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05060016-17.02 Civil Construction Plans
U 0 U n 0 co N 0 0 0 N _Z lel C O x U O U U 3 i Z. 3 0 0 N U 0 0 W 0 0 0 0 w 0 0 0 w J Q U N O n. DE ELOP T PLA S O' : LOC E • A' IkTi EC URAL DESIG LIG TI G SIG AG PLA S P ■ASE 1 O EST �A' EL CE TE' OFFICE PA' - =LAC TIPTON COUNTY OCATION MAP CONTACTS - PUBLIC UTILITIES - JOHN SOUTH Hamilton County Soil & Water Conservation 1108 South 9th Street Noblesville, In 46060 Telephone: (317)- 773 -1406 Fax: (317)776 -1101 Email: john- south ®iaswed.org BILL AKERS Carmel Clay Communications 31 First Avenue NW Carmel, In 46032 Telephone: (317)- 571 -2586 Fax: (317)571 -2585 Email: WAkers ®ci.cormel.in.us CHUCK SHUPPERD Vectren Energy P.O. Box 1700 Noblesville, In 46060 -1700 Telephone: (317)- 776 -5535 Fax: (317)776 -5553 Email: cshupperd ®vectren.com JOHN DUFFY Carmel City Utilities 760 Third Avenue SW Carmel, In. 46032 Telephone: (317)571 -2442 Fax: (317) 571 -2642 Email: JDuffy@ci.cormel.in.us NOT TO SCALE GREGG HOYES Hamilton County Surveyors Office One Hamilton Square, Suite 188 Hamilton County Judicial Center Noblesville, In, 46060 Telephone: (317)776 -8495 Fax: (317)776 -9628 Email: GRH ®co.hamil ton. in.us CANDY FELTNER Clay Township Regional Waste District 10701 North College Avenue, Suite A Indianapolis, In, 46280 -1098 Telephone: (317)844 -9200 Fax: (317)844 -9203 Email: candy.feltner @ctrwd.org JENNIFER MARLETT Indianapolis Water Company P.O. Box 1220 Indianapolis, In, 46206 Telephone: (317)639 -6336 Fax: (317)263 -6452 Email: jennifer .marlett@veoliawaterno.com DPI ■ 421 ■ W. 98th St. Beech Pl. ■ North Augusta Addition ■ ■ ■ ■ ■ ■ ■ ■ Boone : Hamilton W96th St. Marion 46 W. 94th St. o Blvd. 3 �e oU 0 W. 93rd St. �a VICINITY MAP NOT 10 SCALE PLANS PREPARED FOR: COASTAL PARTNERS, LLC 4168 DOUGLAS BLVD., SUITE 200 GRANITE BAY, CA 95746 PH: 916 - 773 -0700 FAX: 916- 719 -1900 a E W Dr. ■dwon"■"■■■■■■. Amherst Sr. r- �S INDEX DESCRIPTION SHEET No. TITLE SHEET C0.1 EXISTING TOPOGRAPHY C1.1 OVERALL DEVELOPMENT PLAN C2.1 SITE PLAN C2.2 UTILITY ?LAN C2.3 GRADING PLAN C3.1 EROSION CONTROL PLAN C4.1 EROSION CONTROL DETAILS C4.2 STORM WATER POLLUTION PREVENTION PLAN C4.3 SITE G�iAILS C5.1 -05.2 SANITARY SEWER DETAILS /SPECIFICATIONS C5.3 LANDSCAPE PLAN, DETAILS AND PLANTING SCHEDULE C6.1 SITE LIGHTING /PHOTOMETRIC PLAN C7.1 MAINTti1ANCE OF TRAFFIC PLAN C8.1 PLAN DATE: 04/22/05 PLANS PREPARED BY: � •P' `AS'S'F 0� ;��,GISTER f • /lj, a.i , II,�I'f iii AMERICAN CONSULTING., INC. N00 Architects 7260 SHADELAND STATION * PE 10403232: Consultants INDIANAPOLIS IN 46256 -3917 �1!;; ; ' �' Engineers (317) 547.5580 FAX: (317) 543.0270 "IE °F Copyright (C) 2000 -2004 by American Consulting. Inc. '••.�NDI!\N�'••'• i JO A. LA HENIK, P.E. %;Ouo al ACE JOB # IN2004.0948 F IX U T` O t0 N 0 Ln 0 0 N z 0 i LLJ Y U a M 0 3 1 to N i 0 0 N z i i 0 LO a En U_ 0 0 Ul N i m C3 0 W M co s Ln Wd F a 0 1- 0 W J Q 0 rn 0 a .41' CURVE DATA 1 r` - __ _ - _ - ` - ---� ~- _ __ . _ - \/ - � -- - . - a - - CD - . - - - _ .... _ _ i - _ -- , W _ ,_ _ - N ca ' as _ Y - x A - _ X - - - - __ ". - _ - � _= 17o 26 32 1 _ - -- - -- . R = 795.00 - -_ -- _ _ - _ �_ ' X \ . / O _ _ _ (a _)� - - / _ ' ' - - - .� \ - / - - � , L = 242.02 � _ - - __ _ o -- - _ - _ 'y - - -. - -- \ ? n - � - _ . - - T - 121.95 _ -. __ - r - _ �W ~ -_ __ _ -• _ , " - - _ __ - _ -- � - .. _ _ - . / - - _ . �I - - - _� - / C = N27 °23'26 "W 241.08' a X _ - _ . __. - -- s�5 / CURVE DATA 2 x _ a _." . -.. --. - -.- _°1� _ - - -- - _ ._- - - - -- _--- ...-- . - - - - -- ,. - �'' ` _ �_ / t 60 _ _ o = 1 a °4s'o1 " - -- - - - _ _ - -- _ _ . _ �iy! - - - - ." - . _ -- y - - -- - -' " . cv � � _ - _ . - - - i cD M -- - / _S5 ..- I r 88 f1 - ° - 19 0 875 - -� - M _ - -._ ._..__ M c3'J - -- - -- - R = 711.45 1 - ` `• ": " „ _ _ _4 ©�f7".E- - _ -- - - - - -- M _ f.r , 3.1. r -1 - W �� I co S 7 ...1,_... aw ar. +• � - '-4 �J - - - .. t 41 i _. - _ .t _ _ - __" . - ..� . - �. �. - .am-.r....OW& - -- --- r- r r , - / L = 233.65 °o -.� - - ---:* 8"� -- - ay X `� X _ __ 0 T = 117.89 ' N _ ~ - -- - - - - - - _ - ` 11 --.------.---.--..I- - -- -- -- - - - .._.. - - -..- --- --- - -- __ - -- C = N45"31'1 4"W - 232.60' �,� - - - N - _____�- -- // - - - X - - -- - - - - - -- 875 , - -C} M / r 87 r o \ / \ \\ - W / -' �, 1. - - -- - / / \ ,. y, - - - -- _ ---- .- - - \,� - -- E�X1 STING P 1 /?o 00, % 00 / / ,* �,/ ', \ - - - ___ to 1D - .- ._ -.._ - - _-.._..__.. � r '' --- ..__..._. -- - -- -- _____-'. -- - -- - - _ _ - - , �"., / .' . / :' x �'` \ \` / -) -___ -' _ - - - --- -- .U1___.__.__,_.___________ ----.------ -_ r_. _ -- - - -_--- _- - ci _ - - - _ - O. _ _- - ".. __ _ O - / / ___ - - --- - - _ - _ - % t+I - X _ ._ -- -- - _ - - / a - _i0- - _ - , to GJ ... - . - N / i' ;' // ,' ,,, � ��4� `,,`\ �1 // ;'o d __ _-- - - -- _ -.. -- - - _...._.__...... - - - X" -_ _ o; -- - -� -_._ _ - r ,` ___ _ - d O W _ / / \ \ r r -- -_ _ - -- ci -_.. - -- - .-- 880 \ __ . _ -- -m- - go / ,z - __ - - ' _ _ / , ./ / \ `.'. / - - - -`-" ...- -N- - --- - -, - W._ - _ _ _ - - -c0 --- - - - - - -- X r r �A- r- _ .._ , co " .' ,' / N ..'/ / \ ,� \ \ /' / - O _ .. - - - -"" -,,,.- -_ _- �"•....-. -- •� _a4--- - __..__O / M - - - � �'� / - 11 - 0 N vy �/ / a0 / \ \ W H- -.. _ _ -- -- _ - r•'/� _ -- -- - -. - �� - _ - - -__N / - ap - ' _ - - -' _ ,r'`' ,' ,= , , /'` \ \ _- ._. .._._ iii _ -- _ _ I - ...._ - -. -- ��a. 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' f : inv. out 880.31 8" pvc _� ' _ - / ; r - -' rr �\ son. m.h. a -1 /' // i, % /; /, / /// I __ _-� •to . ; 1 ,! -/ i' `- _� `I Inv (6 e)= 880.50 \ toc= 880.00 /� __ 0 -- -- _ 00 / ; i // r- c, \ r -i inv. 8,� in 878.51 / / /' % r' �/ /! \ - -->c` a0mo . / /� --- -.. -._ I i -- - ----- - - - - -- ------------------------ - - -_.