr EDGEof WM3 Bncemoco.Bnstowava6A(nR I EASEMENT To TIT REUEOFTI PER PERMANENT PLAN OE OUTSIDE �NO CCNGMa i— 0SETBACK ID 0 LANDSCAPE LEGEND DECIDUOUS TREES EVERGREEN TREES ORNAMENTAL TREES EVERGREEN SHRUBS O LG. DECIDUOUS SHRUBS O MED, DECIDUOUS SHRUBS 410 ORNAMENTAL GRASSES C� PERENNIALS C94"ea WASHED RNER BOULDERS STEEL HEADER 11 — TURF NATIVE SEED ILI1 FIBER MULCH COBBLE MULCH r IL _I CONCRETE CRUSHER FINES ASAS PHALT LOT COVERAGE Beu PLANT LAT BOTANICAL NAME weal. tdonNwsour. late. Inetlemaster' Prunus wen.. XPro." FerMiTen ewporL• 20-25. COnlusseeces 36301 s1u SyG101 GOB and NelNNs &12' GAL Dwarf Fountain Bnss _ Penn6etum alepesurdGs S GAL SllemndOMI SWW Grass Wiliam wgewm'SLwneMoele — _ ITEM LOT COVERED AREA LANDSCAPE AREA AREA (SF) EB,BBB COVERED PERCENTAGE 11,990 B0% NATIVE GRASS SEED MIX SPECIFICATIONS FOR WELD COUNTY MOTIONAL DETAILS. �N=n.MB B30.Em,Nem.w4M44403 ILLORUMAin .SPREAD WATER UBAOE 3650 M_..2 61ST E2Y M 2' L Teal CenoPT Trees 2 ntel Trees 4 ubs 26 Total Ornamental 12 BoultaltuafamMATALGLEMs Tom 444244.444MT/mo I. LOCALISM OE LANDSCAPE NATERIAL noY BE ALTEFED 70 PROMDE ADECOATE CLEARANCE FROM IHE LOCATION OE UNDEARBOUND ;mums. Pal /PLEGS OMIT BE IRRIGATED mini AN MOOMATIO UNDEROTIOVXD PLAGADON MOM OR POP-UP SPRAVSAS MIFROMBATE FOR INS TIME AREAS. 3 ALL GLINTING BEDS MI.ALL BE EDGED Willi STEEL EDGING AND MAC., WRIT A SALAD WEED BALMER 4. GEKUM PUT. BOLL CONSIST OF RELSOKEED DM, COBBLE AND FIBER MULCH AS MG.. ON Toe ONE OF PITTNIING 10 PREVITNTHITUIE INTERFEFENCEMAIN UNDERGROUND DAL.. 1 iDITTIa.E.3M B, PRR5ciI[ PRHAYS ACTICE, MINA. BE IT LTINT, WELL RANRECCHED, DDROUSST Oc waITHAEEi'antOWS+ l alai NORMAL 70 TITS SPECIES MD VARGO, WALL BE MEL OF DISUSES, PEST INFESTATION, CR WM. AND OOMFORN TO THE STANDARDS Ur BY TIE AATERIGN ASSOC...R. DE NITRECHTLEN. AS AMENDED REOLTRED acs Construction Specification 41116 --Seeding SnrlanlrR onU Muichino L PROMPTS I I u[Ln iION CON OL OAI Bf LAN ONna� B PT5PEOnoVICw a Ivmsu io OTPEaCtor sx I Scope 2 Omer. 5 R:TmaxB SHEET: LS -1 �IIIIFIfIiP�Ili11111�NMihCIWRIIJ9411gWV�1Y,I Lr LANDSCAPE SPECIFICATIONS MATERIALS I. WEED 64.1.101, WEED ... A. BE TATAR 1341 AWROVED EQUAL RACE WEED DARNER 66NIAIN C.W.E MULCH AREAS A. COBBLE MULCH: 2-4A DAMETERNOAMMISEF WASHED RS. COORLE..DIAT SAMPLE. 0141.0N SNAIL BE MIN.,. Cal.A.FINELY SHREDDED. MULCH SHALL BE FREE FROM NOXIOUS WEED SEE0 A. POMON AMT..1 WAWA TO PUNA LIFE. MITE. OAPS. ME POLE PEELING °ROMER ANGULAR BARE CHIPSA.NOT ACCEPTOR.. SOMO SAMPLE STEEL STAKES OR EOM. MEL GIMES, A.FOOT LONG. 24NCH CUMETER PRESSURE TREATED LODGE POLE PINE STAXES OR METAL T POSTS. ALLO.D BY TANDSC.E DEMON.. APPROVE REQUIRED PRIOR TO A. NOANCHORS. Y_ARr6wL .WE. S. 