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HomeMy WebLinkAboutPD2001-8EL =1933.48 Bld EL =1931.59 9+00 4 CE EL=1931.82 125' EL=1931.21 CE EL=931.76 U a, cn d L=1931.56-8 0 0 0 O EL .930.96 oo Stub out 2 secti sof pipe and plug. E :v. 24.01 od 30.10 T 29.97 TO GM 8+00 Bid EL=193125 Bld Vacated Bellevue Avenue EL=1931.11 Bid EL =1931.02 CE EL=1931.14 EL=1930.94 Inlet B = 23 97 FL Box & 30" R.CRei 24.97 FL 18" R.C.P. n EL=1930.79 100' N 35' Bid x Asph, EM.WeU /8 NORTH Scale: 1 "=20' CE 7+00 EL=193d.98 CE EL=19 0.82 EL=1930.91 CE EL=1930.77 EL=1930.76 20' 0' 20' 40' 60' in i0 _ - - L=I5TO".90 EL=1930.62 +0.35% +0.35% 29.77 FL 30.13 FL 29. EL CL EL=1930.70 '29:96 -CL - 930.79 29.47 FL O oc ga m2 - EI9'sT0 Exits 4" Woter +0.35% 29.77 FL 0 UP ____ ---------- ___ ___ 30.27 TO x El CO z EL=1929.55 m 'C a) t6 U Et > EL=1931.10 N R£ NI N oa co z Z R. NEW 30" R.C.P 70, +0.15% El EL =1931.74 9 o °P Asph. EL=1930.98 0 El to EL=1930.73 m 125' m x 35' 30.4 29 FLEE 29'95'' FI' 29.40 FL N 29.76 CL 8- EL=1930.83 Se git cot r1 CL Existing Road 30.02 CL -30} 7 -CL - 0.73 TO RE 30.23 tLEL=1931.09 be.i 30. 30LI - Et -- ' New 8" 6+00 31.01 TC ewer Main 30.78 CL 20' + c> O e7 - _ xc�; 29.40 FL ' t29.90 TC 2974-7 F6- 30.10 TO-- 29.97TC UP,p' ?up 125' H.U. to jumper Water Main or encase in -' Concrete. Contractor to Field verify depth & contact Water Dept."before pouring Inlet Box. Et EL=1929.50 49 50 x Et TYPE "A" EL=1930.82 DETAIL OF TANDEM 56" LONG COMBINATION 2442 AND 2443, STYLE H GRATE W/2445 BARRIER CURB (DEETER OR EQUAL) AND BITUMINOUS COATED Front v Sde M." Vertical and Horizontal Reinforcing No. 4 Rebar 0 12" O.C. 3'-6" Inlet A = 25.33 FL Box RE LL=1930.2 29.66 FL 30.16TC- 35' o C? a Nt SOUTH STREET Horizontal Curve: P.I. Sta. 8+05 P.C. Sta. 7+10 P.T. Sta. 8+99.99 A=1°42'24" T = 95.0' R = 6,378.16' L= 189.99' C=189.98' M = 0.71' 0 N Vacated Bellevue Avenue 100' El EL=1930.60 T.B.M. = F.H., S. of Spitz Foundry, S. of Road Chiseled "X" on North Bonnet Bolt Elev. = 1932.14 m to to n z lot 29.91 FL RE x- 'L-1 200,41 30.17 FL 0 Sewer x Et EL =1931,76 x Asph. EL=1931.43 N N 31.29 TC Bld EL=1931.84 7 8 Fence EL =1931.13 x Asph. EL=1931.66 5+00 125' x Asph. 1 rn EL=1931.39 N CO + + ▪ _ a EL=1931.38 31 Cti Ft =1931.50 35FL' Exist. 8" Sewer 31.57 TC BEGIN PROJECT: STA. 4+35 31.07 FL -0.556% NiN 31.29 CL -0.51% 30.42 FL 0 O m 0 o n a w 30-41 SC ence L=1930.88 I ) N N 30.67 TC ght Fence EL=1930.48 125' 48 30.92 TC TYPE "8" DETAIL OF TANDEM 56" LONG COMBINATION 2442 AND 2443, STYLE H GRATE W/2445 BARRIER CURB (DEETER OR EQUAL) AND BITUMINOUS COATED Front Me" 1111111111111111111111 Vertical and Horizoptal Reinforcing No. 4 Rebar 0 12 O.C. Cast Iron frame & cover Deeter No. 1150 or equal. 