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Home My WebLink About09050022 C4.1 Grading PlanEXISTING STORMWATER DETENTION POND TOR= 876.25 STM. STR. #1 20 L.F. OF 4" PERFORATED PVC UNDERDRAIN TYP. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN IN FOOT OF THE PROPOSED RIGHT -OF -WAY. FLOOD PLAIN STATEMENT THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 18057CO206F AND 18057CO207F DATED FEBRUARY 19, 2003. NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. f�• 1 I SHLDEF% 01 V o ,r W(,O )ED AF31. -A rP i S1-1 r l (/I c r r ji 4r. ....71„/„/-7-- `....}.7 i /i 1, iii /f i,/i /ti.. /44/'/. i s xi 1 7".. f j f� 1 s v 7- l n• f L, 5 ,.4 .1... i b j ii C/ iJ 1'1 i 1° 4, i v iii �i y i 1 L`i y.' z. .00 E E H E W E ..--"1" i y4 _4 A i ij r y am! e/' I SHL.D 1EB6E Sk-1.. `EF:• i °I y .o, 1 F --I I a: E 8, ri BT BE MIND 1..: OEM r PROPOSED GRADING LEGEND M.E. EP BC TC TC 000.50 BC 000.00 000.00 MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS MINIMUM FLOOD PROTECTION GRADE: 879.76 MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS 11-IAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. MINIMUM LOWEST ADJACENT GRADE; 879.76 THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL). THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BU1LT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM D. M. P. R. FND. SCALE: 1 GAS LINE WATER LINE 40' 80' EX1811 LEGEND SANITARY SEWER MANHOLE 0 SEWER; END SECTION, INLET M.H. E--- Lis, A G 3 4 2z ELECTRIC LINE (AERIAL) TELEPHONE UNE (AERIAL) CABLE TELEVISION (AERIAL) BURIED TELE. CABLE BURIED ELEC. CABLE BURIED CABLE TV RIGHT OF WAY LINE EASEMENT LINE CENTER LINE DEED DIMENSION MEASURED DIMENSION PLAT DIMENSION RADIUS ARC LENGTH FOUND 0 DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I CR1PE FIRM NO. 0055" UNLESS OTHERWISE NOTED. POWER POLE GUY WIRE TELEPHONE RISER UTILITY RISER; ELEC. CTV ELECTRIC TRANSFORMER STREET LIGHT LIGHT POLE FLOOD LIGHT TRAFFIC SIGNAL ARE HYDRANT VALVE; GAS WATER STREET SIGN ELECTRIC MANHOLE TELEPHONE MANHOLE SEWER CLEANOUT WATER METER GAS METER ELECTRIC METER PIPELINE MARKER POST PIPELINE PATROL PLANE MARKER PIPELINE CASING VENT PIPELINE TEST STATION Gmo ab 1 0 MAILBOX SPRINKLER HEAD NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM 'THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. NE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICA 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO THE CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR EXPORTS. 15. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 18057CO206F AND 18057CO207F DATED FEBRUARY 19, 2003. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY 'THE CON PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND 0 1.11. AMERICAN STRUCTUREPOINT INC BROWNING INVESTMENTS INC. 6100 W. 96TH STREET SUITE 250 INDIANAPOLIS, IN 46278 INDIANA SPINE GROUP MERIDIAN MAIN CARMEL, INDIANA CONSULTANTS 0 DRAWN BY. CHECKED BY. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com DATE. 05.22.09 ISSUED FOR. ADLS STAFF REVIEW PROJECT 11. 02009.00531 GRADING PLAN C4.1 it- EEM STRUCTURE DATA TABLE STR. STRUCTURE CASTING PIPE ELEVATION 3 GRADE CONNECT TO REMARKS NO. TYPE TYPE L.F. SIZE TYPE T.O.R. UPSTM DNSTM STRUCT. 