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HomeMy WebLinkAbout05070009 Site Construction Plans Civil/ArchLand Development Services, Inc. KU PP 501 South 9th St., Suite 100 Noblesville, Indiana 46060 (317) 770 -1801 phone (317) 770 -1821 fax E=::, III SITE C PLANS FOR, 0 0 DT PR S - UIL�I /j A8 n D I T 1101\ I 9760 MAYFLOWER PARK DRIVE, CARMEL, INDIANA 46032 SHEET LIST TABLE SHEET NUMBER SHEET TITLE CS COVER SHEET C1.0 EXISTING CONDITION - DEMO PLAN C2.0 SITE PLAN C&O SITE GRADING PLAN C4.0 SITE UTILITY PLAN C5.0 SITE LANDSCAPE PLAN C6.0 SITE EROSION CONTROL PLAN C7.0 SITE EROSION CONTROL DETAILS C8.0 SITE SPECIFICATIONS C9.0 SITE DETAILS PROPOSED SITE NOT TO SCALE 0ITC VICINITY MAP NOT TO SCALE Q i �-1� LOCATION MAP NOT TO 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 RESPONSIBILITY FOR OVERALL ACCURACY OF THESE PLANS. REVISIONS SHEET NO. DATE I REVISIONS DESCRIPTIONS CIO 0 W Of W a 0 W Q z 0 0 0 Q cD z 0 J U) 0� m W 2 H O Q� 0. m a Y O (C) d- Q Z Q 0 Z W 2 Q U Lu 0 Q CL W 3: O -i LL Q O w w z U) ry w O U CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE:7 -1 -05 PROJECT NO.: 2005 -0075 C S OF 10 PROJECT: F: \2005 \2005 -0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY: STACEY L. HOSLER DATE: Friday; -,July 01. 2005 1:05:38 PM U Z (n W U o 0 �o Of W'T W F_- U) Q W I- Q Z J �Z�OQ O I- W LO W �J�LQCO W � CO ~ > T- 0 O O ow��� mr� z Q �o� o0T - CC) T- .� Lo Z co z 0 0 0 Q cD z 0 J U) 0� m W 2 H O Q� 0. m a Y O (C) d- Q Z Q 0 Z W 2 Q U Lu 0 Q CL W 3: O -i LL Q O w w z U) ry w O U CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE:7 -1 -05 PROJECT NO.: 2005 -0075 C S OF 10 PROJECT: F: \2005 \2005 -0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY: STACEY L. HOSLER DATE: Friday; -,July 01. 2005 1:05:38 PM LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION — — - - ---- S884028W __.. ----- --�- -_ -�� S ' 7►2 e_ 9 in i � l EXISTING CONDITION - DEMO PLAN SCALE: 1" = 40' NORTH I1 � 1 I I i t; i 1 !, �f 1 1 I �s 1 r 1 �I l I Z 0 0 __L 1 OD _r 'h A i h, Cn i EXISTING LEGEND O REMOVE EXISTING PAVEMENT O2 REMOVE EXISTING WATERLINE O SPOT ELEVATION (TOP OF CURB) WV WATER VALVE h6 REMOVE EXISTING CURB <9> RELOCATE EXISTING END SECTION X�5° SPOT ELEVATION FIRE HYDRANT 831 CONTOUR ir DECIDUOUS TREE 0___ AREA LIGHT 1 e° EVERGREEN TREE 0=k-=C] AREA LIGHT 2 © BUSH `� UTILITY POLE FENCE X E-- GUY ANCHOR SIGN TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE TELEPHONE RISER TRAFFIC SIGNAL MANHOLE TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS 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 O CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD -w W— WATER LINE FLAG POLE DEMOLITION LEGEND O REMOVE EXISTING PAVEMENT O2 REMOVE EXISTING WATERLINE O RELOCATE EXISTING FIRE HYDRANT O4 REMOVE EXISTING WATER VALVE O5 REMOVE EXISTING CURB <9> RELOCATE EXISTING END SECTION 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 UTILITY 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. NOTE: EXISTING CONDITIONS PROVIDED BY PAUL I. CRIPE PLANS DATED NOV. 6 2002. HOLEY MOLEY SAYS "DIG SAFELY" m 0 W Q rl W a. 0 W 0- Q U) U Z ,�o .0e \\O �5 G� z 0 0 0 a 0 z 0 J CIO U) 0� W 2 O ry co a M C) Q Z 0 Z J CW NNG L.L Q U UJ 0 Y Q W 3: O J LL Q z> O C0 ti z Q J d 0 2 W D Z 0 I- 0 z 0 U CD z U) X w CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 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" = 40' DATE: 7-1 -05 1-800-382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. Ci 00 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS 10 BEFORE COMMENCING WORK. PROJECT: F:\2005\2005-0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY: STACEY L HOSLER DATE: Friday, --duly 01, 2005 1:05:53 PM W U O co W r. O �� W U) Z) Q W z : Q Z J W �- 0 0 -3 X U) = M — F_ 0 HWrLnr W = J T- CO CO U) W � CO O O OWr`ooti z Q _ CO t` Co l` OOr CC) r _j 1%­1 ,�o .0e \\O �5 G� z 0 0 0 a 0 z 0 J CIO U) 0� W 2 O ry co a M C) Q Z 0 Z J CW NNG L.L Q U UJ 0 Y Q W 3: O J LL Q z> O C0 ti z Q J d 0 2 W D Z 0 I- 0 z 0 U CD z U) X w CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 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" = 40' DATE: 7-1 -05 1-800-382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. Ci 00 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2) WORKING DAYS 10 BEFORE COMMENCING WORK. PROJECT: F:\2005\2005-0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY: STACEY L HOSLER DATE: Friday, --duly 01, 2005 1:05:53 PM 0 LIMITS OF CONSTRUCTION EXISTING LEGEND NORTH SITE PLAN iT SCALE: 1" = 20' © NEW STORM SEWER MANHOLE t NEW PIPE END SECTION SPOT ELEVATION (TOP OF CURB) WV WATER VALVE X h6 � NEW ASPHALT PAVEMENT SCALE: 1" = 20' x SPOT ELEVATION © FIRE HYDRANT 831 CONTOUR O DECIDUOUS TREE E=a AREA LIGHT 1 6. EVERGREEN TREE Ck_❑ AREA LIGHT 2 © BUSH � UTILITY POLE FENCE X E-- GUY ANCHOR SIGN BEFORE COMMENCING WORK. TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ID TELEPHONE RISER TRAFFIC SIGNAL MANHOLE 91 TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS G DRAINAGE MANHOLE OHU OVERHEAD UTILITIES (s ) SANITARY MANHOLE OHE OVERHEAD ELECTRIC iii CURB INLET ucr UNDERGROUND TELEPHONE 0 ROUND INLET (24" TYPICAL) LIGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM 0 CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD -w w— WATER LINE (� FLAG POLE PROPOSED SITE LEGEND NORTH SITE PLAN iT SCALE: 1" = 20' © NEW STORM SEWER MANHOLE t NEW PIPE END SECTION <oo NEW SWALE FLOWLINE W U NEW CONCRETE � NEW ASPHALT PAVEMENT SCALE: 1" = 20' O NEW ASPHALT PAVEMENT © NEW CONCRETE INLET COLLAR 0 NEW PAVEMENT MARKINGS O NEW CONCRETE PAVEMENT O NEW CONCRETE RETAINING WALL © RELOCATED FIRE HYDRANT O NEW CURB TURN OUT O NEW ACCESSIBLE PARKING SIGN Qp NEW PIPE BOLLARD SITE NOTES 1. SEE SHEET "C9.0" FOR SITE DETAILS. 