- - - - - - -- 11 Inv. 8" out 878.31 I / , i i /' / /// !� '� r �_ _ / / : /, / ', / -- rebar set ._ -- - - -_ -- - -- - - I 1r - f-- - - --n - Inv (6 °e)= 878.90 / / / / / _ - _ 1: ' -_ _____________________ ________- _--------------- - - - - -- - -- 8' we ss ---- - - - - -- - __- __ - - - -_- - ---- ___- ______- - - - -- / _ / i // _ - �j aa5 - - _.._ ( \ =0 / // ,' . ,; I /// -;r /, _ . - - - __ _.. - -, - � 1.:� - -- -- -- - -- - - - - -- - - -- - -- - - - -- -- ----- - - - - -- N36 °06'42 "W - 586.83' 11 _ / aA; / \yi/ '�/ i i _ - _ � �.. �� -a, _ -- ---- - - - - -- W ----------------- - - - - -- - - -- g• - -- - ----- - - - - -- ty ----------------------------- - - - - -- 8• ---------------------------- - - - - -- yy ---------------------------- - - - - -- g- ------- - - - - -- r �- --- H----- - - - - -� - -- yy - - - - l:' /� / -- - -- -� - _ _� __.- ---------------------------- - - - - -� �� 78.2% / - / 40 - "' - --- - -- ---------------------------------------- - - - - -- - - - - l �'`,. / .co /,- / /._ _- _ 89 :.1 (asphalt walk) II 00 ___ _ _ _ _ _ �-- -t II N36 0 , 42 W \\ iJ��E! i ., -, a; osphaliwalk�_�_,_- ao - __'___;_____ II - =iii= - - - - - -- I I i ��� a' // o ar_� - _ _ ,- �`- --- --- - - - - - - -- ---------------------- - - - - -- --------- .--- ---- -- II h yam II II :1 -_. -- _� -.- �. - -- -- -� r_ I ' 11 '''ii.JJJ _� __ . _ ..w�......a..e.rme,. ._.: , \ / 1// /� // / / X i �(� OnC Cunt) r - -- -- �� - - � \ `� \ \ \ \ \ \` . \ N. �, ,\, \. \ \ \ x• �'° . -r, I (- (i 1. // - /,/' / / � �� � %. ._. .. °- - ''T• ter. '� -" _- o - I .,'_ /, / � �� �- ._ __ __`,_ - '- -5 - -� ` -� -� -- `- �L \ = -� -ELI, - �� - =� ''� ` - - \ ` II `� �� �\ \, ______ / X -' \ \ ' \ --•...I{,1, '\ \ \ '__ f' '�' _ _ - rn ---- - - - - -- - II - �1 ..- � i �� �� ±� -- - - -- -------------- - - - - -- ► I II i 1 _ ___ _ _ - - -- - -- _ il� :- f I II II \�i�� 1�1 '- `moo = = - °- r M - -- - - - - -- - - - -- - - - - -- ------------------------- - - - - -- ,�_ -------------- -------- ...---- -------- ..__..JI ___...---- - - - -1` (asphalt) 11 apl W �_,�� _ -0 __ _ - - -- ------- m- - - -- - -- ------- .------------ - - - - -- _ _ II _�_ �� 1 � � i _ _ - . C' x M � � � � ` - II - I // II i- - II - - -- - -- M =M= mm • CAUTION H 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 - 0 LAND DESCRIPTION I W Proposed Block E Ix . QUARTER SECTION SURVEY INFORMATION West Carmel Center (0) Version 2 O These quarter section survey notes are from a survey made under my supervision in October 25, 2004 February and March of 1992; see the SURVEY recorded as instrument #9209811. The M 14 control network established during the initial and subsequent surveys was used to control A part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East located in . this survey; the quarter section was not re- surveyed for this survey. Clay Township, Hamilton County, Indiana being bounded as follows: X >.. in oc .ZP E3 - Northwest Comer, Northeast Quarter, Section 7, Township 17 North, Range 3 East (7662.058663 / 7485.033670): A railroad spike was found matching the County "railroad 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 M �: Surveyor's reference for a spike over stone found 10 inches deep." Recorder of Hamilton County, Indiana, said point being on the eastern right -of -way line %�o 4 NQW CL CC a E4 - Northeast Corner, West Half, Northeast Quarter, Section 7, Township 17 North, 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 Legend Range 3 East (7687.253047 / 8815.250647): The midpoint of the line between corners E3 North 88 degrees 44 minutes 27 seconds East (assumed bearing 891.36 feet from the (a) � and E5; no monument was established. Southwest Corner of said Northeast Quarter, the following three (3) courses are along the Os SANITARY MANHOLE E5 - Northeast Corner, Northeast Quarter, Section 7, Township 17 North, Range 3 East 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 Q SANITARY CLEAN OUT 1 POWER POLE 7712.447432 10145.467624: A railroads Ike with a " +" mark was found matching ( / p� g of curvature of a curve to the left, said point of curvature being North 71 degrees 19 .. P 9 9 �. UTILITY POLE BRACE POLE two remaining reference point of the County Surveyor's reference for a "railroad spike minutes 50 seconds East 795.00 feet from the radius point of said curve; 2) thence -a TELEPHONE PEDESTAL over " +" in stone." northerly and northwesterly 242.02 feet along said curve to its point of tangency, said (D TELEPHONE MANHOLE F4 - Northwest Corner, Southeast Quarter, Northeast Quarter, Section 7, Township 17 P 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 * LIGHT POLE -a TRAFFIC PEDESTAL • North, Range 3 East (6349.351547 / 8829.230258): The midpoint of the line between 78.27 feet to a northeastern comer of Block F of West Carmel Center and a southeastern �B TRAFFIC POLE corners E4 and G4; no monument was established. corner of Block D of West Carmel Center as per plat thereof recorded as instrument ® TRAFFIC HANDHOLE DETECTOR HOUSING F5 - Northeast Corner, Southeast Quarter, Northeast Quarter, Section 7, Township 17 #200000057496 in Plat Cabinet 2, slide 515 by the Recorder of Hamilton County, Indiana, the followin three 3 courses are alon the eastern ri ht -of -wa line of g () g g y V WATER VALVE North, Range 3 East 6376.654680 10163.341449: The midpoint of the line between g { / } p Commerce Drive as platted in Block D of West Carmel Center; 1) thence North 36 is FIRE HYDRANT is WATER METER corners E5 and G5; no monument was established. degrees 06 minutes 42 seconds West 586.83 feet to the point of curvature of curve to the I- GUY WIRE