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HomeMy WebLinkAboutNORTH COLLEGE AVENUE TRAIL UNDERPASS - Filed LSP-LAND SURVEY PLATS - 2010-02-23r y� I r 1) THE TV its 160"! ION A" ,Nti113ER OF A L "OWN UNDERGROUND UT i L1 T A"if TV: Witg* SOWN ON HE DRAW i NGS . IT SMALL R> 1113 1116ITY OF THE C CTOR TO VERIFY THE EXI U00 kV•ii 3 OF gt1DIRRtiftOUND TILITIES ALONG THE r 1t5ON"MICT4fllk .MAL BE RESPONSIBLE FOR if 2) ALL l"01TAkY Bill t, STORM SEWER, WATER CONSTRUCTION, AND �L L CONIPORPI TO THE CITY OF FORT COLLINS IffliMVTICNS WILM Sint" OTN ISE ON THE PLANS. 3) PRI kew, OF ANY CONSTRUCTION THE CONTRACTOR SHALL A&L OftLITIES TO COORDINATE SCHEDULES. 4) ANY � AI�Di N�!"1'illl T 23 DAMAGED DURING CONSTRUCTION SHALL BE ggile AT TIE CTORS EXPENSE. 5) PR1OR E. 43P 011, ION, THE CONTRACTOR "hi IdTIH (24) RS ADVANCE NOTICE. 6) PA"Oh's somItill; on" START UNTIL SUBl COMPACTION TESTS ARE 1111111110 APPROV D. i 7) THE RI'hl8 SPARED THESE PLANS, BY EXECUTION AND/OR BEAU,,' 000 A"IRN REBPONSIB: LITY TO THE CITY, AS A B1111#► 1G Oi/ 31U D ENOINUR'S WORK, FOR ANY ERRORS AND 0111801 TE tEb IN THESE PLANS, AND APPROVAL OF THESE PLA1Hf C1TX fib NICER SHALL NOT RELIEVE THE ENGINEER WHO 11A3.I'R T111r3E )!iA1118 OF ALL SUCH RES,ONSIBILITY, 8) PRI to EM63NT OF ANY CONSTRUCTION THAT WILL AIRY TYPE, THE CONTRACTOR SHALL CONTACT T14 S STREETS DIVISION WHO WILL TEMPORARILY R E SIGN AT NO COSTTO THE CONTRACTOR. HONElFEIk P "M TRACTOR MOVES THE TRAFFIC SIGN, THE C SILL BE CHARGED FOR THE LABOR, MATERIALS, AND IRltt*SY THE SIGN At NEEDED. 9) ALL' A1R1 TICAL CONTROL WERE ESTABLISHED FROM THE COL Or HIGHWAYS CONTROL POINTS. SEE THE CON"Olr DATA C* EACH SHEET FOR THE RZQUIRED INFORMATION. 10) ALL; T 4)It13 As ON THE PLANS ARE TO FINISHED GRADE, UNLii>1 1,11E W. PARKS &RECREATION DEPT. CITY OF FORT COLLINS I i Rol ' �YIC Z`P11 ���_ W1114!hAl 4IN mil a Is Y Nola 4N Nil"1!9;iI;3 fly;► ► . f ' ,��, ' � �, � �I��'I�i�• rill,.-. il`��`■`I�11a1 , ry I , 0 W161 - - s of I ri ►i C� PI r �� Py 1 * �E[At! �■ VICINITY MAP I ,.QNTROL POINT DATA 1 I ET INDEX wi1oN g POINT NORTH EAST ELEV. T.P. I NOT USED T.P. 2 59776.132 7465.033 4966.75 T.P. 3 NOT USED T.P. 4 NOT USED T.P. 5 59913.630 7194.136 4961.17 T.P. 6 59761.494 7703.379 4966.11 T.P. 7 59750.606 7659.349 4969.64 T.P. 6 59695.306 8270.326 4966.16 T.P, 9 59216.083 8416.461 4962.49 I SHEEN' 14 Omoftv PAT ALIGNMENT / EROSION CONTROL, STA.0+00 to 5+50 ' PATH ALIGNMENT / EROSION CONTROL,STA. 5+50 to 11+80 -*I; P/ PATH ALIGNMENT / EROSION CONTROL, STA. 11 +80 to 18+00 Gl PATH ALIGNMENT / EROSION CONTROL, STA.I8+OOto 22400 L SHEE f f i I 1.1 'lL All CURVE TABLE CON!�IRUCtION SEQUEUCE PROJECT: North C011eae Ave. Underpass STANDARD FORM C 5EQUENCE. FOR 19 94/950NLY COMPLETED BY: M. Todd DATE: 5/38/94 Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an approved schedule may require submitting a new schedule for approval by the City Engineer. YEAR 1994 1995 --------------- MONTH DeeJJan.lFeb.1MarJApr.)May-------------J��.!Nolv.l -------------------------------------------------------- OVERLOT GRADING MIND EROSION CONTROL Soil -Roughing Perimeter Barrier Additional Barriers_ Vegetative Methodra- Soil Sealant Other RAINFALL EROSION CONTROL STRUCTURAL: Sediment Trap/Basin Inlet Filters Straw Barriers Silt Fence Barriers Sand Bags Bare -Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving Other VEGETATIVE: Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod installation Nettings/Mats/BlankeIts Other ---------------------------------------------------------------------------------------- STRUCTURES: INSTALLED BY MAINTAINED BY VEGETATION/M1ILCHING CONTRACTOR DATE SUBMITTED APPROVED BY CITY Of FORT COLLINS ON IN31 / SF -C :1989 CURVE NII DELTA RADIUS PI 1 40030.06- 55.00 59881.76 7186.57 2 IOd 00'00' 47.00 59939.69 7291.66 3 68*57*00' 45.00 50840.33 7325.61 4 Y 11'00' 100.00 59834.35 7482.50 5 56'26'00' 45.00 59634.35 7638.50 6 57'18'00' 41.76 59760.61 7674.16 7 10'49'00' 265.45 59793.35 7863.38 8 2006'00' 384.3k 59743.86 6087.64 9 46'50'00' 80.6 59716.97 8281.98 10 16'04'00' 65.00 59645.06 $329.16 II 17*53'00' 200.00 59442.57 $391.93 12 5*36.00" 700.00 59283.44 8503.76 13 9054'00' 500.00 L 59158.11 $374.67 14 24'01'00' 200.00 59063.84 $652.11 15 10'20'00- 200.00 5896S.11 8679.28 16 17 18 13'52'00' 78.12 59790.94 7453.07 19 38000*00' 40.00 59720.92 7467.55 20 26'00'00' 40.00 59" 1.93 7446.27 21 90000100' 45.00 59580.03 7447.71 TEST HOLE LEGEND W Or W U_ BLOW COUNT = N0. OF BLOWS PENETRATION z 5' F a c TOP SOIL SAND, GRAVEL a COBBLES + o•D FLL ® WEATHERED BEDROCK SILTYCLAY SANDSTONE BEDROCK SAND d GRAVE i � j� CONCRETE r.or. :►i�► SILTY SAND 8iGRAVEL • QUANTITY TABULATION ITEM N= DESCRIPTION UNIT PROJEC TOTALS DIFF, +/- PERCENT % PLAN AS BUILT 1. Nobilisatism. Ll 1 i. Nobilisaties 110.2 LI I. Remove 1 Relocate Lf o1 �1 Licit Pole 4. Relocate Observation SA 1 Veil 6. AePA.It Path if list laevsI S. lrca►atioe CI 3311 1. Tclsoil (Stock►ile CI Ifll a1 Re►lacel 1. Topsail (lgortl Cl lift 1. lotankment (Import) CI 361 If. lemolitios i Removal LS 1 or Concrete raait 1 Cestaiueat Area Ill. leoeval of Iristing Lf 1 Chia Liak Peace It, Asphalt Patch IT 34 13. Concrete like It lff/1 Path It. 12' CNP LP 11 IS. 12' Netal Rod to 4 lectionsllelets/Omtletsl 1f. Concrete Ilea It 1111 Retaiminl fall at Ilal 11. Concrete lleck letaiais{ IP to fall -Old Power Plant I1. liin{ 1 Pavemat hintin{ LI 1 19. lilt Peace LP $1f !1. leedia{/Nslebial NI 11,211 !I. Seddial It 11,1/1 12. pedestrian W 1 Protective ftrectere III Pacific III I3. Railroad Protection L8 I Issorsoce (lnion Pacific III 14. Railroad Protection LI 1 Auramee Ilorliagtoo Northers lU 21. festers tail LP 421 Ponce if. 6' Chain List Fesee LP 411 if. 44' Steel Pelee L► IS$ 21. 1' Steel Pence LP 371 it. i2'r 1' Cates 11 1 31. V trick colons IA 11 31. Triffic Comtral Lf I it. $@sale Pollost LI 1 ITA 1#311 33. feenie felloot Lf 1 ITA Ii11 34. Londscmpe W 1 (Old Power Plat( 36. Temoar Ceo{rid II1111 IT let$ LEGEND RIGHT OF WAY PROPERTY LINE EXISTING WATER LINE W -W TELEPHONE LINE T T - SEWER LINE g g OVERHEAD POWER a TELEPHONE OHP GAS LINE G G - FLOOD PLAIN UNIMPROVED DIRT ROAD - - - - - - - - EXISTING ASPHALT PINE TREE BUSHES T.P: .................... SILT FENCE r C i / I HEADWALL " COT C7EQ OD 8 36eCMP 1=00i STORM SEWER - 1 �11 OUTLET o C CONC VING W/ Q Che \113 EXPOSED A FINISH ` L 4 pO(/ dre O O PULLOUT SILT FENCE R=55'DETAIL - A=400 (SEE DETAIL SEE DETAIL(TYP) THIS SHEET) PP foo 15 _ Alin�'..fl:' ::;`:>:•:.. �►:�K:::�:;. WIDEN CURVES A I W W CONCRETE/AS PMAI: NQ�' `j' 2 1 v " 62 POZk 0�=44T WESTERN RAIL (� 0 1b 1 , CONNECTION (Trf} , "Ii_4TI ' p A g9 jy FENCE® 1 t IDS C TE §IKE PATH �'•Yi 11 •••% f B O 0�1 p (T YP ) 6 2-2 o COT REFS pp\ii,, O PAD " RR TRESTLE e SUPPORTS 9 TNiI 4 , t /!I SPRUCE \ \ :.f...:'. ENT + ( I -i SIGNS PP c \ 1 _ \ / I Tb I, RE�9 �.. 4 1211 CMP W/ METAL END � �\ SECTIONS PER CITY 60i PEDESTRIAN ( / / OF FORT COLLINS PROTECTIVE DRAINAGE DETAIL STRUCTURE 1 I I. I � � I A PARKV G \ \\ _ dPATH ACCESS TO O I \ NORTH COLLEGE - / AVENUE AV GIr � IF '• � i�011N�i-0 IZNiR e1WLGYf 4 » PP r I 41 �• ��Nh rr Y \\ CHAIN LINK BRN N! 2 ', ".