Loading...
HomeMy WebLinkAbout0160.03i^ / V LiJ 0 LC or) � S ry .� Q nry J I- J Z Lij �v M J W c �y a M T_ 0 Z `4 . tA + IRON HORSE LANE 10+12.4 �s8s� + C' t <i N .r c E CL N. CO 0 c8 N rn O r 'o lV W c� 3 m M 15 Str, No. LEGEND Type Tc/Rim Inverts Dir. 800 °s ° ° °° EXISTING STORM SEWER MANHOLE 887.75 872.50 (SWI) 801 PROPOSED SANITARY SEWER CONC. END SECTION - PROPOSED STORM SEWER 873.40 (NE) 802 PROPOSED 4' SIDEWALK (BY HOME BUILDER) CONC. END SECTION (UNLESS OTHERWISE NOTED) 873.00 (NW) 803 YARD INLET 878.00 1 874.97 (WXSE)(S) 804 YARD INLET 878.00 875.42 (E) 805 CURB INLET 881.62 875.61 (N)(S) 806 CURB INLET 881.62 875.70 (N) 807 00 CONC. END SECTION Z W 873.00 (SE) 808 LO M YARD INLET 878.70 874.24, 873.24 (NW)(SWI)(S) 809 CURB INLET 880.51 874.05 (NEXSW) 810 CURB INLET 880.35 874.34 (NE)(SW) 811 YARD INLET 877.00 874.95 (NE) 812 CONC. END SECTION 875.17 (N) 813 YARD INLET 874.70 869.51 (N) 814 CONC. END SECTION 872.50 (S) 815 CONC. END SECTION 872.50 (SE) 816 MANHOLE 879.50 872.63 (NE)(NW) 817 CURB INLET 879.50 873.37 (NE)(SW) 818 CURB INLET 879.62 873.73 (SW) 819 CONC. END SECTION 872.50 (NW) 819A MANHOLE 882.40 872.64 (NW)(SE) 820 CURB INLET 881.78 872.76 (SE)(NE) 821 CURB INLET 881.78 872.86 (SW) 822 CURB INLET 881.71 873.16 (NW)(SE) 823 CURB INLET 881.88 873.25 (SE) 824 CONC. END SECTION 872.50 (SW) 825 MANHOLE 878.50 872.88 (W)(NE) 826 MANHOLE 880.00 874.19 (E)(SW)(N) 827 CURB INLET 881.07 874.84 (NW)(S) 828 CURB INLET 881.07 874.93 (NW)(SE) 829 YARD INLET 881.50 875.49 (NE)(SE) 830 YARD INLET 880.60 876.18 (SW) 831 CURB INLET 879.42 874.24 (NEXW ) 832 CURB INLET 879.42 874.33 (SW)(W)(E) 833 CURB INLET 881.04 875.39 (SE)(NE) 834 CURB INLET 881.21 875.54 (SE)(NW) 834A CURB INLET 880.04 875.85 (SE)(NW) 835 CURB INLET 879.87 876.00 (NW) 836 YARD INLET 880.50 874.82 (E) r� 'p t 1`10 iE 4 I G i I I 2, t j� 1 �g �1 Y 'Vpl� 2 f J W T_ o° Z NOTE:. THE PROPOSED STORM SEWER SYSTEM SHOULD INCORPORATE ANY TEMPORARY OR PERMANENTLY EXISTING FIELD DRAIN TILES DISCOVERED DURING CONSTRUCTION. NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES OR OTHER SUCH AMENITIES WITHIN THE R.O.W. ARE TO BE APPROVED. PRIOR TO INSTALLATION. a4 77, Y'Go• D.U.&S.L&L.M.A.E. u. 35 5 r - 4# r> 9 I o I � q R R1 z \ i # 181-1L SCALE: 1"= 50' z� i SBOO [�•�• /T�..........�/� � �i T L a j No { 19358 STATE OF Q EXISTING GRADE loe� T.0.8.= 878.00 PROPOSED GRADE T.O.B.- 880.00 4 4 N.P..873.00. ... 11 1�_0. 1 0" 10' -0" SAFETY � 1 J r LEDGE BOTTOM =865.00 SECTION "A " - "A" N.T.S. EXISTING GRADE - • "~~" T.O.B.= 878.00 - " PROPOSED GRADE T.O.B. =878.00 „. 4 N.P. ;872.50 ... 1 1 . -0n SAFETY_/ -1 1 113 LEDGE BOTTOM-864.50 SECTION "B " - "B" N.T.S. "HOLEY. MOLEY" SAYS: 1- 800 -382 -5544 CALL TOLL FBI - 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISrTING UNDERGROUND UTILIRIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. NUNN! o Y Y Q b m n LO O Ln zll `cam P 0 zz d� W 0 I) of }0 LEGEND $�a ....•............... EXISTING CONTOUR rn 14- EXISTING SANITARY SEWER ...annuo.„...m°_ °s ° ° °° EXISTING STORM SEWER ® PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER --�- - PROPOSED STORM SEWER -��� -- PROPOSED SWALE Z PROPOSED 4' SIDEWALK (BY HOME BUILDER) (UNLESS OTHERWISE NOTED) r 1 35 ( LOT NUMBER I N.P. � I NO PAD TO BE CONSTRUCTED. I PROPOSED 4" LATERAL PROPOSED 6" UNDERDRAINS EXISTING GRADE loe� T.0.8.= 878.00 PROPOSED GRADE T.O.B.- 880.00 4 4 N.P..873.00. ... 11 1�_0. 1 0" 10' -0" SAFETY � 1 J r LEDGE BOTTOM =865.00 SECTION "A " - "A" N.T.S. EXISTING GRADE - • "~~" T.O.B.= 878.00 - " PROPOSED GRADE T.O.B. =878.00 „. 4 N.P. ;872.50 ... 1 1 . -0n SAFETY_/ -1 1 113 LEDGE BOTTOM-864.50 SECTION "B " - "B" N.T.S. "HOLEY. MOLEY" SAYS: 1- 800 -382 -5544 CALL TOLL FBI - 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISrTING UNDERGROUND UTILIRIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. NUNN! o Y Y Q b m n LO O Ln zll `cam P 0 zz d� W 0 I) of }0 C-4 Lh Q °z_ rn 14- ao Z a J � (n Ld I ao N �I Lii Z 0 C) 00 Z W I C� LO M Z J V) a 0 n Q Z Q 0- 1- Z LJLiJ L n 0 LLJ W 0 LLJ V) LLJ ^0 10:^ 0 w !0 V 0 Z 2 Z z J Lil U SHEET NO. 5 of 28 sHEns " "a 33697