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Home My WebLink AboutC201 Site Layout SheetR) 0 0 V iN(tM( BITUMINOUS BITUMINOUS �1r's a M 0 O v) 4: �Cti: Y1: 9" 4.. L-°. i'"` S! Y% 1J3V1iR 'Il <�.'.'.::.:.:Y'K 1�` w�:. 3:.': S'�.- }1MltYi >TJ&Y9w- ltG:w: "�<Y w+�". 7..3r'"'w r.. GRASS Gft\SS MEDIAN :'..C."d�.1 lip:]:[ 5' 3:[ 3_-':.:. FSYAS.•. F1: IW1T�` ti' X"/ Jk1L.,3.'OC.•�tW,.- f�:'_�._.... �T_. C- Kw+:•..: r': L°-_:..,_. ow- 'Sw�.'M.:�l�S�'.:..T•"_- .i._.M. BRIM S 60'55'48" E 29.55' S 9a •5 36 477 Igrom 126TH STREET r7) 1 EIJ L l 7 :5 .5) 1 1 7 ,41 meti SITE PLAN SCALE: 1" 30' 0' 15' 30' 5 SCALE: 1 30' N 89'58'22" E 486.82' 60' GRASS 4 a• m Ming WEIrtERO l 900000S400 e0 00 [LIN L I. 832.62 00000000 woe I !w lid! I r l F iii 0. ,o I C .e,� i .1 N I 1 5.00 i f 59.12 a 12.99 W M i< ��,n��-�- BiN f r y 6 .P4 4 4 AIN> s?.5 4 4 .4:". to ,x) x,� yC` P1 l .:wYr.• ...Tsf V.., :.r:c.�:- »m:` .mar. =�•y L em_ 'S4'0 NORTH GRASS -.:.:.�.'L'.�':�. .-.e:.::;:: 7 »7t'.4.+.. �^..:�;Yw- ?KsJ.c,^.:` °s_t✓wllv2otr.ItlrCrs «i1f:a..YST :x Fs:.s ••+'ix s:_.aAx t 1 �I�t+ 4�... ,��u^s•w.;:zws..:�:aa�z�r'�"'^ a�acrev. rr�ta.:..: w.; scr^ ..µ�:x*u»^" :-•r'x� .,1:.3w�:a:.� -��..u.._...�."'�+�.:1-11.3� K .Y t'S- ...'�"•�.T- .'Y.Z•9 fi..:3�.e BITUMINOUS BITUMINOUS =7:lar MYT`t"s ":i 111 T �""I"`i i Li:1�? EEL( L`% l i� I Z� 7�1`L�� z rat I 1 z s._ 1 ri ._t�t MENT PLA Cr7 C) zgr CL i GENERAL NOTES: 1.ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS F OR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING U11UTY ONES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. TT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE U11UTY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTIU1IES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. PLAN NOTES: 0 LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 01/C601. 4" THICK, 5' WIDE CONCRETE WALK, SEE DETAIL 04/C601. CONCRETE PAVERS, SEE DETAIL 05/C601. 6" CURB DECORATIVE GUTTER, SEE DETAIL 06/C601. 6" CHAIRBACK CURB, SEE DETAIL 07/C601. 6" STRAIGHT CURB, SEE DETAIL 08/C601. RAISED PLANTER DETAIL SEE ARCHITECTURAL PLANS. HANDICAP PARKING SYMBOL, SEE DETAIL 10/C601. HANDICAP PARKING SIGN, SEE DETAIL 11/C601. HANDICAP RAMP TYPE I, SEE DETAIL 13/C601. HANDICAP RAMP TYPE II, SEE DETAIL 12/C601. 6" CONCRETE PAVEMENT, SEE DETAIL 14/C601. 4" WIDE WHITE PAINT STRIPE (TYP) 4" WIDE BLUE PAINT STRIPE 45' ANGLE (TYP.) LEGEND: CONCRETE PAVEMENT LIGHT DUTY ASPHALT 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPUED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPUED OR NOT INDICATED ON THESE PLANS. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 20. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE SPECIFICATIONS. 21. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10' -0" MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 22. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10' -0" MAXIMUM. EXPANSION JOINTS SHALL NOT EXCEED 4O' -0" MAXIMUM. CONTROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE ONES, PROPERTY ONES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 25. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 26. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 27. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONGITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. 28. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 0 0 PORCH AREA DETAIL SEE ARCHITECTURAL PLANS. RAMP, SEE ARCHITECTURAL PLANS DECORATIVE STAIRS, SEE ARCHITECTURAL PLANS CONCRETE RETAINING WALL, SEE STRUCTURAL PLANS TRENCH DRAIN SEE DETAIL 02/C601 SCREEN WALL SEE DETAIL 03/C601 MATCH TO EXISTING ELEVATION. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSDE OF FDIANA Civil Engineer. kel cso 280 East 96th Street Suite 200 Indianapolis, IN 46240 317.848.7800 (voice) 317.574.0957 (fax) Architect: 8132 Hunters Place Indianapolis, Indiana 46236 317.823.6653 (voice) 317.826.8584 (fax) ®Copyright 2002 Developer: Pedcor Investments, LLC 8888 Keystone Crossing, Suite 900 Indianapolis, Indiana 46240 317.587.0320 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractor's shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Parcel 2B Phase 2 3rd Avenue Southwest Carmel, Indiana Drawing Title: SITE LAYOUT SHEET Issue Date 01/26/04 Drawn By KRS Checked By RO Certified By T Uc f q� i N0. i AR00910036 STATE OF Drawing Number. C201 Project Number: 23465 Ei re ;T:s., l R) 0 0 V iN(tM( BITUMINOUS BITUMINOUS �1r's a M 0 O v) 4: �Cti: Y1: 9" 4.. L-°. i'"` S! Y% 1J3V1iR 'Il <�.'