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HomeMy WebLinkAbout07050002.07 C300 Grading & Storm Drainage PlanTC= 825.83' -- IE 15" VCP (N.)= 817.31' TC= 827.26' IE 8° VCP (E.)= 818.27' (0 IE 12" RCP (N.)= 823.46' IE 15" VCP (S.)= 817.31' IE 18" RCP (E.)= 818.66' IE PIPE (UNKOWN SIZE & TYPE)(W.) =8143' IE 12" RCP S. = 823.88' --- ( ) 4�ARE INLET DBL IE 18" RCP (W.)= 818.86' 11 SLOW FLOW T s 2 0 THE WEST QU i STORM STRUCTURE- " """'°`"" CLEANOUT r INV. 825.29 0 OS 84 L.F. 8" PVC ROOF Z 1 TC= 826.03' DRAIN @ 0.70% SLOP 1 IE 36" RCP (N.)= 813.88' TC= 827.53' ( ! IE 18" RCP (E.)= 816.66' IE 12" RCP (N.)= 824.08' { i i IE 8" VCP (S.)= 822.55' INV. IN SUBDRAIN 825.00 IE 30" RCP (S.)= 813.88' S STORM STRUCTURE i I ; IE 18" RCP (W.)= 814.18' OTRENCH DRAIN I �t� T 5 SECTIONS + C.B. } STORM STRUCTURE STORM STRUCTURE 14 L.F. SLOT DRAIN INV. IN (6" E) 824.75 STRUCTURAL BMP AQUA -SWIRL AS -5 OFF-LINE INV. OUT (12" W) 824.50 PORCH ' ( S 8 L.F. 12" HDPE STORM _\ INV. IN 12" N) 820.10 S STORM STRUCTURE _ t �... INV. OUT (12" W) 820,10 SEWER @ 0.50% SLOPE MANHOLE i STORM STRUCTURE STORM STRUCTURE' INV. IN 30 S 814.31 ; MANHOLE YARD INLET INV. IN �18" E 821.00 1 s INV. IN 12" E 824.45 8 LDI PER DETAIL 04/C701. S ) INV. IN 12" SE) 820.00 ; ; f « INV. IN 8" N 824.70 INV. IN 12 821.38 INV. IN 12" SW) 818.00 i INV. IN �10" S 823.10 INV. OUT (12' S) 824.40 INV. OUT (30" N) 814.31 INV. OUT (12" S) 820.20 INV. OUT (12" W) 821.20 OS 8 L.F. 12" HDPE STORM ;•t ` STORM STRUCTURE �� SEWER @ 0.50% SLOPE CURB INLET 2 8 LF. 12" HDPE STO 14 PER DETAIL 02 C7, �I . SEWER O 0.50X RIM 82 -it-, INV. IN (12" E) 8,23.40 ASPHALT PARKING AREA I INV. OUT (12" W)11823.30 STORM STRUCTURE .' „ DEPRESSED CU 0 IN GR S ,1 �' RUN T 12 D DETAIL 03 , 71), NE r, GRASS �2�2 INV. IN 12" N 82430 << i't t VS $ � - & $24.x0 ... __ ._..-. I1't F r fl JI, Y it; 4I J'' tftl TC t <' 826.37 - 7 826.93 APPROXIMATE LOCATION OF 2" GAS LINE °_ ;' \ 826: qtr ��i \f� i I ` 1 I t APPROXIMATE LOCATION OF' 10" WATER LINE 4 10RM ;S FR, UCT�1' E 9 5" RCP STORM S t:_ r 1 ANO'UF PER �I 01C701 i, I X52 NP827.20 @ 1.10% SLOPE 4 NV. 82.4;9( f STORM DID NOT LOCATE END OF PIPE ASPHALfiV 1 I { r T.B.M. # 1 - ELEV.= 828.88 F 6 9. 5 TC= 826.23' : = I i ` tl. 829.80 RIM L.F. 8" PVC � IE 15" VCP (N.)= 817.54' 15" E) 821.24 550 818 FF (GAR)AIN @ 0.70% SLOP IE 15" VCP (S.)= 817.59' C/) � 7 .11 T 829.70 IE 10" PVC (W.)= 819.81' 1 f 829.58 819.33 TC 828.20 @ 1.50% SLOPE 829.08 STORM STRUCTURE S MANHOLE INV. IN 829.80 RIM M , INV. IN 6" N) 822.80 I s 2 INV. OUT 829.84 RIM 829. 5Zrb� ti PIPES ARE HALF FULL OF HARD SEDIMENT # �.•��`' '1-J STORM STRUCTURE S .rte t�� .. 