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HomeMy WebLinkAboutREDTAIL PONDS PERMANENT SUPPORTIVE HOUSING (AFFORDABLE HOUSING) - FDP - FDP130048 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLANj C�tYd �gy ! {N R\loll SITE FURNISHINGS o s- Iz" I sole. I"=r-0" Ls54.B.9 Nods: MFG By: IANGSCAPE FORMS. INC. 8W.521.]546 2693813455 FAX 03, IAMNOALE AM£NUE, HA,MAZOC M 49048 %1 TABLES & CHAIRS .: SCALE: NTS LS59 enq M OWN. 4k FIN eN: rLUN,n NB_w;MBR HOLES MICEDR SIMLEY 0 F x M 10t51 FI-1 m STEEL COREL ER COAL FIN COLORRALO22 - OOMCNBROWN ANCHOR BOLL IN PUCE ALL STAINLESS STEEL FASTENERS ,2 L_ CONTAINER SCALE: 1"-1'-O" LS%eeq NMFS 1. NDOEL: RB 11 1 G 3. MEG NY FINISH: GRLV STEEL BRANDIR INTERNATIONAL, INC. INGROUND ANCHOR MOUNT 521 Efth Avenue, 17IF Floor 2, OR APPROVED EOUAL Nee York, NY 10175-1799 USA BW-&9-3ABB 4 BIKE RACK O'—`6i2, SCALE: LSSI.e.q NOLES'. 1. A I EXPOSES STONE PRODUCTS SHALL OE FROM ONE SOURCE i. BOULDERS SHALL BE COLORADO BUI QUARTZ"C' SVAstoNE 3 BOULDER SHILL BE 30".N'r42" MIN. 28".10'172" W A TOP OF GROUPED BOULDERS SH4L SLOPE 1.5 BE IN A UNIFORM PLANE --� CLEF1 FACE SHUT FACE FIN GRADE COMPACTED AGO COMPACTED SUGGRADE 5 BOULDER SEAT 06" 12" SCALE:"=I'-0" L55A_exq FCHA FORT COLLINS REDTAIL PONDS PSN fOHICOIIJKb I10LIANL ALmloHm 111SNFfTMOUNTAMAKINUE Roarcpum, C. WSI1 NRCME.'RHU. m F. v.1.1 STIIDI dQMF� TIVA� ARa.rtcr: aLIDIO CCN11'LE7 IVA m ZUMIVTREFF )PMElO 0211 fa: N.. LAIpSCZJE uwrtcr: azurground OMZZE FONNONE 17,CO.MStz RxOxe nMnaxlz CLa: TVA H CCD FORT ORT B . MWW UUSLATEIDE CO. NUNC: rvv n F.sem FAL LIWISAZI SmuCM K4 A IN EMT IM FIRM LOVE140,CO.WO1 PNOI NIMMwv EM ITMnan E[dNRIL/YLLYIIIQ AlaMAIN AIU 21. S. xA1AMAM SNEER RMYEN, CLI. SMT NQNE:IOI .m FM: SXWSR M1 lruc N WAr E'S ELECT ]C IFN IMEWCOmlYRaon FORTEUREON'. WE, EM,FII]OYNIN, FM wMswn UNION RM1NECTNUMBER: 50;c1 01 TAEE 12/CYi13 M. BY. AS CHECUS. as MPR NSIO eY: SHEETEMP PFLDIX SHEETS & SITE DETAILS SHEEEMIIMMER: LS54 cow PIN CAP UNIT OMAJOND PRO SHNIIGXT LACE &OCK C%0R: Burl MFG BY ANCHOR BLOCK 9401 E. 961M M.... NmMNMn, CPk,Fd. B06MU dl MIN GFOSYxTH[IO REMF-M SN�M _ , 11" FREE-DRAABW AGGREGATE CAP MOCK REIN," r A . GRAIN TLE (CA IRGHT NNATJ .ALL FACE EVERY W ET) OMPKRO GRVIVVA-&SE �1 MSE BLOCK WALL r r 1 sco1.: I/]"-M LsSJ.awq OMMONO PRO STRAW FACE BLOCK COLOR: BUFF MFG Br .ANCHOR BLOCK 9e01 E. 96M A,KP. XenEerem. CPKPP6. 