Loading...
HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 13MANHOLE 109 O ��O J Orn z in F z p E O N W� J OQ a l o Q N up W J +(0 zQ U <1_0 EXISTING GRADE 00 II m l- a. W` J O Q 0 0 h. 0 0 0 M00 WAN II 0 (ill?' z O J 0 z Q II w STA. 0 +00 T.C.= 861.92 12 R.C.P. V INV.= 858.19 O PROPOSED II WATER 110 L.F 85 40 5. 21 G 35 P 8" S.D.R. 35 P.V.C. W. INV.= 856.80 8" S.D.R. P.V.C. S. I 856.50 N 857.20 S 70 L.F. 1.00% 8" SD.R. 35 P.V.C. EXISTING GRADE w CC e w I- eJ PROPOSED GRADE 12" R. C P. 12 R.C.P. INV.= 860.33 0 •NIW I z INV. =860.83 0 83 L.F. 249 L.F. 0.30% 10" S.D.R. 35 P.V.C. 15" R.C.P. INV.= 856.53 PROPOSED WATER 0 0 12" R.C.P. INV. =857.07 II H 12" S.D.R. 35 P.V.C. I EX. 9" P.V.C. SW. INV.= EX. 9" P.V.0 SE. INV' =8 -i354� 8 S.D.R. 35 P.V.C. N. INV. =853.37 167 L.F. 0.30% 10" S.D.R. 35 P.V.C. 135 L.F. 283 L .F. 0.25% S.D.R. 35 P.V.C. 7% INV. =854.77 852.62 NE. 852.37 SW. 852.27 E 851.x2 w. 0.30% 851.42 E. 850 w. 8" S.D.R. 35 P.V.C. NW.INV. =854.57 10" S.D.R. 35 P.V.C. 850.81 SE. 0.30% 850.41 NW. 8 S D R 850.31 NE. �L�aINv. w STUB 35 L.F.10" S.D.R. 50 P.V.C. PIPE SW. @0.30% INV. 852.72 35 (2) EX. 12" F NE. INV. =B SW. INV. =B I CONTRACTOR TO VERIFY INV. PRIOR TO CONSTRUCTION MANHOLE 109 LO Ot. 0 o po 00 II Q U J u) O z z Q EXISTING GRADE PROPOSED GRADE OL 01 00 +0 'VIS STA. 1+80 T.C. =864.4 0 W J 0 z Q 12 R.C.P. INV.= 859.52 0 300 L.F. 0 ,r.. .45 858.15 S.D.R. 35 P. V.C. 1 I 8" S.D.R. P.V.C. N.. I PROPOSED GRADE I 856.80 W. 12 R.C.P. V INV.= 858.19 O PROPOSED II WATER 110 L.F 85 40 5. 21 G 35 P 8" S.D.R. 35 P.V.C. W. INV.= 856.80 8" S.D.R. P.V.C. S. I MANHOLE 102 co 0 N co W N cc> c0 O co 1 Z 11 I- 0 (f) F STA. 1+80 T.C. =864.4 0 W J 0 z Q EXISTING GRADE PROPOSED GRADE I I I I 12 R.C.P. V INV.= 858.19 O PROPOSED II WATER 110 L.F 85 40 5. 21 G 35 P 8" S.D.R. 35 P.V.C. W. INV.= 856.80 856.50 N 857.20 S 70 L.F. 1.00% 8" SD.R. 35 P.V.C. EXISTING GRADE 12" R. C P. •NIW I INV. =860.83 PRCPOSED D 858.29 857.92 1 76 L. F 1 .91 WATER I I SE j 8 S D R 35 ID- V-C I I 854 5 STUB 60 L.F. 8" S.D.R. 35 P.V.C. ----644i PIFE N. ©0.45% INV.= 858.02 10" S.D.R. STUB 35 L.F. 8" S.D.R. 35 P.V.C. P.V.C. SW.I PIPE SE.@ 0.57% INV.