i left, said point of curvature being North 53 degrees 53 minutes 18 seconds East 711.45 -W_ SIGN G3 - Southwest Corner, Northeast Quarter, Section 7, Township 17 North, Range 3 East feet from the radius point of said curve; 2) thence northwesterly 233.65 feet along said E] TRAFFIC SENSOR (4982.038166 / 7505.204465): A stone with a ° +° mark was found. A fence post at the curve to its point of tangency, said point of tangency being North 35 degrees 04 minutes -882- EXISTING CONTOUR southern end of a farm field fence (4981.222652 / 7505.650648) is 0.82 feet south and 16 seconds East 711.45 feet from the radius point of said curve; 3) thence North 54 W 0.45 feet east of the stone and a rebar found (4981.067181 / 7505.509240) is 0.97 feet degrees 55 minutes 44 seconds West 27.85 feet to the terminus of the first course in the tc TOP OF CASTING south and 0.31 feet east of the stone, land description of the 80.486 acre tract of land described in the SPECIAL WARRANTY ' inv INVERT ELEVATION pvc PLASTIC PIPE G4 - Southwest Corner, Southeast Quarter, Northeast Quarter, Section 7, Township 17 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 9 9 ( g Y cmp CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE North, Range 3 East 5011.450047 8843.209869: The midpoint of the line between g { � ) p of land; 1) thence North 88 degrees 54 minutes 54 seconds East 478.19 feet; 2) thence -W BURIED WATER LINE . corners G3 and G5. A stone with a +" mark (5011.696301 / 8843.612422) is 0.25 feet South 37 degrees 40 minutes 10 seconds East 193.33 feet; 3) thence South 51 degrees 33 -E BURIED ELECTRIC LINE north and 0.40 feet east of the corner. minutes 42 seconds East 369.72 feet; 4) thence South 38 degrees 10 minutes 10 seconds -G BURIED GAS LINE East 370.00 feet; 5) thence South 08 degrees 40 minutes 10 seconds East 255.00 feet; 6) -T BURIED TELEPHONE LINE G5 - Southeast Corner, Northeast Quarter, Section 7, Township 17 North, Range 3 East "-I-" thence South 50 degrees 04 minutes 50 seconds West 452.09 feet; 7) thence South 18 -OHE- OVERHEAD ELECTRIC LINE OHTR- OVERHEAD TRAFFIC LINE (5040.861928 / 10181.215273): A railroad spike with a mark was found matching the degrees 40 minutes 10 seconds East 367.85 feet to the South Line of said Northeast three remaining reference points of tF[e County Surveyors reference for a "r PK nail over Quarter; 8) thence South 88 degrees 44 minutes 27 seconds West 20.96 feet along the of +" Vin] stone found 8 inches down." South Line of said Northeast Quarter to the POINT OF BEGINNING containing 2.653 g acres, more or less, M =M= mm • CAUTION H 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 - 0 DATE: 04/22/05 I W . . Ix . .013 NO. I IN2005.0296 (0) O M 14 I I � a :P= X >.. in oc .ZP X M �: . CL < %�o 4 NQW CL CC a W (a) � . 0 cl 1� �o O 0� 0 . � � c Cm= 2 ZE LU I �= Uj a - � An AM 0 M 0 Ujl,6j O W '; a E j �a 14 . 0 i (a) . (1) - W Z� I DATE: 04/22/05 DRAWN BY: Cww CHK'D BY: I JAL .013 NO. I IN2005.0296 T kvinnc nnnn APIA nit V7117113 T%Wr F 0 0 N U 0 N 0 LO 0 0 N Z a i W U O M 0 3 N i L0 C) a N z i i 0 to N i 3 0 N U1 i r M in W 0 W to d 0 N 0 N 1* 0 a 0 0 W J a 0 0 J a. . . . . . ` A / �° �° °�w Qu . �� "*� ti ^a 1 '4 ti . 1 1.40 \ ` - G. 1 % Q ��' � -A i � � 1 �1 . 1 � 1-11 / �� \ ----I_ . � � S38'10'10"E - 370.00' _ f ..�. �. - + - - �' mmommeno / 1 � a � / 1 -.� �i --� -- -r- -\ \ `� / '' few �i - -- - - - - - _- r \\ ��♦ S ° / ��II' / - r - \ ♦ 407 . / 1 �� I EXISTING POND // - -- __- - ------ \\ \\ N� ?�O. / / 1 �� �'/ /// _' / / \\ \ %♦� / CURVE DATA 1 � ,A'Ew yi / / / � , \ "I.. \ \ z / A - 1T26'32' _ / / 100' / R - 242002'0. - � I +�/ FER � N?-P / / --- / , \ \ \ \ %♦ / T - 121.95 / / C - N27'2S281N - 241.08' - r � _ I I � / / / / 5�.�8I�C,K/ / / ' \ \ \ \ \ ``� / / CURVE DATA 2 _ � .r' .000 ' 0� / J ARQ / \ \ ` . i D - 18'49'01 ` .� � . + ` t^ / � � S37 4010 E - 193.33' / ' REI�R/ / / \ 7::7 _ 50 / ' \ \ r / R 711.45' - - .��rom ++ �.E. - _ .�.�� .. _ �'-�" "° - / / .-- / \ \ \ L - 23366' .� _ •rte ..Owl / / t / T- 117.89' 0000 400" // // /. \ \ \ / C - N46'31'14`1N - 23260 / / I / / / /// ---- �...----- - -� //' /��' EXISTING POND ����'�/ `\ \ \\ / /0", / --- .-�_ ...'. ..-� .-t- ... � 1--ft etc / .." ...� --- I - - -----. __ Q1* 414 / 100/ / __ -t- + _ _ 5�. / / / _ __ - - V44, o3_7_w__,38.ae - _- -_ _ _ , = 1 11_ - -- - -- -- ^ /_ _ - _ � • \ I 1 . - -- I - 1 - - I - - / / / / - -__ _ - -- - _ _ �..__ -- - - - -- _1 _ - _ .: 5 ! .......... . I I / - __ � _ / / i } ,� : `w 1 I / / - ' ar: . :. I : � / ; 1� % V-1 5 f :: 1 o -- t ' ; , t r' , , s ew / EXISTIN OND / ,� 1- i . - - - - - - i az BUILDING 2 -� _� - - 1 ° �/ ��/ 8,128 S.F. �' 1 _� ; ` i _ e / �/ i- �-1 -�t�1 i YY- " t ! ; ; ,,, , l _ - __ - - - ` 1 I I �� ^ / / Q-'* ��/ / ' 18' 24' 1 " \. i i (" ' l 5 �\ \ } �, ` �. l II ` t ri } i h 5`'�5j ire j I f f� 1 !�J i 1 1 � ' / fl ' / ^Q/ / ,� 9 s s' ,• b a s 36' 1 i - _:�.:__ �- ;1' ; i ' r;''1. :�;`' '� 1 ` ,^ , �'.; "F' ('` r` ,:`_` ` i 5 ��i_ Lfl i I ' a v (r / to i _- ; ,-} ; 1 I r Y- i i I I c1� I O� 4� / �P : S'... 18' 24 ; . ® 1 _ - i 1 vIl } ` �::._ J\ f I � l .` \i - - - - -- f 1 4 / / / �` i I r % t O �• / 1 t i w I N / \ >: 1' 1 Q` .? '•\ V / o } t '\ I 1 � _ EXISTjNG POND / Q / b N s SP ES 9' et' �i', 0 , ____ _.._ \ ! -- - i N (J! 0 c• I �- \ ! o m o / •��/ / it 9 38 b - I i / I _ ;' � , .) , \� , 1 . I I D I a7 1 f J* / / / // ; J`' o ICI- $ -�-� -a PHASE I LIMITS � 'S 1 ti' 1 .� I I -c I I , V ' !Ir / / / � s BUILDING 4 1 �' } ,15 + �� _ �_ , - I I- - - - - -- - - - - -i I i �; +`� Ii `i 1 m I / 8 128 S.F. - - - - - -- _. / / / / b 9 SP O SP CE ^ s- "-1 - I - - - -- I ` ' I I I I ` o , 1 - I ' _ -- I C i I.: . --- w �, / / v e 38 I _- __ -- I 1 I I I I". ; I I ID 24' 18 / / / ' - -, - - -- 1 :- • , "' '' I \0 1. ?