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05110019 Civil Construction Plans (Marked Preliminary Not for Construction) Rcv. 2/6/2006 DOCS
IF= 0 0 0 z 0 r H W ILLv� ®.1 V 11! 0 LLJ �FEA AP NOT TO SCALE NOT TO SCALE SITE AP SCALE: 1" =100' EDt PUD SEC. 29, T1 8N, R3E ti . ......... "' IV _ —�. '� .__a T"m - 7" a -b° ` ��� - �. =' - -. A E , ILT� he accuracy of .any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Ficod Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (unshaded) as said tract plots by scale on Community Panel Number 18057CO205F the Flood Insurance Rate EY1aps for Hamilton County, Indiana (maps dated Februrary 19, 2003). =(a]NHY�q,(C7 The subject tract is part of the Village of West Clay PUD. Docket too. 05110019 TAC: Stratford Assisted Living at the Village of West Clay REVISIONS: - r DATE: " BY: DESCRIPTION: 102/03/061 RDR I REVISED PER TAC COMMENTS PROJECT ENGNEER: RLD CHECKED BY AI C 912 BLUFF ROAD BRENTWOOD, TN 37027 PH: 615 - 776 -1117 F A X 776 -657 CONTACT: Stevan Armstrong, EMAIL: sarmstrongcstrattordoompanies .com INDEX SHEET No. DESCRIPTION C100 COVER SHEET _ ^� C101—C1 02 SITE PLAN SITE GRADING PLAN C103 —Cl04 C105 —C106 SITE UTILITY PLAN C107 —C108 T�* STORMWATER POLLU'EVENTION PLAN SANITARY PLAN AND PROFILE' C401 C701 WATER DISTRIBUTION PLAN C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS o GENERAL DETAILS C901 —C902 , L101 —L102 LANDSCAPING PLAN & DETAILS L801 —L901 LANDSCAPING DETAILS & SPECS W 141 st St W 141 st t N 7t, f T- I v O W h St Q' X1+19 4i'r -- W 131 st St ;;;,;; . St W 126th St W A 126th St -v o: L v Qf L- v O -0_ o -(D U W 121 st St N v � 0 = v U 4- 31 e a ° E 11 W 116th St W 116th St _ � U � L O >. � Cy- U L Burning E 1 1 1 th N ree Ln IF= 0 0 0 z 0 r H W ILLv� ®.1 V 11! 0 LLJ �FEA AP NOT TO SCALE NOT TO SCALE SITE AP SCALE: 1" =100' EDt PUD SEC. 29, T1 8N, R3E ti . ......... "' IV _ —�. '� .__a T"m - 7" a -b° ` ��� - �. =' - -. A E , ILT� he accuracy of .any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Ficod Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (unshaded) as said tract plots by scale on Community Panel Number 18057CO205F the Flood Insurance Rate EY1aps for Hamilton County, Indiana (maps dated Februrary 19, 2003). =(a]NHY�q,(C7 The subject tract is part of the Village of West Clay PUD. Docket too. 05110019 TAC: Stratford Assisted Living at the Village of West Clay REVISIONS: - r DATE: " BY: DESCRIPTION: 102/03/061 RDR I REVISED PER TAC COMMENTS PROJECT ENGNEER: RLD CHECKED BY AI C 912 BLUFF ROAD BRENTWOOD, TN 37027 PH: 615 - 776 -1117 F A X 776 -657 CONTACT: Stevan Armstrong, EMAIL: sarmstrongcstrattordoompanies .com ffl7:.: Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317 -826 -7100 317 -826 -7200 Fax www.schneidercorp.com CERT E —MAIL ADDRESS: DATE CHECKED: 10/31/05 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering BY: Robert L. Doster P.E. rdoster ©schneidercorn.com 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. © 2005, The Schneider Corporation 0 "o - -, -1. - -~ . i >B �! #44 USGS BENCHMARK CU ► "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. x-100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 JOB No. 1238.044 B=ILE NAME: NA1238 \044\d'wcs \C100.dwg jLIE SHEET OF 23 INDEX SHEET No. DESCRIPTION C100 COVER SHEET _ ^� C101—C1 02 SITE PLAN SITE GRADING PLAN C103 —Cl04 C105 —C106 SITE UTILITY PLAN C107 —C108 T�* STORMWATER POLLU'EVENTION PLAN SANITARY PLAN AND PROFILE' C401 C701 WATER DISTRIBUTION PLAN C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C806 GENERAL DETAILS C901 —C902 SPECIFICATIONS L101 —L102 LANDSCAPING PLAN & DETAILS L801 —L901 LANDSCAPING DETAILS & SPECS ffl7:.: Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317 -826 -7100 317 -826 -7200 Fax www.schneidercorp.com CERT E —MAIL ADDRESS: DATE CHECKED: 10/31/05 Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering BY: Robert L. Doster P.E. rdoster ©schneidercorn.com 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. © 2005, The Schneider Corporation 0 "o - -, -1. - -~ . i >B �! #44 USGS BENCHMARK CU ► "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. x-100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 JOB No. 1238.044 B=ILE NAME: NA1238 \044\d'wcs \C100.dwg jLIE SHEET OF 23 � 7)1 (REFER TO ARCHITECTURAL PLANS} rZ� Q f I 0# 8'X20' Parallel Parking Spaces — 5 # 9'X20' Parallel 00011 L C i ASSUMED NORTH SCALE: 1 =30 ' 30 0 15 30 60 GRAPHIC SCAL E l')=301 I t a� 0 0 0 0 0 0 0 O O O O HOLEY MOLEY SAYS DON7 DIG BILINDA "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 °382 °55 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. Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Wa 2 y C803 1 Heavy Duty Pavement C803 Concrete Pavement 3 0803 6" Straight Curb 8 C$o3 Curb & Walk 0803 Talk 14 C803 Handicap Ramp 0803 Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLAINS) Handicap Parking Sign 11 13 c803 cso3 Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Flan) r6 Light Duty Pavement C803 Pavement Striping Retaining Wall Screen T ARCHITECTURAL PLATS) 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CCNDI iIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSiBiLITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHAH BE NON — REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 110- /M-� 1�� 111- 11@ 1 C " 1100111111111 . ' I I A part of the Southeast Quarter of Section 29, Township 18, Range 3 East, in Clay Township, Hamilton County, Indiana described as follows: Commencing at the Southeast Corner of said Southeast Quarter; thence North 00 degrees 11 minutes 59 seconds West along the east line of said Southeast Quarter a distance of 1130.92 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 85.00 feet to the Point of Beginning; thence South 44 degrees 48 minutes 01 seconds `Jest a distance of 70.71 feet; thence South 89 degrees 48 minutes Oi seconds West a distance of 373.77 feet; to a point on a tangent curve having a radius of 25.00 feet, the radius point of which bears North 00 degrees 11 minutes 59 seconds West; thence westerly, northwesterly and northerly along said curve an arc distance of 39.27 feet to a point which bears South 89 degrees 48 minutes 01 seconds West from said radius paint; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 83.00 feet to a point on a tangent curve having a radius of 75.00 feet, the radius point of which bears South 89 degrees 48 minutes 01 seconds Nest; thence northerly and northwesterly along said curve an arc distance of 37.84 feet to a point which bears North 60 degrees 53 minutes 43 seconds East from said radius point; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 268.75 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 103.34 feet; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 194.00 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 150.00 feet; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 169.36 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 411.45 feet; thence South 00 degrees 11 minutes 59 seconds East parallel with said east line a distance of 726.36 feet to the Point of Beginning, containing 8.38 acres, more or less. O U U 0 0 I v-i o oC � N i_I_I O cif I O No._ PE19500260 = STATE OF a 0 AND I A c DATE: ( THIS DRAWING AND 46E(S&DRESIGNS 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)' Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering (REFER TO ARCHITECTURAL PLANS} rZ� Q Curb Taper C803 0# 8'X20' Parallel Parking Spaces — 5 # 9'X20' Parallel Parking Spaces — 4 �# 9'x18' Parking Spaces — 35 ff: N:\ 1238 \6001 \dwgs \PET11GRU \PMGRU- BS.dwg Total Parking Spaces -- 44 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CCNDI iIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSiBiLITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHAH BE NON — REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 110- /M-� 1�� 111- 11@ 1 C " 1100111111111 . ' I I A part of the Southeast Quarter of Section 29, Township 18, Range 3 East, in Clay Township, Hamilton County, Indiana described as follows: Commencing at the Southeast Corner of said Southeast Quarter; thence North 00 degrees 11 minutes 59 seconds West along the east line of said Southeast Quarter a distance of 1130.92 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 85.00 feet to the Point of Beginning; thence South 44 degrees 48 minutes 01 seconds `Jest a distance of 70.71 feet; thence South 89 degrees 48 minutes Oi seconds West a distance of 373.77 feet; to a point on a tangent curve having a radius of 25.00 feet, the radius point of which bears North 00 degrees 11 minutes 59 seconds West; thence westerly, northwesterly and northerly along said curve an arc distance of 39.27 feet to a point which bears South 89 degrees 48 minutes 01 seconds West from said radius paint; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 83.00 feet to a point on a tangent curve having a radius of 75.00 feet, the radius point of which bears South 89 degrees 48 minutes 01 seconds Nest; thence northerly and northwesterly along said curve an arc distance of 37.84 feet to a point which bears North 60 degrees 53 minutes 43 seconds East from said radius point; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 268.75 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 103.34 feet; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 194.00 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 150.00 feet; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 169.36 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 411.45 feet; thence South 00 degrees 11 minutes 59 seconds East parallel with said east line a distance of 726.36 feet to the Point of Beginning, containing 8.38 acres, more or less. O U U 0 0 I v-i o oC � N i_I_I O cif I O No._ PE19500260 = STATE OF a 0 AND I A c DATE: ( THIS DRAWING AND 46E(S&DRESIGNS 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)' Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: T �.J z W o co co CHECKED BY: RDR ALF SHEET TITLE: SITE ��! DRAWING FILES: : \1238 \044 \dwgs \C101- C102.dwg U ff. N: \1238 \6001 \dwgs \12386001e.dwg ff: N:\ 1238 \6001 \dwgs \PET11GRU \PMGRU- BS.dwg ff: N: \1238 \6001 \dwgs \Towne Road \TR- STM- BS.dwg ER N: \1238 \6003 \dwgs \6003- BS.dwg ff: N: \1238 \044 \dwgs \Title1.dwg ,REF: N: \1238 \6001 \dwgs \6001- BS.dwg REF: N: \1238 \D44 \dwgs \044bs.dwg ff: R: \5k \5471 \001 \dwgs \5471001bsdwg SHEET NO.: U O � M o H C4 r'4 M w CQ rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: SITE PLAN DRAWING FILES: : \1238 \044 \dwgs \C101- C102.dwg EF: N: \1238 \T0P0 \Ca21.dwg ff. N: \1238 \6001 \dwgs \12386001e.dwg ff: N:\ 1238 \6001 \dwgs \PET11GRU \PMGRU- BS.dwg ff: N: \1238 \6001 \dwgs \Towne Road \TR- STM- BS.dwg ER N: \1238 \6003 \dwgs \6003- BS.dwg ff: N: \1238 \044 \dwgs \Title1.dwg ,REF: N: \1238 \6001 \dwgs \6001- BS.dwg REF: N: \1238 \D44 \dwgs \044bs.dwg ff: R: \5k \5471 \001 \dwgs \5471001bsdwg SHEET NO.: (Cn(an x ASSUMED NORTH SCALE: 1 "= 30 ' 30 0 15 3o 60 GRAPHIC SCALE 1 " =30' UP imu", is Existing Utility Pole Existing Trees HOLEY MOLDY SAYS DON'T D I %el BLIND 07 "IT'S '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. ,X — -- --- Existing Fence Pavement Within Right of lay K�2 c803 Heavy Duty Pavement :. .. cso3 :: Concrete Pavement C803 A 6r Straight Curb 5 � (D Curb & Walk $ C803 0803 C803 ~o Walk 7 1 � C803 Q Handicap Ramp 0803 Concrete Dumpster Pad (REIFEa, TO ARCHITECI7JRAL PLAr4S) (D Handicap Parking Sign � � 13 C803 C803 OH Area Light (Contractor to Coordinate with Light Sid,% and Size on Site Lighting Pion) Lr 0 Light Duty Pavement 6 C803 � Pavement Striping 0 Retaining Wall 0 Screen TO ARCHITECTURAL PLANS) (REFER TO ARCHITECTURAL. PLANS) Q Curb Taper 4 C803 n 8'X20' Parallel Parking Spaces — 5 9'X20' Parallel Parking Spaces -- 4 Q 9'x18' Parking Spaces — 35 Total Parking Spaces — 44 110 11 [is 1. ALL RADil AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITiONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR, SHALL NOTIFY IN 't "rRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED, 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY, 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDA11ON WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. H-4ttkq-ED A part of the Southeast Quarter of Section 29, I'ownship 18, Range 3 East, in Clay Township, Hamilton County, Indiana described as follows: Commencing at the Southeast Corner of said Southeast Quarter; thence North 00 degrees 11 minutes 59 seconds West along the east line of said Southeast Quarter a distance of 1130.92 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 85.00 feet to the Point of Beginning; thence South 44 degrees 48 minutes 01 seconds West a distance of 70.71 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 373.77 feet; to a point on a tangent curve having a radius of 25.00 feet, the radius point of which bears North 00 degrees 11 minutes 59 seconds West; thence westerly, northwesterly and northerly along said curve an arc distance of 39.27 feet to a point which bears South 89 degrees 48 minutes 01 seconds West from said radius point; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 83.00 feet to a point on a tangent curve having a radius of 75.00 feet, the radius point of which bears South 89 degrees 48 minutes 01 seconds West; thence northerly and northwesterly along said curve an arc distance of 37.84 feet to a point which bears North 60 degrees 53 minutes 43 seconds East from said radius point; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 268.75 feet; thence South 89 degrees 48 minutes 01 seconds West a distance of 103.34 feet; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 194.00 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 150.00 feet; thence North 00 degrees 11 minutes 59 seconds West parallel with said east line a distance of 169.36 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 411.45 feet; thence South 00 degrees 11 minutes 59 seconds East parallel with said east line a distance of 726.36 feet to the Point of Beginning, containing 8.38 acres, more or less. w 0 LIJU Q w a L, I 0 I oM Cn � 5; C-4 LL, n �� ER'' T ,O N o. PE19500260 STATE OF l' 11 I: I I l 111 \ � � � 1 � 0 f DATE: 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) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: �J 10/31/05 CO e� CHECKED BY: RDR � w W � � PLAN r REF: N: \1238 \T0P0 \Ca21.dwg ff: N: \1238 \6001 \dwgs \12386001e.dwg XP,EF- N:\ 1238 \6001 \dwgs \PErffGRU \PETIIGRU— BS.dwg XP,EF- N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg EFL. N:\1238\6003\dwg9\6003—BSdwg ff: N: \1238 \044 \dwgs \TI+Je1.dwg 'REF: N: \1238 \6001 \dwgs \6001— BS.dwg XR-M- N: \1238 \041• \dwgs \044bs.dwg EFL. R: \5k \5471 \D^u1 \dwgs \5471001bs.dwg SHEET NO.: I U H U Q � � O I M DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: SITE PLAN DRAWING FILES: N:\1238\044\dwqs\C1G1—C10Zdw9 REF: N: \1238 \T0P0 \Ca21.dwg ff: N: \1238 \6001 \dwgs \12386001e.dwg XP,EF- N:\ 1238 \6001 \dwgs \PErffGRU \PETIIGRU— BS.dwg XP,EF- N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg EFL. N:\1238\6003\dwg9\6003—BSdwg ff: N: \1238 \044 \dwgs \TI+Je1.dwg 'REF: N: \1238 \6001 \dwgs \6001— BS.dwg XR-M- N: \1238 \041• \dwgs \044bs.dwg EFL. R: \5k \5471 \D^u1 \dwgs \5471001bs.dwg SHEET NO.: I (Cna I NOTE: See C806 for typical spot grades around Bungalow Buildings. I NQ 04- M 1"n NO IAI R&I I EA I bN � 46. oil - 2N �q TBIM #44 USGS BENCHMARK CUT 'Y' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION -- 893.39 906.75 907.5 GRADE _ 907.05 r 407. :8 } `^� } 1 907:2 1 � �._ n .,� , 9Q7.58 BREAK 9u7. �✓ 907.25 907.0 - Fl.UNIT D I I �; : 07,.�C 907,15 UNIT A 907.40 J N I J',,' UN!T A , .ip 907.28 � 907.38 5 ��� ' -� --! UNIT D - UNIT D c�_� 0 907.60 907.70 9 7.jIj C- 907.60 907. 907.28 907. 906.95 - � 907.37 ! + Y 906.60 � ;l 06.50 I I Q l � � # ,I x I wQ i I 906.90 �06.6� 9c�.45, 9o�.ao C �„� 906.20 906.85 k t � �� ► �� 906.75 907.15 I 906.90 -My 9W. 951 - r I } } 906.70 /// =6- , X05.60 / y I ' w < I 906.75 905.95 °Iw 08.O �l 906.70 L 9060 _,) , I f - 7 Io�� •' _ - - ...- _..... -- � � _ _ _ - -__ - _.._.:. t�... ___ . 1 �ly� J '. p r' ` � 0 �.1 . 1 l� ! ' I � t , O t_ _' LL_ E 905.75 905.8 `-_ yni�1 nn� 7n any �n I �� !• 1 `C. X �j 81 f 0 rn 0 5.9 5 /EGU 06.15 5.3 DOik-i"T -a M 906.14 U,uLj rd, �5 Pik, kLZ U us� "-I��� BLIND M/E GU. New Sanitary Sewer 0 (Laterds are &down for reference oily) -- E3 C r. r� CALL 2 WORKING DAYS BEFORE YOU DIG m sl ( 4 I D HI li iI ? i! ? sl _ w Of ; t I Cl- i' ! ' O ! r I I I 4 It � - t C7 `I L1.1 i II I } � .I I � I s j 907.519 r X 907.10 907.10 + i -•, -, ,,� � f � it 1L UNITS r 906.60 65 . 906 906.40 906.40 '"`-�� A k EM a ' ILU ENTRANCE \ gOfi3OQ 906.65 } k 10' BL 905.30 905.10 904.55 904.30 /41 GLEB _6 L� -.1 _ _ 1. - \•, /, - r .1 IJ rf i _ r IJu - Imo- _r 1 -- --- - - - - -- - - _._.._ .. --.... __ -__ .- - - - - -- - -- - - -- -- - -- -- L-- -.- .... -_. _ _._- _ ...... - - - - -- - -- -- -- -• r ter\ l4� 7- 1. ALT. GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING T� PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEVER AND STORM SEWERS. 4. TEMPORARY TRA,7FIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL OONSTRUCT}ON ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKFILL ALL AREAS VMiERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED IN "10 STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE 0W' E'R AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED 1.0 AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL MTh SURFACE SLOPES NOT EXCEEDING 1:50 (2 %) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS, 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED t :50 (2%). NOTE: See erosion control sequence an sheet C801 for pre - construction through post - construction requirements. TOPSOIL NOTE: ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACT'VITiES COMMr NCE. ONLY TOPSOIL CAPABLE OF BEING USED ON -SITE MAY BE STOCKPILED ON -SITE IN LOCATION DESIGNATED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE AT NO ADDITIONAL COST TO OWNER, TOPSOIL STOCKPILES PLACED ON SITE SHALL TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. Z W U Of w 0- rn w to LU 0 Of o� � N LIJ° 0:�� RT U GIST, r No. a PE1 9500260 STATE OF o • N ONM_ �-� DATE: � /11; / 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) f' 1\ t:4wa u THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.825.7200 www.schneidercorp.com Arch itecture Civil Engineering Environmental Engineering Geotechnical Services GIs * LIS Fiome Builder Services Interior Design Land Surveying Landscape Architecture i Transportation Engineering HOLEY MOLEY SAYS ® a DOik-i"T c\z ° CI' DIG U,uLj rd, �5 Pik, kLZ U us� "-I��� BLIND SHEET Ti TLE: New Sanitary Sewer ne. (Laterds are &down for reference oily) -- E3 1T'S THE LAW" r. r� CALL 2 WORKING DAYS BEFORE YOU DIG ASSUMED NORTH Proposed Contour 13 SCALE: 1 + 30 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. 000.00 IT IS AGAINST THE LAW TO EXCAVATE 30 0 15 30 60 W11-fl OUT NOTIFYING THE UNDERGROUND =� - - - - ,s= Y- LOCATION SERVICE IRNO (2) WORKING\ y ` 77- ` T _- DAYS BEFORE COMMENCING WORK. GRAPHIC SCALE Utility & Drainage Esmt. 1 " =30' Existing mater Main 1. ALT. GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING T� PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEVER AND STORM SEWERS. 4. TEMPORARY TRA,7FIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL OONSTRUCT}ON ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKFILL ALL AREAS VMiERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED IN "10 STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE 0W' E'R AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED 1.0 AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL MTh SURFACE SLOPES NOT EXCEEDING 1:50 (2 %) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS, 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED t :50 (2%). NOTE: See erosion control sequence an sheet C801 for pre - construction through post - construction requirements. TOPSOIL NOTE: ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACT'VITiES COMMr NCE. ONLY TOPSOIL CAPABLE OF BEING USED ON -SITE MAY BE STOCKPILED ON -SITE IN LOCATION DESIGNATED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE AT NO ADDITIONAL COST TO OWNER, TOPSOIL STOCKPILES PLACED ON SITE SHALL TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. Z W U Of w 0- rn w to LU 0 Of o� � N LIJ° 0:�� RT U GIST, r No. a PE1 9500260 STATE OF o • N ONM_ �-� DATE: � /11; / 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) f' 1\ t:4wa u THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.825.7200 www.schneidercorp.com Arch itecture Civil Engineering Environmental Engineering Geotechnical Services GIs * LIS Fiome Builder Services Interior Design Land Surveying Landscape Architecture i Transportation Engineering Existing Storm Sewer ® a New Storm Structure c\z ° CI' Subsurface Drain (SSD) U,uLj rd, �5 Pik, kLZ U us� "-I��� Existing Sanitary Sewer SHEET Ti TLE: New Sanitary Sewer ne. (Laterds are &down for reference oily) -- E3 Existing Contour r. r� r-xisting Elevation 835 Proposed Contour 1000.001 Proposed Finish Grades 000.00 Proposed Finish Grades 000.00 G'J (TC=Top of Casting; GUT= Gutter) --- COG Swale Flowline(,u Flow Arrow - - Utility & Drainage Esmt. Existing mater Main " Existing Fire Hydrant �j Existing Water Valve " O'S Existing Utility Pole Existing Trees -- �-- - X Existing Fence 1. ALT. GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING T� PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEVER AND STORM SEWERS. 4. TEMPORARY TRA,7FIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL OONSTRUCT}ON ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKFILL ALL AREAS VMiERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED IN "10 STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE 0W' E'R AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED 1.0 AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL MTh SURFACE SLOPES NOT EXCEEDING 1:50 (2 %) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS, 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED t :50 (2%). NOTE: See erosion control sequence an sheet C801 for pre - construction through post - construction requirements. TOPSOIL NOTE: ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACT'VITiES COMMr NCE. ONLY TOPSOIL CAPABLE OF BEING USED ON -SITE MAY BE STOCKPILED ON -SITE IN LOCATION DESIGNATED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE AT NO ADDITIONAL COST TO OWNER, TOPSOIL STOCKPILES PLACED ON SITE SHALL TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. Z W U Of w 0- rn w to LU 0 Of o� � N LIJ° 0:�� RT U GIST, r No. a PE1 9500260 STATE OF o • N ONM_ �-� DATE: � /11; / 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) f' 1\ t:4wa u THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.825.7200 www.schneidercorp.com Arch itecture Civil Engineering Environmental Engineering Geotechnical Services GIs * LIS Fiome Builder Services Interior Design Land Surveying Landscape Architecture i Transportation Engineering DATE: PROJECT NO.: z w c\z ° CI' CHECKED BY: RDR ALF SHEET Ti TLE: GRADING ne. DRAWNG FILES: t T/ lYt .' " ' XRER N: \1238 \T0P0 \Ca21.dwg c:> XRER N: \ 1238\ 6001\ dwgs \PET1IGRU \PETiIGRU- BS.dwg PER N: \1238 \6001 \dregs \1ow�e Road \TR- STM- BS.dwg REF: N:\1238\6003\dvgs\6003-BS.dwg REF: N: \1238 \044 \dwgs \7Me1.dwg I Rff: N: \1238 \6001 \dwgs \6001- BS.dwg REF. N: \1238 \044 \dwgs \044bs.dwg ff: R: \Sic \5471 \001 \dwgs \5471001bs.dwg SH EET NO.: &...I C) UD i a� DATE: PROJECT NO.: 10/31/05 1235.044 DRAWN BY: CHECKED BY: RDR ALF SHEET Ti TLE: GRADING PLAN DRAWNG FILES: t T/ lYt .' " ' XRER N: \1238 \T0P0 \Ca21.dwg EF: N: \1238 \6001 \dwgs \12386001e.dwg XRER N: \ 1238\ 6001\ dwgs \PET1IGRU \PETiIGRU- BS.dwg PER N: \1238 \6001 \dregs \1ow�e Road \TR- STM- BS.dwg REF: N:\1238\6003\dvgs\6003-BS.dwg REF: N: \1238 \044 \dwgs \7Me1.dwg I Rff: N: \1238 \6001 \dwgs \6001- BS.dwg REF. N: \1238 \044 \dwgs \044bs.dwg ff: R: \Sic \5471 \001 \dwgs \5471001bs.dwg SH EET NO.: NOTE: See C806 for typical spot grades around Bungalow Buildings. Il:�l N �I.IIM�I:ZIa BM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 �I 11 w i ASSUMED NORTH SCALE: 1 =30 ' 30 0 15 30 60 GRAPHIC SCALE 1 " =30' HOLEY MOLE Y SAYS DON'T DIG BLIND "IT'S TH1.= LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW !S--69 -1991. iT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (0) WORKING DAYS BEFORE COMMENCING WORK. — -- �`Y� -- - -- � Existing Storm Sewel, New Storm Structure Subsurface Drain (S-SD) . n ii] na :.n L.1 r.- WN -,-ffl.,�:r.�a>r�����.:M U. Existing Sanitary Sesser New Sanitary Sewer (Laterds Qre shown for reference only) NOTE: See erosion control sequence on sheet C801 for pre -- construction through post — construction requirements. TOPSOIL NOTE: ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE 0r' BEING USED ON —SITE MAY BE STOCKPILED ON —SITE iN LOCATION DESIGNATED BY OWNER. ALL EXCESS TOPSOIL S`iALL BE HAULED OFF --SITE AT NO ADDITIONAL COST TO OWNER. TOPSOIL STOCKPILES PLACED ON SITE SHALL TEMPORARiLY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. U1 W 0 LLJ LLJ Q W ct: ry- i cn o� l C'4 a X��1��lldli Q`0 0 ............ No. PE19500260 = ' STATE OF DI s�w\ \\10 �dNAL- ``��•�`� 1 -- "HIV °n1inrlll10111 000 DATE: 211 eele � THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELI..ECTUAL PROPERTY OF THE SCHNEIDER CORPORA 110N, AND ARE NOT TO BE USED OR REPRODUCED, 1N WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005 v4t-5chtn,;o Ed r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.8 26.7100 Fax: 317.826.7200 www.schneldercorp.com l Architecture .Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering J1J -- �y -- - -- Existing Contour 10/31/05 Existing Elevation DRAWN BY: 835 Proposed Contour RDR aI a of Proposed Finish Grades SHEET TITLE: GRADING PLAN 000.00 TC proposed Finish Grades RE': N:\ 1238\ 6001 \d�,vgs \PETiIGRU \PE?11GRU— BS.dwg oao.aa GUT (TC -Top of Cmating; GUT =Q- tt�-) REP N: \1238 \6003 \dwgs \6003-- BS.dwg - ---- -� 000 - S Fl o w l i n e (-) REST. N: \1238 \6001 \dwgs \6001— BS.dwg Flow Arrow RE: R: \5k \5471 \001 \dwgs \5471001bs.dwg -- --- Utility & Drainage Esrnt, a Existing Water Main Existing Fire hydrant Existing dater Valve Existing Utility Pole Existing Trees --- X Existing Fence �q 1. ALL Vi "ADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING ? ; ���m9°1 fum�n 03 rA M - �M 2-1 F-11 321 °2 i Existing Sanitary Sewer @ 0.4 Existing Storm Sever �- New Storm Sewer �°- New Sanitary Sewer QN175 (Laterals are shown for reference only) ° C.a. Sanitary Sever .clean -out ------ - - - - -- Subsurface Drain (SSD) 00o Storm Structure Number 00o Sanitary Structure Number W VALVL E/ ) FOR aIN - - - - - - Utility &Drainage Esmt. - Building Setback Line ---- - - --- -- =s - -- --- Existing Water Main* W w - New Water Main Existing Fire Hydrant � New Fire Hydrant Existing Water Valve ►� New Water Valve VC S2-35 -' @ 0.4 % 110N ON 3 QN175 F OF " DIP ATE MATCHUNF,E�-.- n A • • f d { 44 4 t -222: LF kF 4 R CP ,• ® 0.25 Existing Fiberop'tic Lire Existing Gas Main .-- .�- �--- �-- �-- -- - - ;: �-- �--.. Existing Electric Line Existing Telephone Line New Gas Main E New Electric Line T New telephone Line t;- Existing Utility Pole �� , �• . � �- E xisting Trees lam' 1L H 1. IT SHALL BE THE RESPONSIBILITY OF Ef1Uit f L }NITRACTOR TO 5. l "DATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VERIFY ALL EXISTING UTILITIES AND C0NDIT1C�N:� I�'ERTAINING TC VALVE IN AI`J AC,CESIBLE LOCATION OUTSIDE OF THE BUILDING. THE PHASE OF #rORK. IT SHALL �,I__SO BE T CIE v0 vTR: C i 01'S RESPONSIBILITY TO CONTACT THE Or "HERS O 11';~,E AFR`10i�S, 6. CON AACTO TO CONTACT VECTREN ENERGY FOR GAS CONNECTION UTILITIES FOR PROPER STAKE LCCA ION EACH U TILI T Y TO MAIN. l,.1AIN CONNECTION LOCATION IS TO BE COORDINATED WITH BEFORE WORK IS STARTED. TiIE CUNT R��C TC�P, Sr;: ^LL iJC�TIFY IN GAS COIMPANY (317 --776- 5535). '0i'RiTING THE O'��NER AND THE ENGINEER (D�F ANY CHANGES OMISSIONS) OR ERRORS FOUND ON THESE PLANS OR IN TH _ 7. .1A T ER METER PIT LOCATION TO BE DETERMINED BY LOCAL FIELD BEFORE WORK IS STARTED OR RESUME-D. WATER C011MPAN`'. 2. STf1NDAR0 SPECIFICATIONS FOR T[1E ;�ITY OF C' .:MEL SHALL S. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN APPLY FOR ALL STORM SEPWERS. CLAY TG't 1NISHIP RELG"'ONAL. COMPLIANCE 'NITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER WASTE DISTRICT STANDARD SPECIFICATIONS SHALL APPLY FOR SAFETY. ALL SANITARY SEWERS". 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF 3. ANY PART OF THE SA'�IITAR`r' OR STORM SE'>r��R-RE��ICI -TES ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS RUNNING UNDER PAVED AREAS TO BE QA.�KFILLED V`41TI PROJECT. GRANULAR MATERIAL. 10, CITY OF CARMEL UTILITIES STANDARD SPECIFICATIONS SHALL APPLY 4. THE SIZE AND LOCATION OF EXIS T ING U TILITIES SHO'R'N A,RE PER FOIR ALL `41ATER MAIN AND SERVICE LINES. INFORMATION PROVIDED BY THE RESPE �,T1`; E UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE N0 T IFIED PRIOR 1-0 ANY 11. ALL -, I ORIM SE' ERS TO BE PRIVATE EXCPET WHERE LOCATED WITHIN EXCAVATION FOR FIELD LOCATION OF H_R 1(_1\ES. PUBLIC RIGHT -OF -WAY. �} -' - �•gPP0R ; I c NNEC T 110N ON TO � �P. 'I n 4} /.} � �1}�[�NA11-I 1 1;Ro: J < <h ) . i is - -1)1 li. S SI.�: ' }�` = l l ihr1` } }': �;'�f ' '`, R I : :[:. � � . ;.: _ - , _ r �� 1 1 , ,. �} -' - �•gPP0R ; I c NNEC T 110N ON TO � �P. 'I HOL'=`Y MOLrc"mY SAYS �t 'T D ON' 4t BLIND "ITS S THP L CALI 2 MRKING DAYS BEFORE YOU DIG ASSUMED NORTH CALL TOLL FREE SC A' LE.- 1 = 30 PER INDIANA STATE LAW IS--69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 30 0 15 30 60 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2.' `FORKING :- ` - Dfi1r'S BEFORE COMMENCING WORK. GRAPHIC SCALE 2x2 Type A R -3472 605 604 40 12 C. 35 9C6. 95 9OtD.95 903, 50 903.36 0 2x2 Type A R -3472 604 603 40 12 0,35 900.95 906.95 903.36 903.22 2x2 Type A R -3472 603 602 39 12 0.35 906.95 906.95 903.22 903.08 2X2 Type A R -3472 602 601 32 12 0, 35 9 6.95 9005.70 903.08 9102.97 2x2 Type A R -3010 611, 610 93 �12 0.35 906.60 906.60 903, 20 902.87 2x2 Type A R -3010 610 609 108 12 0.35 906,60 905.70 902.87 902.49 2x2 Type A R -3472 624 622 48 18 0.40 905.75 905.45 902.25 902.016 2x2 Type A R -3016 623 622 197 15 0.25 905.20 905.45 901.65 901.16 30x3O Type 1- R -3010 622 021 222 24 0,25 905.45 905.50 901.06 900.51 30x 30 Type IF R -3010 621 609 22 24 0.30 905.500 905.70 900.51 900.44 60" Manhole Solid Lid R -1077A 609 601 85 24 0.40 905.70 906.50 960.4 4 900,10 60" M anhol e Solid Lid R -10 7 7A 60*, 726 16 24 0.45 906.7 0 9056.48 900.10 900.03 2x2 Type A R -3472 677 676 40 12 0.35 907.25 907.25 904.10 903.96 2x2 Type A R -3472 676 675 40 12 0.35 907.25 907.25 903.96 903.82 2x2 Type A R -3472 675 574 42 12 0.35 907.25 906,70 903.82 903.67 2x2 Type A R -3472 674 673 49 12 0.45 906.70 907.25 903.67 903.45 2x2 Type A R -3472 673 672 40 15 0.30 907.25 907.25 903.25 903.13 2x2 Type A R -3472 672 571 40 15 0.30 907.25 907.25 903.13 903.01 2x2 Type A R -3472 671 670 48 15 0.35 90-7 906.00 903.01 902.84 2x2 Type A R -3010 663 662 84 12 0.35 906.85 906.55 903.45 903.16 2x2 Type A R -3010 662 661 86 12 0.45 906.55 906.65 903.16 902.77 2x2 Type A R -3010 661 660 93 15 0.35 906.65 906.60 902.57 902.24 2x2 Type A R -3472 659 658 40 12 0.35 907.25 907.25 904.2% 904.11 2x2 Type A R -3472 658 657 40 12 0.35 907.25 907.25 904.11 903.97 2x2 Type A R -3472 657 656 40 12 0.35 907.25 907.25 903,97 903.83 2x2 Type A R -3472 556 655 49 12 0.35 907.25 907.25 903.83 903.66 2x2 Type A R -3472 655 654 42 12 0.50 907.25 907.25 9033. 