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a <br /> LOUISE AVE. <br /> I <br /> NO. INDEX 110. YEARNO!T TOTAL <br /> aNEETa <br /> DRIVEWAYS IS 34 S - U L-15011959 1 e e <br /> 0. 17' PM.S. OVER 0.33' U.B. <br /> RELOCATE THE FOLLOWING : NEW PROPERTY FENCE FIELD ENTRANCES STATION LOCATJON 12t.S.C.PL.F CORRUGATED METAL PIPE <br /> 4 LINES OF BARBED WIRE FASTENED TO METAL POSTI 0.33' U.B. WITH PENETRATION TREATMENT - . 1 IS" x 12 ga. <br /> 80.00 At 26' JACKED IN PLACE <br /> STA. TO STA. DESCRIPTION LOCATION STA. TO STA: LOCATION LIN. FT STAT ON LOCATION [V'DaL.F 79f50 Rt 7O+7a At 2 211. STATION LOCATION L.F. <br /> .. _ <br /> 97+93 99+03 Chain Link Fence 30'Lt onp/W 105+84 120+40 301T. on R/W 1,456' 6+45 At 21' 3.31 Lt I`% Pipe 94+93 24'Rt. 20' <br /> 97+98 105.78 14 LightStandards 35' Lt 7+09 At 21 ' 4+53 Lt. No Pipe <br /> 101+67 a 102+50 Board Fence 53' 30' Lt on WN 17.94 At 21' 4+99 Lt. No Pips <br /> 101+82 9 102+35 2 Cone. Posts 30'Lt on R/W 20+87 Rt. 21' 5+43 Lt No Pipe <br /> 21+45 Lt. 21' 6+53 Lt. 21 , <br /> 24.19 Rt. 21' 7.93 Lt. 21' DROP INLETS <br /> PROPERTY FENCE GATES 27+19 Rt. 21' 8.55 Lt. 21' <br /> 37+95 Rt. 21' 9+58 Lt 21' <br /> 9=4" 42+17 At (See Driveways) 12+71 Lt. 27' <br /> 43+08 At 21' 13+04 At 21' <br /> '' �• STATION LOCATION WIDTH 47+58 Lt 21' 13.70 At 21' STATION LOCATION <br /> Note: Use BASALT 8"�8"X16" 117+18 3O'Lt. ovaR/W 14' 94+49 Lt. 14+70 Lt 27' 99+10 24'Lt <br /> .S- 59+21 Rt. 21 16+50 Rt. 21' 102+80 24'Lt <br /> ° �.:^ blocks or equal B ??+91 Lt. 21' 28+20 Lt. 21' <br /> °' 80+40 Rt. 21' 39.86 At 21' <br /> 67.61 At 21' 41.35 At 21 ' <br /> 94+20 Lt 2N 41+40 Lt 21 ' <br /> o .o." . l-2 I 95+43 Rt 42+17 At 27' <br /> 95+36 Lt. 42+38 Lt. 21' CULVERT MARKERS (METAL) <br /> .♦ e . .° ? rO. 0 A <br /> A : F1 97+35 Lt. 2t' 43+03 Lt. 21, <br /> e L 97+49 Rt. 43.47 phd.WalK Lt. No Pipe <br /> SECTION B-5 97+49 Lt. 36'43+61 Ped. Walk Lt. No Pipe <br /> Cement tlorio►Cap $E <br /> SC ION 117+18 LI: 21 43.68 Pad. Walk Lt. No Pipe STATION LOCATION <br /> •---- 0+31 HOWLAND ROAD At 44+40 Ped. Walk Lt. No Pipe 0*48 23'Lt.ERt <br /> 2ea~4 36"Mo%. 