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HomeMy WebLinkAbout05120017 Civil Construction Plans Rvc. 12/6/2005 DOCSOWNER; CARIIfEL CLAJIS0110OLS 5185 E. 131 st STREET CARMEL, INDIANA 46033 CONTACT: ROLLIN E. FARRAND, A RA Ph. (317) 815 -3962 FAX (317) 571 -4089 ENGINEER /SURVEYOR: a Architects & Engineers 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 Ph. (317) 842 -6777 FAX (317) 841 -4798 THOROUGHFARE PLAN 1 " = 20,000) • T/D Iwo rAl U �� i la�a4,uinuu5u�cad�orcnaru�tnynC gs�GS.dwy, 11/30/2005 12.:A.05 I'M. mwagner, 1'1 PROJECT DATA Project Address: 10404 ORCHARD PARK DRIVE SOUTH Project Area: 0.60 AC Additional Building Area: 8680 SOFT. INDEX SHT I DESCRIPTION w: 11 COVER SHEET C100 MAP SHEET 0 EXISTING CONDITIONS C102 DEMOLITION PLAN C200 OVERALL SITE PLAN C201 SITE PLAN C202 SITE DETAILS C203 SITE DETAILS C301 GRADING PLAN C401 LI! C402 EROSION CONTROL DETAILS C501 UTILITY PLAN C502 UTILITY PLAN DETAILS C503 UTILITY PLAN DETAILS L101 LANDSCAPE PLAN WASTE DISTRICT CANDY FELTNER (317)844-9200 (317)844-9203 CARMEL UTILITIES JOHN DUFFY 317 571 -2442 317 571 -2642 �?Wz F' CARMEL ENGINEER MIKE McBRIDE 317 571 -2441 317 571 -2439 0o HAMILTON CO. SWCD JOHN SOUTH 317 773 -2181 317 776 -1101 N ff. Iv. 0 < a� clZ � � U 2z< o.. Q LL. •L f Y_ L U 0 J r- W11013 N C) t\Q'�� �a�w 0 00 z u R ry W Cd Q J O 0 V � � O V) CC ID W Co C) �- W Z = L L1 -+ z co M W � J << z Lu W C- O C =w V Q r 0� a. � O v O � 'Q O V 0 CERTJPED BY: dN oo0ar�; "9hr�Niry�9 o K C o e ° • 01 10404538 CC = sue ; STATE OF u -� %. f o °�� �S•'' D 10 P: wee e s000�S 0 n••'�C� a `9ooe v Drawn By: KKC Checked By KKC Quality Assurance: TS Scale: 0 Scale: 1' Sheet CS Date 12-06-05 Project Number 0940501 -10050 _ ■, � �':i'l;:�llil•'If =� "'.��'�:�JI '1 �.����1�■'� ,� 11 b7I- � EL: ,- a- 0, 1; 1 "01.1 F 1 _� �� ���■ pa-111 MY17 T3, ��� 711 .I = z L �7�•' Af►!!!�''... 10 III, d x'.16 '. w.■ - - I ME I F-- p � 1 ,�� �16:71il�! •\ "� � _�� G�6:%llilb7i•`!f6Ai �3 i 1, _ >^ n i.r • 3.-111 . w •J ^!, ,1111�zo �;.Nlwo THOROUGHFARE PLAN 1 " = 20,000) • T/D Iwo rAl U �� i la�a4,uinuu5u�cad�orcnaru�tnynC gs�GS.dwy, 11/30/2005 12.:A.05 I'M. mwagner, 1'1 PROJECT DATA Project Address: 10404 ORCHARD PARK DRIVE SOUTH Project Area: 0.60 AC Additional Building Area: 8680 SOFT. INDEX SHT I DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS C102 DEMOLITION PLAN C200 OVERALL SITE PLAN C201 SITE PLAN C202 SITE DETAILS C203 SITE DETAILS C301 GRADING PLAN C401 EROSION CONTROL PLAN C402 EROSION CONTROL DETAILS C501 UTILITY PLAN C502 UTILITY PLAN DETAILS C503 UTILITY PLAN DETAILS L101 LANDSCAPE PLAN BENCHMARKS BENCHMARK - REFERENCE: FINISH FLOOR AT MAIN ENTRANCE TO SCHOOL. ELEVATION REFERENCED FROM "RENOVATION OF AND ADDITION TO ORCHARD PARK ELEMENTARY SCHOOL' BY EVERETT I. BROWN CO. DATED MARCH 30 1990 PROJECT NUMBER 891 -020 SHEET NO. C2 -2 OF 4, PROJECT RECbRD DRAWING. ELEV.: 813.42 SITE BM.: CONTROL POINT MAG NAIL SET (CONTROL POINT X100), LOCATED 3 FEET SOUTH OF NORTH EDGE OF WALK, 28 FEET TO EAST & SOUTH OF NORTH END OF WALK, NORTH SIDE OF NORTH PARKING LOT AND 151 FEET NORTHWEST OF NORTHWEST CORNER OF EXISTING KINDERGARTEN. ELEV.: 821.54 CONTACT CO. /PERSON FOR "HOLEY MOLEY " SAYS AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG _IT'S THE LAW CRIPE TEAM 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317 -842 -6777 FAX- 841 -4798 EXT. NO. PROJECT MGR NAME PHONE N0. fAX N0. KAREN COLLINS, PE CARMEL CLAY SCHOOLS ROLLIN FARRAND,JR. (317)815-3962 (317)571-4089 QUALITY ASSURANCE CINERGY DEAN GROVES (317)581-3052 (317)581-3031 VECTREN CHUCK SHUPPERD (317)776-5535 (317)776-5553 SBC JEFF RICE 317 252 -4274 Vl G HAMILTON CO. SURVEYOR KENT WARD 317 776 -8495 �317�252-5000 317 776 -9628 CLAY PNP REGIONAL WASTE DISTRICT CANDY FELTNER (317)844-9200 (317)844-9203 CARMEL UTILITIES JOHN DUFFY 317 571 -2442 317 571 -2642 �?Wz F' CARMEL ENGINEER MIKE McBRIDE 317 571 -2441 317 571 -2439 0o HAMILTON CO. SWCD JOHN SOUTH 317 773 -2181 317 776 -1101 N "HOLEY MOLEY " SAYS AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG _IT'S THE LAW CRIPE TEAM 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317 -842 -6777 FAX- 841 -4798 EXT. NO. PROJECT MGR AARON REYNOLDS, PE 775 PROJECT ENGR KAREN COLLINS, PE 771 PROJECT SURVEYOR MATT QUILLEN 619 QUALITY ASSURANCE TOM SCHELLENBERGER 622 DWG. TYPE I FILE NUMBER 0 a Vl G W Of � W W 0 Z U C7 W V/ z In 0 o w2< F— �?Wz F' 0Za So WUacna. (n N USzzzzzzaW -<<< QUJ_J.JI�C� • • • • • • • 0o 0) o� U I N , C) 00 N 0 < a� clZ � � U 2z< o.. Q LL. •L f Y_ L U 0 J r- 0 r N C) t\Q'�� �a�w 0 00 z u R ry W Cd Q J O 0 V � � O V) CC ID W Co C) �- W Z = L L1 -+ z co M W � J << z Lu W C- O C =w V Q r 0� a. � O v O � 'Q O V 0 CERTJPED BY: dN oo0ar�; "9hr�Niry�9 o K C o e ° • 01 10404538 CC = sue ; STATE OF u -� %. f o °�� �S•'' D 10 P: wee e s000�S 0 n••'�C� a `9ooe v Drawn By: KKC Checked By KKC Quality Assurance: TS Scale: 0 Scale: 1' Sheet CS Date 12-06-05 Project Number 0940501 -10050 I . . - . - , I . � . . . . . . . � I . . . . . . I . . . . I . - . . . . . . � . . . , . . . . . . . � . . . I . � . . . ., . . .. . I . � . . . . . . . . .1 - .. . ., . . . .., . -�. . . - . ... . .. - . . . � . � : . . ­ , , . , : , , , - ., - . . 1. . . - . . .. . . . . ... : '.. , . . , . '.. . . . . . . .. . � .� .. . .. . . .. . . . . . - - . . . - . - , .1 .. . ., : a , ­ . � - . . .� * . � . . , . - . I .. I . . . . . . . - . . 1 . . . . I . . . - . . . .. . ., : .. - - . . � .­ . . . - ­ . . . I .. .. �.I �, . .:. � . ::: R. JI FLOOD .INS :RANGE - -� .. . _ .I .. . .. .. . . . � . .J . _. ' .. - ...:.. :.: :....:.: RATE ..... : L E D . . '. . . , I- . . ..' .- , . . . . � . .. . ... . .. . . * . - .. .. . .� ,. .f . ' . ... . .... . .i . . ., . . .- -.�� , .:� � ..- . . , . :- . . . ,, . .. . . I .. . .,, . .- . . . ... ., .. . . . ., . . . . . . . .. ._ .. .1I .. . .... . . . . . . . . . . . : . - .. :- . .- : . �.. .- . . .� ... .: : .. ­ -� ... - ..- ­ .. - ... ,.. .-- ... - �.- .,� ­ .. ­. ... ' .. .. .. .l. ... ". �. '.' ' �..: .�. .� .. .:. " ­:. .I .. .� .�. 1'. ..wm. a'. ..� ' .: ..- ." �- ,. ... P. l� '. -.. '. ... '. ". �. .. -_ .. ..- -.. .': .. .. 1. .., .. .. .: ... *.. .: .. .., .. �. :. .. .... ... .4_-. .. ... .. .. .-. .1., .. .1. .,, �.­ I.. .. ' ..'.. .' ,... .. ..- .,­­. .'''. 1:.. ....,, .... ,' ... ._. '. ... �... ..,. ... . ' .. . . � �" I I .­ .. . .. . , :, , : , . . . . . . . . . , . .: .� . .. .. . . . , . . .' ." .. . . .­ . ., . . . . � . . . , . . �, .. . , .. . � . .. _._ .. . : .. . : .. . . . ,. : .. , . -.. . . . . . .. _ .- .. ­ . . . I . I , - I .. � . . . .. ., .. - .- - I . � ,. �. . - . . , I � ... .I . :. . . : .. . ,- n, .. . . . . I. : .. . . 1 . .. - . .. .:, � ,. .- � .. . .. _ .,� : ­ ., , ,. - -- - . . - .. :* .� . .' .� ,. : . � . . .- � - - .' - -: . -: - - -- 7: . ., . :: SP.ECIAC.: FLOC7D.. .. • Coastal barrier ar -. .�. - -. - - - .. HAZARD AREAS INUNDATED eas are normally located.: within. or adjacent 'to Special Flood .. ,,. :� .' ...' .. .. .. .� -. ,,. .- ' "Areas �. ' '. z, .. ', ,.. .,.- .. -.. " " �.: "- �. '. -..- .. ". ..- ., �. ., .'. "., :,* .. .. . '. .., .: �.. -- .. �..­ .., �..., -­.. -- ..� ,� ,. "-I .. .. .' ,� �- ... .... ., .:.: .�- ..� .. ... ._: �. '.* _* ..�, �'.I :. ..I 'I ., �... ... �. ... .-,. - .*. ,...- ., . ...: .." ." .,�.. .:, ... ... ... , ::: BY: 1, 00-- YEAR::-FLOOfD....:...... , , I � . � . , * , � . ,, : . .. .. .. .. ­ , . . .: . - : ' : - ', ' '. .... �: ... :'I � - . : -'• . . . . I . . . .' �. ,. .. - . ..Hazard . . . . ., . 1 . . � � . . . .�. -� , . ­ , - . . '. . . . : '. % '. I. .- ..: .1 ,- .: ..�. .. .:. ..-. . , . . . ." .. . . . . . . � . . . . . . . . � . :. � . :. . : ., . . I . . :. , 1 . . . ' . . w - , ­ .. . . . . . .. , :-. :.ZONE A : No' base flood elevations determined '' : , . ' ' , " , - � . . .- _ .. . � �. .I :, . I .., . ' . ' I ." .. . - . . . - - . . . . � . . - . . . .. - . ' . ** ,. - '. .: ' 1. ' ... .­ ', ... ." .­' .., ... .1. _,. .- .'. .. ..' .. . I , : , . , . . * � - . : - - . - - . - . . . . . . . , .. I : I . I .: . . . � . - ­ _ - - - ' , .- .. . - . . - . '-""-. ":-Floodplain.: Boundary . . . . '.­ . - .' . . , _ . . � . . . - . . � .­ . : . � .. . ., I l_ - - . :. ' '. .. .' ' .. .. ._ -. .1 . ..." -., ...,.. . . . . - . . .I , . . . . . . . . . . , . , . . - . . . . . . I . . . : . . _. .. '7. ' XONE AE ' . -� Sase flood: elevations :deterri' ined. I ' . � . . . . : . . w . . .. . .. , " . " - - _ _I _ .­ . .. . - . . .: . . - . .. . .. . . , . . .. - ., .� . .. .d. �- .I r. ., .�. �. ... .. .,1 :.. 1. :. �*- .- ...'. .. .. . . - . . . . . .. . . .. . 1 . . . .. . . . . , . � .. . . . . . ­, .. - - . . . . - . . . , . * , . , , .: '"'""' """"' -`--- Floodwa .Bo . 1 - - . � � .. .� '' - . I - �.,- . . .. .. . . .Y: un . :.. - � , ,- - . . . . I . . . I I . 1 . . . - - . . . . - . � . . . , . . l .. *- , . - - ... - - '. .. .., .. .. .. d.. .. ..�- . .. . . . : .. . , . . ,. . . . . . . _ , I . , . . . , . I . . . . - . .. . - .. . _. - ., . - '. . ZONE AH ." Flood depths of 7 -to = 3 feet (usual( areas of .� .. . ' _ . .. .. . 1. I . . . . �. . . '. . . , .I Y . .. .. .*. .. .. ... .-,. . ..- '. ., .':. �,. .. .'­ .i.'.'- ... .,-.. ... , . .. .I . � . . . - . - . . . - . . . ­ . . . , . . . . . . .. . . . . . � - . - ". ' . . . . . ..- .. ` "-'-` '-"-"- - : Zone fl .$ounda . ry : .. :L ."- .. '. .. ., .' ._. _.� .'' _- ...._ ...' : . * . � . , . I . . - . � . . . ' . ,- I . . .. W, . 1 . . '. . � . , . . . . ponding); base: flood: elevations determined. . . . , - . . - . 1 * . . . . . .. . . - - . .1. .I. - - .. '. :.. .". .. .,.. ,' ..- .� :. '.. . . - , , I . . . . - - . - - . . I .. : � . . . . .­ . - , . . .. . . . , .I . - . . . .I . :'.: : .. . . . - .. . . . . . . I . .I . . �- . .- . . I . . - ­ - . ­ ' ' " ., .. '. ... ..� ,, .. .. .. .. ,.. '- I.- ..­ . .. . , . , ­� , . . . . - .. . . . . . . - -. .. . .. . ." . . - I - -. -� � � : . . . . 1 . : . ., . . . . :. - ZONE AO . : :, Flo ` = . .- * .. I . : . ­ - . . I '. � � .� ., F . od : depths: of 1 to 3 . feet (usualf � sheet :: . . . . .'. . . . . . . :- - � . . .­ . . -_ . .I . ."1..: ... - ­ . .. .1 , � Y� , I . . . . . . . ., ' -: - : flow. :; on_,loping. terrain); :average depths �' ". ', .. .-. .. 1. ., -' -. ,... .' .. 1. ::., �_. -. ,-:.. "... ...' . . - ., . , . ., 1. . _ . .. 1 I . . - . . . - .I ', .- :. Bounda.ry:.. Dividin 5 ecial Flood : - g P Hazard . . ..: Zones, :and a3.oundary: Dividing Areas .of Qif .. , , , , .:. . '. ,, :..� . . . _ .. . . .. . . I I . , I . . , , .. . - , . , . : . - � : . . : determined: For .areas of alluvial .fan flooding, - . . :. ., . ' .. .. :. .1 1.� .. :.. I.. . . . . . . * , _ ...- :_ f, .nt. Coastai'. Base: Flood Elevations : lA/ithi+i . .�.,. .. .. . . , .. . . . : * . : , . . . - .� ., - � .. 1 . . . . . - velocities also - determined. . - - ., . . . . , �, " : , . : .. . . .� .. - . , . . . - .- ., - . . . . .I ­ . .. - - " �.