66 903.45 2x2 Type A R -3472 654 653 40 15 0.30 90 7.25 907.25 903.25 903.13 2x2 Type A R -3472 65: 6r",2 40 15 0.35 907.25 90 7.25 903.13 902.99 2x2 Type A R -3472 652 651 38 15 0.50 907.25 907.25 902.99 902.80 2x2 Type A R -3472 651 550 11 '415 0.50 907.25 907.00 902.80 902.75 2x2 Type A R -3010 643 642 85 12 0.35 906.78 906.68 903.80 903.50 2x2 Type A R -3010 642 641 85 12 0.50 906.68 906.78 903.5? 9 +03.08 2x2 Type A R -3010 641 640 83 15 0.30 906.78 906.60 902.88 902.63 2x2. Type A R -3472 639 638 38 12 0.35 901 05 907.05 904.05 903.92 2x2 Type A R -3472 638 6j/ 40 12 0.35 907.05 907.05 •903.92 903.78 2x2 Type A R -3472 637 636 41 12 0.35 907.05 907.05 903.78 903.04 2x2 Type A R -3472 636 635 43 12 0.35 907.05 907.05 903.64 903.49 2x2 Type A R -3472 635 634 48 12 0.35 907. 05 907.05 903.49 903,32 2x2 Type A R -3472 634 6 33 39 12 0.35 907.05 907.015 903.32 903.18 2x2 Type A R -3472 633 632 41 12 0.40 917.05 907.05 903.18 903.02 2x2 Type A R -3472 632 631 35 12 0.40 907.05 906.00 903.02 902,88 2x2 Type A R -3472 631 630 22 12 0.50 906.00 906.00 902.88 9002.77 48" Manhole Solid Lid R -107 7A 670 660 85 15 0.45 906.60 906.60 902.84 902.46 30x30 Curb Inlet R -3010 660 650 115 18 0.50 906.60 907.00 902.24 901.67 48" Manhole Solid Lid R -1077A 650 640 82 21 0.50 907.00 906.60 901.67 9101.26 30x30 Curb Inlet R -3010 640 630 87 24 0.40 906.60 90& 00 901.26 900.91 Stormceptor STC 2400 630 864 42 24 0.50 906.00 904,60 900.66 900.45 f 2x2 Type A R -3472 684 2x2 Type A R-3473 683 48" M anhol e Solid Lid R -1077A 682 683 103 '15 0.30 682 102 15 01.30 820 48 15 0.30 905.70 904.00 900.75 900.44 904.00 904.00 900.44 900.13 904.70 903.40 90'0.13 899.99 j 15 0 U U Uj CD w Of 0 0 - o � N W o r ,` �``,, 111 � l I I I 1 1 1 1111 / 1 1 111 ,•z\ R T �� s G 1 S TE,Q' �` •� No. PE1 9500260 STATE OF :-j` •�,,,, QNA ��,�.. //�lf11111 I f I I4111i\���� DATE: 2,/r 6161& 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005} THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CQ co E U :21 O Qi Q O W CQ N: \1238 \04.4 \dwgs \044bs.dwg .EF: R: \5k \5471 \001 \dwgs \5471001 bs.dwg �H EET N 0. DALE: PROJECT NO.: 10/31/05 1238.044 oaawN BY: cncckco BY: RDR ALF SHEET nn�: L`TIIITY PLAN OFAI'1NG FEES: �4M1 \d'K��t= witt'JS.aWS N: \Ills \iW0 \wZtdrg EF N: \i238 \6641 \dwgs \IR]A6401e.Erg 6' N: \1 EF: N: \11!8 \6001 \E.gs \io+re Rootl \n+- STM -BStl.g N: \f R]8 \:W3 \En9a \6001BSEwg 6: li: \13]8 \094 \0'.gz \iiYel dug eES: N: \1318 \6M1 \Ergs \601 -BStivy 'S: N: \1 6: R: \5k\54-71 SHEET NO.: DATE: PROJECT NO.: 1238.044 DRAWN 8�': CHECKED 8Y: RDR ALE sHEE:T TITEE: ��TII�TY PLAN DRA4'viNG FINS: N:\1238\TOPOVA21.dwg Rff: N: \1238 \6001 \dwgs \1238fi401e.dwg : P!: \ 1238\ 6401 \dwgs \PETi]GRU \PETTIGRU- BS.dwg EF: N: \523$ \6401 \dwgs \Towne Road \T'R- Si'trI- BS.dwg N: \1238 \E003 \dwgs \6003- BS.dwg Rff: tJ: \1238 \044 \dwgs \Titlel.d�vg Rff: N: \1238 \6041 \d�rgs \fi001- BS.dwg REF: n 4} /.} � �1}�[�NA11-I 1 1;Ro: J < <h ) . i is - -1)1 li. S SI.�: ' }�` = l l ihr1` } }': �;'�f ' '`, R I : :[:. � � . ;.: _ - , _ r �� 1 1 , ,. 2x2 Type A R -3010 611, 610 93 �12 0.35 906.60 906.60 903, 20 902.87 2x2 Type A R -3010 610 609 108 12 0.35 906,60 905.70 902.87 902.49 2x2 Type A R -3472 624 622 48 18 0.40 905.75 905.45 902.25 902.016 2x2 Type A R -3016 623 622 197 15 0.25 905.20 905.45 901.65 901.16 30x3O Type 1- R -3010 622 021 222 24 0,25 905.45 905.50 901.06 900.51 30x 30 Type IF R -3010 621 609 22 24 0.30 905.500 905.70 900.51 900.44 60" Manhole Solid Lid R -1077A 609 601 85 24 0.40 905.70 906.50 960.4 4 900,10 60" M anhol e Solid Lid R -10 7 7A 60*, 726 16 24 0.45 906.7 0 9056.48 900.10 900.03 2x2 Type A R -3472 677 676 40 12 0.35 907.25 907.25 904.10 903.96 2x2 Type A R -3472 676 675 40 12 0.35 907.25 907.25 903.96 903.82 2x2 Type A R -3472 675 574 42 12 0.35 907.25 906,70 903.82 903.67 2x2 Type A R -3472 674 673 49 12 0.45 906.70 907.25 903.67 903.45 2x2 Type A R -3472 673 672 40 15 0.30 907.25 907.25 903.25 903.13 2x2 Type A R -3472 672 571 40 15 0.30 907.25 907.25 903.13 903.01 2x2 Type A R -3472 671 670 48 15 0.35 90-7 906.00 903.01 902.84 2x2 Type A R -3010 663 662 84 12 0.35 906.85 906.55 903.45 903.16 2x2 Type A R -3010 662 661 86 12 0.45 906.55 906.65 903.16 902.77 2x2 Type A R -3010 661 660 93 15 0.35 906.65 906.60 902.57 902.24 2x2 Type A R -3472 659 658 40 12 0.35 907.25 907.25 904.2% 904.11 2x2 Type A R -3472 658 657 40 12 0.35 907.25 907.25 904.11 903.97 2x2 Type A R -3472 657 656 40 12 0.35 907.25 907.25 903,97 903.83 2x2 Type A R -3472 556 655 49 12 0.35 907.25 907.25 903.83 903.66 2x2 Type A R -3472 655 654 42 12 0.50 907.25 907.25 9033. 66 903.45 2x2 Type A R -3472 654 653 40 15 0.30 90 7.25 907.25 903.25 903.13 2x2 Type A R -3472 65: 6r",2 40 15 0.35 907.25 90 7.25 903.13 902.99 2x2 Type A R -3472 652 651 38 15 0.50 907.25 907.25 902.99 902.80 2x2 Type A R -3472 651 550 11 '415 0.50 907.25 907.00 902.80 902.75 2x2 Type A R -3010 643 642 85 12 0.35 906.78 906.68 903.80 903.50 2x2 Type A R -3010 642 641 85 12 0.50 906.68 906.78 903.5? 9 +03.08 2x2 Type A R -3010 641 640 83 15 0.30 906.78 906.60 902.88 902.63 2x2. Type A R -3472 639 638 38 12 0.35 901 05 907.05 904.05 903.92 2x2 Type A R -3472 638 6j/ 40 12 0.35 907.05 907.05 •903.92 903.78 2x2 Type A R -3472 637 636 41 12 0.35 907.05 907.05 903.78 903.04 2x2 Type A R -3472 636 635 43 12 0.35 907.05 907.05 903.64 903.49 2x2 Type A R -3472 635 634 48 12 0.35 907. 05 907.05 903.49 903,32 2x2 Type A R -3472 634 6 33 39 12 0.35 907.05 907.015 903.32 903.18 2x2 Type A R -3472 633 632 41 12 0.40 917.05 907.05 903.18 903.02 2x2 Type A R -3472 632 631 35 12 0.40 907.05 906.00 903.02 902,88 2x2 Type A R -3472 631 630 22 12 0.50 906.00 906.00 902.88 9002.77 48" Manhole Solid Lid R -107 7A 670 660 85 15 0.45 906.60 906.60 902.84 902.46 30x30 Curb Inlet R -3010 660 650 115 18 0.50 906.60 907.00 902.24 901.67 48" Manhole Solid Lid R -1077A 650 640 82 21 0.50 907.00 906.60 901.67 9101.26 30x30 Curb Inlet R -3010 640 630 87 24 0.40 906.60 90& 00 901.26 900.91 Stormceptor STC 2400 630 864 42 24 0.50 906.00 904,60 900.66 900.45 f 2x2 Type A R -3472 684 2x2 Type A R-3473 683 48" M anhol e Solid Lid R -1077A 682 683 103 '15 0.30 682 102 15 01.30 820 48 15 0.30 905.70 904.00 900.75 900.44 904.00 904.00 900.44 900.13 904.70 903.40 90'0.13 899.99 j 15 0 U U Uj CD w Of 0 0 - o � N W o r ,` �``,, 111 � l I I I 1 1 1 1111 / 1 1 111 ,•z\ R T �� s G 1 S TE,Q' �` •� No. PE1 9500260 STATE OF :-j` •�,,,, QNA ��,�.. //�lf11111 I f I I4111i\���� DATE: 2,/r 6161& 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005} THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CQ co E U :21 O Qi Q O W CQ N: \1238 \04.4 \dwgs \044bs.dwg .EF: R: \5k \5471 \001 \dwgs \5471001 bs.dwg �H EET N 0. DALE: PROJECT NO.: 10/31/05 1238.044 oaawN BY: cncckco BY: RDR ALF SHEET nn�: L`TIIITY PLAN OFAI'1NG FEES: �4M1 \d'K��t= witt'JS.aWS N: \Ills \iW0 \wZtdrg EF N: \i238 \6641 \dwgs \IR]A6401e.Erg 6' N: \1 EF: N: \11!8 \6001 \E.gs \io+re Rootl \n+- STM -BStl.g N: \f R]8 \:W3 \En9a \6001BSEwg 6: li: \13]8 \094 \0'.gz \iiYel dug eES: N: \1318 \6M1 \Ergs \601 -BStivy 'S: N: \1 6: R: \5k\54-71 SHEET NO.: DATE: PROJECT NO.: 1238.044 DRAWN 8�': CHECKED 8Y: RDR ALE sHEE:T TITEE: ��TII�TY PLAN DRA4'viNG FINS: N:\1238\TOPOVA21.dwg Rff: N: \1238 \6001 \dwgs \1238fi401e.dwg : P!: \ 1238\ 6401 \dwgs \PETi]GRU \PETTIGRU- BS.dwg EF: N: \523$ \6401 \dwgs \Towne Road \T'R- Si'trI- BS.dwg N: \1238 \E003 \dwgs \6003- BS.dwg Rff: tJ: \1238 \044 \dwgs \Titlel.d�vg Rff: N: \1238 \6041 \d�rgs \fi001- BS.dwg REF: 48" Manhole Solid Lid R -107 7A 670 660 85 15 0.45 906.60 906.60 902.84 902.46 30x30 Curb Inlet R -3010 660 650 115 18 0.50 906.60 907.00 902.24 901.67 48" Manhole Solid Lid R -1077A 650 640 82 21 0.50 907.00 906.60 901.67 9101.26 30x30 Curb Inlet R -3010 640 630 87 24 0.40 906.60 90& 00 901.26 900.91 Stormceptor STC 2400 630 864 42 24 0.50 906.00 904,60 900.66 900.45 f 2x2 Type A R -3472 684 2x2 Type A R-3473 683 48" M anhol e Solid Lid R -1077A 682 683 103 '15 0.30 682 102 15 01.30 820 48 15 0.30 905.70 904.00 900.75 900.44 904.00 904.00 900.44 900.13 904.70 903.40 90'0.13 899.99 j 15 0 U U Uj CD w Of 0 0 - o � N W o r ,` �``,, 111 � l I I I 1 1 1 1111 / 1 1 111 ,•z\ R T �� s G 1 S TE,Q' �` •� No. PE1 9500260 STATE OF :-j` •�,,,, QNA ��,�.. //�lf11111 I f I I4111i\���� DATE: 2,/r 6161& 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005} THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CQ co E U :21 O Qi Q O W CQ N: \1238 \04.4 \dwgs \044bs.dwg .EF: R: \5k \5471 \001 \dwgs \5471001 bs.dwg �H EET N 0. DALE: PROJECT NO.: 10/31/05 1238.044 oaawN BY: cncckco BY: RDR ALF SHEET nn�: L`TIIITY PLAN OFAI'1NG FEES: �4M1 \d'K��t= witt'JS.aWS N: \Ills \iW0 \wZtdrg EF N: \i238 \6641 \dwgs \IR]A6401e.Erg 6' N: \1 EF: N: \11!8 \6001 \E.gs \io+re Rootl \n+- STM -BStl.g N: \f R]8 \:W3 \En9a \6001BSEwg 6: li: \13]8 \094 \0'.gz \iiYel dug eES: N: \1318 \6M1 \Ergs \601 -BStivy 'S: N: \1 6: R: \5k\54-71 SHEET NO.: DATE: PROJECT NO.: 1238.044 DRAWN 8�': CHECKED 8Y: RDR ALE sHEE:T TITEE: ��TII�TY PLAN DRA4'viNG FINS: N:\1238\TOPOVA21.dwg Rff: N: \1238 \6001 \dwgs \1238fi401e.dwg : P!: \ 1238\ 6401 \dwgs \PETi]GRU \PETTIGRU- BS.dwg EF: N: \523$ \6401 \dwgs \Towne Road \T'R- Si'trI- BS.dwg N: \1238 \E003 \dwgs \6003- BS.dwg Rff: tJ: \1238 \044 \dwgs \Titlel.d�vg Rff: N: \1238 \6041 \d�rgs \fi001- BS.dwg REF: f 2x2 Type A R -3472 684 2x2 Type A R-3473 683 48" M anhol e Solid Lid R -1077A 682 683 103 '15 0.30 682 102 15 01.30 820 48 15 0.30 905.70 904.00 900.75 900.44 904.00 904.00 900.44 900.13 904.70 903.40 90'0.13 899.99 j 15 0 U U Uj CD w Of 0 0 - o � N W o r ,` �``,, 111 � l I I I 1 1 1 1111 / 1 1 111 ,•z\ R T �� s G 1 S TE,Q' �` •� No. PE1 9500260 STATE OF :-j` •�,,,, QNA ��,�.. //�lf11111 I f I I4111i\���� DATE: 2,/r 6161& 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005} THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CQ co E U :21 O Qi Q O W CQ N: \1238 \04.4 \dwgs \044bs.dwg .EF: R: \5k \5471 \001 \dwgs \5471001 bs.dwg �H EET N 0. DALE: PROJECT NO.: 10/31/05 1238.044 oaawN BY: cncckco BY: RDR ALF SHEET nn�: L`TIIITY PLAN OFAI'1NG FEES: �4M1 \d'K��t= witt'JS.aWS N: \Ills \iW0 \wZtdrg EF N: \i238 \6641 \dwgs \IR]A6401e.Erg 6' N: \1 EF: N: \11!8 \6001 \E.gs \io+re Rootl \n+- STM -BStl.g N: \f R]8 \:W3 \En9a \6001BSEwg 6: li: \13]8 \094 \0'.gz \iiYel dug eES: N: \1318 \6M1 \Ergs \601 -BStivy 'S: N: \1 6: R: \5k\54-71 SHEET NO.: DATE: PROJECT NO.: 1238.044 DRAWN 8�': CHECKED 8Y: RDR ALE sHEE:T TITEE: ��TII�TY PLAN DRA4'viNG FINS: N:\1238\TOPOVA21.dwg Rff: N: \1238 \6001 \dwgs \1238fi401e.dwg : P!: \ 1238\ 6401 \dwgs \PETi]GRU \PETTIGRU- BS.dwg EF: N: \523$ \6401 \dwgs \Towne Road \T'R- Si'trI- BS.dwg N: \1238 \E003 \dwgs \6003- BS.dwg Rff: tJ: \1238 \044 \dwgs \Titlel.d�vg Rff: N: \1238 \6041 \d�rgs \fi001- BS.dwg REF: N: \1238 \04.4 \dwgs \044bs.dwg .EF: R: \5k \5471 \001 \dwgs \5471001 bs.dwg �H EET N 0. DALE: PROJECT NO.: 10/31/05 1238.044 oaawN BY: cncckco BY: RDR ALF SHEET nn�: L`TIIITY PLAN OFAI'1NG FEES: �4M1 \d'K��t= witt'JS.aWS N: \Ills \iW0 \wZtdrg EF N: \i238 \6641 \dwgs \IR]A6401e.Erg 6' N: \1 EF: N: \11!8 \6001 \E.gs \io+re Rootl \n+- STM -BStl.g N: \f R]8 \:W3 \En9a \6001BSEwg 6: li: \13]8 \094 \0'.gz \iiYel dug eES: N: \1318 \6M1 \Ergs \601 -BStivy 'S: N: \1 6: R: \5k\54-71 SHEET NO.: DATE: PROJECT NO.: 1238.044 DRAWN 8�': CHECKED 8Y: RDR ALE sHEE:T TITEE: ��TII�TY PLAN DRA4'viNG FINS: N:\1238\TOPOVA21.dwg Rff: N: \1238 \6001 \dwgs \1238fi401e.dwg : P!: \ 1238\ 6401 \dwgs \PETi]GRU \PETTIGRU- BS.dwg EF: N: \523$ \6401 \dwgs \Towne Road \T'R- Si'trI- BS.dwg N: \1238 \E003 \dwgs \6003- BS.dwg Rff: tJ: \1238 \044 \dwgs \Titlel.d�vg Rff: N: \1238 \6041 \d�rgs \fi001- BS.dwg REF: DALE: PROJECT NO.: 10/31/05 1238.044 oaawN BY: cncckco BY: RDR ALF SHEET nn�: L`TIIITY PLAN OFAI'1NG FEES: �4M1 \d'K��t= witt'JS.aWS N: \Ills \iW0 \wZtdrg EF N: \i238 \6641 \dwgs \IR]A6401e.Erg 6' N: \1 EF: N: \11!8 \6001 \E.gs \io+re Rootl \n+- STM -BStl.g N: \f R]8 \:W3 \En9a \6001BSEwg 6: li: \13]8 \094 \0'.gz \iiYel dug eES: N: \1318 \6M1 \Ergs \601 -BStivy 'S: N: \1 6: R: \5k\54-71 SHEET NO.: DATE: PROJECT NO.: 1238.044 DRAWN 8�': CHECKED 8Y: RDR ALE sHEE:T TITEE: ��TII�TY PLAN DRA4'viNG FINS: N:\1238\TOPOVA21.dwg Rff: N: \1238 \6001 \dwgs \1238fi401e.dwg : P!: \ 1238\ 6401 \dwgs \PETi]GRU \PETTIGRU- BS.dwg EF: N: \523$ \6401 \dwgs \Towne Road \T'R- Si'trI- BS.dwg N: \1238 \E003 \dwgs \6003- BS.dwg Rff: tJ: \1238 \044 \dwgs \Titlel.d�vg Rff: N: \1238 \6041 \d�rgs \fi001- BS.dwg REF: =7 °�Wa�nOW Um °1 r_. 1-1; m� Existing Sanitary Sewer — — — — — — Utility &Drainage Esmt. -- —yam -- - - - - -- Existing Storm Sewer Building Setback Line --�-- -- New Storm Sewer Existing Water Main New Sanitary Sewer W— New Water Main (Laterals are shown for reference only) r Existing Fire Hydrant ° C. 0. Sanitary Sewer clean —out � New Fire Hydrant ------ - - - - -- Subsurface Drain (SSD) Existing Water Valve E�tl 00o Storm Structure Number New Water Valve N aoo Sanitary Structure Number I T•� w G E T I � 11�11M1 I (� Irl .ti . PROJECT NO.: 1. IT SHALL BE THE RE"'PO,�SIBILITY OF EACH CONTRACTOR TO 5. ti "DATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF w DIG Xisting Fiberoptic Line VERIFY ALL E;►S'livG 'UTILITIES AND C GNDITIONS PERTAINING TO PLAN VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. EF: N: \1238 \T0P0 \Ca21.dwg REF: N:\1238\6001\dwgs\12386001e.dwg ER N: \1238\ 6001 \dwgs \PETIIGRU \PETTIGRU— BS.dwg tE7: N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg THE PHASE OF RK. IT SHALL ALSO 3E THE CONTRACTOR'S a E: N: \1238 \6001 \dugs \6001— B3.dwg R F: N: \1238 \044 \dwgs \044b9.dwg 13LINU Existing Gas Main RESPONSIBILITY T C� COi`14 ►ACT THE I�` 'NERS OF THE VARIOUS 8. CONTRACTOR TO CONTACT VECTREN ENERGY FOR GAS CONNECTION UTILITIES FOR' � ROPc.f<. S iAKC LOCATION 0 E�,�H UTILITY CID TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH I o Existing Electric Line BEFORE WORK IS S -11AR ED. NHL CON RAC OI SMALL NOTIFY 11N GAS COMPANY (317-776-5535). _ WRITING THE C''��'��EF�; r ^��P,� THE ENGINEER ! �F ANY CHANGES, Existing Telephone Line OMISSIONS, OR ERROI= S FOUN? UN THESE PLANS OR IN THE 7. WATER METER PIT LOCATION TO BE DETERMINED ED BY LOCAL � New Gas Main FIELD r �� ►�'�, ' ` I� �T Ty r, �� f i ^� F IELD BtFR,E A' RK IS ._ , AR TED OR RE_SU,MED. ^ n WATER 'COMPANY. 2. STANDARD SPEi�II= ICr�.T C�^ S s New Electric Line I SHE Ci TY OF CARIr�r SHALL _L SH LL 8. r ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN APPLY FOR AI_IL STORI'M CLAY T O'v NS11-IIP REGIONAL COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER WASTE DISTRI,'' T S T t NIL)f1.RD SPECIFICATION'S SH, "ALL APPLY FOR SAFETY. �� IT'S 1 HE LAW" New Line Telephone ALL SANITARY E �r'LRS. CALL 2 WORKING DAYS BEFORE YOU DIG Existing Utility Pole 3. ANY PART OF THE SANITAR'( OR STORti1 SE���'ER TRtNCI 9. THERE ARE NO DRINKING WATER WELLS `'WITHIN A 100' RADIUS OF �'�1 p Aq...SUMED ORTH 1-800-382-5544. -iES ANY GRAVITY SANITARY SEV>✓ER LINES OR MANHOLES ON THIS f . Existing Trees RUNNING UNDER Pf"V")=D AREAS TO BE BACKFILLED `iAdT,' GRANULAR I'v!ATFRIAL PP,OJECT. � SCALE: 1"=30 CALL TOLD FREE PER INDIANA STATE LAW IS -69 -1991. 0. CITY OF CARME_L UTILITIES STANDARD SPECIFICATIONS SHALL APPLY �� � � �G IT IS AGAINST THE LAW TO EXCAVATE 4. THE S1 LE AN =; L� ►CAT1u`,N yr EXISI�I,G UT!L!T!cS S�IC`h'N ARE PER FOR ALL WATER MAIN AND SERVICE E LINES. _ _ � 6 =0 -- A�THOUT NOTIFYING THE UNDERGROUND _ _ [ r CtRMATIu11 P O'�IDIE + � DY THL RLf"I-�EfC 1 I E Li�LI Y COMPANIES. - = =` r - - - _ - - - LOCATION SER ICE TWO (2) WORKING I A ES) SHOUL ` �.T_ �" A�L U T I�Ir�' CO ; P {EVIL., C� L/L. ,�j I I� IED PRIOR TO 'NY 11. T �' E WHERE LOCATED WITHIN ALL STORM ORM SEWERS TO BE PRIVATE EXCP T CRAPHIC SCALE DAYS BEFORE CCf�IMEItICING I�vORIC. EX AVATI0�,1 FO FIELD LOCATION OF SERVICES. PUBLIC RIGHT-OF-WAY. � _�0' ON I FM �Ttrj I Us, SEE PLUMBING PLAN /ELECTRICAL PLANS FOR EXACT LOCATIONS, INVERTS, AND SIZES OF UTILITIES AT THE BUILDING. z Ir ME M w I. C1 Lij W cis �D z� cn � � N W O 12n,� �\\ ` 1 � �. No. PE19500260 STATE OF / /VD I Al '- �, % ! AJ 'C 1' DATE: 2,1 Cc "4(.a 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8001 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * US I Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CQ T� o rT � �f Z O H �1 w O � N E4 C:) Ix H I� DATE: PROJECT NO.: z 1238.044 DRAM BY: w RDR ALF SHEET TITLE: -A PLAN DRAWING FILES: ': \1238 \044 \dwgs \C105— C106.dwg EF: N: \1238 \T0P0 \Ca21.dwg REF: N:\1238\6001\dwgs\12386001e.dwg ER N: \1238\ 6001 \dwgs \PETIIGRU \PETTIGRU— BS.dwg tE7: N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg )9EF: F!: \1 238\6003\dwgs\6003—BS. dwg a E: N: \1238 \6001 \dugs \6001— B3.dwg R F: N: \1238 \044 \dwgs \044b9.dwg tE . P,: \5k \5471 \001 \d wg s\5471 001 bs.dwg SH EET NO.: CID a a I 5 CQ T� o rT � �f Z O H �1 w O � N E4 C:) Ix H I� DATE: PROJECT NO.: 10/31/05 1238.044 DRAM BY: CHECKED BY: RDR ALF SHEET TITLE: UTILITY PLAN DRAWING FILES: ': \1238 \044 \dwgs \C105— C106.dwg EF: N: \1238 \T0P0 \Ca21.dwg REF: N:\1238\6001\dwgs\12386001e.dwg ER N: \1238\ 6001 \dwgs \PETIIGRU \PETTIGRU— BS.dwg tE7: N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg )9EF: F!: \1 238\6003\dwgs\6003—BS. dwg EF: N: \1 238 \044 \dwgs \Titlel.dwg E: N: \1238 \6001 \dugs \6001— B3.dwg R F: N: \1238 \044 \dwgs \044b9.dwg tE . P,: \5k \5471 \001 \d wg s\5471 001 bs.dwg SH EET NO.: PERSON(s) RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTCES CONTACT: Stevan Armstrong The Stratford Companies 912 Bluff Road Brentwood, TN 37027 615- 776 -1117 ....................... NOTE: 1. SEE LANDSCAPE PLAN FOR' PERMANENT SEEDING AREAS. 2. SEE SHEETS C801 & C802 FOR CONSTRUCTION SEQUENCING AND EROSION & SEDIMENT CONTROL MEASURES A,r% THEY RELATE TO LAND DISTURBANCES. r................. .. I ............. .................. - - - - I PERMANENT SEEDING ................ ................ SOD OR EROSION CON TROL BLANKET L - TEMPORARY CONSTRUCTION ENTRANCE all �> 0 O INLET PROTECTION SEE SHEET C801 FOR DETAILS SILT FENCE SEE SHEET C807 FOR DETAILS I � IS, as I' II � ►� tw- w IL 1,7 I it lj 1 i I it IS E i I jj 1 t1 E I �l r _ .,•�_��_..r r- I y ' I l 1 I� ;E I ; iF , I 1 i I , I I � I l , f I �11 9 0 - LINE OF BASEMENT '. • .. ... ..'..'.'..'................•• .. ... .. I Z� .� • ,� ` . . . . . . . . . . . . . ...•......•.•.... .•�•.'. 1f I? 'tii �, . ', . ' -. .'.'.'.' .'.'..'.'.'.•.'....•.'.'...'.. ... , ... `.. . .rte �� • . ., • ■ . P FFE _. , ..... , . �� ... I ........ A -' . . . . . . . '. . . . . . . . . . . . . . . ' j ; l ........ ........ ' ' ..... . . . . . . . . . . . . . .�. F y� j .... ....... JIB Y, a • . . . . . . . . . . . . I • , ` �_ r 1 ... ... .... ..... 1 kI .................. �. ''' ''.'::'.'.: :....... .... • : ., :.. . ............ , . 906.01 { f� i l 801 d - ' . . . . . . . . . . . 1J T � IL UNITS Ii UNI i S 7 r� ^ y..•...•.• • ..'• .'.'.'.'■'.'. . • . • • ■' �- ! ,+ 11 \ �...... ............. , ,� L'-... .. .. .� .. '� . . .. . .. f 4 3E ST. SHALL BE COORDINATED . .••..•.•.•......'.'...'�...•.:. ,•.•\ � ....... ...:..•.•.. , . 1PROVEMENTS •,• •'•.•.•,••••• .•.- .•.•••••.•••_•.•••.•••.•.•• .'.'.'.'.'.'..'.'.'.'.' ' , • . . . . . ■ . . . . . . • . . . . ■ ■ . • . ■ . • �•. -. . . . . ; • • •.••., ,. ,'.• ' / Jul i! '!E /f/ • ■ • • • • a . . . ■ • . ■ . • ■ . . ■ ■ . • ■ . • • • • Lei . . . . . ■ ■ . . . . . . .' r . . .' .', . r/ D.'.'.'.'.•.'.'T. '.•. .•.•.•.•.'•'.'.'.'. - ......... I E ....... .......................... ... /,. 1 .............. ............................ +.' .. .. r .. ................ .. .. ............... i n �\ �� - X 4. 904.1/ 5 E S NEET SILT FEN CE (TYP.) 801 ._-. -.`mot. _-- _^ - - - -- - -- - .._-- �..._. .- -__._.__ -_.�- � -_ _.._ ��....�.,�__. -- -. ..__--- •---• - - - -- - - - - - -- --- - - -•-- _ .__ - -. _�.- .._ -s` -. .r -_._. - _-_�_ . -- • -- � '1�� `' �� -��` r 1 , - J 4. Z_� INLET PROTECTION SEE SHEET C807 FOR DETAILS INLET PROTECTION SEE SHEET C801 FOR DETAILS ' i%. . HOLEf MOLEY save tt DON'T D{[i�G iry BLli l�@1n i "IT'S THE LAW` I CALL 2 WORKING DAYS BEFORE YOU DIG `�-80-2-5ASS�1 M ED NOR'l-H i CALL TOLL FREE S CALE ° 3� PER INDIANA STATE LAW iS -tiJ -1991. !T IS AGAINST THE LAW TO EXCAVATE 30 0 15 30 60 'WITHOUT NOTIFYING TriE UNDERGROUND - - LOCATION SERVICE TWO (2) '�VORhING _ _ LO.,ATIO -�' - 3_- DAYS BEFORE C.OMMENCING WORK. GRAPHIC SCALE 1 =30' DEVELOPMENT NOTES 1. The Contrau'lor, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on site. 2. Contractor shall install and maintain a stable construction, site access. 3. Contractor shall install and maintain perimeter soil erosion fence and sediment control measures prior to land disturbance. 4. Contractor shall be responsible for minimizing sediment discharge and tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 5. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing of sediment sha!I not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 6. Adjacent lots disturbed by contractor must be repaired and stabilized with temporary or permanent surface stabilization. GENERAL NOTES 1. This plan shall serve ar a guideline for storm water quality. Additional requirements may be made in the field if provisions shown prove inadequate in preventing soil erosion and /or storm water pollution. 2. See erosion control sequence on sheet C801 for pre -- construction through post - construction requirements. 3. Spill prevention and clean up measures shall be implemented for the storage and handling of materials, such as fuels or hazardous wastes, to minimize the potential for pollutants to contaminate surface or ground water or degrade soil quality. 4. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements of the State of Indiana laws qcverning reporting, containment, and response to spills of hazardous an(.i/ or objectionable materials. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleaning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run -off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with all applicable statues and regulations. 6. Public or private roadways shall be kept cleared of accumulated sediment that a result of run -off or tracking. Bulk clearing of sediment shall not inch. Jeo flushing the area with water. Cleared sediment shall be redistributed or disposed of in a manner that is in accordance with all applicable sta!ij �s and regulations. 7. Land alterations which strip the land of vegetation, including regrading, shall be done in a way that will minimize erosion. Whenever feasible, natural vegetation shell be retained and protected. 8. As grading is done, ir)stall silt traps, silt fences, slope drains, temporary diversions and other runoff control measures at appropriate locations to keep sediment contained on site. 9. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately after completion of ground activity. For larger protects, this seeding should be completed in phases as the different areas of the site are completed. 10. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbed areas shall be temporarily seeded or mulched. 11. Permanent and final vegetation or structural erosion control devices shall be installea as soon as practical under the circumstances. 12. All storm sewer inlet protection devices shall be put in place at the time each inlet is constructed. 13. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets and storm sewers will not longer occur. 14. Vegetated areas with a density of less than seventy percent (707. shall be re- stabilized using appropriate methods to minimize the erosion potential. 15. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 16. Once onsite erosion and siltation of the streets and storm sewers will no longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 17. Silt fence is required around all soil stockpiles. 18. If wells or septic :ysterns are found on site, abandon according to local, county, and state r).gulations. 19. During the period of construction activities, all storm water quality measures necessary to meet the requirements of this rule shall be maintained in working order. 20. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 21. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to ensure compliance. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. SEE SHEET C801 -C802 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS &NOTES; w a Of W 0_ a w Of • C� V) p LLJo~ - >o \\ 0R T D '''' %, STE -- i No., PE1 9500260 STATE OF O 0 / 0 N A L 00\ DATE: 6 (P 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. �}C COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W CeD T� C> O U � w o� � I O H co w w E-4 IM z � � Q a a U Cn Hy O r^ V 1 a a s W CeD T� C> O U � w o� � I O H co w w E-4 IM M PERSON (s) RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES CONTACT: Stevan Armstrong The Stratford Companies 912 Bluff Road Brentwood, TN 37027 615 - 776 -1117 NOTE: 1. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING AREAS. 2, SEE SHEETS C801 & C802 FOR CONSTRUCTION SEQUENCING AND EROSION & SEDIMENT CONTROL MEASURES AS THEY RELATE TO LAND DISTURBANCES. N _ � 1 SIX II�� ............... .............. ::::: ..... PERMANENT SEEDING SOD OR EROSION CONTROL BLANKET P_A i[MFORRRY CONSTRUCTION ENTRANCE 0 el O INLET PROTECTION SEE SHEET C801 FOR DETAILS 0 0 o SILT FENCE SEE SHEET C801 FOR DETAILS INLET PROTECTION SEE SHEET C801 FOR DETAILS INLET PROTECTION SEE SHEET C801 FOR DETAILS �I T i ASSUMED NORTH SCALE: 1')- _ 30 ' 30 0 15 30 60 GRAPHIC SCALE 1 =30 HOLEY MOLEY SAYS DON'T DIG BLIND "17'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. E-4 DEVELOPMENT NOTES 1. The Controcto,- whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on site. 2. Contractor shall install and maintain � a stable construction site access. 3. Contractor shall install and maintain perimeter sail erosion fence and sediment control measures prior to land disturbance. 4. Contractor shall be responsible for minimizing sediment discharge and tracking from the site throughout the land disturbing activities until permanent stabilization has been achieved. 5. Contractor shall clean up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statues and rules. 6. Adjacent lots disturbed by contractor must be repaired and stabilized with temporary or permanent surface stabilization. GENERAL NOTES 1. This plan shall serve as a guideline for storm water quality. Additional requirements may be made in the field if provision- shown prove inadequate in preventing soil erosion ar:d /or storm water pollution. 2. See erosion control sequence on sheet C801 for pre — construction through post — construction requirements. 3. Spill prevention and clean up measures shall be implemented for the storage and handling of materials, such as fuels or hazardous wastes, to minimize the potential for pollutants to contaminate surface Or ground water or degrade soil quality. 4. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements of the State of Indiana laws (governing reporting, containment, and response to spills of hazardous and /or objectionable materials. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleaning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run —off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with all applicable statues and regulations. 6. Public or private roadways shall be kept cleared of accumulated sediment that ss a result of run —off or tracking. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment shall be redistributed or disposed of in a manner that is in accordance with all applicable stotues and regulations. 7. Land alterations which strip the land of vegetation, including regrading, shall be done in a way that will ,minimize erosion. Whenever feasible, natural vegetation shali be retained and protected. 8. As grading is done, install silt traps, silt fences, slope drains, temporary diversions and other runoff control measures at appropriate locations to keep sediment contained on site. 9. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately after completion of ground activity. For larger projects, this seeding should be completed in phases as the different areas of the site are completed. 10. The duration of time ;6Kch an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbed areas shall be temporarily seeded or mulched. 11. Permanent and final vegetation or structural erosion control devices shall be instailed as soon as practical tinder the circumstances. 12. All storm sewer inlet protection devices shall be put in place at the time each inlet is constructed. 13. The contractor shpsll maintain erosion control measures and devices during construction and until siltationn of the streets and storm sewers will not longer occur. 14. Vegetated areas with a density of less than seventy percent (70 %) shall be re— stabilized using appropriate methods to minimize the erosion potential. 15. Final stabilization of a project site is considered achieved when all land disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 16. Once onsite erosion and siltation of the streets and storm sewers will no longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 17. Silt fence is required around all soil stockpiles. 18. If wells or septic systems are found on site, abandon according to local, county, and state regulations. 19. During the period of construction activities., all storm water quality measures necessary to meet the requirements of this rule shall be maintained in working order. 20. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 21. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to ensure compliance. Evaluation reports must be made available to the inspecting a«thority within 48 hours of a request. -WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PRE1tEtd110PJ PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEETS C103—C106 SEE SHEET C801 —C802 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS & NOTESg LL O U F- rL in LAJ w 0 I o o� 00 W /Zi,, /i Do.............. �. GrSTE No. PE1 9500260 STATE OF 0. '' s/ .