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Home My WebLink AboutPARK CENTRAL TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-03-160 scale • / 60' PARK CENTRAL TRA IL Cl Y of Fort CollIns, Co Spring \ Creek J SPt'n9 CITY of FORT COLLINS APPROVALS Parks a Recreation Dote Storm Drainage Date W*er B Sewer / VG� �ght d Power rroffld Engineering Date Date Date Ptonning d De✓ lopment Date SHEET INDEX /. Cover Sheet 2. Layout Sheet 3. Lemay Underpass Plan 8 Profile 4. Detail Sheet `f. 1, r MULBEAR7f STRFE�,,,Re9`W R89W- W_ _ IN l —_ _i — Eli➢�B!_rL+_ �TL� ___:__ _._---,\ H,h Sh �o�. — �! PRQSPEC _ `L/•' _ — � --j p'In9 Park Central Trail p o G Job Site / m G� %9 'K I m -1` o a• �, -- i Lake -- ---,,BRAKE ROAD Woa� -- w I _ .•a I I-„- I� y R69WIR89W F7VIO0072000 ET scale VI CI NI T Y MAP ENGINEERS CERTIFICATE /, Mack N. Adams, a registered Professional Engineer in the state of Colorado, do hereby certify that these plans of the Park Central Trail were engineered under my direct ' n and are accurate and correct to good and acce#able efiV1ne&qpg standards. N. A ams t ' Reg. AN--7289 Q Z 0 N W Q 0 � v w C ..1 a 16 v IL O e� W W N cc W O V v� Z �0ZccV_ a W o�� IL 0 !� N SS _ See Lemoy Underpass / Plan B Frofi/e, Sheet 3 PARK CENTRAL P.U.D. PHASE // \ 40�� --- rl� S�G S790g3 72008'27" u. h BA 'b R = 227 78' — — _ 22 rLOl Are 286 80' 4482s51°`✓V *C, Chd=26822' 39 5 Ton = 165 92' ,/�-- MEET EXISTING / A a ti'�' ao / /N— I TRAIL,BEGIN pi \ $ 493 CONSTRUCT/ON .i' A9A6` q 0 I O y 4 A 1 I4942 �— �� //� 2+5764 I I 1 d=530284/" 4940 -- l Qi I I 1^ / R = 50 00' / 4938 ---- I d 0 0 0 0 0 0 0 0 0 p/ (� / Arc= 46 67' I I I( Al Chd= 44 99' / I I I I 9/ Ton r 25 /9' MEET EXISTING '� I \ TRAIL; BEGIN SEC. I \ W 0 0 � V / 4938 -- Scale in Feet 30 20 10 0 30 6 493 0 AZ Mti 1h / Al 7/ o i o Zo 50 00, / �= Ss3o N76o5j / 5 6 �/� W W s8„w o / VI U)/ 55, I �/� SEGT��N 6+7542 rid <.y 11`s67 O R I � Z — gA0 / 4 CONSTRUCT 382 L F. OF TRAIL SECTION I PARK CENTRAL P.U.D. PHASE / i Scale in Feet I _ 30 20 10 0 30�_ — CIO C0 4940 a a I / I 4938 55�°0p92 '! 3F / E�TION 3 S 8+36 74 / tRp�l. Of R=75.00'/7' 1 j l Arez628 —� Arc = 62 B4' 13 Chd= 6/ 02' i Ton= 33 40' StR�� / LON Cons/rvct to Ooshed X- Section / S002+56 to3•56 Only I S RING / �~ B' D� CREEK 14"Thick Concrete Trmi 4938 \ \ F9 / o M �� S 2yo�2 p po \ S/DE/Ty �I�ST/^rC _ N O a r /6+34 59 /5+737o d=34053'/5" Aga Arc= 60 89' Chd=5942' Tan = 3/ 42' 00 E r / r / 49g4 p 620 50�- o 4932 a �/ �4930— /3*5920 w V 4=0205e'/e" / Q NG R z' /o' Arc- 99.97 �E Chd=5000' /2+5922/ Tan =5000' i \ / ai 4' Wo/k Wood o y _ 4� i 495 I / �..I ..� / � v2" f•E s/ape ,',1-31e 6' BIKE RAMP,n,sl d=O2'06'24" 4932 ' ° Transition 6„ A P7/9. 9' / / ' 0 6" Are a 99.99' ' CAA=50.9B' / SECTION E-Etnts� Tan = 50.00 ' /8+35 67 2% /END SEC �\ I Transition Bock of Wo/k — ;�fl slope 6': 6 "/O-/O WWF_\ Compacted � .