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HomeMy WebLinkAbout05020008.8,+ o J, SANITARY SEWER, SEE SHEET C602 FOR DETAILS A o FINISH GRADE Sm GAS LINE, SEE MECHANICAL PLANS S '" — 5,��;. n � �^ op`Z>` ^bee A ^yzA" ... ,q. f +i5as -ice^ _'.b� 2�� . -.�� ^Z f zA _ ��'`' aaa Bd�d> ♦° S`. dv'� ♦ .a A ,gr _�`Te"'e. - ..-4`eA.l1^L°"'A a �0A s A.$ q in UTILITY PLAN SCALE: 1" = 30' 0' 15' 30' 60' SCALE: 1° = 30' NORTH NEENAH R- 2560 —C1 GRADING /DRAINAGE 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 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. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES 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 LOCAT ION 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. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES 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. 5. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 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. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. 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. 11. 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. 12. 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, DRAIVEWAYS, 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. 13. 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 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. 14. 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. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND SANITARY SEWER, SEE SHEET C602 FOR DETAILS FINISH GRADE G GAS LINE, SEE MECHANICAL PLANS ELECTRIC LINE, SEE ELECTRICAL PLANS NEENAH R3246 -8V TELEPHONE LINE, SEE ELECTRICAL PLANS T PVMT. WATER LINE, SEE SHEET C702 W — — — — — CURB INLET ROOF /DOWNSPOUT COLLECTOR, SEE DETAILS 19 & 24/C700 ST Do& STORM CLEAN -OUT, SEE DETAIL 23/C700 CONC. CURB • PROPOSED LIGHT POLE PVMT. GRADE PVMT. ADJUSTMENT 'RING = III -1' = I —I I III Z I I I =1 I =1 11= — ECCENTRIC CONE „ = III -1 1— ;'.'•f`�'.� r "f� �' 1= III =III -� III — III #4 REBAR OR CONCCENTRIC —'' =11— "'—'- `'ta ; 1=11I —' � " 12 O.C. :. CONE I �t ;''',: ' IR N 00 =1 "' BOTH WAYS — III= POLYPROPYLENE .. NN �`' ILO x I -1 I I I —III. PLASTIC STEPS r — + :..�...t�� Li .III ,= 111=11 III 48" PRECAST �" ;, .:' ; Y o r �. _., ;. t' ,i 0 V g w :k: CONC. MANHOLE �' "EltB ►tw..ry' ,► =N o Q ,f mlui .'`t STORM PIPE :.; :; �;''r ..'.. ° ,w cwn � �\ w 1/2" MESH GALV. HARD— FOOTING W/ 6X6 o 36" X 24' WARE CLOTH VARMENT 10/10 W.W.F. W/ STOP @ SUBDRAIN #4 REBAR 12" �� 1 =III= 48" X 36" FILL W/ CONC. & OR PROECAST/AYS, WARP TO MEET INVERT MAX. D, 30 III= III = III = III = III =III= — III — III - III = III =III =� NOTE: CONTRACTOR'S OPTION: PRECAST W/ I 1 -1 I li i III II I li lII I I� I I' SAME REINFORCING. (INDOT T YPE „ A „ ) CURB INLET DETAIL O2 INLET DETAIL NTS C500 NTS GRADING /DRAINAGE 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 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. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES 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 LOCAT ION 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. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES 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. 5. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 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. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. 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. 11. 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. 12. 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, DRAIVEWAYS, 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. 13. 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 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. 14. 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. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND 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 ?�p awA��x DEVELOPMENT CO. Scope Drawings: These drawingpss inicate the general sssccc000pppeee of the project in temis pf archimctural dest n nc pt, theme ions of the bwldmg, the major arch] �dural a type of structural, mechanical, and electrical systems. The drawingpss do not necessarily indicate or describe all work reauiredfor full performance and mmnletion of the requirements of the Contract. On the basis of the general scope inicated or desctlbed, the trade contractors shall fumsh all hems required for the proper execution and completion of the work. Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 UTILITY PLAN Drawing Title: Revisions: Issue Date Drawn By Checked By 01/31/2005 KR5 RRO Certified By: Project Number: 24380 Sheet Number: C500 SANITARY SEWER, SEE SHEET C602 FOR DETAILS STORM SEWER, SEE DETAILS 21 & 22/C700 G GAS LINE, SEE MECHANICAL PLANS ELECTRIC LINE, SEE ELECTRICAL PLANS E TELEPHONE LINE, SEE ELECTRICAL PLANS T WATER LINE, SEE SHEET C702 W — — — — — — PAVEMENT SUBDRAIN, SEE DETAIL 16/C700 ROOF /DOWNSPOUT COLLECTOR, SEE DETAILS 19 & 24/C700 ST Do& STORM CLEAN -OUT, SEE DETAIL 23/C700 PROPOSED PAD MOUNTED TRANSFORMER. CONTACT CINERGY /PSI. • PROPOSED LIGHT POLE 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 ?�p awA��x DEVELOPMENT CO. Scope Drawings: These drawingpss inicate the general sssccc000pppeee of the project in temis pf archimctural dest n nc pt, theme ions of the bwldmg, the major arch] �dural a type of structural, mechanical, and electrical systems. The drawingpss do not necessarily indicate or describe all work reauiredfor full performance and mmnletion of the requirements of the Contract. On the basis of the general scope inicated or desctlbed, the trade contractors shall fumsh all hems required for the proper execution and completion of the work. Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 UTILITY PLAN Drawing Title: Revisions: Issue Date Drawn By Checked By 01/31/2005 KR5 RRO Certified By: Project Number: 24380 Sheet Number: C500