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HomeMy WebLinkAboutEAST HORSETOOTH ROAD ZIEGLER ROAD ROUNDABOUT - Filed STR-STREETS - 2008-06-23CONSTRUCTION PLANS FOR FORT COLLINS, COLORADO JANUARY 239 2008 ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE LF LINEAR FEET AE ACCESS EASEMENT LP LOW POINT ARV AIR RELEASE VALVE LT LEFT MH MANHOLE BOV BLOW OFF VALVE OHE OVERHEAD ELECTRIC BOW BOTTOM OF WALL OHT OVERHEAD TELEPHONE CL CENTERLINE OHU OVERHEAD UTILITY CMP CORRUGATED METAL PIPE PE PEDESTRIAN EASEMENT CO CLEAN OUT PC POINT OF CURVATURE DE DRAINAGE EASEMENT PCR POINT OF CURB RETURN PI POINT OF INTERSECTION E ELECTRIC POE POSTAL EASEMENT EAE EMERGENCY ACCESS EASEMENT PT POINT OF TANGENCY EG EXISTING GROUND PVC POLYVINYL CHLORIDE EL ELEVATION RCP REINFORCED CONCRETE PIPE EOA EDGE OF ASPHALT RD ROOF DRAIN EX EXISTING ROW RIGHT-OF-WAY ESMT EASEMENT RT RIGHT S SANITARY SEWER F FIRE LINE S STATION FES FLARED END SECTION D SD STORM DRAIN PIPE FF FINISHED FLOOR SDMH STORM DRAIN MANHOLE FG FINISHED GRADE SMH SANITARY SEWER MANHOLE FH FIRE HYDRANT T TELEPHONE FL FLOWLINE TB THRUST BLOCK TBC TOP BACK OF CURB FO FIBER OPTIC TC TOP OF CONCRETE G GAS TF TOP OF FOUNDATION GB GRADE BREAK TW TOP OF WALL GV GATE VALVE TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE UE UTILITY EASEMENT HP HIGH POINT VCP VITRIFIED CLAY PIPE IE IRRIGATION EASEMENT VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION INV INVERT VPT VERTICAL POINT OF TANGENCY IRR IRRIGATION W WATERLINE T 1. ro E ae 0 LEGEND EXISTING TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING FIBER OPTIC LINE EXISTING CABLE TV EXISTING ELECTRIC LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING GAS EXISTING OVERHEAD UTILITY EXISTING SANITARY SEWER MAIN EXISTING MANHOLE EXISTING WATER MAIN EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM SEWER EXISTING STORM SEWER INLET EXISTING FLOWLINE. CURB & GUTTER EXISTING CONCRETE T 4( PROPOSED TELEPHONE LINE PROPOSED OVERHEAD TELEPHONE LINE PROPOSED FIBER OPTIC LINE PROPOSED CABLE TV PROPOSED ELECTRIC LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED GAS PROPOSED OVERHEAD UTILITY PROPOSED SANITARY SEWER & MANHOLE PROPOSED WATER LINE & VALVE PROPOSED FIRE HYDRANT PROPOSED STORM SEWER & MANHOLE PROPOSED STORM INLET PROPOSED FLOWLINE. CURB & GUTTER PROPOSED CONCRETE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING MINOR CONTOUR ---a(XXX-� PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT EXISTINGGUYWIRE 0-0-0 0-0 PROPOSED LIGHT POLES EXISTING FENCE 13 PROPOSED FENCE PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSEDSWALE PROPOSED SANITARY SEWER SERVICE co W/CLEANOUT PROPOSED EMERGENCY OVERFLOW ROUTE LIMITS OF CONSTRUCTION CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION PROJECT LOCATION VICINITY MAP APPROX. 1 "= 1 500' BENCHMARKS: CITY OF FT. COLLINS BENCHMARK 1-01 LOCATED AT THE NW CORNER OF HORSETOOTH & ZIEGLER, FOUND A 2" ALUMINUM CAP ON THE SOUTH SIDE OF AN ELECTRIC MANHOLE RING. CITY OF FT. COLLINS VERTICAL DATUM. ELEVATION=4917.75 CITY OF FT. COLLINS BENCHMARK 14-94 NORTHWEST CORNER OF HEWLETT PACKARD PROPERTY ON EAST SIDE ZIEGLER ROAD, ON NORTHWEST CORNER OF A CONCRETE BASE OF A NATURAL GAS UNIT HOUSING. ELEVATION = 4924.64 I CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 LALL 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. INDEX OF SHEETS SHEET NO. DESCRIPTION OF SHEETS 1 ................................ COVER SHEET 2 ................................ GENERAL NOTES 3 ................................. TYPICAL SECTIONS 4 ................................ RIGHT OF WAY MAP 5 ................................ HORIZONTAL CONTROL PLAN 6.7 ................................ DEMOLITION PLAN g EROSION CONTROL PLAN g SURFACING PLAN 10.12 • ............................... FLOWLINE PLAN AND PROFILE 13. 17 ................................ SPLITTER ISLAND DETAILS 18 .............•••••............•• CONCRETE JOINT PLAN 19.20 ................................ GRADING PLAN 21 -22 ................................ SIGNING & STRIPING PLAN 23. 28 ................................ CROSS SECTIONS 29.33 ................................ DETAILS UTILITY CONTACTS: CITY OF FORT COLLINS STREET OVERSIZING MATT BAKER 222.0748 WATER/WASTEWATER ROGER BUFFINGTON 221 6854 GLEN SCHLUETER 221.6065 LIGHT & POWER DOUG MARTINE 221.6152 TRAFFIC WARD STANFORD 22445062 INTERWEST CONSULTING GROUP MIKE OBERLANDER 674.3300 EXT. 102 QWEST BILL JOHNSON 377.6401 XCEL ENERGY (GAS AND POWER) LEN HILDERBRAND (GAS) 225.7848 COMCAST DON KAPPERMAN 567.0245 PVREA STAN PANGRAC 225.1234 INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BYTE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLYTHAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON, ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. 1218 W. Ash, Sulte C Windsor ,Colorarado 80650 Phone: (970) 674.3300 Fax: (970) 674-3303 INTERw[!T C O N S U L T I N G G R O U P 1 HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT 1 AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT 1 HAVE NOTED ON THESE PLANS. ESIGNED BY: DRAWN BY: "APPROVED BY: MPO I JDL SCALE: DATE: CHECKED BY: DATE: N/A I 1/23/08 CITY OF FORT COLLIN UTILITY PLAN A PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: r CITY ENGINEER CHECKED BY: A & WASTEWAT CHECKED BY: STORMWA ER UT CHECKED BY: PARKS do RECRE CHECKED BY: TRAFF0 ENGINI CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT COVER SHEET ENGL/SHRANCHP U.D. 6 N I 775 I All m® W ° I gymO 11 ®1 II l a i I Z U ICI I I � 4930 I 4920 4910 XISTING DRIP IRRIGATION CH/NN SYSTEM AS NECESSARY ON CHINN PROPERTY TO REMOVE AND RELOCATE BLUE SPRUCE TREES. S --1 N + cl N R _ ROPOSE GRADE AT FL WUNE p 39.07' < N + II ` — �— --__ — _ II CURB .Q g� — — — — — — — — — ——� + N� N N — — �ia p II cp ~ GR kDE AT FLOWLIN — - --- ---------- -- — II < <' — -------�_' / _ rn rn— — — — — — — — — — — — — — — — — — — — a l nidn 1"9n 2n+nn 20+80 21+60 11+UU E 12+80 LINE TABLE LINE LENGTH BEARING 1 OMITTED FL2 530.97 N00'07'10"W FL3 219.13 N00'51'45"E IJtOU CURVE TABLE CURVE I LENGTH I RADIUS DELTA CHORD LENGTH FLCO 39.07 25.00 89'33'04" N44'53'43"W 1 35.22 FLC1 130.33 7604.44 0-58'55" SOO.22'17"W 130.32 FLC2 131.53 17674.441 0-58-55" N00'22'17"E 131.52 In�.r�a VT VV IVTVV SOUTHEAST FLOWLINE PROFILE .. w Iz J 1 = 1 1 1 1 1 • 20 • 41 HORIZONTAL SCALE: 1 " = 4C VERTICAL SCALE: 1" = S' CITY OF FOR UTILITY P PREPARED UNDER THE DIRECT SUPERVISION OF // APPROVED: W"6s p XR 1218 W. Ash, Suke C CHECKED BY:Windsor, Colorado 80550 CHECKED BY:Phone:(970)674-3300 Fax: (970) 674-3303 CHECKED BY: PARK'. INTERWEET C O N S U L T I N G G R O U P CHECKED BY: 1RA CHECKED BY: mmmk AM - - — REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: HORSETOOTH/ZIEGLER ROUNDABOUT - CITY OF FORT COLLINS, COLORADO MPo MPo SCALE: DATE: CHECKED BY: DATE: FLOWLINE PLAN & PROFILE ENGINEERING DIVISION �1"=40' H 1"=e' vl 1/23/08 I A 1M cn N 1 1 1 1 1 F ZIEGLER ROAD S rS S IEGLER 1 L STA: EL• T RFL TA: 22+21.96 EL: 4918.53 1 CH/NN 1 NOTE: REPAIR / MODIFY WA EXISTING DRIP IRRIGATION SYSTEM AS NECESSARY ON CHINN PROPERTY TO REMOVE AND RELOCATE BLUE SPRUCE TREES. 'W W� J. N CUR N BEGIN EDG RFL 'W IW N W ,Z IJ X 1� 1 ENGLISH RANCH P. U.D. 4TH � TCE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION LINE TABLE LINE LENGTH BEARING FL4 87.68 N00' 7'10"W FL5 13.52 N30'42'41" FL6 68.38 N73'59'48" EA7 49.76 N84'11'29"E FL8 27.38 N16'22'12"E FL9 28.13 S86'47143"W FL10 85.9E N87'17'24"W 4930 4920 Melf1i, CURVE TABLE CURVE LENGTH I RADIUS DELTA CHORD LENGTH FLC3 13.28 50.00 1 '13'22" N07'4 ' 1"W 13.25 FLC4 51.44 64.00 4 *03'13" S07'41' 4"W 50.07 FLC5 51.37 68.00 4 '17'07" S52' 1'15"W 50.16 FLC6 23.59 386.00 3' 0'07" S75-44'52"W 23.59 EA0 45.09 386.00 -41'33" S80'50'42"W 45.06 EAC8 73.95 686.00 6-10'34" S87-16-45"W 73.91 FLC9 28.63 100.00 1 '24'19" S0810'02"W 28.54 FLC10 22.27 50.00 5'31' 4" NO3'36'30" 22.09 FLC11 124.35 1 108.00 1 65'58'0 " N42'08'15"W 117.59 FLC12 15.78 50.00 18'05'00" N84 09'47"W 15.72 FLC13 10.32 100.00 5'54'53" N89'45'10"E 10.32 75.00' V, VPI STA - 2 +90 y CKj n +� ad �`$ VPI ELEV - 4 A.D. = 0.89 17.10 �Ui� K 4.01 In nN + c n �n a N + C4 (n N O w Il �C In `> N �jyy V N- V �g F% rr m H EX GR DE�� AT FLOWUNE `- 0.57X _ ---_ - 0_28X .PROPOSED GRADE AT FLOWLINE 22+40 23+20 24+00 Pffi:3e, 25+60 SOUTHWEST FLOWLINE PROFILE 26+40 0.00' Vc VPI STA - 2 +20 9 00' vc- I VPI ELEV - 0118.45 VPI STA +10 A.D. - 0.83 1 + cc VPI ELEV - 4317.99 m m K = 108. N A.D. _ -0 76 n ^ r° rn �� N N� N� •m ON� m N to I 0' ' 'of U aV � �I N N- rOM O a In NW �� II II II II IIa =N� II <On " LLJ g W In W h W_ IOSED g - - - - --- PROI GRADE g ----- --- - AT ILOWLINE _- _ EX GRADE AT FLOWLINE m 22+40 %wo� W' Z r�. J `:1 F 1 2,5+20 24+00 24+80 SOUTHEAST FLOWLINE PROFILE DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: I DATE: "=40' H 1"=5' VI 1 /23/08 �� 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 N T E R WV E E8T C O N S U L T I N G G R O U P 25+60 26+40 4930 4920 27+pi 0 40 20 0 HORIZONTi SCALE: 1 " = VERTICAL SCALE: 1 " = CITY OF FORT C( UTILITY PLAT PREPARED UNDER THE DIRECT SUPERVISION OF y / APPROVED: Z k-* / CITY ENG CHECKED BY: r7 Wily k @ AS' CHECKED BY:A/144) SIORMWO CHECKED BY: PARKS 6 F CHECKED BY: TRAFFIC I CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SI FLOWLINE PLAN & PROFILE M m N - T STONERIDGE P. U.D. 4M NOTE: CITY TO COORDINATE WITH THE HOA OF STONERIDGE PUD 4TH TO REPAIR IRRIGATION LINES AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. CONTRACTOR TO INSTALL 3 - 4" SCH 40 PVC SLEEVES UNDER NEW SIDEWALK. 1+00 - ZIEGLER CONTROL LINE % W 00 34+ 00 ZIEGLER ROAD E li E --- s+0o_ x - �� END FENCE 4930 4920 LINE TABLE LINE LENGIH BEARING EA11 118.89 85'58'10"W FL12 22.60 S85-58-10"W FL13 32.96 N15'53'00"W FL14 89.5' N00'10'31"W FL15 38.67 S78'54'25"E 4930 4920 4910 CURVE TABLE CURVE I LENGTH I RADIUS DELTA CHORD LENGTH EAC14 54.80 714.00 4' 3'52" 88-1 6"W 54.79 FLC15 49.61 97.00 9-18'19" S79-22'40"E 49.07 FLC16 36.62 53.00 39'35'30" S44' 5'46"E 35.90 FLC17 85.89 532.00 9-15'01- S20'30'31"E 85.80 FLC18 11.50 398.00 1'39'18' S15'03' 1"E 11.50 FLC19 49.05 200.00 14-03'11" 1 S07-12'06"E 48.93 FLC20 19.16 100.00 10'58'50" N84'2350W 19.14 FLC21 20.69 100.00 11' 1'15" 8450' 3" 20.65 FLC22 1 48.52 1 213.00 13' 3'O6" N82.4 '46"E 48.42 FLC23 128.41 73.00 100'46'5" N25'4' 45" 112.48 FLC24 30.22 100.00 17'19' 3" S15' '11" 30.11 FLC25 1 132.70 1509.00 5*02'19" SO4'45'30" 132.66 n TU E CONSTRUCT( NOT IN THIS PROJECT Nas II N 2 �pN j II> II N,f II II II II Q} 17 O, II II IIw oMa N �n Nay CG�ii �� cn F� tnw F+ �w �G1 <� cn n Q�ia In ssw ay_•Gril �fr/1w K N II �- EX GRADE < y w --- =0.397L - --- ---- --'Ik rAT FLOWLIN W OPOSED GRAD -0_70X T FLOWLINE - - 28+80 29+60 30+40 31+20 NORTHWEST FLOWLINE PROFILE 32+00 32+80 ------FUTUIiE CONSTRUCTICIN- NOT IN THIS PROJECT N N� N� II N N>WJq II II L2`+ cq N� < t N II <> < y" �uri� N N r II WW m N 1< 5 g> w N PROPOSED GRADE 0,52X_ AT FLOWLINE EX GRADE AT FLOWLINE\ - - - 49j1Q' +20 COTTONWOOD LAND AND FARMS, L TD 28+00 28+80 29+60 30+40 31+20 NORTHEAST FLOWLINE PROFILE 32+00 HORSETOOTH 1218 W. Ash, Suite C CONTROL LINE Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEET CONSULTING G R O U P / I I 32+80 33+60 40 20 0 40 HORIZONTAL SCALE: 1 " = 40' VERTICAL SCALE: 1 " = 5' CITY OF FORT C UTILITY PLA PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: t CITY EN CHECKED BY: 4WM WA. CHECKED BY:.'Jh, SIORMWA CHECKED BY: PARKS h CHECKED BY: TRAFFIC CHECKED BY: REVISIONS: DATE: `� DESIGNED BY: (DRAWN BY: APPROVED BY: HORSETOOTH/ZIEGLER ROUNDABOUT CITY OF FORT COLLINS, COLORADO MPo MPo SCALE: DATE: CHECKED BY: DATE: FLOWLINE PLAN & PROFILE ENGINEERING DIVISION �� o, x .1"=40' H 1"=5' V I 1 /23/08 W) co N u — X OW F---T5wL_ ---------------------------G------ �----------- — — — — — — _1•C - FO FO FO FO FO :FO= FO FO FO FO— I' E E E E E E E E — 28+50 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FO — — — — — — — — — — — — — — S I S S S S N 1439507.2 E 3133997.9 EL- 18.2 V W W i W ----------------- — E +,�-- E E E E E E E E E — ---� X E EL 18.32 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------- LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS I DELTA CHORD LENGTH L1 95.39 N88'28'39"W C1 7.37 2.35 180 0'00" S01'31'21"W 4.69 L2 82.72 S87'32'02"E C2 42.80 91.00 26-57'04" N75'00'07"W 42.41 C3 6.09 3.00 116'14'52" 60'20'58"E 5.10 C4 12.06 64.00 10'47'32" 07-37'18"W 12.04 CS 8.04 4.00 115' 7'23" N44'32'37-W 6.75 C6 55.19 217.00 14'34'16" 8510'50"E 55.04 MIMI M.., - - DESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPO I MPO SCALE: I DATE: CHECKED BY: I DATE: ENGINEERING DIVISION aty of > �•=10' 1 23 08 V 10 5 O 1C SCALE: 1 " = 1 C \ I CITY OF FORT U11LITY P1 PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED:!, �" CITY CHECKED BY: WA R h 1218 W. Ash. Sulte C Windsor, Colorado 80550 CHECKED BY: STORM Phone: (970) 674-3300 Fax: (970) 674-3303 CHECKED BY: PARKS INTER IIEST C O N S U L T I N G G R O U P CHECKED BY: TRAF CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT HORSETOOTH - WEST SPLITTER ISLAND Ih m N I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - FO - FO FO EX ----F6 -----F0-----T�= -Fa FO -- --FO-----FOur-- - 19.94 -- --- ----- �L - -E �- E - - - - - - - - - - - - - - - - - ~ - - - - - EX E ---._ EL 19.82 W W W W W W W W W W W E -W - W --�._ W W 1 ------- ----- EL15 -- 15.55=--------- - - - - - -- - - - - - - - - - - - - - - - 22- EL 18.88 S S S S S S S S S S S S S - S S f 31.15 31.24 32.50 S 33.00 g S 32.95 S - S S S S S S ---IF- S S S S S N 3913 134178.84 AT H LP U7.14 W W W W OW EL 19.09 EL• 18.29 coo OOCn 000 23+DD00000 000000 52.03 000000o EL 17.71 000000 000 IZ 000000 B.54 S S @@ O zt O'0000 00000000000000 26.82 00000000 1 Q_ 23+50 S S S S 15.56 I L6 -- ---- 49.86 25.60 44.34 38.63 C14- - - - L5 U 49.13 � .. 