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06100014-15 Development Plans for Block E Rcv. 10/13/2006 DOCS
DE ELOP E T PLA S LOCATION MAP NOT TO SCALE 0 U W U c6 O Y 0 0 N Z c a CONTACTS -S - PUBLIC UTILITIES - U c v JOHN SOUTH GREG HOPES Hamilton County Soil & Water Conservation Hamilton Count Surveyor's Office 1108 South -9th •' y y • ° Street One Hamilton Square, Suite 188 Noblesville In 46060 Hamilton County Judicial Center N Telephone: (317)- 773 -1406 Fax: (317)776 -1101 Noblesville,, In, 46060 Z Email: john south@iaswed.org Telephone: (317)776-8495 Fax: (317)776-9628 Email: GRH@co.hamilton.in.us W BILL AKERS Carmel Clay Communications CANDY FELTNER 31 First Avenue NW Clay Township Regional Waste District Carmel, In 46032 10701 North College Avenue, Suite A N Telephone: (317) -571 -2586 Fax: (317)571 -2585 Indianapolis, In, 46280 -1098 ;. Email: WAkers@ci.carmel.in.us Telephone: (317)844 -9200 Fax: 317 844 -9203 ( ) Email: can dy.feltner@ctrwd.org CHUCK SHUPPERD W Vectren Energy JENNIFER MARLETT N P.O. Box 1700 Indianapolis Water Company P P Y LO Noblesville, In 46060 -1700 P.O. Box 1220 to Telephone: (317)- 776 -5535 Fax: (317)776 -5553 Indianapolis, In, 46206 ° Email: cshupperd@vectren.com Telephone: N PP ph ne. (317)639 -633fi Fax. Email: jenn*lfer.marlett@veoliawaterno.com vWN OUFFY ° Carmel City Utilities '- 760 Third Avenue SW 0 W Carmel, In. 46032 0 Telephone: (317)571 -2442 Fax: (317) 571 -2642 Email: JDuffv0ci- Carmel- in.ij.q 107, Q U N F- (0)R /87\ �Gv��� �IC- A ���G°� nnG�G��C�[� Dc? LaG°�Gg � DESIGN SPEED COMMERCE DRIVE - 35 MPH 0 46 �' W. 98th St. W. 94th St. C G- 0 3rd St. -A VICINITY MAP NOT TO SCALE LOCATION Beech PI. ao ©aoaoc� Amherst Sr. riHN uHit: 09/22/06 vie O f �'�5'T E %jE�q�J N0. * � PE 10606108: ANTI-104Y W. H LSEY, P.E. SfAIEW /MDIANA�� �00� ^�NAL ACE JOB # IN2005.,1108 MEN, 1 ' t amp I golf law IINI•1� � • • �� '�•� nc•1�rA .r. G .� � � • �� � ter....• .. LOCATION MAP NOT TO SCALE 0 U W U c6 O Y 0 0 N Z c a CONTACTS -S - PUBLIC UTILITIES - U c v JOHN SOUTH GREG HOPES Hamilton County Soil & Water Conservation Hamilton Count Surveyor's Office 1108 South -9th •' y y • ° Street One Hamilton Square, Suite 188 Noblesville In 46060 Hamilton County Judicial Center N Telephone: (317)- 773 -1406 Fax: (317)776 -1101 Noblesville,, In, 46060 Z Email: john south@iaswed.org Telephone: (317)776-8495 Fax: (317)776-9628 Email: GRH@co.hamilton.in.us W BILL AKERS Carmel Clay Communications CANDY FELTNER 31 First Avenue NW Clay Township Regional Waste District Carmel, In 46032 10701 North College Avenue, Suite A N Telephone: (317) -571 -2586 Fax: (317)571 -2585 Indianapolis, In, 46280 -1098 ;. Email: WAkers@ci.carmel.in.us Telephone: (317)844 -9200 Fax: 317 844 -9203 ( ) Email: can dy.feltner@ctrwd.org CHUCK SHUPPERD W Vectren Energy JENNIFER MARLETT N P.O. Box 1700 Indianapolis Water Company P P Y LO Noblesville, In 46060 -1700 P.O. Box 1220 to Telephone: (317)- 776 -5535 Fax: (317)776 -5553 Indianapolis, In, 46206 ° Email: cshupperd@vectren.com Telephone: N PP ph ne. (317)639 -633fi Fax. Email: jenn*lfer.marlett@veoliawaterno.com vWN OUFFY ° Carmel City Utilities '- 760 Third Avenue SW 0 W Carmel, In. 46032 0 Telephone: (317)571 -2442 Fax: (317) 571 -2642 Email: JDuffv0ci- Carmel- in.ij.q 107, Q U N F- (0)R /87\ �Gv��� �IC- A ���G°� nnG�G��C�[� Dc? LaG°�Gg � DESIGN SPEED COMMERCE DRIVE - 35 MPH 0 46 �' W. 98th St. W. 94th St. C G- 0 3rd St. -A VICINITY MAP NOT TO SCALE LOCATION Beech PI. ao ©aoaoc� Amherst Sr. riHN uHit: 09/22/06 vie O f �'�5'T E %jE�q�J N0. * � PE 10606108: ANTI-104Y W. H LSEY, P.E. SfAIEW /MDIANA�� �00� ^�NAL ACE JOB # IN2005.,1108 a 0 0 N 0 w U cd 0 In 0 0 N z a i V W On C 0 0 i 00 0 U) 0 0 N z a J E 0 V) I m H W co N In LH ED 0 N a .. H_ 0 f_- 0 W Q 0 (n I-- 0 CL r,. �.� r / / / ` ' ♦ I.r .sr �.� sir sr sa.....� �� `� �.� J�� ss �� �/ slow* JlJJr" 1 �!� I 600000W . 1 --y."v . z . � � . 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I I I li II I II I ./� ' \ • • cam,' Oh r \\ \� \ 11I f I I I I� I I II '� ° ,4 .�� I \�I I I I1 I1 I II I p � Q- 1 I I I . 10 \• 61 C O �� I M t 1 III II I1 11 I . -'" w' C2 i ,O ' I I \i I 11 11 I I I Z � ,�. \� I I I 11 � 11 • • • 44 �' • I I i I I ' \ II III e I 11 1 •� 11 11 0 11 I ��.�F = =_F,_..\ /I ^___ _. _.. _ _ - _ - 11 \ � I III 1 1 11 {I 11 // \ . ; = I \ I I I I 11 \, 11 ,,) � � I II \ I II I . \, I II I 1000, It I \� 1 '-= I \� I I I I/ li 111 � . --_ _ « �� I . I I I j l I I \\ I \1 1 I 1 I I 1 I I I1 PHASE I PARKING . - 32,512 SQ. FT. REQUIRED RATIO = 1 SPACE /300 SQ. FT. . . 109 _ . . &,\-"\\ " �. -. 4,j. . y.n 8 y• r.a,.a -+P- . _ . , . _ -,ti. �:• IS D I EXISTING P � L .- - � r ON . Y 1 R . %. ..'.... � I ... ': � -.. '�- : � } .: ;� . � J :,.:- ? ,�, � -.. .., .:. A. :.: l '.. PHASE II �: � ' Ln ... �: � 1 1 EASEMENT p I t' r•£, , I 1 _ � it"a LT "/ - I .. } V 1 •._ . . .-I, 1. � . . . I 0 . . I I l / / , N . -� n•� -�..� PH�E LIMITS z I � r 1 C In /. / / / / / / PHASE I _ _9 -� I rr, / I / / / ,,/ ,/� k:�,r; - \;. = ::UILDIIG 4 • I � M 11 \ t / / / / / / ; �� .. / I o- , '101 I i � . . . Im- I .- k-1 F . . . I 1�' . � I I I I P / / / / .�- , • . .ud _. . , - •. i ' • 'i'� . f h. i ! • {.....; .. ., , r r.n . -.r,.. ...�......` • .,.. t N :_ • i •' • - v • . . \ / / s f �- °J,�'.. I . •. •i -'a �� i rf.a•• ?• - ..a rP..q�.'' .t l- 4ti .. ." ,y i, ` t`i. t I _ •' i I �. • / ` a. '•� ',.I t -•. y' w T '! fy S� ` i - . • . &` �.. `�1 • n Y -•> _,....�..+o...,a�, 1 l .... �� •' \a I I I'll \ I / / / / / 111� '\, � . I . � . - I-" . . . ,.--r,.- j - , .. . � � ,%. , .. ;� / ' �- •�' �' �' J '9. •. •• ` • „•i• •z'r• �1`r +.«* _ �. - •. ~,. . • -- - -;' • n ; w ' 0 '' •,• !! I I— I Of 'i", ", I : \\ , I ; I ... . . I / / . / / / / . .;f � . I., "-/ 4'. I I i *� . . ft'. I . / . . & I & I � � . .. 4 .. ; - ,� V.- .0 . I � / *r. •' '' • e• I I I ` • 4, � i...w,.A«y,nn^P'•,.•'.••,. ^ '+"e i. f ' i'•�..�,.:''" r . a �. i e • ... - %, " , ; � • • F . s - .�. o . - BUILDING 5 • -;: _ t I ov / �� / € ::.a BUII_DI�lG �:r ;� p s,�28s.F. BUILDING I I 10- / / 1. ,: o,, 1 I Iw�.�P� $.I S.I". ;;= 8,i 28 S.F. I- I /� 1 t I I / / / . _ E7 Z / I .I + I / / =• i 1 I / _ �_ - I / l T Y H I / / 1� I - �.. - 4 F I lfiir� ! 7C 92 5. ww....w,w.r. ��.. «_. _.� «,....�..__1 .* H .• • • I I I I I Q I - I I I 0 / ( LAN r� .,w - ~�1 NT BAR _� i 1 js ssss�- assn. �; sa :�ii��ji�s�sssss.- assss��ssss =. ssss�- 99990- assss�ss >..s�rsaaiY r = =as ss��se9� W== Q „t "• �+ ~� `_"_ ••w, � � � • I � • � I I [lam _� t . v '�`._ a . ..... LL/' , w . r Leda w to --.. .-._ w rs L-, era w �... _ �� - - - -- - -- - - - - -- - - - - -- 3 r "' w FA . / _ �. _.-- -- - -- - - - - - -- ' - - - -- w - -. �4��2�. �,� - -- - - -- �- - -- '� ---- - - - - -- - -- w - - -- -; =� ---- - - - - -- �: - -- ~ ZB.2�_. - "' -- SCR 1/� I'' ` -413 � � 1 I ft� .� __ � - - - - - - - - - -• •- - - - - .- • ,• T a-a aa- .•.• 7 a-r r a... • ••r .`• J'1� n `` Vj1W D� f . _ • (P • n . am I -. V ` r � �� r- - \ I %-, V) I I 0 (? e \-e A.. 4 //• . ate.. - - - - - �� �� _ _ _ a -�. -� -.- - -� _ - -�•- - a--- � -- - -� - - 'a•. +- 2 /'�/y /+� �n - T • ./J/ 1z _ _ • �` AF� �' N' TC 887.29 - }' • I ��. ..�►."'� ��.�.. .. :••C=���� 1) SANITARY#AH �a`,�>~.. �,� � ! 1 k / ,�� ,�, .mot �_ _.- __- ..____..---- ____- _-- ___ ---_- INV SW 884.59 ~ �--1�: ��T did j - qI- ..« .,..,......»._:..,..�.«-n,_.M.w .« II _wr.n,.._... INV NW = 878.01 `- - �. S I I � o ' - � _"____ 00 C curb - - _ .--�.- .._----- ^_. " ^"`...'_ .����. --� iI w.. INV SW- 877.8 I -� == �. � T8 \ I _, _ _ ---- _ COMcF �'� k I •� - �---�" __ COMMERCE DRIVE . _ N _ \ Sl ` 1 �^ \ I .;;;e -,{ - -- ------------------------- - - - - -- ' I (ASPHALT) �\� Q1 / ` '�' !� ��'' ��,�__ =� ���sw�as��asaaa.ass. . �F���. FS�. �as���as��. asasas _�s���.FSat•sas�a����a���as. =F ===jai -`_ Ilk.' i,� �'1 ` � '. O� ` f _ _ J_ `, I �'' / �l9 -' 1 1 --r - -- - = ° "'�' �• -- -- + i ` : � ` - _ __ - .. n.. n...._. .......,.�... «..............na. 11. ._,..n...._,..._: `a�dt) - -- - - - - -- ' - - . (W *"%A . (y/ w ,� - .- • + �„ _. + r r �` 1 ` ` _ . � � I I 70R =887.34 , .�� _""�, ..r T ._ ss : ` \ `,, 1. ,� W _ ` ` /� -1-1000 >� r r rn JJr r _- r� I I 2 CONC CURB '� I 7 / ,i� �! moo INV NE 884.48 i 1 -, .., . �- �_ r- - ..- . �.� �� � � � _ II _ INV SW - 884.39 / I GRASS 48 RCP -- - 10 `` ,, ( ` / i % �,..� --~ .r r .rs,s. r i. `_,� \\ y,1 s s a1 s s s s s s s s ae a� ar rs a s s 8 PVZ. `� o : __ ,o� � ~- S t�&v ',� • / , - ....� .� w w resew w w r ra to �r w w �r w w wer•� w w �� r w �/ �`'~ _ - � �� / = 'ms's � ��� _. s. .= s.... mss. _. s. mss_ .� .r. =...mss.. _ �- \ \�� . - \\ I // �' // . SANITARY I�H , a .� ..�� - = _ i�'►`a� ` % ��jy I I ` �► as �W�wI .-+"^ / /� / ; - -,- ` ~ -- -,.'. -.. -• - a...' .�. �. �..... -� a -.-aa- �.� �� a� at_.. r '� -a, as. �FS - aa, -- .tea, s•r ��- as �n.� -� �� a�� _ _ `, ` ` `` ` ' / - ,,,�►� .� - WESTERN R GHT -OF- -WAY COMMERCE DRIVE �,_ _ y I ...- _ �, .,,,•,.-_ _� .�- _§P- - --..,_ s-- -_ '� `_ ._.. \ / / /V INV NEB= 877.47 `r�' '`~ e� � � i !! � � e X18 4Q C /� -- -_ _ -- _ _ _ ow I � - / / / ♦ _ , _ _ .� �_ �� _j "' ----o _ - .� \--- e - / - y INV SE = 877.17 ` HALT) ! �� •► --- i / _ _ _ j _\ c� 1 "%%%11b1 6 " C i r / j / i ��'- �� r•�`'' - "=c -..�- �. � -: ... � - ` � M 9 _ -0* - I - �- \ \ \\ \ ` r /% SANITARY hIH ! ! 1° �, C� �, �t / S .3' I - { / / r F/ �f1 ~ -- s .-1 " Mug \ � i / TC =888.35 TC - 888.13 TC = 888.08 ��• ! ! a/Re! � / �� ' '� , �`� �.e�A / I' ..._..-+.-.--------------- a- J- ._..._J..J....._.7an.....��` _- - --� \ \ / INV NE= 884~45 •� +� �� �, -�.,�� �' fir _ -- - - - - -- - - - -- - -- - - -- - -- t --� \ = =A_� __ -= •=_ INV SE= 879.75 INV NW 879.03 JJ. ! �- ` •! ` /' �� s / _ - � `� INV W Jr INV SE = 878.96 INV NW 876.53 � `� ` ! / ` oft oft / �� 11 ♦ 879.75 INV SE .. 876.28 � ,6 I �� do, II 11 \ I II �� • siov,z �! � _. % • . *' I I a I I " {I �� \ I 1 II 8• i ` r � � ` INV E�� sir 4� N18� � � an \ 11 I I t {I \� \ ) 1. I1 11 I TC = 889.31 !!a�`` �i` `NV W 877.84 ` ` `� �yo�d° I 11 I II . INV.. ♦ / / "� • - _� I I I 1 I I 1 �' 879.66 '• ! iASp ► ,dw ./''°i i , / � \ P I I - = = 11 Il \� \ I I I 1 �� 5' I I F `� ` � �T� = ` ` ' 7%3, 8'�".Z- .0001 / / � �'� �-- .sti.s� 1 ._ ao-- FI- -tom 1 • --I� -- ._ .- ....};._ _ �� \ 1 I I I Il ' ( !! � 1. ��/ /+� � _ .M_- - -.J1 - -- w »w _�..�w.n r�, L _ -___ . q -�- I I ( ( II 11 ' 0 -1 � � M - _ _ \\ I 1 11 r^ 11 If I . . •'_/\ �� ate•- a.a- • ate. a aim• a� a�••� a� ! a� .�� �. \ a� L a>_�a>_a, a>_ -as a�a, �� aria, a�r�aa... -•• a .,FS a� �. \ \` \ 1 0• - z 'f t '�! 11 1 r I 11 I I �- \ ,,� I 1� I ( ;I I�,� 11 II I r `.• I I �� '� \� I \ 1 I I I I III / � \� I y I I / I \ ? �0 _ \� I I I 11 11 41 I I & A I. I I I li II I II I ./� ' \ • • cam,' Oh r \\ \� \ 11I f I I I I� I I II '� ° ,4 .�� I \�I I I I1 I1 I II I p � Q- 1 I I I . 10 \• 61 C O �� I M t 1 III II I1 11 I . -'" w' C2 i ,O ' I I \i I 11 11 I I I Z � ,�. \� I I I 11 � 11 • • • 44 �' • I I i I I ' \ II III e I 11 1 •� 11 11 0 11 I ��.�F = =_F,_..\ /I ^___ _. _.. _ _ - _ - 11 \ � I III 1 1 11 {I 11 // \ . ; = I \ I I I I 11 \, 11 ,,) � � I II \ I II I . \, I II I 1000, It I \� 1 '-= I \� I I I I/ li 111 � . --_ _ « �� I . I I I j l I I \\ I \1 1 I 1 I I 1 I I I1 PHASE I PARKING ANALYSIS TOTAL S.F. = 32,512 SQ. FT. REQUIRED RATIO = 1 SPACE /300 SQ. FT. TOTAL SPACES REQUIRED = 109 STANDARD PARKING (10 X 18) 42 STANDARD PARKING (9 X 20) 90 HANDICAP PARKING PROVIDED 8 ( INCLUDES 4 VAN ACCESSIBLE ) I � - OHE- TOTAL PROPOSED PARKING 140 EGINNING ice! '``` �� ���� � � '` `'�� `., � PHASE II PARKING ANALYSIS2-98 CRESt !�l�� `` - �` I-- � 886.26 I N a ` r0Vhat � �- ` TOTAL S.F. _ 32, 512 SQ. FT. I v E = 8787.'90' TOR = 885.28 !��! \ \\ INV - 877.95 !i ��` �- REQUIRED RATIO = 1 SPACE /300 SQ. FT. �`® `` TOTAL SPACES REQUIRED = 109 �� i • ',� �. �_ STANDARD PARKING (10 X 18 62 �h� ��`�v `�`� �� , �` ` `ti !mss STANDARD PARKING 9 X 20� � ) 54 � * * � � HANDICAP PARKING (9x20) 4 � 11 ( INCLUDES 2 VAN ACCESSIBLE ) � HANDICAP PARKING (10x18) 4 . 1 \ \ ` I I / II (INCLUDES 2 VAN ACCESSIBLE ) I 11 I 11 I ~ I I I I ifi / I I 111 . 1 \ . � _ II � � ;� 11 011 I I TOTAL PROPOSED PARKING . 124 .-._ - I 'I it `\ I T I1 I 11 III 11 \ I 111`._ _`_`_` ``-•- - =11 ��\� I I I I I t 1 t II I I `` I { II I II --- ---- -I Is \ . .•I I I .. _ �. � i I j \\ I 1 II 1 I 1 11 LAND DESCRIPTION -- ----�1 �.:I 1 %\ I I I 11 III Pro os ed B I ock E I! rq . . I If a� . , I 1 111 I 11 I II West Carmel Center . I 1. .1 I I . 51TE NOIE . � I � - - ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. , . I 9. � I . I . I . I . I . . I . I . . . I � RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS . - . I W WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING 2. ALI. PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS -G . CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR • . AISLES SHALL BE 4 PAINTED (BLUE). .. I � - OHE- SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. . .. . 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF. CURB, UNLESS NOTED 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH � L OTHERWISE. = A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS X < ==I a� INDICATED TO. JOIN EXISTING ASPHALT. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE - ==I . a° APPLICABLE. � 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF. PAVEMENT SHALL BE COMPLETELY . - . (0 BACKFILLED WITH GRANULAR MATERIAL. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, M A . I PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS 6. THE CONTRACTOR SHALL VERIFY A`L DIMENSIONS IN THE FIELD PRIOR TO I , RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. . . - , START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 13. . ..... _... . I .- - _ - CHAMFER ENDS OF ALL CURBS. 1 0 FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM . . ACTUAL FIELD . CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. .. I . 14.. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. . 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREA S TO EXISTING FEATURES AS 15t jALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /4 /FT. &MAX. SLOPE OF 1:20. Q t NECESSARY. . . . 1. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADI NG UNLESS 16. s EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. . OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF . a C9 . < L. TOP SOIL. . I I ( Version 2 . . .. . . .: October 25, 2004 1 1 . . . I I . I . A part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East located in I I Clay Township, Hamilton County, Indiana being bounded as follows: BEGINNING at the southeastern corner of Block F of West Carmel Center. as per plat I : thereof recorded as instrument #200300041665 in Plat Cabinet 3, slide 163 by the Recorder of Hamilton County, Indiana, said point being on the eastern'right -of -way line- . of Commerce Drive as platted !n Block F of West Carmel Center, being on the South Line of the North east'Quarter of Section 7, Township 17 North, Range 3 East and..being I .1 I . North 88 degrees 44 minutes 27 seconds East (assumed bearing 891.36 feet from the . . I Southwest Corner of said Northeast Quarter, the following three 3) courses are along the . eastern right -of -way line of Commerce Drive as platted in Block F of West Carmel Center; 1} thence North 18 degrees 40 minutes 10 seconds West 660.26 feet to the point . of curvature of a curve to.the left, said point of curvature being North 71 degrees 19 . minutes 50 seconds East 795.00 feet from the radius point of said curve; 2) thence . northerly and northwesterly 242.02 feet along said curve to its point of tangency, said . . point of tangency being North 53 degrees 53 minutes 18 seconds East 795.00. feet from . the radius point of said curve; 3) thence North 36 degrees 06 minutes 42 seconds West 78.27 feet to a northeastern corner of Block F of West Carmel Center and a southeastern corner of Block D of West Carmel Center as per plat thereof recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 by the Recorder of. Hamilton County, Indiana, the following three (3) courses are along the eastern right -of -way line of . . Commerce Drive as platted in Block D of West Carmel Center; 1 } thence North 36 degrees 06 minutes 42 seconds West 586.83 feet to the point of curvature• of curve to the - -- - - -left, said point of curvature being N -)rth 53 degrees 53 minutes 18 seconds East 711.45 . feet from the radius point of--said- curve;. 