� I - - - I I I T� y T 1 ( 5 ' ' 1 I i I Q / �� .. I ` 1 I ' !: -_! 1 I ' , - -" - - - - -- -- ' . ,I � / / to 00 . / / / sP c N 0 1 _ -i 1 ! ' -, I - I ' !. -! ' I , -• - ____1' I j I I i 1 :: I / g -..•"".. • -- 1 - -� - I -"- - '* / / '"' `� - i - -, f'aUILDi�IG 5 ; I BUILDING T i ! N / / / / �`� �' 1-- I� -I-�I BUILDING 3 3 SPACES a 9'_zT 1 ' ' - I- - -- r_� - - 1 1 / / / 2 SPACES O 9' -18' a -- - -- -- - ! -- I o ro f- -r �, �> s.l. I ,.F. I i I T ,_ , 1! to In I I / N n , 8.128 S.F. 1 . _ -- - i 1 -, _1 , _ _ - Z j N I I , I t .iJ . 1 ! :n I I� - I 1 :: / / , AC 9'- 9 AC Q e 1 N ; 1 !;I Lli ( ---- -- --- ___.. - - -- ____.., - - -- ----- -- - - " - -- - - - ! i._.__'___'____ 1 `AT) I ! �! i I I / / - - - i N �j 11 1 1 EA '`',� ' i / 15' - -- -- -- -- --- - - -- -- L - - - - -- _ f`` --.Z .. - � _ �`� �ERIViR�GHT -OF -WAY OA - I I !- i N I / G - - - ---- "_..._ - - - -- - - - -- - ------ ____._ -- - - _ - - - - -.� J / - -+ N360642'W 6.83 - - - - - -- - - -- - - -- - -- -� f + +'�• + ` Fxlsn►lo 78 27- C �. �, Dil�]I► Gam" -- �, 1 O ,`) _ _ L/ ++�� DA-TA __ --. ---------- - - - - -- - - - - - -T �� __. - - - - - -- - - - - -- - -- - - - -- - - - - - ._.... -_ UR�flATA- 1-i- -�- "" ! \� -`S,�R 1 ,� }5 1� °Z 1y�Y�� p .N36 0642'YV I r i I 1 / Imo/ CURVE -- - - -- •:' --------------- - - - - -- -;`,,.� =-- - _-- __ - _ �___ -••" - -- - -_ 1••` 1 ON`�Y'A ' .' ,A Ti I / �"�c ♦ � .- , � - = ! -- - - - _ 1 \ - � - -": •c .: :- ' \ - -\\ ;\ - �_ _ _ - ° _ . .__...__... - i r � \ `A 00 do, 10 / i / / _ \ _..' `�`\ T \ \ \ \ \. \ ` \\\ \\ `` \\'\ .+ r - - _ -- \ `` ' _� % ' of C ` � / / _ �- - _ \. _�._ ' _,. -.� X .\ � \_ 1 L ` ,\ ` - \` ,� I� ; � �i� \ \ \ � � � \-r-� -r.-._ _.. -: ;- \ \ \ \ \` :�,.. \ ` _ t�9 \ ! / 1 °�' / __ -� __� --- ______ _CO_M_ME_RC_EDRiV_E - ._� \. =, I - -...� S3. CF I 11 ftl*ft .� __ yyy��� ./' ' / / ' i ,� - � _�' �_ �. �- -- . -� - -� - -- - -� -- -- �- -- �. _- _- �t �� ` �� �. -'- -.._.._ -.. -_.. `. __.._ _ i i I / � � L �� �. �� .� �- �. .� �• �� � - = �`• ���."""_"`•'. , \ \ - _\ '`•�..., ` - �� lam- i I r ��. \ \ '- /!� ftftft / .-- ��_ _���__ ter_-- v-�- -_i -__ \' ` 4 '.0400 }� �•►•.�•}� ��/�p /�•/� {� /e ms- \ I - �... i \ ' ` O JO+W _ \ Oft ee, � / /\.�h / / / �� `/� -_� �.� �� - ...... -. . .. - - - - -- i -- �1►LJ ICRt`1 Rlsll 1- V� -YIt t+VM \.C. VRC7s +�. .� - \ \ J 4 P _� � ` \ \ \ 11 \ \ * .'� ( �� �._c � sue= _ _ _ - - _ - 1 `� \ 1 � � ` � � _ /Via- � � _ I II 4 Nis. : a �. � �` \ I I I',; ! """ ` \ ` 0.10 W - 4 / ;�- \ w- 1 ` I I I II \ - \ S40.� 010+ \ Ii \ _ \���;,� \ \v �- \� I I I I ( III iI I II �. ,, a \� I I I i I I I \ I_ _1 k4r: � ( I I II ^� \ II ': / � l 10 \ '������ hh I i - -- -- I I III i'. �� II 0 - - / / -�z I TARGET �� '� ,��► o -- - I \� I I . \ 11 \ $� Gry 1 1 I \� I 1 1 11 11 Q I " - -- \� I I I II ,\ - I 11 -� �- fir- - I- - - - -- \ I.. - -- . - =' I �� I I I I'i I:� I I II © \ I - .. \ I I \, .- f __ (� I r I � i r i I \ I \ I I . PHASE I PARKING ANALYSIS TOTAL S.F. = 1 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) 91 HANDICAP PARKING PROVIDED 8 ( INCLUDES 4 VAN ACCESSIBLE ) -M TOTAL PROPOSED PARKING 141 PHASE II 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) 49 STANDARD PARKING (9 X 20) 74 HANDICAP PARKING PROVIDED 8 ( INCLUDES 4 VAN ACCESSIBLE ) -M TOTAL PROPOSED PARKING 131 oft `aft 4zz 'Zzzz� ` ` \ - \ ` _.Zz ?G \ \ - _ ?`� n• `�\� • \ � \ PG \ \` ` \ � "� ��ry \ \ e ry ` \ \` *4 ♦ \ \` \ \ II ( r II . __ i . 1--- _.__._ --I = -".- - ! _ --J. I . N' . . I �� I I II I . \ I MI \\4 1 1 11 # e , I II LAND DESCRIPTION e a-V J �� r._ -" -__ -- `' �I - �I-- -._ ------- - ---II I I I II Proposed Block E ��° �����0° �,3 -.. - _ \ I West Carmel Center V: o � - II ri 1 Version 2 . October 25, 2004 W. 106th Street __ j l " `�� . I i��, ��. �bO" 9 yp" 01 r' v� ' . - y � � Z 3 '_. 3 �9 ) i~ r n a ✓ Q ^ Northwesteni Dr. VICINITY MAP N.T.S. SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. . 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO-JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFiLLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. . 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. '/4'/FT. LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 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 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 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. . Leggnd Q SANITARY MANHOLE OHE- OVERHEAD ELECTRIC LINE OHTR- OVERHEAD TRAFFIC LINE M=M= =M =W 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 - .'.1. . . .. ..�A%51 ... .. - I :--.. N. N o. * : PE 10403232: * STA1E ff / •.�HOINIA -.'-' : I ONAL ` • , CERTl '/ Y SANITARY CLEAN OUT DRAWN BY: POWER POLE �' UTILITY POLE . F_+ BRACE POLE -a TELEPHONE PEDESTAL ® TELEPHONE MANHOLE LIGHT POLE -M TRAFFIC PEDESTAL 49 TRAFFIC POLE 0 TRAFFIC HANDHOLE a DETECTOR HOUSING WV N WATER VALVE Y FIRE HYDRANT 0 WATER METER I- GUY WIRE = SIGN TRAFFIC SENSOR -882- EXISTING CONTOUR tc TOP OF CASTING inv INVERT ELEVATION pvc PLASTIC PIPE cmp CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE -W BURIED WATER LiNE -E BURIED ELECTRIC LINE -G BURIED GAS LINE T BURIED TELEPHONE LINE OHE- OVERHEAD ELECTRIC LINE OHTR- OVERHEAD TRAFFIC LINE M=M= =M =W 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 - .'.1. . . .. ..�A%51 ... .. - I :--.. N. N o. * : PE 10403232: * STA1E ff / •.�HOINIA -.'-' : I ONAL ` • , CERTl '/ Y DATE: 04/22/05 DRAWN BY: Ids CHK'D BY: I X .. JOB NO. I IN2005.0296 V O M M .. < 4 I a =j CL >. 0 he 44 2 � . W � . �. � 4 %.,o CLa CC Uj �E Va CL . � LL 1� O� > W > W 0 rc � 0 . 2: . !� v J (a) W . 