71. � 28.04 59.84 �L- PT -GB POPC GB PC 25•93 20.O30 EL: 19.33 E EL 18.89F E E 18.43 N 14219138.74 E E E E E E 313413 13 E E E E E E E E E E EL• 18.04 E • 20.97 - I F FO FO FO FO 0 FO FO FO FO FO 27.00 31.00 31.00 FO G Fe FO31.00 G 31.00 G- 31.00 27.0 - cn �_ G�----G_�_G G G G G FL EL 17.63 T T T T T T T T T T T T T T T EL17.73 EL 17.39 - T T �----- T T T T T T EL 17.91 23+50 21+00 21+500000000000 1719 49.33 22+00 22+50 23+00 30.20 0 0 0 0 0 0 0 0 0 0 0 0 71.98 28.04 59.64 0000 0008 0 TOW OW EL 18.24 EL 18.16 EL:- 17.59 -E E E E E E E E E E E E E E - E E E E E E E E OW OW EL 18.57 EL 18.40 EL. 18.32 EL 18.17 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 5 0 10 20 SCALE: 1 " = 10' ONS: DATE: LINE TABLE CURVE TABLE LINE LENGTH I BEARING CURVE LENGTH I RADIUS DELTA CHORD LENGTH L3 117.61 N00'07'10"W C7 12.56 1 4.00 180'00'00" S 9'12'51"E 7.99 L4 2.59 N30'42'41"E C8 120.79 7643.44 0'54'20" N00'19'59"E 120.79 L5 106.57 Soo '10"E C9 48.97 91.00 30'49'52" S15*17'45"IN 48.38 L6 80.20 S01'18'30"W C10 6.16 3.00 117' 6'06" N28'05'22"W 5.13 C11 15.81 62.OD 14'36'51" S79'34'59"E 15.77 C12 8.14 4.00 116' 5'01' 49' 5'55"'W 6.81 C13 38.14 250.00 8'44'25" N04-29'23"W 38.10 C14 49.86 2001.00 1'25'40" N0035'40'E 49.86 I C15 15.56 1999.00 O'26'45' S0105'07"N 15.56 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DESIGNED BY: DRAWN BY: APPROVED BY: M P O I M P O SCALE DATE CHECKED BY• DATE• M.M. A Co 00 y/ 00 L 18.08 0 0 000 000 coo W 000 W 000 00 000 EL 17.60 00 0 0� 0000 0000 0000 000 0 0 S S S 1439428.981 3134176.58 -c c N 1439430.58 E3134197.26 ELT T o7 nn T ------ r JOO '•7e 000 0000 0000 0000 0000 E E E - W 0 000�3p EL 17.49 00 OOC 000 O 00 0 0 . ?xx 000 0 000 00 0 O 0 \ O O O O O • \ 0 00 \ 00 00 \ 00 00 \ �l 00 0 // J� 1218 W. Ash, Suke C �(/ Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWE3T CON S U L T I N G GROUP CITY OF FORT UTILITY PLA PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: A� CITY N CHECKED BY: K� WATER k WA' CHECKED BY: '&All S10 MWA CHECKED BY: PARKS & CHECKED BY: TRAFFIC CHECKED BY: oo HORSETOOTH/ZIEGLER ROUNDABOUT 10=10' I 1/23/08 _ ZIEGLER ROAD - SOUTH SPLITTER ISLAND .._�.•, . _ ._. ._,._-.. _�'.aql ��w� •^ym-: ..nrm,•.:,;•6�/ ,. .._ :*'mss�++�z".,�::�e"lf�� �m�+e���rra�,.v".� .., ._:-: ry x, n•�.._. ro" ......q- � _.-...?»,-.__ ._. .. _,' _-- ,. .._ _ ..��-•y...,a..,, -. ..e.....ys,,".�/ A W) m (V tJ LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA CHORD LENGTH L7 61.10 N78'22'32"E C16 4.53 1.50 172'54'05" N08'04' 1"W 2.99 C17 8.01 4.00 114'44'30" S4415'13"E 6.74 C18 18.23 73.00 14'18' 1" N05'57' 7'E 18.18 C19 6.08 3.00 116' 4'49" 56'51'06"W 5.09 C20 59.56 116.00 29'25'03" S79'49'02" E 58.91 INTERWEET 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSULTI ING GROUP 10 5 0 10 SCALE: 1 " = 10' PREPARED UNDER THE DIRECT SUPERYSION OF CITY OF FORT 0 UTILITY PLAAII APPROVED: % e/ CITY EN( CHECKED By. WATER @ WAS CHECKED BY: S70RMWA CHECKED BY: PARKS k I CHECKED BY: TRAFFIC CHECKED BY: REVISIONS: DATE: CITY OF FORT COLLINS, COLORADODESIGMPOY: IDRAWMBPYO APPROVED BY: HORSETOOTH/ZIEGLER ROUNDABOUT ENGINEERING DIVISION ti S "Z-kll SCALE: DATE: CHECKED BY: DATE: HORSETOOTH a,D� _ 1•=10' 1 /23/08 . _ — EAST SPUTTER ISLAND M 00 cV r-- S — FO —c _ FUTURE CONSTRUCTION —c c c c c - —g NOT IN THIS CONTRACT ' EL: 16.00 L----------------------------------------------------- 00 EL 18.28 �6!'A 00000 000 / / 00000 / 00000 / 00000 00000 00 0 0 o EL 16.75 RE CONSTRUCTION 00 00 0 E- - L 16.3 OW —� NOT IN THIS CONTRACT000 0000 EL. 16.42 00000 `' �g0 00 0 0 EL-16.91 O U 0 O 0 0 0 o EL• 16.49 LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA I CHORD LENGTH LB 5.72 00'10'31"E C21 10.34 3.29 180 0'00" 85-56-53"W 6.59 L9 49.65 S15'48'22"E C22 150.32 551.00 15'37'51" S07'59'27"E 149.85 C23 8.46 4.00 1 1'12'D4" N44'47'40"E 6.97 C24 21.96 73.00 17'14'03" N83'13'19"W 21.88 C25 6.36 3.00 1 1' 3'41" S31'08'31" 5.23 C26 45.60 66.00 39'35'22" N09'45'39'E 44.70 C27 156.50 1499.00 5-58'55" S07-02'35" E F156.43 REVISIONS: DATE: IF CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION ULNUNLU LY: UKAINN IST: APFMUVtu 0T: MPO I MPO SCALE: DATE: CHECKED BY: I DATE: Z I I'=10' I 1 /23/08 A ,. INTERWEET 322 9++ 9 3300 �pr ^^- rw S S E E E E E S S S S T T T T 33+00 10 5 0 10 SCALE: 1 " = 10' CITY OF FORT UTILITY PL, PREPARED UNDER THE DIRECT SUPERVISION OF // APPROVED:Al 'd,L6 7 CITY E CHECKED BY: , WATER k 1218 W. Ash, Suite C Windsor, Colorado 80550 CHECKED BY: SI0 MW Phone: (970) 674-3300 Fax: (970) 674-3303 CHECKED BY: PARKS N S U L T I N G G R O U P CHECKED BY: TRAFF CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT EGLER ROAD - NORTH SPUTTER ISLAND, co ca EVISION DATE: c o \ 3 F �000 F 000000 0 °0 3 00000 00 00000 0 0 00 \ °o 0000 0000 3 000 000 0 0 0 �3t 000 000 O 00 00 000 000 0°0 0° o o �° LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE I LENGTH I RADIUS DELTA I CHORD ILENGTH L10 27.86 N30'42'41"E C28 3.83 5.00 43-52'11" N52'38'46"E 3.74 L11 3.21 S06'02'S0"W C29 85.60 44.00 111'27'58" S49'41'09"E 72.73 C30 1 139.31 39.00 204-39.53" N71'37'15"W 1 76.20 CITY OF FORT COLLINS9 COLORADO ENGINEERING DIVISION OHE�� 2 �0 0 / 0..°°0°000° 0 0° 0000° / 000000000 0 0 0 / 00.000000°0°0 00 / )000000 / >° DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: I DATE: �l of P�couilm 1"-10' I 1 /23/08 A 10 5 O 1C SCALE: 1 " = 1 C PREPARED UNDER THE DIRECT SUPERVISION OF 1218 W. Ash, Stifle C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 1 NTIlEm T CONSULTING GROUP CITY OF FORT UTILITY PL APPROVED: 'r CITY CHECKED BY:� WATER k 1 CHECKED BY:� STORM CHECKED BY: PARKS CHECKED BY: TRAF CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT CENTER ISLAND th co 1. SEE SHEETS 32 AND 33 FOR STANDARD JOINT DETAILS. 2. SEE SHEET 33 FOR DETAIL OF BOXOUTS REQUIRED AROUND EXISTING MANHOLES AND VALVE BOXES. 3. SEE SHEET 31 FOR DETAILS OF CROSSWALKS AND JOINTING REQUIREMENTS. 4. CONCRETE CURB AND GUTTER JOINTS SHALL MATCH CONCRETE SLAB JOINTS. l\ \ gyp\ \ Q \ 91'�" .T�� 00 ooV V / O 00000000 �O 00000000 / Io / ..A.. ALL SIDES / 10 5 0 SCALE: 1 APPROVED: Cm CHECKED BY: WATER h CHECKED BY:� STORE CHECKED BY: PARK', CHECKED BY: TRAI M co r- i 7 11+00 ` 1218 W. Ash, C WIn Windsor ,Coloradrad o 80550 Phone: (970) 674-3300 Fax: (970) 674.3303 INTERWEST CONSULTI N G GROUP i ENGL/SHRANCHP. U.D. 67H ELEV '8' ELEV •A• LANDSCAPE TIMBER WALL GEOMETRY ELEV 'A' ELEV '8' V 'C' ELEV 'D' ELEV 'E' ELEV "r DIM 'S' DIM "No WALL 1 4921.5 4921.5 24.0 4921.5 4924.0 4921.5 8.0, 8.0' WALL 2 4920.2 4920.2 23.7 4920.2 4923.7 4920.2 8.0' 8.0' WALL 3 4920.9 4920.9 !4923.4 4920.9 4923.4 4920.9 8.0' 8.0' WALL 4 4920.6 4920.6 23.1 4920.6 4923.1 4920.6 8.0, 8.0' WALL 5 4920.3 4920.3 22.8 4920.3 4922.8 4920.3 8.0' 8.0' NOTES: 1. ALL WALLS ARE 24' LONG CENTERED ON THE TREE TRUNK. 2. THE FACE OF THE WALL IS 2' FROM THE BACK OF THE WALK. 3. COBBLE SHALL BE INSTALLED IN EACH TREE WELL SO THAT THE MAXIMUM VERTICAL DROP IS LESS THAN 30" (2.5'). 4. HAND RAIL IS REQUIRED FOR ALL WALLS GREATER THAN 30" HIGH. 5. WALLS SHALL BE CONSTRUCTED FROM 6"x6" LANDSCAPE TIMBERS. CITY OF FORT COLLINS9 COLORADO ENGINEERING DIVISION City of Pori CoMm ENGL/SHRANCHR U.D. 677-1 O N W --,---_-- - - - - S _��? s ?� s sue- S AWCUT s W So S S S, S W E 0+2-00 G G 21+'0O,G v` - - - AW UT E ---: W �- E 0 ---- __ FO E E Z -G - 22,45 22 251 _._. G� j _. --I -_ Now 2.57 Yi I i X X --r �4918 X X X DESIGNED BY: DRAWN BY: APPROVED BY: ELB I JDL SCALE: DATE: CHECKED BY: I DATE: 1 "=40' I 1 /23/08 40 20 0 40 SCALE: 1 " = 40' PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FOF UTILITY I APPROVED:4 ai CHECKED BY: WATER CHECKED BY: Al' STOP CHECKED BY: PARI CHECKED BY: TR CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT GRADING PLAN .M CQ N 40. Benchmarks Street Improvements Notes 1. All street construction Is subject to the General Notes on this sheet as well as the Street Improvements Notes listed here General Notes 1. All materials, workmanship, and construction of public Improvements shall meet or exceed the standards and specifications set forth in the Lorimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. All references to any published standards shall refer to the latest revision of sold standard, unless specifically stated otherwise. 3. These public Improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby offlrm responsibility to the Local Entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity Engineer. 6. The type, size, location and number of oil known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Contractor shall be responsible for unknown underground utilities. 7. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Contractor to relocate all existing utilities that conflict with the proposed improvements shown on these plans. B. The Contractor shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Contractor shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 10. The Contractor shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Contractor shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Contractor notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre -construction meeting may be required prior to commencement of any work. 12. The Contractor shall sequence installation of utilities In such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover Is 5.5 feet unless otherwise noted In the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit Is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Contractor shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Deportment at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the "Final Dralnage and Erosion Control Report for "Horsetooth / Ziegler Roundabout" Dated September 18, 2007 by Interwest Consulting Group shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained In good repair by the Contractor, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector. 22. No work may commence within any improved or unimproved public Right -of -Way until a Right -of -Way Permit or Development Construction Permit is obtained, if applicable. 23. The Contractor shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Contractor shall notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public Improvements. If the Local Entity Engineer is not available after proper notice of construction activity has been provided, the Contractor may commence work in the Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals on improper installation. 24. The Contractor shall be responsible for obtaining soils tests within the Public Right -of -Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Contractor shall be responsible for a re -design of the subject pavement section or, the Contractor may use the Local Entity's default pavement thickness sectlon(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the Local Entity Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the streets. 26. All utility Installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade Is considered final stage work. All service lines must be stubbed to the property Imes and marked so as to reduce the excavation necessary for building connections. 27. Portions of Lorimer County are within overlay districts. The Lorimer County FloodPlain Resolution should be referred to for additional criteria for roads within these districts. N/A 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done In accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. N/A 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Contractor shall be responsible for oil aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Contractor shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right -of -Way authority. (Local Entity, County or State), for approval, prior to any construction activities within, or affecting, the Right -of -Way. A =25.00 fee will be charged the Traffic department to review above plan. The Contractor shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Contractor is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Contractor is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the Local Entity. 35. The Contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as -built record drawings. 37. The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could Indicate a situation that is not identified in the plans or specifications, the Contractor shall contact the Designer and the Local Entity Engineer immediately. 39. The Contractor shall be responsible for recording as -built information on a set of record drawings kept on the construction site, and available to the Local Entity's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer. LOCATED AT THE NW CORNER OF HORSETOOTH & ZIEGLER, FOUND A 2" ALUMINUM CAP ON THE SOUTH SIDE OF AN ELECTRIC MANHOLE RING. CITY OF FT. COLLINS VERTICAL DATUM. ELEVATION=4917.75 CITY OF FT, COLLINS BENCHMARK 14-94 NORTHWEST CORNER OF HEWLETT PACKARD PROPERTY ON EAST SIDE ZIEGLER ROAD, ON NORTHWEST CORNER OF A CONCRETE BASE OF A NATURAL GAS UNIT HOUSING. ELEVATION=4924.64 DATUM=NGVD 1929 UNADJUSTED 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Contractor's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay -down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant Improvements, including storm drainage structures and pipes on the following private streets. N/A 48. Variances for this project are as follows: GrodMp and Erosion Control Notes 1. All grading and erosion control measures are subject to General Notes on this sheet plans as well as the Grading and Erosion Control Notes listed here. 2. At all times during construction, the Contractor shall be responsible for preventing and controlling on -site erosion due to wind and runoff, as well as vehicle tracking. The Contractor shall also be responsible for installing and maintaining all erosion control facilities shown here. 3. All perimeter erosion control measures shall be installed and functional, prior to any other earth -disturbing activity. All other structural erosion control measures shall be implemented as soon as the facilities, around which they are based, become operational. 4. Any erosion control facility damaged or destroyed prematurely, by any means, shall be immediately repaired by the Contractor. 5. There shall be no earth -disturbing activity outside the limits designated on these plans. 6. Top soil shall be removed and stock piled prior to overlot grading operations. 7. A water truck shall be kept on -site at all times during earthwork activities for dust abatement. 8. Conditions in the field may warrant erosion control measures in addition to what Is shown on these plans. The Contractor shall Implement whatever measures are determined necessary, as directed by the Local Entity Engineer. 9. Silt and sediment, within Right -of -Way, shall be removed after each substantial rainfall. 