.'.::.:.:Y'K 1�` w�:. 3:.': S'�.- }1MltYi >TJ&Y9w- ltG:w: "�<Y w+�". 7..3r'"'w r.. GRASS Gft\SS MEDIAN :'..C."d�.1 lip:]:[ 5' 3:[ 3_-':.:. FSYAS.•. F1: IW1T�` ti' X"/ Jk1L.,3.'OC.•�tW,.- f�:'_�._.... �T_. C- Kw+:•..: r': L°-_:..,_. ow- 'Sw�.'M.:�l�S�'.:..T•"_- .i._.M. BRIM S 60'55'48" E 29.55' S 9a •5 36 477 Igrom 126TH STREET r7) 1 EIJ L l 7 :5 .5) 1 1 7 ,41 meti SITE PLAN SCALE: 1" 30' 0' 15' 30' 5 SCALE: 1 30' N 89'58'22" E 486.82' 60' GRASS 4 a• m Ming WEIrtERO l 900000S400 e0 00 [LIN L I. 832.62 00000000 woe I !w lid! I r l F iii 0. ,o I C .e,� i .1 N I 1 5.00 i f 59.12 a 12.99 W M i< ��,n��-�- BiN f r y 6 .P4 4 4 AIN> s?.5 4 4 .4:". to ,x) x,� yC` P1 l .:wYr.• ...Tsf V.., :.r:c.�:- »m:` .mar. =�•y L em_ 'S4'0 NORTH GRASS -.:.:.�.'L'.�':�. .-.e:.::;:: 7 »7t'.4.+.. �^..:�;Yw- ?KsJ.c,^.:` °s_t✓wllv2otr.ItlrCrs «i1f:a..YST :x Fs:.s ••+'ix s:_.aAx t 1 �I�t+ 4�... ,��u^s•w.;:zws..:�:aa�z�r'�"'^ a�acrev. rr�ta.:..: w.; scr^ ..µ�:x*u»^" :-•r'x� .,1:.3w�:a:.� -��..u.._...�."'�+�.:1-11.3� K .Y t'S- ...'�"•�.T- .'Y.Z•9 fi..:3�.e BITUMINOUS BITUMINOUS =7:lar MYT`t"s ":i 111 T �""I"`i i Li:1�? EEL( L`% l i� I Z� 7�1`L�� z rat I 1 z s._ 1 ri ._t�t MENT PLA Cr7 C) zgr CL i GENERAL NOTES: 1.ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS F OR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING U11UTY ONES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. TT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE U11UTY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTIU1IES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. PLAN NOTES: 0 LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 01/C601. 4" THICK, 5' WIDE CONCRETE WALK, SEE DETAIL 04/C601. CONCRETE PAVERS, SEE DETAIL 05/C601. 6" CURB DECORATIVE GUTTER, SEE DETAIL 06/C601. 6" CHAIRBACK CURB, SEE DETAIL 07/C601. 6" STRAIGHT CURB, SEE DETAIL 08/C601. RAISED PLANTER DETAIL SEE ARCHITECTURAL PLANS. HANDICAP PARKING SYMBOL, SEE DETAIL 10/C601. HANDICAP PARKING SIGN, SEE DETAIL 11/C601. HANDICAP RAMP TYPE I, SEE DETAIL 13/C601. HANDICAP RAMP TYPE II, SEE DETAIL 12/C601. 6" CONCRETE PAVEMENT, SEE DETAIL 14/C601. 4" WIDE WHITE PAINT STRIPE (TYP) 4" WIDE BLUE PAINT STRIPE 45' ANGLE (TYP.) LEGEND: CONCRETE PAVEMENT LIGHT DUTY ASPHALT 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPUED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPUED OR NOT INDICATED ON THESE PLANS. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 20. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE SPECIFICATIONS. 21. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10' -0" MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 22. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10' -0" MAXIMUM. EXPANSION JOINTS SHALL NOT EXCEED 4O' -0" MAXIMUM. CONTROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE ONES, PROPERTY ONES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 25. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 26. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 27. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONGITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. 28. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 0 0 PORCH AREA DETAIL SEE ARCHITECTURAL PLANS. RAMP, SEE ARCHITECTURAL PLANS DECORATIVE STAIRS, SEE ARCHITECTURAL PLANS CONCRETE RETAINING WALL, SEE STRUCTURAL PLANS TRENCH DRAIN SEE DETAIL 02/C601 SCREEN WALL SEE DETAIL 03/C601 MATCH TO EXISTING ELEVATION. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSDE OF FDIANA Civil Engineer. kel cso 280 East 96th Street Suite 200 Indianapolis, IN 46240 317.848.7800 (voice) 317.574.0957 (fax) Architect: 8132 Hunters Place Indianapolis, Indiana 46236 317.823.6653 (voice) 317.826.8584 (fax) ®Copyright 2002 Developer: Pedcor Investments, LLC 8888 Keystone Crossing, Suite 900 Indianapolis, Indiana 46240 317.587.0320 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractor's shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Parcel 2B Phase 2 3rd Avenue Southwest Carmel, Indiana Drawing Title: SITE LAYOUT SHEET Issue Date 01/26/04 Drawn By KRS Checked By RO Certified By T Uc f q� i N0. i AR00910036 STATE OF Drawing Number. C201 Project Number: 23465