4 n CC W O W . W :E (a) M > I cc Ix 14 C) < v - (a) U) I DATE: 04/22/05 DRAWN BY: CWW CHK'D BY: JAL JOB NO. I IN2005.0296 T'kT ,Innc n1104 n17A r011 nT»D Warn_ . I F 3 0 0 N 0 m 0 0 w CD 0 Ln 0 N N 0 a 0 F- 0 w J U W 0 _ /- EXISTING POND--A LAND DESCRIPTION ' �.►! •/ /�/ -_ -`_. ---- - - --"- Proosed West Carmell Center CURVE DATA , t _ �,� 369'1 • ' � ' / � Version 2 _ r o 3�j 42 / October 25, 2004 A = 17 °26'32° ' R = 795.00' .0-0 j � � A part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East located in L = 242.02' • _ Clay Township, Hamilton County, Indiana being bounded as follows: T = 121.95' _ • o ' / ' BEGINNING at the southeastern corner of Block F of West Carmel Center as per plat C = N27 °23'26 "W - 241.08' _ • • �� thereof recorded as instrument #/200300041665 in Plat Cabinet 3, slide 163 by the _ � _ • • � N .� � � � / Recorder of Hamilton County, Indiana, said point being on the eastern right -of -way line CURVE DATA-2 _ of Commerce Drive as platted in Block F of West Carmel Center, being on the South ,� _ • • �G / / O / / ' Line of the Northeast Quarter of Section 7, Township 17 North, Range 3 East and being p = 18 049'01" _ � " • • N North 88 degrees 44 minutes 27 seconds East (assumed bearing 891.36 feet from the _ S37040'1 0 E - 193.33_ _ _ _ / R = 711.45 Southwest Comer of said Northeast Quarter; the following three r 3) courses are along the eastern right -of -way line of Commerce Drive as platted in Block F of West Carmel L = 233.65 ._ - - •�� - � "- / / / -� 03 Center; 1) thence North 18 degrees 40 minutes 10 seconds West 660.26 feet to the point T = 117.89' of curvature of a curve to the left, said point of curvature being North 71 degrees 19 C = N45 °31'14 "W - 232.60' 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 / / / / - - - - - - - - - - - - - J / / ' / / / ' EXISTING POND- 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 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 / / / / TRASH ENCLOSURE DEED recorded as instrument 9709729899 by the Recorder of Hamilton County, / ♦ / (SEE ARCH. PLANS PATIO SHELTER Indiana, the following eight (Elf courses are along the boundary of said 80.486 acre tract / / / FOR DETAILS) -•� of land; 1) thence North 88 degrees 54 minutes 54 seconds East 478.19 feet: 2) thence / / (SEE ARCH. PLANS) o ,0� South 37 degrees 40 minutes 10 seconds East 193.33 feet; 3) thence South 51 degrees 33 / / � /' TRASH ENCLOSURE � � �,� �" ` ` "� --�-- - -. .. � �� � � _ .. - �r � x144 22 minutes 42 seconds East 369.72 feet; 4 thence South 38 degrees 10 minutes 10 seconds SEE ARCH. PLANS - �� - •�•... �.. •� East 370.00 feet; 5) thence South 08 degrees 40 minutes 10 seconds East 255.00 feet; 6) / // / / FOR DETAILS} �.••� '"� 0 thence South 50 degrees 04 minutes 50 seconds West 452.09 feet; 7} thence South 18 / , / / ' sr / PATIO SHELTER :. '. •::.• ,...:. .• o* r ..... aSt ,. . of said Northeast / -- • �� o the South Line 6 East 367.85 feet t • ' ' degrees 0 minutes 10 seconds E / •6 , / SEE ARCH. PLANS) •. � - •. ,.._ . .:. :. , ....'.: Quarter; 8 thence South 88 degrees 44 minutes 27 seconds West 20.96 feet along the / A ( South Line of said Northeast Quarter to the POINT OF BEGINNING containing 12.653 acres, more or less. / / / / �.•�� ..- B Uil / AN + / / B B - o B 1 SPACES � / i / EXISTING4'OND / �' ;o� '" :.:. o / ' o� �� / 0 - BUILDING 2 a �� o ♦ �., / / / \ II 8,128 S.F. :.. Acv V / / / / ' ,,� a_ , X LO oa`O / oh°` / / / �� .5� �` 10' F C E -5 18 0 , A / � / / / u, 1`� 9 PA ES 9 81 - \ % SP CE p / / / 7.38 7.38 AN \ 9' 36' 114 F EXIST G POND / / \ 'N '� / ♦� / / 3S / 0 N 9 SP CES ®9 81 SP CE L0 \ r r �` 0 8.91 5. - r PHASE I U) rq / , `b' > B W e LIMITS ♦ / a ,, U N x _ 0 BUILDING 4 9 SP CE ®s a1�'� SP cE 8,128 S.F. , :s 0 10 40P SPAM:'o CN u n E C F u e ®9 36 cn o a � 8 128 S.F. B B •. , ' 8 ♦ / / / / W: 23.7' B 5.5 / / I 7.38' .5' B N B N 6 S ACES 9 -144 V 15' FRONT YARD SETBACK 9 S AC S ® 9 1 ' B ® -- -- - -- -- - - -- - -- - - - -- ® - -- - - - - - -- ♦ rn / �,?� 15�FRONT -� -- 1 H I 1d. - 1 wwr�w.� w� w...w�.ww wwrw���www�ww�ww�ww��ww�ww w ww�www��w� - wow w ww ow ww- w�w��wwwaw�ww��..nw �� D w� w D ww�w� �w� / - N36 °06'42 "W =.':5 6.83' �l LI L1 1 / ,Z- - - -- - t_ -- 1 L-t 1 - - - - - -- 78.27' / p p __ _ --- - - - - -- - -- / / • �� ., �j EXISTING - - :., : •'• o , n / A 2 _._.- -- EASEMENT N 36 06 42 W .i AT �' � � � \ /� ` '' l r � �. s - - - -• - - - - - - - T- - ..- .- _-- .- __� -•-- \ - _._.�.. _._\ ._.� - „_i� \�\ � `\ .\ \ \ \ \ \ ~\ \ \ \ �\ .`\ �`.\ \ \` -\ `\j � .Fm,........a.w naa.a,,..o,�,.....r+.. rw.... q�..-. t•.- .w..+.e`..C"°""'.."""°"'a` ......�. w....,�.p.- ' C`OMMERCE DRIVE ���r �� �.� • Yid ��/ ����� r o w w�� w w �� w �� w w w rw� w w w �� w w w�� w w �� w� w �� w w w way w w �w �w w�� w� w w -- �� \ 7.7Z / �� 1 460 w N dow 00 �_.. _ - -" ------------------------------------------------------------------------------------------- - - - - -- -� W. 106th Street \' CO '�3 a 0 Northwestern Dr. �. ^ VICINITY MAP N.T.S. L ►O L 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. jkLL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /4 /FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 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) 91 HANDICAP PARKING PROVIDED 8 ( INCLUDES 4 VAN ACCESSIBLE) TOTAL PROPOSED PARKING 141 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 - 04/22/05 Legend PROPOSED LEGEND o SANITARY MANHOLE .LOB NO. IN2005.0296 V SANITARY CLEAN OUT ' C U z POWER POLE LIGHT DUTY PAVEMENT UTILITY POLE 141 :3 ����U �+ BRACE POLE z� o z�u TELEPHONE PEDESTAL �z a TELEPHONE MANHOLE HEAVY DUTY PAVEMENT LIGHT POLE 0 P4 C04 � ��0 ® TRAFFIC PEDESTAL va �yz�� TRAFFIC POLE ��y Ahv ® TRAFFIC HANDHOLE -L CITY OF CARMEL RIGHT OF WAY PAVEMENT DETECTOR HOUSING eel n o U D4 WATER VALVE 0 Y FIRE HYDRANT .. ._:. , •.r•: ... U ® WATER METER ,• CONCRETE I- GUY WIRE -Q SIGN TRAFFIC SENSOR OA COMBINED CURB & WALK - -882 -- EXISTING CONTOUR © 6" MONOLITHIC CURB tc inv TOP OF CASTING INVERT ELEVATION pvc PLASTIC PIPE © ADA ACCESSIBLE RAMP, TYPE I cmp CORRUGATED METAL PIPE � u v1 •r 94 t4 rcp REINFORCED CONCRETE PIPE OD ADA ACCESSIBLE RAMP, TYPE II -W BURIED WATER LINE -E BURIED ELECTRIC LINE -G BURIED GAS LINE OE ADA ACCESSIBLE PARKING SIGN -T BURIED TELEPHONE LINE -OHE- OVERHEAD ELECTRIC LINE Q ADA ACCESSIBLE PARKING SIGN (VAN) OHTR- OVERHEAD TRAFFIC LINE © STOP SIGN © y t 0 STOP BAR DIRECTIONAL ARROWS, PAINTED WHITE ONLYWORD "ONLY", PAINTED WHITE O ADA ACCESSIBLE PARKING SPACE No. 