+IaMiY �-••'i yf: :Y•1.'itiiY•ri �tia::7� i _ ' • % r � � O=3�QQ \ l� All /EXTFJID-0 ST E / BUSHES • ` SECTION "A" BOULDER EDGE DETAIL ♦y, ; SCALE I.1= (-0" 0100 ' W iI \ � I Rzpoaed Aggregate finish: TAe oo rate surface eMll •l.e lightly � brush havered' to expose the e{ ate ,n the eo,wreta. This r/ ' O concrete shall be cleaned with hi{h pr ure water. _ ai 0 A PULLOUT AREA a g SCALE 1"= Id a u r NOTE- SLOPE PATH TOWARD n o RIVER AT 1% MANN LANDING i• I w NM : 4° LAYER OF TOPSOIL a` CONTROL PTO BEarPORTEDFOR 49 TOO � N 01NT DATA AREA AROUND ACCESS PATH TO NORTH POINT TH EAST ELEV. T.►. I NOT USED T.P. 2 59776.132 7465.033 4966.75 T.P. 3 NOT USED T.P. 4 NOT USED T.P. 5 13.630 7194.136 4961.17 T.P. 6 59�61.494 7703.379 4968.11 T.P. 7 59750.606 7659.349 4969.64 T.P. 6 59695.306 8270.326 4969.18 T.P. 91 al 59216.063 $416.461 4962.49 1) AIJ, (RAM AND DR DT.."IRRI ARRAS I.IM 4TA MDD in 16+BD qmmwT As "mw IN Il 2) RNAIJ, WT.TVR Hil (2 UMIAM..) (RAM RM AND FWTt,TZM (PM WNI771FIrATIDN) AND IN (I]NFI7i11AN1:R In Kwr NRf:FN•r Fr. 17NLTNS RMI(N [XWM I, 9W,IFICATI(M. 2) DIIrUMM AMA FWN 9TA 6+OO TO 7♦00, 9OMIN (F RXL9TiND WM M"mum NAIJ„ (RR11A?RN NORM IYHJJIRi AVIIII AND THR OLD RAM FIANT) MML Romm (TUSK SOD Airm FINAL amnilI1. , A) AIL DISRXWM ARRAS FROM STA 16.60 m THE RND OF PRwwr (RII81TI0 9Oum Al SIWL RII:EIVR BRASS SOD Al FIw, cwADINO; 4) SILT FEWR 18 RNOIM IN AHVNIMATF. ILK'ATIQIR (My AND MAY RR FI®D ARAFril COLLEGE AVENUE 11M."Z930I All, �f � •YI fr �' BRIDGE zz €I --------------- BRIDGE Al PIER\ 4i!m ► I NORTHCOLLEGE �� 4,9,55 1 OTT • ` •... EES ©. V 5�h�' t (� yy �• Y Jl KY • r Y ti'' "N1.5 ><>YYYFtJ7l hl f4'h f 5}!r ✓1'rffl 'ttr lS�.S�t'S�{ 4f y K... Vry 5 ' a tW tt. •ha•tT. : 'J:• :v¢ ., tjt✓i� ',¢i:r�f�r +. � 5 Xr' .{.. fff��� ',"fy �'4 • • _ � r ✓ r � '� rr % : • • BRIDGE BUTMENT 35,00 STOP SIGN �.i, Av .yM . � p� +.. n ��n „�'. ...r ¢,4 { ' r t ��y .,,'� ftt' .' 1 r$ � .. . �. . .� . .. , . 5'r� r. • f�^.�.,.•,t p �+ �� � � a • • +— •, oil WALL RETAININGw ROCK PI t i. • 1 i t 6 • PC • I I .07 • • . .. • . PILLA I 14 IM. E POND LIGHT POLE TO BE REN a RELOCATED IS' SOUL )CK 0 104, College Ave Trail Underipass STA0+00 TO STA 5+50 Roar MDIbmw ad Grad' /ea Aftnny0kro" Parks & Rec.. Dept.,City ofFort Collies ar�Ia OtS1611Nm w 01 Arpwm Wf — 1 08 mm my am* � $TEs PARK n"�"" 6N _�- sat _ 9-0270 ..�.:.. DNMICRNIO �► __ •CItZI = 037.00 IIrlI, I 12n CONC. RETAINING WALL _ 20 to 20 40 60 E,>a \ 44r$ L PENCE W/ EXPOSED AGG. FINISH io. SANDSTONE a 11 I \ •''. L;(, < ;..•:F;.. •.. ': (AS NEEDED) SCALE 1 = 20 *; X2 BRICK x es :ri`s'tia';is. :i:ii::J'r:..:•'.�:''.1�:%;'�•+N: M^Y':.:.:••f%.•`•;.>y.:::,i.:::i `:''{•;'"t.;:•,;r.i;.;., COLUMN(TYP)Ox .,- -*: _ —iJ • 'CONC. W/ EXPOSED AG G. FINISH y CONC. PAVING v1V �M \ FLAW '.'�:.,'';";`.::'; : EXPOSED AGG. FINISH ••Fi . �.... !.�. ,.`.. I �— Y. ------------------- R ! 3' 121 14 13' • 3- No. 4 REBAR \ \ - A ,,...----�•'� —r �' �9 � EXTEND TO EXISTING �� � .�'"• CEkIC 1)NtE HA1N� CONCRETE SLAB lit ✓+~ SECTION A PLANTER OR=38431' \ SCALE I°= IT-0° / - _ ` n= ros W STA. 9+0 0 PULLOUT AREA I SCALE I"-K)' Exposed aggregate finish: The concrete surface shell be lightly / I COTTONWOOD �s A brush haugered to expose the aggregate in the concrete. The /// J TREES \ L, •, - :.. - concrete shall be cleaned with high pressure water. / / - oche Lo Poudre River 15 DAYLILLIES MIXED WI 8 JUNIPER �— 'L-- 5 D(/P/LILUES MIXEDW4 JUNIPE //'`y \ 14950��7 BRIDGE �i �" STEEL 13 PIER i S EL FENCE / /— —� f--- -- 6.,r -- p. SILT FENCE 8 FENCE ;::�:.:•'.