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HomeMy WebLinkAboutAID2001-2C:\egpt\Uncle Neals Alley\RC001001.dwg Wed Mar 28 09:12:07 2001 -0+16.5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 w U) REMOVE f 455=P 06' tar tit 4 :' 't' w 00 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards -0+12 TO 3+00 331 LT & RT 481.00 1 ADJUST MANHOLE TO GRADE Station Side Distance 0+25 LT. 1 2+35 LT. 1 24.60 24.145 SANITARY MH 0 X 6' r CP NO. 1 = NAIL © END OF RETURN © "F" STREET N = 414.98 E = 1000.00 ELEV. = 1923.60 24.60 .y A ti a0 • y'^� 4- LCO' . \� /i 4)1 REMOVE CONCRETE PAVEMENT Station to Station Plan Side Sq. Yards 0+00 TO 3+00 LT & RT 14.00 hh ry4. /rA BUILDING Ot `EXISTING CONCRETE PARKING,- M ATGH-EDGE_.__..__.__. r-- \ /, Ff� N N 25.122 25.37 EXISTING ASPHALT 25.166 25.81 ti \ \024. \Ory. • -- 0C) o, «`' N. r ti h 25T 26.00 14' 7' 2% 2% TYPICAL SECTION NOTE: ACTUAL GRADES MAY VARY IN ORDER TO MATCH EXISTING STRUCTURES. NOTE: AN EXCESS OF 176.82 C.Y. OF DIRT SHALL BE DERIVED FORM THIS PROJECT. DIRT SHALL BE HAULED TO THE CITY STOCK PILE AT "A" ST. AND EMERSON. NOTE: BOX OUT AROUND POWER POLES AND OTHER UTILITIES, USE 15# FELT PAPER AS A BOND BREAKER BETWEEN UTILITIES AND NEW CONCRETE PAVEMENT. USE 1/2" EXPANSION JOINT NEXT TO BUILDING. 10' NORTH el> Scale: 1"=10' 0' 10' 20' 12' s 12' TYPICAL JOINTING PLAN EXISTING CONCRETE PARKING, MATCH EDGE SANITARY MH no. 4. 40' 26-.-t8 026.36 o 26403% 26.i21 6' C�' Mei rt'�°*T36 /\ CP NO. 3 = IRON PIPE © STA. 2+86 7' LT. N = 700.87 E = 991.45 ELEV. = 1926.13 OVERHEAD DOOR FLOOR ELEV. = 1927.03 RAMP NEW CONCRETE UP TO 0.15' BELOW FLOOR ELEVATION. OPPORTUNITY HOUSE ACITY OF HASTINGS, ENGINEERING DEPT. tO 0 Project ALLEY DESIGN "E" TO "F" Proj. No. AID 2001 - Description PLAN AND 2 Design By BEN S. Drown By BEN S. PROFILE STA. Date 2/27/01 a'_BY D.L.W. Dm. No. -0+16.5 TO 3+00 Controctor 2 of 6 LO HORIZONTAL SCALE: VERTICAL SCALE 1" 1 " = 10'- 5' 0" (0 0 Q 1-' N 35.00 0 z F X W 0 0 + 0 0 z 1- !n W ELEV. = 23:62 0 + 0 z 1- N W 0 0 1- !n N ELEV. = 25: 0 in Q 1- !n N co tri 04 z II > V) X J W W 0 0 + 5<- J W 0 + N 4 1- z 1- (1) X W 0 N II > W J W z !n W 0 0 0 N II > 35.00 30.00 25.00 0 0 Z t0 ( M N W II _> ow < W co 4 N 04 N z W 0 II > W J W z II w 0 J W z W 0 ELE-V. = 25.66 0 0 ELE-V. = 25.8 to 0 t0 N II W 0 W J W DESIGN Q PROFILE 20.00 +2 5 +0.68% +0.88% 0.38% +0.36% +0.36% Z 0 W O ELEV. = 26.21 30.00 25.00 EXISTING Q PROF E 20.00 15.00 15.00 -0+16.5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3Nfl StO3 NO MOW 303%3 NAIUSN tlVSLO U38WfN A813308038 C:\egpt\Uncle Neals Alley\RC001001.dwg Wed Mar 28 09:11:53 2001 3+00 3+50 4+00 4+50 5+00 5+50 5+93.42 6+11.51 26.uG 26.21 26,'6 OPPORTUNITY HOUSE ,54 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 3+00 TO 6+02.98 331 LT & RT 460.00 / • r \ ,? Vi 7 . 26.39 NOTE: ACTUAL GRADES MAY VARY IN ORDER TO MATCH EXISTING STRUCTURES. 4 �1 NOTE: BOX OUT AROUND POWER POLES AND OTHER UTILITIES, USE 15# FELT PAPER AS A BOND BREAKER BETWEEN UTILITIES AND NEW CONCRETE PAVEMENT. USE 1/2" EXPANSION JOINT NEXT TO BUILDING. 26,7 a 26 4, 26, 76 / REMOVE CONCRETE PAVEMENT Station to Station Plan Side Sq. Yards 5+93.92 TO 6+02.98 LT 3.22 27.24 27+09 yr'?0 "VAS lb lealre tztrytte:00.41410411A r �wracieyi itzetria Ws OP roac 0y4 0004 til�� A afiallp re, AO �4 Alin all r.. tie} . Awn. Air - %� ryA • 4 i4 10' EXISTING ASPHALT 0 41'4 4, 14' 7' L% 2% TYPICAL SECTION < NORTH el> Scale: 1"=10' 0 10 20' 40' 2 27,48 a 27,21 1 N 12' 0 12' 1 TYPICAL JOINTING PLAN A CD • J 27.06 I A ••41'0 S----- -21Qti� p GARAGE afr CONCRETE\ 0� DRIVEWAY \ 25 95\ \-\MATCH 95 EXISTING 1 SANITARY (J) MH CP NO. 1 NAIL ® END OF RETURN © "E" STREET N = 1000.00 E = 1000.00 ELEV. = 1926.39 ACITY OF HAST NGS, ENGINEERING DEPT. 100 Project ALLEY DESIGN "E" TO "F" Proj. No. AID 2001 - DescdpPLtion AN AND 2 PROFILE STA. 3+00 TO 6+02.98 Design By BEN S. Drown Dy BEN S. Dote 2/27/01 contractor Approved By Dm. No. D.L.W. 3 of 6 HORIZONTAL SCALE: VERT1CAL SCALE 1" = 10'-0" 5'-o,,. . O O O O 35.00 + O 1) + d' O O tp) O 'G) Z t- N W N II W J W ELEV. = 26:74 ELEV. = 26:97 OD D7 Z H N W ELEV. = 27 ELEV. = 27:09 a) Z 1� H • N W X J W W 00 N 0 +• O Q 1- to • ELEV. = 25:09 35.00 30.00 25.00 Z W 0 N II W J W Z 0 0 J W DESIGN PROFILE Z W O ELE•V. = 2 Z 0 0 N II J W 0.36% +0.44% 0.96% +0 48% ELE-V. = 27.3 0 N N 0.54% z 0) W 0 II > W J W 30.00 -2.56% 25.00 20.00 XISTIN CL PROFILE 20.00 15.00 15.00 3+00 3+50 4+00 4+50 5+00 5+50 5+93.42 6+11.51