2) thence northwesterly 233.65 feet along said - curve to its point of tangency, said point of tangency being North 35 degrees 04 minutes 16 seconds East 711.45 feet from the radius point of said curve; 3) thence North 54 degrees 55 minutes 44 seconds West 27.85 feet to the terminus of the first course in the land description of the 80.486 acre tract of land described in the SPECIAL WARRANTY DEED recorded as instrument ##9709729899 by the Recorder of Hamilton County, Indiana, the following eight (8) courses are along the boundary of said 80.486 acre tract • of land; 1) thence North 88 degrees 54 minutes 54 seconds East 478.19 feet; 2) thence South 37 degrees 40 minutes 10 seconds East 193.33 feet; 3) thence South 51 degrees 33 minutes 42 seconds East 369.72 feet; 4) thence South 38 degrees 10 minutes 10 seconds. East 370.00 feet; 5) thence South OB degrees 40 minutes 10 seconds East 255.00 feet; E) thence South 50 degrees 04 minutes 50 seconds West 452.09 feet; 7) thence South 18 degrees 40 minutes 10 seconds East 367.85 feet to the South Line of said Northeast Quarter, 8) thence South 88 degrees 44 minutes 27 seconds West 20.96 feet along the - South Line of ssid Northeast Quarter to the POINT OF BEGINNING containing 12.653 acres, more or less. /• X��- c �� t% I 41� 4V N 4? A> N, ,-� ,$;I 'alb Le end . 0 SANITARY MANHOLE SANITARY CLEAN OUT . � I 9 POWER POLE -6 UTILITY POLE . � 1-+ BRACE POLE -a TELEPHONE PEDESTAL 0 f 50 100 I I . (D TELEPHONE MANHOLE - . * . LIGHT POLE - -m- TRAFFIC PEDESTAL - TRAFFIC POLE SCALE: 1"=50' . ® TRAFFIC HANDHOLE 0 DETECTOR HOUSING . . D4 WATER VALVE W FIRE HYDRANT NOTE: ... . I I I cuwlRE TER CONTRACTOR SHALL PROTECT AND NOT DESTROY FI SIGN THE PROPERTY CORNER MONUMENTS DURING � I .. _%r TRAFFIC SENSOR CONSTRUCTION . X82- EXISTING CONTOUR tc . TOP OF CASTING Inv INVERT ELEVATION . pvc PLASTIC PIPE I I cmp CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE . I W BURIED WATER LINE . -E BURIED ELECTRIC LINE -G BURIED GAS LINE - T BURIED TELEPHONE LINE I � - OHE- OVERHEAD ELECTRIC LINE . OHTR- OVERHEAD TRAFFIC LINE CAUTION ! ! THE 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -Soo- 382 -5544 CALL TOLD. FREE - INDIANA UNDERGROUND - I . (0 I co to 6) I < 0 2 �J o . C) LL a4-(cg (a LU w) r _-.� I = am (1) � L L9 2 = :::� X < ==I a� () :p. 0 ==I (9 ==I a° I � 10. Plu C0 Q�LU - . (0 ==I 19%) x�".� > M A L9 Ch I 0 0 - 0 z tss-O U � r-do U � N c O Ts C, Hto c� _., W* E-4 % "� o 0 VPU a v 4) 0 z H s? .< U .. Q ,.a P-" W 04 >% - ja �A o a o o O N x @00 I .< . ;Z) � ~� i C4 A to rA tons. z "�0 V__4 �;% `! C. 0 U 0 m<4 � �" .;; VI Co 'p 4 � q< .� 4 UN .. � aa� - ,_ _--r. 'z `: - �Jr.�. +fir Lou �••t1• _ - W. P`�� S`Tf E H � I. �fF � No. * : PE 10606108 I : . : STAiE OF . . /NO IAN.••' � ML A 1 rT %O CERTIFlED E14( --- - � � ( (M I 0 0 CA - I I I 4 4� g I a am � L L9 2 I < . � X < _. _ __ ( () :p. 0 . . = ==I ,% . . . � . . I < . . - . . I IL LW"4wud x M A a � �� (0 . a 11 ( I , , a I, CU - , ,�) 9 9. 19 1 0 0 BE . 0 0 � 0 0 �= W I � 2 2: Im Q t tg 0 � 0 0 22 =A �_ ) E man 00 C) I . a C9 . < < I I ( () a - DATE: 09/22/06 DRA11M BY: JM S CHK'D BY: AWH JOB NO. IN2005.1108 REVISIONS SHEET NO. OF SHEET NO. OF SHEET NO. OF a V) CV N 0 Lai 0 C6 O 17 LO 0 O N Z C v 0 V) C .p 0 00 0 0 O N i J iz 3 0 0) W 1 W W III- In LO to O N Cn O W 0 �__ 0 w J V) 0 a I I I . I I I L L t � v . . q I . I I I I LAND DESCRIPTION `0 / . Proposed Block E �� � ,`, III I West Carmel Center I . Version '2 •�� S38 °10'10 "E - 370.00 000 .. _ .............- - ---1 -- - - ---- .... ............... - October 25, 2004 . , .,..,,..�.. gz....�••• % % . .. .....�..... r,,............... _�:; A .. part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East located in • . ......� � _„ "_, ` �, �.� ..- .,� . Clay Township, Hamilton County, Indiana being bounded as follows: ,, / wow's comma I -- -- -- 0000.. -- -"om `.., go 410 -- / .� . / _ �� BEGINNING at the southeastern corner of Block F of West Carmel Center as per plat �.��' _ ♦ . thereof recorded as instrument #200300041665 • n PI at Cabinet 3, slide 163 by the �,. • ,�. ,� - -, ,_. _. _._. _._. �.. _-- ---- - - -- --- -- -- -" -" - `_" --- --' �' � �' �' � � / . � �` � Recorder of Hamilton County, Indiana, said point bung on the eastern right -of -way line :4040 � ` of Commerce Llrive as lotted in Block F of West Carmel Center bein on the South �" -'• - - -�-� ___. - - - - - - - ___. r __._ _ _._. ___. - - - __._ - Line of the Northeast Quarter of Section 7 Township 17 North Range 3 East and being \ N `` 0' 30' ' North 88 degrees 44 minutes 27 seconds East (assumed bearing 891.36 feet from the W-1- � � � � S6 0 - - Southwest Corner of said Northeast Quarter, the following three 3) courses are along the - �� 6 - eastern right -of -way line of Commerce Drive as platted in Block F of West Carmel "LNG POND - - - - - - - _. _. --- -- - --� ♦® o 70 .*.# Center, 1) thence North 18 degrees 40 minutes 10 seconds West 660.26 feet to the point _._._ - -- -- - -- SCALE. 1 "=30' of curvature of p -- -- --- F ` ,� �� • a curve to the left, said point of curvature being North 71 degrees 19 � . - - _ ---- - -- � � * ♦ 2 minutes 50 seconds East 795.00 feet from the radius point of said curve; 2) thence SS northerly erl a �. - % � � � � Q • y nd northwesterly 242.02 feet along said curve to its point of tangency, said . . � • 0' point of tangency bung North 53 degrees 53 minutes 18 seconds East 795.00 feet from �• - - I � � � �%% . - the radius point of said curve; 3) thence North 36 degrees 06 minutes 42 seconds West �' / � %` 78.27 feet to a northeastern corner of Block F of West Carmel Center and a southeastern .� � � corner of Block D of West Carmel Center as per plat thereof recorded as instrument I . l � .� X200000057496 Ira Plot Cabinet 2, slide 515 by the Recorder of harniltor! County, '' . � �, Indiana, the following three (3) courses are along the eastern right-of-way line of �'' Commerce Drive as platted in Block D of West Carmel Center, 1) thence North 36 � - - _. � � � degrees 06 minutes 42 seconds West 586.83 feet to the point of curvature of curve to the . .. - -- - - - - - _ . • .. _ � �♦♦ 1 41 41 °� left, said point of curvature being North 53 degrees 53 minutes 18 seconds East 711.45 - . . . . '- � � � Q feet from the radius point of said curve; 2 thence northwester) 233.65 feet along aid / � ��%� o . � ♦ : curve to its point of tangency, said point of tan enc being North 35 degrees 04 minutes / N � ♦ 1fi seconds East 711.45 feet from the radius point of said curve; 3 thence North 54 CROOKED CREEK REGIONAL t � •� p / 15 degrees 55 minutes 44 seconds West 27.85 feet to the terminus of the first course in the DETENTION POND / ` 4 land description of the 80.486 acre tract of land described in the SPECIAL WARRANTY N �. DEED recorded as instrument 9709729899 by the Recorder of Hamilton County, / 1 � � . Indiana, the following eight (8 courses are along the boundary of said 80.486 acre tract 10 t � . of land; 1) thence North 88 degrees 54 minutes 54 seconds East 478.19 feet; 2) thence 0 � � � 1 11 South 37 degrees 40 minutes 10 seconds East 193.33 feet; 3) thence -South 51 degrees 33 EXISTING POND ,,,.. i � � � i minutes 42 seconds East 369.72 feet; 4) thence South 38 degrees 10 minutes 10 seconds ... �, r �� � . East 370.00 feet; 5) thence South 08 degrees 40 minutes 10 seconds East 255.00 feet; 6) wool, ..r ,co � � . thence South 50 degrees 04 minutes 50 seconds West 452.09 feet, 7) thence South 18 -- � I � Owosso degrees 40 minutes 10 seconds East 367.85 feet to the South Line of said Northeast 000..0 ...- •-� PROPOSED TRASH 1 Quarter, 8) thence South 88 degrees 44 minutes 27 seconds West 20.96 feet along the _,,, .�. ` I i South Line of said Northeast Quarter to the POINT OF BEGINNING containing 12.653 �.. y° ENCLOSURE " ` Al acres, more or less. .. -.�.- - --''"' ec . _ (SEE ARCH. PLANS � � � % . .,r 00500 -� ''' ... �� ..-�� 1 FOR DETAILS � � �� (° I I SITE NOTES -�- - .''''' �g ° o� j i .....- -- ""' -- PROPOSED TRASH - . c e "'j I COOKED CREEK REGULATED ��,,,_._��.:.., _g8.63 •� � ` � � 4 I 1 1, ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. DRAIN EASEMENT ENCLOSURE -- I (SEE*ARCH. PLANS �_.._. -Osw '" 0''•'" , �A a-7 4 � . � •�. I 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS . --�'"" � �• N ° I FOR DETAILS) �.� �,.... ••� .-- 20 I AISLES SHALL BE 4 PAINTED (BLUE). -- .. •••••. ._... -- �• 4� 57�� ♦ -� I i �1 _ .�� _ w.�• "�. -- ` `mow , �a l 1 """_ 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT Q- -- �. ��OOOO ' 0.0--o . 66.7 Q° ENT OR FACE OF CURB, UNLESS NOTED _ �_,..... •r ,...•••- o 3 W 3a 8 o z .� AN ``� 3 1 I OTHERWISE. so •-�'' 4.4 22 a - s � . _ _... - N - `� I �� `` ` I 00 00 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE v :. i .:` • , � �° I APPLICABLE. `' .� --- -' -1 A _ ; : o� , I 1 ._.,. - C 5. 18 5. \ - \ , 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, � _ - --- -- � e . 4 , .. ;:..'.' o o �. \ I PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. r'w__. :; 1. � I i 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO � I START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL �: . - p I • ® ® ` 1 FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM - $ • a _ ' l cn 1 2 to I ACTUAL FIE w w ! 6' I FIELD CONDITIONS, THE CONTRACTOR SHALL ALL NOTIFY THE ENGINEER I v i S •' U \ - - I IMMEDIATELY. I 1 �� 8 . 1� � I 1 I I - 8► - 72 r . . . D � � 8 � o. � I . (n V) �• !' a I o s, I 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS �� _ I 1 1 NECESSARY. ;: 1 . B B � % Z s _ �. 1 I I 3.55/ ti - � *' 1 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS F o •. E I 1 OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF I . TOP SOIL. LT) " F . 0 11.. . •r.=' '. F � 1 I . \ 1 I 1 c .; .. . �r� •. 6 :. S •' 1 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS L I I '�cE , : PATIO SHELLER I . WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING '; . ,, , : o yp, .. CONSTRUCTION FROM TRAFFIC BY CONTRACTORS SUBCONTRACTORS ti 18' 4' N S ACE, -6p� '`�r�0.. (SEE ARCH. PLANS) I RS OR l : • o 36 s'.: ,.. Nit ` 1 I SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE, �, ` © A 9 _ t . T 1 I I i A 1 I I 1 \ I I \ I ... - ..:: 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH a _ O K 3 s • • s. b -+ , A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS �" � . T `_�' `' �. �, :y: s � _ - A,q ;,� ' t g. R `I SP ' ► 1 INDICATED TO JOIN EXISTING ASPHALT. � � I � 0 I I I - r 11 • 33 . K �� l I 1 . - I . 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY cn1. 1 � I 1 - BACKFILLED WITH GRANULAR MATERIAL. I . Q I Vim. O ' • I I �I.�: '•.Y . • . -`0 o N 0 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD - SPECIFICATIONS � = .- z O i �° - . L RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 0 - T- I - A I �- . I - i �d- __ j .,l, 1 9 I _ II I - I . � � 1. mor @ � . 13. CHAMFER ENDS OF ALL CURBS, �• °D 1 (n 9 . , . 10' 1 . ~.• _ BUILDING 0 v - 5' : - U • • • •' Lo o 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. cr r _ Q ES 9 - �o - I 1 I I �, . . m 0- P A ., • oo •. I r� 1 - 5 A ; . s, I I � 1 - 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, 8,r ; t ... ,.. T- . 'p 5 R• I 1 d- c �M ND RDS, MAX. CROSS SLOPE OF o L� � .,... Qt .• _II II I I I I I C /4 /FT. &MAX. SLOPE OF 1.20. i • - 9. F . ` �, .' E C 'TYP, d I I Lr . A. • ® ® I 1 1 V 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW I n I. (n ~. o �- 1 �„ e- , .. I g� I I. I o Uj w I 0 1 PAVEMENT TO JOIN EXISTING. Q I K :•. v II o . awaj . Cr WO-____-- . . I I L ,. Q Q 0 I I L'III EXISTING LEGEND . y: ��j . � V_ (n A @ I I o ., : s j 15 . M cn - :I CV I I I Ln SANITARY MANHOLE _ �.._..� �. � N or 3.17' I V) � SANITARY CLEAN T SIGN . i, ; P, . .� - , * - , . _ , � . . �_~, _.• y 7 V (I 5: ' 4 •' I I 1 LE OUT TRAFFIC SENSOR • a V • , �►: .. • 1 Q - Q,_ BUILDING 20 20 5' 3.27 . 3 U I � � 1 9 POWER POLE a.. o }- _ -�- UTILITY POLE -$s2- EXISTING CONTOUR %•R . , I W 1-0 . 8 128 S.F. . I . . BRACE POLE tc TOP OF CASTING ® � oo - •.. B I _ ! I I 1 -�' TELEPHONE PEDESTAL - V. . � �° . - - •..: :. ;•� u� 00 N I Inv INVERT ELEVATION •d' Q I I � I • 136 (TYP.) o A CA IN * ' I o0 1 TELEPHONE MANHOLE pvc PLASTIC PIPE 7 arc LIGHT POLE v�� 8' 8, 128 S.F. t- TRAFFI PEDESTAL cmp CORRUGATED METAL PIPE 6.21' E - I I -�- C EDES L rcp REINFORCED CONCRETE PIPE E _II cp I •D TRAFFIC �� ��.;,. -. Q -6 0 . C OLE W BURIED WATER LINE '^��ti r--r`� O i z 1 111, ® TRAFFIC HANDHOLE �\\ SP CES o • . • •. I I DETECTOR HOUSING -E BURIED ELECTRIC LINE � iI _ o ® 9' 36' B `,. o @ I I I 1 VV --� BURIED GAS LINE p •; K K C I I i N WATER VALVE N Q aN I �. I I T BURIED TELEPHONE LINE I I FIRE HYDRANT OHE- OVERHEAD ELECTRIC LINE Ig Q K • cS`- U 1 �� I ( WATER METER OHTR- OVERHEAD TRAFFIC LINE , I �` �:• F � I o� I t--- GUY ill , . , J _ Q I .o I G �F r (PLANTE - -- --- -- --- - �• o I 0 I 1 2 NON ACCE S EASEMENT * .:•, -._.. � . I ® rebar set -; I I :.. •-� `? :: 2 N ON - ACCESS -- -_,_ B _iI 1 I PROPOSED LEGEND - �- I . •i o B I . ._ _... -- -.- - --�G SS - 71 - � _. - _ _ - EASEMENT , : - ` ' . I I �q _ �- I I I. • 'r. b _ _ _��.� 7 _ _ �. ..��.., �. .�. �. • � 15` FRONT YARD W t I LIGHT o "MmVe _ •_._ . GH T_ _ _ - SETBACK i 1 I G DUTY PAVEMENT _ � N 36 06 42 W � -•. OF � �� II (AS ,� Wq Y C 1 . GR - _ : 1 I H .. ~"``� --� .-(GRASS I �z �.;z i V) '�. K I .1 �- ° t `'� I , 11 ffl I L 1. :.f!:==:= . HEAVY VY DUTY PAVEMENT - --_._� �._ - - __ __ _ _ _ 2 _C_o_N C' CURB - • �� - d- LO tr) /\ 1 -It I . I I . 1. . I . I L I . I F.!- 11 I ?U'11 y . _� < . . . I .. I I .. . . . . . . L I z 1. .& y L I L . I I I _''� .' . HAMILTON COUNTY HIGHWAY DEPT. - - - -_ -�,� �• l �° 4 1 1. RIGHT OF WAY PAVEMENT U �� - -�_ l 4a "� I --IPII'ft .� F � _ C0 • �` 22 516 1 *_... A \ I • .. - - .-_-_. - - - - --- _ MME I ... .. RC Y . . • a : .. .. C ..:? 1. ___._} R1 _ � I • ` CON CRETE ., `'- - -- __-___ _ . �, I % 6 I . --' - . E (ASPHALT} �� N. ``�,- 1 .� 00 ` ` I (asphalt) ��'` Tqp j (WEEDS) ASPHALT BIKE PATH � 1 v ` ` � `� .-I . 2' CONC CURB � . . N '�� • A COMBINED CURB & WALK (GRASS) � r�� = =`-= __ -� � I __ _ _ o NZ B fi" MONOLITHIC CURB ,' /,� - - - - -- - - - -- -_ ��� �'y� . l (ASPHALT) 1 100 6 __�`_ `_ - •,�. �. r .� - - - ~~ '- j �r 1 ® (CON rr - - 8 `� r G -- '_ =, -__ I C ADA ACCESSIBLE RAMP, TYPE I ;� - .wow's: =- :.mss -�-� _- �---__ \ , o�\� -- ____ -.._ - ____�_�_ � �• *S yv Q �, �. ...._.�_ __ o __ - o -- -_ - �` - `'�N FE I D ADA ACCESSIBLE RAMP TYPE I I :g� i % o � . _� __ I. L . N \ e- I Q �� -1 1 � 8 4 0,7 0 : @ DA ACCESSIBLE PARKING SIGN ��� / U �1 - �- • 11 W �� I I� W. 106th Street �. - -- 7+�. •. •� � - _ E10 , n t III `' _ 2 CoN' ` _ I.I. 86, Q ADA ACCESSIBLE PARKING SIGN (VAN \ ��� Y _ _- ��• - o R� _ . 3 �, . 111 � '- �� e - �` 1 e ' 1 a l Ill � ��� �� � ` %ft U STOP SIGN u i li I d I � Ill � . � I 109 Q I 24" STOP BAR (PAINTED, WHITE) I i � I . - I . . i i I I - � I . OI CURB AND GUTTER TYPE III � � 1 1 1 °' I e% Ic TOTAL PROPOSED PARKING 124 QQ 4" THERMOPLASTIC PAINT STRIPING FOR ADA FEATURES. BLUE 11 - o I I . Ill I . I ri 1 i . % I r , I 0K ' � . . Q 4" THERMOPLASTIC PAINT STRIPING. WHITE I dj I in I � I ' '^ `� °� f �O � F= C= :) o � � TRAFFIC ARROW &WORD ONLY", THERMOPLASTIC. WHITE I at � � Ill I rii ► n I I y I� �� �� F =� � - Olollk A-4 � �i ii I I y� 3 ADA ACCESSIBLE PARKING SPACE tt � �i 11 I �o I � � o � o � 0 ot I? - - - - - - . I I TRUCK TURN AROUND AREA LIMITS . . Northwestern Dr. - ,. . . . _w - ___M -_ � � VICINI TY MAP - - - PHASE II PARKING ANALYSIS TOTAL S.F. = 329512 SQ. FT. REQUIRED RATIO = 1 SPACE /300 SQ. FT. TOTAL SPACES REQUIRED = 109 STANDARD PARKING (10 X 18) 62 STANDARD PARKING (9 X 20) 54 HANDICAP PARKING (9x20) 1 4 INCLUDES 2 VAN ACCESSIBLE ) C= HANDICAP PARKING (10x18) I 1 4 ( INCLUDES 2 VAN ACCESSIBLE ) e% Ic TOTAL PROPOSED PARKING 124 . .,6 ` ` 'oo' r '`1• I I 1%% • gpF& • • I . *```1`� �```` \ ` ` /V� Ow _`_ �,� ` U . 1 \�4 `Tq `�� �O• ,ti . . � . �� • � � �_�` ��� ` POINT OF BEGINNING �f 1`Rgs ,��," 2.982 ACRES \�� S) � ., I � I . I . . I . . . Spyq` �%- (ospholt � I . � . � � . . � I I . T . - . _ ,_ . . �� . ` 1 . ` _, ��ft_ . I . .. I .. ' .. � I . I � . � . . � . . . . . I I . . I . I . I . I . . I I . . . I IL I � I I . I . � . I . � : . . � . � I . . I . I . . I . . I . . I . . � . I . . . . . . . � . . . . I . � I . 11 I . 11 � I . . ''-.---------�----------------�, - "-.-.----.------,--.