� DATE: 6 � THIS DRAWING AND THE71DEA, D SIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORAT10N, 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) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 --1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn eidercorp. com Architecture Civil Engineering Environmen tai Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DA t: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: i �z ALF SHEET Ti TLE: o PREVENTION PLAN DRAWING FiLES: 4: \1238 \044 \dwgs \C107— C108.dwg Ef: N:\1238\T0P0\Ca21.dwq rEF. N: \1238 \6001 \dwgs \12386001e.dwg ER N: \1238 \6001 \dwgs \PEflGRU \PETTIGRU— BS.dwg REF: N: \1238 \6001 \dwgs \Towne Road \TR — STIR— BS.dwg N: \1238 \6003 \dwgs \6043— BS.dwg RER N:\1238\044\dwgs\Tt1e1.dwg £F: N: \1238 \6001 \dwgs \6001— BS.dwg .REF: N: \1238 \044 \dwgs \044b9.dw9 R: \5k \5471 \001 \dwgs \5471001 bs.dwg SHEET NO.: C� CD U DA t: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET Ti TLE: STOR11WATER POLLUTION PREVENTION PLAN DRAWING FiLES: 4: \1238 \044 \dwgs \C107— C108.dwg Ef: N:\1238\T0P0\Ca21.dwq rEF. N: \1238 \6001 \dwgs \12386001e.dwg ER N: \1238 \6001 \dwgs \PEflGRU \PETTIGRU— BS.dwg REF: N: \1238 \6001 \dwgs \Towne Road \TR — STIR— BS.dwg N: \1238 \6003 \dwgs \6043— BS.dwg RER N:\1238\044\dwgs\Tt1e1.dwg £F: N: \1238 \6001 \dwgs \6001— BS.dwg .REF: N: \1238 \044 \dwgs \044b9.dw9 R: \5k \5471 \001 \dwgs \5471001 bs.dwg SHEET NO.: C� C -� I _ , « ' it ; II =1 I , i • ti p Tj LL. �� _ -- r+ I- _- 11 I • tn 8 o I I I I V, a I :r7' I L I ; I az �i:► i dl r�j� STOFCIJ TGR u I f ' 174 =, j '� i,r=- 6' FIRE HrJRA4T STC24,;'G �' i' , z ---T 1 �.:. 1 -1. _ - I -� VALVE ASSOW3�Y r, c-• + -_ v i 14 t I 11 > I L it � � _ ._ __ -- � - --- -- - ._ _ i U` I;.t�.b :i. F A:.c�,l (. Fn. I AIL 11 /i.BU` -`'1 i t i . - r Q- i I j 1 '{ *' -.r) I C2) -, .-'7 _ " •�- I I } il`15 lF F GiF! 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I. .' \ :.: `.} p TRaCH 0" CHgIC VA FxAv �,' �SEt MA1t 11aX$125L.,, ' IL UNITS a i �_ � i V � ..;" -_ ";" � , ti ,7 �� I r I ( _ `;f TL >= 9rJ4.00 1ST F1 ' • - 11 • ' • x" r y L k,. taw: t O? ,I I� I ?� r-° `S]] /_ ! \ / 1 P, POOL • .1 � � ..• �• ,�.a 4 •! ,♦ a• ; • �}•� � I r,.,,_ -C >!"!, ,, W�It�.,. f, �'t Ij �1 1 =f: �•+' , � I , gry I I L - SANITARY SEWCR HOLEY MOLEY SAYS "DON'T DIG BLIND n "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55AA �� CALF 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 'FORK. �, I r i � I ; , i "' , 1 ro��11_ _ 6mlell on I I , - - - I a - "�_ 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 RESPONSIBIL'TY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACT ORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DO'NNSTREAM MANHOLE. (MFI} 6. WYES AND LATERALS TO BE 6" PIPE UNLESS 0THERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINII'viUM, OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET `0 THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE CND OF THE LATER,aL SHALL 8E PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNT' SING TC� THE OPPOSITE_ SIDE OF THE STREE l SHALL E X IEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN `�^ AND ter iH- L" BE ��LOSER THAN FIVE I I . CASE SHOULD TI 7_ ' L HTERAL� FEET TO THE BUILDING LINE, UNLESS 0THERWISF NOT ED. CLAY T01N�SHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREF-1k vVic-W-000 (Village of WestClay - West- Structure number) L= --- - - - Sheet Detail Description Number IL- � -� 0804 I 6 Precast Reinforced Concrete Manhole P --*- C804 7 Sanitary Sewer wedding Detail C804 1 17 1 Service --Connection To Main Sewer I i SCALE:, 1 " =50' 920 ________________.______ _____ - -1.11. 0 -----,---.------.------------------- ----�--,----------�--.�-------..-�-,.,----.---.- -.--.-----------,----------�------.-----.--,---.-.---------.--,---,�--..-,.--�----------.�----�.- ______ __________ _._._,_..__________ ____ -,-.-''. - ..�..-..--.---.-.�-�--.-----.--------------.-----,------,---.---.------------�-----�---.---.-...-�--- _.- ------ ��� , __._, U-) r.-I-) 1 1_� �' . V_ M I LO C12 � I - - -. I I . I'M I o r-i U M M j cor- - - - N -- '-- - - - - -- - -. - ..- - - - - -- ... ._.. -- - ...... -.._.- ... . .. . -_ ._. . -- - ..._- - -.__ -- - -.. -- -- . - -. -_. -- ' - - -- - .-------------- - - - - - -- -- _--- _.--- .------ - - - - -- .-- - - .-- -- ,_ p 910 _ o _____ _', CZD CD - CD - - I co �? I O d- O ; I CD �? Li7 r- U; >_1 co � Ln�n � ; =--) .rn I r''m cc co mot- �- , a) 01 Uoaa�+� Z U",- CnM ��F-- O OO OO � � 0o C I� oo ao l- �' 7 � -� ~ I �co >p = • MO pnZZQ CDZ=O QOr) cn zZO � �C.3�» }o= I--U Cj �---- __ I U') I,_: � = = 910 910 . � __-----_ --- _ __ ----------- - �' _ - - T - - - -- -- --- -- ---- -- F-- C!? F-- , I I 1 c0 ` ~ I i 905 ; I `` __ . 0- 1 -- -------.--.--------- .�_._ - ___ ^- _._- __- --._..._ -____ -____` _ _ _. _.--- -_ _-. _--_______ ___ -._- - �.....�._ - -�__� _._-- _.__�_..-- --•__" �- -- _•'� r -� � -.. .ten / /y^ L i.l -.- l . z r/ " - - �- r -r -_, / I / oo / ( / . / / / I � 11 / ", / I 900 ______ ___ -----. __ r) __ / - / - - - - f 400. . / / / . 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I / / - /// . / I - / / / / rim-' ^ r _Z __ g "PVC SaR -35 - ___ 1-i- I 895 _�_ ___ __ __ __TM______- __________ _ ___ _ _ 5 a --- _________.-- ._.._.__ .... __ .___ -_ _ -__. _. - -__. _.____. __._ - -._ .___. __ _____ ____ _ ___ .___ _._ ____ ____ . ______ - ________. ____ _ ..__. _ __ _ _ ._____ __ . __ _ ___ .._._.... _._. _. - -__ ._ _______ -. _ ---- ___.__ - - -__ -- __ -_._ .- ___.__- _._ ____ _ __ __ ___ 8 PVC SDR -35 8 PV � „ 166' 0.45 0.45 180 0.45 $ P VC SDR -35 268 . 890 , . ,---.----.------. --.-------.,---�-.-.---.--�---...-,--� �--------,-".-�-,-.-.-.---.�.--�.�--.�-. -.--. ------- ----..-.------------,-..-,.-,.-�---------.------.,- 890 ___________._______ _____ - 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1 +00 0 +50 0+00 2 +50 2 +00 1 +50 1 +00 0 +50 0 +00 885 1 1 --------------------..--,.--..-----.-.--,-.---------------.-.---------.----.--�--.-.---�--�---. _.____.. _.- --,.-,. ____ . ..... ---..--.---.-.-----.--.-.--,-.-.----..--....------.�-.-..--.,.---.-.------------------.-�------�-�-----.-------..-.-------�.------------------.--.-----.-.---,.�__..--.-�..__.____._---- --- . - 8 00�t 5 --- i I 880 � ______ . . -----.-..-.---------.--.------.--.-----,---------.---.---------.-.-.---------.-.-..-�.----,-----�-�---.-.-.---�--.-------.---��-------------------�--.-.--.,--------------.---.�--�,-,.-------.---------------------��-...-------..--�--�---"-..,.''-..-------..--....�.--.,..-----�.----.-------.----------------�--l---.-----.�.---.-.-..--..--- _____ ___ . 880 � . . . I I _______________ ____ ___ _____ - ____ __ ____ - ___ - . a I . ); _ ) I __ ___ ,., - r•° H 0 R 7. e 1. .�..... -50 41 �___ 1 ~`��_ SCALL, 19 9 V V. / / VERT., 1 -5 __� Existing Grade New Grade Granular Backfill - - -- B F - V) H L LLJ -2; 0 U F__ Of- W 0 Ln w I LM 4-i r / o 1 (f ) N w o - \,`�����111t1114 i 1 111 111111 /-�/ XXI DER T / //, - --//, V, .. G\STES', _..� 1Q -- No. . i::)::, = - . �__ * ' PE19500260 � =_ i�, . ;0 -.. STATE OF O �r !N N P /..,,;V 0 NAk *\ \\%\zNj L \ \ ,>>1im.... 1 111.1 Il . - i __ DATE: W&(,� THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN P.RE 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) l .. _ - N &_� .%4!��%r 2�_c n A"_�_ 0 =*� TAE �c�NE��ER coRPORAT�oN Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 --1037 Telephone: 317.826.7100 I-ax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering 9 9 Geotech n ical Services GIS *LIS Home Builder Services Interior Design Land Surveying andscape Architecture Transportation Engineering DATE: ?:..i) . z _-, Cn w C\2 r- o co ,:::� i...4 � �21 Q � a E---q AND PROFILE DRAWING FILES: - � \t233 \044' \d*qs \C4.41.d*q . � O Q °o (:� 11 - � I XRER S: \,5k \5471 \001 \dwgs \5471001bs.dwg XRER N: \1238 \6001 \dwgs \PETIIGRU \PEnGRU- BS.dwg FM _q &__q . tr`�N - - �U) ...C� 4 U = FZ4 ....:t4- P4 E---, (C> M r e. &MR1 E_� &-1 E-m-1 C/D o ms� E-+ UD Cn r;4 C-1.1 co F=4 F__Q4 C/D _<-4 �:D __ _� IIIIIIIIIIIIIIIIIIIIIIIIIIIIII11=111 - M DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: SANITARY SEWER PLAN AND PROFILE DRAWING FILES: - � \t233 \044' \d*qs \C4.41.d*q . XREF: N: \1236 \04 -4 \dwgs \SANITARY.dwg XRE7: N: \1238 \D44 \dwgs \Title1.dwg ,Eff: N: \1238 \044 \dwgs \044bs.dwg . XREF: N: \1238 \6001 \dwgs \6001- BS.dwg XREF: N: \1238 \T0P0 \Ca21.dwg XREr: N:\123B\6G01\dwgs\Towne Road \TR- STM- 6S.dwg XRER S: \,5k \5471 \001 \dwgs \5471001bs.dwg XRER N: \1238 \6001 \dwgs \PETIIGRU \PEnGRU- BS.dwg SHEET NO.: . tr`�N - - �U) ...C� !i k Ie[e[ k Q� 1,tti- y't 4 F ii i s t � � F � i•r.[ s. �a s wpa�.cn.•Lti.t�aala.+ sir• wsaa�caaw. w. ws. �. r. vrr. r. w—. w.., w��__` auw. .+wraw�w...+.es.rwa.4.S[.aerlJ. iruLll...:lfuc�+c:w._ar -._..s ___mss.. a'.xnr,- ,_ -l�l= •• � ' r.+ • .•: � �)ri {� � �� � ., .�� i i S • � - 1 , ii• J EI ( • j] 1 I A. r.�.�si[as nemvra•aa. .�...+._w�lor......��...� �.�..�..�.... -•j4 -- ._._......4....c ..tw�i.a s:..cr�ao.,. a.au .�..'e.- :.,..... y � _, ' f ... -,. ._. .. { i i � .... ... ,J-. ti.: -. —._... ....., - -. -. _ ... - ... _ _ - ..._ _ - .. .. - .. .. - i i R i 7 1 I 4x'[rw. . i � ! ,� � '.'h ✓.nom,] l —� _.•v.. •,. �i [ -- .. .... ..... ... ,._ _ .. .. .. .__. .. -._e .. �.. r -_.._. _ , .. .. ,.. ..e -• - l - -- � f - - - � ' , n I �; If I a I J laMV. L[[ T[ r. M.., T. x^-' rwv. wtR, r�- r. rw.......... ...�.........�,r.r+r_�r..e -�,., .,tr.- •.r.....r.. •••. �. rn ��ti n:. dhva�•.c1 .�. .•.awua..rra..ar•[it _ �_...., xSYJi{ WJAY.] 11W41Y:[t QiR.. MM['Waraeca.a4res.�uY.Y.•+Ya..a .+ry t� -u ryanr_![Tf � .. +. .:.:.v v.l, .- � -r... w. a.�.. <... ... �. -..- _..... .. -.+. i__._ -. ,.. .- -. ', s .- �_ :... �v �.�-. .nv. r, -. ..r a..-. _ - ....._ . -.. • a '... �.- ♦� � . �.• - - .. . .. .. .... . ... • • • `� �, � �, 1 r' (� J HOLEY MOLEY SAYS DI h 17 Oim T RP�R DIG TOP BLIND ~ C G NNE ( P.) � f �QO Storm Structure Number BIT'S THE LAW" Sanitary Structure Number — — CALL 2 WORKING DAYS BEFORE YOU DIG ASCU M ED NORTH 1- X00 -382 -5544 SCALE. 1 = 30 � CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. W W— IT IS AGAINST THE LAW TO EXCAVATE 30 0 15 30 60 WITHOUT NOTIFYING THE UNDERGROUND 7� ` -� �`�5�� New Fi1 e Hydrant LOCATION SERVICE TWO (2) WORKING GRAPHIC SCALE DAYS BEFORE COMMENCING WORK. New grater Valve wpa�.cn.•Lti.t�aala.+ sir• wsaa�caaw. w. ws. �. r. vrr. r. w—. w.., w��__` auw. .+wraw�w...+.es.rwa.4.S[.aerlJ. iruLll...:lfuc�+c:w._ar -._..s ___mss.. a'.xnr,- ,_ -l�l= •• � ' r.+ • .•: � �)ri {� � �� � ., .�� i i S • � - 1 , ii• J EI ( • j] 1 I A. r.�.�si[as nemvra•aa. .�...+._w�lor......��...� �.�..�..�.... -•j4 -- ._._......4....c ..tw�i.a s:..cr�ao.,. a.au .�..'e.- :.,..... y � _, ' f ... -,. ._. .. { i i � .... ... ,J-. ti.: -. —._... ....., - -. -. _ ... - ... _ _ - ..._ _ - .. .. - .. .. - i i R i 7 1 I 4x'[rw. . i � ! ,� � '.'h ✓.nom,] l —� _.•v.. •,. �i [ -- .. .... ..... ... ,._ _ .. .. .. .__. .. -._e .. �.. r -_.._. _ , .. .. ,.. ..e -• - l - -- � f - - - � ' , n I �; If I a I J laMV. L[[ T[ r. M.., T. x^-' rwv. wtR, r�- r. rw.......... ...�.........�,r.r+r_�r..e -�,., .,tr.- •.r.....r.. •••. �. rn ��ti n:. dhva�•.c1 .�. .•.awua..rra..ar•[it _ �_...., xSYJi{ WJAY.] 11W41Y:[t QiR.. MM['Waraeca.a4res.�uY.Y.•+Ya..a .+ry t� -u ryanr_![Tf � .. +. .:.:.v v.l, .- � -r... w. a.�.. <... ... �. -..- _..... .. -.+. i__._ -. ,.. .- -. ', s .- �_ :... �v �.�-. .nv. r, -. ..r a..-. _ - ....._ . -.. • a '... �.- ♦� � . �.• - - .. . .. .. .... . ... • • • `� �, � �, 1 r' (� J L_ ly. �' L( 0 C Pro iec_-/\t Lorc-1!cn Ma-P SCALE: i "= 500 �U ELI aM a-. I-- wl- ®� 94 �" M Fa G Existing Sanitary Sewer Existing Sturm Sewer RP�R TiON TOP ! � l ~ C G NNE ( P.) � `1f �QO Storm Structure Number 000 Sanitary Structure Number — — Utility & Drainage Esmt, L_ ly. �' L( 0 C Pro iec_-/\t Lorc-1!cn Ma-P SCALE: i "= 500 �U ELI aM a-. I-- wl- ®� 94 �" M Fa G Existing Sanitary Sewer Existing Sturm Sewer �s --�-- New Storm .sewer New Sanitary Sewer ~ (Laterds are shown for reference only) Sanitary Sewer clean —out ut ------ __ - -__ Subsurface Drain (sm) �QO Storm Structure Number 000 Sanitary Structure Number — — Utility & Drainage Esmt, ----- Building Setback Line aJ Existing Water Main W W— New Water Main Existing Fire Hydrant New Fi1 e Hydrant Existing Water Valve New grater Valve Existing Fiberoptic Line Existing has fain —a .�,. .._._.�.r.. E Existing Electric Line W -- -- -- Existing Telephone Line G New Gas Main New Electric Lime ---- T New Telephone Line Existing Utility Pole -=-- ���.- �� --- -� Existin g Trees TBM #44 USGS BENCHMARK CUT 'SXI; NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE- FARM ENTRANCE. ELEVATION — 893.39 NOTE: MINIMUM COVER OVER TOP OF ALL WATERM,41NS TO BE 54" FROM; FINISH GRADE. V) L w ME 0 Uj U W a. 0 W a O N 'LIJ o T .......... 0 7z � o No. E19500260 S TA TF OF 'n ND I AN.P. ISS ONAL \ \\ 111111111111 � \ \\ DATE: THIS DRAINING AND THE ID AS, 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.( Q14=k RKIW*k o U'V 41m je�h P I- r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental- Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 10/2 DRAWN BY: RI SHEET TITLE W uK �� r'�iiv U Fi�1 N. \I 238• \o44\d EF: N: \1238 \a 'REF: N: \1238 \1 ff: N:\1238\1 )REF. N:\1238\1 ER � ,': \1238 \I EF- N:\1238\1 EF: N:\1238\1 r N:\1238\1 EF: P,: \;k \54; SHEET NO.: cat o CID w ~ r4 co i DATE: 10/2 DRAWN BY: RI SHEET TITLE W uK �� r'�iiv U Fi�1 N. \I 238• \o44\d EF: N: \1238 \a 'REF: N: \1238 \1 ff: N:\1238\1 )REF. N:\1238\1 ER � ,': \1238 \I EF- N:\1238\1 EF: N:\1238\1 r N:\1238\1 EF: P,: \;k \54; SHEET NO.: Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil, This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost' action, moderate S,irink -swell potential! and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets algid dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. STORM SEWER GRATE DANDY BAG` {T STRAPS USED FOR EASY :O VEMENT AND �SPECTION OF UNIT STORM SEWER GRATE VELCRO ,"MOSURE DANDY BAG"' DETAIL OF INLET SEDIMENT CONTROL DEVICE PAVED AREA INLET SEDIMENT BARRIER NO SCALE 2 stakes per bale bindings to be placed parallel to ground Plan (n. t. is. Profile 0 Milk EIDT .000��T• 000 W straw bale -- stake (typ) -straw bale -3 "-- 6 "u n dertoe SEDIMENT FILTER DETAIL 3 SEEDING 6" MIN. TURN DOWN fill EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S--75 OR EQUAL _ Ott ti.1 EXISTING GRADE i ►1 EROSION CONTROL M ATT DETAIL IPi� = '"FYI Mal All Pill dW di ro s .., _ Cr Crg II? F OILS AF' � • O 0 0 a oQ Q • `�. 0 • c D . 0 a •0 °p ° • O 0 ° b 0 0020. o 0 oD o °a o 0 PUBLIC ROAD a0' ° °0 00 (�,il a •� °D•O °0•Q °�• ��I�I% O O ° U • 0 o0 - ,, o0 • O °D V 11N% • o °0 • 0 °0 • O 00 0 0 00 • 0 0 • O 00 • 0 00 • o 00 • O o0 • 0 °0 • O 0 o °O • O °O • o °O O °O • O °0 O °O • o ° '0 0 o O • O a G • O° 0' O o D. 00 D • 0 0 o O 0 0 0 • O 0 0 • 0 0 0 • 0 o O • O a 0 • O D G, • O o 0 • O D • o °0 • O 00 ° O °0 • O a0 • O °0 • O °0 • O 00 • O °0 • O D . 0 °0 • 0 °0 • 0 °0 • O °0 • O °0 • 0 °D • Q °0 • O 0O • O on • O c a 0 0 0 0 0 0 0 0 D• 0 0. 0 00 D• O 0. 0 0. O D' o 4•° O• ° D• 0 0• O ` • 0° 0 0• o •0 • o e0 • o •O • 0 0 0 • 0 0 0 • 0 0 0 G 0 • 000 • 0 0 0 • O 0 0 • 0 0� \� ° . • e . • ° d ° O d ° • • o O• o 0 O• 0 o O•° O • O O. O . O 0. O O' O 0 9 0 0. 0 a lilt . e O. 0* 0, o a o a ° 00",-- a 0.0 °. a•0oO O• 0.O Q °O 0.O 0'O D•C o. 0 a o 0•' a o • 0° O ° 0° O. 0° 0 . O° D • o° D p° 0� 0• e 0• o ° O• p o O • 0 0 0 • p a D • O° D • O V a • o °0 • 0 °0 • O D D • O O• r 0. 0 C• 0 tn� •0o Cabo 000 °O°O.00D•Oa0.OaD'000•��J` e e O O D a �l O 00 OL D •_ o 0 0. O 40 y0 0 0. 0 0. 0 0.0"o • Qom. e.o •0 •° O 0 O • t7 ° 0 • O a O' O 0 D • J' �\ ° a 0 4 0 P \ • o O D• O 0` O 0' O � a� n" (MIN) °° Q° °� °� ;/ o° O D • n D •,�O / � 2 " -3" COARSE f AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY l.k1PORTANT WHERE WETNESS IS ANTICIPA T ED) TEMPORARY C0"Sm`1UCT10N_. A B C 3' 1 1/2' 3' 1 1/2' 3' 7_0 - - - - - .l ...4 ......... XX...... X.. ........... . CV '.'.'.'.'.' '.':.'.'.':.'.'.'.'.'. ............. ............. ..... I ....... 'X::::::::: X - -k ..'.'.'X'.' ................. .... ........... .......... ................ L_J)4� ... 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 REQUIRED DUE TO DEPTH OF FLOW. ® x (� X CHANNEL UNiNGS HUE STAPLE PATTERN "C' 4:1 3:1 2:1 1:1 CHANNEL MTH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT UNINGG PROJECTED WATER UNE STAPLE. PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR th1-{ERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTiUZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE °SLOTTED IN° ABOVE THE BREAK OF THE SLOPE OR AT A MINNUM, STAPLED IN PLACE WITH STAPLES 60 APART ON THE END OF THE BLANKET. ° ° ROLL BLANKETS THE BLANKET SHOULD NOT BE OUT IN DIRECTION _ STRETCHED BUT ALLOWED TO LAY >� - OF WATER FLOW. LOOSELY ON THE SOIL SURFACE TO r•-_ ACHIEVE MAXIMUM BLANKET TO S01L i CONTACT .o 7, :�• ROLL BLANKETS -" - OUT IN DIRECTION 4 IN HIGH VELOCITY CHANNEL APPUCATIONS, AMb CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WDE BY 60 DEEP WITH THE BLANKET STAPLED IN TFE BOTTOM OF The SLOT, THEN BACMUID AND SEEDED. r-nnn�n►i n� A sitir-r IAIC"�TA! � A T1nl�1 OF THE ,PPED ED, JE, BE R TO Seedbed Preparation Areas Apply lime to raise the pH to the level needed for species being SIGN TO INDICATE THE seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per use mulch. '� LOCATION OF THE i CONCREIFE iASHOU T AREA, A B C 3' 1 1/2' 3' 1 1/2' 3' 7_0 - - - - - .l ...4 ......... XX...... X.. ........... . CV '.'.'.'.'.' '.':.'.'.':.'.'.'.'.'. ............. ............. ..... I ....... 'X::::::::: X - -k ..'.'.'X'.' ................. .... ........... .......... ................ L_J)4� ... 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 REQUIRED DUE TO DEPTH OF FLOW. ® x (� X CHANNEL UNiNGS HUE STAPLE PATTERN "C' 4:1 3:1 2:1 1:1 CHANNEL MTH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT UNINGG PROJECTED WATER UNE STAPLE. PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR th1-{ERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTiUZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE °SLOTTED IN° ABOVE THE BREAK OF THE SLOPE OR AT A MINNUM, STAPLED IN PLACE WITH STAPLES 60 APART ON THE END OF THE BLANKET. ° ° ROLL BLANKETS THE BLANKET SHOULD NOT BE OUT IN DIRECTION _ STRETCHED BUT ALLOWED TO LAY >� - OF WATER FLOW. LOOSELY ON THE SOIL SURFACE TO r•-_ ACHIEVE MAXIMUM BLANKET TO S01L i CONTACT .o 7, :�• ROLL BLANKETS -" - OUT IN DIRECTION 4 IN HIGH VELOCITY CHANNEL APPUCATIONS, AMb CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WDE BY 60 DEEP WITH THE BLANKET STAPLED IN TFE BOTTOM OF The SLOT, THEN BACMUID AND SEEDED. r-nnn�n►i n� A sitir-r IAIC"�TA! � A T1nl�1 OF THE ,PPED ED, JE, BE R TO Seedbed Preparation Areas Apply lime to raise the pH to the level needed for species being erosion at times other than in the shaded areas, seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per use mulch. 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 35 test. Application of 150 lbs. of ammonium nitrate on areas low in organic 5.5 -8.3 matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2---3 inches Oats ��ith a I +arro�r, disk or rake operated across the slope as much as possible. 5.5 -8.3 1 Annual Ryegrass Seeding .12 Select a seed mixture based on projected use of the area (Figure 5 -2), 1000 Sq. Ft. Acre Remarks while considering best seeding dates. See Figure 5 -3 this sheet. If toler- 3. Kentucky Bluegrass ances are a problem, such as salt tolerance of seedings adjacent to streets .4 and highways, see Figure 5 -4 this sheet before final selection. -7.5 Figure -2: Permanent Seed Mixtures Creep in g Red Fescue 15 Non species Seeding Rate Suitable pH Site Suitability* AS NEEDED lbs/acre Ibs /1000 well Irrigated sq_ ft_ Droughty Drained Wet Dormant Level and Sloping, Open Areas MAIN I ENANCE erosion at times other than in the shaded areas, polypropylene meeting the physical properties below. use mulch. 1. Tall rescue 35 .8 5.5 -8.3 ** 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover** 5 .12 Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creep in g Red Fescue 15 .4 EVENTS AND AS NEEDED ALONG WiTH ROUGH GRADING Step Banks and Cuts WATER AS NEEDED � AFTER ROUGH GRADING 4. Tall Fescue 15 .4 5.8 --7.5 AFTER 2 1 2 Kentucky Bluegrass 25 .6 AS NEEDED AFTER FINISH GRADING 5. 1 cl! Fescue 35 .8 5.5-8.3 AFTER 2 1 Emerald Crownvetch ** 10 .25 AS NEEDED AFTER EACH INLET IS PLACED Lavrns arid High I':i tenonce Areas HATER AS NEEDED 0 Kentucky E�Iuegrass 40 .9 5.8 -7.5 2 1 Creeping Reed rescue 40 .9 7. ?erenriiai Ryegrass i 70 4.0 5.0 -7.5 1 (Turf Type) AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A 8. Tail Fescue 170 4.0 5.5 -8.3 2 1 2 * -- Preferred 2 -- Will Tolerate ** Inoculate with specific Inoculant. BERM AROUND PERIMETER 12" MiN 12 f. GROUND SURFACE COMPACTED EMBANKMENT R MATERIAL TYP. + 3. I OR PLATTE I (` SIDE S �PES I 15'x15 MIN OR AS REQUIRED TO CO�i T, J,l11 WASTE C010N1CRE T E NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALL E- P iO;' TC► ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUC Twit ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE TI^1E LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF' CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE RE ' =,BRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED COfIGRE T E. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, I HE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL CR 24" if SILT FENCE LATHS ;E EXTENDS ' FINISHED GRADE 1. SEE SILT FENCE DETAIL FOR rv1ATERIAL SPEC,IFICAIiONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PRO ULC 10 SILT FENCE 6" HIGH, 12' WIDE GEOTEC11LE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB Seeding ** VISION W. 111111 IIIIIUIIIIIII��� 011 SILT FENCE X Temporary Seeding and Stablization Dates mmo Irrigation needed during this period. To control MAIN I ENANCE erosion at times other than in the shaded areas, polypropylene meeting the physical properties below. use mulch. * Late summer seeding dates may be extended 5 days to stakes over fabric as reinforcement. if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTI011 HAMPER THE Fabric Weight ............................ ............................... ESTABLISHMENT OF VEGATATIVE GROUND COVER. PRIOR FIGURE 5•-3 SILT FEN`.E Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to EXISTING INLET PROTECTION 1 1 /2" deep Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WiTH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED � AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND HATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL_ OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS; DRAINING TO THESE AREAS ARE STABILIZED ---------- * Not necessary where mulch is applied. X 10, + TYPICAL TYPICAL TOPSOIL STOCKPILE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES I GRADE GRADE (NEW OR EXISTING) 3.25' 3.25' E /-(NEW OR EXISTING) M - A 1 X �.1 51.0? Sao PE S -75 EROSION CONTROL SEEDED AND I I r- BLANKET AS MANU. BY STRAW MULCHED � I I I � NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE Irrigation needed during this period. To control MAIN I ENANCE erosion at times other than in the shaded areas, polypropylene meeting the physical properties below. use mulch. * Late summer seeding dates may be extended 5 days to stakes over fabric as reinforcement. if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTI011 HAMPER THE Fabric Weight ............................ ............................... ESTABLISHMENT OF VEGATATIVE GROUND COVER. PRIOR FIGURE 5•-3 SILT FEN`.E Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to EXISTING INLET PROTECTION 1 1 /2" deep Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. X 10, + TYPICAL TYPICAL TOPSOIL STOCKPILE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. VARIES I GRADE GRADE (NEW OR EXISTING) 3.25' 3.25' E /-(NEW OR EXISTING) M - A 1 X �.1 51.0? Sao PE S -75 EROSION CONTROL SEEDED AND I I r- BLANKET AS MANU. BY STRAW MULCHED � I I I � NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAIN I ENANCE geotextile of 100% polypropylene meeting the physical properties below. INSTALLATION SEQUENCE All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly STONE CCNSTRUC T ION FNTRANCE AS NEEDED Fabric Weight ............................ ............................... , �• Qzysy d PRIOR TO CLEARING AND GRADING SILT FEN`.E WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION `'r'EEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WiTH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED � AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND HATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL_ OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS; DRAINING TO THESE AREAS ARE STABILIZED HOLEY MOSEY SAYS D T DIG �LI LJ "IT'.q THE LAXA/7' CALL 2 WORKiNG JAYS BEFORE YOU DIG 1-PoOO-3 Z 55"14 CALL TOLL FREE PER INDIANA STATE LAW 15 --69- -1991. IT 1S AGAINST THE LAW TO EXCAVATE flTHOUT NO, FYIN' T'HE UNDERGROUND LOCA ION SERVICE T��'O (2; WORKING DAYS BEFORE COMMENil WORK. SILT FENCE Silt Fence shall be a machine produced, non-woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... , �• Qzysy d Grab Strength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... Warp 50 Trapezoidal Tear Streng th ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 A. O. S .......................................... ........----- .._............... 50 -80 Slurry Flow Rate .......................... ............................ 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Stakes ;, 5' O.C. Fence Post -\ O I Ground surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS 1. The individual lot operator, whether owning the property or acting as the anent of tree property owner, sholl be responsible for erosion and sediment control requirements associated ;��ith activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the contractor and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation ci,d maintenance of a stable construction site access drive from tale site to the streat /alley shall be installed, consisting of Number 2_ Stone, 6" thick and a minimum of 12' wide. Top dress as needed. Th's shop be utilized for access to the building and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water sho.11 not be used to flush silt, mud or debris into the storm sewer s3stem. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along areas where surface runoff leave:, the site. The silt fence shell be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and trucking from the lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. C'leGn -up of sediment that is either tracked or washed onto roads. Bulk ciearino of sediment shail not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. B, Men time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain the should be extended to the street or other solid outlet until a lawn is established. 9. Final stabilization meeting the criteria of Rule 5 will be achieved wrhen the lot operator: a. Completes final stabilization; or b. Has installed appropnote erosion and sediment control measures for the site prior to occupation of the building by the owner and has informed the oviner oT' the requirement for, and benefits of, final stabilization. iCIO- ? 2 Q U Q w UJ Cn w I t� � N ° �w !l r xxo�� T Do No. PE1 9500260 STATE OF Q �•ir�,, 0NAL oN DATE: 2 it �p THIS DRAWING AND THE IDEAS DESIGNS AND DR NG , 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n�u THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneider%-.orp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GiS * LIS Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering � CO C\2 o CD � >" Q W O I � C/P)- 5 Erl rn STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan index provided below A2 11"x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: Assisted Living Apartment building and Age Restricted Townhomes. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Sheet C101. LATITUDE: 39'58'26" LONGITUDE: 86'12'12" A6 Location of all lots and proposed site improvements: See sheet C101 to C108. A7 14 Digit Hydrologic Unit Code: 051202010900050 AS State ar Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: Storm water will leave the project site via existing storm sewers. The Drainage Master Plan for the Village of West Clay Section 6001 provides storm structures as connection points for the onsite storm sewers of this project. Detention is also provided by Section 6001. See Site Plan Sheets for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: None known. All Receiving Waters: Williams Creek Al2 Identification of potential discharges to groundwater: None anticipated. A13 100 Year Floodplains, Floodways and Flood Fringes: Subject tract is located within Zone X as shown on FIRM #18057CO205F dated Feb. 19, 2003. A14 Pre- Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 13.5 CFS 10 year Post Construction Peak Discharge = 35.0 CFS This comparison of Pre to Post construction peak discharges represents the runoff from this project site only. The increase in peak runoff will be detained within several of the detention .facilities proposed as part of the Village of West Clay Section 6001 prior to discharging to the receiving waters. A15 Adjacent Land Use: North: Village of West Clay PUD - currently vacant South: Village of West Clay PUD - currently vacant East: Village of West Clay PUD West: Village of st Clay PUD - currently vacant A16 Locations and approximate boundaries of all disturbed areas: See Sheet C107 -C108 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan Sheet C107 -C108. A18 Soils Mop including descriptions and limitations: See sheet C801 for soils map, descriptions and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Utility Plan Sheet C103 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Village of West Clay Section 6001 Construction Plans prepared by The Schneider Corporation for information on the offsite infrastructure associated with this project. A21 Locations of Soil Stockpiles: See Stormwater Pollution Prevention Plan Sheet C107 -ClOS for soil stockpile location(s). 62.2 Existing site topography. See Site Grading Plan Sheet C102 or Topographic Survey Sheet B101 for existing site topography. A23 Proposed final topography. See Site Grading Plan Sheet C102 for proposed site grading and drainage patterns. B1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, broke fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: Tl• .s plan has been created in an effort to eliminate sediment from leaving the project site during construction protecting the adjoining properties and the receiving waters. The developed site will discharge all stormwater to the existing storm structures as designed and constructed as part of the Village of West Clay Section 6001. Storm water is conveyed through that system from the subject site to one of two detention ponds. One is located at the SW intersection of Towne & 131st Street and the other to the west of the site. PRE - CONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Moley ") at 1 -800- 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. Evaluate the site for vegetative areas to be saved. See Sheet C107 -C108. 