2. SEE SHEET "C8.0" 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. SITE DATA TABLE SITE ZONING I -1 PROJECT AREA 6.571 ACRES BUILDING ADDITION AREA 26,4001 SF PARKING PROVIDED: 9' X 20' 27 SPACE(S) HOLEY MOLEY SAYS "DIG SAFELY" m 0 W a W a U DESIGNED: KJR Z DRAWN: RCB CHECKED BY: SLH W U O O �o � F_ -T w SCALE: 1" = 20' Q W v z _ < z J �Z�0 PROJECT NO.: 2005 _ F- LL O F- LL r- L0 r- d') J O LO N CO �0 > F_ > 00 i i i W O r- O OWtio°oti zMtiaol-- Q op-r-oor- LoZ000 C ,4` Oq 0\ 0 DO C 0- < C)b z 0 0 0 Q 0 z 0 C/) ry m w z 1"',_ O ry m CL Y N M O Q Z Q D Z J W ry a U u.l 0 a a W 3: O J LL i- a 0 ti rn z Q J d W H CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' DATE: 7-1 -05 1 -800 -382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE C200 PER INDIANA STATE LAW IC8 -1 -26. AGAINST THE LAW TO EXCAVATE W WITHOUT NOTIFYING THE UNDERGROUND OF 0 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C2.0 SITE PLAN.dwg PLOTTED BY: STACEY L. HOSLER DATE: Friday; --duly 01, 2005 1:06:08 PM rs� i I J. C� / LIMITS OF CONSTRUCTION S 88040'28" W,_�I_�_ SITE GRADING PLAN NORTH SCALE: 1" = 20' 4ITS OF ►NSTRU EXISTING LEGEND ® NEW STORM SEWER MANHOLE 4 NEW PIPE END SECTION xe�� 6 SPOT ELEVATION (TOP OF CURB) WV WATER VALVE TOP OF CURB ELEV. o CALL TOLL FREE 99.08 x'e SPOT ELEVATION 99.58 99.08 T.W. FIRE HYDRANT 831 CONTOUR r DECIDUOUS TREE I]=- AREA LIGHT 1 B- EVERGREEN TREE 0=-=O AREA LIGHT 2 © BUSH `D� UTILITY POLE X FENCE F-- GUY ANCHOR SIGN TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE In TELEPHONE RISER TRAFFIC SIGNAL MANHOLE 0 TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS G DRAINAGE MANHOLE OHU OVERHEAD UTILITIES SG SANITARY MANHOLE OHE OVERHEAD ELECTRIC Ida CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM e CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD -w w - WATER LINE FLAG POLE PROPOSED GRADING LEGEND ® NEW STORM SEWER MANHOLE 4 NEW PIPE END SECTION > o o NEW SWALE FLOWLINE W U 99.56 TOP OF CURB ELEV. o CALL TOLL FREE 99.08 GUTTER ELEV. NEW SPOT ELEVATION 99.58 99.08 T.W. TOP OF WALL M.E.G. MATCH EXISTING GRADE LOCATION SERVICE TWO (2) WORKING DAYS M.E.G. 0 LL r- Lo r- 1.00% NEW GRADE GRADING T— ap r- � � O O DATE: Friday. --July 01. 2005 1:06:24 PM r- NOTES Z C- m % 00 r, Q _I ACGRADING GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE 1 PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY T COMPANIES SO AS NOT TO CAUSE DAMAGE. ' 3. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS `� BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and depth) -7111 SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. . 5.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. r ,Y 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRACE ELEVATIONS INDICATED. t 8. CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. _ 25' 5' 5' CHANNEL 5' Sg 15 0 SECTION "A" SCALE: NTS HOLEY MOLEY SAYS "DIG SAFELY" t n m 0 W Q, IZ W z 0 0 0 a cD z 0 J Z) U) fl� m LIJ 2 H- O ry fn a Y U -- DESIGNED:KJR APPROVED: KJR Z DRAWN. RCB CHECKED BY: SLH CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' DATE: 7-1 -05 W U O C:) o CALL TOLL FREE �t W C) D Q W Z Q Z J IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND U)Z3:0 LOCATION SERVICE TWO (2) WORKING DAYS 0 LL r- Lo r- J W O J O LO N =_l CID L0 o0 W T— ap r- � � O O DATE: Friday. --July 01. 2005 1:06:24 PM r- OWti00ti Z C- m % 00 r, Q _I O 0 T- 00 T- �Z��� 0 1?� 0\' CY) C0 Q Z Q 0 Z J CW G Q U W 0 Ni ^^Q L.L W 0 J LJL Q O C� C� z Q J d (D z D Q C7 w CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 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" = 20' DATE: 7-1 -05 1-800 -382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE C300 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 0 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F:\2005\2005-0075 — Smith Development — DWG: C3.0 SITE GRADING PLAN.dwg 96th and Mayflower Park \ENGINEERING \DRAWINGS PLOTTED BY. STACEY L. HOSLER DATE: Friday. --July 01. 2005 1:06:24 PM RELOCATED FIRE HYDRANT V-3 PJUI D i SITE UTILITY PLAN SCALE: 1" = 20' LIMITS OF CONSTRUCTION NORTH TS ST f I �f 1­7­0 EXISTING LEGEND 0 W a Q U Z Q7 SPOT ELEVATION (TOP OF CURB) WV WATER VALVE x �6 12L �. W °' SPOT ELEVATION z FIRE HYDRANT �' X U) z�0 :E a- =— �F —L1.. 831 CONTOUR r DECIDUOUS TREE 0— AREA LIGHT 1 6- EVERGREEN TREE D=-=❑ AREA LIGHT 2 O BUSH � UTILITY POLE X FENCE E-- GUY ANCHOR SPECIFICATIONS, LATEST EDITION. SIGN IT, TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE TD TELEPHONE RISER @ TRAFFIC SIGNAL MANHOLE © TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS 0 DRAINAGE MANHOLE oHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC WW CURB INLET UGr 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 UTILITY LEGEND M 0 W ry FIRE HYDRANT a W WATER LINE a STM STORM SEWER STM Q- STORM SEWER MANHOLE STM ---a PIPE END SECTION 0 W a Q U Z Q7 O W U O O �o 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING 12L �. W U Q z Q Z J 4. RCP = REINFORCED CONCRETE PIPE CLASS III U) z�0 :E a- =— �F —L1.. O �-W LO J W O J O LO N Jo0LO o0 RIGID PIPE TO BE INSTALLED PER ASTM C -12. > I CO o W C:) T-- W 0 � zCo t` co ti Q o0T- CC) r LoZM00 M lq� , `;� 0 0, G UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. OVER ALL UTILITIES IN PAVED AREAS. O 2. COMPACTED GRANULAR BACK FILL REQUIRED 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 Q UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III Q PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 PIPE 16 GAUGE ALUMINIZED HCSP = HELICALLY CORRUGATED STEEL - 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 "C9.0 ". 