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HomeMy WebLinkAboutPD2001-6BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+35 to 4+48.5 331 LT & RT 1654.0 4+48.5 to 5+24.5 331 LT & RT 503.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 0+35 to 4+48.5 301 LT 827.0 4+48.5 to 5+24.5 301 RT 125.6 REMOVE CONCRETE HEADER Station Side Distance 0+35 LT & RT 36.0 4+68.5 to 5+04.5 RT 36.0 BUILD CONCRETE HEADER 47B Station Side Distance 4+68.5 to 5+04.5 LT 36.0 4+68.5 to 5+04.5 RT 36.0 5+24.5 LT Sc RT 36.0 0 86'9161=13 13 43'91161=13 13 NOTES: 1. Approximately 560 C.Y. of embankment will be needed for the construction of this Project. Embankment Quantities include the earth needed to taper from Top of Curb to Right -of -Way line. 2. Contractor shall drop curb at intersection for future installation of handicap ramps. Actual location shall be 20'St61=13 9 w 4161=13 determined in field by Engineer. 13 00 St61=13 0' J W 13 M + 0 t- w O a W Z x a w m O m 11 J_ EL=1914.46 5.53 Exist.TC 1511 Exist.FL 70.31' 1+00 12 0 nn'N W ~v rn a z C) C1 it 11 W 70.29' 11 15.41 TO 4 15.30 TC 14.94 TO .= 14.34 TO 1"4.91 FLS' \ 14.80 FL n114.44 FL 13.84 FL 0' n et N J WW 15.27 CL 1 15.16 CL x 14.80 CL 14.20 CL 4" PVC SERVICE 0 U (L 2+00 10 1 T 13.29 TC 13. 12.79 FL N N 1 W W 13.47 CL 13.15 CL 0.35% Southwood rd Addition Block 2 I 9 NEW ( / 3+00 8 121 /�^19W /---------- J K W N o a i 1 4 1 N _pro•osed 8" water main 13.12 TC 12$2 f -L 0.35% 12.98 CL ROSS AVE. 12.94 T 0' 12.801tLL 70.29' 12.77 TS 12.27 FL 12.63 C Z 4+00 1/40 CO W 717 x 12.5 12.09 FL N Nt a' 11 12.450Lti" 70 7 4" PVC SERVICE z O. New 2' Gas Main 01 °GTI LL co 60' Row 1 36' QI Jr Li CO J W N co a• �u. ol2 oI J H 0 N g U) w U, N + U) H 0 w 0 cc a. a 'Po 0 12.37 11.87 FL U� 0.5%0.5% n 0.76ao % IK. �Ty to LL01 d 1 06 CL 1.40 u. LL x W U) U 12.43 TC 12.70 TC 1.93 FL 1.05% 272 - 0.764% co 6ACT. .0\ Nt a II L J 12.13 CL 1-6994: W 0.764% O C1 8~ N J Kit U) M ( Exist.FL Exist.T 14.91 Fl. 15.41 T 14.80 FL 15.30 T 18' 61=13 13 A 14.44FL 13.84 R_ 12.79 FL 14.94 TO 14.34 C 113.61 TC 13.29 TO 7 0.35% 12.62 FL 13.12 TC 12.44 FL 12.94 TC 12.27 FL 12.09 FL 12.77 TC 12.59 TC 0.35% New 2' Gas Main 3. Utility work to be done by Hastings Utilities. Proposed Water and Sewer Mains and Services shall be installed prior to Street Paving. Not shown is an Electrical crossing underneath Ross Ave. that must also be installed prior to Paving. Please contact Hastings Utilities for coordination of these events. 