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HomeMy WebLinkAboutC200 Site Layout PlanEXISTING LAKE —_ 2 s .D r /1 G", U S89'36 04'E - 55.80' — — ` 75' UIL ING LIN -- -- - (cn i\ R2 J H Lj Dc __ pa II R SEWER EA 20, SNIT RY � R3. — C 15 SPA ES _Q 13 / PROPC:,ED FLOODWAY PENDING FEMA REVIEW c\j N / 00 O Z , O V) LEGEND REG. SANITARY / - - - -- -- -----' r••rurr`n rep- .r�.r -• S ..,.;.,. ............-- �- ....�... -.-... �r_r�tn �ra�cwtr_rJ i HEAVY DUTY ASPHALT PAVEMENT —_.. – -___ _.._ -. •, `..•. •.. 6" CONCRETE PAVEMENT N89'36'04' W� 71.00' +:..:...:.-.,, 4" CONCRETE PAVEMENT 00000000000 00000000000 GRASS PAVERS 00000000000 PROPERTY LINE ® TRANSFORMER PAD ZONING SUMMARY PROPERTY ZONING: R -5 ADJACENT ZONING: NORTH R -5 SOUTH S -1 EAST R -5 WEST R -5 PARKING SUMMARY PARKING SPACES = 242 HANDICAP SPACES = 6 TOTAL PARKING SPACES = 248 N89'36'04 "W - KEY NOTES 686.43' PRIVATE ENTRANCE DRIVE (BY OTHERS) w- m SITE LAYOUT PLAN SCALE: 1" = 30'-0" 0 15' 30' 60' 120' `A LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 04/C600 © HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 05/C600 © 6" CONCRETE CURB. SEE DETAIL 12/C600 OD INTEGRAL CURB & WALK. SEE DETAIL 11 /C600 �E 4" THICK CONCRETE PAVEMENT. SEE DETAIL 19/C600 6" THICK CONCRETE PAVEMENT. SEE DETAIL 18/C600 CURB TAPER. SEE DETAIL 20/C600 O 4" PAINTED YELLOW STRIPE (TYP.) O 4" PAINTED BLUE STRIPE ® 45' (TYP.) OJ HANDICAP PARKING SYMBOL. SEE DETAIL 02/C107 O HANDICAP PARKING SIGN. SEE DETAIL O1 /C600 © VAN ACCESSIBLE H.C. PARKING SIGN. SEE DETAIL 01/C600 0 6' WIDE ASPHALT PATH. SEE DETAIL 21/C600 ON 7' X 7' TRANSFORMER PAD BY CIENRGY /PSI. TRASH DUMPSTER ENCLOSURE. SEE 'A' SERIES DRAWINGS. © HANDICAP RAMP SEE DETAIL 03/C600 ® CONCRETE GRASS PAVERS. CONTRACTOR TO SUBMIT CUT —SHEET TO ENGINEER FOR APPROVAL. ® CONCRETE CURB TURNOUT. SEE DETAIL 16/C600 GENERAL NOTES: ,Y I �.+ s' rora�seaysrc ^^r•-- rs »�.'•snsr�rivn�e :,.rz*aa� sa �varax• 'ry �' " S / � /��,i . � // • � i �� 1. /�, r /�. /./ . � �i . % � i� / / / , %/% 1. ALL DISTURBED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- 8. ALL CONSTRUCTION METHODS AND MATERIALS MUST 15. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS SCAPE PLAN AND /OR EROSION CONTROL PLAN FOR CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS ARE DAMAGED DURING CONSTRUCTION kA UC-A /( EQUIP - DIRECTION AND VERIFICATION. OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- 9. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR OUT PONDING WATER. THE PAVING CONTRACTOR SHALL ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY OR DURING THE SCHEDULED PAVING. OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, IF NECESSARY. RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT 16. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR EXCEED A MAXIMUM OF 3/4" SLO SLOPE PE PER FOOT. CONTROL ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS JOINTS SHALL NOT EXCEED MAXIMUM MAXIMUM ON CENTER. STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY EXPANSION JOINTS SHALL NOT EXCEED 0 MAXIMUM FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE OR LOCAL AGENCIES. ON CENTER UNLESS OTHERWISE NOTED INDICATED ON ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - PLANS. PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY 17. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10' SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR -0" MAXIMUM. EXPAN- SION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM. CON - ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- THE CURBS ARE POURED. LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- 18. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CATIONS. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 19. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. UNLESS OTHERWISE NOTED. IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON - OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR 20. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. UTILITY LOCATION COMPANY PRIOR TO THE START OF AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. 21. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO BY THE UTILITY CONTRACTOR OR CONTRACTORS OR IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY EXISTING AREAS OR "UNDER CONSTRUCTION" AREAS AS NECESSARY. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED HAS JURISDICTION SO NOT TO CAUSE DAMAGE. AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 22. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE BEFORE CONSTRUCTION IS TO START TO VERIFY ANY AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIYI- TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE COUNTY, CITY OR LOCAL AGENCIES. INSTALLED. BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT 23. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE CURB SHALL NOT EXCEED A SLOPE OF 1 " IN 12" LONG - THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE EXCAVATION. SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DETAILS FOR SPECIFICATIONS. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS SCHEDULE. WATER MAY BE USED AS A REDUCER. AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT 7. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE HIMSELF WITH THE SOIL CONDITIONS. PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER i PARKING SPACES REQUIRED = 131 SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER 'DON'T DIG BLIND' ENT IRE CONSTRUCT ON SCHEDULE TOEALLEV AITE SUCH 'IT'S THE LAW" DAMAGE. "AM LM"CAOUO rR01fonon smcc. m Call 1 -800-382 -5544 2 Working Days before You Dig. • Duke REALM CORPORATION 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: 317 808 -6000 Fax: 317; 808 -6797 al