1 TYPE "A" INLET R -3472 150.0 12 RCP 876.20 871.69 871.21 0.32 3 2 TYPE "A" INLET R -3010 77.0 15 RCP 876.25 871.39 871.21 0.24 3 3 TYPE "C" MANHOLE R -3472 876.10 871.11 Ex. Pipe 4 TYPE "A" INLET R -3010 157.0 12 RCP 877.71 873.94 873.44 0.32 6 5 TYPE "A" INLET R -3472 95.0 12 RCP 877.71 873.74 873.44 0.32 6 6 TYPE "C" MANHOLE R -3010 174.0 18 RCP 877.71 87334 872.78 0.32 8 7 TYPE "A" INLET R -3472 131.0 12 RCP 877.71 873.31 872.78 0.40 8 8 TYPE "C" MANHOLE R -3010 131.0 24 RCP 877.71 872.68 872.45 0.18 9 9 TYPE "J" MANHOLE R -3010 109.0 27 RCP 877.80 872.35 872.15 0.18 10 10 VORTSENTRY HS72 R- 1772 -C 28.0 27 RCP 879.18 872.05 872.00 0.18 11 11 CONCRETE END SECTION 872.00 Pond 3 12 OUTLET STRUCTURE OPEN REBAR GRATE 64.0 12 RCP 877.77 869.50 868.50 1.57 13 13 CONCRETE END SECTION 868.50 Pond 2 EXISTING STORMWATER DETENTION POND TOR= 876.25 STM. STR. #1 20 L.F. OF 4" PERFORATED PVC UNDERDRAIN TYP. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN IN FOOT OF THE PROPOSED RIGHT -OF -WAY. FLOOD PLAIN STATEMENT THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 18057CO206F AND 18057CO207F DATED FEBRUARY 19, 2003. NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. f�• 1 I SHLDEF% 01 V o ,r W(,O )ED AF31. -A rP i S1-1 r l (/I c r r ji 4r. ....71„/„/-7-- `....}.7 i /i 1, iii /f i,/i /ti.. /44/'/. i s xi 1 7".. f j f� 1 s v 7- l n• f L, 5 ,.4 .1... i b j ii C/ iJ 1'1 i 1° 4, i v iii �i y i 1 L`i y.' z. .00 E E H E W E ..--"1" i y4 _4 A i ij r y am! e/' I SHL.D 1EB6E Sk-1.. `EF:• i °I y .o, 1 F --I I a: E 8, ri BT BE MIND 1..: OEM r PROPOSED GRADING LEGEND M.E. EP BC TC TC 000.50 BC 000.00 000.00 MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS MINIMUM FLOOD PROTECTION GRADE: 879.76 MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS 11-IAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. MINIMUM LOWEST ADJACENT GRADE; 879.76 THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL). THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BU1LT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM D. M. P. R. FND. SCALE: 1 GAS LINE WATER LINE 40' 80' EX1811 LEGEND SANITARY SEWER MANHOLE 0 SEWER; END SECTION, INLET M.H. E--- Lis, A G 3 4 2z ELECTRIC LINE (AERIAL) TELEPHONE UNE (AERIAL) CABLE TELEVISION (AERIAL) BURIED TELE. CABLE BURIED ELEC. CABLE BURIED CABLE TV RIGHT OF WAY LINE EASEMENT LINE CENTER LINE DEED DIMENSION MEASURED DIMENSION PLAT DIMENSION RADIUS ARC LENGTH FOUND 0 DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. 0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I CR1PE FIRM NO. 0055" UNLESS OTHERWISE NOTED. POWER POLE GUY WIRE TELEPHONE RISER UTILITY RISER; ELEC. CTV ELECTRIC TRANSFORMER STREET LIGHT LIGHT POLE FLOOD LIGHT TRAFFIC SIGNAL ARE HYDRANT VALVE; GAS WATER STREET SIGN ELECTRIC MANHOLE TELEPHONE MANHOLE SEWER CLEANOUT WATER METER GAS METER ELECTRIC METER PIPELINE MARKER POST PIPELINE PATROL PLANE MARKER PIPELINE CASING VENT PIPELINE TEST STATION Gmo ab 1 0 MAILBOX SPRINKLER HEAD NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM 'THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. NE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICA 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO THE CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR EXPORTS. 15. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 18057CO206F AND 18057CO207F DATED FEBRUARY 19, 2003. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY 'THE CON PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND 0 1.11. AMERICAN STRUCTUREPOINT INC BROWNING INVESTMENTS INC. 6100 W. 96TH STREET SUITE 250 INDIANAPOLIS, IN 46278 INDIANA SPINE GROUP MERIDIAN MAIN CARMEL, INDIANA CONSULTANTS 0 DRAWN BY. CHECKED BY. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com DATE. 05.22.09 ISSUED FOR. ADLS STAFF REVIEW PROJECT 11. 02009.00531 GRADING PLAN C4.1 it- EEM