0 8. FOR SITE SPECIFICATIONS SEE SHEET "C8.0 ". "C7.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET "C6.0" & 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. U) 0� W 0 ry CL HOLEY MOLEY SAYS "DIG SAFELY" N co O CO d' Q Z Q D Z J W Q U LLI ry D Y Q W O J LL Q O c0 ti z Q J d J W CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. �l DESIGNED:KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' DATE: ? -1 -05 1 -800 -382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE ■ PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE OF � o WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F:\2005\2005-0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY. STACEY L. HOSLER DATE: Friday,—July 01, 2005 1:06:40 PM TY j S 88 °40'28" W l® as III® Iv �� �� �� Illlt� ■�� VIII® �� Ila Ila �� — l� — �� �■ VIII® le N �� 501.52 ' <00 <00 _- --- <00 <00 <oo <oo <oo o <oo - <00 <00 <OO <oo <oo {� flC�00flfl OC�C� OOfl0000 <00 <00 O j, Ov 00 I O 1 V'� 02 o1 c STR -1 L.. i i I I D ' cy,! I r' I o 1 I I ' I I' I I� I i I REMOVE MULI TREE COLLAR iI i., • I i • • mill SECTION TREEPLANTING I STEEL POST W/ 2 COATS FLAT BLACK DOUBLE STRAND TWISTED CABLE LOCATION OF POSTS SHALL BE RELATIVE TO DIRECTION OF PREVAILING WINDS ROOT BALL UNE AS SPECIFIED BY LANDSCAPE CHITECT. DO NOT CUT LEADER. IN BRANCHES BY 113, RETAINING RMAL TREE SHAPE. PAINT ALL TS OVER 3/8" W/ APPROVED PAINT. - TREES UP TO 2 1/2- CAL. TO BE NKED, OVER 2 1/2- CAL TO BE GUYED. BLE ENCASED IN RUBBER HOSE. TAL POST SET INTO UNDISTURBED L A MINIMUM OF 6" TREE WRAP MATERIAL 3" SHREDDED HARDWOOD BARK MULCH HIGH SAUCER SHAPED BERM TO OF BALL 3/4" ABOVE FINISH NDE TO ALLOW FOR SETTLEMENT 4OVE TOP 1/3 OF BURLAP. )ISTURBED SUBGRADE PLATFORM SETTLE MIX AROUND BALL BY WATERING DETAIL N.T.S. CLEANLY PRUNE ONLY DAMAGED, DISEASED OR GENERAL NOTE: WEAK BRANCHES. 1. THE SAME GENERAL PRINCIPLES ' - SHRUB SHALL BEAR SAME AS ARE INDICATED, WILL APPLY I RELATION TO FINISH GRADE TO TRANSPLANTED EVERGREEN ��— AS IT BORE TO PREVIOUS SHRUBS. 1,. . �.�� EXISTING GRADE. 2. CONTRACTOR SHALL ASSURE y j CUT AND REMOVE TOP 113 PERCOLATION OF ALL PLANTING OF BURLAP. PITS PRIOR TO INSTALLATION. .- . 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUCER. BACKFILL WITH EXISTING _ SOIL. (SEE SPEC.) SH. 'DETAIL a �7 4 ° / ti a a a4 1 a a Q 4 a' a a a e a 4-1. 18" BUILDING WALL WASHED RIVER ROCK 1 "0 MIN.- 1 -1/2" 0 MAX. FINISHED LAWN OR PLANTING BED -SEE PLAN 1/8" X 4" STEEL \i EDGING WITH °° � STAKING ° 0 � n 0 � ° ° 0 (SEE SPE C.) 0000 4,00 ° o ` On WEED BARRIER (SEE SPEC.) COMPACTED SUBGRADE SLOPE1/4-PER FT. SITE LANDSCAPE PLAN SCALE: 1" = 20' I PLANT LIST I_ PN 01, l e r t a a is .Mom a let 0 r a 0 P45 STR- i ' } I I 2 GT 1 PN 2 LIMITS OF CONSTRUCT GT �1 G .." 6� QTY BOTANICAL NAME COMMON NAME X ♦� °y SPOT ELEVATION (TOP OF CURB) � WATER VALVE 4) GLEDITSIA TRIACANTHOS INERMIS 'IMCOLE' :4 IMPERIAL HONEYLOCUST 3 -1/2" CALIPER 12' HT. MIN xlb +* SPOT ELEVATION 4 FIRE HYDRANT 831 CONTOUR ,. DECIDUOUS TREE D=- AREA LIGHT 1 6- EVERGREEN TREE C)=-=[] AREA LIGHT 2 © BUSH COQ UTILITY POLE X FENCE E— GUY ANCHOR F- LL SIGN :Ti TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ❑T TELEPHONE RISER ®t TRAFFIC SIGNAL MANHOLE © TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS ® DRAINAGE MANHOLE OHU OVERHEAD UTILITIES (5) SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM O CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD -w w- WATER LINE FLAG POLE LANDSCAPE NOTES PLANTING NOTES : 1. ALL PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. 4. ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE "AMERICAN STANDARD FOR NUSERY STOCK" ANSI Z60.1. LATEST EDITION. 5. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANGES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. 6. THOROUGHLY WATER ALL PLANT MATERIAL WITHIN SIX (6) HOURS OF INSTALLATION. 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES WITHIN THE CONTRACT WORK AREAS. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICE" DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 9. IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN AND SCHEDULE, PLAN SHALL SUPERCEED. MISCELLANEOUS PLANTING MATERIALS: 1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANTING BEDS AND TREE SAUCERS. 2. BACKFILL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 100 SF AREA FOR ALL PLANTING BEDS. FURTHER AMEND BACKFILL MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON. 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6" SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES GT 2 GLEDITSIA TRIACANTHOS INERMIS 'IMCOLE' :4 IMPERIAL HONEYLOCUST 3 -1/2" CALIPER 12' HT. MIN B &B PN 4 PINUS NIGRA AUSTRIAN PINE 8' HT MATCHED, B &B W D Q W BEFORE COMMENCING WORK. PROJECT. F:\2005\2005-0075 — Smith Development — z Q Z J SHRUBS F 50 FORSYTHIA X 'ARNOLD'S DWARF' ARNOLD'S DWARF FORSYTHIA 24" HT. 3' O.C. STAGGERED PER PLAN NORTH '1` HOLEY MOLEY SAYS "DIG SAFELY" m 0 W a Lu CK a U DESIGNED:KJR APPROVED: KJR Z DRAWN: RCB CHECKED BY: SLH CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' DATE: 7-1 -05 W U O0 O c0 PROJECT NO.: 2005 -0075 0 W � W IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND O ILL! U) W D Q W BEFORE COMMENCING WORK. PROJECT. F:\2005\2005-0075 — Smith Development — z Q Z J PLOTTED BY. STACEY L. HOSLER DATE: Fridoy; —duly 01, 2005 1:06:56 PM z�OQ 2 F- LL O F- W r— LO �- W _ J 00 LO 00 W .