- Subgrode, Section / (rein force See Specs Section 3 (non reinforced) 9 Subgrode, See Specs 1� 01 B' O" Section 2 0� o yti9 �J o CITY of FORT COL L INS APPROVALS 4'Wa/k By Others _ o Parks 8 Reon Dole / w Sfcrm Drolnoge Dote Construct Bike Romp Opposite Existing Romp on Welch Street Remove Existing Curb, Gutter a Walk to Bike Romp Dimensions, Construct Bike Romp, Jo Meet Grade V to O I C 1 I t� i IL O S, lYGter 8 Sewer Dote Wcl m ,Light, B R er' Dote C � Tioffi ineenng ` Dole Planning 8 Developme J Dote - e c / as feet /a9 0 5 /O 204946"___< DRIVE �Cover.Slcpe,d Area SIG /t95 l0 2t45 With nkamt Type Furnish 8 /nsloll Q LT 7020 'Western Roll Post A S PH Rol Fence 94B SIG /+00 10 62 S/G lt4/ l0 2+57 Cut to a Smooth Edge 8 Construct 120L F of SIG /+37to 2+45 g944 Remove /B sq yds of TING Wooden Retaining Remove All of Existing Asphalt EXl S Wo// See Sheet 4 Existing Fence 494 �MeatExishn Grade \� _ ^m- s r � F. ' ,,�4 ,� ,.x",�, ' � �a n� t° - ° , t..i k�?' ifyt {P� •'+S' - ,- �: ii ,. - ., p{v w : u x • � � I ' � ` ' ' A5 �. i'� ,, ra`�k,n " , Y , ( .'.$�.r , , -...�, y c" -,+r"+ �" l,t•' . I k' E 3 't'. ate; • `` , �i . (`�t,� �,`4 "'r � °EX/ST'1N�G, ' e �' q „x a �, .i '" ° s ��~ ° i � � ek ,+- •-....,,,` q9 - -CONCREFE. •I' - T��lt A�--`---_��// ��•••--� �4942 _ _- —, �— SIG /+DO g940 - Import 50CY Be in n----- _- of F// 4 938 —_ _— CREEK FURNISH 8 INSTALL 250 TONS OF RA Sto 0*50 to2t50,20'R1 --�1 Remove Concrete from C/TY Of FORT COL L INS APPROVALS ' Spring Creek Channel SPRING and Dispose of w, �• ..�- Parks 8 Recreation Dole Light 8 Power \ 7 r8 84 Storm Drainage Date Tr c Engineering Dote Dote Water 8 Sewer Planning 8 Deve/opine"nt Date Construct Railing on Both Sides of Each Remove /3 L F Channel Crossing of 36 R CP See Sheet 4 4940 `` -' ,y, �- � `� •` • ; .s� R °�' ' �_ � ' ,i++,w �� 'q°".'>�.�� b� '�' �' p SIa2+77 S1o2+56fo3+36 Construct Storm Sewer Construct '67L Fof Channel Crossing, See Thickened Slab Section Details, Sheet (0=3f.5cfs) See Section /,Sheet2 0 0 0 0 0 0 0 0 0 ALONG SOUTH SIDE OF TRAIL Note The Contractor Shall Move Low Flow 4956� of Channel to Center Boy of Bridge i— n C R1 Z C s '',;.- � 493 / a Io 4+B5 End Section /, < Ben Section 2, Se Sheet 2 a_ ' P � s P p2 w 9 4940/ i / 56/ yr4`Y' / A9 Remo 4 L F i of CAP. i / ! 1 v �;,,�''�,{.y} •4�� / %` •t; �w,•"'"� y, r +� . J ' � . Y ,»--r^".. .,�. � l' SIo3t40 Construct Storm Sewer Channel Crossing, See Details, Sheet 4.