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 - DATE: 04/22/05 DRAWN BY: W CHK'D BY: V .LOB NO. IN2005.0296 V �. ' C U z Q� o � a 141 :3 ����U i a z� o z�u �z z 14 cm 0 P4 C04 � ��0 W va �yz�� LLI ��y Ahv 0 C Ila Z ~� 0. Q eel n o U > J 0 W m U V � z � V i" U 0 M""1 �a U q >m � u v1 •r 94 t4 0 M �UW 0. W H rt. tk�`y 2 h 0 iJ © y t No. * = PE 10403232: STALE ff •.MHO t A CEW16EO BY DATE: 04/22/05 DRAWN BY: W CHK'D BY: JAL .LOB NO. IN2005.0296 V O � a i a 0 ELM= ROM, a � va LL cc 0 C Ila W W Uj V � � V i" �a DATE: 04/22/05 DRAWN BY: CWW CHK'D BY: JAL .LOB NO. IN2005.0296 I REVISIONS SHEET NO. C2W2 OF TXT01nnc (10102 rnA nil e>D Ttwr F 3 0 N tn 0 W LL r m 0 H A W 0 �r 0 n 0 a 0 0 W r- w J a U a CURVE DATA 1 rn ..._ --- __.._...._...__.._- - __ L__ - -,°; - [. �-� ��°,Z�__- _ - ,'•\ `'/ ,- _ -- - _ - - _ - _ - -- X i -- ccc ,n - 54r7 03 ,- 0 17 26 32 � R = 795.00 cc _ _ L - 242.02 � �' - -_ - _-' _ -- _ - woww _ - - _ - • T - 121.95 00 a ° _.... - - - - -- _ . `° C N 27 2326 W - 241.08 , - ------ - - - - -- w , _ rn ,,r.. , _ _- . A _ / CURVE DATA 2 �� _ a`�O_ �'ii _ _ �, �/` __ - - - - -- - ;; "� N LO / �' - -- - _.- / �' ��' r " M N _ 1 ,. 885 r ...... ��� r to 0 R = 711.45 - -~ -- � - �- _ 879- / -- ,-- - -_... 1 ' . \ r or / L = 233.65 � / -, - -_.:...g-=---- -- --,- . • � _.. � -..•_ - - - - - - - - -- _..__.. cD '' � -- • T = 117.89' _ " _ '� 'N_ -- � - �_ -- __- _- - ___ - � '' �/ '�---- - - - - -- .-- - - - - -- - ____..___ _ ..__ -_ .__..- • . -. .--- ___..._ _ -_ _. __._..___--- -.._.. " ' / C = N45031'1 4"W - 232.60' - '°°- - ;L __ -• - -- __ _. / _ - ----------- - - - - -- 875 - -- . -__ cc 0) _ M / / . - ,. . • ' - o / - . -: ,. /. = .- '" / '•. •. ' - ._ r` _ . , _ _ r,, . .__ ao _ - - _..8_ 7 5 - --'••� � // r \ ° _ ..__ ...- _.__._.._ .._.- - - - - -- -.. -- - .._ __ `c,,°rcl i - - EC- S TING POND / - =� CJ _ 0 a3 , _ - - _ C14 03 co - , c / to _._.._. ..._ •- - - -- - - , - - ,' moo::- ,,' .// / \ ../ •_. ,,. \ p- - � _ �- _._ ._ -- -CG- 00 ..__ _.. - - - - - -- _ _.• _ --- Q----- _..--- ' - - - -- X_ C-4 cc 03 / U3 l ,. - .. , / / .- , / ,• ,! _ \ �, \ ., _` ,_ � - . .- .. \ � \ ,• . • .. tr �o , r' - .. ,.. --' _ -.. - - _ .rn- „ ._ ,_ - _...•__ _-. _.._.__ _ _- -- _. ... - r/ -- - _N0 - � 83 ... ... - 00 _ .. _ / , \ \ (� _ / _.. .... ..rte - .. - - � ' - / ,- ; - `.. -,. -- -_/ \ \r�- �- - - -- _.. - - - - -- . _ - -' _- 885 __ - - - --- •- -' - -__ - -- -- - - -__ , / ,. to , ., / \ cD • \ � - _ _- _ _ - . - __ - _ � - ---... - - • -. _. -- - _ .._ _ . _ -_ - _ - - c ao , • / X / _..- -_.... .. ".._ - -•-- -- - 89 r. .�� - - - ' r' E - _ ._. . _ -.- ao _ - -- - y, :' .' .' .' .- ,• .' ,r' / , _ ,_ - ___.._ -- -- --- _ - ,.••+''. =' -' `r _ _ - - - _._- `-` - -- - - -- .____- - - -- -ago - - -• "- � . - - - - -- ...- T T .x / 01 r , . W. _ / �(, / I r . - : X' '.r , I ! U Cc .� � ANS G �0 LO tK ]LDING 2 - ------ EXISTINGP00. / /' .� �� /- �, .' >�. _ .. .BU b M / / ', '' '/ -�/ f / -'- � i '' / N' / / � (` ' r � V 12tJ V F '' 03 �� ,i , ,// '/ //' GAS METER '• / ; � , TYP. i p / / / •� D� r / J `• , ., I - .SAN. C.O. __ .. �•- �' / , , , / -�, / ;<- � h ♦ f / , / � ,` ,' / , - � C ) � -- I PROPOSED FIRE G G G - � NV.= 885.00 + I ,'•; `,. � ' // � ohs N • (, •'/ / i,,'/ '� /• � �' � HYDRANT `+, • p� / •/ / �/ w / / r ! _ ,/ ,, // ,� '.' \ -+- - ANS •• `:, I • _ _ _ - r (' .1 r / / / i i L h i W C7 � POND ROPOSED AT R / P i ,EX! �T IG l x �N �- / • METER I W / / c r / / /" / ,� In / �, % `J \ - o / ,' ,- / ' / • •/ / / / r- m�� / ,/ N 1 WATER EJER Cb al % / / NO;' /' , / %, / o / / / /; / / % /, •` ' VO Cj \ ZnVV 2 W ,%Ln -'- 890 -- - - - /;� ,'• ; ! ' I / /, �h , �/ � �. - ---r -- ; � I` 6" AUXILARY VALVE -- �' '• THRUST BLOCK TYP. 80 L.F. OF 6 PVC � / / / ' / .. ,,' // f { ) / '�, (� 2.08% SLOPE &VALVE BOX = ; - �:- ; ' f - �. •\ •� - . �(� •r� �, �,'^ . , ,/ (( �,•� . ,� BUILDING 4 i�.� . � • / '/ PROPOSED WATER � / \ ', '•. / - - - -_ /; ,/� �, / // /'/ F� � METER PIT W . � � � SAN. Y.H. � � - - -�- - - - - - -- r `, / ' / / / / " TOR 891. \ 8 $ S . . `• \ - 12 F _ ', '•. •, `. � ', ': '•, � � -- ._..._ / / 1 WATER METER \\ _ � - - _ / / •;• INV.(W) 881.38, � �:.� 8g0 ,; ,, 1 ;, ,, �\ ., _.: / t, r/, = 883.34 - - SAN. C.O. � � ., •.� D WATER - / : } . ,. PROPOSE -/ i 1 \ :' MET / M PIT AN V W S ••, < I N 887.50 C 0 f � 't `[ ,' � r 2 W 1 WATER METER •, I - . - - -.- -- - .t \ �rn •�`, / / /,. .,.� li �;' :�, NV.= 885.00 ,t I A C.O. PROPOSED WATER 1 I o / / / �• {, _ - :. ( �INV =8 4.10 METER .PIT W/ co ` �-'� �,/ / `'�. \ / 1 WATER METER - � . .. . . •"� • .._ i _ N i J / i J ♦ • , _/ \ ' ', �\ 80 L.F. OF 8 PVC _ ,: _ / �' J I 3 / � ♦ 68 L.F. OF 61' PVC - _ _. • ' � ®1.00% SLOPE � ,' BUILDING 3 - N -, J ,- ; / ;" � l ; ` .� .•� ;' JJ ,' � ,' ;' Jl ;' ' (' �o . y� _ - - -- - -'- '- ', ®5.00% SLOPE -- -•- � - -- - .=• :':T•; •' 67 L.F. OF fi PVC - -• - I �, a�:' / / r � , ,' ', - -- -- '. � � _--- - - -- .. 