10. Negative impacts to downstream areas caused by overlot grading are to be monitored and corrected by the Contractor. Any off -site dean -up, directed by the Local Entity's Inspector, (including street cleaning), shall be completed within 24-hours of written instruction. or risk construction stoppage. 11. Temporary erosion control measures shall not be removed until such time as all tributary -disturbed areas are sufficiently stabilized in the opinion of the Local Entity Engineer, to minimize erosion potential. 12. When temporary erosion control measures are removed, the Contractor shall be responsible for the clean-up and removal of all sediment and debris from all drainage and other public facilities. 13. All areas disturbed by this project, which are not scheduled for improvement or disturbance within 90 days, and are not otherwise stabilized by hard surface or landscaping, shall be seeded and mulched in accordance with these specifications within 10 working days of Right -of -Way grading completion. a. All areas for seeding shall be tilled to break up rooting restrictive layers, have a minimum of 4 inches of topsoil reapplied, and then be harrowed, and rolled or packed, to prepare the required firm seed bed. b. The seed bed shall be well -settled and firm, but friable enough so that seed con be placed at the seeding depths specified. The seed bed shall be reasonably free of weeds. c. All seeding areas shall be fertilized, unless field evidence or laboratory soil analysis indicates sufficient amounts of nitrogen (N) and 40 pounds available phosphate (P205) per acre. Time of application will be as applicable to the kind of fertilizer and type of equipment used. d. Seed shall be planted with a drill on all slopes of 3:1 or flatter. The drill must have the capability of handling the kind and rate of seed being planted. Seed may be broadcast by mechanical spreader, or by hydraulic equipment on areas that are small, too steep, or not accessible for seed -operations. Broadcast rates of seed on 4:1 or lesser slopes will be double the drilled rates. For slopes greater than 4:1, broadcast rates will be four times the drilled rates. e. Seed planted with a drill shall be covered with soil to a depth of 1/4 to 3/4 inch. Seed planted by the broadcast method shall be incorporated into the surface soil, to a maximum depth of 3/4 inch, by raking, harrowing, or other proven methods. f. Hydro -mulching shall be allowed. Mulch shall consist of either cereal grain straw or grass hay, at least 5OX by weight, being 10 inches or longer. Application rate to be 2000 lbs/acre to achieve a stubbled surface. Anchoring with a mulch crimper Is acceptable, or with the use of a disc plow, set vertical to the ground with sufficient weight to achieve a crimping depth of at least 4 inches Into the soil. All mulched areas shall be tackified after crimping. The tackifier solution shall be in accordance with note j below. g. All seeded areas shall be mulched, crimped, and tackified within 24 hours after seeding; otherwise, areas shall be reseeded, at the Contractor's expense, prior to the mulching, crimping, and tackifying. h. All slopes steeper than 4:1 shall be tackified (see note j below) after the completion of seeding and fertilizing. Slopes shall then be covered with a soil retention blanket. The soil retention blanket shall be a machine -produced mat consisting of 70% agricultural straw (0.35 Ib/sy) and JOY. coconut fiber (0.15lb/sy). The blanket shall be of consistent thickness, with the straw evenly distributed over the entire area of the mat. The blanket shall be covered on the top side with polypropylene netting having an approximate 5/8" x 5/8" mesh (1.65 - 3.00 Ib/ksf), and on the bottom with polypropylene netting with an approximate 3" x 3" to 2" x 2" mesh (1.00 - 1.65 Ib/ksf). The blanket shall be sewn together with cotton, biodegradable or photo -degradable thread. All netting shall be photo -degradable. A sample of the blanket shall be submitted at least two weeks in advance of its use for approval by the Local Entity Engineer. The Local Entity Engineer may require blankets for unstable soils with slopes under 4:1 if deemed necessary. I. Soil retention blanket shall be placed smoothly, but loosely, on the soil surface, without stretching. The upslope end shall be buried in a trench 6 inches wide by 6 inches deep beyond the crest of the slope, to avoid undercutting. There shall be a 6-inch overlap wherever one roll of blanket ends and another begins, with the uphill blanket placed on top of the downhill blanket. There shall be a 4-inch overlap wherever 2 widths of blanket ore applied side by side. Insert staples in a pattern according to the manufacturer's recommendation, at approximately 2 staples per square yard. "T" shaped pins shall not be used. j. Tackifier, whether placed on soil or mulch, shall conform to the Colorado Highway Specifications, Section 213.02. Apply tackifier with a spray nozzle, dispensing a mist that will uniformly cover the surface. k. All seeded areas shall be kept in a damp condition, for at least 14 days after seeding, to aid in germination. Some form of irrigation may be required to achieve this goal, and it is the responsibility of the Contractor to perform any and all necessary operations to that end. The means of Irrigation shall be approved by the Local Entity Engineer prior to Implementation. Director flows from large hoses, which could damage the mulch, will not be permitted. Additional maintenance, as required by the Storm water utility, is also required. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION DESIGNED BY: DRAWN BY: APPROVED BY: MPO I JDL SCALE: DATE: CHECKED BY: DATE: City of Fort COIRM N/A I 1 /23 /08 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for 1 street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 Inches of asphalt). The job mix approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the is a clean construction joint. The Contractor shall be required to remove existing pavement to a distance where a clean construction )air cuts shall not be allowed unless approved by the Local Entity Engineer. 4. Street subgrades shall be scarified the top 12 Inches and re -compacted prior to subbase installation. No base material shall be loll has been inspected and approved by the Local Entity Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve be) not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than Its original coedit street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance the Standards, Reconstruction and Repair. The finished patch shall blend smoothly Into the existing surface. The determination of need overlay shall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future pi new asphalt overlay work. 7. All traffic control devices shall be In conformance with these plans or as otherwise specified in M.U.T.C.D. (Including Colorado supple Right -of -Way Work Permit traffic control plan. 8. The Contractor is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installatio that hold more than % inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade mate section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be r subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a sins least 18,000 lbs. with pneumatic tires Inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall b or otherwise modified to form a smooth, non -yielding surface. The Local Entity Engineer shall be notified at least 24 hours prior to th "proof rolls" shall be preformed in the presence of an Inspector. 10. All recommendations of the geotechnical report for this project shall be followed and Implemented Traffic Signing and Pavement Marking Construction Not" 1. All signage and marking is subject to the General Notes on this sheet, as well as the Traffic Signing and Marking Construction Note 2. All symbols, Including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre -formed thermo-plastic. 3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy point. 6. Prior to permanent installation of traffic striping and symbols, the Contractor shall place temporary tabs or tape depicting olignmen the some. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7. Pre -formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break -away assemblies and fasteners per the Standards. 11. A field Inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies Identifle inspection must be corrected before the 2-year warranty period will begin. 12. The Contractor installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that an unforeseen car signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-; for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detc Storrs Drainage Notes 1. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance a facilities shall be the responsibility of the property owner(s). 2. All recommendations of the 'Final Drainage and Erosion Control Report for "Horsetooth / Ziegler Roundabout" Dated September 18, Consulting Group shall be followed and implemented. 3. Prior to final inspection and acceptance by Local Entity, certification of the drainage facilities, by a registered engineer, must be su approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Deportment at least two weel of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utilil two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement Waterline Notes: 1. The minimum cover over waterlines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approve 2. All water main shall be D.I.P. encased in polywrop. Tree Protection Not"; 1. See approved Landscape Plan for specific locations of trees to be removed, and trees to be protected. 2. Existing trees marked for protection and preservation shall not be removed. 3. Heavy equipment should not be allowed to compact over the soil over the root zone of existing trees. 4. Avoid cutting surface roots wherever possible. Sidewalks and paving levels should be contoured sufficiently to avoid damage. 5. Root cuts from excavation should be done rapidly. Smooth flush cuts should be made. Backfill before the roots have a chance the tree immediately. 6. Prior to construction, all protected trees shall have orange protection barrier fencing erected, which as a minimum are supported t sturdy stock, for shielding of protected trees, no closer than six (6) feet from the trunk or one half (1/2) of the drip line, which ev this protection zone there shall be no movement of equipment or storage of equipment, materials, debris, fill or cut unless approved 7. All existing trees shall be pruned to the City Forester's "Medium Prune Standards." 8. Within the drip line of any protected existing tree, there shall be no cut or fill over a four -inch depth unless a qualified arborist evaluated and approved the disturbance. 9. During the construction stage of development, the applicant shall prevent the cleaning of equipment or material or the storage or material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree, within the drir protected tree or group of trees. 10. No damaging attachment, wires, signs or permits may be fastened to any protected tree. iINTERWEST 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 574-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FORT C( UTILITY PLAT APPROVED: A 1 CITY ENG CHECKED BY: l Ai h WA 1 CHECKED BY: STORMWA CHECKED BY- ARKS (ARKS & CHECKED BY: TRA C I CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT Isl GENERAL NOTES M 00 c`I INTE11wEST 20 n — — — — — — — — — — — — '-- o E E E FO FO --F6 --'� \ FO HORSETOOTHROAD -- 40+00 41+00 1218 W. Ash, Sulte C Windsor. Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONS ULTI N G GROUP ATE :� I Ir i N w I \� 15'x8'x18" TYPE L" BURIED RIPRAP I\ W/ B" BEDDING AND 6" VEGETATED SOIL I W \ \ \ _49�'— II \ \49pj COTTONWOODLANDANDFARMS, LTD I _ w —o sg B FUTURE CONSTRUCTION $ FUTURE CONSTRUCTION NOT IN THIS CONTRACT , I c+ I '9,,, NOT IN THIS CONTRACT \ L to °t; —� 9j3 \— PROP. 12" FES \ \ STONER/DGEP°U.D. 4TH INv - asu.�o 5'x5'x18" TYPE "L" I I I \ BURIED RIPRAP W/ 8" BEDDING AND 6" VEGETATED SOIL /✓ I 1 \ 33 LF OF 12" RCP O 3.6x j 11( 1 1� \ NEW CITY CURB STOP AND \ \ CONTRACTOR FIBER POTHOLE AND METER FOR LANDSCAPE IRRIGATION VERIFY DEPTH Of ER AND POWER " \ IN THIS AREA PRIOR TO EXCAVATING FOR CULVERT. — 14.4C M Ci ENGL/SHRANCHP U.D° 47H ENGL /8H RA NCH P. U. D. 6771 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION iL TrAi'.' I I I klfj�jfz� x II MATCHLINE (SEE SHEET 19) DESIGNED BY: DRAWN BY: APPROVED BY: F4 ELB I JDL SCALE: DATE: CHECKED BY: DATE: Cityofrolt cosine 1'r=401 I 1 /23/08 �— CH/MN —4916— 40 20 0 40 SCALE: 1 " = 40' PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FORT C ��UyyTILITY PLA APPROVED: e'. �� CITY EN CHECKED BY:b! WATER @ CHECKED BY: S10 WA' CHECKED BY: PARKS k CHECKED BY: TRAMC CHECKED BY: c HORSETOOTH/ZIEGLER ROUNDABOUT GRADING PLAN rM cr.N CV INTERWEST ENGL/SHRANCHP.U.D. 67H ENGL/SHRANCHR U.D. 67H Nil STRIPING TO PADDtNGTON ------------------------------ ----------- ------------------------------ =-------------------- ------------------------ ---- - ---- -------------------- -------- ------ _-_-__-__----------------------- N 0- - �11+00 12+00 — — 13+00 — 14+00 — — 15+00 tE+DO — 17+00 — — 1-8+I 00 - - --�— - 1-9+I 0 — C Z/EGLERROAD - - -i ( i W 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CO NSULTING GROUP UA IN �.-------------------- __-------------------------LL--__------------------ N u w------------------------- _ W 20+00w W Z J is Is1 d 40 20 0 40 80 SCALE: 1 " = 40' STRIPING LEGEND ® 4" SOLID WHITE ® 4' DASHED WHITE (10' W/30' GAP) © 4' YELLOW W/ a DASHED YELLOW (10' W/ 30' GAP) ® 4' DOUBLE YELLOW ® 4' SOLID YELLOW 8' DOTTED WHITE (2' W/ 2' GAP) 0 8' SOLID WHITE ® 'SHARK TEETH' (PER MUTCD) m 120 WHITE STOP BAR MOTES: 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MI ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD UNLESS OTHERWISE NOTED. 2. ALL SYMBOLS AND WORD SHALL BE THERMOPLASTIC. 3. DIMENSIONS SHOWN FOR STRIPING ARE FROM LIP OF GU OF STRIPE OR CENTER OF STRIPE TO CENTER OF STRIPE. PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FORT C( `UTILITY PLAI` APPROVED: / ' � / -/ CITY ,,E G CHECKED BY: O WATER h WAST CHECKED BY: N STORMWATE CHECKED BY: I PARK CHECKED BY: AFT C/ CHECKED BY: G III 00 N I I I II II II I I I 6 112 i l 12F6TURE STRIPING II I 0 III I t!; II I W I I I I I W I I N I I 7' 12.6' 70' 12' 8' I I I �I 1 11 12' .1 III W/ TYPE 3 OBJECT MARKER (OM-3L) BIKIE A RIGHT LANE SPECIAL TYPE 16 BARRICADE ZIEGLER ROAD -♦ S J•wI COTTONWOOD LAND AND FARMS, L TD ALTERNATE I N 1 BIKE I M ,n` ROUTE 40 20 0 40 BO I 7' 13.8 NOTE: —._-__....