'REENTER AN.AINIMUM WIDTH COMNFMAL WEE WIIA.P. IT COMPOST A TOTALLY M.A. MOHO, THAT H. BE. PLPOSICALIP AND NATURALLY FMNLIEETT OR MATTER 23-401i. NEATER AMT.n�I 13. raAEI TO PO. I. PII: TO MPH SATS EI. T TO MAW LK FOOD/ENO BETTE. I NO 10 MANOSACM..MAMMUN PATHOGENIDENC.RILE SEE A A'N wFE TNnI ISMETER ,�O`"`Llw.w. WEED . FREE —O IN FERTILE. ONFFOwn�ING TOLAPPPUCOAN.CLAL RTE. Of UNIFORM COMMOTION. MANUFACTURRFCCIAMEN.TIDNS NIADE FR SOIL US. CONTRACTOR SI.L SUBMIT SOX SAME. 70 SPILL. SOIL SANK:RA.6 NE VASTLY DIFFERENT. A FORMULATED ;RUBEN F. EACH SPECIFIC SITE AKAWILL BE REQUIRED. FERTILTIER FOR TREE AND SHRUB. BACI.LL MIX AND GROUND CAGIER uz SOO WUEGRASS SOD WALL CONT. HIE FOLLOW. ED M. IDS ALTERNATIVE ASXMADED IN THE OTA OF EVANS.P.VED MATERIALS BNB L,NNLL00 sEsEAsco AND ,LUE mFTNL FeawE usD Mx MMRNUrt TO. FLANT BLENDS. .0 SIMLL DEANNA... or m INCH nom HARES. IN ROLM FERREL.IV. TO RUES SOD DNA GE ONE YEAH OLD INIPARADIA GROWN UNDER 'HENS. MO VAR/ARON TO IA SEEDED RITE SEEDED TIFF ATE. STINT BE SEEDED MTH ME FOLLOWING BLEND . ALIERNAIIVE AS DESCRIBED IN THE OTTE DENS PFE.APPROVTO TURF SEED MAWS kW WHIARENIS GREEN AEELILL...6 SWITCHGRASS TREE AND SHRUB INSTALLATION 044 NEEDLE AND R.AD WA INDIAN RICEGRASS. 15. TREES. SHTAI__SL,S AND GROUND COVERS PLANT MATERALS SHALL LE .ONN IN A RECO... NURSERY Ai ACCORDANCE MIT TAMPER HORTICULT.01 PRACTICE. ',errs SFSOES AND VARIETY AND Pk. OF DISEASES. INSECTS AND MURES ALL PLANTS SAMLL STANDARD wN.NS OR NURSERY Ma, IOW MOM AMERICAN ...OMEN OF MIRS.I.N. F. 1 AANO THE CCCNOLIADO ACT ENM BORNE AND COMMON NAMES, PLANT WANES.. IN TIE PLAN .1. APE IN CONFOIANNACE WITH STANDARD HORPOULTURIA PRACTICE IN ERMA., PUN. AFC TO BE DELIVERED TO RIF SITE WMi TAGS SEARING THE .TANIC W. AS NOTCATED BY T. PLANT INSTALLATION CLEASINQ IWIOR TO ANY SON PREPARATION PAWING VEGETATION M NUNN AND WHICH WOE MEI.. MIT I 7HE SPECIFIED SOIL PPEPAPAION WALL BE MOWED. GRUBBED. RAKED. AND ME DEBRIS TIEN.. P.M ME SSE. PRIOR 70 WANG GRADS. CR DELA. OPERSTION THE GROUND SURFACE SHALL 0 FA. OF MATERIALS IA. AUGHT Hoorn FINAL OPERATION. WEB. AU. AREAS TO BE PUNTED MEW.. AEA ALL ALFAS TO BE PUNT.. SEEDED OR SODDED 10 A AMMAN 1.0 N TWO DINE.CIAG USING AN AGREIATUFBARIPPEN WITH IMES SRO.. AT NO GREATER now ILI NOES .EAS ADJACENT ro STRUCTURES. CLAES. ETC WHERE DE USE OF URGE MECHANICAL FOUPMENT W LERCH. SMML BE 3. SOIL PREPARAITCM SMEAD 3 cm.. 5, OF OONPOST AND SUFFICENT