• `;';:;i':i:•r::: EXISTING CONC. WALL .•?►;.:: ;,- �'� ..:•::::••:...;;.: �:�: RETAINING WALL `11 --�� :: •::: •:: •:: • : .::: •.::••. •.:: • ::::::. ... g ��:;�i�•`,:.':::;�.:'::'::•.:. ;•. .,,,.. • SEE DETAIL(TYP) a CHAINUNK FENCE Is Opp VA ULTS S ` `w. IN �i•n _ R sa IPE -4 5 PU — .i .•VAULT . AT 3 O.C. '�--•�-'- •::•:.;:•>:>:�;;a.;: ••.:::•: IS ARE D A :: ..::: •:f :•.y ,•,•,•, . !, ', , 1 ..y. .:Y:••:;?::::::.: ..,.. .. / TO 8E REMOVED) « 'MOIR 1 / „�_.►../ T?{ t 1::, ;•;;:. 1.,r,.:.. :�5:�::�:::::•::•::•:;:: Y OTHER �`` Sao E HANDICAP : PIER "".. to IS K , © 16` LAND : Y:'t .:r t±t/ T ..5.. i O 00 past\6 49 i:t::ii4i!X :..`• C OBSERVATION WELL .--�� A1•Ki a43 00p :r:,'rj7}`�`X✓""r{at''` TO BE RELOCATE -- ,,,� HANDICAP LANDING r"? BUILDING W Q • C7fira::7: ;: : T- , FOUNDATION EDGE OF ASPHALT r Q �/� ::,:;;;::?: •: J ®'& RIP PARKING AREA •f,;,.•.. : i „P •�ji:�'':000VAULT R=206.45 r CURVE SIGN (TO BE REMOVED =I044q O WAR) 6 BY OTHERS ALB TUTMMENT 0 / A9 TSrOFDAYLILLIES MIXED W/ J pos,gr••�' �\flEO O HILL SKIN (W7-5) V/ * DAYLI LLE S 40 DA L -4w", A5 RED TP i FOUNDATION B STEEL FENC�',,E, BUILDING PILAR W/ BRICK COl ,,,��,,��,, I 0 H POND 2.12 STEEL GATES - t4w 7' �/ W ASPHALT PARKING LOT CHA Y : •INLINK 4 (TOE RE Mt POLE TO BE REMOVED / SEE POWER PLANT TRAIL NOTE2 ALL VAULTS AND POWER POLES A9� ` RE rSRELOCATEO 15' SOUTH \ X-SECTION DETAIL IN VICINITY OF POWER PLANT HALL /BENCHES TO BE REMOVED BY OTHERS (THIS SHEET) 6TeL Mll F6Na �2„TRAIL COITOL IIE ROCK WALL 0- op O. pop 12IF .R.o l 20 BUILDING FOUNDATKNd OLD POWER PLANT TPINEREES I I� L•OI R[TAINIIN WALL 5- �� rr: i .fir/ 3 T• I SLOFE EJt STING coocm t VIETI1M1 A7INNJR[ ,•► — �— — — — — — — — ",• S _METAL To IMTOI TRAIL AMA6E-�04 10 LINING Q�7 F OCItTINb w BURIED CONCRETE NIN. LL Q TUNNEL ' STEEL RAIL Z FLIIC[ TRAIL O TYPICAL 3 F=- 1 ( CONTROL POINT DATA 6 0 NOTIFY MIT HOLES FOR RE 2 RMES DIA. OF ROOT BAL . U 5 GALLON SIZE JURERER 1`3t)FIION (XMITA(1A, N1117.9: V �R i) MA', (98AfIED AM) AIR DIR'111RRF7) AI�A9 FIRM STA 0+(N) TO 16+50 (EXCRPP A.9 NOT® tAAAJ 1 SAlIM1 IN NO. 21 RRMA, RIAlVAUR R&M (2 •IC)NRIA(W.) ORA49 HIED AND FRITTILIZER (PER / • s AFWIPU ATUM) AND IN'(IMPONNAN(T, TA) KWr RFX'IW Fr. (XXI,INS I11106ION T rywro N, RINII;IF7(',A ioiO. • • 2) 1)1.4MXMM AREA FN(DI RTA 6N00 -TO 7+D0, R(NOT( OF F\I97•11M. FXXX Rh•1•AININ171 NAM, (P#.IV*+N NORTH L"1N,I,FX:F AVEMIR AM) THE ONA) HAIM PLANT) SMIA, FiA17'iIVE (](ASS 9)D AFTNZA FINAL GRADING. :1) AIA, DM7 *M.) AREAS F1)fM STA 16+50 Ti THE ENO OF ISAO.M-F (IOIIRTINO R(M1UFI) ' AREA) MMIA, RFA•FIVF: f;R&%9 SDI) AFTFTI FINAL IWADIN(1. DAYULLY/J( I f 4) aAA.fi P19kat.1A WINK III APMAIMATF. IMATIOW ONLY AND NAV RR FIRIA TYPICAL M•d1N rimm IANI NOTANICAL AANA INANTITT AACI PIARTAN SMITH OF INTO M TOTAL Al1A PAIN IIII PAIN WARM JNIPII JNIPIRIIS SANINA IA 20R 51 211 PIITIAI JURIPIA JUNIPAIUS CNINAISIS IN II /A1 LILLI INNA,OCALLIS SP 26 11 N (Nitro COIAIII - .i. { i INTI: iNITZIR JWIPII TO IN FFIIA LOATH AT OIMO IISCAITIN. I°� I, ha POINT NORTH EAST ELEV. T.P. I NOT USED T.P. 2 59778.132 7465.033 4966,75 T.P. 3 NOT USED T.P. 4 NOT USED T.P. 5 59913.630 7194.13E 4961.17 T.P. 6 $9761.404 7703.379 4968.11 T.P. 7 59750.606 7659.349 4969.64 T.P. 6 59695.306 8270.326 4968.16 T.P. 9 59216.063 1 $418.461 4962.49 NOTE* SLOPE PATH TOWARD. RIVER AT Ix POWER PLANT TRAIL X-SECTION DETAIL N.T.S. 20 ar• ■ 1 PROJECT TITLE+ ' North Colle a Ave. Trail Underpass SHEET TITLE: STA 5+50 TO STA I I t 80 ROCKY MOUNTAIN CONSAVX7% Ic mi Grath /Path Al' nment/Erosion Cont °`""`"' •:�•.Bill" ""I dU110 741-6000 " Parks 81 Rec. Dept.,City ofFort Collins wN.gIT' mm,% OFFICE: DESIGNED 6Y MSTAP1111"" my_JO6 M. SHEET SHEETS am tTi-W R•11 emA UM ROOM 437 t. R.rMIN ESTES PARK DRAWN 6T RLN DATE s-o27o Pam n CNECILED NT— SCALE. I = 037.00 ,3 6 6NIRIAN-AAA» IIE7M�4� ,s •# Yr�i �m � ,v _ A t 9 ��+ 'D•i[fFnlFgSt �1� -. . ... 