-------�-----, __ I . � I . . I � . . I � I . � I � I I I. . CAUTION N THE 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - � I 09/22/0 P . M JM S I I I - I (a to IN2005.1108 I 0) C= () e% Ic r A I =� 0 I& CO) =j 0% 7= < (tlj in ci 1. F= C= :) � I W_ dem a a =� � - Olollk A-4 > @0 ,ate 0 a� - Cq . Fka oco o �� 0 > Cho - 0 1 = UZ�0 tj CA N 0=4 en p M M G< 4 C C :03 rA %0 0 010 0 Z en ° G< z�v` w •• E 4 a �� >% w-0 �aO co 00 00 1 W2 Z in 20 c q A in �_ W-45 v CL 0 U 0. � U - 444 U r *'a ma U � u u OV" =u Vq r4 •9 `' o q A< 4 UW I � - �pNY wo H . . : . No. . . : 0. * � PE 10606108) * 0 STALE ff �' �' 0 1 •. /NDIANR••' A%A. I . CERTI ED B . CM 91 U) . g @= - W 2 �� < . () )0= a () < 2 . N= I ,,Ili . M lqtg I @C < Ite 1% M j < < 1= @2 ,a I - M IL M] IL > .0 Rc Ell Em (a) @C 19- 2 tu 91 - 0 1�2 =J 0 tu (I izz ul = ??= lz!! 1z V . < C I 1= a CA VIP IN R� DATE: 1 09/22/0 DRAM BY: JM S I-- CHK'D BY: I AWH SOB No. IN2005.1108 SHEET NO. 1 13 OF *� Ki N 0 Li 0 c6 0 Li 0 0 N i :s 0 v L_ 0 00 0 0 0 N a: w J_ 1Z 0 W m W W 0 n .4- th CID 0 N 0 W 0 0 W a V 0 a GENERAL UTILITY NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. . 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. . 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY. COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT . AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. • 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. EXISTING LEGEND. Q SANITARY MANHOLE Q SANITARY CLEAN OUT 1l�� POWER POLE 4�- UTILITY POLE �_+ BRACE POLE -- TELEPHONE PEDESTAL (D TELEPHONE MANHOLE * LIGHT POLE _M_ TRAFFIC PEDESTAL - TRAFFIC POLE ® TRAFFIC HANDHOLE . I I I . . - DETECTOR HOUSING D4 WATER VALVE V . - FIRE HYDRANT ® WATER METER �- GUY WIRE _V" SIGN . I � - - TRAFFIC SENSOR . --$82- EXISTING CONTOUR tc TOP OF CASTING . . Inv INVERT ELEVATION . PVC PLASTIC PIPE cmp I CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE W BURIED WATER LINE -E I BURIED ELECTRIC LINE -G BURIED GAS LINE T BURIED TELEPHONE LINE OHE--- OVERHEAD ELECTRIC LINE OHTR- OVERHEAD TRAFFIC LINE PROPOSED LEGEND GAS LINE ---- I G --- � ELECTRIC LINE -•--- E -"-- -- T--*- TELEPHONE LINE :�= WATER LINE I . GM GAS METER M= [a ELECTRICAL TRANSFORMER to I VALVE 9= > 0 12 - WATER METER PIT BENCH INFO ACE TBM #500 CHISELED SQUARE IN LIGHT POLE BASE LOCATED 150'± EAST OF US 421 AND 75'± SOUTH OF NORTH PROPERTY LINE OF TARGET ELEV = 893.11 - - ACE TBM #600 CHISELED X ON THE NORTHEAST BOLT OF A FIRE HYDRANT LOCATED 47'± EAST OF CENTERLINE COMMERCE DRIVE AND 310'± NORTH OF CENTERLINE OF RETAIL PARKWAY ELEV = 893.83 W. 106th Street - )V,--- =:5_W_W_WZ 11 411 000 '�. . G (.� X <9 S * a� 9 o .o V 0 s 3S . A0 CID .o % 0 Northwestern Dr. VICINITY MAP N.T.S. . ��°~ o . I . ' " 370.00' l' . . 10 . . . . # I I I I / I . /N., I I I 10 . . S38 1010 E - ---- -- .. _0000.._ �. . r, :. ...................�..........I 00 .. �ww• �. �....r•• .. r ......� .. . - I ..................�.,.� - "- ----- - -r - - -- -m _........,. ♦ . % 4z; = �...... i i . / . . I . . . **� �. 0�y �� r.. +..o .r,* �.,,,. 0000. am== �. .,.u. �.or ., ... ... �� �� �i. + �, � . .fir• �� +� +` `. '004141, `` . - � 09 � �_� . . / _ L _ _ -- .I --- �' - .. .. � ---r - -- �� 0000 -. 0000 -� 0000.+ � ` r. • - -- _0000- _,_. - �. - .- ..._ 00.00. - -- -- -- -- - / � � ♦ 0' 30' :so w . 0000+ -- -�. .--� � -, �w ...�.. .- / �� �� - - ., , . . .0-11 I . I I I 11 11 . / I I . N.. ***4%b SO �► , .o . . . / 1 %-4., ..-- / �� �t SCALE. 1 =30 11 - _.. ♦ 0 "I N G POND f _., _. _.-. - - -- -- --� -- -- 0000.- 000_0 ._- -- - --�- -' --� l0 ..011" . . .._. r �� ��.. �. ..�.. �. �• -�.- 0000.'- �.. 0000... ` `,` \ �-- �' I I .o_` .._*11 - - .- -- -- - / 2 I w000p �-- - -- .�� ♦ SS NIIII . I . I .00-o a0000 . / / I � � . �� .00, . I I . . I .000p .0 I . � I . � / / � � . . I . . 0000w 00,00 000*0 I I - . I . .1 . . t-- �` . �- z / / � \ � . I woolo wOOI . . . M I . . I . / I I . I . . I %,.-% . I '... I N I i. I . I I . . %*-IIIII. WIN 4000, . .. I . I Ld U) . I I I . I / I . . **1_1 , '*%', w ` ` ,� CP . O = ��%IIIIIIIIIIIIII� o ', a. f-- ♦ �- 0 . _ .. 0_000... Z � _ _. _ .._ I ... _._ . � .. _ -_ .. .. ._.. _ ..� .. `~ CROOKED CREEK REGIONAL - _ . _ _ .. _ _ . - . - .. _ _ _ _ . -- -. / � � ♦ s �. � ,... DETENTION POND - . _ M � ... . x . / I �� �� . w 1 0 �� �� EXISTING POND � � yp \ **%IIIIIIII. . ) . 0000, � 00.10 � ,o& \ � .� � ` ` I 1 . . ---) 00.10• �' / I _0 000_ . . .�- • • � � , . ° V ,. I I 1 .,._ .._ �"� -- 1010__ /, a* , ` .� `. . & AD I . �» ._............� -- PROPOSED CROOKED CREEK _..-- -----� .63 `• �� ~ �° I ! -__ -- .mot -9 � � � `�- � � REGULATED DRAIN EAS TENT ,,._.,'o""w� -'' �.• �° 45 0 � -- �' . • � I . .,.," - t�4 � _ � . I . commoloom--w 0000 - -- � s� w I 1 also . ���..r•• ----• am �_... so ° , t� `A i 13 g • $ � + s 0010•- .... .. AN ` 0010, `_ . --- 0000... - 22 03 �Y � I _' 0060 ''" . N 44 � , . :,'' �� � � I -' I ■.rar �. �. • '�. 1 -� �i ,� ""r ���� . '� ; 000 0 • 1 .� ` �� � I �. _& ' - � ! I • I oz G N I I 1 lII amone ... N.Now.wo am0000 swoop e ,,'. ., 6" AUXILIARY - � � j -. . �� . • RY VALVE t! .� ` 1 ,. ti ( I & VALVE Box - " - - •:. 1010 I =� 5L ,� :... I ._ . PROP SAN. C.O. �.,: ±' t�� INV.= 881.75 I { .41. . I .. . . , I '. 7A . I 10. 11 11, • . 4 . .. s t •. .. s . , - -I . I .. . - * . AV .i,------ --- --- - 11 ------- - - - 1 __ IP - � I A. . R t \ , ^ . V \ . r n G. � ` 1 / M ;' S0 OF 6 PVC SAN. _ I ! . %1. ;, LATERAL ®1.0%. ` p. 4 I I I . I PROP SAN. C.O. r SLOPE (MIN.) p ° . � I INV.= 882.25 50 OF 6 PVC SAN. I � I PROPOSED SAN. M.H. `� � I � , , - LATERAL ®1.0� / �' TOR= 888.25 Z I 1 ' . - SLOPE (MIN.) ' INV. =880.41 �� I ! ,-;. I \ :. . I . 2 .1" wATER METERS � ' I C) 1 . I . IN DUAL METER PIT `` q \ I ..e _ 1 I { 1 y :�: .. y . . \ I L I J i' ° . I I I �\ .. .� .: p.• I I 3 ... 4 (2)1 wATER .4`1 //0, I I 2 GA • `\ /� . -9 .. . . V. VALVE co •, METERS I N - _ 'jTE j I _ DUAL METER •. . I ! 0 1 1, . ' P • ��`. FIRE HYDRANT .PIT. :. • I 1 .- - . - , \ I R � _11�1 1; . . . . . . i �11! : - .. 4 1 6L . .: . � :, I . . 1. - I - R --*.-' --- . . I --- I .r . 1* I .. , III. '' L . . .11 . . I El % ..� I 1 1 �., ., • 6 "X f do i � ` I MM % 1 I . . w r P.v.C• 1; � 1 - 1 - .� -0000' I. t E� .F. of $ OE t -• o N I I a) r, RA 235 a . 45% 0 ; ' ` ... , o N o C G ' ' . I. �E*E� ••.A G `, N % SAN _ _ t 1 s o° I N L ._ . "C' I - + ► 0 1 t� � I ' LCD 15 PROPOSED { I . vA1. .• . .. I- GM SAN. EASEMENT X1L1 RY Z I I ! I -� t A t I �' ..�� 1010 . . . I* gU ; �- I - �. _. _ �- - � I...... :.. . - _ ... - �, . . .. . . V. r _. - - : 0000 = I I o I L I L D I N ._. .. _. - _ . q: ,'' • • j I �n . . ` I I I 1� . . 'fm 81. -V 100 0 :• ' r rr 2 GA 1 G\ d- C 18 S*�* Q w 54 OF fi PVC SAN. BLOCK PROP SAN. C.O. I I ° I I C '' h., . 0 �... •: ' : • LATERAL @ 1.0% VALVE ; \ (TYP.) INV.- 883.00. �. \E /M4 PROPOSED SAN. M.H.. w I. • o .. ;' � . ... ., j I I I r TOR= 889.15 �. •> �' SLOPE (MIN.) / I = 1 1. � 55 OF 6 PVC SAN. •.. . I I o INV.= 879.35 is �; -, I tg I 0 1 . 4. LATERAL ®1.0% o I - 1 ® I I I �-• . . ` •' I SLOPE (MIN.) ,. - I �� o s I 1--. ' I PROP SAN. C.O. I I ° 1 #I I o W.- I I,- 4I...I w INV.= 884.75 .�.: J.: I I , � E .. . V � . G. . I cn j'. k i :. �* . - '► . D, .,, • i . - . .• p' •' _ - 1.1? _ , k , .. I \\ z !/ - r - I 13, .� ,} .. +> BUILDING } -4 R Q I! W 1 I I Q s' .I V. � I . I . . I a. B I I ILD _ IN 80x6" TAPPING e_ I a I I I 1 a- I I ,� SLEEVE, 60 TAPPING , ' _ V b. �: I cn � I I j �� VALVE REQ'D. = • ' � I _ U_ /-(2) 1 WA I i I =��:. �� TER METERS j z 1 �� t I o ``F �" I N DUAL METER PIT. (2) 1 WATER METERS j j U_ •: IN DUAL METER PIT. I 1 AN a. I �� o t I 11 . ;( I `, ; - - - -. 0 -- I I I I N `` , f ► �` . , % 1 I f _. � \ , - �-, $..,....f'�CS =- 4- - - - = =- 0000____ = 00.00 =.-- - _ _ rebar set `` °` -- . - - -�- - - -- I 2 W - { I r I::0000 � 4i r � f • ' 00.10 - • • � • 1000 � ' ``+ j 2.W j /�- 000-0. �- �- ..►-- -,0000 p. . ' . ' �� '� \` IIIIIIIIIIIIIIIIIIIIIIIN 1 - ___ :. _ 0000_ _ _ _ �qsr�- - ` _ _ 1 ,_� 1 I . , "`_ , . :.. - - .: -- -- - GMT- Off- ` � I �`' 1 I 99 . ,",...- '' = �" 'Ty . ~ _.. 0000... ► ` 1 O' y l • ' . �. -_ II _ - _ MERCF I rn 1 I �•.� -.�-.; -_,_m . - -- ---- - D Q . 4:p . 4�? SANITARY MH --- - - ---- 0000__ - =0000 I TIC = 887.91, °� II ��11 INV = 88 PR P. C 8x2 TAPPING -- `�_ • -� 1 �o I n O ELECTR I AND GAS Li N ES _ _ _ � �� ^�� INV NW - 878.01 . TO BE INSTALLED UNDER SLEEVE, 2 TAPPING ~- _ -� : • \ ,$ I INV SW = 877.81 ; �. = II `" : � � � I " oaII - COMMERCE DRIVE BY BORING.' VALVE REQ D. •.,%� ` � I w , - - -INV. 8 PVC NE = 878.90 - *- - II - - CCMM • C - - - - - -0000__ - _ ER CE p � . . � \ � I ZZ .- . I . . I I T. 0__." ,%. I ,00:00._ .. y,r ... �, �, - 8 x6 TAP P I N G -�,. $ � / / � II t' ` `,T- �. •. SLEEVE fi" TAPPING 01 J �� I I �� u VALVE RE 'D. w •• ' G ��' 1 I I 1. CURB INLET 0000 �� - - - - - - -- � '�., �, REV ID. = 887 34 -�= - --_ _ .` I i ce. � = ` , � '� 3 , . . ` INV NE= 884.48 0000__ �'��. X I INV SW = 884.39 „� 11 .48 RCP �- - N •. . 0000____ I '. -It ' -- - �_-= -- 8x2 TAPPING 1010 �-,�- ��__ -0000 � / ~ �' �.• ~ '� ".. _ ~ �r ��` -_---a-----------, --------------- - - - - -- . �% - -_ �- -0000 \ SLEEVE 2" TAPPING / oftft i4roft 0 ii / it �' �, i� �, _�`__ 0000_ 1010 .. - !� c� / / 0000 _- --_ =0000 - -- - - -- -- I �``� 0000 _ 8" PV �� 0000 _ ~. ~ 0000_ VALVE RE 'D • `,.: 1000 - .�, . V ..j}.. _ -- =_ - - -- % /__'r-`_ 0000_ I - =owl �$..,` _ �, - _ _ _ _ . 1 wra III �i� SANITARY MH - �� EXIST STIR STR. / / I .� / // �c,' �� TC = 888.32 . - �"'�.,,,„� _ 3 ~ ` TOR 885.4 I�.E.t r ` • N 1$ ° I k ��i �� ��/ . ♦ INV NE = 877.47 -� `�•. 4� I _ I _ I _/' �, • ` REPLACE EXISTING CASTING �f • 10 I e - i / INV SE = 877.17' � / • w - �� i v ,; � � `48n , APPROPRIATE FLAT CASTING /Q / �. lg 1 \\� .I ,: t tl , / TORM MANHOLE STORM MANHOLE SANITARY MH a�� � �RCp •. V 10% 6, f I 11 I ���u Ill iii / ♦ TC = 888.35 _ •�� _ /�/ • 3 ��� I ,,/ (, _ TC = 888.13 TC = 888.08 �� �,` - u I . I - _ - -_ -_ _ � INV NE- 884.45 _ � � ��,_ / � %% - - - - -- INV NW = 879.03 = • ``� _ --- - -- - - -- _ INV NW 876 53 = - ! N V SE= 879.75 � - � � 1 � '' _ _ _ - - -- .INV SE _- 87f :28 _ .. „ � - . '`' - tif 1 1 u II INV W = 879.75 . . �... - INV SE -- '878..96 _ _ ,6 / / _ UP.B INLET _ ° . • U I I I ...._- _ . - _. _ ` ` �. � 4 ` . II - �� _ I 1 -t 11. - - • -.. �� ` ` TOR 885.4 ` .. _ • u I I I II STORM MANHOLE 8"'--, � �. ��� INV E = 8� ` \ ` Nl$ ° --� x 111 TC = 889.31 •,•� p �C �,, � LO � INV W = 877.84 �` -; `� 4Q 10 i i i i ii 1NV = 879.66 I I I I I I I �� * ���� 5��. II Itl I II . I -\ I I Ill I 11 . � I I . � R 1 . 14, III 11 � . ... . - . I . � ni I u i � . � � le I I . I . ui in I n 11 C::c 1= I � I � ni � iii n F= @C CJ II I C) I � I 01 I tf . I I I . . - . . � III I II I II I I I �, I I . V . . I I 11 I 11 .. . 11 II I1 . � . � I : � 11 Itl I ii . I 11 I � • ��� � -, I POINT OF BEGINNING . �,� . � 2.982 ACRES± ��' �I�� . STORM MANHOLE �, Z:::, __% ` -�.` \� . TIC = 886.26 CURB INLET 0000 �� INV NW = 877.91 _ ``���- ��� . INV E = 877.90 TOR - 885.28 INV = 877.95 �. . . I I 4:: Z' 4 III.- _-�"*IIIII`""* TTED FOR THE INSTALLATION OF PROPOSED . � 4�r�� n "I �� �� . . I . . . �_ z!'- CAUTION 1! THE LOCATIONS OF ALL EXIST= UMDE'RGROUND 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 -382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - •Zts,oso0 (3 11 1=4 o�N` Cno M Z ' H do en -W `n V U) E<--4 � `� o -- W2 qq g0 010 � v �" 2 OZ 0=4 4) .< < " ga a �I Q o� 44 2 0 . < CD ,=� rA Ztn� 4< • ,W-- 4= �=4 toft 0-% " A W) .. rA toossoZ "P CP WEE4 S:� M ca O 0 V U v 1 '4< L I U �a2i2 *4 ,0 ` " V Vq r4 .� `' o 14 sl< VO4 �NY h q � I � 0: eqx 4\00 wo STEP E No. � 0 PE � 10606108 : * STAIE ff � 0---/#D1 AN.••' � E�► 'NAL T 4 - CERTIhED BW I . . (M . CHK'D B1r: P (0 I IhI 05.1 -108. . (a to I 6) .- C::c 1= Vp F= @C CJ C) I C) 0 Lx= I== =j M 0 vo � cg (a) 1= 0 W - 5-7 e�s ft a 9= a . I M aw =A ra'L� to x - - mi 0 :3 0 I < , < C) - �a w1ka @g j . < CM� < < �= . =j 10 � � � I LU Ch :�= 0 = I •Zts,oso0 (3 11 1=4 o�N` Cno M Z ' H do en -W `n V U) E<--4 � `� o -- W2 qq g0 010 � v �" 2 OZ 0=4 4) .< < " ga a �I Q o� 44 2 0 . < CD ,=� rA Ztn� 4< • ,W-- 4= �=4 toft 0-% " A W) .. rA toossoZ "P CP WEE4 S:� M ca O 0 V U v 1 '4< L I U �a2i2 *4 ,0 ` " V Vq r4 .� `' o 14 sl< VO4 �NY h q � I � 0: eqx 4\00 wo STEP E No. � 0 PE � 10606108 : * STAIE ff � 0---/#D1 AN.••' � E�► 'NAL T 4 - CERTIhED BW DATE: I . . (M JM S CHK'D B1r: . 19 IhI 05.1 -108. . __ (0 .- < . . . g 1 @2 . ... I I W < . 2 - - . 'I--.--- ,�� ,.. 14 - . ca ,*,*. 0 () < 2 - . I ==I :� I to x - - I 0 I < , - - �a I < @g j . . - < < �= . .L 1 a2 ju I 91 = :�= (j I * = I M= [a . I �� 9= > 0 12 - - I fa . 19 � i . Z3 W tu 0 1 I L 11 IV= 0 2 Im " . � . 91 G I I I I I 0 a =J 0 W - L � . . .- . () 202 19 @C - - L I 1 , 22 14 L r M 0 . 0 tlJ I . � I Vj L 8 DATE: 09/22/os DRAWN BY: JM S CHK'D B1r: AWH JOB NCI.. . IhI 05.1 -108. . SHEET NO. -L�a� OF 1 m W N 0 N 0 Q 0 W Q U 0 J a MAINTENANCE REQUIREMENTS FOR EROSION CONTROL MEASURES TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER 16 STORM EVENTS. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO.A SEDIMENT ROCK TRAP OR BASIN. 5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE WEEKLY AND AFTER EACH 1/2 STORM EVENT. 2. IF FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES]NEFFECTIVE, 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. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT INSPECT WEEKLY AND AFTER 1/2 STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY. STONE BAG INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT AFTER WEEKLY AND AFTER EACH 1/2 STORM EVENT FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT WITHOUT FLUSHING WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. RIPRAP MAINTENANCE REQUIREMENTS 1. INSPECT WEEKLY AND AFTER EACH 1/2 STORM EVENT FOR DISPLACED ROCK MATERIAL, SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR DOWNSLOPE. 22 Y4" N GENERAL NOTES FRAME, TOP FLANGE FABRICATED FROM 1Y4" X 1Y4' X)6" ANGLE. BASE RIM FABRICATED FROM 1V X V X)C CHANNEL HANDLES AND SUSPENSION BRACKETS FABRICATED FROM 1Y4" X Y4' FLAT STOCK. ALL DOMESTIC STEEL CONFORMING TO ASTM -A36. SEDIMENT BAG- BAG FABRICATED FROM 4 OZ. /SQ.YD. NON -WOVEN POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH. BAG SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND LOCK. OFFICE Of THE •11A".iIL't°ON . ICOL N Y 'L'M1 ilA't'�: ►1� y `, , " 4 ' kTLLB D ('HARC;E Cd0T .; L1,011f T� 6i5 L�6 ���EEC'Cil R b1I11 �.I i:P - °�EII & to %rr Cabb „ii'�i,; t3 :r��.1PaWP - f'_ - _ - I ECTP1 "v Al !i;4, ; �,�': � �•2 +J a1{ 3�9+i:FL � ti� �_ ?� ^A:b[SL R� CL k GF771�h3� �T Fi F'rla °E47�,1 i. tsL7 H Pit' R4fl` 7 � i:' Ut T'AL 521.00 2f 4h y41FS IT,'Z FLATZ rF k A« 11 *r t FA?Cr �t F� FJI%73 �J9L' N; C c? 4 .1 :f nL_ G�NI k} i iiEL:AR ALL r s �"P- tdOMJIAL POLL •1 �r x . � '" ,r ./ �, _ �r t fly- 1"- ... -•.�� I AREA x I il� Ci l4. r 716..1�,lF�x �T 1 r t{ 1 M1•I M+ 1`r W n ,, •+ . °' f r�' r' / r� *'� ,s-• �yf �M i,..•� I a r„' 1� u I - - �,r �,r' ,rr .' ,�"• I:J` f4t�,�,I -kuw t_i`;�"1,: j .el .�� -�_f. r TOP- y try sP� yl f s E V r,f ti ;w�r,fi.�''+� •�' „p, ,� _ b r. TOP VILW LAKE OUTLET DETAIL 'R0S5;!-,SECT10N OPTION !,ror ro t�a,caa H. 1 , O- COUNTY SUIT' V E t O S OFFICE SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING A B12 ON SHEET C4.3. .8�: . . . . 1. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2' depth evenly over • • • DORMANT SEEDING B soil and incorporated into the top 6' of topsoil. Provide fertilizer with percentage of nitrogen required to ' ' ' ' ' provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent B - phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form._ Delay mixing TEMPORARY SEEDING - C of fertilizer if planting will not follow placing of planting soil within a few days. D I2. 00 LO fertilizer for lawns: provide a fast release fertilizer with a composition of 1 Ib per III 00 N N N 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by SODDING ** 8% 3. slow- release fertilizer for trees and shrubs: granular fertilizer consisting of 50 I l 20 " percent water - insoluble nitrogen, phosphorous and potassium made up of a composition WIRE MULCHING G by weight of 5 percent 4. .. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Llmlt fine grading l FILTER FABRIC WOOD POST to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. I FLOW 11 5. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. l� l 1 O'R I 0 O 3 I I I a 0 � � � 0 o •O ° • 0 0 ' " . Q O . �• O � p 0 a° OOO ° O° � Q o o o O 00 0 ° O (:)o � OO OO 0 0 Oo o° ° o Oo O° . • °� o � O Q oo o ° .o o o 0-6 • O o o ! a Q 0 O 0 - o 0 o � °9.0.00o6:0 0 O . 0o 0 ( 0 Q • o ° 00 w 0 o° 0 0p M a � 0(2;, O O °o Q � o O o b-'- o o O o . o 4 ° p OS 0 0 o ° 0 0 o;60- '� Q n o � O�•° o p ° ° ° 8 0 ' o ° O ° O 0 O 0 O o Op • °• o ° 2 1 O'R 6 MINNO .0. 0* 0 A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; � I CRUSHED STONE PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE; GRAVEL CONSTRUCTION ENTRANCE PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE NOT TO SCALE C = SPRING OATS 3 BUSHELS /ACRE D = WHEAT OR RYE 2 BUSHELS /ACRE E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. ) F = SOD drl 720,4DARD PLAT' G = STRAW MULCH 2 TONS /ACRE "r''" -� -� D" * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER �. "� tll`6 IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD TEMPORARY SURFACE STABILIZATION: LOOSEN TOP 4 INCHES OF SOIL AND INCORPORATE TEMPORARY SEED INTO TOP 1/2 INCH. NON WOVEN SPACE POSTS PER 18" IF LESS THAN 1 INCH OF TOPSOIL EXISTS, INCORPORATE 1 INCH OF ORGANIC MATER SUCH GEOTEXTILE I MANUFACTURER 1 __ __ . __.. r F7APPI(% " Q9/22/06 DRAWN BY: AJ UUMI-'UJ I, F'tH I, UK I Ut- Z)UIL IN I U L,&131 IN JUIL btrUKt JttUINU. " """- RECOMMENDATIONS AWH .LOB NO. IN2005.1108 PERMANENT SEEDING INSTRUCTION: SEE B12 ON SHEET C4.3. .8�: . . . . 1. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2' depth evenly over • • • soil and incorporated into the top 6' of topsoil. Provide fertilizer with percentage of nitrogen required to ' ' ' ' ' provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form._ Delay mixing _ of fertilizer if planting will not follow placing of planting soil within a few days. ' I _III III III III ri::F-11] I I I I I I I I III III I2. 00 LO fertilizer for lawns: provide a fast release fertilizer with a composition of 1 Ib per III 00 N N N 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight. 8% 3. slow- release fertilizer for trees and shrubs: granular fertilizer consisting of 50 I l 20 " percent water - insoluble nitrogen, phosphorous and potassium made up of a composition WIRE by weight of 5 percent 4. .. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Llmlt fine grading l FILTER FABRIC WOOD POST to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. I FLOW 11 5. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. l� l Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. _- l NOTE: 11 6. Rake seed lightly into top 1/8 inch of -soil, roll - lightly, and water with a,fine spray. - -- - l l l POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL ` 7. Install erosion control blankets as indicated on the plan. _ '' l� ll = SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL _ „_ ' • - • •r BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE 2811; W x 36 H FABRIC FLAP 8. Protect seeded areas a ainst erosion b s readin clean, seed -free straw mulch after coin letion of seeding g y P g P g I -1 (I ((( '' �° I tit III DURING INSTALLATION AND TO SUPPORT APPLIED ( HEMMED TO BACK OF BAG • operations. Spread uniformly to form a continuous blanket not less than 1 -1/2 inches loose measurements ll LOADS. over seeded areas. I l �. N I III 8 Y2° I' �� -I I l , , , 111 l FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC 9. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn _ I III_ CONSISTING OF STRONG, ROT RESISTANT, GENERAL NOTES areas disturbed by construction activities including tree and shrub installation. -III EXTEND FABRIC & t MATERIALS RESISTANT TO DETERIORATION FROM FRAME, TOP FLANGE FABRICATED FROM 1Y4' X 1Y4" X ANGLE. BASE RIM FABRICATED FROM 1V X V X V CHANNEL HANDLES DATE REVISIONS WIRE TO 4" BELOW -III III 1 SURFACE I- ULTRAVIOLET AND HEAT EXPOSURE. DATE REVISIONS DRAINAGE STRUCTURE INLET FILTER TYPE I AND SUSPENSION BRACKETS FABRICATED FROM 1Y4" X Y4" FLAT STOCK. ALL DOMESTIC STEEL CONFORMING TO ASTM -A36. SEDIMENT BAG- BAG FABRICATED FROM 4 OZ. /SQ.YD. NON -WOVEN POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH DRAINAGE STRUCTURE INLET FILTER -18-02 ORIGINAL TYPE II 5-18-M ORIGINAL BAG SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND MARATHON MATERIALS, INC. LOCK. MARATHON MATERIALS, INC. CATCH -ALL STORMWATER INLET PROTECTOR THE CATCH -ALL IS AN INLET AND CATCH BASIN FILTRATION DEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING, AND COULD REPRESENT A BEST MANAGEMENT PRACTICE FOR YOUR EPA PHASE 2 PROGRAM. STEEL FRAME OVERFLOW TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS FEATURE ON HIGHWAYS AND NEW HOUSING DEVELOPMENTS CAN RESULT IN SUBSTANTIAL AMOUNTS OF SEDIMENT DURING A RAINSTORM. TRADITIONAL PRACTICE, USING SILT SCREENS, HAY BALES, AND FILTER FABRIC UNDER STORM GRATES PROVIDE ONLY LIMITED PROTECTION. CATCH -ALL WILL HOLD 2 CUBIC FEET OF GRAVEL, SILT, AND DEBRIS, AND CAN BE MOVED FROM SITE -TO SITE. HANDLES FOR EASY REMOVAL STAINLESS STEEL BAND (HEMMED INTO BAG) POLYESTER MESH ` POLYPROPYLENE REINFORCEMENT GEOTEXTILE FILTER FABRIC (OUTER LAYER) (INNER LAYER) CATCH -ALL HAS BEEN APPROVED FOR USE ON MANY MOT ROAD CONSTRUCTION PROJECTS. PERMANENT INSTALLATION: COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND PARKING LOTS, PRODUCE STORMWATER RUN -OFF THAT MAY INCLUDE PAPER REFUSE, CIGARETTES, SEDIMENT, AND EVEN SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANT AMOUNT IN CATCH BASINS OR MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS, LAKES, AND NEAR -SHORE WATERS. THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH -ALL PROVIDES AN OVERFLOW CAPACITY GREATER THAN THE OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN SCHEDULED CLEANINGS. THE DURABLE, REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOW GRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON THE SURFACE. WITH A TOP FLANGE LESS THAN 1/8" THICK, THE ADDITIONAL HEIGHT EXPOSURE OF THE GRATE IS MINIMAL. CATCH -ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMS THAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING. D2 LAND &WATER RESOURCE. INC. P.O. BOX 20792 INDIANAPOLIS, IN 46220 PHONE (317) 917 -2180 FAX (317) 917 -2181 TOLL FREE (800) 597 -2180 www.d2lwr.com -- -STONE BAGS DRAINAGE STRUCTURE SEDIMENTATION CONTROL NOT TO SCALE NOTE: INLET PROTECTION BAGS (SUCH AS THE SNAKE BAG BY VOLM BAG COMPANY, INC. OR EQUIVALENT) SHALL BE PLACED AND MAINTAINED AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES. FILL BAGS APPROXIMATELY HALF FULL WITH #5 STONE. BAGS TO BE LAYERED 1 TO 3 HIGH AS NEEDED, AND TO REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED. CONCRETE TRUCK WASHOUT QI AREA (6" LAYER OF #53 STONE) ELEVATION OF AREA TO BE T 2 FEET BELOW SURROUNDING N EXISTING GROUND. (min.) A 3' io SILT FENCE CONSTRUCTION NOT TO SCALE B 1 STAPLE PER SO. YD 1112 STAPLES PER SQ. 20' - - - - - 20 GENERAL STAPLE RECOMMENDATIONS 300 275 10% SLOPE o _ -_ 10% SLOPE 250 C _ _ - - _ 225 B 200 SLOPE 175 C LENGTH 150 C FT. 125 B C 100 _ - _ _ _ _ 20' GRAVEL 75 A .0 GRAVEL r - 'NTRANCE EXIT 50 A B 25 B x n 0 C 2 STAPLES PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW ® X 0 X NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C' WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. Q 8 L.F. OF 6 PERFORATED STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN PVC PIPE WRAPPED 4:1 3:1 2:1 1 :1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY IN FILTER FABRIC LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. N SLOPE GRADIENT AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CONCRETE TRUCK WASHOUT DETAIL EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE NOT TO SCALE • in 0MN H � Q Z < C;:5 3 0=04 E-4 %° "A � o �zx�� CA �-- Q ZWa � HN tO � Zp- CL U O ,m/ Wa�� .q r4 V Q b0 r `,oNY w• yq Mum SOP, No. * PE 10606108. STALE ff ••�MOIAN *..•� •. CER ED Wy c W a W Q � a .J 0a� J ® a Qa 0 a� L � W CC V ca LL W ® �. > 0 oc p � W W 0 0 LU � W E VZ, ® 0 W W LL1 P Q C a W REVISIONS SHEET NO. C4M2 OF r m m to Q V � � O ��J ..ra W V LLIN J m IL a �o U) co ANJ ♦+ J V � CO) DATE: Q9/22/06 DRAWN BY: JMS CHK'D BY: AWH .LOB NO. IN2005.1108 • in 0MN H � Q Z < C;:5 3 0=04 E-4 %° "A � o �zx�� CA �-- Q ZWa � HN tO � Zp- CL U O ,m/ Wa�� .q r4 V Q b0 r `,oNY w• yq Mum SOP, No. * PE 10606108. STALE ff ••�MOIAN *..•� •. CER ED Wy c W a W Q � a .J 0a� J ® a Qa 0 a� L � W CC V ca LL W ® �. > 0 oc p � W W 0 0 LU � W E VZ, ® 0 W W LL1 P Q C a W REVISIONS SHEET NO. C4M2 OF r m m to Q V � � O ��J ..ra W V LLIN J m IL a �o U) co ANJ ♦+ J V � CO) DATE: Q9/22/06 DRAWN BY: JMS CHK'D BY: AWH .LOB NO. IN2005.1108 SITE NAME The area scheduled for construction is known as "West Carmel Center Office Park" (hereinafter referred to as the "Project "). PROJECT LOCATION The property is located at Northeast Comer of Commerce and Retail Parkway in Carmel, Indiana, at a latitude of 39 056'09 N and a longitude of 86 °13'46" W. . OWNER'S INFORMATION Name: Coastal Partners, LLC Address: 4168 Douglas Blvd. Suite 200, Granite Bay, CA 95746 Representative: Mr. Craig May Title: President Telephone: (916) 773 -0700 Facsimile: (916) 773 -0788 OPERATOR'S INFORMATION Name: Not available Address: Representative: Title: Telephone: Facsimile: NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 11" x 17' PLAT Refer to Sheet C2.2 A3 PROJECT NARRATIVE This project consists of the construction of the development of approximately 3.04 acres, Block E at West Carmel Center in Carmel, Indiana. The development includes the construction of four 8,128 -sft office buildings and supporting facilities and infrastructure, not limited to the following activities: removal and stockpiling of topsoil and installation of sanitary sewers and laterals, water laterals, storm sewers, and other utilities. The site shall be paved and landscaped. The drainage plans for the site include a storm sewer designed for conveyance of 10 -year flood discharges to an existing detention pond along the eastern property line. A4 VICINITY MAP Refer to Sheet C2.1 Record Description: Lot 3, Block E, West Carmel Center A part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: BEGINNING at the southeastern corner of Block F of West Carmel Center as per plat thereof recorded as instrument #200300041665 in Plat Cabinet 3. slide 163 by the Recorder of Hamilton County, Indiana, said point being on the eastern right -of -way line of Commerce Drive as platted in Block F of West Carmel Center, being on the South Line of the Northeast Quarter of Section 7, Township 17 North, Range 3 East and being North 88 degrees 44 minutes 27 seconds East (assumed bearing 891.36 feet from the Southwest Corner of said Northeast Quarter. the following three (3) courses are along the eastern right -of -way line of Commerce Drive as platted in Block F of West Carmel Center, 1) thence North 18 degrees 40 minutes 10 seconds West 660.26 feet to the point of curvature of a curve to the left, said point of curvature being North 71 degrees 19 minutes 50 seconds East 795.00 feet from the radius point of said curve; 2) thence northerly and northwesterly 242.02 feet along said curve to its point of tangency, said point of tangency being North 53 degrees 53 minutes 18 seconds East 795.00 feet from the radius point of said curve; 3) thence North 36 degrees 06 minutes 42 seconds West 78.27 feet to a northeastern comer of Block F of West Carmel Center and a southeastern corner of Block D of West Carmel Center as per plat thereof recorded as instrument #200000057496 in Plat Cabinet 2, slide 515 by the Recorder of Hamilton County, Indiana, the following three (3) courses are along the eastern right -of -way line of Commerce Drive as platted in Block D of West Carmel Center; 1) thence North 36 degrees 06 minutes 42 seconds West 586.83 feet to the point of curvature of curve to the left, said point of curvature being North 53 degrees 53 minutes 18 seconds East 711.45 feet from the radius point of said curve; 2) thence northwesterly 233.65 feet along said curve to its point of tangency, said point of tangency being North 35 degrees 04 minutes 16 seconds East 711.45 feet from the radius point of said curve; 3) thence North 54 degrees 55 minutes 44 seconds West 27.85 feet to the terminus of the first course in the land description of the 80.486 acre tract of land described in the SPECIAL WARRANTY DEED recorded as instrument 9709729899 by the Recorder of Hamilton County, Indiana, the following eight (8 )_courses are along the boundary of said 80.486 acre tract of land; 1) thence North 88 degrees 54 minutes 54 seconds East 478.19 feet; 2) thence South 37 degrees 40 minutes 10 seconds East 193.33 feet; 3) thence South 51 degrees 33 minutes 42 seconds East 369.72 feet; 4) thence South 38 degrees 10 minutes 10 seconds East 370.00 feet; 5) thence South 08 degrees 40 minutes 10 seconds East 255.00 feet; 6) thence South 50 degrees 04 minutes 50 seconds West 452.09 feet; 7) thence South 18 degrees 40 minutes 10 seconds East 367.85 feet to the South Line of said Northeast Quarter, 8) thence South 88 degrees 44 minutes 27 seconds West 20.96 feet along the South Line of said Northeast Quarter to the POINT OF BEGINNING containing 12.653 acres, more or less. A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will not be subdivided; therefore, there are no individual lots on the property. The overall site plan, Sheet C2.1, shows the proposed site improvements. A7 HYDROLOGIC UNIT CODE (HUC) 05120201090070 A8 STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. A9 SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater drainage from the site will be conveyed by a proposed storm sewer to an existing detention pond located along the east side of the site. The ultimate receiving waters for the detention pond is Crooked Creek. A10 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SITE . There is an existing wetland located south of the proposed site. Precautions . must be adhered to prevent sedimentation and pollutants from leaving the site. A11 IDENTIFICATION OF ALL RECEIVING WATERS The ultimate receiving water is Crooked Creek. Al2 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER v There are no locations on site where surface water may be discharged into ground water. s H A13 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES Ow The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood ° Insurance Rate Map Panel 18057CO205 F and 18057CO215 F dated February 19, 2003 for Hamilton County, Indiana. i co A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE in Pre- construction 10 -year discharge: 4.36 cfs Z Post- construction 10 -year discharge: 11.78 cfs i W A15 ADJACENT LAND USE ;i 9 Upstream Water shed: North: Residential - East: Residential m South: Undeveloped Business. H a West: Commerce Drive / Target Store A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS M Refer to plan sheet C4.1 for the construction limits co CA A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER Q At this time, grassy cover exists. A18 SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS W Soil information from the Hamilton County Soil Survey is on Sheet C4.1.This site has Crosby silt loam o and Brookston soils. q The suitability of the soils for pavement (local roads and streets) is listed in Table 8 as severe. The on -site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the pavement W system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backflling with a engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime. The limitations of the soils for small commercial buildings as listed in Table 8 as severe. The foundations of the 813 MATERIAL A building will be designed by the structural engineer to accommodate the actual bearing capacity of the soil. The on- HANDLING AND SPILL PREVENTION PLAN It is the responsibility of th operator to maintain effective pollutant discharge controls. Physical site conditions site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the or contractor /subcontracts practices could make it necessary to install more controls than were originally foundation system. Remedial treatment may include, but is not limited to, removal of the suitable soil and Solid Waste Disposal planned. For example, located concentrations of surface runoff or unusually steep areas could require additional backfilling with engineered material silt barrier or other structual controls. Assessing the need for and installing additional controls will be a No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. continuing con tractor / su bon tractor responsibility until final stabilization is achieved. Contractors and Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable All solid waste materials, including disposable materials incidental to the construction activity, must be collected subcontractors implementiig this SWPPP must remain alert to the need to periodically refine and update this to this project. in containers or closed dumpsters. The collection containers must be emptied periodically and the collected SWPPP in order to accompish the intended goals. material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste A19 LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS for disposal. Notice of Termination Locations of stormwater systems: Sheet C3.1 A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers I Compliance of the site witt the General Construction Permit remains the responsibility of all operators that have Size is storm sewer: C3.1 on proper solid waste procedures. submitted an NOI until suci time as they have submitted a Notice of Termination (NOT). The permittee s Details of storm inlets and manholes: C5.2 authorization to dischargeunder the General Construction Permit terminates at midnight of the day the NOT is Hazardous Waste g y signed. A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have Off site construction activities shall consist of connections to existing utility services. manufacturer. been met: A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL Use containment berms in fueling and maintenance areas and where potential for spills is high. 