0 1.00% MIN SLOPE ;' ♦l ` ; � ;,% , � J / � � J ;' l J � � � �� - . _ ',, ' 68 L.F. OF 6" PVC � � 8,128 S . F �;�� ---__ ` SAN. C. 0. �` __ I / J / a'. 1 � I t/ •� ` J W , -- ��•? ®5.00% SLOPE san. mph. -2 INV.= 888.00 �'•� - - ._` -_-- �__ _ ------------ - - - -- .. _ ___j ± f "� l � � !' A / I ; � J 1 ,; I •, -' � � pipe toc =890.5 � " G ''-- ;' i t' - 6 vc 8 L.F. OF 6 PVC -�_ z. stOd pipe I I inv. out 880.31 � --_ � 8 v� I ,' •/ / _ .._- _ _.. / ` , ;' -_ _. - _ / r, _ ®1.00% MIN SLOPE `---- .___� ., a san_m i inv (6 e)- 880.50 • / � ••i // � _ -- - _ •'� / N �� . % � r• � � --_� •F. (- .I i - I -i inv. 8" in 87,8.51 I_ 3g0 - . _ .- - � ;:� _ _ - -- _- - -. ''� �` \ N inv. 8" cot 878.31 / r / / ' • / /, // ---• / �r � _ _ i _ � ,•�( -7" ...- -` • or et _. __ i :,- • r • ' VCS N r' I I _ E •�E /T E � � I / B5 •��__-` . -- ._ - / m T - _ _ . _. / -- - - ` O 1 11 - 1 - / a' / `` �' 'i - �r /- - - _ � _ � - - -' � i .{ ---- - - - - -- - - - -- ---- - - - - -- - - - -- -------------- - - - - -- ------ - - - - -- • ---------- - - - - -- -- --:=�- -- - - - - -- u- - - -N36 06 42 W 5 6_83 - - - -- - - - - -- � - - - -- -- ------------ - - - - -- ,,I ----- - - - - -- --------- - - - - -- -- � ----- - - - - -- ( yy - -- - - - - - -- w' - -- / / \ /� - � �. / / _ _ _ _ - + -'J'•^ W 8 LJ i'r - - - O .nn - 1 Q _ - , .� - - TT• � - Y / ,. / �_ -- / = -r - - - -a _ _- ------- - - - - -- -- - - - - -- - - - -- � _...._...._ii -- - - - - -- 78..27.._- ._.__.._- '- - - -_._ / ' // '• G•� � - - - / /- - ,_890 - � --- � _ _ -- - - - - -- --- - - - - -- --------- - - - - -- -- ----- - - - - -- - -ttlTtttT'f'" - - -' - _ ---------- (asphaltwal )-'r - - - - - -- - II . 2 - N36 °06'42 "W do o_;� - -�/ _�- � o - -' �.: N .,. -------- - - - - -- -- ----- - - - - -- EASEMENT -- -_.,_. _ •„-,_- = = =_ - -= = = -____ = _=- _ =_ =°__ _ _________ -- �- - - - - -- - - - - - -- - - _____ _°°°____________ __-----= 5 ""'1`AFP(N�GVALVEW 8 "TAPPINGVALVEW II 8" TAPPING VALVE W/1 � �.a•/ / f ��� �- _..-_---- ��-------- •---------- - - - - -- - „ - - - - -- - - - - -- ------- - - - - -- - 11 /� II TAPPING SLEEVEREQD alt cc = - M - - - 8 TAPPING VALVE W TAPPING SLEEVE REQ D TAPPING SLEEVE REQ D II u �' �,•�' `�°1• /' / ' � �` - - _ � -- -- -" rn /, " _ .- II..._ (2" GATE VALVE REQ'D) n�...._.......... .. ......_....- .._-..- ...�..u.. -, ... ...,.•, a.., IL.,...-....._......,.,,.. ...- ....- ..,...,_.....- '_,. -. -' � ''' • " � - r_�` - - _ -- "' � TAPPING SLEEVE REQ D (2 GATE VALVE REQ Q) - °- " -{ ) 'It ' - -- -`• '--••• -- , _ - -- - -- �� --\ GATE' ALVE R D curb � X {2" GATE VALVE REQ�D) I- _ __ _ .._ _ __ - -- � ..`_ __ _ ,; ,, `, �\ '•, `. `, `'. - II -' 'S1 f f� � � / f/ I � � -- :• � W - >,..__. .� >.. _i -. `\\ .._.\_L ._- _.�... _. -._ `\ \ `\l \ `� .�`\ ii `,\\ \ ` -``,'' �, .t.,...•.....•..:.,. .,,..•.\ . -�,.i \.. \ w.•... iii..•.. ...,.. .,. ...............r.•...«a•..e.... \,. »....e+.....e. COMMERCE DRIVE __._.._ - _ - .___, .._._ ..__.. _ _..__ _ - . •• •� • ...K ' , ''. �'•. .„ •. . \ � - \�__.._ �1_ \ �` ,\�.I I-- � /i-j 1;::3s , w«.r. . W,...... ......,....y...,......�.al.� . il.A..... .... .,•...- ,....,..,..,.,.•..�...., .. M... .w..,,...�....c.•ac...,\.•.. - `� Q1 �_ r . _ \ 1 O �lr r / --____ - - - --`n ------- �------------ .�.- . - - - - -- ----------- - - - - -- -1 � Y- II I �� II � II • `/ /1 1 / s. �r,./ f --" -- - d' O O s cc -- -r l' / / / / + r ++ •.•�wiai.r:s��•� .ww + ���. � � = ' � --- - -__ -- �� � _ � _ -' - -_- h � ,_„ _.._ - -- r ___-- _•._.,_._.__ a _-rn - t WE STERfTRTGG7=0T- WA-7 MW-9- `E-M f VL_ --- _______ - - - t- -�- \t ��• _ -. __ . ---- - _ . �� ��� __ . _ � . ,_� ,� . ___e _._ ; •' I q- � _' �� � • - -- - '�� � '`'', W. 106th Street �O r, 0 2 \ a *r 3 3 co A 0 Northwestern Dr. � VICINITY MAP N.T.S. 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. Legend G GAS LINE NOTE: CONTRACTOR SHALL COORDINATE UTILITY E ELECTRIC LINE CONNECTIONS WITH APPROPRIATE UTILITY T TELEPHONE LINE COMPANIES BRACE POLE -� TELEPHONE PEDESTAL Vif WATER LINE c LIGHT POLE GM GAS METER ® NOTE: ® ELECTRICAL TRANSFORMER BACKFLOW PREVENTERS TO BE LOCATED DETECTOR HOUSING D4 INSIDE OF BUILDING. SITE CONTRACTOR Y VALVE SHALL COORDINATE WITH PLUMBING WATER METER WATER METER PIT CONTRACTOR. -� SIGN Legend 0 SANITARY MANHOLE cww SANITARY CLEAN OUT g POWER POLE IN2005.0296 UTILITY POLE F+ BRACE POLE -� TELEPHONE PEDESTAL O TELEPHONE MANHOLE c LIGHT POLE -� TRAFFIC PEDESTAL ® TRAFFIC POLE ® TRAFFIC HANDHOLE ® DETECTOR HOUSING D4 WATER VALVE Y FIRE HYDRANT ® WATER METER GUY WIRE -� SIGN TRAFFIC SENSOR -eel- EXISTING CONTOUR tc TOP OF CASTING inv INVERT ELEVATION pvc PLASTIC PIPE cmp CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE -W BURIED WATER LINE -E BURIED ELECTRIC LINE -G BURIED GAS LINE -T BURIED TELEPHONE LINE 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 -800- 382 -5544 CALL TOLL FREE CL - INDIANA UNDERGROUND - t0 d' ti N O> 0 Q =JO LL n N WO W LU �y G �m � y a �o Cl) 00 W >, C) C' w slow a Uz O Ch N ` Z 0 ^A � M zzv6- 0-4 a� a FBI Q 0 a' 'n 0 a N a�Zin. h �2 �p ~ dq" L) L Mai rn tYf a �o U 0 Z. 41111� U H Wway U�u u a o� C3 W LASyF No. . PE 10403232 . STATE CER i0ED BY , �4 t r� WM6&2 0 V � a � a 'c �>Nz a Uja V NUNN 0 cu >w LLI �D Ib! V C� °C w Ujv� � cc v V 1�- 6U DATE:. 04/22/05 DRAW DRAWN BY: cww CHK'D BY: JAL JOB NO. IN2005.0296 SHEET NO. 65) OF T1►T7l1/1C 1170L A7A r71 T TD Tl[VrI I r 3 0 0 in N N 1 U m 0 0 W CIO 0 Ln 0 N eq It a 0 0 W r r J a U 0 a � CURVE DATA 1 � � .. .. - ,... . -_ -' _.. -• {nom _ -1 " _ - _. -- �." /c _0__ CID _ _ / R = 795.001 � -'- . ,. - - -- _ - __ -- _- _ - _ - - -- _ •.I - ._, -� � /. / / ' _- __- r >•�n _ o L = 242.02 _ _....._.. _ ... • +_ -- �' _ _ �`� _. , - rn T - 121.95' w ..._ - ...... �-" _..._ .