­ .. :- _. .I ... .. -. ., . . ­ , . . _. . . ,­ . . .. _ S ecial Fiood'.Hazard : Zones* , . . . e . . . . . . .. . . . . . . . _ . . . . I 1 2 - � " ' . - e : " , - .:, . . . � . . . . : . , . � 1. � . . ., :. - :.- ', .. .. .I -. ._ .' ., ... .. a.­ .-,, ..: . . , . . . . . . � .. . . - . .- .:. - . 1 . � . - - I .I ­. . .� . . ..' . - 1 .. . I . .I I _ . . .: . . . . - .. . . . . . 1 . . . .. , . I , . .- .I . .- . . ." .ZONE: A 9 . . . . I 9 .. . ::. Tci be . protected :from 100- year:: flood by ::. . .' . . . � . . . - ­ .. ..­ .. .* . - , ... ' .- e. :' .. .. .. ­. �I�- ..._. ­�.. , - I , , � . . , . , . . - . . .- I :. 1 . I . . . . . . . - .. -- ­ ­ ­ . - . I - .. I . - . . . . - i - ""..�^^ 513 - ...,.� - Base . � ".. Flood: Elevation Line, Eieyat+on -:in Feet *' , . * ­I �' . '. :_ .. ... .. ':, 1'.I _:, . . . . .� . . .. .! . . . , . .. .' . � . .. . . . .* . . : . , .. - Federal flood protection system `under con- ., . .- . . .� d .. . , : - . . : , .. , . ­ i ' . : ... , . : .::struction; no. base :flood . elevations- deter . . - . .- - '. , , : �- .. ... ..� '- .. '. -:. '.- ', ... . - . . . . , . , ., I .� � . . . , .- * . _ . r , . . . . . .: . . . . . . � . . - . . *� -, , ' . . . . . . .. 1 . , , - . . . , .1 ..'. . . . : I O. .. ,. , .. I . . " : ' " . . - . - . . A A . . Cross' Section Line. - : - - - - II '. ., ' -. .. .. - ,, -. .. .,.. ,: ... �_. '. -. I . , . . . . . � . .. .. . . . . . . ... . - mined,-;. : .- ,,. . :.: 1. . I. . . . _ : - .. . I . ,. . _. .,.: . . : : . . . . , . . : . . . , : � .. . , . - I . . . . I . .. . . .. . : - -, . .: . � . , ' . .. , � - ­ . - . -. , ­ . ' .: : . ., .. , .'., ­. . : "ZONE. u .: .Coastal flood .with veloci � fiaz .' - -a e . . . . ' . . : _ .'. - . , .. .. ' ' ,­.. .. h' (w .v.. .� .. .. ' ... :'_ ... .1. ._' .1. .. .. ,:.. :.: �: ­. .... ,. .' .�.. .... _.. - . . . . . . I I . . ,. ._ . I . . . , .- .- , . : , _ - I . .' .� . . . . - . . . , . . . . _ ., � _ . - . . .: . , . � . . . . . '. ' , .' . . ­ . - . . . . . . � . - - " . - , .. - .. . - . . . _ . � . . ' . . . .' 23 .. 23 - Transett tine - - . .� . . '. - - . :. - . - - - .. .'. ... .. .., ... .. .... r­ ... .. 1._ :_ ._!,_. .. .'.. -..: :.. -.,:: . a* .:. - -' , _ . *. I , . . action); no ,base ;flood .elevations. determined � , , * - - . . . * . . . . - .� " ,:, '.. 1. . , . * ., , , , : : . * . I . , . - :. . , . I - - I . . I : : . � . . . - . . .. . .� . . . - - - . . ., . ' �. . � .. � , . . .. . I * . . 'I .. ' . . ' . � -, . .- ' . ' . ' ' ' .. ' ' �, .... :. .. ,. ­.� .... ... .., ... :. .. .e� ..� ...., : . . . . - � I � .. :. , : .. . , . . .. .. - . . . . , * * - .. . _ . . , q. .: . . . - - � ­ � .- - . , . .- .. ... . .' . .. . - . 1 .. .. �:, ', '. :- ­e '% '�. .-,. :'- . .. . -' , . . . _. . . * . . , 1 . ' . ' ' ' ' ' ' .. ( . :987j ..Base: flood :Elevation m: Feet Where .Uniforr' , : - ' ' " '.� *. e. .': .. ..,, ,_... . . . . , : - . - .. .. . . _. . . . . _ . .� . . . . - .. . . � _ . ' . . . * . :ZONE 1/E Coastal =flood with velocity hazard (wave . � I - , , , '­ .. ...- -. :.. '_.. , , . , . . ­ - . . . . . � , .. . , , . I . . : . . . w + din Zane *' . � . : 1 . . . � , . . . . . '.I ' : . , , , , . . . � . ­ . . , ­ 1 I . I . :- '� .... -I- ..X. '. ..­ ." .. . . . . . . , . . . I . I .. � . . . . ... . . 1. . . . . � . . . . .­ . . . . . .. � . . . . . , act ion);, base'.Pood elevations determined ..,. I . . . � .- . . I . . . ' , I .. . . . . , . , . . . . '.'.. .­ ..: .- ..- .- .­ .. .. .� ..- .'1 ... �_._'. ," - . ,, . . ­. - . � . . . - . - . . - - - - - . . ' , . RM7 X Elevation Reference Mark ` . , . � . �- . . . I . . . I -I - . .. . . .. -., .,. .. ... �� ­, .- ., .- ... .... *1 . . I . . e ., ., . �. . . .. ., . I . . . .. . ,. - . .. � , . ., . . ,: 1 - . .. I . . .. � I . . : . . . .. . . . I . . . :. * :*. . - . . �- . . . . 1 -., I . ., . , , . . . . . . . . .. . , * , .. :.' :.- .- .*., .I ., 1. ..- �. -I .. .' e.. .­- :. '., �" 1. ... ...' '.- . ., . 1 . . . . . . .. ..:- . . . . . . ,I . _ .. . . . . . . . .. .� .. . . . . . I . . , . .I . - . . . ._. . . : . , - . �� :. . . _ . . . . . . . - : . . �'M1 b :River Mile . . _1 - . e ' . - . . . . . � . ' . . �. . . '.. ' . - . _.I I - ..... .. ., ., .,, _. .. ..- .-_ .. .. ..- -.I .." .�;.I ..�. � , , , . _ . . . . FLOODWAY. AREAS IN ZONE :AE ' ., ' . .. ' ... ..... ::. ::. .. " ' ' ' '�.. . 1 * . .. . .... . • .. . - 1 :..- .. . - . . , . . - . , I . - . . . . . . ..' . :. . :- : .- -1 . . . I. ... .­. . .... : . , - '' '- .:� _. :..� �.: :..�-. '... .. e.. ... .. -. .� ,...., .- -.- ,.- 4.': .I ... . . , , . . . . . . . . I 1 � . .­ . .. , . � , . . - ­ - . , d .*. . " " . .- - . . . . . - ' ". . . -„ fe . '. .. . . .. . rence o . e at,o nal.: Geodetic .Vertical Datum. of.1929 .. :: .- . . . . 1 . . . . ., .. � ., . � . .. - . . . .7 ­. � . . .. �.:. .. .' ., .: ' .� : . . - - -.- -, .. ` ..' .. .- ..� -., .. .. ,. ... ..." ... ,- *, .' .. ..* .. ",.� .- �.. :.!e . . , . _3�z.� �.. . , } {`", :-­. '....:, . . . .. . . � �. . .. . * . : : : .e . � , , , , ., - I 1..- � I - - I I . . . . - , _ � . - . . - : - - - - , '.- � * "' _ . ' " ­ % :OTHER FLOOD :.AREAS '� ' ... *.I . .., .. -.. .. -. ... ..1, .,. ..: "..* .- .'­.. . . . .. . I , I . . . . , 1. . . . . . - _ . . . . .. - , - . . I : : , . .. . .: : . � .. . . . ', . . .' . - . . , .- . I . . I ' - _ ., � . . . ' . e . . I ,. 'I . , , .. . ' I . ­ ' * , .. , . .. , * . - I MAP REPOSITORY - :. ..- -.­ ' ' .,.� ' ' �.1 ,. ­' .� .-.... 1'. "._: .. :� �1 .: .� _, .-. .... ,.- '.._* ... .I. - . . . ., . . . . , . . . . . . . . . . . .. . . . ., , . . ,­ ... , -` :.'. ­. ' 6. ..- .1. .. .�- :. .. '.q. .. �.- ...� . . . I .: . . �, .: . . . e . ., . . .. 2.: �. . � . . . .. . . . � . . . . e ­. ,. - . ' . I . . ZONE :.. -Areas . 500 -year. flood; .• areas of 100-. ear �. ­ 1I . - .: . . .. ­ . .. ' .. .I Y .'., ... .- .' ,,. ..'.: .I .. . . . . . . . . .� . . . . . I . . .e . .� . � . * * , . , I , I. I - . , . . .. :I , . . - . . .. . - , � : ', ,. � . .lI .-. .. : :. . Refer to: Repository: Listing . on Ma Index - .. p ". ' � ..- I.. .' .. .� ., .: ..I . . . . . e .: I . - . . : , � . . . . .. - .- . .� . . . ., . . .-.. . . .. :. . . ­ * �' , , - flood with ::average: deppths of less than 1: foot '., ., ' ,. .e .­1 �. �: .,. , . I . , . I . . o . . . . . . . . . . . . . . ., . . . . I . . 7, � , 1 . . ... .e .- . , �. : .. - I.. - ,' ' _. .. .:I .., ., ..". -:- .., ..I .. ..� ':, ...:. ,.. -.. ."� ...I. I . . �, . . � . � .- . : . -: . . .­ -.. . � . . . . . . I . . . . . . . . - . , I , , , , - .- . . . . ­- :' . . * ­ ­- ­ e- . .. or:with - drainage: areas less than - Y :square .mile, 1 .. . _ . - ., * . . . . . - - � . . - . . - : e,. ' - - ' '- ' ' . - ' ­.. ., '. .. ", ., ... _. 1. .. .�� -.. "- .. .. ., :.� ,.. .I -:- .- .... e*. �,. _. :.-. I :. * , , . - - , * - - . : . . . :. ._. .. . : . . , . , , - :and :areas protected by: levees :from:.100 =year .. ' . ':. ... - -­ ,, -. .. ... :e_ , . � . . . . ­ , , . , . ' I * - . � : EFFECTIVE :DATE OF: COUNTYWIDE: - * I - .I " ' - ..� '-- . . : - , . . , . : . . : . .. . . .. . � ,. . . - - I : ., . , flood . . . 1..- . - *. . oI . . - . .� ��. ".. r.. ... .� 1. ­...:. . .. . - I .. . . .I. I - : .'. -I - . I . .� ... . .- . . . . .FLOOD'.INSURANCE . RATE MAP . -. - - ' ' . .I , . . ., - - . . . . . ' :- . .� ...I .. ,". 1' .'. ­..I ­. .. .-:. , I ....... .. - - - .� .. 7.. ., :. ..,­ I .� . . . � � , - . . .- . . - . . . . _ . . . . . ., . .- - - .r, �, .. . - . :. I . .I , . . . . � . ­ . - . . . . .: - _ . . .. .._. , ."­ . ..: I.. ., ,­ .. .n. .. ..I .. I. ..�. :,.- . . � . . . - . , . . - * . , - * , .. .. . I . . . . 1 .� - ,* - .. . I 1. . . .I ., �. . � . . . , . - . . . . . ... . . FEBRUA RV :19.2003. .:. , � , .. ' . �, . --. . .' ". ­ . -*I ..- .. ' ', '".., ­'. .. .. ., . . . . . . . . . . . . e.- ., . [-. 7 - .. :". --I .. �. .. .. . . .. .. . . . ... ... . .� ., .... . . ,. .- .. .. OTHER. AREAS - * . . 1 1 .I . - - - . , . , - . .. . . . . . : .­ ". :. .�_ .. -.. .. .'-. - .. ..1 ­�:­ . .. . . �_ ,. . I . . . �. . .. . . .- . . .., ,.' .. . . .� �I . .. . .. . .. � , �-.. ,. .. . , . , , ., ... 1. , . . _ . ..�' . . . � . .. r - -: I . .- . e 1 . . .. ­ % ­ . -. � - - -. ._. .. .... !,. ,.. ­. '.. '. .' -' .. .... .. .... .1. .. .. ,..' ... .. ., .. . . ­ . . . . . 1. I - , 1 . - . : . : I . - . e . . .. ' -.- - - - . - . - . . �- .�.. ­. .­ ... * :- , .- , - ,' . - ' ' . . . ' ZONE X Areas determined to .. . - ' . be outside 500 year : ... :.. '.1 " .e .. .. ,. .. ... ...... ­..., �- *. - � - . , � . , , . , . I . . - , . . . . . . .- . . . . - : : . :EFFECTIVE .. (S) DF; REYISION(S) TO: :THIS :PANEL.. - r . . . . ' ' '- 'I '- : - ­ . :, . � � , � _ � _ : - ... '- " . - - :- . '. ... .1. ., ....... .. ..- '. :.- ., ..- .-,. I.,..- ,... : - . - . . . . . * . . . : . . .- .. . .. � . �. .flood pJain. .: . . . , . , . e � % .. . . ., , . ­ . � _ ", . �- . e .. . :. . , , - - :.. ­. .� .. � :.� ... .. .. .. '- ... _. . . . . . . . .: , . . . , . . .. .. . . . . . 1. �. , . . . I- . . � . * , ­- * ., * . .. . . . ., . .. .* -. � .. � . - .. � . . " .. .. ' ' .. ..1 ,. _- .. .,. _� !1, ..L.', .. . . . : - *: . . . ., . - . . � . * , . : - . ­ . ., - : ­ - . : , - . - - ZONE .D :.'Areas in .which; flood Nazar d ' ' ds are u r - 7 '. ... 1.- I... ,�4". ... ... .... .1.. .... ...-. � ,� . . :. , , .. 1 , . . . . . . . . e .. * .­ .* : - . . - . . -.- . : . - . . .:. . .. . . � , I , :, . � 1 " .' . .. . � - . .. - . . . ­ I . .. - : - . .I . . -. .� - . . - , " 1�- ... , .­­. ..I .".': _, .- : .�. ..: o, 4- .. .. ,. . . . .. . I . . � .. .. .. .� . . ­. . . . ..... . .� � . ... .'. ,. p. ., ­. . .. � .� mired but ossible. :. - . ,, I , I 1 , .I- * I * . , . , .. .I � . . . �I . ... -.. , . .. . - : . . .- . .. : . . - - - :' - .: w, . . . - ­I - - ' .. _* -. ,.0.. -.. .%. .. ...!: .�-.- ... ., 7. . . . , . . . . . . , , . . : , . . .. : . I - I . . . : . . - . .., . . . . . . - - . . . . 4 , - � . . . ­ �- :. , _. _: . . - .. - , .. , - � . .­. - . ­- _.. 1. . . : ., . .. . - , , . , . . ..-. . . I � . ,. .- -. - ' ' - - . _.­. .I— .... .. ..* .. -.� .e '.�. .'.., .., J.. _..' ..I ..I -'. ..­ .. :,... - " .,.. .. .-, .'�I ... .. ...' :. '' .- .... .�.- : ... �...- - ._:. .. ..1 ' . . ..: .. . , � , . , . - . . - . . I . - . . . . . - � , . . . . - . . - � - , . L . . . . , :. , . . . . . . . .. ..- . . - . . _. . , - * l ., . - - - ' ' '. . . - _: " ' � . . - , I . . - , ' ..- UNDEVELOPt�D :COASTAL .BARRIERS' .. , . . 1 . . , , .. . : . . .. . . � 1. : : . , . .­ . .. . . . . e. . . . ., . . I . . I . 1 . . . . . : . ..,. .'_� .. .- .. � - � 1. ­ . . .* . . . . . � .` � . � . . . _ ��. _ - ' .. .. ­.. :6.I _.., ..... ...." ..'... .� .�. �., .* ... ... :.., _.. . .... .. : _..I .. 1� e. ... .� . . . * , � . . . _ . . . .- . . 1 . . - . , � . . - ., . �.. e . . . . � .,. , - 1 : . . . -­ . . . . . . � .. . . .. .- - . . - . . . -: , , , , - . " _ _'. , , ,. ­ . . .. , . ' . : � :. ., - .,, ! , . . . .- - ... : 1. . , , ,. . -, ..- . . :. , . . . _ . . .. .. ..