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HomeMy WebLinkAbout05080009-10 Civil Construction Plans Rcv. 7/22/2005 DOCSI 'k : w 0 Land Development Services, Inc. 501 South 9th St., Suite 100 Noblesville, Indiana 46060 (317)770 -1801 phone (317) 770 -1821 fax SITE CONSTRUCTION PLANS FOR: 0 CARMEL SCIENCE AND TECHNOLOGY CENTER .k I ,wIllow PART OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA CARMEL DRIVE &ADAMS STREET SHEET LIST TABLE SHEET NUMBER SHEET TITLE CS COVER SHEET CO.1 PRIMARY PLAT PLAN C1.0 EXISTING CONDITION - DEMO PLAN C2.0 SITE PLAN C3.0 L `LAN ---.. C4.0 SITE UTIUTY PLAN C5.0 SITE EROSION CONTROL PLAN C6.0 SITE EROSION CONTROL DETAILS C7.0 SITE SPECIFICATIONS C8.0 SITE DETAILS PROPOSED SITE NOT TO SCALE 0ITC VICINITY MAP No. ,o SCALE Q 1-r- E: LOCATION MAP NOTTO SCALE NOTES: ANY ALTERATIONS TO THESE PLANS NOT AUTHORIZED BY DEBOY LAND DEVELOPMENT SERVICES AND NOT IN ACCORDANCE WITH THE PLANS AND RECORDS ON FILE AT THE DEBOY OFFICE SHALL RELIEVE DEBOY LAND DEVELOPMENT SERVICES OF RESPONSIBILJTY FOR OVERALL ACCURACY OF THESE PLANS. REVISIONS SHEET NO. DATE REVISIONS DESCRIPTIONS 0 w Q w a co GO 0� w F— z w U CD O J 0 z U w H D Z Q W (w) Z W U U) J W 2 ry Q U w w Cn Cn Q 0 Q 06 w 0 J w Q U w w z U) cl� w O U CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE: 7-22 -05 PROJECT NO.: 2005 -0066 C S OF 9 PROJECT: F: \2005 \2005 -0066 — Dr. Kuklarni — Carmel Science and Technology Park \EN GIN EERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY. R.C. BERGER DATE: Friday; -July 22, 2005 3:23:27 PM U IN z C w o 0 U o 0 w (D "T _� w w LN (n :D Q C/) LL D w QZ W I-00J C/)Z =O 2 CL I- W I c O I- LLJ N- LO r- c W = J OO LO QO W Z) U) o o r-_ ti Ow o I co z m r o r` o r- CO J LO VICINITY MAP No. ,o SCALE Q 1-r- E: LOCATION MAP NOTTO SCALE NOTES: ANY ALTERATIONS TO THESE PLANS NOT AUTHORIZED BY DEBOY LAND DEVELOPMENT SERVICES AND NOT IN ACCORDANCE WITH THE PLANS AND RECORDS ON FILE AT THE DEBOY OFFICE SHALL RELIEVE DEBOY LAND DEVELOPMENT SERVICES OF RESPONSIBILJTY FOR OVERALL ACCURACY OF THESE PLANS. REVISIONS SHEET NO. DATE REVISIONS DESCRIPTIONS 0 w Q w a co GO 0� w F— z w U CD O J 0 z U w H D Z Q W (w) Z W U U) J W 2 ry Q U w w Cn Cn Q 0 Q 06 w 0 J w Q U w w z U) cl� w O U CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE: 7-22 -05 PROJECT NO.: 2005 -0066 C S OF 9 PROJECT: F: \2005 \2005 -0066 — Dr. Kuklarni — Carmel Science and Technology Park \EN GIN EERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY. R.C. BERGER DATE: Friday; -July 22, 2005 3:23:27 PM F`t a� f� 4` OC V \ / .�.> 10.04 ACRES .� �.., y �A_b v,� ;A �\'�N •� i -�� vx \ \ h , � J \, ~`� J IN INN F1 �k ! Vim\ f e. 0 rm\ ■==\ ■ A A A Pte\ 1 F nowilk ■ in lmnmn� w w i f el l E {� IV # i v /BOO el 411/ } > �' f �b If 7 f• I r. . r x w Ix lzi- f a.. \ j ! j f f f, 0 a;": f \i { t! 4 z z •w�f�3 4` .......... N 89'30' 561 E Sit Z \f?Z,6�'.` .v',,.....- �....�..�..�,. � � g ���wa' tea• , -s i -- 4! �5 x M f t.o •' f ar \µ EXISTING LEGEND NEW STORM MANHOLE Z NEW STORM SEWER INLET _. AN_ IN INN F1 �k ! Vim\ f e. 0 rm\ ■==\ ■ A A A Pte\ 1 F nowilk ■ in lmnmn� w w i f el l E {� IV # i v /BOO el 411/ } > �' f �b If 7 f• I r. . r x w Ix lzi- f a.. \ j ! j f f f, 0 a;": f \i { t! 4 z z •w�f�3 4` .......... N 89'30' 561 E Sit Z \f?Z,6�'.` .v',,.....- �....�..�..�,. � � g ���wa' tea• , -s i -- 4! �5 x M f t.o •' f ar \µ EXISTING LEGEND 0 NEW STORM MANHOLE Z NEW STORM SEWER INLET � SPOT ELEVATION (TOP OF CURB) vw N WATER VALVE x �� NEW ASPHALT PAVEMENT CD NEW ASPHALT PAVEMENT x�� °' SPOT ELEVATION �% FIRE HYDRANT 831 CONTOUR r DECIDUOUS TREE 11=0 AREA LIGHT 1 6" EVERGREEN TREE 0=�C] AREA LIGHT 2 0 z BUSH COL.) UTILITY POLE X FENCE E— GUY ANCHOR --u- SIGN T TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE 0 TELEPHONE RISER @ TRAFFIC SIGNAL MANHOLE 0 TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER G UNDERGROUND GAS QD DRAINAGE MANHOLE OHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET UGT UNDERGROUND TELEPHONE G ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM d CLEAN OUT SAN UNDERGROUND SANITARY o PIPE BOLLARD -W W— WATER LINE d FLAG POLE PROPOSED SITE LEGEND 0 NEW STORM MANHOLE Z NEW STORM SEWER INLET •, R ' pt" R •:Q r : `,::e�: • ` NEW CONCRETE W R/W PAVEMENT ,J , , NEW ASPHALT PAVEMENT CD NEW ASPHALT PAVEMENT CD NEW 6" CONCRETE CURB AND GUTTER o NEW FIRE HYDRANT W NEW 6" WATER LINE — STM NEW STORM R RADIUS L ARC LENGTH SITE DATA TABLE SITE ZONING M3 TOTAL AREA 10.04f ACRES PRELIMINARY PLAT NOTES - PROPER fY DOES NOT LIE IN A FLOOD ZONE - SURVEY WAS PROVIDED BY DEBOY LAND DEVELOPMENT SERVICES, 7- 22 -05. - ALL STORM PIPES ARE 12" RCP. - ALL WATER LINES ARE 6" DUCTILE IRON. - REGISTERED SURVEYOR: MIKE DEBOY 501 9TH SOUTH STREET, SUITE 100 NOBLESVILLE, INDIANA 46060 317 - 770.1801 HOLEY MOLEY SAYS "DIG SAFELY" m W Q w U Z u W o p o W W U) � Q W CnZW� z � Q Z `� W �- O � � �Q = O 2 CL z M O r � W C:) � W W -j 00 LO 00 = — c- 00 r i i W D ��ti°ot°� O W t` _/ _t` 0 z U) /�� /� r- m � 00 r11-- Q J o 0 r-- OO r Lo Z CO o�0 CO 0 m w �5 a GO • • w w ry U) U) 06 0 Q w 0 J W Q U �y CLIENT NAME. JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH �� ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE:7 -22 -05 1- 800 - 382 -5544 PROJECT NO.: 2005-0066 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 9 BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0066 — Dr. Kuklarni — Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: COA PRELIMINARY PLAT PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Frida�July 22, 2005 3:23:39 PM \ f.x ` w \ ? iAl r .. vy `� fi .t•i \ 3 �. 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N ~,89'30 00" Fsrr z� dl` d�eV x, •.y �,� } I{ ff 41 x , h\ ;: 1P G> F el s� Sf <•roE4 3� � b �" 5 n Is Xz s "^ d 2� H v {{ .A < 1 F' 1s CO t x } <t 0• < t� It j �� f4 tY cr �. \i w EXISTING LEGEND 1b REMOVE EXISTING FENCE O2 REMOVE EXISTING TREES �b+°' X SPOT ELEVATION (TOP OF CURB) �wV V V WATER VALVE Cp h SANITARY MANHOLE _ W .......... .. ...... INV N. 18" RCP = 838.01 ..= r .. vy `� fi .t•i \ 3 �. A q \`fir '� � # \ �� •.'��.? \\ Fr X\ i� P qq �` x� R: gr w l' � z �-� zzz \ < .�,.. x, 0 f4\+ b e •s } : Al .r'�� dr- r\.'•'^"„"` •....'..�. �........^-•�-� �,.C.... ....•.+.......,,,,,, ... >V } \ -a i\b� .u• {';xr "" �?\ ,2.�; t' �� \�:v 0`. F ;1 ` Thq .,: ::•... � �.� ........:.......t ......� ......»,...,...y, � � ..,� � � 4 a �„k, a � .............•„, �'' I T� S " r: h Y� - :�;;�` ....,. 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N ~,89'30 00" Fsrr z� dl` d�eV x, •.y �,� } I{ ff 41 x , h\ ;: 1P G> F el s� Sf <•roE4 3� � b �" 5 n Is Xz s "^ d 2� H v {{ .A < 1 F' 1s CO t x } <t 0• < t� It j �� f4 tY cr �. \i w EXISTING LEGEND 1b REMOVE EXISTING FENCE O2 REMOVE EXISTING TREES �b+°' X SPOT ELEVATION (TOP OF CURB) �wV V V WATER VALVE Cp h SANITARY MANHOLE _ W .......... .. ...... INV N. 18" RCP = 838.01 ..= Xlb +' SPOT ELEVATION �% FIRE HYDRANT 831 CONTOUR ,. DECIDUOUS TREE ❑=a AREA LIGHT 1 6" EVERGREEN TREE D=o=O AREA LIGHT 2 O BUSH Co.) UTILITY POLE FENCE X E-- GUY ANCHOR , o0T -��- LO z �� � SIGN ID TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ID TELEPHONE RISER @k TRAFFIC SIGNAL MANHOLE ❑ TRANSFORMER r7 TELEPHONE FO UNDERGROUND FIBER OPTICS V. W. 24 RCP - 837.54 CONCRETE BUMPER G UNDERGROUND GAS © DRAINAGE MANHOLE OHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM CLEAN OUT sAN UNDERGROUND SANITARY ® PIPE BOLLARD _ . SANITARY MANHOLE -w w- WATER LINE d FLAG POLE T.C. = 841.66 _ DEMOLITION _ INV . E. 8 PVC = 831.62 _ ......... INV. W. .8 PVC _ 831 62 INV S. 18" RCP = 836.48 LEGEND INV. N. 8" PVC = 831.50 CURB AND GUTTER INLET T C = 840.48 N O1 REMOVE EXISTING FENCE O2 REMOVE EXISTING TREES O3 REMOVE EXISTING CURB < REMOVE EXISTING SIDEWAKE DEMOLITION NOTES 1. ALL EXISTING BUILDINGS AND ALL ASSOCIATED UTILITIES WITHIN THE BUILDING, BUILDING SLAB AND FOUNDATION SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. IF HAZARDOUS OR CONTAMINATED MATERIALS ARE FOUND, CONTRACTOR TO CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES AND NOTIFY A CONTAMINATED MATERIAL REMOVAL CONTRACTOR. 2. DRAIN, PURGE OR OTHERWISE REMOVE, COLLECT AND LEGALLY DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER HAZARDOUS MATERIALS AND WASTE BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. 3. CONTRACTOR SHALL NOTIFY BUILDING INSPECTOR FOR DEMOLITION PROCEDURES. CONTRACTOR TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL REGULATIONS. 4. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION AND REMOVAL OF APRONS, ETC. BEFORE THE START OF ANY DEMOLITION. 5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO THE START OF DEMOLITION. 6. CONTRACTOR SHALL CAP AND MARK ALL UNUSED UTILITIES BACK TO PROPERTY LINE. CONTRACTOR TO FORWARD, IN DRAWING FORM, TO ARCHITECT AND ENGINEER, LOCATION OF ALL CAPPED AND UNUSED UTILITIES. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. 7. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERY OF HAZARDOUS OR CONTAMINATED MATERIALS. 8. EMPLOY A CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL RODENTS AND VERMIN BEFORE AND DURING OPERATIONS, IF APPLICABLE. 9. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON -SITE MATERIAL.. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL BUILDING REMOVAL, UTILITY REMOVAL, AND UTILITY RELOCATION ARE DONE AT THE DIRECTION OF THE APPROPRIATE UTILITY. 11. ALL LJ11LITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. 12. IT MAY BE NECESSARY TO REMOVE OR RELOCATE ADDITIONAL UTILITIES AND /OR STRUCTURES NOT INDICATED ON THIS SHEET. A PRE - CONSTRUCTION MEETING SHOULD BE SET UP TO ESTABLISH THE EXTENT OF WORK NECESSARY FOR CONSTRUCTION OF BUILDING AND PARKING LOT. HOLEY MOLEY SAYS "DIG SAFELY" m 0 w U STORM z SANITARY 1 : CURB AND GUTTER INLET T.C. = 840.50 0 CD � > SANITARY MANHOLE _ W .......... .. ...... INV N. 18" RCP = 838.01 ..= W U) A T.0 _ 842.88 ..................... ............................... INV. N. 8" PVC = 836.16 LJL INV S. 15" RCP 837.95 _ _ _ .. INV. W. 8 PVC = 836.09 2 _ URB... AND_ GUTTER INLET T. C = 840.29 0 �- W� T- Lov- SANITARY MANHOLE __. ....... ... . o) C:) L0 C\1 = J 0�0 ....NV .N• 18 RCP. _ .837.59 _ T- 00 I I I W o T.C. 842.94 INV. E. 8» PVC = 834.81 �, :INV. W. 24 RCP = 837.54 z U) _j 1___-1 --.� "-� M �-+r---. r co r� _ _ INV. W. 8" PVC = 834.83 , o0T -��- LO z �� � :INV. S. 18" RCP = 837.59 . .. .. ... . . - CURB AND GUTTER INLET _ . _ .. _ _ 840.29 _. _._ . C SANITARY MANHOLE _ T. C• . 842.83 ........................... INV N _1.8'�� RCP _ 837.59 _ _ INV. N. 8" PVC = 833.73 INV. W. 81 PVC = 833.54 V. W. 24 RCP - 837.54 ..... ............................... INV. E. 8 PVC = 833.67 :INV. S 18" RCP = 837.59 ....._ .. ........... _ ...... _ SANITARY MANHOLE 4 CURB..... AND GUTTER IN. LET .... T.C. 840.44 T.C. 841.89 ... . INV : = I,NV. N...1,8 RCP = 836.92 _ _ E. 8" PVC = 832.34 INV. W. 8» PVC. 832.18 NV. S. 1.8 „ RCP = 836.48 _ . __. ................. ............................... . _ . SANITARY MANHOLE 5 CURB AND GUTTER INLET T.C. 840.35 E T.C. = 841.66 _ _. _ INV N. 18" RCP = 836.43 _ INV . E. 8 PVC = 831.62 _ ......... INV. W. .8 PVC _ 831 62 INV S. 18" RCP = 836.48 INV. N. 8" PVC = 831.50 CURB AND GUTTER INLET T C = 840.48 SANITARY MANHOLE T. INV N. 12' RCP = 837.51 . . ... ...... F C. = 842.70 INV. N.W. 6" PVC = 834.99 INV N 8" PVC 832.04 7 CURB AND GUTTER INLET _ _ T C 840 51 INV E. 8" PVC = 830.26 ... . ... . ...... .......... . :INV.' INV . . ...... INV N. 15" RCP = 836.95 S. 8" PVC = 830.01 INV S. 12" RCP = 83718 . .. .... .. . ... ........ ... .. . . SANITARY MANHOLE __ .. .... _ ___ G T.C. = 841.80 8 _ CURB...AND GUTTER INLET T C 840.62 _ .. INV. N. 8" PVC = 829 08 INV. INV W. 15" RCP = 836 4 . . ...... . .... IAI %l AI f 4 cf) r•% ^n n - `. -� . E. 8" PVC 829.24 INV. S. 8.... PVC - 829.01 HOLEY MOLEY SAYS "DIG SAFELY" m 0 w U z U) W U 0 CD � > � o W (0 W qr" w W U) W � Q C�ZW� z LJL W �-- O J � 2i ,\ � O Q z _ (1 z CLI_U. 0 �- W� T- Lov- .j W o) C:) L0 C\1 = J 0�0 T- 00 I I I W o O T- O r` o r� Q w � M W r%.. z U) _j 1___-1 --.� "-� M �-+r---. r co r� Q J , o0T -��- LO z �� � CL Gp� N • w w C/) C/) 2 06 0 a w 0 J W 2 Q U CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE uL1 vI�L VVIVIMGIVI�IIVt� YVVI -�f'�. PROJECT: F. \2005 \2005 -0066 - Dr. Kuklarni - Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION - DEMO PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday;- July 22, 2005 3:23:53 PM EXISTING LEGEND O NEW SANITARY STRUCTURE a NEW STORM SEWER INLET SPOT ELEVATION (TOP OF CURB) wV WATER VALVE x h6 NEW ASPHALT PAVEMENT ��°' x SPOT ELEVATION NEW ASPHALT PAVEMENT FIRE HYDRANT 831 CONTOUR or DECIDUOUS TREE ❑=- AREA LIGHT 1 SIDEWALK BY OTHERS EVERGREEN TREE CH-0 AREA LIGHT 2 © BUSH ro-� UTILITY POLE 0 W I` 05 f` FENCE X E— GUY ANCHOR SIGN I TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ❑ TELEPHONE RISER TRAFFIC SIGNAL MANHOLE ❑1 TRANSFORMER TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS QD DRAINAGE MANHOLE oHU OVERHEAD UTILITIES 0 SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET uGT UNDERGROUND TELEPHONE ® ROUND INLET (24- TYPICAL) uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM C CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD –w W— WATER LINE FLAG POLE PROPOSED SITE LEGEND O NEW SANITARY STRUCTURE a NEW STORM SEWER INLET 'Z^^ vJ NEW CONCRETE U R PAVEMENT NEW ASPHALT PAVEMENT Q NEW ASPHALT PAVEMENT Z NEW CONCRETE CURB AND GUTTER © NEW FIRE HYDRANT O NEW 5' SIDEWALK O SIDEWALK BY OTHERS J W BARRIER FREE RAMP SITE DATA TABLE SITE ZONING M3 PROJECT AREA 10.041 ACRES SITE NOTES 1. SEE SHEET "C8.0" FOR SITE DETAILS. 2. SEE SLEET "C7.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE BACK OF CURB. HOLEY MOLEY SAYS "DIG SAFELY" co 0 w Q a w a U 'Z^^ vJ U O T-o U) D Q w Z - Q Z J U) Z00 _ — a. F- LL 0 i— L j LO J W O J O LO N = _! 00 In 00 > � 00 r i i W u) 0 0 W I` 05 f` Z� Q m I` 00 I� o 0 r- 00 r- Lo ZCO0OCO) 5� CL 0� w z w U 0 O J 0 z �17 U W H D Z Q W U Z W U U) J W ry a U F-- W w L.L. U) U) Q 0 Q 06 W ct 0 J W Q 0 z Q J d Lij H CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR "IT'S THE LAW" DRAWN: RCB CHECKED BY: SLH CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 7-22 -05 1 -800 -382 -5544 PROJECT NO.: 2005 -0066 CALL TOLL FREE ■ PER INDIANA STATE LAW IC8 -1 -26. W AGAINST THE LAW TO EXCAVATE OF WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0066 — Dr. Kuklarni — Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C2.0 SITE PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Fridoy;�my 22, 2005 3:24:02 PM EXISTING LEGEND 6� STORM W U - h °' SPOT ELEVATION (TOP OF CURB) WATER wV VALVE x�� D Q F- W :Qz_j � °� x � SPOT ELEVATION INV. W. 8" PVC = 836.09 FIRE HYDRANT 831 CONTOUR or DECIDUOUS TREE ❑=fl AREA LIGHT 1 g EVERGREEN TREE E�4O AREA LIGHT 2 © BUSH Q _l UTILITY POLE FENCE X F- GUY ANCHOR --u- SIGN T TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE 0 TELEPHONE RISER tot TRAFFIC SIGNAL MANHOLE O TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS GD DRAINAGE MANHOLE OHU OVERHEAD UTILITIES GS SANITARY MANHOLE OHE OVERHEAD ELECTRIC iw CURB INLET UGr UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM O CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD 0.48 O T.C. _ 842.70 " RCP = 837.51 -w w- WATER LINE FLAG POLE PROPOSED UTILITY LEGEND } INV. E. 8" PVC = 830.26 D.51 INV. S. 8" PVC 830.01 " RCP = 836.95 0 SANITARY MANHOLE W T.C. = 841.80 W 0� FIRE HYDRANT INV. N. 8" PVC = 829.08 D.62 a » RCP = 836.40 W WATER 57. RCP =. 836.60 _ _ a SANITARY MANHOLE STM STORM SEWER - STM STORM W U O � �o MANHOLE �� w U) D Q F- W :Qz_j " RCP = 837.95 0 11 U) Z 0 INV. W. 8" PVC = 836.09 GUTTER INLET O F- Lu r- LO r- ,J OJOL0N T- T.C. = 842.94 00 i I i > O Q r- O 1" RCP __ 837.54 ° � 0wrO0° ti Z CO ti 00 r-- Q _l op�oot- In z � � STM STORM SEWER INLET > GUTTER INLET 0 STORM MANHOLE O UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - S;-.NITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEETS "C10.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET "C7.0" & "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. EXISTING STRUCTURE TABLE 'ORM SANITARY > GUTTER INLET SANITARY MANHOLE 0.50 AO T.C. = 842.88 1" RCP = 838.01 INV. N. 8" PVC = 836.16 " RCP = 837.95 INV. W. 8" PVC = 836.09 GUTTER INLET SANITARY MANHOLE 0.29 gO T.C. = 842.94 RCP = 837.59 INV. E. 8" PVC = 834.81 1" RCP __ 837.54 ° INV. W. 8" PVC = 834.83 ., RCP = 837.59 SANITARY MANHOLE GUTTER INLET O T.C. = 842.83 0.29 INV. N. 8" PVC = 833.73 " RCP = 837.59 INV. W. 8" PVC = 833.54 I." RCP = 837.54 INV. E. 8" PVC = 833.67 , RCP _ 837.59 SANITARY MANHOLE GUTTER INLET p T.C. = 841.89 0.44 INV. E. 8" PVC = 832.34 " RCP = 836.92 INV. W. 8" PVC = 832.18 " RCP = 836.48 SANITARY MANHOLE GUTTER INLET E T.C. = 841.66 0.35 INV. E. 8" PVC = 831.62 " RCP = 836.43 INV. W. 8" PVC = 831.62 " RCP = 836.48 INV. N. 8" PVC = 831.50 GUTTER INLET SANITARY MANHOLE 0.48 O T.C. _ 842.70 " RCP = 837.51 INV. N.W. 6" PVC = 834.99 INV. N 8" PVC = 832.04 GUTTER INLET INV. E. 8" PVC = 830.26 D.51 INV. S. 8" PVC 830.01 " RCP = 836.95 " RCP = 837.18 SANITARY MANHOLE OG T.C. = 841.80 GUTTER INLET INV. N. 8" PVC = 829.08 D.62 INV. E. 8" PVC = 829.24 » RCP = 836.40 INV. S. 8" PVC = 829.01 57. RCP =. 836.60 _ _ SANITARY MANHOLE GUTTER INLET O T.C. = 844.36 D.48 INV. N.E. 8" PVC = 827.69 15" RCP = 837.46 INV. N.W. 8" PVC = 827.71 5" RCP = 837.50 INV. S. 8" PVC = 833.63 INV. S.E. 8" PVC = 827.55 GUTTER INLET _ D.82 SANITARY MANHOLE 15" RCP = 836.50 I T.C. = 842.66 5" RCP = 836.72 INV. N.W. 8" PVC = 826.07 INV. E. 8" PVC = 826.03 . INV. S.W. 8" PVC = 826.05 HOLEY MOLEY SAYS "DIG SAFELY" 5� GOB ry Lij F- z Lu U } CD O J 0 Z 2 U ui H D Z Q W U Z LLJ (0) U) J LLJ :2 ry Q U w NW L.L Q 0 Q 06 \w 0 J W :2 ct Q U z Q J } J W F- CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: KJR "IT'S THE LAW" DRAWN: RCB CHECKED BY: SLH CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 7-22 -05 1- 800 -382 -5544 PROJECT NO.: 2005 -0066 CALL TOLL FREE ■ PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0066 - Dr. Kuklarni - Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Fridoy -duly 22, 2005 3:24:12 PM • �.a S ,x r r to .•,- ;::,;: ,�;..- 10.04 ACRES' ti f A. /� .0009 r�,...;.�^ o x r > b x •O NI .10 1, Lx \� o o� a\ rW ..?Yt oq. F � 14 a t.. o � o 0 t.. v AN qk3,;: \:. -R /J If X. � r1 �` t 4,x o.xb fJf+C.� / d I 3" jA� NORTH /Nx// All i � W cur Cd 2 < 4 M 3 t� f ;.may: rj o> -,00 a.s 1 X4 /3 � r \�• EXISTING LEGEND , CONTROL LEGEND SF w EROSION CONTROL FENCE EROSION CONTROL INLET PROTECTION TEMPORARY SEEDING CONSTRUCTION ENTRANCE EROSION CONTROL NOTES. SILT FENCE MAINTENANCE REQUIREMENTS 1.INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE OR IN ANY WAY BECOMES INEFFECTIVE REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR WHEN IT IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1.INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO EXISTING STREETS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. CONSTRUCTION SEQUENCE 1. NOTIFY IDEM AND THE HAMILTON COUNTY SOIL AND WATER CONSERVATION WITHIN 48 HOURS OF STARTING CONSTRUCTION. 2. POST THE NOI AND CONTACT INFORMATION FOR THE PERSON ONSITE RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION. 3. DESIGNATE THE TRAINED INDIVIDUAL THAT WILL COMPLETE THE WEEKLY SITE EVALUATIONS. 4. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. ( "HOLEY MOLEY ") AT 1- 800 - 382 -5544 TO CHECK THE LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE CONSTRUCTION TAKES PLACE. 5. INSTALL CONSTRUCTION ENTRANCE, PERIMETER BMP'S, AND INLET PROTECTION ON EXISTING INLETS. 6. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, START EARTHWORK. DO NOT LEAVE LARGE AREAS UNPROTECTED FOR MORE THAN 15 DAYS. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 7. INSTALL STORM SEWERS. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED. 8. COMPLETE ROADWAY AND CURBS. 9. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. HOLEY MOLEY SAYS "DIG SAFELY" 100 0 W w 13- U God Z VJ �� °h SPOT ELEVATION (TOP OF CURB) MMwV W WATER VALVE T - W Co x 6 0 dt W 00 +* x SPOT ELEVATION FIRE HYDRANT 831 CONTOUR r DECIDUOUS TREE w AREA LIGHT 1 6" EVERGREEN TREE u) z_^ =0Q AREA LIGHT 2 O BUSH LL UTILITY POLE X FENCE E— GUY ANCHOR --u- SIGN , OD TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE W 0 U) � O O O W r` 00 r` III TELEPHONE RISER 0 z TRAFFIC SIGNAL MANHOLE Q .J o O T- 00 r- �ZM�� TRANSFORMER TELEPHONE FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER G UNDERGROUND GAS © DRAINAGE MANHOLE N A, 8930'00 ":, :. ::: :.:.:.:.....:::.:....... OHU OVERHEAD UTILITIES QS SANITARY MANHOLE 561.85' oHE OVERHEAD ELECTRIC CURB INLET < UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) SNIP' UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24 TYPICAL) STM UNDERGROUND STORM C CLEAN OUT SAN UNDERGROUND SANITARY ® PIPE BOLLARD -w w— WATER LINE FLAG POLE PROPOSED EROSION CONTROL LEGEND SF w EROSION CONTROL FENCE EROSION CONTROL INLET PROTECTION TEMPORARY SEEDING CONSTRUCTION ENTRANCE EROSION CONTROL NOTES. SILT FENCE MAINTENANCE REQUIREMENTS 1.INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE OR IN ANY WAY BECOMES INEFFECTIVE REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR WHEN IT IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1.INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO EXISTING STREETS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. CONSTRUCTION SEQUENCE 1. NOTIFY IDEM AND THE HAMILTON COUNTY SOIL AND WATER CONSERVATION WITHIN 48 HOURS OF STARTING CONSTRUCTION. 2. POST THE NOI AND CONTACT INFORMATION FOR THE PERSON ONSITE RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION. 3. DESIGNATE THE TRAINED INDIVIDUAL THAT WILL COMPLETE THE WEEKLY SITE EVALUATIONS. 4. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. ( "HOLEY MOLEY ") AT 1- 800 - 382 -5544 TO CHECK THE LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE CONSTRUCTION TAKES PLACE. 5. INSTALL CONSTRUCTION ENTRANCE, PERIMETER BMP'S, AND INLET PROTECTION ON EXISTING INLETS. 6. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, START EARTHWORK. DO NOT LEAVE LARGE AREAS UNPROTECTED FOR MORE THAN 15 DAYS. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 7. INSTALL STORM SEWERS. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED. 8. COMPLETE ROADWAY AND CURBS. 9. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. HOLEY MOLEY SAYS "DIG SAFELY" 100 0 W w 13- U Z VJ W U � C:) o > T - W Co 0 dt W W � Q W CnZW� ~ LL ^QZ w E- Fn O .j X u) z_^ =0Q LL O �- W - - J W o) _j N = J o0�O0 -r- 00 f— > I I i W 0 U) � O O O W r` 00 r` 0 z (0 = � 00-wN T- ootioor` Q .J o O T- 00 r- �ZM�� T14 w �5 GO w w U) 2 06 a w 0 J W Q U s • CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH �� IT D THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 7-22 -05 1 -800 -382 -5544 PROJECT NO.: 2005 -0066 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 9 BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0066 — Dr. Kuklarni — Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C6.0 SITE EROSION CONTROL PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Fridcty; --duly 22, 2005 3:30:20 PM SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT F-p0_j WZ =0 A 0- * /// / / //I / / //� _j /If► W = 2 LO 00 W ~ > O I O mmm= 0WtiooOti SEEDING M ti co ti O0' -00� EM LoZ�° -0� DORMANT B B SEEDING TEMPORARY C E * / / /// / / //D SEEDING SODDING F MULCHING G A = KENTUCKY BLUEGRASS 100 LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B = KENTUCKY BLUEGRASS 120 LBS /ACRE; CREEPING RED FESCUE 120 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LDS./ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F = SOD G = STRAW MULCH 2 TONS /ACRE * /I/ * IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD SEASONAL SOIL PROTECTION CHART SEEDBED PREPARATION: 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) 2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. DANDY BAG II BY MIRAFI 1- 888- 795 -0808 Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag® II so that the grate is below the top straps and above the lover straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag® II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. DANDY BAG II STRAPS DANDY BAG H STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS SOILS MAP Br Brookston silty clay loam, 0 -2 percent slops, This soil is dark grayish brown, silty in texture and is in typically broad depressions, swales and narrow drainage ways of till plains. It consist of deep, very poorly drained, moderately permeable soil. Its water table is high and the water capacity and content of organic matter in surface later is high for good plant growth and is commonly use for cultivated crops. The soil has a loamy glacial till underlayment. The main soil features that affect urban development uses are a seasonal high water table, high potential frost action, moderate shrink —swell potential and moderate permeability. Because of these Engineering limitations, roads and streets should be designed with adequate drainage to minimize frost action and dwelling units with basement should have adequate footing and foundation drainage due to wetness in the soils. CrA Crosby silt loam, 0 -3 percent slopes — This soil is dark grayish brown colored, silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability. MmB2 Miami silt loam, 2 -6 percent slopes — This soil is eroded. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should have adequate footing and foundation drainage due to wetness in the soils. FABRIC = AMOCO 4535 2 "X2" HARDWOOD NONWOVEN POSTS SPACED Z COMPACTED 6' 0. C. SSSOIL co E z a z EX. SUBGRAJE � 4" SEDIMENT CONTROL FENCE C0 0 W a W ty- a C0 0 W CL H 07 U Z M W O p U_ o c� 0 I W F— 't W F- W Z W LL Z -QZJ W F-p0_j WZ =0 2i 0- 2 - 11 I- LL. p F- W r- Lo r' _j Cy) J O LO N W = 2 LO 00 W ~ > O I O 0WtiooOti Z Q M ti co ti O0' -00� J LoZ�° -0� ry w z w U CD O J 0 Z 2 U w H D Z Q W U Z W I— W W W U) Q 0 Q 06 W W 2 Q U W r) .j 0 Z 0 V Z 0 W O ry W U W .0 U) o° Oe °' (� °•O ° W 'OeO .0 00 ° °o.° °o. 000.0.0.0. PUBLIC ROAD O . o '0,00 o°. o "o °0. \ 0.0.0.0 °0.0 °0.0 °0 50' (MIN) ,oeO,0e0,OeO,O.O,Oe 0s000000.009060.0°0,00 0000 090900000-0-0600000.00 _009060-0009060.09000.0.0.0000 \ • • ° • io• ° •� O e O .• Oe e .o• . • ° • . O•.•° e . . •O.•° • • . O, •�° • ° • • � ° i 00000.00000 0 0o . 0 .00 0 0 0 O. O 0 0°0 °O.000.00000.0.0 0.0°0 0 0.0 °0.O ° °• e °•.0.0o..-.00. o •o e O.o e O 0•00 e e O o e O•o e O. o e ° O. p e 0 0 e 0 .O e e e e 0 e O. 0 •O • ° • 0 O ° Oe0°0e0-0e0-0e e000 o O.° 0.0 •O O.O O.0 O •O . 0 ° O • ° ° . 0 ° O 0 ° O 0 ° O o 0 ° O • p O .... •�•. • ••.• O ° g-60900 0 • 0 00.0 e0 • 0 e0. 0 0 ,••°• °0.0 °o. O. ° °o. ° °0.0 ° °. °° CLIENT NAME: •• °'••• °'o' 0 eo' 0'0' 0 °0' 0 eo • 0 °° . 0 ° JAGDISH D. KULKARNI MD e •° • • O ° O . 0 ° O . 0 ° 090 0 ° 0;0 0 ° O • 0 ° O • 0 ° ° 00.0 0° 0 °0.0 °° • ° 00.0 00.0 ° J & J ENTERPRISE •.'.'• •° ° ° e0.0.0.0 e0 e0 e0 ° e 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 •o. O•o o•o O•o 000 0 6" (MIN) :°° °° °o ° °o ° °o ° °o ° INDIANAPOLIS, IN 46268 °,• o 0 °•• o'O0o' 0 - --- 10 000 0. 2 " -3" COARSE ;° 12' (MIN) - -- © 2005 DeBoy Land Development Services, Inc. AGGREGATE GEOTEXTILE FABRIC TO STABILIZE DESIGNED: KJR APPROVED: KJR FOUNDATION (ESPECIALLY IMPORTANT DRAWN: RCB CHECKED BY: SLH WHERE WETNESS IS ANTICIPATED) SCALE: 1" = 50' DATE: 7-22 -05 TEMPORARY CONSTRUCTION PROJECT NO.: 2005 -0066 ENTRANCE DETAIL C600 OF 9 PROJECT: F: \2005 \2005 -0066 — Dr. Kuklami — Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C7.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Friday, -,July 22. 2005 3:30:31 PM GENERAL NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES SUBMITTED ON THE CONTRACT. 3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY), IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE OF THE CONTRACT AND IN PREPARATION OF THE BID. 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D -1557. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. CLEARING AND GRUBBING 1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, RUBBISH, BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY "CONSTRUCTION LIMITS ". 2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL AREA(S) OFF OF THE PROJECT SITE; NO "BURY PITS" SHALL BE USED FOR ONSITE DISPOSAL. 3. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL FIRE MARSHAL. TREE REMOVAL AND PROTECTION 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE OCCUPIED BY ROAD AND SURFACED AREAS. 2. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER. 3. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION IS OR WILL BE FATAL TO SUCH ADJACENT TREES. 4. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHER MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED OR STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE PAINT, STRIPPING OF TOPSOIL 1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE REQUIRED. 2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL AREAS. 3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. PAVEMENT CONSTRUCTION 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. a. PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. b. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402. c. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT SECTION 208. CONCRETE CURB AND WALKS 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. A -185. 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT. 4. APPLICATION a. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ACCORDANCE WITH INDOT SECTION 604 AND 605. b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT SPECIFICATIONS SHALL APPLY. c. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN INDOT SECTION 501.17. 5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. DEMOLITION 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. a. BUILDING WALLS. b. FOUNDATIONS. c. PAVEMENT (CONCRETE, ASPHALT AND BRICK). d. CONCRETE SLABS. 2. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLITION SHALL TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID SAVINGS. 3. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, STRUCTURES, PIPES, MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL EXISTING BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP SUFFICIENTLY TO PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT WALLS, FOUNDATIONS, FLOOR SLABS, AND ETC. SHALL BE REMOVED TO AN ELEVATION SUCH THAT THEY WILL NOT SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. 4. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF CARMEL, AND ALL OTHER APPLICABLE GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED WITH THE PROVISIONS OF THE MUNICIPAL CODE OF THE CITY OF CARMEL. UTILITIES 1. ALL WATER LINES FROM THE CITY OF CARMEL UTILITIES MAIN TO ANY LOT SHALL BE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE CITY OF CARMEL UTILITIES. 2. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED AREAS. 3. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS OF PAVED AREAS PER HAMILTON COUNTY HIGHWAY DEPARTMENT SPECIFICATIONS. SANITARY SEWER SPECIFICATIONS 1. STANDARDS SPECIFICATIONS OF CLAY TOWNSHIP REGIONAL WASTE, INDIANA DEPARTMENT OF TRANSPORTATION AND INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN WITH INDOT SECTION 715, ASTM AND MANUFACTURER SPECIFICATIONS. 2. SANITARY SEWER PIPE SHALL BE PVC TYPE 1, CONFORMING TO ASTM D -3034 OR PVC IN ACCORDANCE WITH ASTM D -3034 (S.D.R. 35) AND ASTM 2321. JOINTS FOR P.V.C. SHALL BE COMPRESSION TYPE FLEXIBLE GASKETED JOINTS. 3. ALL SANITARY SEWER MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN ACCORDANCE WITH ASTM C -478 AND 720. MANHOLE SECTIONS SHALL HAVE KENT SEAL AND "0" RING TYPE GASKETS WHICH SHALL CONFORM TO ASTM D -443. BACK PLASTERING OF ADJUSTING RINGS IS REQUIRED. 4. THE TYPE OF NEW MANHOLE CASTING AND COVER SHALL BE NEENAH R- 1712 -B -SP. 5. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE ENGINEER OR HIS REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. 6. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISHED GRADE. 7. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL. TRENCH OPENINGS WITHIN 5 FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND COUNTY PERMITS HAVE BEEN OBTAINED BY OWNER PRIOR TO START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE ENGINEER WITH A SET OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATIONS AND INVERTS TO INCLUDE LATERAL LOCATIONS, DEPTH AND LENGTHS. SUCH "AS- BUILT" PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERAL AND STUB TERMINATIONS SHALL BE INDICATED BY A MAGNETIC TAPE LOCATOR PLACED AT THE END OF EACH LATERAL. 10. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST, UNLESS OTHERWISE DIRECTED BY ENGINEER. SAID TEST SHALL BE CONDUCTED ACCORDING TO TEN STATES STANDARDS, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, AND CLAY TOWNSHIP REGIONAL WASTE AND SHALL BE WITNESSED BY AN ENGINEER. INFILTRATION UNDER TEST SHALL NOT EXCEED 100 GALLONS PER INCH OF INSIDE DIAMETER OF SEWER PIPE PER MILE OF SEWER IN 24 HOURS AND INCLUSIVE OF ALL APPURTANCES WITHIN THE SECTION BEING TESTED SUCH AS MANHOLES, HOUSE CONNECTIONS, ETC. 11. DEFLECTION TESTS SHALL BE PERFORMED ON ALL *FLEXIBLE PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, CAST IRON PIPE AND ASBESTOS CEMENT PIPE). 12. ALL TESTING SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. 13. THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH CLAY OR PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. 14. CLASS I BEDDING AS DESCRIBED IN ASTM -2321 SHALL BE USED, EXCEPT WHERE SPECIFIED OTHERWISE. 15. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS AS SHOWN ON THE DETAIL SHEET. 16.TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. 17. ALTERNATE PRESSURE PIPE MATERIAL SHALL BE POLYVINYL CHLORIDE PLASTIC PIPE WITH A STANDARD DIMENSION RATIO OF SDR 21 OR AWWA C -900 WITH A SDR OF 21(CLASS 200) AND BE DESIGNED FOR A RATED WORKING PRESSURE OF 200 PSI WATER PRESSURE. ALL PLASTIC WATER MAINS SHALL BE COLORED BLUE. PLASTIC PIPE SHALL BE SUITABLE FOR USE AT THE MAXIMI!M HYDROSTATIC WORKING PRESSURE IDENTIFIED ABOVE, AT 73 DEGREES F. ALL PIPE SHALL MEET THE REQUIREMENTS AS SET FORTH IN ASTM D -2241, WITH THE STANDARD DIMENSION RATIO IDENTIFIED ABOVE AND SHALL BEAR THE NATIONAL SANITATION FOUNDATION (N.S.F.) SEAL OF APPROVAL FOR POTABLE WATER PIPE. PROVISIONS SHALL BE MADE FOR EXPANSION AND CONTRACTION AT EACH JOINT WITH A RUBBER RING, AND INTEGRAL THICKENED BELL AS PART OF EACH JOINT. PIPE AND FITTINGS SHALL BE ASSEMBLED WITH A NONTOXIC LUBRICANT. STANDARD LAYING LENGTHS SHALL BE 20 FEET PLUS OR MINUS 1 ITCH. 18. SANITARY SEWER CONSTRUCTION WILL NOT BE ALLOWED TO COMMENCE UNTIL A VALID 327 IAC ARTICLE 3 IS OBTAINED (WHEN REQUIRED). 19.THE MINIMUM CELL CLASSIFICATION FOR P.V.C. PIPE SHALL BE 12454 -B OR 12454 -C. 20.THE FLOW CHANNELS FOR THE SANITARY SEWER MANHOLES SHALL BE U- SHAPED WITH THE THE BENCHWALLS EXTENDING TO THE CROWN OF THE INCOMING AND AND OUTGOING PIPES. 21. MANHOLES LINED IN THEIR ENTIRITY SHALL BE VACCUUM TESTED. ALL PIPES ENTERING THE MANHOLE SHOULD BE PLUGGED, TAKING CARE TO SECURELY PLACE THE PLUG FROM BEING DRAWN INTO THE MANHOLE. THE TEST HEAD SHALL BE PLACED AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. A VACUUM PUMP OF TEN (10) INCHES OF MERCURY SHALL BE DRAWN AND THE VACUUM PUMP SHUT OFF. WITH THE VALVES CLOSED, THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO NINE (9) INCHES. FOLLOWING ARE A MINIMUM ALLOWABLE TEST TIMES FOR MANHOLE ACCEPTANCE AT THE SPECIFIED VACUUM DROP. DEPTH (FEET) TIME (SECONDS) ? ? ? ?? 48" DIAMETER 60" DIAMATER 72" DIAMETER 4 10 13 16 8 20 26 33 12 30 39 49 16 40 52 67 20 50 65 81 24 59 78 97 ADD FOR 2 FT. MORE DEPTH 5 6.66 8 NOTE: THESE NUMBERS HAVE BEEN TAKEN FROM ASTM C 1244 -93 (REAPPROVED 2000) IF THE MANHOLE FAILS IN THE INITIAL TEST, REPAIRS AND ADJUSTMENTS NECESSARY DUE TO EXTENUATING CIRCUMSTANCES (IE. PIPE JOINT, LINER, PLUG SEALING) SHOULD BE MADE RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. STORM SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE HAMILTON COUNTY SURVEYOR AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM DESIGNATION C -76 CLASS III. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH INDOT SECTION 908. ALL HIGH DENSITY POLEYETHELINE (HDPE) SHALL CONFORM TO AASHTO M294 AND SHALL BE TYPE S WITH MINIMUM CELL CLASS OF d324420C CONFORMING TO ASTM D 3350, FLEXIBILITY FACTOR NOT TO EXCEED 0.095 AND ALL JOINTS SHALL BE ASTM D3212 & F477. ALL POLYVINYL CHLORIDE PIPE (PVC) SHALL CONFORM TO AASHTO M304 & MINIMUM CELL CLASS OF 12454C OR 12364C PER ASTM D1784 AND JOINTS SHALL CONFORM TO ASTM D3212 AND F447. 3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. 4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C -478. 5. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO COMPLETE ANY MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE CONTRACTOR OR THE CONTRACT AMOUNT. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 7. RIP RAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL BEST PLACEMENT OF RIP RAP SHALL BE DETERMINED BY FIELD CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616. 8. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY MODIFICATION REQUIRED BY THE ENGINEER AT THE TIME INSTALLATION IS COMPLETED AND TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY THE DESIGN DRAWING. 9. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. SOIL EROSION CONTROL SUMMARY 1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND STRAW BALE FILTERS AS SHOWN. 2. MASS GRADE THE SITE (SIDES OF SWALES, AND MOUNDS TO BE SODDED OR SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL BE RECOMMENDED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL SEEDED WITHIN A TIME PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS, ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR. DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES. 3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER APPROVED METHODS. CLEANING OF STREET SHALL BE REQUIRED AS DIRECTED BY LOCAL AUTHORITIES, OWNER, ARCHITECT, OR ENGINEER. 4. MAINTAIN ALL "L TERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 113 CU.FT.). PAYMENT FOR ADDITIONAL STRAW BALES AND RIP RAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT BASIS. 5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS INSTALLED. 6. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS PREPARED. 7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH Or' GROUND COVER TO PREVENT FURTHER EROSION. 8. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. PARKING LOT STRIPING 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT- P -115A FOR TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). 2. STRIPE PARKING LINES AS SHOWN ON DRAWINGS WITH STRIPING PAINT. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND HAND BROOM TO REMOVE ALL LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR TO PROVIDE BARRIERS TO PREVENT MARRING OF LINES BY VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH OF FOUR INCHES. STORMWATER POLLUTION PREVENTION PLAN Al PLAN INDEX IS SHOWN BELOW. A2 11 X 17 INCH PLAT WILL BE PROVIDED SEPARATELY. A3 PROJECT NATURE AND PURPOSE: INSTALLATION OF INFRASTRUCTURE FOR APPROXIMATELY 5 LOT, 10 ACRE COMMERCIAL SUBDIVISION. A4 THE PROJECT LOCATION MAP IS LOCATED ON THE COVER SHEET. A5 PART OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA. LATITUDE: 39° 58' 03 ", LONGITUDE: -86° 08' 41". A6 LOCATION OF LOT AND PROPOSED SITE IMPROVEMENTS: SEE SHEETS COA, C2.0, & C4.0. A7 HYDROLOGIC UNIT CODE: 05120201090040 A8 N/A A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: SEE SHEET C3.0. A10 THERE ARE NO WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THIS SITE. All RECEIVING WATERS: CARMEL CREEK Al2 IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUNDWATER: N/A A13 THIS SITE DOES NOT LIE IN A FLOOD HAZARD ZONE AREA, ACCORDING TO FLOOD INSURANCE RATE MAP #18057CO209F DATED FEBRUARY 19, 2003. A14 10 YEAR PRE - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE = CFS 10 YEAR POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE = CFS A15 THE ADJACENT LANDUSE: COMMERCIAL A16 LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED LAND: SEE SHEETS C2.0 -05.0. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEET C1.0. A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS IS SHOWN ON SHEET C6.0. A19 LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEET C4.0. A20 THERE IS NO PLANNED OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND /OR DISPOSAL AREAS: SEE SHEET C5.0. A22 EXISTING SITE TOPOGRAPHY: SEE SHEET C1.0. A23 PROPOSED FINAL TOPOGRAPHY: SEE SHEET C3.0. B1 POTENTIAL POLLUTANT SOURCES INCLUDE EXPOSED SOILS, FUELING, LEAKING VEHICLES AND EQUIPMENT, CONCRETE WASHOUT, PAINTS, SOLID WASTE AND TRASH. THE MEASURES OR OPERATIONAL ACTIVITIES THAT WILL BE INITIATED TO MINIMIZE THE DANGER DF POLLUTANTS ENTERING STORMWATER ARE SHOWN ON SHEET C5.0. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES: SEE EROSION CONTROL PLAN B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: THE PROPOSED LOCATION AS WELL AS MAINTENANCE REQUIREMENTS IS SHOWN ON SHEET C5.0. THE DETAIL IS LOCATED ON SHEET C6.0. B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SILT FENCE WILL BE INSTALLED AROUND THE PERIMETER OF THE DISTURBED AREA. LOCATION AND MAINTENANCE REQUIREMENTS IS SHOWN ON SHEET C5.0. DETAIL IS SHOWN ON SHEET C6.0. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEET C5.0 AND C6.0. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C5.0 AND C6.0. 87 N/A B8 N/A B9 N/A B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: SEE SHEETS C5.0 AND C6.0. 611 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SEE SHEET C5.0 FOR LOCATION OF TEMPORARY SEEDING. SEE SEASONAL SOIL PROTECTION CHART SHEET C6.0. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE SHEET C5.0 FOR LOCATION OF PERMANENT SEEDING. SEE SEASONAL SOIL PROTECTION CHART SHEET C6.0. 813 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. POSSIBLE MATERIALS ON SITE INCLUDE FUELING, EQUIPMENT REPAIR OR SERVICE, DEWATERING, DUST CONTROL, PAINTS AND SOLVENTS, SOLID WASTE AND CONCRETE WASHOUT. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET _PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA. THIS AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH BERM, WHICH SHALL BE CONSTRUCTED OVER A GEOTEXTILE FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AS A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS, DETENTION BASINS OR BURNED. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. PROCEDURES FOR SPILLS: 1. BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER OR LEAVE THE SPILL ZONE. 2. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE BY CALLING (317) 233 -7745 OR (888) 233 -7745. 3. NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER PERSONNEL AS NECESSARY FOR CLEANUP. 4. COORDINATE AND MONITOR CLEANUP UNTIL COMPLETE. 5. COOPERATE WITH THE IDEM -OER ON PROCEDURES AND REPORTS INVOLVED WITH THE EVENT. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED POLLUTION PREVENTION MEASURE: MAINTENANCE REQUIREMENTS ARE SHOWN ON SHEET C5.0. ALL STORMWATER POLLUTION PREVENTION MEASURES SHOULD BE INSPECTED AT LEAST WEEKLY AND AGAIN WITHIN 24 HOURS OF EVERY M INCH RAIN EVENT. 815 ALL INDIVIDUAL LOTS WILL BE MORE THAN ONE ACRE AND WILL BE SUBJECT TO DEVELOPING A STORM WATER POLLUTION PREVENTION PLAN THAT MEETS RULE 5 REQUIREMENTS. Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO: OIL, GREASE, ANTIFREEZE, BRAKE FLUID, BREAK DUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL AND OTHER HYDROCARBONS, AND METALS FROM VEHICULAR AND OTHER SOURCES, GRIT (SEDIMENT) FROM WEARING OF THE ROAD SURFACE AND FALLING OR WASHING OFF OF VEHICLES, TRASH (INCLUDING BACTERIA AND OTHER BIOLOGICAL AGENTS CONTAINED IN THE TRASH) FROM LITTERING AND OTHER TYPES OF IMPROPER DISPOSAL OR STORAGE, AND ELEVATED RECEIVING WATER TEMPERATURES FROM STORMWATER RUNOFF CONTACT WITH IMPERVIOUS SURFACES. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION PREVENTION MEASURE MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE. REMOVE ALL INDIVIDUAL INLET PROTECTION AND SILT FENCES, ETC., ONLY AFTER SEEDING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE SEDIMENT /POLLUTANTS WILL NOT ENTER THE STORM SEWER SYSTEM. C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: THE UNDEVELOPED LOTS WILL REMAIN VEGETATED. C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: SEE SHEETS C5.0 AND C6.0. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS. ry w z w (a) } CD O J 0 Z 2 U w H D z Q Uj (0) Z W U U) J W 2 Q U U Z W W U_ W W 2 CL 0 z J O O O O O �.W_. �t W W W Z W LL -Qz_j WEO-3 z=oo 2-WF -LL. f'-- III T- Lo c- O) J O LO N = J CO LO CO T- O r i i O W r` 60 r` � m r` O ti OOT- Opr- Lo Z � � CO ot<,o 5� W W vJ C) G Q 0 ,Q W W �.L 0 .J CW NG Q U Q U LL U W CL U) w F- CLIENT NAME: JAGDISH D. KULKARNI, MD J & J ENTERPRISE 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 INDIANAPOLIS, IN 46268 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE: 7-22 -05 PROJECT NO.: 2005 -0066 C700 OF 9 PROJECT: F. \2005 \2005 -0066 - Dr. Kuklaml - Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C9.0 SITE SPECIFlCATIONS.dwg PLOTTED BY: R.C. BERGER DATE: Friday; -July 22, 2005 3:30:42 PM Top Soil 11T Slope 4/ft- Compacted . � • Bockfill NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. 'DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale.: 1%"= V -0" CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE -III) REVISED FIGURE 10 -12 A —*I I Class -A- Conc. --� ' "' ' "" Maximum Ramp Slope 1 " /ft. A � Place Isolation Joint At Curb Line Bock Of Cub L I PLAN VIEW Pavement Romp Sidewalk Vor. Width Of Var. Isolation Joint Ramp 3' Min Section "A--A" , I 10 10 Contraction Joint (Typ.) Section "B--Er Section "C -C" TYPE I CITY OF CARMEL STANDARDS CURB RAMP FOR HANDICAPPED REVISED FIGURE 10 -16 Oui In 2' 1 SECTION "A —A" " - -- To Curb Section hoirback Sections) Casting 2'x 1' rick May Be Used o Adjust To Grade ortar All Joints Est In Place Or ecost Inlet Basin :pth Varies, -2' Min. recast Units Set In 111 Mortar Bed In Place Or Precast Concrete Base CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS CURB INLETS REVISED _ FIGURE 10 -19 Property Line Back Of Curb 5 )(' -0" Min. 1' -d" Graded Lawns Slope 4" /f t. Min T it _ : 4" Sidewalk ` . , ' 4" Top Soil TYPICAL SIDEWALK SECTION - NOT TO -SCALE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED C IN DEPTH. SUBGRADE OR. BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD' SPECIFICATIONS. Tooled Or Sowed Joints d Thickness 4000 PSI - 6% AIR ENTRAINED CONCRETE 6" CONCRETE SLAB COMPACTED SUBGRADE TO 90% IT THICKENED EDGE W/ FIBER REINFORCEMENT OF ASTM D -1557 1" HAC SURFACE ON 9" HAC BASE CONCRETE PAVEMENT 10" PC CONCRETE SECTION ON SITE 0 2' -0" 2' -0" CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 5' OR LESS MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE GRASS GROWTH LEGEND Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE "B" BORROW OR EQUIV. DEPTH OF BEDDING GRANULAR MATERIAL -. \ MATERIAL BELOW PIPE COMPACTED TO 95% ''�� D (d)MIN. STANDARD PROCTOR 27" &SMALLER 3" DENSITY. 30" TO 60" 4" a PBc. d 66" &LARGER 6" NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W GREATER MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH i 1" H.A.C. #11 SURFACE 3" H.A.C. #8 BINDER "-3" #53 STONE /� \ / /� \ //� / 4" #2 STONE COMPACT SUBGRADE/ TO 90% ASTM D-1557 TYPICAL PAVEMENT SECTION ON SITE loop -o" TOP OF CURB TRANSVERSE PAVEMENT PAVEMENT BOTTOM OF CURB EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL #11 H.A.C. SURFACE 110 # /SYD #9 H.A.C. BINDER 275 # /SYD #5D H.A.C. BASE 880 # /SYD iv N 00 COMPACTED SUBGRADE 90% ASTM D -1557 TYPICAL PAVEMENT SECTION WITHIN CITY OF CARMEL PUBLIC R/W SCORE _ 0 _ m W Q a w Of 0- U' • Z /\ I ''�III„III�" I, I \ \\ a •a SCORE W O O U Spacing Between N T' O Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER °' °' Transverse Joints N N : Q z J LL v v L 3/8" Shall Not Exceed 0 ,- }- 1.25 Times Width ►- f- O w Tooled Or Sowed Joints d Thickness 4000 PSI - 6% AIR ENTRAINED CONCRETE 6" CONCRETE SLAB COMPACTED SUBGRADE TO 90% IT THICKENED EDGE W/ FIBER REINFORCEMENT OF ASTM D -1557 1" HAC SURFACE ON 9" HAC BASE CONCRETE PAVEMENT 10" PC CONCRETE SECTION ON SITE 0 2' -0" 2' -0" CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 5' OR LESS MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE GRASS GROWTH LEGEND Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE "B" BORROW OR EQUIV. DEPTH OF BEDDING GRANULAR MATERIAL -. \ MATERIAL BELOW PIPE COMPACTED TO 95% ''�� D (d)MIN. STANDARD PROCTOR 27" &SMALLER 3" DENSITY. 30" TO 60" 4" a PBc. d 66" &LARGER 6" NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W GREATER MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH i 1" H.A.C. #11 SURFACE 3" H.A.C. #8 BINDER "-3" #53 STONE /� \ / /� \ //� / 4" #2 STONE COMPACT SUBGRADE/ TO 90% ASTM D-1557 TYPICAL PAVEMENT SECTION ON SITE loop -o" TOP OF CURB TRANSVERSE PAVEMENT PAVEMENT BOTTOM OF CURB EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL #11 H.A.C. SURFACE 110 # /SYD #9 H.A.C. BINDER 275 # /SYD #5D H.A.C. BASE 880 # /SYD iv N 00 COMPACTED SUBGRADE 90% ASTM D -1557 TYPICAL PAVEMENT SECTION WITHIN CITY OF CARMEL PUBLIC R/W SCORE _ 0 _ m W Q a w Of 0- U' Z /\ I ''�III„III�" I, I \ \\ C SCORE W O O U O c0 \�\ T' O Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER 'It W U) (0 Z � z : Q z J LL I- X U) I ' z2:0 3/8" = - 0- - LL F- 0 F - W�Lo r- •J W OJOu7N = o0u7a0 J O w W O� O 0 .. 1/8 RADIUS .- OWI`oot� Q T-ti 0z CO ti o0�00� J LnzC00 CO) R-7 0 5� GOB ct LLJ z Ld U } 0 O J 0 U UJ D Z Q LIJ U Z LLI U U) J W2 ry Q U I— W W C) G Q 0 Q W 0 J W 2 Q U U) J Q LLI 0 UJ D n 2. A MINIMUM 9 OF CLEARANCE SHALL BE PROVIDED ON EXPANSION JOINT NON- EXTRUDING ■ EACH SIDE OF THE INSTALLED PIPE. MATERIAL OF 9 REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL CONCRETE JOINT DETAILS _ C�RFATFR THAN 5' . FRnM Fnr.F nF PAVF - _ MFNT PROJECT: F:\2005\2005-0066 — Dr. Kuklami — Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Friday; -July 22, 2005 3:30:52 PM /\ I ''�III„III�" I, I \ \\ LEGEND SCORE CLIENT NAME: • • •' :•' ,' . ' , '' •;. : , Class "A" Concrete. `' ''' '.= : ••.• ., .. ' • ' • \�\ I \\ ' = MIN. 1.25 Bc +12" I Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER = o JAGDISH D. KULKARNI MD , J & J ENTERPRISE 4" Minimum I ' d = DEPTH OF BEDDING 3/8" = 9001 WESLEYAN ROAD, QUAD 4, SUITE 100 - Sidewalk uil With Drivew s Sholl Have Minimum Thickness S d 8 t ay REGULAR BACKFILL MATERIAL BELOW PIPE CONCRETE CRACK SEALER .. 1/8 RADIUS .- INDIANAPOLIS, IN 46268 Of Or- Thickness OF Driveway Which- Ever is Greater. /� - I DEPTH OF BEDDING (DOW) - - -- a I I -III- I I I I I- MATERIAL BELOW PIPE o © 2005 DeBoy Land Development Services, Inc. CONCRETE SIDEWALK. „ , ,,� II :I D (d)MIN. NOT TO SCALE B BORROW OR EQUIV. GRANULAR MATERIAL I 27" &SMALLER 3" CONTRACTION JOINT DESIGNED: KJR APPROVED: KJR • - CITY I OF OARMEL STANDARDS COMPACTED TO 95% STANDARD PROCTOR 1/6 Bc - :Bc 30" TO 60" 4" " 1P 66 &LARGER 6 0 DRAWN: RCB CHECKED BY: SLH DENSITY. \ d % \.� \h X .\ \.\ \.� .\ .� \ SCALE: NTS DATE: 7-22 -05 DETAILS REVISED SIDEWALK CONCRETE CRACK SEALER 1/8" RADIUS r- F . NOTES: (DOW) PROJECT NO.: 2005 -0066 FIGURE 10--14- 1. ALL BEDDING IN 6" TO 12" & INITIAL BACKFILL SHALL BE INSTALLED BALANCED LIFTS. to _ ° rr q n 2. A MINIMUM 9 OF CLEARANCE SHALL BE PROVIDED ON EXPANSION JOINT NON- EXTRUDING ■ EACH SIDE OF THE INSTALLED PIPE. MATERIAL OF 9 REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL CONCRETE JOINT DETAILS _ C�RFATFR THAN 5' . FRnM Fnr.F nF PAVF - _ MFNT PROJECT: F:\2005\2005-0066 — Dr. Kuklami — Carmel Science and Technology Park \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Friday; -July 22, 2005 3:30:52 PM