FOAM... MEET REOLEIEMENIS OF SOIL ANALTOS OVERALL AfE. TO SE SEEOED. WOOED ANEMIII PLAN. WITH REES. sown BED MO GROUND (OVER. INCURAORAIL COMPOST MILNE WIRT NO POOWIS OF BOIL ON AMENDMENTS REMAINING. TREE AND SHRUB PLANTING T SPUmT:TAows?wN NA.NT SUBSTITUTIONS AHE TO BE APPROVED BY LANDSCAPE DESIGNER ON CONTAINER. AND A DEPT I SLEFIOENT TO ALLOW TOP OF ROOT BAIL Al TRUMA TO SIT A WEAN Of 34 Mow StswouNaNG GRADE FOR SEM. NOORPOPAW cOMPOST Sy Imo, NO POCKETS OF SaL on .ENDMENTS RFJAANING. RESTCRE FNE GRADE OF AU. .EAS MBE PLANTER SEEDED AND/OR SODDED.. FLOAT ORES MM.. IINEGULANMES nrsooloo FROM TILLING OPERA... GOAT LIR. IWO DEECTIONS RWLONE ADDISCNAL STONES°. IN.ES THAI HAVE COME TO THE SURFACE. UPON commEnor, 00 NM. CARADM OPERATIONS. ME CONTRACTOR MUST Pnomf A FINISH UNTECAPE SURFACE. UITIN COMPLETION OF ono, GRAD.° OPERATIONS. ME CONTRACTOR SHALL PRONDE SHRUGS ROUGHEN SOE OF Mk PI I TO II.OVE ME DIME ZINo`G.LOAPE Of HI TOAMINIMUM DEPTH OF SWAMIES. MIX LOOSEN. SOIL WITH SPECIFIED RACIEST TOCAN'NrInTiAr H T COMPOST BY VOLUME. THE GREECE. MATT, MATERIALS SHALL BE D AMERY .CEPIED TECHNIQUE IN DAUER TO OBINN A UNIFORM. EVENLY A.m. EVERGREEN TREES I. GUT ALL CONIFER TREES AND All DECIDUOUS TREES LARGER THAN NV CAL. AS SHOWN. 2. INSODDED ARE.,, CUT SOD IN BS CIRCLE AND MULCH. FOR CONIFERS CUT SOO MORA UNE OF TREE AND MULCH. 2. GUY EVERGREEN TREES IN 3 PLACES AT 55 DEGREE JIB!` ANGLE SUCHRY TAUT ONLY TO ALLOW SOME MOVEMENT USE AMONG STRAPS (NOT HOSES) WITH -- f METAL GROMMETS. /.- ,cl v1 _ .. A. .. FLAGGING y '.\( 2 /-T ,s ADJACESET LOPNT T GRADE. REMOVE TO LOWEST 4' 2?'� - _ - f-�1f�ci, WIREB BASKET AND REMOVE TOP 225 OF / WIRE BASKET AND BUflLAP. n/ i` — CH LP / 1— D oEPTHMUL ` - B�i/�Yy _ SOIL PMENOEO `�, /.'i - \�� ` -'� BMXFILL DL WITH EXCAVATED r SOIL I- LANDSCAPE DETAILS & SPECIFICATIONS CONSIST.. FREE FN. POCKETS OF .BLENDFD MATE. AMY 0 ODS OR SPDNES A. IN OMER TO F.TITATE DRAINAGE, PLACE DOD FLUSH MITI PAVEMENT ON ME UPHILL ODE OF GREMEN THAN IWO NO -ES IN CMMETER B.ROGILL M. SHALL BE DELIVERED 10 EACH PAVEMENT. ON TIE DOWNHILL ODE Of PAVEMENT PIM. SOD SUOMI Y BEIM PAVEMENT PLANING Pll AFTER MM. HAS OCOJRNED. WATTAGE PLANTING I. RE ROOT RALE A.A. SHALL NOT BF USED. SCARIFY SIOES MO BOTTOM OE BRACE BACKFILL MIX NTO PLANING PR TO A MTH SUCH MORE PLANT MEN PLANTED. WU BE THREE NOES SNOW SCR DECIDUOUS TREES. FOUR TO SIX INCHES FOR .NREROUSTREES.AND TWO INCHFSABOYEFINSH GRADE FOR ML SHRUBS. 