�� �(j000 QO W t` ao I` Z �- m t` oo t` Q J CD r- 00 r- Lo Z CO OHO 1. G - I 0 0, C, 0 C)o H 0 0 Q c� z 0 J U) Q� m W 2 O 0� co a CL Y N M O (O a z 0 z J W Q U W D Y Q a W Z� O J LL Q O CO 07 z Q a w a U) Q U D z J W IIII- CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 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" = 20' DATE: 7-1 -05 1-800-382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE 500 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND O LOCATION SERVICE TWO 2 WORKING DAYS BEFORE COMMENCING WORK. PROJECT. F:\2005\2005-0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN.dwg PLOTTED BY. STACEY L. HOSLER DATE: Fridoy; —duly 01, 2005 1:06:56 PM i LIMITS OF CONSTRUCTION 1I I I I 11 _ _ S 8 040128 W ,_ ®- - - - -. � - ® - �° � _fro - - - ��■ cc SF ,'1rf/ j- ,r% p., SFA 7, X><�X x SITE EROSION CONTROL PLAN SCALE: 1" = 20' 1relcif! it k ir- + 1 €fir t' (0 - I I C) 0 Cao OQ r� ' c� c- oa a 00 a ` c,-) Cr QO a EROSION CONTROL NOTES 1. EROSION CONTROL DETAILS AND SPECIFICATIONS, SEE SHEET C7.0. 2. SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C8.0. 3. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 4. ALL STORMWATER POLLUTION PREVENTION MEASURES SHOULD BE INSPECTED AT LEAST WEEKLY AND AGAIN WITHIN 24 HOURS OR EVERY Y2 INCH RAIN EVENT. 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. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. 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. BEFORE CONSTRUCTION, EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES TO BE PRESERVED. 6. INSTALL CONSTRUCTION ENTRANCE. 7. INSTALL PERIMETER BMP'S. 8. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, START MASS GRADING. 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. 9. START BUILDING CONSTRUCTION. FINAL GRADE AND SEED SWALES. TEMPORARY SEED ALL DISTURBED AREAS. 10. AFTER COMPLETION OF MASS GRADING, INSTALL STORM SEWERS. 11. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED. INSTALL RIPRAP AFTER END SECTIONS ARE INSTALLED. 12. COMPLETE PARKING LOT, ROADWAY AND CURBS. 13. COMPLETE BUILDING, LANDSCAPE AND FINAL SEEDING. 14. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. HOLEY MOLEY SAYS "DIG SAFELY" m 0 W Q CL W W IL co U EXISTING LEGEND 6� DRAWN: RCB CHECKED BY: SLH WV SPOT ELEVATION (TOP OF CURB) WATER VALVE x �6 SPOT ELEVATION FIRE HYDRANT ��°' X f_ W U) 831 CONTOUR r DECIDUOUS TREE p_ AREA LIGHT 1 6- EVERGREEN TREE 0=_0 AREA LIGHT 2 Q BUSH C0.., UTILITY POLE X FENCE E- GUY ANCHOR - o- SIGN T TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ❑ TELEPHONE RISER TRAFFIC SIGNAL MANHOLE © TRANSFORMER © TELEPHONE LIMITS 0 PROJECT: F: \2005 \2005 -0075 - Smith Development - CONSTR FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS QD DRAINAGE MANHOLE OHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET LIGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM b CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD -w w- WATER LINE FLAG POLE PROPOSED EROSION - CONTROL LEGEND SF EROSION CONTROL FENCE RIPRAP W W W W TEMPORARY SEEDING EROSION CONTROL BLANKET CONSTRUCTION ENTRANCE ir- + 1 €fir t' (0 - I I C) 0 Cao OQ r� ' c� c- oa a 00 a ` c,-) Cr QO a EROSION CONTROL NOTES 1. EROSION CONTROL DETAILS AND SPECIFICATIONS, SEE SHEET C7.0. 2. SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C8.0. 3. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 4. ALL STORMWATER POLLUTION PREVENTION MEASURES SHOULD BE INSPECTED AT LEAST WEEKLY AND AGAIN WITHIN 24 HOURS OR EVERY Y2 INCH RAIN EVENT. 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. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. 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. BEFORE CONSTRUCTION, EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES TO BE PRESERVED. 6. INSTALL CONSTRUCTION ENTRANCE. 7. INSTALL PERIMETER BMP'S. 8. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, START MASS GRADING. 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. 9. START BUILDING CONSTRUCTION. FINAL GRADE AND SEED SWALES. TEMPORARY SEED ALL DISTURBED AREAS. 10. AFTER COMPLETION OF MASS GRADING, INSTALL STORM SEWERS. 11. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED. INSTALL RIPRAP AFTER END SECTIONS ARE INSTALLED. 12. COMPLETE PARKING LOT, ROADWAY AND CURBS. 13. COMPLETE BUILDING, LANDSCAPE AND FINAL SEEDING. 14. MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. HOLEY MOLEY SAYS "DIG SAFELY" m 0 W Q CL W W IL co U DESIGNED:KJR Z DRAWN: RCB CHECKED BY: SLH W U O o o 0 CALL 2 WORKING DAYS BEFORE YOU DIG {.L,. f_ W U) Q Z - Q Z J PROJECT NO.: 2005 -0075 CALL TOLL FREE �ZT_OQ = a. I- LL 0 F- W� L0 T- _j W CY) J O L0 CV Jo0U')o0 w ~> I I ti000W r, WITHOUT NOTIFYING THE UNDERGROUND z(�ml` 0o ot-- o0` -00T- Q LnZ��1221 z O 0 0 a cD z 0 J Z) mU) 0� W 2 H O 0� m a Y 00 0 Cfl Q Z Q 0 Z w J WW G Q U W 0 Q W 3: 0 J LL CQ G z Q J d 0 J Z 0 U Z O U) O ry w w CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. \%V AL:� DESIGNED:KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 20' DATE: ? -1 -05 1- 800 -382 -5544 PROJECT NO.: 2005 -0075 CALL TOLL FREE C600 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 10 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F: \2005 \2005 -0075 - Smith Development - 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C6.0 SITE EROSION CONTROL PLAN.dwg PLOTTED BY:STACEY L. HOSLER DATE: Friday; duly 01, 2005 1:07:17 PM (30 cm) (15 cm) op (15 cm) •'t ♦ . . . . . . . . 