Loading...
HomeMy WebLinkAboutTIMBERLINE ROAD WIDENING EAST PROSPECT TO EAST DRAKE - Filed STR-STREETS - 2008-10-22L0 co N CONSTRUCTION PLANS FOR TIMBERLINE ROAD WIDENING -ULTIMATE FROM APPROX. 150" NORTH OF DRAKE ROAD TO APPROX. 2100' NORTH OF PROSPECT ROAD FORT COLLINS, COLORADO APRIL, 2005 ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE LT LEFT A.E. ACCESS EASEMENT MH MANHOLE P.E. PEDESTRIAN EASEMENT ARV AIR RELEASE VALVE PC POINT OF CURVATURE ASSY ASSEMBLY PCC POINT OF COMPOUND CURVATURE BOV BLOW OFF VALVE PCR POINT OF CURB RETURN C&G CURB AND GUTTER PI POINT OF INTERSECTION CL CENTERLINE PRC POINT OF REVERSE CURVATURE CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE D.E. DRAINAGE EASEMENT RCP REINFORCED CONCRETE PIPE EL ELEVATION RD ROOF DRAIN ES EMERGENCY SPILLWAY RT RIGHT EX EXISTING SS SANITARY SEWER FES FLARED END SECTION STA STATION FL FLOWLINE STMH STORM DRAIN MANHOLE GB GRADE BREAK TB THRUST BLOCK TOF TOP OF FOUNDATION GV GATE VALVE TYP TYPICAL HP HIGH POINT U.E. UTILITY EASEMENT FH FIRE HYDRANT VCP VITRIFIED CLAY PIPE I.E. IRRIGATION EASEMENT VPC VERTICAL POINT OF CURVATURE INV INVERT VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY IRR IRRIGATION TOW TOP OF WALL LF LINEAR FEET BOW BOTTOM OF WALL LP LOW POINT LEGEND W EXISTING WATER LINE T EXISTING TELEPHONE LINE o EXISTING WATER METER FO EXISTING FIBER OPTIC LINE C( EXISTING FIRE HYDRANT o EXISTING TELEPHONE PEDESTAL `P EXISTING WATER SHUT OFF VALVE EXISTING STEEL POST pd EXISTING WATER VALVE w EXISTING WOOD POST ( EXISTING AIR RELEASE VALVE EXISTING GATE E EXISTING ELECTRIC LINE EXISTING SIGN OHu EXISTING OVERHEAD UTILITY LINE EXISTING TRAFFIC SIGNAL E— EXISTING GUY WIRE --- EXISTING EDGE OF ASPHALT EXISTING POWER POLE m EXISTING ELECTRIC VAULT 0 PROPOSED WATER/SANITARY MANHOLE 0 EXISTING STREET LIGHT K PROPOSED FIRE HYDRANT G EXISTING GAS LINE o PROPOSED WATER VENT PIPE EXISTING GAS VALVE 0 PROPOSED WATER METER I EXISTING IRRIGATION LINE a PROPOSED WATER VALVE EXISTING IRRIGATION VALVE ;,I PROPOSED TEE W/ THRUST BLOCK 5 EXISTING IRRIGATION SPRINKLER HEAD QO PROPOSED STORM SEWER MANHOLE ® EXISTING IRRIGATION VALVE BOX a PROPOSED STORM SEWER PIPE EXISTING STORM SEWER PROPOSED FLARED END SECTION EXISTING STORM SEWER MANHOLE PROPOSED STORM SEWER INLET S EXISTING SANITARY SEWER LINE PROPOSED RIPRAP 04 EXISTING SANITARY MANHOLE PROPOSED STREET SIGN PROPOSED TYPE 3 BARRICADE EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EXISTING SHRUB INS DATE: W Q Q i W J q VF PROSPECT RD. DRAKE U_ IL U CL Z Z VICINITY MAP APPROX. 1 "= 1 500' PROJECT LOCATION G� S�, F� BENCHMARKS: CITY OF FORT COLLINS BENCHMARK 17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE ROAD AND TIMBERLINE ROAD IN THE TOP OF IRRIGATION STRUCTURE. ELEVATION = 4935.53 NGS E 357 IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A SMALL BRIDGE OVER SPRING CREEK AT THE PROSPECT ROAD CROSSING OF THE COLORADO AND SOUTHERN RAILROAD. ELEVATION = 4916.27 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 e 800.9212o 1987 CALL 48 HOURS BEFORE YOU DIG INCLUDE FOLI-OWING INFORMATION • COUNTY, CITY • CAN BE REACHED SECTION & 1 /4 SECTION NO. PHONE NO. OR • BEST TIME TO CALL • COUNTY, TOWNSHIP, • LOCATION OF PROPOSED SECTION & 1 /4 SECTION NO, EXCAVATION • CALLERS NAME AND FIRM • TYPE AND EXTENT OF WORK • FIRM ADDRESS • STARTING TIME AND DATE — _ DESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPo I JDL SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION N/A 4/6/05 A CYty of Fort Collins � 50% SUBMITTAL NOT FOR CONSTRUCTION INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1....................................... COVER SHEET 2 ....................................... TYPICAL SECTIONS 3-4 ....................................... RIGHT OF WAY MAP 5.9....................................... TIMBERLINE ROAD - PLAN & PROFILES 10 ....................................... PROSPECT ROAD - PLAN & PROFILES 1 1 - 13....................................... GRADING PLAN -TIMBERLINE ROAD 14 .................................... GRADING PLAN - PROSPECT ROAD 15. 17....................................... SIGNING & STRIPING PLAN -TIMBERLINE ROAD 18....................................... SIGNING & STRIPING PLAN - PROSPECT ROAD 19.29....................................... LANDSCAPE PLANS (BHA) 30-35....................................... IRRIGATION PLANS (AQUA ENGINEERING) 36.40....................................... CROSS SECTIONS CONTACTS: CITY OF FORT COLLINS STREET OVERSIZING MATT BAKER 222-0748 EILEEN BAYENS 222-0351 CRAIG FARVER 222-0854 WATER/ WASTEWATER ROGER BUFFINGTON 221.6854 STORMWATER GLEN SCHLUETER 221.6700 LIGHT & POWER DOUG MARTINE 221.6700 TRAFFIC ERIC BRACKE 224-6062 INTERWEST CONSULTING GROUP TERRY RODRIGUE 674-3300 EXT. 107 BOB ALMIRALL 674-3300 EXT. 106 QWEST CAROL VEYSEY 377.6406 XCELENERGY CONNIE WOODARD 225-7843 POUDRE RIVER POWER AUTHORITY TOM MCCORMICK 229.531 1 GREAT WESTERN RAILROAD J. CHRIS DODGE (OMNI TRAX) 303-398.4505 ARTHUR IRRIGATION CO. BOB HARTUNG 493.4575 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P TIMBERLINE ROAD WIDENING -ULTIMATE COVER SHEET "SHEET 1 OF 40 gm um) CID N UPLAND'S PROSPECT BUS/NESS �j PARK P. U.D. BLOCK > I Q � � \ BEGIN Pf'tI OPOSED C MATCH EXISTING. � STA 303+12.7� I , ----- - ---- B T ���-- 5------ �, _- V w w �y w w w -'I wrr 00- - t" - _vw-_ �-- 300+00 - 3�Q{+ xa e.a - - _302+_ 44- -- - 1= __ + - -- N89'34'45"E .{.-502.56 "- BEGIN PROPOSED 1 �`- 30: MATCH EXISTING FL STA 300+81.67 -- T-F� _ __�F 301+00 Fa -� -- - ---1�-=-=_ �__= N85'48'56"W 2 E e-- -- E--__-196.24' CITY OF FORT COLLINS CURVE TABLE CURVE RADIUS LENGTH CHORD CH BEARING DELTA C34 115.00' 182.39' 163.87' N45'34'52"W 90'52'15" C35 100.00' 9.08' 9.07' S88'24'58"E 5'12'03" C36 2292.00' 125.42' 125.41' N87'24'58"E 3'08'07" C37 25.00' 37.52' 34.10' N42'51'05"E 85'59'39" C40 106.00' 139.48' 129.63' S41'32'59"W 75'23'27" C41 100.00' 13.91' 13.90' N75'57'02"E 7'58'14" C42 800.00' 123.94' 123.82' S81'46'08"W 8'52'36" C43 35.00' 60.37' 53.16' S49'36'51"E 98'49'58" C44 2284.00' 40.00' 40.00' N80'28'04"E 1'00'12" C45 100.00' 38.92' 38.68' N88'52'59"W 22*18'06" C46 60.00' 23.39' 23.24' S88'53'54"E 2219'55" CL3 2340.50' 393.93' 393.46' N84-45'27"E 9'38'36" CL4 1065.OV 256.50' 255.88' S84'45'59"W 13'47'57" II INTERIM EDGE OF GRA OR FLOWLINE (TYP.) I11 I _ I ��, I • 3 04 \ III \ PCR FL $TA 308+50.9 m el I l 30't DRIVE OPENIN - 3 q8' ATT. WALK T r 29'tl DRIVE OPENING 1 � ,5n '< 307+60 N88'S '1 "E 1 3DG+00 --.� x 304+00 3oe•+oo 1 W N, - w w w� w -iz • coFc- ww w CL - 308+00 407+00 00 PROSPECT . • ` I • 3 -- _ T CONTROL LINE- 30d Fo.z MITS OF CONCRETE 60` Er + e C 7+00 1 E F 00 f CAA'SQ'nn"w as Sa' �nurtii _ ,E `- + `- \Is a STOI SEWER 11 o 7n m I I a I \ O 1110 I I \ � I I 8' ATT. WALKv PC FL STA 35+55.55 \o TRANSITION WALK WIDTH THROUGH ",• CURVE �\ TERRY J KEA T/NG INTERIM EDGE OF GRAVEL \ „ OR FLOWLINE (TYP.) STORM SEWER 9 n a \• i' 9' ATT. WALK—' NI < I . I< < I • 1�� 1\ EGIN PROPOSED C&G R"Or. ( I / MATCH EXISTING ! -PCR FL STA 308+11.28 MADTCHREXI GCS +LT 40.32 8• ATT. WALK FL STA 311+ .83-r.-- --- / ----- R� /� ..� - �� - - - -_ -c me - timtc - �m�� Tmc - Ri��c -��m- -o�c• i� _ PCR FL STA v vv-ve�Llmn�� _y_ 308+45.93 - w �o 1 CL4 4+ 00 - - I 31 +� 8820' 3"E U 11 ��4-]IYIL •v _ N84`16 05 E _ _ 0 00 - - -v».L 311+00 50.00 w 313+ _ i 144. 3' - + OD S79.5b 09"W 1 f w 12+00 112.59 1- 309 w 72 "7,9200E -_, fIII �oH 314+00 OSr cCT R �- w LIMITS OF CONCRETE 311010 � %�_ 5j728 o"W 313+00 - G w D -'r r 00 cc w w w �g+00`,N79'S6_09"E w. 4g2 / • 19 � s+ END PROPOSED CdcG MATCH EXISTING N+00 + FL STA 313+77.30 LIMITS OF CONCRETE W / n / �09" 1 c 56' 4 "W 57g�1.12 310+00 1 E` $7945.92 STORM SEWER 13 TRACT A / 8' ATT. WALK ` __-----' ----- --------- IPT FL STA 308+99.18 '- - ----------- PROPOSED 10' TRAIL SPRING CREEK '( --T 1 MODIFY EAST PARAPET WALL l' TO MAINTAIN 8' SIDEWALK / 1 U o / 1 LOT 4 I 1 200.00, VC VPI S A VPI = 304+66.7 LEV - 4915.73 � wi rn +< .D. - 3.01 } �M 4925 _ _ _ 66.52 + W 4925 � G'i g I II - XISTING GRADE ry + e z rj 4920 LJ -_-_ Una< z 492 c-i _ P OSPECT IMBERLI E INTERS CTION y N it XISIING GR DE IL F < 4915 a < ----- - - \ a PROPAOSED <F --4915 w Wm g ROPOSED GR E 1� GRADE AT FLOWLI E 491 - - 4910 UI m + �N nED _ _ n� �� +to m� +± ,(1+ nn m� .-+ ON Qp a0,0 t0O 10 ONm N Nm �_ toN f0 IA iV7 1� N4 +17 MqS N�Ic`I N� N� c ' N� O +Im OOO �m �m �O� <� �m �m µp mpg rno, m0! 01 d� 303+00 1 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 LEFT FLOWLINE PROFILE 50% SUBMITTAL NOT FOR CONSTRUCTION INTERWE3T 1218 W. Ash. Suite C Windsor . Colorado 80550 Phone_ (970) 674-3300 Fax (970) 674-3303 0 N S U L T I N G G R O U P 50 25 0 50 100 Iio lF IZONIAL- SCALE: 1 " = 50' VERTICAL SCALE: 1 - = 5' 2 n I' 200.00' VC - rYi r� VPI STA = 304+76.34 Z VPI ELEV = 4917.28 I 1 II rti °i A.D. = 2.05 � W) - A II + K = 97.73 4925 - q * ID _ 40.W VIC 492 b + VPI S A = 309+86.0lj w II II L6 N - VPI LE; = 4911.58 PROPOSED GRADE > PRO PECT/TI BERLINE D. = 1.75 15 • N 5' TYPE I� INLET 41 X AT FLOWLINE � � w ITERSECfiION 80.09 L.P. ELEV 4910.75 R r � 49 -1 L.P. STA 11+36.99 r, � g +- -- -_ °D 92 m _ XM + 7 TIMBERLINE RFL VPI ELEV 4910.50 o owl II g ' O1 J PROSPECTSTA 3RFL a A.D. 1.37 + n $« > + EXISTING GRA E ! _ _ - 501C STA 308+99.18 n n + K 1 9.85 n 1 4915 ---- -_�-__ ---- _ /� ---- IELEV:4913.15 F W I� �,�, 13zN 150. VC TIMBERLINE \/ -----_I- PROPOSED GRADE 491 VPI STA = 302+51.34 STA 63+16. 6- \ _ - - EXISTN GRADE AT FLOWLJ E VPI ELEV 4922.63 PROSPECT STA 305+5 FL - - _ - - - - - - - - .2_5f - - - - A.D. 0.79 ELEV- .55 .91 '2.3 __-- -----__--- - _ - 491 K = h90.71 ----------------- i _..-- - INLET 1 ��CID NN off O� liwmoi NN � 'N N16 Lei NN O� f7� Or- N� NN ^8 �� �N mm ON mm c - �p � '-O�i �f0 O� O u7 +�§m MM N �i^ �10 m M p N� (VM �� N� ^O (p mm mm 'm°fm m� m(n mN m m� m� m� �,� i�n ISO O NOS 301I 00 1 302+00 1 303+>0 304+00 305 1 306+00 1 307+00 308+00 309+-00 310+00 311+00 312- 313+00 314+00 RIGHT FLOWLINE PROFILE REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SHEE1 CITY OF FORT COLLINS, COLORADO MPo I MPo TIMBERLINE ROAD WIDENING -ULTIMATE 10 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION clt,ofeo,L(IIHns �1•=50' H 1'=5' VI 4/6/05 I PROSPECT ROAD -PLAN & PROFILE 40 285 Ln 0o nA r 1 U I I I I I I I I I � I w I I I I STORM 1 TEMPORARY I A NOTE: STORM 1 IS DESIGNED FOR THE CONSTRUCTION � I I I DETAINED RELEASE FROM THE FUTURE EASEMENT POLICE STATION AND THEN ADDITIONAL FLOW SLOPE AND y SC GROUP INVESTMENTS, LLC STORM 1 — — I EX. AREA INLET TO (DEVELOPED DETAINED RELEASE) AT DRAINAGE 1„ - MANHOLES AS SHOWN IN THE DRAINAGE EASEMENT `V - MAIN. REPORT FOR THIS PROJECT. ------------------------------------ --- }f_RE -------� UTILITY __-- II --_ �� I� III ----------------- -- I -I L- EASEMENT --------------------------- II ------------------------ --------------- - =ROW _ III I ---- --- _____ _____�—___=— _________________________ _ I` r L------------------------------------- III ------------------ -- - - - — 4' COFC— w w w — — —-------- --- — -- — — -- 0t ry I�— — ----- 1 --- -- — - -- - - -' + ROPOS T r r T r r 493g r r 40 T r T 9 T— T SIDEWALK CULVERT do CHASE AT ---u EXISTING "BEAVER SLID 4936 PROPOSED CURB 4938 EX. NORTH TRIG. Fl" AND GUTTER 4937 ' — -- — MANHOLE TO REMAIN. I I m I + 0-__ _- 22+00 4 19- 00 _ o _ _ _ ; 6 EX. CURB TO REMAIN t6+00 +— - I I w 13+00 - _. -. - - 17+00 — 'T - --- 16+00 —�--- —T — —�— - 10+00 I 111 - - 12+00 - �_ - —� - PRO LANDSCAPED _ �`4939 94 MEDIAN W/ UNDERDRAIN 4938 4936 IP TIMBERLINE ROAD �O li CONTROL LINE 1„ 4938 4937 I -----------------) I Q y � � CITY OF FORT I COLLINS � 2 Q n I RE rn xg�, I I `t I POLICE a STATION POND I MAX RELEASE 3.7 CFS L--------------------- 1___________ ______- - - - —W 24" COFC- W' _ w' w / 4942 - T T T T T - T 25+00 24+00 ro 4941 I \� I PROPOSED CURB mm EX. CURB TO -- 4937 4936 AND GUTTER O -- IlO REMAIN `t --- --� H aI Z _--- ----- Y�� llII� —��� ------ -- EX. ROW SIDEHILL III n� ------ — PROPosEo 7' EX. UTILITY E II F/L/NG ONE III II n II I EASEMENT I� EASEMENT — 4936 1 1 SIDEHILL S I �a 1 11 FLING ONE II W Z SO % SUBMITTAL J I I SC GROUP /LAVES MEATS, LLC I I I NOT FOR CONSTRUCTION 11 w ----jl + FLEIS CHL/ ENTERPR/SE Q I I k---------------------------- CITY OF FORT COLLINS I �. I I SPRINGS----- t--I- FINAL DESIGN OF THIS PONDEEK FARMS NORTH D. STORM 2 I I I 1 I BEING PREPARED AT THIS TIME, � IF A FUTURE STREET IS C-� `t I APPROXIMATE RELEASE RATE - 2 CFS. I I I POND BOTTOM AS SHOWN IS 1.OX THE FUTURE,LITY, PLACED AT TH1:L DRAINAGE, AND EX. IRRIGATION DITCH I 1 I - - AND ROAD CROSSING I I I 4 � PIPE WILL STRUCTION EASEMENT ISLOPE, DRAINAGE, I I AREA INLEUTILITY, ANC — CONSTRUCTION �—._---- EASEMENT- I a9I I 93 STORM 2 - POND A - ------ ----- I I I OUTLET PIPE -----�--------------------------- I ROW _-'-----------T - II\I -- - � ---494 PROPOSED 7' WALK - ----- - PROPOSED IRRIGATION PIPEIT \dd W W W W w 4 W w 24' COFC- Ww 49 W WW- 42 PROPOS�O CURB AND GUTTER— T + T T �00 32+OD-- T T T T - - - - 27+00-----I- - PROPOSED CURB - — } PROPOSED LANDS 4944 AND GUTTER qg¢1 4942 MEDIAN W/ UNDERDRAIN 4943 gg42 I I � TEMP. CAStRUCTION � EASEMENT V I �. unuTY EASEMENT SIDEHILL F/L/NG TWO 1 I Z I REVISIONS: DATE: W W T/MBERL/NE TIMBERLINE ROAD gg40' CONTROL LINE UTILITY - I EASEMENT I II I SIDEHILL FILING TWO s f,. I I vIj - iir I - -,J f I ,0 50 25 O 50 100 S � SCALE: 1 " = 50' I f x I I I � • I I AREA INLET /NTEGRA TED EOU/T/ES W W W I W -24' COf-C— W - 37+Oi .rui—-------- PROPOSED LANDSCAPED MEDIAN W/ UNDERDRAIN 45,39 NEW DRIVEWAY PROPOSED CURB T T T- T f,�7r�- T OR STREET r AND GUTTER w w w W 40+00 41+00 t2+O0 STORM 3 PROPOSED CUR-4941 4942_ 940_ AND GUTTER 4941, DO I V I m I I i - - BY: SHEET DESIGNED BY: (DRAWN BPY: APPROVED TIMBERLINE ROAD WIDENING -ULTIMATE CITY OF FORT COLLINS9 COLORADO 11 SCALE: (DATE: CHECKED BY: IRATE: GRADING PLAN -TIMBERLINE ROAD �F 40 s---� V .TI TEMP. CONSTRUCTION ROW — 4938 EASEMENT 4. UTILITY_— STORM 2 EASEMENT — — _ SIDEHILL —FIL—IN—G —TWZO -- — — — — — — — — 7Awtwwww=wwAwoA wOi (UTILITY SIDEHILL FILINGEASEMENT — 2 STORM PIPE I ■ I I / — — — — — — — — — — — — — — — — — — \ 121 B W, Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 4937 - I I Fav (970) 674-3303 1 N T E R W E! T C O N S U L T I N G G R O U P ENGINEERING DIVISION �., of F� 1 "=50' 4 6 05 Wi 00 U s,�24 42+00 _} 1_ 10 4941 STORM 7 ■ JNDERDRAIN 0 T49T 9^ L17FCW ;EVISIONS: � II , II I I I I II II T 50% SUBMITTAL NOT FOR CONSTRUCTION r 1 TIMBERLINE STAR \ REGRADE�1 EXISTING ACCESS DRIVE SLOPE, DRAINAGE, / NEW UTILITY, AND DRIVEWAY OR CONSTRUCTION �\ STREET EASEMENT � I I I I I ,I I I Ixl II � I I I I Ix I II I 6 II STpRM 5 I I BREACH OR FILL IN I v-j- -- IRRIGATION DITCH SO SLOPE, DRAINAGE, REGOADE AND \ III �� OTTENTERM FLOWS WILL A EASEMENT ND UTILITY�CESSVE XIDRIVE PROPOSED CURB \494? A9Ai 'ryR 3 DRIVE �i W \APPROA H AND GUTTER APPROACH I r T T T 94 T T T _ T T T T T — _ - T OOia - - 51+00 - --47fb0z4 co._ _.. ..._. d _ -- 4 +bb- - -- - - - - - Oi ' _ 43+06 w -- W _ 44+00 W - --F 4_ 5 00 - I -- 46+0+0 i- - -I - #---- - -� - - -- NDSCA ED 4942 \ sry k9�v *0b MEDIAN W/ UNDERDRAIN PROPOSELArn� 494 PROPOSED CURB TIMBERLINE'ROAD °� 4:1 MAX SLOPE (TYP.) M0 AND GUTTER CON 4g3S 93 / I ROW Ix PROPOSED 7' WALK a I a9 4940 r a/ a x SLOPE/ I / t — — - - — _ _ I IPROPOSED 7' WALK h r / CONSTRUCTION x _ -' L1 MAX WALK GRADE r r EASEMENT mI x x 5.0% STA 45+00 TO 51+00 RT r I THERE SHALL BE NO "CUT" AROUND THE EXISTING TREES SHOWN TO REMAIN. FILL u j 1 SLOPE FROM BACK OF CURB TO DETACHED SIDEH/LL FILING TWO 1 WALK SHALL BE MOSTLY COBBLES IN ORDER TO I r AERATE EXISTING ROOT SYSTEMS. FE: I EXISTING CULVERT AND SWALE SYSTEM AROUND MIDPOINT DRIVE TO REMAIN. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION FACE OF WALL POINT TIMBERLINE STATION TOP WALL ELEVATION BOTTOM WALL ELEVATION A 51+01.23 LT 95.03 4917.4 4917.4 B 51+01.23 LT 73.50 4923.0 4917.8 C 51+48.98 LT 73.50 4921.6 4916.4 D 51+48.97 LT 95.18 1 4916.0 1 4916.0 I I CITY OF FORT COLL/NS RETAINING WALL SEE GEOMETRY TABLE, THIS SHEET. SLOPE, 4916 UTILITY, AND 4915- ONSTRUCTIO EASEMENT i STORM 6 4918 FO FO FO 1 -53+00_- - 7 1� E E ��0.9 E 5 SLOPE/CONSTRUCTION EASEMENT 10 N J z 2 J�sss� 2 ij op / /. • f/+/ All c o�si� ,- 000, STORM 7 - i h 49 ' oo' +.�58+a 1 - 5+00 PROPOSED DSCAPED 100 LF OF INFLOW MEDIAN W/ UNDERDRAIN CURB. TO INLET F `0 F E r r r T T4 E E / ' c CONCRETE SW '4914-�� ULVERT 2a^C19FCW ' 4914 4'�13 4 LUJ3 W W— OFC— W / 3 PROPOSED 7' WALK \ 14 EX. ROW STORM 8 Z Ir CENTERPO/NT PLAZA n k LOT f II II II II IC �� II I — — — — — — — — — — — — — — — — — I TH -� BA LANDSCAPE AND POWER CONNECTION POINT TO REGIONAL POND BYPASS TO SPRING CREEK. / / / CACHE LA POUDRE INDUSTRIAL PARK TRACT 1 _--------- —1 ----L 1—_ _ _ _ PROPOSED 7' WALK I HARRY BATH — — r ROW I F s �\ ` I CURB INLET DRIVE I � APPROACH 1 F G9 _,-STORM 10 -ORIGINAL DESIGN -- _ AND GUTTER�B 49 490� INCLUDED IN 1997 TIMBERLINE _ 4EXTENSION PLANS. %MBE L/NE RD. 490 4908 TRENCH MAY NEED TO BE �4908 FLOWFILLED BECAUSE 0 COVER. N11A w�_w W -12^ Cd�t� w w F a co 5 8 -- - --- s--6s+0o.. s�--- 1 - s-az^-70 s_ s —� - s 72+009D - - - - - — 00 71+00 - s 9 s 5 _ — _ 7 +00 - I I I I l w w w -24" CaFc- W w w ----- _ yi8 00- w 6 + W 4' COFc- W W mkiii iw EIYb RAISED MEDIAN TRANSITION E A P• PX. /4912 ".POSED CURB —4910� - ___� 4 CROWN BETWEEN A'PX. w pa' coFC. AND GUTTER GUTTER AND i i i i 9p9 STA 72+50 AND 7 1+50 491G WALK TO REMAIN 4909 m unu W F iii ----�-------------------- ---------------E --- ----€ -------=-1*�==___E __________=====cam _ ___E—F -----------Y---------—„�,�--- ----n —v= E— -- —E -- E- - — I I PROSPECT RO. �I L-4 PROSPECT— T/MBERLINE P,U^D. FIRST FILING LOT f i� % Z EX. ROW X • \ BMC WEST P^U.D. LOT f;\, 1 IRMATION FOR STA 61+00 TO 64+00 SHOWN ON \\\:.\. RAIDING PLAN. CACHE LA POUDRE U,I INDUSTRIAL PARK TRACT 3 1218 W. Ash, SuRe C Windsor, Colorado 80550 I fr Phone: (970) 674-3300 Fax: (970) 674-3303 f '� 50 25 0 50 100 !I' I INTERAEET CONSULTING GROUP SCALE: 1 " = 50' IMEN ESIGNED MPOY: JDRAWNBY:po APPROVED BY: TIMBERLINE ROAD WIDENING -ULTIMATE SHEET 12 E;—R SCALE: (DATE: CHECKED BY: (DATE: GRADING PLAN —TIMBERLINE ROAD 0I7 40 cny or ro�i Como, 1 "=50' 4 6 05 Lin co N I 1 -x—�xxxx--------------- CURB EX. ROW AND GUTTER EX ROW I I CACHE LA POUDRE I C/TY OF FORT COLLINS INDUSTRIAL PARK TRACT 1 WIDEN PAVEMENT AT EX. CROSS SLOPE (NO CROWN ROAD DRAINS EAST) 6 \ r EDGE OF 6 4g12 ASPHALT —77 +O0 s s s s s s s 4W — W __— _ _970 73+00 4911 TRANSITION TO NORMAL I --�W} 6+00 78+00 CROWN BETWEEN APPX. 774 STA 72+50 AND 74+50 18 RAMERL/NE RD. _ --- i Ali ii EX. WALK TO REMAIN 49�8 + i EX. ROW H H 1 I II 4909 4910 I Ix I II s— s 7L s s rr= s S _:7� A s s x—x— ��� q9� 4 W W W W W W —$— W �— — — 78+00 TIMBERLINE ROAD 80+00 81+00 CONTROL LINE -------------------4-41Q---'----- —-------- — E E E E F F E E CACHE LA POUDRE INDUSTRIAL PARK UziZ TRACT 3 JJL (� 1 c� DATE: C J I /I Ol6iF I I I I I � I I I 50 25 0 50 100 \ SCALE: 1',= 50, \� I I \ MATCH EX. PAVEMENT 85+00 8383+�00- 84+00 — F 50% SUBMITTAL. NOT FOR CONSTRUCTION 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-5 s00 Fax: (970) 674-330 ? INTERYIIE3T C O N S U L T I N G G P O U P — ----�... •un.� DESIGNED BY: DRAWN BY: APPROVED BY: v TIMBERLINE ROAD WIDENING -ULTIMATE SHEL1 CITY OF FORT COLLINS, COLORADO MPo I MPo 13 SCALE: (DATE: CHECKED BY: IRATE: GRADING PLAN -TIMBERLINE ROAD OF 40 ENGINEERING DIVISION mot, d} �o� eollio. 1 " 6=50' 4 05 In 00 !V r 1 V 50 25 0 50 100 \\ SCALE: 1 " = 50' \ \ H. THOMAS BA TH \ UPLANDW PROSPECT \ ~ \ PROPO V BUSINESS PARK P.U.D. SED CURB AND GUTTERw/ B' ATTACHED WALK �. BLOCK 1 \ \ SLOPE, UTILITY, AND \ _ CONES UCTION EMENT I I / I Q I EGIN PROPOSED C&G UI MATCH EXISTING \+ e \ / DRIB -\� DRIVE \ APPROACH APPR ACI P I \ Al EX. ROW II I �I / 1 E I \ ` _ - — — - m -` -_ 1------~-- — — p \ 0 w IN W � � `'� W z" COFL— w I / xl I PROPOSED C RB AND GU R �� 4911 7' DETACHED WALK -� HARRY BA TH IROW - I RRC l I +I W M W W W ii � mia-0.14 3W+00 Zito 0 / g h i� �� �` PROSPECT T _ T T bg T ° \ CONTROL LINE r ORM 9 - --- MATCH EX. CURB FO F FO yO ° \ FO `5 FO �p 97 E E E ` 4918--- SLOPE AND UTILITY — EASEMENT� n 4 EX. ROW m _ ADJUST EX— — — — — INSTALL NEW INLET ON ° " MANHOLE y PROPOSED CURB AND STORM 11 I I 00 GUTTER W/ 8' ATTACHED EXISTING PIPE, MODIFY EX. SLOPE, WALK INLET TO ACT AS JUNCTION \ \ ` UTILITY, AND TRANSITION WALK BOX. m i I \ m \ \\ CONSTRUCTION WIDTH THROUGH \ EASEMENT CURVE o C/TY OF FORT COLLINS \ROW Z\ ` "` TERRY ✓. PROPOSED 10, I I TRAIL NTH 3 4920 p KEA T/NG RECOVERY AREA " ADJACENT TO I \ \ CREEK �7 \ 7n \,FUI`URE TRAIL m I I Q `UNDERPASS u 9 ATT. WALK �- I ' r / i — E 3 3 3 s II 3 II IN I� I — — — — — — — — — — — — — — — — — — — — — — — — — — — II — — — — — — — — — —7 — — — — — — — — m Ilwll a II I I I I~ EX. CURB, GUTTER AND 50% SUBMITTAL / t�Iwl WALK TO REMAIN 1 ;� EX. ROW NOT FOR CONSTRUCTION IIINOTE/ 1�EXISTING FEATURES TO BE REMOVED ARE NOT SHOWN ON THIS I PLAN, TO VIEW SEE REMOVE & REPLACE PLANS. / II low 2. TIMBERLINE INFORMATION FOR STA 61+00 TO 64+00 SHOWN ON THIS / wi SHEET. a / / PROSPECT- RMBERL/NE P.U.D.PROPOSED / wi F/RST F/L/NG RAISED MEDIAN LOT 1 / / I / EX. BRIDGE OVER / II END PROPOSED C&G SPRING CREEK / /; II MATCH EXISTING II WI BEGIN PROPOSED CdcG EX. INLET TO REMAIN I I 1 / li MATCH EXISTING EX. ROWS If- T - - EX. WALK TO II I PROPOSED CURB AND REMAIN - I GUTTER W/ 8' vvy- vw---------- ------ - -- Ii i ATTACHED WALK-------__�-�- W OH - j ON 31 4- 005�i I 4913 h912 off O� I 312+00 / T .4�91 4912 OH KOPOSED 311+, 00—� 4912 - - - - s 41 ISpROSRD.pE� ' W 3t0+001SED MEDIA C / W` w IN ��12 / w---- STORM SEWER 13 - 4g10 — W � IbO�- / /MATCH EXISTING CURB T _ ET 1� E 5 G — \ i D STORM\ 7 \1 \ I 11 I 1 \ � � I 1 I \\a l \ CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION C[1y of >'e,� cauim BRIDGE 308+ / GUTTER AND WALK / J / / E ROW E PROPOSED CURB AND GUTTER W/ 8' ATTACHED WALK i _------- -__--� _—_—rt--- ------ / ° __.--_-__------------------TRACT A b�'Of •' CREEK SPRING COX I 1 I 00>10 3 Im NEW WALL FOLLOWING I I D5 NEW BACK OF SIDEWALK ° MAX. HEIGHT 8' r r LOT 4 I GRADING AND RIPRAP AT SE CORNER OF BRIDGE TO REMAIN II _ _ IING � _ - I �-------�----- I I + it +i+ I I b� I EXISTING CULVERT AND ° SWALE SYSTEM AROUND I MIDPOINT DRIVE TO REMAIN. EX. SIDEWALK TO ' v REMAIN a I � I I I III ~ F I 11 1218 W. Ash, Sui'e C 1 b Phlonne:(9 0)I67433 0580 Fax: (970) 674-3' 03 INTERwEST C O N S U L T I N G G R O U P DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: 1 "=50' I 4/6/05 w TIMBERLINE ROAD WIDENING -ULTIMATE SHELT 14 GRADING PLAN -PROSPECT ROAD 40 w Lf) CO N I I � Y I � Q _ a 10+00 MUST IRN RIGF R3-7 MUST IRN RIGF R3-7 12'---- ^ -- 12' B 12_ - o- I - - - 12 - 12' ^^ I 12' -12'—V 300 ISTORAGE 12'12' B 12' — — — — 12+00 13+00 ONLY AND TURN ARROW PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) 14' - - o- - 12' - - - 12' 14' _ A 12' BIKELANE PAVEMENT SPEED BIKEWAY - MARKINGS (TYP.) L M T RIGHT (SEE NOTE 1) LANE 4 0 EMERGENCY PARKING NKI S/DEH/LL R2-1 SPECIAL FILING ONE CIMY OF FORT COLLINS PROPOSED ROW ' - 141'IROW _ I _ TAPER----}i 107' FL -FL 27+00 200' TAPER O - RIGHT LANE WHITE 18' STOP BAR EMERGENCY PANG J 12' x 18" WHITE _ SPECIAL CROSSWALK BARS 12' x 18" WHITE CROSSWALK BARS -I SC GROUP /NVESTMENMS, LLC Bg PoWT ol„an III �I� O I I R4-4 I II J RII 200'TAPER IIII -------- a------------------------ - — — — C _ — — — — — — TIMBERLINE CONTROL LINE- - - 200'TAPER - -_ I - - 17+00 IIII 12' x 18" WHITE CROSSWALK BARS - - \ o II 2 I STOP II O II II II Ri-1 II y II II I WHITE 18" STOP BAR SC GROUP /NVESMMENMS, LLC 12' x 18" WHITE CROSSWALK BARS r- WHITE 18" STOP BAR III C 12' , 12 12' -12' - -v - 12' R4-7 W/ TYPE 2 12 OBJECT MARKER 30i00 �� 12 3t+oc 28+00 29+00 # - k:: 12' B A - �162' t 2' - - TYPE 2 .� 12' - 12' STORAGE 12' OBJECT � OBJECT MARKER T 12 C IIIII S/DEH/LL F/L1NG TWO SPEED LIMIT 40 R2-1 PROPOSED ROW SPECIAL CIMY OF FORT COLLINS STOP p IV R11-11 R4-7 W/ TYPE 2 WHITE 1B" STOP BAR (14 LF) ' OBJECT MARKER (2) 12' x 18" WHITE CROSSWALK BARS (7) ' IIIII g 8 C C 12' 12' _ _ - o- - - - 141' ROW _ - _ - -Q - - 12' - F------12'-160' STORAGE - --100' TAPER 107' FL -FL _ _ - - - - --- - - - - _ - 4 _ _. 21 _ - -- g - 23+00-I___15'-�i 20+00 '� ________ 24+00 25+ I B 22+00 - -----------�D --- _ "- - I--100' TAPER - �182' STORAGE-12' - - _ - - - �A - 2 TO' TAPER- - _ _ �^J 12' 12' - - M/MBERL/NE RD. _ -0 — — 12' — — — — 12' - - -- C C �► II IIII � BIKEWAY RIGHT PROPOSED ROW CROSSWALK BARS () LANE _ _ - - _ _ Q R4-7 W/ TYPE 2 EM oN vNcv I � PARKING WHITE 18" STOP BAR (15 LF)II OBJECT MARKER (2) CFC: EXIST. ROW I SPECIAL BIKEWAY I RIGHT p LANE II O I � I� EMEROENcv � ��� S/DEH/LL II II STOP S/DEH/LL "i SPECIAL FILING ONE _ _ _ _ — F/L/NG TWO I ;' R1-1 ' I �I� :IE 50% SUBMITTAL NOT FOR CONSTRUCTION �- c = 1 I/ _ I r I I FLEIS CHL/ ENTERPRISES _ I I I "BIKE LANE" PAVEMENT X MARKINGS (TYP.) � (SEE NOTE 1) 0 -200' STORAGE - O 200' TAPER--�--- D-------------------- PI 33+00 - -^— -' 34+00 y C L 12' x 18" WHITE W CROSSWALK BARS 12' x 18" WHITE ,2' x 18" WHITE L40 CROSSWALK %► CROSSWALK BARS BARS 'K WHITE 18" R2-1 ca STOP BAR 8WAY r` Z #EMMERTGENRCZY X PARKING ONLY Z SPECIAL I NOTE: 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN I I ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO I ' 4;C CENTER OF STRIPE. 