0.UNITEANDREMOVE BURLAP FROM TOP -MIRO OF ROOT BALL .PALT ED AND WRAP MATETAH. REMOVE ME CASKETS FROM T. MO MINN. OF MOP...ME OF .0T BAIA 4. SAM. META. OF PR MARI GOCKFILL own. AND WATER IN 11 ENOUGH. BEFORE PEA.. MN P.I.3 PACIATILL. S. BACKFILL RIE NEN OE 1HE PLANING PR WITH PACKPILL MIXTURE AND TAMP M COMPACT. WATER THOROUGHLY. DO NOT WORK WET SOIL. APP. NOW RELEASE FERITUTER. PEli MANUFACTURERS DIRECTION OF GEE OF PIM! MAIER., BY SPREAaNG EVENLY OVER THE TOP OF IFIE ENTIRE EAKINS PIT. B. STAKE OH GOV . TREES IN A TRUE WORM. POSIT...NI DECIDUOUS 'FEES BOTTOM TO MP. STAPLE al TACK IN PLACE AT MP. WRAP APPROTWATALY NOVEARBR IS AA. REMOVE APPRONMATELYMEA 7. IF TREES ARE PUNTED IN A SPADE DUG.. THEY SIMLL BE DEEP WATERED WM AWAITED. NEEDLE ANGLING FRONT. NODE OF THE .1 OUT ARMEN ME TERMETER OF TIE SOIL SEEDING TIME OF SEEDING. .LESS ODER.. APPROX.. ALL TURF SEECA. SHALL BE COMPLETED BETWEEN APRIL IS AND MAY SI. OR BETWEEN SEPTEMEER I AND OCTOBER IS. B. SEED MIX SROFICATEN ON SHEET LS, UNDER WELD COIN, SEED NY S. ['MEL SEEDING, OFIll SEED UONG A ORLI TIMBRE. EQUIPE° WITH THE FOLLONNO REFERABLE FEATURES: DEPTH LIANITS• TO ALLOW SEEOND AT THE PROPER DEPTH SEED BOX .ITATOR TO PROMOTE SEED MINNG SEED BOX DE ELES. TO ND HEWN SEEDINGDISTRIBUTONAM.B.0643 SEED• DEVICE TO PROMOTE E... DISTRIBUTION MINN ROSS FURROW CIENERS• TO PERAIRPROFER SEED PLACEMENT FROM SEM SPOUTS.M. DRAG (2.46 • TO. TN MELT CONNAGE 4. TIE DRILL MIA DE ADJUSTED TO PLANT SEED TO I. P.P. DEPTH. THE OEM Or SEEDING 0 TO 0 NOES. DE DM. WEL MI. BE TONED NNE.. SEEPED TO COMP.. TIE PUNTING OPEFIARCEL TEEL MONO ELL TAKE PUCE NI.D.TELY FOGA... THE WEED BARRIER INSTALLATION NALL SEETE.R GREMUCASTSEE0 ONLy AFTER ALL MBEs mo sow. HAW BEEN PLANET. THEM AREAS. BROADCAST STATO. MALL BE. ACCOMPDSHTD DUNG HANDOPERATION I...WIRIER SHALL BE PUCSIA IN ALL SHRUB RED AREAS WHERE GGALLON MEW UNEASE TICEONS.TYPEA SEEDERS OR ROTARY ENOADCAST ECIAPMENT ATTACHE° TO .NSTRU.. IS USED al WIESE NOTED IN P.M AM) DELA. Ai ALL ECG. Of CURBS. WALLS. OR RE -VEGETATION MACHINE ALL MACITNERS MEL OE CODER. WITH METERING MACES. SWAT, JPES, PAVEMENTS, NO HEADERS. WEED BLANCH SHALL OE SECURED WITH I I.AUCE. P.ROAOCASTING DT HAND VAL BE ACCEPTABLE ON MALT ISOUTED STIES. VASEN BROADCAST ENCH LONG STAPLES AT le NOTES 0.C. AT ...DES. PASSES WILL BF NNE OTER EACH OTE TO PE SEEDED IN A MANNER M .SURE AN 6. NO WEED MAu u BARRIER srBe PLACED IN AvenS RUMBAING DRL GALLON AND SMALLER Puw, EVEN DISTRIBUTION OF SEED. WHEN MIND HOPPER TYPE EQUIPMENT MD WOULD BE MATE.. N TO I%sawRME SEED SenLwO mro UNEVEN PLANA. DERSBUTON OF SPRATS. 