90610 HOPE VARRS 6 � 6' MNNVM COMPACTED 1 0' GRNIUWI-BAS[ • • LEVItW PAR MSE BLOCK GRAVITY WALL r r G stole: I/]".1'-O" K LSSJ ewq STL .WME-1.5.2S.% - _ CONT FLATTENED EXPANDED METAL. "N STEEL HOT ROLLED. 1/2 /IJ GA ._.....An....... FLATTENED. 52X OPEN AREA XSS POST - 1.3d. O 8' 0" Y SO. FLAT W-t.s.. - CONT STL ANGLE-111A - CON1. NOTCH AT POST 10" W COVC MOST FOG ALL iEKE METAL SHALL BE IN GLLV WIH BLACK PONDER COAT sEC1ON ON. A MIL MN EXPANDED METAL IMACEs METAL FENCE R r Y S(.,. 1/1".1'-0" Li53M.9 3 - NOT USED FCHA FORT COLIINS NEDTAIL PONDS PSN R?RT COLIANDS I IIN VVfW: II I(M(ITI' INS W[f l M OGW NMINI AVENGE PoR21 ,.g . Cai P. YXIFAA N1421 w iN:nW1HH �SRIDI 4hIR'L TI \� NIOMRCII SE(IO10 C(AllU71\'A 9ExrcR,comn F1Kne: wMHn.1N iAcxwnaEa MAIpECAPE �ii Cc azurground roeoxmR FartcIMLNl.cawaE RnW:NHnfn] CM9: )VA n GLnroxX wuReallremK ICRICgIN>CO.Y91 TAX wmn S KI A I:IAA m EAIITIx]iW£I LOIfl.VO.L46O1 RIME: RnaTS iAM: W WFINp imlNiN/RMEQllR W III AN HIRE nNaxAIwA111 iIREn DOI9EIEcaaluroNm n1ML:Xwaanw FAI]Ww,BIET M1C110CIy \VWIE"; CTRIC BIN.ELpcaNrF ianwco WN rlDl, coTw FMIE..cA»rwl iN:]6lMYNTI nmIECINM0m IA=.cl 01 DAre 14/si1J DRAWN BY, AG CROOKED. Bs MVI)MED.Y: LIEETnRE: SRE DUMB AND PRODI SHEER LS53 ADD ALT ITEM GRADE BEYOND WALL (CASHED) BUFF BREEZE - 4 D AC0 P1 WOOD RETAINING WALL CC BASE (E' MIN D) W/ A" PERT PIPE SUBDRAIN —r SECTION A -A TURF FLAGSTONE PVMI� L 23'-0' FLAGSTONE PV3IT - BASE BID `STEP WALL DOWN TURF NOTE: BOCCE COURT IS AN ADD ALTERNATE ITEM, PA F BASE 910 SMALL INCLUDE ADDITIONAL TOPSOIL. ACO Pl WOOD RETAINING WALL ACG PVMI®3 TURF, NRIGATpN SYSTEM, FLAGSTONE AND AGGREGATE PAVEMENT AS INDICATED HEREIN. _ PEA. BOCCE COURT LS52.B+g ADD ALT ITEM E5S ROD 1 1/2" E ALL EXPOSED EDGES " GALV STL ROD - PAT TNBEP. TOO 10 BE FEN 1MRU 3 AMBERS MIN B" KO PT TIMBER GRADE COMPACTED AGG ENACTED SUBWDE 3/4' GALV SR ROD WWR 10 BE DRIVEN TNRU 2 TIMBERS MHO 3'-0 MIN M10 SUBGRAOE BOCCE COURT WALL D"'6 ;r SCALE: 1"-1 -0" LS52A., ADD ALT ITEM 'ARA NR ORY1uFIRE BRICK .NMC �OC NATURAL GAS WARNER - 9DOW BI 3" I GRANITE COPING - 1NERWL FIN CMU 6.806 'I ' EST LOCKABLE ACCESS PANEL .. Ile -II -IIGMN e. PRN. SOLENOID AND SHUT-OFF IT. V II 71 Y BUFF SMHDSTCNE VENEER r fill lF rl }I A �kr. -'I" WC WEEP CMV 8.11.16 ""Y�GS SUPPLY LINE �.. RE PER SIRL Till. �x �jy lkS 3L ([ TES Ul NO: T(T( I. THIS IS AN ADD KI HEM. EAST T • b t _ SMALL INCLUDE SYWSTCNf M WHERE FINE PIT IS LDGIED 'I1 " II(I 2, COHM'TOR SHALL PRIME V DRAWINGS {OR APFADI4 NiMll 5� •- e - FABRICATION SECTION PLAN y/ FIRE PIT D 6. 