Loading...
HomeMy WebLinkAbout06080038 Site Construction Plans Interim Review and Comment Only NFC Rcv. 8/18/2006 DOCSn I 1 i L I I I 1 I I L ID C:' [Dj AND DEVELOPMENT SERVICES Dew urine ors 501 S. 9th Street, Suite 100, Nobles vill e, IN, 46060 Phone: 317.770.1801 Fax: 317.770.1821 Toll Free: 1.800. 801.8555 I 1 K Gary Hovt - Office of Fire Chief Phone: (317) 571 -2600 Fax: (317) 571 -2615 Michael Fogarty Office of Police Chief Phone: (317) 571 -2500 Fax: (317) 571 -2512 Gary Duncan - City of Carmel Engineering Assistant City Engineer SITE GRADING PLAN Phone: (317) 571 -2441 Fax: (317) 571 -2439 Amanda Foley - City of Carmel Euineerinc Storm Water Administrator STORM PLAN AND PROFILE Phone: (317) 571 -2441 Fax: (317) 571 -2439 H SITE EROSION CONTROL PLAN John Duffy - Carmel City UtRifies Phone: (317) 632 -9077 x291 Fax: (317) 571 --2-642 Ryan Hartman - Clay Township Regional Wclsfe District Phone: (317) 844 -9200 Fax: (317) 844 -9203 G Shirley Hunter - Duke Energ.� Phone: (317) 581 -3041 Fax: (317) 581 -3031 Chuck Shupperd - Vectren Energy Phone: (317)776 -5535 Fax: (317) 776 -5553 F E D C B A I 1 I 1 I 1 I 1 I SITE CONSTRUCTION PLANS FORM DWEST NORTHWEST CORNER OF CARMEL DRIVE AND CITY CENTER DRIVE CARM E L INDIANA 46032 " - ' OF ti je....,/ �..../ AVAILABLE 1.80± ACRES '' 3y' / 'h. '� &. 6„ H'4 /r. a , 'a •',, ,''�a� Hy� �a H �M1'• ;� k4ji�Sy .. �� "w x4 °a OX f Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 EXISTING CONDITION - DEMO PLAN C200 SITE PLAN C300 SITE GRADING PLAN C400 SITE UTILITY PLAN C401 STORM PLAN AND PROFILE C402 STORM PLAN AND PROFILE C403 STORM PLAN AND PROFILE C600 SITE EROSION CONTROL PLAN C601 SITE EROSION CONTROL DETAILS C602 SITE EROSION CONTROL DETAILS C700 SITE SPECIFICATIONS C800 SITE DETAILS C801 SITE DETAILS C802 SITE DETAILS H / EXISTING MISO BUILDING PROPOSED SITE NORTH NOT TO SCALE p�ogoo3$ CITC VICINITY MAP NORTH NOT TO SCALE ei-rc: LOCATION MAP " ° "," NOT TO SCALE NOTE: IT IS THE RESPONSIBILITY OF THE OWNER AND /OR CONTRACTOR TO ACQUIRE ALL EASEMENTS AND APPROVALS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. 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. 0 C'7 w 0 L K i n, � s � � / �a x„ yy • �i ca LLJ y .... 1a .H yi a .��'' a UE,,/ G LU �- Za F� OZ N CV LO 00 U) Ow ch c° Y rn �t C7 Z L L9 WO co cn LU L11 U U O co Z � ~ Z Lu ¢ a O Z J-7 -1 L U LU O Q of OU F- LL Lu a co o ym .o L £ = .10 C Zia OI �w CO*.ca 0/ Z 0 t cz W 4i 0Q �y L K i n, � s � � / �a x„ yy • �i ca LLJ y .... 1a .H yi a .��'' a UE,,/ G UKAWING NO. SHEET 1 OF9 PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Louth Property Group \ENGINEERING \DRAWINGS TITLE: PLOTTED COVER SH. ROBERTS COVER SHEET PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 2:37:49 PM A F LL 0� U W Z 0 0/ Z 0Q UWW I—. > > co 0� 0� W 0 W p p I LJ v� =WW LU W I— F-- LU > ����Z LiLi (D LJJ O D Q W U ZUCU LU o H U J Q Q m o J O 0 m cZ Y �Zo U �m U 0 CV z O 1= a Ci � LU UUi LU o w pc } 1- U 0 ° o LL Q 00 ° f W UKAWING NO. SHEET 1 OF9 PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Louth Property Group \ENGINEERING \DRAWINGS TITLE: PLOTTED COVER SH. ROBERTS COVER SHEET PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 2:37:49 PM A F I I L K J W G F E D C B A I I-� I .I--,' j1/,n � ,,/ 1. , .''11� S% j` /l ///1 /. / / / ///',, y q/ i /%iii i //� i%% %'1'1/"., / /�� % „ii 1/1-1-11 ///1 /; //' 1111: � el /' /ice /,i i; /.. r.;;+ llll_� .11, ./�-/­ -,, I - - - //;�5`z " I �-�- ll�/l -110--ol/ "/ , ,,��ze,�- - ,,/;�/ 01/11 \ \ "I"1111�1,11".11. _" ;,'1,, '1`11�� . , "< ;: LINE OF '4' ., SAWCUT - "O.,-;4 ;, ", " "'I" '7p, , " , " "I I I., 6 S�� "Ill "111.111, Q ", ", ., , /-, ;e;_, Noe S � � �� S LINE OF SAWCUT - INV. 833.50 �'•. pry. A, // , r% 4 . / //s ✓ x,, . . ', h%/ 1 / ','',11-11 /'�• ", ", ":: .,, ,""I' /. F -, ,' j . // ' 51y g s 3, /. �, ,,,% t ,:,. / 141,1 s,/ ��. :,, EXISTING LEGEND , I 11 I I I --'� ■ %,° SPOT ELEVATION FIRE HYDRANT ,. /.,. :" /, '• r _ ... .... •.,. :. ' Cl==0 AREA LIGHT 1 EVERGREEN TREE 6" ::;;, ;,. 1 0=0=0 AREA LIGHT 2 0 BUSH /':. %* / "" s %�n A ` b UTILITY POLE X - FENCE % ' , ' / m/ / � F-- GUY ANCHOR --o- SIGN / ' / '111. ci TELEPHONE MANHOLE 0 TRAFFIC SIGNAL POLE O TELEPHONE RISER @ TRAFFIC SIGNAL MANHOLE % %� " ......, �. >,,,- 111;1,.. „% """I" ® TRANSFORMER TELEPHONE sit, /i /, i / � /, ..... s /-1. �'•. pry. A, // , r% 4 . / //s ✓ x,, . . ', h%/ 1 / ','',11-11 /'�• ", ", ":: .,, ,""I' /. F -, ,' j . // ' 51y g s 3, /. �, ,,,% t ,:,. / 141,1 s,/ ��. :,, EXISTING LEGEND , I 11 I I I --'� ■ %,° SPOT ELEVATION FIRE HYDRANT /'j, >11mm r _ ... .... •.,. :. ' SCALE: 1" = 50' /'' 11111 / "_ r ."', . \ ", / / / ,� /•. // / , �,,,..,: ,,,... . s //f ,// ,// , /J/// f // / ;/f // % ;// / / y;;,,,/ ,,�� ,, ; '_. /,, 4 / ,;4';. /// y / ' /Pi // , Y/4/P, / ,/ Pl ,/,., :, / / /I, /� 1, ,� /" ,� 11',i S S /1111/ q5 / /� ,, y /� . / " - i / '4,, ,' /. /, Y,,;! / /, /l /,, �// / " ,,,, / / d / / // :/ , ,.. ,H -1. It y ,� ", J / /�,.;' r .1 %: % / // ,/ /"� f // e /,/ // // / / 7 / / // / f/ � / // / f f / // /// /// // �� /// / ,/ / /// /4/i/, , GENERAL SITE DEMOLITION NOTES 1. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION AND REMOVAL OF APRONS, ETC. BEFORE THE START OF ANY DEMOLITION. 2. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO THE START OF DEMOLITION. 3. 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. 4-CONTRACTOR' .,-,HALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERY OF HAZARDOUS OR SON T AMINATED MATERIALS. 5. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON -SITE MATERIAL. 6.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. 7.ALL UTILITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILIT'' TO VERIFY- ALL UTILITY LOCATIONS. 8.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. EXISTING EXISTING LEGEND D" ��, °�' SPOT ELEVATION (TOP OF CURB) (wV WATER VALVE I I I < ■ %,° SPOT ELEVATION FIRE HYDRANT >11mm 831 CONTOUR ,. DECIDUOUS TREE _ ... .... Cl==0 AREA LIGHT 1 EVERGREEN TREE 6" 0 1 0=0=0 AREA LIGHT 2 0 BUSH . .. A ` b UTILITY POLE X - FENCE C) F-- GUY ANCHOR --o- SIGN \11 4 ci TELEPHONE MANHOLE 0 TRAFFIC SIGNAL POLE a O TELEPHONE RISER @ TRAFFIC SIGNAL MANHOLE % %� " ......, �. >,,,- 111;1,.. „% w ® TRANSFORMER TELEPHONE " 1 ' 1 - ,��y';;y FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER �i!� y% % .. -- ;, w_,,,,,,�, / /�� �, =,, M 0 UNDERGROUND GAS ® DRAINAGE MA MANHOLE ' -' °'N, -vok/l , ,,,,�,,,,, --,-", 1yj I oHLI OVERHEAD UTILITIES 5) SANITARY MANHOLE H xir x,.s 9. z oHE OVERHEAD ELECTRIC a CURB INLET s;A'Al `F Q uGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) �/e y ,,yam - .._. UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) " W STM UNDERGROUND STORM e CLEAN OUT .-, ' ; 1 : �_ SAN UNDERGROUND SANITARY O PIPE BOLLARD ,may- �I -W W- WATER LINE FLAG POLE - GENERAL SITE D NOTES < - I REMOVE EXISTING FENCE COMPLETE. 1111'/ 2 REMOVE EXISTING TREES AND OR PLANTINGS COMPLETE. �/ /// � 3 O REMOVE EXISTING CONCRETE CURB AND GUTTER • ER COMPLETE MAKE "11-111" STRAIGHT SAWCUT AT TERMINATION. CONTRACTOR TO COORDINATE /'� INV N. 8 PVC 833 73 WITH THE CITY OF CARMEL E < REMOVE EXISTING CONCRETE SIDEWALK COMPLETE; MAKE STRAIGHT _. _. _ __ INV. W. 8" _ 833 54 SAWCUT AT NEXT ADJACENT JOINT. �i� /iii/ 11 S > REMOVE EXISTING STORM INLETS COMPLETE. COORDINATE WITH THE :..:.: ..:.:.:.... „PVC _.:,: ..:.:: . ...... INV. E. 8" PVC = 833.67 CITY OF CARMEL. < REMOVE EXISTING STORM SEWER COMPLETE; COORDINATE ROAD x _ ._.... CROSSING WITH THE CITY OF CARMEL, MAINTAIN MIN. 12' LANES 14- .. .. , . _,.. CURB AND GUTTER INLET . T C. 840 44 AT ALL TIME. GENERAL SITE DEMOLITION NOTES 1. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION AND REMOVAL OF APRONS, ETC. BEFORE THE START OF ANY DEMOLITION. 2. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO THE START OF DEMOLITION. 3. 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. 4-CONTRACTOR' .,-,HALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERY OF HAZARDOUS OR SON T AMINATED MATERIALS. 5. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON -SITE MATERIAL. 6.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. 7.ALL UTILITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILIT'' TO VERIFY- ALL UTILITY LOCATIONS. 8.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" $=- 0 04 W 0 4.4 E--I W W z ° F-� =) M U-) 0o 0 Z N N ¢ I— U) 0 m c� 0 LU Y � z � � i n w w - - 0 ty- 0 Q LLI . . 5i� ME M M ::>: �E W LLj :3 m z ::> I _ F-- zO �_ =) U U = U Z W < 0 -' LL w 0 z J -. .7 0 Q � UO Iw- � Lv � c~is 0 �5 i8 to s0 3: , 0 z co . :5 i ,^ 0- ���a I` 0K10 �w10 Z �"4 W- c•.r s � R� -0- C t�, . O orb W I soft V" w, ,• S ,w w he S p 4) s 3 0 2 O Hn� i bd^� r - c��z "I 2 in 9 � y© - wo -_ - y 0' a a.. 0 - a L K j '? %/' H /// y //. /i „/% I 11.1 /i/ /i j' �/ / /// //1.111 ,/ ,.,, % ,,, ,//,N /' / ' / �/� �/� y /// // , % $ // / i /// �// '//' / s � ' ' / / s //i / / 111 % I j // h / ///' // /i/ , , „/ LL1 , ; ' /'' �� ,/ . ,, '�N/ % / lz/ W / '" // Lu 0 EXISTING STRUCTURE TABLE STORM I I I < -- SANITARY >11mm CURB AND GUTTER_ INLET -_ _ ... .... SANITARY MANHOLE 0 1 T C 840.50 . .. A T.C. = 842.88 C) INV. N. 18" RCP = 838.01 ._ ....... ... ... _. _ . .. .. :. :. _ _. ... -- .. INV N. 8" PVC 83616 INV. S. 1S" RCP 837.95 w .. ...... _ _ INV. W 8" PVC = 836.09 CURB AND GUTTER INLET 0 SANITARY MANHOLE 2 T C. 840.29 z e , ...... e42.94 Q INV N 18" RCP 837.59 - .._. 1. ... ._ INV. E. 8" PVC 834.81 W W INV W. 24" RCP = 837.54 I. _. .. _ ..... �_ _. INV W. 8... PVC 834.83 > > 1. INV. S 18" RCP 837 59 0 U) CURB AND GUTTER INLET T.C. = 840.29 a C . .. _. ..:. SANITARY MANHOLE . . .. ._.. .. T.C. T:9. 842.83 �� .:::..:... U INV N. 8 PVC 833 73 E '. INV. N. 18" RCP 837 59 .: .: 1. _. _. _ __ INV. W. 8" _ 833 54 INV. W. 24" RCP 837.54 .:.. I'll :..:.: ..:.:.:.... „PVC _.:,: ..:.:: . ...... INV. E. 8" PVC = 833.67 INV. S. 18" RCP 837 59 Lij x _ ._.... L.L 4 .. .. , . _,.. CURB AND GUTTER INLET . T C. 840 44 __.... ...._ ..... D :.. .. SANITARY MANHOLE _..... - T.C:• 841.89 _. ,,. C) 0 O F- � . .: ... z F- Q i < W INV. E. 8 PVC 83Z 34 D INV. N. 18 "'.. RCP 836 92 ... cnz OO .... ..... .... . _ _ _ ... .._ ............ . INV W. 8 ", 832.18 c�z o zm N INV. S 18" RCP. 836.48 .PVC .11 ..... .. _ . _ .. . .......,... o0 _...................... . _ _. . ...... . CURB AND _GUTTER INLET _... 11 T C.. -.:. 840 35 - _, _ . E .. .: . .. :. SANITARY MANHOLE .............:... T C. 841.66 . .. .... INV. E. 8.. PVC 83162 INV. N. _ 18" RCP 836 43 .. :. _, .. .. INV. W. g„ PVC... = INV. S. 18" RCP 836 48 .._ ..831.62 - INV. N. g ",..PVC _ _:..831.50 .:. .., . CURB AND..GUTTER INLET C ... _ ...:: SANITARY MANHOLE _. 6 T = 840 48 .. .. .....:: F ... . ..... T.C. T C = N...12 ":.RCP.. 837.51 ...842..70 INV. N.W. " PVC = 834.99 ... ... ... ....... :::.. ...,.. .. .. IN, V,. N. 8„ PVC 832 04 7 URB AND.., GUTTER....INLET T C:: 840.51 _ ..... INV, E.... 8" PVC 830 26 .. _ .. 1. .: .. .: ..::: < INV. S. 8" PVC 830.01 INV. N....:15 "..,:.RCP 836.95 :. . INV S 12" .:: RCP . 837 18 .. ...... .. ......_ SANITARY MANHOLE ..: . . ,: :. .,. _ ,.. G T.C. 84180 8 CURB AND GUTTER INLET . .: T.C. = 840 62 ... ...:.. . ...., .:... . ..... - :INV. N .: g,/ :PVC 829 08 _ _ .. .. __. INV... E. 8" PVC 829 24 11 INV W 15'► RCP 836 40 _ _ .. _ INV. S 8" PVC 829 01 INV. N E. 15" RCP 836.60 - CURB AND GUTTER INLET _.. _ ......... 40 48 1. T C H SANITARY MANHOLE :. - T.C. T C:. 844 36 . .. . . INV. N E. 8" PVC 827 69 INV. S.W 15" RCP 837.46 . ._ _ .. .. .... ..... INV.. N.W. N W 8" PVC 1. INV. N E. 1S" RCP 837.50 ... ,� _.827.71 INV. S. 8 . PVC = 833.63 -,- , ........... _..., . :. ....: .: ,:. // ...... .. ....... INV. S.E. 8. PVC 827.SS 10 CURB AND GUTTER INLET 1. T C 840 82 _.. I. ... ._.. ..... .:. ..:.:....... . _.. ..... . . ._.... SANITARY MANHOLE INV. S W. 1S'' RCP = 836.50 .: .. T C 842 66 :.INV_ N.E. . 1S" RCP 836.72 1. _._ . .. N.W. _ _ . NV. 8" PVC _ 826.07 . _ .. . . .. . _ IN - E PVC 826 03 CURB AND GUTTER INLET .. -.. .. ... .:-8,. INV. S.W. 8" PVC = 826.05 11 T. C. 840 S6 PROJECT: F: \2006 \2006 - DWG: C100 EXISTING COI PLOTTED BY: KEVIN J. DATE: Thursday, Augus HOLEY MOLEY SAYS "DIG SAFELY" $=- 0 04 W 0 4.4 E--I W W z ° F-� =) M U-) 0o 0 Z N N ¢ I— U) 0 m c� 0 LU Y � z � � i n w w - - 0 ty- 0 Q LLI . . 5i� ME M M ::>: �E W LLj :3 m z ::> I _ F-- zO �_ =) U U = U Z W < 0 -' LL w 0 z J -. .7 0 Q � UO Iw- � Lv � c~is 0 �5 i8 to s0 3: , 0 z co . :5 i ,^ 0- ���a I` 0K10 �w10 Z �"4 W- c•.r s � R� -0- C t�, . O orb W I soft V" w, ,• S ,w w he S p 4) s 3 0 2 O Hn� i bd^� r - c��z "I 2 in 9 � y© - wo -_ - y 0' a a.. 0 - a L K j '? %/' H /// y //. /i „/% I 11.1 /i/ /i j' �/ / /// //1.111 ,/ ,.,, % ,,, ,//,N /' / ' / �/� �/� y /// // , % $ // / i /// �// '//' / s � ' ' / / s //i / / 111 % I j // h / ///' // /i/ , , „/ LL1 , ; ' /'' �� ,/ . ,, '�N/ % / lz/ W / '" // Lu 0 _ o O C - - a U W U) w _ ;.- LU oC Q >_ U "IT'S THE LAW " D 0 CALL 2 WORKING DAYS BEFORE YOU DIG � :� o 1-800-382-5544 W � cb v-- Q >_ co -i CALL TOLL FREE 0 >- } B W of INDIANA STATE LAW IC8 -1 -26. DRAWING N0. SHEET 1 F IT IS AGAINST THE LAW TO EXCAVATE 0 9 WITHOUT NOTIFYING THE UNDERGROUND : - _ I - LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: EDITION -DEMO PLAN.dwg EXISTING CONDITION - DEMO PLAN ROBERTS F 17, 2006 11:34:52 AM A I I I < >11mm . 0 I.