__. SPECIAL Wit-2c SCALE: 1 " = 40' Bow 16•xz4" NORTH PORTION OF INTERSECTION WILL NOT 1 BE CONSTRUCTED WITH THIS PROJECT. STONER/DGEP.L/D. 4 N CONTRACTOR TO INSTALL TEMPORARY TYPE III BARRICADES BETWEEN THE SOUTH END OF THE w W16_7P SPUTTER ISLAND AND THE OUTSIDE CURB IN THIS AREA (BOTH SIDES OF ISLAND). (C 1 I 16 ONE WAY BIIGH WI1-2c (2) R6-1R (4) • RIGHT (;(::) LANE I EMERGENCY n' I PARKING PROPOSED STREET LIGHT (TYP) Wi6-7P (2) ONLY YB• Ill W/ TYPE 3 _-- --- HORSETOOTH ROAD ♦ Ill (2) WI-80 (4) Wl SPECIAL ,,-2c 15 OBJECT MARKER (OM-3L) I - S1 KE.SIGN -153� — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — 20' - ------ ..-. �` --Wi6-7P W13-1 12'-_- --- B.2' •� 12' --- W3-2A 12' 12' R2-1 2 --- �---- N ` (--� --- — 12' � � � 717E III BARRICADE nc �'- — _ _ 12' G I 40+00 'r HORSETOOTHROAD 12' — (� -41+00 - — 1 12' - -1— ;-11.3' 42+ 43+00 12 144+00 I ^o� , z' - - - �--a6' - ..... ., : 48+00 to' 49+00 11 ® 1I7— — 11 G ( 11' WHITE CHEVRONS 47+00 12. 10' HORSETOOTH ROAD 12• 12' 12' c , - G 1.'t 12• 20' 48 - \ - - - —�----------------- T ' 4 4 ... ��. 4 5 ry �� ry ` YIELD E AND / 6 WORD -YIELD- (TYP) / i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M / �� ® m TYPE III BARRICADE \ I I �I 1 is' I .I j I ♦ ALTERNATE HORSETOOTH ROAD ♦ .� BIKE 1e' Sli SIGN DO NOT PASS ROUTE --q° o _® f �' STRIPING LEGEND I I I I — I I I I C) TRUCKS IN SPECIAL F� C� /7 I W/ TYPE 3 BOW 18•x24" \ / OBJECT MARKER (OM-3L) ® 4" SOLID WHITE I I � I I • ROUNDABOUT • .•� G 11//�� O Wl it* W3-2A SPECIAL �■w7" Ill (2) • ® 4" DASHED WHITE (10' W/30' GAP) J I SPECIAL BOW 48"x30" /E ` !?. I R2—t (z) © 4' YELLOW W/ 4" DASHED YELLOW (10' W/ 30' GAP) 1 5 BOW 411 711' ® 4" DOUBLE YELLOW Z W13-1 ENGL/SHRANCHP. U.D. 4TH W11-2o (2) ZIEGLER ROAD ♦ 14' (2) s1KEE1 slcN I W11-2c ® 4" SOLID YELLOW ALTERNATE BIKE 8" DOTTED WHITE (2' W/ 2' GAP) Willi (2) ROUTE - - - I — -- -- -- 14' 6' 12' 12' 4' ® 8" SOLID WHITE - - - - I G IL/ WUll (2) i SPECIAL BOW 16"x2A" ® 'SHARK TEETH" (PER ill DO NOT PASS 12" WHITE STOP BAR I I TRUCKSIN I ROUNDABOUT CHIAI ��/��� j rj4' 12' I 14' 8' 12' I 12' 4' 1 DOSPECIAL 4 x30" NOTES: I j 1 1. ALL PAVEMENT MARKINGS TO BE DONE IN PAVEMENT MARKING PAINT I ENGL/SHRANCHP.LlD. 677Y i I I �1. ACCORDANCE WITH CITY OF FORT COLLINS AND/OR MUTCD STANDARDS UNLESS OTHERWISE NOTED. I I II alKewA� 2. ALL SYMBOLS AND WORD SHALL BE THERMOPLASTIC. I I � RIGHT LANE I .ice 3. DIMENSIONS SHOWN FOR STRIPING ARE FROM LIP OF GUTTER TO CENT ENIE'GECY W 1 OF STRIPE OR CENTER OF STRIPE TO CENTER OF STRIPE. �ARKINONLY SPECIAL I I I CITY OF FORT CC ONLY SPECIAL UTILITY PLAN Ii I I I BOW 461 PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED:' I I I CITY ENCI ( I I PROPOSED STREET LIGHT CHECKED BY: I 14' 12' I 12' 10' 12 12• 4 WATER k WAST 1218 W. Ash, Suite C CHECKED BY: II4 12 I 11 12 11 I 12 4 Windsor, Colorado 80550 STOR Phone: (970) 674-3300 CHECKED BY: I I I Fax: (970) 674.3303 PARKS & R I I I INTERMEST CONSULTING GROUP CHECKED BY: MATCHLINE (SEE SHEET 21)� IllRK TYPE 3 TRAFFIC I I � I I OBJECT MARKER (OM-3L) CHECKED BY: �• REVISIONS: DATE: DESIGNED BY: (DRAWN BY: APPROVED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SI CITY OF FORT COLLINS, COLORADO JDL SCALE: DATE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION City of F611 Collins 1"=40' 23 08 41. SIGNING & STRIPING PLAN mi ++.�.�+�'g°rc.:!xr.•.,*"5".+?v}RFnAm_`...�n.e�.-+-_.,.., . s e.v-,.=si' weaaaeTR1:¢ls"^.w.,'^.y�^,^"yt'�R'4�N�'.. P. '?C� _,. , >. -.�.1. s*[:xh.. ..... ..,.._ ... _ ..._:... - MT'o-.-�-Fq..w�e�n, a =-'-."p:"'� ��...-,. .: hf.. vx .. ++w s,. ,r ., w.. .ro... .., ,<... ., .. i ..-...q.�s.....n .r.., .��.. _ .. "` ' +^r-�.,qf-Fn..,«-.«...n^mrv..'a•Sws' 5:..`...,.v.-^r+,'., �1"i �_ 15+50 9 0 Ir 4928 12+50 14+00 : 3 a 49 — �10 I � � N N \ •J I I , / I N N I 49 F N N 49 4928 4924 4920 28 4928 24 4924 20 4920 —60 —40 —20 0 20 40 60 80 49 I 49 m N N m m 49 1 m F N N m y —60 —40 —20 0 20 40 60 80 28 4924 24 4920 20 4916 492 Z24 492 m I 49 0 N m n � F N m m 491 8 4 20 6 —60 —40 —20 0 20 40 60 80 100 12+00 Iz)tuu 3 ; 4932 4928 4924 4920 493 UTILITY LOCH D W/ PAINT — NOT POTHOLED N _ riN 492 I , I � 7 49 UTILITY LOCAITIED m W/ POTHOLE F O N N m y 492 2 13+ 50 4928 3 ; 8 4928 24 4924 n Aamm I I I m N N N N y 4928 4924 4924 4920 4928 4924 4920 —60 —40 —20 0 20 40 60 80 4420 —60 —40 —20 0 20 40 60 80 100 —60 —40 —20 7 0 20 40 60 80 4932 4928 4924 � N 4 O N f F 14+50 11 +50 13+00 -- 4928 4928 Tvjz 4928 4928 4924 4924 Inn^ n N 3 _ ~ N N I I I — — N N m F N N 4928 N — 1/ � I Q 4924 4924 4924 m N 4920 4920 II N F 44911 —60 —40 —20 0 20 40 60 80 100 —60 —40 —20 0 20 40 60 80 —60 —4u —zu u [u +v vv vv 4928 4924 4920 4916 16+50 4928 — 4924 r\ N m 492C � N m F 4o1e —60 —40 —20 0 20 40 60 80 100 4928 4924 4920 4916 16+00 492 & P 492 \ i 0 m 492 o N � 0 1 �' m m F IL 1 491 e 4 0 8 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' —60 —40 —20 0 20 40 60 80 CI i T Ur r UK I UTILITY PL. PREPARED UNDER THE DIRECT SUPERVISION Of / APPROVED: clTv e CHECKED BY: _ WATER tr YJ 1218 W. Ash, Suite C Windsor, Colorado 80550 CHECKED BY: Phone: (970) 674-3300 510 MW Fax: 1970) 674-3303 CHECKED BY: PARKS N T E R W E ST C O N S U L T I N G G R O U P CHECKED BY: 1RAFF CHECKED BY: MIMI--^ REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: HORSETOOTH/ZIEGLER ROUNDABOUT CITY OF FORT COLLINS, COLORADO MPo I MPO z� ' SCALE: DATE: CHECKED BY: DATE: I ZIEGLER CROSS SECTIONS ENGINEERING DIVISION �t,o1�°���°i'�D® "-30' H 1"=3 vI 1/23/08 �1 _ J� 21+00 17+ 50 4928 4924 4920 4916 -60 -40 -20 0 20 40 60 80 100 -60 -40 -20 0 20 40 60 4928 __j UT I I 492 N / - 1.61 \ I RAISE GRAD WELLS WITH SO THAT VERTICAL DROP IS LESS IN TREE COBBLE THAN 3 \ ^ \\ 492 I m I E N I m 491 N � 17+00 4928 4924 4920 4916 18+50 19+50 3 4 4924 0" 0 4920 6 4916 492 - 1.79 � N N 49 I I J E N 491 m IT N N IL 4 4924 20 4920 6 4916 \ E N N � l I \ I E N N m 0 y m TO E N N m 4924 4920 4916 4912 —60 —40 —20 0 20 40 60 so 100 0 492 -2. x w 49 R I I 491 N N y O I E N N m 49 4924 4924 4920 4920 4916 4916 20+50 'TT N N 4 I N N N N O } m 4 20 6 12 4924 4920 4918 80 100 -60 -40 -20 0 20 40 60 80 100 -60 -4 -20 0 20 40 60 80 100 18+ 00 19+00 20+00 4924 4920 4916 _60 _40 -20 0 20 40 60 80 100 -80 -40 -20 0 20 40 BO 80 100 -60 -40 -20 0 20 40 60 80 100 -80 -40 -20 0 20 40 60 80 100 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERINEST [CON SULTING GROUP 492 UTILITY LOCATED W/ PAINT - NOT POTHOLED N 492 _ Jrn 1 I I PIK 492 N m UTILITY LOCATED W/ POTHOLE N m m � 4916 8 4924 4 4920 0 4916 C4 O N � 3 � ' - cn 2.05 RAISE GRADE IN I, WELLS WITH COB N SO THAT VERTIC DROP IS LESS I m I E 1 N m SATE: CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 4924 4924 4924 4924 TREE BLE AL THAN 30" I \ I 4920 4920 4920 4920 m N N 4916 4916 4916 4916 O 1T1, '•' E FT N N I I � 1 I N N E m DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO SCALE: DATE: CHECKED BY: DATE: City otCltp YwColi� J"=30 H 1"=3 VI 1 /23/08 w 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: lof�!�M CITY 11 CHECKED BY: _t> WW/AAT�TER k CHECKED BY: aL(Yi� STORM CHECKED BY: PARKS CHECKED BY: TRAF CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT ZIEGLER CROSS SECTIONS 23+50 P Q 4924 4920 4916 4912 22+00 W. 3 0 492 N N 49 a 491 N N mf N N y m } 491 4920 4918 4912 / 4 m 1 N N � m 4920 4916 4912 -60 -40 -20 0 20 40 60 80 100 4 23+00 3 20 4920 8 4916 n A M n W Oi cd w N N m 1 II N N O m 4920 4916 4912 -60 -40 -20 0 20 40 60 80 100 - -60 -40 -20 0 20 40 80 00 IOU 4924 4920 4918 4912 21+50 22+50 3 ; A o 492 UTILITY LOCATED W/ PAINT - NOT POTHOLED 1 49 t w 491 N N UTILITY LOCATED W/ POTHOLE y 1, 0 N N m 491 4 4924 20 4920 8 4916 n Aale 4924 N N 492 -2. 2x 4918 N N O - N N m f 4912 24+00 3 0 4920 4916 Aefn O 49 o _ w 49 N N N N O f m 49 -60 -40 -20 0 20 40 60 80 100 -60 -40 -20 0 20 40 80 eo 100 —IOU -0u -0v -r - -- -- -- 20 18 12 R 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: an CHECKED BY: hi WATER & M 1218 W. Ash, Suite C Windsor, Colorado 80550 CHECKED BY: Phone: (970) 674-3300 sTOR1A\ Fax: (970) 674-3303 CHECKED BY: PARKS N T ERWEST C O N S U L T I N G G R O U P NM CrIl 04 4916 33+50 4916 31+00 4920 45 .097C 49 N 012 49' E r m E 4908 20 16 2 —100 —80 —50 —40 —20 0 20 40 60 80 100 909 32+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 3 4 4920 30+50 4920 4916 4920 4 4916 4 4912 4912 41 in y E —100 —80 —60 —40 —20 0 20 40 60 80 100 4920 4916 4912 RFVI� SI0NS 30+00 4920 4916 4912 —100 —80 —80 —40 —20 0 20 40 60 80 100 UTILITY LOCATED W/ PAINT — NOT POTHOLED 06X � vim 1.6 X UTILITY LOCATED W/ POTHOLE E 0 i 920 910 I 49' J i12 491 \ \ \ y 08 E 49C —ov —ov —4u —20 0 20 40 60 80 100 6 8 4912 4908 i \ 4912 4908 20 40 60 80 100 33+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 491E 4912 4906 4904 20 16 2 —100 —80 —50 —40 —20 0 20 40 60 80 100 909 32+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 3 4 4920 30+50 4920 4916 4920 4 4916 4 4912 4912 41 in y E —100 —80 —60 —40 —20 0 20 40 60 80 100 4920 4916 4912 RFVI� SI0NS 30+00 4920 4916 4912 —100 —80 —80 —40 —20 0 20 40 60 80 100 UTILITY LOCATED W/ PAINT — NOT POTHOLED 06X � vim 1.6 X UTILITY LOCATED W/ POTHOLE E 0 i 920 910 I 49' J i12 491 \ \ \ y 08 E 49C —ov —ov —4u —20 0 20 40 60 80 100 6 8 4912 4908 i \ 4912 4908 20 40 60 80 100 33+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 491E 4912 4906 4904 920 910 I 49' J i12 491 \ \ \ y 08 E 49C —ov —ov —4u —20 0 20 40 60 80 100 6 8 4912 4908 i \ 4912 4908 20 40 60 80 100 33+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 491E 4912 4906 4904 —ov —ov —4u —20 0 20 40 60 80 100 6 8 4912 4908 i \ 4912 4908 20 40 60 80 100 33+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 491E 4912 4906 4904 \ 4912 4908 20 40 60 80 100 33+00 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 0 491E 4912 4906 4904 E \ 1 1E 1 \ I \ E \ E m r 4918 4912 4908 4904 —80 —60 —40 —20 0 20 40 60 80 100 32+50 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT a 0 31+50 - FUTURE CONSTRUCTION - NOT IN THIS PROJECT 4911 4 O 20 r r1 920 49 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 16 2 4917 4908 4904 4916 4912 4908 30 15 O 30 HORIZONTAL SCALE: I IT = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVIS1011 OF APPROVED: ~4 CITY NGIN EI 4904 CHECKED BY: r4k 1218 W. Ash, Suite C WATER k WASTEWA' Windsor Colorado 80550 CHECKED BY: Phone: (970) 674-3300 sTORInwA v Fax: (970) 674-3303 —60 —60 —40 —20 O 20 I CHECKED BY: 40 6O aQ 100 N T E R W E S T CONSULTING G R () I1 P PARKS a RECRE \ 1.9 — , 9 r •� H E N E r d m DESIGNED BY: DRAWN BY: APPROVED BY: ton_ MPO I MPO SCALE: DATE: CHECKED BY: DATE: City of Fort Collins „1 "=30' H 1 "=3 VI 1 /23/08 _ HORSETOOTH/ CHECKED BY: TRAFFIC ENGIN CHECKED BY: ZIEGLER ROUNDABOUT SHE 2 ZIEGLER CROSS SECTIONS IM C1D N 4920 4916 4912 43+00 0 UTILITY LOCA D W/ PAINT — NOT POTHOLED / I I \ m UTILITY LOCATED W/ POTHOLE I in m I ILI m 0 � m m m 0 LLL •1: :1 :1 I 10 • / 1 4920 4916 4912 F1•: 42+50 J \ 4920 4920 CON POI AND TO I 4916 4916 4912 4912 44+00 3 492 12` RCP TRACTOR TO I I HOLE POWER FIBER PRIORFL 11 NSTALLATION 491 \ / I I I 491' Is m I O n •/: 1 • 1 / • / 1 4920 4920 4916 4916 4912 4912 •1: 43+50 3 •. • 40 60 80 100 Q \ N \ 0 I m I 0 m O m 4920 4916 4920 4912 4916 ITl 44+50 Al 49 — 1 � I I 49 N N p m0 m 3 n 20 u 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' CITY OF FORT CC UTILITY PLAN PREPARED UNDER THE DIRECT SUPERVISION OF DTI APPROVED: CITY ENO CHECKED BY: m TES WAR k A 1 tj CHECKED BY. S10RMWATE CHECKED BY: PARKS a R CHECKED BY: TRAFFIC E CHECKED BY: REVISIONS: DATE: DESIGNED BY: (DRAWN BY: APPROVED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SI CITY OF FORT COLLINS, COLORADO r, MPo MPo SCALE: DATE: CHECKED BY: DATE: HORSETOOTH CROSS SECTIONS ENGINEERING DIVISION LYIy of rDEc cDi„Ee w - � =30 H 1 =3 v 1 /23/08 „ I w _ rl • :• :• 11 4912 1 1 1 11 1 1 1 4912 —100 —60 —60 —40 —20 0 11 20 40 60 80 1D0 1218 W. Ash, SuRe C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 NTERWEBT CONSULTING GROUP 47+00 M cc 1 46+00 49 U LITY LOCATED W/ PAINT - NOT POTHOLED *0A4% - .54% -- r — — — 49 I UTILITY LOCATED W/ POTHOLE 49 4920 4916 4912 4920 4915 4912 4908 •.0 20 40 60 so 0• 46+50 4 3 4920 4920 4916 4915 r J 4 4912 4912 49 48+00 920 1 4918 TIFY 491! i 912 4912 1 y 08 4906 -100 -80 -60 -40 -20 0 20 40 60 H 4908 4908 -100 -80 -60 -40 -20 0 20 40 60 80 100 4920 4916 4912 47+50 4920 20 4916 IB 4920 4920 4920 4916 4915 4912 4912 4912 12 -100 -80 -80 -40 -20 0 20 40 80 80 100 49 _Inn 4908 4900 48+50 16 12 -80 -80 -40 -20 0 20 40 60 80 100 -60 -40 -20 0 20 40 60 08 49 49 r � FF 49 49 VISIONS: DATE: - L`ESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPo I MPO ' SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION C y;D1 r_,._.;. C_ 10=30' H 1•=3 VI 1 23 08 I - °Mf6T' ze5= ,.,...a».,,..�.->:: , .=-.s^rn..Ae-.�-..>_- ...,.: ..�--.-....--�"-'--.z.-... ....,..,•,,x_, `,�,v _ "'^_,... ,:...,�..,.,-... _;T -,ate :::r .d,.,,_,..._ II 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED:e�*10121 CITY ENGN CHECKED BY: 1218 W. Ash, Suite C WATER k WA TE',�II////_ ',, s,ty� Windsor, Colorado 80550 CHECKED BY:,AS(df/ )h..j Phone: (970) 674-3300 S70RMW�ATTTEEEE--`R Fax: (970) 674-3303 N T E R W E E T CONCHECKED BY:SULTING GROUP PARKS h RP CHECKED BY: TRAMC EN CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SFII f HORSETOOTH CROSS SECTIONS 4920 4916 4912 4920 4915 4912 4908 •.0 20 40 60 so 0• 46+50 4 3 4920 4920 4916 4915 r J 4 4912 4912 49 48+00 920 1 4918 TIFY 491! i 912 4912 1 y 08 4906 -100 -80 -60 -40 -20 0 20 40 60 H 4908 4908 -100 -80 -60 -40 -20 0 20 40 60 80 100 4920 4916 4912 47+50 4920 20 4916 IB 4920 4920 4920 4916 4915 4912 4912 4912 12 -100 -80 -80 -40 -20 0 20 40 80 80 100 49 _Inn 4908 4900 48+50 16 12 -80 -80 -40 -20 0 20 40 60 80 100 -60 -40 -20 0 20 40 60 08 49 49 r � FF 49 49 VISIONS: DATE: - L`ESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPo I MPO ' SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION C y;D1 r_,._.;. C_ 10=30' H 1•=3 VI 1 23 08 I - °Mf6T' ze5= ,.,...a».,,..�.->:: , .=-.s^rn..Ae-.�-..>_- ...,.: ..�--.-....--�"-'--.z.