6e . +. (15cm) ♦ 0.0.00 ♦ .• O ♦ . O• ♦ ♦ 7 • �) . . . . . n 2 . . . . �.1 . 5cm- 12.5cm) .......................... ........................... �� .................... ,, 1 . . . . . 1 1 '� . .` O . . . . . . . . . . . . . (10cm -15cm ♦ . . . . (15 cm) `, . . . . . . . . 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM", STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4 " -6" (10cm -15cm) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2 " -5" (5cm- 12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH TMON THE BLANKET BEING OVERLAPPED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m -12m) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. A B NOTE: C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE A C. CHANNEL BOTTOM /SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY B C BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. EROSION CONTROL BLANKET INSTALLATION WITHIN A CHANNEL M 0 X X 0.38' 0.75' X 0.75' X X tn 0 0 a) X X 0 C X I 0.75' x X 0.38' I 0.75' 1 0.37' X 0.7 STAPLES PER SO. YD. 1.15 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS 300 275 250 w 225 � 200 z 175 = 150 b 125 Z 100 J 75 0 50 EEnn 25 0 0 x X X DO x x x 0.37' 1 0.38'_1_0.38'_ 1 0.37' x x x 0.75' X x x 3.4 STAPLES PER SO. YD. U-' C B r S I TE MAR. d Z B JUNE JULY AUG. SEPT. v6 o x x X DEC. B C C W O O E U) �/ / //� ry D E X X X x M A A / W (C) 0.38' 0.38' 0.37' B m F- 't W W W B B C 0 x X X DO x x x 0.37' 1 0.38'_1_0.38'_ 1 0.37' x x x 0.75' X x x 3.4 STAPLES PER SO. YD. U-' STABILIZATION PRACTICE B r S I TE MAR. d Z 0 JUNE JULY AUG. SEPT. v6 o x x X DEC. PERMANENT SEEDING W > A W O O E U) �/ / //� ry T- `° Uj X X X x M 3: �. / W (C) 0.38' 0.38' 0.37' B m F- 't W W W CL 0.19' C B r Z) Z W� X X x FABRIC = AMOCO 4535-,,,,, HARDWOOD rA I- U) Z Z J 0.75' NONWOVEN POSTS SPACED z 6 W E- 0 O J COMPACTED 6' 0. C. TEMPORARY c U) Z = 0 X x x x S\`F SOIL / / /// / / /%� 0 Lo 0) LL W ,JICOLO O /� - - T- O 3.75 STAPLES PER SQ. YD. ? - F W C:) O N OTES: 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 4:1 3:1 2:1 1:1 LOW MED /HIGH 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW FLOW FLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER. CHANNEL CHANNEL SLOPE GRADIENT AND AND SHORELINE SHORELINE EROSION CONTROL BLANKET STAPLE PATTERN SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING W > A 0 U) �/ / //� ry /I/► Uj � M 3: �. o DORMANT B m o CL 0) CL SEEDING 6 TEMPORARY c E * / / /// / / /%� 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 LBS./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 BUSH ELS / 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. I PIPE FLOW CULVERT D 50= 12 Z - - - z 1` O 1` co J ti C0 I` C rA o W _j �. �. �. i- co ti p r co EX. SUBGRADE I 4• lu, J O Z - C 00 CO Lr) SEDIMENT CONTROL FENCE SOILS MAP �f m 0 Ael Of t Br Brookston silty clay loam, 0 -2 percent slops, This soil is dark grayish brown, silty d in texture and is in typically broad depressions, swales and narrow drainage ways of till Lu plains. It consist of deep, very poorly drained, moderately permeable soil. Its water table CL J1 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 000 adequate footing and foundation drainage due to wetness in the soils. 0 CrA Crosby silt loam, 0 -3 percent slopes - This soil is dark \ p ' o° grayish brown colored. .0:,- silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow • ° •o . 0 permeability. It has high available water for plant growth and medium organic matter m 0 •0°. 0.o .0 ° content. The soil has compact till starting at a depth between 20 -40 inches. The PUBLIC ROAD 00.000#000.0 main soil features that affect urban development uses are seasonal high water table, 0 \ \ 0.000.0 °0.0 00.000 50' (MIN) moderate shrink -swell potential, high potential frost action and slow permeability. 0- • 0 •o . 0 •o . 0 •o . o •o . o •o . 0 ° 0 *000-000#000000 000.00 0 . ° •o . ° °o . ° •o . ° .0.0. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should e•000°p.0•p00°p•0ep 00e000ep�0e °o . o •o • o •o • o •o . O •o \ o•0• io • • • • . •• o • 0 . 0 • 0 . 0 0 0 0 0 ° O• p° O .0 °p.0 °p..0 °p0 ° Q00 °p0 ° °pOOep0 O e e have adequate footin g and foundation drainage due to wetness in the soils. 0'000.0 °0•0.000.0.0.0.0. •000.O.0e10e . 0 .0.0.0.0. 0.0000.0.0.000• • 0..0.0.° e . p�0 0.00.000. • 0.0.00.0.0.00 e e • • • 0 O• O 90 060 0. 0 e 0• 0• 0. 0 e • e ••O.•' °.• no 00-0 0.0 O•o O.0 0• 0 •° . ° • 0 • 0 O • O 0 • 0 •0 • 0 ° 0 . 0 ° O . 0 ° ° i 0 •O ,• 0 •0 . 0 ° 0000000 •0 • 0• p. 0 e 0. 0 e ' • •° . • o • 0-000-000.0 ° 000 • 0. 0 • p • 0 0 ° °�• •000.0 0.0.0.0.0 °O.o00ipe ° i� = • O 0 0 0• o. 0 ° 0. 0.0 0 0• 0 • e e o. °0.0 °0.0.0-0 00.0 0 6" (MIN) =• p•° °p'° °p•° °0 oe °�:.. 00 0 0 •0 . 0 •O . •O e.e 00.0.0. 0 2 " -3" COARSE ••`° ; ' 12' (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE Q FOUNDATION (ESPECIALLY IMPORTANT -- WHERE WETNESS IS ANTICIPATED) �. C ) �. CD Ct-% PLAN VIEW 11 yr nir -KAt- 3 X DIA. (MINIMUM) 2• WOVEN GEOTEXTILE END VIEW FLOW ENTRANCE DETAIL .3� \ S \ 4:1 Of F1�C ORIGINAL GROUND PIPE I N FLOW CULVERT ` NO OVERFALL - - - -- J RIP -RA 2" WOVEN COMPACTED SOIL GEOTEXTILE 6'-0" MINIMUM CROSS- SECTION D50 =50% OF RIP -RAP EQUALS THE SIZE MAINTENANCE 1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR EROSION AT THE SIDES AND ENDS OF THE APRON. 