- 0 C) F w 0 z 0 Q O W W �_ I­ > > 0 U) a 0 W U E (D 2.01, F- Lij x I- 0 W ..._. L.L J I=- w 0 1 C) C) 0 O F- � co ap z F- Q i < W z LU " Qm o J � o D ME !' OO cnz OO Y c�z o zm N 0 o0 _ o O C - - a U W U) w _ ;.- LU oC Q >_ U "IT'S THE LAW " D 0 CALL 2 WORKING DAYS BEFORE YOU DIG � :� o 1-800-382-5544 W � cb v-- Q >_ co -i CALL TOLL FREE 0 >- } B W of INDIANA STATE LAW IC8 -1 -26. DRAWING N0. SHEET 1 F IT IS AGAINST THE LAW TO EXCAVATE 0 9 WITHOUT NOTIFYING THE UNDERGROUND : - _ I - LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: EDITION -DEMO PLAN.dwg EXISTING CONDITION - DEMO PLAN ROBERTS F 17, 2006 11:34:52 AM A 0 N M L K t H G F E D C B A s .S s y` 's yyy, .,y STR -1 - EN EXISTING LEGEND b� SPOT ELEVATION (TOP OF CURB) Wv WATER VALVE r b SPOT ELEVATION FIRE HYDRANT 831 CONTOUR ,. DECIDUOUS TREE Cka AREA LIGHT 1 0=0=0 AREA LIGHT 2 `c-) UTILITY POLE E— GUY ANCHOR Ti TELEPHONE MANHOLE ED TELEPHONE RISER 0 TRANSFORMER FO UNDERGROUND FIBER OPTICS G UNDERGROUND GAS OHU OVERHEAD UTILITIES OHE OVERHEAD ELECTRIC UGT UNDERGROUND TELEPHONE UGE UNDERGROUND ELECTRIC STM UNDERGROUND STORM SAN UNDERGROUND SANITARY -W w— WATER LINE 6" EVERGREEN TREE 0 BUSH X FENCE -_a- SIGN O TRAFFIC SIGNAL POLE SF TRAFFIC SIGNAL MANHOLE © TELEPHONE BUILDING COVERAGE CONCRETE BUMPER Q DRAINAGE MANHOLE Q SANITARY MANHOLE PARKING PROVIDED: CURB INLET ® ROUND INLET (24" TYPICAL) ® SQUARE INLET (24" TYPICAL) e CLEAN OUT © PIPE BOLLARD SITE LEGEND © NEW SANITARY STRUCTURE 'CO NEW SANITARY SEWER CLEANOUT © NEW STORM SEWER INLET a NEW PIPE END SECTION NEW HD PAVEMENT —� R/W PAVEMENT NEW ASPHALT PAVEMENT 0 0 CD CD CD 0 CD CH) 0 0 0 0 CD CD CD 0 SITE NOTES FLAG POLE NEW ASPHALT PAVEMENT NEW 4" CONCRETE SIDEWALK (5' WIDE) NEW INTEGRAL WALK AND CURB (5' WIDE) NEW 6" CONCRETE CURB NEW CONCRETE TRANSFORMER PAD NEW SIDEWALK RAMP NEW CONCRETE INLET COLLAR NEW PAVEMENT MARKINGS NEW AREA LIGHT NEW CONCRETE PAVEMENT NEW ACCESSIBLE PARKING SIGN NEW ENTER SIGN NEW EXIT SIGN NEW EDGE OF ASPHALT PAVEMENT NEW DUMPSTER PAD NEW ASPHALT MULTI -USE PATH (9' WIDE) 1. SEE SHc�T "C10.0" FOR SITE DETAILS. 2. SEE SHLF-T "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY SiANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE FACE OF CURB. 5. ALL CURB ISLANDS ARE TO BE 10' -0" X 20' -0" UNLESS NOTED OTHERWISE. SITE DATA TABLE_ SITE ZONING co M3 PROJECT AREA 8.24± ACRES BUILDING AREA 1470200 SF 0 N O � U BUILDING COVERAGE 368793 SF (10 %) HARD SURFACE 2701800 SF (74 %) PARKING PROVIDED: �a ACCESSIBLE 14 SPACES STANDARD 604 SPACES TOTAL AUTO 618 SPACES BICYCLE 32 SPACES HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICB -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: FA2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS DWG: C200 SITE PLAN.dwg PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 11, 2006 11:48:38 AM h-� z F — Z W N co QU J Q Qm o J o �W--- 00 O� 0 N O � U O W Z � �a z 0 fir•. V U w z o Io W W O "' M ch 1- I U� Lo LO 00 O a �+ E-� w _o UF- ui W W o� < O W M LO r` M Lii z O � M N LO r` cy 0 z OW -� I W Cif W =) m z �E F— � W W W F- p a. U F— L- W M W �U C) I W O W (440 w Z co ^. to m�� moo � r Z q° w CO a co � o • t�l o co •. r ■ r as yni w ■� Pow as �4 U) 0 0 N M L K I H vd 00 n, w G' U 0 z F — Z W N co QU J Q Qm o J o �W--- 00 O� 0 N O � U O W Z � �a z 0 U w w o w D p U) Wrn) � �z Lli � °�OQW __j v� ��zUU 0 z F — Z W N co QU J Q Qm o J o �W--- 00 0 N O O U O Z O F- !2= 5:: W C/) w W o � v 0 �o co � T Q co 0 W m: D}�4 ING N0. SHEET 2 OF 9 TITLE: SITE PLAN F E D C B A 0 l M L K J H G F C B A SITE GRADING LEGEND © EXISTING LEGEND b~ M 101 h SPOT ELEVATION (TOP OF CURB) Wv WATER VALVE b NEW STORM SEWER INLET o I%— ' NEW PIPE END SECTION ' O O SPOT ELEVATION w FIRE HYDRANT 831 CONTOUR r DECIDUOUS TREE []� AREA LIGHT 1 6° EVERGREEN TREE 0=0--0 AREA LIGHT 2 Q BUSH `ob UTILITY POLE X FENCE E- GUY ANCHOR -a- SIGN TELEPHONE MANHOLE 0 TRAFFIC SIGNAL POLE o TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE D TRANSFORMER ® TELEPHONE FO UNDERGROUND FIBER OPTICS a o CONCRETE BUMPER G UNDERGROUND GAS ® DRAINAGE MANHOLE OHU OVERHEAD UTILITIES Q SANITARY MANHOLE OHE OVERHEAD ELECTRIC E�51 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 d FLAG POLE SITE GRADING LEGEND © NEW SANITARY STRUCTURE C.O. D W� c NEW SANITARY SEWER CLEANOUT 13 NEW STORM SEWER INLET o I%— ' NEW PIPE END SECTION ' O O NEW SWALE FLOWLINE 99.58 TOP OF CURB ELEV. NEW SPOT ELEVATION 99.06 GUTTER ELEV. 1.00% NEW GRADE GRADING NOTES GRADING 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 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 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) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, T _ 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. 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. & CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 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 BEFORE COMMENCING WORK. PROJECT: F. \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS DWG: C300 SITE GRADING PLAN.dwg PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11:48:01 AM N-_ t,47C i jZ 0 V1 ; i 10 VCO 4 er ,• Z" o how °'(0 3-0 f Z�po "co f CO CO LQ 3 0 O yn4 Q C= yC 0 �y 0 � o to N M L K J H /// / j� er W / I W' U z �-- z w N D W� c H U Q m ° O� o I%— ' CCDz Y CWz o w v o O N O 0 z� U -50 F �z � 0 a w z �- ° H o 1:4 W O Z cv) Z-4 J ~ co a o U) wYL0NZ W 0 F- O C? � M O M � M 0 w °W fn - W ,.� U W 0 a U Q Z UO LLi z w -- LL- -- --� w � z U W o � m � Z W Q 0 V1 ; i 10 VCO 4 er ,• Z" o how °'(0 3-0 f Z�po "co f CO CO LQ 3 0 O yn4 Q C= yC 0 �y 0 � o to N M L K J H /// / j� er W / I W' U o z �-- z w N D W� c H U Q m ° O� o I%— ' CCDz Y CWz o w v o O N O z� U -50 F �z 0 a z Q z o U) C/) =W W � C) woOQW cn a�ZUU o z �-- z w N D W� c H U Q m ° o I%— ' CCDz Y CWz o °O O ° o O N O U U -50 0 � o W} C• * Q> co W la! DRAWING NO. SHEET 3 OF 9 C3 TITLE: SITE GRADING PLAN A i • • 0 � o W} C• * Q> co W la! DRAWING NO. SHEET 3 OF 9 C3 TITLE: SITE GRADING PLAN A 0 fl!m M L K F H C F E D C B A I I IL I I I I I - I t s ST ." G .. LEGEND ...... ... y✓% '''''('' ,, d;;;; % % %�'''iifi' "/ ,N, ,, ,, ,,,, N ,,,,,,H<,, /•~ %�- , ... wv SPOT ELEVATION (TOP OF CUR ) WATER VALVE ,,,,,.,,,,,,,,,, ' SPOT ELEVATION FIRE H Y DRANT ............ „., ,,,,,,,,,, w 831 . ,w CONTOUR ' 'li r DECIDUOUS TREE y / ' ~ "y'•r', rrrN / " " '~S . AREA LIGHT 1 p 6 - EVERGREEN TREE SS AREA LIGHT 2 BUS H /,� °yyyyy.,,,, „4y;, ~A ~ f <N ~ CD-3 UTILITY POLE FENCE sj ~ X 'y /i, /Nayy "4 w, / �yryryiryN w, ` -.,„ / yHy ,,„ 5 F-- GUY ANCHOR —a- ' "","w,,, ` � r, /,i, / /y ~'�.,,,,,, ,ioyiiy �y�4 ,,,,„ " ""' -„n,,, �,,,w.,.n,~ i SIGN "% r,,yyry „'.`,,..,„ 'r,i � tin,.,,,., / '• f/ / ryy�,,,,, TELEPHONE MANHOLE p TRAFFIC SIGNAL POLE U V i y ' ryH yy o/"i ,/y~~ w.. ” Sf� ii/ y 1/ "'•y % ❑ TELEPHONE RISER CTR -7 i N L i ",.w, /iyyy ® TRAFFIC SIGNAL MANHOLE " yi yyy "•",'o'wa., fi .Yiiiryr, /yii "•.,,,,,w � T �/ .. /. f S y,. ii 5,.. 3l m f ' / ' s r 'v, i i s :� k, ,mww.,w „w,w,...,, ",. ❑ TRANSFORMER % t / NSF 0 " ® TELEPHONE / % \ ` ,,,w~ i r+. n!, /io /iii r '%x.,, ~m, w, S /iiiiiiiiiriii - ,,, ~,,,,,,,, % '• .,a f %i „w 'S :,// s, "• y /.,,// r,, // - "% , 'w ~��r / / / //, %y ,'a,,,. /!j!/ / / / / / /.:,i%',,,.,,n,,.,,,. „iN. •~% i m.ni.,, . ww„i. ,,,„ ,",.,,,. ,i ,,,iw,i ' . FOS /' /' / / /// ' ,, � `•n /,iy /iry y /'~,,,,~ !' %„ °, -,,,, ",,,n „n.,,., /.f � �' ..,iL ,,,w,,,,w,w,,,,,,,,,r, wrmi,,, , . w"., rw,,,,,,m„w.w,,,,,,w,n,,,,,,,,. ,'S ' ti s ,''s /,r'/ , ,/ , , /// % / j , / / , / ,// � /''/ i,t '''`.. ”' //,i , ,,// / ,/,/ , / ,,,, / j , Nf' j L t/ ,"~,,. .,,,,, r -o f„ ,iii�r�j„ j� iii,yyyi a iiio�r, � r�/ y, „,,,,,,,,, „ ,,y,,,,,,,,,, ,,.".w,,.,,,.,. .,, ~, „,. •• „ /;.: ;::;;;:,;:;;;;:,... ,i „' //..::7r / / /,'/.: %,'•„ ~ ,~w� ” „ ~~, ~ ` "° ~µ .w, n.,,,,.,. /” ,!f' •'f ,,,..,,., .w < t'4 ,.,, „ ,.w„,,, ",.,,,r,., . " ,.'� • „ / ;, ./ ,,�.,, ,",.,,,,,, ,.i,% ,w, „% / /,,.w.,,ww,w „.w,,,,,,,w,.w„ UNDERGROUND OUND FIBE R OPTICS CONCRETE BUMPER ,...- --- ~, w . . ,w,w „o G UNDERG R OUND GAS DO DRAINAGE MANHOLE , �. „^'.w'"+,.•,.*~,,,, " ” w " OHU OVERHEAD UTILITIES Q SANITARY MANHOLE Ln ., ~ ~ .. , ~~ . , > oHE OVERHEAD ELECTRIC CURB INLET T % s -' ' 1 " n UGr UNDERGROUN D TELEPHONE � ® ROUND I NLET (24 " TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET -. � =':.: ,.,,,,.w,.;,y ;z,.,, ,..•.., �; Y -' (24 /. TYPICAL) STM UNDERGROUND STORM v CLEAN OUT CIO Az - „s, _ SAN UNDERGROUND SAN TARY © PIPE BOLLARD LARD % , z � 'ti S •64 ".,w , ".~, ji j / /'' j' — WATER LINE FLAG POLE SITE .. • '^•' 4 4 "4 UTILITY LEGEND 0 ACRES o -14 STR INLET . "•� �// // W FIRE HYDRANT STR- 6�"'''' w..w STORM M.H. J` `� , / /`�� r WM W WATER METER W WATER % ' TEL TELEPHONE i % }' / /�/ % "4y,,1 / =5 y'� GAS GAS LINE 4 t GAS GAS METER EL UNDERGROUND ELECTRIC STR -3 - BMP `� s .(� s ❑ TRANSFORMER / ,..y �, ELECTRIC - METER S -12 - INLET _ _ `STR -1'�/, - INLETS / - SANITARY SEWER , °I° ,��,/� // (� �j• / j j ''.;j SS —�-- SANITARY MANHOLE bi° ° ;% TAR s °, o °, oQ a•, sf 3 /' jj/ /// "' C.O. -y r j ® ti ' SANITARY SEWER CLEAN OUT > s , O CIO j/ STR -2 b 04; STM STORM SEWER 0 STM STORM SEWER INLET Al j',,f /,;�/ // ,� /;/ j STM —® PIPE END SECTION 4 3 00, S� f' 3 /' /i' j/ f / 1 i�' ' /;'j''; `• /% r' UTILITY N Q %': ;� ,,.,,, ;�,�, - ,, "�, - ". =: �' /' s f, f f /,f /,, ,,, „ -� S -8 -INLET �4 ''f � / � / OTES �' 1. SEE MECHANICAL PLANS FOR LOCATION AND %: f f f f ,r f / f // / SIZE OF SANITARY DRAT " '' '' f ,' f f '' ,f f � �� ;' ' � /' /' /� �'' �% WITHIN BUILD NS, WATER LINES AND FIRE PROTECTION c STR -5 INLET f f ' f ' t / / // BUILDINGS ' ". %5 •,, 'r;rs,,, Z /j' /4 S 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES ES IN PAVED AREAS. ''.... SHALL THE CONTRACTOR SHA LL C ONTAC T A L L UTILITY CO MPANIES TO LOCATE ALL MAINS CONDUITS SERVICE LINES END SECTION ETC., IN THE ti FECTED CONST RUCTION A R EA. EXISTING M. UTILITY STRUCTURES ARE SHOWN HERE IN ACCORD R STORM C.0 • %,:. ' f , %,: •, .,,!�, ; , ,........ / / t WITH ACCORDANCE f / TH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY Y STRUCTURES AND FACILITIES THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION IN C00 ( COOPERATION WITH APPLICABLE , CABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY L�,/ / OF THE CONTRACTOR. f r aFORCED CONCRETE PIPE CLASS III 4. RCP RE�847E 0 PVC PG VINYL CHLORIDE RIDE SANITARY SEWER — AS M D-3034 SD - 35 H C S P HELICALLY ' •y . � ; f ,/ f f r' f ,r f f f ,/ f f /ff ,/ // ;,, s CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED '•' -s �� , ,;,, . , f f f f / f f , , 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 " TR -17 - S OR M. f r f , f r f r , , f , f / x , y' r ' 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE ) FROM ALL STORM INLETS (UNLESS " OTHERWISE NOTED ON PLANS). 7. FOR SITE 'r. /' ,,...4 >. ' % %. ,• .�, ,''' DETAILS SEE SHEET(S) ". Zia �� y f ''' j J �• � `� ,/ ;. l 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0” ,'•,% ;k ` �� / ff /,, /,/ 7/7 9. FOR SOIL EROSION AND CONTROL D ATA SEE SHE ET (S ) C7.0 " C8.0 / locIll- , ..,,, c� •� sj�► . ,,; f, ,, f ,/ ,, r ,/ //; , , � ,f f ,f f 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL S EXISTING TANDARD SPECIFICATIONS, LATEST EDI TION. f f ; , "j // , ,f,' mlso 00, _ /7 STORM STRUCTURE TABLE ," ,,,,w,..” ; STR 9 IN r / \ l ,/ BUILDING f” T f1 A .. .. i. . - .. _ i .- SITE UTILITY PLAN SCALE: 1” = 50' NORTH y / f )LEY MOLEY SAYS DIG SAFELY" T'S THE LAW” 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 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 BEFORE COMMENCING WORK. PROJECT: FA2006 \1006 -0101 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS DWG: C400 SITE UTILITY PLAN.dwg PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 11, 2006 11:46:48 AM rs 0 1�1 W 0 1Fr -iu� -1 t� W Z o �Lo LO 00 Q r— N N V C3 0 M M 0 W Y ti N Z o < ti ti w M M W Lll = m �— Z ~ -0 C-) U I- z J W W 3 w Q '. O W 0 W Lr_ F_ W U I— LL W m tl) O V1 19 �` f Z c vi I~ s W w O RaftO� Z �co co o , �wCO W BOO 0 Ilk IL s w w N W L K J H l , it En Uj "J O U 0 F- w U j W W c U 0 � o L, Y-- o °° B DRAWING NO. SHEET 4 OF 9 TITLE: SITE UTILITY PLAN A W F W z J U �— a W p Q E � ~ W W w I-- U o Q W -1 - 0 of WL? a H0 < U-1 ° �-- D >-- >- C6 Cn Z Z 0 pU U) Z o Z o 00 N 0 0 F- w U j W W c U 0 � o L, Y-- o °° B DRAWING NO. SHEET 4 OF 9 TITLE: SITE UTILITY PLAN A 0 N M L K J H G 'J E D C B 0L :09� sj, ST � -11 9. INL s, S ,` BMP 3 R - - % ; STR -2 1 ET F� RCP _ s _0.41 / �v, STR -1 END SECT1g1�' TM yyt / 4 RCP a - 0.46 ° / 3 � t 4�/' sP -o. 6% R -12 - INLET "`'' '" -'•. [ 2 OF 18 X11 ` -ty,,,,, ; %.w., ,,,,. ,f•, yr, ,.. - I`/� 's: 'ys,''4 6' ,,•, �� "'s, CA / i s R- It4T t4 -sommom gas= -alommml-- MENEM MONSOON c 2 _0 42% STM >yy�'; E sy yC S',,� yi .`,� � , a,,•i � y,,4 A H. Z E -D.45% $TN: G i HDP�,,, .. :. oF- o STM ° �� � STM TR-4 - STO M M.r: HALF /W R -5 I LE I I ` S is 9 � si /,,,ir fir.• q � 4L V , ,w, ' '/ ss doll ZZ7 11 J>1 £ �Ly = ST - - TORM C. i I N I � LL- AV ' j/ G ; j�, RCP / T VKM ,,, , -0.41% / ti ,,,.,,,,,,,,,, : 's s ,1 � , ice' > ,i r„ •.,i % /Gi ",, % ji% „�,,, 1//1,� �% STM ST , 's ', ,:'rr,: I Vii, ',' `•./ / '�•, /� /''' , /'' // � v '<.''v y , R -9 IN ET > s r n s �y > STR -8 INL / � om fit'•: /.•' i/t .y . 1 O / 855. 845. 840. 835. 830. 825. 