-... ....,..,•,,x_, `,�,v _ "'^_,... ,:...,�..,.,-... _;T -,ate :::r .d,.,,_,..._ II 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED:e�*10121 CITY ENGN CHECKED BY: 1218 W. Ash, Suite C WATER k WA TE',�II////_ ',, s,ty� Windsor, Colorado 80550 CHECKED BY:,AS(df/ )h..j Phone: (970) 674-3300 S70RMW�ATTTEEEE--`R Fax: (970) 674-3303 N T E R W E E T CONCHECKED BY:SULTING GROUP PARKS h RP CHECKED BY: TRAMC EN CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SFII f HORSETOOTH CROSS SECTIONS -100 -80 -60 -40 -20 0 20 40 60 H 4908 4908 -100 -80 -60 -40 -20 0 20 40 60 80 100 4920 4916 4912 47+50 4920 20 4916 IB 4920 4920 4920 4916 4915 4912 4912 4912 12 -100 -80 -80 -40 -20 0 20 40 80 80 100 49 _Inn 4908 4900 48+50 16 12 -80 -80 -40 -20 0 20 40 60 80 100 -60 -40 -20 0 20 40 60 08 49 49 r � FF 49 49 VISIONS: DATE: - L`ESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPo I MPO ' SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION C y;D1 r_,._.;. C_ 10=30' H 1•=3 VI 1 23 08 I - °Mf6T' ze5= ,.,...a».,,..�.->:: , .=-.s^rn..Ae-.�-..>_- ...,.: ..�--.-....--�"-'--.z.-... ....,..,•,,x_, `,�,v _ "'^_,... ,:...,�..,.,-... _;T -,ate :::r .d,.,,_,..._ II 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED:e�*10121 CITY ENGN CHECKED BY: 1218 W. Ash, Suite C WATER k WA TE',�II////_ ',, s,ty� Windsor, Colorado 80550 CHECKED BY:,AS(df/ )h..j Phone: (970) 674-3300 S70RMW�ATTTEEEE--`R Fax: (970) 674-3303 N T E R W E E T CONCHECKED BY:SULTING GROUP PARKS h RP CHECKED BY: TRAMC EN CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SFII f HORSETOOTH CROSS SECTIONS VISIONS: DATE: - L`ESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO MPo I MPO ' SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION C y;D1 r_,._.;. C_ 10=30' H 1•=3 VI 1 23 08 I - °Mf6T' ze5= ,.,...a».,,..�.->:: , .=-.s^rn..Ae-.�-..>_- ...,.: ..�--.-....--�"-'--.z.-... ....,..,•,,x_, `,�,v _ "'^_,... ,:...,�..,.,-... _;T -,ate :::r .d,.,,_,..._ II 30 15 0 30 HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 3' PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED:e�*10121 CITY ENGN CHECKED BY: 1218 W. Ash, Suite C WATER k WA TE',�II////_ ',, s,ty� Windsor, Colorado 80550 CHECKED BY:,AS(df/ )h..j Phone: (970) 674-3300 S70RMW�ATTTEEEE--`R Fax: (970) 674-3303 N T E R W E E T CONCHECKED BY:SULTING GROUP PARKS h RP CHECKED BY: TRAMC EN CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT SFII f HORSETOOTH CROSS SECTIONS M UD N t— v W N L:+°/ ltbn x - Curb Trar Length W ped"' + Y - Parkway Width In Type I Approach W = DrHeway Width (See Crewing 707) t - Concrete Thickness - minimum 8' Type i - With Detached Sidewalk oell� i Type 11 - With AtterXred Sidewalk Y ` � �yRgAar tc Ohapter 2a for minlmUm removal dlmenslona. PERSPECTIVE Ramp If rwx)mw■ry Right of wary lire' 1 NOTE 1. Concrete drWewey must be provided to the property Ilse. Expansion )olnt M drive continues as concrete W - Width A B N t5 y Nr W � = 2r lliteled b 9ldowcxeMc :1�Z rrl,m Sedc of curb verles N -,S, TYPE II STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 2 EACH tr BLADES MOUNTED POST WITH a EACH DRIVE LNYLON RIVETS WITH WASHERS aassleoro,aPat Pill-1'STOP SON 90" HIGH DENSrrY1O AMOND GRADE, SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SON FACE (ON TOP OF THE SON). THE BOTTOM OF THE SON SHALL BE MOUNTED WITH 1 EACH W OW-1/2'HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE AND SECURED WITH 1 EACH 6/1e HD( NUT ON THE BACK S1DE OF POST. CRIIER A FOR S14OLE POST Mu Sipe Pane A/ICh fth \ I Poe side } 3B'x311 225x22b'n3O 2x202-0' r 12ompe 2'x2xloo 12 GAUGE TELESPAR F 2-IX'x3 _ 3' )M T aJ� U F D011b 2 1/4'Anchor (22F12A31) See F gum 15-1 NOTES: 1. Attach the Sign p irl tightly, to "a poet and use ooeralzed washers to keep the Sign from brsak! ig loose from the poet when ha by a vehole. 2. Sign panels should be mounted a minimum of 7 feet above the paverrient or ground. 3, Signs larger than 36 Inches in length or width require whd bracing and special pow design. 4. Anchor Stub and past are Square steel Woe (perforate. 5. Al 'No Parking Signs Shall be Intrtelled at 46e from Flow Line, SIGN POST LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1401 Depress rlrlg /Me 10 Cxe' below ad)acent finished street grade Flr1al aaphi It 1Mt, overlay or grade adjustment Existing bees course J, Support with Steel Shine and I wish High Strength Grout Sove up to meteh rIninhed pevemerK I Straight out around ring �— b -. Oontxate grade Ono + — to match Slope or —f finished grade Shim/Grout �_ Grade Arp NOTE: t Grout ahail be a mbth" of I OD Ibe Grout met, 215 be water (3.12 Gel), and 1001be of Send oorb"Ing to ASTM t336, 2. Manholes III not be loom ad in orosspmm, gutters, or wheal path. 3, Shim and grout to meKe ring and cover flush with the Nnlshad pavement surface. Mar tole STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 I U i it i N i e x awns EII�II CROeePAN III I I mrrry vbev� TOP aAR ePECIFW II l e I I ul DarneW wieoo it I i Tel I i Ip� I II i M N016 II I I II 1 �! ■ 1 Mar•or,--IIP bYItlEPrIrJ Y \Vp PMc,vE rPVM T I II I 11I r II I L\t'aNrI DKh Yy+ebP p\fj—Irr A111 I ^b\%'»wJ�N»PP i II I 1 (xeeben Mb IeErP fwr 4mllw¶ �I� ``11 \op crPleren 1 ��,M I II I I 111 �'IwgP J�11 I rv`rbl dwPerwn 11 1yI i oemnw,emurrp[bra lblb OlOJ 1 I 1S anmrmma\er, yrp y,Gen»anLror / II -Mr'M (WwYw4ew Al1NI,LL 1 1 i n i e6 MM le'M\Ibr®rrbrin»rwl sent o,bb 1, \'1„ rLmnwmrewv ebv'b\wr}r\E mew wme i � wleP•.nv� weep �r � l L rrsersw6-��� .r�.". 1 T •wr��rrr 3 y ifs.. ____ IrrUa$jxt ,4llep\eretl — 0.bRpbr n mmom rarrr,r.w F 0 ` S WA i_K. Art A -- [,: IN G S x I}tYeE� FL 4 M,b -_- w}eeawsrn exlxrae� �+y,^aam ��Ira /—r ii Wes------- •!• `• K �. �' _. �`` ib m--------- ••a.K K i .{__—______ r b° , °Y II I ll i � EE ,.. ae}pEan TMebrrbeernbrr Oxp Arre M" M b.aRlmr NrN IlVrri \blli rrTllbb r» Omtlrs6i w0®„a a bK w,Nr, m }\ADr IOW r\rPP er \.mrw.»r>ro rr rnnnr r» \w fy T, NO 011081 eTOP ash 6PECF'm STANDARD PAVEMENT MARKINGS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 =DRAWINJG URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 Mr arP"werN r\W.rinitl I!leeb\tlbebler�rrlrrr4r0} bs e�lree M I,rerwwrr M1On4Ir0PPtlP P'WOP PPO WrlMr,h, tlM9F'fiF b.e lE eaibp l+`el'bP PIwe eMwrP b Ne Pv/nvrrl'mv rq ar.Fn,llry burlq nC waMm /,DV rw bP Pewq wFxrmamP.w Iv. rc Melewle ,rn6.W wrr MF MwxweDv wNeO.n M ✓e rr a Inlx`rM'il Cvl» P,errt.rpey91n t PrneM'xln» PKwez rernµr!tyµ9 ,.ar - MreP,eD FDrrrN errl'.va I 'i - .. ITOP.IUFe' •`IProm..'tMr`PlNwrw MmrMe elMCb'brrw,b woes„a'u VYI' W►i rpoN�}b rtlab» � � rrwxrwne\wer}e0r.1 IA-- f.Flp TB W.nTIrMm DA Hd, Irrr Ymve, b.» IXM, eDM M MMM rMOMN .puxe0 bekP InWP DIIBn O, T.n Mlm re tleG r![..nPq%BPo N'I.U-.y\4nMR reWJ ,preen rr,w,.q rn mr .41 rener,y lw. nqe+oeaerr »Li'I'w WN\LL'b rePl'e bPn redatlavrneRlb � V wnb »rmva. rrwrw ODMI/6K » elOp Fe Vq,tl p\ �ro MA MIBSEN,µ IM'IE T'rA11. m �.r.»owrM N}n'JOw Im, Av rash Mpe d ne rbmMrp b rw�,era »� mreronr mrnm cwowva wm+vf ,.wmeum Mel n Ytl rr aP rent» r1M2\uAr w�`» row • r. I. ... i... wwox,oxrwasrwr RAA ¢` Pao. xeeeesm � .� YPVI IemrY'Rr ErYlwq•.rW � MrebeY^a re lrrnyrr --__. ,yDMm N blyergnN nl lYpneG MT wr! _ 1 ` pewrrPn.e 1D w eweDb "" OIDT i�rrlM1+m.� I 10 630 w "' -.. Fu rrrlr\Ptl ar�N so wb uo brcD. rmn,a urrrwlrlb -_ . 1 1 -1—+F —rnnlr lxrrr, ulr e • I 1 1 i r 1 Ol oww\ � u,re wrrrrer..p.wln».r\ __ e � I enOmw,}ream A.}r�rr>,p. a• are 1 B r rw w. STANDARD PAVEMENT MARKINGS W/TURN LANE LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/02/01 1404 /-... Flow Line 1 Curb a' whroa t.lne '- 81 20' O a 20 _...I 2 . ..„ _ "_ . , _ ___-_---•�—__ �;.._._._.._,-.-----ter--__ _-4----------��--.._,_ .,_ ......____.-.____._ .a_. _..._,._ .._s..._:._. DESIGNED BY: DRAWN BY: APPROVED BY: INTERWESTM C O N S U PREPARED CITY OF FORT C UTILITY PLA APPROVED: CI7Y ENI CHECKED BY: Ar WATER & As CHECKED BY: 1 STOR WA CHECKED BY: ,PARKS CHECKED BY: TR FFIC CHECKED BY: 1 MPO MPO HORSETOOTH/ZIEGLER ROUNDABOUT SCALE: DATE: CHECKED BY: DATE: ������� any at YDTL Collins N/A 1 /23/08 „ 12' PEDESTRIAN REFUGE -HARDSCAPE MEDIAN COVER ARDSCAPE MEDIAN COVER 3.50' HARDSCAPED SPLASHBLOCK 8' CONCRETE SIDEWALK . 6" VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) TRAVEL LANE 13' CONCRETE ANDSCAPE AREA 13' CONCRETE WIDTH VARIES TRUCK APRON TRUCK APRON 1.0% TO 1 0% 1.0% 2.2% 6" VERTICAL CURB`;7/,X`%\: AND GUTTER WITH 1' GUTTER PAN (1" INFLOW) CONCRETE PAVEMENT SECTION (SEE NOTE 1) TRAVEL LANE WIDTH VARIES 1.0% TO 2.2% CONCRETE PAVEMENT SECTION (SEE NOTE 1) I I I I I I I I I I I I I I I I I I I i;ir I I I I --------------------------------------I A' -I I A i _ I HORSETOOTH ---~_-- ROAD -------------------------------- y,' 't I I I 1 v I I I I O I I O W SIGNS: 4" MOUNTABLE CURB AND GUTTER WITH 1' GUTTER PAN (1" OUTFALL) (4" CURB HEAD, 8" FACE) 6" VERTICAL CURB 6" VERTICAL CURB AND GUTTER WITH 1' AND GUTTER WITH 1' GUTTER PAN (1" OUTFALL) GUTTER PAN (1" OUTFALL) TYPICAL SECTION TWATT NTS 4" MOUNTABLE CURB AND GUTTER WITH V GUTTER PAN (1" OUTFALL) (4" CURB HEAD, 8" FACE) 13' CONCRETE LANDSCAPE AREA 13' CONCRETE TRUCK APRON TRUCK APRON 1.0X 1.0% 6 VERTICAL CURB 6" VERTICAL CURB AND GUTTER WITH 1' AND GUTTER WITH 1' GUTTER PAN (1" OUTFALL) GUTTER PAN (1" OUTFALL) 4" MOUNTABLE CURB AND GUTTER WITH 1' TYPICAL SECTION TTB-BTT GUTTER PAN (i" OUTFALL) (4" CURB HEAD, 8" FACE) NTS 4" MOUNTABLE CURB AND GUTTER WITH 1' GUTTER PAN (i" OUTFALL) (4" CURB HEAD, 8" FACE) 8' PEDESTRIAN TRAVEL LANE ARDSCAPE MEDIAN COVER REFUGE HARDSCAPE MEDIAN COVER WIDTH VARIES 1.0% TO 2.2% ` 6" VERTICAL CURB AND GUTTER WITH 1' GUTTER PAN (1" INFLOW) CONCRETE PAVEMENT SECTION (SEE NOTE 1) TRAVEL WIDTH \ 1.0% TO 2.2% CONCRETE PAVEMENT SECTION (SEE NOTE 1) O O LLJ z 0 O 0_ ____ ----------- EX ASPHALT X C&G ASPHALT PAVEMENT SECTION] (SEE NOTE 1) 6" VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) ZIEGLER STA 12+00 TO STA 15+50 TYPICAL SECTION NTS FW U Z N J FL —FL 49.5't EX PAVEMENT - w z u, C- ----- T\------------- �EX SIDEWALK `EX ASPHALT VARIES 40' TO 6.5' PROPOSED 8' CONCRETE PAVEMENT SIDEWALK i N qk EX CMG ASPHALT PAVEMENT SECTION (SEE NOTE 1) ZIEGLER STA 15+50 TO STA 21 +00 TYPICAL SECTION NTS �6" VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) O X 3.50' HARDSCAPED SPLASHBLOCK 8' CONCRETE , SIDEWALK 6" VERTICAL CURB AND GUTTER WITH 2' GUTTER PAN (2" INFLOW) INTERWEET 6" VERTICAL CURB AND GUTTER WITH 1' GUTTER PAN (1" OUTFALL) ASPHALT PAVEI (SEE NOTE 1) NOTES: 1. FINAL DETERMINATION OF PAVEMENT SECTIONS WILL BE PROVIDED AT TIME OF CONSTRUCTION BY GEOTECHNICAL ENGINEER. PRELIMINARY PAVEMENT SECTIONS (PROVIDED BY CITY OF FORT COLLINS): CONCRETE SECTION: 8-j" ON PREPARED SUBGRADE ASPHALT SECTION: 2" GRADING S (64-28) 2" GRADING S 5" GRADING SG 6" ABC ON PREPARED SUBGRADE 2. SEE SHEET 9 FOR CURB AND GUTTER DETAILS. 1218 W. Ash, Sune C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 CONSU LTING GROUP m-.•" -. -_ - - --^ i-- --------- --- ATE: I (DESIGNED BY: DRAWN BY: APPROVED BY: I HORSETOOTH/ CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION City of kurl Copine ELB OUL SCALE: DATE: CHECKED BY: DATE: N/A 11/23/08 I PREPARED UNDER THE DIRECT SUPERNSION OF CITY OF FORT UTILITY PL APPROVED: Ad CITY I CHECKED BY: R WATER CHECKED BY: /% STORMO CHECKED BY: PARKS CHECKED BY: TRAFF CHECKED BY: ZIEGLER ROUNDABOUT TYPICAL SECTIONS 1 CU Ti N T X 16 12 It X [: Q N ^ T C iZt 3XV am m N j c6 Ni J W � � X 1 "4 3� N E J Z�N.t'v T— g,, v I N Q O W Z Q C > URBAN ROUNDABOUT SIGN DETAILS LACOUNTY URBAN CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS TREET STANDARDS DATE: 04/01/07 1 1412 ' Y (Radlw vanes) Curb to retain Trene'ton ground beh nd the of walk Truncated Dol walk, if needed. \beds (tYP) Waming Deftil Wood Most P finish thru rernp 1 �1 Broom finish b� e nutter � .TF �\ Curb (optional CORNER LOCATION Only if needed Woodfloat oat finish gnu ramp Transition back of walk (typ.) well kodBroom finish es 1� erg- Broom finish 5 T e Truncated Dome Werning Detection MID -BLOCK LOCATION at the Comers of the 3 auneeted dome Warning b 2 v e° trunoetod don; Wem ng detect on E"c SECTION A -A NOTES: 1 • 6" Thlcknesa applies to all murrp area. 2. - 1.26 Unless a landing behind ramp (then ramp can be 1:12 With 1 20 on the truncated dome warning.) 3. See CONST. DWG. 1806(a) Fred 1007 for Fort Collins. 4. See OONST. DWG. 1614. 1618 and 1618 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 Z LU F wQ 11 o "S 1 O 2 uJ p b e'W z aw B S S m to m STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1413 ,.d' TnAtarnoN A as nr,l ,Ir 1tW1#110N Iheroeb/ Owr 4• I yr rlmml/ Dlbetbn .40 am r Cuts J r Dune to — ante 01" r tw er ee 1:25 elq 1:12 SiL (rl rL I` ^� NAIL ` p enwII WAr t a arlac e. RAW WITHrNnrAur eaLtm elcancels PLAN VIEW SECTION A -A N.T.i aTL NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE, SD( INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED N CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS a INCHES. 3. JOINT PATTERN TO BE ACCORDING TO INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCA ENTITY 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 6. A 6 INCH WIDE CURB MAYBE POURED AT THE BACK OF THE RAMP AS SHOWN F REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER. UP TO A MAXIMUM WIDTH OF 9 FEE. 7. THE RAMP LANDING MAYBE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT A APPROVED SHAKE-0N' PIOMFW BE USED TO COLOR THE LANDING AREA. . T- THICKNESS (AS SPFCIFIED ON PLANS OR LOCAL FINTTY ENGNFEl PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) I.ARIMER COUNTY CONSTRUCTION REVISION NO: I DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606 A - � - A.'.'. . DeXoled aWewek Bidewek ` - Atbil ld 1100l 2-a TO eo MT EL UP e' CammlerolN a' ResMnNl 1?Efpenel/n JuIM m~6 ITExneraarl JO"fin Meter e' — DETACHED ATTACHED a SIDEWALK DRIVEWAY Sol SECTION A -A A9 edeMlk Thelo ane'-' Bea minlmAn NOTE' 1. Sldawelk Dredl she" reme'n tnntbwnl eaam dr\ewey 2 For dr ewer dal ral menb, Ne 000011T. 17W0. 7es a 7m. 8. This dere" ePP'ee to Resdem.el a t%oe**1ero4drhewero STANDARD SIDEWALK LAURBA COUNTY URBAN CONSTRUCTION REVISION NO: 1 DRAWING N AREA DRAWINGS STREET STANDARDS I DATE: 04/01/07 1601 FORT COLLINS ONLY OUO3 la to A met s • t I RESIDENTIAL LOCAL STREET ACCESS RAMPS LAURBA COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN S AREA DRAWINGS �- STREET STANDARDS DATE: 04/01/07 1606(a DESIGNED BY: DRAWN BY: APPROVED BY: ;. MPO MPO SCALE: DATE: CHECKED BY: DATE: cr D1 >` C--='= N /A I 1 /23 /08 Ill Bide 111 b sue L4 Per toot ` r .. . e : } NOTE Canemrn edeYA'k Wet )0 rllr et,0 Intsnab . - ano a D"ed w'M eo0r'n° on cuM ATTACHED SIDEWALK DETAIL 2 El Mnurum+At Ml q fit DETACHED SIDEWALK DETAIL �oM jorl l q 1At 1N�SIAa THICKN�58 R1N" %fir • ' t NSTALL IN LOCATIONS SPECIFIED , WEAKENED PLANE JOINT 'N Dt1A=q 22EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 FORT COLLINS ONLY b E sbE LL I � RgQQepp ��� i as+ Ta En M3 3 C w ' GrN iN+ pip' 6 Y 'yes i 0D +N+r+ic L N NNIV 9j p;3 E� N � Ts tp6 y'.y@j[ryJ�� yC l+7 i`����bm�I�CGGG SFi� C I N � LL 8 E �. 