(0=130cfs) SPRING 8, Troll Sh�lder, Rip Rap ✓Dries /5 "Deep —2 ° • 4 .. M97XImum Size of RIP Rap Sho// Yi {yS Be 314 of the Depth Typical Rip Rap Section n is -- —4---- F61�e"_ 4-14t>- �_ ----2_ — ___ --- _ ___ - - __ ___ _— _ -- _—__ ___ ____ - _ __ _ -- _ -- - - - -- - - - —____ ___ _—__ ____ — --- —_—_ -- - - - --- B' 0" '2 -- -- - NO TES — °. l 3-Rod Western Rod � Fence, SIG 1 +95 to 2-f 45 e Posts - 6DIG Treoled Timber Filled - with Mortised Joint for Rod Connection 3 Rods-3-1/2"Dio rreoled Timber — -- - --- - --- - -- - - -- ----- ---- - ---- -- ----- ----- --- ----- ------ -- - -- - - - - - ------- ------- -- - - -- ----- ------ ---- - ------ — ---- — - - — - ----- ----- -- --- - — - ------ - -- ---- - -- ------ ------ ----- --- ------ ------- - ------ ---- -- -- --- - - — --- ---- --- ------ ---- --- --- -- --- ----- --- ---- --- - --.--- ----- ----- -- -- ---- -- -- --- - ---- - ----- -- ----- - - - - -- ---- --- -- ------ --- - -- ---" ----- - - - -- -- - ----- -- -- - - - - - - -- o - - - -- - --- _ trig- �. • Set Posts m Concrete =_ ° �I� III 'WESTERN RAIL' FFNI'E n ° - - -- ----------- _ _ _ __ - - -- -- - - - - - - - - - --- - --- - - - - -- --- - ---- -- -- -- - -- - - -- - -- - -- - - - - - ---- 4950 4950 -- ------ -- -- ---- -- - - - - - ---- --- ------- -- -- - __ - -- -- _ _ -- _ _ --- -- -- -- - ------- ---- - _ - - _ - - - -- - - - --- -- --- - -- - -- -- - - - - - - - - - - - --- -- -- -- - - - - - -- - -- -_ --- - --- - ----- -- - - -- - -- lz' - --- - ---- -- - ---- - -- -- ---- -- - - - -- - - - - - - --- --- -- - --- - -- , - - - - - -Y- :__ :-_ -- - - — - - - -- - 4945 -- - — -- - - - 4945 --- - - — _--- -- - _ - --- --- __ " --- - - - --- ----- - -- --- - - - --- - ----- - --- - -- - - - - - - 4940 - rc Z-4 -- - — - - — 4940 -" - - - - - ---- -- - - - --- --- - -- — - -- - - - - - - - - -- -- -- --- - - - - -- - ---- - - 4935 - -- -- - -- - -- - -- -_""_ _ _ "" - - - - - - - - - --- _ -- - - - -4935 -- - - - --- --_ - --- - - - -- --- - - --- ------ -- --- - ------- ---- --- - ------ -- -- - ---- - - ------ --- ---------- - -- -- -- ----- ----- ---- - -- - - - - - - - --- --- - - - - - - - - - - - -- -- - - - -- - - -- -- - - - - -- -- - - - - -- - - -- t - - - - -- -- ILL - - --- -- ----- --- --- ---- ----- ---- --- ------ - --- - --- - -- - - "- - - - -- ------ - --- - - - i ---- - --- --- --- -------- - --- -- - ---- --- — -- -- ---- — -- - -- --- --- ------- - - — ---- - - - - ---- -- --- - - --- — --- ------- --- --- ---- -- - ---- ---- — - - — - ----- ---- ---- - -- -- --- ---- ------- ----- -- -------- ------ --- ------ — - - ----- --- ------ - -- - - --- - — - r` L-L - - >r - -- - — — - - - _ 1 +00 1 + 20 1 + 40 1 + 60 1 +80 2 +00 2 + 20 2+40 2 + 60 2 +80 3 +00 3 + 20 3 +40 3+60 3+ 80 i a 0 N 2 N W Q Ma to 16 O• • Ic w W i IL � r• is O H W � J a IL oc p W cc 0 d Z :1ad x W � `^w W Q p U P Otr Z Ov c�cVZ W Q 0 7 C4 W IM kL 0� N NOTES ALL LUMBER SHALL BE 'PENTA" PRESSURE TREATED LUMBER SHALL BE ROUGH SAWN DOUGLAS FIR -LARCH, SELECT STRUCTURAL N° I OR EQUAL fb= 1500psi fv = 85psi 4'z4"PO.,ST of 4'-O' O.0 TRAIL PAVING RETAINING WALL SHALL LEAN INTO BANK /° FROM VERTICAL �dlll = 2"x6" PLANK W ALLOW //8"GAP