1NMEGRA MD EOUT/ES II _ O - - TIMBERLINE- - - CONTROL LINE_ _ - - - 0 - -I 0-- _--38+0( + _37+0—— -i---- — _ I�9 35+00 �T 36+00 OO __ — — T/MBERL/NE RD. — - - - - - - IIII 12' x 18" WHITE CROSSWALK BARS NKEWAY O RIGHT LANE EMERGE STOP NCY PARKING SIDEHILL F/LING TWO m R1-1 SPECIAL Z(CL STA 36+05) WHITE 18" STOP BAR 50 25 0 50 100 SCALE: 1 " = 50' 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone(970)674-3300 Fax: (970) 674-3303 INTERM/EST C O N S U L T I N G G R O U P PROPOSED ROW C 12 _ - - 0 12' 141' ROW _ - O - - - - 107' FL -FL 12 - 41+00 t2+00 L^J 12' T v 12' C llllllll I PROPOSED ROW S/DEH/LL STRIPING LEGEND F/L/NG TWO ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP ® SOLID WHITE CHANNELIZING LINE B" WIDE © SOLID WHITE LINE 4- WIDE ® DASHED WHITE LINE 4" WIDE, 2' LONG WITH 2' GAP ® DOUBLE YELLOW LANE LINE 4" WIDE ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP © 4" SOLID YELLOW ® 4" SOLID YELLOW CHEVRON MARKINGS REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING -ULTIMATE SHEET CITY OF FORT COLLINS, COLORADO JDL I JDL 15 c°11ine SCALE: (DATE: CHECKED BY: (DATE: SIGNING & STRIPING -TIMBERLINE ROAD )IF 40 ENGINEERING DIVISION -"' "' city °' >:°t�i � 1 "=50' 4/6/05 .. r 285 11111 00 N i SPECIAL TIMBERLINE STAR — 12' — 12— I 12' - --- - 43i 00 44+00 42 — �— -4-_.--- — I -4I- 12' — o- — — — — 12'- 122'^J IIIIIII RS Q F2HBIE Om BAR e CAL V/N 6 LC -----------1 -323' TAPER 8' T II I WHITE 18" STOP BAR O � / O III r STOP I II O II I R1-1 I II � II II II I I W J 21 HI i A i i REVISIONS: DATE: Y CITY OF FORT COLLINS 12 — — — — AO v — — — T/MBERL/NE RD.12 _ — — _ TIMBERLINE — _ — _ 141' ROW CONTROL LINE _ — — — _ — — — 107 FL -FL — 12' - _ .- ._..--__.. - -- -- ---- -- _. 50+00 --. ---- — - 0 ---- -- - - - - - — — I 524 0- 45 + o - as+oo 49i 00..---_ — — --�— — —51+0-F — — — — 12' — n — — — 300'- — — — — — — - — — — 12' 1 N�Y / I RIGHT "BIKELANE" PAVEMENT LANE / 1 MARKINGS (TYP.) EMERGERcv / (SEE NOTE 1) �oHW"G 1 SPECIAL 1 1 I I SPEED 1 1 LIMIT � 1 R2-1 I I W7-5 PROPOSED ROW S/D FILING r TWO X 50% SUBMITTALS NOT FOR CONSTRUCTION 50 25 0 50 100 SCALE: 1 " = 50' CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION "RAILROAD CROSSING" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) rITI 1 —QA "Z^J c WHITE 18" STOP BAR--" 0 • IF A PL%V e A TL/ I Rd r14 / d A1n.S`Cd PF A A//) PnW.=9 / / PROPOSE 0�ILROAD,- R4-7 W/ TYPE 2 CROSSING SIGNAL/ARMS / OBJECT MARKER P' / WHITE 18" STOP DAR / C 7 8' (TYP) V — — 12' _ i — — 25 -- -1 �— 323' TAPER I 8' (TYP) 12' _ _ — — — A — — 12 ----�D ------ --- o - 8, --- ---_&---- rL �_i �. PROPOSERAILROAD CROSSING SIGNAL/ARMS /r D CENTERPO/NT R4-4 PLAZA EXIST. ROW LOT 1 CACHE LA POUDRE /NDOSTR/AL PARK TRACT 1 3HT LANE MUST RN RIGHT R3-7 �--- —— —� _________—� 7---- —f — — — — — — — -----------— — — — — — — — — — — — — — — — — — — — — — — BIKELANE PAVEMENT EXIST. ROW ARKINGS (TYP.) X -x — —�R ——s- ----�--` (/ (SEE NOTE 1) 1 I 1) I I ``� ` I I l 7171 H]RE,'�N r I (,I1 I�� I ������ I I �NDHELA POUDRE TR/AL PARK PROSPECT- I L— I US I I TRACT 3 T/MBERL/NE P.U.D. W4-2 SPECIAL BMC WEST P.U.D. FIRST FILING I LOT 1 STRIPING LEGEND LOT 1 DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP V,7 ® SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE NOTE: ® DASHED WHITE LINE 4" WIDE, 2' LONG WITH 2' GAP 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.. 1218 W Ash, Su@e C ® DOUBLE YELLOW LANE LINE 4" WIDE Windsor, Colored 0 80550 1 r' 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO Phone :(970)6300 EI. ® 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG MATH 30' GAP CENTER OF STRIPE. Fax: ls7o>s7a-33033G3 Ali © 4" SOLID YELLOW INTERrIIEET C0 NSULTI IN GROUP ® 4" SOLID YELLOW CHEVRON MARKINGS ` DESIGNEED DLY: IDRAWN JDL BY:APPROVED BY. TIMBERLINE ROAD WIDENING -ULTIMATE SHEEI 16 SCALE: I DATE: CHECKED BY: I DATE: Of' 1 „=50' 4/6 /05 0 SIGNING & STRIPING —TIMBERLINE ROAD city or tart coin. MY LA co ' N r M C/TY OF FORT COLLINS --- ---� EXIST. ROW — _ — — — — — — — — — — — — — PROPOSED EDGE OF ASPHALT T "BIKELANE" PAVEMENT MARKINGS (TYP.) (SEE NOTE 1) I I I SPEED �� II II � LIMIT R2d BIKEWAY RIGHT 1 LANE EMERGENCY PARKING X ONLY I SPECIAL TIMBERLINE CONTROL LINE I E 12*1377' TAPER (25:1) I— _ }_ C 75+0073+00 4+00 1 I -V ~ 8•� �\ - 76+00 77+00 ie+oo 79+00 +oo — — - a — I — I— E _ +o0 12'--( ------------ E ao+0o 84+00 12' TIMBERLINE RD. C av� ....C_ ___ == = �uw= EXIST.y�vt=�wt= �uw== = mow= - EXIST. ROW EDGE OF ASPHALT I I CACHE LA POUDRE INDUSTRIAL PARK I 1 TRACT 3 ui Z \ J I 50 25 0 50 100 I I ---SCALE: 1 " = 50' i I \ r1REVISIONS:L DATE: DESIGNED BY: DRAWN BY: APPROVED BY: l CITY OF FORT COLLINS, COLORADO SCALE: DATE: JDL I JDL CHECKED BY: DATE: " ENGINEERING DIVISION �iy or F'a� cowm 1 =50' I 4 6 05 A. STRIPING LEGEND ® DASHED WHITE LANE LINE 4" WIDE, 10' LONG WITH 30' GAP ® SOLID WHITE CHANNELIZING LINE 8" WIDE © SOLID WHITE LINE 4" WIDE ® DASHED WHITE LINE 4" WIDE, 2' LONG WITH 2' GAP ® DOUBLE YELLOW LANE LINE 4" WIDE 4" YELLOW WITH 4" DASHED YELLOW, 10' LONG WITH 30' GAP © 4- SOLID YELLOW ® 4" SOLID YELLOW CHEVRON MARKINGS 1..�A 1LL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT IN ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS.. 2. DIMENSIONS SHOWN FOR STRIPING ARE FROM CENTER OF STRIPE TO CENTER OF STRIPE. 50% SUBMITTAL NOT FOR CONSTRUCTION 1218 so As',, Suits C Windsor, C:doradorado 90550 Phone. (97(.. 674-3300 Fax (970) P"'4-3303 INTERWEET C O N S U L T I N G GROUP TIMBERLINE ROAD WIDENING -ULTIMATE SIGNING & STRIPING —TIMBERLINE ROAD SHED, — 1'7 40 c - 1 ME Ln 00 N \ \ \ r L I II I I I I n � I I /r-- ' BMC WEST P.U.D. LOT 1 V W \ i i i li II I — T_ I i III PROSPECT- \ I I I IW III RMBERL/NE P.U.D. so Zs o so oo \ F/RST F/L/NG \ H. THOMAS BA TH I I II I I LOT 1 SCALE: 1"= 50' W m k 4 HARRY BA T UPLAND 'S PROSPECT BUS/NESS I �jMO II PARK P UD \ I I OC� -4 BLOCK 1 Q rQJ, V \ I III RIGHT LANE Iul E v- r"!�► _ � _- R�-4_7 wGN - -- _-- — —= — a� —I� MUST ff NR TURN RICH YEDsQs MATCH EX- IS-T- -- — STRIPING voib —1vm _ _� e 11�. \ W10-1 I II R3-7 R4-4 I �� 440p• ---------------- - - - - - - - - W \ ) I WHITE 18" i -_�J-- ----AP - -- - - - - T- - - RAILROAD CROSSING" _ _ - - - __ -- 14+ 315+00 Q ( AVEMENT MARKINGS (TYP.) - STOP BAR _ _ - _ J \ /313+ RD. , __ - 12' MATCH EXIST'RIK. S IPING \ \ \ �, I (SEE NOTE 1) / I I _ r---------_- - - - � � � � pROSPEC � ,3'3 17 - __ -TAPER r311+00MATCH ; EXIST. STRIPING ❑ / , B t STORAGE STORAGE (2i B ray / --MATCH EXIST. STRIPING I ` , 7 40' 25531 +00 _ �^J - - - - J//// -- � I R4-7 W TYPE 2 ,2 200' - - - - - - - ' �� - - - - - - - - - - - = - = - - -_ s 14't OBJECT MARKER (2) 309+00 ------ 112.5 ROW 14't- _ 05, 95'f FL -FL 12't 30 10 Nl�i-- .�i e..r ..... �. - 307E 00� I - 8 ___ ------ - - OS+00 Ill +0 _ + ,2 „ - - - - - ""�" - 300+00 --30T+06 304+-0 - } - - --+-- - +-12 STOP BAR 12 KINGS ( ) ONLY" AND TURN ARROW" - �`� - F - - -I B PROSPECT PAVEMENT MAR TYP. ---jams---_ _ ln�--------- 12' I CONTROL LINE g'� (SEE NOTE 1) - U — SPEED 13't i 100' TAPER 398' STORAGE - - - - - A 12 373' STORAGE 15't _ _ - - - - - - 200' TAPER B _---------------------------�--------- B — — — _ — — CL STA 300+68 —R2-1 MATCH EXIST. STRIPING WHITE 18" STOP BAR ❑ I / TRACT A RMBEGIN R LANEAt twTU!>1107s RIGHT LANE PROPOSED RAILROAD I — R4-4 CROSSING SIGNAL/ARMS MUST TURN RICH I I I I / W4-2 I 1 I I m \ R3-7 RIGHT LANE \ TERRY J. KEA T/NG I TURN RIGH � N I I I R3-7 0 II SPRING CREEK TY OF FORT COLLINSI a I — / / C/CENTER P.U.D. 7n \� TYPE 3 BARRICADECo S I I I — 1I o \ /00100 I 1 CREEK / SpRtNG \ \ I - c>> - -- -- ' '*41 1 50% SUBMITTAL � NOT FOR CONSTRUCTION I I IX IN 1 I I I I I LOT 5 CAL V19V & LO/S 1 I II 1218 W Ash, suite C JOHNSON \ i I I I Phone (9 C)I('rado 550 4-3300 Fax: (970) 674 3303 INTERWEET C O N S U L T I N G G R O U P mmmk mmom REVISIONS: DATE: DESIGNED BY: BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO JDL IDRAWN JDL TIMBERLINE ROAD WIDENING -ULTIMATE 18 ENGINEERING DIVISION SCALE: (DATE: CHECKED BY: (DATE: SIGNING & STRIPING —PROSPECT ROAD er 40 - 1 "=50' 4 6 05 City of Fort Collins C. 1 WE SC GROUP INVESTMENTS,LLC JrL i3rl DLUI N, I T r. TIMBERLINE ROAD SIDEHILL FILING ONE PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanica'Potmore' FIR PE Fraxinus pennsylvanico'Marshall' CA SP Catalpa speciosa GY DI Gymnocladus dioica QU MA Quercus mocrocarpo DECIDUOUS SHRUBS CE LE Cercocarpus ledifolius PR BE Prunus besseyi 'Pawnee Buttes' RO WP Rosa 'Winnipeg Parks' RO MS Rosa 'Morden Sun Rise' EVERGREEN SHRUBS JU WI JU BU JU BR Patmore Ash 2 1 /2" Cal. BB See Plan x Marshall Ash 2 1 /2" Cal. BB See Plan x Western Catalpa 2 1 /2" Cal. BB See Plan x Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x Burr Oak 2 1/2" Cal. BB See Plan x Curlleof Mountain Mahogany 5 Gal. Container Space Evenly x Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x Bright Red Shrub Rose 5 Gal. Container Space Evenly x Morden Sun Rise Rose 5 Gal. Container Space Evenly x Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x Juniperus sabina 'Buffalo' Buffalo Juniper 5 Gal. Container Space Evenly x Juniperus sabina 'Broadmoor" Broadmoor Juniper 5 Gal. Container Space Evenly x CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION City of yort Collins ri rn D 1 r 1 rn ri - -� Z t`J rn C� -n LEGEND + DECIDUOUS CANOPY TREES TREES TO REMAIN AND BE PROTECTED (DO O SHRUBS DESIGNED BY: DRAWN BY: "APPROVED BY: LID I LO AM SCALE: DATE: CHECKED BY: DATE: N/A I 4/6/05 A AM n 1 1 1 1 1 :c l� • 10 • 20 40 SCALE: 1 • TIMBERLINE ROAD WIDENING - ULTIMATE SHEET 19 LANDSCAPE PLAN - 50% )F 40 A 7' 2' VERTICAL 0' PARKWA VARIES SIDEWALK 2' VERTICAL EXIST 7't VARIES SIDEWALK BIKE 2' TRAVEL 2' TRAVEL 2' TRAVEL 2' TRAVEL 2' TRAVEL 2' GRA SHOULDER 2' TRAVEL 2' TRAVEL OUTFALL 2' TRAVEL VARIES (173' TO 141 107' FL —FL 19' MEDIAN 18" SPLASHBLOCK (TYP. ------ INTERIM SECTION TOP OF PAVEMENT 2' TRAVEL TIMBERLINE ROAD 2' TRAVEL OUTFALL C4 12' DU TURN INTERIM SECTION LANE CONFIGURATION ULTIMATE SECTION (APPROX. CONTROL LINE STA 37+00 TO CONTROL LINE STA 53+50) 2' LEFT TRANSITION THRU INTERSECTION (APPROX. CL STA 53+50 TO CL STA 64+ 15) 40'f 30't FL —FL 2' LEFT TU 18" 1' OUTFALL C< TIMBERLINE ROAD 2' TRAVEL ULTIMATE SECTION (APPROX. CONTROL LINE STA 64+ 15 TO CONTROL LINE STA 66+20) 2' LEFT 25't R 05' FL —FL 2' LEFT TURN-----{-7' MEDIA 18" SPLASHBLOCK (TYP 1' OUTFALL C&G—\ 2' TRAVEL PROSPECT ROAD (EAST OF TIMBERLINE/PROSPECT INTERSECTION) 2' TRAVEL 2' TRAVEL 2' TRA 2' TRAVEL VEL 12' TRAVEL 8' 2' TRAVEL 14134 2' TRAVEL 2' ACCEL: 0' PARKWAY 7' SIDEW 2% 2% 6" VERTICAL C&G _EXIST 8't EXIST. SIDEWALK 3't J 50% SUBMITTAL. NOT FOR CONSTRUCTION `6" SIDEWALK VERTICAL C&G 1218 W. Ash, Buie C Windsor, Colo,ado 80550 Phone: (970) 6'4-3300 Fax: (970) 674 '303 INTERWEET CON S U LTING ; R O U P mmmummonk Monk DESIGNED BY: DRAWN BY: APPROVED BY: REVISIONS: DATE: TIMBERLINE ROAD WIDENING -ULTIMATE SHEET CITY OF FORT COLLINS, COLORADO JDL I JDL 2 ' SCALE: DATE: CHECKED BY: DATE: TYPICAL SECTIONS OF 1>=5' 4 6 05 ENGINEERING DIVISION���`" 40 city of ee>i com°' ' I II I II I II I II I II I II I I I II I I I I. I II I 11 I II I II I II I II I I I � I I � 1 1 1 1 SIDEHILL FILING ONE rn D ' = In ' _ rn r- rn -A Z ' rn 10 ' rn 1 0 PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanica 'Patmore' Patmore Ash 2 1 /2" Cal. BB See Plan x FIR PE Fraxinus pennsylvanico 'Marshall' Marshall Ash 2 1 /2" Cal. BB See Plan x CA SP Catalpa specioso Western Catalpa 2 1 /2" Cal. BB See Plan x GY DI Gymnoclodus dioica Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus macrocarpa Burr Oak 2 1 /2" Cal. BB See Plan x DECIDUOUS SHRUBS CE LE Cercocarpus ledifolius Curlleaf Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly x RO MS Rosa 'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly x EVERGREEN SHRUBS JU WI Juniperus horizontolis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus sabina'Buffalo Buffalo Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabina'Broodmoor" Broadmoor Juniper 5 Gal. Container Space Evenly x UA IL: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION, of Fort Collin• SC GROUP INVESTMENTS,LLC LEGEND DECIDUOUS CANOPY TREES TREES TO REMAIN AND BE PROTECTED cn S_ DD ��„ Z = rn r D O M z-1 +Z A N 0 O in ■■■■■■■■■r■■■■■r■r■■■■■■■■■r■rrr■■■■■■■■■■■■r■■■�■■■■■r■■■■�r�■■■■rr■■nr�■■■rrr■■■■�■■■ ■°` ■ ■ ■ ■�■I■�r. ■ °°°�. �� •� w Y x 1, � s S • n X ` s I 1 (DO O SHRUBS DESIGNED BY: DRAWN BY: APPROVED BY: LO I LO AM SCALE: DATE: CHECKED BY: DATE: N/A I 4/6/05 AM I room, : • 10 • 20 40 SCALE: 1 • TIMBERLINE ROAD WIDENING - ULTIMATE LANDSCAPE PLAN - 50% FEET 20 OF 40 C-1 285 ONS: 71 1 ry 1 CITY OF FORT COLLINS TIMBERLINE ROAD 1 1 1 1 SIDEHILL FILING TWO N Irn > 1= _ Irn r -i Z torn 10 In 1� PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanica'Patmore' Patmore Ash 2 1/2" Cal. BB See Plan x FIR PE Fraxinus pennsylvonico 'Marshall' Marshall Ash 2 1 /2" Cal. BB See Plan x CA SP Catalpa specioso Western Catalpa 2 1 /2" Cal. BB See Plan x GY DI Gymnocladus diono Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus mocrocarpo Burr Oak 2 1 /2" Cal. BB See Plan x DECIDUOUS SHRUBS CE LE Cercocarpus ledifolius Curlleof Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Rosa 'Winnipeg Parks Bright Red Shrub Rose 5 Gal. Container Space Evenly x RO MS Rosa 'Morden Sun Rise' Vanden Sun Rise Rose S Gal. Container Space Evenly x EVERGREEN SHRUBS JU WI Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus sabina'Buffalo' Buffalo Juniper 5 Gal, Container Space Evenly x JU BR Juniperus sobino 'Broadmoor Broadmoor Juniper 5 Gal, Container Space Evenly x ■ ■ CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION �c, of Fort Collies SIDEHILL FILING TWO LEGEND DECIDUOUS CANOPY TREES O (DO SHRUBS DESIGNED BY: DRAWN BY: APPROVED BY: LO LO AM SCALE: DATE: CHECKED BY: DATE: N/A I 4/6/05 AM I , r * rrrrrrrrrrrrrrrrrrrrrrrrrrr><irrrrr><rrrrnrrrrrrrr��rrrr rr rrrrrrrrrrr D r rn Z > n. r r i i r r r i C TREES TO REMAIN AND BE PROTECTED �i 1 1 rr rr><rrrrrt rrrr �1 1 .