= 854.57 10" S.D.R. P.V.C. NE.I MANHOLE 102 oo O Opt N -p co 0 U F- Q (f)1-: O J O= I co z II Q 0') STA. 1+80 T.C. =864.4 PROPOSED GRADE II EXISTING GRADE I I I I 12 R.C.P. V INV.= 858.19 O PROPOSED II WATER 110 L.F 85 40 5. 21 G 35 P 8" S.D.R. 35 P.V.C. W. INV.= 856.80 856.50 N 857.20 S 70 L.F. 1.00% 8" SD.R. 35 P.V.C. I 35 I \1V.= 851.52 35 NV.= 851.42 870 860 STUB 35 L.F. PIPE SE. @0. 850 SCALE: 1"=50' HOR. 1"=5' VERT. W 0 STREET C rum': 1 1 k I i 41111DYA STA. 8 +33 STREET B STREET B STREET F m 27 L.F. -6" WYE LAT. o, 1*1 STA. 0 +43 27 L.F. -6" WYE LAT. STA. 0 +41 29 L.F. -6" WYE LAT. STA. 1 +05 29 L.F. -6" WYE LAT. a STA. 1 +03 i�r:\■ A. 1+76 15 L.F. -6" WYE LAT.' STA. 0 +31 14 L.F. -6" WYE LAT. STA. 0 +29 13 o WYE LAT. STA 1 +46 13 U' W YE LAT. STA. 1+44 16 L.F. -6„ WyE LAT• STA. 1 +01 16 L.F. -6„ w WYE LAT. STA. 0 +99 16 L.F. -6„ W YE LAT• STA. Q +57 16 L.F. -6" WYE LAT- ST A. 0 +55 9 +1 STA. 0 +00 NW. F UTURE SEC TION 870 860 35 V V.= 852.72 35 NV.= 852.62 870 860 10" S.D.R. P.V.C. W. I 10" S.D.R. P.V.C. E. N r SCALE: 1"=50' HOR. 1 =5 VERT. SCALE: 1"=50' HOR. 1"=5 VERT. CO A. 0 +00 N. +83 FA. 4+17 SCALE: 1 =50' HOR. 1 =5 VERT. STA. 0 +00 I I I I I I 870 860 (DROP) PIPE 855.76 PIPE 49.71 850 .V.C. PIPE 9.49 49.49 870 860 35 J V.= 856.50 35 J V.=856.40 \OT S FULL D=PTH GRA \ULAR BACKFILL SHALL B INSTALL D 0\ ALL SEWER LATERAL STREET CROSSINGS 8c COMPACT D PER I.\ D.O.T. STA\ VIN. SLOP SHALL PR ES P -VAL CO \TRACTOR SHALL EXTE \D SEWER LATERALS T RU EASEM- \TS AS SHOWN. A VIN UV1 OF 5 FT. A\ D A MAX MUM OF 6 FT. OF COVER OVER LATERAL TERM AT O ALL MA \HOLES TO 4" RISER R \G TO ER THE T I\ ALL CAS \OT SCALE: 1 50' BE CO\ ESTABLIS IS F (S STATE STA \DAR3S ES. S JL� A \D) TRUCT PLA EPT DARDS. D WITH 0\-1 CAST \G GRAD GRA \ULAR BAC NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. KELL NOTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. DRAWN BY: BAH S &A JOB NO. 52605CTX W F- 0 ,,,,,l% STOEPpi. J ••G1STEA, I No. s: 19358 -o STATE OF :t2 IONAL 0 0 N U X 0 U- a� 0 0 0 1 00 N 0 0 00 0 U- 0 F- O W D J O 0 z CHECKED BY: EEF SHEET NO. C500 S:\5260551\dwg\C500-Sanitary Plan Profile.dwg, Layout', 12/5/2006 12:29:27 PM, bhuff, 1:1 AN PLACE SECTION ONE STOEPPELWERTH CONSULTING ENGINEERS LAND SURVEYORS (317) 849-5942 (317) 849-5935 9940 Allisonville Rd., REVISIONS