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HomeMy WebLinkAbout1.1 Vicinity MapHIGHWAY 82 SCALE: 1" = 500' OUTFALL TORIVER LEGEND: FLOODPLAIN (FRINGE) FLOODWAY MIN. FIN. FLOOR ELEVATION FLOODPLAIN: EXIJTING LONDITIONU FLOODWAY UROL;L;ING AREA FF = 92.5 NuTE: PLEASE SEE THE PP.oJEGT GoNSTPIJGTIoN DRAWINLi:.; PREPARED BY :Ji)PRI:..; ENI,INEERIN,, INC:. FoP, ADDITII )NAL DETAILS. NSTRUCTIt jN DRAWINU:s ARE BoUND :SEPARATELY AS PART oF THE PRELIMINARY PLAN SIJBMITTAL. FLOODPLAIN: PROPOSED cONDITIONIJ REV. NO. DATE REVISION MADE CHKD BY BY APPD BY SCALE: NOTED FLUuDPLAIN DEVELOPMENT PERMIT DATE: I SHEET: 1/4/02 1 OF 1 DRAWN BY: TPB CHKD BY: TPB APPD BY 'AWING: TAZ .pb—fld—slte4 BLUE UREEK RANUH JUBDIVIUION ZANCANELLA AND ASSOC/ATES, /NC. ENG/NE 'G CONSUL TANTS POST OFFICE . 08 - 1005 COOPER AVENUE GLENWOOD SPRING, .I.0RADO 81802 (970) 945-5700 FIGURE NO. 1 PROJECT: 20729 HIGHWAY 2 SCALE: 1" = 500' OUTFALL TO RNER LEGEND: EXI:;TING eONTOUR WETLAND WETLAND ENuROACHMENT WETLAND: EXIUTING CONDITION:.; 0 OUTFALO RIVER SCALE: 1" = 200' COMPENSATORY YETI -ANDS MITIGATION AREA (2300 SQ. FT. MIN.) NOTE: PLEASE :SEE THE PROJECT CoN:STRUCTR 1N DP.AW IN&S PREPARED BY )PRI:S EN(UINEERINIU, INC. F' 11D. ADDITI''NAL DETAILS. Ci )N:STP.IJCTIf )N DRAWINU J ARE Bi 11JND CEPARATELY A:S PAP.T''F THE PRELIMINARY PLAN uIJBMITTAL. WETLAND: PROPUJED eONDITION:; REV. NO. DATE REVISION MADE CHKD BY BY APPD BY SCALE: NOTED WETLANDS PERMIT DRAWING DATE: I SHEET: 1/4/02 1 OF 1 DRAWN BY: 1PB CHKD BY: APPD BY: AWING: 1PB TAZ .pb-fld-81te4 BLUE UREEK RANUH 1.;UBDIVI JION ZANCANELLA AND ASSOC/A TES, /NC. ENO/NE ' ' CONSUL TANTS POST OFFICE 1 18 - 1005 COOPER AVENUE OUIRVOOD SPRINGS. ..ORADO 81802 (970) 945-5700 FIGURE NO. 1 PROJECT: 20729 ( HIGHVAYS ATS' 26, 0 £XlSi 18.04P TOP AND ONE WAY GRADE TO DRAI 0 PULL WIRING THROUGH EXISTING CONDUIT ETES4' XRS UCT MATCH EXISTING EDGE OF PAV f � 2 . . j ��.► •••:-.J',-_--.. 4111riDEExcEL IST Cp1JC�., W � CON WIT HIG (SE, GRADE TO DRAIN REMOVE 30 5.Y. OF ASPHALT MAT AND CONSTRUCT 60' X 12' CONCRETE PAD tte CONSTRUCT CURB AND GUTTER TYPE 2 (SECTION IIB) RACTOR TO INSTALL LIGHT STANDARD (40 FOOT) CONCRE-TE-FOUNDATION PAD AND LUMINAIRE PRES6URE SODIUM 0100-44A.TT) - (2). DET/OL) GR&D1( ` NEW DITCH - - w q Ch1 _ EXISTING CONDUI EROS INSTr 0 /9' X 18" C5P 2 FES PULL WIRING THR EROSION BALESH E STOP/ fr .7 ��tr LL��e.'