2. MAKE NEEDED REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM ABOVE FINISHED GRADE. END SECTION- DISCHARGE- RIPRAP INSTALLATION 701 U Nt Z Q (D Z J W 0 2 J W U W > CIO 0 U) Y ry a Uj � M 3: �. o O LL m o CL 0) CL CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE:7 -1 -05 PROJECT NO.: 2005 -0075 C700 OF 10 PROJECT: F: \2005 \2005 -0075 - Smith Development - 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: CB.o SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: STACEY L. HOSLER DATE: Friday, -July 01, 2005 1:07:35 PM J J 00 00 0 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 BASE_D 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. STORM SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL 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. 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. 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. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. ALL HOUSES, BUILDINGS, ETC., SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER SYSTEM WITHIN 90 DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE. ONLY ONE BUILDING MAY CONNECT TO THE SEWER MAIN PER LATERAL UNLESS OTHERWISE APPROVED BY THE DISTRICT. 2. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER. 3. THE EXISTING SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK MAY ONLY BE USED IF IT IS LOCATED UNDER A BUILDING ADDITION, PATIO, PORCH OR PAVED DRIVEWAY. AIR TEST IS REQUIRED TO SHOW IF ACCEPTABLE FOR RE -USE. THE PROPERTY OWNER SHALL BEAR THE COST OF ALL TESTING. THE DISTRICT INSPECTOR MUST BE ONSITE FOR THE DURATION OF THE AIR TEST. 4. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO COVERING THE INSTALLED LATERAL SO THAT THE DISTRICT CAN MAKE AN INSPECTION TO DETERMINE COMPLIANCE WITH THE DISTRICT'S SEWER USE ORDINANCE. SUCH NOTIFICATION SHALL BE MADE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON SITE FOR SCHEDULED INSPECTION, OR FAILS TO CANCEL INSPECTION, AN ADDITIONAL FEE OF $75.00 WILL BE DUE. THIS MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. 5. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY BOARD OF HEALTH REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC) SYSTEMS. THE COUNTY ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A PUBLIC SEWER, A SEPTIC TANK " ?SHALL BE ABANDONED AND FILLED WITH EARTHEN MATERIAL IN A SAFE AND SANITARY MANNER." PLEASE CONTACT THE APPROPRIATE COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION. 6. ACCEPTABLE PIPE MATERIALS: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING ',ITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. BEDDING: USE FILL SAND OR NUMBER 8, 9 OR 11 STONE FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 6 INCHES ABOVE THE PIPE THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE 8. LATERALS SHALL BE INSTALLED NO CLOSER THAN 20 FEET FROM WATER WELLS UNLESS PVC PRESSURE GRADE PIPE IS USED MEETING SDR 21 AND ASTM D -2241. ANY PROPOSED INSTALLATION REQUIRING PRESSURE PIPE SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT AND THE DISTRICT'S ENGINEER PRIOR TO INSTALLATION. 9. WHERE A TRANSITION IS MADE BETWEEN SDR 35 PIPE AND PRESSURE GRADE SDR 21 PIPE, A DUCTILE IRON GASKETED MECHANICAL COUPLING SHALL BE USED. 10. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PIPE SHALL BE INSTALLED OUTSIDE OF BUILDING FOUNDATION WALLS. 11. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICT'S OFFICE DURING BUSINESS HOURS OF 8:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY: ALL DISTRICT STANDARDS CAN BE LOCATED ON OUR WEB SITE AT HTTP: / /WWW.CTRWD.ORG /. CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE SUITE A. INDIANAPOLIS, INDIANA 46280 PHONE: 844 -9200 FAX: 844 -9203 12. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY SEWER SYSTEM. 13. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE DISTRICT OFFICE AT 844 -9200 24 HOURS PRIOR TO TIME OF INSPECTION 14. CONTRACTORS SHALL LAY 14 GAUGE - STRANDED WIRE THE ENTIRE LENGTH OF THE LATERAL. WIRE IS TO BE PLACED ON TOP OF THE LATERAL. THE DISTRICT INSPECTOR WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, BEDDING IS TO BE PLACED ON TOP. 15. CALL BEFORE YOU DIG: IUPPS 1- 800 - 382 -5544, 48 HOURS PRIOR TO DIGGING. STORMWATER POLLUTION PREVENTION PLAN Al PLAN INDEX IS SHOWN BELOW. A2 11 X 17 INCH PLAT WILL BE PROVIDED SEPARATELY. A3 THIS PROJECT CONSISTS OF CONSTRUCTION OF A 26,400 SF BUILDING ADDITION TO AN EXISTING WAREHOUSE. A4 THE PROJECT LOCATION MAP IS LOCATED ON THE COVER SHEET. A5 PART OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA. LATITUDE: 39' 55' 44 ", LONGITUDE: -86' 14' 17 ". A6 LOCATION OF LOT AND PROPOSED SITE IMPROVEMENTS: SEE SHEETS C2.0 -05.0. A7 HYDROLOGIC UNIT CODE: 05120201090070 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 THE RECEIVING WATER FOR THIS SITE IS CROOKED 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 #18057CO215F. A14 10 YEAR PRE - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (1 HR. STORM) = 1.75 CFS 10 YEAR POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (1 HR. STORM) = 2.54 CFS A15 THE ADJACENT LANDUSE IS INDUSTRIAL. A16 LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED LAND: SEE SHEETS C2.0 -C6.0. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEET C1.0. A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS IS SHOWN ON SHEET C7.0. A19 LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEET C4.0. A20 N/A A21 N/A 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 OF POLLUTANTS ENTERING STORMWATER ARE SHOWN ON SHEET C6.0. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES: SEE SHEET C6.0 83 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: THE PROPOSED LOCATION AS WELL AS MAINTENANCE REQUIREMENTS IS SHOWN ON SHEET C6.0. THE DETAIL IS LOCATED ON SHEET C7.0. 84 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 C6.0. DETAIL IS SHOWN ON SHEET C7.0. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEET C6.0 FOR LOCATIONS OF RIP RAP AND EROSION CONTROL BLANKET. SEE SHEET C7.0 FOR DETAILS. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C6.0 AND C7.0. B7 N/A B8 STORM SEWER OUTLET PROTECTION SPECIFICATIONS: SEE SHEETS C6.0 AND C7.0. B9 N/A 810 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: SEE SHEETS C6.0 - C7.0. Bll TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SEE SHEET C6.0 FOR LOCATION OF TEMPORARY SEEDING. SEE SEASONAL SOIL PROTECTION CHART SHEET C7.0. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE SHEET C6.0 FOR LOCATION OF PERMANENT SEEDING. SEE SEASONAL SOIL PROTECTION CHART SHEET C7.0. B13 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 CARMEL FIRE DEPARTMENT. 3. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE BY CALLING (317) 233 -7745 OR (888) 233 -7745. 4. NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER PERSONNEL AS NECESSARY FOR CLEANUP. 5. COORDINATE AND MONITOR CLEANUP UNTIL COMPLETE. 6. 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 C6.0. ALL STORMWATER POLLUTION PREVENTION MEASURES SHOULD BE INSPECTED AT LEAST WEEKLY AND AGAIN WITHIN 24 HOURS OF EVERY X INCH RAIN EVENT. B15 N/A 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 POST CONSTRUCTION MEASURES USED TO MINIMIZE SEDIMENTATION IN WATERWAYS INCLUDES SWALES FOR TREATMENT OF THE STORMWATER PRIOR TO ENTERING THE DETENTION POND. C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: SEE SHEETS C6.0 - C7.0. 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. m 0 W Of Q 0- w a m w a Q U) U z W O O CU CD 0 W Wi �_ tt W U) W z z Q z J LL � W O = - F- p f _ Ld LO J Cy) J O LO CV W = J 00 LO 00 W ~ O � O 0 0Wr�00ti zC"I CO ti 00 ti Q o0 TM- oor- Lo z Cf) 00 CO) z 0 0 0 U) 0� Q z 0 J m ui 2 O 0� co CL d Y M 0 Q z Q 0 z CW NG L.L.. Q 0 W Ld_ 0 N� u.. Q NCL L.L.. W 3: O J LL Q G I Q U LIL U LLJ a U) Lli CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE: 7-1 -05 PROJECT NO.: 2005 -0075 C800 OF 10_ PROJECT: F: \2005 \2005 -0075 - Smith Development - 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C9.0 SITE SPECIFICATIONS. dwg PLOTTED BY: STACEY L HOSLER DATE: Fridoy; -July 01. 2005 1:07:49 PM - - - __ &W ACCESSIBLE PARKING SYMBOL z 0 I in I N GALVANIZED STEEL SIGN ADDITIONAL SIGN REQ'D. AT VAN ACCESSIBLE SPACES ONLY r- VAN y LACCESSIBLE_j O 0 GALVANIZED STEEL POST 0 ° NOTES: O 1. ALL FACILITIES FOR THE DISABLED SHALL 0 CONFORM WITH THE AMERICANS WITH DISABILITIES 0 ACT AND ALL REVISIONS. O 0 2. THE CHARACTERS AND THE BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR O OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERED. In 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70 %. 0 0 ° CONIC. WASH PVM'T.� - - - - -. 1' -6" DIA. ' I I. CONC. FOOTING . I I ' I >I A I 0 #6 X 1' -2" LONG REINF. BAR E.W. ACCESSIBLE PARKING SIGN DETAIL 6" CONCRETE SLAB THICKENED EDGE W/ FIBER REINFORCEMENT 1" HAC SURFACE ON 9" HAC BASE 10" PC CONCRETE n e e �i d' a 4. 11 A Eli, ;J r, r 2' -0" 2' -0" CONCRETE/ ASPHALT PAVEMENT INTERFACE SECTION 24" SLOPES 1/2" TO GUTTER r-TOP OF PAVEMENT. CRUSHED STONE' AGGREGATE ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. EDGE CONCRETE SLAB — , p jb D i CRUSHED STONE AGGREGATE 24" CURB AND GUTTER (ALTERNATE BID) 5' 1i -1: � II -III ii -i ! 1I �II111I�II�- �itll� II_� I�(�,I��iIIII _ I 4 COMPACTED GRANULAR AGGREGATE MATERIAL APPROVED -rr- 1 A/ A I I/ RY CONSTRUCTION MANAGER 6" COMPACTED STONE TO MATCH CORNER CHAMFER BOTTOM OF PAVEMENT SECTION 1) COLLAR TO SLOPE WITH PAVEMENT GRADE PER PLANS 2) 4000 PSI, AIR ENTRAINED CONC W/ WWF 6X6 -6/6 CONCRETE INLET COLLAR CONC. RISER • PIPE CONC. FILLET L001 C -478 PRE -CAST � � � '� � � � -� - ~ � 00 CONC. BASE KNOCK CONC. FILLET BASE TO BE SET ON #11 STONE, OUT 4" ON EARTH, 6" IF ON ROCK. NOTE: SEE STR. DATA TABLE FOR PIPE SIZE & INVERTS NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615 GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. MANHOLE TYPE "E" COMP. JOINT \� OR #12 SURFACE cli #5 BASE ASPHALT ON SAN. ONLY 5' D = INSIDE DIAMETER �o 4P A . 0i 81. SAW �i,^!� %: *�� �1 � �•i.,�i. ice! ��%► � %�.� 3- #53 COMPACTED AGG ADJUSTING RINGS ,: W s MATERIAL BELOW PIPE SUBGRADE z "B" 6" MIN. 18" MAX. DEPTH OF BEDDING BORROW OR EQUIV. _ MATERIAL BELOW PIPE GRANULAR MATERIAL (d)MIN. COMPACTED TO 95% ff It STANDARD PROCTOR 27" & SMALLER 3" 48 "0 A.S.T.M. C -443 ~ � I O 30" TO 60" 4" W gc c, d COMPRESSION z CO r` o r` 0T_ 00 T_ JOINTS EXCAVATION d. - v w " LINE ° C -478 PRE -CAST j CONC. RISER • PIPE CONC. FILLET L001 C -478 PRE -CAST � � � '� � � � -� - ~ � 00 CONC. BASE KNOCK CONC. FILLET BASE TO BE SET ON #11 STONE, OUT 4" ON EARTH, 6" IF ON ROCK. NOTE: SEE STR. DATA TABLE FOR PIPE SIZE & INVERTS NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615 GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. MANHOLE TYPE "E" HEAVY DUTY PAVEMENT SECTION EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 5' OR LESS MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE ;,......,.;. GRASS GROWTH 2EGATE =GATE (RAINED LEGEND % \� OR #12 SURFACE cli #5 BASE ASPHALT MIN. 1.25 Bc +12" 5' D = INSIDE DIAMETER �o 4P A . 