47 12" Lid sf. M." Poured in place to 20' EL=1931.09 EL=1931. N 0 etlN RE an „L=1930.96 GE 31.18 TCS\ ccght N • NOTES: In 20' ow Cut Fuiiepih - - - Sw EL=1931.42 "ti?? GVH Sw EL=1931.51 Vacated Bellevue Avenue 4+00 Tap Existing 6' x 6' Junction Box 1923.46 FL Box 100' _ Exist 42" Arch Pipe _ _ _ 31.46 Exsr iC .25 Exist -FL - - +0.885% 31.46 Exit_ CL +0.74% Project CL 30.94 FL -0.51% air 31.44 TC S. Br. 125' 25 26 n +0.74% --am Exist FL- . - 31.57 Exist TC est. 4"aWater FH m FF EL=1930.67 L J 0 i,i x x Bid 1. Approximately 641 C.Y. of excess excavation will be derived from the construction of this Project. All excess excavation shall be property of the City of Hastings and hauled to the City stockpile at A St. and Emerson Ave. 2. Contractor shall modify existing Junction Box by moving steps to South wall and rotating lid. Then shall install 30" pipe in West wall and pour a 12" concrete collar around opening. Sw EL =1931.30 Sw EL= -1931.39 EL=1931.53 N 3. Utility work to be done by Hastings Utilities. Proposed Sewer Mains and Services shall be installed prior to Street Paving. Gas Main will also be installed prior to Paving (One crossing under South Drive). Please contact Hastings Utilities for coordination of these events. BUILD 8" P.C.C. PAVEMENT 47B 11 Sqx 4ex 378"(51-8") Square Tube • Side 3illEtt 4+72 to 8+19.7 331 5'-0" ...... SI 6'-4" RT 443.0 N 0 etlN RE an „L=1930.96 GE 31.18 TCS\ ccght N • NOTES: In 20' ow Cut Fuiiepih - - - Sw EL=1931.42 "ti?? GVH Sw EL=1931.51 Vacated Bellevue Avenue 4+00 Tap Existing 6' x 6' Junction Box 1923.46 FL Box 100' _ Exist 42" Arch Pipe _ _ _ 31.46 Exsr iC .25 Exist -FL - - +0.885% 31.46 Exit_ CL +0.74% Project CL 30.94 FL -0.51% air 31.44 TC S. Br. 125' 25 26 n +0.74% --am Exist FL- . - 31.57 Exist TC est. 4"aWater FH m FF EL=1930.67 L J 0 i,i x x Bid 1. Approximately 641 C.Y. of excess excavation will be derived from the construction of this Project. All excess excavation shall be property of the City of Hastings and hauled to the City stockpile at A St. and Emerson Ave. 2. Contractor shall modify existing Junction Box by moving steps to South wall and rotating lid. Then shall install 30" pipe in West wall and pour a 12" concrete collar around opening. Sw EL =1931.30 Sw EL= -1931.39 EL=1931.53 N 3. Utility work to be done by Hastings Utilities. Proposed Sewer Mains and Services shall be installed prior to Street Paving. Gas Main will also be installed prior to Paving (One crossing under South Drive). Please contact Hastings Utilities for coordination of these events. BUILD 8" P.C.C. PAVEMENT 47B 11 Sqx 4ex 378"(51-8") Square Tube • Side Sq. Yards 4+72 to 8+19.7 331 LT & RT ...... N 0 etlN RE an „L=1930.96 GE 31.18 TCS\ ccght N • NOTES: In 20' ow Cut Fuiiepih - - - Sw EL=1931.42 "ti?? GVH Sw EL=1931.51 Vacated Bellevue Avenue 4+00 Tap Existing 6' x 6' Junction Box 1923.46 FL Box 100' _ Exist 42" Arch Pipe _ _ _ 31.46 Exsr iC .25 Exist -FL - - +0.885% 31.46 Exit_ CL +0.74% Project CL 30.94 FL -0.51% air 31.44 TC S. Br. 125' 25 26 n +0.74% --am Exist FL- . - 31.57 Exist TC est. 4"aWater FH m FF EL=1930.67 L J 0 i,i x x Bid 1. Approximately 641 C.Y. of excess excavation will be derived from the construction of this Project. All excess excavation shall be property of the City of Hastings and hauled to the City stockpile at A St. and Emerson Ave. 2. Contractor shall modify existing Junction Box by moving steps to South wall and rotating lid. Then shall install 30" pipe in West wall and pour a 12" concrete collar around opening. Sw EL =1931.30 Sw EL= -1931.39 EL=1931.53 N 3. Utility work to be done by Hastings Utilities. Proposed Sewer Mains and Services shall be installed prior to Street Paving. Gas Main will also be installed prior to Paving (One crossing under South Drive). Please contact Hastings Utilities for coordination of these events. BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 4+72 to 8+19.7 331 LT & RT 1391.0 4+72 to 8+19.7 301 RT 443.