- j t,. �l�� �. rter♦yr. Ke ( w N 577657.01 E 533850.95 MATCH EXISTING PAVEMENT STATE N 577759:25--- E 533902.98 INSTALL 5' DIA. MANHOLE ----- INV. N. EL V. a 6282.78 -184-.1N_V. S. ELEV. - 6282.40 - _ REMOVE 245' rENCE--___ CE_5'L X 5'W X 2' THICK d50 - i2"-R.lJ_RAP AND GEOTEXTILE FILTER AT END-OF-•RUNQQWN H1GHWAy 82 ASPHALT PATCH r ( 0 U So z M w w 1- I FRONTAGE N 577650.75 E 533854.62 REMOVE 18" CMP AS REOUIRED TO 3' X 11' CONCRETE GUTTER TYPE 2 e 3.0% STATE HIGHWAY • INSTALL TYPE C (SPECIAL) INLET SEE DETAIL 18" INV. N. ELEV. = 6279.60 18" INV. S. ELEV. = 6279.50 9" DIA. BLOCK OUT W. INV. ELEV. = 6280.7 10" DIA. BLOCK OUT E. INV. ELEV. = 6280.7 GRATE ELEV. = 6282.5 co 03 20 O 20 AS CONSTRUCTED NO REVISIONSf 1 REVISEDIE33 VOID I I PATCH " PAVCMCNT. OstErE P. TT,+- po.JP ConcRcre YO Ex+Sr+wf. pNxEn N r' EXISTING PAVEMENT 40 ORIGINAL SCALE: 1"-20' WE. -CONSTRUCT CURB AND GUTTER END CONSTRUCTION F12TYPE 2 (SECTION IIB) MATCH EXISTING - (EAST80UNp DITCH AT ELEV. 6288.0 F is • 7 1ASL.l.H N i FED. ROAD REGION DIVISION VIII COLORADO r3' 0.5' ' 6' B.NCH IT ,Ra;;Agittfialtift.._ £� SHERO1ON BLS N 577705.94 FRONTAL E 534087.52 E T INSTALL TYPE C (SPECIAL) INLET - _W E E9I?EV.„ =KOUT 6285.6 EAST INV. 1)It—)6284.1 s29eRAD 90' X 18" CSP a 1.01 WITH FES AT WEST ENO INV. ELFrV. OUT = 6283.20 WITH 10 11. X 6'W X 2'DEPTH d50 = 12 RIPRAP AND-GEOTEXTILE FILTER OUt CT PROTCCTI0N-ANO-RUNEre N• FROM CURB & GUTTER N 577671.18 E 534004.22 NOTE: CURB & GUTTER, CONCRETE PAN AND SIDEWALK SHOWN IN THE PARKING LOT ARE FUTURE CONSTRUCTION ITEMS AND ARE NOT IN THIS CONTRACT. L. UW. CAm /MK CENTENN I AL 3" ELECTRICAL CONDUIT S.H. 82 N 577.782 E 533.741 EmrT H ROAD 6" AGGREGATE BASE COURSE (CLASS 6) L-9- CONCRETE PAVEMENT iropiww boa PROJ. NO. STR 0821-029 SHEET SHEET NO. TOTALS ZL 4" TOPSOIL. NATIVE GRASS SEEDING AND MULCHING SECTION B -B CONCRETE PULLOUT DETAIL N.T.S. N 577750 -�- 0 0 N N w POWER SOURCE N 577.910 LIGHTING DETAIL N.T.S. NOTES: CURB & GUTTER TYPE 2 (SECTION IIB) 4" AGGREGATE BASE COURSE (CLASS 6) BUS PAD SHALL BE 9" THICK CONCRETE. 4" OF AGGREGATE BASE COURSE (CLASS 6) SHALL BE PLACED UNDER ALL SIDEWALK AND CURB d GUTTER CONSTRUCTION. 6" OF AGGREGATE BASE COURSE (CLASS 6) SHALL BE PLACED UNDER CONCRETE PADS FOR BUS PULLOUTS. 679 C.Y. OF EXCAVATION MATERIAL WILL NEED TO BE HAULED FROM THIS SITE. LIGHT POLE LOCATIONS TO BE VERIFIED BY THE ENGINEER. LEGEND F.O. UNDERGROUND FIBER OPTIC — — — — - T — — - OVERHEAD TELEPHONE AND CABLE TV E OVERHEAD POWER CURB & GUTTER TYPE 2 SECTION 1B 1 CURB & GUTTER TYPE 2 SECTION I18 ® CURB & GUTTER TYPE 2 (SPECIAL)(SECTION 118) 6 e5 ----EXISTING CONTOUR FINISHED GRADE -A' UTILITY POLE EXISTING FENCE THICKENED EDGE OF CONCRETE SLAB EXISTING UNDERGROUND CONDUIT I I 85 CATHERING ROAD PARK AND RIDE GRADING AND DRAINAGE PLAN