829.95 FF TRENCH DRAIN o 20 SECTIONS + C.B. (I 830.40 TW r 4 P W ` 829.82 w l I V1 STORM STRUCTURE o, t. 829.40 829.66 RIM TRENCH DRAIN ;,, S I¢ ° � s I 00 SS h 23 L. :� " PVC �N b 829.75 C o sl "6 STORM°: SI:WER? 1� 829.25 fin, @ 2.00)% SLOPE Y . t SHORING LINE ~ �TC= 829.57' -TC= 827.42' - IE �2" RCP (S.)= 823.91' IE 15" RCP (E.)= 819.80' IE 4" PVC (W.)= 824.93' g2� APPROXIMATE LOCATION OF 12" WATER LINE IE 18" RCP (W.)= 819.80' 44$0 -° _s:G::<:.: . --,: �� >•.�.:� :< TC= 828.77 IE 8" VCP (S.)= 822.7'± �? 1ST STREET SOUTHWEST h� IE 8" VCP (W M24%' _ IE 6" VCP ' ± 2 _.. _ . 3 _ 828.2 B .d li �J 2 492 SPHA LET 4490 -, H. 8 =28:65 RODUND INLET 1 .90 R I- � Iti 2� f s GM r O� , - -E - -E 96 LF. 12" RCP STORM 77 LF. 12" RCP STORM J 628.91 SEWER O 2.00X S / SEWER O 1.10X SLOP 828.83 CONSTRUCTION LIMIT LINE STORM STRUCTURE -/ L.F. 10" PVC STORM FAR SITE WORK UNDER 34 LF. SLOT DRAIN SEWER O 1.40X SLOP SEPARATE CONTRACT PER DETAIL 08/C701. C� 4 82920 C,'\ \. \CLEANOUf \• UCTURE `TI PER \DETAILN,01 /C701 V. 826.00 ' rx 80 829.78 RIM : -a.- •1 ? 1 FF 829.95 5 0.40 FF FF 829.9 5 830.40 W STORM STRUCTURE 132 L.F. 8" PVC ROOF 829 5 L.F. 6" 829'80 FF 829.95 CLEANOUT DRAIN @ 1.50% SLOP S PVC ROOF AIN STORM STRUCTURE INV. 824.0005 @ 2.00% SLOPE TRENCH DRAIN 14 1/2 SECTIONS + C.B.S 70 RIM STORM STRUCTURES 1 TW TRENCH DRAIN TR 10 1/2 SECTIONS -275 BR 829.95 FF STORM STRUCTURES TRENCH DRAIN 15 SECTIONS + C.B. PER DETAIL 08/C701. 27.27 29.70 RIM 29.72 STORM STRUCTURES CLEANOUT INV. 825.80 [ T^ 824 3 9.80 FF 829.95 824 10 L.F. 6" PVC1 ROQF DRAIN @ x.00% SLOPE [ ? R[ t _,..6" PVC STORM I ' ONE SEWER @ 300% SLOPE - 4 82 g <, 9 5" RCP STORM S t:_ r 1 829.05 GC �3° II �` i, I X52 NP827.20 @ 1.10% SLOPE 4 90 HP INV. 825.6 829.20 STORM STRUCTURE OS ASPHALfiV TDC r T.B.M. # 1 - ELEV.= 828.88 lb 6 9. 5 ` f' _ -' i • 829.80 RIM L.F. 8" PVC � tF 15" E) 821.24 550 818 FF (GAR)AIN @ 0.70% SLOP INV. OUT (18" W) 821.24 ( s 3 R s ) w t 7 dl TC= 827.26'- IE 15" VCP IE 15" VCP (E.)= 818.12 1 IE 15" VCP (S.)= 818.38' ;s j� :t !i It E c j :I II I L OLy 828. TR RASS n`L 00 1 -STORY BRICK BLDG. -STORM STRUCTURE S STRUCTURAL BMP (AQUA-SWI N (21RL )S 82 D) 0 04 INV. OUT (EX TG 21 " W) 820.04 `-21" RCP STUBS TC= 826.43' IE 30" RCP (N.)= 815.65' IE 18" RCP (E.)= 818.24' IE 18" RCP (W,)= 817.86' 3® 1 82990 829.78 TC l 1 830.43 HP I i� Q r 830.40 I i I 829.90 I 1 nz 2 IDC` STORM STRUCTURE 829 5 CLEANOUT 7 .