4. Gas Valves shown in Pavement at Kent Street shall be Field adjusted so as not to be in the Pavement. 13 0 0 CO 70.32' 7030' II a, II zww W n 0. W EL=1911.85 70.30 1912.37 N II CL w 70.30' Cu 09. m w J W Prop EL=1911 59 70.30' EL=1911.13 x El \ EL=1913.1\ z z Et x-EL=f9T1.F 2 70.30' x Et EL=1911.6.3 W u 5 W N 0 w x d, z 11.92 FL 0.35 IQ 12.42 TC iO RIu. M U 0.5% rnl 0.5%o v / Q` 12.rO FL 0.764% 1'e 12.56 CL 20 Ft. 0.764% 12.50 TC 1 70 TC a` Tr Tr P x W N ' O W • O' • N N 0) a II OIi J U Z W W W 0,- SD 2% 4 2% N N a 1 2 3 4 5 I T.B.M. = Bross Cap © CL of H St./Wabash Ave. Elev. = 1916.07 NORTH Scale: 1 "=20' 0' ( 20' 40' 60' Block 1 South ood 3rd Addition x 1912 T.B. F.H., SW Cor. Kent ./Wabash Ave. Chiseled "X" on East Bonnet Bolt Elev. = 1918.93 cILj ll 4P� iY / II II II II II Project r/ \ CITY OF HASTINGS, ENGINEERING DEPT. /710 Proj. No. Description Design By B.B ROSS AVENUE - H Street to Kent Street 2001-6 Construction Plan Dote 2/2002 Contractor Drown By B.B. Approved Orn. No. 1 of 1 1920 Vertical Curve: Vertical Curve: 1918 RI: Sta. 0+85 RI: Elev: 1915.64 L� 100' M.O. &48` Elev 1915.19 PA.-Sta: 1+67,5 P "Elev -1.913 26 L =•65` M.0..= +0.21 Elev: 1913:47 Scale: Horizontal: 1'= .20' Vertical: '1"= -2' 1920 1916 Proposed Grades to r Ici N- CO m rA CO p0 C" (Ni 0 N r W J U c0 a cc O 111 Co N 1918 1916 1914 1912 V P.0 ua r 6 1910 trt 0 Proposed Grade 0 N (a -1.40% +0.5°/d O S% +1.6' •/o 1908 1914 1912 1910 Existing -Grade Oita CGett 1 ciQFES-4 ,,, ktr • 4,...<4/4: .. A. ,m DA.Y.ID.L WACKER • aq a .. E-5090. 1906 1904 EEnisting Gradgs :N.SE -J U. 0303 1.5.14 .EndM.Pov.emen# 0 Q . 1908 N M ea a N ea N ro 1 03 1906 1904 0+00 +15 +35 1 +00 +04 +50 2+00 +04 +50 3+00 +04 4+00+D5 +50 +86.5 5+00 +47 +50 0+00 1+00 12 11 2+00 10 9 3+00 8 4+00 7 20' NORTH Scale: 1"=20' 0' 2,0' 4p' 60' 1 2 3 4 5 6 KENT STREET Zi 0 0 AN CITY OF HASTINGS, ENGINEERING DEPT. c0 0 Project ROSS AVENUE - H Street to Kent Street Proj. No. 2001-6 Description Joint Detail Design By B.B Dote 2/2002 Contractor Drown By B.B. APPr°S_Y Dm. No. 1 of 1 8' 10' 10' 8' c b r Lr I 8' 10' 10' 8' I co eo be 11.8' 111.8'I I ROSS AVE. I b r 11.8' 11.8' b 11.8' Adjustlast2 1 10' 10' 8' b 10' 10' 10' 10' b r I 1 1 b or 3 panels fit. to 18' 0o w o0 1I 0 8' 10' 10' 8' 1 2 3 4 5 6 KENT STREET Zi 0 0 AN CITY OF HASTINGS, ENGINEERING DEPT. c0 0 Project ROSS AVENUE - H Street to Kent Street Proj. No. 2001-6 Description Joint Detail Design By B.B Dote 2/2002 Contractor Drown By B.B. APPr°S_Y Dm. No. 1 of 1