CATHERINE ROAD PARK & RIDE PLAN SIGNING AND STRIPING EXISTING 4" WHITE LANE LINE ITYP.) 60' EXISTING 8" WHITE CHANNELIZING LINE AS CONSTRUCTED NO REVISIONSI/-r-171 REVISED= VOIDS FED. ROAD REGION DIVISION VIII COLORADO PRO J. N0. STR 0821-029 SHEET NO. zs TOTALG NOTE: NEW SIGNING, STRIPING AND PAVEMENT MARKINGS ARE NOT IN THIS CONTRACT. HOWEVER, SIGN RESETS, SIGN 500' REMOVALS, OBJECT MARKERS AND STOP SIGN NO. 8 ARE IN THIS CONTRACT. PREFORMED PLASTIC PAVEMENT MARKING 24" WHITE MATCy EXIST ING STRIPING'^! EX TING 4" WHITE EDGE ETNE RESET REMOVE AND N EXISTING L 12R7-8 PMW NO RIDE 3004-2(R) J 1 7 0 500' 4" WHITE EDGE LINE 4" DOUBLE YELLOW CENTERLINE OM -3R TYPE 3 OBJECT MARKER L ON UTILITY POLE r 20 40 ORIGINAL SCALE: 1"-20' LEGEND: EXISTING SIGN mamma REMOVE AND RESET IN EXISTING LOCATION REMOVE AND RESET IN EXISTING LOCATI PRE MARKING NG ING 4" WHITE PARKING LIN _ (TYP) STIC PAVEMENT 0 ST4 TE H)nN - _ 0 r�ar�i► 5 5IR6-1 (2 EACH) t® 16-2 ( EACH) HANDICAPP SYMBOL (TYP.) WHITE PAVEMENT ARROW (TYP.) 8US pULL DUT 30R5- 82 DELINEATOR TYPE 1 BIKE RACK 4" WHITE EDGE LINE FRONTAGE REMOVE WHITE OaLamy,CATHR/MK CENTENN I AL FIVE 3004-2(L) EXISTING 4" WHITE EDGE LINE EXISTING 4" DOUBLE YELLOW CENTERLINE 30R1-1 BLUE REMOVE RESET IN ATION EXISTING 4" DOUBLE YELLOW CENTERLINE EXISTING 4" WHITE EDGE LINE 11.5" A = 7.5 SO. FT A = 12 5 SO. FT. PAVEMENT MARKING DETAILS H0DOA W, YSHIGHWAYS NO.126. jg$4 „26!'c.)87 J 1 L r PT.46S._. P 20 0 20 40 ORIGINAL SCALE: 1 P.O.T. STA. 0+00.00 N 577.718.79 E 533.837.17 E 533.800 .45 P .44 N 577.900 AS CONSTRUCTED FREGION IVISION PROJ. No. '} T TOTAL: N 577.776.57 VIII COLORADO STR 0821-029 2,33 v NO REVISIONS( I REVISED[ -is -i1 VOIDS -I CONSTRUC CURB AND GUTTER TYPE 2 ( ECTION 118) 20' N 577.800 (pAI^po�' ,,- y ,1,465 c 0 E 534.000 NOTE: PT.42 WHERE CURB OR CURB AND GUTTER ARE TO BE CONSTRUCTED CURVE AND COORDINATE INFORMATION ARE SHOWN TO THE FLOWLINE. ALL OTHER COORDINATE INFORMATION IS SHOWN -TO -TRE EDGE UF PAVET•ILNI. SIUF..WALK OR CONCRETE. X810 03- P7.28 0 w STA ION LINE FOR CRO'S SECTIONS ONLY P.I STA. 1+65.00 N 577.688.07 T.3 E 533.999.33 PT.4 PT.5 CONS 'I . CIAL TER NOTE: CURB AND GUTTER FOR THE PARKING LOT IS NOT IN THIS CONTRACT. P.O.T. STA. 2+161.35 N 577.677.53 E 534.049.55 PT.32 Wt Law', CATh fl /MK CENTENN I AL POINT TABLE NO. COORDINATE ELEV. DESCRIPTION PT.1 N 577.776.57 E 533.844.39 6286.40 EDGE OF SIDEWALK PT.2 N 577.771.58 E 533.843.86 6286.60 EDGE OF SIDEWALK PT.3 N 577.670.33 E 533.833.00 6282.37 FL C6G TY II PT.4 N 577.648.83 E 533.872.08 6282.10 PCC FLOWLINE PT.5 N 577.647.14 E 533.922.31 6283.50 PT FLOWLINE PT.6 N 577.677.03 E 534.000.86 6285.44 90' ANGLE/ 4.4{7= O 97'0S''0' LT. 5.00' END TY. I1 SPECIAL PT.7 N 577.691.98 N-5-7-44.6.96,: E 533.995.17 6286.10 PC FLOWLINE N 577.696.3 Ft:0l INC 533.940. S 10.00' FL-OiYt E---- ----P7.1 R7.11 807-6- 97'05' PO'- LT. " 5.00' 8.47' 1 14 577.41/3.81 5. 4.008.21 PIM T RC f tOWL i NL 3.90' O 68'08'41" LT. 30.00' 30.44' 16.62' 10g9,34'45° RT. 5.00' - 5 ii' 2.80' N 877.681.92 E 9J4.024• JS 8288.30 GG ?t OWt 17 t'- 57">:5'888..H'r•• . .. N 577,691.40 E 534.072.96 6286.70 MATCH EXIS.PVMT. 50.25' 25.15' 0-_":' 30'29'14" LT. 84.82' 45.13' 23.11' :.: 103.02 40.01'05" LT. PC FLOUR-kFE--- 5.59' .r7-7-rC' 15 6286.90 PT rL04YLINE 8.15' 4.47' '184 F•60,464-414----- .: • E-0W i NE - PT.28 N 377.Y4I.73 E 534.004.22 0260.57 PT FLOWLINE PT.27 N 577.755.33 E 533.993.78 6287.98 END CURB FLOWLINE PT.28 N 577.760.05 E 533.984.73 6288.05 END CURB FLOWLINE PT.29 N 577.740.53 E 534.021.88 6288.20 POT FLOWLINE PT.30 N 577.729.82 E 534.080.45 6288.60 END C60 FLOWLINE PT.31 N 577.731.96 E 534.080.91 6288.77 EDGE OF GUTTER PT.32 N 577.735.53 E 534.132.18 6290+/- MATCH EXIST. PVMT. PT.34 N 577.759.52 E 533.978.45 6287.61 FL RUNDOWN P7135 N 577.757.83 -r7 E 533.987.98 6287.94 . FL RUNDOWN _r}7 . ..rY7 6'87. 7S DELETED P7.40 N 577.761.40 E 533.976.74 6288.2 PT CURB FLOWLINE P7.41 N 577.762.14 E 533.976.74 6288.18 PC CURB FLOWLINE PT.42 N 577.891.38 E 534.013.95 6288.10 PC CURB FLOWLINE PT.43 N 577.&88.78 E 534.006.59 6287.97 P7 CURB FLOWLINE PT.44 N 577.899.61 E 533.947.58 6287.47 PI FLOWLINE PT.45 N 577.901.14 E 533.896.53 6287.13 PI FLOWLINE PT.46 N 577.905.40 E 533.872.78 6286.9 END OF CURB RAMP CATHERINE ROAD PARK d RIDE GEOMETRIC PLAN CURVE TABLE N0. DELTA RADIUS LENGTH TANGENT 37604 •#.71' 3.09 --- O172',d'" PT C GO' 1fl. 7n' 4.13' 32'39'61" LT. G. 03' 29' 45' fIT. 30.00' 17.10' 8 79' 4O 5.00' 7 -29" 4.4{7= O 97'0S''0' LT. 5.00' 8.44' 6 66' © 167'57'44" LT. 10.00' 29.31 34.04' 0 97'05' PO'- LT. " 5.00' 8.47' 5.60' O 24'17" RT. 5.15` 8.78' 3.90' O 68'08'41" LT. 30.00' 30.44' 16.62' 10g9,34'45° RT. 5.00' - 5 ii' 2.80' W . .. 12 06.14'23" LT. 461.41' 50.25' 25.15' 0-_":' 30'29'14" LT. 84.82' 45.13' 23.11' 14 40.01'05" LT. 8.00' 5.59' 2.91' 15 58'23'21" LT. 8.00' 8.15' 4.47' CATHERINE ROAD PARK d RIDE GEOMETRIC PLAN CS �l O /1 OCi) h (t h b b rt 3 A111111 009 6 com 419 ),� l oy°'J HC / I Cri y0 coo 0 co iii O P P NCNi,O (/)o II -'oy m2, co 2 a d :� .. -(3-a D r 0 O X 0 2 )<cA oCD 0 z i r :lb 41 ic)y "TRACK 5.00' BLDG SETBACK I m II X00 Z� WA I y A O 05 5.00' BLDG SET - ACK 0 W c 0 0 110 >10Vf31 c u