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HomeMy WebLinkAbout04060055 Built As1 2 I 3 I 4 I 5 I 6 1 7 I 8 9 I 10 I 11 I 12 FOR CONTINUATION SEE SHEET C102 out IUM CLC -V -_0i i.uu TOP OF BANK=891.00 ' t ff L,I L W C --- - - 0 0 (A, s B A 0 o ' I'" SEE 1LLAGE OF VIESPCLAY SEI ( 3M FOR PPE Ii0W71ON FUTURE Village of WestClay m ra 1 2 3 EARTHMOLIND TO BE REMOVED 4 5 M 7 F g 13 14 15 HOLEY HOLEY SAYS << DON'T � \ 1. ALL GRADES AT BOUNDARY SHALL "MEET GRADES. \ i DIG 2. IT SHALL BE THE RESPONSIBILITY OF EAC- CONTRACTOR TO � 90.7 VERIFY ALL EXISTING UTILITIES AND CONCI !ONS � x » PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BLIND BE THE 891.0 CONTRACTORS RESPONSIBILITY TO CONT/ 'T THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STk = LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER 0 THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS F';'JND ON THESE CSL I i , I PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAM".TON COUNTY 1-800'382-5544 - ` - SURVEYOR SHALL APPLY FOR ALL STORM ;EWERS. CALL TOLL FREE 4• STANDARD SPECIFICATIONS FOR CLAY TO't �4SHIP REGIONAL 00' 1-800-428-5200I WASTE DISTRICT APPLY FOR ALL SANITAR SEWERS. FOR CALLS OUTSIDE OF INDIANA 5. ANY PART OF THE SANITARY OR STORM _WER TRENCHES RUNNING UNDER PAVED AREAS TO BE Bl,`;i<FILLED WITH PER INDIANA STATE LAW IS -69-1991. GRANULAR MATERIAL. IT ITIS AGJNST HE LAW TO THE UNDERGROUND ASSUMED NORTH 6. THE SIZE AND LOCATION OF EXISTING UTILI'IES SHOWN ARE LOCATION SERVICE TWO (2) WORKING " PER INFORMATION PROVIDED BY THE RESI'':CTIVE UTILITY DAYS BEFORE COMMENCING WORK. SCALE: =50COMPANIES. ALL UTILITY COMPANIES SH LD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LC ,ATION OF SERVICES. 7. SERVICE WALKS SHALL BE NON-REINFORC :) CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRO! TAGE OF EACH LOT �1 C'i`L.1TJ�JL 1L� TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS ARE TO BE PLACED A-- ALL WALK 8 2 y INTERSECSIDEWALKSCORESNS DBETWEEN CORES ARE TO E EQUALLY E 'ACED BETWEEN - - - Existing Storm Sewer EXPANSION JOINTS, CONTRACTION JOINTS AND t r PERPENDICULAR TO SIDEWALKS AT 5' INTI OVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. -" - New Storm Sewer 10. TEMPORARY TRAFFIC CONTROL DURING Cr..',ISTRUCTION TO CONFORM TO APPLICABLE LOCAL AND ST, _` STANDARDS. �_� 9j•4 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE _ ro► Existing Sanitary Sewer PERFORMED IN COMPLIANCE WITH APPLIC„ )LE O.S.H.A. e9.9 12 STANDARDS O ORKER SAFETY. CONTRACTOR SHALLOMIINIMIZE DAMAGE TC XISTING TREES. New Sanitary Sewer 1.,. RFMOA AND BACKFIII ALL AREAS WHERL -ANY FIELD TILE PC CROSSES PROPOSED HOUSE PADS. ALL i`71_D TILES -'.?s�R CINTERCEPTED EDOBERPETUATED INTO LSEWER 'FExisting Contour SSMORLATHE SUBCONTRACTOR SHALL IN ST" �•- D WRITING THE OWNER AND THE ENGINEER ANY �`ET Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE '+CCOMPLISHED. w/ description 14. ALL FILL AREAS SHALL BE COMPACTED TC ,aT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557). FILL 000.00 New Pavement Grade UNDER THE FOOTING SHALL BE COMPACT TO AT LEAST 95 1.5 j - PERCENT OF THE MAXIMUM DRY DENSITY 'ASTM D-1557). i 000.00 All Other Finish Grades Storm Structure Number Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 000 SanitaryStructure Number 2. 