4 , " SEE RETAINING WALL X-SECTION DETAIL 20 10 0 20 40 60� THIS SHEET SCALE I"= 20' G r E' a9950 4955.00 WESTERN R SILT FENCE NT NCE TAIL g \� OTTON SEE DETAIL (TYPI � �� TREES X. ® \�� :`.s�::•:. lii (1 1#3 M �M ?, RR BRIDGE N o-�' 1 `� �_ :r?y..`i::;} "`•{c•::•: 4961.00 �� vi o A= Gr 1`�x S AND A THE N T t G 10 - ° H 4 p�� ::; !r x}t: (Yo nr, Wes_ 495p_ �. rn . H- R =65' P ANDNGP� �\ t :;'•: C� P 1�OOf W��� gE le 60 L =18. 3 y '+' :"` *r:`.':::'.:::::: , r �_ �- �� { _—_ 49 27.24' A In —�` to WT — 4 ��_ h ��`` :: � `?tit}�;i:•:{:{•::•%' '�- 4 o VAULT z CHAIN LINK �RETAI PP r w A LIT FENCE . ....:..:..:.. ...:..:..... .:.....:........... ................. ...... ........................ .:.. Y OTHERS • � •. •.4• 1M•.YWMIY:M'.MMM:AI.,'AMWjK�AIMM•Y •,,, .;•:•,, y('•'1'v+;r:: .TRIM..: ....,•..••r..,•...,...••r.. ,... ••....,. .,.• :::..•:::::: e IMPORT TOP SOIL FOR CULT PP v _ HILL SIGN (W7-5) BERMED AREA p _ pp TO 8E REMOVED) BY OTHERS / \ w \\ CURVE SIGN (WI -IL) 6 a 4°PINE a HIGH PRESSURE „/1.1 TRA MISSION MAIN LF,hN��� pp - i A= 5036' 4„ PINES -j Z 0 _ I) J TOP of wAll4 0 ITY OF wM+n C RETAINING \ Z W `�� WALL "C ING THERN CITY OF VERSA_LDKa a krC� 1011 EMt°1EEII ATI°VED S"SANmTONE *0. M! I`.(? EEtgE t31f AJPIMILT I i i� . FORT COLLINS EOIRV) CAP F14A].ON(T.1fIWA,F1(TI": DAoPP / f I AT.[. 4TtADF1) ANT) ORUIS'114tFlFD ARFAS I"9TA 0+(H) TO Ifi+..O IFx(.RI 1 a9 NOIED . IN NO. 2) SIIAIA, RR(VIVF FAn" (2 IUNS/NRR) GRASS REED AND FERTILI7FR (PER i1;1^:D'1 / •, RVPA;IFICATI(NI AND IN (TSVFT)FTIAN[:F T() Fi15T RR(TNI' FT. (XAd,}N3 F4tCRI0N , IA• , ('014 RH, SM'IFIOATI(1NR. ; . 2) I)1411IHRF.D AREA FTK ]N RI'A fi+IHI TR 7+IX0, S(KIRI OF F:%[,STIN(i FMRFTAINiNG CONTROL POINT DATA RETAINING NAIA„ (RF"IWF:F;N NK7RI IT M.I,FT:F. AVFTN IF AND THE(R,II I'(lIJF77 III ANT) SHALL I3 WALL"B" H'F:IVF. (H7ASS :M R) AFTF77 FINAL (a7Abl N(:. s.o' ®TP. i SWLDING, fOtW/QAT10N O � C I H- z POINT NORTH EAST ELEV. T.P. I NOT USED T.P. 2 59778.132 7465.033 4966.75 T.P. 3 NOT USED T.P. 4 NOT USED T.P. 5 59913.630 7194.136 4961.17 T.P. 6 59761.404 7703.379 4968.11 T.P. 7 59750.606 7859.349 4969.64 T.P. 6 59695.306 0270.326 4966.16 T.P. 9 59216.063 1 8416.461 4962.49 71 At,l, DIS•R AtHFI+ ARFaQ FR FI S"I'4 Ifi+,FD T(> 7TIF F.ND Of IR i,IFlT fF•X1RTiND 9()IX)FD 9 AREA) SIIAI.I. RF7•RIVF BRASS SOD AFI'FR FINAI, RRADINR. / SELECT STRDCTURAL 41 9I1:f FF'FN F. IS SIKINN IN APIRICINATF 1AC TIONR MTV AND MAY RF. FIF:I,D BAC"FILL ADJI N 1'FD. IM %STQ►ROCTONI L; RETAINING ,: p0 WALLA" CAST IN PLACE - /CONCRETE FOOTER 3.0' (TYP.) mom 4' ' _ 4" K1. I,- S" FILL SLOE 7 CRVWKD PONE FILTER I MNL 1 I � SG �— ZCT awmLL Z VE" WASHED ROCK W/LE �Q THAN 5'/.RASSNp 1001E �� . • • { T %COY►. 0 NOTE: SLOPE PATH TO E 1 pq�a Ii11fER AT j z J ,•FVo 0 xornD WIN '1 , i - D YIN OF I FOOT I c6 _I ��- 09LDW OFCR secaWCDNCIIETEF00 1 m 3-•SKEMR UNDD SSTTOlIroKDUROLS ASPHALT PARKING AREA °" "EL ST"'ITI"" 5- ON RR i 0.3 N.Ts RETAINING WALL4970 _ r CROSS SECTION EXISTING GROUND TOP OF WALL "C" 0.2 ELEV. 49i6.00 F 10 0.5TAT 01 OW CHORD w 0.5 fG4.7t TOP OF WALL"S" ' � PEI INgGRADE AT ELEV. 49G2.00 F 15 A �- IL OP PATH VERSA-LOR O. W A;e•.: f! + = a •' 1 (OR PRE-ENGINEERED •'' •A' . APPROVED) S' HANDICA A+p A.': ° ' 4860---___..._,.,.