1212" J SCALE: 1 -I'-0I '52.N.9 FCHA FORT COLLINS neoraL PONDS Psi+ KlItTIXN11F,tS TICALWi (iALITT KY ITV nuwERMfNM1ANAvuME wmcwula cD.uM1 WmE r/AtWYx i EI11 �'•__ _ 3 AWp.rtcr: MIM c(AVV TIVA DEN EUI WIGHT DE 1 tour. PuIF :ANrHI» ru Nwnwa EAAOYAR AMSErtcr:, azurground n.. ..... n. '. PO NNTE rurtwuElacnum nlNu'. E2wnvlx Pa VA O 1.1 d➢fAOgMRE CO.1 SN FMILLNa CO.IERI vnNc'NWIfaT UYW,U rAiflNiStl]] S1R:rCM4: V:LtiN uru AwNcP m PIIG E:NWryiF RAcenu2m L[ NU fNL ANAI1Q h1C(BVTAIN HIRE .NaM.DUY(HEI I DEINEIILYILa.WOEE�) PNNE: N1REFINE rAR: NrMExm1 wAVNEs ElFcrwc .N FORTIL mW.1 wWTLurew,wo.T PXF.30OP #lul rAc3wE3Axn PRUEc1uwER: c02m 01 CAM 12/t6/I3 DRI AG CREPYSERY', BS APPILWm M: BREETIR:A' SIZE DETAILS LS52 rvmfs I. WF IRE CONCRETE SHALL BE 4.000 PSI 0 18-DAvS. 2. W'FICA' fYENT RAN SHALL BE 0.45 MAX J. ALL - USIA8 SMALL THICKNESSE6D.SMALL BE A" 0. 4, ALL WALI(WAY$ 3B'-0" SMALL BE fi' D. 1/11 R CAInNI I/B•• R r1/8,• R XP JT / MIF Y C04F AND (CJ fMPONSKN JOW1 (G) CON51RUCtICN JOWL }�A tpEM EDGER 3f" YINUS CRUSHER FINES NA raw focERe xMx FIfil - Ik" I IN r1'(.. j� t 1:'I-j' ilL� FOLYMERK "I SAID 'Ji4�i :Ii:711 I COMPACTED ELECTRODE SYID SETTING BED - 1"0 1^ALP PI WOOD SIOKC - ]•h1B" o ]�' DL II NoIEEDGE U old RESTRAINT MIS }rA TREX BOARDS STAKED AT WOOD S OC. I,hi6" STARTS MIN rylp (}) ]1}" SS1L XC00 SCafWS Al V EACHUNEDSTART =1 {I EACH SIANE. t. CWT SMALL BE 3"M1 EAntxfD Mlx GRACE PEACH FJi AGGP[GIE SCR . FOUR EIGHT (B) t" SSIL WOJO XREWS, iWfl (A) DX EACH SEE OF SPIKE. (8) S BASE �-SUB&SE 1. MECESS STARES AND COUPLING PLYWOOD K" BELOW COMPOSITION K OF I. LRUMTO I0 SHALL BE UNIFORMLY BLENDED MSR10 Y 4J, 8 CON AGGREGATE AND 25% MONS. M6 FINE S ASHTOFINE E NOTE: N01 FOR XGW 1RAfilf CD ALLpEWtE AS OfEINED IN CDO1 STANDARD SPECIEKA1gN5, TABLE JOJ-I. DEFINED CONCRETE )DINTS D1v�" ��\STONE PAVEMENT D�" AGGREGATE PAVEMENT Dr`6^�" 1 sC4E: I I/i' I -0" LSSI MAID L SCPLEi 1 1/2"•1'-0" SI.tl.D J SCALES I I/2"•1'-D" LWI.d.M R ED NOSINGv NOTCH ND Nse1E WELDS 1 1/2"0 SIL TUBE 0' TOWARD Pfo I )••R { I ^ �/A RENE 2Dx1 oDSNL N •IW�/'/•1 1 x• CFR I N. % � 1._0. 1'-A" y.. sow LANDSCAPE TAU 1L♦\ n n ^ / A I/ 4�_i♦ M�' NON-METALIC CAOUI A0.VCENT SURFACE .