13 - INLET' °4zy o'`,�, OA •''rq '` ,''ss4'' i 0� •14 NLE i' �t�" \ � "`iii' / /'y�sy� '•/ `�� // 2 :s / > / , NORTH STORM PLAN iG SCALE: 1" = 50' EXISTING LEGEND b� • SPOT ELEVATION (TOP OF CURB) wv WATER VALVE b SPOT ELEVATION FIRE HYDRANT 831 CONTOUR ,. DECIDUOUS TREE 0=0 AREA LIGHT 1 bN EVERGREEN TREE D AREA LIGHT 2 BUSH rcb 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 p CONCRETE BUMPER z UNDERGROUND GAS ® DRAINAGE MANHOLE OHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET uGr UNDERGROUND TELEPHONE ROUND INLET (24" TYPICAL) uGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM CLEAN OUT SAN UNDERGROUND SANITARY a PIPE BOLLARD - cn 0 a�ZUU —w w— WATER LINE w� FLAG POLE /941Y, 4 ,., ... rii %yam•, i PROFILE VIEW: STORM 1 STORM PLAN AND PROFILE SCALE HORIZONTAL: 1" = 50' SCALE VERTICAL: 1" = 5' 15.0 OUT ELEV = 839.30 0.0 5.0 MCI li 5.0 PROJECT: DWG: PLOTTED BY: DATE: HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING GAYS BEFORE YOU DIG 1- 800 - 382 -5544 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 BEFORE COMMENCING WORK. 0 h+l 0 I� F— W `'Z o Z ° <O ao M M �l 04 C14 F— W c� c CD 0 U) Y ti N z w F— LO Ld W 0 cn W ME co co W 0 w z� ~ U � .• ~ Z 0 w Q �¢- a. U E— LL W 0- w O ton V .- I• s ©*, W war%�� C kw Z�co f cor a .. LLB s 2 O on � Q Q tn L H / //, , m , >I U o w w U) w w in F- a 0 �o W � cT !Q >- C6 o B w DRAWING N0. SHEET 6 OF 9 TITLE: STORM PLAN AND PROFIL A O� W U w J zD � � Z � OQ rni U w > > < U) z O W D Q E J N :5; C) � oOQW - cn 0 a�ZUU w� F� o or o0 oQ v 0-5 o w w U) w w in F- a 0 �o W � cT !Q >- C6 o B w DRAWING N0. SHEET 6 OF 9 TITLE: STORM PLAN AND PROFIL A 0 N M I K J r 1. CF F E D C B A I I I I NORTH STORM PLAN /*�j, SCALE: 1" = 50' STORM PLAN NORTH , SCALE: 1" = 50' STORM PLAN AND PROFILE SCALE HORIZONTAL: 1" = 50' SCALE VERTICAL: 1" = 5' STORM PLAN SCALE: 1" = 50' NORTH N . . �o PROFI LE VIEW: STORM 4 en 0000 0 11 o n n > 850.0— a m Go fn J J p W W *r.,,,,,,,,. m n ZZ 0 �u 4~ >> > 834.10 845.0 1 1 845.0 ' ' ! 21 I= 1 1 835.0 835.0 12' ,-OF ....,1 HDPE -0,83% 825.0-1---1-825.0 820.0 820.0 0 +00 +12 PROFILE VIEW: STORM 5 PROJECT: DWG: PLOTTED BY: DATE: HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 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 BEFORE COMMENCING WORK. 0 E-y W I� 0 I� H EXISTING LEGEND b� ���, wv SPOT ELEVATION (TOP OF CURB) WATER VALVE b c? Lo oW ��w ���0w O� (0 SPOT ELEVATION LLj z FIRE HYDRANT 831 CONTOUR r DECIDUOUS TREE C7==a AREA LIGHT 1 6" EVERGREEN TREE 0: C AREA LIGHT 2 Q BUSH `T)j UTILITY POLE X FENCE F-- GUY ANCHOR SIGN Ji TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE ID TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE 0 TRANSFORMER ® TELEPHONE FO UNDERGROUND FIBER OPTICS Ow CONCRETE BUMPER G UNDERGROUND GAS ® DRAINAGE MANHOLE OHU OVERHEAD UTILITIES Q SANITARY MANHOLE OHE OVERHEAD ELECTRIC E CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM � CLEAN OUT SAN UNDERGROUND SANITARY o PIPE BOLLARD -W W— WATER LINE FLAG POLE NORTH N . . �o PROFI LE VIEW: STORM 4 en 0000 0 11 o n n > 850.0— a m Go fn J J p W W *r.,,,,,,,,. m n ZZ 0 �u 4~ >> > 834.10 845.0 1 1 845.0 ' ' ! 21 I= 1 1 835.0 835.0 12' ,-OF ....,1 HDPE -0,83% 825.0-1---1-825.0 820.0 820.0 0 +00 +12 PROFILE VIEW: STORM 5 PROJECT: DWG: PLOTTED BY: DATE: HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 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 BEFORE COMMENCING WORK. 0 E-y W I� 0 I� H H � le / //yf// % / i // ,_. i /// jj / /' W L.L U � L W r- z ° z J N N U) o ° c? Lo oW ��w ���0w O� M co W LLj z m z U U a: .. U z 3 z w 0 w < Q � I- � K W U I— U- W W U) L V O F zco � Z Z �� to ° O co V s Cry UJ o Q ° Z f EO9 H O Ow < to H � le / //yf// % / i // ,_. i /// jj / /' W L.L U 0 w U j � W W U 0 o W>! � �>- cb Q� DRAWING NO. SHEET 6 OF 9 A n TITLE: STORM PLAN AND PROFIL A O� W U w � zD F � � Z OQ o U >> < U) z o W D p Q J E tM- � W � 000aw - cn a�ZUU o� o0 00 0 w U j � W W U 0 o W>! � �>- cb Q� DRAWING NO. SHEET 6 OF 9 A n TITLE: STORM PLAN AND PROFIL A 0�1- N m L K i H 0 G F E D C B A I7 EROSION CONTROL NOTES 1. SEE SHEET'S) "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. I ALL CONSTRUCTION WITHIN STATE ROAD RIGHT -OF -WAY SHALL CONFORM WITH THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. S. MAXIMUM LAWN SLOPE IS 3:1. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE 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, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 7. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE a O C7 H W a O a x H a EXISTING LEGEND b~ ���, °�' Wv SPOT ELEVATION (TOP OF CURB) WATER VALVE b ��, ° SPOT ELEVATION _ w o o 0 co cn n FIRE HYDRANT 831 CONTOUR r DECIDUOUS TREE C3=0 AREA LIGHT 1 6" EVERGREEN TREE 0=0=0 AREA LIGHT 2 O BUSH COL) UTILITY POLE X FENCE E— GUY ANCHOR --v- SIGN 0i TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE 10 TELEPHONE RISER TRAFFIC SIGNAL MANHOLE 91 TRANSFORMER ® TELEPHONE FO UNDERGROUND FIBER OPTICS CONCRETE BUMPER G UNDERGROUND GAS f DRAINAGE MANHOLE OHU OVERHEAD UTILITIES Q SANITARY MANHOLE OHE OVERHEAD ELECTRIC o CURB INLET UGT UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGE UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) STM UNDERGROUND STORM 15 CLEAN OUT SAN UNDERGROUND SANITARY o PIPE BOLLARD -W W — WATER LINE d FLAG POLE SITE EROSION CONTROL LEGEND 00 0 SF EROSION CONTROL FENCE RIPRAP W W W W PERMANENT SEEDING CONSTRUCTION ENTRANCE © INLET PROTECTION EROSION CONTROL NOTES 1. SEE SHEET'S) "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. I ALL CONSTRUCTION WITHIN STATE ROAD RIGHT -OF -WAY SHALL CONFORM WITH THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. S. MAXIMUM LAWN SLOPE IS 3:1. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE 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, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 7. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE a O C7 H W a O a x H a L i H y/ ;,/V o. i 5 V. ■ . • cl w W U w r- z ° z D z N N ��co _ w o o 0 co cn n C� 11 ti N z LU .. Q N- ' � > M M ° m " W iii z m z U U Z 1�— 13- C O w Q W w F- F¢- L U H— U- W (n 0 V man r a Vm Im ca CO C co p r ■■r r p • ELI I L1J p 0 O4d, p O W f c U) U) o� 0 � o L i H y/ ;,/V o. i 5 V. ■ . • cl w W U o w U j c w W cc D � F_ U 0 CD Q CO a� B PER INDIANA STATE LAW IC8-1 -26. DRAWING NO. SHEET 5 OF IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6nn PROJECT: F. \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: DWG: C600 SITE EROSION CONTROL PLAN.dwg SITE EROSION CONTROL PLAN PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 1006 11:43:54 AM A -- - --- >= z � � U � W D F Q O O > p O W D Q U) U) E ry � IIaaaaaaaaa, c=WW 0 w�OQW - � a UU a� m �z y ~� W cm 4 O o� m o0 00 0 o w U j c w W cc D � F_ U 0 CD Q CO a� B PER INDIANA STATE LAW IC8-1 -26. DRAWING NO. SHEET 5 OF IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6nn PROJECT: F. \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: DWG: C600 SITE EROSION CONTROL PLAN.dwg SITE EROSION CONTROL PLAN PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 1006 11:43:54 AM A -- - --- I N M L K i H G F E D C B A R u n II II II II SILT FENCE, SEE DETAIL C206 FOR ADDITIONAL INFORMATION. KEEP SILT FENCE IN PLACE UNTIL GRASS IS WELL ESTABLISHED. s' -o° 3' -011 � EROSION CONTROL BLANKET NORTH AMERICAN GREEN 5150 68-0" OR EQUAL. FOR SECURING THE BLANKET USE A STAPLE PATTERN OF 3.5 STAPLES PER SQ. YD. EROSION CONTROL @END SECTION INLETS FLOW_ SIGN TO INDICATE THE LOCATION OF THE CONC. WASHOUT AREA BERM AROUND PERIMETER �Z., 12 MIN GROUND SURFACE 2' -0" MIN — — — — COMPACTED EMBANKMENT —' — — — MATERIAL TYP. 15'x15' MIN OR 3:1 OR FLATTER SIDE SLOPES AS REQUIRED TO CONTAIN WASTE CONC. NOTES: t. CONC. WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY._ PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE,: AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONC. WASHOUT AREA TO OPERATORS OF CONC. TRUCKS AND PUMP RIGS. 3. THE CONC. WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONC.. 4. AT THE END OF CONSTRUCTION, ALL CONC. SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. S. WHEN THE CONC. WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONC. WASHOUT DETAIL STANDARD NOTE: * Please see accompanied Aqua -Swirl specification notes. 1. System shall be designed for the following capacities: * See Site Plan for actual system orientation. Peak Treatment Flow: 8.6 cis Manhole Frame and Sediment Storage: 90 ft3 Oil /Debris Storage: 540 gal. 0933/811 Pipe coupling Cover by Manufacturer. by Contractor. (See Details) ].2 " long Stub -out by Manufacturer. Varies Inlet Outlet 36" OD Max 11411 Reinforced to Top - 102" 116" _ Arched Baffles Swirl Inlet/ 110ef Vent - 0 Outlet soil �'•�C ,caete• ' rent se Plate 0 •soil . . . . . 70 OV corrQte Rim elevations to match Finished grade. HDPE risers can be field 3211 OD cut by Contractor. Grade (Rim) — Riser —Vent Arched Baffles 68" •i.61K WAILM INLAIMLNI YI,.ILUIIU Nl. Phone (888) 344 -9044 www.aquashieldinc.com L 1211 ravt� aecx"u rave' uacxn P1a[e small amount of 5a i on /- \-A n I I tort�ete to support and level manhole frame. DO I NOT allow manhole frame to rest upon HDPE nser. Document: AS-7 STD Manhole Frame & Cover Detail I (- Drawn By: JTD For Non - Traffic Areas Only -TO- ATC- TI.<ATMCNT fOLllT10Ni i Scale: 1 :20 NTS o�� �riV°4 �k3tt;il Date:, 04/18/06 Phone (888) 3^4 -90 44 fax (42.3) 826-2112 wvw. [U.S. Patent No. 6524473 and other Patent Pendin g Aqua-Swirl Concentrator 1 AS-7 CFD Standard Detail BMP OPTION AQUA SWIRL AS -7 ftr' — V flFtTEC HS SYSTEW INSTALLED LU �- IN A BYPASS CONFIGURATION ION O REQUIRE AN UPSTRE t,A ��ca Q r,- �— Z CV 0: M1SION STRUMRE 114AT SI`AdAtiit LZ Of SHALL BE L TAIL) -D BY THE ° m W W - Z CONSULTING ENGINEER VWTH CTi 13WW IUD# N SEAL w Ir i.L°11A't OV AND WEIR WIDTH J W o a / Cis CONORM T'i'p' DATA I?H171VIDED BY C 4 3NTF -C { ' 0 i� ra �• ��1� 'y (���, ��ry.� � ray py��{� S. 7 ORU WA f LIT. SCLI 7 G1f17S- !Y - . Y - i > - y � a . - - - + 4 .................. ..t rcy,,y /y s Z I Boa ..,...... ... fi ' 2 Cc q a Ord s � Lij ELI s ' IN Q y � 6 Q ' �CI�'R r ORFCE �o C y Qw > ,O C) r / r 1 C:) O W CUTLET MAY 'Ii` ". Q E U) 'SEE NOTE g A k .�� Al - - - -- U) =W w wH�l— . 4 J 1.1%-ET VARIES, SEE NOTES €I ill 91 s / y . MILET P P IE MUST M A CORNS INLET SEALAW :., WFLE WA:.t.°--'% FLOW CONTROL MALL TO INTFIODUC;F. FLOW TANCENT€4 Y j woOQW "Tf3 THE GWIRL CHEER. - C/) � PLAN VIEW B B a� CON CRETE .RUNFORCED FOR RIM lit H LOADING ELEVATION$ TO ll�kTCH .F.W+:•HED:,GWE J - i {k +. •¢ .. J ZERS BY V J t LEI S 6 ' f Y ♦ L .............. .............: TOP AND SID= s..../ MA LED TO VAVLT �. 1. BUTYL 'ICI f2 Ri BER MD SEAI..�AI�i ....... C R.F _.......... . TYP {Yi FCE lNLET..INVI;R 1., TIC t ' T-0* TYP TYP - TYP ....... ..... _ - .... � f y C 4, "',�,/'• t.A ✓�`� � � ,. / _ (-� - - r a/ S -� .L/ in �,p. /' G /-' `) � / �..a . Y1@. COMPACTED artAve , SECTION A - A is �"C NIATR TRI ATMENT ~ TF.T,eI [SWTS) SHALL HAVE,, T. S%WS ,it HAVE NOt4TE1RW.COMP0NENWTMT �t�T AAA< I�J�sI�F PEAK TREATMENT CAPACITY: iI CFS HESS SMUENT STORAGE: 4 CU YD 8. INLET PF MIST BE PEMW-NDICULAR TO TIC STRUCTURE SMI&LUT CfMGER DA., Ir MIN 9. PIPE OFUEN'TN-1 i N MAY VARY; K E SITE PIA FOR SIZE, AND LOCATION 2. rS SAALL BE Gt NT&NEA N ONE RECrAi' STRUMRE 10, P R04:ASER $ ALL NOT BE RESPOMiSLE FOR ASSEAMLY CF IUN-T 3, SWr'S FOAL EffIC ENCY SWL BE 0=1MENTED FO.SED ON PAR7,CLE WE If ?+ENE = T lI $ #NCB ' IAT C ER$ SOPPL ICO Ind 'I`H S1'Y'SIT-M, Nor 4. SWTS SKALL RETA?;'+i FLOATAB;LES AND TRAPPED $1111 : MMT UP TG MD IMTAU ED INCLUD NG PEAK TREAAT'YZW CAP, -TY i2. PURCHAS ER TO PREPASE EXCAVATION AND PROV DE CRANE FOR OFF- LOADING A S. SW17 8 [+t1/ERTS : N Al M OUT ARE TYPICALLY AT THE ELEVATION SETT UG AT T1 E OF Dt~I.VERY S. SWTS &VkLL NUT SE COW PROM SL;o BY ErFECTS OF i30`r WJ'r1rW;AM TA I.,3Pl?AITA 113: VWrMf13 SYSTEM aY C I'ECt4 STORMWATLIR SOWT:IONS, POWLAND. OR ( may. SWOOROtrOK. ME 77 ) 007-0616' . UM M4, LO PROPRIETARY INFORMATION - NOT TO BE USED FOR CONSTRUCTION PURPOSES T: VW to 4 for tv paposs of > frly $mss ant eq+`p1wa is bokoiahw by CONTS-04 w4 may on y I a t jo car omw r $4ppWdod ter C;C�iTiF;�I 5'f+;irr�x�r >tr1. Ti3� � <�r�rtrp�tz�r,, t � � t'�;C�i Srrr�a�a�r �,�r,4;st;�r� , �Q �s�r V�sc �3?st+r>n• 'i't+u�trri�t � t#r�et �r�1 �w�k n�arrr, rraxye4r # >> t nor Pow` me 10 any }mot t 11h. CAIN f Irs +wrtt> Pt r �� t`4T€CI 5u UtOlg b0 sd%ed 1hW"d t** rill . III �,. �I STANDARD DETAIL 'l ` 5 19s''oug"'"s STCRMWATER TREATMENT SYSTEM �'�ATER VORTECNS�* MODEL 700 SOLUTIONS.. u.s. PATE14T W, 6,7R,415 t n t rtrt++� r.c�sn DAM v&m > AtLE NONE FILE NAME,. ST07k I mA'!'Yw' CII 97F D: NW SANDBAG CURB INLET SEDIMENT BARRIER SEDIMENT CONTROL FENCE 1.. �:. .fi.. -� Isturbed il : -, I. Y 42" Gravel Backfill :y ,i PUBLIC ROAD r 50' (N) ell eA ' /,j -„i i .3, �% " 5i ✓ '' of �% z / i% r / :i y !. ..i .i F 1 6" (MIN) { / 12' (MIN) 2"-3" COARSE -y AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL_ DANDY BAG 0 II BY MIRAFI 1- 888 - 795 -0808 Installation and It Guidelines lnetallation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillov in unit Stand the grate on en p lifti straps out of the Ray and place the grate into th Dandy Bag II so that the grate is beloA the top and above the lover straps. Holding the lifting devices, insert the grate into the inlet Liaintenance: Remove all accumulated sediment an debris from vicinity of unit after each stoma even Alter each storm event and at regular intervals, I