+ 1 1 1 D 1 ri `Z) 1 Fi r i 1 Z 0 1 1 C) 1 1, �-, • 10 • 20 40 SCALE: 1 • TIMBERLINE ROAD WIDENING — ULTIMATE SHEET 21 LANDSCAPE PLAN - 50% OF 40 L A 7111111 r r' r•- � C 1 rn D� 1 In r-n rn = = -� Z N J rn - O Zl A Q O 1 1 1 1� 1 1 1 1 1 1 1 i 1 1 1 1� . r r ■ 1 C 1 � 1� ■rtrr�t I 1 N D SIDEHILL FILING TWO 1 =n 1 rn'= rn ;C 1 rn 1 ■ PLANT LIST SC GOUP INVESTMENTS, LLC FLEISHCHLI ENTERPRISES cn 3: 1 rn rn > 1 rrl � 1 Z PJ M 1 ca in 1 1 1 1 — --- � �r■nrnnnnnrnnr n■■■■n■■■■■■r■■■■n■■■■■■rrr■■n■■n■■n■■■n■■■■■■■■■■■■n■■■■■n■■■n■n■■■n■■n■■■n■■■■■■■■r_n■rn i 1 _ 1 _ _ Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanica Patmore' Patmore Ash 2 1 /2" Cal. BB See Plan FIR PE Fraxinus pennsylvanica 'Marshall' Marshall Ash 2 1 /2" Col. BB See Plan x CA SP Catalpa specioso Western Catalpa 2 1 /2" Col. BB See Plan x GY DI Gymnocladus dioica Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus mocrocarpa Burr Oak 2 1 /2" Cal. BB See Plan x x DECIDUOUS SHRUBS CE LE Cercocarpus ledifolius Curlleaf Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly x RO MS Rosa 'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly x EVERGREEN SHRUBS JU WI Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus sabina'Buffalo' Buffalo Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabino 'Broadmoor' Broadmoor Juniper 5 Gal. Container Space Evenly x CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION _ f + t t + + + f f f + + +++++++ TIMBERLINE ROAD 1 1 _ 1 SIDEHILL FILING TWO LEGEND _ G C _ �nmm�mmrrmmrm�nmrrrm�rrrrrm � v, 1 rrrr i D 00 v) N I-T; = �� 1 Z Z o ►�� rn 1 00 G � C) 1 o r' 1 � inmm� n � �nrrrrnnrnrrnrrrrnm ' 1 i 1 DECIDUOUS CANOPY TREES TREES TO REMAIN AND BE PROTECTED 20 10 0 20 40 SHRUBS MMME SCALE: 1" = 20 DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING - ULTIMATE LO I LO AM SCALE: DATECHECKED BY: (DATE: LANDSCAPE PLAN - 50% N /A 4/6/05 _ 1EET 22 OF 40 C- 1 2' a 5 Li N M Irn > INn 1 rn r 1—+ Z N rn 10` In .A 10 1 1 1 1 1 F .' TIMBERLINE ROAD r �7n - rn 1 cn in -_ - - Irn rn - C - -� Z rn C SIDEHILL FILING TWO - 1 �rrrrrrrrrrrnrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr 1 1 1 1 1 PLANT LIST INTEGRATED EQUITIES 0 Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FR PA Froxinus pennsylvanica 'Patmore' Patmore Ash 2 1 /2" Cal. BB See Plan x FIR PE Froxinus pennsylvanica 'Marshall' Marshall Ash 2 1 /2" Cal. BB See Plan x CA SP Catalpa specioso Western Catalpa 2 1 /2" Cal. BB See Plan x GY DI Gymnocladus dicica Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus macrocarpa Burr Oak 2 1 /2" Cal. BB See Plan x DECIDUOUS SHRUBS CE LE Cercocarpus ledifolius Curlleof Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly x RO MS Rosa'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly x EVERGREEN SHRUBS JU WI Juniperus horizontolis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus sabina 'Buffalo' Buffalo Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabina 'Broadmoor' Broadmoor Juniper 5 Gal. Container Space Evenly x DATE: v CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION M LEGEND 0 (D(D0 DECIDUOUS CANOPY TREES SHRUBS ULNUNtU CST: UNA VYIN UT: - MrrRV vGU D I. LO LO AM SCALE: DATE: CHECKED BY: DATE: N/A I 4/6/05 A AM ,i �IIIIIIII SIDEHILL FILING TWO TREES TO REMAIN AND BE PROTECTED • cn rn>-i 1 ==1 M �ZI N rn 0CD 1 11 1 1 -1 1 1 1 TIMBERLINE ROAD 1 20 10 0 20 40 SCALE: 1" = 20 TIMBERLINE ROAD WIDENING - ULTIMATE LANDSCAPE PLAN — 50% IEET 23 CF 40 C! 285 L0 Cis N I 1 1 1 . 1 Im> N 11= _ I- 1-+Z IM W 10 to TIMBERLINE STAR 1� � 10 I 1 1 � PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FR PA Fraxinus pennsylvanica'Patmore' Patmore Ash 2 1/2" Cal. BB See Plan x FR PE Fraxinus pennsylvanico'Marshall' Marshall Ash 2 1/2" Cal. BE See Plan x CA SP Catalpa specioso Western Catalpa 2 1/2" Cal. BB See Plan x GY DI Gymnocladus dioica Kentucky Coffeetree 2 1/2" Cal. BB See Plan x QU MA Quercus macrocarpa Burr Oak 2 1/2" Cal. BB See Plan x DECIDUOUS SHRUBS N o © 0 0 LEGEND + DECIDUOUS CANOPY TREES TREES TO REMAIN AND BE PROTECTED CE LE Cercocorpus ledifolius Curlleof Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly x + O E RO MS Rosa 'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly x SHRUBS EVERGREEN SHRUBS O JU WI Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus sabina 'Buffalo' Buffalo Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabina 'Broadmoor" Broadmoor Juniper 5 Gal. Container Space Evenly x CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Xi �— TREES TO REMAIN AND BE PROTECTED, TYP. + + 1 1 - 1 TIMBERLINE ROAD 1 1 6D-4 1 f 1 o 0 o C '1 i1 rn D1 741 li • 10 • 20 40 -� -- DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING — ULTIMATE SHEET LO I LO AM 24 SCALE: IDATE: CHECKED BY: (DATE: LANDSCAPE PLAN - 50% OF 40 City of Fort Collins - N/A 4/6/05 AM C . `i 285 LO co 1 rn D 1== 1 rn rn r -i Z 1 � rn 10 Ih -P l0 1 1 TIMBERLINE ROAD 1 ■T 1 HE 1 � TREES TO REMAIN AND--\ BE PROTECTED, TYP. 1 ' - O ■IN D Irn cn Irn n Irn — --{ Z ND I� rn 0 n 10 1 - r PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanica 'Patmore' Patmore Ash 2 1 /2" Col. BB See Plan x FR PE Fraxinus pennsylvanica 'Marshall' Marshall Ash 2 1 /2" Cal. BB See Plan x CA SP Catalpa speciosa Western Catalpa 2 1 /2" Cal. BB See Plan x GY DI Gymnoclodus dioica Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus macrocarpo Burr Oak 2 1 /2" Cal. BB See Plan x DECIDUOUS SHRUBS DECIDUOUS CANOPY TREES CE LE Cercocarpus ledifolius Curlleaf Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Roso'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly x + 0 + O RO MS Rosa'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly x SHRUBS EVERGREEN SHRUBS O JU WI Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus Sabina 'Buffalo' Buffalo Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabina 'Broadmooe' Broadmoor Juniper 5 Gal. Container Space Evenly x DATE: CITY OF FORT COLLINS, CO ENGINEERING DIVISION LORADO BY: PPROVED BY: LO AM SCALE: DATE: CHECKED BY: DATE: N/A I 4/6/05 A AM -D LO ,. rn rn � 1 � ml 1 0 •� 1 TIMBERLINE R D" � 1 � 1 1 1 - 1 1 • TREES TO REMAIN AND BE PROTECTED • 10 • 20 40 TIMBERLINE ROAD WIDENING — ULTIMATE LANDSCAPE PLAN - 50% IEET 25 OF 40; te) 00 N 1rn > _T z CALVI N AND LO I S Im JOHNSON 1­4 —7 Ln N rrl 1 O „■A■il law ■ee ■■re■■e■.■ee■ ■eeeee■ ----- + + + + 1 _ 1 ' 1 TIMBERLINE ROAD o , u or- 1 ■ ■ ■ ■ ■ ■ ■ O z 1 1 D rn CENTERPOINT PLAZA LOT 1 1M Z 1 M 10 14N� 1� PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanica 'Patmore' Patmore Ash 2 1 /2" Cal. BB See Plan x FIR PE Fraxinus pennsylvanica 'Marshall' Marshall Ash 2 1 /2" Cal. BB See Plan x CA SP Catalpa speciosa Western Catalpa 2 1 /2" Cal. BB See Plan x GY DI Gymnocladus dioica Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus macrocarpo Burr Oak 2 1 /2" Cal. BB See Plan x DECIDUOUS SHRUBS CE HE Cercocarpus ledifolius Curlleaf Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Space Evenly x RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. Container Space Evenly x RO MS Rosa 'Morden Sun Rise' Morden Sun Rise Rose 5 Gal. Container Space Evenly x EVERGREEN SHRUBS JU WI Juniperus horizontolis'Hughes' Hughes Juniper 5 Gal. Container Space Evenly x JU BU Juniperus sabina 'Buffalo' Buffalo Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabina 'Broadmooe' Broadmoor Juniper 5 Gal. Container Space Evenly x ■ e REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION nnnnrnnrmil� DECIDUOUS CANOPY TREES DO SHRUBS LO I LO I AM SCALE: DATE: CHECKED BY: DATE: City of Port Collins _ N/A I 4/6 /05 1 AM �- 0 O or e - TREES TO REMAIN AND BE PROTECTED TERRY J. KEATING X • • i • e i i • TIMBERLINE ROAD W vv -- — f1 Ir li — ... 20 40 SCALE: 1" 20 TIMBERLINE ROAD WIDENING — ULTIMATE LANDSCAPE PLAN - 50% 11 1 1 �e 1 1 1EET 26 CF 40 1 1 C- 1 285 Lr) CO N HARRY BATH N Nyi 1MIn Irn r --1 7, r.� M 1� O 1n 1C) . 1 i 1 1 . 1 J 1 i 1 1 .. 1 O PROSPECT -TIMBERLINE P.U.D., 1 n FIRST FILING, LOT 1 O 1 of 1 rn rn ^. 1 1C) PLANT LIST Key Botanical name Common Name Size Root Spacing Quantity DECIDUOUS CANOPY TREES FIR PA Fraxinus pennsylvanico'Patmore' Patmore Ash Marshall Ash 2 1/2" Cal. 2 1 /2" Cal. BB BB See Plan See Plan x x FIR PE Fraxinus pennsylvanica 'Marshall' Western Catalpa 2 1 /2" Cal. BB See Plan x CA SP GY DI Catalpa specioso Gymnodadus dioica Kentucky Coffeetree 2 1 /2" Cal. BB See Plan x QU MA Quercus mocrocarpa Burr Oak 2 1 /2" Cal. BB See Plan x DECIDUOUS SHRUBS CE LE Cercocorpus ledifolius Curlleaf Mountain Mahogany 5 Gal. Container Space Evenly x PR BE Prunus besseyi'Pawnee Buttes' Pawnee Buttes Western Sand Cherry 5 Gal. Container Container Space Evenly Space Evenly x x RO WP Rosa 'Winnipeg Parks' Bright Red Shrub Rose 5 Gal. 5 Gal. Container Space Evenly x RO MS Rosa'Morden Sun Rise' Morden Sun Rise Rose EVERGREEN SHRUBS JU WI Juniperus horizontalis'Hughes' Hughes Juniper 5 Gal. 5 Gal. Container Container Space Evenly Space Evenly x z JU BU Juniperus sobina'Buffalo' Buffalo Juniper Broadmoor Juniper 5 Gal. Container Space Evenly x JU BR Juniperus sabina'Broadmoor" LEGEND (DO0 m DECIDUOUS CANOPY TREES SHRUBS ■ CO rn D 1 o�Il - m - y CD -I Z rn 1 1 1 TREES TO REMAIN AND BE PROTECTED 1 1 1 1 - 1 1 TI\ Ar%rr%11A Ir 11/\Ar% 0 i 1 rn 1 I�r rn 1 M zl N rnCID 0 1 1 0 1 1 1 1 1 10=9�� v • 10 • 20 40 SCALE: 1" • - - DESIGNED BY: DRAWN BY: APPROVED BY: REVISIONS: DATE:ITIMBERLINE ROAD WIDENIN CITY OF FORT COLLINS, COLORADO �o >_o AM SCALE: DATE: CHECKED BY: DATE: LANDSCAPE PLAN ENGINEERING DIVISION 6tity of F= C� A N/A I 4/6/05 AM G - ULTIMATE — 50% iEET 2'7 DF 40 C- 285 LO co N W -1 285 L0 cc N r 1 U GENERAL NOTES 1. STAKE DECIDUOUS TREES UP TO AND INCLUDING 2 1 /2" CAL. DO NOT STAKE CONIFERS. ?. REMOVE STAKING AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING. 3. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL. I. TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED NO LATER THAN 12 MONTHS AFTER PLANTING. i. TREES WHOSE NORTH ORIENTATION IS NOT CHANGED FROM THE NURSERY DO NOT NEED TO BE WRAPPED, EXCEPT TREES WITH VERY THIN BARK. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF THE ROOTBALL. 1" WIDE WEBBING WITH GROMMETS OR 1/2" DIA. PLASTIC HOSE GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN BREATHABLE PAPER TREE WRAP APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK. USE BIO-DEGRADABLE PLASTIC TAPE TO SECURE. TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST BRANCHES. PLANT TREE 2"-3" HIGHER THAN SURROUNDING SOIL AND TAPER MOUND BACK INTO EXISTING GRADE MULCH RING INSTALL SPECIFIED BACKFILL REMOVE MIN TOP 2/3 OF WIRE BASKET PULL BACK ALL BURLAP AND CUT ALL STRINGS TREE STAKE DETAIL SCALE: N.T.S. LANDSCAPE FABRIC TO BE PLACED "^InCD AAl a �U SPLAS ROAD - SHRUB DETAIL SCALE: N.T.S. RIM SAUCER EACH SHRUB i AS SPECIFIED ) PLANTING MIX. D TOPSOIL) VD TAMP TO AIR POCKETS "11�'AAND SIDE OF PLANTING HOLE ATE: DESIGNED BY: DRAWN BY: APPROVED BY: y TIMBERLINE ROAD WIDENING — ULTIMATE SHEET CITY OF FORT COLLINS, COLORADO �o � �o AM 29 SCALE: DATE: CHECKED BY: DATE: LANDSCAPE P LAN - 5 0 OF ENGINEERING DIVISION, �� Fo L �� N/A I 4 6 05 AM 40 � n C� I 285 wa ca I I I I II►► I I ► ► EX CITY FORT COLLINS DRAINAGE ESMT FX I CITY FORT COLLINS UTILITY FSML ► SC GROUP AWESTMENTS, LLC I_ J EX CFY OF FORT COLONS _ STORM) DRAINAGE ESMT I I I ►► -----� L---------- ------------------------------------- L--- T.C.E. _ ___________________ ► \ -- — S.E. do D.E. __------------- — — — — — U.E. ► £X IRL E 1,. X 20. 