03/29/99. DCC; REVISED PER TAC COMMETS 3. 04/19/99, MG; FINAL Q.C. REVISIONS. 4. 11/24/99, BET, CHANGED ALL ROLL CURBS TO CHAIRBA(r'; CURBS PER CLIENT. / Flow Arrow 5. 03/27/00, MG, 'RECORD DRAWING` 6. 05/10/00, BET, REVISED 'RECORD DRAWING' SSD AT RE OF LOT 286. x Denotes Elevation and 000.0 Approximate Pad Size I - ►. 6' CERTIFICATION;' Subsurface Drain Ori FOR RECORD DRK'JING" C D00.00 ... -- -SURFACE SU Swale (� RFACE DRAIN w-----� LOCATION`.. Water Main © 2' Chairback Curb A�H L" 'G1ST'ER••..h' O 2' Ch - airback Curb No. w/o Gutter 9800085 /0� ::� S��'. STATE OF ...........,��� V X �- :-- Temporary Construction ONA,LWWW�x��```�� Fence Tree Preservation Area ^� CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCE,'"S CONTAINED Pond Overflow RouteHEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY C' THE SCHNEIDER i I CORPORATION AND ARE NOT TO BE U FUTURE Al.age of WestClay CONNECT TO EXISTING SPECIAL END SECTION;`---' STRUCTURE IN CLARIDGE 'FARMS AND REPLACE SPECIAL STRUCTURE '1MTH MANHOLE 11 1 12 1 13 SED DR REPRODUCE_ IN WIiOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNO' , CORPORATION. 1998, The Schneider CorpC :tion The ScImeider Cqporatilol...,. Ilaunillun (Tossing Blvd. Engl!i Bring (�+rull• Indi +n� Sur." ing 160 3�1 Land :ipe Arrhite,•lure 317-5^, 111-5t71-:1-(99 hax Geol, . FornwrlW I) hnrider h;umeerin • K K Corp. / Huhlru, •vet'. Gibson & 4ssui•. BRENWICK DEVELOPMENT C.). Village of WestCla Section 12001 TPRTR1 DEVELOPMENT PL..i TBM #44 DateProject No. Drawn Approv. USGS, BENCHMARK 08/21 /98 123$.1201 BET, M :� CUT X NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE Computer Files Sheet No. FARM ENTRANCE. J:\1238\1201\DWGS\C101.DWG ELEVATION - 893.39 XREF: 1201BS.DWG, 3004bs.dwg XREF: MID-BS-E.DWG, 1202bs.dwg C1101. XREF: CAIO.DWG, CA1I.DWG XREF: CA13.DWG, CA14.DWG XREF: CLRESMTS.DWG 14 15 r I I r I . l . r . D. --- - - 0 0 (A, s B A 0 o ' I'" SEE 1LLAGE OF VIESPCLAY SEI ( 3M FOR PPE Ii0W71ON FUTURE Village of WestClay m ra 1 2 3 EARTHMOLIND TO BE REMOVED 4 5 M 7 F g 13 14 15 HOLEY HOLEY SAYS << DON'T � \ 1. ALL GRADES AT BOUNDARY SHALL "MEET GRADES. \ i DIG 2. IT SHALL BE THE RESPONSIBILITY OF EAC- CONTRACTOR TO � 90.7 VERIFY ALL EXISTING UTILITIES AND CONCI !ONS � x » PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BLIND BE THE 891.0 CONTRACTORS RESPONSIBILITY TO CONT/ 'T THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STk = LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER 0 THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS F';'JND ON THESE CSL I i , I PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAM".TON COUNTY 1-800'382-5544 - ` - SURVEYOR SHALL APPLY FOR ALL STORM ;EWERS. CALL TOLL FREE 4• STANDARD SPECIFICATIONS FOR CLAY TO't �4SHIP REGIONAL 00' 1-800-428-5200I WASTE DISTRICT APPLY FOR ALL SANITAR SEWERS. FOR CALLS OUTSIDE OF INDIANA 5. ANY PART OF THE SANITARY OR STORM _WER TRENCHES RUNNING UNDER PAVED AREAS TO BE Bl,`;i<FILLED WITH PER INDIANA STATE LAW IS -69-1991. GRANULAR MATERIAL. IT ITIS AGJNST HE LAW TO THE UNDERGROUND ASSUMED NORTH 6. THE SIZE AND LOCATION OF EXISTING UTILI'IES SHOWN ARE LOCATION SERVICE TWO (2) WORKING " PER INFORMATION PROVIDED BY THE RESI'':CTIVE UTILITY DAYS BEFORE COMMENCING WORK. SCALE: =50COMPANIES. ALL UTILITY COMPANIES SH LD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LC ,ATION OF SERVICES. 7. SERVICE WALKS SHALL BE NON-REINFORC :) CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRO! TAGE OF EACH LOT �1 C'i`L.1TJ�JL 1L� TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS ARE TO BE PLACED A-- ALL WALK 8 2 y INTERSECSIDEWALKSCORESNS DBETWEEN CORES ARE TO E EQUALLY E 'ACED BETWEEN - - - Existing Storm Sewer EXPANSION JOINTS, CONTRACTION JOINTS AND t r PERPENDICULAR TO SIDEWALKS AT 5' INTI OVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. -" - New Storm Sewer 10. TEMPORARY TRAFFIC CONTROL DURING Cr..',ISTRUCTION TO CONFORM TO APPLICABLE LOCAL AND ST, _` STANDARDS. �_� 9j•4 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE _ ro► Existing Sanitary Sewer PERFORMED IN COMPLIANCE WITH APPLIC„ )LE O.S.H.A. e9.9 12 STANDARDS O ORKER SAFETY. CONTRACTOR SHALLOMIINIMIZE DAMAGE TC XISTING TREES. New Sanitary Sewer 1.,. RFMOA AND BACKFIII ALL AREAS WHERL -ANY FIELD TILE PC CROSSES PROPOSED HOUSE PADS. ALL i`71_D TILES -'.?s�R CINTERCEPTED EDOBERPETUATED INTO LSEWER 'FExisting Contour SSMORLATHE SUBCONTRACTOR SHALL IN ST" �•- D WRITING THE OWNER AND THE ENGINEER ANY �`ET Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE '+CCOMPLISHED. w/ description 14. ALL FILL AREAS SHALL BE COMPACTED TC ,aT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557). FILL 000.00 New Pavement Grade UNDER THE FOOTING SHALL BE COMPACT TO AT LEAST 95 1.5 j - PERCENT OF THE MAXIMUM DRY DENSITY 'ASTM D-1557). i 000.00 All Other Finish Grades Storm Structure Number Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 000 SanitaryStructure Number 2. 03/29/99. DCC; REVISED PER TAC COMMETS 3. 04/19/99, MG; FINAL Q.C. REVISIONS. 4. 11/24/99, BET, CHANGED ALL ROLL CURBS TO CHAIRBA(r'; CURBS PER CLIENT. / Flow Arrow 5. 03/27/00, MG, 'RECORD DRAWING` 6. 05/10/00, BET, REVISED 'RECORD DRAWING' SSD AT RE OF LOT 286. x Denotes Elevation and 000.0 Approximate Pad Size I - ►. 6' CERTIFICATION;' Subsurface Drain Ori FOR RECORD DRK'JING" C D00.00 ... -- -SURFACE SU Swale (� RFACE DRAIN w-----� LOCATION`.. Water Main © 2' Chairback Curb A�H L" 'G1ST'ER••..h' O 2' Ch - airback Curb No. w/o Gutter 9800085 /0� ::� S��'. STATE OF ...........,��� V X �- :-- Temporary Construction ONA,LWWW�x��```�� Fence Tree Preservation Area ^� CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCE,'"S CONTAINED Pond Overflow RouteHEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY C' THE SCHNEIDER i I CORPORATION AND ARE NOT TO BE U FUTURE Al.age of WestClay CONNECT TO EXISTING SPECIAL END SECTION;`---' STRUCTURE IN CLARIDGE 'FARMS AND REPLACE SPECIAL STRUCTURE '1MTH MANHOLE 11 1 12 1 13 SED DR REPRODUCE_ IN WIiOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNO' , CORPORATION. 1998, The Schneider CorpC :tion The ScImeider Cqporatilol...,. Ilaunillun (Tossing Blvd. Engl!i Bring (�+rull• Indi +n� Sur." ing 160 3�1 Land :ipe Arrhite,•lure 317-5^, 111-5t71-:1-(99 hax Geol, . FornwrlW I) hnrider h;umeerin • K K Corp. / Huhlru, •vet'. Gibson & 4ssui•. BRENWICK DEVELOPMENT C.). Village of WestCla Section 12001 TPRTR1 DEVELOPMENT PL..i TBM #44 DateProject No. Drawn Approv. USGS, BENCHMARK 08/21 /98 123$.1201 BET, M :� CUT X NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE Computer Files Sheet No. FARM ENTRANCE. J:\1238\1201\DWGS\C101.DWG ELEVATION - 893.39 XREF: 1201BS.DWG, 3004bs.dwg XREF: MID-BS-E.DWG, 1202bs.dwg C1101. XREF: CAIO.DWG, CA1I.DWG XREF: CA13.DWG, CA14.DWG XREF: CLRESMTS.DWG 14 15 r I I r I . . . . . D. . i --- - - 0 0 (A, s B A 0 o ' I'" SEE 1LLAGE OF VIESPCLAY SEI ( 3M FOR PPE Ii0W71ON FUTURE Village of WestClay m ra 1 2 3 EARTHMOLIND TO BE REMOVED 4 5 M 7 F g 13 14 15 HOLEY HOLEY SAYS << DON'T � \ 1. ALL GRADES AT BOUNDARY SHALL "MEET GRADES. \ i DIG 2. IT SHALL BE THE RESPONSIBILITY OF EAC- CONTRACTOR TO � 90.7 VERIFY ALL EXISTING UTILITIES AND CONCI !ONS � x » PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BLIND BE THE 891.0 CONTRACTORS RESPONSIBILITY TO CONT/ 'T THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STk = LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER 0 THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS F';'JND ON THESE CSL I i , I PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAM".TON COUNTY 1-800'382-5544 - ` - SURVEYOR SHALL APPLY FOR ALL STORM ;EWERS. CALL TOLL FREE 4• STANDARD SPECIFICATIONS FOR CLAY TO't �4SHIP REGIONAL 00' 1-800-428-5200I WASTE DISTRICT APPLY FOR ALL SANITAR SEWERS. FOR CALLS OUTSIDE OF INDIANA 5. ANY PART OF THE SANITARY OR STORM _WER TRENCHES RUNNING UNDER PAVED AREAS TO BE Bl,`;i<FILLED WITH PER INDIANA STATE LAW IS -69-1991. GRANULAR MATERIAL. IT ITIS AGJNST HE LAW TO THE UNDERGROUND ASSUMED NORTH 6. THE SIZE AND LOCATION OF EXISTING UTILI'IES SHOWN ARE LOCATION SERVICE TWO (2) WORKING " PER INFORMATION PROVIDED BY THE RESI'':CTIVE UTILITY DAYS BEFORE COMMENCING WORK. SCALE: =50COMPANIES. ALL UTILITY COMPANIES SH LD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LC ,ATION OF SERVICES. 7. SERVICE WALKS SHALL BE NON-REINFORC :) CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRO! TAGE OF EACH LOT �1 C'i`L.1TJ�JL 1L� TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS ARE TO BE PLACED A-- ALL WALK 8 2 y INTERSECSIDEWALKSCORESNS DBETWEEN CORES ARE TO E EQUALLY E 'ACED BETWEEN - - - Existing Storm Sewer EXPANSION JOINTS, CONTRACTION JOINTS AND t r PERPENDICULAR TO SIDEWALKS AT 5' INTI OVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. -" - New Storm Sewer 10. TEMPORARY TRAFFIC CONTROL DURING Cr..',ISTRUCTION TO CONFORM TO APPLICABLE LOCAL AND ST, _` STANDARDS. �_� 9j•4 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE _ ro► Existing Sanitary Sewer PERFORMED IN COMPLIANCE WITH APPLIC„ )LE O.S.H.A. e9.9 12 STANDARDS O ORKER SAFETY. CONTRACTOR SHALLOMIINIMIZE DAMAGE TC XISTING TREES. New Sanitary Sewer 1.,. RFMOA AND BACKFIII ALL AREAS WHERL -ANY FIELD TILE PC CROSSES PROPOSED HOUSE PADS. ALL i`71_D TILES -'.?s�R CINTERCEPTED EDOBERPETUATED INTO LSEWER 'FExisting Contour SSMORLATHE SUBCONTRACTOR SHALL IN ST" �•- D WRITING THE OWNER AND THE ENGINEER ANY �`ET Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE '+CCOMPLISHED. w/ description 14. ALL FILL AREAS SHALL BE COMPACTED TC ,aT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557). FILL 000.00 New Pavement Grade UNDER THE FOOTING SHALL BE COMPACT TO AT LEAST 95 1.5 j - PERCENT OF THE MAXIMUM DRY DENSITY 'ASTM D-1557). i 000.00 All Other Finish Grades Storm Structure Number Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 000 SanitaryStructure Number 2. 03/29/99. DCC; REVISED PER TAC COMMETS 3. 04/19/99, MG; FINAL Q.C. REVISIONS. 4. 11/24/99, BET, CHANGED ALL ROLL CURBS TO CHAIRBA(r'; CURBS PER CLIENT. / Flow Arrow 5. 03/27/00, MG, 'RECORD DRAWING` 6. 05/10/00, BET, REVISED 'RECORD DRAWING' SSD AT RE OF LOT 286. x Denotes Elevation and 000.0 Approximate Pad Size I - ►. 6' CERTIFICATION;' Subsurface Drain Ori FOR RECORD DRK'JING" C D00.00 ... -- -SURFACE SU Swale (� RFACE DRAIN w-----� LOCATION`.. Water Main © 2' Chairback Curb A�H L" 'G1ST'ER••..h' O 2' Ch - airback Curb No. w/o Gutter 9800085 /0� ::� S��'. STATE OF ...........,��� V X �- :-- Temporary Construction ONA,LWWW�x��```�� Fence Tree Preservation Area ^� CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCE,'"S CONTAINED Pond Overflow RouteHEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY C' THE SCHNEIDER i I CORPORATION AND ARE NOT TO BE U FUTURE Al.age of WestClay CONNECT TO EXISTING SPECIAL END SECTION;`---' STRUCTURE IN CLARIDGE 'FARMS AND REPLACE SPECIAL STRUCTURE '1MTH MANHOLE 11 1 12 1 13 SED DR REPRODUCE_ IN WIiOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNO' , CORPORATION. 1998, The Schneider CorpC :tion The ScImeider Cqporatilol...,. Ilaunillun (Tossing Blvd. Engl!i Bring (�+rull• Indi +n� Sur." ing 160 3�1 Land :ipe Arrhite,•lure 317-5^, 111-5t71-:1-(99 hax Geol, . FornwrlW I) hnrider h;umeerin • K K Corp. / Huhlru, •vet'. Gibson & 4ssui•. BRENWICK DEVELOPMENT C.). Village of WestCla Section 12001 TPRTR1 DEVELOPMENT PL..i TBM #44 DateProject No. Drawn Approv. USGS, BENCHMARK 08/21 /98 123$.1201 BET, M :� CUT X NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE Computer Files Sheet No. FARM ENTRANCE. J:\1238\1201\DWGS\C101.DWG ELEVATION - 893.39 XREF: 1201BS.DWG, 3004bs.dwg XREF: MID-BS-E.DWG, 1202bs.dwg C1101. XREF: CAIO.DWG, CA1I.DWG XREF: CA13.DWG, CA14.DWG XREF: CLRESMTS.DWG 14 15 r I I r I 1 M L H G 2 3 4 5 6 i< 8,9 Lill 444 dLq I I; ,I I �94 aiT TFR� I I I r 1 99 ¢ 444 01, ,? =� ?92 `°T *46 BL�RE HEATH '`sS 011 14,- 29 i 905 d- I TEMPORARY F (10 �� DIG N ^ Go OO Go " BLIND 900 GoN r7 r- ap .r3Ln M Z 00 00 L.., co 00 ai �t V- a�0 ~ M 1 Q Z 40 ON _Z o 1-800-382-5544 cn 895 V) r— ? >: >;E CALL TOLL FREE 5. N�zz v Q 1 NEAREST DOWNSTREAM MANHOLE. (MH) 1890 zp > :- WYES AND LATERALS TO BE 6" PIPE UNL'::)S OTHERWISE �C-)zz SPECIFIED. WITHOUT NOTIFYING THE UNDERGROUND H G 2 3 4 5 6 i< 8,9 Lill 444 dLq I I; ,I I �94 aiT TFR� I I I r 1 99 ¢ 444 01, ,? =� ?92 `°T *46 BL�RE HEATH '`sS 011 14,- 29 i 885 1880 c 1 875 0 1 0 1 865 u, I r-- o� ,A 855 C A 0 CD c,(\J CTi Cli 00 U 00 0=00 M Z $ 19 10 11 > 12 FU TU RF w;� sir VILLAGE OF WESTCLAY SECTION 300 OLA Z.4 SANITARY SEWER 905 d- DON'T TEMPORARY F (10 �� DIG N ^ Go OO Go " BLIND 900 GoN r7 r- ap .r3Ln M Z 00 00 L.., co 00 ai �t V- a�0 ~ M 1 Q Z 40 ON _Z o 1-800-382-5544 cn 895 V) r— ? >: >;E CALL TOLL FREE 5. N�zz v Q 1 NEAREST DOWNSTREAM MANHOLE. (MH) 1890 885 1880 c 1 875 0 1 0 1 865 u, I r-- o� ,A 855 C A 0 CD c,(\J CTi Cli 00 U 00 0=00 M Z $ 19 10 11 > 12 FU TU RF w;� sir VILLAGE OF WESTCLAY SECTION 300 OLA Z.4 SANITARY SEWER V/ 1.04% 8` PVC — 224' 0.54% 8' PVC 1 0.50% 218' -44V-44177. 8' PVC _iw 45 SANITARY 1 2 3 4 5 6 7 PIAN 8" PVC 248' 0.48% ,24T_ -4457.- SEWER45'l SEWER PROFILE 8" PVC LO 0o co In Z rn . 1 Q r� 1: z p �U» 6)izz Cq Q ca U 00 a` 00 Z 122' O U cry Lil Cn O Q 8" PVC Z -----�_ F— z: O OfO L_ TF..�'�� Existing Grade New Grade Granular Backfill 11 1 12 13 HOLEY MOLEY SAYS 11. d- DON'T TEMPORARY (10 �� DIG N ^ 00 " BLIND 00 � 00 w r7 r- ap (or) Z 00 00 L.., ^ iO 00 ai ^ z IT SHALL BE THE CONTRACTORS RESPON`" ''ILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE :`VSTRUCTION Z 40 ON BEGINS. 1-800-382-5544 v QZO CONTRACTORS SHALL MINIMIZE DAMAGE " EXISTING TREES. CALL TOLL FREE 5. ALL WYE, LATERAL AND PROFILE STATION- ARE FROM THE v Q Z NEAREST DOWNSTREAM MANHOLE. (MH) FOR800 0428 F INDIANA zp > :- WYES AND LATERALS TO BE 6" PIPE UNL'::)S OTHERWISE �C-)zz SPECIFIED. WITHOUT NOTIFYING THE UNDERGROUND zz 7, ALL WYE CONNECTIONS SHALL HAVE A M' .''SUM OF FIVE (5) V/ 1.04% 8` PVC — 224' 0.54% 8' PVC 1 0.50% 218' -44V-44177. 8' PVC _iw 45 SANITARY 1 2 3 4 5 6 7 PIAN 8" PVC 248' 0.48% ,24T_ -4457.- SEWER45'l SEWER PROFILE 8" PVC LO 0o co In Z rn . 1 Q r� 1: z p �U» 6)izz Cq Q ca U 00 a` 00 Z 122' O U cry Lil Cn O Q 8" PVC Z -----�_ F— z: O OfO L_ TF..�'�� Existing Grade New Grade Granular Backfill 11 1 12 13 HOLEY MOLEY SAYS 11. DON'T TEMPORARY TRAFFIC CONTROL DURING CC,.STRUCTION TO DIG CONFORM TO APPLICABLE LOCAL AND ST ,TE STANDARDS. " BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SI„ TO BE PERFORMED IN COMPLIANCE WITH APPLIC, 3LE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPON`" ''ILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE :`VSTRUCTION BEGINS. 1-800-382-5544 4. CONTRACTORS SHALL MINIMIZE DAMAGE " EXISTING TREES. CALL TOLL FREE 5. ALL WYE, LATERAL AND PROFILE STATION- ARE FROM THE -5200 NEAREST DOWNSTREAM MANHOLE. (MH) FOR800 0428 F INDIANA PER INDIANA STATE LAW IS -69-1991. 6. WYES AND LATERALS TO BE 6" PIPE UNL'::)S OTHERWISE IT IS AGAINST THE LAW TO EXCAVATE SPECIFIED. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 7, ALL WYE CONNECTIONS SHALL HAVE A M' .''SUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TC THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE E',SEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO ',ASE SHOUI D THF INI) ul 11 it LAII_I<AL,, LIL GLUt)LR IIIAN VL (L)) ILLI IU THE BUILDING LINE, UNLESS NOTED OTHE'.WISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAS 'ED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIC- OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD TI'. END OF THE LATERALS BE CLOSER THAN FIVE (5) FEE - TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. C802 C802 WYE & LATERAL CAPPING DETAIL SANITARY MANHOLE No. 10 PRECAST REINFORCED SANITARY C802 CONCRETE MANHOLE TRENCH DE SANITARY SEWER LEGEND SCALE: 1"=50' TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN �E HYDRANT EAST SIDE HOOVER RD. ±100' S0;, ' -i OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 2. 03/27/00, MG, "RECORD DRAWING' CERTIFICATION '-0R 905 NOTE: "RECORD DRAW AG" Record drawing certification only for top of --acting, invert elevations and lengths of pipe. Slope perces--)ge represents a calculated figure and is for general inforr -tion only. 900 House lateral location, length and/or depth -)formation furnished by contractor and is excluded frc;• this certification. \\\\\\\\\11111111111111/p, ' 895 N0. oc i. 9800085 UjS�A� . STATE OF 890 UjDATE / 885, CERTIFIED BY _ �3 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEP CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY V 'HE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED WHOLE OR N >N PART, 1NTHOUT THE WRITTEN CONSENT OF THE SCHNSE! CORPORATION. 880 1998, The Schneider Corpor .ion A� a The Schneider 875 • _.. Coy■■�■�/� 1attor_,_ A i Z 0 Ilaluilluu t ru,sulg Blvd. Engin; "Ing 870 (army), Indl,uln Survey lfi(Ci'= Lands) ,e Architecture ;il �' "11'I -:4T!111 haly Geolu,LU. 865 Furwerlti �huulA-r turulrA•ru1K (urp. / butileu, M ,rr, Gibson &Assoc. CC BRENWICK DEVELOPUENT C Village of Westcla-,,� Section 12001 860 ate SANITARY SEWER PLAN 8 DProect No. Drawn Approv. 55 08/21/98 12j38.1201 BET, M(Computer Files Sheet No. » > J:\1238\1201\DWGS\C402.DWG H O R Z .: 1 = 5 0 XREF: 1201 BS.DWG SCALE: XREF: 10098S.DWG VE R T.: 1 "= 5' XREF MID-BS-E.DWG XREF: SANITARY.DWC XREF: 12028S.DWG 13 14 15 I I r I I