---.... -...,..._--�_�-_-------------._ ---- --- — _-------------- — - --- -_...------_-.--- LANONIG -- ---- ---- ---6D -------------------------- 49W 'd,`IA. q.; :A':A. i:. TOP OF WALL"A" A.,y. '. •'s •.• :A : "A: ELEV. 49SS.00 : •'� " A .. ' 40' van,-^ 4dVERT. CURVE 20 � A'j!' a, ; • 3 A" � :s•: . 4 4955 - - - - _ - ._ _ -,. - _ - - _ -.... - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - -' - - - - - '- - - - - - - - - - - - - •- - - - - - - - - - - - - - - - - - - - - - - '- - - - - '- 4955 :O.A,• . CONCRETE FOOTERS - a 17 3 NIGH ' 4 VERT. CURVE , 60 VERT. CURVE PRESSURE GAS 4950-------^------- - - - --- - -^- --T ---- -------, - ---- - ----- - - -- --- -- - - - ---- - - - - - - - ---- -- - -- --- -- --T -- -- ---- -- -r- - ---- - -- - - --- - ----� 4990 DATE: I BY: dy In 0n - o - Id n _ - _ - - - PROJECT TITLE: ' North Colle a Ave. Trail nder ass ,& SHEET nT�' STA 11 +80 TO STA 18+00 ROCKY MOUNTAIN CDNSMMWf%NG RETAINING WALL PROFILE VERT. I"= 5' Grading/ Path Al nment/Erosion Control pEl C NIEHIYEE[ GIB RV oENVER.E+p•. I"G' .Mr WENT: Parks 81 Rec. Dept./City ofFort Collins (sou wwmff: !�0" OFFICE: DESIGNED GY 9AQ APPROVED 6Y I_ JOB N0. SHEET SHEETS _ 43a7) ' • ESTES PARK DRAWN OY RLN DATE 9-0270 03700 4 6 5st0 RYEh LR.YMIG E0. •� »» .<+ . - CHECKED By ° _ Sri E id i low Cache La Poudre River ---�f��--��— _ COTTONWOOD .......�-.--- /i TREES 01-111-4. :;:j:'j:,•',s:;:'1:;f?:iii;:;li•{iipie+;:!+;;YF"4';:::•}:•i:::{•.;::r.;{:'iv:?;::•:•�i;':; •`• ,yam •:L::•; 2�00, . g CL • 6'' PINE TO BAAI E j q'PINE RELOCATED PORT TOP SOIL FOR :RMED AREA eI PINE / 110, r / #" #i � T.P R 1 i i I � f i......"" '� " " : .., .. , • , 5" COKIIETE MTM f J''//%// /./ g•_13" 3M" To I me m1mm ROAD UK (COOT CLASS 5 w 6) S 7'A'6 s �«Y rrlrr TMAR 8X1100 GEOGRID ' no" SOIL WOIrAtim co SIiAOE spoovem" I • CORRESPONDINS DE!•TM Of ROAD RASE "rt MLD Sb FEMME By Down OR o11 mR. NOTE: SLOPE PATH TOWARD RIVER AT 1% 6°PINE F7M1(1N (DNrW)1. WYrF9: i l A(A. (.7M(IF/) ANn OR 11IR71M12RED ARFA9 I," R•1'A 0+(N) 7n irw5n (RxrmPT AS mom IN M). 2) RHAIA, RF7T.IVF. MRA)1 (2 7 *19/AMR) GRA9.9 91M AND FWiri1.TZRt (PM SM-IFI(:AT/IN) AND IN MNIT11irUN(;F, -n) HIM RTII:RNI' Fr- ("JANS 9"I(m (XKM)1. SPF.I'IFI(ATIMS. 2) 1)19'n RFF7) AREA MIN STA 6+00 'IC) 7+(x), MnM OF F.M. TMI ROCK WMATNING MAIJ„ (RRIMRRN WWM (Y)1J,FX'F,. AVRMIR AND 7NR CAA) RMRR FIANT) SHALL WTIVR Mko.9 SDn AFM FINAL, (M[)ING. 3) AIA, 1/19'n*"Fn ARRAS F7AIM STA 16+50 7n 7NR FWn OF FRD.IN-r (RXIRT(MA ROnn® ARF:AI RNAIA, RKTIVE MASS R*) AFTFR FINAL (;RADING. 4) STEP I%FN(E IC S144M IN A141U)%IMAW 1Att•ATl(NS (NIA AND NAY RE F-IRID AD. RrEn. �� I( 2.5�x V SIDEWALK GRATE 200' 20 10 0 20 40 60 � SCALE I))" 20) ASPHALT PATH _ 12° CMP W/ METAL END SECTIONS / PER CITY OF FORT COLLINS DRAINAGE DETAIL ICRETE/ASPHALT 6-- PINE CONNECTION /T1 DN OFFICES POINT NORTH EAST ELEV, T.P. I NOT USED T.P.'2 59776.132 7465.033 4966.75 T.P. 3 NOT USED T.P. 4 NOT USED T.P. 5 59913.630 7194.138 4961.17 T.P. 6 59761.494 7703.379 4968.11 T.P. 7 59750.600 7859.349 4969.64 T.P. 6 59695.306 $270.326 4968.18 T.P. 9 59216.063 6416.461 4962.49 SEAL) DATE 1 BY: PI"CT TITLE) North Colle a Ave. Trail Underposs 01EET TMIs STA 18400 TO STA 22+00 ROM MOUNMO C Grading/Path AI nment/ °` a" "JENT) Parks B Rec. Dept.,City otFort CdfinS ^ @PILE: O[tNIMD BY APPIIDVE9 K_ J0: s"LET SNQTS Nf+• mom jr R ESTES PARK D w" "' RLN DATE llzzd 9-D27o5161 A 10'20� z (n p n X W O) O O) S W M , � � 'F � ? U C Q � cy IT Q f �. -. " r'I _r - Wawa nucrr/1RSs ro w*cN ExiaTi Ns c V NI N.) S S{7j� :—;ON A - A 7RNt IT10M A*0H*T FROM 0• 10 10'. I wYl • / —� fl10 �TE ?RAIL I �r: d I - Y I . 