Q BETWEEN PLANKS a I • SET POSTS /N CONC. jr 12" D/A WOOD RETAINING WALL n.1 s 4 Q CONCRETE RETAINING WALL nts ' CITY of FORT COLLINS APPROVALS ' 1 Pocks & Recreotti3 Dote Storm Drainage Dote Water 9 Sewer Dote Light X7=er Dote Troff c ngineer g Date P/onning d Development Date 'O. C TYPE W-19 CROSSBARS 5"x /-112" BEARING BARS �"xI-//2"BANDING BARS R„ //4 8 I C4 x 725 C- BEAMS NOTES STEEL GRATING 8 BEAM DETAIL nrs I GRATING SHALL BE HOTDIPPED GALVANIZED STEEL HAVING /-I/2"x 3/16'BEARING BARS SPACED AT I-3/I6 OC WITH CROSSBARS AT 4 OC TYPE W-I9 2 GRATING SHALL BE FASTENED TO SUPPORTS W/TH AN APPROVED BOLT TYPE CLIP AS SUPPLIED BY GRATING MA NUFA C TURER, GRA TING SECTIONS SHALL BE FASTENED AT ALL CORNERS 3 FREE ENDS OF GRATING SHALL BE BANDED W/TH 3//6"x /-//2"BAR 4 ALL EXPOSED METAL SURFACES SHALL BE SHOP PA/NTED WITH AN APPROVED PRIMER mm FLOW N TO CREEK IIIIIIIIIIIIIIIIII . • , olkff��1�� ....!.I IIIIIIIIIIIIIIIIII 1111111111111111 , IIIIII N I I OUTSIDE D/. OF PIPE C-4x7.25 ------ C STORM SEWER CHANNEL WALL ! SUPPORT BEAM DETAIL 8' CONC TRAIL n.l s --------------- ---- C-4x725 _ DI ► 1—//4" C4x`N N / II 7.25� STEEL GRATING - CONC TRAIL 2"x4"PENTA PRESSURE F TREATED OR REDWOOD RAIL 4"X4" PENTA PRESSURE TREATED OR REDWOOD POSTS of 6'-O" O C //211D/A GALV HEX HEAD MACH/NE BOLTS, COUNTER- SUNK AL /GN INNER EDGE OF RAIL WITH TRAIL _ 1 ° ' 4"fh'k ° • • •• N C-4x725• ° ° FILLER °Illln ' ' POUR CONC. FILLER ° . AFTER THE STORM ' 114'x6"x8"STEEL SEWER CHANNEL BEARING PLATE WALL POUR 2, #4 x /'-O"LONG • WITH 2'; 900 HOOK CONC TRAIL '. D SECTION C-C SECTION D-D ats nts _ /2 0 6' —� =- PLAN VIEW nts 811 EL 4937.9/ _---STEEL GRATING of Troi/ SEE DETAILS /-//2 c/r •1 • ' • ALL REINFORCING STEEL p W I SHALL BE GRADE 40,#4 OUTS/DE D/A �at /2 " 0 C , OF PIPE 3 2 . W I• t� i l' min over op ° �— —• � —� —_'• .'- - • • --�- —s— ter- i--a � � a ° DU c� c�Q o o O o c�(D O O CD 2' LAYER OF GRAVEL o: a � ov o o C% O NOTE, CONCRETE SHAL L HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3750 PSI STORM SEWER CHANNEL X - SECTION nfs CHAMFER TOP EDGES N CO N • �llpR I 111 I ° SET POSTS ° IN CONCRETE y 1 ` IIIi I ° RAILING DETAILS nts EXISTING PIPE HANGER 80T TOM OF BRIDGE /0" SANITARY SEWER PIPE SEE RAILING DETAILS ABOVE EXISTING J PROFILE ~ EL3787 /-O -EL 37.95\ -/ / y WELL GRADED RIP -RAP 2" ~ mj 13At 2 --µme==; - —� / Ql i20% SLOPE- e • , e owl lea F4o �°ep 1O dem °,moo • 0 2'GRAVEL BED o'a° n C e" .• a e° O— � m � ?o - e s J =o m o e o vwi SECTION A - A nts l TRAIL PAVINr FOR LEMAY UNDERPASS SHALL BE 4"THICK REINFORCED CONCRETE 2 RIP -RAP SHALL BE PLACED ALONG THE SOUTHERLY EDGE OF TRAIL AS SHOWN ON SHEET 3 3. 