3.NO WEED BARRER SHALL .PUCEO TN SOIL WANTING RINGS OITECPUOUS AND CONEU10116 TREES PLANTED SOODEU.SEED. MIA ILDITIVOCAST SEEDING VAL TNE MACE IMMELIMIELY FOLLONNG THE COMPLETION CE FN. SEEMED PREPARATION TE.NIOUES. .ANGT. WETS. SHOUT. NOT BE MIDUCIED STEELHEAWRCON.STRU.ON VA. WIND VELOLITILS WOULD PRa0LAT EVEN SLID MEE'S... TIE BROADCAST SEEDING I UMW STEEL HEADER N LOCATIONS SHOWN ON HANS ANO RECEIVE 'EVEN. OANIER PRIOR RATE Wu BE MACE THERMS CR WILL SUM.. TO ANSTALUITON. LOCATE HY SCALING Off OT MAN. INSTALL PLUMB.. GRADES.MANTAN A IANAAHM CONSTANT HEIGHT Of ONE NCH ABOVE ADJACENT TURF AMA NW. UMNG SINNENT MESONS SMOOTH CAME& STAXE STEEL HEADER USING ANS CF MO FEET 0.C. MULCHING MONDE DAMAGE SLITS OR HOLES AT SURMENT INTERVALS TO ALLOW EXCESS WA. TO DR. AWAY muLDH FOTIANAKAGALLGaLpREPARA.NA.R.ERAE. LAYING SOD I. MATER SOIL PREPMIATION.M.L IHE AREA 10 µ EVENLY COMPACTED BOIL BED. REPLA.CE. MOAK, SOFT .0E. S. SCANTY BURE.E TO AOEPRI OF MINCH. 4. KEEP SOIL TED MOIST OURING LAYING OF SOD. S LAY GOD SMOOT I.LE ED. MELEE AND MTH ST.CERED ORES. 61.RT EDGES TIGHT Y. 6. WATER SOO UGH,. ASLATING PROGRESSES -.PREVENT OFMNO OF BOO A. POLL SOD DIASONALLTMIN AUGHT RLX1.30XLING NAMES ANN SFAINGTONTS. DECIDUOUS TREES STAKE TREES USING METAL POSTS AIRED (SUGHTLT TAUT) WITH NYLON STRAPS, SET POSTS VERTIC., PLUMB NO RUBBER HOSES. PROTECTIVE RUBBER CAPS ON POSTS. __.- WRAP TREES TO HRST BRANCH !NINE FAIL IF PUNTED IN THE SPRING DO NOT WP P REMOVE TOP 840E WIRE BASKET AND BURLAP. SET TREE ON COMPACTED SUBORN,. WITH TOP OF ROOT BALL 2. ABOVE LOWEST ADJACENT WADE. A' DEPTH WOOD MULCH AT RASE OF TREE. / XX A. MULCH RING IN LAWN AREAS. R' DEPTH AMENCED SOIL NO SPECIAL BACKFILI MI%. EWSTING SUBORN.. Ow-oI LAVER OF � RYER�BL+A�Or'ila�C vA""'S 'IAA USEg. wt �u�x MULCIT.ONE CELL. PERENNIAL AND GROUND RNC UEOF WOOD I.LIECH. nu. SOIL WANTING RINGS Of LLq S'MO BBANFEmISIREisIETH n-:i MEER OF WOODEN. MULCH 3.NIATNE CAMASD,RMW.°T E�G�� MPROVEDMDDN.Aw,.YDNIFDHMDI2,LI.E. MULCH ANUS SEEDED MTH NA. .16. W. CRAMPED SHRUBS PLACE SHRUBS A MINIMUM OF Ie. FROM PLANTING BED EDGE (STEEL HEADER, CURBS. WALKS, WALLS, ETC.) FOR I GALLON SMILER 2 MINIMUM FOR 5 GALLON OPODIIOUS SHRUBS, A'' FOR °SNIPER SHRUB. FOR 5 GALLON AND LARGER PLANT MATERIAL CONSTRUCT A Y HIGH WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT. FOR 1 GALLON MATERIAL. CONSTRUCT AY % IS" OIh WATER RING AND MULCH KITH WOOD BARK INSIDE OF THE WATER RING, 'mho_ — NO W£EDBARREH FABRIC HAND SPADED EDGE T / DEPTH II LAWN GRADEGRADE EO FIN5HE0 g ft DEPTH AMENDED SOIL ,. _2µ ROOT BAIL DIh SCAN, SIDES O BOTTOM. Y., -w SHEET: LS -2 Hello