4 T"o A*%NLT TaAtl r: Lgj TA I I, 1' tj a >< , area LW Bea 4M.0 it E 3/e' EPTH 13 1/4 OF THE THICKNESS d/6' THICK_ 10 �COWACTED SUBORADE/ -. `.._..L r 04 IRA 24• 1." a 16, O.C. 04 6AA. S' O. C.,xZr �P4 BARE CONTINUOUS 1 1/2• MIN. COVER Ey CONTRACTION .JOINT_ LLOW SOLID OR BROKEN 15' LONG W/ 20' SPACE) SPACING OF JOINTS $WAIL CONSTRUCT -ION JOI NT ON TRAIL CENTERLINE USE ONLY WHERE CONTRACTION NOTES: BE EQUAL TO THE ?RAIL WIDTH USE ON WOULD OCCUR 3.500 P.S i. CONCRETE. I/gq MEMOLOED JOINT FILLS WITH SEALANT 2 ROL* I IC EN STEEL TO IREI. SUPPORTED DIALING 1/2- X 24- SMOOTH DOE[L MR POUII IN CENTER W !LM . a 24• CENTERS. �A![ Ow END 1. CONTROL JOINTS. IQ' C-C. EXPANSION JOINT EVERY — CO AND CONTROL JOINT CONTINUOUSLY ALONG TRAIL ---- CENTERLINE ALL CONTROL. JOINTS TO BE SAWCUT. 4, Is OUTSLOPE ON TRAIL SURFACE. 5. RECONDITION AND LEVEL BASE UNDER TRAIL EXPANSION JOINT 6. TRAIL SURFACE-SHAI;L ALLOW WATER TO DRAIN AWAY FROM TRAIL. CONSTRUCT ALL LOCH IOtMAL ���� tbNACT[D ltM0RA0[ WHEl& OOUTTER a KRE AWTTIIM STRUCTURES OR 0 TMRAAIL/ OR � CONCRETE TRAIL DETAIL ENE E SECTION -E 6 N.T.S t TYPICAL JOINTS � VII W In 1nYM1 EIGBB rRaNl . Tr Al'F TRA t L ON R I PRAP DE TA ! ! N.T.S. wss.o it r l „ ,i { r. .k ;' ,• . +ell.w. wso.o ----•-- o ee y iUat j. d;�a r'q- f 4 fx I- y , I I xtE it � • (-- < { .'3r e' k , _ RVUBr StMl711R END t r.. k SIBT� W tlt simpts /lwtBBM-IKAO SLAW "IV *WA 6"AL KAl11NE Tf[-RRMEt or /suplasor Poem la mere• 4amwleal x1 ,i ^ I � I � OWE 4 - - � -SINNED ste•a14M ..( C a r - F t esePLL� MlOdle rM it CG TIIEATEI my _ - fir - t I zoom HTI i." YMATED i= 'I. fq �. ' VC TEG TO w 3/8 PR(x TS B F. �n0lv`=mm E ON 2 CENTERS'. y?N T 4 (RE0 D) r 'x .B�DONCR[TE PATH - I A SECT10li " ; , f I t' from "mans LED 3'0[E► AM SET lto lE ATM CIx1IptET[ I r Y I i : I I STMXTM CROSS SECTION N6 C 1 .;.. s _ I -- en satr r tF KLO" , I l 3/4 X 3/a W/ 3/16' 0 ALL PIP NOTE: CONIRACTOR,ADJUST TO FIT 3",4",S: �SYAUCTI r 1/2' DIA. HOLE W/ I' DIA COUNTERSORE 1/2' ORDUT 3/0' X a' ALLT W/ PKIT A W a 24' CIE Re' STRUT AKAWAY. 1 3/4' SO, H 2' S0. BY 3' LIND SLEEVE _ 11 TRAIL SIGN TYP ill0lu PATCH X 12' SANDSTONE CAI '2- REVEAL /P'LANTER OR RETAINING WALL TAAIL SURFACE EDGE TRANSI TYPICAL FIjjW SIIRFIICE WIpTN '3 • 35' TO 45' INSIDE LANE 7' MIN, OUTSIDE LAN S' VIBE R • 4S' TO SS' INSIDE LANE P WIN. OTSIDE LAME S' WIN R . ABOVE SS' RB CARVE NINAITAL 414VIM CURVE WIDENING DETAIL N.T.S. Y �y RnN N•A RIMY? ~• 7141�®ynylN CCM w�r1 P— 1 IF emu M ASY /1wE1�,,}r1/ of 0.N r0t1p � FT, 4'x4' POST r,4• TOP30TTOM AND CENTER L MIN. 3' CONCRE7 AROUND POST. POST MIN, e'•o' , TYPICAL SECTION T CHAIN LiNK FENCE6 / 7• CENTER TO CENTER CHAIN LIMA FENCE MOM MRE DPEWM 1 1 /41' DIA SADDLE 2" TOP RAIL (TYP) W/ I' REVEAL 7/3' HOLE T E 2 41 1/4S"STOW CAP T ♦ (TYP) PL3/6 X 3' DIA /16' WELD ITYP) NUY►Ra • • - s- The color of the sandslone slab shall be approved try the pity of EXISTING CONCRETE • 2 3 / 4 I/2" POST " For 1. CoII ins prior 1.n order L ng l.he on Le i al . Coal of the Bond ainl,e PL5/8 X 9 I/2" X 7 I/2 slabs shall twe Ln,iluderl in the cowl or it'm respective wall. The Coniroelor shall determine live "on eArtwtrurlyd" Irw.alAoo