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 9 Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in 2. Another operator /permittee has assumed control over all areas of the site that have not been finally A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on stabilized. accordance with all applicable laws. proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on A22 EXISTING SITE TOPOGRAPHY the stormwater pollution prevention plan by the operator following on -site location of the facility. 3. In residential construction operations, temporary stabilization has been completed and the residence has . Dust Control /Off -Site Vehicle Tracking been transferred to the homeowner. Refer to Sheet C1.1. onstruction water trucks should g be used, as needed, by each contractor or subcontractor to reduce 815 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS A23 PROPOSED FINAL SITE TOPOGRAPHY dust. After construction, the site should be stabilized to reduce dust. Refer to Sheet C3.1. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent I Since the entire site is under a single ownership, there are not any individual building lots. device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site, off -site accumulations of sediment must be removed at 0 1 C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE 81 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES frequency sufficient to minimize offsite impacts. . The following potential pollutant sources may be associated with construction activities on site: Sanitary /Septic The proposed land use is a medical facility. The pollutants and sources of each pollutant normally expected 1. Material storage areas (more specifically described below) from this type of land use are listed below: 2. Construction waste material Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic Pollutant Source: Passenger vehicles, deliver vehicles. 3. Fuel storage areas and fueling stations system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor 9� Y 4. Exposed soils throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, 5. Leaking vehicles and equipment serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic 6. Sanitary waste from temporary toilet facilities contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater fragments, grit, road de -icing materials 7. Litter pollution prevention plan by the operator following on -site location of said facilities. 8. Windblown dust Pollutant Source: Office building 9. Soil tracking off site from construction equipment Water Source Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Water used to establish and maintain grass, to control dust, and for other construction purposes must originate g g Y The following construction materials will be staged or stored on site at various points during development of the from a public water supply or private well approved by the State or local health department. Pollutant utant Source: Trash dumpster 1. Structural fill Equipment Fueling and Storage Areas Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with 2. Road Base distribution operations), uneaten food products, bacteria. 3. Plastic drainage pipe Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). 4. Water main pipe and appurtenances Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they Pollutant Source: Parking lot 5. Concrete drainage pipe may be washed away during a rain event. Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, 6. Concrete culverts bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing 7. Precast concrete manholes Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site 8. Rock rip -rap of detergents is prohibited. sources, elevated water temperatures from contact with impervious surfaces Hazardous Material Storage 82 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES -- - . -- . .. Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, -soil, organic material (leaves, mulch-, grass clippings) Chemicals, aints, solvents, fertilizers, and other tox ►., or hazardous materials should be stored in their original -1. Schedule preconstruction meeting with Hamilton County SWCD. containers �if original container is not resealable, store the Products in clearly labeled, waterproof containers). 2. Install construction entrance. Except during application, the containers should be kept in trucks or in bermed areas within covered storage The anticipated pollution sources ore the vehicles that will use facility, including both delivery trucks and 3. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in g passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants the N01 at the entrance. Add protection measures to existing inlets. accordance with the federal, state, and local regulations. P associated with vehicular traffic. 4. Install staging area, fueling station, material storage area and concrete truck washout. I be re wired As ma 5. Install inlet protection on existing structures as indicated. y by federal, state or local regulations, the Contractor should have a Hazardous Materials QUALITY MEASURE EASURE IMPLEMENTATION C2 SEQUENCE DESCRIBING STORMWATER 6. Strip the top soil and grade. Management Plan and /or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor 7. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous The stormwater detention ponds will remain in place as permanent features after construction is completed. the slopes with erosion control blankets. P materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the storage Although the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental 8. Prior to building construction install stone surface for paved areas. areas. sediment removal function. 9. Building pads left dormat for more than 15 days, must be temporarily seeded. 10. Start building construction. Install staging area for building materials. Material Handling and Spill Prevention I I Oils, grease, broke fluid and gasoline spilled on -site shall be immediate) absorbed with products such as 11. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and perlite vermiculite, sand or polypropylene and dis osed of in accordance with P install riprap outlet protection prior to installing outlets. Final grade and stabilize slopes when inlets are Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event p e local regulations. are functioning. of _a spill of a hazardous substance, the operator is required to notify the National Response Center C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES (1 800 424 -8802) to properly report the spill. In addition, the operator shall submit a written description of the Q 12. Seed the perimeter of the site. release (including the type and amount of material released, the date of the release, the circumstances of the 13. Complete utility installation, curbs, paving and building construction. release, and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District. The Grading and Drainage 14. Install landscaping plant material and stabilize all disturbed areas. SWPPP must be revised within 14 calendar days after the release to reflect the release, stating ting the information Top soil will be placed in Icwn areas and seeded with grass and graded; not to exceed 3:1 slopes. proposed landscape 15. Remove all erosion and sediment control practices when areas, have a uniform grass cover. aboje along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. trees and shrubs will also be added. These Bio areas will act as a natural filter strip to help improve storm water 83 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS quality. The vegetated areas will slow the velocities of storm water runoff, reduce sediment runoff, and reduce Concrete Washout problems associated with mud or dust from bare soils. Refer to Sheet C4.1 for location and C4.2 for details. All concrete trucks waste material shall be completely contained and a with disposed in accordance I Detention Pond p t I local, state, 64 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS and federal regulations. A pit or container is required when cleaning concrete chutes. To the east of the site is an existing detention pond. All of the site drainage will be directed through the detention Spill Response Plan system prior to discharge. Although the detention ponds were not designed as a stormwater quality ponds. Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed They will provide a sediment removal function that is very close to that provided by a stormwater- quality swale. on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent The project supervisor should be notified of all spills. If a spill has the potential for groundwater or surface water The p 9 detention pond encourages sediment removal by providing more time for settling and infiltration to occur. sedimentation from entering the existing pond and wetland. pollution, the Carmel Fire Department (317- 571 -2600) and the owner 317- 841 -1002) should be contacted. If a Because lengths and heights of the slopes are small, more aggressive erosion control measures spill does pollute the surface or ground water, the IDEM Spill Response Center (888- 233 -7745) and the County Design Considerations Relative to Storrrwater Quality were not considered. I Surveyor 317 - 776 -8495) need to be contacted. (The Surveyor is a contact only if the drainage system Refer to Sheet C4.1 for locations and C4.2 for details. discharged into a Regulated Drain.) As mentioned previously, this project contains plans for installation of post- construction stormwater quality sin the stormwater inlets. ond and the sum All possible measures such as diking or calling a spill clean -up specialist shall be used to minimize any impacts. Best Management Practice (BMP) such as the detention p P Clean up materials shall be stocked on the construction site at all times. A description of some stormwater quality BMPs that may be incorporated into the project in the future are a Y rP P J s 65 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE follows. the feasibility of applying any of these practices to a particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority There are s proposed concentrated flow areas on -site. Inspection Schedule /Reporting will dictate design criteria and practices that may very widely from one jurisdiction to the next. Therefore, the Straw bales and silt fences will not be allowed as concentrated flow protection measures. use of any of BMPs in the list is speculative. The fact that a BMP is list should not be understood to mean only B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) that it might have been installed at this project or that it should be considered for a similar project in the calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or future. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered ovith admission of errors, omissions, or negligence on the part of the engineer or the owner. The contractor has the option to use one of several storm sewer inlet protection methods, snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. depending on the inlet location and the stage of construction. Refer to Sheet C4.1 for locations Typical Stormwater - Quality BMPs and methods to reduce stormwater pollutants and refer to Sheet C4.2 for details. Manufactured products such as Dandy Bag or Catch-All Inspections shall be conducted and a written report preppared, by a designated and qualified person familiar with products may also be used at the contractor's discretion. the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. - Stormwater Ponds Straw bales alone will not be allowed as inlet protection measures. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel These pcndu can be incorporated into the design of a stormwater detention pond or can be separate structures. making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, Stormwater Wetlands B7 RUNOFF CONTROL MEASURES and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection Stormwater wetlands are artificial wetlands created for the purpose of stormwater pollutant removal and report should state whether the site was in compliance or identify any incidents of noncompliance. The quantity control. Not applicable. contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on -site reports may be requested by inspections conducted by the local Soil and Bioretention areas Water Conservation District. Bioretention areas (sometimes called rain gardens) are structural stormwater controls that capture and 88 STORMWATER OUTLET PROTECTION SPECIFICATIONS temporarily store runoff using solid and vegetation in landscaped areas to remove pollutants. Bioretention areas Construction Entrance are engineered facilities in which runoff is conveyed as sheet flow to the treatment area, consisting of a grass Stormwater outlets will be protected by riprap aprons. Refer to Sheet C4.1 and C=�.2 Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each - _ buffer strip, ponding area, organic layer, soil and vegetation. contractor and subcontractor shall be responsible -for- maintaining the Construction Entrance and other controls Sand filters 89 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS as described in this SWPPP. Sand filters are structural stormwater controls that temporarily store stormwater and pass i t through a filter Material Storage Inspections bed of sand. Rip rap aprons at outlets will be utilized to prevent grade destabilization.. Refer to sheets C4.1 and C4.2. 9 P 810 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is Water quality swales to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage Dry water quality swales (sometimes called biofltration swales) are channels designed and constructed to subject project are considered to be part of the capture and treat stormwater runoff within dry cells formed by check dams or other means. areas. Off -site material storage areas used solely by the subj The detention ponds will provide a sediment removal function in addition to the primary project and must be included m the erosion control plans and the site inspection reports. function of controlling peak discharges from the site. Temporary or permanent surface stabilization required Biofilters for thin or bare area that is inactive for 15 days or more. Soil Stabilization Inspections Biofilters are densely vegetated sections of land designed to treat runoff and remove pollutants through 811 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON vegetative filtering and infiltration. Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has Catch basin inserts or manufactured structural achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least BMPs + p Refer to Sheet C4.2, within the Seasonal Soil. Protection Chart. 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered Many variations of catch basin inserts or manufactured BMPs exist. Inserts are devices inserted into a standard as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to catch basin. Manufactured structural BMPs.ore catch basins manufactured offsite and assembled in place. 812 PERMANENT SURFACE STABILIZATION SPECIFICATIONS achieve this goal. Good Housekeeping measures P 9 A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates Erosion and Sediment Control Inspections Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction specified. Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over in fertilizer oversproy can be incorporated by the owner and /or occupant. soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to All controls should be inspected at least once every seven (7) calendar days and following any storm event of provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent 0.5 inch or greater. The following is a list of inspection /maintenance practices that will be used for specific C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing controls: of fertilizer if planting will not follow placing of planting soil within a few days. I The following items are stormwater quality measures that will be installed during construction. These items will 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. remain in place after construction is completed and are considered to serve an incidental function as B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 lb per 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of the post- construction stormwater quality BMPs. 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50%. weight. 3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction Grass Strips activities (i.e., tire ruts) shall be repaired immediately. P s C. Slow- release fertilizer for trees and shrubs: granular fertilizer consisting of 50 4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather- related events. Mulch in Grass strips and vegetation will act as a natural filter strip to aide in storm water quality. percent water - insoluble nitrogen, phosphorous and potassium made up of a composition high traffic area should be replaced on a regular basis to maintain uniform protection. . by weight of 5 percent 5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions Rip Rap Aprons To Prevent Erosion at such point that the capacity of the impoundment has been reduced to one -half of its original storage I The location of the aprons are shown on sheet C4.1. the details and capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. specifications loca are shown on sheet C4 0. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading 6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the .2. to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original , diameter, and other objects that may interfere with planting or maintenance operations. dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original The storm sewer system will have a 2 deep sump located at storm structure #10. 11 storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from E. I Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. I erosion. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. 7. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. Maintenance requirements for the detention pond, swales and inlet sumps, which will remain in place after F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine, spray. 8. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. construe i 9. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. t on is completed, are described below. G. Install erosion control blankets as indicated on the plan. Establish a watering and fertilizing schedule. 10. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be Post construction maintenance requirements for inlets & vegetate H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding g p h screening of outfalls an q g ate areas are to include periodic inspection as needed P 9 prevented from becoming a pollutant source for stormwater discharges throng g d or at least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that operations. Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements daily pickup of litter. show signs of erosion shall be stabilized with erosion control blanket and/or seed over seeded areas. / as necessary. I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn In the event that sediment escapes the construction site, off -site accumulations of sediment must be removed Sumps in Inlets areas disturbed by construction activities including tree and shrub installation. at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment Inlet sump shall be inspected and cleaned at the end of construction regardless of whether is has reached its has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety sediment capacity. Inspect every six months and clean as needed. Inspect and clean each sum once annual) J. Refer to Sheet C4.2, within the Seasonal Soil Protection Chart for timing of temporary and permanent hazard to users of public streets. p y seeding and grass seed specifications. regardless of whether it has reached its sediment storage capacity. . _ Modifications /Revisions to SWPPP Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. . TM � N O. .` * PE 10606108 . * STAX ff •. /MD IAMt►.• CA- �01VAL U CER Tihm M C z � ' � O (A N CM ►4 en o I F0 `DA= Z.< Q W W tnqW N 1,1 .4 C4 qW ® () VJ R U �� Z 0 piim v 0 %,",,2 Z 0-4 V _ =J 0 LL W a Z w •• V2 LLI > a' V '. Z 0 < � a .,��W V M IZ a,_ o x -<° � � cc� M . 04 .< In �! LU w 4= 0.4 t- , �:)N Q�v �40 an M 0 C6 r- Z �, s _� �S CL iiiiiiiiiiiiii 0 Q Q S CL U O D > it J 0 4 W ® LI. W 0 4C a 0 oc Z � cc mi 4< F■■ W eJ n F11111111111 U 40 W n V n :C� Fiiiiiiiiiii 0 124 a =J � V M W (1) co - r119 u9u C - N M V 4 :2 Go 0 0 mi -4111��VW '= .J m/ 0 (0) 5; W LU W - - - -- Z02---� eW W, f . . ,��1STfRE, ;��F � N O. .` * PE 10606108 . * STAX ff •. /MD IAMt►.• CA- �01VAL 70-vh CER Tihm M - CM 2 W W ® Q o Z piim as 2 W a LLI > Z X Q 4 3 1 LAJ V '. Z 0 < � M J 0 M . me Q M �40 an 0 OWN J CC Q Q D W = mi ® LI. W an 0 oc � cc 0 � v. UJ F■■ W F11111111111 Z W W n V n :C� =J OW =J � V M W a Z a L M M V 4 0 V Pm '= m/ 0 W :=� DAIS: os /22/o6 DRAWN BY: JMS CHWD BY: AWH JOB NO. IN2005.1108 REVISIONS SHEET NO. C4n3 OF 6" 1 '/2 R M TACK COAT " 12 BITUMINOUS �— _ TOPSOIL CROWN CAP W/ CONIC. �.. PAVEMENT TACK COAT " 1 ABOVE TOP OF PIPE HMA B 9.5MM SURFACE — e ; •Z _`� HMA B 19.OMM BINDER 777 HMA B 9.5MM SURFACE �E ED U O �N _ Lti EXIST. • ° ° ° o. o 0 HMA B 19.OMM BINDER ° .opS. $' �000 o: o a �r N 0.53 STONE ° O O `o 0 GROUND N o, ..'oo. o... :o .. $ a . NE o O O 6"0 STD. STEEL PIPE // / o 0000 o O o 00 Oo r NO.53 STONE GALVANIZED & PAINTED, PA ° NG Q c�v� \\ \� o o _ O FILLED W CONCRETE. 0 100% COMPACTED ` �° �O ° �n NO.2 STONE O O O 4(n-) O / •t TED O a o O O S O _ � � Z eh ' 6 O *4 & WELL DRAINED ° / \/\ \� O O C��O '�O _� * O_ ° _ _ OC y �� OZ Q 0000 do-oMt�,b OC�OO O n NO.2 STONE _� Z ., .. I— III —I i I =1 I I =1 I I -1 I I -1 I I =1 I I =1 I I -III =1 00 O o0 00 o Oo O o W •- u. COMPACTED & 8" 8" BACKFILL I I —I I (� ,I I, ; III, ; I I I, ; ,I I =III; III; I 1 =I I =I (I- _ � ^� "� ""� 2' -0" 0 x 4' -0" OR 2' -0" x a GREEN - ILLUMINATING M a _ _ _ _ _ _ _ RESEEVED — III- -I I —III —I I El I LEI I I —I I I —I I I —III = —I 2 -0 x 4 -0 CON C. FOOTING. TAPE (LETTERS) A �p�., o SUBGRADENED — -I 11— I I I— 6" COMPACTED &WELL I I _I i 1 =III =III= — — —I I — _ — _ 6" OF WELL DRAINED SUBGRADE TO " " �; •• r Q ~ 114 o —, —, , I i I--1 I I —I I . I —I I ( —I I — BE COMPACTED TO 95% MAX. DRY W W (� �1 o N COMPACTED ACCORDING CCORDING TO ' =1 I I_ I I =1 I I —I ' (MODIFIED PROCTOR SLOPE CONCRETE 1" ABOVE ' ' PARIONG AS NEEDED x °O U) DENSITY M HEAVY DUTY ASPHALT GEOTECHNICAL REPORT BY ) & FINISH W/ STEEL TROWEL. o 04 r �� CONCRETE MONOLITHIC CURB DETAIL PAVEMENT SECTION ATC & ASSOCIATES 12 2 lb. STEEL SIGN --- ° �� POST (PAINTED) ° • c� Q� y NOT TO SCALE NOT TO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT PAVEMENT BLUE - ILLUMINATING ° �� ° - ° ° TAPE (SYMBOL BLOCK) n v RIGHT OF WAY & EXTERIOR STREET D `� �'OOLEO CON TR30L JOINT ASPHALT PAVEMENT SECTION WHITE - ILLUMINATING > /s WIDE, MIN. /4 DEPTH APPLY ANTI - SPALLING TACK COAT NOT TO SCALE ° * VAN TAPE (BACKGROUND) J 0 BROOM FINISH B W/ n COMPOUND ° t PROVIDE 1" SLOPE AT ci m U ° . . � • ° TOP OF FOOTING IF '- 0 6 1"RADIUS- TOOLED d- NOT IN CONCRETE WALK 6x6 W1.4xW1.4xW.W.F. ROUND EDGE - • ' Q HMA B 9.5MM SURFACE °o o N HMA B 19.OMM BINDER TACK COAT - GREEN - ILLUMINATING 00 p -O O . O O ... OO.O p.; � O.. _ I v III- TAPE (ARROW) vp ° `^ o 0 0 no °o. o N NO. 53 STONE U o ��o 0 0�° o° PAVEMENT ° ° °� O° Q� ° GREEN - ILLUMINATING • a 'a o O O O° O NO. 2 STONE -I I TAPE (BORDER) Q o o ° o o I — I �00 O O � ° o O 0 o o 0 0 -,-�,� , —� , ��� , ��� �,., --Q� HMA B 9.5MM SURFACE n n — ° III = III = III = III = III =1 I 1 =III = III = III =1 I I =1 _ — 12 �x3 -6 CONCRETE "' ti _ _ N HMA B 19.OMM BINDER v ��'' III - III — III =III- - U. o 000 o o o.o 0 0 0o p op° — _ =1 FOOTING. RECESS FOOTING - I i I- �i _III_ i — 11= ' °. o: o °orb oo Sd�.o :& 90 a — III = III =III— (I— BELOW CONCRETE WALK 4" I I =I Cm •.. III— — I I o. oo cAo. ..o - d' _ III III — III — III —III I - _ ,q y •� III —III III -I I ° n o 0 0000 0. �ao.o o a . o:o 0000 p oho a..p COMPACTED AGGREGATE No. 53 STONE I I I N W v a 6 COMPACTED &WELL o 0 0 i I =I ...1 `p In .. o. o °moo F� -o 0.�8 oQCAo.p.':o a� ..1 DRAINED SUBGRADE TO BE _ _ _ — — "VAN ACCESSIBLE TO BE NOTED __ -1 I _ GRANULAR I I- I I III COMPACTED ACCORDING TO , FILL ,I I ° LIGHT DUTY PAVEMENT III —I I —I I —I I —I I( =I I =1 I =) I I =I I =1 I I =� 2 -p" FOR SPACES DESIGNATED FOR. =I GEOTECHNICAL REPORT BY I I _ III — III = III —I I I_I I I= III = III =III= — THAT USE. _III I II I II I II I II I II i I I Ii I II > NOT TO SCALE ( EXISTING COMPACTED GROUND W 6 - ATC &ASSOCIATES � � � � � —' � � =1 I 1 —' ' � I =1 I I =) ' NOTE: ° ° CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. ( maximum 12" - sVcing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL O Q ASPHALT PATH SECTION SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE 4. ° #4 REBAR (CONT.) ° ADA ACCESSIBLE PARKING SIGN DETAILh - NOT TO SCALE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL _ PROVIDE A MINIMUM OF TWO ( 2) BOLLARDS AT EACH DRIVE NOT TO SCALE - TOP & BOTTOM ter_ CONC. SLAB ON COMBINED CURB & WALK DETAIL PREMOLDED FILLER GRANULAR BASE n NOT TO SCALE ` "" - " n BOTTOM 1/2" N ,--1 /2 STD. STEEL PIPE BOLLARD SIDEWALK 2 -0 M NOT TO SCALE 5 _6 EDGE OF RAMP I TO BE FLUSH WITH 10' -6" 10' -0" CURB RAMP BOTTOM OF CURB ° ANY W. H 0 0 0 0 2.0% (max.) -100' 6° OR 8" 20• TOP OF CURB ° oU (REFER TO ARCHITECTURAL ^ _ _ - - - - - - I ��``�STEigE� PLANS FOR DUMPSTER _ '•. (TY ' TOP OF PAVEMENT EXPANSION JT. CONTROL JT. ENCLOSURE DETAIL) .- : �;' NO. 25 -0 -= == _ == PAVEMENT O.C. o. c. 5 0 o. c. * PE 10606108 . 4" G e e e • M ° ° 4 .• ' . e e' • a a STATE ° PREFORMED e V.. e e. ve e.. .O' d v e • e de °: Q ° JOINT FILLER ••!NDUN *••••• A e d e 4 SECTION L -L ONAL • qj . ! v e e e •.e ° ! e TOOLED CONT. JTS. 1/8" • e e •d ' °' ' • . ' de a ' Typ VARIE OF /CURB BOTTOM WIDE, MIN. 1" DEPTH A e . 4a G. ° e d °.a. A 'Gee e e v d e °1 d ° e...ev ° d ° SIDEWALK 6 -0 9'_O 6l-O" SIDEWALK TRANSVERSE OF CURB •.d e . e ° v • . ' G ei e " " " EXPANSION JOINTS TRANSVERSE d e ; CER ED BY 4 CONC. SLAB W/6x6W1.4xW1.4 W.W.F. CONTRACTION JOINTS " e a e' d • . e a . SLOPE 12:1 (max.) SLOPE 12:1 (max.) APPLIED CURING COMPOUND BROOM FINISH OR PATTERNED COLORED CONCRETE o ° e ° d •'e e • d e. G ° a, e e v q CURB JOINT DETAIL WHERE SPECIFIED. CONT. JTS. 5' -0" O.C. MAX. e a• e °d �: v. e : 6. ed. a .a A e • ° .. G e n e, NOT TO SCALE 4 41 A ° d e e e e ° A cm 4: 4 A • °�° • . /•�. . . . ' . .. • . °. . " �.I. ° 4 DRAINAGE FILL • e e ° e . . , - ° . ` ' 4 : . . 0 . . e d G v e 4" LU ° RAMP GROOVES SECTION K -K U) R=_1 1177 7 =__T 7=7 11 F 7____ 17 -7 11 _7 77 r f � t °. e..° e d .'d. e a . a . d° COARSE BROOM .e e e d. ° FINISH Q °° I I I I I— III -1 I I -1 I I -1 I I -1 I I -1 I I -1 I I -1 I L -1 I I -1 NOTE: EXP. JOINTS ® III — III —I I i=i I I =III =i I I= III —i I I— III -i I I =I K L K _ =1 11 =1 I i -1 I I— III -1 i I -1 11 =1 I I -1 I I— —III SIDEWALK BLDGS., OR IMMOVABLE , �, , �, �, ,,, �, „� �, , �, illll��� Iilill�� IIIII OBJECTS. CONTROL JNT. � I � I � iL�J � I � � � � _ °- _ 1111 1 i( L: 1i i i i i SIDEWALK W RED BACKGROUND SPACING MAY VARY. THE COMPACTED & WELL 10' -6" 10'_0" i I I ry-t7-t7-rrfYi I I I e e -• �.e • I i i i (REFLECTING) v DIMENSIONS ABOVE ARE DRAINED SUBSOIL REACTION PAD -6" CONC. " IIIIIIIIIIIIIII eev. e%ve If' I ilillllllll z BIT. PVM T. DUMPSTER PAD -4 CONC. ° ° ° ° ° ° ° a MAX. SEE PLANS FOR ' �. ANY VARIATIONS EITHER 4" CONCRETE SIDEWALK DETAIL O INDICATED OR IMPLIED. I N io TRUNCATED DOMES L WHITE LETTERS NOT TO SCALE (REFLECTING) - -� -- - ... .... _ ... .. .... ... ...- �- TRUNCATED DOMES & RAMP '� GROOVES APPLY TO ALL TYPES " " o ¢ —r OF CURB RAMPS 6 -0 9'- 0 6' -0" m 2- #6x9' -8" @ 4 "o.c. 6x6 -6/6 WWF Q ° " n 6 6 18 2'_0" 8" SECTION A -q ADA ACCESSIBLE RAMP TYPE "I" D. MIN. NOT TO SCALE ...I COMP. AGGR. BASE �. WHITE BORDER U TOPSOIL DUMPS TER PAD D a (REFLECTING) - ETA I L NOT TO SCALE W • W � �� ° � NOTE: ;� �� : NOTE: LOCATION OF STOP BAR AS V R1 -'j MOUNTING HEIGHT - 7' ABOVE GRADE. .. d. INDICATED ON PLANS W • LL > \ °' _ * REDUCE SPACING 40% G• e ' � 2„R i " 2" 2" 2" VARIES d . SLOPE /4 /FT. ® O rc SIGN DIMENSIONS INCHES N _ 0.3 BIKE 18 3/g 6 6C 3 73/4 SUITABLE 4 •e ' �� a d _ I r� SAWCUT SMOOTH EDGE W LU a ° CD ° e ALONG EX. ASPHALT PATH MIN 24 �8 8 8C 4 10 BACKFILL de o STOP BAR TO BE S COMPACTED ° ' e EDGE OF CONC. PAINTED WHITE ���`� -CZ` LL% U e. 4 e C a .. Q Q. STD. 304 10 1oc 5 12'2 D TAIL OF RAMP GROOVES IN 4" LIFTS. I e _ ° d E GUTTER �o���e W n EXPWY. 36 �/8 12 12C 6 15 - _ FOR TACTILE te' Q5, III III III III III III III I I III III III I I TILE WARNING n TRUNCATED DOME CONCRETE �Q� Q� V ° SPECIAL 48 1'/4 16 16C 8 20 - NOT TO SCA 24 STOP BAR DETAIL DETECTABLE WARNING RAMP ��• o� Q 10 III ,III, III. ,III III III ,III ill, III 111 III= W Z COLORS I I III ' I i NOT TO SCALE (SEE DETAIL THIS SHEET) i COMPACTED SUBGRADE —III- W cc LEGEND -WHITE (REFLECTIVE) / " � a ° BACKGROUND - RED ( REFLECTIVE) RAMP GROOVE TACTILE U 2.35" WARNING (SEE DETAIL CC STOP SIGN TYPE 111 00000000000000000000000 0 THIS SHEET) Q 000o .� NOT TOSCALE NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 ° — O O O O O O O O O O O O O O O O O O O O O O O o0000000°0�00000000o c 0 0 0 0'0 °0 °0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 00000000000000 U) 0 0 0 0 O O O 0 0 O 0 0 O 0 O 0 O 0 0 0 0 O 0 O OO 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 Z N JQ� NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0i N sr O9 ��ro a O O O O O O O O O O O O O O O O O O O O O O O O J t 6' -1" WHITE PAINT O �ti 3 0 �" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLAN ° 00 � 2'-1 0 / SKY BLUE PAINT O O O O O O O O O O O O O O O O O O O O O O O DATE: 09/22/06 -- - -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O O O PAVEMENT VARIES 6' -6" SIDEWALK _ DRAWN BY: JMS h r - ... .. .._...__._.._ ._ -..... ._____ - -_- ._. - _ i� O O O O O O O O O O O O O O O O O O O O O O O SLOPE 12:1 MAX. } _. _ _. N CH o OQ O - - �Rt JOB NO. IN2005.1108 :��t _ --• ................... . .._.._.. -- ...__. 4' -0" MIN. VARIES WITH WIDTH OF RAMP = REVISIONS 1 2" PREFORMED J N o a, o _ C° __ _.____ _ ._.._ _ _ ___ - TRUNCATED DOME PLAN VIEW JOINT 00 �� � - • FILLER to SECTION G -G `;O in �� ,c'� M TRUNCATED DOME SPACING o in �. g ° N - -..._ 0 S: 1' -0" 4' -0" MIN. 2' -0" MIN. PAVEMENT _. - 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS. 4„ 2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP. 0.4" :$ttt - - -- - -- -- - 3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. ' -1'/ 1' -0" 1' -1 �/ 1' -0 5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. " � 6. DETECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS. 0'9 SECTION H -H SHEET NO. 7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOME SECTION Q TYP. LANE INDICATION ARROW DETAILS ADA ACCESSIBLE PARKING SYMBOL DETAIL TRUNCATED DOMES C501 A NOT To SCALE NOT To SCALE PLAN AND CROSS- SECTION ADA ACCESSIBLE RAMP TYPE II NOT TO SCALE NOT TO SCALE OF Y `3•JFj DISTANCE DFINED C� S��AF RIP -RAP TO BE PLACED BY D.O.T. REQUIREMENT SEE PLANS OR STRUCTURE DATA 1 F�� LO C WHEN TABLE FOR TYPE OF CASTING �1 ----- ! 4� I S P ON SIDE SLOPE U F_ zl I E CALLED FOR ON PLANS MIN. 6" TOPSOIL 7INISH GRADE �? o 0 TO ENSURE GRASS N - GROWTH IF NOT 1/2-CEMENT CONCRETE GRADE RINGS (ASTM -C -478, UNDER PAVEMENT MORTAR 4000 PSI) UTILIZED TO RAISE TO FINISH N a Q w PIPE CONCRETE GRADE, MAX. ALLOWABLE HEIGHT OF RISE CULVERT END SECTION =III -III -1 III - III - III -III -1 I- 1Ii- III - III -III- 111-11 = w " RING IS 12 . I ( m 2 -o ` I Il VIII I : MINIMUM WIDTH 111 Z _ _ �2" GUTTER OR SIMILAR' STRUCTURE -III -111 I I II it " PRECAST ECCENTRIC CONE Y -�' ' I N TH - III -1 I 11=1 j M CONCENTRIC CONE OR 6" E PUBLIC RIGHT -OF -WAY L COMPUTED LENGTH OF CULVERT PRECAST COVER. 