0i 81. SAW �i,^!� %: *�� �1 � �•i.,�i. ice! ��%► � %�.� 3- #53 COMPACTED AGG _5 5�•= +•:•:� =+•� 5' #2 COMPACTED AGG77 W s MATERIAL BELOW PIPE SUBGRADE HEAVY DUTY PAVEMENT SECTION EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 5' OR LESS MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE ;,......,.;. GRASS GROWTH 2EGATE =GATE (RAINED LEGEND 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 0 LO T /PAVING I' 1" CONC. WASH 8" DIA. PIPE FILLED W/ CONC. (PAINT SAFETY YELLOW) FURN. BY STEEL CONTR. INST. BY CONC. CONTR. jj.'�_CONC. WASH 4 ♦ . ♦ 1' -6" DIA. CONC. FOOTING #6 X 1' -2" LONG REINF. BAR E.W. cV l 1 STEEL BOLLARD FOUNDATION 100' -0" LONGITUDINAL CONTRACTION JOINTS a _J- o o D e r a a TRANSVERSE- PAVEMENT PAVEMENT EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS JOINT DETAIL 4000 PSI - 6% AIR ENTRAINED CONCRETE COMPACTED SUBGRADE TO 95% I OF ASTM D -1557 CONCRETE PAVEMENT SECTION ON SITE SCORE It SCORE 0 3/8" � CONCRETE CRACK SEALER 1/8" RADIUS (DOW) 4 v - - 4 - 4 . CONTRACTION JOINT 0 CONCRETE CRACK SEALER 1 /8" RADIUS (DOW) _ o , = 4 a A Y, EXPANSION JOINT NON- EXTRUDING MATERIAL CONCRETE J01 N T D ETAI LS m 0 W Q a W W cl- Do �. \ 0 W CL a U % \� Bc = OUTSIDE DIAMETER cli MIN. 1.25 Bc +12" o O D = INSIDE DIAMETER �o �do- d = DEPTH OF BEDDING W MATERIAL BELOW PIPE z "B" DEPTH OF BEDDING BORROW OR EQUIV. _ MATERIAL BELOW PIPE GRANULAR MATERIAL (d)MIN. COMPACTED TO 95% ff It STANDARD PROCTOR 27" & SMALLER 3" DENSITY. ~ � I O 30" TO 60" 4" W gc c, 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 0 LO T /PAVING I' 1" CONC. WASH 8" DIA. PIPE FILLED W/ CONC. (PAINT SAFETY YELLOW) FURN. BY STEEL CONTR. INST. BY CONC. CONTR. jj.'�_CONC. WASH 4 ♦ . ♦ 1' -6" DIA. CONC. FOOTING #6 X 1' -2" LONG REINF. BAR E.W. cV l 1 STEEL BOLLARD FOUNDATION 100' -0" LONGITUDINAL CONTRACTION JOINTS a _J- o o D e r a a TRANSVERSE- PAVEMENT PAVEMENT EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS JOINT DETAIL 4000 PSI - 6% AIR ENTRAINED CONCRETE COMPACTED SUBGRADE TO 95% I OF ASTM D -1557 CONCRETE PAVEMENT SECTION ON SITE SCORE It SCORE 0 3/8" � CONCRETE CRACK SEALER 1/8" RADIUS (DOW) 4 v - - 4 - 4 . CONTRACTION JOINT 0 CONCRETE CRACK SEALER 1 /8" RADIUS (DOW) _ o , = 4 a A Y, EXPANSION JOINT NON- EXTRUDING MATERIAL CONCRETE J01 N T D ETAI LS m 0 W Q a W W cl- Do �. \ 0 W CL a U Z cli W o O U �o �do- W z U)ZWLL : Q Z J z_�0 I— W LO �- J W O J O LO N J00LO 00 ~ � I O W c, OWOccooti z CO r` o r` 0T_ 00 T_ I 0 0 Q tD z J0 U) ry m W 2 O 0� m d d Y 1 N 0 Q Z Q 0 Z J CW G Q U W Q 0- W 3: O J I.- Q G Cfl Q w D W H CLIENT NAME: SMITH DEVELOPMENT AND CONSTRUCTION COMPANY 6468 NORTH RUCKER ROAD INDIANAPOLIS, IN 46220 PHONE: 317- 726 -0340 FAX: 317- 726 -0348 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: SLH SCALE: NTS DATE: 7-1 -05 PROJECT NO.: 2005 -0075 c9no OF 10 PROJECT: F: \2005 \2005 -0075 — Smith Development — 96th and Mayflower Park \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: STACEY L. HOSLER DATE: Friday;--duly 01. 2005 1:08:05 PM A B (:c D i ! 40' -0' 40' -0' 40' -01 61 -4' 3' -4' 3' -2' 4' -01 26' -10' 32' -4` 12'- 14' -0' 8' -0' 8' -0' 2' -0' I f I I � � I 1 I I I 1 1 e ; I I NEw WAIREWOUSE ; Ex15TIW3 ADDITION WAREHOUSE I 3 cv I t I e 1 I i 4 — — — ---. - — — — , — — — — — — --. -- — — — t Q � its i I ( I 113' -6' I FLOOR PLAN SCALE: 1' = 40' -0' �C�•,..... Pkp F No. °yr * AR19500143 su>E cr IT 0 /lifl{111 Peterson L i 802 Mulberry Street. Suite G Noblesville, IN 46060 p 317.770.9714 f 317.770.9718 studio@petersonarchitecture.com C3 Q- Q, E E U p� C � o C3 �- 0 N c3 \ N 4) C N cfl cv x O D O Li +- M C O (n C O O Q U tpp — + CO N O 0 NO O f� E ' NQ CL W `n 0 C' O M M D � E CiI E i i K n a a 0 Kc r m Z Z U A A i.: PRELIMINARY DfRA JING5 JULY 11 200 REVISIONS ZLREVISION DATE A 2 REVISION DATE REVISION 3 DATE REVISION 4 DATE 5 QREVISION DATE DRAWER NO. 18 DRAWN BY: P JORDAN CHECKED BY: D PETERSON PROJECT NUMBER: 05 -0118 ARCH I TECTU�L- THESE DRAWINGS ARE GIVER IN CONNDENCE AND SHALL BE USED ONLY IN PUR5UANT TO THE AGREEMENT WITH FMR50N ITECTUF�E, PAC. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND CO -NON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. � PRECAST GONGFf-TE IM WALL PANEL NORTH ELEVATION (MA7CN EXIS7MCs) X LU T. 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Suite G Noblesville, IN 46060 p 317.770.9714 f 317.770.9718 studio @petersonarchitecture.com C v � a � o � V � C � O p �• O Li 'd C Op O � W c0 N ONO 1� E O � LO � M 0 E PRELIMINARY DRAWING5 JULY 11 2005 REVISIONS: A 1REVISION DATE REVISION 2 DATE AREVISION DATE REVISION 4 DATE QREVISION 5 DATE DRAWER NO. 18 DRAWN BY: - P JORDAN CHECKED BY: D FETERSON PROJECT NUMBER: 05 -0118 EXTERIOR ELEVATIO-N.5 it ft-.-Ft 140""t -2 01 THESE DP- 4W1NG5 ARE GIVEN IN CONFIDENCE AND 5HALL BE USED ONLY IN PUR&JANT TO THE AGREEMENT WITH FEM60N ARCHITECTURE, P.C. NO OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE FRIOR WRITTEN CGN5ENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY 5FECIFICALLY RESERVED.