6+11 a Rt 21' 44.60 Lt. 21' 0+ 80 2311571t.BRt. <br /> Intermediate bond -- A B Total 25 Field Entrances Total 414' 45.90 Lt. 21 68+10 571t.0At <br /> w bwRn•I6 acwirh PLAN 45.45 Lf. 2I 96+ 0 90 29 t. <br /> 94+00 22'Lt E Rt <br /> ' Placs4piQs "' I-"5bainaabx�d I I 47*30 Li. 21' , <br /> I wsepholes 50C beam. -•}--, " 48+79 Lt 21' 97+83 23,At. <br /> Use about I CuFt "40 16" 18 99.10 2 2 Lt6 Rt <br /> erushed rock 49+24 Lt 21' <br /> " . <br /> of each °a - " 49+48 Lt. 21' 102.80 22'LtFiRt <br /> 1=2 "' 49+89 Rt. 21' 106*00 22'Lt.ERt. <br /> = <br /> T . -F Point Slack 50#69 Lt. 21 13.25 HOWLAND ROAD 281t E Rt. <br /> '+': . +► . ., _ 60+62 Rt. 21' 14+?0 " 38'Lt. <br /> 12" dowel016 "3812" 80: c 62+25 Rt. 21 I7+63 „ 23'Lt. <br /> 6*6"Key 3- ELEVATION 66+17 At 21' <br /> SECTION A-A c .. E L E VAT I 0 N Point white 66+60 Ptd.Walk Rt. No Pipe <br /> 8 BASALITE Seale-Si EI' �T 69.37 At No Pipe Total 20 <br /> �`°lei"=I' O17' CANTILEVER RETAINING WALL 1 • ?6 55 Rt 21, <br /> .x° Q STA. ?0+ 90 I"ch 56 <br /> +so R/W 78 11 Lt 21 <br /> " 80.38 Lt 21' CLEARING Sk GRUBBING <br /> 102.16 Lt. No Pipe <br /> m m , I ;iI iN dI <br /> � <br /> 7•05 HOWLAND ROAD Rt. 21' <br /> 19.40 Rt No Pips <br /> STA.0+00 to STA. 120+40 <br /> 14+54 ,. Rt No Pipe <br /> 2 <br /> 17+90 01Rt. No Pipe <br /> Rt 33 <br /> a - <br /> I I +33 Rt. 21 FINISHING ROADWAY <br /> ' <br /> FRONT REAR Tota I 59 Drsvewo S Tofio I 900 <br /> � R/W METAL <br /> STA. 0+00 CULVERT MARKERS `� STA. 0+00 to STA. 120+29 <br /> 1 . , • I eo' IS2coale I = I' <br /> CORRUGATED METAL PIPE <br /> 18. x 16 ga. PUBLIC ROAD CONNECTIONS <br /> Cr I � I <br /> v STATION LOCATION L.F <br /> �W�► R/W ;� �,. d; :H R/W-� R/W �. x R/W <br /> o -. •- , o o RR$'A"a� c°"'�"rs�' ' '� 94 0448 0 X Dr 48• STATION ROAD TONS U.B. TON P. M.S. <br /> o r. 46' -0+23 State Hw 50 42 19 <br /> 97+00 Side Drdin Rt 30 ,Y <br /> 97+40 Side Drain At 46 56+46 HOWLAND ROAD(North) 94 42 <br /> 69677' 99+10 99*10 X-Dr, 46• 56+46 ,, (South) 38 1? <br /> ' -, + 67+94 Me WNLEY ROAD 143 63 <br /> m <br /> Q _ X-o co +s °�' 108.00 X-Dr. 46' <br /> m <br /> " 67+95 Side Drain Lt. 80' <br /> Field Ent I:ON ivate Driveways RAW '•$. - "- a R/W R/iV t>o „fit r ,+A <br /> O.S9U.B.with Pin. 0.17'P.M.S.over Q93 U.B. • � 2 o ' <br /> ILR <br /> R/W 67+95 Side Drain At 30 <br /> Treatment K__ ® #� I 94+73 Sid's Drain Rt, 20' <br /> �- 95+13 Side Drain Rt 20' <br /> TYPICAL DRIVEWAY1-t13+00 HOWLAND ROAD x-Dr. 48' <br /> COLIFORM Total 456' <br /> . 6 FIELD ENTRANCE . 1 4o so' 0' IW 20 20 <br /> 10 <br /> STAFF 56+46 STA. 67+94 - <br /> F , INTERSECT ION DETAILS Scale : I"= 40' CONSTRUCTION N <br />