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HomeMy WebLinkAbout21 West Rd & 131st StSanitary Manhole T.C. 896.31 E 8" PVC 882.47 S 8" PVC 882.32 Sanitary Manhole T.C. 896.11 N 8" PVC 882,17 W 8" PVC 881.98 NOTES: 1. MAINTAIN L F -N I :RL-INE OF DI I CH EQUAL AL DISTANCE- BETWEEN STONE �;HOULD[.R AND ASPHALT PAVEMEN T. ALL WORK SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF THE CITY OF CARMEL. EXISTING Gj WEST ROAD rn a) 11a EXISTING E'AVF-MLNT SAWCU T F XISTINC PAVEMENT 1 1;' #1 1 SURF 5" #5D BASE oo a) oo r, a) co 22.00' o F Apo L 22.00 EXISTING COMPACTED AGGREGATE SHOULDER U) >0 I00X 0 C') ;1J 1D F rn '6 z 0G0(- ra c) m I lfT 98.76 94.76 94.47 I r 7 ...mik 2' STONE SHOULD 100' TAPER 17.30' 896.15 895.86 895 75 895.46 100' TAPER 7. 8.00' T I C -011-E 70 1 +00 3 f O T o ff R/W 2' EQ. DISTANCE I EQ. DISTANCE BWD 502 PROPC)2 D 40' R/W COMPACTED ST ONI_ `.:;H0UL.DEP 10" #53 COMPACTED STONE BASE S8T '3 358.39' F1 p_1 [1 cn z a) cow O C7 0 no W 00 Co 00 CO rn ir •••.1 00 0 -1 CO .)9 0 a a LJJ 0 1 00.00 10' ASPHALT PATH OHE 2• w w i 390.00 5 CO D.U.E. COMMOM AREA OHE Sanitary Manhole T.C. 893.21 E 8" PVC 883.69 W 8" PVC 883.61 0 II 1 WEST ROAD TYPICAL PAVEMENT WIDENING 0 50.00' N WI-DEN I f PROPOSED ROADSIDE DITCH (SEE SITE PLAN FOR LOCATION AND GRADE) N I r 8" PVC 100.00' STA. 8+82.00 RT. N 0 M N cri 1 /4 F. T. 10' ASPHALT PATH I1' 160.00' 160.00' UGC 0 I l_ N 95.00' co 0 0 1 D.U.E. COMMOM AREA 1- °Q -{-t -t--} INCHES 0" 0' 25' FEET 94.35 1 00' 1" 50' 0 w OH 0 0 0 O 0 0 316.00' EXISTING ST ONE SHOULDER I NOTES: 1. SEE SITE PLAN FOR DITCH LOCATION 2. ALL WORK SHALL BE PER THE STANDARDS OF THE CITY OF CARMEL 19.78' 2" 100' 94.97 HE EXISTIN COMPACTED AGGREGATE SHOULDER 59.21 96.71 (0 0 0 160.00' (0 0 J 0 160.00' RC g O 93.79 STA. 14 +08.47 55` u)zz -1v) rn z a w m 00 J a CO n 00 0 00Na CO 00 L0 CO 0 O b 2 C� a N N 0 N 0 EXISTING C r_ 131ST STREET Th EXISTING PAVEMENT SAWCUT EXISTING PAVEMENT BWD j (510, T 5' CONC 36 FT. MAX VARIES SEE ENTRY PLAN DETAIL) WIDTH VARIES 0' TO 24' -0" 1/4" FT. L 98.50' 0 N (WIDTH 1 1/2" #11 SURFACE 2' STONE SHOULDER 8 100. oo' 5" #5D BASE 131ST STREET TYPICAL PAVEMENT WIDENING c) tri N I"GT 10" #53 COMPACTED STONE BASE E 70' R/W PROPOSED LEGEND ENTRY DETAIL PLAN NOTES O 0 O EXISTING COMPACTED AGGREGATE SHOULDER RIGHT OF WAY PAVEMENT WIDENING 10' ASPHALT PATH CONCRETE WALK 4" WHITE THERMOPLASTIC LANE MARKING 4" DOUBLE YELLOW THERMOPLASTIC LANE MARKING 4" YELLOW THERMOPLASTIC LANE MARKING WITH HATCH 45' AT 2' -0" O.C. WHITE THERMOPLASTIC LANE DIRECTIONAL ARROW MARKING 1" #11 RESURFACING OF WEST RD. DISTANCE_ I DISTANCE VARIES VARIES 6 #73 COMPACTED STONE SHOULDER OR CURB AND GUTTER (SEE SITE PLAN) 2;2.04' 2' F X 1 /2" 10' ASPHALT PATH FT. 1/4" FT. PROPOSED ROADSIDE DITCH (SEE SITE PLAN FOR LOCATION AND GRADE) 93.28 92.99 93.67 93.46 95.11 94.29 94.14 93.85 333' .r Q 540.5 ■.�.a. L.�;i TH dI 41141r ATINSFA N v F' 07401174eA r AW OriceMiritra P A AWAN24010 Mr-ArACOP P AWA #.0 N O STONE SHOULDER eP I 95.43 95.14 95.67 95.38 93.60 95.50 100' TAPER 1CT UG 95.87 95.58 94.06 94.50 94.35 94.06 uqT 93.90 93.60 94.08 00 589 '35'35 "E I 1064.21' 100' TAPER Sanitary Manhole T.C. 894.66 E 8" PVC 884.79 W 8" PVC 884.71 D.U.E. COMMOM AREA 1111 111111111■111 7 00 At 00 tar' B D 5019 00.00' 7.10' 8.00' 69.42' 164.21 20.00' EX. R/W Sanitary Manhole T.C. 901.97 N 8" PVC 886.90 S 8" PVC 886.78 W 8" PVC 886.57 1 -p -CS C C v v V -I J SITE ENGINEER.' q P LC PROI 9551 I INDIAN APC CONFIDENTIALITY STA1 The recipient of the copyright in the ma that the materials c business information agrees to retain the and agrees not to other party and fur the materials. The materials only for tl has made the mate to return all materi the intended purpos whichever comes fir SITE ADDRESS.. PHONI FAX: BELLEO 131st ST CAI SCALE 1 50' DESIGNED BY DGF CHECKED BY DGF ALE SAME 0327[ DRAWING TITLE SHEET NO: