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HomeMy WebLinkAbout05030006.17GR u AfTON STREET M MI III K Ip /W li 11 I GRAFTON STREET 920 2 +00 FORSYTI STREET - e -:*� - ALCOTT STREET CONGRESS STREET I I N C 1 11 1 TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION – 893.39 NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. MANIGAULT STREET I. 1 1 11111,A] 1\ / VYI■ 1 1 11 CONGRESS STREET MANIGAULT STREET FORSYTH STREET 890 1 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) 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. 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 A MORE STRINGENT COVER REQUIREMENT, THE UnPF CTRIN(:FNT RF()IIIRFkAFNT CHAII (()VFRN 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. Sheet Detail Num ber Description O � Q, � N, Ln QO r--� 1,2,3 00 M SHEET TITLE: C801 6 Concrete Sidewalk Detail + o + CD + o C801 7 Sidewalk Ramp For Handicapped Detail ej + � C801 13 Chairback Curb w/ Reverse Slope Gutter Detail � I ± ° M 12 Chairback Curb and Gutter Detail Ln C801 I II II Valley Gutter Detail 915 II C80 + CD Q w < > > Intersection Details > �- II sT cn w V) w w > - Cn w x d II I 0- a- >> � � Cl- > Q N J Q - - LLjj W d CD N CC0 00 W 00 N r''� cD > _ > O_ cl- �a r- O N Ln � N O 00 O r7 Ln 00 I` Lr� r7 °° � 910 d' O – – – – r7 O Oo 00 CO t` N N I O - n 00 –208q 0 0rn Qi Orn OO 00 CO 0.96% _ _ - - - -- -- -_ � 0.71% __ c6 0 0 0 0 905 ---- - - - - - - - - - - -- - - - - __--- - - - - -- - ---- - - - --- 0 0 0 0 0 0 CD 0 rn CD 0 0 \ J/ 0 0 CD 0 WATERMAIN �8° 0 0 0 0 0 0 0 M M a) 0 rn rn o rn rn W EE?MA.IN rn rn o M rn o� I ",-8" Cn M rn M 7 M 0� 0) 0) 0) M M 0-) M o M rn WATERMAIN 0) 1 +00 ''_ +00 3 +00 4 +00 5 +00 6 +00 7 +00 7 +73.00 1 +00 2 +00 3 +00 6 +60.91 900 _ o o a U CD C)f a) I N z co 895 co { I 00- I 890 1 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) 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. 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 A MORE STRINGENT COVER REQUIREMENT, THE UnPF CTRIN(:FNT RF()IIIRFkAFNT CHAII (()VFRN 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. STREET PLAN + II Q F- V7 o � 0� II LLjj II > Q J (n W 0 0 II W J W 00 CD 0 0 U O 8" WATERMAIN N Z Ln CCU U 000 d 00 go SCALE: 1 "=50' GLEBE STREET Sheet Detail Num ber Description O � C801 1,2,3 Street Cross Section Detail; SHEET TITLE: C801 6 Concrete Sidewalk Detail N: \1238 \6001 \DWGS \C201- 206.DWG C801 7 Sidewalk Ramp For Handicapped Detail ej + � C801 13 Chairback Curb w/ Reverse Slope Gutter Detail � C801 12 Chairback Curb and Gutter Detail i C801 11 Valley Gutter Detail + CD C80 115 Pipe Underdrain Detail C303 —C304 Intersection Details ® All Streets to be 28' F —F in width unless otherwise noted. All Rights —of —way to be 50' in width unless otherwise noted. STREET PLAN + II Q F- V7 o � 0� II LLjj II > Q J (n W 0 0 II W J W 00 CD 0 0 U O 8" WATERMAIN N Z Ln CCU U 000 d 00 go SCALE: 1 "=50' GLEBE STREET Ln U 00 I N Z 92a Ij 915 � 910 sos 900 j � ass II :•1 885 ' 1 1 1 885 1 � � o+ I New Grade j O � CQ O � � I CCU � °rn SHEET TITLE: O � � � I I r.) � � o � cc � CD N: \1238 \6001 \DWGS \C201- 206.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PINCKNEY— BS.DWG ej + � I CD CD 880 �' 880 CD � �' I + CD r) o w i II II Q > CO � + CD � N r7 CD CD CD V- W c+o oo� �- N + O °� > - d x d I n I II � CD 1C-) Q -1 w LLjj W 00 N CD N CC0 00 N c0 O M 00 N r''� cD > _ > O_ cl- I r- O N Ln � N O 00 O r7 Ln 00 I` Lr� r7 00 r7 co - O 00 c0 � c0 M CO N d' O – – – – r7 O Oo 00 CO t` –0.70% O - n 00 cD 00 CO o0 0 0rn Qi Orn OO 00 CO C.0 � n n -------- - - - - -- t` cD CD -_ � 0.71% -- - - - - - - - - - - c6 0 0 0 0 - -- --------- - - - - -- - - -, 0 0 0 0 0 0 0 0 0 0 CD 0 rn CD 0 0 \ J/ 0 0 CD 0 WATERMAIN 0 0 CD 0 rn M 0 0 0 0 0 0 0 M M a) 0 Ln U 00 I N Z 92a Ij 915 � 910 sos 900 j � ass II :•1 885 ' 1 1 1 885 1 � � o+ I r � New Grade j O � CQ O � � I CCU � °rn SHEET TITLE: O � � � I I r.) � � o � cc � CD N: \1238 \6001 \DWGS \C201- 206.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PINCKNEY— BS.DWG ej + � I CD CD 880 �' 880 CD � �' I + CD r) o w i Q) CO � + CD c+o oo� �- a) Q E-1 d x d Q) l W C) � 1C-) f` CCU r'7 Q0 00 N 00 CC0 00 N c0 O M 00 N r''� cD O d' 00 Ln c0 cD 00 1-C) N 00 M cD c0 01 N d d O M r r- O N Ln � N O 00 O r7 Ln 00 I` Lr� r7 00 r7 co - O 00 c0 M r7 00 � r7 cD c0 M CO N d' O d 6� r7 O Oo 00 CO t` t` O - n 00 cD 00 CO o0 0 0rn Qi Orn OO 00 CO C.0 � n n t` cD CD (D cD c0 Cp � � c6 0 0 0 0 0 m CD orn 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 rn CD 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 CD 0 rn M 0 0 0 0 0 0 0 M M a) 0 rn rn o rn rn rn m rn rn o M rn o� m M M Cn M rn M 7 M 0� 0) 0) 0) M M 0-) M o M rn M o M 0) 1 +00 ''_ +00 3 +00 4 +00 5 +00 6 +00 7 +00 7 +73.00 1 +00 2 +00 3 +00 6 +60.91 STREET PROFILE T[ -:4C� /Existing Grade \ New Grade SCALE: HORZ.: 1 „' =50' VERT.: 1"=5 z 0 IN No, �\\ 11111 I I I I I I I 1 \11,,o���ppN T. B %, 1STE,��'if'- No. 10000075 E ?u STATE OF 0��s, 'VDIA0- ;0NAIL111�� DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) IC4461 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: CQ DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C201- 206.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PINCKNEY— BS.DWG XREF: 6003— BS.DWG SHEET NO.: (C202 � O w Q) CO �-1 O O W Q E-1 d x d Q) l W C) � 1C-) ct1� z r-1 • r4 DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C201- 206.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PINCKNEY— BS.DWG XREF: 6003— BS.DWG SHEET NO.: (C202