40 tangs lg 1 If All Ft 111 �a3!r• 51a 111rJt111 �2511aa 1z Nmyry r 8 y � z LL 19 4 Va'ee ) 1 ¢ 4 e'Impoula�':o c� TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1607 HORSETOOTH/ZIEGLER ROUNDA DETAILS INTERWEST= C 0 N S U L BO PREPARED U CITY OF FORT CO UTILITY PLAN APPROVED: / CITY ENGI CHECKED BY:Ak WATER _ �h,�WASTE � CHECKED BY: 1XaL STORMWATEF CHECKED BY: PARK RE CHECKED BY: AFFIC r CHECKED BY: UT IS I 1 V SECTION A -A Nltrllrrxrn ares of —. _.... noes bland 50 ffR Warning Detection (typ ) A Min ooa op Bar et ffic signals 001401rrl tOwidth street 014"ifiMbOn NOTES: peel toe � ehA dsl eelhrotaAtl 2. Pedestrian refuge Wet shell be In line with =05 walks. 3. Cros.•+.velk to lire up with ramp 6 Rill Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION RFVISION NO: 2 DRAWING URBAN AREA DRAWINGS DATE: 04/01/07 1608 STREET STANDARDS - FLOW -FILL 12 IN. L MUELLER HYDRANT NUMBER A-423 OR WATROUS PACER 250 ' LOCATOR STATION (PVC PIPE ONLY) 6 IN. PLASTIC VALVE BOX 18 IN. to 22 IN. EDGE OF SIDEWALK OR BACK OF CURB NT DRAIN OPENINGS REMAIN CLEAR OF OBSTRUCTIONS - RESTRAINER—\ JOINTS 6 INCH DIA. PIPE 54 INCHES MINIMUM 66 INCHES MAXIMUM BOX ENCE R 02641) I I I L d W � I E E, I Nam I I ' _�Iilhifiljllll111i(ii�i�ll�ll'IIfifI�fII�I�11IjII�fi�Ilillillir(�ill.��llll��l����i�rr� � N 7 1 f f- TI I L 1 P, I I < 7 $ (i a=oti �.o-80v ti B gob t 7 'O y0«�' b'dm0 ice' C4 `V v F O a Nga 0 O e N U KJ ~ Ca U a) DECORATIVE CONC. CROSSWALK (PATTERNED/COLORED CONC.) LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS DATE: 11/08/00 1610 STREET STANDARDS CLASS A BEDDING LOWER LIMIT OF TRENCH WALL SLOPE DENSELY COMPACTED MATERIAL 1/1 PIPE O.D. L PIPE O.D. + 5 11I •3000 P.S.I. I CONCRETE I 1/8 PIPE OR 6 IN. CLASS C BEDDING TRENCH WIDTH AS SPECIFIED I CLASS B BEDDING TRENCH WIDTH AS SPECIFIED LOWER LIMIT OF MIN. TRENCH WALL SLOPE DENSELY 0.0. COMPACTED MATERIAL COMPACTED 12 IN. MIN. 4 PIPE O.D. GRANULAR MATERIAL OR PIPE O.D. OR { N MIN. ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED I` LOWER LIMIT OF--/ I LOWER LIMIT OF ,'^., 12 IN. MIN. TRENCH WALL 12 IN. MIN. TRENCH WALL SLOPE SLOPE _4 WIRE DENSELY COMPACTED UNIFORMLY + PIPE O.D. TtACER (PVC WATER WONLY) MATERIAL + PIPE O.D. GRADED ROCK OR ACTED 7�, 1/1 PIPE O.D SELEPD GRADED GRANULAR MATERIAL SWIVEL TEE COMPACTED GRANULAR 1/6 PIPE 0� 6 IN. MIN. MATERIAL CR 4 IN. MIN. UNSTABLE SUBGRADE SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 00 �0 o�jo8�o�oCioB RESIUENT SEAT � O OOO p°° O06 0 0° o�06 0O 18 1N. GATE VALVE O °OQ OO 0°OOOOp O°OO °o°oho° O°oo�0° O°oo a MIL SHEET OF HYDRANT GRAVEL POLYETHYLENE CONCRETE (REF. SECTION 02644) THRUST BLOCK BLOCK 24 INCH MIN. THRUST BLOCK NOTES (REF. SECTION 02644) NO LANDSCAPING (TREES, SCRUBS. BOULDERS, ETC.), RETAINING WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN POLYETHYLENE. TIFIB OY DIIA RG CITY OF PORT COLLINS UTILITIES WATER FIELD OPERATIONS FIRE HYDRANT INSTALLATION -_.-. P.O. BOX ICOERACO. 60660 l pt°f brt C°Ilim (970) Ee1-67M DATE: LOWER LIMIT OF ' TRENCH WALL SLOPE LOWER LIMIT OF 12 IN. MIN. TRENCH WALL SLOPE ' DENSELY ° o000 °oo°O°o o°s00000°�o 000 •° , R ,• COMPACTED • o° °° O °Ood'O 000 Oo.Pp o$ agog °°op COMPACTED GRANULAR BACKFlLL o• • o o°o° o yo°osgOqooQ° UNIFORM GRADED ' GRAVEL ' •p°�8(>0 + o °po 0 FILTER ° p MATERIALS 41N. MIN. PERFORATED OR 000�00 o°o°DOoO°o0°0 000O o° o°o Bo DO°0� °D0p BIN. MIN. SLOTTED PIPE FILTER 1 1/2 IN MATERIAL ROCK NOTES: LARGE STONES, 1. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. BROKEN CONCRETE, ETC. (IF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, 'BEDDING MATERIALS" FOR GRADATIONS. STORMWATER BEDDING REQUIREMENTS RenR® Dan: 01/16/04 CITY OF FORT GOWNS STORMWATER APPROVED: DETAIL DATE' 1/12/00 _ D DETAIL UTILITIES CONSTRUCTION DETAILS s RRH r+m.. I DRAWN BY: SKC CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION HUT "' /a•� YwVNJII[O JOMf 1/4 WWTFRMLUIRa JITNT 1 /1•R¢Y99 1 p _ 1/4• , anted I/a a ,/� ,xom • p 31r MLA -1� y/tl' wit" Roo _ A A nao p d SAWED JOINT - SEAL AT �® CONSTRUCTION JOINT " LONGITJDINAt JOINT, T/3 TRANSYERSF JOINT, T/4 PATTERN: 11PROCFORM --17" Ww-F STOP TEXTURE MATS .�.f PAR Pv "i`RFFT PR'h' FM-35DO CAL WEAVE 24"x24" COLOR: TILE RED • i COLOR: 111E REDso ,. / I 2 1 i 11/ PATTERN: BRICKFORM TEXTURE MATS FM-35M CAL WEAVE 24°x24" COLOR: RI LIAR M '2" O."'- -TYPICAL CROSSWALK DETAIL R.T.S. ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAiIINGS DATE: 11/08/00 1612 STREET STANDARDS _ /RF PCE $V NP P\�g0C ROPV SO- 4 ,/4, 4\ 1/2*-3/4" FILTER LATER 1 1/2"-3" ROCK 1' CAST IRON RECESSED LID WITH WORM LOCK ZEII INSTALL UD 1/2 INCH ABOVE ' FINAL LANDSCAPED GRADE CAST IRON FROST 10 IN. RUBBER OR PLASTIC PROOF METER BOX INNER LIDCOVER CURB STOP 15 IN. RECOMMENDED 14 IN. MIN. ALLOWED 18 IN. MAX. ALLOWED LOCK TYPE INLET VALVE FT. METER 64 N. I METER BOX (NO ALTERATIONS OR EXTENSIONS 48 IN. ) 1 I PIPING \ INCH LAYER OF GRAVEL>0o° 1 1/2"T UNDER METER BOX _ COMPRESSION TYPE CONNECTION FO NO FITTINGS 5 FT. { FOR MIN. OF 5 FT. GENERAL NOTES 1. Do not install In any street, alley, parking area, driveway, sidewalk, drainage ditch or detention basin. 2. No landscaping (shrubs, boulders, etc.) or structures to be within 4 feet of meter box, or No trees within 10 feet of meter box. 3. Slope ground surrounding meter box away from lid at 2% minimum grade. 4. Make no plumbing connections (tees, couplings, etc.) in meter box. 5. All tees and connection fittings to be a minimum of 5 feet from meter box wall on outlet side. 6. Grade acceptance after meter box installation requires that the owner adjust meter box cover to 1/2 Inch above final grade. 7. If a pressure reducing valve is required by Plumbing Code, install valve Inside the building, Immediately following the main shut-off valve. I.. WATER MU OPERATIONS ST W DA R 1 IN, RATER METERS vTnnm/ �M DETAIL � r.R P.O. sea ass,1 �Io s ono , Co. some 113fANDARD ERTERIOR SETTING FOR 9 4 IN. AND 16 MW or roam COLUME i OWCH SECURELY TO STEEL OR WOOD POST COMPACTED BACK FILL RUs�_�J NOFF \ /15 T �� 6" MIN.J 4IN. APPROXIMATELY T Y �—III III —III III ��' ll` T 4 IN. X 4 IN. TRENCH —III—III—III III I —III —III —I I II III. I_III—II1-1I1HII I II- 1D IN. 1-1 I —I I —III III —III 11- MIN. -III—III—III— III III I —III —III -—I III= III 1011—III—I I —I ;IIIIIII 1111111IIIIIIIIIIIIlIl1� II EROSION CONTROL i I- III —I I 1-1 I_I I III _III 1. INSPECT AND REPAIR GRAVEL FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH HAS BEEN SECTION VIEW FILLED. REMOVEC SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. GENERAL NOTES: 2. EROSION CONTROL MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER. 1. THE MAXIMUM TRIBUTARY AREA IS LIMITED TO 0.25 ACRES PER 100 FEET OF FENCE. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SILT FENCE APPROVED: CONSTRUCTION ENTRANCE CITY OF FORT COLLINS STORMWATER DATE: 12/1 U1IUiiES CONSTRUCTION DETAILS r rRH coDw DRAWN BY: DESIGNED BY: DRAWN BY: APPROVED BY: MPO I MPO City of rDT1 cvlBe SCALE: DATE: CHECKED BY: (DATE: ' N/A ( 1 /23/08 a � w DETAIL )-2 — L I HTERWESTM C 0 N S PREPA CITY OF FOF UTILITY I ROVED. ° /1-4 4 CI' :CKED BY: 2--, :CKED BY: STU -CKED BY: PAR :CKED BY: _CKED BY: �lRe�tas� M 00 co DETAIL B NOTE& _1 4'-6' ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES DETAIL A NOTES, INSTAL.I.ATMI* NEED TO BE TAMPED UNTIL WIRE/ROPE IS STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER �- SNUG WITH WATTLE. INSTALLATION, AND ON EACH SIDE OF THE WATTLE, LEAVING 4'-6' OF WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE STAKE PROTRUDING ABOVE THE WATTLE HAILING VIBE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT UR ACROSS T ROPE SHOULD BE TIED TO DTHET STAKES OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND 3'-4' ACROSS THE WATTLE, STAKES SOIOIK.D THEN BE DRIVEN FOUR FOOT ON CENTER. FOR EXAMPLE, ADJACENT ROLLS SMALL UNTIL THE HAILING WIRE OR NYLON ROPE IS TIGHTLY ABUT SUFFICIENTLY SNUG TO THE WATTLE. A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES _�J[, PREVENT INSTALLING , BUTT LENGTHS OF WATTLES, TO t 7F PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY A 12 FDOT WATTLE USES 4 STAKES AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE �\ STATUES SHOULD BE DRIVEN t FT. FROM END, ACROSS WATTLE. LEAVING 2 - 3 INCHES tF THE STAKE PROTRLIDTNG / 1 FROM AND ON EACH SIDE OF WATTLE LEAVING 1'-6' OF C. ABOVE THE WATTLE. A HEAVY SEDIMENT LEAD VILL TEND \ STAKE PROTRUDING ABOVE THE WATTLE, BAILING VIBE TO PICK THE WATTLE UP AND COULD PULL IT OFF THE \ OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR 1'N 1' VOOD STAKES STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE / GLASS FORMATION (FRONT TO BACK OF WATTLE 'A', NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK ACROSS TO FRONT OF WATTLE 'H', ACROSS TO HACK AND END OF YOUR 14ADDOX IN ORDER TO GET THE STAKE THROUGH /�/ / \/% BACK TO FRONT OF WATTLE 'A'). STAKES SHOULD THEN THE STRAW WHEN STRAW WATTLES ARE USED FOR FLAT \/�� \ BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DI / SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE \ DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN I'N 1' VCpD IS +S /\ ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER, IF YOU HAVE DIFFICULTY DRIVING I TYP. THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT WATTLES - DETAIL A/ BAR MAY HE NEEDED TO BEGIN THE STAKE HOLE. GENERAL NOTES, 1. WATTLES SMALL BE DISTALLED PER MANUFACTURERS SPECIFICATIONS 2. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO WATTL 'A'J>Q WATTL 'B' PREVENT FORGING AT THE MID SECTION, 3. RUNNING LENGTHS OF WATTLES SHOULD HE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE AHUTMENiS. 4. SPACING - DGVNSLE1PE BAILING WIRE OR VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD IE DETERMINED BY SITE CONDITION$- NYLON ROPE SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS, A GOOD RULE OF THUMB IS, 1.1 SLOPES - SO FEET APART 2L1 SLOPES • 20 FEET APART WATTLES - DETAIL B 3,1 SLOPES - 30 FEET APART 4,1 SLOPES . 40 FEET APART, ETC, HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE, FOR SOFT, LOAMY SOBS - ADJUST THE ROWS CLOSER TOGETHER, FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE ANTS HAVE FAILED IN THE PAST. SIDEWALK S. THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2' TO 5/e' REM IS ALSO ACCEPTABLE. WE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCITES ABOVE THE WATTLE, IB' IS A GBOD LENGTH FOR HARD, ROCKY SOIL. FOR SIFT LOAMY SOIL USE A 24' STAKE, PT THE AREA BENMD THE INLET 13 NOT SIDEWALK SIDEWALK CULVERT STABILIZED, A BMP SHOULD BE USED TO R ;I PREVENT SEDIMENT FROM ENTERING THE• INLET TOP BACK CURB EXISTING OR FLOW LINE SIDEWALK PROPOSED INLET �� (�yV INSTALL ►_ B' TO 10, DIA TO► BACK CURB VAT TLE 'T FLOW LINE LIP OF GUTTER J ` SECURE WITH SAND BAGS (TYP.) INLET PROTECTION SETUP daz�wiik_t wim LIP OF (BETTER L W FLOW STORM WATER LINE SEDIMENT INSTALL H' TO 10' DIA VATTLE DEPOSITION ZONE \ SECURE WITH SAND RAGS (TYP.) LIP OF GUTTER STORM WATER LIFE SEDIMENT NQTE, INSTALL B• TO UV DIA WATTLE DEPOSITI(B! INSTALL GUTTER VATTLE MIDWAY BETWEEN IMPACTED INLETS AND CONSTRUCTION DISTURBANCE. SElGS WITH ZONE INSTALL RAGS (TYP) GUTTER PROTECTION SETUP WATTLE FILTER DETAIL L/2 SOIL 6' GRANULAR BEDDING D = d50 = STATE CLASSIFICATION FOR NOMINAL STONE SITE. IF RIP -RAP TO BE GROUTED, GROUT SHALL BE IN ACCORDANCE TO ASTMIC1107-LATEST REVISION. GROUT SHALL BE VIBRATED IN PLACE, TOPS OF EXPOSED RIP -RAP WILL BE WET BRUSHED AND CLEANED OF GROUT TO EXPOSE RIP -RAP COLOR. SMALLER THAN INTERMEDIATE ROCK D50 RIPRAP DESIGNATION GIVEN SIZE BY WEIGHT DIMENSION (INCHES) (INCHES) TYPE VL 70-100 12 50-70 9 6EBR 35-50 6 2-10 2 TYPE L 70-100 15 50-70 12 9JB>B 35-50 9 2-10 3 TYPE M 70-100 21 50-70 18 12 35-50 12 2-10 4 TYPE H 100 30 50-70 24 18 35-50 18 2-10 6 TYPE VH 100 42 50-70 33 24 35-50 12 2-10 9 RMBURY TYPES VL AND L WITH NATIVE TOP SOIL AND REVEGETATE TO PROTECT FROM VANDALISM STORM WATER CONSTRUCTION RIPRAP DRAWING DRAWINGS WATTLES TOP DAM CURB FLOW LINE B BACK Or CURB I 3-1/2- 04 14' CURB BODE WARP - - OONSTR. JOINT REQUIRED O EACH END, F.L CURB BODE F.L. A 2A' A CAST MATING (711 Irc 1• RAISED I� LETIERINC I' C 12 C 1' q 12-1 SWEEPER SECTION TO BE LOCATED AT UPSINEAM SIDE O INLET ON ALL 2 UNIT INLETS AND LARGER INLET FRAME III I L--- -----I I_ ®II L - j LIP OF GUTTER SCUT Y FROM OPPOSITE I= - - - - - ENDS OF TWO TYPE 13 INLET FRAMES. j PLAN 2-3/e '4' o � B Ig 6 -i SECTION C-C 6' VERTICAL CURB 60 R ROLL OR SECTION t GUTTER SHOWN. EGUNALEM NOTE: OFFSET INLET EDR ROLLOVER AIJ LONG, BEAM CENTER OF MULTIPLE CURB AND GUTTERINLETS MATCH CURS BDX ADJUSTABLE CURB BON ` 1 7E 1 t TOP DF CURB. I LI iRA24- F.L.O.EV. BICALLE t PfOESIRIAR L B' MAXSAFE GOAT[ T 403 F.L. I "9P4ALT 2-04 O 16• HDR2, - _ - - NO FUNDED, .-- SLOPE FLOOR P4 O 16• VERT. FLANGE GROUT y 102 10' TO 14 (20• LONG) Y 2•X4•• KEY 101 O EQUAL SPACING 10' (VARIES)J- AT 9•t _N BACK FILL WITH % - CLASS 67 GRANULAR SLOPE FLOOR MATERIAL HAND INV. F3EV GUT D ALL DIMENSKINS ARE OUT-TO-OUI OF BAR. TAWED IN 6' UFIS. 3• s 3• BENDING DIAGRAM •' p '� . > ' • •' �� OUTLET PIPE N I 401 O B. D.0 SDE OR END WALL - 2L+4 1 /2 W SL+°'r UNDISTURBED (HOUND OR FIRM FOUNDATION NAM SECTION THROUGH LENGTH A -A SECTION THROUGH WIDTH B-B MOIES 1. FOR PAYMENT PURPOSE& INLET STRUCTURES SMALL ALSO INCLUDE Y-0' CURB t GUTTER TRANSITION SECTION AT EACH END OF INLET PLUS SDERALK SECTIONS WHERE RFOUIRFD BEPIND INLET STRUCTURE AND TRANSITION SECTIONS. 