- . . .. .. . .. . - . ' . , - . . .L ..- . _ , � . .� . , ... . . � � : . '­ - .. . .­- I ._ . - _ � . - .. I - . .�.- . . .. . . .. . � . :'� - . . . .. . . . .. � . . . �.. . . . - * I .. .- .- - _... �- .w - ..... -' .:- t1I ,.. .... ."­­ .�_ �'�. .". .... .... ".i ..., .. :� **. I .1. .. ., I. .. .- .. .... �..... 1� .. - -.. ­..� ... , .` .: .. . . . . .- , , . ­� .. . . . .. .. - . . .: I .. . - . : . . .. - .. . � . .. . ­ . - . ..'. .: - . . � , . ,. .: .� ' . . ­ ' ' . . . . . , " , . . - ­ . - , ­ I I . . * e . . : � : - . . . .. .. - . � - .." ' :.:For. . e . . . . . \ . .. � � � . . . ... �:. ' - I\1 .: '� ..,�, .'. _.. '..- .�. I.. .' .. 1_ .. ,. .. .-. .. ._. _.- .. ..... _. .: '­. - . . . . . . . . �. : . , . .M - - . - - . - . - . . .- .I . * - . . .-_* . . � . , .. . . . . . _ . � . - - - . - . � .. .' . - .:. .- . I , - . - - - - � . . : . . _ . I . ,.. . . . . . , . . . I .. - . . . . : . : . -- . . . . . _ . . _ _ .- : - . . ' . . . .` . . . ­. . � . communi . :. ty map . revision history prior to*-count :. +de . ma in _' .. count y pp. 9 refer to the . : Corn u ... . . ... m History: -.. - - ' ,.. .i. .. ". .. . . 1 , - I. . I . . - . . I I - . . � :. ' ' I, '' n+ty table : located. in : the Flood :In . � . surance Study: report for this. • ' ' ' .: ..:' .-� .. . . . . . . I . � . . ­ . : . . . . Identified :. Identified : - Otherwise - . � , ' .. .. ,. .. 1� ... .. -�e. -.. :. ­ 1 . . . .- . . I . . .. . , ; jurisdiction - . . . . 1 . . I . 1. , - .. , . : 1 . - 1 , .- * '� . . : . . * . � , . - . - - . - . . . . - . . - , - - ..:. "_� .,. '.. :.-. ..­ ... .. 0. �-1. '. .. .. .. , .:' . , . . * . . _. . , ..1983 :1990 or.tater :. Rr4tected Areas . . .- . .I . . : , . . . . . ­ . . . . I * . . : , �. - -. '- ' �.�.I .. .,. ..:- .4'I � � � _ . 1 . . . . e _. . . . .. . .- . . . . . - - ,- . - . . . . - . . - . .� - * . , : . .. Jo .- .determine . if. flood .insurance is . I available .in this. community ;.contact your :;: . '. ..... ... ..: .... .-.I .-.. '.. ... ... ... - .-� I.I .. ,' ,,. .' . . . . . . . 1 . - . . - � � . . . .. ... ' ­ . I . . . _ . Identified I e. '. - - : . . . . ........ .. . ......'. . - . .. . . . I. ... .. . . . . .. � . . . - . . .. 1991: or Later - . - ' . ' - - ..� ... ... ._. ..- :.. .. .:. .. .1 ., ... 1� .- .-- .. .. ., . . . . . insurance agent or'calt the.'NationaT 'Flood lnsurancei Program at (800) 638 -6620: , -. . . - I .- - .. �. - . . . . . . .. , - e . - . . ., , . .. . . ' ' . ­- - , . . ­ . . . .. - - . 1 . . I - , * : 1 . . . . FIRM FLOOD INSURANCE RATE MAP SCALE: 1 " = 500' FIRM MAP # 18057CO209F FEB. 191 2003 SOILS MAP SCALE: 1 to = 200' SOIL INFORMATION SOIL TYPE I SOIL DESCRIPTION Br BROOKSTON -SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 to 3 PERCENT SLOPES MmB2 MIAMI SILT LOAM, 2 to 6 PERCENT SLOPES, ERODED MmC2 MIAMI SILT LOAM, 6 to T 2 PERCENT SLOPES, ERODED U.11 ii 4KW4W 1 \1 UU5U"MorcnafolLngrlGc AERIAL MAP SCALE: 1 to = 200' USGS QUADRANGLE MAP CARMEL SCALE: 1 to = 2000' ML; IUU.tlwg, 11 /JU11UUb 11:;15.3/ NM, mwagner, 1:1 d", '�D OO o��D �- P QQ' < MINI BARN FOUND #5 REBAR BENT FOUND #5 REBAR OVERHEAD UTILITIES STOP AT THIS POLE. THERE IS A DROP FOR UNDERGROUND UTILITY ON THIS POLE. 0 (b 2� —E C _ - - CTV /T —E L -" /CTV /T -- -- E /CTV /T C.L CTV /T — ,< TV /T / `/T 6'UTILITY IP PER PAT FOUND REBAR 2g 6'UTILITY STRIP P ' O WITH OLD WEIHE _� �--. ��-- -�- P P T / ♦ ` \� CAP 3 � 828 f� / 24' AC / '— � _- 428—BUILDING SET BACK x �� 827 - m. 0� - MINI -BARN / 24' HA .T x 824 f� SITE TEMPORARY BENCHMARK- / /' GRASS � 825 CONNTROL POINT -MAG NAIL SET / _� �� ____ -- 823 ?,�'� HAC (CP# 100) / � 5 O 822 FOUND s REBAR / R; / �' �— - CD 2N, 4 '' ��� �— K Q) g x821 N �� 819 2 /� <b2° x 821 — / 8.6 TE `� 2 820 Cc �ti ROOF DRAIN `G ~ °�• ���00 HAC x O X x ti 0 1 f 2 5 ROOF O.H. / 0 0 x ,1 �b 0 3 \ o 'pA x ��.' A.C. UNIT (TYP) / ELECT. SHUTOFF ���o� 816 - 2 CHAIRBACK CURB G ,/ x � V o 00 / �q \ o o / x / ti� / o / In curb — —W —� /G / c \ �`�� / / �°' 1 STORY BRICK \ ddb- -w r w W `� —w — W— —W— / ASPHALT \ /G �~ ��� KINDERGARTEN BLDG tip° — — _W — W- _W_ / 818 BUILDING HEIGHT = 14.5'f I 821 24 • H A \� 2 �' / W � tiro• \ �1 / p1 817 �~ 41\ 816 0J ELEC & TEL 818 Az, �i 0 0 0 2 x� 814 4 0 BLDG / / G 8r) its- LIN I G END F PIPE IE= 6 ow � rorO1 .15 # / 81 (0 �, h 819 cgb U ti • � H K w I i I U w I I w U i ., / x / B ECi ~ 8 x O /S,o I cF ASPHALT m / `r I 2'x2' BRIC COLUMN (TYP) / OUTFALLOOF O.H., / UNKNOWN ti co ���3 rn x STR # 1038 / CHAIRBACK CUR INLET ON 2x2 BOX I TC= 815.15' °D IE (12 'PVC -SW)= 811.95' / rn IE (4 'PVC -NW)= 812.65'± go co rri STR 1334EC-_ _ BECK _ $� �� SAN MH /4' BARRELL w /CONE / TC= 814.75' GBE BEC-' BEC-- BE IE (8'PVC -S)= 808.35' IE (6 PVC -NE)= 808.45 ± IE (4 "PVC -SE)= 808.44' x 13282 OUTFACE UNKNOWN--\ GRAS 46 S RY \ Arc STR # 1333 ?„ / CHAIRBACK CURB INLET ON 3x2 BOX TC= 814.61' \ IE (12 "PVC -SW)= 811.33' :> IE (4 'PVC -NW)= 812.45' STR #1335 /22 IE (12 "PVC -NE)= 811.48' ROUND BEEHIVE (CATCHBASI TC= 812.69' `b~ o IE (18 "RCP -S)= 809.29' �'- IE (12 'PVC -NW)= 809.84' IE (15 "RCP -NE)= 809.29' \BTM EL= 808.9'± OUTFALL UNKNOWN 12 1 81 2 \ S p A* 3. 6 I „ vY 3 16 �11�? S GRASS 87 1 4 3 — 813 b „� --�_ STR # 1321 x @ MH 4' BARREL w /FLAT TOP 46 STLIR C= 817.27' IE (8"PVC -SW)= 812.4'± IE (3 PVC -N) =812.4 ± IE (6 "PVC -NE)= 814.5'± STR # 1078 ROUND BEEHIVE ON 2'x2' BOX TC= 812.70' IE (8 'PVC -NW)= 811.00' IE (8 "PVC w/4 "PVC GROUTED 1� ROOF OVERHANG & BAY WINDOW (TYP) INSIDE -SE)= 811.13' 'I co ^ \ 0 coo 31 X13 `L 4" TRENCH DRAIN TC= 813.25' GRATE w /SMALL HOLES PREVENTED DETAILS \TARTING BENCHMARK = FINISH FLOOR STR # 1041 AT MAIN ENTRANCE ROUND BEEHIVE ON 2'x2' BOX TC= 812.53' IE (15 "RCP -SW)= 810.08' IE (8 'PVC- NNE)= 810.21' 1 STORY BRICK SCHOOL BLDG BUILDING HEIGHT = 15.5f 0A iV941 9400 ll1UU!)U1cad lurchardiLngrlCdsAG101.dwg, 11I3U1200512.3 1.18PNI,mwagnet. 1.1 EXISTING FEATURES LEGEND — -- �5�� --- SANITARY SEWER & MANHOLE 0 POWER POLE - STORM SEWER; END SECTION, INLET & M.H. E - - -- GUY WIRE _G - -G - -G GAS LINE ® TELEPHONE RISER -w- -w- -W WATER LINE ®0 UTILITY RISER; ELEC. & CTV - -E - -E - -E - ELECTRIC LINE (AERIAL) ( ) cT � ELECTRIC TRANSFORMER -T - -T - -T TELEPHONE LINE (AERIAL) 4-- STREET LIGHT - - CTV- -CTV- - CTV- CABLE TELEVISION (AERIAL) LIGHT POLE - - BTC- - BTC- - BTC- BURIED TELE. CABLE FLOOD LIGHT - - BEC- - BEC- - BEC- BURIED ELEC. CABLE © AIRCONDITIONING UNIT X X FENCE LINE (FNC) 4a FIRE HYDRANT - BCTV - - BCTV BURIED CABLE TV D�j dk VALVE; GAS & WATER GUARDRAIL -A- STREET SIGN D. DEED DIMENSION ® ELECTRIC MANHOLE M. MEASURED DIMENSION a) TELEPHONE MANHOLE P. PLAT DIMENSION coo SEWER CLEANOUT R. RADIUS 10 WATER METER L. ARC LENGTH '0 GAS METER FND. FOUND '0 ELECTRIC METER Q MAILBOX O DENOTES A 5/8 „ DIA. REBAR WITH YELLOW PLASTIC CAP SET. O CAP STAMPED "P.I. CRIPE, INC.” UNLESS OTHERWISE NOTED. ® h SPRINKLER HEAD moo z� FFE FINISHED FLOOR ELEVATION x SPOT GRADE C.L.F. CHAIN LINK FENCE TC TOP OF CASTING ELEVATION • IE INVERT ELEVATION FIELD WORK WAS COMPLETED ON OCTOBER 28, 2004. THE ELEVATIONS SHOWN ARE ACCURATE WITHIN THE FOLLOWING LIMITS UNLESS OTHERWISE NOTED: ELEVATIONS ON PAVEMENT, CURBS, OR OTHER HARD SURFACES, BUILDING FLOOR ELEVATIONS, MANHOLES AND OTHER STRUCTURES; ±0.05 FEET ELEVATIONS ON SOIL, GRASS OR OTHER NATURAL SURFACES; ±0.10 FEET CONTOUR LINES SHOWN ARE PLOTTED WITHIN ± ONE -HALF CONTOUR INTERVAL. NOTES: 1) NO INFORMATION ON THE BOUNDARY AND /OR EASEMENTS WERE INCLUDED AS A PART OF THIS SURVEY. 2) NO UNDERGROUND UTILITY LOCATION BY HOLEY MOLEY AND /OR PRIVATE LOCATER WAS DONE AS A PART OF THIS SURVEY. ONLY OBSERVED ABOVE GROUND EVIDENCE WAS INCLUDED. 3) THERE ARE NO APPARENT REGULATED DRAINS IN THE AREA OF THIS SURVEY. PER AVAILABLE MAPPING INFORMATION. 4) THIS AREA LIES WITHIN ZONE X AS DESIGNATED BY THE FIRM MAP NO. 18057CO209F, FOR CITY OF CARMEL, INDIANA, WITH EFFECTIVE DATE OF FEBRUARY 19, 2003. BENCHMARK, REFERENCE: FINISH FLOOR AT MAIN ENTRANCE TO SCHOOL. ELEVATION REFERENCED FROM "RENOVATION OF -AND ADDITION TO ORCHARD PARK ELEMENTARY SCHOOL" BY EVERETT 1. BROWN CO. DATED MARCH 30, 1990 PROJECT NUMBER 891 -020 SHEET NO. C2 -2 OF 4, PROJECT RECORD DRAWING. ELEV.: 813.42 SITE BIM.: CONTROL POINT MAG NAIL SET (CONTROL POINT #100), LOCATED 3 FEET SOUTH OF NORTH EDGE OF WALK, 28 FEET TO EAST & SOUTH OF NORT>•, END OF WALK, NORTH SIDE OF NORTH PARKING LOT AND 151 FEET NORTHWEST OF NORTHWEST CORNER OF EXISTING KINDERGARTEN. ELEV.: 821.54 0 a C) 0 0 w w LA z • U � w = rn z c� o LLJ UZQ�00 wNa.v�N U J z z z Q rn r- O `t N � O�Opp•N OQ� ai X z .-- •a Q M =ZQ a Q L_ •� O r, < �Q "W moo z� •a E,11 IIIJ U- f ' r�Z t •+ b - - y31 W • Q J 0 0 Q:) CO >. O Z O ¢ WO ] CN0 � Z Z W �+ Z <Q V W � o CD W 0- Z = w CO Q U� of a 5Z a' 0< W o d- U 0 CERTIFIED BY: saw� ve ip�f'J�z433 LIJ 10 STAT E 01- C Drawn Ey, KKC ChecW By: KKC Qua14 Amurance: TS Sale: 0 Scale: 1' = 20' Sheet C101 pQte ": 12-06-05 Project Number 0940501 -10050 LOT 71 \ ,S)' s n O, �y rte' �\ w-- --W -- \ \ 1 l 1 1 m 1 1 co m LOT 70 LOT 69 03 MINI BARN r=` \ \ LOT 68 LOT 67 -- E /c-ry — X -..-- =-1'�E CN /T x. -.-• -----K _ -`_ " �- _ a MIN - ARN — 3 5 ---�. /CN /T --- E /CN /T : ;, " C.t... E `7 - .,. E /CTV T / _: E/ ���6 _UTILITY 6 UTILITY STRIP PrR -PLA ,..� —T,�(P P AT N/ , L -- � _C\4 Y=-- ' BOIL iVG SET BA,">, -�PE§ PLANS � O 2-7 00 l 4 - ,�/ 825 y `_ 20 - __ _. ��, .. _ 4. -- - 823 - ; 822 ; LL_ 82 <8> 819 J" �..' '' -- _ °. .--.._ ._ _ -• — - ... —__- -_ Fes_ � � ' / % ' , ' o o...o 8 6' \jlE 20 cfl- O 8 RO RAIN (TYP) ` r `° b --° 25 ROOF O.H. `o o ._ o ° , \ x2/A.C. UNIT (lYP) �.� �.. di ELECT. SHUTOFF 81 Uj <8> 3.00 / � 2 � � 4- �'/ 1 STORY BRICK -+ • , I --� - � -� KINDERGARTEN BLDG � W— —W— -"W �9, l 818 ' / I •. � —__-��"- -�- \ oo► � _ :�= BUILDING HEIGHT = 14.5'± - - 821 \ 6 4V `L - ,� L11 U I } v R46.00' w ' e w 2 x2 0 m '� ' IfLUM ROOF I - / im 16 R .0 STR # 1038 \ y w CHAIRBACK CURQ�`INLET ON 2'x2' BOX w m TC= 815.15' IE (12 "PVC -SW)= 811.95' f I IE (4 "PVC -NW)= 812.65'± a, f A. • /� l/ \/ L D STR # 1334' 8 f SAN MH /4' BARRELL w /CONE `BED // gj%_ �� �\ TC= 814.75' BED`'`/ BE C -- B EC-' i `� co IE (8 PVC -S)= 808.35 JG ! %Tv BE i IE (6'PVC -NE)= 808.45'± D IE (4 "PVC -SE)= 808.44' OUTFALL UNKNOWN -- \ >rA r�GQ �, COO STR # 1333 CHAIRBACK CURB INLET ON 3'x2' BOX/ TC= 814.61' IE (12 "PVC -SW) =811.33' IE (4'PVC -NW)= 812.45' STR #1335 / IE (12'PVC -NE)= 811.48' °" ROUND BEEHIVE (CATCHBASI TC= 812.69' co IE (18 °RCP -S)= 809.29' IE (12'PVC- NW)= 809.84' IE (15 °RCP -NE)= 809.29' BTM EL =808.9'± / OUTFALL UNKNOWN � v �o . G• ; 18 (919 /G 15 E J BUNS TEE 14 12 ` 8 ._... 813 _ CONC STR .6 - -- `� ° --- SAN MH REL w /FLAT TOP TC= 817.27' /\ IE (8'PVC -SW)= 812.4'± / IE (3'PVC- NW) ;-B 4'± IE (6-PVC- )= 814.5' ±� 17 EXISTING SCHOOL BLD / 22 D j STR # 1078 ROUND BEEHIVE ON 2'x2' BOX TC= 812.70' ST 1041 IE (8'PVC -NW)= 811.00' ROUND BEEHIVE ON 2'x2' BOX IE (8'PVC w/4-PVC GROUTED INSIDE -SE)= 811.13' TC= 812.53' IE (15 "RCP -SW)= 810.08' IE (8 "PVC- NNE) = 810.21' N l) l l9 14WIU'W Il1Ul1t>UVG 1(A0rchar0lt nyr1Gd511;1UL dwg• 1 113WINUS 12 .J/ it NM, rtlwagoef• 1.1 GENERAL DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPUNE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE "TREES AND BUSHES" SECTION OF THE PROJECT MANUAL 10. EXISTING WATER UNES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISTING OCCUPIED BUILDINGS WILL OCCUR. 