into the Dandy Bag H. If the containment area more than 1/3 toll of sediment, the unit must bE emptied. To empty unit, lift the unit out of the using the lifting straps and remove the gyrate. If using optional oil absorbents; replace absorbent R1 near saturation. INLET SEDIMENT BARRIER DANDY BAG ®11 ;TRAPS DANDY BAG ®11 STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS 0 W 0 L K J H �/. , y /// LLI LJL �4 4 %/ I— y ,'y5 5 / `I Of ,i W I' U LU �- z ° O >-, N ��ca Q r,- �— Z CV U ti (V Lo L6 LZ Of Q � M M ° m W W - Z z O Q a- w Li z J X¢ C O J W o a IW— IJL W a- Cn � U 0 i� ra w - s Zw Qi co . .,,16 o s Z I Boa - LLI ' 2 Cc q a Ord s � Lij ELI s M00341 0 an �o o Q y � 6 Q ' -. - - - f f r LL1 �o C * Qw > ,O L K J H �/. , y /// LLI LJL �4 4 %/ I— y ,'y5 5 / `I Of ,i W I' U o C 1= Iw U j Cn W W OY D >- H U IC] � o LIJ co >- Cb Uj DRAWING NO. SHEET 6 OF PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: DWG: C601 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: KEVIN J. ROBERTS SITE EROSION CONTROL DETAILS DATE: Thursday, August 17, 2006 11:43:12 AM A J O >-, Q w U 0 w 0 F Z 0 zU LL1 W 0 > > C) U) C:) O W D Q E U) U) 0 U) =W W w wH�l— iii 3�: Li j woOQW - C/) � a� ZUU � w� Q e m ~ w C4 Fmo D M�m ��Y pOr o C 1= Iw U j Cn W W OY D >- H U IC] � o LIJ co >- Cb Uj DRAWING NO. SHEET 6 OF PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: DWG: C601 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: KEVIN J. ROBERTS SITE EROSION CONTROL DETAILS DATE: Thursday, August 17, 2006 11:43:12 AM A V N M L K V 19 [0 F E D C 11111 A 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. Mm132 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. CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL P FNI-XCTICES- NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE, STORM WATER POLLUTION & PREVENTION NOTES: . (A) All storm water qualify measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. ' (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). CONS TRUC TION/S TOR MWA TER POLLUTION PLAN INDEXASSESSMENT OF CONSTRUCTION PLAN ELEMENTS Al Plan index is shown on the cover sheet. A2 11 x 17 inch plat will be forwarded under separate cover. A3 This project consists of construction of an office building. A4 The project location map is located on the cover sheet. A5 A part of the Northwest Quarter of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana. Latitude: 39058'N, Longitude: - 86 °8'40 "W. A6 Location of lot and proposed site improvements is shown on sheet 4. A7 Hydrologic unit code: 05120201090040 A8 There are no State or Federal Water quality permits required. A9 Points of storm water discharge are shown on Sheets C400. A10 There are no wetlands, lakes, and water courses on or adjacent to this site. All The receiving water for this site is Carmel Creek. Al2 The site will drain to two outlets on the south side of the property. A13 This site does not lie in a flood hazard zone area, according to flood insurance rate map No. 18057CO209F, DATED FEB. 19, 2003 A14 10 year Pre - Construction Estimate of Peak Discharge = 6.5 cfs 10 year Post Construction Estimate of Peak Discharge = 42 cfs A15 The adjacent landuse is all commercial. A16 The location and dimensions of the land disturbance activity are shown on sheet C200. A17 Existing vegetative cover is shown on sheet C100. A18 The soils map is shown on this sheet. A19 Storm water system location is shown on sheet C400. A20 Offsite storm sewer plans are shown on sheet C400. A21 There are no proposed soil stockpiles, borrow or disposal areas on site. A22 Existing site topography is shown on sheet C100. A23 Final topography is shown on sheet C300. Assessment of Stormwater Pollution Prevention Plan - Construction Component B1 Potential pollutant sources include exposed soils and leaking vehicles and equipment. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on sheet C600. B2 Sequence describing stormwater quality measure implementation relative to land disturbing activities. 1. Notify IDEM and the City of Carmel Engineering Department 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 and Carmel Utilities at 317- 571 -2648 to check the location of any existing utilities. They should be notified two working days before construction takes place. S. Install perimeter BMPs along south and east property line. 6. After demolition, install construction entrance and remaining perimeter BMPs. 7. Start building construction. Temporary seed all disturbed areas. 8. After completion of mass grading, install sanitary and storm sewers and Aqua- Swirl. 9. Install inlet protection as storm inlets are completed. 10. Complete parking lot, roadway and curbs. 11. Temporary seed all disturbed areas. 12. Complete building, landscape and final seeding. 13. Inspect erosion control measures weekly or following a storm event. 14. Rule 5 requires that all disturbed areas that will potentially be idle for 15 days or more be stabilized (seeded, mulched, etc.) immediately. 15. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. 16. B3 The proposed location of the construction entrance is shown on sheet C600. The detail is located on sheet C601. B4 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on sheet C601. B5 N/A B6 Storm sewer inlet protection measure locations and specifications are shown on sheet C600. B7 N/A B8 N/A B9 N/A B10 Stormwater quality measures are shown on sheet C601. Bll Temporary Seeding will be used for temporary surface stabilization. See seasonal soil protection chart on this sheet. B12 Landscaping and permanent seeding will be used for permanent surface stabilization. See seasonal soil protection chart on this sheet for seed application. 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 =o 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 OR 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. S. Coordinate and monitor cleanup until complete. 6. Cooperate with the IDEM -OER on procedures and reports involved with the event. B14 Maintenance guidelines are shown on sheet 7. B15 N/A Stormwater Pollution Prevention Plan - Post Construction Comi)onent. Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater filtration system will be installed at the south inlet. C3 An Aqua -Swirl will be installed at the southwest corner of the property to remove pollutants from stormwater. C4 Location of Aqua -Swirl is shown on sheet C400. Specifications for the Aqua -Swirl are shown on sheet 8 and a detail is shown on sheet 9. CS Owner shall maintain the Aqua -Swirl per manufacturer ?s maintenance guidelines. AquaShield ?, Inc. recommends that for the first year of operation, quarterly inspection of the Stormwater Treatment Systems be performed in order to develop an appropriate schedule of maintenance. SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING OU A - EM D SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING x HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID /I/-► UNDERMINING DURING CLEANOUT OQ EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING W DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT F_ YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT > DORMANT SEEDING B PRIOR TO CLEANNING AND GRADING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES C:) z o NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY B Z BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON). N Q STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH 0104 MUNOZ, 0_100114? 111 711 C) a E-� _C� '-� U., U L U o Q_ TEMPORARY SEEDING ° ° ti M 111 z 1 C E rr uJ rn :�E =) z U w 0 a_ x llllll lI l lI D cn IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. LU INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS 11HEN 50% FULL; SODDING F XX TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS t11111111 I1/////// / X TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP x INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). MULCHING G AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FOACE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING 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. PERMANENT SEEDING 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. AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR 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 STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED G = STRAW MULCH 2 TONS /ACRE x /I/ x = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER XX =IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED 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. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; � � ° STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING ° Y z0 TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALA MUD AND ao SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY OU INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION D SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT OQ EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING W DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT F_ YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT > TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES C:) z o NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY O Z BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON). N Q STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT C) a E-� _C� '-� U., U L U o Q_ FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT ° ° ti M 111 z 1 N M x 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY rr uJ rn :�E =) z U w 0 a_ LL m z LJJ Q MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) K cn IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. LU INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS 11HEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FOACE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED PROJECT: F: \1006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS DWG: C602 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11:41:00 AM N M 0 V ' er .. ' co CO / o t� Z uO Z WC5 o I �� oCO L f � ar, co sift .. W 30� od p y^� ^� Z Ina ,°0 -A! "o ilX / oo 5ol UJ 4. / k W U Cn J 1 Q -- O ca Q m � � ° _J < _J c Q ° � ° Y z0 °° Zz o ao 0 cv OU 00 D U 0 OQ L F_ z I U w W zo F_ > > C) U) C:) z o E--+ O Z N N Q U13 cn ~ C) a E-� _C� '-� U., U L U o Q_ "' O t-- U Q z 0U ° ° ti M 111 z 1 N M x _� Z w O .. �--� rr uJ rn :�E =) z U w 0 a_ LL m z LJJ Q K cn a�ZUU � LU W 0 V ' er .. ' co CO / o t� Z uO Z WC5 o I �� oCO L f � ar, co sift .. W 30� od p y^� ^� Z Ina ,°0 -A! "o ilX / oo 5ol UJ 4. / k W U Cn J 1 Q -- O ca Q m � � ° _J < _J c Q ° � ° Y z0 °° Zz o ao 0 cv OU 00 D U 0 OQ F_ z I U w W 0 F_ > > C) U) C:) z o 0 �j2wW woOQw cn a�ZUU ° 1 Q -- Z w o ca Q m � � ° _J < _J c Q ° � ° Y z0 °° Zz o ao 0 cv OU 00 U U -5 0 rL � w U j w W CD H U DRAWING NO. SHEET 7 OF 9 C6 M11111111111111 o TITLE: SITE EROSION CONTROL DETAILS J H G F E D C B A 0 N L 2 J I G F E D C B A CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY, NOVEMBER 2 2005 z W N I � Q W GENERAL MUTES 1) GENERAL 4) ASPHALT PAVEMENT O U A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING /DELIVERY, SPREADING, FINISHING, 1. A) GENERAL REFER TO THE INDIANA DEPAR14ENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MA'ERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW COMPACTION AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL ONE OR MORE COURSES OF BASE, U FOR VARIOUS ITEMS ARE TO CLkRIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. INTERMEDIATE, OR SURFACE HOT MIX ASPHALT MIXTURES WITHIN EXISTING OR PROPOSED RIGHT -OF -WAY FOR ROADWAYS, AUXILIARY LANES AND ASPHALT MULTI -USE PATHS. 1) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE INTERMEDIATE OR SURFACE HO T MIX ASPHALT PLEASE NOTE THAT OTHER SEC'IONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE (HMA) MIXTURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. APPLICABLE. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY Y RESULT IN NON- ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED II) HMA BASE, INTERMEDIATE OR SURFACE MIXTURES SHALL L BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO • CONTRACTORS SHALL CHECK WITI ENGINEER PRIOR TO START OF CONSTRUCTION TO IN THIS POLICY. THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA III) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 401.03 OF THE APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES SUBMITTED DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, STANDARD SPECIFICATIONS. ON THE CONTRACT. OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE IV) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING /TRANSPORTATION LAYDOWN 3• CONTRACTORS SHALL CONTACT A.L. UTILITY COMPANIES TO LOCATE ALL MAINS, COMPACTION AND MISCELLANEOUS /ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 4n9 OF THE STA CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STANDARD HIGHER STANDARDS SHALL APPLY. SPECIFICATIONS. STRUCTURES ARE SHOWN HERE II ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION W D AND PROTECTION OF UTILITY STUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS V) INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS FOR THE ENTIRE DURING CONSTRUCTION (IN COOPEKTION WITH APPLICABLE UTILITY), IS THE EXPRESSED POLICY, THE HIGHER STANDARDS SHALL APPLY. AREA TO BE PAVED MUST BE COMPLETED IN THE SAME PAVING SEASON. RESPONSIBILITY OF THE CONTRAC,OR IN THE PERFORMANCE OF THE CONTRACT AND IN = LJJ PREPARATION OF THE BID. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER VI) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING: F__ STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED 4- BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. (1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALI BE LEFT AS NEARLY VERTICAL AS THE NATURE OF THE MATERIAL SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. WILL PERMIT AND NOT WIDER THAN THE OUTSIDE LIMITS OF THE WIDENING SECTION. 5- FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM M CUT AREAS, BORROW PITS OR (2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO A CLEAN EDGE. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN 1) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR (3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE WITH THIS POLICY. 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 AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. (4) WIDENING MIXTURES SHALL COMPLY WITH THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION PAVED AREAS, FLOOR SLABS ANO FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 11) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY DOCUMENTS. 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 HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION (5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05 OF THE STANDARD SPECIFICATIONS. COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT LIFT. OF THE WORK. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. B) PREPARATION 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. 1) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE - CONSTRUCTION STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 3D(III) OF THIS POLICY MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS CLEARING AND GRUBBING REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. COMMENCE. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. 1. II) ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING HMA MIXTURES. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, RUBBISH, 2) FOUNDATION HI) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMENTS IV) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD AND /OR AS DESIGNATED BY "'CONSTRUCTION LIMITS ". A) GENERAL SPECIFICATIONS. 2• ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL 1) THIS WORK SHALL CONSIST OF THE CONSTRUCTION /PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD V) CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE WITH AREA(S) OFF OF THE PROJECT SITE; NO "BURY PITS" SHALL BE USED FOR ONSITE DISPOSAL. SPECIFICATIONS. SECTION 406 OF THE STANDARD SPECIFICATIONS. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL FIRE B) EXCAVATION AND EMBANKMENT 3• VI) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME MARSHAL. 1) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 101.03 AND OF PLACEMENT. VII) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE REQUIREMENTS OF SECTION 409.03(A) OF TREE REMOVAL AND PROTECTION 201.04 OF THE STANDARD SPECIFICATIONS. THE STANDARD SPECIFICATIONS. 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE C) WEATHER AND SEASONAL LIMITATIONS OCCUPIED BY ROAD AND SURFACED AREAS. SLOPE STAKES. 2. I) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER. II) EXCAVATIONS IT IS TO BE PLACED IS 45 °F (7 °C) OR ABOVE. 3. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL BE NO PROVISION FOR LOW TEMPERATURE COMPACTION WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION IS OR WILL BE FATAL TO SUCH ADJACENT TREES. SECTION 203 OF THE STANDARD SPECIFICATIONS. ALLOWED BY SECTION 402.16 OF THE STANDARD SPECIFICATIONS. 4• II) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE EVENT CUT OR SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. III) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURE BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. 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. III) EMBANKMENTS IV) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HMA MIXTURES IS THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR PROTECTION (I) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. PLACED AND DETERMINED TO BE AN APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA 5- COURSES WILL BE ALLOWED UP TO DECEMBER IS, PROVIDED THAT THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO ALL COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES 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 (2) SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR ARE BROKEN SHALL BE NEATLY TRIMMED ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. AND SCARS SHALL BE COVERED WITH TREE PAINT. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL V) IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C I () OF THIS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO POLICY BETWEEN APRIL I AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACED ON AN APPROVED FOUNDATION EMBANKMENT OPERATIONS. PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION STRIPPING OF T (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES Si•9ALL BE INSPECTOR. LEVELED AND THE UPPER 6- INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. VI) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL P AVING OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT 1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. PREVAILING WEATHER CONDITIONS AND /OR THE CONDITION OF THE SUBGRADE AND /OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD HMA PLACEMENT SPREADING AND FINISHING. 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. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL 3E IN D) SPREADING AND FINISHING ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. Z. TOPSOIL SHALL BE KEPT SEPARAT_D FROM SUITABLE FILL MATERIALS AND SHALL NOT BE C) SOIL SUBGRADES I) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA COURSE BY MEANS OF LAY DOWN USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL AREAS. EQUIPMENT IN ACCORDANCE WITH SECTION 409.03([) OF THE STANDARD SPECIFICATIONS. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH 1) SUB GRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B ) OF THIS POLICY AND 3. II) SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED. CORRECTIVE ACTION SHALL BE CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. ONLY THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UND R THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE REMOVED IF DIRECTED. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. S CARMEL TRENCH BACKFILLING SPECIFICATIONS. 4• II) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES. HI) ALL AREAS SHOW ING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED AND REPLACED. PAVEMENT CON S III) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 107.04 OF IV) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN ANY WAY DEFECTIVE SHALL BE 1• REMOVED AND REPLACED. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION , THE STANDARD SPECIFICATIONS. SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, E) JOINTS PAVEMENT , CURBS AND WALKS. IV) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOF ROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE 1) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS. A. PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING OPERATIONS TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. COMMENCE. F) COMPACTION B. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402. V) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD 1) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(D) of THE STANDARD OF 14 CALENDAR DAYS PRIOR TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING STONE, SHALL BE SUBJECT SPECIFICATIONS IMMEDIATELY AFTER THE MIXTURE HAS BEEN SPREAD AND FINISHED. C. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE. WITH INDOT SECTION 108. D) EXISTING PAVEMENT II) ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING. CONCRETE CURB AND WALKS 5) INSPECTIONS 1) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WITH SECTION 306.021306.038306.058306.07 AND 306.08 OF THE STANDARD 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. SPECIFICATIONS. A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL 2• CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO II) LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE STRENGTH WITH SECTION 304.02, 304.031 304.05 OR 305 OF THE STANDARD SPECIFICATIONS. OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. A -185. HI) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE CLEANED OF ALL MATERIAL, DEBRIS AND DUST RESULTING FROM SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. THE OPERATION. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48HOURS IN ADVANCE OF SUCH 3' IV) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS PROOFROLLS. APPLICATION SHALL BE SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL BE 4 • RESPONSIBLE FOR PAYMENT OF THESE LIQUIDATED DAMAGES. D) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE A. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PWPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN 3) AGGREGATE BASES CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM ACCORDANCE WITH INDOT SECTION 604 AND 605. TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK A) GENERAL SUSPECTED TO BE NON- COMPLIANT OR AS DIRECTED BY THE ENGINEER. B. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC 1) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT THE STANDARD SPECIFICATIONS. THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES SPECIFICATIONS SHALL APPLY. OF ALL COURSES MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS. AND NO II AGGREGATE G REGA TE BASE MATERIALS ER LS SHALL BE IN ACCORDANCE WITH SECTION 301.01 OF THE STANDARD SPECIFICATIONS. SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF INCH (1/2) IN ANY COURSE OR TOTAL THICKNESS FROM C. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. METHODS DESCRIBED IN INDOT SECTION 501.17. HI) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE CURB IV) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND 0- THE WORK SITE IN A MANNER THAT MINIMIZES 5 FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. SEGREGATION AND MOISTURE LOSS. CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE V) AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. D E M U L I T I O N THE APPROVED CONSTRUCTION DOCUMENTS. 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FROM B) TEMPERATURE AND SEASONAL LIMITATIONS 0) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. 1) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. a. BUILDING WALLS. SPECIFICATIONS. b. FOUNDATIONS. H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, II) FROZEN MATERIAL SHALL NOT BE PLACED. THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO c. PAVEMENT (CONCRETE, ASPHALT AND BRICK). CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. III) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH d. CONCRETE SLABS. SECTION 4C(IV) OF THIS POLICY. 1) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT C) PREPARATION TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 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 1) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. 6) ACCEPTANCE ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID II) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST SAVINGS. A) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION 3. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED FOUNDATION PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. DOCUMENTS WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, STRUCTURES, PIPES , D) SPREADING AND FINISHING B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED 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 THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED SLAB. ALL EXISTING BASEMENT WALLS, FOUNDATIONS, FLOOR SLABS, AND ETC. SHALL BE I) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. BONDING REQUIREMENT. REMOVED TO AN ELEV ATION SUCH THAT THEY WILL NOT SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. II) THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. 4• THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF CARMEL, AND ALL OTHER APPLICABLE HI) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO BE EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. THE SUBSEQUENT PAVING COURSES SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED WITH THE ADDITIONAL PROOF ROLLS MAY BE REQUIRED. PROVISIONS OF THE MUNICIPAL CODE OF INDIANAPOLIS, INDIANA. UTILITIES t. ALL WATER LINES FROM CITY OF CARMEL WATER COMPANY MAIN TO ANY LOT SHALL BE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE CITY OF CARMEL WATER COMPANY. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED AREAS. 2. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS OF PAVED AREAS PER CITY OF CARMEL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 3. SANITARYF E/EZ SPECIFICATIONS 1. STANDARDS SPECIFICATIONS OF CLAY TOWNSHIP REGIONAL WASTE DISTRICT, 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. Z• SANITARY SEWER PIPE SHALL BE PVC TYPE 1, CONFORMING TO ASTM D -3034 OR PVC IN ACCORDANCE WITH ASTM D -3034 (S.O.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. S. 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 DISTRICT 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 xFLEXIBLE PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% (xTHE 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 MAXIMUM 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 INCH. 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. THE FLOW CHANNELS FOR THE SANITARY SEWER MANHOLES SHALL BE U- SHAPED WITH THE THE 20. 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) 4888 DIAMETER 60 to DIAMATER 7218 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 OE. 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 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. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED 3. GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. 4• 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. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO 5. 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. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, 6. UNLESS OTHERWISE INDICATED BY PLANS. RIP RAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN DEPTH. 7• 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. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED 8. 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. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. 9. 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. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE 3. 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. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM 4• 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 1/3 CU.FT.). PAYMENT FOR ADDITIONAL STRAW BALES AND RIP RAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT BASIS. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS 5. INSTALLED. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS 6• PREPARED. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY WHEN 7• THERE 15 A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. 8. PARKING LJ S 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 90DAYS 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 $100.00 WILL BE DUE. THIS MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. S. 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 WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. F- LU z ° � o LO 00 O z N N Q r- V- U U) OW � M 0 W Y �- Z F_ n n w Q r` 2 w iii Z:) m Z z ."� C) �_ :3 a. U � W < J aW . W W � . � p � X�w 0 Q �_ 0 - 1 I s � Q iii - l y I ** V4 _- � i 0 Zw �.� ...__..0 %, - *- - W ��^ = - ~w �^ �= a as Z =oto L1- J2 ' a ka Z Q°o 0 �- C ca _- o Cr - s w v ,� Va o CO - n !!� [!:m ,.. Uu 5 m o 0 - Q V1 h I _ - 0 Q,= 1:z�� I W a) - wo (a0a 4) U; 0 ve 0 to N T L K J ,, ,, 4, /// r "'y i /'; j/ �� I /.. , -' �, ;/ . / /1 fi/ t f ' '�/ �/� �"„ f/ r:. 4 '*4h i, , ' %) /� / / '/ f. r. 11 '; y�/ i j , //, ,, I- _///%," % // /� /, / y " %// 'y� ti,/ ,, b i /// ;� /r /r $ j/� I % ° /�� ,/„ , /(", y j % ,/� k r/� ' /' v .,,% ' / /i, , / �. �'' % G � ; - "� . W ,,,� U 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. Iii 15. CALL BEFORE YOU DIG: IUPPS 1- 800 - 382 -5544, 48 HOURS PRIOR TO DIGGING. SUMMARY OF REQUIREMENTS FOR CORE DRiLLING MANHOLES 1. A current certificate of insurance is required to be on file prior to the work starting 2. Before starting to dig check manhole for level. If questionable, plumb -bob manhole, notify General Contractor & CTRWD. 3. The manhole shall be properly supported during the core drilling process. 4. No coring, cutting, or drilling is permitted within six inches (61 of a barrel joint. The hole edge shall be a minimum of six inches (6") from any joint. 5. Any holes cut in the field shall be smoothly and cleanly drilled with a core -drill or in a manner acceptable to CTRWD. The hole shall be wiped clean. Boot shall meet ASTM C -923 specifications. Boot to be for ASTM 3034- SOR -35 pipe. 6. Boot installation shall be flush top to bottom inside manhole. Inside Wedgeband shall be tightened to seventy -five (75) foot - pounds (torque). Retorque after fifteen (15) minutes. 7. tube pipe with approved water dispersible tube at four (4) points very lightly (90 -180- 270 -360 degrees). Insert twisting and pushing pipe to proper depth. Tighten the outside stainless steel clamp to sixty (60) foot - pounds torque. 8. For cored holes, penetrations and /or other opening through a manhole or other sanitary structure, a separation of greater than eighteen (18) inches between the outer edge of resilient connectors is desired. If a separation of less than eighteen (18) inches exists, then additional reinforcement will be required in the structure or the structure diameter shall be enlarged to provide the required separation. 9. Cored holes, penetrations and /or other opening through a manhole or other sanitary structure shall have a minimum separation of eight (8) inches from the outer edge of resilient connectors. PROJECT: F: \2006 \1006 -0101 - Midwest ISO - Carmel - lauth Property Group \ENGINEERING \DRAWINGS DWG: C100 SITE SPECIFICATIONS.dwg PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11:41:01 AM Cn z 0 Q C.) (.) w C/) W H Q o co W2E o I- � ao Q< , 7 00 0 Of w nn w w 1= Q >- U z z W N I � Q W < tt]� c O1. W :z c O U N O O 0 U U --- 5 � U w � Z � z O Q U > F_ U) ry o W D p U) :j J � F-- U) = LJJ w �_ F__ t:_: woOQW a UU z z W N I � Q W < tt]� c W Z Y W :z c O U N O O 0 U U --- 5 0. 1 DRAWING NO. SHEET 8 OF 9 07001 TITLE: SITE SPECIFICATIONS F E D C B A 0 1 M L K J H G F E D c B A 5' 4000 PSI - 6% AIR ENTRAINED CONC. 5' MIN 6' MIN 5' MIN 6' MIN 5' MIN TA » _ _ �:, CTILE TACTILE 6 CURB t • µ CD t s ;� i » s� COMPACTED SUBGRADE TO 90% WARNING WARNING •• •• . �; i ,:£f _ Ln REQUIRED f � .. /, . • . , •. , . .• AGGREGATE MATERIAL APPROVED OF ASTM D 1557 REQUIRED En NOTES: _ • • • ' . ' • BY CONSTRUCTION MANAGER s%' 1. CONC. TO BE SAME AS t f 2' CHAMFER • . • _ s , CONC. USED FOR SIDEWALKS W /8X8 10/10 WWF ... • •• • ' ' ' .011 CONC WALK CONC. PVMT SECTION 5 ' ON SITE 2. AGGREGATE TO BE " . .. • • ' ' ' • ' COMPACTED TO 90% OF t S " • •• • ' '/VA AE ES . MODIFIED PROCTOR (ASTM e 5' STANDARD ACCE S ' ` • ' •• • ' ' D1557) OR AS SPECIFIED BY e 1.5" X11 HMA SURFACE < THE SOILS REPORT 2' 8 HMA B ER PLAN VIEW 1p�_p�� IN 6 5 0' 011 311 7t• S AX 3. CONTRACTOR TO COMPLY 11 0 H,A.C..BASE 5' MIN. 6' RAMP 6 COMPACTED COMPACTED BACK OF CURB - WITH AMERICANS WITH MAX /1 AGGREGATE STONE TO MATCH 7 X53 STONE:: ON 4 2 STONE 12" COMPACTED y g h DISABILITIES ACT REQUIREMENTS y _ _ BO TTO M o F C HAMPER CORNER W HEN CO NS TRU CTIN G F ACILI TI ES PVMT SEC TI O N s / i >; r / Y r 'H � Y y' , fi,• • f ' ! , ,• ry Y, < ,r -.. ,., t / / J r R HANDICAP ACCESSIBILITY � ....... TY � ,. N / '4 r r / ANSVERSE T R , •• ' »,, •'; �� ,''� '. �,�•'. / ;', ,, B EX P EXPANSION ) COLLAR TO SLOPE TRANSVERSE CONTRACTION JOINTS JOINTS ' / �, • w �: J ! �.'. 2) 4000 PSI AIR ENTRAINED CONC W/ - CO MP SUBGRApE .95% ASTM SECTION VIEW WWF 6x6 6/6 (IF EXISTING : SECTION ),:1S GREATER, MATCH EXISTING) (CONSTRUCT TEMPORARY APRON PER SITE PAVEMENT DETAIL, BELOW) HANDICAP RAMP C INLET COLLAR CURB JOINT DETAIL TYPICAL PVMT SECTION WITHIN CITY OF CARMEL PUBLIC R/W 12'-6* f- - V ».;.. ,..».,. ».t ,. » »,..,� ,..... »... ,.,.... ».,; (CONCRETE PAD WIDTH) ............. . /......... _o p s INSIDE ENCLOSURE LENGTH ........,i,. ,,,,, .,y,,,,,,,, »4 » ,,, ,,,,,,,,i,,,,,,,i.. /i ,, „.:.>ri,,,,,,,,,,G,,,,,,,,,,,i - ' VARIES 1” H.A.C. #11 SURFACE PRECAST CONCRETE AGGREGATE MATERIAL " _ 1/8 R 8 ... / y ............... » » » WHEEL STOP APP R 0 V E D B Y C 0 N S T R U C T I 0 N _ '� MANAGER SCORE /1 ..... , , r ; , 4 <, 3 H.A.C. #8 BINDER / f o SLOPE: SEE GRADE PLAN 1" R ,. „ CD Um R .......... .......... / .......... ........ . . /_:D S i R i S r i / »„ W , r R /�/ 5 ■i. i %l r , I to C� /: , r" /•, /', % ../ /�/ !�•"!,/ ,'!1' /,v lour '''iL'l./ ..1/.!L .,t,L.'�J s / • ,/ ss ci t i .J / t „i z :! 3 X53 STO E U �sv / s : Y r % -.r i / / „ „/ / , t t t t , t t W00 i„ FEN r / n / ,,.., ESE E DETAIL NOTES: 1. SEE NC 01 1 ,r C0 J NT DETA L+ FO R: 4 � ,,. 2 S 0 r T NE / r/ r / r s / , t t , t t , t t . s t t t t t , , z ,DEPTH OF CONTRACTION JOINT. t . -- ” COMPACT:: SUBGRADE t `. t t t t t . t t t t t t Z. SEE CONC. WALK SECTION FOR ' TO 90% ASTM D -1557 � LOCATION OF JOINTS. 611,x'`` ACCESSIBLE PARKING SYMBOL J 3. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. 1 o C14 ... 4" O PIPE BOLLARD RYP 9" Z Cj O v GALVANIZED CHAIN LINK FENCE GATE WITH REMOVABLE 'STAY POST" ON ONE LEAF AND CLASP HASP ON THE OTHER, AND MOUNTING HARDWARE (PROVIDE SLATS INTEGRAL WALK & CURB TYPICAL PVMT SECTION- ACROSS FENCING). ON SITE 2" ASPHALT 6" CONC. SLAB GALVANIZED STEEL SIGN 6f1 PVMT THICKENED EDGE W/ FIBER REINFORCEMENT (SEE SPECS.) 1" HAC SURFACE ON 9" HAC BASE DUMPSTER DETAIL 10" PC CONC. t . . ADDITIONAL SIGN REQ'D. / Y. , •ry / , t1 < s AT VAN ACCESSIBLE SPACES ONLY co � y / r - F' VAN .. ....... 1 / n»nw�'�i�in�f�rr���wny'' ACCESSIBLE 5 MIN 6 MIN 5 MIN 6 MIN 5 MIN t s.» ' », »., 0 .., GALVANIZED STEEL POST _ 2 -0 2 -p o o TACTILE TACTILE ° - " WARNING WARNING >-6 CURB REQUIRED REQUIRED `" ° NOTES: s ° 1. ALL FACILITIES FOR THE DISABLED SHALL ;J 3 Z' CHAMFER / o CONFORM WITH THE AMERICANS WITH DISABILITIES o ACT AND ALL REVISIONS. 0 s S t, 2. THE CHARACTERS AND THE BACKGROUND ° MATTE OR t - � CONC. /ASPHALT s OF SIGNS SHALL BE EGGSHELL, , 8' ° OTHER NON -GLARE FINISH. CHARACTERS AND CONC. STRAIGHT CURB PVMT INTERFACE SECTION ;, SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. � 8' VAN ACCESS 5 STANDARD ACCESS LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERRED. PLAN VIEW 24" SLOPES 1/2" TO GUTTER N TOP OF ASPHALT T. USE 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND 6" TYPE "A" ASPHALT, SEE BP TO BE A= MINIMUM OF 70 %. 5' MIN. 6' RAMP 1/2 "R. STD. SPEC. SHEET BP -S -1 SCORE ° - (ASPHALT PAVING SECTION). 12,1 Ln / .. CONC. WAS H 1� / /, +. / r, %/ % , / /.,, , , / , ,yam, »' , %Y /,li,,,rn., /• /i ,i ,,,/ „ j, / ' %,' „ %, 1 / %' , � •'•,. ., /"'• ice" / n 1 „i ,iii / /•, y' , rt P VM T. , 5„ ,./ ,./ /. / „/„ tf /r `�— — �/ AGGREGATE / ,: ,,,• ,. /s � ,.. � .�,,.;, ,,.,�., ,. /�., ,/. SCORE C RE , 7i ' • +• %/ S / - , y � I G, j', 'r 't� /. ii /! i'•, / i� '! %�> /'i ;Y / °yi ,, ;r /% ",', , //�''':,,i /, /ii1 ;r,,:� — y. CONC. FOOTING , COMPACTED _ , / •,;> 11 - / ' SU BGRAD ,. , i C ONC CRACK SEALER 1/8 RADIUS US (DOW) STONE ASPHALTIC EXPANSION JOINT s, AGGREGATE = SECTION VIEW O / w. /TOOLED CONC. EDGE NOTES: s . CONC. / % Y CONC . SL AB CD O 1. CONCRETE T BE S ME .AS CONCRETE CONTRACTION JOINT USED FOR SIDEWALK 10/10 WWF #6 X V-2" LONG REINF. BAR E.W. 2. AGGREGATE TO BE COMPACTED TO 90% MODIFIED PROCTOR ASTM D1557 ,! ,/ ..;r /::r CONC. CRAG :SEALER.. 1/8 RADIUS % � / / �u OR AS SPECIFIED BY THE SOILS REPORT h ' % „/ '•,7" / / ,/ ': /' , Y' J ' i ' / , /, , , y ' , ,. %iii; s /,jirr /,' / , (D 0 W) :i y > by � ,,,, „/ ,, , ;, „� t ,,,i , „�'', , ,, . „/ : , „s � „r ; /,;;;:'� _,. / . „i : ,/; „! <, s % „1' : „/ • %'t „ /,,: , , 3. CONTRACTOR - , ;f TO COMPLY WITH AMERICANS WITH ') / / / /,:/ yi, %%11/ , %r /! / /�,,o, Y ///1/1,.,.h i /H,t / / ".. %H, / S� 1, ,/ 1 ���,,, „•n Q :; /! ,/ DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING �/ r "" "/ /,, r' -::./ 1�::,� > /Jw / ';> ' i - %,' %;; s 1 ' FACILITIES FOR HANDICAP ACCESSIBILITY CRUSHED STONE EXPANSION JOINT NON- EXTRUDING HANDICAP RAMP AGGREGATE MATERIAL ACCESSIBLE PARKING SIGN DETAIL " 24 CURB AND GUTTER CONC. JOINT DETAILS O P4 QID i' F-+ w a O �D �i W z ° �U-3 � ao Z N N ¢ ~ r U) 0 0 w z F-- L n w of Q 0 w - �i �E; M M m W Lij Sm Z 0 W ¢ f- 0 w ¢ �¢- CL U F— u- W CL t/) 0 U o� S 4 4ZcO W to 4) Nwlq Z B co oa - o s a w - d _ ca 0 CO ■ � O 1� ill co s ■ ■ W 0 0 H h 5 h 0 w c 0 L K J 0 c W cU) w W U 0 5/�/� W W ` T !¢_ 6 B W DRAWING NO. SHEET 9 OF 9 PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: OWG: C800 SITE DETAILS.dwg SITE DETAILS PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11:39:49 AM A. H U W F i 0 W IS M � ' Q »� /A I..LJ 0 U E C) = W W 0 w f-- � U LL W 0 c W cU) w W U 0 5/�/� W W ` T !¢_ 6 B W DRAWING NO. SHEET 9 OF 9 PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: OWG: C800 SITE DETAILS.dwg SITE DETAILS PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11:39:49 AM A. U W F 0 W U) LL U 0 U E C) = W W 0 w f-- LL W F- � 0 W C/) C) o co F- o F_ Q E- _j< F Q m c �� c D < 00 U) :z Y 00 U) 2-' o O� N v U O U 0 c W cU) w W U 0 5/�/� W W ` T !¢_ 6 B W DRAWING NO. SHEET 9 OF 9 PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: OWG: C800 SITE DETAILS.dwg SITE DETAILS PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11:39:49 AM A. 0 N I L K J I 6 F E D B .;;: MIN. WIDTH B :::: - %, ... • .• . • , . • . , t= ••'•:..•• GRASS GROWTH / , ,. _, (2 -6 MIN.) t. / " " %.4/''.. \ LEGEND � � • -, r,- -,, Ill \��' ti.t s; • ik/ / //, /�; /; \ \ Bc = OUTSIDE DIAMETER %` :.s ssT; ya h. ,. \ REGULAR ,, 4 INSIDE BACKFILL \ '.,, - - _ MIN. 1.25 D Bc 12 DI .,yhy� AMET 4. / ER ik '4. /y. Sr U l /' / y y '' ,' 1 , , , . , , '''' ", y% .