2FLOOR SLOPE MAY BE POURED MONOLTH;C WITH BASE. 3, OUTLET PIPE(S) TO BE SET FLLSH WTH INSIDE FACE OF INLET WALL 4 UNLESS OTHERWISE SPECI'ED ON THE DRAWINGS OR OTHERWISE APPROVED. ALL TYPE 13 COM°INARO( INLETS SMALL BE CONSTRUCTED WITH AN ADJUSTABLE C.I. CURB BOX. 5. STD. INLET DEPTHS AND PIPE RffS ARE M07ED N TABLE 111. DEVIATORS FROM THESE MIN'MUM REQUIREMENTS SHALL BE SUBSTANTIATED WITH APPROPRIATE HYDRAULIC ANALYSIS. PRECAST MAY DIFFER TABLE I B OF MIN. MIN, INLETS DEPTH DIA. I (r) (D) SINGLE S-D" ta- DOUBLE 3-6• 1e TRIPLE 4'-0• 21• 6. ALL DIMENSIONS ARE FOR C.I.P. - 7. CONCRETE SHALL BE CLASS B_INIET MAY BE CAST-N-PUCE al PRECAST. DEPTH DOES NOT INCLUDE SUMP 0. CAST- N-PLACE CONCRETE WAILS SHALL BE FORMED ON BOTH SIDES. B EXPOSED CONCRETE CORNERS SHALL BE CHAMrERED 3/4 IN. 10. REINFORCING BARS SHALI BE OErDRMED AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. 11. STEPS SHALL. BE PROVIDED WHEN INLET DIMENSION "H• EXCEEDS 3 FT. - 6 IN. AND SHALL BE N ACCORDANCE WITH MSHTO M 100. 12, ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND SPEC. 05500. ORATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING CURB BOX - EAST JORDAN ,RON WORKS NO. 7555TI OR EQUAL. 13, ANY CONCRFTF OR CTHFR MATERIAL SHALL BE RFMOVED FROM 70P OF CURB BOX 50 LETTERING "NO DUMPING DRAINS TO WATERWAY CAN W CLEARLY READ. 14. INFORMATION FROM COOT STANDARD PLAN 14-504-13 IS REFERENCED IN 11 IS OCTAL, 1S. SWEEPER SECTION SHALL BE INSIALLED ON ALL COMBINATION TYPE 13 INLETS 74AI WE TWO UNITS AND LARGER. ONLY SINGLE UNIT INLETS MAY BE CONSTRUCEO WIHOUT ME SWEEPER SECIION. 16. SWEEPER SECTION SMALL BE INSTALLED AT THE UPSTREAM END OF THE INLET. 17. CURVED VANE TYPE GRATES IN ACCORDANCE WITH CITY OF LOVELAND SPEC. 05500 SMALL BE INSTALL ON ALL AT -GRAVE INLETS. STANDARD BAR GRATES IN ACCORDANCE WITH SPEC. 055DO SHALL OIL INSTALLED IN ALL SUMP LOCATIONS sA'.ONFNG 5HALI BI SAVM TD A: SDOINT!.RVNS ON EACr OD'sm1 VAININI SHOULDER AS SHOWN-� GENERAL NOTES __.._.- U G._ _. �15• - TYPICAL AND Q)7 JCINI SPACING +- r _ 15' 5' - 15' 1, 15' -L4' _•2• iNIS STANDARD PLAN GOES NET AVV,Y C •RM .':;NVCK It OVf NIA"5 (WNITF'(PvNC). +�cx �' 2, LOCATE `D JOIN A' A CC) JOINT OR A MIN LIJM Of 7 11 FROM 0. O LOIN?. !=• _d0+ _t."I 3. 7N5 JOINT LAYD.? SHALL B. US'D AS A SrAtiDARD fDR it JO'M :AYOU? FOR THE PR'JJEC-. as�e C, SIMCL. DrR �� C. h IC Jfi `C , I� w CCATRA -'DR P90POSfOVEREC HEREIN, HE. CDK-RA CR SHA.. IF A PA,FMENT .OIn OR N.Y " S VARIATIONS ROM NS 51ANARD DR F PROJECT HAS UNJSUAL IRREG LAR ON'"OK'S NO U 'T ` `: } 1A Jy., +'F +LL.+"J" ! V1l Il�� + + 7 IA�'JL Fv+ A`PdOVA. 6" I -NGIVI + 5 A6 a I N NL1 I. S10. CO^LST!{UC WHERE I (CJ}f BARS \11 1 - HIGH DFSiGNA F'7 ON THE PANS 7k � Ile'CTIRS NJMLRAlS 01 `"'J -2 30" �..�Iq� AN'J IS" H� �� " CIR5��� ��II `I''JII 4. WHFN A CONTINUOUS WIDTH 0fPAVFMF/1�'IS PO'JRFD WIDER T`+AN a0 I?, THE JOIN NEARF57 IA ++++ +-f+tA ,.,}.I..,M ,+{L+ H -++'( 1-ILJ!+1Trl l +-}'+iTHE CFNTFRJNF SBA. eF 0.V JNTIFC UJOINr5. ON 4 AN. DIVIDED +IGBW'AY9, THE 2 ,AWE DIRECTIONAL PAVEMFN' AND BOTH SHOULDFRS SHAH OF PLACED I'2. J 0 ONOrt%OINN SAWrE CONTRACTION JOVT5. 90' i5" •'I �- � � fi. ON VARAU�i QUID w AAII5 NF 2 E!. OR 4 FL :NO DF SI A9 WCnI OIMFNSON MAY VARY t6 INCHES. } C� S+HdL,LDERt E (' C 7. T '0 OF USED WHEN RAF°C LANE IS ADDED SEPARA'ELY OR FjR 'APER5 OR SPEED LHANGF LANES. AL'IRNATIVE NCI UDINW JC IM IOJIIONS A? SPITD C ANGE LANE MAY HE USED IF A°PROVID. TYPICAL JOINT LAYOUT FOR DIRECTION of TRAWL JOINT LEGEND --L5 CONCRETE ROADWAY WiTH CONCRETE SHOULDERS I I. 1,', rA=.S) A ) A -_ {C -- TRANRSf ONIRAC MON sIOmD Q� j N -- JO N �� �{1 ION F DINAI COYIRUCTION 14 -r •.-.I 9 N2A. �� -.j j4' ,F TRANFIC\ ��IL iRANSRU➢ON i 1i2� O ±RPEA 1F7/ +Ri1:Al SKEW pb_ `F o0W[ FGI ARA C,Nq-R • INCHES Isn ROM .DV - ' _ CONS'RUC'ICN 0 SFNUI PFR __- C, SNC - ]TVA. TO DC' CLS9 1'J HORIZ..�# .AN RAC C �_. +` XD SKEW ? IS PAVO ME kT THICKNESS fHON AVS I 6 6 i D'_DEft PLAN VIEW SECTION A -A SECTION W 0 «,�T TRANSVERSE TUN SHOWI E; HDk/ HS IRANSLATIDN, SHUNTING -21 Ai ISiFRFNCr SHDWNG JI" :'e c[1W 0-GRANGE -- - -- - ---- PE BARS RAMP AND SPEED CHANCE DOWEL BAR DETAIL AND Hi oKFw O1 RAN,.,. DETAILS ILLUSTRATING DOWEL PLACEMENT TOLERANCES LRAM DIMLNSIX INC FOR JCINTS DRILY. SET PLANS FOR JOINT WITH 14 Fi. AND 12 FT. LANES 1I `t' FOR s RFINc OCArces. At7ERNA7NE 50' CTRS� ,+, I 1+r I.(;, -I I .+ ,.)s}-'H DITLRNATN5 ;SEF NOTE 5) } rN�A #.,-�a+ru `+T`� MTRNA?IV C �aa +`+'H F +µ} +H DMFNSIONS (SEF NOTE 3) 24- 24 F 1' - - + r4' c ,L- � I- SHOULpE'R c' - / j-1++++ ++'k. , I{ +1 #'+F+ r - 6+ 30 # f I. ti f4 SHOAL DER �1 DC ' 1- ill. +++, 11.11E +a I. uI4 t + +++{� ++#. H+ti++. - # T_.. Jar# +++}+ +}+- It -I I ♦ i� ��--_+- _ -f %' L-++}1 }+++ W�+.i-+ DO - > rR5 IDC� 4 DR 12' 2' OR u I � I I +1+ #++{ }rr-kl` ,. V ON CDC' l'' +LLD x-E 11+1 a+ �,. '++}1 u.+ SHO.lOER+N+4�#F J �DC "-r-"-"-' DC J r E�, \DC) P 12 .c, +- 1++ Ik }.++ ++a-E +++ 1#.LL +++} -♦+- 4 -L - +.1-µ l 1.++ 14 +,- -I UL OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE SPEED CHANGE LANE Computer File Information ® Sheet Revisions Colorado Deportment of Transportation 4iJ� FPS: A'kp^509 A"OGLING )� re CD3D 7 BC222 � _ one' (3) 3 757 820R3 ,, ,, .e -ax. (303) 7579820 Project Development Branch SRJATA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. C v L L rrit ,. SJF D, I,, M-ail-i o u . , I A ® - 1 , x J .,pp<- CI ® ssDod I'7 PrOc-T ;eoeGpce•t P'cDcr' or rI9 .4 ,ace Sheet No. 1 Of S F 1 L •- 1". Y GOITER ELWCE _j J. ,. 20' :I •. E SECTION D-D LI NO6'Ew. 6• ON ALL sIOEs IN . _._.. SrC➢ON 401 O EQUAL SPACING AT 9'A 3 `i!L INLET BOX SWEEPER T SECTION _ ELEVATION cc RACK OF 'L CONSTR. JOINT CURB REWIRED R I EACH END F_ r I e• WILL I I 5' INSIDE OP NG SWEEPER I SECTION II I II I I II I SO/ ROLL OR E0. e' WALL (TIP.) I I I I BEAM I'-2• LONG MIN. I• INSIDE OPEMNG D I I D I SLORNG �J - _ } - I DROP -____ __ J GRAB CUR -7 auxB I 0 0 O I I I INLET BOX SWEEPER SECTION - PLAN . _ _ ._.. - REVISIONS: DATE: VFDESIGNED BY: DRAWN BY: APPROVED BY: CITY OF FORT COLLINS, COLORADO ,I¢ MPo I MPO HORSETOOTH/ZIEGLER ROUNDABOUT SCALE: DATE: CHECKED BY: DATE: DETAILS ENGINEERING DIVISION �t; of > N/A I 1 /23/08 I IM m N JOINT (SFI511E LEGEND . d:N )I'AIS) - ADO TRANSVERSE CONTRACTION - DO- I'JNGITUDINAI CONSRUCTION - DU DOWELED TRANSVERSE CONTRACTION E LONGTUDINAI CONSTRUCTION OR IONOVUONA'. 20M RACTON TRANSVERSE „0 N'SIHJCI ON 7' ALTERNATMT DIME N5IONS ;SET NOTE 3) SHOULDER U12411,1' OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGL LANE ACCELERATION AND DECELERATION LAN Computer Flo Information ® Sheet Revisions Colorado Department of Transportation /Ot -Vst Arkansas A22 „r. PPP„802 Pie 3i>'.) Ig7 0B3 ".--+'�+..c.. ;3C 3) 35'1 9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. IT _ot I r S ;R _ Ota. - G M-412-1 Sheet No. 2 of 5 ssl,eG 'cveoR-e^: tr-car cr d_iy A, qn:,c, o , .im .. t 110 I 4_ ryP } OPEN CIi CLDS°D CENTER CUL-DE-SAC JOINT LEGEND (SEE SHEIr C =0R .JIY I:FTAIIS) A FXPASON TRANSVERSE —L� CONTRACIION D LONGITUDINAL CONSI RUCIION DOWELED TRAN9VERS1 I CON'RAC"ON OF 1ON'RAC'ON IONGITUIXNAL + 4-E CONS-RJC1a. T TRANSVT RSE CONSTRUCTION� INLET DR JOINT IS MEETREQUIRED IF CURB AND MAIgtF 1, LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HASA MAXIMUM SPA NIC OF 12 FT_-fi IN. (15 Fl. 15 PERMRIED WITH MONCCTHIC CURB AND CUTTER). 2, CONSTRUCT TRANSVERSE JOINTS PERPENOC.AAR TO'HE CENTERI NET OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND GLTTFi. # 3, PLACE % IN. MIN. EXPANSION JOINT FILLER IN `OP 6 1%. OF CURB JO'NI AT INTERSECTION RETUffi' RADIUS POINTS. H THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON 'HE PLANS, SELECT AND JSE A BOND BREAKER AT N_F"S, MANHDCS AND SIMILAR 571 11RUClJRLS. SMWJ ER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES SfMJI RCT RECU'RF A BOND BREAKER. 5, WHERE A LONGITUDINAL JOIN" PASSES LESS -HAS 1 F- FRON A CAST- IN- PAVEMEM MANHOLE OR SIMILAR SIZE ST+UC"URf A TYII�AI. 2 Ti Ri JOINI. AS SHOWN IN THE DFIAIIS, SHAII B'I USED, S. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER Of CIRCULAR MANHDIES AN) INLETS OR BE AT LEAST 4 11. AWAY ROM THE EDGE OI CIRCULAR MANHOFS. SEE CURB IN ET BOXOJT Dt1,10; ON SHEEP 5. PERMISSIBLE ALTTRNATNE JUMPS VT1 SMALI PANT < 16' CUTLER IS `OLRf D MICRO.'HICAII" WITH ADJACENT LANE. -- -- MINIU TIN �`12' MAX- CONC. 6' THICK OR L£55 p' f 6' TW. / 15' MAX. CONC. OVER V -NICK / A A CURB INLET A INLET OF ' : f '( SHOWS GAB AND IN7EaGiAL # \ 5OXUI (SEA: DETAIL ON (511 D / # A*HO-E __ �- ° C I' ".'..� I1 2N SHE Ft 5) # X # MI .-. _ E J+ I p C DO E DO ( ,. 2' TYP _ D I' `< E D pURH INLET # j * .. x \ 2' t 6" iil (SFXFO)FTAL ON SHE°°� 5) 7 INTEG 2' 1 5•TYP # ANT IL10N� JOINT 1 LER ^---.# # 7 g 7� ROUNDING OF 9Y' CURB INLET OR - �N 11PI O FORMING OR SIIPTORM PAVING MM1VHOIE # O2 i PERN15491 E. MAY BE AI IGNEO WITH 1 A FROM OR BACK OF CURB, PAVEMENT HMA PA AMA °AV"Mi TYPICAL CURSED PAVEMENT JOINT LlYOL? Computer Flle Information ® Sheet Revisions Colorado Department of Transportation 4Fa . Aa^sa8 Avenue OTI ,n •k Pala„ Hn222 w µ. �nr'. ,305) 752 9CB3 ... .`... ,...... °m.. (3C3) 757 9520 Project Development Branch SRJ/LTA CONCRETE PAVEMENT' JOINTS STANDARD PLAN NO. LL SJR Col.. IT I' M-412-1 ;F. 1 I ` 1 u Sheet No. 3 of 5 ,, L c p'or_ :_voa c LI T;r APPROACH 16 CONCRE'E (SEE JOINT ,,-,FTNIS) �S.,AP ,;OINT ROADWAY S.AB _.._. 1. IONCITUDINAL JOINTS SHALL BE PACED ADJACENT i0 LAM MARKINGS WHEN PoSSIBLE, AND HAVE MA%WJM SPACING � PAVEMENT THICKNESS (T), S11AIIT AS SHOWN ON THE PINES 01 7 1:-6 IN. ('.S Tl. IS PI D NMUD W:Pi MONOLI ILK: C,:RB AND GLUE R). , <A)- IX'ASI(XJ 2. CONSTRUCT TRANSVERSE JOIN15 PFRPFND CUUR TO THE GFVTERtINE OF PAVFMEM AND EMEND THROUGH THE CURB ORTRANSVERSE 17" CURB AND DUI -ER. -- - -- CONTRACTION # 3 PLACE I/g IN. MIN. IXPANSKJN JOINT RI.:iA IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS THE TRANSVERSE JOINT '.N PAVEMENT T4ICKNFSS (T) TIE BAR 517E DOWSE BAR LONGITUDINAE _. DIAM[-IEH O -- - -- CONS-RUCHON 4. THE CONTRACTOR SHALL, UNLESS OTHFRWSF SHOWN ON THE PLANS, SELECT AND USE A BONA BREAKER SFF BRIDGE MONOUTH'C CURB AND GU'TCR Al INLETS, MANHOLES AND SIMILAR 512E SRUC-V'RE S. SIMAIIER STRUCTURES SUCH AS VANE AND MONUMENT BOXES PLAN FOR � SHAL BE SAWED '-0 THE SAME \\\] T < 8 IN. No 4 / N. DOWELED TRANSVERSE CO NOT REQUIRE A BOND BREAKER. DESIGN L-3' - '- 5 JEPTT, AS r-IE PAVEMENT. F IL -__ ... DC CONTRACTION [ ITT -- ._.. __. 5 WHERE A TONG JOINA. JOIN WOULD PASS LESS THAN 1 Fi. FROM A CAST -IN -PAVEMENT MANHDIF OR SIMILAR 517E BOTTOM 0 SAW CUT — 8 IN. 2 ' S 10 IN. No. 5 115 IN. _ _ LONGITUDINAL STRJCrURF. A FYPICA. 2 IT. RADIAL JOINT. AS SHOWN IN THE DFTNLS Eli OF USED, BRIIDGE APPROACH — - - E CONTRAC'ICN 6, TRANSVERSE JOINTS Siff 1. OCHER Irvl?RSFC7 THE CENTER 0' CIRCULAR MANHOLES AND WLFTS OR BE AT LEAST 1C IN. > T < '5 IN. No. 6 I 4 FT AWAY FROM T+E EDGE OF CIRCULAR MANHOLES. SEE CURB INLET SOXOUT Di ON SHEET S. l 4" 1 E +1 -4 4 E_+E_} .I IONGTJCIIIC % BFI OW SURFACE l' REINFORCING CONSiRJCI ION I T12 coN�Tuici�ON * r # SILI1ANc .. } H \\ L T 7 +«H� s A; ' SlAlnnr' I ti 6� s•�.. A 30, C_RS r .e IA PREFORMED 1/2 Pr DABS T . I� ,1 a BOND BOND OR SHOWS MAT ^ •' :' f iii e / V +E y _L /` ( B UKFR 9RFN(ER CURB AO—• U °� .. M GLMLR .._ DIYT r ' IN # Dc + O R'A LONGiTUOINAL LONGiTUOINAL LANGiTUDINAL es�m "z ,I 12 n -- } 12" i 7 CONTRACTION S DINT CONSTRUCTION JOINT CONSTRUCTION JOINT fi CONTRACTION JOINT NSTRUCT +.: y.. r4 a..+. +T.. +F.. , .+ ,. , .,. �..latµ.. ,,. .... .++, .,., ...... n.:. ♦ ,,.. 1+.+ „c,.a.' ,_...-w I. La.µ+ '.,+. a. a++ ., ,.+ IS. ON F < 9 N. .a: - , + +H. , .+ �p[,(�y�L1111y14111 Nh AK_VI II LU )k > 9 N. INTEGRAL CURB �DR 1 . 4 , + ,,+ff ,+ .., n: „ H-M+, + - NPVA11 JA) N LU'�'CIP.AVEA JOIN') ECRM ONLY FEMAF Kf'VAY ^ * * XIRA .GNI A__ B, -L_)C C HLR 1"01 WHEN I-ERL a A INLET IN MANHOLE 9 I IS MOPT THAN A 2 1' GAP HE W, EN A JUNE I OCAIID AT A • A KEYWAY IS ALLOWED TO a CAST IN PAVEMENT 1 N T E R W E e T C O N S i R RIAK POIN' AND T1 IRIVOLS JOINT _ A CLAN B X EYTRA JOINT SFN1 DF P.ACFD HERE (1YP.;, W11FN INSETS _ f , 5 FACIA 11AIf JS OF BENT , — 1 . MORE Iww a a FI. cA= BITWEIN A JOINT I_Dr�TID AT /c)# �� # : � # _ - - ' : �'. CURD OR: AK POINT � • URB BREAK POINT AND THE PREVIOUS JOINT �- _ PECK r.r-a 1_ -_.- 15 T�2 �GONN'..�Ok l_fl4 CIRS. 4: o. II��� ---. .µ+ ,+HJI.,.r, +... c ° . T _ ,.. ...1 .+la .«+ .++}+a+.E _-- ' ;3Atl DE R5 OR :4"�.. 0 O _ - k, d_..�.. APPROVE S IF JRB BREAK POINT .jw+ w� a.- ++. ,.. +.r +.+, ,aa �. ,,. „+. {.. , { K - YE f VIN �� ,r. .. I..��, ... « .aa,L. ,..,..... +,..{... •IH ,.LIT ....I ..+{: ..�I, ».». j BARS �2 I - �� I AOXO INSTALL TRANSVERSE O JOINT AT l.. BOIF'Ui S�B? OR JI FI ONGFR.APRON ., -r.,., ,- I .}, I AY4• RECESS +. „ „+ ... ! ,+.' _0.- LONGITUDINAL ' MIN _ TRANSVERSE CURB INLET BOXOUT # - I b - CONSTRUCTION JOINT L {H.I+ ., , a+.. a,+E, --.-- �- * CONSTRUCTION JOINT t 0111 AP- MANIIOIF PREPARE -- -'�� + G _-- JOINT SCALAR' -- JOINT SEALANT bT0 M[kI APRON _ // INLET OR F%PASpN MATERIAL Al (C) # r T (SEE JOINT � DETAIL) - !MIN! SHOWS + {� BREPJ( IN CURB ALIGNMENT (TYP,) %' '- Imo- 3/e" AND cunER -_— , . ° ° e`i BOND K '/, " NL RECESS ;ACTION A— D CD OR ^ SEE DOWEL SPACING _ e `/ IN 'RAVE LAWS �. -INLET OR ON THE PLANS. 'MIN -o ♦ I�3 M� •A1 TAP1 1'ER MANHOLE ;• 10 MEET I 1 SIPUCTURF H T�2 %' DIA BACKER ROD L IAA A P VEMEN. — - ?� III WELDED •• � . • • _ � .. •.'/'•IXa BACKER Roo SECTION B-B L' BOND BREAKER SoA.I OF COTHER A OF PLASTIC -_ `-- ALONG SLABS DINT ' SHEET, L TLAI PAPER OR OTHER APPROVED A SAL 3E U.bT FOR LONGITUDINAL JOINTS MATERIAL IElal 'HEVLN'S BONDING MULTI -LANE° INTERSECTION WITH SPEED CHANGE LANE AND CONCRETE SHOULD DOWELED TRANSVERSE SEAL AT IT, IN WDT . rnNTRACTION JOINT CONSTRUCTION JOINT ;AWED J c`I` "I' _V CITY IL FORT i File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. E ® Revisions Colorado Deportment of Transportation CONCRETE STANDARD PLAN NO. Computer Flle Information Sheet Revi UTILITY L �Jt- Q-Ir I1'c' b, q c ( � 477E Ea5' Arko^sas AVCn JC /C6 °F ®_ 7J os Arkansas Aver c t l . {jC.>r/J(j�] Henver CPbrrnc BD222 p ( 7.^oe, fonrPAn 9n277 M-412-1 ® i` � !'P l3 3; 7b982C 1 JOINTS 0' E ' PAVEMENT JOINTS r PAVEMENT JO S N1�12 1 ® ) � n. "^, � �e: ...�E _... Sir, ® unc--s g— �- � oa�(3C3) 7_7-982G .-r one i 3 777 9J83 I •P.. 303 7 9820 APPROVED:. - Project Development Branch SRJ TA +2C Ht <,�„ ,_.,tea y' Fo ec "over.. er' Fcnc- Cr l,F ^4 9%9f; Sheet NO. 5 O CITY Sr-. TP tT SPA= -� In I9^ Project Development Branch SRJ/LTA 5s e- ;7' a-o er, .cvo crmc A^uncr or J_ly 2.,,,E, Sheet No. Of 5 nr.. I..:na op A CHECKED BY: AiI WATER k CHECKED BY:� STORM' CHECKED BY: PARKS CHECKED BY: TRAP CHECKED BY- .. ..-.� :.. .._.u_ REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: DATE: HORSETOOTH/ZIEGLER ROUNDABOUT CITY OF FORT COLLINS, COLORADO f MPC I MPO CHECKED BY: DATE: DETAILS �rin�TT C ENGINEERING DIVISION Mf k N/A 11 /23/08 I ,� L 1 IL►J -- �. t� ASHMOUNTDR/VE INTENWEBT ENGLISHRANCHP. U.D. 67H h EX SEC77ON I ENGLISH RANCH P. U.D. 4TH II TRACT F I uE DE (CITY OF FORT COLLINS) I, EX 15' ME �1L 50' I I I I ROW OR EASEMENT FROM CITY OWNED PARCEL ^ DEJ 'OSED ROW ACQUISITION ZIEGLER ROAD 3 h SEPARATE DOCUMENT) p� PROPOSED ROW ACQUISITION —EX ROW S (BY SEPARATE DOCUMENT) - - - ---1-- ��7 2 tiX ROW RESERVA 17ON I I SE — TC` E (PROPOSED RIGHT OF WAY) I TCE I I EX 10' ESVT J EX 70' £SMT EX 15.00' UE Q I LOT 1 I EX 30' At Z STROBEL M.R.D. S-6"7 EX 20' uE WARREN V I I EX 30' At I II 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 C O N S U L T I N G G R O U P PROPOSED ROW ACQUISITION (BY SEPARATE DOCUMENT) rim ENGLISHRANCHP. U.D. 6777I CHINN Q £X ROW 0 I 60 30 0 60 120 I SCALE: 1 " = 60' 15' UE, DE, PE STONERIDGE P. U.D. 4TH OPEN SPACELDEgL£, UE TICE II PROPOSED IMPROVEMENTS IN PE SECTION LINE } ZIEGLER ROAD PROPOSED ROW ACQUISITION £X ROW (BY SEPARATE DOCUMENT) �UE SE i TCE wpm COTTONWOOD LAND AND FARMS, L TD PREPARED UNDER THE DIRECT SUPERVISION OF CITY OF FOR1 UTILITY PI APPROVED: CITY CHECKED BY:�� WATER k CHECKED BY: S7 RM CHECKED BY: PARKS CHECKED BY: TRAF CHECKED BY: DESIGNED BY: DRAWN BY: APPROVED BY: REVISIONS: DATE: HORSETOOTH/ZIEGLER ROUNDABOUT CITY OF FORT COLLINS, COLORADO MPo I JDL SCALE: DATE: CHECKED BY: DATE: ENGINEERING DIVISION r- . 1 "=60' I 1 /23/08 . I RIGHT-OF-WAY MAP KM m N ENGLISHRANCH P, U.D, ENGLISH RA NCH P. U.D. Zq V WCP-RAB 7136 /4 REBAR W/ ELEVALUM CAP CP-EASTGATE 7163 #4 REBAR W/ 2" ALUM CAP N 1439067.34 ELEV- 4925.1 1'. E 3134136.75 46.42 E 3134135.23 W ` II l_ STA1RSOUTH-- -__- - ---- J ��-----------__-----LI-----__---_--- __------------- - - STA 10+00 - - - N 1438037.60 --=------------ - - - - - - - - - - - - -. ---------- - ZIEGLER SOUTH CONTROL LINE PC 17+40.97 PT a 18+71.90 ZIEGLER ROAD 12+00 1 14+00 16+00 PC 22+00 -18+00 - 20+00 + - I w � --�� LC2 _ SECTION LINE PC - 20+91.03 PT - 22+21.95-/ ASHMOUNTDRIVE HORSETOOTH CL �1.1 STA 40+00.D0 N 1439514.93 E 3133679.42 I I I PC = 40+78.97 I I jl I I I I II I II I II I I I PT . 41+71.16 I I I HORSETDOTH CONTROL[ PC - 44+1 PT - 44+; [HORSETOOTH CL STA 44+61.13 N 1439502.18� E 3134140.26 PC - 23+42.02 PT - 23+6 ------- - - - - - - - - - - - - - - - I F CP-CHURCH 7163 /4 REBAR W/ 2" ALUM CAP ELEV- 4928.00 N 1438151.35 E 3134223.95 V STROSEL M,R.D. LINE TABLE LINE LENGTH BEARING CLi 740.97 N O'07'10"W CL2 219.13 NOD 51'4" CL3 120.06 00'07'1 "W CL4 96.18 0'25'01' EE CL5 106.34 NO3'11' 3" CL6 195.88 100'10' 1"W CL7 78.97 89'32'02" CL8 242.47 S88'28' "E CL9 23.86 83'57'4 " CL10 18.71 3'57'4 " CL11 61.21 N81'52'2 " CL12 49.76 N 4'11' 9" CL13 100.00 S89'37'58" WARREN CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD LENGTH CLCt 130.93 7639.44 '55" 00 '17"W 130.92 CLC2 130.93 7639.44 -58'55" NO ' "I 7*E 130.92 CLC3 18.39 100.00 '32'1 " SO "W 18.36 CLC4 15.82 68.50 1 '13' " NO ' 4"W 15.78 CLC5 151.47 1496.50 5-47'57" 507-08'03"E 151.40 CLC6 35.42 500.00 4' 3'34" "35.4 CLC7 92,19 5000.00 1'03' 3" 92.19 CLCB 3000.000 4' 0' 23.64 CLC 37.6 150409 15N" 857. 36.929 CLC10 16.16 400.00 19'0 " 16.18 CLC11 75.46 700.00 6'10'34" 75.42 CHINN STA .' N 1439492.47 \ E 3134200.62 HORSETOOTH 18 �C STA 45+89.18 N 1439488.71 E 3134267.60 PC - 46+07.89-'/ PT PC - 47+06.19J' 1 PT - 47+22.37--1 PC - 47+72.1 PT - 48+47 HORSETOOTH CONTROL II I CP-ASHMONT 7163 #4 REBAR W/ 2" ALUM CAP LEV- 4919.47 N 1439472.65 E 3133626.58 60 30 0 60 120 SCALE: 1 " = 60' iSTONERIDGER U.D. I FORT COLLINS BENCHMARK 1-01 - PROTECT IN PLACE LOCATED AT THE NW CORNER OF HORSETOOTH & ZIEGLER, FOUND A 2' ALUMINUM CAP ON THE SOUTH SIDE OF AN ELECTRIC MANHOLE RING. CITY OF T. COWNS VERTICAL DATUM. ELEV� 4917.75 N 1439547.64 E 3134120.02 CP-HZ 4283 #4 REBAR W/ 2" ALUM CAP CP-ZIG 7163 LEV- 4917.3 #4 REBAR W/ 2" ALUM CAP N 1439568.59 ELEV- 4913.55 E 3134137.22 N 1439944.10 3134148.46 PC - 31+06.34 PCC - 32+73.83 E PRC 31+22.16- -_ _-P- -_33+09.05 - -------- -1.1- - - CLC6 - CL6 32+00 Z/EGLER ROAD 3400 ZIEGLER NORTH CONTRC -NORTHWEST CORNER SECTION 33, T5N, R68W ZIEGLER N RAISE BOX TO FINISHED GRADE STA N 1439510.85 N 14 E3134181.31 E3' '_STA NORTH CL STA 30+00.00 N 1439496.19 E 3134195.99 TION LINE COTTONWOOD LAND AND FARMS, L M CP-HORSE 7163 t/4 REBAR W/ 2" ALUM CAP ELEV- 4913.55 / N 1439531.59 E 3134518.07 HORSETOOTH CL� STA 49+47.59 N 1439506.D0 CITY OF FORT C E 3134624.69 UTILITY PLA PREPARED UNDER THE DIRECT SUPERVISION OF I APPROVED: K Q[CLTt/ CITY N CHECKED BY - WATER @,�1W'�M 414 CHECKED BY: 1218 W. Ash, Suite C AIL STORmwA Windsor, Colorado 80550 CHECKED BY: Phone: (970)674-3300 PARKS h Fax: (970) 674-3303 CHECKED BY: INTEIIWElT CONS U L T I N G GROUP TRAFFIC CHECKED BY: ----------__ _ ,. _ .�-- --ter REVISIONS: DATE: DESIGNED BY: DRAWN BY: APPROVED BY: f CITY OF FORT COLLINS, COLORADO q:< MPO I JDL HORSETOOTH/ZIEGLER ROUNDABOUT SCALE:I DATE: 08 E: CHECKED BY: I DATE: o ENGINEERING DIVISION City f► 1to =60' HORIZONTAL CONTROL PLAN Ir'> 00 RI ENGL /SH RA NCH P. U. D. 6TH — ZCOV SOUTH — — CONIROL LINE T C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— FO —�-- — - E E E S S S S S S REMOVE SIGN ZIEGLERROAD s S S s —ems S S F 11+00 12+00 - 13+ 0 - G 4+0+� G + - -15+00 G RELOCA7E - -� - SAS—E (7YP Q W W REM04£ S/CN I l ( PHONE BOX \ l l /`� _ 11.5' EAST_ - i 5 ' - /, � /+ v4 (eY onaERs) g �r x I / WR ME IP/T °IRELOCATEPRO TO REMAIN CT /N PLAOF 78OX ELECTRIC BOX jI 72'EAST (BY OTHERS) 15' EAST 8 I Z I BY OTHERS) (RBE Rao I RBE BOX � 444 REMOVE CURB RETURN 18'EAST (39 LF OF CURB AND GUTTER) (BY 07HERS) V I X — BEGIN RELOCATE SPLIT RAIL fENCE POKER POLE AND BOX TO BE RELOCA7ED OUT OF WA Y OF NEW SIDEWALK (POLE <7' FROM WALK BOX /N WALK LOCA77011 (BY OTHERS) STROSEL M.R.D. X END RE 07CA7E . T SPLIRAIL FENCE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION REMOVE ALL S7RIPING FROM PADDINGTON 70 HORSE7007H ROAO C ENGL/SHRANCHP.UD. 6TH -------------------1 NJ- S o S S S S —s S S S S E —ice E 18+DO—G E OCA�RE7" NE BOX —NO -I RELOCATE - SAWCUT LINE (TYP) PHO EET SICK BEHIND NEW CURB 18.5' EAST (BY OTHERS 7—RELOCA7E MAILBOX —G G G G G x.�� REMO W AN:R� lE END REL OCA7E BRICK CORN' SPL/T RAIL FENCE (SEPARATE l7EM FROM FENCE RELOCA77011 PROPOSED �BEG/N RELOCATE FL0wINE (TYP) SPLIT RAIL FENCE I WARREN � - - - -0-_Fo - - _ �_ —� _ _r�.i/An - -- ---- - W---- VI s S S S s W s so s s s w G E 1- - —I G - 2-0tOO - G�--2-111 1 RELOCATE MAILBOX E E E� W _ T T T T "IE u...Y— E E .r .r— .. E JE 'S. S `Q •1.'� 4 'Q.'Q 1 �..� .1 .J ,�.� xl PROPOSED 70£ OF SLOPE (TIP) REMOW CUL VERT CH/NN INTERWEST 1218 W. Ash, Sul e C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674.3303 C O N S U L T I N G G R O U P 40 20 0 40 6( -- SCALE: 1 " = 40' - - NOTES: 1. EXISTING UTILITIES SHOWN ARE PER FIELD LC DURING TOPOGRAPHIC SURVEY OF THE PROJECI UTILITIES (WHICH WERE NOT LOCATED) MAY BE LEGEND EXISTING ASPHALT REMOVAL EXISTING CONCRETE/SIDEWA EXISTING GRAVEL REMOVAL EXISTING TREE TO BE REMO EXISTING TREE TO REMAIN CITY OF FORT C UTILITY PLA PREPARED UNDER THE DIRECT SUPERVISION OF h APPROVED: 41 4*4 CITY EN CHECKED BY: � A tr WA! CHECKED BY: STORMWA CHECKED BY: PARKS h CHECKED BY: TRAFFIC CHECKED BY: DESIGNED BY DRAWN BY: APPROVED BY: MPo I JDL HORSETOOTH/ZIEGLER ROUNDABOUT SCALE: (DATE: CHECKED BY: I DATE: DEMOLITION PLAN 1 "=40' 1 /23/08 A. M cc N 40 20 O 40 80 SCALE: 1 " = 40' I I I� 8 I� I� 22E'aER NORTY CONTROL LINE I I I 3 END £X C&G I� REMOVAL I 8 A w I� I 0 1 F'. w I t l W 3 rn J N I I N I I 00 w END cFX WALK REMOVAL N w Agwsr RIM I I WWH *DJ' I AIR VENT PIPE- g TO REMAIN + REMOVE ALL STRIPING �r �� BEGIN EX WALK ADJJST R(8 FIBER MN ^ fROM ASHMOUNT DRIVE } . .,«; REMOVAL `s TO ZIELGER ROAD (BY OTHER>) BEGIN EX C8G -A:;. REMOVAL G — — — — — — — — — — — E_ -1,--- P E------E----- E— E E E E T— v - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SAWCUT LINE (TYP) T -- Eg ADJUST RlN- F — FO FO FO FO FO FO u FO FO ADJUST RIM SVMH t0.5" AD✓US; HORSETOO7H HORSETOOTHROAD I WMH AND VALVE ROTATE CONE SMH CONTROL LINE -05" FROM CURB 40+00 41+00 4242+00 43+00 _ 44+00 BEGIN EX C&G REMOVAL AD✓US7 My SOMH -0.6" REMOVE SIGN - W STONER/DGEP,U.D, 47H W >7— W W W W W W W E E E- i \ 71/ rl;;;� — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — OVE AND SAL VAGE — — — — \ ^REM _ \) STREET LIGHT (BY OTHERS) _ RERL TE HYDRANT - -; Y \I I III. )------------BEC/NEX WALKREMOVAL----- IJ"SOUTH r — — —-ADAIST VAL VE -0.5" PROTECT WMH EFFF-------- _ y I » REMOVE TYPE R INLET AND VALVE T I I INSTALL NEW DOUBLE / I TYPE 13 COMBO INLET RELOCATE TREE STOP AND METER PIT —4 FO RIM p1.4 tcn d y V /{ A I END REMOVAL OF BARBWIRE FENCE ' APPROXIMATE LOCA77ON FUTURE SANITARY SEWER PROPOSED TOE OF SLOPE (TYP) AD.VST RIM FUTURE SMH TO FTNISTIED GRADE (4915.87) PROPOSED FLOWLINE (7rP) �ADwsr GAS VALVE t0.9 1. EXISTING UTILITIES SHOWN ARE PER FIELD LOCATES PROMO DURING TOPOGRAPHIC SURVEY OF THE PROJECT. ADDITIONAL UTILITIES (WHICH WERE NOT LOCATED) MAY BE PRESENT. LEGEND EXISTING ASPHALT REMOVAL (FULL DEPTI- EXISTING CONCRETE/SIDEWALK REMOVAL EXISTING GRAVEL REMOVAL EXISTING TREE TO BE REMOVED REMOVE WATER METER AND 42' \REMOVE F78ER- OF SERWCE LINE PHONE BOX RECONNECT SERWCE LINE AND EXISTING TREE TO REMAIN `BURY SPLICE EXTEND TO CENTER ISLAND. / `(BY OTHERS) 111457ALL NEW CURB STOP AND METER PIPE AS SHOWN. COTTONWOOD LAND AND FARMS, LTD V� r -RELOCATE POWER POLE AND GUY WORE 26" EASE (BY OTHERS) REMOVE SIAV 5761V BEGIN REMOVAL OF _ BARBWIRE FENCE :.j.r X OH OHE .� • — • — . — - — • — • — Y SPLICE (BY OTHERS) \\\\\\\\\\\� k 4�+Do — HOf?SETOOTH RO D 46+00'�T—� } T T w X X END REMOVE" WORE FENCE I I I ON EX PIPE 0 i � 0 TREES, BUSHES AND fENCE IN THIS AREA ENGL/SHRANCHP.U.D. 4TH w i WILL RA REMOVED. SPRUCE TREES WILL MAD/FY LANDSCAPE I I �' BE TRANSPLAN7E0 TO 7HE SOU7HEAST TREATMENT (EDGING AND ROCK) / I I � I �. '` ALONG NEW FENCE REMOVE AND SALVAGE Jy Z STREET LIGHT (BY 07HERS) I 3 �I I ADJUST RIM SMH M C \_BEGIN REMOVE � I R� IrA II � CONE FROM CURB WIRE FENCE Q x PROPOSED )OE OF ADJUST RIM I I SLOPE (T7P) I I SMH -0.9', N g ( ADAIST RIM -- -- -- -- -- + ID SMH-0.9" l qq REZOCA7E WATER METER 18' EAST END EX WALK REMOVAL i I �I rn I' I REMOVE SIGN I ENGL/SHRANCHP. U.D. 6THDREMOVAL E I I I x I I I wl �•'� w y REMOTE ALL S77?IPINC I N FROM PADDINGTON TO HORS£T007H ROAD I I y w I.! REMOVE' S16W SAWCUT LINE (7YP r OI:I wI 13kI � I a,ir; UI 1 ' 4 , MATCHLINE (SEE SHEET 6) -1 7- DATE: CITY OF FORT COLLINS9 COLORADO ENGINEERING DIVISION w � E _ R Mt 0 X NH AD-f/ST WATER ROTATE CONE FRaV CURB Y 1 I I /�- DESIGNED BY: DRAWN BY: APPROVED BY: MPO I JDL SCALE: DATE: CHECKED BY: (DATE: �T ot3°= 1 "=40' 1 /23/08 „ A PROPOSED TOE OF SLOPE (rm) REMOVE SPLIT RAIL FENCE ALONG HORSE7001H CH/NN 1218 W. Ash, State C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I NT E R W E ST CON S U ILTING GROUP TO REMAIN CITY OF FOi UTILITY PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: a CHECKED BY: WA R CHECKED BY: STc CHECKED BY: PAI CHECKED BY: TI CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT DEMOLITION PLAN In OD N r v ENGUSHRANCHP. U.D. W s L- - :----------------------_____====--- I- I fgzs I � � 1 -J I I I Ilk V 1218 W. Ash, SuRe C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERVIEW C O N S U L T I N G G R O U P P71 ENGL/SHRANCHP. U.D. ---------__-�__---- --- - -------------------- =_------------------ ____ _______ __ ZIEGLER ROAD 0 STROBEL M.R.D. I I WARREN STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES SEPTEMBER, 2003 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY—FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH —DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON —SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE NAND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE —DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED M THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 8. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS —OF —WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. S. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING, ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 13, A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT, THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 14. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION I i rl CHINA( LEGEND �(^ VEHICLE TRACKING CONTROL PAD OX SILT FENCE WATTLE IP INLET PROTECTION MPO I JDL SCALE: DATE: CHECKED BY: DATE: 1'r=60' I 1 /23/08 1 1410 O 60 30 0 60 120 SCALE: 1 " = 60' STONER/DGEP. U.D. \ 910 k 11901 i i COTTONWOOD LANDAND FARMS, LTD CITY OF FORT C( UTILITY PLAT PREPARED UNDER THE DIRECT SUPERVISION OF APPROVED: CITY NG CHECKED BY: m WATEr A: WAS1 CHECKED BY: XIM 51ORMWATI CHECKED BY: PARKS k F CHECKED BY: TRAFFIC i CHECKED BY: HORSETOOTH/ZIEGLER ROUNDABOUT EROSION CONTROL PLAN T- 2'-6" 1'-6" 6 4 1/2" 6" 4 1/2" 1-1/2"R 6 1-1/2"R 6 2" 2"R ° 1" 2"R 6., a 12 6" ' • a 12" - CURB 1 CURB 2 6" VERTICAL CURB AND GUTTER 6" VERTICAL CURB AND GUTTER W/ 2' GUTTER PAN (2" INFLOW) W/ 1' GUTTER PAN (1" INFLOW) LCUASS DETAIL 701 N.T.S. N.T.S. —1'-6" "4 12" 6" 4" 1/2" 4" 1" a :1-1/26 1" I • 12" 6" 6" ° ° "— 2•-0 —� CURB S CURB 4 6" VERTICAL CURB AND GUTTER 4" MOUNTABLE CURB AND GUTTER W/ 1' GUTTER PAN (1" OUTFALL) W/ 1' GUTTER PAN (1" OUTFALL) LCUASS DETAIL 703 N.T.S. N.T.S. CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION FUTURE CONSTRUCTION NOT IN THIS CONTRACT ■ 1 ■ 1 ■ I i SURFACING LEGEND SYMBOL LABEL DESCRIPTION COLOR THICKNESS PATTERN ASPHALT MAINLINE PAVING BLACK 9" HBP ON 6 ABC NONE CONCRETE "A" INTERSECTION PAVING GRAY 84 T1NED CONCRETE "B" TRUCK APRON PAVING TILE RED 8-r BROOM CONCRETE "C" MEDIAN COVER (FLUSH BTWN CURBS) SAN DIEGO BUFF 4" EXPOSED AGGREGATE o°o°o°o°o°o°o CONCRETE "D" SPLASH BLOCK (2% SLOPE TYP) SAN DIEGO BUFF 4" STAMPED CONCRETE "E" 8' CROSSWALK W/ 24" STAMPED CONCRETE EACH SIDE (12' TOTAL) TILE RED 8-r OUTSIDE 24" STAMPED INSIDE 8' BROOM FINISH CONCRETE "F" SIDEWALK GRAY 6" NONE MPO I MPO SCALE: I DATE: CHECKED BY: I DATE: 1. PAVEMENT SECTION FINAL DESIGN TO TAKE PLACE DURING CONSTRUCTION. 2. ALL PAVEMENT SHALL BE PLACED ON COMPACTED SUBGRADE. 3. SEE SHEET 31 FOR CROSSWALK DETAILS. 1218 W. Ash, Suite C Windsor, Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 INTERWEET 20 10 O SCALE: 1 PREPARED UNDER THE DIRECT SUPERNSION OF CITY UI- FUKI UTILITY PL CHECKED BY: 0 WATER h V CHECKED BY: STO _� M1 CHECKED BY: PARKS CHECKED BY: TRAFI HORSETOOTH/ZIEGLER ROUNDABOUT SURFACING PLAN