11. SILT FENCE /CONSTRUCTION LIMITS SHOULD BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 12. CONSTRUCTION FENCING SHALL BE PLACED AROUND ANY EXCAVATION WHEN CONTRACTOR NOT ON SITE. PROPOSED DEMOLITION LEGEND SF SILT FENCE TP TREE PRESERVATION CONSTRUCTION LIMITS CONSTRUCTION FENCE DEMOLITION KEY NOTES OSAW CUT AND REMOVE ASPHALT PAVEMENT. OSAW CUT AND REMOVE CONCRETE PAVEMENT AND CURB. AT CLOSEST JOINT. ODISCONNECT AND ABANDON BURIED ELECTRIC LINE IN PLACE. COORDINATE WITH UTILITY COMPANY. O4 REMOVE WATER LINE FROM BUILDING TO PAVEMENT CUT AND PLUG. 5 REMOVE FIRE HYDRANT, VALVES, AND PIPING. RESERVE HYDRANT AND VALVES FOR FUTURE USE. 6 SAW CUT, PLUG, AND GROUT ABANDONED PORTION OF WATER MAIN. TEMORARILY PLUG MAIN FOR FUTURE USE. O7 SAW CUT AND PLUG GAS LINE. ABANDON IN PLACE. COORDINATE WITH UTILITY COMPANY. OS REMOVE GAS LINE AND VALVE FROM BUILDING TO PAVEMENT CUT. ODE- ENERGIZE AND REMOVE ELECTRIC LINE TO PAVEMENT CUT. MARK END TO FACILITATE RECONNECTION. COORDINATE WITH LOCAL POWER CO. 10 REMOVE LIGHT STANDARD AND RESERVE FOR FUTURE USE. 1 1 DISCONNECT AND REMOVE BURIED ELECTRIC AND TELEPHONE LINES. <9> SAW CUT AND REMOVE STORM PIPE WHERE SHOWN. 13 REMOVE STORM PIPING. 14 REMOVE STORM STRUCTURE AND RESERVE CASTING. <3> REMOVE SANITARY MANHOLE. <8> SAW CUT AND REMOVE SANITARY PIPE WHERE SHOWN. TEMPORARILY PLUG FOR FUTURE CONNECTION. 17 REMOVE SANITARY PIPING. 18 REMOVE FENCtNCI, POSTS, Awl CASES, m@ RESERVE FOR F'U ml SSE. 19 DEMOLISH AND REMOVE EXISTING KINDERGARTEN BUILDING, FLOOR, AND FOUNDATION. 20 STRIP SOD AND TOPSOIL TO CONSTRUCTION LIMITS. RESERVE TOPSOIL FOR REPLACEMENT. aREMOVE AC UNITS <22 > REMOVE PLAYGROUND EQUIPMENT. 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 0 1-800-362-5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTIWTIES SHOULD OE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a 0 V) w � � w w � z z I— w = cn cnUO 0 Ujw�Z�� O Q J O �?NacnN N�Szzza(n LL Q Q Q 0) h 0 (V d- 0 00 .N 0 < a� w z .o- 0 Z: < Q L1_ •E_ 0f U U Q ! ! Q N W moo z W Jj mac,', Q _.i O O Z V � � O 0 Z w 0000 J H Oco p d- CL Z Z af _a ' J CL 0 z J W Qj M- O Q W W I� 0:� of D 0 U Cr. O a �o U cc 0 CERTIFIED BY: J4 40 ® Q. .�v �l-• �, _ten {�_•��-lA v rl to �,��, •'••�r'IlCiir:�''�.�, ��� Drawn By: KKC Checked By: KKC Quality Assurance: TS Scale: 0 Scale: 1' = 20' Sheet C102 POO 12 -06-05 Project Number 0940501 -10050 v si fU• titJ• tSUnIUU :)U\r:auwrcnarcnrngr\U(Js�l;lUU Owg, 17 /3U /LUUS 71.36UI HM, rnwayner, 1.4 0 :a a 0 C 0 N W W W D z_ U U W = N z O O � LLJ �Zwz�i_ Id Z U O Q J O vSzZz � -aaa <0 J J —J 00 0 0 0 CD rn t ' (V `- 0�0�0 N Q �.O 0<r- N � z V- .o- Q� � � U 0 =z< a Q •� Of to U I� Q 04 11.J 000 z M .sr Y..yS W ni )tx J p0 U) a J 0 0 � z Q) o Q w CO CL d- H W � �z Q W <o J W °z Q Q -� LIJ WCC ¢�i (=jam Of O Q oa' 'Ci U O Q O V O CERTIFIED BY: V., oo °Q.�'y�•G�ST r�� ��.•��S ov -0 10�r0538 u� o i vTpIE Of Lug so v Ito 0 1'•• -•., ins � ► o.�•• � 0� vc� Drawn %r KKC Checked By: KKC Quality Assurance: TS Scale: 0 Scale: 1' = 40' Sheet G200 Mme+ 1�•Q�-Q5 Project Number 0940501 -10050 MMMMMMMMJ BYO ep A LOT 71 t f i I f �l / PLAT t. �! • ✓ ✓'. •./ ✓\!• ••\•u.�\•wuu.V•V•IU1Vt11•yll\IU A-V1 UVVq. I !!J \I/f.NVJ J -IJ JC VM. I\1,U1111 tJ 1.1 SITE PLAN LEGEND SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7.000UPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. SITE PLAN NOTES 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 5. ALL PARKING AREAS TO BE CURBED WITH STRAIGHT CHAIRBACK OR INTEGRAL CURB AND WALK AS SHOWN. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 7. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 8. SEE SHEETS C202 FOR DETAILS REFERENCED. SITE PLAN KEYNOTE KEY NOTE DESCRIPTION OCHAIRBACK CURB AND GUTTER (SEE DETAIL PV -1) O2 ASPHALT PAVEMENT (SEE DETAIL PV -36A) O3 CONCRETE SIDEWALK (SEE DETAIL PV -16) O4 SIDEWALK /RAMP (SEE DETAIL 1 & 2, A616) O5 SEGMENTAL RETAINING WALL (SEE SHEET C203) OSAFETY HANDRAIL (SEE SHEET C203) OADA ACCESSIBLE RAMP (SEE DETAIL PV -13A) O8 HANDRAIL (SEE ARCHITECTURAL DETAILS) OCONCRETE RETAINING WALL (SEE ARCHITECTURAL DETAILS) 10 STAIRS (COORDINATE WITH ARCHITECTURAL DRAWINGS) <8> CONCRETE PAVEMENT (SEE DETAIL PV -36B) <9> CONCRETE LANDING (COORDINATE WITH ARCHITECTURAL DRAWINGS) <13 > 4' CHAIN LINK FENCE (SEE DETAIL F -14) <8> GATE ACCESS (SEE DETAIL F -16) 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE 'OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE' IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO QOVf GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a 0 w ir w Li � z U C7 w = V) z 0 Uixx O a W z U U J < 0 O O �wacna_ U J Z Z z Q �?<<<X -j -j -j C� o `t � I N 0•N Q ^� O Q t� cj:�z� -.o- �Q�U QzX a) Q h .a. CC, (10 U o :] or-- _ C14 0 Q I �Q�w O CO z Q u C r A KJ Q ._! 0 0 V � � O 0 Q W 000 � � N Z z coop) 0 d- LLJ �-+ z 13' M a' o W L1J � z L Q) o = Ld W � OU O Q o _ `- U 0 7 ED 8Y: -; Q STE �O •• o �� •:• �v 0' ° a c04 �E Q� � m r vo Drawn By: KKC Checked W. KKC Quality Assurance: TS Scale: 0 Scale: t' = 20' Sheet C201 pcte Project Number 0940501 -10050 mod TOPnAll 'r^ 11AT/%l l rrl,lnr i irini i-r 21' [50MM] SQ GATE FRAME (TYP 4 SIDES) -r- Z W W W V) V w Of CD w 0 I � "^"T CAP 18" TYP. IC TO MATCH FENCE CENT FENCE FABRIC ES, TYP. TIDE LOCK AND HARDWARE R TO SPEC. SECTION 02831 LEAR � ER END POST: 4" TYP. ACE MATERIAL AS SPECIFIED IN PLACE CONCRETE FOOTING NOTE- FABRIC AND GATE FASTENERS, HINGES, AND OTHER SUPPORTING MATERIALS, SHALL BE PROVIDED IN ACCORDANCE WITH FABRIC AND STANDARD GATE MANUFACTURERS SPECIFICATIONS FOR HEAVY DUTY INDUSTRIAL USAGE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR A/E REVIEW AND APPROVAL PRIOR TO INSTALLATION. DRAWINGS SHALL INDICATE THE FABRIC ATTACHMENT TO GATE, BRACING, HINGES, AND LOCK /HARDWARE. MAN GATE_DETA�IL C_7r� I NO SCALE 1 2" MESH, FTER WEAVING, )M SELVAGES. NOTE: REFER TO SPEC. SECTION 02831. NOTES: 1. PROVIDE HARDWARE FOR GATE LATCH, PADLOCK AND GATE HOLDBACK. 2. PROVIDE 'MUSHROOM' TYPE CENTER STOP FOR DROP BAR. ANCHOR IN 6" SQ. x 18" DEEP CONC. FOOTING. CHAIN LINK FENCE DETAIL NO SCALE 4000 P.S.I. CONCRETE WALK WITH 6X6 10/10 WIRE MESH - AT Q SLAB, PROVIDE SCORED JOINTS 5' O.C. WITH 1/2" BITUMINOUS EXPANSION JOINTS EVERY 25', BROOM FINISH CONCRETE AND PLACE ON 4' OF 93% MODIFIED COMPACTED GRANULAR SUB -BASE. EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. —\ \ 5' -0" orb0 0 0 00 6 . . . o o- Qo - - - - - -- - - - - - -- -o COMPACTED GRANULAR SUB -BASE (4' MIN.) CONCRETE WALK PV -2� NO SCALE WITH REINFORCEMENT I VARIES I — SEE SITE PLAN MIN. 4" TOP SOIL 1 4" CONCRETE ( MIN. 4" TOP SOIL ♦• y • 7, fi-=B —L LI= ; r=-t 11=- -I E I---f I'" 4" LEVELING SAND (COMPACTED) COMPACTED SUBGRADE SIDEWALK DETAIL PV-16 NO SCALE 1/8-RADIUS 1" FILL WITH JOINT SEALER �. as d d/4 L '� �4" ,. I d /10 KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT / SAWCUT 1/4" CONTROL JOINT D� °. T.b/ °.v.. CJ CONTROL JOINT JOINT SEALANT 1/2" BACKER ROD v 1/2' PREFORMED JOINT FILLER EJ EXPANSION JOINT NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. CONCRETE JOINT DETAILS PV-26 NO SCALE 6" 6" 18" Min. 1 "R T.C. ELEV. 1 "r 3" TOP SOIL a. ** BACKFILL j jI M ! T6 N 1 Co �_ 24" COMPACTED STONE BASE ** WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB,THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 ". CHAIRBACK CURB and GUTTER _1 NO SCALE DCAM 12 -01 (TYPE II) QC /QA -HMA SURFACE 9.5 mm (1' #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mn PREPARED SUBGRADE 0 #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 6' COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV-36 NO SCALE „All 4. e° 4. a° 4 40. ° °RAMP SLOPE CL (n Max. 1' PER FOOT • (n C 6 a °4 4 LAI � w�.� a N 9noN a EDGE OF PVMT RAMP SLOPE Max. 1" PER FOOT PV -13A I NO SCALE 4' -0' Min. SIDEWALK — PLAN 5' -0" Min. SECTION A -A STRAIGHT CURB 4 K ° 4 a RAMP SLOPE , ' a4 c., fMax. 1" PER FOOT v' . °4 e ° q q' ° a FACE OF TAPERED CURB AND WALK DETECTABLE WARNING SURFACE SEE INDOT DETAIL E 604 - SWCR -02 RAMP SLOPE Max. 1" PER FOOT a. 6" TAPPERED CURB AND WALK DEPRESSED CURB RAMP TERMINAL EDGE ° e 24 ". COMPACTED PER SPECI ONS 4 .. 4 a i .l11 PREPARED SUBGRADE 2" 2 6" 4000 PSI CONC. A CONCRETE SECTION V l l y!1 <11;1 -1;�U 1511J11t�U1Cdl11Uf(:11:3(Ult nylll;t]Sll;lU7 JWy, )113U(IUUb l Z :Sti 5ti NM, rnwayncr- TERMINAL EDGE 1 a a 4 24 4 '' a aka_• • COMPACTED PER SPECIFICATIONS r �! I tai ^ T- - y PREPARED SUBGRADE i IZ � CONCRETE PAVEMENT SECTIONS DI / -4R� e " "'J NO SCALE 6' 4000 PSI CONC. 6x6 10/10 WWM 9 REINFORCED CONCRETE SECTION 0 a LU IL LLI Q: YI Of •r �'' N �Ul, _: ': ; ; : ~ ":.' S' -0 "BETWEEN : ' ' `. �.`,.• •, �..�; . , .. C14 o H Z Z Ld z < 0 ,1?oacn0- '';� TRANSVERSE JOINTS,; ;Y ••••••• rn ♦• U-) I N 1 k Q n 48' -0 "BETWEEN EXPANSION JOINTS (MAX.) Q'Zr,C- . is �.. ..'� •1' '.- �t. • t.�. !t.-• i. .� . • a f., • j ,� ::.- .4 "•. , U 0 J r- I VARIES I — SEE SITE PLAN MIN. 4" TOP SOIL 1 4" CONCRETE ( MIN. 4" TOP SOIL ♦• y • 7, fi-=B —L LI= ; r=-t 11=- -I E I---f I'" 4" LEVELING SAND (COMPACTED) COMPACTED SUBGRADE SIDEWALK DETAIL PV-16 NO SCALE 1/8-RADIUS 1" FILL WITH JOINT SEALER �. as d d/4 L '� �4" ,. I d /10 KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT / SAWCUT 1/4" CONTROL JOINT D� °. T.b/ °.v.. CJ CONTROL JOINT JOINT SEALANT 1/2" BACKER ROD v 1/2' PREFORMED JOINT FILLER EJ EXPANSION JOINT NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. CONCRETE JOINT DETAILS PV-26 NO SCALE 6" 6" 18" Min. 1 "R T.C. ELEV. 1 "r 3" TOP SOIL a. ** BACKFILL j jI M ! T6 N 1 Co �_ 24" COMPACTED STONE BASE ** WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB,THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4 ". CHAIRBACK CURB and GUTTER _1 NO SCALE DCAM 12 -01 (TYPE II) QC /QA -HMA SURFACE 9.5 mm (1' #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mn PREPARED SUBGRADE 0 #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 6' COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV-36 NO SCALE „All 4. e° 4. a° 4 40. ° °RAMP SLOPE CL (n Max. 1' PER FOOT • (n C 6 a °4 4 LAI � w�.� a N 9noN a EDGE OF PVMT RAMP SLOPE Max. 1" PER FOOT PV -13A I NO SCALE 4' -0' Min. SIDEWALK — PLAN 5' -0" Min. SECTION A -A STRAIGHT CURB 4 K ° 4 a RAMP SLOPE , ' a4 c., fMax. 1" PER FOOT v' . °4 e ° q q' ° a FACE OF TAPERED CURB AND WALK DETECTABLE WARNING SURFACE SEE INDOT DETAIL E 604 - SWCR -02 RAMP SLOPE Max. 1" PER FOOT a. 6" TAPPERED CURB AND WALK DEPRESSED CURB RAMP TERMINAL EDGE ° e 24 ". COMPACTED PER SPECI ONS 4 .. 