00' W I----y CITY OF FORT COLLINS DRA/NA GE ESML I I �_ — ► I EX 23i15• UE ► ► EX 1500' UE II I I I ► i I I w I W 7HERE 15 AN ESMT. FOR THE MAINTENANCE OF A WAS TFWAY FOR SURPLUS IRRIGATION WA TER AL ONG THE EDGE OF THE R. O. W AS IT EXISTED IN 1961 FROM HERE TO THE SOUTH LINE OF THE SE7/4 OF SECTION 19. NO SPECIFIC WlD7H PR04DED WITHIN DOCUMENT JO _________________ ___ _ --- _ _ T.C"E" — _ 18' S.E. do D.E. _ — _ = U.E. r = _ _ _ ' TExrsr. SECTION LINE (TYP.) J R. 0. W. T/MBERL)NE RD. rMWIA EX 20. ?0' CITY OF FORT COLLINS WATERLINE ESMT --- — EK �15.00' U.E x�5ooI-- — - — —---E'uf_. ------------- --- ��---� Ex m. oo• uE 1 FILING ONE I - S/DEHILL 1 I Ex 9.00' uE� I - Ex 9.00' UE F/L/NG ONE I ► Ex s' uE I EX 20.00" UE & DE Z II I I II I I I I I SC GROUP /NI/ESTMENTS, LLC 50% SUBMITTALS W NOT FOR CONSTRUCTION ----------I I Q CITY OF FORT COLL/NS I I Q i D.E. i I — — — — — — — — — — — — — — — — — — — — — — — — — — T.C.E. I. ----------- ------- L --------- r------- ------_—� . — — — — S.E. h D.E. I �lEX 4.00' SANITARY SEWER ESMT I \ II ________- __---I FL EIS I I I I _ \ T.C.E--- ---------- I� S.E. k D.E. 10. 00" IPSCSCO ESMT. —I ► I I I Ex 74.99• I /NTECRA TED EOU/T/ES ROADWA Y ESMT. ► ► EX 10.00' I I ► MOUNTAIN STATES -- -- — -- -- -- -- � —ill I-- j&T CO ESMT. S.E. & D.E. — — S.E. do D.E. I EX1Sr. EXIST" 30. w W. TRACT AE �IT.C.E (U.E., D.E. do A.E.) 1 I I —r TRACT AB (U.E., D.E. do A.E.) — �1 ► Ex loco' LE} — f I W W Z Q I r S/DEH/LL l U R I FLING TWO Ex10'uE I I I III �IU 60 30 0 60 120 ► SCALE: 1 " = 60' I , I CITY OF FORT COLL/NS I T/MBERL/NE STAR I — I S.E. do D.E. T S.E. & D.E I U.E. -- EX 20.00' CITY OF FOR7 COLLINS ESMT �EX 20,00' CITY OF FORT COLLINS ESMT. EXIST. 30 D0• R.O.W. �_EX 29. 99' MOUNTAIN STA 7E 5' TELEPHONE & FOR UNDERGROUND UTILITIES fOR UNDERGROUND UTILITIES I TELEGRAPH CO ESMT T/MBERL/NE RD. SECTION LINE (TWP) EXIST. 30.�" R.O.W" T.C.E� — I DATE: TRACT AO (U.E., D.E. h A.E.) TRACT AM (U.E., D.E. do A.E.)—< I >_ I TRACT AP (U.E., D.E. &A E.) L — S/DEHILL -- - O FLING TWO \ TRACT AQ �— p ABBREVIATION UST T (U.E., D.E. k A.E.) Q A.E. ACCESS EASEMENT — — — — — —� D.E. DRAINAGE EASEMENT S/DEHILL I V I.E. IRRIGATION EASEMENT O P.E. PEDESTRIAN EASEMENT LEX 4,00' OWEST ESMT FOR A FIREROP7IC LINE — '--S.E. k T.C.E. — — W Z zi S/DEHILL I y I F/L/NG TW I V m S.E. SLOPE EASEMENT T.C.E. TEMPORARY CONSTRUCTION EASEMENT = I FILING TWD (� ULTIMATE ROW TO BE ACQUIRED I I U.E. UTILITY EASEMENT Q 4 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone 300 ULTIMATE ROW TO BE DEDICATED Fax: (970) 674-33030743 INTERWEST C O N S U L T I N G G R O U P -� CITY OF FORT COLLINS COLORADO DESIGNJDLY. IDRAWNJDL APPROVED BY: I I TIMBERLINE ROAD WIDENING -ULTIMATE �SH31 f ENGINEERING DIVISION City of Fort Collins SCALE: DATE: CHECKED BY: DATE: " 1=60' I 4/6/05 I RIGHT-OF-WAY MAP OF 40 C- I 85 u") co N GENERAL DESCRIPTION A FULL, AUIOMAIE.D SF'F:INK::_ER/BUBBLER IRRIGATION SYSTEM WILL IRRIGATE TREES AND SHRUBS IN THE MEDIAN IMPROVEMENT AREAS. 6—INCH POP—UP SPRAY SPRINKLERS WILL BE UTILIZED TO IRRIGATE SHRUBS AND 6—INCH POP—UP STREAM BUBBLERS WILL BE UTILIZED TO IRRIGATE TREES. POTABLE WATER WILL BE USED FOR IRRIGATION. THE 1—INCH IRRIGATION TAP WILL BE FROM AN EXISTING WATER MAIN IN THE STREET. THE 1—INCH IRRIGATION WATER METER WILL BE A REMOTE —READ METER INSTALLED IN ACCORDANCE WITH CITY OF FORT COLLINS WATER DEPARTMENT STANDARDS. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SEGMENTS OF THE MAINLINE FOR WINTERIZATION, REPAIRS, AND MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED AT APPROXIMATELY 200—FOOT INTERVALS IN EACH MEDIAN FOR INCIDENTAL WATERING. FLAG NOTES 1 IRRIGATION POINT —OF —CONNECTION COORDINATE WITH CITY OF FORT COLLINS WATER DEPARTMENT FOR PROVISION OF TAP FOR IRRIGATION FROM EXISTING POTABLE WATER MAIN AT THIS APPROXIMATE LOCATION. PROVIDE EXCAVATION AND BACKFILL FOR PIPING AND TAP INSTALLATION. PROVIDE AND INSTALL IRRIGATION WATER METER IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS. 2O INSTALL IRRIGATION CONTROLLER, ENCLOSURE, AND RAIN SHUT—OFF DEVICE AT THIS LOCATION AS DETAILED. 120 VAC ELECTRICAL POWER WILL BE AVAILABLE AT THE NEAREST POWER POLE. COORDINATE EXACT PLACEMENT OF CONTROLLER AND AVAILABLE ELECTRICAL POWER WITH THE CITY OF FORT COLLINS REPRESENTATIVE ON SITE PRIOR TO CONSTUCTION. O3 INSTALL IRRIGATION WATER METER, BACKFLOW PREVENTION DEVICE, WINTERIZATION ASSEMBLY, AND MASTER VALVE AT THE APPROXIMATE LOCATION SHOWN. COORDINATE EXACT LOCATION OF IRRIGATION WATER METER, BACKFLOW PREVENTION DEVICE, WINTERIZATION ASSEMBLY, AND MASTER VALVE WITH THE CITY OF FORT COLLINS REPRESENTATIVE. 4O IRRIGATION PIPE AND VALVES MAY BE SHOWN OUTSIDE OF THE PLANTING AREA IN THE HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED MEDIAN AREA. O5 PRESERVE AND PROTECT EXISTING SITE CONDITIONS, AND REPAIR OR REPLACE ANY SURFACES, UTILITIES, SYSTEMS OR SITE IMPROVEMENTS DAMAGED BY IRRIGATION CONSTRUCTION TO MATCH EXISTING SITE CONDITIONS. 0 INSTALL TWO AWG #14 WIRES FROM THE RESPECTIVE CONTROLLER TO EACH OF THE REMOTE CONTROL VALVE ASSEMBLIES INDICATED FOR USE AS SPARE WIRE IN CASE OF CONTROL WIRE FAILURE. PROVIDE A COILED LENGTH OF EACH SPARE WIRE IN ALL REMOTE CONTROL VALVE BOXES. ROUTE SPARE WIRE IN SUCH A MANNER THAT WIRE IS ROUTED WITH ALL MAINLINE PIPES. O ROUTE IRRIGATION MAINLINE PIPE APPROXIMATELY 1-2—FEET FROM SIDEWALK. COORDINATE EXACT MAINLINE ROUTING WITH THE CITY OF FORT COLLINS REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALLATION GENERAL NOTES LEGEND 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION =_= ROAD SLEEVING: INSTALL 6—INCH DUCTILE IRON SLEEVE FOR IRRIGATION PIPE AND SYSTEM OF 80 PSI AT A DISCHARGE OF 20 GPM AT THE 1 —INCH LOW VOLTAGE WIRE CONDUIT POINT —OF —CONNECTION. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES BETWEEN THESE SIDEWALK SLEEVING: INSTALL 6—INCH CL 200 PVC PIPE SLEEVE FOR IRRIGATION PIPE ASSUMPTIONS AND ACTUAL SITE CONDITIONS TO THE OWNER'S REPRESENTATIVE MAINLINE PIPE: CLASS 200 PVC (SIZE AS INDICATED ON DRAWING) PRIOR TO CONSTRUCTION. LATERAL PIPE TO SPRINKLERS AND BUBBLERS: CLASS 200 PVC (3/4—INCH SIZE 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE COLORADO DEPARTMENT OF UNLESS OTHERWISE INDICATED) TRANSPORTATION SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. —W— EXISTING CITY WATER MAINLINE 3. COORDINATE LOCATION AND MARKING ("CALL BEFORE YOU DIG") OF UNDERGROUND — K — TYPE K COPPER PIPE WITH WROT COPPER FITTINGS UTILITIES AND EXISTING IRRIGATION SYSTEMS WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. UNCONNECTED PIPE CROSSING 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS —IF— POINT —OF —CONNECTION (P.O.C.) ASSEMBLY OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN IRRIGATION WATER METER; INSTALL AMR RADIO REMOTE READ METER PER CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING CITY OF FORT COLLINS STANDARDS ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S Q WINTERIZATION ASSEMBLY REPRESENTATIVE PRIOR TO CONSTRUCTION. N BACKFLOW PREVENTION ASSEMBLY 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: ® ISOLATION GATE VALVE ASSEMBLY A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS OR UNDER HARDSCAPE SURFACES FOR GRAPHIC CLARITY. AVOID CONFLICTS BETWEEN THE MASTER VALVE ASSEMBLY IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER REMOTE CONTROL VALVE ASSEMBLY FOR SRRINKLER AND BUBBLER LATERALS POSSIBLE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ® RAIN SENSOR ASSEMBLY B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. QUICK COUPLING VALVE ASSEMBLY 6. PROVIDE THE FOLLOWING COMPONENTS TO THE CONTRACTING OFFICER PRIOR TO THE AAA POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 8 SERIES NOZZLE COMPLETION OF THE PROJECT: PRESSURE: 30 PSI RADIUS: 8 FEET FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. Meg POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, FLOW (GPM): Q - 0.39 H - 0.79 F - 1.57 ADJUSTMENT, AND REPAIR OF ALL BUBBLERS. >tt POP-UP STREAM BUBBLER: RAIN BIRD 1806-MPR SERIES W/ 50-B SERIES STREAM C. TWO QUICK COUPLING KEYS, EACH WITH ATTACHED SWIVEL HOSE EL AND GATE BUBBLER NOZZLE PRESSURE: 30 PSI RADIUS: 5 FEET VALVE, FOR COMPATIBLE OPERATION OF THE QUICK COUPLING VALVES SHOWN FLOW (GPM): Q - 0.5 ON THE DRAWINGS. IRRIGATION CONTROLLER ASSEMBLY: IRRITROL MC-30 PLUS-B 7. SELECT NOZZLES FOR SPRINKLERS AND STREAM BUBBLERS WITH ARC PATTERN THAT 40 STATIONS, XX USED PROVIDES COMPLETE AND UNIFORM COVERAGE WITHOUT OVER SPRAY ONTO ADJACENT STRUCTURES, HARDSCAPES, AND NON -IRRIGATED SURFACES. TO MINIMIZE OVER SPRAY, /INDICATES CONTROLLER AND CONTROLLER STATION NUMBER PRESSURE COMPENSATING NOZZLES OR PRESSURE COMPENSATING SCREENS MAY BE Al /INDICATES LATERAL DISCHARGE IN GPM USED IF UNIFORM LATERAL PRESSURE CANNOT BE ATTAINED WITH PRESSURE ADJUSTMENT iINDICATES REMOTE CONTROL VALVE SIZE IN INCHES AT THE REMOTE CONTROL VALVE. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF _---BUB= BUBBLER LATERAL COVERAGE OF EACH SPRINKLER AND STREAM BUBBLER NOZZLE TO PROVIDE THE BEST SPK = SPRINKLER LATERAL PERFORMANCE AND COVERAGE UNIFORMITY. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR IRRIGATION PIPING AND WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH CITY OF FORT COLLINS STREETS MAINTENANCE DEPARTMENT AND COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED, REQUIRES HORIZONTAL BORING BY THE CONTRACTOR. SIZE SLEEVES AS NOTED ON DRAWINGS, OR AT LEAST TWICE THE AGGREGATE DIAMETER OF ALL PIPES AND WIRES CONTAINED WITHIN THE SLEEVE. ►1���f1fAal Fil 31 31 32 32 38 33 w w w w ,w— wl w w—_—f w -—w -+L-4 F z I-D z cn p W � U �cl� Q ~ Z cry _ z O w O =O _0 z Lo C) " C M ' E o ^ 41 N Y0+ N C 0 c N 'Foa•L,. Q,1 0 co To d ° 0)uj E °rn O `ram ' G) N ° N > U O y O .E C p � C 0— U N c n 2) C O O co N 9 I , -_w,.� WI I I O m Q W W W ZI W w 0 w _ _ a Q a a a a a Cu m E d) C a 2 m E� -o CO U O � a a E Q N U c i N am m�0 oJo "" COFC w a a a- a� a s a w - ,- ,-. ,.- , . " . U W I �w w w�—w w w�w w w 24"COFC w w w w w w O w m w w cn w z_ U a a a a a a a a a a Q a s a s � a a 0 ar r rr�{r r 03KrXr r r � a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 0 r r r r r r rr r r r �r� lR r r r r rr r r rr r r r m ago o r r r r r r r r r r r r r gottt 17 er s 14 T9 vl — w 24 " COFC w w w w w w 24 " COFC w W W 3 Cf) w W U) a 10w des sO� e Z 3 U 00 N m E C C CL m io �o 5m �� t U � N � Coln d� >� U � c m o ° l TOM1-5� 0_j0 W w W W w w W -24" COFC- w w 'w w w w w W 24 " COFC— w 9. i I d I k I I 3t(v v v v G A v v v v 0 v v v vvvv vvvvv �ttvvvvv eeee, eeeee�eeee eeee�eeee»a eeee " v a v v v v m arms w ,e a w z_ IJ 2 FU— Q I� I I rl II II fI II II R I I l I II cM " — w W V24 " COFC— w w �— w w w —r-T w w w w— w w —24" COFCI w w w w �—� �y �� W—f� 'moo vw v v vw W w w vv� e vvvvvevevevevevvvvcvvvv vvvv , eee eeee{ > v v vev0veee e e e a e e e e e e e e e s n n e w �cov v�v v v v Q v �' �' �vvvvv�vvv vvvvv��a v ev ev ev e eeee eeee e e e e e e e e e w eeeem eeee � eeee �eeeee� eeee � W w W cn W z UI 1 I� z � z cn o w � o v Q Ln Z (/') _ Z o J w O:f o o 00 U" ) Z k i Q ro - - - - - - - - - - - - � N N ------- L 3 0� Od dw o I mo`O I o rn E' coN W !0 OUN N �C LL O) O O h C C _ p O fU m� e w1 r Oo ON L REVISIONS: h N V) co N J -• o 5m c M U co O a C cr a a= E4� V � c a�a N a N - Z)> N OJD O 3 I I I I I M _ w -- W W w w -a,4 " J0Fj wp w p p wp p p p v p p X p vw p v v)K v G v v p O p p v p pw �24 GOB p p p 0v p p p v Ip v p v v p p v p p e e eee e e e e e e e e e e e e e e e e e e e e w eee )K et 0it e3KIt w _ U) w w w Z J I _ Q (I I I eee O m Q w w U w Z J _ I f S !