3. An orange construction fence shall be constructed along the perimeter of the dripline of the tree preservation areas prior to any earth moving. 4. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography along the perimeters of the site. Due to the existing topography and the proposed site coverage, a silt fence is proposed along a majority of the project site perimeter. See sheet C107 -C108 for exact locations. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the project boundaries. 6. Maintain a 10' minimum grass filter strip where practicable along the east boundary along Towne Road. 7. A construction entrance shall be placed per the plan location along Manigualt Street or as otherwise directed by the contractor. 8. Install protective devices along existing storm sewer inlets per locations shown on the Stormwater Pollution Prevention Plan Sheet C1107 -C108. Specifically, structures 726, 726A, 752, 820, and 821 as shown on C105 -C106. 9. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. A staging area will be necessary for construction of the bungalow buildins as well as the Assisted Living building due to the time lag involved in the process. Sheets C107 -C108 show a proposed location for the staging area. It shall be the responsibility of the contractor to verify the plan location or designate a more appropriate staging location. 10. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 NQI and Rule 5 inspection documentation. The preferred location would be within the construction trailer for this development provided that is located onsite. CONSTRUCTION AC'IiVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. Strip topsoil and temporarily stockpile. It may be necessary to stockpile topsoil offsite due to the nature of this project and the proposed site coverage. The contractor shall coordionte with the Village of West Clay Section 6001 development and appropriate location for stockpiling excess topsoil if possible. No location has been sho�►n on the Stormwater Pollution Prevention Plan Sheet C107 -C108. 3 Perform rough grading. 4. After completion of rough grading, final grade and seed landscape berms, common areas and swales immediately after grading is completed. 5. Upon completion of rough grading, begin underslob work and foundations for initial units. 6. Upon completion of rough grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. Riprop shall be provided upon completion of end section installation at system discharge (part of Section 6001 project). 7 Upon completion „ of s ewer installation and inl et protection, P roceed wi h ,lab and building construction on inital units. 8. As units are under construction, continue with street /drive construction. 9. Liming of streets where necessary should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 10. Once pavement and curbs are in place, install inlet sediment barriers. 11. Once inlet protection is in place, final grade all areas and spread topsoil. B3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C107 -C108 for location and Sheets C801 -C8O2 for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of sediment control measures and Sheets C801 -CS02 construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of sediment control measures and Sheets C801 -C802 construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of inlet protection measures and Sheets C801- C802 construction details and specifications. 87 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for lo( ations of runoff control measures and Sheets C801 -C802 for construction details and specifications. 68 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of stormwater outlet control measures and Sheets C801 -C802 for construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C107 -0108 for locations of grade stabilization control measures and Sheets C801- C802 for construction details and specifications. 810 Location, dimensions, specifications and construction details of each stormwater quality measure: Sea Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of various stormwater quality measures and Sheets C801 -C802 for construction details and specifications. 011 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of temporary surface stabilization measures and Sheets C801 -C802 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C107 -ClOB for locations of permanent surface stabilization measures and Sheets C801- C802 for construction details and specifications. 813 Material handling and spill prevention plan: P,Epose: . The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable .waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. 'sc or e: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material AND groundwater contamination. The facility does have city sanitary sewer and city water. Prediction of Potential Spills: 1. Nearest Navigable Water. Williams Creek 2. Drainage System: The subject tract will direct runoff from the proposed site into the Section 6001 existing storm sewer system. Runoff is then conveyed to two detention facilities prior to leaving the Village of West Clay PUD. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contaimination. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317-233-7-/45 Toll Free 800- 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - IGentity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the local Fire Department Phone: 9 -1 -1 d.) Notify the local Police Department Phone- 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necess ^ry for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life- saving protection function will ue carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B14 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dom Maintenance Requirements 1. Inspect straw bale dams after each storm event and prompt!, remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and offer each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements See Section 6001 Plans and Specifications. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tr( ::_ked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Appiied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any areas) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. . 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. 615 Erosion & sediment control specifications for individual building lots: Not applicable. See Sheets C801 & C802 for Construction details and specifications ror erosion & sediment control on this site. C1 Description of pollutants and their sources associated with the proposed land use : Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the waterway or storm sewer system. 3. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by on association or local agencies. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site and in con jun0ion with Section 6001 of the Village of West Clay construction documents employs a multi -level strategy consisting of: 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) associated with this project include: a. Detention devices - offsite detention basins as designed with the Village of West Clay Section 6001 construction plans. b. Reducing Runoff or Direct runoff from impervious areas- use of interior open courtyards within the Assisted Living building. c. Vegetated strips and /or swales -front yards and drains located throughout the bungalows d. Permanent erosion control seeding and plantings -see Sheets C107 -C108 for locations of permanent seeding and L101 -L102 for landscape planting areas. e. Outlet protection & velocity dissipation devices - located at discharge points to offsite detention basins. f. Mulching -see L101 -L102 for landscape areas to be mulched It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C107 -C108 for locations of permanent stormwater quality measures and Sheets C801 & C802 for construction details and speclfrcations on this site and Sheets C804 & C805 of Section 0001 Construction Plans. C5 Description of maintenance guidelines for proposed water quality measures: 1. See Village of West Clay Section 6001 BMP Operations and Maintenance Manual and Sheets C804 & C805 of Section 6001 Construction Plans for offsite water quality measures associated with this project. 2. See attached BMP 0 &M Manual for the Stormceptor STC2400 (proposed structure 630, see 0105 -C1 o6) ADDITIONAL STORMWATER POLLHON PREVENTION \ICACI IDCC VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perfoml maintenance activities at an offsite facility. if this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and contoiniing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipmnt maintenance shoal, only be used where it is impractical to send vehicles and equipment offsite for maintenance and repo:(. Sendir;g vehicles; equiprrient offsite should be done in conjunction with a Stabiiized Construction Entrcnce/Lx.it. Outdoor vehicle or equipment maintenance is a potentially significant source of,stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance ;lust occur onsite, use designated areas, located awoy from d; cincge courses. Dedicated mainte ,nance areas should be protected from stormwater runon End runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fiuids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance crea. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to hove spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build --up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontroctors in proper mointenonce and spill cleanup procedures. Drip pans or plastic sheeting should be placed under ail vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubriccents, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediateiv. Listed below is further information if you must perform vehicle or equipment maintenance onsite. ins ection and_ Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicles) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as . needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spilis and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueiing stations as ((such as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite con also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas arid on fueling trucks, and should be disposed of properly after use. Drip pons or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rother, transport the equipment to designated fueling areas, Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon cnd runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level - grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shut to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. . Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices ore designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Appli ^ations This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Flackagi'ag (materials including wood, paper, and ptcstic . Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical P uttings, nonhozardous equipment parts, styrofoom and other materials send transport and package construction materials l r'le'iier;tctior l� m The fol1o�:mina steps wi,i heap keep a clean site and reduce stormwater pollution: Seiect design -jteu waste coiiecllon oreas onsite. inform trash - hauling contracrors that you will accept only watertight dumpsters for onsite Ina u .3., ,n�,pec= dumpsters for ieoks and repair any durnpster that is not watertight. F ro'Y'ik!e an odequate number of containers with aids or covers that can be placed over the cc tainor to h:eep rair: nut or to prevent loss of wastes when it is windy. Pion for ea:iitional crr?tcin °r5 and more frequent pickup during the demolition phase of :;0r, slru & !O ni. (,:clod site trash daily, especially dwring rainy and windy conditions. Remove t,is solid waste promptly since erosion and sediment control devices tend to C% ;Inct litter, l'�1oke ,sure, test toxic liquid wastes (used oils, s;:lvf ;nl:3, and paints) cnd chemicals (acids, CeJti-i ej, li'J('iti' ".r-s, Cut Ing compounds) are not dispoced of in dumpsters designated for ,onstructicn debris. Do nog hvs,_ QI.;,, uJmWerS L that constru -tion site. Leine Jumpster cleaning to the trash ha;.rling co boot ;:r. r,I r,.1n ;,e for ;-U`OUI -r wost? Collect on t;sfore containers overflow. 1 CIe0J71 I.,iN IIl,M.- ui.nleiy if ?trim ': Lis _. 1. ,/ U 1, 1 l . rl r does i t 4Gre Sure tAo' COnSruCIi0 "t WOSte ;s ce°ce, removed, aid disposed of Only at authorized ;� disposal a-cas. ('rill °C it�rj. v` Cr tT,e, C7r , �___1- p s o i Litte6nq on the pl oject Site should be pr bit Phi ed. To prevent dogging of the storm drainage sTstern, litter and debris removal from drainage grates, trust racks, and ditch ;ides should be a priority. ire.,`, receptccies should be provided in the contractors yard, field trailer areas, cnd at locatirmo- -where workers congregate for lunch End break periods. Litter from work areas within the construction limits of the project site should be colllected a-d laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Coliected litter end debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Durripsters of suffliclent. size and number should be provided to contain the solid waste generated by he protect. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauiina contractor. ;Unstructior, d bJ, urd waste should be removed from the site biweekly or more frequently a� tii�cded. Coi�strU-1. ,i rri-U, Tai visidl;,� to time pilo0 should be StGie;3 cr stag :ed in an orderly manner. Stormwater farm should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to Elevate wdste no;r site surfaces. Solid' ;poste str)rage a, ecs should be iocated at least 50 ft from drainage facilities and watercourses cnd should not be located in areas prone to flooding or ponding. IC `s �' " � I nm;r �� 'ta :c� lnspecl. cnd verify that activity - based 6MPs are in place prior to the commencement of associated activities. vYhiie activities associated with the BM,P are under way, inspect weekly to verify continued BMl' implementation. Inspect BMPs subject to non - stormwater discharge daiiy while non - stormwater discharges occur Inspect ccnstruction waste area regularly. Arrarm:,e for regular waste collection. CO'vC,R`7 i�rH 11<z following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste cnd washout) with time ready -mix concrete supplier before any deliveries are d Ma e. Incerrpor mote requirements for concrete 'waste management into material supplier and subc: ntrectur ogreements. Store dry and wet rnoterials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perfoirn washout of concrete trucks offsite or in designated creas only. r% 4. Jo rl-0i wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: -- Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. -- Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - '','ash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. n. C c t . ec t and return s e ep in as to aggregate a1 e ba e stockpi le lP or dispose in the trash. DEY "CATERING AND PUMPING OPERATIONS DeSC iation and-Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work ma_y be al-1 �plished. Suitoble Applications These practices are implemented for discharges of nonstormwater P rom construction sites. Non-- stormwaters include, but are not lirrtited to, groundwater, water from cofferdams, water diversions, and eaters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of oclCumulated precipitation (stormwater) from depressed areas at a constructioi n site. Site conditions will dictate design and use of de,vatering Operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this B�r'IP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Detijratering operations will require, and must comply with, applicable local permits. implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during devictering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are, key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices ('limy be appropriate. Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform o written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Evaluation followinn a rainfall Yes Date of Inspection: No If vPq rime fhQ rn n qrnnnPrl- InrrhAc No. PROBLEM or CONCERN YES_ I NO I N A 1. Is the site information posted at the entrance? � aQ STORMWATER PODUTION 2. Are all necessary permits attained and special provisions being implemented? XRr"F: N: \1238 \044 \dwgs \Tit1e1.dwg 'xREF. N: \1238 \001 \DWGS \Axeamap.dwg ?REF: N: \1238 \044 \dwgs \044bs.dwg 3. Is a construction entrance installed? Is it effective? is it enough SHEET NO.: U -�= 4. 1 e streets are clean? 5. Are appropriate practices installed where stormwater leaves the site? E--, 1 rn 6. Silt fence is entrenched into the round? I 1 11 rz� 7. Silt fence is u ri ht? Fabric and stakes r.-eet specifications? Fabric is not to torn? , I E4 O� r I,-) %./ .L Terminated to higher round? Property joined at ends? � w 8. 1 Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional? <r, 5 �:D 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? 10. Diversions swales and/or waterbars are installed to plan and protected? I I = v� 11. I Perimeter practices have adequate Capacity and do not need to be cleaned out? ! - 12. Inlet protection is installed on all functional inlets? (not filter fabric under arate) i 13. Inlet protection is installed so water does not flow under it? I I I 14. The frame, cross-bracing, and /or stakes are adequate and meet specifications? F I I 15. The fabric straw, mulch and/or stone is intact without holes or tears? I I 16. Catch basin insert protection is installed where r e uired? ' 17. Sediment has been removed from the ractice? 18. 1 Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed round has been addressed? ' 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage I 23. Growinq vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed qround is Drogressing through the project? I 25. Final grading and stabilization is progressing on completed areas? I , 26. 1 The soil has been properly___ prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? . 28. Water pumpinq operations have a protected outlet and discharge water is clear? 29. 1 A designated washout is established for concrete trucks? 30. 1 A durn ster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safe! y stored and protected? 32. Smaller construction sites not required to file a separate Nat are complying With the overall plan? I 33. 1 34. ALL PR08LEAS OR CQNCERNS NEED TO �E ADDRESSEDr1Tr1 A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by: Date: Date: Date: i w M C) V Q = w a_ 0 Cn W I 0 ..cc z� p 2 CD Cn wN ° r1r11 .,-* ����tii�1111111111u ji \��%� \�`�� RT ��,////, `fit �� Qn Y //, V, `�� Q Vs iii 4t �iSrE. .. fit, 'Q� �\ . O : ,� -_ _. off'. :�'- PE19500260 : Q: - r == 'a STATE OF _ .�_ %a %'� ��DI ANP, ��; �i��i �s Cw`C"\'\§,�*� �� � / f� S'� Lev ��fAL \ Y///1 /tU111I11I1t11ti >>�\` I "I--) ._7 - . - 622n ATE: IiCe 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 `"!HOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYtZIGHTED BY THE SCHNEIDER CORP. (2005) t�--_t�.;h. Yd��O�Idll`llr THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 --1037 Telephone: 317.826.71 00 Fax: 317.826.7300 www.schneidercorp.com . Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: Q.�) z w o CeD CHECKED BY: AE � aQ STORMWATER PODUTION � DRAWING FILES: I \1238 \044 \dwgs \C801- C602.dwg XRr"F: N: \1238 \044 \dwgs \Tit1e1.dwg 'xREF. N: \1238 \001 \DWGS \Axeamap.dwg ?REF: N: \1238 \044 \dwgs \044bs.dwg (D X EF. N: \1238 \044 \dwgs \DANDYBAG.dwg SHEET NO.: U -�= &--q E--, C> rn f:4 E...q �_2 ow&_ E--q I .<� rz� t---q H U� D O E4 O� r I,-) %./ .L � C/Q � w DQ <r, 5 �:D v� DATE: PROJECT NO.: 10/31/05 1238.044 GRAMI BY: CHECKED BY: AE RDR SHEET TIT1 F: STORMWATER PODUTION PREVENTION NOTES DRAWING FILES: I \1238 \044 \dwgs \C801- C602.dwg XRr"F: N: \1238 \044 \dwgs \Tit1e1.dwg 'xREF. N: \1238 \001 \DWGS \Axeamap.dwg ?REF: N: \1238 \044 \dwgs \044bs.dwg NEY. N: \1238 \6001 \dwgs \0001- SS.dwq X EF. N: \1238 \044 \dwgs \DANDYBAG.dwg SHEET NO.: (C 8- (02 c DnllnlnrD CONCRETE CAP METER STEEL FENCE POST WITH CLASS A CONCRETE -OW PAINT IN ACCORDANCE WITH 909.04 EXISTING ASPHALT PAVEMENT f -10' DIA. M 3• �- 2D• NOTE: ALL STRIPES TO BE 4' PAINTED VA11ITE PAINTED HANDICAP 12 )IAMETER, CLASS A CONCRETE PIER SYMBOL DETAIL 0803 NO SCALE 12• BOLLARD DETAIL 15 RESERVED C803 _,--GREEN - ILLUMINATING TAPE (LETTERS) BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) I A - WHITE - ILLUMINATING TAPE (BACKGROUND) �t- GRAN - ILLUMINATING TAPE (ARROW) VIA GREEN - ILLUUMINATING TAPE (BORDER) 0 $ 'VAN ACCESSIBLE' TO BE NOTED FOR ° °d SPACES DESIGNATED FOR THAT USE, -- ��° d °•\v�4 a ° HANDICAP PARKING SIGN DETAIL rl 3 1 12" 12" No scALE �03 4 HANDICAP PARKING SIGN _ d° : a '° . A. °° d d A ° d. •d ° 4 ° :a d °d in d 4 . ° •Q ° ° n d �. d d ' d d A' ° •d d ' A d v ° ° 4 ad d.: °a a a d e d d. ° °: 4. d` d d d ° ° 6.0' VARIES - 5' MIN. 6.0' _ CV MODIFIED HANDICAP RAMP 14 c8o3 SLOP- - E 12 -1 1/2• PREFORMED JOINT FILLER SO 6,5 MP 0 ` l V� DETECTABLE WARNING ELEMENTS SETTING BED CONCRETE BASE INTEGRAL CURB O PAVEMENT HANDICAP RAMP DETAIL 14 C803 2'- 0,� 6„ I 1 6„ GRADE OF DRIVE 1» Co 1 n I � *. g •oo .o..o- oo u0 0 •o o .0 00 ,Oo a •o o. D 0 .D0 0 •o •ao 0 0 0 •0 ,3 .00 0 •o •oo ° () •0 0 •OC •00 o e •00 0 •00 0 00.00 ° •ao •00 a 0 00 0 •00 0 Q.. •O� o •00.00 pO 01, D •Oo 0 •�.00 D '0o O •D° 0 .0a °DO ° .0° 0", •0° •0 0 #4 BARS (TYP.) SUBGRADE J TYPE "0" COMPACTED AGGREGATE FOR BASE No. 53 I f HANDICAP i HANDICAP TyT; ! j TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 10 N10 SCALE C803 S;TU`r SCN iNSTAiIED IN HANDICAP, NO PARKING 51-QN L?,tiGSGAPE p LA INSTALLED IN PARKING LCT. /71 HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. �a � J 11 iojtu 2' -0' is MIN. TO CURB r HdOiVNG EDGE 2' STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6- STEEL PIPE FILLED W/ CONCRETE rC-, w � =0M o u> Of r �N M qc Ln �Z n i°Iz � Ri p � �. CONCRETE FOOTING ,,--CONCRETE FGt ,,r: r�. ° or TRAFFIC SIGNAGE 11 NO scALE C803 1O THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0" COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE CURB AND GUTTER. MODIFIED DEPRESSED CONCRETE GUTTER 12 ceaa Utility strip width: Type G - 2' -0 min. 5-0 mil, h,r T,pe G Varies Type H - 0 6' -0 min. for Type H I Sloe 50:1 max, Pavement _ SECTION B -B A S/ sod t dew0�k yo 12:1 6 B _e O6'_0 8 �� SlDEII,A 6,Q +nlo- I �,nn CURB RASP 6,_0 Varies 2' -0 8 1 Sidewalk 70 3 Pavement SECTION A -A NnTF�- ,a Y `Ov2 �ti O� / A � / U o�`c / :r off,. B 10. Sidewalk across approach shall be sloped at 50:11 maxPnum tr sverse!y 6. See Standard Drawing E 604- SWCR -02 for groove details. 11. See Standard Drawing E 664 - SWCR -02 for ty,,icai ramp construction 7. See Standard Drawings E 604- SKR -02 for details of the detail. detectable warning surface. 12. See Standard Drawing E 604- SY+CR -01 and -02 for Lzaticn Plan and 8. See Standard Drawing E 604- SWCR -02 General Notes respectively. for alternate curb construction. 13. Vertical face curb optional. SIDEWALK CURB'S RAMP'S TYPE G AND E I rl 4 C803 B q ip sod PAVING BASE CONCRETE 3000 PSI 1/2"r 3" OF TOP SOIL 1 1/2"r PAVEMENT -\ GENERAL NOTES: °• N OTHESE DIMENSIONS ARE BASED ON A 4 N. CURB °e • 0 'b, o ° o HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED N. /I I EXISTING 'BACKFILL \ GROUND /� m FOR OTHER CURB HEIGHTS. Q 8.33% + 5% - 13.33% > 11% \\ 0 o o a ° Q ° •' 0.9• -1.4• O WERE SITE INFTMBILITY PRECLUDES CONSTRUCTION 8-33% MAXIMUM 5% MAxIMUM o•o °o• TO THE WIDTH SHOWN, SUCH WIDTH MAY BE g�q1 p.0 VARIABLE STR Al GH T CONCRETE DECREASED TD A MINIMUM OF S -0•. CURB DETAIL �3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE SWATS PATTERN PROVIDE 2' -D• LEVEL STRIP 2' -0• PROVIDE CURB AS REQUIRED FLUSH PATH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LkE IF ALGEBRAIC DIFFERENCE TRUNCATED DOMES USED ExCEEDS 11% MAY BE MONOLITHIC WITH LEVEL ST RIP. IN DETECTABLE WARNINGS LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MkMUM CROSS SLOPE OF 50I IN ANY CHANGE OF GRADE IRECTION, WHEN SITE NFEASIMUT( PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DIRECTION. THE DETECTABLE WARNING BRICK SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE EXCEED 50:1. SETTING BED O5 IF SITE INFEASOLITY PRECLUDES CONSTRUCTION TO SLOP- El CONCRETE BASE 2- 2- 2" ME WDTH SHOWN, THE LANDING WIDTH MAY BE 3' DECREASED TO Y-0' MINIMUM. THE RUNNING PAVEMENT SLOPE OF THE CURB RAMP MAY BE STEEPENED TO ° A MAX" OF 10:1 FOR A MAXIMUM 6 k RISE O6 DRMNAGE iN ETS SHOULD BE LOCATED UPHILL FROM DETAIL OF RAMP GROOVES CL4i9 RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL. BRICK SURFACE CONSTRUCTION Oj kGEBRAIC DIFFERENCE IN GRADE 80%M THE RAT OF CURB RAMP AND THE GUTTER SHALL BE LIMITED TO LESS THAN 117. IF IT IS NOT PRACTICAL, A 2' -0• WIDE LEYEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. J5 SPA. 0 1s• SLOP1 PAVEMENT CONSTRUCTION OF CURB IF SEPERATED FROM RAMP 110 1' -6• Sit x 2' -0_• ALTERNATE CURB CONSTRUCTION HANDICAP RAMP DETAIL 14 C803 2'- 0,� 6„ I 1 6„ GRADE OF DRIVE 1» Co 1 n I � *. g •oo .o..o- oo u0 0 •o o .0 00 ,Oo a •o o. D 0 .D0 0 •o •ao 0 0 0 •0 ,3 .00 0 •o •oo ° () •0 0 •OC •00 o e •00 0 •00 0 00.00 ° •ao •00 a 0 00 0 •00 0 Q.. •O� o •00.00 pO 01, D •Oo 0 •�.00 D '0o O •D° 0 .0a °DO ° .0° 0", •0° •0 0 #4 BARS (TYP.) SUBGRADE J TYPE "0" COMPACTED AGGREGATE FOR BASE No. 53 I f HANDICAP i HANDICAP TyT; ! j TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 10 N10 SCALE C803 S;TU`r SCN iNSTAiIED IN HANDICAP, NO PARKING 51-QN L?,tiGSGAPE p LA INSTALLED IN PARKING LCT. /71 HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. �a � J 11 iojtu 2' -0' is MIN. TO CURB r HdOiVNG EDGE 2' STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6- STEEL PIPE FILLED W/ CONCRETE rC-, w � =0M o u> Of r �N M qc Ln �Z n i°Iz � Ri p � �. CONCRETE FOOTING ,,--CONCRETE FGt ,,r: r�. ° or TRAFFIC SIGNAGE 11 NO scALE C803 1O THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0" COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE CURB AND GUTTER. MODIFIED DEPRESSED CONCRETE GUTTER 12 ceaa Utility strip width: Type G - 2' -0 min. 5-0 mil, h,r T,pe G Varies Type H - 0 6' -0 min. for Type H I Sloe 50:1 max, Pavement _ SECTION B -B A S/ sod t dew0�k yo 12:1 6 B _e O6'_0 8 �� SlDEII,A 6,Q +nlo- I �,nn CURB RASP 6,_0 Varies 2' -0 8 1 Sidewalk 70 3 Pavement SECTION A -A NnTF�- ,a Y `Ov2 �ti O� / A � / U o�`c / :r off,. B 10. Sidewalk across approach shall be sloped at 50:11 maxPnum tr sverse!y 6. See Standard Drawing E 604- SWCR -02 for groove details. 11. See Standard Drawing E 664 - SWCR -02 for ty,,icai ramp construction 7. See Standard Drawings E 604- SKR -02 for details of the detail. detectable warning surface. 12. See Standard Drawing E 604- SY+CR -01 and -02 for Lzaticn Plan and 8. See Standard Drawing E 604- SWCR -02 General Notes respectively. for alternate curb construction. 13. Vertical face curb optional. SIDEWALK CURB'S RAMP'S TYPE G AND E I rl 4 C803 B q ip sod PAVING BASE CONCRETE 3000 PSI 1/2"r 3" OF TOP SOIL 1 1/2"r PAVEMENT -\ °e • 0 'b, o ° o .'' N. /I I EXISTING 'BACKFILL \ GROUND /� m o � \�� \� \\ 0 o o a ° Q ° •' / \\ j \ \\ \ \ \\ \ \ \ \ \ \\ GRANULAR o 0•° o BACKFILL ° • ° ob w O 6" o•o °o• _ VARIABLE STR Al GH T CONCRETE CURB DETAIL TYPE V (D.C.A.M. # 12 -02) e o v v Q r 0 ° O O ° O 0 0 Q 0 O 0 O O 0 0 O o 0 e 0° Q Q e 0 0 o 0 0 Q o 0 0 Q o 0 0 Q D O 0 O 0 0 Q o 0 0 Q e 0 o Q O a o 0 o O• O 0 O e 0 0 0 e p 0 O• O Q e 0 0 0 e 0 Q° o Q e 0 0 e o 0 0 e o 0 0 e ° Q 0 0 Q o 1 -1/2" H.A.C. 9.5 MM. SURFACE COURSE RE #9 2 -1/2" H.A.C. 12.5 MM INTERMEDIATE MIXTU 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 6 CO3 (LIGHT DUTY) THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Y O � W ' Lz 1 > ° z Q6' -0" BETWEEN z N 01-1 TRANSVERSE JOINTS 48' -0" BETWEEN EXPANSION JOINTS (MAX.) I CONCRETE SIDEWALK. NOT TO SCALE SIDEWALK DETAIL 7 C803 CONCRETE WALK 6" GRADE SLOPE: 1/4" PER FOOT 1 -1 /2" R PAVEMENT SCORE 1/4- R COMPACTED 000 SUBGRADE 6„ od$0. r -�� CONCRETE CURB AND WALK 8 C803 PAVEMENT • o o o o o DO • o 00 • o b0 • o °O 0.000.000.000.0. 000.0"0.0,0-0,0, . 0 . coo. 000 ° ° 0 • ° 0 °0 . ° °0. ° °0 °°0 •i p O b PEA GRAVEL °' ° 0 ' ° 0 • ° ° °0. ° °0.0 °0. \� BACKFILL //� ° °0,° *0,0'0,0'0• o �� \ \0°OHO. \ /�� 0.0 °0.0 °0.0 °0.0 ,. \ ° °O . ° 0. ° °O ° ° °O . °O ° °O • ° °0 .000 • / \/\ 0 ° 00 • ° p0 • ° DO • ° GEOTEXTILE . \ ° °0 ° ° °0• FABRIC / \ / \ °• ° °° °0•° \,� 0 °O • o °O • Z .0.04 0.0 p 00 Do O . 00 °O • o 0° O• 4" 4" (MIN, (MIN) PIPE UNDERDRAIN 9 IN PARKING LOTS C803 0 a D + oo O o ° o o 00 o o `C a o \ o � • - -O - 0 • o- o 0 O- • o p O a 00 o O O D oo p o O . o 0 0 O o O 0. 0° 0 O O 0. ° 0. O o 0. O ° O D O 0. O ° 0. 6 O O 0 0 O 0. O 0 0 O O O 0. O 0. O 0. O 0 . a 0 0. O ° o . O o 0. O 0 0. O 0 0 O•o D O OO o O D•o o O o O• O.0 0 +04 0•000 00 .0 0• o O• o e O 0o O coo o D` o D o O• o O O• o D O• 0• 000 o D O• o O C O• o O • o O• o O O o O O•° D O o O o C• a 0 ° °o ° 00.0a0•0 °O•0 °0 •0 °00 °0 .0 °0 •0 O o 0.0 •o oO•a 1 -1/2" H.A.C. 9.5 MM. SURFAo 0 C E COURSE 3" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 8" #53 STON E 0 PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTON 1 (HEAVY DUTY) O C803 0 -0 o ve� o o Ole o"o,o- Oo_O�° p ° ° o O e 0 °,O O o 0 O 0 0 o , o _ ° 00 e o° o p O e 0 0 0 C e o O° o° 0 • c° O ° o° O • t - 1.5" #11 HAC SURFACE 2" HMA ,#8 BINDER 3" ED BASE 7" #r53 COMPACTED STONE BASE 4" #2 COMPACTED STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 ® PAVEMEN'T SECTION SHALL BE AS SPECIFIED ABOVE OR MATCH EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. 0 ALL PAVING SHALL BE COMPLETED IN ONE PAVING SEASON. TYPICAL PAVEMENT SECTION 2 (WITHIN RIGHT OF WAY) c803 66 6/6 OF I 0 0 0 0 e e 0 0 0 0 Q o 0 Q a 0 Q e 0 0 0 0 O p 0 O p 0 Oo O o 0 �noo Q O O O p 0 c O O o 0 0 Q 6 " CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) 0 PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB -� 2' -0" M ti eDD tit. t>., a � e e e D d 0 o y D •D e e r> _d BACKFILL TAPERED CURB END DETAIL 4 NO SCALE C803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PAVEMENT IN TA I AT1 N REQUIRED; 0 PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 -1 o•0 °a.0 0•000•O �y I 0°0.0 0•ooa•0 % \i C 0 0 /` \ °0.0 °0 °c o• ° °0• \�° ° ° 0 • o O • 0 ° O • ° ` ° ° 0 • O ° O ° 00 • O 00 \ 0 .0'0.0 0. Da s' �j /f�r o�0 po�o a• \`\°Oeop 0000• Z \ti•o o•\ .o n. � � 5 GRAVEL °° • •O° a ° •o °0 D � cja�° °0 • O �• 4" 4� 4" SSD MAIN (MIN} (MIN PIPE UNDERDRAIN 9 UNDER. CURE C803 ��.. _. ,may- ,_� ... •" �� 1 CD z w V Q w 0 w Kn 5 w I a z� Cn\ C14 LLj r \ \U\1111111ii1111//1/// T p'''�' %.,,,��� 0 ��. G S TE,Q 1 � No. PE19500260 S �0.. STATE OF NA 11!