4 a i .l11 PREPARED SUBGRADE 2" 2 6" 4000 PSI CONC. A CONCRETE SECTION V l l y!1 <11;1 -1;�U 1511J11t�U1Cdl11Uf(:11:3(Ult nylll;t]Sll;lU7 JWy, )113U(IUUb l Z :Sti 5ti NM, rnwayncr- TERMINAL EDGE 1 a a 4 24 4 '' a aka_• • COMPACTED PER SPECIFICATIONS r �! I tai ^ T- - y PREPARED SUBGRADE i IZ � CONCRETE PAVEMENT SECTIONS DI / -4R� e " "'J NO SCALE 6' 4000 PSI CONC. 6x6 10/10 WWM 9 REINFORCED CONCRETE SECTION 0 a YI V) W w W Ld Z _z U 0 H W _ Wz �W<ko° �WQZ' - Q W ~ H Z Z Ld z < 0 ,1?oacn0- c=)SzzzQN -aQQ <0_J._J <iYC� ••••••• rn o d- U-) I N 00 N Q n 0 < Q'Zr,C- = Z Q Q L U 0 J r- �z I I N < W ES 03 Z I\ �J , V,• 7� C LU k�2 Cd ,r r r - •`? 3� •fit � i t W v y: L a 0 0 �- O w ° w oo �N J o Z r �Q 0 0 LLJ �o z L1.! W F= ,� = w Q 01 L3.. � o< O Q O Z o cc O CERTIFIED BY: °��'� c,C?�Jl ����'• �4/ °o® �, -a 10404538 .�� STATE 01- rL �0 Drawn By. KKC Checked By: KKC Quality Assurance: TS Scale: 0 Scale: 1' = NA' Sheet C202 Date 12 -06-05 Project Number 0940501 -10050 C L C v c Cr Q MI -33C NO SCALE 4" CAP UN HANDRAIL CONNECTION AND FOOTING PLAN BASE LEVELING PAD NOTES: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2,000 PSI± UNREINFORCED CONCRETE. 2. THE BASE FOUNDATION IS TO BE APPROVED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. STANDARD UNIT WIDTH• 18" MINI CAP UNIT WIDTH: 18" *DEPTH: 10" HEIGHT: 4" *WEIGHT: 45 LBS DEPTH: 21" HEIGHT: 8" r ,Y. y•.• fM •. *WEIGHT: 115 LBS ;' ''.. -�: f i••' t.'a...::. SLOPE CUT '' `' ! UNIT FACE 6" CRUSHED ROCK OR UNREINFORCED CONCRETE LEVELING PAD *DIMENSIONS & WEIGHT MAY VARY BY REGION STD UNIT BASE PAD ISOMETRIC STANDARD UNIT AND SYSTEM NOTES: 1, DIMENSIONS & WEIGHT MAY VARY BY REGION 2. WALL DESIGN AND LEVELING PAD TO BE APPROVED BY THE MANUFACTURER PRIOR TO INSTALLATION, 3. COLOR AND BLOCK SPLIT TO BE DETERMINED BY OWNER AND ARCHITECT. 4, WHERE GEOGRID IS REQUIRED, TOP LAYER TO BE A MINIMUM OF 30' BELOW FINISH GRADE i HANDRAIL II -61 MIN. LOW PERMEABLE SOIL NIT CORE FILL 3/4" CRUSHED OCK OR STONE) PERFORATED DRAIN PIPE UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD STANDARD UNIT - 1" MINIMUM SETBACK PER UNIT ►,l "Zo TYPICAL GRAVITY WALL SECTION NO SCALE NO SCALE A' 4 ' .1 d d " � 8 ' a• a a d• STANDARD ELEVATION 21 "± NO SCALE 18" STANDARD PLAN STANDARD UNIT 2— 4" CAP UNITS O R 1 — 8" CAP UNIT --` NO SCALE 4" CAP UNIT 8" STANDARD UNIT TOP OF WALL STEPS A d' 6" CRUSHED ROCK OR UNREINFORCED CONCRETE LEVELING PAD ELEVATION I— 21" I 8" STEP SECTION LEVELING PAD AO NO SCALE HANDRAIL FOOTING PLAN MI -33B NO SCALE 41/n Al 111 /IAII Ill nAII 1\1/x[• AMM I net r MI -61 I NO SCALE RAIL DETAIL PROPOSED HANDRAIL POST EXPANSION JOINT 1/2" COMPRESSIBLE JOINT FILLER AND POLYURETHANE TRAFFIC GRADE SEALANT MODULAR RETAINING WALL i I EXPANSION JOINT BC (TYPICAL) FUTURE CONCRETE WALK MI-33A I NO SCALE PROPOSED 1 1/2" HANDRAIL POST SEE DETAIL MI -336 PROPOSED TOP OF HEADWALL ELEVATION (SEE PLANS) MODULAR RETAINING WALL HANDRAIL CONNECTION u % 1vv%v,r:w n mu: uicamorcrwant nynLos�k zo/ owg, i Irjui[uu5 ie sa 14 Hm. mwayner, 1.1 O a C O N W Of CE W w Z WU C9 t- Z W UZ o � LL j < Z w z F_ U Z Q J O WC�acnW U S Z Z Z Q N -aaa X QUJJJ C9 • • • • • • • 00 rn t\ O L N `- Q Co N Q O Q O:f Z ,n- Q � L. � � U 0 = Z Q � Q LL_ •,` 0:�u U 0 _j � Q Q N L1J — d- moo `,C A W Ckd vy, T L Q J 0 O V � � t� O _ O° ac w 00 W Q > CV J �Z .W2r W _ Lj QZ 0 Z � cc =w D.. o< W o Q o U cER Eo BY: . Si E u s °. :33 ` Si,4iE OF rr r t m •' Drawn By. KKC Checked By: KKC Quality Assurance: TS Scale: 0 Scale: 1' = NA' Sheet C203 Date Project Numw 0940501 -10050 LOT soC',� -4 TC= 814.75' S X11 W 1 3 fn"(` 1 rr�� rWr� 1'• 1 Go cm 1 i C3 t O: 119941945011 10050 1cad1orchardT- ngdGds1C301.dwg, 11/30/2005 5:20:18 PM, kcoUins, 4.4 GRADING PLAN LEGEND PROPOSED CONSTRUCTION PROPOSED PAVEMENT SPOT GRADE xl800,00 PROPOSED GROUND SPOT GRADE 99,90 MATCH EXISTING GRADE X111= PROPOSED TOP OF CURB GRADE C 800,00 PROPOSED GUTTER GRADE G 799.50 PROPOSED TOP OF CASTING ITC 800.50 PROPOSED INVERT ELEVATION IE 800,06 TOP OF WALL GRADE DW 816.00 BOTTOM OF WALL GRADE 8W 812.0-01 PROPOSED 1 R. CONTOUR PROPOSED INDEX CONTOUR PROPOSED DRAINAGE FLOW ARROW (DIRECTION) PROPOSED DRAINAGE FLOW ARROW WITH GRADE HIGH POINT LOW POINT FINISHED FLOOR ELEVATION 01 a 1.00% H.P. LP. F.F.E. =800.0 GRADING NOTES, 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNERS REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 7. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. * SANITARY CLEANOUTS LOCATED IN PAVED AREAS TO BE GRADED FLUSH WITH PAVEMENT. 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE.WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. a c, 0 V) w w w � z_ U U z _ w z M Q z a -- �zwz�`'i U Q J O wU F-W(n v::)) V) U 5 z z z Q N - 000Or- Q UJJJF -C� • t • • • • • 00 rn t\ o d- Lo I CV 0 00 •N OQ(� a� ry z� - .o- =zQ a Q of V U O� Q I t\QNW o00 z^ to Q -r. � t � "i �, ,g x' •C W �< CO -R U 2 Q _J 0 0 F- 00 O o V) CC. Z Q 00 Ld 00 i�j >N J Z coo') o d- LL1 z o LLI = dLLI C:j - C N =w W �� d. O U � O � Q � O V O CERTIFIED BY: r� ;Gz;OZ1538 P EOF O ke Drawn By: KKC Checked By. KKC Quality Assurance: TS Scale: 0 Scale: 1' = 20' Sheet C301 Pate j2-06 {Q� Project Number 0940501 -10050 0 rt co 1 1 l U Cn 0 1 LOT 70 LOT 69 � MIN! BARN r`' LOT 68 LOT 67 74. L >( 35 C` "`.-.— -5_ _ x�"'�— ---- -� _' "C.L.F. "_ _" _ �. MIN — ARN LOT 71 - .�_ 0 � 6 UTILIT) STRIP PE r 6'UTILITY kl_ -- ---- -to • • • N _ !. ;\ A�INiN • ... i-•.. ♦ ♦ `r". ,try .t. / _ �'~ • • + •/ ♦ ,mss ti • • + + � / ♦ • • ♦ ♦ + • �_ r-- •. ^--•; / .t • ♦ - ^•♦ �i ♦ • • %` - �` _ .rte` � • ♦ ♦ • + _v_•_ +--'-i ♦ + ♦ + ♦ / ♦ • • ♦ _.X_._�. - --w + + • ♦ • /, / • �3♦-'..•.. �� • ♦ .r + V �+ / „•�' .,� ''� • • • ♦ •/ . -•�`.i • + , / • • • +,...�. ---• -.• ^_� + d / • ♦ + ♦ • _ • • \ r • • • /' ` 1, ., -0 ENV . ' .813 «O IN LEGEND PROPOSED EROSION CONTROL FILTER FABRIC (SEE DETAIL EC -24) FABRIC INLET BARRIER (SEE DETAIL EC -8A) 0 ©ail© SWALE SEDIMENT BARRIER (SEE DETAIL EC -5) PERMANENT SEEDING WITH EROSION / CONTROL BLANKET (SEE DETAIL EC -17) • PERMANENT SEEDING WITH MULCH • • SEE SCHEDULE ON C 402. SF SILT FENCE BARRIER (SEE DETAIL EC -2) TP — FENCING FOR TREE PRESERVATION �■ — CONSTRUCTION LIMITS / FENCING CONSTRUCTION ENTRANCE (SEE DETAIL EC -30) EROSION CONTROL NOTES 1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C402 FOR EROSION CONTROL DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 0 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. i Uwy, i uauizuuu if 4u uo rm. i!iw.jyuu'i, 1-9 0 c 0 W LLJ a! LLJ W w D z O WU I- W _ W Z c� O �w QZ�Q �?wZ�~ V O Q _<J ZW) O �W0(LWQ. V) W = J a 0 0 Z 0SaaaQ�' Q U _.J J -1 V1 0 `t u7 i N `- 0 00 N 0QI� cr,z C N—/ L 0 r z Q Q ClIf U U 0 Q I LLJ 0 00 z to W Cd _ b?2 Q 4. iL J V Z co Q) :3 W 000 >N 0 C1' d(0- Z Ll.l � Z z W 0 ' < 0 z 0 W 0- Z =1,4 LLJ C!) a' 0 U cr— n d- W Cr o Q j o U Cr. 0 CER11Fl BY: • v t a i E 0' °� vim_` 'l• /� /�.��i�`:. \�.l GQ Drawn By: KKC Checked By: KKC Quality k3uranca: TS Scale: 0 Scale: 1' = 20' Sheet C401 Date 12 -06-05 Project Number 0940501 -10050 STEP 1: EXCAVATE A 6' X e DEEP TRENCH I: 6' STEP 3: 4' PLAN STEP 2: FASTEN FABRIC TO STAKES AND BURY 2• X 2' BOTTOM 8' INTO THE TRENCH STAKES /- NON -WOVEN HEAVY I-I / DUTY FABRIC DRIVE STAKES IN TRENCH TO ATTATCH SILT FENCE STEP 4: SILT FENCE #2 STONE - DW --.- SECTION 101-2" x 2" STAKE 2.5' MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION EC -2 NO SCALE M ^111 1 Ulf- Jln c•TAk1c SECTION NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SWALE. POINTS "A" SHOULD BE HIGHER THAN POINT "B ". (MINIMUM OF THREE BALES ARE REQUIRED.) SILT FENCE #2 STONE- SECTION 2" x 2" STAKE 2.5' )N- FABRIC MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SWALE SEDIMENT BARRIER NO SCALE 3' DIAMETER 6"x6* 3' HIGH ANCHOR TO GRATE 10110 GAUGE WIRE NON WOVEN FABRIC FILTER YARD CASTING J4 GAGE WIRE GRASS 4 SILT PROTECTION FOR DITCH GRATE — _ Irl (NEENAH R -4342) CASTINGS. TUCK FILTER FABRIC OR EQUIVALENT UNDER CASTING MAINTENANCE 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT AND STABILIZE. YARD GRATE SILT BARRIER EC'8A NO SCALE 1 STAPLES PER SQ. YD. MAI 1--X 4' X L s' --•Ix [' X X C x 21 4' LX 20'--x X X X X x x x D x x x "I"% 1.5 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. 3.5 STAPLES PER SQ. YD. 300 275 250 � 225 i 200 175 150 125 100 75 50 25 ft 41 31 21 1 :1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL SLOPE GRADIENT AND SHORELINE STAPLE PATTERN GUIDE EC- 14 NO SCALE PRE FABRICATED BAG NON WOVEN FILTER FABRIC E' PAVEMENT INLET PRE FABRICATED BAG NON WOVEN FILTER FABRIC CHAIRBACK CURB INLET PRE FABRICATED BAG ROLL CURB INLET- MAINTENANCE NOTES 1. BAGS SHALL BE INSPECTED AFTER EVERY STORM EVENT AND WEEKLY TO MAKE SURE THEY ARE IN PROPER WORKING CONDITION. 2• SEDIMENT SHOULD BE REMOVED AND RETURNED TO PLACE OF ORIGIN AFTER EVERY STORM EVENT. 3. USE CARE WHEN REMOVING SEDIMENT FILLED BAGS TO PREVENT DROPPING INTO STORM STRUCTUWN DQ 1dJQrQU�t TMMMg1�T� STORM STRUCTURE. INLET SILT BARRIER (EC-24 NO SCALE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6 "OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPE MUST BE ANCHORED ' ". IN 6 DEEP x 6 WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER a; STAPLING. ° 'OVA ••a � °; 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. _\ �c.l °•a« Av a� ° °• °• V� ° nC• p C.. 0 ° 00 00 0 oBaG oa ° • 0 • °« . o° °° � °boo - °oO ' 7. IN MEDIUM /HIGH FLOW CHANNEL APPLICATION, A STAPLE CHECK SLOT IS RECOMMENDED = ° °•Qs ��t a° 1f a: °p.00•°io.A ° °•a oe °•OO o oOkl °� AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4 APART OVER ENTIRE ° °° ° °• ° ° ° > ° a o� // �. o� p: °•J O° � •�G o•U� .°< ^e P. 0°-00 ° °. of WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4 BELOW THE FIRST ROW IN A G. °° o° y e° °° ° • s #2 STONE odoa o. �.poo =�,°o . o.ee_a._e•Q °e U- Pop ° °o 4�° STAGGERED PATTERN. °- o t5 • Goa) O.O °•ti O` P- U °O j°O °O•°• U.O e 4 °t >.0 � O. V° �. °b � :>O.o C�o ' Qo •O QOP p•.• pQ e�.• 8. THE TERMINAL END OF THE LANK ST BE ANCHORED IN A 6 DEEP x 6 WIDE °' ° °• ° ° u °• °• °• °• °° ° °� °° ° ° °r °. ° °V •O; •p �Q�CU: Y ~�� Q."Q 0000 �p� °° oeo° n- 00°•O•«°•OU�.O •°°0 :0� °r O °° TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. °; °° ° ° °'s -° °• °° ° °- o °U °n °• °° o� �' Qo:� °° °• °� ° ° ° ° °. O. °• °• °• °• °°• °• �p n• o,� u• °°. o -O e•O O'' O. p. O•p ° °O °'� °O �0�� '`a° •O .. o• O: Oa° U. OO o. °no °0.00'. po C.•:sp o °°o o bo. Aq Oi 4•p• °O ° O oP 6 °•O p O° OO O pO�a G40• °• °O °a°7• n- OO ,oOO Op °� QO.O :pO o o.o °. O e °fi CRITICAL POINTS -;::• ° ° °vp ° - ° q. o °� °° OCO°. p.0(e>. G 70• op �Oa.PO POF}p� O�y mR oOO °o nO Y°.o�°'O. � °•po o?O 000 ewe °6 oii .,;. A. OVERLAPS AND SEAMS ,.`a; °. °° n. a a 000 ° °• °° G.° o° Q. �° ° o C � h• °•D• .0 Oo• ° o ° Oeo° a OQ °. ` JO �P•o•O °° ° °�• p• 4, o f o O u O. O• � O° � n° OO • O• Pet B. PROJECTED WATER LINE ° ° �• e p ° ° ° °• °•A °• pe oi0 . °o Iy °a° o4 ea•o; e° o ° °, 'n°•oo o °i� ",., °• °;� 4• °� O.O° O•o p oo O °O. o• 00 0 °i. ° ; O ° ° O. ° ° e°• ° O . V • ° p • ° � n0 ° 1 Y • O .