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Home My WebLink AboutPD1998-4bin'T C,-11 tilt IY1 at at 0+00 0+17.5 0+50 1+00 1+50 2+00 2-F50 3+00 3+50 4+00 4+50 5+00 W 6 'flu 4-0 Cl -17 L d d +> (4/) Mir 11 w roll!" g • \N. N-1.231a6o 3 20 Radius .10 ; a • 1 9 1931160 CL 11931.81S CL Lot 1 • EL.1932.03. 95 iELgt1932.00 EL•193L7 TC 11931.78 TC FL '1931:28 FL 0 N N i 1..31.24 FL 1930.93 FL .74 TC 1931.43 TC • • -. lonf51.7r \ 11930.56 TC 1930.06 FL 91.7 Lot 13 20 Radius • 11930.24 CL ¶t193�34 Cu 1929.88 FL 1930.38 TC • • Lot 2 85 11929.30 TC 1928.80 FL Cu 1928.80 FL T i9.16 CL N NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER 1929.30 TC 82 Lot 14 GO' 0= 11928.21 TC r1927.71 FL Cu 11928.07 CL Cu 1927.71 FL 1928.21 TC 1 Lot 3 85 3G 0' kep rk Sub. BLOCK 3 1927.13 TC .11926.04 TC 1926.63 FL '1925.54 FL LEISURE LANE el926.99 CL a. Cu 1926.63 FL 2.17% slope Cu 11925.90 CL Cu L ••• elk 1927.13 TC 82 Lot 15 BLOCK 5 kepairic Sub. 1925.54 FL 1926.04 TC Lot 4 86 11924.96 TC 1924.46 FL 1-1-924.82 CL u 82 Lot 16 924.46 FL 1924.96 TC NORTH Scale: 1"=20' 20' 0' 20' 1 11923.87 TC 1923.37 FL Cu 1 11923.73 CL N Cu 1923.37 FL 1923.87 TC 40' 82 Lot 17 60' 1935 Lot 5 86 11922.79 TC 11921.70 TC 1922.29 FL '1921.20 FL Cu H1922.65 CL (1J 1922.29 FL N Cu 1922.79 TC 82 Lot 18 11921.56 CL Cu 1921.20 FL 1921.70 TC A CITYsi20y c E GHASTINGSDEP T. C7 4 0 Project LEISURE LANE Proj. No. 1998-4 ascription Paving and Grades De* Ely D.W.M. Dote 12/8/98 Contractor Drown By D.W.M. Approved Nita Dm. No. 1 of 8 1930 1925 0 C 0 d +> ----------- ---------- SCALE: HORIZ.: 1" = 20' VERT.: " = 5' Proposed Grade Existing Grade 2.17Z slope 1920 1935 1930 1925 1915 1910 U1 c afro Lu :p 0 a cs). L (I) Cu 0-1 co a\ co Cu co 0+00 0+50 Cr) Cu co o‘ 1+00 Cu 1/4o Cu 1+50 05 CU as 2+00 S Cu a\ '-4 SD N •=1: Cu 0\ Cu co Cu 2+50 3+00 3+50 0) CuCu 4+00 Cu Cu a' If) 1/4° Cu Cu 4+50 SO Cu o\ „ • 0 _eon, Ct• e° wD AAVIc KDL ttrl ER--•"" - Ve). E-5050 C•,3 -3-g, laah,(,_-. 0. 41* 5+00 0 1920 1915 1910 C OJ 0 -- 0Lu d CL > 0 0_ 14.1 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+09.88 8+50 9+00 Lot 6 85.88 1921.70_ TC 1921.20 FL 945 - Lot 7 85 kep urk SuS. BLOCK 3 1921.56 CL N CJ 1921.20 FL 1921.70 TC 11920.62 TC '1920.12 FL N al GO' 0'11920.48 CL eater N N 1920.12 FL 11920.62 TC 1919.53 TC 11919.03 FL 11918.45 TC 1917.95 FL N LEISURE LANE 3G -0- 11919.39 CL N al 1919.03 FL 1919.53 TC N 11918.31 CL " N 2.17% slope 1917.95 FL 11918.45 TC Lot 8 85 9" - Lot 9 95 82 Lot 19 L C� BLOCK 5 kep&urk. Subo 81.05 Lot 20 - water 11917.36 TC 11916.47 TC 1916.86 FL 1915.97 FL N al 11917.22 CL J Cu io al 1916.86 FL 11917.36 TC N O 20' 11916.14 CL N N 1915.78 FL C O +' d t7 U 0 L 0 C W 1915. 9 TC 19 1916.28 TC 123.13 Lot 21 NORTH Seale: 1"=20' 20' 1915,9 FL N sir 0 1915.5 CL 0 110 1914.93 FL To of' Gas lin ete. 191 .16 1914'84 1914.92_a__ 1915.42 TC 19 40' 610' a rater N LAKEPARK LMIE 14. N Sidewalk and Pavement Removal Existing Elevations REMOVALS Description Station Side Amount Concrete road 0+17.5 to 0+37.5 Lt.&Rt. 103.2 s.y. Concrete sidewalk 0+17.5 to 0+37.5 Lt. 145.1 s.f. 6' P.C.C. Driveway 0+17.5 to 0+60 Lt. 87 sy 5' P.C.C. Sidewalk 0+17.5 to 0+25 Lt.&Rt. 175 sf BUILD Description Station Side Amount 6' 47B PCC concrete 0+17.5 to 8+09.88 Lt.&Rt. 3,089.5 sy 6' integral curb 0+17.5 to 8+09.88 Lt.&Rt. 1,623.6 if 6' P.C.C. Driveway 0+17.5 to 0+60 Lt. 87 sy 5' P.C.C. Sidewalk 0+17.5 to 0+25 Lt.&Rt. 175 sf NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER A ENGINEERING 0 OF DEPT. \/ Project LEISURE LANE Prot. No. 1998-4 Deunption Paving and Grades Design By D.W.M. Dote 12/8/98 Contractor Drawn Sy D.W.M. Approved 8y� Oro. No. 2 of 8 1935 1935 SCALE: HORIZ. VERT.: 1930 1"= 20' 1" = 5' 1930 1925 1920 1915 Existing Grade 1925 1920 Proposed Grade 217% slope ------ ----------a 1910 1915 73 In N O 0 O 0 > 0 as ti W SD N a' 0' co 0' a' M oa 0' s0 0-4 r, U7 0 If) 0' to C rno C +a t d In > v LI w 5+00 5+50 6+00 N 0' FIN U) O 0' N 0' 1910 teviDP,AVIcKDEL °•O"� 6ti _R ate_ opp • E-5090. .. Q7. °Q kY a�so ° 3 9�.a° °°° tithec 111 73 C ON 0 �-- O 0 o.> O cv 0 tu C 0).0 C.y d IA > XLJ W W 6+50 7+00 7+50 8+00 8+50 9+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 th. 20 Radius Radius Point Station 0+37.5 36' Left 10'-0'-- 10'_ 0' 11'-10' Typical Radius Point Station 0+37.5 36' Right 8/?0' 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 8/-0° 10'{{-0° 1010° 8/lo° 11'-10' Typical 36 -0' 36'-0' • 314II SWINE) IN Project LEISURE LANE Proj. No. 1998-4 °es` °`"n Construction Joints Design By D.W.M. Dote 12/14/98 Contractor Drown By D.W.M. Apr. Om. No. 3 of 8 • 314II SWINE) IN