1(— PLAN VIEW II =�' PAY LENGTH OF CULVERT END SECTION BARREL SECTION -48 "DIA. LENGTH (D) , ASTM C -478 CLASS A GROOVED END ON OUTLET END REINFORCED CON C. PIPE TONGUE END ON INLET END SLOPE DETAIL 12" C. T IF WITHIN 5' OF EDGE OF 4000 PSI D 0 C. MAX SPACING PAVEMENT , USE A8 CRUSHED STONE 4" MIN. 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTION GROUT SLOPE 12" 5" p Q- a r 3" MIN: COVER gOTIH 4 BARS ® 6" O.C. 6" "B" BORRO WAYS 6" (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE "C" STORM SEWER NOT TO SCALE 24. 6" MIN. z to __A H SEC. D I A. "H" 48" 5' -0" 60" 6' -0" 72" T -2" 96" 9' -6" 102" 10' -1" 108" 10' -8" . STEEL AREA 0.12 1 N. LIN. FT. NIDTH IN BOTH DIRECTI NS. .NING ADDITIONALLY REINFORCED W/ IV. OF 0.20 IN.2 /LIN. FT. ® 90 ° AIGHT RODS. MIN. LENGTH = DIA. OF NING PLUS 2" • ` ► • ► -CONCRETE MANHOLE COVER NOT ` J O' CO a a x � o r- CEMENT GROUT PIPE THICKNESS + Vb +2" 0 HOOK OR APPROVED EQUIV. CLASS I BEDDING Bc Ic C B= D -C DIA BOLT MATERIAL HAND TAMPED OR WALKED (TYP) INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND "B" BORROW COMPACTED ' TO 95% STANDARD PROCTOR DENSITY TO -' + TOP OF TRENCH. 0 o A N 2 "R " v w w NOTE: 1 1 / —7 / �--1 1 /2 R CLASS A CONCRETE ALL INITIAL BACKFILL SHALL 3" LEGEND BE INSTALLED IN 6" TO 12" E + 2T BALANCED LIFTS. Bc= OUTSIDE DIAMETER SECTION Y -Y GROOVE (OR TONGUE) TO � D= INSIDE DIAMETER A MINIMUM 9" OF CLEARANCE BE THE SAME AS ON STANDARD ° SECTION A -A d= DEPTH OF BEDDING SHALL BE PROVIDED ON EACH - REINFORCED CONCRETE PIPE 6" `1' CONCRETE PIPE TOE ANCHOR MATERIAL BELOW PIPE SIDE OF THE INSTALLED PIPE. ASTM DESIGNATED C76 CLASS "A" CONCRETE LA DEPTH OF BEDDING LONGITUDINAL SECTION MATERIAL BELOW PIPE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 PIPE PROVIDING THE METHOD IS APPROVED BY THE ENGINEER ( as set out in standard specifications.) PRIOR TO INSTALLATION OF PIPE. REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 FOR THE SIZE OF CONNECTING PIPE. ( as set out in standard specifications. ) REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID DIA. T (MIN.) A* C* D* E* K R1 R2 APPROX. WEIGHT 12" 2' 5" 4' -3" 6' -2" 1 2' -0" 1.3 10118' 9" 800 15" 21/4" 7" 4' -0" 6' -3" 1 2' -6" 1.5 121 2" 11" 1 1100 18" 212." 11" 4' -1" 6' -2" 3' -0" 1.8 151 2" 12" 1300 21" 23/4' 11" 3' -6" 6' -3" 3' -S" 2.1 161/8' 13" 1500 24" 3" 12" 2' -8" 1 6' -3" 4' -0" 2.3 16 3/16W 14" 1800 w 27 w 3 1 4 w 13 w 2 1 -5 w 6 / -3 4!-6" 2.6 w 18 3 16 141 2 w 2100 30" 31/2' 14" 1' -10" 6' -3" 5' -0" 2.9 181/2' 15" 2400 33" 3 3/4" 15" 3' -6" 8' -3" 5-6" 3.1 233/4' 171 /2' 4100 36" 4' 17" 3` -1" 8' -3" 6'-0" 3.4 24 3/16w 20" 4200 * TOLERANCE f1" D d (MIN) 27" & SMALLER 4, 30" TO 60" 4 66" &LARGER 4 PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL NOT TO SCALE DISTANCE DEFINED BY D.O.T. REQUIREMENT OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. MIN, 6' TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT =III= _ ___ ___ � — __— __— __ —__ —_ —_— -I 1 �— III -1 III —i I I —! I I -1 I I -1 I I —I i t -1 I I -1 I I 111 -111 -1 I -III —III MINIMUM-WIDTH IIi —III ;.III_ PRECAST CONCRETE END SECTION r 11 =1 i EDGE OF PAVEMENT, CURB — III - i NOT TO SCALE GUTTER OR SIMILAR STRUCTURE -III —III III —III IN THE PUBLIC RIGHT -OF -WAY - 111 -11 _ II —III- ;I I II MIN. 12" MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND REGULAR BACKFILL TO TOP OF TRENCH. d 9" MANHOLE STEP I.S.D. 1980 -C NOT TO SCALE 7/ " ASPHALT z ZAGGREGATE BASE N .- o Oa o 000 00 ° PERFORATED SCHEDULE 0 0 0 o 00 0� 40 P.V.C. PIPE (4 ") #8 WASHED GRAVEL 00 0g o OR APPROVED EQUIVALENT o Oga °8o O (INDOT STD. SPECS.) 00 0� 0 O o Oa °O o 0 0 0 O ° -0 o d- 4° 4" CURB PERFORATED PIPE A AND TRENCH DETAIL NOT TO SCALE ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN w JOINTS 30' TYP. 0 1/2-CEMENT LA MORTAR o Q o CONCRETE CAP 90° 4" PERFORATED P.V.C. CAP END OF PIPE > (TYPICAL) y U NTED P.V.C. NDERDRA SLOPE ® 0.5% MIN. in CONCRETE "0" RINGS _ wa r. V 1' -4" SPACING FOR ft j?o 0 -RING GASKET ASPHALTIC o PRECAST CONC. M.H. STEPS " _? MASTIC OR BUTYL RUBBER MANHOLE N ��, Z SEAL AT JOINTS PLAN VIEW - CURB INLET CID 0 5' DIA. Ow . o 0 4" PERFORATED P.V.C. a UNDERDRAIN. SLOPE 0 0.5% MIN. i N o Q�P cn LET ° a A 90 N v J a } . w m � W z > A CAP END OF PIPE 12 L (TYPICAL) IF WITHIN 5' OF EDGE OF d (MIN) IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR 30" TO 60" PAVEMENT: USE "B" BORROW EQUIV. GRANULAR MATERIAL Bc COMPACTED TO 90% STANDARD COMPACTED TO 95% STANDARD PROCTOR DENSITY TO 1/6 OF PROCTOR DENSITY FOR ENTIRE .. PIPE DIAMETER AND REGULAR TRENCH BACKFILL , :: = _� =:;: : ' -.' 1/6 Bc BACKFILL TO TOP OF TRENCH NOTE: ALL INITIAL BACKFILL SHALL LEGEND BE INSTALLED IN 6" TO 12" BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 3 30" TO 60" 4 66" & LARGER 6 REINFORCED CONCRETE PIPE (RCPT BEDDING DETAIL NOT TO SCALE A '6" DRAWN BY: PLAN PLAN 2 -0 �r 2" PIPE 6" w '� 6" 3" PIPE a° i� q PIPE N 2" • � '. SECTION A —A SECTION A —A ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE * ** 3' MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TYPE "M" INLET TYPE "J" INLET NOT TO SCALE NOT TO SCALE T= m m A Q V � 0 Cf)J ..ra ul LLI co) J CL <0 m Q J d♦ � 4cm w O♦, J V CO) LU O •zoo o ,N zb..4 Cn = %0 0 Zen ��.. E zww� I=*Qa44o OCDO° Z%A CID rwon �L z �0 � a 0 U 0 z v q �do W. y No* * PE 10606108: STA1E T •.AND IAN►.• f CER ED Y N UJI a a L a z � a 0 > 0a_ a � a C as a� W W m U ca LL W LL > 0 W LLJ v cc LU LU n z mi ow � V m CC a a CC v a 0 LLI DATE: 09/22/06 DRAWN BY: JMS CHK'D BY: AWH .JOB NO. IN2005.1108 REVISIONS SHEET NO. 15m2 OF CLAY TOWNSHIP SANITARY SEWER MAIN LINE SPECIFICATIONS 1. Standard specifications of the District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have 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 crosssectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. O -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 manufacturers 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. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure 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, the 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 precaat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband 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 Engineers 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 ail 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 asbuilt 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 shall 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 327 IAC 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 pipa. 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 o the lines have passed all punch lists. N 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. CD 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 on the sewer. LO 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or N equal) and be 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. i 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 3 10 -inch 0.28% 12 -inch 0.22 0 15 -inch 0.15% o 18 -inch 0.12% N23. 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 Z Land Surveyor or Engineer and be available on -site for observation by the District's i Inspector. No more than three manhole sections can be constructed in advance of such a measurements. cli 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. 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 cleanout adjacent to the building. W } in 0 W CA a 0 f-. 0 Q U O J a TABLE 1 XIININIUNI SPEC=IFIED TINIE REQI_T1RED FOR A 1.0 pr,i9 DROP FOR SIZE ANT) LENCrTH OF 11111E INDIC'AT'ED 15pe al etcr 1ri• Nf iunluni ' i'me, , in :� Length, for Nf llin1i1r11 ' ime for L �n � 100 ft 150 ft Spc:Cifica . km ft "Rine for 25911 Length Q _00 pp i Shown. rx �j0 pl in. 400 450 p 4 3: d; 3 5 ��7 ti.3t� 0 L 3.46 3:46 3 :46 3.46 3:46 3:46 3 -, 46 3: 6 :40 386 0054 L 5:40 5A0 5 :40 S :40 5 :40 5 :40 �:�� 1.1111, 6:24 8 10 7.34 298 1.520 L 7.34 7 :34 7:34 " :34 " 36 S: 5i l aos 11 :24 5.266 �t 2374 L 9:25 11:20 3;.�. i 11:20 9,28 11:24 9,63 14.1 5 111,52 13 :51 19:5 8 13.,49 ry2.47 22.47 77 "48 25 :38 12 11:20 199 -4.418 L 16 11:10 _ LSD; �, 5. 121:. 1410 14:10 11 :48 22:' 15 26,.42 31 :09 536 C1 18 17:170 133 ^.0821. 17:00 -- �r 5 � _ ,,., :.t�. �- •1 =1.��. �1:1�a_ 21 # 1��:5Ci � �► y 114 1 0,470 L `16:10 41, 51 :1 _.03 52.211 ro hl .lit? �� _ 6 : _�','��1 78:31 .. 27 .:r 22: 0 25.30 89 13.674 L 22: -47 34:11 45:3 3 --56.--58 6S: 22 79:46 l6 9 1 :10 102:3-1 30 28.20 84 17,306 L 25 : 5l 43:16 5-0:41 72:07 86-32 -108:-50, 100:1v7 5.22 11 ._� 129:48 3 ,� 31 0 1 80 -r2 21.385 L "x:3'7 53:26 7 � 111._ 7 S�.CMr 08. 5C� 1'��1.35 142.25 1 X0,15 3i ' 34:00 25,432 L 49x05 1:35 8:10 107 a1< 1?1 :1 150 13 17•,.x► .�.,.1 193:53 86 30.788 L 61:17 76:55 102 179:2 ?05:f�7 y3U.d� CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch, or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are herby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank shall be abandoned and filled with earthen material in a safe and sanitary manner. Please contact the appropriate Count y Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D - 3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D - 241, SIX INCH PIPE GASKETS JOINTS ASTM D - 3212 GASKETS ASTM F - 477 FITTINGS SDR - 26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9, or 11 stone. Fill material is to be placed from 6 inches below to 6 inches above the pipe. The trench should be a minimum of 18 inches wide. 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 -and ASTM D 2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10.Laterals shall terminate within 3 feet of th e building unless the conditions in item #3 above are met. No glued pipe .shall be installed outside of the building foundation walls. 11 Additional information on District standards and specifications may be obtained from the District's office during business hours of 8: 00a.m. to 5: OOp.m. Monday throu h Friday. All District standards can be located on our web site at http:Y/www.ctrwd.org Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, IN 46280 Phone: 844 9200 Fax: 844 9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection. 14. Contractors shall lay 14 gauge - stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 5 MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT _ T T - 1= III - III =1' = III -III =1 I I -III -111 -I I I -I I I -I I I= 111_111 - III - III -11 I_I I I- III -11' -1 I =1 MUM ,'WID TH:. I I El I lEd I I - III -I I 1_252 ic +" 12 I I -III -� EDGE OF PAVEMENT, I I -III- CURB, GUTTER OR =111 =1II IIII II1= SIMILAR STRUCTURE - III -II II� III- _III= IN THE PUBLIC ;II III II' RIGHT -OF -WAY MIN. 12" IF WITHIN 5' OF EDGE OF IF NOT WITHIN 5' OF PAVEMENT, USE #8 CRUSHED EDGE OF PAVEMENT, STONE OR APPROVED EQUIV. R USE #8 CRUSHED STONE CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED HAND TAMPED OR WALKED INTO INTO PLACE TO MIN. PLACE TO MIN. OF 12" ABOVE TOP OF PIPE, AND "B" BORROW �_:' `_ ` ~_ OF 12" ABOVE TOP OF COMPACTED TO 95% STANDARD d PIPE, AND REGULAR ::3..-:._ ; :: ..., - :.:..•.:: :':: BACKFILC TO TOP OF PROCTOR DENSITY TO TOP OF ..,. • TRENCH... .. TRENCH. NOTE ALL INITIAL BACKFILL SHALL LEGEND BE INSTALLED IN 6" TO 12" BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING MATERIAL BELOW PIPE SIDE OF THE INSTALLED PIPE., DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 6 30" TO 60" 6. 66" &LARGER g PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL NOT TO SCALE +� y e Cloy T ' .Q. t tr o V-41 41 � '';w.�` F `✓'"� 'M'Wf�y' '".". !M is �"I�•p -r, ''� y W -e� 4.•iRf' b .t � ' t jw \t.:. . COVER AND SEAT. 00 OF LATER., PROPERTY OR EA -)EMEN I UNE 6 *0 LATERAL MnN SEWER LIK 5' -0" 5' -O BEDDING MATERIAL COMPACTED M�5% BY PROCTOR - PIPE LONGITUDINAL SECTION TRENCH SECTION UNDER PAVEMENT NOT TO SCALE NOTES: 1.) CONTRACTOR TO CONSULT SPECIFICATIONS FOR COORDINATION OF MATERIALS TO BE USED. TRACItA SHALL CUT A SECTION FROM MAIN LINE SEWER. 7W. ENtiS TO BE SWARL TWO REPAIR COWLIHGS SHALL BE USED, ONE At t END OIL 7 CONNECT11ON TO TW. MAIN UNE- THE MOTH oF. #A! U- 9C W INN 1/2 OF THAT OF "'8`. WYE'S MAY SE I}MALE ED OR 9ML - S7MGHT ENDED. COWl.E7 , CONNEC71ON COVER AM „ UM OF. tA7ER& PR.OM1'f OR EASE141N. T Lim O'CLATERAL W SHALL BE NO MORE THAN 1/2 INCH m A REPM CWP(. NGS r m U0 �+ N *4 C ? Z hM � VZ M� �V-4 C �1 Z v v 0 �Z� E C) .4 �� r J � gn � a o t� W V Hx -<°" LUN Ate.. o �0 v a O U O m U N a Z 0 �I 0 t� ~ y ) Qu � r4 N� "oa MAN SCV" UK 0 W 1.- PIPE SEDMG FAR LATERALS SHALL BE T'I•Ifr SANE AS FOR TWAIN UK 5EWM 2- NORIIAI. ORADE FOR LATERALS SHALL BE f /4- PER FOOT. 3- MNIMUM GRADE FOR LATERALS. SHALL BE t/e Pat T=OOT. 4. ALL F'ITiINGS SHALL BE SOR 24. S. D P'TH AT PROPERTY LINE TO 8E AP'PROX S FEET E MOW ESTABUSHM GRADE DCWT VIM MAIN LINE QUM n= S"ALLOW" DWI" OR N4tERE BAITS DICTATE A GREATER DEPTH. MARIA OF LA70M AT PRWOTY UNE WTH A METAL FUM PMT. NOT TO SCALE IF LESS THAN 10' VERTICAL SEPARA T/ ON SHALL BE NO LESS THAN 18 ". SEWER i I i WATER MAIN Z I , ' 3 I SEWER WA TER 10' MIN. 10' MIN. ' I MAIN IF LESS THAN 18" OI OR IF WATER MAIN I I WA TER MAIN- IS BELOW SEWER , 2 CLASS 150 MECH. JOINT o CAST IRON PIPE ' SA NI TAR SEWER CONC. FLEXIBLE COUPLING COLLAR( TYP } OR ADAPTER ( TYP } CROSSO WR & SEPA RA TON REQUIREMENT TS FOR WA TER MAINS & SEWERS NOT TO SCALE D +8" MIN. CAREFULLY ' TAMPED BACKFILL N D 11= i I -1 /4D, 4" MIN. 1/4D -I - -I - CONCRETE CLASS "A" BEDDING CONCRETE CRADLE NOT TO SCALE CONCRETE COLLAR HEAVY DUTY LAMPHOLE CASTING W/ SOLID LID, NEENAH R -1974 OR EQUAL BEDDING MATERIAL 450 BEND . WYE 1/4D CONCRETE CRADLE CLEANOUT DETAIL NOT TO SCALE NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR ALL CLEANOUT INSTALLATIONS (SEE DETAIL) W. * PE 10606108. STATE OF CER-n ED B 0 oc � w a NLLM CC LU U �y F- 8 CM W a Z a W 2 C Oa- J � a a� W W 0 c LL W LL > O ac cc W W CC W W M 0 W V� W oC a � V a V W DATE: 09/22/06 DRAWN BY: cww CHWD BY: AWH JOB NO. IN2005.1108 SHEET NO. C5n3 OF a L W U 9 0 0 N Z C a tr 0 0 co O ii S N i ii U. 0 a a- 0- M to 8 V- 40 0 0 0 n S SEASONAL, SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. I MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING AC A Acef campeatre Hedge Maple * /// 11111IN111 * Liriodendrnn tulipifem /If-- 2.5' B & 8, straight trunk. centrd leads AF 3 Acer gnndo tame' Amur Maple 1.5' B&B 4 Magnolia x soulangiana Saucer Magnolia 5-6' DORMANT SEEDING B River Bich 10 -12' B 8, min. three trunks 6 Picea gimm bensata' Block Hills Spruce 5-6' B B, full to ground B 3 Comus dtemUdia TEMPORARY sEEOwc 1.5' C 2 Platanus occidentdls *1411111 1'j B B, straight trunck,centrd leader Cc 4 Ce rcis conadensis Eastern Redbud 7' E 7 Pic ea pungens SODDING 5-6' B B, full to ground ** 124 ethro dnifdia �ummingbird' IIIII IUIII II Cont 12 Panicum *gotum envy Metal Heavy Metal Switch ass � � � Cont. FG 36 Foffwgllo gardenu Dwarf FothergBa 18' B B or Cont. S Quercus muehlalwgii Chlnkapin Oak MULCHING G FX 78 Forsythia x 'Am olds Dwarf Arnold's Dwarf Forsythia 18' Cont 3 Quercus prinus Chestnut Oak 2.5' B B, straight trunk, central leader HF 9 Hosta 'Frances' Frances Hosta #1 Cant., S O.C. 4 Quercus shumarcfii Shumard Oak 2.5' B & B, straight trunk, central leader A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE C =SPRING OATS 3 BUSHELS /ACRE D =WHEAT OR RYE 2 BUSHELS /ACRE E = ANNUAL RYEGRASS 40 LBS. /ACRE (1 LB /1000 SQ. FT. F = soo G =STRAW MULCH 2 TONS /ACRE * /I /« = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING S00 PLANTING NOTES: 1. A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE SEEDED. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1 0 . REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. 2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN, QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 3. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH A 2' TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH, BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 4. ALL PLANTING BEDS SHALL HAVE A 2' TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE — EMERGENT HERBICIDE APPLIED AS PER MANUFACTURERER'S RECOMMENDATION. 5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION CONTROL PLAN DETAIL SHEET SET TOP OF ROOT MASS 1 ABOVE FINISH GRADE SPADE EDGE - .11006 r-3" MULCH LAYER AS SPECIFIED FINISH GRADE jr BED PREPARATION"'� 4 PARTS TOPSOIL 1 Z4 PARTS PEAT 174 PARTS COMPOST SHRURAND &ALL—TREE.