° . oO. p•O pae °.pq:o•o• :a .ass . C. CHANNEL BOTTOM /SIDE SLOPE VERTICES. GEOTEXTILE FABRIC TO STABILIZE NOTE HORIZONTAL STAPLE SPACING SHOULD BE ALTER IF NECESSARY TO ALLOW FOUNDATION (ESPECIALLY IMPORTANT 6" MIN' ° ° ° ° o (� �� SEASONAL SOIL PROTECTION CHART - - .. a • p � �. IDs p : 9 • •�V STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. WHERE WETNESS IS ANTICIPATED) Stabilization Practice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT. NOV DEC REFER TO GENERAL STAPLE PATTERN GUIDE ON EROSION CONTROL DETAIL EC -14 FOR CORRECT STAPLE PATTERN RECOMMENDATIONS Permanent FOR CHANNELS. TEMPORARY CONSTRUCTION Seeding CHANCHANNEL. EROSION CONTROL BLANKET ENTRANCE Dormant Seeding EC -17 EC -30 NO SCALE NO SCALE Temporary E Seeding Sodding Mulching A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEET OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 Ibs /acre. (1 lb/1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. C B C C B C D d A 0 a A B B 41 31 21 1 :1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL SLOPE GRADIENT AND SHORELINE STAPLE PATTERN GUIDE EC- 14 NO SCALE PRE FABRICATED BAG NON WOVEN FILTER FABRIC E' PAVEMENT INLET PRE FABRICATED BAG NON WOVEN FILTER FABRIC CHAIRBACK CURB INLET PRE FABRICATED BAG ROLL CURB INLET- MAINTENANCE NOTES 1. BAGS SHALL BE INSPECTED AFTER EVERY STORM EVENT AND WEEKLY TO MAKE SURE THEY ARE IN PROPER WORKING CONDITION. 2• SEDIMENT SHOULD BE REMOVED AND RETURNED TO PLACE OF ORIGIN AFTER EVERY STORM EVENT. 3. USE CARE WHEN REMOVING SEDIMENT FILLED BAGS TO PREVENT DROPPING INTO STORM STRUCTUWN DQ 1dJQrQU�t TMMMg1�T� STORM STRUCTURE. INLET SILT BARRIER (EC-24 NO SCALE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6 "OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPE MUST BE ANCHORED ' ". IN 6 DEEP x 6 WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER a; STAPLING. ° 'OVA ••a � °; 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. _\ �c.l °•a« Av a� ° °• °• V� ° nC• p C.. 0 ° 00 00 0 oBaG oa ° • 0 • °« . o° °° � °boo - °oO ' 7. IN MEDIUM /HIGH FLOW CHANNEL APPLICATION, A STAPLE CHECK SLOT IS RECOMMENDED = ° °•Qs ��t a° 1f a: °p.00•°io.A ° °•a oe °•OO o oOkl °� AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4 APART OVER ENTIRE ° °° ° °• ° ° ° > ° a o� // �. o� p: °•J O° � •�G o•U� .°< ^e P. 0°-00 ° °. of WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4 BELOW THE FIRST ROW IN A G. °° o° y e° °° ° • s #2 STONE odoa o. �.poo =�,°o . o.ee_a._e•Q °e U- Pop ° °o 4�° STAGGERED PATTERN. °- o t5 • Goa) O.O °•ti O` P- U °O j°O °O•°• U.O e 4 °t >.0 � O. V° �. °b � :>O.o C�o ' Qo •O QOP p•.• pQ e�.• 8. THE TERMINAL END OF THE LANK ST BE ANCHORED IN A 6 DEEP x 6 WIDE °' ° °• ° ° u °• °• °• °• °° ° °� °° ° ° °r °. ° °V •O; •p �Q�CU: Y ~�� Q."Q 0000 �p� °° oeo° n- 00°•O•«°•OU�.O •°°0 :0� °r O °° TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. °; °° ° ° °'s -° °• °° ° °- o °U °n °• °° o� �' Qo:� °° °• °� ° ° ° ° °. O. °• °• °• °• °°• °• �p n• o,� u• °°. o -O e•O O'' O. p. O•p ° °O °'� °O �0�� '`a° •O .. o• O: Oa° U. OO o. °no °0.00'. po C.•:sp o °°o o bo. Aq Oi 4•p• °O ° O oP 6 °•O p O° OO O pO�a G40• °• °O °a°7• n- OO ,oOO Op °� QO.O :pO o o.o °. O e °fi CRITICAL POINTS -;::• ° ° °vp ° - ° q. o °� °° OCO°. p.0(e>. G 70• op �Oa.PO POF}p� O�y mR oOO °o nO Y°.o�°'O. � °•po o?O 000 ewe °6 oii .,;. A. OVERLAPS AND SEAMS ,.`a; °. °° n. a a 000 ° °• °° G.° o° Q. �° ° o C � h• °•D• .0 Oo• ° o ° Oeo° a OQ °. ` JO �P•o•O °° ° °�• p• 4, o f o O u O. O• � O° � n° OO • O• Pet B. PROJECTED WATER LINE ° ° �• e p ° ° ° °• °•A °• pe oi0 . °o Iy °a° o4 ea•o; e° o ° °, 'n°•oo o °i� ",., °• °;� 4• °� O.O° O•o p oo O °O. o• 00 0 °i. ° ; O ° ° O. ° ° e°• ° O . V • ° p • ° � n0 ° 1 Y • O .° . oO. p•O pae °.pq:o•o• :a .ass . C. CHANNEL BOTTOM /SIDE SLOPE VERTICES. GEOTEXTILE FABRIC TO STABILIZE NOTE HORIZONTAL STAPLE SPACING SHOULD BE ALTER IF NECESSARY TO ALLOW FOUNDATION (ESPECIALLY IMPORTANT 6" MIN' ° ° ° ° o (� �� SEASONAL SOIL PROTECTION CHART - - .. a • p � �. IDs p : 9 • •�V STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. WHERE WETNESS IS ANTICIPATED) Stabilization Practice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT. NOV DEC REFER TO GENERAL STAPLE PATTERN GUIDE ON EROSION CONTROL DETAIL EC -14 FOR CORRECT STAPLE PATTERN RECOMMENDATIONS Permanent FOR CHANNELS. TEMPORARY CONSTRUCTION Seeding CHANCHANNEL. EROSION CONTROL BLANKET ENTRANCE Dormant Seeding EC -17 EC -30 NO SCALE NO SCALE Temporary E Seeding Sodding Mulching A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEET OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 Ibs /acre. (1 lb/1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. 0 a d 0 a ga o W w c w w Z_ U C7 H W _ U' z ,rc0oo �wQZ�- Q �zwzif- U U Q J I O wdacn6- vSzzzQ� -aaa Q U J J J • • • • • • • O � I N mot• 0 (D o0•N Q ^ .O 0 < r_ �zr- •a =z< Q L •� 0 J U 0 t\ _ Q LJ coo Z I� T_ C Y ri W �W,�,( Yy`+�4.f�� 5.•v ` ' V •lf I� 1 S;t.YT� {�i >>•� R i i Kq{'r L Q J 0 0 C0 V H J CJ) O < O O W � � w� d- O � � C .c L Q_ 0 W U aJ 0 Q 0 0 I� W Q 0 o c 0 CER F1ED BY: may!; V rid J: `yam Drawn By: KKC Checked By: KKC U14 Assurance: TS Scale: 0 Scale: 1' sheet C102 j -Pe-05 Project Number 0940501 -10050 LOT 70 MINI BARN LOT 69 � r w F E/CTV £ n=--XEjC_T_V/T ` E /CN /T -- ,i:�C.t..F '- X --- x ---- _ _ _ , - E /CTV /T E /CTV /T -- E /CTV /T -- E /CTV/ 5'UTiLiTY S4P 10 IE 816.75 1 1 A / f IE E 815.75 IE 818 63 f --�`z � 13 05A F F,E 819 50 � TC 819:45 \ A \1 _ E 818.68 w / F.F.E.819.50 '-`~ .W rY Bpi A.1 W I IE N1 4.50 �o 15 \ \ 1to 6*TEE IE N1 3.88 I0 / 8 w / - \*x6*TEE 15 I , \ IE 13.25 503` w I m 8 C TC 816.84 C_ I / 18E&_ I IE 813.00 ` 3 I SEC, 8 tv 7 "x6 QA? IE 81 U I w I m 02A C 815.20 1 I I IEN 16 o, IE S 810.69 702 17 co \ I 815:40 w IE 810.43 IE S 810.43 02 1 / 'xs *TEE ` I m T 815.40* IE 810:3 \ I IE 810.59 1 �! STR # 1038 3 W CHAIRBACK CURB INLET ON 2'x2' BOX 10 LF 6" so 35 �4 � w co TC= 815.15' PVC @ 3.56 C' I IE (12 "PVC -SW) =811.95' 16 17 IE (4 PVC -NW) =812.65 ± 501 TC 815.15* /LE 1810.24 E m IE 810.44 �V` co \ R # 1334 SAN MH /4 BARBELL w CONE 8EC`- TC= 814.75' - BEC-' - BE / B IE (8 PVC -S)= 808.35 IE (6 "PVC -NE)= 808.45'± ° I 4 " PVC -SE = 808.44' �� J OUTFALL UNKNOWN- �4 1Q, O /4 Irk STR # 1333 CHAIRBACK CURB INLET ON 3'x2' BOX TC =814.61 iE (12 "PVC -SW)= 811.33' v IE (4 PVC -NW) =812.45 STIR #1335 / IE (12 PVC -NE)= 811.48 ROUND BEEHIVE (CATCHBASI v TC =812.69` IE (1 8-RCP-S)=809.29' / IE (12 "PVC -NW)= 809.84' ( IE (15 "RCP -NE)= 809.29' BTM EL= 808.9'± / OUTFALL UNKNOWN //1041 TC 812.53 E 810.08 IE 810.08 ROUND BEEHIVE ON 2'x2' BOX TC =812.53' IE (15 "RCP -SW) =810.08' IE (8 'PVC- NNE)= 810.21' oa 0 a ° O PLAT LOT 68 OUTLET SSD dl 00 0 o o r� Do UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY CLEANOUT co SANITARY LATERAL SANITARY MANHOLE SANITARY LINE S SANITARY STRUCTURE NUMBER 501 SANITARY CASTING ELEVATION TC 715.50 EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE S.S.,D.& U.E. & UTILITY EASEMENT STORM SEWER STORM CLEAN OUT STORM SEWER STRUCTURE NUMBER_ 500 STORM SEWER INVERT ELEVATION IE: 715750 TOP OF CASTING ELEVATION TC: 715.50 SWALE ;W o 0 070° SUB SURFACE DRAIN (SSD) --------- - - - - -- WATER WATER LINE W W WATER VALVE PROPOSED FIRE HYDRANT PROPOSED 90' ELBOW ELECTRIC OVERHEAD ELECTRIC E E STREET LIGHT UTILITY PLAN NOTES 1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACT( IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C502 FOR STORM SEWER DETAILS. 6. SEE SHEET C502 FOR SANITARY SEWER DETAILS. 7. SEE SHEET C502 FOR ALL OTHER UTILITY DETAILS. 8. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH 'TEN STATE STANDARDS" AND LOCAL CODES. KEY NOTE DESCRIPTION O1 INLET W /NEW CASTING (SEE C502). O2 PROVIDE CONCRETE SADDLE FOR SEWER AND STORM LINE CROSSING. O3 NEW SANITARY CLEANOUT (SEE DETAIL SA -1A) 4 NEW STORM STRUCTURE W /RELOCATED CASTING (SEE DETAIL ST -36) CONNECT EXISTING PVC FROM EAST INTO THE NEW STRUCTURE. O5 NEW SUB - SURFACE DRAIN (SEE DETAIL ST -89) OREINSTALL DRAINAGE CASTING. OCONNECT BURIED ELECTRIC LINE TO BUILDING (SEE ELECTRICAL PLANS). OINSTALL 90' ELBOW WITH THRUST BLOCK (SEE DETAIL WA -2). O6" DUCTILE IRON WATER MAIN. 10 REINSTALL 6" VALVE (SEE CLAY REGIONAL WASTE STANDARD DETAILS). 1 1 > REINSTALL FIRE HYDRANT (SEE CLAY REGIONAL WASTE STANDARD DETAILS). <8> DRAINAGE SWALE (SEE DETAIL ST -50) <13 > INSTALL PRE -SLOPE TRENCH DRAIN. (SEE NDS DURA PRE -SLOPE CHANNEL DETAIL.) <8> CAP ENDS OF SSD WITH SLOTTED PLUG. <15 > DOWNSPOUT CONNECTION (SEE DETAILS ST -83A AND ST -83B.) <8> SANITARY SEWER - FULL DEPTH GRANULAR BACKFILL WITHIN 5 FEET OF PAVEMENT. 17 STORM PIPE - FULL DEPTH GRANULAR BACKFILL UNDER BUILDING OR WITHIN 5 FEET OF PAVEMENT 18 SLEEVE PIPE THROUGH RETAINING WALL COORDINATE WITH STRUCTURAL PLANS. <9> STORM PIPE UNDER FOOTING. (SEE STRUCTURAL DETAIL 10, S404.) STRUCTURE DATA TABLE STRUCTURE NUMBER TYPE CASTING 501 6" CLEANOUT BRONZE * ** 502 6" CLEANOUT BRONZE * ** 503 6" CLEANOUT BRONZE * ** 701 EX YARD INLET EXISTING 702 18" NYOPLAST DRAIN BASIN NYLOPLAST 18" PEDESTRIAN 702A 15" NYOPLAST DRAIN BASIN NYLOPLAST 15" DOME GRATE 703 ST -36 R -4342 703A YARD INLET (ST -36) EXISTING 704 18" NYOPLAST DRAIN BASIN NYLOPLAST 18" DOME GRATE 705 NDS CHANNEL DRAIN DS -106 DS -670 705A NDS CHANNEL DRAIN DS -107 BOTTOM OUTLET DS -126 * CASTING AND STRUCTURE TO BE NYLOPLAST OR EQUIVALENT AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. CONTACT SALES REPRESENTATIVE SCOTT JOYCE, TELEPHONE 317- 345 -8588. * CASTING AND STRUCTURE TO BE NDS OR EQUIVALENT AS MANUFACTURED BY HYDROSOURCE. CONTACT SALES REPRESENTATIVE JOHN MILES, TELEPHONE (502) 551 -4809. * ** CASTING TO BE BRONZE, RECESSED KEY FITTING SET FLUSH TO CONCRETE WALK. 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, *, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING . UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 1-800-382-5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND y- $00- 42$ -52QQ UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF INDIANA M a u 0 w � � w w � z fir' W z (nUU�O W <zOa F�?wz�~ wU U Q J O f -W0dN� U j z z z Q Ce <<< J J J f5- QU5 00 rn o `t U-) I N Q0 00 N OQi� ,o- Q � � U =z< a Q LL_ •� JU Q c0 f� < ES 00 Z ,Y W Jr •C 6` • ul � %�, �' ' .f V •4, 9 X43' W a Aft . •v'_.'T W J 0 0 V F- 0 0 W 0000 ?N Q Q(.0 d- Z Q_ W � � Z W �o J_! W Z iZj M H Q J W Q. ' 0< c�O Q O U oC 0 CERTIFIED BY: c�- �.\ �; i ��� 7s Dom •�\ ; v.• �� Drawn By: KKC Checked By: KKC Qual-hy Assurance: TS Scale: 0 Scale: 1'= 20' Sheet C5.0 Data 12 -00 -05 Project Number 0940501 -10050 1:1 CASTING SCHEDULE \/\ \ EJIW NEENAH TYPE USE DIM 4• Min. Width NDS 6" Cast Iron /Galvanized Steel 1 CAST IRON CAP PVC CAP _ _ _ CURB INLET LOW POINT 24" X 24" Polyolefin Grate or Approved Equal BACKFILL WITH CLEAN INSTALLED FLUSH WITH INSTALLED FLUSH WITH 7490 M1 R 3501 N GRANULAR MATERIAL �� » Concrete Pavement FINISHED GRADE IN FINISHED GRADE IN 7495 -LH -RH R- 3501 -TL -TR CURB INLET FLOW LEFT OR RIGHT 25 X 27 MINIMUM WIDTH PER REQUIREMENT OF PAVEMENT AREAS UNPAVED AREAS _ INDIANA DEPARTMENT OF R -3405 INLET PARKING LOT 25" X 25" r -. a• Min. wdu; -�� 1.25(O.D.) + 121" HIGHWAYS 18 "x18 "x6" CONC. PAD * - R -2501 GRATE PARKING LOT 24 "9) NDS Plastic or Galvanized Steel (MECHANICAL COMPACTION » RECESS TO 95� PROCTOR DENSITY). * 6489 R -4342 DITCH GRATE SWALES 24"0 Frame or Approved Equal � /� \ \' %\/ • ._ a ;• i -- �� s' Mi,.:. • : .. .. ... or Approved Equal Channel O.D. #8 CRUSHED STONE OR ,,, • ` . ' --� I=1 I = 111-i Each sw. #8 CRUSHED STONE OR #8 #8 FRACTURED FACE AGGREGATE,''j.,.