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HomeMy WebLinkAbout72-01 C401 Sanitary Sewer0 0 N 0 0 0 r-i rn N c D L U- 1-3) 3 ti 0 U cn 3 0 0 cD rn LO i m I 1 835 • 11 825 1 815 :1 w (D Q w V) U') W UJI I"- Q z I= O U 0 II sow F— — Sheet 3w W C802 11 w z z Q () 3-- ¢ cn w co 0o J - --� -'- -- - w — - - -- - - - -- — -- - - - - -- - -- - -Z - F- Benchmark: USC &GS BM X -42 1934 — A standard disc stomped "X -42 1934" LiJ set in the SW comer of a 2'x2' concete R.R. semophone tower based located on Lit V) the east side of abandoned R.R., +/— 200' north of Main Street, +/— 15' west - 00 00 �N of centerline of 2nd Ave., +/— 100' south of 1st Street N.W. (1929 Datum) ELEV. Z 829.23' F- ACE TBM #30 — Chiseled "X" set in south side of lightpole base ® south side of Q the abandoned Kroger property. ELEV. 834.56' Z_ ACE TBM #60 — Chiseled "X" set in north bolt of a fire hydrant ® southwest F— corner of Autumn & Crescent Dr. ELEV. 837.09' C) ACE TBM #61 — Chiseled "X" set in east bolt of a fire hydrant ® southwest U corner of 3rd Ave & Adams. ELEV. 835.12' or_-, ACE TBM#62 — Chiseled "X" set in east bolt of a fire hydrant ® west side of 3rd IIAve., +/— 600' south of Adams. ELEV. 833.06' HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SANITARY SEWER PLAN 74' 1.009; 8 "P VC 55' 85' 0.50% 8 "PVC 251' 0 8 "PVC . 0.50% 42% H -- - - - - -- - - -- -- -8" VG - - - -- - - - - -- - - - - -- - -._ — — - - - -- :�z N 0.42% 00 rn Ld 8 "PVC --H U I) 3 � U 00 of 00 0 O N j 0_ Z- - - - - -- - - - - -- Z CONTRACTOR TO _ VERIFY DEPTH OF EXISTING WATER MAIN PRIOR TO CONSTRUCTION OF ANY SANITARY SEWERS. ENGINEER IS TO BE NOTIFIED IF A VARIATION EXISTS. 0.42% QA 1 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE. IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAI THAN FIVE (5) FEET TO THE FUTURE BUILDING FOUNDATION, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHE BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTE. r j — Sheet 3w De.. rlptW C802 11 w z z Q 3w z cn z Q 3-- ¢ cn w co 0o J - --� -'- -- - w — - - -- - - - -- — -- - - - - -- - -- - -Z - a 17 .. .. - -- - - -- `i`i - --. .-- - ----- --- --' - -- Q J (D ?i N Z IX - 00 00 �N 00 Q IX d- ¢ Q h F- O o _ Q V) Z (n N 00 Z �_ Or Z c�D� Q ^N � �v 00 a0 Q ON d"pp � Q (nCD OON ¢ Cq NOCV00 r-: 04 NONE 00 Q co 00 F-- ~ Cn �' Cn� 'Q �� 00000 ~ O 00 F- O Od '� 00 4--- O -r7ZO st- Z Q O" 'r' F-- - � cco Z in cam - - - -- - - -- - - .. - - � -- - -- - -- - - - - -- C'4 II. O � r) Z O 00 r7 : a0 U j j--- - -- — --------- - - - - - -- - - -- U-Z -Z- O - - - - -¢ CO 00 I- N - to a6p_. - - -- — - - - - -- . . - N j co j - -- ._ ?. ?. --- - -- _ >----- --- --- -- ---- -- N F- - OV Z c0 O 000 00 f V) cnry —?Z W 835 O ?O �00 d- ffl tnF-ZZ �Ujj 74' 1.009; 8 "P VC 55' 85' 0.50% 8 "PVC 251' 0 8 "PVC . 0.50% 42% H -- - - - - -- - - -- -- -8" VG - - - -- - - - - -- - - - - -- - -._ — — - - - -- :�z N 0.42% 00 rn Ld 8 "PVC --H U I) 3 � U 00 of 00 0 O N j 0_ Z- - - - - -- - - - - -- Z CONTRACTOR TO _ VERIFY DEPTH OF EXISTING WATER MAIN PRIOR TO CONSTRUCTION OF ANY SANITARY SEWERS. ENGINEER IS TO BE NOTIFIED IF A VARIATION EXISTS. 