- -PLANTIN "-ETAI NOT TO SCALE NEVER CUT LEADER. THIN UP TO 1 OF BRANCHES RETAINING NATURA 3 SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH, STAKE TREES UNDER 3' CAL USE WOOD STAKES 3 PER TREE 0 120 ALL STAKES AND GUY WIRES TO BE REMOVED WITHIN ONE YEAR. GUY TREES 3" CAL. do LARGER USE 2'xf' STAKES DRIVEN BELOW GRADE. (3 STAKES 120 APART) ALL STAKES AND GUY WIRES TO BE REMOVED WITHIN ONE YEAR. EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FROM TOP OF BALL 3" MULCH LAYER AS SPECIFIED 4" DIA. X e SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE C—a 1;j:(A;jW;jRkjj'kXLejp1 2k • 4' WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12' LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE HOSE GUARDS AND GUY WIRE GUY TREES 9' HT. AND TALLER. USE 2 "x 4" STAKES DRIVEN BELOW GRADE. 3 STAKES 0 1200 APART. STAKES AND GUYS TO BE REMOVED WITHIN ONE YEAR. EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT CROWN 4 ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FROM TOP OF BALL .3' MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT PULVERIZE SOIL EXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE (SET 1200 APART) UNDISTURBED SUBGRADE BASE Owl IV F =i l It Jet IN tA a RA Z. k I I L' Lei CA C1 I STAKE TREES UP TO 8' HEIGHT. 3 STAKES 120° APART EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE 0 30' 60' .SCALE: 1' =30' Iand p'aaaiag landscape Architecture Environmental Gzsphics –� 361/2 South Main Smet Fostville, IN 46040 -1037 telephone: 317.485.6900 fax 317,485.6912 CONTEXT TOLL. FREE — INDIANA UNDERGROUND — vim jr 75 10, V. W. 106th Street �y Northwestern Dr. VICINITY MA,-. 1 r PLANTING SCHEDULE 9 KEY NUaBER BOTANICAL NAlIE COMMON NAk1E PLANTING SIB RQJA(tKS KEY LT MA N BOTANICAL NAME COMMON NAVE PLANTING SIB REMARKS 10 AC 2 Acef campeatre Hedge Maple B & 8, straight trundc.antrol leader N.T.S. Liriodendrnn tulipifem 1 r PLANTING SCHEDULE 9 KEY NUaBER BOTANICAL NAlIE COMMON NAk1E PLANTING SIB RQJA(tKS KEY LT MA N BOTANICAL NAME COMMON NAVE PLANTING SIB REMARKS 10 AC 2 Acef campeatre Hedge Maple 25' B & 8, straight trundc.antrol leader 9 Liriodendrnn tulipifem Tulip Tree 2.5' B & 8, straight trunk. centrd leads AF 3 Acer gnndo tame' Amur Maple 1.5' B&B 4 Magnolia x soulangiana Saucer Magnolia 5-6' 8 �C 8, dump AG 3 Aesculus glabra Ohio Buckeye 25' B & B, straight trunk, central leader MP 5 lulus Prairifire' Prairifire Crabapple 1.5" B&B AN 9 Ameian -chier x grandiflora 'Autumn Miance Autumn BriNance 5-6' B & B, dump MS MY PC PG PO PP PV QM QP QS RA SM SR VB 13 Mdus !Su 9 Ty me! Sugar Ty me Crabapple 1.5" B&B AS 10 Ac er saccharurn $onfwe Bonfire Sugar Maple 25' B B, strdght trunk, central leader 110 Myric:a pensyivanica Northern Bayberry 36' B & B, V O.C. BIB 46 Buxus kore hylla var. korexarta Korean Boxwood 18' B & B or Cont. 6 Prunus virgRedo nerds Redo Canada Red Chokeeherr 1.5" B & B central leader BN 6 Betula nigm River Bich 10 -12' B 8, min. three trunks 6 Picea gimm bensata' Block Hills Spruce 5-6' B B, full to ground CA 3 Comus dtemUdia Pagoda Dogwood 1.5' B&B 2 Platanus occidentdls Sycamore 2.5' B B, straight trunck,centrd leader Cc 4 Ce rcis conadensis Eastern Redbud 7' B B. dump 7 Pic ea pungens Blue Green Spruce 5-6' B B, full to ground CH 124 ethro dnifdia �ummingbird' ummingbird Summffswt 18' Cont 12 Panicum *gotum envy Metal Heavy Metal Switch ass � � � Cont. FG 36 Foffwgllo gardenu Dwarf FothergBa 18' B B or Cont. S Quercus muehlalwgii Chlnkapin Oak 2.5' B B, straight trundk,centrd leader FX 78 Forsythia x 'Am olds Dwarf Arnold's Dwarf Forsythia 18' Cont 3 Quercus prinus Chestnut Oak 2.5' B B, straight trunk, central leader HF 9 Hosta 'Frances' Frances Hosta #1 Cant., S O.C. 4 Quercus shumarcfii Shumard Oak 2.5' B & B, straight trunk, central leader HQ 23 Hydrangea quercifolia Oddeaf Hydrangea 24' B B or Cont 31 Ribes alpinum Alpine Current 18' Cont. HS 65 Hemeroeallis'Stella D'oro' Stela D'oro Daylily #1 Cont, 3' O.C, 8 Syringa meyeri Dwarf Korean Lilac 24 -V B do B or Cont IG 33 Ilex glabra'Compacta' Compact Inkbeary 18' B & B or Cant 4 Syringa reticulate Ivory Siik Ivory Silk True Lilac 1.75' B & B, central leader � 50 Juniperus horiZOntdis `Yvon stown' Andorra Juniper P 18' Coat, 3' O.C. 5 V x,mum x. Burkwoodit Barkaood Viburnum • 24 B &B or ConL L •'z rftC d o Zen z "" .44 � S x m 4A01 •- C1 ~N v �Z L �. CP 4PMM4 . %, a C) 0 U w �'6'A p� Qb �W Q a � ae a� e� a �a C v DATE: 09/22/06 J W Q J CHK'D BY: J W Q JOB NO, w U Q c� J a c� w� a QQ U� D Q J Q a � ae a� e� a �a C v DATE: 09/22/06 DRAWN BY: FJP /APP CHK'D BY: FJP JOB NO, IN2005.1108 REVISIONS SHEET WO. OF IN2005.II0S.CEC611 P.DWQ J CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, v+alm, and marks trade 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 W-iIC#,I NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION, 1 -800- 382 -5544 CALL SHEET WO. OF IN2005.II0S.CEC611 P.DWQ J CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, v+alm, and marks trade 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 W-iIC#,I NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION, 1 -800- 382 -5544 CALL 0 L3 C6 0 L0 0 O N Z i a i CU N Cn .v L O 00 0 0 O N i 6: LL. 3 0 CD 0 W co M N LH CD 0 N 1 a) O a 0 0 LU 0 V) 0 a W. 106th Street I 000 . ,, • G -* 0i F y n 1 o � '' �3 w 1 Northwestern Dr. VICINITY MAP N.T.S. - � ` % i / . 1. I .1 _ - # S38 °10'10 "E - 370.00 �z. . . .� ... "0000" . • 1. rr �w �r� �r s .r �r �ris� .rrr� w �+ ` . � ��■� � � �� me we �� � r ter► � .r sora�m r � wiw� � r 6000 � � / % 0000 do so nemem woo- • � 0.00• ..�•• / ` � `` . 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INV NW = 879.03 INV NW = 876.53 - °• ��`` - - Q INV SE 879.75 INV SE _ $78.96 = %_ � _ ` � ` � Oo- RBI LET o O • I I I 11 I N v w = 879.75 INV SE 876.28 � / _ � n 11 � TOR 5.44 Ill 11! I �/ o 18 4 �-� q I I 1 , 11 STORM MANHOLE 8 � � d' �' I 400 O °O• - ° < 0 I ° I O• f ^� . (V . I 1. 1b N. �. �,- O�• °�• 10.1 � �. �� O � 0 V v ' - °� -1 $ S,6� . . . � I Ili SpaUtd g^ � - _ - . cia. .. a °� °� `� co .j *I.,,. - ,, V k O t op° ° _� a - ° °O ` w. I , � . I Spaulding - °o• o .7 400' a ��� ° °o' 0 O' \ o . F O °O. , °° V�3 L0 I o O I O • o ` °o % oz). . . . (3 \ Q) 1 01�3. Q� I ko V . . . -�--) I I . ,-; I O 0 - °°- O ,� °�' .' ^ °►� •' . of _ °°• '°;' ° °• O 40a ° 0 O ... h 00• ,� CO a. !I! autding .... OO• - o , O °° ° , 4040 • °°. �o C;• o� o o,\. ^, �� a. + : O V �+ 00' . . ....Vb.6 . . I . I I ..- 001 °O' r o0. <0 O 6• os. ._. • •' . ►: 0... 4j 1 ' , ... ^D 00• O op O °O'1 ` . . pt 00. . 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A.• SP g , ! �.,.4 � oQ• �- ._-- :�00. O kE1 'y �. _ j 0 ° o,\• �o o O oo• PO• 11 � -, b- r . � 401° 'S 0,., •� 4►.• I 0' I 1 ! ° O OQ• h ' pc• ( . ; �� °ice' P OO p 4040 i ' °� ire '� 'o' O O .° .. ►� p• 11 s O ;! M. °'"�' O A a O O � off• � � °Q' � o° 1 1i Q 4040• r o �o O °�• Q �' \0 .e O �� ry 0'%_ ° O� °0° ° f op 00 ( O• o p�• pc o O M. Q 400' � . O °O ''� Dc c .p0. Ill a d g o,�. J O(Z)- ° OQ. Q 4040• ,° . a a. ,� o O O �� 0 j o °O. �` • A ae- •"_'b - -ate•_' __ +_ O 4040' ° o Qo• �, ; ' � a\. °'I . � . 40q t ,roo• n O o• N TER ) t °^�• OQ. o °O' .. °� ---- �...-0 ° °° of O' o • . �`� � ° n' °o• t U ... %.. ..�'� ) _-�1 °�--__ 47-"_' -- ".' ti °O' rebar se ° v�'� o °o. -- n 4040• ° _ (WEEDS) r1, a.• j `'� °o• o I % (� ._ °o' o' ,} _ . O' �. ,, 01 O 400. _ ° r p °O, ,� .-.� �oQ• D� •, 1b �j j O .� .. O O' •� oQ• `� °,`, "'11 ��,. a.GG�ii.r .n ... .�. ` � 6EA S °• �'3 �°o' %. . i• 00. O /� °�'• W. L °o• 11 --- -- -sa-- ' __ o \ I - -- o -- oO. -- 1-.. ,� . - - __ '� -: p ..4040• •, o "too �'� • a � G `� °p. _°o' o, o,�`�' III Spaulding o O °o• O `�0<3. ,- s� - .AS � O o = �, 01� ; • `O °o• °�' - - 1 N °o °°• I in o "�i - - c. 4040• ° �'`� •• 00• D �• O °- _ ° ' ►" - t� ° 00 O 4040. - _ ? - - - '� O °O• O.. 00'� ` '� b • t °Q' ro a �, O• .� - . -�--�. _ _ �. w I Q 4040• `y 0 400• am � °o , °` ° �. O OO • o O , P � OO. -• -- .:. -, . - A S � 00 °° 2 � O o °O• - - �i �' � -� � • � � °� ' . - O OO. . � • � �� ° n �' � o ° *4 `� O °o' °• 11 •o`"� =' : �-- = - - _ _ � -A- - _ _� CCU° B � � - °o. °o o °O• o' �� ° • . 4040• o °� , 1 / - °O• S,�N b R Y M H°o O oo• °• O _ o O °o' Q OQ. - - = =-.�t• --� _ _ ° o °o• w •. p 4i 1 o TC - - 87. 9 400' 1 a o - = = -; - _ � = o O• °° , o o °o• ° CO `- N, 1 C) °Q - ° O °O' _< N, �� V +i 4040• o O °o• ° O °• -qa - -_ -- ° o °O' °o' J • ` , O. Oo• eo '�• i ry oO. °� � • 400• TC - 88 0.9d o ° 4040• > 11 I N VI SW � 4.59 ° o o• O OO. ° O 4040• - _ �. o o- O OO, '°°- o• 49 I���QNW = X78.01 - ° 4040• o o• ° o Op. �_ _� s�,� 1 O ` o t . h ao• 400 A$ O Y 00 i Quo a� .,, oO. o °O ,e 00, °O Q, 2Q OO Cb °'� \ I I °O' INV SW � 877o@ � O °O' = 0011 O o 0 00' O oQ. p op• O 4040' O 400. p oQ• Vin: °Q,. 0 400• �. (� o °' o °o' ° °o' ° °°' COM 400' °` o - -�-- - - - o -a- -: - - �° - o- --- - - -s� -°cam. o o• M E Q o °°• °o °O• `° ° ° o o' 1i Q oQ- o o- O ---� o °o' E M �/ O' °• o ° s O O°• \ ^) / ----__,0,t. , Q) °°' o �4 . 11� \ 's \• O�• �`• \O `'•� ~• •`` -1 O o ° O O ° . . °p' / �• V oQ• O 00 o O ).. ,� . �• �= ', =�_o ti °p w` •,, O' O OO• .• �18 ► Z X / \ j . ' J t °O' o O� °�' O 11 op °' Q 400 °• (A S HALT O °O' O O °O', �; � o . �.� �. - ,� Q 400• O ••; .. , 40 � / 00 / ft, ° O(Z9) O o °O• 11 ° °o' o °' o 4040• ° -,--�. O o o '� `�� �1 O� . G4' 4040• O o . O 400 0 0• ° .o ",__� �, o o OQ• . ° (WE DS ,•'�/ ��'o %%. 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'�j O' O 400• ° R B I (YLET O - _ _ _. - 9= _ _ - _ - - Q) = 2 o O ° °• o °o' ° °°' ''` o _\° o °o' ° °o' o . � l ° Nt � °O- ` �. 1 TOR � 887. o - = r o 2N C CURB RB ~' `� e. °o• o ° o °o° ° O O• '`' `° ° = , Q OQ• °°' o o• o • ° ° � x ,� Q 0 I N A E= 884.48 O � � N o 11 00• 4040 °�� 48 "°RCP 400 ° ° °� _ - ° ° °• o °O' `` •k 400• o °o' °• �•� • • / V °o' �. °o' I SW - 5$8 .39°• %� °°' 1i (C �SS� 00 SZ ._._. °�: ,,-� c',� =- =�° -� _ _ -- O OO O O o 0 oO° °O' r�, o •a O ` _ i ' [7 ° O °o' -ttO OO. p °ON " -O o � " = � _ �4_� _- _ _ _ 0 0 °O' °' 00• N 00 %� \ Q op• `. op °°• ��//�� °O' / ------- - - - - -- - - - - -T O °�. ♦� 1 -�` ` ~� ~`'---= 0Q ° °• p�, op• °° O Ooo °• .� 00' O1� `� - - , �r / _ASPHALT ` �/ '` - = -� ���� O ° °' �\ ° � °o• ° •S• iii -1 / _ -_•-( _____� _____ -__ - -_ I CON ________ 8 PVC rir '_-- __ ~ - -_�`, °o' ° °°' O(z). o �° i'Y 1 ( _.=r:a - __ _ - � � ° O O 400• o Q• Qb �Q 1 /, - ---• •- •�� - -_ e 400 0 400 o N F 1 ii ��' / SANITARY M H I� - 0000... ` - _ ,-- _ ` ` ` ` = ; ` , ° ° °• �� � O oo O /�00/ Q • fNCE 1 aft A / �i , G � C 88.32 Q- ` � � � ` � .. 00• �� o o' °o• �� � 40 I N � 1 I �� , / INV N E 877.47 Q s: (ASPH �,� �- °o• o ° o N� • - e -- -� �� !i �/ INV SE = 877.17 Q��'�zr� ALT) 4 n o° o' °o' �D� � '8 A � � U � , . `- � � - � ` ` 8 RC 2 C , , ` °O, � Oo• ° 400 � 6, 1 ", 11 ��/ TORM MANHOLE STORM MANHOLE SANITARY MH ��! �, p aNc o o• 3 �� 1 11 �/ / TC = 888.35 T = 1 _ `lr � CURe�' _ _ °°' '- o °o° o °o' .� r �, (, C 888.3 TC = 888.08 ��. � _ /'r- �: 400• _, • �� � / INV NE= 8 4.4 _ .1 4� . � o ° �_ -____ _ _ 8 5 . INV NW = 879.03 INV NW = 876.53 - °• ��`` - - Q INV SE 879.75 INV SE _ $78.96 = %_ � _ ` � ` � Oo- RBI LET o O • I I I 11 I N v w = 879.75 INV SE 876.28 � / _ � n 11 � TOR 5.44 Ill 11! I �/ o 18 4 �-� q I I 1 , 11 STORM MANHOLE 8 � � d' �' I J 1 VI \IVI IVIf11 VI IVLL I j j j I jj � TC = 889.31 11 I 11 III INV = 879.66 ii . . in � ii � I � I ui i in Iii � I I 250 2100.0 HI I I in i ii I .11 I . III Spaulding SINGLE 250 21000 0.750 CVS -A- H25 -H3 -F- I I i ( � ii ii � �i I I ii () )�;. 0 R 0 < � I �� is � ii Luminaire Schedule .. ' I I � Project .-. West Carmel Center Block E - Second Phase - Site Lighting Symbol Qty Label Arrangement Watts' Lumens LLF Description --E 1 Existing . I I SINGLE 250 2100.0 0.750 CVS- A- H25- H3- F- X -DB -HS -0 15 III Spaulding SINGLE 250 21000 0.750 CVS -A- H25 -H3 -F- ►,�,,' P I/C INV W = 877.84 '`�o = ` s._ 2' e Q "� "**%�, 4:z:�4:zr %%.*-.. I ___ P .Z* -. ,%ft 4.�� t , *ftft 'V S �� - ,-� Cc a�` POINT OF -BEGINNING -� RASS� ���� Z:z X -DB -HS 2.982 ACRES± �� � 1 Numeric Summary - . Project: West Carmel Center Block ,E - Second Phase - , Site Lighting . . � Label . CalcType Units Avg Max Min Avg /Min Max /Min Parking-Lot I Illuminance Fc 1.64 6.6 0.4 4.10 16.50 1 Perimeter Illuminance Fc 0.31 16.3 10.0 I N.A. I N.A. CALCULATIONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT . CANDLES . POINTS SHOWN ARE AT GRADE III SPAULDING FIXTURES ARE MOUNTED ON 20' POLES AND 2' BASES I . � 1. ' . `PERIMETER' POINTS ARE SHOWN .IN BLUE . �. . 1. I I I I . STORM MANHOLE Asp= (osph *` . TC = 886.26 CURB INLET yAkT�,�,� --- Olt) INV NW = 877.91 TOR = 885.28 N V E= 877.9 0 INV = 877.95 CAUTION ! ! THE 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 00 . to 6) . 4 cc== io k\ FM k�� W� . �I o C) IA= IN=== C9 A _. a% V= 44 co tu () - I= == Q) - -.157 ft D= a A � Q � n, 4C (5 < C) 10 14014 a�W o kN 5= 0 ::> I . W : co � 0 I @CC . a - - O.... pNY W • H �No o � .F,� . _ ' * PE 10606108: � :, 0 SUiE � ' I : AL - Ton- I - CERTIFIED Ely I - - __ DATE: 09/22/06 DRAWN DY: JM S 1 1 V1041 . AWH IN JOB Nom- IN2005.1108 - REVISIONS .1 Q � a � 2 - - I () . �� () )�;. 0 R 0 < � - tM10TI ff-le- I ==I 33 Anwex - I I I ix 0 < I le _ na � (0. L:n= � I < < M I � (0 ug - () a a . IA2 [a . V= > C) wa , 0 1 Aehl-�s 0 Vg 0 - == IE � oRj &K IC= I =J 0 E2 . EM CE C= < - M 0 a < I 0 0 - � . �= .A ANINL � "A . - - __ DATE: 09/22/06 DRAWN DY: JM S __ CHK'D BY: AWH JOB Nom- IN2005.1108 - REVISIONS .1 SHEET NO. �.. o U OF o U OF 0 M W U Cd 0 r 0 0 N Z a N 0 i 0 0 O N a 0 m 0 W LO M C6 tf� t0 O N 1 O O a 0 0 W U V) 0 J / � r, ! / ! / � •� � � � � � •„�.. � •ter~ r-- / —r�" GNP 400f 400 400 , /'4P / f ��~ + �r �� .��� -~ ~ �` ••�� �•�r 0101� dl* l� ��r rr• !_`• .......iA!,n....4. ,.... ---. �.t,)rr ` ,i �� � �'•7' . a � ,h � �1 �- 11.�• r �t � , rig >,, � y i . ,'; •. t •rte ti *i j sY ; .� • • -Y�_ .'.': �;�•�•,.�...,.M.+,..s' • BUILDING ! r / / / / / \ °\_ • : -- s• r�:.,.,:: �f f 2 8, 1 12 8 S, ..� PHASE 1 Jill ! / UNDER CONSTRUCTION � •? I' � "'L.AIS11NG ' � / - � 'a� .rr 'r.•. Sri �' �•. t_w:i`lJ.:� ;.':�� aar 'S. '•-- -' - / ; ... • . v.. I f� a j BUILDING ..,: / f ., .. `� I I tea i I 8,128 S.F. ' ��t•� y - 1•' I w r rr''+-- a�r -q.iry ,�,ttv4� I. 4.. wyie. y�.v;.. + « PHASE 2 t_.�•' - +.- �,,,iii� :y ;,:',j'.. r'r, i! _1':; ~'� •••X. *+ :v I....... • LIM X 66 11 / , ••..•�r�t �.�i 'i %*. •i'1,. .1 ir. S ^r °, iL• •�!•th� �J :; ;fir• .•; ♦ .ice F: 'J i} . }' 'f ♦ •�: r•. 4a�. �' 1 �1►•.;� - BUILDING 5 n / Jw I #� ,':� 8128 S F. t / / y � , BUILDING �;:� ....,....r... -�' 8,1.28 S.F. oft-ft. nft if 77 o r� I . .JL jL e — ° !! w _ e — e e — a �. — . ---- - ,..._ ...� a — t 41 COMMERCE DRIVE too Zzz ZZZ t / _ r an 4killogw� 1 . �� ien ter0 r� r!r• r!r_ r_• -� ter_ r r r•� r_ r•- r• �� ter. r_r. r•r.� ter. r�....r• .r_ ter. �� �� •ter. r_ �_ \ ONNOW =on 4OR 40 IN do dop ��r ..� r r• i.. rrr_ I_ fir• tr .� /� 0010 / _ _ - - \ IN I I II II ► j � tl. \ � _ /.000"= • � I z w i _ , a. — CD 0 -- 1 H i � ti Il �-A I I I �.�, t .�.. ..., I < <� 1-•-- ' I ,°� 11 .� 41. I III. r , �% •1 a �• - I III II r ri r �t r � ❑ ❑❑ co � . I ' 11 � � ll I I III � I I cl- GENERAL NOTES 1. ALL TRAFFIC CONSTRUCTION SIGNAGE METHODS, MATERIALS AND CONSTRUCTION DETAILS SHALL CONFORM WITH INDOT STANDARD DETOUR SHEETS AND SPECIFICATIONS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. BARRICADES OR DRUMS SHALL BE PLACED ALONG THE OUTSIDE 2 FT. OF THE EXISTING PAVEMENT DURING .CONSTRUCTION ® 20' O.C. 3. REPAIR OR REPLACE ANY EXISTING PAVEMENT MARKINGS THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION, 4. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 5. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE "A" FLASHERS SPACED EVER 100'. LOW INTENSITY FLASHING YELLOW LIGHT (.TYPE A • STANDARD DRUM BARRICADE WITH "STEADY -BURN' WARNING LIGHTS 18" MIN. ORANGE WH I TE M ORANGE WH I TE =BLACK OR OTHER APPROVED COLOR STANDARD DRUM BARRICADE DETAIL.. N.T.S. MEN WORKING ROAD CONSTRUCTION 250 FT. i 0 0 XWZ, -, XWZO -, (36 "(48 ��x 36 °) x 48 ") CONSTRUCTION 5JGNAGE G 8 ` ! 'l?B 8 S.F dL ti N. i 1 l 1 ! I I 4 ♦ I I � 1 BUILDING 7 I j 8,128 S.F. La 1 N ' ti • , ,. I L 'INS. .` ` ♦ ` � 300 "Jill 3 .. 250 • END CONSTRUCTION 3 XG20 -2 (60 ��X 24 ») o - a 0' 60' 120' SCALE: 1 " =60' W. 106th Street t G � � o 94p s � , -� 0 o � � a Northwestern Dr. VICINITY MAP N.T.S. CAUTION !! THE 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - I lu O �o C M t N \O v z v Ivl U z� • • Q Qa a 0 �024 C"00 t4ft r Z a �o U � Oq �VW 2't. ;L, TEIpE q�f� No. PE 10606108: � 5fA1E OF CERTMED B R� Q 0 Q U) All 0 0 e g e� a G C' r�p v DATE: 09/22/06 DRAWN BY: to CHK9D BY: AWH JOB NO. e � o C) Dim co =j �j lu c� a� a° CIO Q04 tu o (fa) 0 I lu O �o C M t N \O v z v Ivl U z� • • Q Qa a 0 �024 C"00 t4ft r Z a �o U � Oq �VW 2't. ;L, TEIpE q�f� No. PE 10606108: � 5fA1E OF CERTMED B R� Q 0 Q U) All 0 0 e g e� a G C' r�p v DATE: 09/22/06 DRAWN BY: JM S CHK9D BY: AWH JOB NO. IN2005.1 1 08 REVISIONS SHEET NO. OF