`` / ONE "MI . !a • I 1 _' I' ACLR scuE: J'-1 D' y 1 AI l 1 I/z' DM v I}" Da'WLL a te•• _x�_cs . 1 -' a - SLEEVE ONE SHOE ONLY EJ :��I y Jl:- EL caxl �. � s' EMBED /A MEWS (z) COME q6 M�A xmis /A NONE 01z" a U WAY END VIEW NOIfs CN CCNC START CIP CONE 1, ALL USER (R) HT TO BE EO I. XO MY AFTER FARM �� IY �r1 } ALL TREADS SNALL BE 16' CONIC fIL - A' 3. NL WOOS GROUND SMOOTH AM BUSH tROWEL WORE O ]'-0' OC MAX _ .T '-�S. J. MEDIUM BROOM FINISH ON ALL EXPOSED MN CUR SIDES J. TUBE ENDS SEALED W/ 1/3" SIL PILL AVO o ALL CO ARE _IJS NORI SURFACES PAWLLLE TO NOSING ELEVATION A. RAILING NOT PERP TO TREADS TROWEL FIN TOP ,MOW STRIP �1STAIRS DD e' 1z- �1HANDRAIL 0 6' 12 SCALE, 1 1/2".1'-0" LS51a.9 J SCALE: I"�I' O" LWI.F, V SCALE: I".I�-0' LSSI C.q EVER COl 3"-6" DLS 5" 0 CP CONIC N&I N" CNMIFER - CpR /5 MIM CONI - 9$" CLR CUP CONIC PAVEMENT 1EflflAtf NMIs - Ij /5 RANI Oli' GL IA WAY �ME - BEYOND WALL-BEYWO ST. - BEYONDFRAN® COME PO BED NOTES AS-CAST GSI CONCRETE 1 AlU IMPORTED .. CONIC fC4ER-6••.6•. A 3 'TIT �F » II={tl Ol CMY- Y M'0 SA M lE MULMIYMFED N 4V A P N G — — TURF ® y ` 1.- ORDERL YM NE WON B1' MINIMUM OF SEALS. REPNR .0 PATCH TIE NIXES AND DEFECTS. REMOVE INS AND OTHER - PROJECTIONS THAT EXCEED SPECIFIED LIMITS ON F I� FORMED -SURFACE WREWUPoTES. .% d�>-t•� (e _ 3. APPLY A RUBBED FINISH 10 ALL CONCRETE SURFACES EXPOSED t0 MOLE NEW FRENCH 0R/11 W/A' PVC PEAR PIPE HS r1„L li - DAYLIGHT SOUTH Of SIDEMAN.FILL /5 REWF (J) [Oxl W/ 50% SAND, 50% TOPSOIL BY VOL. •„r `1r j� �"" fi B• ` 6• �\ RAMP SECTION r r /, CIP CONIC WALLu- ! Score: t/]'�-1-0' R F551 JW9 `V�W E; 1"�1'-0' L551 Ewq FCHA FORT COLLINS REDTAIL PONDS PSN RMT CcN11Ns I KPIl At II I IOB 11Y 111EWEV..W AYEXUE WNIC0.LIaw. RV1 NYIYaIE EAILNN}IYII ;STIIDI U'�Id.FL TIVAj INEI[[F. RLIDIEBC(Nvu-n\'n " MEI4ET DERNEtccomil I AUL VNM. EIiIOYAP[ AOOWRCF.. azurground PoIDE TE ROOMCOLLINS,INHA WCI wM: nwmm� aYa rv.+ bdII,OIINEOIIMFIUIFMI Ewnwuwaw.vwA NMI.NE.IDWESI EAT, NEiMN] f WMC F:IhLFk A n oTUNAIxmPar LD'IN.AIO w msn mKR.W1MfIiCf f.U:1TYNIU IOI]UN[M/WIIMONQ nuN Dvraly AIBF: TaaEUAMTxsIIaET OEIM1AC0.wAW MID EnF:>Valm EAU[:7•IAO.IDI EF[CADAI WAYI 111CTAIC 2101 WELDCamn ROAD IF F tN 'MW1 n F. INasraT Etc MHyAEIl PEVIUIXA a@Fll IA?CI01 TRUE, MR I1/:6/IJ DRAWARRITY AG CHEI: ITSArvRwmev: ANT 01FfilRlF- sITE DETaLs OIFCTMgNEW LS51