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Home My WebLink About2003 C1.5 Grading Planil INTERDESIGN TOTAL DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 ?hone 317.263.9655 Fax 317.263.9644 www-interdesign.com Km The InterDesign Group, Inc. doing business as INTERDESIGN. All rights reserved for original documents and as -built documents as modified by construction contractorls). Reproduction or reuse must be preceded by written permission of The InterDesign Group, Inc. �a B H(/ c g (,G■STER( O No. 910023 'a STATE OF ct 0 te1 /4 N I A fl *G' e 0 0 0 0 1 E t „3-- j o ann Z 5 i o 1 Li r {h 6 0 C a By JCT Checked By DBH Mark Revision �a B H(/ c g (,G■STER( O No. 910023 'a STATE OF ct 0 te1 /4 N I A fl *G' Drawn Date Project By JCT Checked By DBH 14 MARCH 2003 Number 200208 LMT A Il M h LMT B LMT C BARN j KEY PLAN GRADING PLAN C 1 5 r0 CV 0 131st STREET 45' HALF R/W MEG 0 4 a Ms ale ALTERNATE#3 ALTERNATE X3 l I STR. NO. SA -3 i TC 306.00 7 EXIST. STR. NO. SA -7 TC 797.93 i 7 131st STREET 45' HALF R/W STR. NC SA -6 SEE SHEET C1.6 FOR CONTINUATION STR NO. SA -4 TC 802.00 GRADING DRAINAGE NOTES: 1. ALL ExOAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING I;N =SS 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 AL_ PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY AIL OMENSIONS ANO ELEVATIONS IN THE FIELD PRIOR 10 THE STMT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Al FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS, LANDSCAPE PLANS, OR SURVEY PLANS FROM ACTUAL FIELD CONDmONS, THE CONTRACTOR SHALL CONTACT THE WE IMMEDIATELY. 4. ALL CONTRACTOR(S) BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR(S) MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN MD AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ME THE CONTRACTORS RESPONSIBILITY 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 COMPANY OR CONTRACTOR(S) SO AS NOT TO CAUSE DAMAGE. 5. T 5 THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE COMMENCING CONSTRUCTION ACTIVTRES TO VERIFY ANY UPLmES THAT MAY BE PRESENT ON SITE. All VERIFICATIONS, LOCATIONS, SIZE MO DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING MOUND OR OVER EXISTING LTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY OR DEPARTMENT SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTUTIES SHALL BE BACKF1LLED 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. TO DETERMINE THE SJBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION EQUIPMENT AND TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS I- CXC SS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE '0 ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER WAS JURISDICTION. 10. EXISTING PAVEMENTS, SIDEWALKS, CURBS, DRIVEWAYS, ELECTRICAL TRANSFORMERS ANC PADS, DITCHES, DRAINAGE PPES 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 CONDUON OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 1'. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL. STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR 5 RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR Al AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. '2. T SHAT BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE AL EXPENSES TO REMOVE, RELOCATE AND /OR MODFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHAT BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY OR DEPARTMENT WHO IS RESPONSIBLE 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 TT MAY AFFECT THIS PROJECT MID IT'S OWNER AS TO THEIR FUTURE RESPONSIBILJTIES. 13. 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. 14. 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, DRIVEWAYS, 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. 15. 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 MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED 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, IMPLIED OR NOT INDICATED ON THESE PLANS. 16. T IS THE RESPONSIBILITY OF THE CONTRACTOR "0 ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 17. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELNATION. 1 8. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, HAND ETC., WITHIN THE CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFFSITE. ANY BURNING ONSI SHALL BE SUBJECT TO FEDERAL. STATE, COUNTY, CITY OR LOCAL ORDINANCES AND LOWE'S SPECIFICATONS. 19. ALL CONCRETE PPE SHALL BE IN ACCORDANCE WITH ASTM -C -76 CLASS III. 20. ALL DRAINAGE STRUCTURES SHALL BE PRECAST. 21. ALL DRAINAGE STRUCTURES AND STORM PIPES SHALL MEET HEAVY DUTY TRAFFIC (1120) LOADING AND BE INSTALLED ACCORDINGLY. 22. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 15 30 60 l 1. FOR DEMOLITION PLANS, SEE SHEETS C1.1 AND C1.2 2. FOR SITE LAYOUT PLANS, SEE SHEETS C1.3 AND C1.4 3. FOR EROSION CONTROL PLANS, SEE SHEETS C1.7 AND 01.8 4. FOR SITE UTILITY PLANS, SEE SHEETS C1.9 AND C1.10 5. FOR SANITARY SEWER PLAN PROFILE, SEE SHEET 01.11 6. FOR SITE DETAILS, SEE SHEETS 01.12 AND 01.13 GRADING LEGEND PROPOSED SPOT ELEVATION INDICATES MATCH EXISTING GRADE 0.0.0 CLEANOUT (SEE DETAIL 8/01.12) MANHOLE (SEE DETAIL 11/01.12) INLET (SEE DETAIL 12/01.12) CONCRETE END SECT1ON (SEE DETAIL 13/01.12) SANITARY LIFT STATION (SEE DETAIL 1/01.13) GREASE INTERCEPTOR (SEE DETAIL 10/01.12) LANDSCAPING AREA, 6 (MIN.) OF TOPSOIL REQUIRED 1832.50 LEGEND NOTES HOLEY MOLEY SAYS DON'T DIG BLIND •rrs THE LAW' CALL 2 WORKING JAYS BEFORE YOU DC 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. s- L....i i S8B Construction Additions to NORTHVIEW CHRISTIAN LIFE 5535 East 131st St. Carmel, IN. 46033