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 4+72 to 8+19.7 301 LT 395.0 4+72 to 8+19.7 301 RT 443.0 6+15 to 6+50 331 RT 57.5 BUILD CURB INLET W/GRATE Station Side Type 8+00 See Detail LT A 8+00 See Detail RT B BUILD 30" R.C.P. STORM SEWER CLASS III Station to Station Plan Side Lin. Ft. 4+60 to 7+97.5 443-R5 RT 337.5 8+02.5 to 8+17.5 443-R5 RT 15 BUILD 18" R.C.P. STORM SEWER CLASS III Station to Station Plan Side Lin. Ft. 8+00 443-R5 LT & RT 36 5+21 to 5+41 331 LT 12.5 REMOVE CONCRETE DRIVEWAY Station Side Sq. Yds. 5+21 to 5+41 LT 34.0 RT 46.0 5+21 to 5+41 BUILD 8" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 4+92 to 5+27 331 RT 46.0 5+21 to 5+41 331 LT 12.5 6+15 to 6+50 331 RT 57.5 7+35 to 7+70 331 LT 75.0 7+38 to 7+73 331 RT 66.5 REMOVE CONCRETE HEADER Station Side Distance 4+72 LT & RT 36.0 BUILD CONCRETE HEADER 47B Station Side Distance 8+19.70 LT & RT 36.0 T.B.M. = F.H., S. side of Road,©1005 W. South Chiseled "X" on North Bonnet Bolt Elev. = 1933.65 A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 Project SOUTH STREET - Lexington Avenue to Bellevue Avenue Proj. No. 2001-8 Descdpt Construction Plan Design By R.G.D. Date 2/2002 Contractor D wn: By, B.B. Approved By Dm. No. 1 of 1 1938 1934 Proposed Grades (t} CO 29.:83 End. of:pavernerit Vertical -Curve. P I. Sta. 8+00 P:I: Elev.-1929:78 L=.50' M:O: ='No:Correction ......... ......... Elev. 1929:78 N. 0 0 0 C9 ti N M Scale: Horizontal: 1.9" Vertical:- 11'=- 4' Existing Grade 1 1926 - .35% - ... ......... ........ % roposed Grade 0" Wide Existing- Gone. 1938 1934 1930 1922 Stub out 2 sections -of pipe and plug, Elev, 24,0) 337:5 L F..:df :3:0":R.C.P: @ +0:t5% • M Existing Arch Pipe Inlet B = 23.97 -FL Box& 30" R.C.P 24.97 -FL 18" FLOP. 1918 1914 +00 CL Box ' ' inlet A='25.33 FL -BOX ' FL' Existing 1926 1922 61 P.V.C.-Sanitary Sewer Main ' Manhole #2 Ft. = 1917.9t 8"'Sewer Main Manhole #1 Existing FL =19t6:80'8" Sewer Main ittssekOf1655/0/1 ,4q'N . oyo. QT.aooeoa�/�r /4316 oo-c aee. f om 00.244 2C."..1 - tAVID L • e5, -WACte`E .ad+o e - .. E;5090 .. ott!Eg�1g. 6 . W 'SCG a 3-4-0 1918 N O to EXISTING GRADES O M O co O M O M CO M M CD u 0 rn 1914 9+00 8+00 7+00 6+00 5+00 4+00 20' 1 9+00 125' 20' fn N N END PROJECT: STA. 8+19.70 125' 49 50 18+00 0 0 —1 21 - II° 2, Vacated Bellevue Avenue 100' CO 35' 12' 0 12' 12' 7+00 9 125' 12' 0 to co 20' 35' 12' 0 7 8 12' 04 W + 7 2' NORTH Scale: 1"=20' 20' 0' 20' 40' 60' ea (0 BEGIN PROJECT: STA. 4+35 0 12' 0 0 -co — _b in M 12' 0 12' O 0 0 SOUTH STREET Project CL S_ection I ine _ tO N 12' 12' ;c) N ai 12' // 35' N of Vacated Bellevue Avenue 100' 125' 48 47 N T a) Q 0 ifs m U > N 20' 125' 25 26 U, N ACITY OF HASTINGS, ENGINEERING DEPT. // 0 Project SOUTH STREET - Lexington Avenue to Bellevue Avenue Proj. No. 2001-8 Description Joint Detail Design ByB B Dote 2/2002 Contractor Drown By Approved Dm. No. B.B. 1 of 1