of BASE PLATE DETAIL RAIL MOUNT DETAIL the al)thrrrtd plaoPd in the planter or r9taining walla and drill Lhe holes in the RandRlorre slab• accordingly. The not ud N . T . S . N . T . S . surrounding cn.mLwe Blab hole shell be rifled flush wi Lh a colored elmit' which antches that of the sandntone. N RR All RLP"I components of five. fery.ing, except those tart" which are galvaniawl, "hall be pwinled In a,•cordanee with Section 09900 of Lhe Nlandard Rper•iri,,ationw. The color "hall he Federal Green. Rquivalenl t.n the Fe,b•rel Rl.andard 54514 Color No. 14056. L1/4 X 2 1/2 X 2 1/2 I/2• DIA. NOLE COLRNT1ID1 DIA 3/e• x e' AL W/ NUT A WAS 4 PER COLUMN 4' PIPE a 0' O.C. 3•V2"POPE (STD.) 4' CLEARANCEt 1 4- 3/4 X 3/0 BARS 3-1/2 PIPE (STOP 3/4' STEEL AWN ROD. 3 PER GATE MINIMUM EMBEDMENT OF e• INTO COP POST CONNECTION WILL BE P1.3/11 X XISTING CONCRETE 3/16' WELD (TYP). „ GATEAT POWER PLANT 6 N.T.S. rfRECAST COTE GM 1/2' SPACE I 2' e' S 2? RAIL 3 TIES a 12' O.C. sn• x 2• e• ►ATCN ALLTHREAD W/ IPE STUD X 3' 1' REVEAL ,a WASHER A. NUT L I/4 X 3 X 3 16' $0. REINFORCED CONCRET C SECTION B - B N.T.S. m E OLLAM BRICK -RAIL DETAIL • • • •• 24' So. COLUMN RICK VENEER N . T . S . RETE COLUMN - 04 BARS. EPDXY GROUT MODULAR BRICKS 4' X S' X 2 3/6' MINIMUM OF 6' INTO EXISTING DARKER BRICK ON THE CORNERS CONCRETE WITH LIGHTER COLORED BRICKS IN THE MIDDLE. COLOR AND SECTION A - A PUMEIE OF RICK TO MATCH THE PLANT N T . S JOINT ,IL ITH"e�T SMCNNG TO VARY 3/4' PIPE STD. ITYP) \ AS REQUIRED 6' CENTERS E' DIA. RAIL STD. EE RAIL MOUNT DETAIL V2" DIA. POST STD. SEAL, MI tYPiCAL RAIL SECTION • ALL LUMBER, L.P.IRW, SHALL K TREATEOIFITN CCA(chrommNN copper orsenafe) IN CONFORMANCE WITH AIIPA STANDARD C-2. A MMMUM OF 0.40 POUNDS PER CU.FT. OF PRESERVATIVE SHALL iR RrMINEn AFTER TREATMENT. 4"TO5"DIA. RAIL 5"TOB"DIA.P I a'CENTER TO 5"TOG" SPLIT RAIL GOTR SIDES B MCONRE RN.3"CTE AROIR�D POSTS. POSTS moo.6•-3 END SECTION,OATE SECTION TYPICAL WESTERN —RAN FENC 4 !GALE+!/S",•I', _ ` Filker Fabric Stool erV1(OOd P"k—,,. FilkerFabric Akkech Securely to Post SEttl o. Wood Post rCompecEed Backf ll 1 Runoff ram~ BeckFill.d Trench Ap�roximaEe(y T IWNI4 x4•Tretrich MIN. . C4e/le/a!«: 1. The fltoxkmam tributary Nest Is NFYlflf to 0.25 acres per 100 feet of ferics. 2. Inspect end repair tore after each ttorm event. liarnove tadbrlent tivhe SECrIM VIEW onto half the httiyflt of the fence has SILT FENCE be" filled. 11larmovfd sedirnfnt shfs 6 be depoNted In an ens tr(butery to 1 Sedkrwm basin or other f111frlflp mffeWf. 1' 1 /4' (TYP) LI/4 X 2 1/2 x 2 1/2 1/2' SPACE 2" It D (TYP)- IPE STUD X 3' LI/4X3X3 3-V2"POST BOTTOM RAIL DETAIL N.T.S. rEXPANSION JOINT 2' FROM RAIL SUPPORT 3/4' SPACE WITH 6' PIPE STUD _a 7/B• NOLE 4*-1 1 /4' (TYP) • 2 3/4' 1-5/6 X 9 1/2' X 7 1/2' ' DIA. FOOTING BASE PLATE DETAIL ON NEW FOOTING N.T.S, 1///3/4' PIPE STD, (TYP) /6• CENTERS 2'' DIA. RAIL STD. SEE RAIL MOUNT DETAIL 3•I/2"DIA. POST STD. e SEE BOTTOM RAIL DETAIL SEE BASEPLATE DETAIL ON NEW FOOTING 44n FENCE AT POWER PLANT N.T.S. !RICK COLUMNS 0 A r/� NEE BRICK -RAIL DETAIL SEE BOTTOM RAIL DETAIL 1:T North Coll Ave Trail Under O$$ Y twotINTAMt SEE BASEPLATE DETAIL SHERT TITLE, ROCKDETAIL SHEET DRAM. pw LPM. REBAR 4 REBAR enn Ttl"M 12 8 FOOT FENCE AT POWER PLANT XISTIW CONCRETE euvfr Parks aRec D t. C° of Fort Collins 1„st.A iSPr isaw 13 6 N . T. S. omn1 DEIIaE® BY APPROVED BY_ s Na :MEET :BSETs UM RIM 4W f. ESTES PARK omwm °�- — °ILA ' '�° 1q__O_2TO 3T CHECKED BY SCALE SHOWN 037. 00 6 6 O0i1 1,