�¢ `. �- BACKFILL WITH * REQUIRES FLAT TOP WITH 24 "0 OPENING . . FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED IN SELECT EXCAVATED °i°I''�' �� ; 1/2" or 518" Rebar HAND TAMPED OR TO 1/2 O.D., PER SPECS BACKFILL WITH MATERIAL FOR TC= ELEVATION _ Channel Foot COMPACTED GRANULAR UNPAVED AREAS WALKED IN TO \�/ MATERIAL UNDER » (- I I I I ( Minimum 4 Concrete Bed 1/2 O.D. + 6-11 \ ' ;,: °:.• _ 90 ; .. \ \j�� 1/2 O.D. PAVEMENT AREAS _ _ _ PER SPECS. . 4" MIN. %� \� - .. ;,:t. �/• 3" MIN. 6" 24" - - - (BELOW THE BARREL) �� \\ ,' . ��� (BELOW THE BELL) EXTENSION SAME :.. SIZE AS SEWER .' soil \ • � \ �\ � \ \ �\ \ \ \ \ � 6" -� 24" . � (I I (• I •III I I ' �.. •• . I: •I I . '• I • I I . I .i I I ( UP TO 6 DIAMETER - - - - � �`� \ \: • . SSD CONNECTION �, • (4 MAX. DEPTH) � a I 45' ELBOW PLUG & SEAL FOR `v I I I ( III III I I ( III I I III I #8 CRUSHED STONE OR FUTURE CONNECTION #8 FRACTURED FACE AGGREGATE, 45' WYE OR CONTINUATION I ill III I I I Ill Ill III I t �S BELL HOLE EXCAVATED. OF MAIN. NDS DURA CHANNEL sourm NOT TO SCALE (VEHICULAR TRAFFIC APPLICATION) PIPE SIZE 8" TO 15" 18" & OVER (118" RECESS FOR PEDESTRIAN TRAFFIC) `° TC =TOP OF CASTING ELEVATION (114- RECESS FOR VEHICULAR TRAFFIC) BEDDING BELOW THE O.D. /4 O.D. /4 PIPE BARREL MIN.= 4" MAX.= 8" SEWER CLEANOUT PRECAST TYPE 'A' INLET W W SA-1A NO SCALE ST-36 NO SCALE MODIFIED Z < ' l • D% zyr' '' W BEDDING DETAIL ,.yMl ",�- - - � i c ;. c� DUCTILE IRON PIPE ` ,,_'S, °' Q� �'� Li LLJ '.tt � r to s O � j W Z � SA -16 lt`'��C 't X15 �?0a- v,o_ NO SCALE 1 Cl. EXISTING SOILS " S a Q Q Q cn BUILDING COLUMN v "z''�� -4 "TOPSOIL Q�����c� DOWNSPOUT � � .f �,��c 4 o0 SWALE CROSS SECTION BUILDING WALL 2" �` = • (WITHOUT UNDERDRAIN) � ° Lo FINISH GRADE TOPSOIL - N �t ST 5O NO SCALE o •" SLOPE �.j_ w ----� FINISH GRADE (VARIES) J Q O Cr Q 18" MIN. = EARTH BACKFILL - _ MARINE PLYWOOD Q w NON -WOVEN FILTER FABRIC _LT -=�L= I I h 6" I 1 - ,� ►�! l 11 l 1I ! I vi -) i I I---I 11-.i '\/ ! I I �' ( ') _, I f J II O J r� (D � CE OF BUILDING COLUMN DOWNSPOUT (REFER TO ARCHIT CTURAL s" oR s" PVC "�� z _ T +° z I I PLANS FOR SIZE AND LOCATION : o ;. ` ; /,� + 1 N w (SCHEDULE 40) �� , / Q Wit• / f I r� 00 '- a _ -1 �- - z CV 18 MIN. 6-10 0 • ' a FINISH GRADE 6 � a.:• r • .' .'d'. A (30`3 J I: • . EXTENSION SAME D .. ;: .�' :. a•. a .. ` .` . - SIZE AS SEWER #8 WASHED GRAVEL „ • r d --1 �I I I =1 I {�) UP TO 6 DIAMETER 18 MIN. 18" MIN. . • 'I. •.� . d� , "�:I. �._;"_;I, �.-~': -.:I. �• �.. .. {. .I.•.. ' I _ a <1 r -' ". Q� •',o- - - - PERFORATED PLASTIC PIPE ::.......... .. AASHTO M252 HEAVY DUTY • 6 OR 8 SCH 40 PVC RISER = -_ _ - .:................::: �-I _ SEE PLANS FOR SIZE " 5 •� .. _ _ '' • .. - FUTURE CONNECTION ;t{ rY c I I-_- -- PLIUG &SEAL FOR ( ) 4 4 • � � �. 14 • , , : a GRANULAR •�. -�{ I I =1 I I== I I I- • `• SEWER ELBOW FITTING :BACKFILL . � "' '• _ _ SEWER ELBOW OR TEE _ _ • ! OR CONTINUATION <, T I { SKI_ a a' . •'. .' . �' .. =III -! I ICI I I-I OF' MAIN. `; •��cn•!! •'' y : d ,. d ........... - - , Q e I:' 4?•' V A _ FLOW r` --, I -BUILDING FOUNDATION ::j II -- •: STORM SEWER PIPE 1 M! - 8" N. _ „ • a I -1 I I-- Iii --1 I I--(I TC _ „_, t l e! " .....: ►'= III -- III -{ -TOP OF CASTING ELEVATION _ ; ;� `` I� �Il:i 1�1 i.'i._.I i _ 18 MIN. I r �� _.ii �. i ill III fi - -!�i-- _ i� �i' �� ;_.'. =, ►i� �-� I_I►�.► yl III- 1{i =1I = DOWNSPOUT DRAIN iI _ijt_ MINIMUM 1.00% SLOPE III- -1 { I-="I { {�I I =� �! =III =I I I- ={ I {- - - i I--=1 AND CLEANOUT (PVC) SUBSURFACE DRAIN DETAIL ST -83B ST -89 ,,- Imo, - A � NO SCALE NO SCALE (- ' 11 =►f1- -�+t 0 DOWNSPOUT DRAIN and CLEANOUT o ST -83A MARK „ „ „ „ NO SCALE POTABLE & NON- POTABLE SYSTEM -150 PSI TEST PRES. 6" 10 12 16 V p A (90') 1.1 2.6 4.6 7.5 10.4 18.2 C0 O B (45') 0.7 1.4 2.5 4.0 5.7 9.3 00 � w 00 C 22 1 2' 0.3 0.8 1.3 2.0 2.9 5.3 ¢ > � d- 1. ABOVE TABLES INDICATES CU. FT. OF CONC. REQUIRED WITH A SOIL PRESSURE p Z OF 2000 P.S.F. MIN. Q 2. PLACE PAPER OR PLASTIC BETWEEN FITTING & CONCRETE. Z < Q a_ o w � oz . rr 18" DRAIN 2818AG_ X WA -2 THRUST BLOCK TABLE >- � =W �� NO SCALE J Q � � Q * 12 DRAIN 2812AG_ a. O BASIN 18" DUCTILE IRON X „ 3.38„ FRAME AND 2,47" o o DUCTILE IRON 12 *(1) Q o GRATE W / CAST G VARIABLE ��AA ° °° °� INIJ �W OUTLET VARIABLE 1NC AND OUTLET ° ° INVERT U ADAPTERS OVERALL - � ADAPTERS '�- ,� ,� *(1) AVAILABLE 4" HEIGmT _ �2) O AVAILABLE VARIABLE INVERT 4 -18 '�--- �� �� VARIABLE *(1) ADAPTERS CAN BE OURTLEMTS TYPES OF *(2) MAXIMUM 4 " -12" *(1) 4 THRU 18 HEIGHT OVERALL RECOMMENDED " HYDRANT REMOVABLE BARREL SECTION MOUNTED ON ANY WITH WATERTIGHT OVERALL HEIGHT 6 *(1) ADAPTERS CAN BE FACING STREET VARIOUS TYPES OF HEIGH *(2) ANGLE 00 TO 3590. TO ADAPTERS 10, MIN. MOUNTED ON ANY 2 -2 1/2" HOSE NOZZLES OUTLETS WITH * DETERMINE MINIMUM FOR: ANGLE 4 1/2 PUMPER NOZZLE WATERTIGHT ADAPTERS (2)MAXIMUM ANGLE BETWEEN ADS N -12 00 To 3590. TO FOR: RECOMMENDED ADAPTERS SEE SDR -35 SEWER SCHEDULE 40 DWV DETERMINE MINIMUM WORD WATER ON COVER CERTIFIED BY: ADS N -12 6�� OVERALL DRAWING NO. CORRUGATED PVC ADAPTERS SEE BETWEEN HEIGHT 10' ;,�.�,��� :�� ;��, ;�y.���� ;�� ;� �� ;���,. ; �,.� >.:� ;.���� �� :�� SDR -35 SEWER MIN. 7001- 110 -013. RIBBED PVC DRAWING NO. SCHEDULE 40 DWV t� 7001- 110 -012. ,o ®a` '< �� CORRUGATED PVC 15 DRAIN 2815AG_ 24 DRAIN RIBBED PVC 2824AG_ X 24 0 *(1) 3 -0 4 _011 �� BASIN DUCTILE IRON !X w 10404533 L BASIN DUCTILE IRON GRATE W 1 CAST 15 3.63 C.I. VALVE BOX THRUST BLOCK 01. STATE of- FRAME AND IRWJEMN6 OUTLET m DO NOT BLOCK DRAIN HOLE " ADAPTERS 6" G.V. TURN LEFT TO OPEN � ( ) ���s'' ��!vG I qti!�••••' C7 Q��� GRAALET AND OUTLET VARIABLE VARIABLE v OVERALL VARIABLE AVAILABLE 4" VARIAB E w A',- ` `` INVERT � ° ,•,. a$a ADAPTERS INVERT HE GHT * 2 *(1) ADAPTERS CAN BE 10d%TYPES OF HEI �T OVERA L (1) AVAILABLE HEIGH 4 " -24" () MOUNTED ON ANY OUTLETS HEIGHT (2) : ;::. ��i Drown By: 4" THRU 24" ANGLE 0° TO 359 °. TO WITH WATERTIGHT *(2) MAXIMUM *(1) ADAPTERS CAN BE UNDISTURBED EARTH KKC ADAPTERS RECOMMENDED 6 " MOUNTED ON ANY Checked er VARIOUS TYPES OF * DETERMINE MINIMUM FOR: OVERALL HEIGHT MIN• 4' -15 ANGLE o KKC OUTLETS WITH (2)MAXIMUM ANGLE BETWEEN ADS N -12 10' 0 TO 3590. TO Quality Assurance: RECOMMENDED ADAPTERS SEE SDR -35 SEWER DETERMINE MINIMUM MAIN LENGTH VARIES WATERTIGHT ADAPTERS OVERALL SCHEDULE 40 DWV ANGLE BETWEEN NO BENDS PREFERRED TS FOR: 6 DRAWING N0. ADAPTERS SEE DRAWING IF REQ D. USE 1 8 BEND HEIGHT 10' 7001 -110 -013. CORRUGATED PVC WASHED GRAVEL AT WEEP HOLE Scale: ADS N -12 MIN. RIBBED PVC NO.7001- 110 -012. 0 Scale: 1' = NA SDR -35 SEWER THIS PRINT DISCLOSES SUBJECT MATTER IN DRAWN BY MATERIAL AWA 3130 VE , NA AV 8 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY MATERIAL AWA 3130 VERONA AVE WHICH PRINT DISCLOSES HAS PROPRIETARY RIGHTS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 Sheet SCHEDULE 40 DWV THE RECEIPT OR POSSESSION OF THIS PRINT DATE 10AUG00 PHN(T70)932 -2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 11AUG00 PHN(770)932 -2443 FIRE HYDRANT W/ GATE VALVE DOES NOT CONFER, TRANSFER, OR LICENSE THE j� n r� FAX .nylo 932 -us.c TRANSFER, CORRUGATED PVC USE OF THE DESIGN OR TECHNICAL b V �® 11cit1�� wn++wnYbPlast-us•cw►► OR LICENSE THE USE OF THE DESIGN OR �} FAX (770) 932 -2490 APPD BY CJA TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME ® �� u•nyloplast us.com WA-4 INFORMATION SHOWN HEREIN REPRODUCTION OF PROJECT NOJNAME NO SCALE C502 RIBBED PVC THIS PRINT OR ANY INFORMATION CONTAINED TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE HEREIN, OR MANUFACTURE OF ANY ARTICLE DATE 10AUG00 DRAIN BASIN 18" & 24" DESIGN DETAILS CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 11AUG00 DRAIN BASIN 12' & 15" DESIGN DETAILS DOW HEREFROM, FOR THE DISCLOSURE TO OTHERS IS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHER!12 -p6�A� FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN G PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE 1:100 SHEET 1 OF 1 DWG NO. 7001- 110-044 REV B PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE 1:120 SHEET 1 OF 1 DWG NO. 7001- 110 -046 REV B Project Number 0940501 -10050 CAST IRON FRAME 4 1 PREFORMED GASKET MATERIAL AND LID INSTALLED IN EACH KEYWAY -SEE DETAIL PLAN VIEW Pipe Diameter D in Inches 12 1 15 1 18 1 21 1 FLUSH WITH 63' FINISHED GRADE FINISHED GRADE IN BASE EXTRUDABLE PREFORMED FOR UNPAVED AREA PAVEMENT AREAS 010" WITHOUT FRAME a MANHOLE CONFORMS AND LID 27 3/4 TO ASTM C -478 PRECAST CONCRETE ADJ. MATCH JOINT CONFORMS TO SECTION "A -A" EXISTING. ASTM C -443 c� A o ° BACKFILL WITH TIC = ELEV. ° SELECT EXCAVATED BACKFILL WITH AWAY FROM CASTING MATERIAL FOR COMPACTED GRANULAR UNPAVED AREAS MATERIAL UNDER 401 495 PAVEMENT AREAS ` "' 837 2 - 45' BENDS OR 1/16" MIN. THICKNESS FROM 8 "PIPE LONG RADIUS 90' 53 83 BEND MIN. -12" MAX. SEAL WITH INFI- SHIELD 2" BELOW TOP OF CONE TO END OF SEWER MAIN N,% 4 "(MINIMUM) 743 UNIBAND OR EQUAL. THE BASE OF THE MANHOLE 1105 M CONCRETE CRADLE POLYPROPYLENE OR (MINIMUM CONCRETE 71 110 STRENGTH OF 2500 PSI) PLASTIC COATED CAST 356 485 4 "(MINIMUM) 16" MAX. f ECCENTRIC CONE SECTION UNDISTURBED SOIL 35 SEWER CLEAN OU T SA -1 0 -RING GASKET BETWEEN NO SCALE Q ALL RISER AND CONE SANITARY SEWER BENCH SLOPE = 1/2" PER FOOT STANDARD MANHOLE BENCHES A -33 NO SCALE SANITARY PIPES AND LATERALS 5' MIN. VARIES EXISTING GRADE PROPOSED EDGE. OF PAVEMENT C-4 20' X 60 "`� O� TE* SAFETY BOX THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF THE TRENCH IS WITHIN 5 FEET (5') OF THE PROPOSED FUTURE BACK OF CURB THAT GRANULAR N BACKFILL SHALL BE PLACED IN THE 60' EXCAVATION AND COMPACTED PER INDOT SPECIFICATIONS FOR SUCH AREAS. THIS DISTANCE WILL BE CHECKED AT RANDOM INTERVALS DURING THE CONSTRUCTION. RENCH DETAIL WITH SAFETY BOX NO SCALE, FLOWUNE TC. = TOP OF CASTING ELEVATION NOTE : ALL MANHOLE SECTIONS WILL BE WATER PROOFED ON THE OUTSIDE WITH SPARYED BITUMINOUS COATING. SANITARY SEWER MANHOLE NO SCALE ( CARMEL CLAY DISTRICT ) SCE EXCAVATED MATERIAL ` BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE !� =,j 4 Z alp_ I III 1 I�1 - IY_ 24" NOTE: ATERIALLS, ROCK K OTHER THE LE SHOULD BE M EXCAVATED A MINIMUM OF 6" AND REFILLED W / #8 CRUSHED STONE. ALL FILL IS TO MEET CLAY TWP. REGIONAL WASTE DISTRICT STANDARD. FLEXIBLE PIPE BEDDING DETAIL SA -18A NO SCALE SANITARY SEWER ---- WATER MAIN PLAN _z 10' MIN. 10' MIN, I 2' WATER MAIN-,,, o SANITARY SEWER CLASS 22 MECH. JOINT C.I. OR CLASS 2 D.I. PIPE CONC. COLLAR & COUPLINGS FLEXIBLE COUPLING OR ADAPTOR USED WHEN LESS THAN 18" OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and seperations shall be in accordance with Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot seperation, the appropriate reviewing agency may allow deviation on a case -by -case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANI. SEWERS) 2" LETTERS, RECESSED, FLUSH WITH SURFACE 3 ■ PROPE NEENAH R -1642 OR EQUIVALENT, W/ SELF - SEALING APPLICATION. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1 OR EQUIVALENT. ALL CASTINGS TO BE STAMPED "SANITARY SEWER ". "SELF- SEALING" Q APPLICATION MACHINED BEARING SURFACE 26" _j n6- E '1 ` 24" 28 1/2- 36" ( DEPENDENT UPON O.D. OF RING SECTION IN USE) SECTION "A -A" SANITARY SEWER iA NO SCALE MANHOLE FRAME AND COVER ^'111 TRACTO11 SHALL PLACE A 5' IST EXPOSED 2' MINIMUM @ ADE DIRECTLY ABOVE LATERAL D. POST TO BE PAINTED RED ASSIST IN VISUAL LOCATION. ALL PIPE EXCEPT RISE PIPE SHALL BE AT A MINIMUM GRADE of 1.00% NOTE: DEPTH OF PIPE AT PROPERTY LINE TO BE APPROXIMATELY 9' BELOW ESTABLISHED GRADE EXCEPT WHERE A MIN. GRADE OF 1.00% FROM MAIN SEWER FIXES A LESSER DEPTH 6" PVC PLUG SEALED IN �' �- 6" PVC PIPE PER SANITARY SEWER SPECIFICATIONS (SDR 35) PROPER CURVES SHALL BE USED FOR ALL ABRUPT CHANGES IN LINE AND GRADE. NOTE: BEDDING REQUIREMENTS FOR LATERALS SHALL BE THE SAME AS FOR MAIN SEWER LINE. ATOR TAPE AT END OF S CURVE TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715 of the latest edition of the Indiana Department of Transportation Standard Specifications. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be Aprecast concrete@ manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer =s recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. LATERAL ISOMETRIC PLAN C. Accepted standards for leakage will be established from the elapsed time for• a negative pressure PLACE 1/2' DIA. EXTRUDABLE T 4 1 PREFORMED GASKET MATERIAL SEWER IN EACH KEYWAY -SEE DETAIL PLAN VIEW Pipe Diameter D in Inches 12 1 15 1 18 1 21 1 24 1 63' NOMINAL 1/2" BUYTL RUBBER QrNCH BASE EXTRUDABLE PREFORMED 39 -P IAN NOTE: i a MANHOLE CONFORMS 1" 27 3/4 TO ASTM C -478 PRECAST CONCRETE ADJ. NEENAH R -1642 CASTING W/ SELF JOINT CONFORMS TO SECTION "A -A" SEALING LID & CONCEALED PICK HOLES ASTM C -443 c� A o AND STAMPED "SANITARY SEWER" 5 TIC = ELEV. FINISH GRADE TO DRAIN 20 35 AWAY FROM CASTING BUTYL RUBBER BASE EXTERIOR 124 12" MAX' 243 " BACKPLASTER MATERIAL 1 /4�t 3 MIN. 401 495 ' ` "' 837 _ "`C `;`^ !� '� PRECAST CONCRETE ADJUSTER RINGS 4" 1/16" MIN. THICKNESS FROM 13 30 53 83 119 MIN. -12" MAX. SEAL WITH INFI- SHIELD 2" BELOW TOP OF CONE TO 364 475 601 743 UNIBAND OR EQUAL. THE BASE OF THE MANHOLE 1105 M 00 POLYPROPYLENE OR 40 71 110 158 PLASTIC COATED CAST 356 485 639 16" MAX. f ECCENTRIC CONE SECTION IRON STEPS 35 - - 0 -RING GASKET BETWEEN O Q ALL RISER AND CONE SEAL EACH JOINT W /BUTYL RUBBER BASE o d- Jr Y Q SECTIONS, PLUS 1/2" COATING 6" ABOVE & BELOW EACH JOINT "PRECO` J a. 0 CL Lu EXTRUDABLE GASKET (KENT SEAL OR EQUAL) (INSIDE JOINTS TO BE FILLED W / � = W 150 26 59 PLUG MATERIAL.) 165 238 T24" MAX. PRECAST CONCRETE SECTIONS FLOW CHANNELS THROUGH - - - MANUFACTURED GASKET OR BOOT AROUND PIPES MANHOLES SHALL BE U- SHAPED 150 75 31 69 123 W /BENCHWALLS EXTENDING TO 277 425 Vol CONC. BASE CROWN OF PIPES. 3" MIN. Checked By: KKC Quality Assurance: 175 00 35 79 141 220 317 12" MINIMUM LATERALS ENTERING MANHOLE SHALL - - - - 6" FOR DIA. OF 4' 8" FOR DIA. GREATER THAN 4' BE PLACED AT BENCH LEVEL - 200 225 40 89 158 248 340 - - #4 BARS ®12" O.C. -B.W.. GROUT BENCH 12 - 5" 4' -0" DIA. - MIN. 1/2" PER 250 #8 CRUSHED STONE BEDDING FOOT SLOPE 176 275 TC. = TOP OF CASTING ELEVATION NOTE : ALL MANHOLE SECTIONS WILL BE WATER PROOFED ON THE OUTSIDE WITH SPARYED BITUMINOUS COATING. SANITARY SEWER MANHOLE NO SCALE ( CARMEL CLAY DISTRICT ) SCE EXCAVATED MATERIAL ` BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE !� =,j 4 Z alp_ I III 1 I�1 - IY_ 24" NOTE: ATERIALLS, ROCK K OTHER THE LE SHOULD BE M EXCAVATED A MINIMUM OF 6" AND REFILLED W / #8 CRUSHED STONE. ALL FILL IS TO MEET CLAY TWP. REGIONAL WASTE DISTRICT STANDARD. FLEXIBLE PIPE BEDDING DETAIL SA -18A NO SCALE SANITARY SEWER ---- WATER MAIN PLAN _z 10' MIN. 10' MIN, I 2' WATER MAIN-,,, o SANITARY SEWER CLASS 22 MECH. JOINT C.I. OR CLASS 2 D.I. PIPE CONC. COLLAR & COUPLINGS FLEXIBLE COUPLING OR ADAPTOR USED WHEN LESS THAN 18" OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and seperations shall be in accordance with Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot seperation, the appropriate reviewing agency may allow deviation on a case -by -case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANI. SEWERS) 2" LETTERS, RECESSED, FLUSH WITH SURFACE 3 ■ PROPE NEENAH R -1642 OR EQUIVALENT, W/ SELF - SEALING APPLICATION. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1 OR EQUIVALENT. ALL CASTINGS TO BE STAMPED "SANITARY SEWER ". "SELF- SEALING" Q APPLICATION MACHINED BEARING SURFACE 26" _j n6- E '1 ` 24" 28 1/2- 36" ( DEPENDENT UPON O.D. OF RING SECTION IN USE) SECTION "A -A" SANITARY SEWER iA NO SCALE MANHOLE FRAME AND COVER ^'111 TRACTO11 SHALL PLACE A 5' IST EXPOSED 2' MINIMUM @ ADE DIRECTLY ABOVE LATERAL D. POST TO BE PAINTED RED ASSIST IN VISUAL LOCATION. ALL PIPE EXCEPT RISE PIPE SHALL BE AT A MINIMUM GRADE of 1.00% NOTE: DEPTH OF PIPE AT PROPERTY LINE TO BE APPROXIMATELY 9' BELOW ESTABLISHED GRADE EXCEPT WHERE A MIN. GRADE OF 1.00% FROM MAIN SEWER FIXES A LESSER DEPTH 6" PVC PLUG SEALED IN �' �- 6" PVC PIPE PER SANITARY SEWER SPECIFICATIONS (SDR 35) PROPER CURVES SHALL BE USED FOR ALL ABRUPT CHANGES IN LINE AND GRADE. NOTE: BEDDING REQUIREMENTS FOR LATERALS SHALL BE THE SAME AS FOR MAIN SEWER LINE. ATOR TAPE AT END OF S CURVE TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715 of the latest edition of the Indiana Department of Transportation Standard Specifications. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be Aprecast concrete@ manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer =s recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. LATERAL ISOMETRIC PLAN C. Accepted standards for leakage will be established from the elapsed time for• a negative pressure PLACE 1/2' DIA. EXTRUDABLE T 4 1 PREFORMED GASKET MATERIAL 8 1 IN EACH KEYWAY -SEE DETAIL PLAN VIEW Pipe Diameter D in Inches 12 1 15 1 18 1 21 1 24 1 63' NOMINAL 1/2" BUYTL RUBBER 33 1 BASE EXTRUDABLE PREFORMED 39 GASKET MATERIAL TV. 4 " -12" i a 24" 1. D. 1" 27 3/4 34 0. D. PRECAST CONCRETE ADJ. 121 GASKET DETAIL RING OR FLANGE OF CASTING. SECTION "A -A" ADJUSTING RING DETAIL c� A o CONTRACTOR SHALL PLACE A 5' POST EXPOSED 2' MINIMUM @ GRADE DIRECTLY ABOVE LATERAL END. POST TO BE PAINTED RED TO ASSIST IN LOCATING LOCATION. NOTE: DEPTH OF PIPE AT PROPERTY LINE TO BE APPROXIMATELY 9' BELOW ESTABLISF GRADE EXCEPT WHERE A MIN. GRADE ( 1.00% FROM MAIN SEWER FIXES A LESS[ DEPTH 6" PVC PLUG SEALED IN PLACE NOTE: MAGNETIC LOCATOR TAPE TO BE PLACED AT END OF EACH LATERAL. NO SCALE 6" PVC PIPE PER SANITARY -J SEWER SPECIFICATIONS (SDR 35) MINIMUM GRADE = 1.00% NOTE: BEDDING REQUIREMENTS FOR LATERALS SHALL BE THE SAME AS FOR MAIN SEWER LINE. LONG RADIUS CURVE LATERAL CONNECTION DETAIL NO SCALE U2 J 0 U 0 L 0 a: 45' MAX 30' MIN MAIN DEEP LATERAL CONNECTION DETAIL NO SCALE CONCRETE MAY BE FLOWABLE MORTER PER IN.DOT SPEC. 213 OR #2500 READY MIX CONCRETE. • Q 1 THIS TYPE OF CONCRETE ENCASEMENT THIS TYPE OF CONCRETE ENCASEMENT IS USED WHEN STORM SEWER IS IS USED WHEN EXCAVATIP•1G IS DONE BELOW SANITARY SEWER WHERE SHOWN JUST ABOVE SANITARY SEWER WHERE ON PROFILE. SHOWN ON PROFILE SANITARY SEWER CONCRETE ENCASEMENT DETAIL _ SA -11 NO SCALE Table I: Time in Seconds Required For Pressure Drop From 3.5 PSIG to 2.5 PSIG (Based on 0.003 cfm per sq. ft. and 2.0 cfm) change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoot plug material. 6. The manhole chimney =s including all riser rings shall be sealed using Infi - Shield AUnibond@ or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer =s representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer =s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such Aas built@ prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe sholl exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be CD self- sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. O CD 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: y: Size of Pipe Minimum Constructed Slope CD 8 -inch 0.40% 10 -inch 0.28% r- 12 -inch 0.22% 15 -inch 0.157. 18 -inch 0.12% CD rn r. 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District =s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. AIR TEST SCHEDULE 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building NO SCALE cleanout adjacent to the building. 4 1 6 1 8 1 10 1 Pipe Diameter D in Inches 12 1 15 1 18 1 21 1 24 1 27 1 30 1 33 1 36 1 39 25 4 10 18 28 1 40 62 69 1 121 158 200 248 299 356 5 50 9 20 35 55 79 124 178 243 317 401 495 713 837 50 75 13 30 53 83 119 186 267 364 475 601 743 9 1020 1105 75 00 18 40 71 110 158 248 356 485 639 765 851 35 - - 100 O Q W 00 > C,4 o d- C] W Y Q Z M � QQ J a. 0 CL Lu - i' � = W 150 26 59 106 165 238 371 510 - - - - - - - 150 75 31 69 123 193 277 425 Vol Drawn By: KKC Checked By: KKC Quality Assurance: 175 00 35 79 141 220 317 1 - - - - - - - - - 200 225 40 89 158 248 340 - - - - - - - - - 225 250 44 99 176 275 - - - - - - - - - - 250 275 48 109 194 283 - - - - - - - - - - 75 300 53 1 119 21 - - - - - - - - - - - 1 300 350 62 139 227 - - - - - - - - - - - 350 400 70 158 - - - - - - - - - - - - 400 50 79 170 - - - - - - - - - - - - 450 500 88 - - - - - - - - - - - - - 500 550 97 - - - - - - - - - - - - - 550 106 - 600 650 113 170 227 283 340 340 510 1 595 680 1 765 1 851 1 935 1020 1105 650 change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoot plug material. 6. The manhole chimney =s including all riser rings shall be sealed using Infi - Shield AUnibond@ or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer =s representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer =s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such Aas built@ prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe sholl exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be CD self- sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. O CD 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: y: Size of Pipe Minimum Constructed Slope CD 8 -inch 0.40% 10 -inch 0.28% r- 12 -inch 0.22% 15 -inch 0.157. 18 -inch 0.12% CD rn r. 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District =s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. AIR TEST SCHEDULE 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building NO SCALE cleanout adjacent to the building. C 0 w � � w w D Z z Z = cn Z WQ Q 00 �w zw< �Zwz >f- U O< J n O �wNacnN If Z Z Z < �_ << <cr__ < U J J J P O � I N 00 L4 Q ^� O < I� rrz�.a 0 = Z Q < •, O� _ 1"�( Q I I ZQ 0 W 0 00 Z tf „os Cd Q J 0 Cl) 0 ZD O Q W 00 > C,4 o d- C] W Y Q Z M � QQ J a. 0 CL Lu - i' � = W U Pa' '�i O Q O V 0 CERTIFIED BY: ` r� l m 0 J �:,5 V3 � 0 6ItiFE Or 91 V Vol Drawn By: KKC Checked By: KKC Quality Assurance: TS Scale: 0 Scale: 1' - NA' Sheet C503 Die . Project Number 0940501 -10050