� S' vvppppppe peGeeeIDeeee 3Kepee pepee p p p G v v p p e e e e e e ear e ite e ears e e I II I I II I IIII IIII IIII IIII IIII I II I I II I w EJ I - 1-20" COFC � ®�'C% 0 0 w v v v v v 0 v v v eee I eeeeeraeee F 11 Il II 0 v vvvvv vvvvv pe �Ev v v v v�v v v v v� v v v v v eeee e X v v ilXv v v v v v v �' eeeee�aeeeee eeeee eeeee 0 s s s e n e O w m w w co w Z IJ U w w 24 " COFC W w w IN W W W 1 f f — W W w f �I W/ v Lg _ w - w w 20 " COFC— w J I w w m Ulm cn Cl W f= 0 U >_ ZD 0:f cl_� QF_ ZN _m �o W �o �o � z clit W 0 W W w —20" COFC— w —�� 0 M E � w 24 " COFC W W ao f a N V F u�N m X to E' �pN �d W 'O UN VJ� O C O — ° Ito CDm000a 1cr \ %! D �A -- - A PP ROVLJ b c REVISIONS: -- - MATE - -��— -- - °ES'�NL` E3" JE WN E3 TIMBERLINE ROAD WIDENING -ULTIMATE 33 CITY OF FORT COLLINS, COLORADO � �; cBK RJP RLA SCALE: DATE: CHECKED BY: DATE: IRRIGATION PLAN CIF ENGINEERING DIVISION �,�y ���ul l "=30' 4-6-05 DAM 4-6-05 40 �� r L0 a N r— BACKFLOW PREVENTER ENCLOSURE: BPDI 12"X24"x32" GUARDSHACK MODEL GS-2 BACKFLOW PREVENTION DEVICE: FEBCO MODEL 825YA WITH FULL PORT BRONZE BALL VALVES. SIZE 1-INCH. TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) CL200 PVC PIPE SLEEVE (1 OF 2) 4-INCH THICK CONCRETE PAD 6-INCHES LARGER IN ALL DIMENSIONS THAN ENCLOSURE FINISH GRADE/TOP OF MULCH COPPER TEE WITH SCHRAEDER VALVE JV IVIIIV. �� -- 1-1/2-INCH COPPER MAINLINE TO WIINTERIZATION ASSEMBLY 1-INCH TYPE K COPPER FROM WATER METER NOTES: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE. 2. EXTEND CONCRETE BASE MINIMUM 12-INCHES BEYOND ENCLOSURE. BACKFLOW PREVENTION ASSEMBLY MASTER VALVE ASSEMBLY N FINISH GRADE/TOP OF MULCH VALVE BOX EXTENSION: ARMOR 190110 (HEIGHT AS REQUIRED) 30-IN LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) VALVE BOX WITH COVER: ARMOR 190106 MASTER VALVE: GRISWOLD 2000 SIZE 1-INCH 1-1/2-INCH CL200 PVC MAINLINE BRICK (1 OF 4) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 REDUCING MALE ADAPTER Q VALVE BOX WITH COVER: ARMOR 182101 FINISH GRADE/TOP OF MULCH 3/4—INCH THREADED PVC CAP 3/4—INCH MALE ADAPTER 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 3/4—INCH COPPER PIPE (LENGTH AS REQUIRED) BRICK (1 OF 2) COPPER FEMALE ADAPTER 1-1 2—INCH CLASS 200 PVC MAINLINE PIPE 0 GATE VALVE AND MASTER VALVE SCH 40 PVC MALE ADAPTER 1-1/2—INCH COPPER PIPE (LENGTH AS REQUIRED) COPPER TEE INCH COPPER PIPE FROM BACKFLOW PREEVENTION ASSEMBLY NOTE: 1, FURNISH NOMINAL PIPE, AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: ARMOR 181104 6—INCH PVC CL 200 PIPE (LENGTH AS REQUIRED) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL BRICK (1 OF 4) THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON —RISING STEM: NIBCO T113 OR EQUAL PVC MAINLINE PVC SCH. 40 MALE ADAPTER NOTES: (1 OF 2) 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. ASSEMBLYTION ° �3 VAOLVE IAOSSEMBLY � FEVISIONS: DAIS: -- CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION VALVE BOX WITH COVER: ARMOR 182101 FINISH GRADE/TOP OF MULCH QUICK COUPLING VALVE: RAIN BIRD 5LRC STAINLESS STEEL GEAR CLAMPS (1 OF 2) PVC SCH 80 NIPPLE (6—INCH LENGTH) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL BRICK (1 OF 2) PVC SCH 40 STREET EL PVC MAINLINE PIPE PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 EL 2"x2"x24" REDWOOD STAKE NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING _ ° ASSEMBLY SHED GRADE OF �RDSCAPE SURFACE 'BACK OF CURB ' PIPE AND CONDUIT 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS — NOT ALONG ITS LENGTH. 2 COORDINATE SLEEVING AND CONDUIT INSTALLATION TO AVOID CONFLICTS WITH SURFACE AND STREET CONSTRUCTION AND 00 UTILITIES IN ACCORDANCE WITH LOCAL CODES. c: 3. REFER TO CITY OF FORT COLLINS STREET IMPROVEMENT AND UTILITY STANDARDS FOR BACK FILL AND COMPACTION c N REQUIREMENTS UNDER STREETS, PROVIDE SAND ENVELOPE �a Nx AND FLO-FILL AS REQUIRED BY CITY STANDARDS. 4. REFER TO LARIMER COUNTY URBAN AREA STREET STANDARDS .L 3 coo SECTION 22.2.3 FOR FLOWABLE FILL SPECIFICATIONS. v' w O N .a ��� CcTooi F °' Q C O N f 0 O U N U- V, . O N O TYPICAL SLEEVING IN STREETS 6 W���o� U INSTALLATION c� _ M co tea c cr irwik .newnnrv+wvaaecn�w� /�"'�. .", «..-+..e.--...,,_-......d--.t..-.r-,-.-_..-r,.+.m. ...:........ -�r�wr�Rmnr.�rv._.•wc>—m- .... - - e.,...wrw...^""""s^ww\ �s,...: — _... �_SIGNED_B I. DRAWN B (...__ PVED A PROB r— --- — ---- ...--- ceK RJP VED TIMBERLINE ROAD WIDENING -ULTIMATE 34 SCALE: DATE: CHECKED BY: DATE: OF N T S 4-6-05 DGM 4-6-05 IRRIGATION DETAILS zp_ 0 Ln co N r� 1 V co N C.� 6" MIN. REVISIC 30-INCH LENGTH OF COILED WIRE WATER PROOF CONNECTION (1 OF 2) CHRISTY ID TAG REMOTE CONTROL VALVE: RAIN BIRD PEB (SIZED AS SHOWN) FINISH GRADE/TOP OF MULCH SPARE WIRE (1 OF 2) VALVE BOX WITH COVER: ARMOR 170106 PVC SCH 40 EL PVC BALL VALVE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 EL PVC MAINLINE PVC SCH 40 TEE OR EL PVC SCH 80 NIPPLE PVC SCH 40 UNION 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL EMOTE CON VALVE ASSEMBLY IRRIGATION CONTROLLER ASSEMBLY. 1-INCH SWEEP EL AND CONDUIT WITH 115V POWER CONDUCTORS PER LOCAL & NATIONAL ELECTRICAL CODES 2-INCH CONDUIT FOR GROUND SLOPE TO DRAIN FINISHED GRADE 3-INCH SWEEP EL CONDUIT FOR CONTROL WIRES CONCRETE FOOTING IRRIGATION CONTROLLER ASSEMBLY DISH GRADE/TOP OF MULCH )P-UP SPRAY SPRINKLER /2-INCH MALE NPT x .490 INCH BARB EL: RAIN BIRD MODEL SBE-050 PVC LATERAL PIPE VC SCH 40 TEE OR EL .,KING PIPE, 12-INCH LENGTH 1. INSTALL SPRINKLER/STREAM BUBBLER 6-INCHES FROM BACK OF CURB. POP—1 PRAY SPRINKLER/ STREAM BUBBLER ASSEMBLY 12" DEEP SIDE VIEW 2-INCH CONDUIT WITH SWEEP ELLS FROM CONTROLLER #6 AWG BARE COPPER WIRE FROM CONTROLLER OR CCU 10-INCH ROUND VALVE BOX WITH LOCKING COVER: AMETEK 181104 FINISH GRADE CADWELD CONNECTION MOD. # GT1 161 G OR APPROVED EQUAL 5/8" x 8'-0" GROUND ROD BRICK (1 OF 2) o 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 25' LENGTH OF #6 AWG BARE COPPER WIRE COPPER GROUND PLATE 4" X 96" X 0.0625" THICK NOTES: 1. INSTALL GROUND ROD OR GROUNDING PLATE UNDER TURF PLANTING. 2. INSTALL GROUND PLATE AT A MINIMUM DEPTH OF 30-INCHES. ATTACH GROUND WIRE TO GROUND PLATE USING APPROVED WELDING PROCESS. CONTROLLER GROUNDING DETAIL — ---�— — -- -- — - -- -- _ . - .. - - ---- - ---- P E S r ; E D B r : _-DRAWN Ei APPROVED E s r DATE: CITY OF FORT COLLINS, COLORADO is CBK RP RLA SCALE: DATE: CHECKED BY: ENGINEERING DIVISION N.T.S. I 4-6-05 DGM DATE: 4-6-05 RAIN SENSOR : MINI-CLIK II PLASTIC TIE DOWN STRAP MOUNTING BRACKET IRRIGATION CONTROLLER ENCLOSURE OR POLE -MOUNT CONTAIN WIRE WITHIN CONDUIT WIRE TO IRRIGATION CONTROLLER AND BY-PASS SWITCH (CONNECT TO CONTROLLER COMMON WIRE PER MANUFACTURE'S INSTRUCTIONS) N OTE 1. MOUNT RAIN SENSOR IN SUITABLE LOCATION TO CONTROLLER ENCLOSURE PER MANUFACTURER'S INSTRUCTIONS. 2. MOUNT SENSOR AT HEIGHT WHERE IT WILL NOT BE IN CONFLICT WITH ADJACENT SPRAY IRRIGATION. 3. INSTALL RAIN SHUT-OFF BY-PASS SWITCH WITHIN CONTROLLER ENCLOSURE PER MANUFACTURER INSTRUCTIONS. RAIN SENSOR ASSEMBLY MARKING TAPE WITH TRACKING WIRE (WHERE APPLICABLE) FINISH GRADE BACKFILL: COMPACTION TO 95% SPD LATERAL PIPE MAINLINE PIPE POWER WIRE CONTROL WIRE BUNDLE NOTE:00 CE 1. THIS DETAIL DOES NOT APPLY TO SLEEVING AT STREETS. 0)2 C F 1 2 N X -L d o�c ��00 00 N c`°A a W vQ O o o 01 E a C O N 4 co OUN NHING DETAIL TRENCHING LL o '.2 ` -m w0m �o� U 6 � O " O C 00 O L ` m v a FAW Q :--� NMI --- S HEL — E ULTIMATE TIMBERLINE WIDENING ROAD I E 35 IRRIGATION DETAILS [Gig co NI co N 4940 4936 4932 4940 4936 4932 4940 4936 4932 15+00 v _14v —iw —ev —0u —4u —20 0 20 40 60 80 100 120 U 14+00 `v —1zu —luu —60 —60 —40 —20 0 20 40 60 80 100 120 1, 13+00 w —lzu —100 —80 —50 —40 —20 0 20 40 60 80 100 120 140 4940 4936 4932 4940 4936 4940 4936 4940 4932 4936 4940 4940 4936 4936 4932 20+00 ROW ROW — --- -- ry —rzu —1w —6u —60 —40 —20 0 20 40 60 80 100 120 1 19+00 ru -lzu -11J0 -80 -60 -40 -20 0 20 40 60 80 100 120 1, 18+00 w —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 1, 17+00 4944 4940 4940 4936 4944 4940 4940 4944 4936 4940 26+00 ROW ROW -- --- — „ -izv -rvv -0u -0u -40 -20 0 20 40 60 80 100 120 1, 25+00 ROW ROW v �u —rzu —1w —0u —60 —40 —20 0 20 40 60 80 100 120 U 24+00 ROW ROW ------------- ry —icv —rvv —0v —0u —41L) —20 0 20 40 60 80 100 120 11 4944 404n 4944 404n 4944 4'140 4940 23+00 4944 ROW ROW 4944 4936 4940 — --- -- --- ------ — — --- -- 940 \ 4936 4936 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 I LTV V 4940 RV^ ROW 4940 4940 ROW ROW IN RIM 4940 I 4936 _ _ — — -- --- _ 4936 4936 — —Izzz FlNI HED GRADE —\\\� X TIN GRA E j 4936 I r 4940 or —_ ,-- ' -- — — __ 4932 1 4932 -- --- — 4932 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 —140 —120 —100 —80 —80 —40 —20 0 20 40 80 80 100 120 140 4932 4936 16+00 22+00 —1vv —ov —ov —4u —zu U 20 40 60 80 100 120 1, *40 4S 36 11 + 0 0 4940 ROW ROW 4940 21 + 0 0 ROW ROW ROW ROW 4936 — —1 — — 4936 4936 ` 4936 4940 '-- --- 4940 --- -- --- --- 4932 4932 4932 4932 4936 --- 4936 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 60 100 120 140 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' 50% SUBMITTAL NOT FOR CONSTRUCTION 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEST C O N S U L T I N G G R O U P 'REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: y TIMBERLINE ROAD WIDENING -ULTIMATE CITY OF FORT COLLINS, COLORADO MPo I MPO 36 SCALE. DATE. CHECKED BY: DATE: TIMBERLINE ROAD -CROSS SECTIONS °F ENGINEERING DIVISION City of Fort Collins " �O 1 "=30 -H 1 =s —v 4 6 05 4944 4940 4936 31 +00 40 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 1zu 1 30+00 4944 4940 4944 36+00 4944 ROW ROW 4944 -- --- -- --- - 4940 ' --� -- 4940 4944 4940 4936 --- - - --- 4936 4936 4940 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 35+00 4944 ROW rtvw 4944 --- --- -- — — --- — — -- -- --- — --- — 4940 4944 4940 4940 --- 4940 --- —' —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 \ 4936 4936 4940 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 4944 4940 4944 4940 4944 IMMIJ 29+00 40 -120 -100 -80 -60 -40 -20 0 20 40 60 60 IOU 1zu 1, 28+00 N 40 —120 —100 —80 —60 —40 —20 0 20 40 60 60 100 1zU 1, 27+00 40 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 1 34+00 4944 4940 4940 CAW 40 4940 4938 6 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 4936 4944 4940 4940 4944 4944 4940 4940 4936 nvn AS NG RAD -- --- — -- --- -- ---I Z�lAn�/ I _ 49 INTERIM 6 LAN UI- MA 493 33+00 Y —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 1UU 1zu 14u 32+00 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4940 4940 4936 4944 42+00 -140 -120 -1DO -80 -60 -40 -20 0 20 40 60 80 100 120 140 41 +00 ROW ROW _ _ 40 -120 -100 -80 -60 -40 -20 0 20 40 60 80 IOU 1zu 1, 40+00 ROW 4944 4'40 4944 4940 ^v^ 4V44 -- r --- -- _ --- -- 1940. — 4940 4940 4936 4936 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 39+00 40 -120 -100 -80 -60 -40 -20 0 20 40 60 60 100 1zu 1, ROW ROW 40 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 1, 37+ 00 40 -120 -1DO -80 -60 -40 -20 0 20 40 60 80 100 120 1A 4940 4936 4940 LkL�1• 4936 30 15 0 30 60 HORIZONTAL 50% SUBMITTAL 1218 Windsor, AColorateC SCALE: 1 " = 30' Windsor, Colorado 60550 Phone: (970)674-3300 VERTICAL Fax (970)674-3301 SCALE: 1" = 5' NOT FOR CONSTRUCTION 1NTERNEET C O N SULTING GROUP REVISIONS: DATE: _ DESIGNED BY: DRAWN BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO MPo I MPo TIMBERLINE ROAD WIDENING -ULTIMATE 3� City of Fort CoBioi S 17 SCALE: 1 "=5 -VI DATES: 6 05 CHECKED BY: I DATE: 0 40 ENGINEERING DIVISION TIMBERLINE ROAD -CROSS SECTIONS LC31 co N :PYia 4924 47+00 4944 ROW ROW 4944 4920 4940 \ -• - \ _ 4940 4916 n 7- 71 4936 a 4936 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 51+00 ROW ROW r r ' -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 50+00 46 + 0 0 4932 ROW ROW 4944 ROW ROW 4944 -- -- - , i -- --- --- -- --- -- 4928 4940 -- <- 4940 4924 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4920 4944 4940 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4928 4924 4916 4920 4912 4916 4916 932 4912 4928 4924 4920 _ - ----------- 4 5 + 0 0 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4944 4Q4n 4944 4940 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 44+00 ROW ROW --- --77.--- i 40 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 1 43+00 4944 4940 4936 4932 4944 4928 4940 4940 4944 4936 4940 4932 49+00 ROW ROW 01 - , TTT -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 ROW ROW 56+00 40 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 1 55+00 ROW ROW — --- -- --- -- -- -- 20 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 11 54+00 4920 KVW ^ ^ 4920 4916 -- 4918 4912 4912 —120 —100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 53+00 4916 4912 4936 4920 4920 4932 4916 4916 4928 4912 4912 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 STIN GR DE ' - -- -- - I 49 _ 40 4920 4916 6 4912 2 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 52+00 ROW ROW 4000 / ----- i 20 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 11 4920 4916 4912 4916 4V12 30 15 0 30 60 HORIZONTAL 50% SUBMITTAL 1218 Windsor, Ash, Colorado C. SCALE: 1 " = 30' Windsor0)674-00550 Phone: (WO) 674-33u0 VERTICAL Fax: (970) 674-3303 SCALE: 1 5' NOT FOR CONSTRUCTION INTERYIIEST C O N S U L T I N G G R O U P REVISIONS: DATE: YDESIGNED BY: DRAWN BY: APPROVED BY: SHEET TIMBERLINE ROAD WIDENING -ULTIMATE CITY OF FORT COLLINS, COLORADO MPo I MPO 38 SCALE: DATE: CHECKED BY: DATE: OF A ENGINEERING DIVISION c�1�'a=}�r�°-Co1� �,,--30_H 1�=5�—VI 4/6/05 I TIMBERLINE ROAD -CROSS SECTIONS _ 40 285 4908 aonA TJIV 4912 4908 4916 4912 4908 T„ v 4912 61+00 —Icv - wv -ou -0u -40 -20 0 20 40 60 80 100 120 60+00 ROW ROW 1144 r__ , —ivv —ov —ov —4v —2u 0 20 40 60 80 100 120 59+00 ROW L — Kvw NISH D A — 6 LANE ULTI ATE FINISHED GRADE -- ISTING ADE t IN RIM __ --- -� t , 4912 4912 4908 4908 4 49 67+00 ROW ROW -11u —1UU -80 -60 -40 -20 O 20 40 66+00 4912 912 Kuw 49 3 OB 49 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 4916 65+00 4912 4912 4908 4908 4916 4912 4912 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4908 �V. -120 -100 -80 -60 -40 -20 0 20 40 64+00 c 49 ROW 4 73+00 12 —140 —120 —100 —80 —60 —40 —20 0 20 40 60 80 4916 65+00 4912 4912 4908 4908 4916 4912 4912 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4908 �V. -120 -100 -80 -60 -40 -20 0 20 40 64+00 c 49 ROW 4 73+00 12 ROW 491 \ 908 490 4912 AonR 4912 4908 4908 —Icv —Iw —ou —ou —40 —20 0 20 40 60 80 100 120 2 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 8 72+00 —Icv —Iw -ou -ov -40 -20 0 20 40 60 80 100 71+00 -1w -12u -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4912 4908 70+00 -1w -Icv -1vu -0u -tiU -40 -20 0 20 40 60 80 100 120 4916 ^v^ ROW 4916 58+00 -- -- 69+00 ROW Row —Icv —Ivv -ou -0u -4U -20 0 20 40 60 80 100 120 63+00 4912 4912 4912 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4916 4908 4912 A,^.