� PER DETAIL 01/C701 INV. 826.00 023 35 LF. 8" PVC ROOF B DRAIN O 4.29X SLOPE STORM STRUCTURE CLEANOUT PER DETAIL 01 /C701 INV. 826.00 57 LF. 8" PVC ROOF DRAIN O 2.63X SLOPE 45 L.F.6' PVC ROOF - 829.95 DRAIN @ 2.00% SLOPE - STOC:b1� STRUCTURES STORM STRUCTURES CLEANOUT CLEANOUT PER DETAIL 01 /C701 INV. 826.00 INV. 825.65 70 L.F. 8" PVC ROOF S M 829'99 829.95 FF DRAIN @ 0.80% SLOPE 829.95 HP 829.95 FF 829.95 FF STORM STRUCTURES CLE � NV 4.8026 00 I� 1 1 829.65 829.60 TR \ C 9.15 LP 829.10 BR 829. C TC 829.45 829. BR 2 .55 828.95 8 5 C 55 L.F. 8" PVC RO 8n •95 h 828.30 RIM S DRAIN @ 1.6C% SL 829.57TC STORM STRUCTURES 829,07 GUTTER INLET INV. IN (6" NW) 825 10 / INV. OUT (12" SW) 824.60 SEWER @ 22.00% SLOPE IS M 827. 0 T�o 8 .0 STUB INV. 821 .32 6.15 RIM 826.35 829.95 STORM STR CTURE 829.75 9 5" RCP STORM S 828.65 1 829.05 GC �3° 829.80TR CLEANOUT (s1 T 82970 SEWER @ 1.10% SLOPE RAGE 90 HP INV. 825.6 829.20 STORM STRUCTURE OS 826.90 TDC GUTTER T.B.M. # 1 - ELEV.= 828.88 826.40 6 9. 5 INV. IN 12" NE) 822.94 829.80 RIM L.F. 8" PVC � INV. IN 15" E) 821.24 550 818 FF (GAR)AIN @ 0.70% SLOP INV. OUT (18" W) 821.24 ' .11 T 829.70 18" RCP STORM OS 1 f 829.58 819.33 TC 828.20 @ 1.50% SLOPE 829.08 STORM STRUCTURE S MANHOLE INV. IN 829.80 RIM M , INV. IN 6" N) 822.80 I s 2 INV. OUT 829.84 RIM 829. 5Zrb� ti PIPES ARE HALF FULL OF HARD SEDIMENT 61 L.F. STORM STRUCTURE S w 829.95 FF TRENCH DRAIN o 20 SECTIONS + C.B. (I 830.40 TW r 4 x 829.82 i V1 STORM STRUCTURE o, 1 E 829.40 829.66 RIM TRENCH DRAIN ;,, I 00 829.95 FF 6 1 /2 SECTIONS + C.B. aox ; cn �N b 829.75 C o sl 829.13 TC 1� 829.25 fin, 82990 829.78 TC l 1 830.43 HP I i� Q r 830.40 I i I 829.90 I 1 nz 2 IDC` STORM STRUCTURE 829 5 CLEANOUT 7 .� PER DETAIL 01/C701 INV. 826.00 023 35 LF. 8" PVC ROOF B DRAIN O 4.29X SLOPE STORM STRUCTURE CLEANOUT PER DETAIL 01 /C701 INV. 826.00 57 LF. 8" PVC ROOF DRAIN O 2.63X SLOPE 45 L.F.6' PVC ROOF - 829.95 DRAIN @ 2.00% SLOPE - STOC:b1� STRUCTURES STORM STRUCTURES CLEANOUT CLEANOUT PER DETAIL 01 /C701 INV. 826.00 INV. 825.65 70 L.F. 8" PVC ROOF S M 829'99 829.95 FF DRAIN @ 0.80% SLOPE 829.95 HP 829.95 FF 829.95 FF STORM STRUCTURES CLE � NV 4.8026 00 I� 1 1 829.65 829.60 TR \ C 9.15 LP 829.10 BR 829. C TC 829.45 829. BR 2 .55 828.95 8 5 C 55 L.F. 8" PVC RO 8n •95 h 828.30 RIM S DRAIN @ 1.6C% SL 829.57TC STORM STRUCTURES 829,07 GUTTER INLET INV. IN (6" NW) 825 10 / INV. OUT (12" SW) 824.60 SEWER @ 22.00% SLOPE IS M 827. 0 T�o 8 .0 STUB INV. 821 .32 6.15 RIM 826.35 GRASS tit 8 L.F. 9 5" RCP STORM S µ 1 829.05 GC �3° SEWER @ 1.10% SLOPE RAGE ! 9. STORM STRUCTURE OS 826.90 GUTTER INLET 826.40 ? 829.55 INV. IN 12" NE) 822.94 INV. IN 15" E) 821.24 „ INV. OUT (18" W) 821.24 o 24 L.F. 18" RCP STORM OS f 829.58 SEWER @ 1.50% SLOPE 829.08 STORM STRUCTURE S MANHOLE INV. IN 18" E) 820.88 INV. IN 6" N) 822.80 I 2°s IE 6" VCP (N.E.)