% s w NOTE. ' /i /. //. /. %iy,, /� _ tN ..... / "y%.., /44 %k d DEPTH OF BEDDING 11 ,,,, _ y ykk a,�/ MATERIAL BELOW PIPE 5 "" : x� IF DUCTILE IRON 0 a 6 PVC MIN. 1.25 1. R TRUSS 'y PIPE Bc LEGEND ;J '$ PIPE IS INSTALLED A MINIMUM f •• • • . ' "B" BORROW OR EQUIV. DEPTH OF BEDDING Bc = OUTSIDE DIAMETER a . . MIN. p = INSIDE DIAMETER OF 6' OF CRUSHED #8 STONE ) MATERIAL BELOW PI TER GRANULAR MATERIAL \ PE ' SHALL BE PLACED OVER THE PIPE. - . 12 = d D 1/B BEND o . . DEPTH OF BEDDING M ; �,', ,, COMPACTED TO 95 /o .' N . ,, 1. D d M N. #8 CRUS HED STO NE OR MATERIAL L B ELOW /, I. r ,,,. - 1. PIPE ",: D PROCTOR ".''' , , 1.111,, ,.. STAND AR - , 11 27 & S . - DE NS T MALLER 3 IY CLASS I BEDDING MATERIA 1''''' .., ..''.1... L 11 ;,,,,,,,,,, . , , , , 30 TO 60 4 ,.. ' ' . D **8 66 & LARGER 6 D OR WALKED = CRUSHE Bc ' I INTO PLACE. Bc -11 STONE o - 4 1. ,,.y,. 45 6 .\ a . X. <X \ 1. SEWER AS „ ( X 6 ) .11 S a O ", ►\ . PER P 6 BUILDING DRAIN' 1. LAN ;11.,11...,...,,., ,.,. '__��_"' • . 111. "�' .. , , . , , . „ .... NOTES. 1. 51 NOTES: , , , I'll, .. '',.,/'', ­­ .. ­....� 1. 1. ALL BEDDING & INITIAL''`'BACKFILL SHALL BE INSTALLED == ., ,,, . ,. IN b" TO 12" BALANCED LIFTS. 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED ;.,, �. D/4 OR 6" MIN. ,,:,, , ..:, .,. ..... ........ °: ".. .".. °y : ", :. ;, ,:�..,,1; IN 6' TO 1?' BALANCED LIFTS. I it 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON 6" SEWER LATERAL 2. A MINIMUM 911 CLEARANCE SHALL BE PROVIDED ON EACH EACH SIDE OF THE INSTALLED PIPE. SIDE OF THE INSTALLED PIPE. SANITARY SEWER TRENCH & BEDDING DETAIL CLEANOUT TYPE I CONC. PIPE RCP TRENCH DETA IL P &HOPE TRENCH WITHIN 5' OF EDGE OF PVMT GREATER THAN 5 , FROM EDGE OF PVMT INSTALL 20 LFT UNDERORAIN 11 z /\ • - - - • • , 'k , • - ` % 0 -• I ry s FULL HEIGHT ASTM C -478 PRECAST CONC. CAP •. MANHOLE STEPS • 1/2" CEMENT MORTAR a AS SPECIFIED MIN 4 SUBSURFACE DRAIN x 1/2" CEMENT � I � - AS REQ'D � a .• % O MORTAR ''r ` 0 -RING GASKET ASTM C -478 PRECAST : ti' 2' DIA. �- VAR. 1' • - ASPHALTIC MASTIC o • CONC. SECTION 2' DIA. • • _ TO 6' O ~ -I UTYL RUBBER PREFORMED HOLE TO MAX. . - . _ ` SEAL AT JOINT OF PIPE. 0 + " Q .' . - .1 - % .. "­ . . - �.�11_ % - .D 6 O % 6,, 6 W /NON- SHRINK CEMENT > r-- :o N b YP. • • GROUT. 1. w O 2' -0 a > r x INSTALL 20 LFT 3_0.. • • O zo W 11 UNDERDRAIN . ASTM C -478 PRECAST 6:', MIN PRECAST CONC. .11 2 CONC. BASE t` �- MANHOLE 4' DIA. a • 5 REBAR 2" IT� I 'Ili - 4' DIA. i > .. - : , • •::. r t Z • a 4" MIN. 00 .. > 4 MIN. , •. . 1.001 1.11 _ •• PIPE Z �' 4" MIN. .. 4,. MIN. OX _ - m Z , ,r, M. % . a CONC. FILLET -SLOPE X % ' ` MIN 1/2" PER FOOT #4 RE -BAR @ 12" O.C. EACH WAY (STEEL !: PRECAST ONC. ti•• F DIA. 1' MIN. OVER HIGHEST ENT zz;� TOWARDS PIPE FOR MESH AREA = 0.12 SQ /IN /SQFT OR ERING PIPE. `^ = MANHOL N I = DRAINAGE APPROVED EQUAL) ' W N "� i :�e ,- CLASS A _ _ ;,,: a _ NOTES: SEE STIR. DATA FOR & CASTING TYPE = �' Z CONC. o '. _ ` CLASS A CONC. .4 .. It- ', -� - INVERTS, PIPE SIZES SET BASE ON X11 STONE -4" '- � i' :� N ;• W O '- ON EARTH 6" IF ON ROCK a % . . ' ' \P' :..' '. ■. ■. r -�- -� -� i■-��- . ■. ■■ 1 A 11 rT T \ /rnrl llr�ll ~fi \t- PIPF THn(mFCC f . DIMENSIONS ;..,, .,. 5 �; , .,,,,,,,,. �...,; :: ;... - MAX. WIDTH A , ,.,._- 1111 _ - .' ,,,; PIPE SIZE A EDGE 0: PVMT, K EDGE OF PVMT, R2 APPROX WEIGHT OUTSIDE CLEANOUT PLUG GRADE & ADAPTER SIMILAR STRUCTURE IN THE PUBLIC R/W •�••..:..• ' 6,. MIN. TOP SOIL TO ENSURE GRASS GROWTH U ER OR SIMILAR STRUCTURE I GffA14E� I IN THE PUBLIC R/W MIN. 6" TOPSOIL r 0 ENSURE UP TO 33" CURB, (UTTER OR D + 12" CURB, 9" , 6' AND GREATER D + 24' D 12' 7" 141-11111 6' -3" SIMILAR STRUCTURE � MIN, 6" TOPSOIL SIMILAR STRUCTURE 5 OR LESS 11" 1100 18 2 1/2" 11" 4' -1" 6' -2" IN THE PUBLIC R/W TO ENSURE IN THE PUBLIC R/W MIN. 6" TOPSOIL TO ENSURE 18 2111 2 3/48• 11" 3' -6" 6' -3" • •'••••..•: .•..•... GRASS GROWTH • •� :..' :- GRASS GROWTH 13" 1500 2401 3" 1' -0" 2' -8" 6' -3" 01 jl %Y J. .. ..• 14" 1800 27" 3 1/4" 1'4" 2' -5" 6' -3" \ - I ., III ,,_II- II, LEGEND . .•. • . • : • . . 14 1/2p 2100 30" 3 1/2" 1' -2" 1' -10" 6' -3" \ \ Bc = OUTSIDE DIAMETER \ . \ 15" N_ =i 33" 3 3/4' 1' -3" 3' -6" 8' -3" 150-6## = MIN. 1.25 Bc +12" D = INSIDE DIAMETER "B" BORROW OR EQUIV. •. 17 v2•- 4100 36" 4" 1' -5" 3' -1" 8' -3" I d = DEPTH OF BEDDING GRANULAR MATERIAL 20" 1 4200 KOR -N -SEAL OR PRECAST MANHOLE BOTTOM 9a. m REGULAR BACKFILL 1 MATERIAL BELOW PIPE I o „ COMPACTED TO 95 /o MIN. 1.25 Bc +12 LEGEND v EQUAL BAND EXPANDING `° a N \ - /� DE DEPTH OF BEDDING STANDARD PROCTOR \ , DENSITY. �� I • • • ' Bc = OUTSIDE DIAMETER ZO - '. ..' RESILIENT PACKING ' /' I -1II�II'- MATERIAL BELOW PIPE MIN. p = '� '• 12" INSIDE DIAMETER BOOT ; ; , TO AVOID SHEAR '' EFFECT Y, EAST JORDON IRONWORKS "B' BORROW OR EQUIV. _ D (d)MIN. .. d - USHED STONE OR '•, • , DEPTH OF BEDDING MATERIAL BELOW PIPE . , ... _; MODEL V 8501 CASTING GRANULAR MATERIAL 1. 27" &SMALLER 3" APPROVED EQUIV. R •. CLASS I BEDDI NG MATERIAL ::: _ /- I f k. k •. y 4% /% yik ,' :... :. - ;: 4k kk k k %� y ,�a4 o COMPACTED 0 •. T 95 /o :: • 1/6 ., 30 TO 60 4 ' �- H AND TAM PED OR WAL KE D 10� I ... 1. J -% i / / � 1. 1. .. / / , / �­ % aa. a k I .k •'4 4, . /: a 4 ,,: c;.., . - , ,. 4., .y y ''.. ' k / / /., . a a ��' yy 4 .,. , "mks ,, ,, .. k ,aa. ki.. ... ,/ a'4 11 a a 1 , , ,� S IB C ANDARD PROC 0 T R DWSITY. �\ �\ 11 d 6 ••:: \ 1' INTO PLAC . . , E . "X _F I. / f f / j r f -. / / s / / k 4 yy, /' ,, . 4 k / kw k y> zLjL % a \, \ \ �\ . En :� m / / 1 / .. / :: / -. . :.... / , / y ­ 3 i:' s I i 4 a _ y 'I ,, 4' � 4, a, • �' / ", ,, L '. 1111, . 1. y 4 ,i aia 4; r �X.. k r �/.s /:: 1. % I t_ , G 1. ... // 4 NOTES. NOT ES. PIPE /i r.: ' :::�...:..:.. :' ", y j '. j ,... 4 ,y ; ; s,. i / Hh :. .. „ < y „ 6 PVC PIPE ' q •,, "•• ik .':may k _ •,: „ k 30 X 30 X 6" CONC. APRON 1. ALL BEDDING G &INITIAL' BACKFILL SHALL BE INSTALLED LLED IN 6" TO 12" BALANCED LIFTS. 1. AL L BEDDING, & INiTIAI BACKFILL SHALL BE INSTALLED % i+n EXTERNAL BAND y' °` ry ` ' 4 r/ 'n '� 's t' i% mss. ' y ° C y W/ 4 X 4 X 6 WELDED WIRE FABRIC 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED 0 N EACH 0 0 ,► 6 MIN. #2 STONE %;,j , ,% f ,: ., ,.;,... 1. /� %/ ;. % % '`,i%� % -"_� > I may, ��, EACH SIDE OF THE INSTALLED PIPE. SIDE OF THE INSTALLED PIPE. N P PIPE CONNECTION TO MANHOLE CLEANOUT FOR HA RD SURFACE INSTALLATIONS REINFORCED CONC. PIPE P C TRENCH DETAIL PLASTIC PIPE (PVC &HOPE TRENCH DETAIL -ftt 4 GREATER THAN 5' FROM EDGE OF PVMT WITHIN 5' OF EDGE OF PVMT _" :: - ;' ; „; ' ` >- =-, EDGE OF PVMT, CURB, GUTTER OR �, „� , ��.�. Id EDGE OF PVMT, -\ .;;: MIN. WIDTH B :::: - %, ... • .• . • , . • . , t= ••'•:..•• GRASS GROWTH / , ,. _, (2 -6 MIN.) t. / " " %.4/''.. \ LEGEND � � • -, r,- -,, Ill \��' ti.t s; • ik/ / //, /�; /; \ \ Bc = OUTSIDE DIAMETER %` :.s ssT; ya h. ,. \ REGULAR ,, 4 INSIDE BACKFILL \ '.,, - - _ MIN. 1.25 D Bc 12 DI .,yhy� AMET 4. / ER ik '4. /y. Sr U l /' / y y '' ,' 1 , , , . , , '''' ", y% .% s w NOTE. ' /i /. //. /. %iy,, /� _ tN ..... / "y%.., /44 %k d DEPTH OF BEDDING 11 ,,,, _ y ykk a,�/ MATERIAL BELOW PIPE 5 "" : x� IF DUCTILE IRON 0 a 6 PVC MIN. 1.25 1. R TRUSS 'y PIPE Bc LEGEND ;J '$ PIPE IS INSTALLED A MINIMUM f •• • • . ' "B" BORROW OR EQUIV. DEPTH OF BEDDING Bc = OUTSIDE DIAMETER a . . MIN. p = INSIDE DIAMETER OF 6' OF CRUSHED #8 STONE ) MATERIAL BELOW PI TER GRANULAR MATERIAL \ PE ' SHALL BE PLACED OVER THE PIPE. - . 12 = d D 1/B BEND o . . DEPTH OF BEDDING M ; �,', ,, COMPACTED TO 95 /o .' N . ,, 1. D d M N. #8 CRUS HED STO NE OR MATERIAL L B ELOW /, I. r ,,,. - 1. PIPE ",: D PROCTOR ".''' , , 1.111,, ,.. STAND AR - , 11 27 & S . - DE NS T MALLER 3 IY CLASS I BEDDING MATERIA 1''''' .., ..''.1... L 11 ;,,,,,,,,,, . , , , , 30 TO 60 4 ,.. ' ' . D **8 66 & LARGER 6 D OR WALKED = CRUSHE Bc ' I INTO PLACE. Bc -11 STONE o - 4 1. ,,.y,. 45 6 .\ a . X. <X \ 1. SEWER AS „ ( X 6 ) .11 S a O ", ►\ . PER P 6 BUILDING DRAIN' 1. LAN ;11.,11...,...,,., ,.,. '__��_"' • . 111. "�' .. , , . , , . „ .... NOTES. 1. 51 NOTES: , , , I'll, .. '',.,/'', ­­ .. ­....� 1. 1. ALL BEDDING & INITIAL''`'BACKFILL SHALL BE INSTALLED == ., ,,, . ,. IN b" TO 12" BALANCED LIFTS. 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED ;.,, �. D/4 OR 6" MIN. ,,:,, , ..:, .,. ..... ........ °: ".. .".. °y : ", :. ;, ,:�..,,1; IN 6' TO 1?' BALANCED LIFTS. I it 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON 6" SEWER LATERAL 2. A MINIMUM 911 CLEARANCE SHALL BE PROVIDED ON EACH EACH SIDE OF THE INSTALLED PIPE. SIDE OF THE INSTALLED PIPE. SANITARY SEWER TRENCH & BEDDING DETAIL CLEANOUT TYPE I CONC. PIPE RCP TRENCH DETA IL P &HOPE TRENCH WITHIN 5' OF EDGE OF PVMT GREATER THAN 5 , FROM EDGE OF PVMT INSTALL 20 LFT UNDERORAIN 11 z /\ • - - - • • , 'k , • - ` % 0 -• I ry s FULL HEIGHT ASTM C -478 PRECAST CONC. CAP •. MANHOLE STEPS • 1/2" CEMENT MORTAR a AS SPECIFIED MIN 4 SUBSURFACE DRAIN x 1/2" CEMENT � I � - AS REQ'D � a .• % O MORTAR ''r ` 0 -RING GASKET ASTM C -478 PRECAST : ti' 2' DIA. �- VAR. 1' • - ASPHALTIC MASTIC o • CONC. SECTION 2' DIA. • • _ TO 6' O ~ -I UTYL RUBBER PREFORMED HOLE TO MAX. . - . _ ` SEAL AT JOINT OF PIPE. 0 + " Q .' . - .1 - % .. "­ . . - �.�11_ % - .D 6 O % 6,, 6 W /NON- SHRINK CEMENT > r-- :o N b YP. • • GROUT. 1. w O 2' -0 a > r x INSTALL 20 LFT 3_0.. • • O zo W 11 UNDERDRAIN . ASTM C -478 PRECAST 6:', MIN PRECAST CONC. .11 2 CONC. BASE t` �- MANHOLE 4' DIA. a • 5 REBAR 2" IT� I 'Ili - 4' DIA. i > .. - : , • •::. r t Z • a 4" MIN. 00 .. > 4 MIN. , •. . 1.001 1.11 _ •• PIPE Z �' 4" MIN. .. 4,. MIN. OX _ - m Z , ,r, M. % . a CONC. FILLET -SLOPE X % ' ` MIN 1/2" PER FOOT #4 RE -BAR @ 12" O.C. EACH WAY (STEEL !: PRECAST ONC. ti•• F DIA. 1' MIN. OVER HIGHEST ENT zz;� TOWARDS PIPE FOR MESH AREA = 0.12 SQ /IN /SQFT OR ERING PIPE. `^ = MANHOL N I = DRAINAGE APPROVED EQUAL) ' W N "� i :�e ,- CLASS A _ _ ;,,: a _ NOTES: SEE STIR. DATA FOR & CASTING TYPE = �' Z CONC. o '. _ ` CLASS A CONC. .4 .. It- ', -� - INVERTS, PIPE SIZES SET BASE ON X11 STONE -4" '- � i' :� N ;• W O '- ON EARTH 6" IF ON ROCK a % . . ' ' \P' :..' '. ■. ■. r -�- -� -� i■-��- . ■. ■■ 1 A 11 rT T \ /rnrl llr�ll ~fi \t- PIPF THn(mFCC f . DIMENSIONS ;..,, .,. 5 �; , .,,,,,,,,. �...,; :: ;... - MAX. WIDTH A , ,.,._- 1111 _ - .' ,,,; PIPE SIZE A B K R1 R2 APPROX WEIGHT OUTSIDE CLEANOUT PLUG GRADE & ADAPTER SIMILAR STRUCTURE IN THE PUBLIC R/W •�••..:..• ' 6,. MIN. TOP SOIL TO ENSURE GRASS GROWTH U ER OR SIMILAR STRUCTURE I GffA14E� I IN THE PUBLIC R/W MIN. 6" TOPSOIL r 0 ENSURE UP TO 33" D + 16" D + 12" y 9" , 6' AND GREATER D + 24' D 12' 7" .;;: MIN. WIDTH B :::: - %, ... • .• . • , . • . , t= ••'•:..•• GRASS GROWTH / , ,. _, (2 -6 MIN.) t. / " " %.4/''.. \ LEGEND � � • -, r,- -,, Ill \��' ti.t s; • ik/ / //, /�; /; \ \ Bc = OUTSIDE DIAMETER %` :.s ssT; ya h. ,. \ REGULAR ,, 4 INSIDE BACKFILL \ '.,, - - _ MIN. 1.25 D Bc 12 DI .,yhy� AMET 4. / ER ik '4. /y. Sr U l /' / y y '' ,' 1 , , , . , , '''' ", y% .% s w NOTE. ' /i /. //. /. %iy,, /� _ tN ..... / "y%.., /44 %k d DEPTH OF BEDDING 11 ,,,, _ y ykk a,�/ MATERIAL BELOW PIPE 5 "" : x� IF DUCTILE IRON 0 a 6 PVC MIN. 1.25 1. R TRUSS 'y PIPE Bc LEGEND ;J '$ PIPE IS INSTALLED A MINIMUM f •• • • . ' "B" BORROW OR EQUIV. DEPTH OF BEDDING Bc = OUTSIDE DIAMETER a . . MIN. p = INSIDE DIAMETER OF 6' OF CRUSHED #8 STONE ) MATERIAL BELOW PI TER GRANULAR MATERIAL \ PE ' SHALL BE PLACED OVER THE PIPE. - . 12 = d D 1/B BEND o . . DEPTH OF BEDDING M ; �,', ,, COMPACTED TO 95 /o .' N . ,, 1. D d M N. #8 CRUS HED STO NE OR MATERIAL L B ELOW /, I. r ,,,. - 1. PIPE ",: D PROCTOR ".''' , , 1.111,, ,.. STAND AR - , 11 27 & S . - DE NS T MALLER 3 IY CLASS I BEDDING MATERIA 1''''' .., ..''.1... L 11 ;,,,,,,,,,, . , , , , 30 TO 60 4 ,.. ' ' . D **8 66 & LARGER 6 D OR WALKED = CRUSHE Bc ' I INTO PLACE. Bc -11 STONE o - 4 1. ,,.y,. 45 6 .\ a . X. <X \ 1. SEWER AS „ ( X 6 ) .11 S a O ", ►\ . PER P 6 BUILDING DRAIN' 1. LAN ;11.,11...,...,,., ,.,. '__��_"' • . 111. "�' .. , , . , , . „ .... NOTES. 1. 51 NOTES: , , , I'll, .. '',.,/'', ­­ .. ­....� 1. 1. ALL BEDDING & INITIAL''`'BACKFILL SHALL BE INSTALLED == ., ,,, . ,. IN b" TO 12" BALANCED LIFTS. 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED ;.,, �. D/4 OR 6" MIN. ,,:,, , ..:, .,. ..... ........ °: ".. .".. °y : ", :. ;, ,:�..,,1; IN 6' TO 1?' BALANCED LIFTS. I it 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON 6" SEWER LATERAL 2. A MINIMUM 911 CLEARANCE SHALL BE PROVIDED ON EACH EACH SIDE OF THE INSTALLED PIPE. SIDE OF THE INSTALLED PIPE. SANITARY SEWER TRENCH & BEDDING DETAIL CLEANOUT TYPE I CONC. PIPE RCP TRENCH DETA IL P &HOPE TRENCH WITHIN 5' OF EDGE OF PVMT GREATER THAN 5 , FROM EDGE OF PVMT INSTALL 20 LFT UNDERORAIN 11 z /\ • - - - • • , 'k , • - ` % 0 -• I ry s FULL HEIGHT ASTM C -478 PRECAST CONC. CAP •. MANHOLE STEPS • 1/2" CEMENT MORTAR a AS SPECIFIED MIN 4 SUBSURFACE DRAIN x 1/2" CEMENT � I � - AS REQ'D � a .• % O MORTAR ''r ` 0 -RING GASKET ASTM C -478 PRECAST : ti' 2' DIA. �- VAR. 1' • - ASPHALTIC MASTIC o • CONC. SECTION 2' DIA. • • _ TO 6' O ~ -I UTYL RUBBER PREFORMED HOLE TO MAX. . - . _ ` SEAL AT JOINT OF PIPE. 0 + " Q .' . - .1 - % .. "­ . . - �.�11_ % - .D 6 O % 6,, 6 W /NON- SHRINK CEMENT > r-- :o N b YP. • • GROUT. 1. w O 2' -0 a > r x INSTALL 20 LFT 3_0.. • • O zo W 11 UNDERDRAIN . ASTM C -478 PRECAST 6:', MIN PRECAST CONC. .11 2 CONC. BASE t` �- MANHOLE 4' DIA. a • 5 REBAR 2" IT� I 'Ili - 4' DIA. i > .. - : , • •::. r t Z • a 4" MIN. 00 .. > 4 MIN. , •. . 