�r)0 4916 57+00 ROW 4916 4912 ROW 77 - v� _ 4916 4912 4912 4908 4908 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 4 2 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 REVISIONS: DATE 4912 4916 4908 91 - Ruw i \ , , , CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30, VERTICAL SCALE: 1 " = 5' DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: City of Fort ColHne I"=30 -H 1" =5 -V 4/6 /05 I ROW ROW -Ivv —ov —ov -4u -2u 0 20 40 60 80 100 68+00 4912 —0v —ou —4U —20 0 20 40 60 80 100 4912 4908 4908 4912 50% SUBMITTAL 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 OT FOR CONSTRUCTIONCONSULTING Fax (970)674GROUP INTERNEST C O N S U L T I N G TIMBERLINE ROAD WIDENING -ULTIMATE SHEET 39 TIMBERLINE ROAD -CROSS SECTIONS OF 40 w CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30, VERTICAL SCALE: 1 " = 5' DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: City of Fort ColHne I"=30 -H 1" =5 -V 4/6 /05 I ROW ROW -Ivv —ov —ov -4u -2u 0 20 40 60 80 100 68+00 4912 —0v —ou —4U —20 0 20 40 60 80 100 4912 4908 4908 4912 50% SUBMITTAL 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 OT FOR CONSTRUCTIONCONSULTING Fax (970)674GROUP INTERNEST C O N S U L T I N G TIMBERLINE ROAD WIDENING -ULTIMATE SHEET 39 TIMBERLINE ROAD -CROSS SECTIONS OF 40 w 4912 —0v —ou —4U —20 0 20 40 60 80 100 4912 4908 4908 4912 50% SUBMITTAL 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 OT FOR CONSTRUCTIONCONSULTING Fax (970)674GROUP INTERNEST C O N S U L T I N G TIMBERLINE ROAD WIDENING -ULTIMATE SHEET 39 TIMBERLINE ROAD -CROSS SECTIONS OF 40 w LO CID o1 W I BA TH ANNEXA T/ON 2 UJI I W I 60 30 0 60 120 —W � SCALE: 1 " = 60' BA TH LANDSCAPE I U AND POWER EOU/PMENT I CACHE LA POUDRE f— INDUSTRIAL PARK S.E. & T.C.E. I TRACT 1 I EX. JO 00' AERIAL ESMT. PER _ _ CACHE LA POUDRE /NDUSTRIAL PLAT EX 10.00' DRAINAGE• UTILITY & StOPE ESMT T/MBERL/NE RD. EX 100.00' ROAD & UTILITY EASMENT PER EXIST 128.2T EXIST. 100.00' ROW CACHE LA POUORE INDUSTRIAL PARK PLAT LRX5000'COLORADO WYOMING GAS COMPANY ESMT.SECTION UNE (TYP.) CACHE LA POUDRE INDUSTRIAL PARK PLAT— — EXIST 10.00' ROW — r — I X 15. 00' U E. &D—E .>. 7TA7JCrAL'F; — — — �- UTILITY & SLOPES. T �_ II CACHE LA POUDRE \ I INDUSTRIAL PARK TRACT 3 BMC WEST P.U.D. \ y Lor 1 1 EX 776' UE&D.E� 1 II W TERN SLOPE GA COMPANY SE EXIST. 15.00' ROW CITY OF FORT COLL/NS - S.E. & D.E. EX 7o.00, CI7Y _6 FORT COT INS EXIST 30.00' R.O.W. ESMT FOR PUHLLC USE " EXIST 30.00' R0..W. EX 20.00' CITY OF FORT COL IINS 1 WATERLINE ESMT - S.E. & T.C.E. 50% SUBMITTAL NOT FOR CONSTRUCTION CITY OF FORT COLLINS ULTIMATE ROW TO BE ACQUIRED ULTIMATE ROW TO BE DEDICATED I I I 120' ABBREVIATION A.E. LIST I ACCESS EASEMENT I D.E. DRAINAGE EASEMENT I.E. IRRIGATION EASEMENT P.E. PEDESTRIAN EASEMENT I S.E. SLOPE EASEMENT T.C.E. TEMPORARY CONSTRUCTION EASEMENT 1 U.E. UTILITY EASEMENT NOTE: PROPOSED EASEMENT LINES SHOWN ADJACENT TO THE RIGHT OF WAY REPRESENT THE OUTSIDE LIMITS OF ALL EASEMENTS THAT WILL BE REQUIRED WITH THE PROJECT (TYPICALLY THE TEMPORARY CONSTRUCTION EASEMENT). THE EASEMENT LABELS REPRESENT ALL EASEMENTS THAT WILL BE NEEDED SOMEWHERE WITHIN THE AREA SHOWN. DURING FINAL DESIGN OF THE PROJECT, SLOPE, DRAINAGE, UTILITY AND CONSTRUCTION EASEMENTS WILL BE BROKEN OUT IN ORDER TO PROVIDE LEGAL DESCRIPTIONS. 1 / A �.' xX7z le 1 i — — - - EXIST. 30.'00' R.O W. RR K.U. W. W / i o J S/DEH/LL V I FILING TWO / / / aP �� , EX 101.16 U.E. &/DE\ i 4 00/PLAT7E 1�/ ER / / ♦' P ER AUTHORITY / N1 N-HUIt DAHL ESMT PAP / � / / I EXIST. 70.50' R.O.W. EX 15 00' U L ,� o0 i aP'�a 01foo :X/ST. 100' RR R.O.W. r i 00 S.E. & \� \\ TERRY J. \ \\ KEA T/NG I GREW 1 0 \ CAL VIA(4 LO/S Ile / J S.E. & D.E. -( N 1 \ \ \ I --- I I / / / / / I / / I / SA TH ANNEXA T/ON it 60 30 O 60 120 z SCALE: 1� 60' W CC Fly/sr I EXIST. W 62. 00' 50.50' Z R. 0. W. R.O.W. W EX 4. 00 MOUNTAIN STATES W TELEPHONE & TELEGRAPH ESMT w EX 40 00' ESMT FOR ACCESS PARKING VEHICLES AND NATURAL I w GAS, WATER SEWER AND EIECTRICAt LINES TO AND FOR BATH LANDSCAPE Z I HARRY BA E PROPERTY To THE WEST I AND POWER EOU/PMENT L------- -- �— — A, —I— _ _F- _ S.E. & T.C.E. I 1 EX 10 00' US WEST ESMT FOR TELECOMMUNICA TION, ELECTRICAL AND GAS FAC1L/TES EXIST. 100.00' ROW E T/MBERL/NE RD. EXIST. 6.00' Row EX 0.00' U. 1 I II o I j EX = 15. 00' U. F. - - — — EX 2_S�OCr DE 111--- EX 6. 001 \U E I PROSPECT— I I I 63.00' I uE —1 T.C.E. T/ F�RST F/L/NG D I W EX 00" U. I RO.W. EX I 1 EX 20.00' LIE \ N I �'' I LOT 1 Ex s' LIE 9.EX. 5' LIE&DE LOT 5 4LIEI + I \ \ \ mZ '. II I 1 I E�X JO' UE DE CENTERPO/NT PLAZA I I \ T` EX 1500' LIE 1 LOT 1 SPA/NG CREEK _ I CENTER P.UD. I \\ EX/Sr. j075 R0 \EX. 25.00' III l CITY OF FORT COLOU.F.NS O \ I I EX LIE � I II �E&oE 40 EX DRAINAGE I 1 J I I Q I EX UE I + N 1 11 I qMC WASST j ESP r. ' I I I d I I I Zi I I P.U. LOT4 1 �I n 1 1 III LOTI1 I� I 40..0 I I I 1 0 1 1 III IAE I I UE I I TRACT 1 I} 0 X 20. Od� RGENCY X. � A 1 � —EX 40. 00' A� I (ESMT. FOR E� 1 1 ACCESS E5MT E— 0. U&- DE I I =TT I PURL/C 1MPROvEMENTSJ 1 1 /1 / I I 1218 W. Ash, Suite C EX UE I m I I 1 1 Phoneo(9 0)i674-3300550 I' 1 I Fax: (970) 674-3303 1 NT E E W EST C O N S U L T I N G G R O U P AN TIMBERLINE RD. — EXIST 30. 00' R.O.W. EXIST. 50.00" R.O.W SECTION LINE (TYP.) REVISIONS: DATE: " "DESIGNED BY: DRAWN BY: "APPROVED BY: HEET CITY OF FORT COLLINS, COLORADO JDL I JDL TIMBERLINE ROAD WIDENING -ULTIMATE 4 SCALE: DATE: CHECKED BY: DATE: OF ENGINEERING DIVISION tyoKa'ealu>,a 1"=60' I 4 6 05 I RIGHT—OF—WAY MAP 40 . �nctiFZT^.«TT�S'�^'^"+tt:2�v£l� T^i•"r^"^. £^Y'AS �1T'ITi'SRAI� i. F.Savo°"_.'c�..'-.xTfin*h'T5'AxllP.'I��TSL�•-.. - .._ - ... _ . ., ,.. .. ._ r- ,. , 285 4912 4908 MIX] 78+00 0^w KUW — \ r �\ r r r � r t 4916 4912 4908 4904 -100 -80 -60 -40 -20 0 20 40 ev ov ivv rcv 77+00 ROW 4912 4908 4904 ROW 491 49 \ 49 r 49 R 4912 4908 04 4912 4908 49 4904 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 75+00 4912 ROW 4 4908 4904 ROW 912 - 4908 4904 -80 -60 -40 -20 0 20 40 60 80 100 120 83+00 ROW 4912 4908 ROW 49 --- -- --- -- --- --- - --- - - 4 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 82+00 12 908 4912 ROW Kvw 4912 4908 4908 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 81+00 4912 ROW Row 4912 4908 4908 r �r v 4904 4904 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 4912 4908 4912 4908 4904 r' I` 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 ' 4904 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 4912 74+00 4912 ROW ROW 4912 4908 4904 6 12 08 04 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 76+00 BAW vw - ' IN RIM I F)aST114G ADE I 6 ANE LTI TE 79+00 12 08 4908 4908 904 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 -100 -80 -60 -40 -20 0 20 40 BO 80 100 120 IISIONS: DATE: KVW — 49 49 r r I 4 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 30 15 0 30 60 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 5' DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO pty o! Yort Collins SCALE: DATE: CHECKED BY: I DATE: .1' =30'—H 1 =5 —VI - 416/05 50% SUBMITTAL NOT FOR CONSTRUCTION r B W. Ash, Suite C C� Wintlsor ,Colorado 80550 Windsor Phone: (970) 674-3 TO Fax: (970) 674-33T; INTRRWEST C O N S U L T I N G G R O U P TIMBERLINE ROAD WIDENING -ULTIMATE SHEET 40 TIMBERLINE ROAD -CROSS SECTIONS F 40 - � 285 Lc) co " LEGEND Lt — M Al DESIGN POINT II N BASIN IDENTIFICATION I 1 / I 0.600.4RUNOFF COEFFICIENT (C10) - WITH FINAL DESIGN / I AREA IN ACRES - WITH FINAL DESIGN II 1 � FLOW DIRECTION II BASIN BOUNDARY l+ EXISTING PIPES I Sc GROUP PROPOSED STORM PIPE --- - INVES TMENTS, I l - I LLC ��°'�� PROPOSED INLET LOCATION 850. - - - I FUTURE SPRING EXISTING 5' CONTOUR I CREEK FARMS 1 I 1 EXISTING 1' CONTOUR CITY OF FORT I I V DEVELOPMENT PROPOSED 5' CONTOUR COLLINS I i� I I 1 4905 PROPOSED 1' CONTOUR 1 I I 45! p• I _ I -4 I I �1 Q SC GROUP INVESTMENTS, LLC k FUTURE POLICE 7•� 0 1.240. I i IRRIGATION PIPE BY I STATION POND — 1 1 OTHERS l p FUTURE SPR/NG CREEK FARMS O MAX RELEASE 3.7 — DEVEL OPMENT IS. CFS 11 FLE/SCHL/ ` — 1 M EX. AREA INLET AND 24" PIPE I/ 1 E NORTH POND ENTERPRISES ` TO REMAIN. STORM 20/ ` INTEGRA TED EOUIRES v , 7 AREA INLET 12 0. 1 + 5 1 i c ` AREA INLET / 1 SIDEWALK STORM 1 r 8 II I Il -? CULVERT do STORM 1 6 �,°} 10 CHASE !� 1 4�— - --- --mow ` 3 _ lA — 23 730. 9l6 22 1.41 0. — �I rz wIQII — — O� SIDEHILL L S/DEHILL S/DEHILL R FILING ONE - / _ — O FILING TWO F/L/NG ONE y REVISIONS: DATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION a —^� 777 —. STORM 2 CONNECT TO SIDEHILL FILING 2 STORM SEWER S EX. FLOW — 21 CFS A I IRRIGATION PIPE BY OTHERS 50% SUBMITTAL NOT FOR CONSTRUCTION I',, STORM 3 CONNECT TO SIDEHILL FILING 2 STORM SEWER EX FLOW = 47 CFS SIDEHILL Q FILING TWO pp U 100 50 0 100 — 200 SCALE: 1 " = 100' INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSULTI N G GROUP DESIGNED BY: I MPO DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING-6 LANE ULTIMATE I I EI MPO SCALE: (DATE: CHECKED BY: (DATE: DRAINAGE EXHIBIT N/A 4/6/05 XA 2 c� 1 285 9 � II M11 -�_ UPLAND'S PROSPECT ` , 1 1 �Ifl I BUSINESS PARK P.U.D. Iu I LOT I ACADEMY Cr \ \ UPLAND'S PROSPECT ` �' 41 BUSINESS PARK P.U.D. ` I 0\ � \ \ 11 BLOCK I STORM 1 I I I EXISTING BOX CULVERT UNDER RAILROAD. OUTLET ' 1 I I I LOCATION OF FUTUREI TANBERLINE I I I ' I I REGIONAL POND.I I T ` STAR I II I ssf CITY OF FORT COLLINS 1 \ % 0.580.1 II-----------� �" v KEATING, f' II STORM 6 13 f 1 TO THE BYPASS STORM 7 NEEDED WITHTEM 29 0. / STORM 9 ' I ✓OHN ON 0.310. REGIONAL POND (TO 1 0.11 0. �/ 1 1.00 0, SPRING CREEK). / ` � 63 U. 1 Ir f � �► 12 1 STORM 5 18 14 �IMBERL \ - i r % 370. t-m n 4➢42 I I n SIDEHILL FILING TWO / I I h OF LEGEND Q1 DESIGN POINT N BASIN IDENTIFICATION 0.60 0.45 RUNOFF COEFFICIENT (CIO) — WITH FINAL DESIGN AREA IN ACRES — WITH FINAL DESIGN FLOW DIRECTION BASIN BOUNDARY EXISTING PIPES PROPOSED STORM PIPE - PROPOSED INLET LOCATION EXISTING 5' CONTOUR EXISTING 1i CONTOUR PROPOSED 5' CONTOUR 4905 PROPOSED 1' CONTOUR � ~ I it H. THOMAS BA TH � I 1 BA TH LANDSCAPE L I — STORM 10 _IQ WP) K CULVERT 29 30 31 v`r c � 1 III TIMB?ALINE BRIDGE\j OVER SPRING CREEK / 0.42 0.t3 III I N \ \ / 38 0.m II III 23STORM a a I I \ \ EXISTING CULVERT TO I II "I EX. PIPES AND I I--j BE LENGTHENED. I SWALES TO REMAIN \\ :ENTERPOINT PLAZA LOT 5 I LOT 4 \\\ 11 coil STORM '13 33 T SPRING CREEK- — 1�1 - A I TRACT A CENTER P. U.D. I II II I 1 II I PRO PECT BRIDGe,'O R SPRING Ck / 1� r 1 I 1 I� HARRY BA TH _ ,I� �_ _ f2l /I 19ia IIIIII II IIII 35 b I PROSPECT - I TIMBERLINE P.U.D. I BMC WEST P.U.D. FIRST FILING I LOT I y 1� LOT 1 y 14 11 i 1 I I .720. 11 I I hI 1� b 50% SUBMITTAL NOT FOR CONSTRUCTION CACHE LA POUDRE INDUSTRIAL PARK TRACT I . ..T 2.41 0. A� CACHE LA POUDRE INDUSTRIAL PARK TRACT 3 I I 1 100 50 0 100 200 SCALE: 1 " = 100' INTERWEST 1218 W Ash. Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSULTI N G GROUP MEOW REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: TIMBERLINE ROAD WIDENING-6 LANE ULTIMATE CITY OF FORT COLLINS, COLORADO MPo I MPo 2 SCALE: E: CHECKED BY: DATE: DRAINAGE EXHIBIT "F DATE: ENGINEERING DIVISION N/A I 4/6/05 2 Clty of YorL Conine � C— 285 11) CO N r-- 1 c 1 I I A I I I I FL STA 12+51.43 CURVE TABLE CURVE RADIUS LENGTH CHORD CH BEARING DELTA C1 100.00' 5.98' 5.98' N00'28'04"E 3'25'41" C2 25.00' 38.74' 34.98' N4538'11"W 88'46'49" C3 25.00' 39.80' 35.73' N44'21'49"E 91*1S11" C4 25.00' 38.74' 34,98' N45'38'11"W 88'46'49" C5 25.00' 39.80' 35,73' N44'21'49"E 91'13'11" C6 2194.00' 215.97' 215,88' NO2'50'47"W 5'38'24" C7 25.00' 41.73' 37,05' S42'09'25"W 95'38'48" 28 25.00' 36.76' 33.54' S47'47'32"E 84'15'06" C9 2106.00' 162.47' 162.43' S03-27'23"E 4'25'13" C10 1 25.00' 38.65' 34.91' S43-02-21"W 88'34'15" C11 1 25.001 37.59'1 34.15 S44-19'14"E 86-08'55" INTERWEST 1218 W. Ash. Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax .(970)674-3303 LANuaI mrLu MEDIAN T F ION 50 25 0 50 1C HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' a r Y OF FORT COLLINS INTERIM EDGE OF GRAVEL G —8" HP G LAIa IINU 17AILK LINL PER SIDEHILL FILING 1 S/DEH/LL FILING TWO G G — g + + n 4945 4945 t� N iS n f` N N U (.91M + < >>> N W II O� II ------ --------- 494 � ----- ---------"_ -- 494 z<� PROPO GRADE AT ------------ -- a FLOWLINE ----- -_---- m__- ------ ----- - ------ ------11/r _ 4935 _ ____ - ----------- I _ --- ---__ -_- 4935 \ - - - - - - ------ - - - -� XISi1NG - - - - - GRADE ---- - 493 49 n a to n u� un to "> cq m n rp " n N °D m '� o a ao r` w tq N r\ rn mco �r �� �p �rD AGO Ep V < O M! Muj r7� Yvj M Y~ <n <� 1(jN 1(j� rp rC 1p tCM I�� OCR a0� m� Ep� pG pig pj pj pj� g~ Nw a < aoM v a� v°M a� a°M' v a� v� as °Mrn °Mrn °Mrn °�� °Mrn a a� °Mrn o�M °Mn mg rng rng g� aY a� rnY v It a a v w t ♦ ♦ r <� aw va �< <,r o- ,t as as as 'ry as a� va a� v� a� as v� a 11 00 12 00 13 00 14 00 15 00 16 00 17 00 18 00 19 00 20 00 21 00 22 00 23 00 24 00 25 00 26 00 LEFT FLOWLINE PROFILE 150.0 ' VC 150.00, VC- H.P. ELEV 4937.37 L . ELEV = 493633 H.P. STA 14+97.46 LP. STA 16+76 98 —494 ~ ° VPI STA 15+00 "> nSTA Ir1 of + n VPI ELEV 4937.60 + n + �i I ELEV 4936. 0 + 494 F �} rn a a � � A.D. _ -1.22 '� °i torn � � - ,* A.D. = 1.22 n rn R w II N G? K= 23.36 F> � � K 122.47 ar 1 l W � w > Z< w 49 40 m FLOWLINE --------- ------ -------� I-- ------ ----- ----- ------ ------ --- ------ - 1--_- - --- — L — ----- ------_ —�� __-- — — 493 � ------- -- — 93 - V\--EX1STIN G GRADE 4930 493 N r rn r• rn r7 n t0 N fD r O O t10 11'/ N M �N t0 ^ N rn to t0 n b n Orn IO �N N n 1A O 1A N� IA n� 1A �n 1A 1OO 1A o„1 1A M(o f� �N r0 •dW 1� Nlrf �� nn �0 rn 17 M 17n m t7 M �Yn1 Mn Mrs Mn h M M MO Mrs Mrs Mrs r��I 00 pn M Mrn Mrnlrn di Inn) Mrn M M M M� r'1� 'n MN a a a° am am au am v°� a� v� °,`rrn� rn rn wrn orn °� °� °� rn rnrn� rnrn °rn orn wrn wog rng rng rnrn rn� rn� rn� g < a a w a a .r a,r `*a eIt va a r aw a� as a� �a `*� a� vw It aw r� `*� �*� a.r a♦ cba v� 11 00 12 00 13 00 14 00 15 00 16 00 17 00 18 00 19400 20 00 21400 22 00 23 00 24 00 25 00 26 00 RIGHT FLOWLINE PROFILE 'DESIGNED BY: DRAWN BY: "APPROVED BY: `r CITY OF FORT COLLINS, COLORADO MPo I MPo — SCALE: DATE: CHECKED BY: DATE: -A ENGINEERING DIVISION C11y d1 i'o:1 co111n, _1^=50' H 1"=5' VI 4/6/05 TIMBERLINE ROAD WIDENING -ULTIMATE SHEET 5 TIMBERLINE ROAD -PLAN & PROFILE OF An C- 1 :1 1218 W. Ash. Suite C Windsor, ind Windsor .Colorado 80550 Phone.(970) 674-3300 Fax .(970)674-3303 INTENN/E5T C O N S U LTI N G GROUP C/TY OF FORT COLLINS INTERIM EDGE OF GRAVEL OR FLOWLINE (TYP.) 1 - T T 1 1 Z J S/DEH/LL FILING TWO =-7 5" COFC- - PROPOSED WATER LINE T 29+00 T N01'14'46' PROPOSED WATER LINE - G G -a' Hp- G 29+00 R � �,...._......__.._.... , I.W. .. � II 1 L N 50 25 O 50 100 1 HORIZONTAL CURVE TABLE CURVE RADIUS LENGTH CHORD CH BEARING DELTA C12 25.00' 38.74' 34.98' N45'38'11"W 88'46'49" C13 25.00' 38.14' 34.55' N42'27'22"E 87'24'17" C14 50053.50' 312.69' 312.69' S01.04'02"E 0'21'29" C15 25.00' 39.80' 35.73' S44-2149"W 91*13'11" C16 25.00' 38.74' 34.98' S45-38'11"E 88'46'49" C17 25.00' 39.80' 35.73' S44'21'49"W 91*13'11" C18 1 25.00' 38.74' 34.98' S45'38'11"E 88-46'49" C19 49946.50' 37.31' 37.31' S0113'29"E 0'02'34" C20 25.00' 39.78' 35.72' S44'23'06"W 9110'37" C21 25.00' 38.80' 35.02' S45-33'40"E 88'55'52" C49 20.00' 31.42' 28.28' N46'14'46"W 90100'00" C50 20.00' 31.42' 28.28' N43-45'14"E 90,00,00" CL1 50000.00' 436.25' 436.25' S00'5947" E O'30'00" 50% SUBMITTAL i NOT FOR CONSTRUCTION Z J 2 V I LEFT FLOWLINE PROFILE li 150.00' VC m 150.00, V¢ IR H. ELEV = 4942 87 n rN� L.P. ELEV = 443 8.41 8 N H P. STA = 27+ 5 C4 + 0, LP. STA = 35 89.17 0 r, I STA = 27+7 p+o rn n o fO VPI STA = 3 +85 �' I ELEV = 4943.10 N II II ++ VPI ELEV = 4 38.19 + r> 4945 4945 (3 _ - w K= 125.00 w w g� K 128.7 PROPOSED RADE AT w w OWLINE g 7/1 �\�� ---_ - ----- 49 -- `I �� --- --�- XISTING GRADE Ir - c� Ix 493 M 111+ N 02 O a rn rn 4930- 493 n P, MOw NM m g ir,gOi �v y cq ON m p� pofp Ma O MMM M O v < (Ca0 on m rn piO ap v� O O W rn w a -* 30 O; r 4: 36 42- 000pD 0 pµCn O 27 00 28 00 29 00 30 00 350 RIGHT FLOWLINE PROFILE - 200.00' VC 00< o M N o 150.00' V N H.R. ELEV = 4942 82 v� �i vi M - n + pro + g L.P. ELEV = 41138.41 r` + ri r H. .STA = 27+7 09 + N + rn rn N '� rn ,� L.P. STA = 35 89.17 p N + I STA = 27+7 N N '� o ro VPI STA = 3 +85 0 W I ELEV = 4943. 0 ~ M II II II > > + h °,� ° VPI ELEV 4 38.19 + 4945 A.D. _ -1.14 ti K 128.7 > PROPO ED GRADE AT 494 w K= 175.92 w r w r w cn t~i w _ ---------- - w w FLOWLINE - r� -------- --- ------------ r --- --- - - - - 4940 ------ --- co ow - - - - - - - - - En- STIN GRADE 493 CL (n 4935 cp 02 NLET 4930 -4930 Opp N� MO M OCO mN <� CyN �� n� <N N� r� < Mp MOn ^O� OY n0 CND �� �H �1n0 SON. �N �� �n 0 �M pp 00� O.S,,i t0 r, 1M� N NOO Nn pV N �f N O O Opp ppMpp OD Y 00 <ppMpp OW MppMpp �W M �O MO �O MW m0 MO 0,O Mg m0 Mg �O Mg �O M� 00 VN <� aN QN dN VN �� Y"f O�i� rn� (AM CAM mM qt� 00� �OMi va �� <� ea ay vai <a as <a a� Mal a at �� �0) Nt� "�� �� �~ -t as a� 29 00 30 00 31 00 32 00 33 00 34 00 35 00 36 00 37 00 38 00 39 00 40 00 41 00 42 00 27 00 28 00 10 REVISIONS: DATE: DESIGNED BY: BY: APPROVED BY: SHEET CITY OF FORT COLLINS, COLORADO MPo 1DRAWN MPO TIMBERLINE ROAD WIDENING -ULTIMATE 6 ENGINEERING DIVISION or'n-I� 1C 50 H 1 =5 VIDATE: CHECKED BY: (DATE: TIMBERLINE ROAD -PLAN & PROFILE �I 40 4605 �. In cc 1 MBE RL/NE STAR i c� CONTROL LINE I - 43+0ovv eL F- 1- -I - J 1 I I I I Z J H RAISED 141' ROW 107' FL -FL LANDSCAPED MEDIAN 44+00 - - - 45+00 - - CURVE TABLE CURVE RADIUS LENGTH CHORD CH BEARING DELTA C14 50053.50' 312.69' 312.69' S01'04'02"E O'21'29" C22 20.00' 31.40' 28,27' N45'52'00"W 89'57'23" C23 20.00 31.40' 28.27' N44'10'37"E 89'S7'23" C24 50053.50' 48.06' 48.06' S00'46'26"E O'03'18" C25 13946.50' 411.53' 411.51' N01'35'30"W 1'41'26° C26 100.Do' 4.37' 4.37' NO3'41'21"W 230'16" C27 49946.1 304.41' 304.41' S00'55'15E O'20'S7" C28 14053.50' 414.68' 414.61 N01'35'30"W 1'41'26" C29 100.00' 13.66 13.65' S01'28'31"W 7'49'29" C30 100.00' 9.66' 9.65' NO2'37'15"E 5'32'00" C31 35.00' 54.82' 49.39' S44'43'37"W 89'44'43" C32 35.00' 55.03' 49.54' S45'11'31"E 90'05'33" C51 20.00' 31.13' 28.08' N45'44'36"W 89*11'35" C52 20.00' 31.78' 28.54' N44'07'59"E 91'03'14" CLi 50000.00' 436.25 436.25' S00'59'47"E 0'30'00" CL2 14000.00' 413 1 n'I 413.09' N01'35'30"W 1'41'26" ----- - - ----------rt----T- 3 T 46+00 L STORM SEWER 5 INTERIM EDGE OF GRAVEL OR FLOWLINE (TYP.) -7-- T----- T - - T �- T T T T -- --.. - 49+ - W - - - - - 50+0024" COCC- - 484061--- 1@L _ r- - G F- / I / I / 1 X PROPOSED ROW I 1 X I-�--� S/DEH/LL FILING TWO I I x 50% SUBMITTAL NOT FOR CONSTRUCTION H.P. ELEV 4942.33 H.P. STA 43+74.39 VPI STA 48+50 VPI ELEV 4944.05 A.D. W = 1520 GRADE - - - - - - - - - - - - - - - - --EXIST_8' H.P. GAS LINE \\�� O)N Mf N� V- Y 7N 47 CITY OF FORT COLLINS9 COLORADO ENGINEERING DIVISION G G 3p+00 7' DETACHED CONCRETE WALK (5% MAX. GRADE) o 0 0 0 r =00 CITY OF FORT COLL/MS STORM SEWER 6 0 RETAINING WALL S02'26'13"L 55+00 413.E Ps 54+00 51+00 C25 52+00 r •of _�'��!`••< it 1� / - - j - -" 56 .�� 0 _FOT T T - ' G - 505'23'l!'I G Ike W W n NV r W W--.: c - W W 7i r / a ' SIDEWALK CU CENTERPO/NT PLAZA LOT 1 EXISTING GRA7-\ K?I NIti N p.N \ PROPOSED GR DE AT F + jZ m � +o,vS OWL.INE n � II II II II a wNw 51+00 RIGHT FLOWLINE PROFILE city"or Fan'coluo• VPI STA = 52+00 rn VPI ELEV 4918.60 � r` o A.D. 3.70 Y K 94.60 on DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: (DATE: �1"=50' H 1"=5' vl 4/6/05 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 1218 W. Ash, Suite C Windsor, Colorado 805 ;0 Phone :(970)674-3300 Fax (970)674-3303 INTERWEST C O N S U L T I N G G R O IJ P TIMBERLINE ROAD WIDENING -ULTIMATE TIMBERLINE ROAD -PLAN & PROFILE SHE 7 OF 40 285 lc) 00 N END PROPOSED CURB k GUTTER MATCH EXISTING 8' ATT. WALK PROSPECT - TIMBERLINE P U.D. FIRST F/L/NC LOT > BA TH LANDSCAPE q I AND POWER EOUIPMENT INTERIM EDGE OF GRAVEL Gr G G G- G G G CURVE TABLE CURVE RADIUS LENGTH CHORDI CH BEARING DELTA C33 100.DO' 8,37' 8.37' S02-32'37"E 4'47'45" C34 115.DO' 182.39' 163.87' N45-34'52"W 90'52'15" C37 25.00' 37.52' 34.10' N42'51'05"E 85'59'39" C38 100.00' 5.00' 5.00' S0117'08"W 2-51-45" C39 100.00' 5.00' 5.00' N01'17'08"E 2'51'45" C40 106.00' 139.48' 129.63' S41'32'59"W 1 75'23'27" C43 35.00' 60.37' 53.16' S49'36'51"E 98'49'S8" C47 100.% 5.84' 5.84' N01'31'42"E 3'20'52" C48 100.00' 5.84' 5.84' S01'31.42"W 3'20'52" • 200.0 VC VPI STA 3+95.87 VPI ELEV = 4917.28 A.D. = 2.05 K 97.73 4925 4925 150.00' VC n 100.00 VC rn to n m 4 CAD $ n L.P. E V = 4914.45 + vi u� H.P. ELEV 4915.52 a n� N nOR L.P. S - 58+58.66 ,� o, H.P. STA 60+95 + + N w +^ VPI A - 58+50 N(p + ,p VPI STA = 60+95 p N p II 11 nrn p+ VPI E V = 4914.15 a N rn w II VPI ELEV - 4915.64 (j A.D. = 1.00 4Q20- � w �W K 92.95 w w ROPOSED K 1 .00 _ -- \ ADE AT ---�_� OWLINE 0 v F--�45-_ 491 - - - _--------� EXISTIN GRADE 71MBE LINEN STA +1&. i ERGS ECT RFL (` NLET 'STA 3 5+55.55 NLET O�J/�� ELE :4916.91491 i � Q ) � ` / j N � Nw ) N Nr� n 100 57 00 58 00 59 00 60 00 1 1 0 62 00 63 00 64 00 65 00 LEFT FLOWLINE PROFILE 4925 92 220.00' 50. VC 100. 0' VC 140.00' 140.00' VC LO POINT ELEV 4913.63 PTA 59+50 HIGH POINT ELEV = 4915.72 n PVI STA - 6 +40.87 ,� Ej VI STA - 63+ 0.87 LO POINT STA 7+48.27 PVLEV 4915.09 n HIGH POINT STA = 61+00.97 0 ,°� ' VI ELEV = 491 .58 04 PVI STA - 5 +35 �� ;A.D._ -0.45 N n ro o PVI STA 61+00.87 n o + rn n N + A.D. = 1.75 0f PVI ELEV = 4 13.05 + a = 35.70 0 g PVI ELEV 4915.85 a0 tP + o n w K = 80.09 A.D. = 2.1 n i° 492 492 U > ~ 10 K = 99.80 � � g w �- � � g � � w � � w 6 w F � W w $� 0.50X - ^3 F 9; w --_ 4915 91 I - ^� 5� PROPOSE GRADE - - - - - - - - - ------ - - -- - - - - I I AT FLO NE � � 1.219 I SID WALK SIDEWA I EXISTING GRADE 9 -0. 0 -- ------ CULVERT CULVER I I _ - 4910 91 I 7� Nn CDC n� O 1 1* �p t0 O ` �n n� Or� M� Ng u- M rM M f In _ W p 4tq N 0 1f) / _ N M N _ o rn� rn� rn� rn mrn ° a 0'rn rn�? 1 ° rn ° ° c ° m ° o wa am a0 / 57 00 58 00 59 00 60 00 + �61 00 62 00 63 00 64 00 RIGHT FLOWLINE PROFILE LEFT FLOWLINE PROFILE NORTH OF PROSPECT ROAD INTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSU LTING GROUP 50% SUBMITTAL NOT FOR CONSTRUCTION • 25 • 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' W Z _ ESIGNED BY: DRAWN BY: APPROVED BY: REVISIONS: DATE: SHEE1 CITY OF FORT COLLINS, COLORADO DMPo I MPo TIMBERLINE ROAD WIDENING -ULTIMATE g Collin ENGINEERING DIVISION KALE:50' H , =5 VIDA 4 6 05 CHECKED BY: (DATE: TIMBERLINE ROAD -PLAN & PROFILE G- 40 City of Fort t MR Lf) 0® N r ------------ BA TH LANDSCAPE AND POWER EQUIPMENT I I I I � I nI II 24' DRIVE _ I1 I OPENING \ ■ O0 C39 N00'08'45"W69+00 197.73 S . __69+00- — S 00 N00'48'39"W 480.74' rnrr b —y— W —24' caFc— W W lnl li II lilt II Illl G -G µI""' �lll.l � G G� G- G-----I�ItU''lS.11 W Z J V F— 1 1 1 1 70+00 ,,—STORM SEWER 10 ------------------� -s2,_7Q+++Q .._ S �_ S =:I00 S S -72 { 00- S - S - --�- } - �IN W W W W -24' cOFc- W 143': G G +' 6'Hp- G GG GG GG GG E - -- �- tf--�`-�----- E ----- E --- Rc—tmir—ate.—�cmc—tRnr—\ BMC WEST PUT. LOT f CACHE LA POUDRE /NDUSTR/AL PARK TRACT 1 END PROPOSED C&G BEGIN PROPOSED EOA-- FL/EOA STA=74+02.30 74+00 INTERIM EDGE OF GRAVEL 75+oo 76+oo OR FLOWLINE (TYP.) CONTROL LINE 158' 75+00 S S S S S -- — 5�42'^ S 74+00 75+00 "� W -Wj- =2f' coFc= 7 +(- ROW G G GG_B.HP �G GG m G� f-GG—B'HP �Op El CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION CACHE LA POUDRE INDUSTRIAL PARK TRACT 3 City of kort Colliae II II II II � I I I I I II 11 I I I I ROW 77+00 S03.08'13"W S S - +M - W N01.18'37"EI - CITY OF FORT COLLINS I �,1I I IX END PROPOSED EOA I I MATCH EXISTING EOA I ix EOA STA 84+03.92 � I � 78+00 1001.62' 779+00 c S --1v-- S S - S -�- S S S -42'- -80+00 S �r 81+00 i�i 82+00-X W78+00 � W�J�+i l�`� `L- W -24' coFc- W W W -Ire W W - $ W 83+w - - _I_ 80+00 81+00 82+00 83+00 _ 1zsa.7r TIMBERLINE RD. — I —— — —1— — —F— — _ 84+00 Noo ors�s'w _4._ G G G GG GG GG GG Get G� f C G 8- Hp G —B' HP— G G qNl _ mNL _\� �\\Ul _ �Yb1_ _\� � _ ]U� _\\V\`. yf0�1 _ ]1WL _\� �\W _ ]V� _C!!`A- �\NI� _ ylNy1_ _\1V\� �\� _ ]mUl_ _VIIN._ �C\l� - � _gl1•t` .�lll - ]Y!� _VbY _ Yl� _ YY� -]VY �[�1 '�` ---------------------------- ----- ------ --- u-- -----c — — — — — ---- — — — — -- E —em— _�_—--- --- x--t�-x I \ I I I I 50% SUBMITTAL NOT FOR CONSTRUCTION DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: 1"=50' H 1"=5' J 4/6/05 ,� I 1218 W. Ash, Sulte C Win Windsor ,Colorarado 80550 Phone: (970) 674-3300 Fax. (970) 674-3303 I N T E RWEST CONSULTING GROUP 50 25 0 50 100 HORIZONTAL SCALE: 1 " = 50' VERTICAL SCALE: 1 " = 5' 'SHEE TIMBERLINE ROAD WIDENING -ULTIMATE g TIMBERLINE ROAD -PLAN & PROFILE 2�5