/11!111111111\1 \\ DATE: 2 OG THIS DRAWING AND THE IDEA 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. �C COPYRIGHTED BY THE SCHNEIDER CORP. (2005) chn'O""ider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering i~ Z co H O E-+ a Q W C4 Q l./ O E-+ E4 C\2 rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY. CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803- C806.dwg XREF: N: \1238 \044 \dwgs \TItle1.dwg XRER N: \1238 \044 \dwgs \044bs.dwg XRER N: \1238 \044 \dwg9\Nyloplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg XREF: N: \1238 \044 \dwgs \NyloplastGRATE.dwg SHEET NO.: o o o � �4 N w w O O- � c _ 48' -0" BETWEEN EXPANSION JOINTS (MAX.) I CONCRETE SIDEWALK. NOT TO SCALE SIDEWALK DETAIL 7 C803 CONCRETE WALK 6" GRADE SLOPE: 1/4" PER FOOT 1 -1 /2" R PAVEMENT SCORE 1/4- R COMPACTED 000 SUBGRADE 6„ od$0. r -�� CONCRETE CURB AND WALK 8 C803 PAVEMENT • o o o o o DO • o 00 • o b0 • o °O 0.000.000.000.0. 000.0"0.0,0-0,0, . 0 . coo. 000 ° ° 0 • ° 0 °0 . ° °0. ° °0 °°0 •i p O b PEA GRAVEL °' ° 0 ' ° 0 • ° ° °0. ° °0.0 °0. \� BACKFILL //� ° °0,° *0,0'0,0'0• o �� \ \0°OHO. \ /�� 0.0 °0.0 °0.0 °0.0 ,. \ ° °O . ° 0. ° °O ° ° °O . °O ° °O • ° °0 .000 • / \/\ 0 ° 00 • ° p0 • ° DO • ° GEOTEXTILE . \ ° °0 ° ° °0• FABRIC / \ / \ °• ° °° °0•° \,� 0 °O • o °O • Z .0.04 0.0 p 00 Do O . 00 °O • o 0° O• 4" 4" (MIN, (MIN) PIPE UNDERDRAIN 9 IN PARKING LOTS C803 0 a D + oo O o ° o o 00 o o `C a o \ o � • - -O - 0 • o- o 0 O- • o p O a 00 o O O D oo p o O . o 0 0 O o O 0. 0° 0 O O 0. ° 0. O o 0. O ° O D O 0. O ° 0. 6 O O 0 0 O 0. O 0 0 O O O 0. O 0. O 0. O 0 . a 0 0. O ° o . O o 0. O 0 0. O 0 0 O•o D O OO o O D•o o O o O• O.0 0 +04 0•000 00 .0 0• o O• o e O 0o O coo o D` o D o O• o O O• o D O• 0• 000 o D O• o O C O• o O • o O• o O O o O O•° D O o O o C• a 0 ° °o ° 00.0a0•0 °O•0 °0 •0 °00 °0 .0 °0 •0 O o 0.0 •o oO•a 1 -1/2" H.A.C. 9.5 MM. SURFAo 0 C E COURSE 3" H.A.C. 12.5 MM INTERMEDIATE MIXTURE #9 8" #53 STON E 0 PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTON 1 (HEAVY DUTY) O C803 0 -0 o ve� o o Ole o"o,o- Oo_O�° p ° ° o O e 0 °,O O o 0 O 0 0 o , o _ ° 00 e o° o p O e 0 0 0 C e o O° o° 0 • c° O ° o° O • t - 1.5" #11 HAC SURFACE 2" HMA ,#8 BINDER 3" ED BASE 7" #r53 COMPACTED STONE BASE 4" #2 COMPACTED STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 ® PAVEMEN'T SECTION SHALL BE AS SPECIFIED ABOVE OR MATCH EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. 0 ALL PAVING SHALL BE COMPLETED IN ONE PAVING SEASON. TYPICAL PAVEMENT SECTION 2 (WITHIN RIGHT OF WAY) c803 66 6/6 OF I 0 0 0 0 e e 0 0 0 0 Q o 0 Q a 0 Q e 0 0 0 0 O p 0 O p 0 Oo O o 0 �noo Q O O O p 0 c O O o 0 0 Q 6 " CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) 0 PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB -� 2' -0" M ti eDD tit. t>., a � e e e D d 0 o y D •D e e r> _d BACKFILL TAPERED CURB END DETAIL 4 NO SCALE C803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PAVEMENT IN TA I AT1 N REQUIRED; 0 PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 -1 o•0 °a.0 0•000•O �y I 0°0.0 0•ooa•0 % \i C 0 0 /` \ °0.0 °0 °c o• ° °0• \�° ° ° 0 • o O • 0 ° O • ° ` ° ° 0 • O ° O ° 00 • O 00 \ 0 .0'0.0 0. Da s' �j /f�r o�0 po�o a• \`\°Oeop 0000• Z \ti•o o•\ .o n. � � 5 GRAVEL °° • •O° a ° •o °0 D � cja�° °0 • O �• 4" 4� 4" SSD MAIN (MIN} (MIN PIPE UNDERDRAIN 9 UNDER. CURE C803 ��.. _. ,may- ,_� ... •" �� 1 CD z w V Q w 0 w Kn 5 w I a z� Cn\ C14 LLj r \ \U\1111111ii1111//1/// T p'''�' %.,,,��� 0 ��. G S TE,Q 1 � No. PE19500260 S �0.. STATE OF NA 11!/11!111111111\1 \\ DATE: 2 OG THIS DRAWING AND THE IDEA 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. �C COPYRIGHTED BY THE SCHNEIDER CORP. (2005) chn'O""ider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering i~ Z co H O E-+ a Q W C4 Q l./ O E-+ E4 C\2 rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY. CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803- C806.dwg XREF: N: \1238 \044 \dwgs \TItle1.dwg XRER N: \1238 \044 \dwgs \044bs.dwg XRER N: \1238 \044 \dwg9\Nyloplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg XREF: N: \1238 \044 \dwgs \NyloplastGRATE.dwg SHEET NO.: 0 -0 o ve� o o Ole o"o,o- Oo_O�° p ° ° o O e 0 °,O O o 0 O 0 0 o , o _ ° 00 e o° o p O e 0 0 0 C e o O° o° 0 • c° O ° o° O • t - 1.5" #11 HAC SURFACE 2" HMA ,#8 BINDER 3" ED BASE 7" #r53 COMPACTED STONE BASE 4" #2 COMPACTED STONE BASE PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 ® PAVEMEN'T SECTION SHALL BE AS SPECIFIED ABOVE OR MATCH EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. 0 ALL PAVING SHALL BE COMPLETED IN ONE PAVING SEASON. TYPICAL PAVEMENT SECTION 2 (WITHIN RIGHT OF WAY) c803 66 6/6 OF I 0 0 0 0 e e 0 0 0 0 Q o 0 Q a 0 Q e 0 0 0 0 O p 0 O p 0 Oo O o 0 �noo Q O O O p 0 c O O o 0 0 Q 6 " CONCRETE PAVEMENT 6" GRANULAR FILL (MIN.) 0 PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION 6" CONC. CURB -� 2' -0" M ti eDD tit. t>., a � e e e D d 0 o y D •D e e r> _d BACKFILL TAPERED CURB END DETAIL 4 NO SCALE C803 EARTH OR SIDEWALK SURFACE TOP OF CURB CONCRETE CURB PAVEMENT IN TA I AT1 N REQUIRED; 0 PERFORATED PLASTIC PIPE PER INDOT SPECS #718.02 -1 o•0 °a.0 0•000•O �y I 0°0.0 0•ooa•0 % \i C 0 0 /` \ °0.0 °0 °c o• ° °0• \�° ° ° 0 • o O • 0 ° O • ° ` ° ° 0 • O ° O ° 00 • O 00 \ 0 .0'0.0 0. Da s' �j /f�r o�0 po�o a• \`\°Oeop 0000• Z \ti•o o•\ .o n. � � 5 GRAVEL °° • •O° a ° •o °0 D � cja�° °0 • O �• 4" 4� 4" SSD MAIN (MIN} (MIN PIPE UNDERDRAIN 9 UNDER. CURE C803 ��.. _. ,may- ,_� ... •" �� 1 CD z w V Q w 0 w Kn 5 w I a z� Cn\ C14 LLj r \ \U\1111111ii1111//1/// T p'''�' %.,,,��� 0 ��. G S TE,Q 1 � No. PE19500260 S �0.. STATE OF NA 11!/11!111111111\1 \\ DATE: 2 OG THIS DRAWING AND THE IDEA 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. �C COPYRIGHTED BY THE SCHNEIDER CORP. (2005) chn'O""ider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering i~ Z co H O E-+ a Q W C4 Q l./ O E-+ E4 C\2 rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY. CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803- C806.dwg XREF: N: \1238 \044 \dwgs \TItle1.dwg XRER N: \1238 \044 \dwgs \044bs.dwg XRER N: \1238 \044 \dwg9\Nyloplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg XREF: N: \1238 \044 \dwgs \NyloplastGRATE.dwg SHEET NO.: DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY. CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803- C806.dwg XREF: N: \1238 \044 \dwgs \TItle1.dwg XRER N: \1238 \044 \dwgs \044bs.dwg XRER N: \1238 \044 \dwg9\Nyloplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg XREF: N: \1238 \044 \dwgs \NyloplastGRATE.dwg SHEET NO.: x -- !IMA��lI -TOLE A:�TIN ::'��`DI_,I� MANUFACTURER SELF SEALING _ WATERTIGF-T_ y NEENAH R -1642A R-- 1916 -F•1 ! �Z �? d ; ; COVER AND Sa =,�l. 3 05: v,�v BRANCH PIPE EAST JORDAN 1045Z2 { 3 04! VWT I ( ` END OF LATERAL GOE TO IBE �� OJT A :PAIR H iRCM 1iAS LL 6EU 1T4E � C C PLUG _ —.._ - 1 _�__ `\ \ ASE TO Bt SQUARE. TM+U REPAIR COUPLINGS $KN.L Sid 1%9EQ. A , •, PROPERTY OR EACH DO OF IM 0011W :CTM TO TW. MAIN . I. W_ TW L04GTH Or �me �� 12' I— - - �' EASCUENT UNE 43-MIN SHALL BE VAT1+Nt 1/2 IINCIA OF THAT OF i'. YYYE'S MAY BE Dt ,VLE . I .III_ _ I i �` \ BELLED OR � - srRA10H: �. �' 1111= °� CASTING SHALL BE EITHER SELF-SEALING OR WATERTIGHT, -- { (SEE PLAN & PROFILE SHEETS S FOR CAST NG TYPE). LIDS ! a s LATERAL „ I I I— • : II_ SHALL BE STAMPED SANITARY SEWER AND HAVL CLOSED LINE PICKHOI.ES. FRAME SHALL BE SET ON DOUBLE ROW OF 1 /2" � I I -I I• - _ ' I� - _ - _ !- _ - _ � = � � �OI6APIl'� C��iEC�ii KENT SEAL, OR SINGLE ROW OF 1' KENT SEAL (SEE --EL VALUES EGIAVEN IN TABLETFOR 22 1/2' dt � - MANHaLE CASTING SCHEOULEi' A EM CF iTT� Cn 11 1/4' BENDS — _�.___ —.__.. _._.. _. _._ ... ...�� OUTSIDE FACE AREA NOT LESS THAN OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' do VALUES GIVEN IN TABLE FOR TEES k AC� �_� PLAN 45' BENDS. WYES. L�ii - FOR PLUGS. j I 401 1�+T W!E ...i o PLAN PLAN i / / i A „ g ...�. ur.E FINISH GRADE ATEl+tJkl. J GAP ;3iALl. 8E NO.;M►OF� � , 2 STRAP IRON ANCHORS 1-- PING THAtt 1/11 2" WDE x 1/2' THICK 4• II .... - ---- PRECAST CONCRETE ADJUSLING RING ---- -�� �' P'I ,/ \�I ! % ;17 LLj 4' MIN. 1r I \ ? I 1 z .'.. • •.. t r- SEAL OF =III . •: � � DOUBLE ROW Or 0 MANHOLE STEPS PER SPECS ! REPA+R cova'UNCS I�J�R.../ _ I i 1 3/4x18" -I I + •• I „ it h 0 ANCHOR BOLTS 1 �� III INFISHIE! 0 UNIBAND ` (4RE0'D) =1 , ,2- ; . ';: INTERIOR JOINTS AND LIFT HOLES r _ , { Pte' ME& II BUTYL RUBBER - SHALL BE SEALED WI1H NON SHRINIK _i 1 =1 I I�T�I 5' DIAM. WASHER, 1' THICK � ANCHOR BLOCK TO BE OF SECTION "D -D" GROUT PER SPECS, NO GROUT ABOVE I I 1. ol1:y F � SHALiI. BE TM,£ SANE As FM MX LrA sue. -- CLASS 'B' CONCRETE TOP OF CONE SECTION ; OUTSIDE FACE AREA AS N07ED IN TABLE. r .iii ,*l� B� /4- PEI FWT. DOWNWARD BEND - ; Il��� �,.,- ,J ,�F, -- j �`. 2. i40RAiAL {i3Ai7E FAR LJAtEdiJRCS 1� o SEC -lON C--C r� = �.�+ .B r R {� I / \\ \\� \ s s l r� r LA>EFALS SV.&L BE 1/r amt FOOT. LIJ I }; Q U A L O A 114; u _ 'r � � A f � LJ i .' , � i rid :l:' �\vl A •r„ r F'ITTINICS SHALL $ R 20. , '• I � � I � 4 ALT. ;... � E:N'T SEAL. OR SINGLE GLE RC)W CF ,<E 'i ; SE,4L. +� � � NOTE: I ' t�•� �j S. WTH AT PROFERTY LINE TO M pox 3 FIST t ESTAEN ALL CONCRETE BLOCKING TO CONSIST OF CLASS "8' CONCRETE POURED AGAINST FIRM GROUND. MANHOLE REINF. PER ASTM SPECS l 4• CRAVE txcEPT MAIN L)NE � Fl= sf1AZILV+� DEPTH OR 11 r DARTS DICTATE A OREATIER DEPTH. . \`'``���lllluulluuru /���e,,��� BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE DI A. PER PLAN & PROFILE S. UW END OF U.'MAL Air PfTOIMTY L.� W17H A METAL SCE ITT. \�x`��_O��R SOS °'� /�,� PIPE OUTSIDE FACE AREA SO. FT. SI'E OF SIZE OF OUTSIDE FACE SIE PLUG 9D' BEND 45' BEND 22 1/2' 11 1/4' RUN BRANCH AREA SO. FT. I `�- Fop . f zo" s 25 14 4 20" 1F 12 l— BENCHWALL SHALL UE CLASS "B" CONC. SANITARY SEWER J+ zz 16' 12 16 9 5 3 OR BENCH SLOFE= 1 /2" PER FOOT E E 1 ? e NO. 12" - 4 7 4 z ,s° BENCH4VALL HEIGHT SHALL BE 8Oi OF PIPE CIA. _ NOT T° C804 = PE195002fi0 o 3 5 3 2 ,2" 10- FLOW CHANNEL DETAIL 4 6' 2 3 2 1 1 - OR �14 � �0.. STATE OF ' 4' 2 3 2 1 1 LESS _ % :,�.AI`1, I�rLE(i f✓l, IS, /'TER, ; `, "I'L; B: i � K, r ,r.? NA ,I L 1 r. n `, r_ J. �- _t,; l: % / / > / / / /hIAIIIIt1i1911111V�V� I.. i SEAL. 1 � APP!R'QVEL 1`Q; "L. DETAIL — CONCRETE BLOCKING 8 I ('T: n t- , .r�_.� +• c� [� _" ICI -- :-+t;. r.— k l `: L) l J i 1' I . I ( LE I I✓•LI_ - \J J i NO SCALE SH,'�_'_ 1 O ! L} f:_ ��JLj II i � �r�i`VI�`vlr J \ J - HEAVr DUTY LAMPHQLE C;EP iI - I�: �.)F I �i• � ''�; GR TRUNK LINE CASTING D W/ SOLID LID. NEENAH R- 1974 -A OR �-- 6" FAIN. COMPACTED #8 STONE DATE: APPROVED EQUAL �� � -' THIS DRAWING AND THE IDEA ,DESIGNS AND LATERAL MIN. CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE tA,__r 6" A MINIMUM 4" DIA PIPE CLEANOUT SIZE 6" INTELLECTUAL PROPERTY OF THE SCHNEIDER FlN1SH GRADE _ _ SHALL BE INSTALLED WITHIN THREE BLDG LATERAL CORPORATION, AND ARE NOT TO BE USED OR 6 1 8 BEND �_ f i , i ` }_, -• (3) FEET OF OUTSIDE BUILDING WALL / j MIN SIZE =4" REPRODUCED, IN WHOLE OR IN PART, WITHOUT _ _ _ _ _ _ �O4 A PLUG SPECIFIED BY THE PIPE , THE WRITTEN CONSENT GF THE SCHNEIDER NOT TO SC;ALE�- MANUFACTURER SHALL BE USED TO CORPORATION. ENSURE 100% WATERTIGHTNESS. O COPYRIGHTED BY THE SCHNEIDER CORP. (2005) CONCRETE COLLAR COMPACTION OF GRANULAR BACKFiLL 6" PIPE WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL 1/8 BEND IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO ACHIEVED, PLACE A MIN. OF 6" of NOT LESS THAN 95% STANDARD PROCTOR. e" BELOW CLASS B CONCRETE AROUND 1/8 BEND. APPROX.90' �LONCRADIUS 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD SERVICE WYE PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF L) ALL SERVICE LATERALS BUILDING _ '"'E JURISDICTIONAL AUTHORITY IF MORE STRINGENT. I � � 6' DEEP OiJTSIDEIOF STREET (tom) I SPRING LINE 'kill ti, Ir, ;, II,, II, _ RIGHT -OF -WAY. • OF PIPE \ \ � _ - 2) ALL SER`dICE LATERALS / / / / / / / / / / SHALL HAVE A MINIMUM OF 11r,, lr, r, !r 1Ir tIl alr, sir, II, ,tlJ .11r .ti +, er PLUG '� /�\ \ \ / \\ \ / \ \�� \ \\ \ \� \ \ \ / \ \\ 1 1 \ \� /\ \ \ /� \ / /� / /��/ NORMAL GRADE - 6' OF COVER iMT}HIN THE i�/ / / 1/4- PER FOOT // // // // \\ \\ \ \ , 7/77/777/7 MIN. -1/8" PER FOOT STREET RIGHT -OF -WAY. \ / / \ \� \ \� \ \� \ \� \ / / \ / /� \ / / \ / / � / \ \ / \ \i / \ \ / \ \ /� \� \/ \ /! %\�! / /�\ //\ /� \� \\ / / \ \i /`��� THE SCHNEIDER CO P / / \// 4 4 / SANITARY SEWER LATERAL Solt \\j\ SERVICETPLUG FOR NG R ORAl10N PLACEMENT = / \\ FUTURE CONNECTION. ISOMETRIC FLAN PLAN VIEW \ Historic Fort Harrision PLUG SHALL BE ABLE 1" C.I. LOCATOR ROD TO PASS AIR PRESSURE OR MAGNETIC TAPE 8901 Otis Avenue 9 TEST REQUIRED FOR INSTALLED PER Indianapolis, IN 46216 -1037 TYPICAL CLEANOUT DETAI W SEi'+'ER MAIN. 30, SECTION 7.02 -C. P USE 15" SEWER PIDE KITH PLUG C804 Ld BEDDING UNLESS 0?71ER1MSE MIN Telephonep 317.826.7100 SPECIFIED MAIN Fax: 31 7.826.7200 IN PAVED AREAS N.T.S. APPROX. 9D' MIN. FALL- 30• ��- RIGHT -OF -WAY LINE WWW.schneidercorp.com \4�P FINISH GRADE CLEANOUT PLUG B- BORROW �' LONG RADIUS SECTION - BELL HOLES SHALL BE I S A A PROVIDED UNDER PIPE Architecture SPRING LINE OF PIPE r� I ELEVATION Civil Engineering " 12" MIN. I - DIAMETER AS SPECIFIED - Environmental Engineering 6 PIPE 1. D { ON PLAN OR SCHEDULE ® g g APPROX. 90' �j SERVICE CONNECTION F SHALLOW SEWERq Geot* chn ical Services 1 GIS LIS � \ //� /0V PLAN VIEW f r Home Builder Services IF Ca04 • �LONG RADIUS CONNECTION TO MAIN SEWER r5 LESS THAN I ,.J DEEP Interior Design C804 _ CONCRETE ENCASED (FIGURE 7 $) Land Surveying Landscape Architecture O.D. OF PIPE FOUNDATION Transportation Engineering p 6" MIN. (REQUIRED IN UNSTABLE SOiQ SPRING LINE » OF PIPE 12 2 (MIN.) (MIN.) I I.D. +1' -3" I.G. +1' -3" I CONNECT TO EXISTING SERVICE SANITARY TRENCH & PIPE EMBEDMENT DETAILr7 MINIMUM MINIMUM :. �•.' • ::•.' • '. • • • ' � � OR PLUG FOR FUTURE SERVICE. \ ,. \ � / /' � / \ �\ •. � /\ / \ \ SANITARY• SEWER LATERAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE FOR SEWER MAIN. REQUIRED TYPICAL CLEANOUT DETAIL �, LLj C804 �'%�� CL \\ III III I \\ I( III I I I I j \! \ % ! \III III III !' III I fi STANDARD TEE �'' \ \ Q /\ BACKFlLL WITH i�\ w /\ /\ GR AS AR MAED !AL \\ \�� < � �.-" co o , I III III I �� / i I III I I �� F ,� HYDRANT o Z GAS MAIN �\ \� /�° / ROCKRBACKFILL I III III I / ~� v Q p I� WA R MAIN E- WATER O 2500 psi CONCRETE 90' ELBOW- .,�: `��- /\ �, I I `_ III /�: 6" GATE VALVE I z i' \ ; ';.: �\ \' \ E� CD INSTALLATION PARALLEL TO MAIN �\ SANITARY BOTTOM OF TRENCH � Perspective View-earth cut away Q SEWER SAND CUSHION -EACH JOINT TO l� 1 HYDRANT UNDER PIPE BE DUG F OUT TO F--- -I O E-f \ PROADE A FIRM M TEE \ so 15" be ore wheor clear rediston on e Fe dra pipes s. BEARING ON W STANDARD TEt O O r14'� UNDiSTL'RBED SOIL � TYPICAL UTILITY CROSSING CONCRETE CRADLE 15 ROCK EXCAVATION, � Rj(CAVATION .� � E-, NO SCALE C804 .-� \_6" GATE VALVE C804 rn WATER MAIN INSTALLATION DETAILw 2 INSTALLATION PERPENDICULAR TO MAIN DISTANCE FROM CURB TO BE NO SCAL C$04 SET BY FIRE DEPARTMENT PUMPER NOZZEL -\ 2- 2 &112" HOSE FIRE HYDRANT NOZZLES ORIENTATION OF HYDRANT TEE U NOZZLE BY FIRE DEPARTMENT -\ NEW MAIN SET TOP FLUSH WITH FINISHED GRADE VALVE BOX COVER FINISH GRADE MARKED BOX, �' —O„ 4' —Q" VALVE SPEClF(CAiION: DATE: PROJECT NO.: DEPTH VARIES, ,, \\ 10/31 /05 1238.044 F 4' -6" MINIMUM /i,\ � EXISTING AMAIN VALVE 3" AND LARGER SHALL BE ADJUSTABLE VALVE BOX \ \ \\ /� / IRON BODY NON- RISING STEM GATE (COVER TO BE MARKED DRAWN BY: CHECKED BY: �' 1/2 CUBIC YARD OF \ \� \\ \ PAVEMENT VALVE. VALVES SHALL BE RESILIENT " " WATER) RIOR ALF CAST IRON CRUSHED STONE �' ' \ /�� /j/ / TAPPING SLEEVE SEATED GATE VALVES AND SHALL VALVE BOX —I ` \� \ \ / \\ \ SHEET Tlltc: \/ VALVE & BOX MEET THE REQUIREMi =NTS OF GENERAL CI VALVE BOX „, UNDISTURBED EARTH 13 ANSI /AWINA C -509 AND SHALL - f I HAVE MECHANICAL JOINTS AND GRADE DETAILS NEW OR EXISTING T NEW OR EXISTING - • «.,.•,�• � $" PIPE OR BEND � ACCESSORIES SHALL MtET THE ( EXISTING VARIES (GRADE r ) DRAWING FILES: AS REQUIRED REQUIREIYIENTS OF ANSI /A1' WA _ / _ _ N: \1238 \044 \dwgs \C803- CSO6.dwg WATER MAIN ;! XRER N: 1238 044 dw s Title1.dw I -Ii�II Ir��i I C -111 jA21.i1. — i _ _ A�q � —_ I —� \ \ \ � \ g 6" GATE VALVE CONCRETE THRUST �J�.� . WATER MAIN I I =1 I I =1 ! -� — k 3. S�-Op _ I I ! —� I— _ _ BLOCK (DO NOT � ,.h�;?�;;, + r 1 I I —! + I —+ I +— XR�: N:\1238\O44\dwgs\G44bs.dwg COVER DRAIN HOLE N i,' -LSr ' I �l I + I) I + —I ' S`O�E P� 3 i—i 1 ! 1 —I XREF. N: \1238 \044 \dwg3\Nyloplastdwg ,I — XRER N: \1238 \044 \dwgs \STC2400.dwg LENGTH VARIES ;; r %• I _� —� ,— �� �- ,. r I , I ,EF: N: \1238 X044 \dwgs \NyloplastGRAIE dwg NO BENDS •''r » -,-- -- NQ�' STANDARD HYDRO -Ill— 1 =I I-I I (_ III- S -75 EROSION CONTROL PREFERRED BENDS & FITTINGS AS REQUIRE. SEEDING W /STRAW I- • BLANKET AS MANUFACTURED BY CONCRETE BLOCKING VARIES VARIES SEE PLAN SHEETS FOR DETAILS. MULCH & TACKIFIELD NORTH AMERICAN GREEN SECTION � SHEET NO.: TAI Ls 16 HYDRANTK71� CONNECTION TO EXISTING MAIN 12 BOX(13 TYPI CAL SWALE SECTION FIRE HYDRANT DE FIRE GATE VALVE AND NO SCALE C804 NO SCALE C804 C804 C$04 _ NO SCALE C804 11 jL_ 0 GRADE_ BEEHIVE INLET NEENAH TYPE CASTING T.C. No. R -4342 .A 4" MIN V& ° ° RISER RING a .4h 2 a a A a c4 a a ALTERNATE CASTI N G — YARD 8" STANDARD DRAIN BASIN 8" r'" TILE IRON GRATE INLET AND OUTLET SEE CHART N 13" *(1) ADAPTERS AVAILABLE 4" THRU 6" VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS '(1) FIXED OVERALL HEIGHT FOR: ADS N -12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 10" STANDARD DRAIN BASIN •' ' " = IRVIV URf11 G 0 1" 1 6.50" INLET AND CUTLET ADAPTERS AVAILABLE VARIABLE 4" THRU 8" INVERT VARIABLE SEE CHART HEIGHT OVERALL 20" "(1) 1.5C" HEIGHT ,(2) VARIOUS TYPES OF OUTLETS i 4" -10" WITH WATERTIGHT ADAPTERS LL FOR ADS N -12 6" MIN. SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC '(2) MAXIMUM RECOMMENDED '(1) FIXED OVERALL HEIGHT OVERALL HEIGHT 10' ADAPTER FIXED INVERT SIZE HEIGHT 4" 10.25" 6" 1 11.13" 36 QaQOOna 18 48 CRAW BASIN 21 48 28 24 48 31 27 60 Q��aoo 30 60 GRADE 33 NEENAH TYPE CASTING T.C. N0. R -3010 A ASPHALT 60 1 44 42 1 ;.... P..'. ;'...'. 24" e. ::::::b FOR PIPES 24 "0 AND LESS a....�....a...q...°. OPENING a.. WITHIN 5' OF EDGE OF PAVEMENT ALTERNATE CASTING — CURB 0 GRADE_ BEEHIVE INLET NEENAH TYPE CASTING T.C. No. R -4342 .A 4" MIN V& ° ° RISER RING a .4h 2 a a A a c4 a a ALTERNATE CASTI N G — YARD 8" STANDARD DRAIN BASIN 8" r'" TILE IRON GRATE INLET AND OUTLET SEE CHART N 13" *(1) ADAPTERS AVAILABLE 4" THRU 6" VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS '(1) FIXED OVERALL HEIGHT FOR: ADS N -12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 10" STANDARD DRAIN BASIN •' ' " = IRVIV URf11 G 0 1" 1 6.50" INLET AND CUTLET ADAPTERS AVAILABLE VARIABLE 4" THRU 8" INVERT VARIABLE SEE CHART HEIGHT OVERALL 20" "(1) 1.5C" HEIGHT ,(2) VARIOUS TYPES OF OUTLETS i 4" -10" WITH WATERTIGHT ADAPTERS LL FOR ADS N -12 6" MIN. SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC '(2) MAXIMUM RECOMMENDED '(1) FIXED OVERALL HEIGHT OVERALL HEIGHT 10' ADAPTER FIXED INVERT SIZE HEIGHT 4" 10.25" 6" 1 11.13" PIPE UNDERDRAiN 15' IN EACH DIRECTION UNDER PAVEMENT. SEE DETAIL 36" CONCRETE COLLAR EACH STREET CENTERLINE GRADE STORM MANHOLE NEENAH TYPE CASTING RIM NO- R -3433 (OR EJIW 5230) U B :,a'-------- ..........:. a ..a.'.'.'.'. :d.:.'.d.'.e.'.'... STANDARD REINFORCED CONC. BASE ` 6" #8 STONE DIMENSIONS ( WCHES) A MAX B I.D. C (MIN) 12 36 8" 15 36 21 18 48 CRAW BASIN 21 48 28 24 48 31 27 60 34 30 60 38 33 60 STANDARD PROCTOR 36 1 60 1 44 42 1 60 1 50 STORM MANHOLE DETAIL 8 NO SCALE TYPE C �O5 8" CUSTOM DRAIN BASIN STANDARD GRATE HAS A LIGHT DUTY RATING 6 5O" QUALITY: MATERIALS SHALL CONFORM TO ASTM O A536 GRADE 70 -50 -05 O O MATERIAL: DUCTILE IRON VARIABLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT INVERT VARIABLE O LOCKING DEVICE AVAILABLE UPON REQUEST FOR HEIGHT OVERALL 50 STANDARD & SOLID ONLY 1.50" HEIGHT «(2) � C� -- 08.06 3K SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN 4 "_g" )K S T A N D A R D DISABILITY 2 MAXIMUM RECD"4MENDED ACT AS STATED iN FEDERAL REGISTER PART III, DEPARTMENT OF '(2) JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF OVERALL HEIGHT 10' APPROX. DRAIN AREA = 18.77 SQ, IN. DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL APPROX. WEIGHT = 3.08 LBS, FACILITIESL FINAL RULE. 6" MIN. 10" CUSTOM DRAIN BASIN NYLOPLAST 8" GRATES /COVERS S T OR�,1 MANHOLE r N_E�!A.H TYPE CASTING NO. R-3472 T'C FiNISHED GRADE ADAPTER SIZE FIXED INVERT HEIGHT 4" 13.75" 6" 14,62" 8" 15.62" Rj'� MAT Hydro Conduit Division STC 2400 Precast Concrete Stormceptor® (2400 U.S. Gallon Capacity) I Motes, Section Thru Chamber Enlarged Inlet Tee Drop Pipe 1. The use of a F1Pxible Connection is recommended at The Inlet and Outlet Pipe. 2. The Cover should be positioned over The Outlet Drop Pipe and The Vent Pipe. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, 45498331, #5725760, #5753115, #5849181, #6068765, #6371690. 11 4. Contact a Hydro Conduit Tepresentative for further details not listed on this sheet. Rinker 031 STORMCEPTOR STIR, 6 3 o C805 VAR PIPE SIZE 13" MAX S' NE" BEDDING OF #t8 STOKE AREA INLET r6_'� TYRE A ��151 ���LIL1ilLiA LJIJULI�LJU11! NO- R -3472 NEENAH CASTING LA 1 V d (TYPE "F ") PRECAST ° r CONCRETE BOX A. , 30 "X30" 4" PERFORATED PLASTIC Q PIPE 15' IN EACH DIRECTION Q M FROM STRUCTURE UNDER PAVEMENT a ° 4 ° / —GROU1 > . •' PAVED AREA INLET STRUCTURE TYPE "F° N.T.S. EDGE OF PAVEMENT, NEENAH R- 1077 —A COVER WITH THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN DRAWN BY AWA DR DATE 11AUGOD MATERIAL 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932 -2443 �tyIl ®� FAX (770) 932 -2490 J www.rylor)ias+-us.com APPLICATION APPD BY CJA PROJECT NOJNAME TITLE B" 810" DESIGN DETAILS REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTI GATE 11AUGOO CRAW BASIN j1 HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSI 24' DIA MIN. 1.25 6c+12' UP TO 45' V 1 0 'Y1WG SIZE A SCALE 1:120 SHEET 1 OF 1 DWG NO. 7001- 110 -045 REV B Rj'� MAT Hydro Conduit Division STC 2400 Precast Concrete Stormceptor® (2400 U.S. Gallon Capacity) I Motes, Section Thru Chamber Enlarged Inlet Tee Drop Pipe 1. The use of a F1Pxible Connection is recommended at The Inlet and Outlet Pipe. 2. The Cover should be positioned over The Outlet Drop Pipe and The Vent Pipe. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, 45498331, #5725760, #5753115, #5849181, #6068765, #6371690. 11 4. Contact a Hydro Conduit Tepresentative for further details not listed on this sheet. Rinker 031 STORMCEPTOR STIR, 6 3 o C805 VAR PIPE SIZE 13" MAX S' NE" BEDDING OF #t8 STOKE AREA INLET r6_'� TYRE A ��151 ���LIL1ilLiA LJIJULI�LJU11! NO- R -3472 NEENAH CASTING LA 1 V d (TYPE "F ") PRECAST ° r CONCRETE BOX A. , 30 "X30" 4" PERFORATED PLASTIC Q PIPE 15' IN EACH DIRECTION Q M FROM STRUCTURE UNDER PAVEMENT a ° 4 ° / —GROU1 > . •' PAVED AREA INLET STRUCTURE TYPE "F° N.T.S. EDGE OF PAVEMENT, NEENAH R- 1077 —A COVER WITH MIN. 6' TOPSC(L CURB, GUTTER OR TO ENSURE GRASS 5' LESS SIMILAR STRUCTURE APPLICATION GROWTH IF NOT IN THE PUBLIC R/W 84' UNDER PAVEMENT GREATER THAN 45' TO 90' r >.. j1 UP TO 45' 24' DIA MIN. 1.25 6c+12' UP TO 45' 'B' BORROW OR EQUIV. ECCENTRIC CONE OR REDUCER CAP ASPHALTIC MASTIC OR GRANULAR MAiEIRIAL - BUTYL RUBBER SEAL COMPACTED TO 95% :- vrf -.. ;•.•. .:': -•' CONE TOP TO MATCH ADJUSTING STANDARD PROCTOR _ .4 RING PROFILE. DENSITY .... 48 "0 MANHOLE NOTE: BC ::::::b FOR PIPES 24 "0 AND LESS , d FULL HEIGHT 1— ---I 34 WITHIN 5' OF EDGE OF PAVEMENT DEPTH OF BEDDING MATERIAL BELOW PIPE 27' & SMALLER 3' 30' TO 60' 4' 66' & LARGER 6' NOTE: ALL BEDDING & INTIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF RE INSTALLED PIPE ASPHALT MANHOLE SIZE NEENAH R- 1077 —A COVER WITH PIPE TURNS NEENAH R- 1712 —B FRAME WITH 'SEI— SEALING' SELF— SEALING APPLICATION OR APPLICATION APPROVED EQUAL UP TO 60' 84' 42' GREATER THAN 45' TO 90' PRECAST CONCRETE ADJUSTER j1 UP TO 45' 24' DIA RINGS IF NEEDED (4 MAX.) UP TO 45' 60' ECCENTRIC CONE OR REDUCER CAP ASPHALTIC MASTIC OR 60' AS REQUIRED BY SITE CONDITIONS. BUTYL RUBBER SEAL FLANGE OF CASTING '•' :- vrf -.. ;•.•. .:': -•' CONE TOP TO MATCH ADJUSTING BETWEEN JOINTS. .Q .4 RING PROFILE. 60 .... 48 "0 MANHOLE NOTE: NOMINAL 1/2* BUTYL RU9BER 24" I.D. ::::::b FOR PIPES 24 "0 AND LESS MANHOLE CONFORMS TO FULL HEIGHT 1— ---I 34 ASTM C--478 MANHOLE STEPS AS E4 60 "0 MANHOLE JOINTS CONFORM TO SPECIFIED- DETAIL FOR PIPES 27" - 36" 0 ASTM C -443 �. F O —RING GASKET 16' TYP. ASPHALTIC MASTIC OR C\2 5" MIN. BUM RUBBER SEAL AT Vd JOINTS. RECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX, OF PIPE O.D. +6' W/ NON— SHRINK CEMENT GROUT BENCH WALLS AT MIN. 1/2' PER FOOT SLOPE a' ' .d #4- REBARS 0 12' O.C. ° ' . ' . _• ; e4 . EACH WAY (STEEL MESH •a : • :...... AREA =0.12 SQ. IN. /SQ. a...... a .. a... .... 6" FT. OR APPROVED MIN ........ EQUAL) 8' BASE E" MANHOLE BASE SET ON 6" OF #8 STONE MANHOLE SIZE PIPE PIPE TURNS 96' 48" GREATER THAN 45 TO 90' 96' 54'46' UP TO 60' 84' 42' GREATER THAN 45' TO 90' 84" 48' UP TO 45' 72' 42 " -48' UP TO 45' 60' 33' -36' STRAIGHT THRU 60' 24' -33" GREATER THAN 45' TO 90' PRECAST REINFORCED CONCRETE MANHOLE #4 REBAR EDGE OF PAVEMENT, MIN. 6' TOPSOIL CURB, GUTTER OR ?0 ENSURE GRASS SIa +.IL�R STRUCTi1RE I GREATER THAN 5' GROWTH IN THE PUBLIC R/W i MIN- 1.25 BC REGULAR BAcvnLL 'B' EORROW OR EQUIV. GRANULAR MATERIAL , A. COMPACitf TO 95% STANDARD PROCTOR B^ 1/6 Bc DEENSITY d GREATER THAN 5' FROM EDGE OF PAVEMENT NOTIE STORM SEWER MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 —PF, CLAY do BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE. 8" MIN. BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 GRASS ° °� PRECAST CONCRETE ADJUSTING RING ° FOR ROUND GRATE /FRAME 24 "x 24" . �• (TYPE "A ") PRECAST W X CONCRETE Box 23° m M 20" Q o GROUT a I > • N 23" 33" 6" #8 STONE BEEHIVE YARD I N LETr5--� �15 NOTE DEPTH OF BEDDING LEGEND MATERIAL BELOW PIPE SHALL EE INSTALLED IN 6' D d MIN. Bc = OUTSIDE DIAMETER ALF D = INSIDE DIAMETER 27' & SMALLER 3' d = DEPTH OF BEDDING 30' TO 60' 4' MATERAL BELOW PIPE 66' & LARGER 6' NOTIE STORM SEWER MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENTS. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 —PF, CLAY do BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE. 8" MIN. BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 GRASS ° °� PRECAST CONCRETE ADJUSTING RING ° FOR ROUND GRATE /FRAME 24 "x 24" . �• (TYPE "A ") PRECAST W X CONCRETE Box 23° m M 20" Q o GROUT a I > • N 23" 33" 6" #8 STONE BEEHIVE YARD I N LETr5--� �15 NOTE PROJECT NO.: ALL BEDDING & INITIAL BALISFlLL B I.D- SHALL EE INSTALLED IN 6' 12 TO 12' BAUNCM LIFT'S ALF 15 LEGEND A MINIMUM 9' OF CLEARANCE SHALL 18 BE PROVIDED ON EACH SIDE OF XRER N: \1238 \044 \dwgs \G44bs.dwg THE INSTALLED PIPE Bc = OUTSIDE DIAMETER PRECAST CONCRETE D = INSIDE DIAMETER 48 d = DEPTH OF BEDDING ADJUSTING RING OR MATERIAL BELOW PIPE EDGE OF PAVEMENT, CURB, GUTTER OR MIN- 6' TOPSOIL SIMILAR STRUCTURE 5' OR LESS TO ENSURE GRASS IN THE PUBLIC R/W GROWTH 'B' BORROW OR EQUIV. MIN. 1.25 BC +12' ' GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY _T MIN. 12' ,j8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE Bc _ , 4' WITHIN 5' OF EDGE OF PAVEMENT PLACE 1/2" DIA EX.TRUDABLE -' I PROJECT NO.: PREFORMED GASKET MATERIAL IN B I.D- EACH KEYWAY (SEE DETAIL). 12 PLAN VIEW ALF 15 63' 21 18 48 XRER N: \1238 \044 \dwgs \G44bs.dwg 21 / /, PRECAST CONCRETE 24 48 31 ADJUSTING RING OR 60 34 30 FLANGE OF CASTING '•' :- vrf -.. ;•.•. .:': -•' 33 4' -12" 36 60 .... 42 60 NOMINAL 1/2* BUTYL RU9BER 24" I.D. ::::::b -1/2 BASE EX Il tttt''JDABLE PREFORMED GASKET MATERIAL (TYPI) 1— ---I 34 SEE DPW SPECS. E4 O I� GASKET DETAIL SECTiGIJ A —A ADJUSTING RING DETAIL (FIGURE 5 -48 j C805 STRAIGHT CURB & GUTTER ;ADE NEENAH TYPE CASTING R -3010 TYPE A OR T.C. APPROVED EQUAL �- ASPHALT .•'`t.:a'.�::o:: �o- :•.e:• ;•� OPENING :tid:a Pro � Q U B .. STANDARD REINFORCED CONC. BASE b..a.. .. p..p..........p....... n.. ..... , .'.. .. � . ... 4.:. d. p ' .......: . 6" #8 STONE BEDDING DIMENSIONS (INCHES) PROJECT NO.: A MAX B I.D- C (MIN) 12 36 ALF 15 36 21 18 48 XRER N: \1238 \044 \dwgs \G44bs.dwg 21 48 ^ 24 48 31 27 60 34 30 60 38 33 60 36 60 44 42 60 SPECIAL STRAIGHT CURB INLET EDGE OF PAVEMENT, M.N. 6' TOPSOIL alI7B, GUTTER OR TO ENSURE GRASS SIiMiAR STRUCTURE GREATER THAN 5' GROWTH IN THE PUBLIC R/W REGJLAR BACKHLL NOTE PROJECT NO.: ALL BEDDING & INITIAL BACKFILL 1238.044 SHALL BE INSTALLED IN 6' CHECKED BY: TO 12' BALANCED LIFPS ALF w Z LEGEND A MINIMUM 9' OF CLEARANCE SHALL DRAWING FILES: N: \1238 \044 \dwgs \C803— C806.dwg BE PROVIDED ON EACH SIDE OF XRER N: \1238 \044 \dwgs \G44bs.dwg THE INSTALLED PIPE Bc = OUTSIDE DIAMETER F —� D = INSIDE DIAMETER �:Ei d = DEPTH OF BEDDING MATERIAL BELOW PIPE REGULkP BACKFILL MIN. 1 -25 Bc+12' ' MN 12' #8 CRUSHED STC>,'f OR APPROVED EOUIV, CLASS I BUDiNG MATERIAL HAND TAMPED OR WXM INTO PUCE -BC 4, GREATER TH N 5' MOM EVE OF PAVEMagT NOTE ALI. BEDD!4 & !NPI&I BACKFILL SHALL BE INSTALLED N 6' TO 12' BALANCED LIFTS A MINMUM 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE iNSTAaM PIPE TRENCH DETAIL TRENCH DETAIL K�4 TRENCH DETAIL TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) PLASTIC PIPE (PVC & HDPE) PLASTIC PIPE (PVC & HDPE) REINFORCED CONCRETE PIPE {RCP) C.A.M. � 500 -G6 C805 C.A.M. ;� 500-05 C.A.M. 500-03 C.A.M. 5000 -04 LEGEND Bc = OUTSIDE DIAMETER D - !r DE DIAMETER d = DEPTH OF BENING MATERIAL BEI OW PIPE z w 0 U U w Q w cn 5 w C.0 i a i 5; CV CD LJ CC \�N��,1111 ;1t1t ildl!!!/11JJ /JJJf` DQ �... STE; '. i ti O No. PE19500260 — y STATE OF / /// �iIru111nn1 DATE: YEIDEAS, THIS DRAWING AND T 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)i, 5chneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: z 1238.044 o CHECKED BY: RDR ALF w Z DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803— C806.dwg XRER N:\1238\044\dwgs\TItIe1.dwg XRER N: \1238 \044 \dwgs \G44bs.dwg XREF: N:\1238\044\dwg9\Ny oplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg F —� v �:Ei O CD E4 O I� ^ C 1 C\2 Vd DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803— C806.dwg XRER N:\1238\044\dwgs\TItIe1.dwg XRER N: \1238 \044 \dwgs \G44bs.dwg XREF: N:\1238\044\dwg9\Ny oplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg XREF: N:\1238\044\dwgs\NAoplastGRATEdwg SHEET NO.: -0.54 -0.54 -0.20 -0.33 GRADE TO WALK 1.5% MIN. -0.10 5.0% MAX. -0.25 1-0,251 UNIT D F1 -0.28 0.6.7 TC -0.62 -0.67 GU C-0.38 0.28 -0.28 -025 T C - -0.75 GU -0.36 -0.36 0.33 -1.00 -0.39 ---� -� --------------- -0.54 --0.75 GU 0.25 TC -0.50 -0.51 -0.45 - .33 -0.62 -0.67 TC r I -0.67 GU UNIT C X -0.25 GRADE TO WALK 1.5% MIN. -0.15 -0.10 5.0% MAX. -0.33 -0.25 (E-1.00 TYPICAL BUILDING -0.54 -- (Assurned) -0.25 -0.33 GRADE TO WALK 1.5% MIN. -0.15 -0.10 5.0% MAX. ❑ F, -0.30 i - .33 -0.67 TC -0.62 -0.67 GU -0.51 -0.45 -0.25 TC -0.75 GU -0.41 -1.00 -a.54 -0.25 TC -0.50 -0.75 GU -0.62 -0.67 TC -0.67 GU -0.60 -0.55 UNIT A -0.25 GRADE TO WALK -0.20 - . 