1.001 1.11 _ •• PIPE Z �' 4" MIN. .. 4,. MIN. OX _ - m Z , ,r, M. % . a CONC. FILLET -SLOPE X % ' ` MIN 1/2" PER FOOT #4 RE -BAR @ 12" O.C. EACH WAY (STEEL !: PRECAST ONC. ti•• F DIA. 1' MIN. OVER HIGHEST ENT zz;� TOWARDS PIPE FOR MESH AREA = 0.12 SQ /IN /SQFT OR ERING PIPE. `^ = MANHOL N I = DRAINAGE APPROVED EQUAL) ' W N "� i :�e ,- CLASS A _ _ ;,,: a _ NOTES: SEE STIR. DATA FOR & CASTING TYPE = �' Z CONC. o '. _ ` CLASS A CONC. .4 .. It- ', -� - INVERTS, PIPE SIZES SET BASE ON X11 STONE -4" '- � i' :� N ;• W O '- ON EARTH 6" IF ON ROCK a % . . ' ' \P' :..' '. ■. ■. r -�- -� -� i■-��- . ■. ■■ 1 A 11 rT T \ /rnrl llr�ll ~fi \t- PIPF THn(mFCC f . DIMENSIONS P IA T MIN`` A C D E K R1 R2 APPROX WEIGHT 12„ ° 2" 5" 4#-31# 6' -2" 2#-D# 1.3' 10 v8•• 9" 800 " 2 1/4 " 7" 141-11111 6' -3" 2' -6" 1.5' 12 1/2" 11" 1100 18 2 1/2" 11" 4' -1" 6' -2" 314" 1.8' 720 - MHST -02 AND -04. 18 2111 2 3/48• 11" 3' -6" 6' -3" 3' -6" 2.1' 16 1/8" 13" 1500 2401 3" 1' -0" 2' -8" 6' -3" 4' -0" 1 2.3' 16 3/16" 14" 1800 27" 3 1/4" 1'4" 2' -5" 6' -3" 4' -6" 2.6' 18 9/16° 14 1/2p 2100 30" 3 1/2" 1' -2" 1' -10" 6' -3" 5' -0" 2.9' 18 1/2•' 15" N_ =i 33" 3 3/4' 1' -3" 3' -6" 8' -3" 150-6## 3.1' ot 17 v2•- 4100 36" 4" 1' -5" 3' -1" 8' -3" 6' -0" 1 3.4' 124 5/16° 1 20" 1 4200 MANHOLE TYPE H MANHOLE TYPE J,K,L,M & N bursburcrHC;t UKAIN CONC. END SECTION --- i DETAILS A, B, AND C. I 0 THE CONTRACTOR WILL BE PERMITTED Q THE CONTRACTOR WILL BE PERMITTED TO SUBSTITUTE MANHOLES TYPE C THROUGH (0) TO SUBSTITUTE MANHOLES TYPE C THROUGH F FOR MANHOLES TYPE H THROUGH N W F FOR MANHOLES TYPE H THROUGH N FOR COMPARABLE PIPE SIZES. En 4 .o FOR COMPARABLE PIPE SIZES. 0 SEE STANDARD DRAWINGS 720 - MHST -02 AND -04. SEE STANDARD DRAWINGS 720 - MHST -02 AND -04. K MANHOLE TYPE H MANHOLE TYPE J,K,L,M & N bursburcrHC;t UKAIN CONC. END SECTION --- i 4.4 O P4 W a O' P4 MPL, h]:i F__q 0_4 W z ° _ ° � M � °° Q r rO ? M M Cn Z N N v U) ° 1 - W c? Z Q r� ~ Y M W M M W W z � o F- ° V U = U Z w < 0- -� w W 0 z X jj O Q W UU iw-• < w a c~n a � : i� to � s o v, ��. q I iw co 3 =R i_.. �k tz W) th w in in Z 4oa 5 a k C = =I&C6 O d' o Ic%a v- CO an% W Va 0 0) d 0 w �,. w �� - 0 W a>« - V� - O .n �i p 4) s iM9 C) - Z Od Iq 140 - .c c oft 0) .c (4 a -_ 4) H 0 w 0 to L K 0 /,r,; H , � ­....... I 1. 1, , �*� ,,,, .. . .. �. .1 I . ''I ­­. �. , . ... . �.... .. 1. �. , .� , . � I , t ) ii / // / /i y -, / /'''o ' /i s / , / ' r v //' : , , /, /, / // /// //• N , , � %a // , / a 6 /- / i / :� "//I'- / i i // �ja /, // , % / i , / a 5s // 4.. . // , a "''6 ,, ' s s //' / / /'� // M a % % ''/ //' / // / N / / "/ ' ry ,ii W / / / , ' i,/ �ai,� / / i / // / r� // // /' �// a , / ' / �. / 'y.' // / �a F= °% /� '.,�``.,� I G 11 w U N `^ Z F_ W =i (0) W a. Z a. Q ft M Ift M :t En 4 .o F__ 0 X: x K 0 < W " () IN a I > I 11 U) U) 0 r") U) W W Z U) : E W N_ =i W t:.: R�: W CA Z Q U 0 Q W __r F-- M C) C) W zE- �< Zw o Q �" o D o' co co 9a. m LA LA v U O U --5, : a N N M -4 I.A LA ZO W x ,_ J X0: 0 z va Ln zLjL En :� m m z. Q . Ln ._ a 2i i+n n1 -4 .4 C r__ o 0 0 � _ o N N M -ftt 4 ;zc a >- =-, Id .J� Z 4.4 O P4 W a O' P4 MPL, h]:i F__q 0_4 W z ° _ ° � M � °° Q r rO ? M M Cn Z N N v U) ° 1 - W c? Z Q r� ~ Y M W M M W W z � o F- ° V U = U Z w < 0- -� w W 0 z X jj O Q W UU iw-• < w a c~n a � : i� to � s o v, ��. q I iw co 3 =R i_.. �k tz W) th w in in Z 4oa 5 a k C = =I&C6 O d' o Ic%a v- CO an% W Va 0 0) d 0 w �,. w �� - 0 W a>« - V� - O .n �i p 4) s iM9 C) - Z Od Iq 140 - .c c oft 0) .c (4 a -_ 4) H 0 w 0 to L K 0 /,r,; H , � ­....... I 1. 1, , �*� ,,,, .. . .. �. .1 I . ''I ­­. �. , . ... . �.... .. 1. �. , .� , . � I , t ) ii / // / /i y -, / /'''o ' /i s / , / ' r v //' : , , /, /, / // /// //• N , , � %a // , / a 6 /- / i / :� "//I'- / i i // �ja /, // , % / i , / a 5s // 4.. . // , a "''6 ,, ' s s //' / / /'� // M a % % ''/ //' / // / N / / "/ ' ry ,ii W / / / , ' i,/ �ai,� / / i / // / r� // // /' �// a , / ' / �. / 'y.' // / �a F= °% /� '.,�``.,� I G 11 w U MB:: WW W W M ° >_ U 0 � o > ° w .-- �>- cb a °>_ B W DRAWING NO. SHEET 9 OF 9 PROJECT: F. \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS -TITLE: A SITE DETAILS DWG: 0801 SITE DETAILS.dwg - - PLOTTED BY: IN J. ROBERTS - - - - - - u 7 st DATE. Thursday, August 1 , 2006 11.38.13 AM A • a F_ (0) W F 0 0 < () > > U) U) 0 r") J Q U) : E W W 0 W t:.: R�: 6i F- U 0 Q W __r F-- M C) C) .-. 0 co Fw-.� CO n zE- �< Zw o Q �" o D o' co co -D F- O 0 �Zo ;2: O N v U O U --5, MB:: WW W W M ° >_ U 0 � o > ° w .-- �>- cb a °>_ B W DRAWING NO. SHEET 9 OF 9 PROJECT: F. \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS -TITLE: A SITE DETAILS DWG: 0801 SITE DETAILS.dwg - - PLOTTED BY: IN J. ROBERTS - - - - - - u 7 st DATE. Thursday, August 1 , 2006 11.38.13 AM A • a 0 N M 2 3 L 4 5 1 5 I 8 7 t H G F FA D C B A Version A 01/17/2006 Diagram_ 1- Bicyc }e Rack Im A 8eetim8B 8cotianMA Diagram 2• Bicycle Parking 1 ncation nd Design. 3 1 ?]Tj T U UM �v w %, C_� tiQtwCl rrrc dmftd m 2e Ordinance Z- 4$5 -05 6 24" 6" • 18" . Top Soil \� \f Compocted •p < Class Bockflll qC s * A Concrete d 4O Compocted Subgrode or Aggregate Bose low . - 24" . NOTES; FACES MAY BE -BATTERED TO* FACILITATE SLIP FORMING. . CURE ALL EXPOSED. SURFACES, DAMPEN. SUBGRADE BEFORE PLACING CONCRETE. CITY OF CARMEL STANDARDS-- Novo COM6INED CONCRETE CURB & GUTTER (TYPE II) REVISED FIGURE 10 -11 Ou In 2' SECTION "A--A" " To Curb Section - ,hoirback Sections) t Costin 1. 2'X I , I 3rick May Be - Used o Adjust To Grade iortor All Joints Ist In Place Or ecost Inlet Basin :pth Varies, -2' Min. recast Units Set In III Mortar Bed `- Ccst In Place Or Precast, Concrete • Base CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS CURB INLETS REVISED FIGURE 10-19. SAW CUT FOR Ex1SITING -1 CLEAN BREAK EARTH 1.5" H,A.C. SURFACE GRADE bl FE PAVEMENT \ OB,IEt 4. IN �;��� f\ --tom _ - _. �' • � f ����J+ f1� • , • . • . : s. �' EARTH _T _■ I 12" THICK PLAIN CONCRETE V-0- MIN. BOTH SIDES =��� .- - ;,� t1= f TO BE FINISHED 1.5" BELOW 12 THE EXISTING PAVEMENT OF TRENCH E ENT FLOWABLE FILL TO BE PLACED ' r ENTIRE TRENCH TO BOTTOM OF CONGRETE ELEVATION 1. NEW SURFACE IS TO BE SLOPED AT THE SAME- RATE AS THE EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. UNDERCUT. � STONE IF WI 3. 'TRENCH SPOIL IS TO BE REMOVED FROM SITE. CONDITIONS 4. 1.5" H.A.C. j i i SURFACE. 5. BITUMINOUS TACK APPLIED AS PER `INDIANA STO R M PIPE DEPT. OF HIGHWAYS STANWD SPECIFICATION 409 & 902. • NO SCALE 6. ALL LANE ' MARKINGS. STWING, STOP BARS. ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTNMES, SHALL BE - RETURNED TO 11 THEIR ORIGINAL CONDITION. _ No 7. PLAIN CONCRETE IS TO BE FINISHED 1.5' BELOW THE EXISTING PAVEMENT. - 22 No 8. CUT SHALL BE STEEL PLATED DURING CONCRETE. CURE TIME AND UNTIL ASPHALT IS ;n APPLIED. 5" TYi ROAD CUT PATCH DETAIL cc s SCALE: 3 /4' =z •--fl- h A[ 1 1- T 1 1 I C' r- A C` n I 1A t Cic Moximurn Ran .r .,.Vr,, , •. A.-.-J _____ dace isolation Joint At Bock Of Curb Line PLAN VIEW Pavement Romp Sidewalk 10 4" ' -i•�'' �• • •T •'- • Isolation Joint Vor. Width Of Var. Romp 3' Min Section "A--A" 10 .10 Contraction Joint (Typ,) Section "B--8�' Section "C- 'C" I TYPE I MUM CITY OF CARMEL STANDARDS CURB RAMP FOR HANOICAPPED REVISED' FIGURE 10 -16 Earth Or Sidewalk Surface Concrete Curb Or Curb & Gutter \r r _.../ #B Washed Aggregate V V-2-- In. • NOTE: ALL SUBSURFACE PIPE UNDERDRAIN DRAIN SHALL BE DOUBLE (Typical Installations) WALL HANCOR HI-0 OR EQUIVALENT. NOTE. PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. - INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1"= 1, -d' CITY OF CARMEL STANDARDS SUBSURFACE DR,4IN REVISED FIGURE - 10 -9 50' •j p, � 30• � LLJ z CD (12' Cul-de-sac) NOTE -.ALL sw Aa wxvAa ca +s t+ISi ee A tiiiwJtl 2C Cui- de --socj 10 UM �� v''c C7 > � � 1 �I r PII� w GUM LQCOtian f 0 . . (12 Cul• -de -sac} t� r. --- 1 1' • Min. ¢ O Q [r F-- n Integral Roll Type Curb ProMe .Grade Or Curb & Gutter t t � O to on P 4� - 01 M IFE Curb & 1` Min. - '``'• r ost. n LAJ Slope r" /ft. 0 Optional Joint Locations Crown "�(t_ Cutter Sloe 1/4"P t. to 4) O Sidewalk d I1A TAP w tr,Pf TD BOT!>;Y Sidewolk I > Min. Rigid -Pavement Pre pored Sub r. ode • ' - - -- 1� 6' Plain Concrete � CLEANOU T TYPE 2 - 0 CLEANOUT TYPE 3 °�°� aa� � QiAttIt9CAPt �'Ait'3 Ala Aa.1 omat tnsaxtttTatts �DUM n _ �> .. CT1 T It, rW a NOT TO SCALE X53 _ - - _ _ ._ _..._ ...... _ _ , _ # t - • W Lli I$r trlflll>t[ A am txas o w1N Cnrr "alTS>r�r T"E "'►,�+ w. arAl+ntTa , CLEANOUT TYPE 1 AK T9 ME 1{' � � al9r��a t*E ra1 CLWIAfrflitltt•i. ■ 1l.11�pri ■ • n i 1 z A& M IK SR S f D pa � r co ` > (OLY UWDSVM WAM Em i � li6if 1 i�7 /F �11�J U 0 O TY P ICAL SECTION LOCAL STREET �7 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER L7 STANDARD SHEETS. • I'•r-I i _ rn O �� Q M 4 2. THE LOCATION OF. THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR EACH STREET SECTION USED IN A. SET OF CONSTRUCTION PLANS. 3. THE SIDEWALK SHALL BE. LOCATED IN ACCORDANCE WITH ' THL SIDEWALK STANDARD SHEETS. NOh: CATM SRAL E tt kLED sD WAT tltfr as wl caw w LAIM OR LLJ z CD tA>ER &CM. rw t' M wxxwW l NOTE- XE 1O IO 1Z RAL 8t, Ir IMAL tarM rat IV LX6 a rAPA'a M Rp w I&T= oo 1W mitt oo NOT w;w t' Cu�tArloE � � CF NOTE -.ALL sw Aa wxvAa ca +s t+ISi ee A tiiiwJtl t uU icy Low a� ra eorrai of c t7�MAarT uTt]IAL at u►If�Ix W. or TA eoTtat m• txrTlDa PFXTJIOOItAi QpT�1ppC OF x mix tt Foama Am mT UM �� v''c "a" t-tox A0. im w1 .Aim v-tw -j 1 It gTo at ww rxx tR,�oc *E &XDW AT TIE 11017 Or ttE tz�txcttllttt ra FMaW 11E Y MMM r PII� w GUM M IE RXM TO K r m cry U 0 - ' A : • t •T tii Ex5 W LAMK SM ¢ O Q [r F-- IVA Emma Of iE>R U 1 BET, fait r oaT oA ftt M Tw of WE $' t bE' z; ,�•+ to 0 °f ttl E7ia]ImC a' rti rhE 9m w trJl7HeA�l i `; L , WS O to on P 4� o� blika N 01 M IFE (r x r 1 1r) TrEJII'E �' x I` x I� Ti�E -rrE '``'• r ost. :oo LAJ 0 cri co .�w. xrI/1TIE -M to 4) O d I1A TAP w tr,Pf TD BOT!>;Y a M0ru ` > ; "� 1� Qw o � CLEANOU T TYPE 2 T zx 0 CLEANOUT TYPE 3 °�°� aa� � QiAttIt9CAPt �'Ait'3 Ala Aa.1 omat tnsaxtttTatts �DUM " SS LR l�lr09f.TIE A><IF+�t3 -- - - _ at= TFI s nu or II�IIuq _ _.. _ - __.� • - a ,c a 10=d= WMI Y of N FO WA121 M C V= Cr *C fCtIiOD�IM T It, rW a ~ W . NOIE: tax• Or c�sttir ON aF.UM Co SHKL � CM _ - - _ _ ._ _..._ ...... _ _ , _ # t - • W Lli I$r trlflll>t[ A am txas o w1N ; "alTS>r�r T"E "'►,�+ w. arAl+ntTa , CLEANOUT TYPE 1 AK T9 ME 1{' � � al9r��a t*E ra1 CLWIAfrflitltt•i. FUE4itilfl Ix ilE]IK M TRAM ST. Mw MM %o iY DOOM NFAV'E= c== M txF"=V1M Mal 1 z A& M IK SR S f D pa � r co -CO MO[ SFAU OrzTAIRi W 1rtX P14itiD Cn a o O rn N (OLY UWDSVM WAM Em i � li6if 1 i�7 /F �11�J NOTE: COVER RUNG WITH PLASTIC WRAP AND ENCASE WITH ONE FOOT OF MIXED CONCRETE IN ALL DIRECTIONS PVCHARCO SADDLE WYE � # 255 —XXX OR EQU\ALANT RUBBER GASKET l 1 A I A I C%r•-[ l rr n 1 I k I r- STAINLESS STEEL STRAP TWO FOR EACH SIDE TYPICAL CLEANOUT DETAILS NOTE: _gPAXA110l+1 M11MMM liYE FiTTNI: JL IFFCWM ME LATERALS 8' '1 v UK" BELL TO SaL 2 BELL TO WMT WY BE AM= TYPICAL ALL ALS B■ SANE SAM LATERALS GREAT M 12' 1) 5 MMU SWARArA { u owe s�Ha Tr L 1' TYPICAL ALL OR DMOT Y ° � I LATERALS) FOR SEPARATION SEE NO E ! I OE FF1:E TEE-WYE CR EAS11WLK NOTE: ` kL WO si9LBE SDR2& I as PVC MR 36 WIIN SEIrEA t� * 0CM TO PE PLACED Oti TU1Qb'iM EAItiN• MWAC1iQd OF 00 STIR IS CRtilGL 1W All Mi+tiS AM HIM IF PROpP�� ■R,�CI AACCIID!! CAi��W-11 J�•IipE1��D. T}'�t't FU A NOW W OF H CF r= F% 28 DAY M149MM MFWM tMMM _P_LAN AM= U PK TO WX ON STW CRUM (PER mm� PMtIM QW 20 X 4' 91 ON MA KEIL 8t, 0>r�1 • (1'YPferJIL ALL LATERALS) A u><+t t N 0,!' r OF 13 MK 00 WIT- T-IUAY H Ct2txmm E?ICCI= K !iwl M I OR EASELIE)ff LFE PLACED PRIOR TO BAWLING. 22Z CR 4N rpom Ma Sim DEM= SST 22Z OR 4s 5 > t — a' MAX" �- {tYPIZAL ALL LAMNS) '& M LESS FW STW = CAA' FM M= Ca =o U 4.s CR = FOR Un= (T�PtC& AU U MW4 UIaks TM "ME "T If 4S OR LESS FOR ALt "no t 6' cm= Mw REol= Na TO t,7= am StIaLM THAN 12 FW. RRST PPE J= OF M F A W � � E __4_ IS TES 71 M tr W. m /ALL -1/8 E'ER M0 NO TO BE DMA FOR CM= MLAR I5 AS REM � (T1PI('•& AL LAV. lSj 1d+lG �� uT�ws OR PER 1�IC,>�RS di. 1�3W F�tEA FADES SAC AWAY CUVCE£ 51RF�"M OF = PC% 25 � sAWAY DAY CMVF SMML hT FEED F£IR DUCU RM U SECTION ALL FITT2 M SIML K CF QC MM CorrMM NOTE: . Au uT�u I�arac still � AMC t>tiD1SNR8ED TRIlII�{• 12' DEEP AND GREATER LESS THAN 12' .DEEP NOTE: wqH ()F smy(E LATERAL _,�Le m wam FRw i0a MN TO X TDP OF tM Ott U E SERVICE LATERAL, DETAIL O H W O' H L K H LLI W 0 LLJ z CD = p� co n z CV co co co ��1 r-.. r— V n 0 � � � Y r*-- N LO LO LU 0 >_ co C0 w w m z U 0 .. ~ Z � z J C 0 w ¢ O Q [r F-- L 0 F L , WS O to U I o� blika N co lot q) � :oo LAJ 0 cri co LLJ to 4) O w^� > > w o U) Qw o C/) L K H LLI W 0 0 I= LU En W LU CC 0 U U , T7 Q co .� B LU DRAWING NO. SHEET 9 OF PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: DWG: C802 SITE DETAILS.dwg SITE DETAILS PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11.52:55 AM A W F 0 0 W > > U) C/) 0 Q U E ry � W ~ W W 0 W Lli � LU W J F- o LUG o t— ao F- E_ __j Q F- V F c D pa � r co co Y O O Cn a o O rn N U 0 O 0 I= LU En W LU CC 0 U U , T7 Q co .� B LU DRAWING NO. SHEET 9 OF PROJECT: F: \2006 \2006 -0102 - Midwest ISO - Carmel - Lauth Property Group \ENGINEERING \DRAWINGS TITLE: DWG: C802 SITE DETAILS.dwg SITE DETAILS PLOTTED BY: KEVIN J. ROBERTS DATE: Thursday, August 17, 2006 11.52:55 AM A