4 EXISTING 36"RCP & 60"CMP STORM SEWERS SHALL BE CUT BACK TO 3'OF NORTH EMBANKMENT WALL FOR CONSTRUCTION OF STORM SEWER CHANNELS 0 ,, J LO w Mal a Q c r�r r~ r• W 4160 16 win IL ) 40 slow V� Yy I r i •I ii 11 I' Aw/v {t 4 J p� ' I I i YZII AREA LIGHT MJs Z BIKE TRAIL - 3M a a fJ zj W Zc a of — O 0 a a rKoVIDE PHOToGONTROL ( TURN -LOCK TYPE) TOKK * 2004 WITH KECEPTAGLE ANP MOUNTIW& 5RACKET 'PORK :* Z422 E05TING KOAPWAY STREET L RUN LONDUIT ALONG CEILING NEAR EDGE or IsKivGlr-� 1'' GRG 10)s/a'G RUN ALONG PEAK AREA LIGHT Ns i /NEW JUNCTION WA pay CITY POWER 4 LIGHT /J �(3N=10•iHW-GU) firIGRG RAMTI GHT L0MF3INATION 5rKVI(-E / i / ' ENTRANCE D�VIGE. / I � I I / �UNbERPAS<i FIXTURiS FIXTURE PrETAIL i O O O O O O O PLAN VIEW .w 3" / DRILL �/10' VIA - 4 +TOLES sit 1/411 STE:SL MOUNTING PLATE • GONTRAGTOK SHALL FAI!,RIGATE AND ATTACH TO CEILING WITH yg I/Z" x ZI/ZI' WLT6• PAINT TO MA -(CH FIYTUKE 1 DRILL PAR FIXTURE MFGR - 3 HOL1:s WPEKPA�i LIGHT FIXTURE - 5 RE91,11REP ARCHITECTURAL AREA LIGHTING M0i>9L AL517(PA- 7040 WIT14 GA`vT ALUMINUM OUAFCD rIZOVIPE WITH Z40-V 5ALLA5T FIXTURE DETAIL 6IN6I-E-PHA6,E , 3-WIKE 1101210 VOLT AL 6,0M5 METER/5rKvICE psv1Gi CUTLER HAMMEK JyM GHMV00MRZ �/4' 6KcG � C1,14L9O•TH' fSRANGH CIRCUIT FEE1 TO UWVE-K'A5�;, L1614Tr--. (240-VOLT - "->15 RAINTI6HT GAP O J Now0 L a 0 J � "mm mmm PROVIDE GIRGUIT 20-At-IF/ 2•POLE Z 0 V t' FWAK4151z. WIT`4 10,0W AIC INTERUPTING KATIAG W *4 CUTLER. HAMMER CHZZO Q u. CC wo Q C rrG+XG� CfitJ°1o•cU)GROUND Cr >w X S' GUROUND ROD .D.r v r (.ZF L., hE KVIG>r E/JTIZAWC.E GONPUCTOfZh FROM CITY JUNCTION 5014. SERVICE DETAIL NOTES: 1, ELECTRICAL CONTRACTOR TO COORDINATE ELECTRIC SERVICE FOR UNDERPASS LIGHTING FIXTURES AS FOLLOWS: a. CITY LIGHT AND POWER TO INSTALL NEW UNDERGROUND JUNCTION BOX ADJACENT TO EXISTING STREET LIGHT AND RUN NEW SERVICE CONDUCTORS TO THAT POINT. b. ELECTRICAL CONTRACTOR SHALL INSTALL UNDERGROUND SERVICE CONDOC- TORS FROM NEW JUNCTION BOX TO METER AND MAIN CIRCUIT SV-WR ENCLOSURE FOR UNDERPASS LIGHTING CIRCUIT. c. ELECTRICAL CONTRACTOR SHALL INSTALL METER AND MAIN CIRCUIT EREAREA ENCLOSURE AND COMPLETE BRANCH CIRCUIT WIRING TO ALL UNDERPASS LIGHTING FIXTURES. PROVIDE PHOTO -CELL CONTROL OF LIGHTING FIX- TURES. d. CITY LIGHT AND POWER SHALL PROVIDE METER AND MAIM ALL TZ"Il 1'IONg INSIDE NEW JUNCTION BOX. CONTRACTOR TO PROVIDE SUFFICIENT CONDUCTOR LENGTH FOR TERMIRATION. 2. ELECTRICAL CONTRACTOR TO COORDINATE ELECTRIC SERVICE FOR AREA VALEWAY LIGHTING FIXTURES AS FOLLOWS: a. CITY LIGHT AND POWER TO PROVIDE AND INSTALL BOTH AREA WALKWAY LIGHTING FIXTURES. b. CITY LIGHT AND POWER TO INSTALL CIRCUIT PA Mt NEW JUMCTIOR BOX DIRECTLY TO AREA LIGHTING FIXTURE N0. 1. c. ELECTRICAL CONTRACTOR TO INSTALL I" RIGID CALVANI,E$D STEEL CONDUIT FROM NEW JUNCTION BOX SD WEST END OF ONDtjOPAS$ FfIR AW LIGHTING FIXTURE No. 2 CIRCUIT. STUB CONDUIT DAWN AND E*TEND 5' UNDI¢RGWUND PAST UNDERPASS OPENING. d. CITY LIGHT AND POWER TO INSTALL CIRCUIT CONDUCTORS FROM NEW JUNCTION BOX TO AREA LIGHTING FIXTURE NO. 2. ti L MM 5 r/