5 1.5% MIN. _0,40 -0.10 5.0% MAX. -0.35 -0.54 <Cj&1w SCALE: 1"=10' Z w C) U U lQ-- CL n 5 w I 0 i cfi tD z� o� N W O �� Z! R I T r r r u, 0 No. PE19500260 STATE OF /ND /ON At °\\. ����41(llI I I! I!l;11111i1��\ DATE: Z 2e- p a 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.710 0 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn icol Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: z 1238.044 C\2 o CHECKED BY: RDR ALF Wcy'D Z GENERAL DETAILS _ XTZM N:\1238\G44\dwgs\TftIe1.dwg )REF. N: \1238 \044 \dwgs \044bs.dwg H XREF: N: \1238 \044 \dwgs \STC2400.dwg Y,RF. N: \1238 \044 \dwgs \NyloplastGRAMdwg SHEET NO.: (C 00 a CD I O � U O W C\2 0 DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \044 \dwgs \C803- C80S.dwg XTZM N:\1238\G44\dwgs\TftIe1.dwg )REF. N: \1238 \044 \dwgs \044bs.dwg XRER N: \1238 \044 \dwgs \Nyloplastdwg XREF: N: \1238 \044 \dwgs \STC2400.dwg Y,RF. N: \1238 \044 \dwgs \NyloplastGRAMdwg SHEET NO.: (C 00 a CD EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material shall be buried on site, or removed off site, and disposed by the contractor. All surplus excavated material not required shall be stockpiled on site where designated by the Engineer. 3. Provide and place any special fill material from off the site as may be required. Fill obtained from off site shall be of kind and quality as specified and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Story n drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. 'Hater supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the site shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilties and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. Adjust subgrade elevations for topsoil thickness for areas receiving t ,)psoil and seed. C. Compaction Requirements: 1. Ali building pad areas shall be compacted to standards specified by local and /or state building codes. Min; -inum compaction shall be 100% of Standard Proctor Density. 2. For compaction requirements of paved areas, see street specifications. SANITARY SEWER SYSTEMS TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER CLAY TOWNSHIP REGIONAL WASTE DISTRICT STORM SEWER SYSTEMS DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION RE-QU REMENTS RDR REVISED MAY 2002 ?. All houses, buil� ings, etc., shcil connect to the District'ssanitary se Y,. s }��ter;f 'N." in 90 J � 1. SCOPE OF WORK 1. Standard specifications of the District and Indiana Department of days of notice providing a sewer is within 300 feet for Harflton ( ..ounty ol- 10O fe t for 300 ft Transportation shall apply for all work and materials. Pipe shall be installed in Boone County of the propeirty line. Only one building may ongect to The sewer: mail, per The work under this section includes all storm sewers, accordance with Section 715. lateral unless otherwise approved by the District. Fp , storm water inlets, and related items, including 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 3:46 excavating and backfilling, necessary to complete the 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe 2. No foundation or other storm water drail�s snail a° int rctonnected to 1t V aV:'yeI lateral I work shown on the drawings. shall be made of PVC plastic having a cell classification of 124548. installed and connected to the District's sanitary sewpr . 386 0.854 L 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 5:40 2. MATERIALS 5:40 specification. Fittings in sizes through 8" shall be molded in one piece with existing sewer line from the building to the septic tan'lk may only h;� used if it is 3. The g e 9 p 5 5:42 6:24 elastomeric joints and minimum socket depths as specified in sections 6.2 P P located under a building addition, patio, porch or paved drivew3 '. rail, test Is requ red to A. Storm Sewers } ,► and 7.3.2. Fittings 10 and larger shall be molded or fabricated in accordance show if acceptable for re- --use. The property owner shall bear he `ost of d! testing. The 7:34 7:34 with section 7.11 with manufacturers standard pipe bells and gaskets. Wall District inspector must be onsite for the duration of the air to?. 10:08 1. Reinforced concrete sewer pipe shall confirm P p thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric, joints shall be molded with a minimum 4. The owner or contractor shcil notify the DTStriLt prior to Co��er� ►� ;, tE;c� ii!si�v +led latc:roi so �. 239 to ASTM C -76 latest revision, with joints conforming to ASTM 0--443 latest revision. crosssectional area of 0.20 square inches and conform to ASTM F -477 ;�� r� that the District can make an inspection to determine oo c:e with he i „stri;.t s e, er 9:28 9:63 specification. Fittings shall be manufactured b Harco or equal. P g y use ordinance. Such notification shall be made 24 hours prior to the need f,Jr t1he 1'" 15:49 2. Corrugated PE Pipe and Fittings: AASHTO M 294, 4. All sanitary manholes shall be precast concrete manholes in accordance with inspection. {f the inspection fails and c seco ► :d inspection i:s re�,re�+ °`= ,r �t P .�, or ; , �. a. tcF ,.� �3�1 199 Type S, with smooth waterway coupling joints. • r ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent peal or on site fur scheduled inspection, or fails to can insiection, ar ccditiorol °e f �1 j�i.!?�► P . 11:24 14:15 equivalent shall also be applied to oil joints and between riser rings and will be due. This must be paid prior t0 the tim? of the fo(lo��� u�; ,r��L�!.tl��i�. 22:47 A. Silttight Couplings: PE sleeve 4vith ASTM D castin s. Manhole ste acin shall be no more than 16- inches. Manholes P spacing P 9 shall be air tested for leakage in accordance with ASTM C1244 -93, Standard 5. Propey owners are hereby advised that the County Bood at ;±er ?tl� f:; dates :l�u 158 1056, Type 2, Class A Grade 2 gasket Test Method for Concrete Sewer Manholes by the Negative Air Pressure operation and maintenance of private sewage disposol (septic) systems. -51 County 17:48 material that mates with pipe and fittings (Vacuum Test. Vacuum) Ordinance provides in part that, upon connectITI to a public sayer, ., Sei ,'Lic tank "?Shall be 35:36 to form silttight joints. A. Installation and operation of voruum equipment and indicating devices abandoned and filled with eorthen material in c; safe cr;d sa- nary t�~�;�t�ner." Tease ;.contact 133 7.682 L must be in accordance with manufacturers recommendations and the appropriate County board of Health for further in. form atiiN,, 25:38 32:03 performance specifications which have been provided by the 44:52 B. Manholes manufacturer and accepted by the Engineer. The vacuum equipment 6. Acceptable Pipe Materials: 114 10.470 L must be capable of testing the entire manhole, including the costing PVC PIPE: 1 D- /13 SIX INCH PIPE E.: SDR 35, ASTM �, ., ., 34:54 1. Precast reinforced concrete manhole sections and riser rings. PVC PIPE: SDR 21, AST?,' D -241, SIX INCH PI FE 69:48 and steps shall conform to ASTM C -478 latest B. With the vacuum tester set in place: GASKETS UDIN;S ASTRY" D 3212 89 revision. 1. Connect the vacuum pump to the outlet port with the valve open. GASKETS ASTM F -477 45:34 56:58 2. Draw a vacuum of ten (10) inches of Hg, and close the valve. FITTINGS - SDR - -26 91:10 2. Casting shall be of uniform quality, free C. Accepted standards for leakage will be established from the elapsed DUCTILE IRON MEC HA�sCA` COUPLING, "�Y" iTH PROPrr�' � ?iT ± �G;� . 88 from blow holes, porosity, hard spots, time for a negative pressure change from ten (10) inches to nine (9) GLEAN OUTS TO BE LOCATED P-lt Et FEET rf, lI-lN �l r- F0U�r }A ^uiv AND No 57:41 shrinkage distortion or other defects. They inches of mercury. The maximum allowable leakage rate for a four IYORE THAN 300 FEET APART. 115:22 shall be smooth and well cleaned by shot ()4 foot diameter manhole must be in accordance with the following: 7. Bedding: Use fill sand or Dumber 8, 9 or 11 stone 80 - blasting or by some other approved method. They shall be coated with asphalt paint Minimum Elapsed Time for P Manhole Depth Pressure Change of 1 Inch Hg Fill material is to be placed from 6 inches below t ,inches cbcve tilt' pipe 71:13 which shall result in a smooth coating, 10 feet or less 60 seconds The trench should be a minimum of 18 inches wide 142:25 tough and tenacious when cold, not tacky or >10 feet but <15 feet 75 seconds 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC, pressure 72 brittle. They shall be gray iron meeting ASTM A -48 latest revision. >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15} grade pipe is used meeting SDR 21 and ASTM D -2241. Any pri o osed instcllatior� requiring 88:10 3. Joints - Manhole sections shall be jointed seconds and for manholes six (6) feet in diameter, add on additional pressure pipe shall be reviewed and accepted by the District and the District's enyir.ezr prior 172:21 with rubber type gaskets. The rubber type thirty (30) seconds to the time requirements for four (4) foot to installation. 86 gaskets shall meet ASTM C -443 latest diameter manholes. For all manholes deeper than twenty -five (25) 9. Where a transition is made between SDR 35 pipe and pressure graa'e SDR `1 pipe, o 102:12 revision. feet, the Engineer will determine the applicable minimum elapsed ductile iron gosketed mechanical coupling shall be used. 205:07 230:46 time. D. If the manhole fails the test, necessary repairs must be made and 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 C. SUBDRAINS the vacuum test and repairs must be repeated until the manhole above ore met. No glued pipe shall be installed outside of building fcundati jr, ;�rai ►s. passes the test. 1. Perforated plastic pipe subdrains shall E. If manhole joint sealants are pulled out during the vacuum test, the 11. Additional information on District standards and specifications rrnav by Cbtoi,ned from the conform to ASTM F -405. manhole must be disassembled and the joint sealants replaced. Districts office during business hours of 8: COa.rn. to 4: 30 p.m. Monday thro:�gh Friday Ai( F. Manholes will be subject to visual inspection with all visual leaks being 1 P g District standards can be located on our web site at http: / /'wvyw- ctr;�d.orgf�. 3. APPLICATION repaired. 5. Butyl rubber coating shall be applied around each manhole joint from Clay Township Regional Waste District A. Permits and Codes - The contractor's bid on 6- inches above to 6- inches below each joint. The appropriate primer shall z Noah College Suite A. contractors bid on the work covered herein shall be applied prior to applying the rubber coating. Inside joints to be filled with India Indianapolis, li;diana 46280 be based upon the drawings and specifications precoat plug material. thane: 844 -920G Fax: 844 -9203 and compliance with all applicable codes and 6. The manhole chimneys, including all riser rings shall be sealed using regulations as amended by any waivers. Contractor Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches 12. Septic effluent shall not be pumped out into the sanitory sewer system, shall furnish all bonds necessary to get permits of the manhole cone and casting frame shall be cleaned and primed. The for cuts and connections to existing sewers. Uniband shall extend from 3- inches below the top of the cone section to ,, inspect 0 13. The District shall inspect ;�L� laterals. Please call the District Uffic�; ct n44.92�;�� ?� "Local 2- inches over the flange of the manhole casting frame. hours prior to 'time of inspection B. Local Standards - the term Standards" as 7. The casting elevations are set by plan. However, the castings are to be used herein means the standards of design and adjusted in the field by the Engineers representative should a discrepancy 14. Contractors shod lay 14 gauge- stranded wire the entire length of the iatcrol. 'w ire. is too construction of the respective municipal occur between plan grade and existing grade. New manhole ring and cover p top ,f the lateral. The District inspector will verify place n ant c ;�! the wire. AftP_r be laced on t� �t ,, department or utility company shall be installed to establish grade. Aaximum height of adjusting rings shall inspection, bedding is to be placed on top. be 12- inches. C. Existing Improvements - Maintain in operating 8. Backfill around all structures and all cuts under paved areas with granular 15. Call before you dig. IUPPS 1 -800- 382 - -5544, 48 hours prior to diggin g. condition all active utilities, sewers and other material. Trenches opening within 5 -feet of paved roadways shall be drains encountered in the sewer installation. backfilled with granular material in accordance with Section 211. Backfill under Repair to the satisfaction of the owner any damage sidewalks shall be granular, unless the walks are constructed a minimum of 6 Lateral- rev.01 -05akr to existing active improvements. See also Earthwork months after backfill has been in place. Note 6. C. 9. The Contractor shall be responsible for verifying that ail state highways, city, S�.arnrnar�y, Req�.,irements for Core Drilling Manholes and county permits have been obtained by the developer prior to start of _of D. Workmanship -- To conform to all local, state and construction. 1. A current certificate of insurance is required to be on file prior to the wort: starting. national codes and to be approved by all local and 10. The Contractor shall be required to furnish the developers Engineer with a state agencies having jurisdiction. , set of prints, marked in red pencil, showing actual sewer location and invert, 2. Before starting to dig check manhole for level. If yue y #i gable, plujmb --bob manhole, to include lateral location, depth and length. Such asbuilt prints must be notify General Contractor & CTRy'D. E. Trenching - Lay all pipe in open trenches, except received by the Engineer before the final contract payment can be authorized. when the local authority gives written permission The sanitary sewer laterals and stubs termination shall be indicated on the 3. The manhole shall be properly supported during the core drilling process, for tunneling. Open the trench sufficient ahead surface with a metal fence post set immediately above the said termination of pipelaying to reveal any obstructions. The point. 11. All sanitary sewer lines upon completion will be required to pass a low 4. No coring, cutting, or drilling is permitted within six inch::; (6 „) of a barrel joint. ,� width of the trench shop be the inside pipe diameter plus 24 inches for 12 inches above the pressure air test. Said test shall be conducted according to ASTM 1417 -92, _r ,f The hole edge shall be e minir��um of six inches (6") ,; �:. �„ ,..nt. pipe. Sheet and brace trench as necessary to and shall be witnessed by on Engineer and a representative of the District. 5. Any holes cut in the field shall be smoothly and clearly drilled with ,o core -drill or protect workmen and adjacent structures. All 1. ;� The testing shall be in accordance w..h Table 1. Add 0.5 psig for each foot in a manner acceptable to CTRwiO. The hole shcl( be griped clear. Hoot sheli meet trenching to comply with Occupational Safety and of water above the sewer line being tested. AS 10 C--923 specifications. Boot to be for ASTM 3034--- SDR - -35 piple, Health Administration Standards. Keep trenches 12. Deflection tests shall be performed on all flexible* pipe after the final backfill free from water while construction is in progress. has been in place at least 30 days. No pipe shall exceed a vertical deflection , ;. _ so;_, 'A 6. Boot installation shall be flush top to bottom inside mar :�►oie. ln��c:? Yreageoar?d Under no circumstances lay pipe or appurtenances of 5% deflection test results. ( *The following are considered non - flexible shall be tightened to seventy-five 75 foot- cu ►ds 'tor-gt�e,. Retorc~�.;e after g y ( } p in standing water. Conduct the discharge from trench dewatering to drains or natural drainage i es: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection PP PP PP fifteen (15) minutes. test shall be performed with a nine -point mondrel. Proving rings shall be channels. available. 13. A! mandrel testing shall be observed by a professional engineer 7. Lobe pipe with approved grater dispersible lobe at four (�1) poir!ts very lig��tla F. Special Supports - Whenever in the opinion of the representative far certification and a representative of the District. (90- 180 - 270 -350 degrees). InsLrt twisting and pushing pipe tc proper depth. Engineer the soil at or below the pipe grade is 14. The ends of laterals are to be plugged tight with a braced plastic disc or lighten the outside stainless steel clamp to sixty (60) foot - pounds torque. unsuitable for supporting sewers and appurtenances cap capable of withstanding a low pressure air test without leakage. specified in this section, such special support, 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below 8. For cored holes, penetrations and /or other opening through a manhO e or other in addition to those shown or specified, shall be the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 sanitary structure, a separation of greater than eighteen (18) inc_has between the provided as the Engineer may direct, and the crushed stone from 6- inches below the pipe to the spring line of the pipe outer edge of resilient connectors is desired. If a separation of less than eighteen contract will be adjusted. and from this point to 12- inches above shall be fill sand or equivalent. 18 inches exists, then additional reinforcement will be re ui, ed in the structure or ( ) Manholes shall be placed on no less than 6-inches of No. 8 crushed stone e i separation. the structure diameter shall be enlarg�d to provide the required s�,pa,atrcn. G. - Backfiffing fora depth of at least 12 inches bedding. above the top of the pipe, backfill with earth or 16. Water and sewer line crossings and separations shall be in accordance with 9. Cored holes, penetrations and /or other opening through a manhole rr granular material free from large stones, rock 327 IAC 3 -6 -9. other sanitary structure shall have a minimum separation of eight (6) inches front fragments, roots or sod. Tamp this backfill 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, the outer edge of resilient connectors. thoroughly, taking care not to disturb the pipe. and shall be properly protected and /or barricaded when left unattended. For the remaining trench depth, backfill with 18. No water shall be permitted to flow into the sanitary sewer system during earth or granular material containing stones or construction. Contractor shall utilize a pump to keep the water level below rocks not larger than 4 inches. Backfill under the pipe. Pump discharge shall be directed to a storm outlet in accordance and within 5' of walks, parking areas, driveways with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe WATER and street shall be granular material only - entering existing sewers shall be plugged with screw type mechanical, braced Per Indianapolis Water Company Standards & Specificotions thoroughly compacted by approved methods. plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. H. Manhole Inverts - Construct manhole flow channels 19. All sewer laterals installed by the mainline Contractor shall be bedded the of concrete sewer pipe or brick, smoothly finished some as the main line sewer. and of semi - circular section conforming to the 20. Forty -eight (48) hours notice shall be given to the District prior to the inside diameter of the connecting sewers. Make start of sewer construction. Also, 48 hours notice shall be given prior to changes in size or grade gradually and changes in doing any testing on the sewer. direction by true curves. Provide such channels 21. Manhole castings shall be stamped FANITARY SEWER (Neenah Casting R for all connecting sewers at each manhole. 1642A or equal) and be self - sealing type. The casting flange shall be 34 1. subdrains - All subdrains shall be of the size inches and the clear opening shall be 24 inches. Waterproof castings shall be shown on the plans and shall be constructed to the Neenah R- 1916 -F1 and stamped SANITARY SEWER. grades shown. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope J. Utilities - It shall be the responsibility of each 8-inch 0.40% 10 -inch 0.28% contractor to verify ll existing tilities and y g 12 -inch 0.22% conditions pertaining to his phase of the work. 15 -inch 0.15% It shall also be the contractors responsibility to 18 -inch 0.12% contact the owners of the various utilities before 23. The Contractor shall provide mec.,,urements of the slope of the sewer for work is started. The contractor shall notify in each manhole section as construction progresses. Such measurements shall writing the owners or the engineer of any changes, be certified by a Registered Land Surveyor or Engineer and be available errors or omissions found on these plans or in the on -site for observation by the District's Inspector. No more than three field before work is started or resumed. manhole sections can be constructed in advance of such measurements. K. Contractor to grout joints inside storm 24. In the event the Contractor does not meet the minimum slopes, the sewer structures where pipes enter or exit section and any other affected sewer sections shall be reconstructed to meet and between structure and casting. such minimum slopes. 25. Laterals are to be traced with a minimu,n size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleonout adjacent to the building. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig nPnP FrP g17P Am i FNIrTN OF PIPF INInIrATF Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, #t Time for Longer Length, S Specification Time for Length (L) Shown, minis CHECKED BY: RDR ALF SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3 :46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11 :24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25 :3 8 16 14:10 158 5.342 L 14 :10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34 :11 45:34 56:58 68:22 79:46 91:10 102:33 27 2530 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT Of 'ENGINEERING TO SCHEDULE A PRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSIRUCPON REQUIREMENTS, STAFF NOTIFICAMN REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REMEN THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. i w U UJ w 0 Cn w i 0 i z� oC3 w° 0:f� \`� � � � � ........ � � 1 t � 11111 I I I I 1 i l / / / / / � � // RT I � .0 IRQ G`S TIC No. PE1 9500260 STATE OF D IAN Y/////;" 10N A1, �0� / </��111 r i I i I�� t i"00 \� DATE: 1 THIS DRAWING AND THE IDEA DE GNS 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) THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services G1 * LIS Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering i i I I PROJECT NO.: z w CQ CHECKED BY: RDR ALF SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: : \1238 \G44 \dwas\C9n1- G9J2_dwo � � z x C) cf) DQ DATE: PROJECT NO.: 10/31/05 1238.044 DRAM BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES: : \1238 \G44 \dwas\C9n1- G9J2_dwo STREETS PROJECT NO.: H. Curing Concrete - Except as otherwise specified, 1. SCOPE OF WORK cure all concrete by one of the methods described RDR in Section 501.17 of the Indiana Department of The work required under this section includes all Transportation Specifications, latest revision. concrete and bituminous paving and related items 1. necessary to complete the work indicated on drawings Bituminous Pavement - Hot as halt concrete P and described in the specifications, including but not Pavement shall be as specified in Section 402 limited to: and must comply with Section 401.05 of the Indiana Department of Transportation All streets, parking areas in contract limits Specifications latest revisions. Pavi.-ig will not Curbs and gutters be permitted during unfavorable weather or when Sidewalks and concrete slabs, exterior steps . the temperature is 40 degrees F. and falling. 9 2. MATERIALS J. Compacted Aggregate Subbase - the thickness shown o on the drawings is the minimum thickness of the A. Concrete - Concrete shall be ready -mixed concrete fully compacted subbase. Compaction shall be and shall be a mix of proportioned fine and accomplished by roiling with a smooth wheeled . coarse aggregates with Portland cement and water. roller weighing 8 to 10 tons. P act to 90� Coma Minimum cement content shall be 6 bags per cubic compaction using Standard Testing Procedures. yard of concrete and maximum water content shall Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate gg re 9 be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal material shall be tamped with mechanical tampers weight concrete shall be a maximum of 4 inches or with approved hand tampers. and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: . SIEVE SIZE % PASSING .1-1/2 it 100 1 " 80 -100 3/4" 70 -90 1/2 PP 55 -80 #4 35 -60 #8 25 -50 #30 12-30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures -- Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3.. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2 ps expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. NOTE* CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE- CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF N011FICATION 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. � 'i 11aviv, Policy I I in r C ry' r, The wail k: s�ljb je .t to the requirement- of this pcl,;Icv shall include the production, hauling /delivery, spreading, finishing, compaction and other work necessar Y to prepare foundations install aggregate to bases and insu1l ilf' or Iri��rC Courses of bas =e, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way or roadways, auxiliary anes and asphalt multi -use paths. t� f�is policy sh;�ll be tr +e basis for cc'cepton�;e of the �� ;ark by the City. Failure to adhere to the requirements of this policy y non-acceptance � y p p t s t ,, q p cy may result in of the work or other remedies outlined in this policy. C.. .. ��r r i� ;!ship , rn-u enuols Urid Cuaiity 04' the work completed shall conform to the 2006 Standard Specifications of the Indiana Deportment of Transportation (hereinafter referred to as Standard S ecifications '�x apt '►'iher ti, a'eviatioins ore allov;ed herein, or v; riunra5 ure granted. P �' ':1:' variances D) ►rr; re the r- ifinirY+urn standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. �.' any Plan or othe+- note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. N�othinq ccr+tcined her - +n shail be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging P etitions to appropriate governing ng bodies for variances tt)r rlternati%ves which con be supported by advonces in techrclogy end are approved by other agencies with concurrent jurisdiction. C) Ail ,fork shc'I cGmply with the req +uiremenfs of Section '05.03 of the Standard Specifications. pit �Ur ti +e p " oSPS o poliC'v :'rlEre the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The 'arfr!_I City Engineer, staff of the Depar tnlent of Engineering, other personnel employed by the City f Carmel, or authorized agent(s) that r lre Har'�iif0ft �'c�ur7ty Highway En ir!pQ t' f 1; Y may be retained to represent the City of Carne!. gh y g .r, staff o� the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to reresent I r7iii ter! ' ;c:�;; ty Highway, depending on the location! of the viorlc. !;- Aii91Ci ity of the Engineer over the ';;ark shall be per Secticri 105.01 of the Standard Specifications. -1\ Prior to co, mencing the 'work, reC �r performiriy the work shall contact the Engineer to schedule a pre - construction meeting to review the Engineer's construction requirements, f m y k the Cont t. g q , staf� notification re .uirements, regj rei inspection,: fcr certain stages of the work and to review the authority of the Engineer as it relates to the work. i�) Under no circumstances S-hall work subject to the standards established by this policy commence without obtaining approved construction drawings b the City of Carmel Department of 2) ��� undiictior: 9 Y Y p Engineering. A r,prlroi 1 a i,1 7-nis rr;;rk shall consist of the construction /prepGratiot� of the foundation in accordance with Section 105.03 of the Standard Specifications. B) I. x ovation and FMLbun,kment P '�' Prior 1 �� '�,n' excavation and emban' ' i; Prior to begi,+ Ong knient operations, c1l necesser clearing, grubbing, scalping and topsoil stripping and subsequent backfillin for removed items within the slope stake limits shell be Y 99 9 P9 P PP9 q g performed in occcrdance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. P Y i! ExCGV0ti0i15 1 After excavation operations, oil on and ield'n mare with , �) p ! spongy y ! g material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable P ' ection 203 of the standard Specifications. 9 mrteriel cr~d corn; acted in ecc�ardance with ,. ^ �} Any pir onounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section Q Specifications. P 2 3 of the Standard iii,; Embankments 1l,Emb�ai~kments shall be constructed in accordance with Section 203 of the Standard Specifications. ., p 2; Ali spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. ;�) An .r �ron;;unGeci (�iFnr SSions ih'itnfn the S!Q ^e 1,1, P r e. r st {eke limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitoble material and compacted in occordonce with Section 203 of the Standard Specificatit : ^s prior to embankment operations. (4) Prioi to the construCticn of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in acco 203 of the Standard Specifications. PP p rdance with section (5) Embankments shell be shaped to be we![ drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, vial compacted depth, compaction method and compaction requirements shall be in accordance with Section Specifications. 0 203 of the Standard c L :"Tit ..jubgrades i i) Subgredes sha l Ue prepared only after the instalction of all utilities and subsurface drains indicated on the approved construction documents to be located under the avem`nt are completed. p p eted. Trench bac-k ;)ling word: of these instG!lations shati be in accordance with the City of Carmel Trench Bockfilling specifications. `he subgrade shall be shaped to the required geode and sections, free from all ruts, corrugations, or other irregularities. ii. The subgrade shaill be uniformly prepared, compacted ord approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv" ubgrcdes shall be. inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A accordance ; P P proofroll shot! be conducted in acco� dance with Section 203.2E Of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. ' At the discretion, 0, the Er+ ineer, Subs rare that has •1 g' g� satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prier tc. placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. Paver llt' DJ Existing j � 1r4iHing of existing paverent surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. Localized week areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03 304.05 or 305 of the ' Standard Specifications. Prior to opening milled areas to traffic, the milled areas sha!1 be cleaned of all material, debris and dust resulting from the operation. I ) Wir,ed oreas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in q g Section 306.05 of the Standard Specifications. i ne Contractor shell be responsible: for payment of these liquidated damages. 