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HomeMy WebLinkAbout05020008.5i HANDICAP RAMP ENLARGEMENT PLAN SCALE: 1" = 10' SITE PLAN SCALE: 1" = 30' 0' 15' 30' 60' I M F-� ==� CT�� SCALE: 1" = 30' NORTH HANDICAP RAMP ENLARGEMENT PLAN SCALE: 1" = 10' GENERAL NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS BY THE A/E AND MAY NOT BE ACTUAL THE A/E SHALL NOT BE FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE PLANS. MADE IF NECESSARY. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR HIMSELF WITH THE SOIL CONDITIONS. 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 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL FOR INSTRUCTIONS. OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING CONSTRUCTION OR DURING THE SCHEDULED PAVING. UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY 20. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS OTHERWISE OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY NOTED ON THE PLANS, DETAILS, OR IN THE SPECIFICATIONS. PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR 21. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL JURISDICTION SO NOT TO CAUSE DAMAGE. NOT EXCEED 10' -0" MAXIMUM ON CENTER, EXPANSION JOINTS SHALL NOT EXCEED MAXIMUM ON CENTER UNLESS 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY OTHERWISE NOTED OR R INDI NDICATED ON PLANS. COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON 22. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE AND NOT TO EXCEED 10' -0" MAXIMUM. EXPANSION JOINTS SHALL MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. NOT EXCEED 40' -0" MAXIMUM. CONTROL JOINTS MAY BE SAW CUT WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE WITHIN 24 HOURS AFTER THE CURBS ARE POURED. CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. OR FACE OF CURB UNLESS OTHERWISE NOTED. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COMPLETELY WITH 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE OTHERWISE NOTED. 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, DRATVEWAYS, 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: ® LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 01/C601. © 4" THICK, 5' WIDE CONCRETE WALK, SEE DETAIL 04/C601. © CONCRETE PAVERS, SEE DETAIL 05/C601. 0 6" CURB & DECORATIVE GUTTER, SEE DETAIL 06 /C601. 6" CHAIRBACK CURB, SEE DETAIL 07/C601. FO 6" STRAIGHT CURB, SEE DETAIL 08/C601. © RAISED PLANTER DETAIL SEE ARCHITECTURAL PLANS. 0 HANDICAP PARKING SYMBOL, SEE DETAIL 10/C601. t� HANDICAP PARKING SIGN, SEE DETAIL 11/C601. OJ HANDICAP RAMP TYPE I, SEE DETAIL 13/C601. 0 HANDICAP RAMP TYPE II, SEE DETAIL 12/C601. © 6" CONCRETE PAVEMENT, SEE DETAIL 14/C601. 4" WIDE WHITE PAINT STRIPE (TYP) ON 4" WIDE BLUE PAINT STRIPE @ 45' ANGLE (TYP.) LEGEND: 4 S l� 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 SPEC!F109ONS. 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 IRRIGATIOia SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIG;,11ON 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 EXIST AG IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER EL EMEN''TS TO PROVIDE ADEQUATE IRRIGATION. 29. THE TRANSFORMER ENCLOSURE MUST MAINTAIN A MINIMUM OF 3' FEET CLEAR ON THE BACK AND ON BOTH SIDES. PORCH AREA DETAIL SEE ARCHITECTURAL PLANS. © RAMP, SEE ARCHITECTURAL PLANS ® DECORATIVE STAIRS, SEE ARCHITECTURAL PLANS ® CONCRETE RETAINING WALL, SEE STRUCTURAL PLANS QS TRENCH DRAIN SEE DETAIL 02/C601 (� SCREEN WALL SEE DETAIL 03/C601 MATCH TO EXISTING ELEVATION. TRANSFORMER ENCLOSURE SEE ARCHITECTURAL PLANS. Pedcor Design Group Architecture / Project Managment: 335 Ridggeppoint Drive Carmel, Ilndiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 Civil Engineer: P E D C O R DEVELOPMENT CO. Scope Drawings: These the build) g they maj archi�ural tB and for Dt of structural, mechanical, and electrical systems. The drawing�ss do not necessarily indicate or describe all work requlredfor fullperfonnance and completion of the requirements of the Contract On the basis of the general scope inicated or described, the trade contractors shall furnish all Items required for the proper execution and completion of the work Project: Carmel City Center Parcel ### 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 SITE PLAN Drawing Title: Revisions: Issue Date Drawn By Checked By 01/31/20051 KR5 RRO Certified By: Project Number: 24380 Sheet Number: C200