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Home My WebLink AboutC101 Site and Utlity Plan/ / / / r PARK MEADOWS / Q�p NN +yy . / N NNN N X'N Nye `- ti ✓✓ � ✓Ny/ ✓y �I N N NN :✓ NN �iN'^ 5� • ✓y✓ N N / // � �� N�N✓N/ Ny ✓y N N'� ^�,r � / � ✓•�r""N/ .M' +`NNE' yNy r✓'�' '�• //// �� NNNy' / .✓'•N rNNN✓ � � �M� '✓✓.✓ yy Ny NNN yy / / �� £� ""��...�.,;N+...`":: :".:".�" N'�� NtNNy✓ NNN N✓ • / / J f {I �� ✓N��'N N C DID r'"'✓' / V " Nr N N'N'N �..+ ✓ ✓✓" q� / LOVE / CURB / Cb� B` 1 � f f � f .f TEMPORARY MEDIAN 060 60 �� 1 K y� � 56 �. h MA °XIMUM SANITARY /= „✓- ✓INVERT AT STORM SEWER = 863.00 -, °� / PROPOSED BUILDING uT LIRE RIGHT p\ rr �3 3?0 ' TURN LAN ES : ° ° ♦5 / / K N r o7 ROLL v9�A_ • NP / B G a3 co c J H C H h: O� COF(E EXIS G \ / SANITARY 4NHOL SANITARY `` EX. INV. 855.0i, \ s 4: \ \ \ \ %sue s \ AO4�.` \ 01. J \ C \ \ / SEE PHASE 2 (CMC PROPERTIES BUSINESS PARK PLANS) FOR ROAD R16' EXTENSION INFORMATION 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6' STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB.. 3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK, IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN 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. & SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4' THICK AND WIDTH AS INDICATED ON PLANS 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. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. T I SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS PER THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (924 - 3341). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY.- & ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 1EE _ 'I• WTAIEIM ft r FK . u WIDE "*"- r oSUC vAl1E r WrAmIWE` HOLEY MOLEY SAYS "DON'T DIG BLIND' ` -•-- *ITS THE LAW” CALL 2 WOR W DAYS BEFORE YOU DIG 1 -840- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE 1 LOCATION SERVICE TWO (2) 2) WWO NG� SCALE: 1 �= 30 DAYS BEFORE COMMENCING MARK. ILIA Existing Sanitary Sewer -- --�►— -- Existing Storm Sewer -- • --�- -- -- New Storm Sewer ------------ 6' Subsurface Drain New Sanitary Sewer wO ----- - Existing Contour 000.0 Existing Elevation - — — — -- - Utility dl; Drainage Esmt. ---- Building Setback line ............... _ .... __.._ * ............. . w._ Existing Water Fain Wd ------ -- 1 -- New Water Fain Existing Fire Hydrant New Fire Hydrant " Existing Water Valve New Water Valve ............ F0..- Existing Fiberoptic Line _.._ G._ ................... _.� __ _.__.� . Existing Gas Main .................... _..__ ... _ ........... I. I _......._...... Existing Electric Line ....... __ ...............1 .......... _._ Existing Telephone Line New Gas Main -- E ---- New Electric Line T --- New Telephone Line Existing Utility Pole �-^ Existing Trees �- x --- - --- Existing Fence Light Duty Pavement 6' Concrete Curb 18 Q Curb & Walk 16 17 C801 C8O1 C801 17 0 Concrete Walk C1�01 Q Handicap Ramp 15 C801 Trash Container Holding Area Q Handicap Parking Sign 11 Q Sanitary Sewer Lateral C8D1 1 3 C Q peon -Out 801 Co Q Area Lit (see Site tbq Pkn 2101) Q Concrete St (Refer to k�fto) (D Water Service - See Plumbing Plans G Tap Existing Water Main 0 and Inverts Plumbing f PSewer wand WaterrServiti ce Lines Q Transition from Roll Curb to 6' Monolithic Curb Q Roll Curb DUAL 1• WAWA IIEffRS r'A1p� Ixw= m Q 9'X18' Parking Spaces- 23 ® 10'X18' Parking aces- 1 0" REWNW E Total Parking Spaces— 24 If SLEW ■1 SIEVE s W RECEIVED OCT 2 2001 DOCS DATE: I e r -o/ 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, N MIIOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. ® COPYRIGHTED BY THE SCHNEIDER CORP. 2001) khneider 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 10/01/01 3882.001 DRAIN BY: CHECKED BY: RDR SHEET TITLE: SITE AND UTILITY y' D O S: \3K \3862 \001 \DWM \C101 XREF XREF: SHEET II +aQ:; 9 £ t.. v \ \ / SEE PHASE 2 (CMC PROPERTIES BUSINESS PARK PLANS) FOR ROAD R16' EXTENSION INFORMATION 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6' STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB.. 3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK, IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN 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. & SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4' THICK AND WIDTH AS INDICATED ON PLANS 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. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. T I SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS PER THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (924 - 3341). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY.- & ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 1EE _ 'I• WTAIEIM ft r FK . u WIDE "*"- r oSUC vAl1E r WrAmIWE` HOLEY MOLEY SAYS "DON'T DIG BLIND' ` -•-- *ITS THE LAW” CALL 2 WOR W DAYS BEFORE YOU DIG 1 -840- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE 1 LOCATION SERVICE TWO (2) 2) WWO NG� SCALE: 1 �= 30 DAYS BEFORE COMMENCING MARK. ILIA Existing Sanitary Sewer -- --�►— -- Existing Storm Sewer -- • --�- -- -- New Storm Sewer ------------ 6' Subsurface Drain New Sanitary Sewer wO ----- - Existing Contour 000.0 Existing Elevation - — — — -- - Utility dl; Drainage Esmt. ---- Building Setback line ............... _ .... __.._ * ............. . w._ Existing Water Fain Wd ------ -- 1 -- New Water Fain Existing Fire Hydrant New Fire Hydrant " Existing Water Valve New Water Valve ............ F0..- Existing Fiberoptic Line _.._ G._ ................... _.� __ _.__.� . Existing Gas Main .................... _..__ ... _ ........... I. I _......._...... Existing Electric Line ....... __ ...............1 .......... _._ Existing Telephone Line New Gas Main -- E ---- New Electric Line T --- New Telephone Line Existing Utility Pole �-^ Existing Trees �- x --- - --- Existing Fence Light Duty Pavement 6' Concrete Curb 18 Q Curb & Walk 16 17 C801 C8O1 C801 17 0 Concrete Walk C1�01 Q Handicap Ramp 15 C801 Trash Container Holding Area Q Handicap Parking Sign 11 Q Sanitary Sewer Lateral C8D1 1 3 C Q peon -Out 801 Co Q Area Lit (see Site tbq Pkn 2101) Q Concrete St (Refer to k�fto) (D Water Service - See Plumbing Plans G Tap Existing Water Main 0 and Inverts Plumbing f PSewer wand WaterrServiti ce Lines Q Transition from Roll Curb to 6' Monolithic Curb Q Roll Curb DUAL 1• WAWA IIEffRS r'A1p� Ixw= m Q 9'X18' Parking Spaces- 23 ® 10'X18' Parking aces- 1 0" REWNW E Total Parking Spaces— 24 If SLEW ■1 SIEVE s W RECEIVED OCT 2 2001 DOCS DATE: I e r -o/ 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, N MIIOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. ® COPYRIGHTED BY THE SCHNEIDER CORP. 2001) khneider 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/01/01 3882.001 DRAIN BY: CHECKED BY: RDR SHEET TITLE: SITE AND UTILITY PLAN DRAWING FILES S: \3K \3862 \001 \DWM \C101 XREF XREF: SHEET II E-1 z w � Q co DATE: PROJECT NO.: 10/01/01 3882.001 DRAIN BY: CHECKED BY: RDR SHEET TITLE: SITE AND UTILITY PLAN DRAWING FILES S: \3K \3862 \001 \DWM \C101 XREF XREF: SHEET II