= 823.87' INV. OUT (21' W) 820.34 ti PIPES ARE HALF FULL OF HARD SEDIMENT 61 L.F. 21" RCP STORM l 1 0 0 10 ROUND INLET GRADING & STORM DRAINAGE PLAN SCALE: 1 " = 30' GMO APPROXIMATE LOCATION OF 2" GAS LINE - APPROXIMATE LOCATION OF 12" WATER LINE 0' 15' 30' 60' SCALE: 1" = 30' TC= 830.38' IE 8" VCP (N.)= 820.81' IE 18" VCP (E.)= 822.54' IE 10" VCP (S.)= 821.11' s IE 24" VCP (W.)= 819.68' NORTH ©St M H. LEGEND GRADING /DRAINAGE NOTES - - - .5C -_ - - -- EXISTING INDEX CONTOUR 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. I D{ 749 P ROPOSED NTERME ATE ONTOUR C OSITIVE DRAINAGE IN ALL PAVED 2. PROVIDE P AREAS WITHOUT PONDING 750 PROPOSED INDEX CONTOUR WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT 750.00 PROPOSED SPOT ELEVATION AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE TC 750.00 MADE IF NECESSARY. 749.50 TOP AND BOTTOM OF CURB ELEVATION 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING FF FINISH FLOOR ELEVATION CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND INV. INVERT ELEVATION EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING ■ STORM SEWER INLET 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. 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. WITHIN THE RIGHT -OF -WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR 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 TO THE SATISFACTION OF THESE 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 OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. 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. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 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 VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. _� LEGEND OS WORK UNDER SEPARATE CONTRACT BY OTHERS. O MEET EXISTING ELEVATION. 1 ROOF DRAIN LOCATION. SEE 'P' SERIES DRAWINGS. 2 4" PVC CONNECTOR PIPE HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382-5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF W ANA Developer Carmel Redevelopment Commission 111 West Main Street Carmel, Indiana 46032 317.571 -2787 (ARTS) Engineers: CSO SCHENKEL SHULTZ 250 Feet 96th Street. Soh. 20D• IN 46M T 317.5{6.7600 F 317.574.0957 wn mots Projecl• PARCEL 67 STREETSCAPE /STREET INDIANA DESIGN CENTER - P12 200 SOUTH RANGE LINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope o1 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 oil 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 contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title. GRADING & STORM DRAINAGE PLAN Revisions: Issue Da to 1acc�.aui ti� µ 1 829.05 GC �3° 8 .97 I ! 9. �2C) I f 829. C 829.55 Z I ? 829.55 829.45 „ o lb f 829.58 829.08 ` I 29.75 C 829.25 w..< TC= 829.25' IE 8" VCP (N.)= 823.70' I I 2°s IE 6" VCP (N.E.)= 823.87' q ti PIPES ARE HALF FULL OF HARD SEDIMENT w r 4 i 82 C o, 1 E 829.40 Z�ti � I sl 1� ~ �TC= 829.57' 29.90 C IE 8" VCP (S.)= 822.04' IE 8" VCP (N.W.)= 823.45' jjj 0 4 830.0 C S ,M•H, 829. IX l) 6 3 M I o R Y f $ 2 CAP s END 1 a z TC= 830.38' IE 8" VCP (N.)= 820.81' IE 18" VCP (E.)= 822.54' IE 10" VCP (S.)= 821.11' s IE 24" VCP (W.)= 819.68' NORTH ©St M H. LEGEND GRADING /DRAINAGE NOTES - - - .5C -_ - - -- EXISTING INDEX CONTOUR 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. I D{ 749 P ROPOSED NTERME ATE ONTOUR C OSITIVE DRAINAGE IN ALL PAVED 2. PROVIDE P AREAS WITHOUT PONDING 750 PROPOSED INDEX CONTOUR WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT 750.00 PROPOSED SPOT ELEVATION AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE TC 750.00 MADE IF NECESSARY. 749.50 TOP AND BOTTOM OF CURB ELEVATION 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING FF FINISH FLOOR ELEVATION CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND INV. INVERT ELEVATION EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING ■ STORM SEWER INLET 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. 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. WITHIN THE RIGHT -OF -WAY BACKFILL MUST MEET CITY STANDARDS. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR 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 TO THE SATISFACTION OF THESE 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 OR IMMEDIATELY WHEN REQUESTED TO DO SO BY THE CITY. 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. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 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 VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. _� LEGEND OS WORK UNDER SEPARATE CONTRACT BY OTHERS. O MEET EXISTING ELEVATION. 1 ROOF DRAIN LOCATION. SEE 'P' SERIES DRAWINGS. 2 4" PVC CONNECTOR PIPE HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382-5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF W ANA Developer Carmel Redevelopment Commission 111 West Main Street Carmel, Indiana 46032 317.571 -2787 (ARTS) Engineers: CSO SCHENKEL SHULTZ 250 Feet 96th Street. Soh. 20D• IN 46M T 317.5{6.7600 F 317.574.0957 wn mots Projecl• PARCEL 67 STREETSCAPE /STREET INDIANA DESIGN CENTER - P12 200 SOUTH RANGE LINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope o1 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 oil 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 contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title. GRADING & STORM DRAINAGE PLAN Revisions: Issue Da to Drawn By Checked By 3/5/07 KM GS Drawing Number: C300 Project Number: 26236