0.42% QA 1 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE. IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAI THAN FIVE (5) FEET TO THE FUTURE BUILDING FOUNDATION, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHE BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTE. r j — Sheet Detail Number De.. rlptW C802 11 Precast Reinforced Concrete Manhole C802 16 Sanitary Sewer Bedding Detail C802 18 Service Connection for Shallow Sewer C802 17 Wye & Lateral Capping Detail Q `L w 4i 1 Of 00 Q ���i F-- ~ '0 N z E-i � _ 2 cr7 ¢ 00 OHO N F- z c[') ¢ "-) ¢ 00 N O 840 ¢ Z r} N N ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. SCALE: 1 " =50' aso II ..__._____ _____.._. UJ _ —____. d C:) Z 0 845 z: ^� U-) W O cn z �� - - > 0o XREF: 369601 BS.DWG L Q O�O Z >- raf v 00 Q/ o Q `L w 4i 1 Of 00 Q ���i F-- ~ '0 N z E-i � _ 2 cr7 ¢ 00 OHO N F- z c[') ¢ "-) ¢ 00 N O 840 ¢ Z r} N N 00 O N ¢ --- --. -.. --- - - - - -- I"- - _.____..- O O coo Q _._._ -tn - tn 00 - - - - -- O c0.O0_F- -__ _ -.. - -- - - - -- --- - --- -0 �i O d- Cy 00 O 000 000 to C-1 ED CILZ -r) CD Cn Z �MZZ Z (nI-ZZ w �00 � jj N ~zz cnry —?Z W 835 --------- 830 825 -- - - -- - - - -- 8 "PVC 81, PVC 0.45% 8 PVC 150' 0.45% 82-0-- r TRACTOR TO VERIFY DEPiH OF i1NG SANITARY SEWER PRIOR TO S1RUCilON OF ANY SANITARY.__ SEWERS. ENGINEER IS TO BE NOTIFIED IF A VARIATION EXISTS. 5__ \A H L No. 9800085 � ••. STATE OF :• DATE: Gl'y�01 IIIIS DRAWING AND IHE IDEAS, DESIGNS AND CONCTPTS CONTAINED HEREIN ARE DIE EXCLUSIVE IN IF I I I C I UAI PROPI R I Y Of MI S(;I INI IDF R C.URPORAHON, AND ARE NOT 10 F3F USED OR REPRODUCED. IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) lc4bl Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z 01 3696.001 Q CHECKED BY: F ANITARY SEWER cc (Q XREF: 369601 BS.DWG XREF: TOPO.DWG XREF: SANITARY.DWG w Q (CC40n C:) E-i � LL, 00 Fi 0- S � N O 00 c0 (jj - - -- - : N C) E-4 ° z CILZ --------- 830 825 -- - - -- - - - -- 8 "PVC 81, PVC 0.45% 8 PVC 150' 0.45% 82-0-- r TRACTOR TO VERIFY DEPiH OF i1NG SANITARY SEWER PRIOR TO S1RUCilON OF ANY SANITARY.__ SEWERS. ENGINEER IS TO BE NOTIFIED IF A VARIATION EXISTS. 5__ \A H L No. 9800085 � ••. STATE OF :• DATE: Gl'y�01 IIIIS DRAWING AND IHE IDEAS, DESIGNS AND CONCTPTS CONTAINED HEREIN ARE DIE EXCLUSIVE IN IF I I I C I UAI PROPI R I Y Of MI S(;I INI IDF R C.URPORAHON, AND ARE NOT 10 F3F USED OR REPRODUCED. IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) lc4bl Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering SANITARY SEWER PROFILE IC.,I�c�I� L�I.ID Existing Grade New Grade Granular Backfill HORZ.: 1 " =50' SCALE: VERT.: T"5-'=-5' PROJECT NO.: 01 3696.001 CHECKED BY: F ANITARY SEWER V L (Q XREF: 369601 BS.DWG XREF: TOPO.DWG XREF: SANITARY.DWG w w (CC40n C:) E-i ­4 U : zo C) E-4 ° z w SANITARY SEWER PROFILE IC.,I�c�I� L�I.ID Existing Grade New Grade Granular Backfill HORZ.: 1 " =50' SCALE: VERT.: T"5-'=-5' PROJECT NO.: 01 3696.001 CHECKED BY: F ANITARY SEWER LAN & PROFILE : 001 \DWGS \C401.DWG XREF: 369601 BS.DWG XREF: TOPO.DWG XREF: SANITARY.DWG XREF: 369601S.DWG SHEET NO.: (CC40n