3) Aggregate Bases A) General i) T his work, shad consist of piocing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. Aggregate -Po Se materiels shall be in accordance with Section 301.02 of the Standard Specifications. r +; The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) the Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. V) A ggregote 19ases shill be constructed or, prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. 8 Temoe,,rolture aid Seoc-)onial Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) froze_+ moteric! shall not be placed. iii) Aggregate Bcses must be placed and pass proof roll prior to November 30 in order to allow paving n accordance with Section 4C iv of ' C) Prep Grati ,n 9 () his policy. i) The prepared foundation sha11 be free from objectionable or foreign materials at the time of placement. ;n e subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade P 9 g ado in accordance with Section 2C(v) of this policy. Unacceptable areal shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) c,, r Ending and Firishl; ng i) The Aggregate Base shail be spread in accordance with Se -tion 301.05 of the Standard Specifications. ii T!se Aggregate Bate shall be compacted in accordance with Section 301.06 of the Standard Specifications. i :l, tii �lt, i A �� .... 1 ,.� 1 ., ubsequent patting courses shai! be paced over the Aggregate Base within 14 calendar days. Aggregate Bases that Jay exposed for a period of time greater than 14 calendar da or ex erience measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional roof r II a requir ed. 9 p s maybe 4) Asphalt Pavement A) General i) This work shall consist of placing one or more ;;curses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance 105.0't SpeCifiCCtiOnS. P P with Section , of the Standard h) HIi!A base, intermediate, or surface mixtures shall be constructed on re ared foundations and to thick ' P P thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. Equipment for HMA operations, including but not limited to production, hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall Standard Specifications, / Y y be in accordance with Section 409 of the Y, Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the some paving season. vi) ride ping operations shall comply with the following: P 9 (1)The outside face of the h excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits oft he widening section. (2) the existing pavement adjacent to the widening area shall be sawcut to a dean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation i) The Aggregate Base shail be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing o this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before an paving operations cp p rig the HMA courses In accordance with Section 3D(iii) of Y P 9 P commence. Ali displacernent or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. k1lilled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. p ohs. Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperu-ture and the temperature of the surface on which it is to be laced is 45'1= 7'C or above. ' There shall be no provision for low temperature compaction allowed b Section 402.16 of the c ( ) The Engineer shall determine the ambient tempe� ature. y Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. Under no circumstances shell H ,!A mixtures be placed between December 15 and March 30. iv) !` a foundation that is to receive one or more courses of base, intermediate, or surface WAA mixtures is placed and determined to be an approved foundation by the City prier to November 30 Placement cif HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C i J contr actor pay fcr the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The q (} of this policy and the paving 9 g e Engineer shall select the construction inspector. .V) If the ambient and foundation, surface temperature complies with the requirements of Section 4C(i) of this olio between April 1 an d foiJn ' ?•� L A policy p d April 15, HMA course shall be allowed to be placed on an approve Bat Cri provided that the pov,ng rontractor pray for the services of a full time construction inspector and who shall act as on authorized agent of the Engineer. The En in i Construction inspe :tor . 9 g g eer shall select the `; ° g' • r reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or h i �!., E:n ,nee, eve , may reSUlt it substandard HkiA placement, spreading and finishing. P 9 / the condition of the subgrade and /or the Aggregate Base D Spreadinq and Finishing ii h1lA courses shall be placed upon an approved foundation or other HMA course b means of la down equipment • Y y qu pment in accordance with Section 409.03(c) of the Standard Specifications. Segregation or flushing or blPeding of HMA mixtures will not be permitted. Corrective action shall be taken to revent continuation of these conditio shall be reproved if directed. P ns. Segregated or flushed or bleeding HMA mixtures All areas chewing en excess or deticiency of binder shall be removed and replaced. IV) All HMA rnixtures that become loose and broken, ,mixed with dirt, or is in any way defective shall be removed and replaced. E) ,points P i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediate) after the mixture y t has been spread and finished. ii) Rollers sholi riot cause undue displacement, cracking, or shoving. 5) inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose k conformance with this policy and the approved construction documents. P p pose of ascertaining that the wore; is m substantial B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established b this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. Y D) Sampling and testing of materials, equipment or construction work, may be required at the expense of the Contractor at the discretion of the Engineer k g for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications ' portion of the work suspected to be non -- compliant or as directed by the Engineer, ,,pplicable to Erie E) Vilhere the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shell be cored and tested at the e e�pens,, of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficient reater than one half inc Or total thickness from the pavement section indicated on the approved construction documents. Y 9 h (1/2) in any course F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under Specifically, l• 9 p their contracts. Specifically, in�pec� ion by the Engineer, or by retained engineers or testing agencies, sha!1 not require theme to assume responsibilities for the approved construction documents, for on misinterpretation of the approved t`ie contractors during construction, or for the means and methods of construction, nor for safety on the job site. Y P PP construction documents by C') V' ark identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of r pod workmanship, use of defective materials, damage through carelessriess, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's P r s expense. rl) I: the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority o cause unacceptable to cou-ce unauthorized work to be removed; and to deduct the costs from any monies due or to become due. y P e �rork to be remedied or removed and replaced; i 'fork done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accords �A.. _ P rice with the instructions provided b the En ineer. 61 p y g' A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with thi construction documents p s policy (except for any variances granted) and the approved B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded fora period ' extended bonding requirement. p greater than three years. The Engineer shall establish the V 0 U Q 0 w V) i C) i cis C° z4z o� � N w° o' 0 0,1S1E No. ' PE19500260 STATE OF : DATE: T 2 HIS DRAWING AND THE DEA 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005) `SHE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 --1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LiS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 0 W co � z a O o° U � �1 w LY � O � N� H a CIO PE-1 a E� � Fn A�� PROJECT NO.: z 1238.044 DRAWN BY: w RDR ALF SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES ': \7233 \044 \dwgs \C901- C9Q2dwg 'ER N: \1238 \044 \dwgs \Tfile1.dwg SHEET NO.: (C S)02 a H � o w 5 0 W co � z a O o° U � �1 w LY � O � N� H a CIO PE-1 a E� � Fn A�� PROJECT NO.: 410/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: GENERAL SPECIFICATIONS DRAWING FILES ': \7233 \044 \dwgs \C901- C9Q2dwg 'ER N: \1238 \044 \dwgs \Tfile1.dwg SHEET NO.: (C S)02 I^ ASSUMED NORTH SCALE: 1"-- 30 ' HALEY MOLEY SAYS DON'T D I G. BLIND "IT 'S THE L CALL 2 'CORKING DAYS BEFORE YOU DIG 1-800-382-55 CALL TOLL FREE PER INDIANA STATE LAW IS--69 -1991. IT IS AGAINST THE LAW TO EXCAVATE W'ITHOUT NOTIFYING THE -UNDERGROUND LOCATION SERVICE TWO (2) DORKING DAYS BEFORE COMMENCING" WORK. PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME Q TY. SIZE cow. _T REMARKS SHADE TREES GB Ginkgo Bilobo Ginkgo 8 2.5" B & B Male only GT Gleditsio triacanthos 'Impcole' Imperial Honeylocust 7 2.5 B & B Sin gl e --Stem GD Gymnoclodus dioicus Kentucky Coffee Tree 7 2.5" T B & B 24" o c LS Liquidombor styrocifluo 'Rotundilobo' Seedless Sweetgum 5 2 5" B & B 30" o. C. ZS Zelkovo serroto Japanese Zelkovo 13 2.5 B & B , UNDERSTORY TREES AC Amelonchier canadensis Shadblow Servrceberry 12 6' B & B kfulti —Stem AG A m elan ch ier gran d i flora 'Robin Hill' Robin Hill Serviceb erry 8 6' B 8c B Sin gl e --Stem CC Cercis canadensis Redbud 11 1.5" B & B 24" o c CF Corn us floridia Flowering Dogi,iood 3 1.5 B & B 30" o. C. CK Cornus kousa Japanese Dogwood 117 24 1.5 B & B I CA Clodrostis ken tukeo American Yellowwood 1 2.5" B & B 30" o. C. 30" o. C. Cl Crotoegus crus —golli inermis Thornless Cockspur hawthorn 6 1.5 B & B 30'' o. Cl PC Prunus virginiano 'Canada Red Select' Canada Red Select Cherry 14 1.5 B & B 24'" 0. C. PS Pyrus calleryono 'Cleveland Select' Cleveland Select Pear 1 19 1.5 B & B 18" 0. C. SR Syringe reticulate 'Ivory Silk' 1 vory Silk Tree Lilac 1 3 1.5" B & B 24" o.c. SHRUBS + EVERGREEN"' TREES AB Abelia x grandiflora nano' Compact Glossy Ablelio 56 1 18" B & B 24" o. c. 24" o c AP Andromeda pol i fol is Bog — rosemary 54 18 B & B t24 "' 0. C. , AM Aronia melonocarpo Black Chokeberry 33 ' 24" R B & B 24" o c BM Buxus microphy to 'Green Velvet Green Velvet Boxwood 124 24 B & B 30" o. C. BK Berberis koreano Korean Barberry 65 24 B & B I CY Cal yconthus floridus Carolina Allspice 16 24" B & B 30" o. C. 30" o. C. CL HS Clethro alnofolio Hibiscus syriacus Summersweet Clethro Rose of Sharon 73 21 24" 24" B &- B B & B 30'' o. Cl HA Hydrangea orborescens 'Annabelle' Annabelle Hydrangea 26 24" B & B 24'" 0. C. HQ Hydrangea quercifolia Ookleof Hydrangea 29 24" B & B 18" 0. C. lG Ilex globro 'Compacto' Compact inkberry 49 24 B & B 24" o.c. IV ilex verticill o to Win terberry 103 2 4" B& B 24" o, C. JA Juniperus chinensis 'Armstronyi' Armstrong Juniper 89 24" B & B 18" c. C. JC Juniperus chinensis 'Sea Green' Sea Green Juniper 79 24 B &° B 12" o. c. 36" o. c. 24" o. c. 24" o. c. KJ MP Kerrie japonica Myrica pensyf vanico Japanese Kerrie Northern Bayberry 58 93 24" 24" B & B B &f B 24" o. c. PO PM Piceo omorika Pieris floribunda Serbian Spruce Moun toin Pieris 14 34 6' 24 B & B B & B RN RT Rhododendron x 'Northern Lights' Rhododendron x 'Toucan' Northern lights Azalea Toucan Azalea 40 17 24 24 B & B B & B RR Rosa 'Rad yod' Blushing Knock Ou t Rose 25 24 B & B SB SL Spiraea x bumoldo 'Anthony Woterer' Spiraea x bumolda 'Little Princess Anthony Water °r Spired Little Princess Spirea 120 47 24" 24" B & B B & B SM SP Syringe meyeri 'Polibin' Syringe potulo 'Miss Kim' Dwarf Korean Lilac Miss Kim Lila: 66 60 24 24 B & B B & 13 TO Thu ja occiden talis 'Wood wordii' Wood ward Globe Cedar 43 24 B & B VB Viburnum x burkwoodii Burkwood Viburnum 43 24 B & B VC Viburnum carlesii 'Compoctum' Compact Korean Spice Viburnum 62 24 B & e WF Weigelo florido 'Pink Princess' Pink Princess Weigela 93 24" B & B GROUNDCOVER -I- PERENNIALS AT AN Anemone tomen toso 'Robustissimo' Aster novae— ongliae 'Purple Dome' Anemone Purple Dome Aster 113 --- j 1 12" --�— 12" 1 Gat. 1 Gal 24" o. c. 24" o c CG Coreopsis grandiflora 'Sunray' Sunray Coreopsis a6 12" 1 Gal. t24 "' 0. C. , CR Coreopsis roseo Pink Coreopsis 104 12'' 1 Gal 24" o c EP Echinoceo purpureo Purple Coneflower 199 18" 2 Gal, 30" o. C. GS Geranium songuineum Geranium 58 12" 1 Gal. 24" o. C. HB HD Hem erocollis 'Bi tsy' Hemerocollis x 'Stella de Oro' Bi tsy Doyl it y Stella de Oro Do ily 126 34 18" 18" 2 Gal. 2 Gal. 30" o. C. 30" o. C. IB Iris sibirica 'Butter and Sugar' Siberian Iris 132 18" 2 Gal. 30'' o. Cl IC Iris sibirica 'Ceosor's Brother' Siberian Iris 78 12" 1 Gal. 24'" 0. C. LM Lamium maculotum 'Chequers' Creeping Lamium 48 12 1 Gal. 18" 0. C. LA Leuconthemilm x superbum 'Alaska' Alaska Shasta Daisy 142 12" 1 Gal. 24" o.c. LB Liatris spicata 'Kobold' Blazing Star 168 12" 1 Gal. 24" o, C. L V Liriope muscori 'Vari ate' Vari ated Lit urf 134 12 1 Gal. 18" c. C. MS PA PP RF Myosotis sy1 votico 'Snowsyl va' Perovskia otriplicifolia Phlox poniculoto 'Bright Eyes' Rudbeckio fulgido 'Gol dstrum' Forget —me —not Russian Sage Summer Phlox Black Eyed Susan 210 74 88 38 6" 18" 12" 12" 2 Qu. 2 Gol. 1 Gal. 1 Gal. 12" o. c. 36" o. c. 24" o. c. 24" o. c. VA TVeronica alpina 'Goodness Grows' Speedwell 155 12" 1 Gal. 24" o. c. Fes-• Lei.] O U W 0 LU V) w LO i CD Q o cn � � N W c> 1a e fj .y d�yc yC'• Jas ♦ ♦. ._.>:. a :: Y e ', e ♦ �i _ . +o • o f Jt C (: y "Y 41 V 941 Ibfi 10 �4 oVF�lidOiiii�UD���oy y DATE: THIS DRAINING AND TH I D E S, 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} THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 --1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services G1 * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 0 co � Q 0 o� � w o � � I E4 o � w Ea+ DATE: PROJECT NO.: z DRAWN BY: W ZAB H� :21 LANDSCAPE PLAN I . \1238 \044 \dwgs \L101— L901:dwg .EF: N: \1238 \044 \dwgs \044bs.dwg a ER N: \1238 \044 \dwgs \Ti t'e1.dwg MER N: \1238 \6001 \dwgs \12386001e.dwg F XREF. N: \1238 \6001 \dwgs \6001— BS.dwg REEF: N: \1238 \6003 \dwgs \6003— BS.dwg SHEET NO.: mono � � o 5 0 co � Q 0 o� � w o � � I E4 o � w Ea+ DATE: PROJECT NO.: 10/31/05 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE PLAN DRAVING FILES: . \1238 \044 \dwgs \L101— L901:dwg .EF: N: \1238 \044 \dwgs \044bs.dwg ER N: \1238 \T0P0 \0o21.dwg ER N: \1238 \044 \dwgs \Ti t'e1.dwg MER N: \1238 \6001 \dwgs \12386001e.dwg EF: S: \5k \5471 \001 \dwgs \5471001bs.dwg XREF. N: \1238 \6001 \dwgs \6001— BS.dwg REEF: N: \1238 \6003 \dwgs \6003— BS.dwg SHEET NO.: i T ASSUMED NORTH SCALE: 1 "= 30 ' HOLEY MOUEY 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 `MTHOUT N01IF "flNG THE UNDERGROUND LOCATION SERMCE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PLANT SCHEDULE KE Y:j BOTANICAL NAME COMMON NAME 0 7Y. SIZE COND. REMARKS SHADE TREES GB Ginkgo Bilobo Ginkgo 8 2.5 B & B Male only GT Gleditsio trioconthos 2Impcole' Imperial Honey ocust 7 2.5 B & B 11 GD Gymnoclodus dioicus Kentucky Coffee Tree f 7 2 +5" T B &B 3 LS Liquidombor styrocifluo 'Rotundilobo' Seedless Sweetgum 5 2.5 B & B 24 ZS Zelko vo serro to Japanese Zelko va 13 2.5 B & B 17 UNDERSTORY TREES AC Amelanchier conadensis Shadblow Serviceberry 12 8 6' 6 B & 8 B & B ,Multi —S'tern Single—Stem AG Amelanchier gran d i fl ore 'Rob in Hill' Robin Hill Serviceberry CC Cercis conadensis Redbud 11 1.5" B & B Black Chokeberry CF Cornus floridio Flowering Doge ood 3 1.5" B & B Green Velvet Boxwood CK Cornus kousa Japanese Dogwood 24 1.5" B & B Korean Barberry CA Clodrastis kentukea American Yellowwood 17 2.5" B & B Carolina Allspice Cl Crotoegus crus —golli inermis Thornless Cockspur Hawthorn 6 1.5" B & B Summersweet Clethro PC Prunus virginione 'Canada Red Select' Conado Red Select Cherry 14 1.5" B & B Rose of Sharon PS Pyrus colleryona 'Cleveland Select' Cleveland Select Fear 19 1.5" B & B Annabelle Hydrangea SR Syringe reticulate 'I vory Silk' Tlvory Silk Tree Lilac 3 i.5" B & 8 Ookleof Hydrangea SHRUBS -I- EVERGREEN TREES AB Abelia x grandifloro nano' Compact Glosfy Ablelia 56 18" B &B 24" o. C. AP Andromeda polifolia Bog— rosemary 54 18" B & B , AM Aronio melanocorpo Black Chokeberry 33 24" B & B 124 " o, C. BM Buxus microphylla 'Green Velvet' Green Velvet Boxwood 124 24" B & B ' 24" o. c. I BK Berberis koreono Korean Barberry 65 24" B & B 39" o. c. CY Cal ycon th us floridus Carolina Allspice 16 24" B & B 24" o. C. CL Ciethro alnofolio Summersweet Clethro ; 3 24 B & B 30" o. c. HS Hibiscus syriocus Rose of Sharon 21 24" B & B 30" o. c. HA Hydrangea orborescens 'Annabelle' Annabelle Hydrangea 26 24" B & B 30" o. c. HQ Hydrangea quercifolia Ookleof Hydrangea 29 24" B & B 124 " o. C. iG Ilex glabra 'Compocto' Compact inkberry 49 24" B & B 18" 0. C. IV Ilex verticill a to Win terberry 103 24" B & B 24" o. c. JA Juniperus chinensis 'Armstrongii' Armstrong Juniper 89 24" B & B 24" o. c. JC Juniperus chinensis 'Sea Green' Sea Green Juniper 79 24 B & B 118 0. C, KJ Kerrie joponica Japanese Kerrie 58 24" B & B 12" o.c. MP Myrico pensyl vanica Northern Bayberry 93 24" B & B 36" o. C. PO Picea omoriko Serbian Spruce 14 6' B & B 24" o. c. PM Pieris floribunda Moun Lain Pieris 34 24 B & B 24" o. c. RN Rhododendron x 'Northern Lights' Northern lights Azalea 40 24" B & B 24" o. c. R Rhododendron x 'Toucan' Toucan Azalea 17 24" B & B RR Rosa 'Rod od' Blushing Knock Out Rose 25 24" B & 8 SB Spiraea x bumoldo 'Anthony Waterer' Anthony VVoterer Spirea 120 24" B & B SL Spiraea x bumoldo 'Little Princess' Little Princess Spirea 47 1 24" ` B & B SM Syringe meyeri 'Polibin' Dwarf Korean Lilac 66 24" B & B SP TO Syringe patula 'Miss Kim' Thuja occidentolis 'Woodwardil' Miss Kim Lilac Woodward Globe Cedar 60 i 43 24" 24" Bar B B & B VB Viburnum x burkwoodil Burkwood Viburnum 43 24 -" B & 8 VC Viburnum corlesil 'Compoctum' Compact Korean Spice Viburnum j 62 24" B & B WF Weigela florido 'Pink Princess' Pink Princess Weigela 93 24" B & B GROUNDCOVER -h PERENNIALS A T Anemone tomentosa 'Robustissima' Anemone 113 12" 1 Gal. 24" o. C. AN Aster novae— ongliae 'Purple Dome' Purple Dome Aster —w- 12" •1 Gal, i 24" o. c. CG Coreopsis grandifloro 'Sunray' Sunray Coreopsis 66 12" 1 Gal. 124 " o, C. CR Coreopsis roseo Pink Coreopsis 104 12" 1 Gal. ' 24" o. c. I EP Echinoceo purpureo Purple Coneflower 199 18" 2 Gal, 39" o. c. GS Geranium songuineum Geranium 58 12" 1 Gal 24" o. C. HB Hem erocollis 'Bi tsy' Bitsy Doyl it y 126 18" 2 Gal. 30" o. c. HD Hem erocoliis x 'Stella de Oro' Stella de Oro Dayl it y 34 18" 2 Gal. 30" o. c. IB iris sibirico 'Butter and Sugar' Siberian Iris 132 18" 2 Gal. 30" o. c. IC Iris sibirico 'Censor's Brother' Siberian Iris 78 12" 1 Gal. 124 " o. C. LM Lamium moculotum 'Chequers' Creeping Lam um 48 I 12" 1 Got. 18" 0. C. LA Leuconthemum x superbum 'Alaska' Alaska Shasta Daisy 142 12" 1 Gal. 24" o. c. 1_B Liatris spicato 'Kobold' Blazing Star 168 i2" 1 Gol. 24" o. c. LV Liriope muscari 'Vari ate' Vars aced Lsiyturf 1 , 32" 1 Gal. 118 0. C, MS Myosotis sylvotico 'Snowsylvo' Forget —me —not 210 6" 2 Qu. 12" o.c. PA Perovskia atriplicifolia Russian Sage 74 18" 2 Gal. 36" o. C. PP Phlox paniculoto 'Bright Eyes' Summer Phlox 88 12" 1 Gal, 24" o. c. RF Rudbeckio ful gido 'Gol dstrum' Black Eyed Susan 38 12" 1 Gal. 24" o. c. VA Veronica olpino 'Goodness Grows' Speedwell 155 12" 1 Gal. 24" o. c. Z W Q j w oc I o� �o N LJ l O rk r•., :tie �;�.. ^�. °, 1:`y;, r•,: �J`_c�,• r' a,� Y • .•. �. � ; w 11 es :I�1 0 a lYi t J c� Win, yl • ti^ � _ w S li`� 1 E 0 �- P�e� � +a �' r- �• •• v q • �� � NO A DATE: ��149 1 � 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) 3 -dk THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 3.17.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services G I S * LI S Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: z 1238.044 o `Y' CHECKED BY: ZAB W W � z PLAN DRAWING FILES: ': \1238\044 \dwgs \L10i— L901.dwg ff: t1: \1238 \044 \dwgs \044bs.dwg .EF: N: \1238 \T0P0\Ca21.dwg ER N: \1238 \044 \dwgs \TMe1.dwg ff: N:\1238\6001\dwgs\12386001e.dwg EF: S : \5k \5471 \001 \dwgs \5471001bs.dwg EF: N: \1238 \6001 \dwgs \6001— BS.dwg REF: N: \1238 \6003 \dwgs \6Q03-- BS.dwg SHEET NO.: (02 c!? O I I--- -� O E-4 °rte 5 E, C\2 rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: ': \1238\044 \dwgs \L10i— L901.dwg ff: t1: \1238 \044 \dwgs \044bs.dwg .EF: N: \1238 \T0P0\Ca21.dwg ER N: \1238 \044 \dwgs \TMe1.dwg ff: N:\1238\6001\dwgs\12386001e.dwg EF: S : \5k \5471 \001 \dwgs \5471001bs.dwg EF: N: \1238 \6001 \dwgs \6001— BS.dwg REF: N: \1238 \6003 \dwgs \6Q03-- BS.dwg SHEET NO.: (02 DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL PROJECT NO.: Z OF THE LANDSCAPE ARCHITECT CQ O C� CHECKED BY: SEE STAKING DETAIL (2 5 3 w w 1,8!}1 L801 LBOt DETAILS rz, WRAP TREE TRUNKS ONLY UPON THE �� ff: N: \1238 \044 \dwgs \Title1.dwg APPROVAL OF THE LANDSCAPE ARCHITECT. ff: S:\5k\5471\001\dwgs\5471DOlbsdwg SEE WRAPPING DETAIL e t,eot "ff: N: \1238 \6003 \dwgs \6003— BS.dwg MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER o EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK Q MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 MM (6 FT.) DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25 -50 MM (1 -2 IN. ED BALL WITH SOIL. HIGHER IN SLOWLY DRAINING SOILS '1 200 MM (8 IN.) 75 MM (3 IN. ) MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, IYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." 100 MM (4 IN.) HIGH EARTH SAUCER (- BEYOND EDGE OF ROOT BALL. II ( II REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. TREE PLANTING DETAIL FOR B &B IN ALL SOIL TYPES LSO1 SCALE: NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN AN 8' SQUARE OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TWO -WAI SHEETIN( MATERIAL FLARE T, B!ODEGR PLASTIC APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. OPTION 1 OPTION 2 ABRIC TREE WRAP APPLIED FROM TO FIRST BRANCH. WRAP PAPER TTOM UP WITH SUFFICIENT OVERLAP BARK. E TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. 4 TREE WRAPPING DETAIL LOUT SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 113 OF ROOTBALL 3" SAUCER FILLED WITH SHREDDED - BARK MULCH EXTENDED 6" FROM PIT BACKFILL PER SPECIFICATIONS SHRUB DETAIL L$01 SCALE: NOT TO SCALE o � '�c✓ -• W U 12" MIN. FINISH GRADE EXISTING SUBSOIL OR COMPACTED BACKFILL WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR CJ TWIST WIRE TO TIGHTEN, 3- 240x40MM(1.I HARDWOOD STAKES OR APPROVED STAKE MATEF ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. J THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER; THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. 2 TREE STAKING DETAIL, TREES 3" CALIPER OR LESS L801 SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE bVVRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR C+ TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREI 150 MM (6 IN.) CALIPE 750 MM (30 IN.) LONI WOOD STAKE. ALL STAKES SHALL BE THE EDGE OF THE ROOT BALL. SING OR OTHER VISUAL ACH WIRE. NAL METAL DRIVE ANCHORS, LLED PER N ANUFACTURERS TIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE .AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS T0, OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. 5 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER L801 SCALE: NOT TO SCALE 6" VARIES cn Q 0 0 TYPICAL SPACING 3" SHREDDED BARK MULCH FINISH GRADE � TV BACKFILL PER SPECIFICATIONS r"�I { —�--r, r1.- �frt�itl t c-�I r r��'I Eii r'1 EXISTING SUBSOIL OR nT r COMPAC,IED BACKFILL r.,r1h '4h 9 t 3,..� .:� ! c ,i i• - + o 3 .11 J r -< 1 i GROUNDCOVER DETAIL L801 SCALE: NOT TO SCALE ROOT—BALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN, 4" HIGH EAR {H SAUCER NOTE: LOCATE I STAKE DIRECTLY 50J1H W-EST OF TREE TRUNK PLAN VIEW 3 TREE STAKING DETAIL L801 SCALE: NOT TO SCALE NOTE: FOR DETAILED REC RELATED TO THE PLANTII` IN THE IMPROVED SOIL, ' "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT FRESSU<<-- SO THAT ROOT BALL DOES NOT SHIFT. HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE THE ROOT BALL DIAMETER ILL WITH EXISTING SOIL. }Y LOAM SOILS, ADD 20% r VOLUME COMPOSTED MATERIAL TO THE EXISTING _OPE ON SIDES OF NG HOLE. AVATED OR ACTED MOUND UNULR THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF 51_ i � EEN 15 TO 27 %: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIO�JS NAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY FARTICLES VflTH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR !vA.SSNE_ THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO `DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT 1NI POOR SOIL CONDITIONS. rTN SOIL IMPROVEMENT DETAIL LSO1 SCALE: NOT TO SCALE NOTE: TREES PLANTED IN NON RESTRICTED SOM CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TRZE IS A ML%Mr. rbi OF 500 SQUARE FEET. 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE WOODEN STAKES — PER SPECIFICATIONS (TYP. OF 3) 3" SHREDDED HARDWOOD BARK MULCH EXTENDED 6" BEYOND PIT (6' DIA. MIN.) DO NOT COVER TREE TRUNK 3" SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET(IF APPLICABLE) EXCAVATE HOLE AND BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED BACKFILL EVERGREEN TREE DETAIL L�02 SCALE: NOT TO SCALE ASSUMED NORTH SCALE: 1 "= 20 ' " DON'T SIG BLIND" AW CALL 2 WORKING DAYS BEFORE YOU � ,DIG 1-800-382 r•+5 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WTHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. W C) U u Q w a p W (Ji I 0 z i zM0 :n � N L.Li O tj otli DATE: /C04 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. (200; THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: Z 1238.044 CQ O C� CHECKED BY: ZAB w w LANDSCAPE DETAILS DRAWING FILES: : \1238 \044 \dwgs \L101— L901.dwg ff: N: \1238 \044 \dwgs \044bs.dwg ff: N: \1238 \TOPO \Ca21.dwg ff: N: \1238 \044 \dwgs \Title1.dwg ff: N: \1238 \6001 \dw9s \12386001e.dwg ff: S:\5k\5471\001\dwgs\5471DOlbsdwg EF. N: \1238 \6001 \dwgs \6001— BS.dwg "ff: N: \1238 \6003 \dwgs \6003— BS.dwg CD o CD U Q Ca.- o , E4 O E—a Tn � E4 C\2 DATE: PROJECT NO.: 10/31/05 1238.044 DRAV1t4 BY: CHECKED BY: ZAB ALF SH EET TI TLE: LANDSCAPE DETAILS DRAWING FILES: : \1238 \044 \dwgs \L101— L901.dwg ff: N: \1238 \044 \dwgs \044bs.dwg ff: N: \1238 \TOPO \Ca21.dwg ff: N: \1238 \044 \dwgs \Title1.dwg ff: N: \1238 \6001 \dw9s \12386001e.dwg ff: S:\5k\5471\001\dwgs\5471DOlbsdwg EF. N: \1238 \6001 \dwgs \6001— BS.dwg "ff: N: \1238 \6003 \dwgs \6003— BS.dwg SHEET NO.: LANDSCAPING PART 1 - GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including Conditions, Specification Sections, apply to this Section. 1.02 Summary A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. 5. Excavating and backfilling for trees, shrubs, ground covers and plants. 6. Removal of all rock encountered while installing drainage pits. 7. Placement of satisfactory fill and topsoil and final grading shown on drawings. 8. Topsoil and soil amendments. 9. Fertilizers and mulches. 10. Stakes and guys. 11. Initial maintenance of landscape materials. B. Description: This work shall consist of furnishing, transporting, and installing all plants or other materials required for: 1. The establishment of landscape plantings community. 2. Post - planting maintenance until released by the Owner. An inspection will be conducted within one year of substantial completion. The Owner reserves the right to withhold the final 10% of contract amount until final acceptance inspection for complete job. 3. All remedial operations required to fulfill Contractor's obligations of these Specifications, the plans or as reasonably directed by the Owner. 4. Provide all exterior planting as shown on the drawings or inferable therefrom and /or as specified in accordance with the requirements of the Contract Documents. 5. These specifications include standards necessary for and incidental to the execution and completion of planting, including hauling and spreading of topsoil, and finished grading as indicated on the prepared drawings and specified herein. 6. Protection of existing features. During construction, protect all existing trees, shrubs, and other specified vegetation, site features and improvements, structures, and utilities specified herein and /or on submitted drawings. Removal or destruction of existing plantings is prohibited unless specifically authorized by the Owner. 1.03 Applicable Standards: A. American National Standards for Tree Care Operations, ANSI A300. American National Standards Institute, 11 West 42nd Street, New York, NY 10036. B. American Standard for Nursery Stock, ANSI 260.1, American Nursery and Landscape Association, 1250 Eye Street, NW, Suite 500, Washington, D.C. 20005. C. Hortus Third, The Staff of the L.H. Bailey Hortorium. 1976. MacMillon Publishing Co., New York. D. All standards shall include the latest additions and amendments as of the date of advertisement for bids. 1.03 Submittals: Submit the following unless directed otherwise by Landscape Architect or Owner: A. General: Submit each item in this Article according to the Conditions of the Contract Specification Sections. B. Product certificates signed by manufacturers certifying that their products comply with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. C. Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with names and addresses, names and address of architects and owners, and other information specified. D. Submit name of wholesale nursery source for plants within bid package. include nursery phone numbers so that availability can be checked. Contractor may be required to provide updated plant source information as the project progresses. Sources with similar soil types and climate are desirable. Sources south of USDA Zone 5 will not be accepted. E. Planting schedule indicating anticipated dates and locations for each type of planting. F. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiration of required maintenance periods. 1.05 Quality Assurance: A. Installer Qualifications: Engage an experienced installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful landscape establishment. 1. Installer's Field Supervision: Require installer to maintain an experienced full -time supervisor on the Project site during times that landscaping is in progress. B. Source Quality Control: 1. General: A Certificate of Nursery inspection from each State Department of Agriculture from which plants originate and /or a dated, current year Indiana Department of Natural Resources Nursery Dealer Certificate. The nursery must verify whether or not they are under a Gypsy Moth Compliance Agreement between the DNR and the United States Department of Agriculture or under an MA Japanese Beetle Quarantine. All plant material sh i pped from nursery vendors subject to quarantines must be accompanied by a 1997 Certificate of Compliance for gypsy moth and /or Japanese Beetle. To determine if vendors are subject to quarantines, call the DNR supervisor of Plant Regulatory Services. 2. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock." Provide healthy, vigorous stock grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun - scald, injuries, abrasions or disfigurement. 3. Do not make substitutions. If specified landscape material is not obtainable, submit proof' of non - availability to Landscape Architect, together with proposal for use of equivalent material prior to bid submittal. 4. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. 5. Inspection: The Landscape Architect /Owner may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. C. Measurements: Measure trees and shrubs according to ANZI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches (150 m) above ground for trees up to 4 inch (100 mm) caliper size, and 12 inches (300 mm) above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. 1.5 Delivery, Storage, and Handling: A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Sod: Harvest, deliver, store, and handle sod according to the requirements of the American Sod Producers Association's (ASPA) "Specifications for Turfgross Sod Materials and Transplanting /Installing." Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. C. Tress and Shrubs: Deliver freshly dug trees and shrubs. Do not prune before delivery, except as approved by Landscape Architect. Protect bark, branches, and root systems from sun - scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. D. Handle balled and burlapped and contciner stock by the root ball. E. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been completed and install immediately. If planting is delayed more than 6 hours after delivery, set planting materials in shade, protect from weather and mechanical damage, and keep roots moist. Do not deliver more plant material than can be planted in one day. If planting is delayed more than 6 hours: 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root systems of trees and shrubs stored on site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.06 Project Conditions: A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage ,onditions, or obstructions, notify Landscape Architect before planting. 1.07 Coordination and Scheduling: A. Planting Time: Proceed with and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. 1. Plant or install materials only widen ground and backfill is not frozen. 2. Correlate planting with specified maintenance periods to provide maintenance from date of substantial completion. 3. Install plant material between Much and June and /or between September and December (whichever contract allows). B. Coordination with Dirt Contractor: Plant trees and shrubs after final grades ere established and prior to planting of lawns, unless otherwise acceptable to a Landscape Architect /Owner. 1.08 Warranty. A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one year after date of Final Completion, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractor's control. 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. C. Remove and replace dead planting materials immediately unless required to plant in the succeeding planting season. D. Replace planting materials that are more than 25 percent (25 %) dead or in an unhealthy condition at end of warranty period. E. A limit of one replacement of each plant material will be required, except for losses or replacement due to failure to comply with requirements. 1.09 Tree and Shrub Maintenance: A. Maintain trees cnd shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period: 1. Maintenance Period: 12 months following Substantial Completion. Maintenance should occur on a semi - monthly basis. 1.10 Ground Cover and Plant Maintenance: A. Maintain gror,nd cover and plants by watering, weeding, fertilizing, and other operations as r(quired to establish healthy, viable plantings for the following period: 1. Maintenance Feriod: 12 months following Substantial Completion. Maintenance should occur on a semi - monthly basis. Watering shall be coordinated with Owner. PART 2 - PRODUCTS 2.01 Plants: A. Plants shall be true to species and variety specified and nursery -grown in accordance with good horticultural practices under climatic conditions similar to those in the locality of the project for at least two years. They shall have been freshly dug (during the most recent favorable harvest season). 1. All plant names and descriptions shatl be as defined in Hortus Third. 2. All plants shall be grown and harvested in accordance with the American Standard for Nursery Stock. 3. Unless approved by the Landscape Architect, plants shall have been grown at a latitude not more than 200 miles (325 km) north or south of the latitude of the project unless the provenance of the plant can be documented to be compatible with the latitude and cold hardiness zone of the planting location. B. Unless specifically noted, all plants shall be of specimen quality, exceptionally heavy, symmetrical, and so trained or favored in development and appearance as to be unquestionably and outstandingly superior in form, compactness and symmetry. They shall be sound, healthy, vigorous, well branched, and densely foliated when in leaf; free of disease and insects, eggs, or larvae; and shall have healthy, well - developed root systems. They shall be free from physical damage or other conditions that would prevent vigorous growth. 1. Trees with multiple leaders, unless specified, will be rejected. Trees with a damaged or crooked leader, bark abrasions, sun - scald, disfiguring knots, insect damage, or cuts of limbs over ? in. (20 mm) in diameter that are not completely closed will be rejected. C. Plants shall conform to the measurements specified, except that plants larger than those specified may be used if approved by the Landscape Architect. Use of larger plants shall not increase the contract price. If larger plants ore approved, the root ball shall be increased in proportion to the size of the plant. 1. Caliper measurements shall be taken on the trunk 6 in. (150 mm) above the natural ground line for trees up to onJ including 4 in. (100 mm) in caliper, and 12 in. (300 mm) above the natural ground line for trees over 4 in. (100 mm) in caliper. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to branch tip. Plants shall be measured when branches are in their normal position. If a range of sizes is given, no plant shall be less than the minimum size, and no less than 50 percent (50 %) of the plans shall be as large as the maximum size specified. Measurements specified are minimum sizes acceptable after pruning, where pruning is required. Plants that meet measurements but do not possess a standard relationship between height and spread, according to the American Standard for Nursery Stock, shall be rejected. D. Substitutions of plant materials will not be permitted unless authorized in writing by the Landscape Architect. If proof is submitted in writing that a plant specified is not obtainable, consideration will be given to the nearest available size or similar variety, with a corresponding adjustment of the contract price. E. The plant list at the end of this section , or on the drawing, is for the Contractor's information only, and no guarantee is expressed or implied that quantities therein are correct or that the list is complete. The Contractor shall ensure that all plant materials shown on the drawings are included in his or her bid. F. All plans shall be iobeled by plant name. Labels shall be attached securely to all plants, and containers of plant materials when delivered. Plant labels shall be durable and legible, with information given in weather - resistant ink or embossed process lettering. G. Selection and Togging: 1. Plants shall be subject to inspection for conformity to specification requirements and approval by the Landscape Architect at their place of growth and upon delivery. Such approval shall not impair the right of inspection and rejection during progress of the work. 2. A written request for the inspection of plant material at their place of growth shall be submitted to the Landscape Architect at least ten (10) calendar days prior to digging. This request shall state the place of growth and the quantity of plants to be inspected. The Landscape Architect may refuse inspection at this time if, in his or her judgment, sufficient quantities of plants are not available for inspection. 3. All plants shall be selected and togged by the Landscape ,rchitect ,)t t`ie'r place of growth. For distant material, photographs may be submittC [01- cry -, rsnection review. 4. Ali field grown deciduous trees shall be marked to indicatethe tree; north orientation in the nursery. Place a 1 in. diameter spot of wrte paint onto the north side of the tree trunk within the bottom 12 inches of the tru.i<. H. Anti-Desiccants: 1. Anti- desiccants, if specified, are to be applied to plants iri full leaf immediately before digging or as required by the Landscape Architect. Aifl- desiccants are to be sprayed so that all !eaves and branches are :covered with a Continuous protective film. 2. Anti- desiccant: shall be an emulsion specifically manufactured for Cgriculturol use, which provides a protective film over plant surfaces. A.ni- desiccants shall be delivered in containers of the manufacturer and shall be mixe according to the manufacturer's directions. Submit manufacturer literature for sp,pro,a. 1. Balled and Burlapped (B &B) Plant Materials: 1. Trees designated B &B shall be properly dug with firm, notu -il bails of soil retaining as many fibrous roots as possible, in sizes and shops as specified in the American Standard for Nursery Stock. Balls shall be firmly wrapped with nonsynthetic, rottable burlap and secured iit bails ::rid heavy, nonsynthetic, rottable twine. The root collar shall be apparen- of surface of hall. Trees with loose, broken, processed, or manufactured root ball; wid not be acceptable, except with special written approval before plantinc J. Container Plants: 1. Plants grown in containers shall be of appropriate size for he contciner as specified in the most recent edition of the American standard for i,Nursery Stock and be free of circling roots on the exterior and interior of the rot ball. 1. Container plants shall have been grown in the container Ion enough to have established roots throughout the growing medium. K. Bareroot and Collected Plants: 1. Plants designated as bareroot or collected plants shall conf(lnm to the American Standard for Nursery Stock. 2. Bareroot material shall not be dug or installed after bud br;;;k or befor,7 dormancy. L. Immediately after harvesting plants, protect from drying cnd damage U.,-,till ship-)-d and delivered to the planting site. Rootballs shall be checked regularly cr:11 ,vvotered sufficiently to maintain root viability. M. Transportation and Storage cf Plant Material; 1. Branches shall be tied with rope or twine only, and in such u r runner t',ot no damage will occur to the bark or branches. 2. During transportation of plant material, the Contractor shall ex rci -�e acre to prevent injury and drying out of the trees. Should the roots L� bried o�.jt, large branches broken, balls of earth broken or loosened, or areas of bark tole, the Landscape Architect may reject the injured tree's) and order 'L ,emn repi Iced ct no additional cost to the Owner. Ail loads of plants shat! be covered at e!! times with tarpaulin or canvas. Loads that are not protected will be rejec}e�d. 3. All 11 stock sent from the storage facility shall be adequately cc,vered vrith wet soil, scv�dust, woodchips, moss, peat, straw, hay, or other acceptcble moisture - holding medium, and shall be covered with a tarpoulin or ccim,cs. Loads that acre not protected in the above manner may be rejected. 4. Plants must be protected at all times from sun or drying winds. T'rlose that cannot be planted immediately on delivery shall be kept in the shc',de, vr°il protected with soil, wet mulch or other acceptable material, and kept well watered. Plants shall not remain unplanted any longer than three (3) days after de!iv ry. Plants shall not be bound with wire or rope at any time so as to damage the bark or break branches. Plants shall be lifted and handled with suitable support of the soil bail to avoid damaging it. N. Mechanized Tree Spode Requirements: 1. Trees may be moved and planted with an approved mechanical tree spode. The tree spade shall move trees limited to the maximum size for a similar BBB root -ball diameter according to the American Standard for Nursery Stock cr the manufacturer's maximum size recommendation for the tree spa -' =: beinq used, whichever is smaller. The machine shall be approved by the Lc, '�-z. :cpe Architect prior to use. Trees shall be planted at the designated locations in the manner shown in the plans and in accordance with applicable sections of the specifications. 2.02 Tree and Shrub Material: A. General: Furnish nursery -grown trees and shrubs conformer_ to !?NS! Z601, with healthy root systems developed by transplanting or root pruning. Provide well- shaped, fu'ly- branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun- scald, injuries, abrasions, and disfigurement. 1. Soil balls shall not be broken or loose. if, when pulled, the stem or crown moves and the ball does not, the plant will be rejected. 2. The root flare should be at the soil line on top of the ball. The plant was planted) too deep if you see the root flare deeper inside the ball with most of the roots near the bottom of the ball. If the uppermost roots are more than � 4 inches below the top of the soil ball, the plant will be rejected. 3. Measure the width and depth of the root ball. Root systems must be in balance with the top of the plant. The roots must be of sufficient size to support the top of the plant. 4. Plants must have a balanced root system that is well distributed and not one - sided, circling or girdling. 5. Buds on plants (if visible) should be full, moist, and green inside when split apart. 6. Trees must have a defined central leader (leader) with a minimum of eight branches radiating to all sides of the tree. The tree is acceptable if it can be pruned to a center leader. 7. Minimum Tree Bail Requirement Size: Spode 'Size (D= Diameter); Deciduous Shade Trees (C= Caliper); Evergreen Trees (H= Height) D =34" C =25" D =38" C =3.0" D =44" C =35" D =48" C =4.0" D =28" H =6 ft. D =30" H---/7 ft. D =44" H =12 ft. D =48" H =13 ft. D =48" H =14 ft. D =52" H =15 ft. 8. Container plants are to grow in containers for a minimum of 90 days prior to delivery. • 9. Roots must fill the soil ball of the container grown plant. 10. Root bound plants will be rejected. B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Landscape Architect, with a proportionate increase ,in size of roots or balls. 1. In size grading B &B trees, caliper shall take precedence over height. Where a minimum and maximum size (i.e. size range) is specified the average of the lot should approximate the midpoint of the specified size range. C. Label all trees and shrubs of each variety, size and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name 2.03 Shade and Flowering Trees: A. Shade Trees: Single -stem trees with straight trunk, well- bolanced crown, and intact leader, of height and caliper indicated, conforming to ANSI 260.1 for type of trees required. . 1. Bronching Height: As indicated in paragraph 2.4C. 2. Multistem, or clump forms with 3 main trunks shall be providFd when specified. B. Small Trees: Small upright or spreading type, branched or pruned naturally according to species and type, and with relationship of caliper, height, and branching recommended by ANSI Z60.1, and stem form as follows: 1. Form: Single stem. 2. Form: Multistem, clump, with 2 or more stems. 3. Form: Multistem, shrub, with multiple stems. C. Provide balled and burlopped trees. 2.04 Deciduous Shrubs: A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. B. Provide balled and burlapped deciduous shrubs.. 1. Container- grown deciduous shrubs will be acceptable in lieu of balled and burlapped deciduous shrubs subject to meeting ANSI Z60.1 limitations for container s t aCk. 2.05 Ground Covers and Plants: A. Provide ground covers and plants established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size indicated. 2.06 Grass Materials: A. Sod: Certified turfgross sod complying with ASPA specifications for machine -cut thickness, size, strength, moisture content, and mowed height, and free of weeds and undesirable native grasses. Provide viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Seed: Seed mixture "R" as described in Section 621.06 of the 1999 Indiana Deportment of Transportation Standard Specifications Section 621.06 (a). C. Mulch: Mulch method A or B as described in Section 621.05 of 1999 Indiana Deportment of Transportation Standard Specifications and Section 621.05 ?. 2.07 Fill Material: A. Satisfactory Fill Materials: ASTMD 2487 soil classification groups GW, GP, GM, SW, SP and SM; free of rock or gravel larger than 2 inches (50 mm)in any dimension, debris, water, frozen materials, vegetation and other deleterious matter. B. Topsoil: Provide topsoil that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay, limps, brush, weeds and other litter, and free of roots, stumps, stones larger than 1 inch in any direction, and other extraneous or toxic matter harmful to plant growth. Topsoil shall contain a minimum two percent (2 %) organic matter. 1. Topsoil Source: import topsoil from off -site sources. Obtain topsoil from naturally well- drained sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain from bogs or marshes. C. Drainage Fill: Washed evenly graded mixture of crushed stone with 100 percent (100 %) passing a 1 i� inch sieve, and not more than 5 percent passing o No. 8 sieve. 2.08 Fertilizer: A. Com,ri lercial Fertilizer: ommercial - -grade complete fertilizer of neutral character, 9 P consisting of fast- and slow-nitrogen, 50 P ercent ( 50% ) derived from natural organic sources of urea -form, phosphorous, and potassium in the following composition: 1. Slow -- Release Fertilizer for Trees and Shrubs: Granular fertilizer consisting of 50 percent (50 %) �uater- insoluble nitrogen, phosphorus, and potassium in the following Composition: a. Composition: 5 percent (5 %) nitrogen, 10 percent (10 %) phosphorous, and 5 perCenit (5 %) potassium, by weight. 2. Fertilizer for reconditioning of lawns: 1 lb. Per 1,000 sq. ft. of actual nitrogen, 4 percent (4 %) phosphorous, and 2 percent (2 %) potassium be weight. 2.09 Mulches: A. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: 1. Type: Shredded hardwood bark. 2.10 Stakes and Guys: A. Upright and Guy Stakes: Rough -sawn, sound, new hardwood, redwood, or pressure - preservative - treated softwood, free of knots, holes, cross grain, and other defects 2 by 2 inches (50 by 50 mm) by length indicated, pointed at one end. B. Upright Tree Stake and Tie Wire: ASTM A641 (ASTM A 641M), Class 1, galvanized -steel wire, 2- strand, twisted, 0.106 inch (2.7 mm) in diameter. C. Tree Guy Cable: 5- strand, 3/16 inch (4.8 mm) diameter, galvanized -steel cable, with zinc - coated turn buckles, 3 inch (75 mm) long minimum, with two 3/8 inch (10 mm) galvanized eyebolts, All guy wires shall be marked with white flags to prevent safety hazard. D. Hose Chafing Guard: Reinforced rubber or plastic hose a least h inch (13 mm) in diameter, black, cut to lengths required to protect tree trunks from damage. E. Trunk -Wrop Tape: Two layers of crinkled paper cemented together with bituminous material, 4 inches (102 mm) wide minimum, with stretch factor of 33 percent. PART 3 - EXECUTION 3.01 Examination: A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of the Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 Preparation: A. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, and secure Owner's /Landscape Architect's acceptance before the start of planting work. Make minor adjustments as may be required. 3.03 Planting Soil Preparation: A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. B. Mix soil amendments as specified on planting details. Mix fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. C. For tree pit or trench backfill, mix planting soil before backfilling and stockpile at site. 1. Provide specified fertilizer at a rate of: a. Shade tree - 2 pounds per inch of caliper. I . Small trees - 1 pound per inch of caliper. D. For planting beds, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 1. Apply specified commercial fertilizer at rates and thoroughly mix into upper 2" of topsoil. Provide specified fertilizer at the following rates: a. Shrubs - % pound per foot height or spread. b. Evergreens - 1/8 pound per foot height or spread. c. Herbaceous Plants - 1/8 pound per plant. 3.04 Ground Cover and Perennial Plant Bed Preparation: A. Till soil in beds to a minimum depth of 8 inches (200 mm) and mix with specified fertilizers. 1 _ Use fertilizer at a rate of 2 pounds per 100 square feet. 3.05 Excavation for Trees and Shrubs: A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil in bottom of excavation. 1. Bailed and Burlapped Trees and Shrubs: Excavate approximately 2 times as wide as ball diameter and equal to ball depth, plus the following setting layer depth: a. Setting Layer: Allow 3 inches (75 mm) of planting sail. 2. Contciner -Grown Shrubs: Excavate to container width and depth, plus the following setting -layer depth: a. Setting Layer: Allow 3 inches (75 mm) of planting soil. B. Dispose of subsoil removed from landscape excavations. Do not mix with planting sail cr use as backfill. C. Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 1. Hardpan Layer: Drill 6 inch (150 mm) diameter holes into free - draining strata or to a depth of 10 feet (3 m), whichever is less, and backfill with free - draining material. D. Drainage: Notify Landscape Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. 1. Landscape Architect has the option to require the installation of 8" drainage pits at the bottom of the ball excavation to facilitate drainage. Use an 8" auger to dig 36" deep pit. Fill pit with washed drainage fill. 2. Rock's excavation includes removal and disposal of rock material and obstructions encountered that can be removed by the following heavy -duty rock excavating equipment. a. Rock material includes boulders % cu. yd. (0.38 cu.m.) or more in volume and rock in beds, ledges, unstratified masses, and conglomerate deposits. 3. Rock excavating equipment for tree pits shall be equivalent to Caterpillar Model No. 215D LC track - mounted hydraulic excavator, equipped with a 42 inch (1050 mm) wide short -tip radius rock bucket, rated at not less than 120 hp (89 kW) flywheel power with bucket - curling force of not less than 25,000 LB (111 kN) and stick -crowd force of not less than 18,700 LB (83 kN), measured according to SAE Standard J1179. 4. Do not excavate rock until it has been cross - sectioned by Landscape Architect. E. Fill excavations with water and allow it percolate out, before placing setting layer and positioning trees and shrubs. 3.06 Planting Trees and Shrubs: A. Set balled and burlapped stock plumb and in enter of it or trench, with top of ball raised above adjacent finish grades as indicated. 1. Place stock on setting layer of compacted planting soil. 2. Remove burlap and wire baskets from tops of bails and partially from sides, but do not remove from under balls. Remove pallets, if any, before setting. Do not use planting stock if ball is cracked or broken before or during planting operation. 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1h backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. B. Set container -grown stock plumb and in center of pit or trench with top of ball raised above adjacent finish grades as indicated. 1. Carefully remove containers so as not to domage root balls. 2. Place stock on setting layer of compacted planting soil. 3. Place backfill around ball in layers, tamping to settle backfill and eiimir;ate voids and air pockets. When pit is approximately � backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. '+Hater again after placing and tamping final layer of backfill. C. Dish and tamp top of backfill to form a 3 inch (75 mm) high mound around the rim of the pit. Do not cover top of root boil with backfill. D. Wrap trees of 2 inch (50 mm) caliper and larger with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the widt;l, and securely attach without causing girdling. Inspect tree trunks for injury, improper pruning, and insect infestation and take corrective measures required before wrapping. 3.07 Tree and Shrub Pruning: A. Prune, thin, and shape trees and shrubs as directed by Landscape Architect. 3.08 Tree and Shrub Guy Staking: A. Upright Staking and Tying: Stake trees of 2 through 5 inch (50 through 125 mm) caliper. Stake trees of less than 2 inch (50 mm) caliper only as required to prevent wind tip -out. Use a minimum of 2 stakes of length required to penetrate at least 18 inches (450 mm) below bottom of backfilled excavation and to extend at least 73 inches (1800 mm) above grade. Set vertical stokes and space to avoid penetrating balls or root masses. Support trees with 2 strands of tie wire encased in hose sections at contact points with tree trunk. Allow enough slack to avoid rigid restraint of trees. B. Guying and Staking: Guy and stake trees exceeding 14 feet (4.2 m) and more than 3 inch (75 mm) caliper unless otherwise indicated. Securely attach no fewer than 3 guys to stakes 30 inches (760 mm) long, driven to grade. Attach flags to each guy wire, 30 ir,ches (760 mm) above finish grade. Wrap trunk with tape as shown on details. 3.09 Planting Ground Cover and Plants: A. Space ground cover and plants as indicated. B. Dig holes large enough to a!!ow spreading of roots, and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 3.10 Fill: A. Preparation: Remove vegetation, topsoil, debris, wet and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. B. When subgrade cr existing ground surface to receive fill has a density less than that required for fil', break up ground surface to depth required, pulverize, moisture- condition or aerate soil and recompoct to required density. C. Place fill material in layers to required elevations for each location listed below. 1. Under grass, use satisfactory excavated or borrow soil material. D. Place fill materials in layers not more than 8 inches (200 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand - operated tampers. E. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. F. Percentage of Maximum Dry Density Requirements; Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1557: 1. Under lawn or u -►paved areas, compact the top 6 inches (150 mm) below subgrade and each layer of backfill ar fill material at 80 percent (80 %) maximum dry density. 3.11 Grading: A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compact requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between existing adjacent grades and new grades 2. Cut out soft spots, fill low spots, and trim high spots to conform to required surface tolerances. B. Site Grading: Slope grades to prevent ponding. Finish subgrades to required elevations within �11. 3.12 Final Grading and Placement of Topsoil: A. Loos ^n subgrade and lawn area to a minimum depth of 4 inches. Remove stones measuring over 1 -1.2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 1. Spread topsoil to minimum depth required to meet lines, grades, and elevations shown, after light rolling and natural settlement. Minimum depth of topsoil shall be 4 inches unless otherwise indicated. In tree and shrub planting areas there shall be 18" - 24" topsoil. Around the plant, at least in on area equal to the plants' mature canopy size. 2. Place approximately % of total amount of topsoil required. Work into top of loosened subgrade to create a transition layer and then place remainder of topsoil. 3.13 Reconditioning Lawn and Seeding of Berms: A. Recondition existing lawn areas or other Contractor's work damaged by operations, including storage of materials or equipment and movement of vehicles. Seed all berms installed by Landscape Contractors that are not in an existing lawn. Sod all berms installed by Landscape Contractor that are in existing lawns. B. Remove sod and vegetation from damaged lawn areas; do not bury into soil. Remove topsoil containing foreign m ,iteriols resulting from Contractor's operations, including oil drippings, fuel spills, stone, gravel, and other construction materials, and replace with new topsoil. C. Where substantial lawn remains, mow, dethatch, core aerate, and rake. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required. Do not use pre - emergence herbicides. D. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of it off the Owner's property. E. Till stripped, bare, and compacted areas thoroughly to a depth of 6 inches (150 mm). F. Apply initial fertilizers and mix thoroughly into top 4 inches (1000 mm) of soil. Fertilizer shall provide 1 lb. Per 1,000 sq. ft. of actual nitrogen, 4 percent (4 %) phosphorous, and 2 percent (2 %) potassium by weight. Provide new planting soil as required t fill low spots and meet new finish grades. G. Apply sod, or seed and mulch as stated in Section 621.05 and 621.06 of the 1999 Indiana Department of Transportation Standard Specification. H. Water newly planted areas and keep moist until new grass is established. I. This work is not paid for directly but is included in the cost of other items. 3.14 Mulching: A. Mulch backfilled surfaces of pits, trenches, planted areas, and other areas indicated. B. Organic Mulch: Apply the following average thickness of organic mulch and finish level with adjacent finish grades. Do not place mulch against trunks or stems. 1. Thickness: 3 inches (75 mm). 3.15 Cleanup and Protection: A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.16 Disposal of Surplus and Waste Materials: A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash and debris, cnd legally dispose of it off the Owner's property. END OF SECTION M C1 U U W C1 l:J Ln W I n I C�,co CD o,0 cn N > o -: #� 9 �_• _ ti? t =� �� V l c, k . ��.a : r; .. -� ( " •° f v ° `t ") ti' :' v `"'��ta m°Ij9a• °pr°�Lr. `t i ,{ :jam I *2 , !!)lid I : f ,e0 K4��-� a, Z��- DATE: e(Q 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005). C chneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 31 7.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V 1 r- o M H � W :Z; z �. � Q. , !®-� , � � Q 04 � � 4 &. CD M E°" i 4 Q � o N = Cn C/Q p4 M w U) � a F � M iQ M