__....._ - - - .._ - - - _ _ - � - _ _ -- __ � _- -_ --• - _- / C = N27 023'26 "W - 241.08 0 �.< .. -_ - -. -_.. _ __ ---"° .--- .._. - -- - _ _ ... _Q� _ -- - - � _ ------- _------- '__ -' - - -- - rn O CURVE DATA 2 �• - J� - - -- - - �- -- .- - '� - -- .. - - - -- M/ ' in " . -' N � � ( -- � • _ -- .. - pp .. tb A= 18 4901 M /- - �` . -' "_ -- - •�� - - r - � °40 E - x193" _- - - -- ----- - - - - -- 87 5, -- - . � � _..._.. / - R = 711.45' o �' ' "- : - . `'- - - '--" - -_ - �_' � _ - - � 1" �. � � � � �� _ � ..R.� �_ : = - -�= � "= �'�' - = _ -- -.. _ - � � , gas �� �- S -�- ' � - L = 233.65' « , / /'. -",., - ,._`�.r=- .......-- __= "','. - -- - - _ - - _.` _ .._ - - - -- - - -- -' - - -_ - ' � ' / -------------'--'--'------ ___.....__.--- ..._....__... ... -- - - - - -- -- - -- - ----------------------- -_ - - -_ - 117.89' . � - -_ -- / � - .__- // _s I / ,. sTy'_ -- .� _ -r -' -- - �- ,___ -- r - -" --------- - - - - -- 875 ... N / - - C - N450,31'14"W 232.60 - - \ rn . c0 / •• ,. , _ \ 03 1 ., _ - -- _ _ - -' -o - -'- _ __ /' -- 880 - _ __ - .._ _ ILO , • 00 _ __ _ 03 K _ / Q r SCALE. 1 -30 - -- - - - - -- - -..._ - - -- _ __.. _ _ ,, __.__. -- - __ - -_ - -'- __--'--- ___- _-------------- •--- - - - - -- - -- .___ '- __ -- - . -- - , ,- ,- ; / , ;• ,cA `. - -. ' -. \ ', _ - _ -� __.....__..._ -- --- _ -- -- _ 885 __. - -- __ - _ .... •� -- _ -- ' -- __ - - -- - _ / ' ' \ - -- - -' -- "- _ •_ -_ - O �".n•. ._ t ' J/ M 20- Ix -W am 44M t#4 - r , T Cm ki 00 (33 - _ U 00 (J I- _ , / - r 9 - r TC 8 1.29 - i a0 - ::..� -��. 890 _ J J, _ • I _--fir" __- - ...•_ . .. . • _ C : - �. r / . - •. a i ,' / i" DO ~ 1. TC 891.18 , o J /C, ,,- . / .X , / , -- '' __-••- - ' :::-- �- '• =G-- . _;~_ 891.50 - 891.75 �i BC 890.68 91.14 � m m / r; � / // ,, ; / / / � ,' ' ,''•,' . w / ,/ � ,' ,� �:�•= 891.14 ' • r� "� U U ._ o � - ' ' •• TC 890.65 Y, F11 V '', 1;r; / / / ' /, l' ,' .i' �! /} C_ BC 890.37 - 890.15 CIO EXISTING�'OP1D� �, ,, ,• ' �: :•.: _,• �-m TC 890.85 DNG2 ,B U1 L I / nil, ;,:' i '�;� �` ` / :�,: , ' � / ,' ,'N, / ,r: '.� I 90.35 / ,� ,, / � ,: '� / / � 5 _ /r' - ; • o, 1., ,� Sitil. STR. No. 11 -�, S S No. 10 G � m/ // � /J,` ,.' _ - �� ,,, � � /' ; // ..; . 4i / ca ca � .d- o STlul. STR o 3 •, TOR 889.65 -. -- TOR 889.55 r EN 1 X � ,; ' �' �;.' , ' �� • ';' �,, D� � / / ; � ' . ' / '� // / /`• ;' � rn rn rn rn � � oa M TOR 890.55 . .. o o ,d• 1 1 % ,.' / / .....- O a0 m o0 00 °° °° p (/ / ,• i •`/ /'� A 1 `� ',. '/ / I / Ji' i ( ;' U U ' F.F. 092.00 '•f e- . /- ` �` '/ .. ' , I / � / i / r • 1, ;' / /,' - V• V U V U � m � � • • Q± ;•` '' :'" / // // �°' r- m t- m `ti oo _G IC C G 1` ; -y ' r''/ ' i I '+ i ' \` F- m 1� I� U C 1 \\ v� / .!`i` j• '• / ' / % 1� (•� l ' / �'-I\ J `, %'` /,/ / r' ', // r 'r''•�. .i. `\ 9.88 ``• ` 1 CIA Gj O / / / ;' / N / / \ ', ; ' , ;' , i "Lam\ BC 891.38 m CD 890.97 TC 890.71 TC 890.45 \ CIA D� / / / '{ 891.75 891.75 891.08 pc // ' ,/ / �/ / / / /' / // / 1 \ 00 vt�, �. U ao 0o ANS C 890 -21 IBC 889.95 ' ' TC 891.7 :.' : ; F- 8 , F- ,I •1 r r' �. � / / ,' ,' ' 1' ; ' \ TC 891.57 TC 891.83 TC 8 891.47 T JEXIST� G POND �� X ,' � ,: `�.to / % "�/ ,: ` ,�' ��/ r. ' ,/• \ TC 891.45 � -'� BC 891.33 BC 891.16 0 C:) •'- t ,/ '/ ;. '' / ' '`•� '� ''' � / / ' �, ,i� f ;' / ,' / ` i V IBC 890.95 C 891.07 0 � � � mm <o. w'` / 1F' 1 o o ►n 891.00 i 890.75 Qt , ,' ;/I i' /•/ ,' ,' / / r` // / /' / /� 1' 1 �/! � /, // ', J,' 1, '/ 1�` { .�'• � • \ ;:•': TC 891.17 � 0. 5 ��� \ ` t.� � � � ;1'i �; •/• ,:' . �; // / / , ,, , 7 ,' / � BC 89 / \� � TC 891.37 � m � ,• � /,' ,. / ,� J, / 890.67 � �•, � � II` - - - a0 �• I -' ''�' Q 5 � �'� ' - S�1R -T�fo: 5 -1_ `'VS -s - ST1�t: S 9 � STIR. No 1 •,: •� _,, IILn , J !; ,, ,' / , • /, 1' , t�� �. � .; . if � TOR 890.39' ., f 41 � '/ TOR 890 50 TOR 890 50 TOR 890.0 � 890 - - -_/ , i 1 I ,i `' I ` \ /// / / / f r' 1�/ . O y \ TC 89 `� PVC' �� GM 1 ,� / � J // � , ' '.1 BC � 20 LF. OF 4 ..� 890.67 � TC 891.37 � � ' / • �� \`\ / ` •\ � • ' • '', ` �- PERFORATED PIPE IBC 890.87 m �% TC 891.45 ( C .0 ` \ BC 890. • � • � % '• O ". � � M M .= o './� BC 890.95 CY) A \ • :. • -• .:� - - - , allo � � ,� / _ _- -- X J: . ,, : // ,,�� i' % /� /. /' !1; ' J Q1 �•%,�' `ti •� • ,- r\ cv � o°'o � `, <� 8 7 TC 891.83 ITC 891.66 TC 891. ' • \. 81123 . F. - '; � •� / ` \ ` - -- -- %; ,r ,• / , ,/ / i ,'♦ � ,�:� �°� �.; • o rn rn ,�, `. � BC 891.33 V � •, / _ , � � � ; - � BC 891.16 BC 890.97 , ,1 / / /! / ao U 0000 U m w 891.08 F.F. 891.25 i' i v' 1 1' �I i ,` s r; �: 9 - f , r' 1- m N\ rn - -. ; =% i / !G' ;' h I I 9 : 891.75 w�, 891.75 N ,: / J, BC 891.07 a,1 \ - , % / o� 0 891.00 0,�, 890.75 � � � \', � ', � /� s�" ,� ; •,� / ,/ •�, , X .� � '� 8 �.; � TC 892. \ TC 891. r- � o J'�,' ' IBC 891.86 - - _ _ _ = " _ BC 891.+63 \ IBC 891.44 0o co-� co / - 891.4 U • °,: / TC / J' U �J / I •. F- m d ba -/ . M % ; �/• � �' / I ��•�• TC 891.55 BC 890.91 _ _ / C 8 ,� 8 .87 - / / �, TC 890.97 9 /• � ,• / TC 891.8 / 892.1 _ _. _. _ _ TC 890.59 � 891.23J � BC 891 05 / . / �,' / ;' `ro ,/ /-` t BC 891.66 - -= BC _ _. - 891.83 BUILDING 3 892.00 - - BC 891.34 BC 9Pttt_89O,37 N ` j - - - - - -- - _ _ -� 892.00 890.09 C 0 co 00 / l ' / 1 ri` Q;,' / l - - -- .I �� 28 S.F. - _.._ - - / 890.14 S o 7 �' A '` l �, �, ;r. � l ;� ;� ,% ;' J �: • 'J; // �; -_ � S STR. No. 2 I � :�, TC 891.58 ' l / ; / STM. S o. l / TOR 1690.18 TOR 9.51 �!l / / l / l % r, i :' TC 891.91 , BC 0. Il GM 08 TC 890.99 890.85 889.79 r ,; r, TC 890.29 BC 889.6 f -A 7c( r:` / , o o ; TOR 890.92 ; r _ pipe son. .� 2 �' , ':,�. � r .. ,� BC 891.41 �,+ toc S9o.5 � , / � F.F. 892.00 '1� G_ BC 890.49 ' - � . \ � i X. stand pipe ,, 6 vc l \ �' S \ i / 8' pvc son. m.h. a -1 l i' l X, Cn rn I inv. out 880.31 C7 0• `.I toc= 880.00 � / / - - - .. - - / c� ' ,'` ;` - 9 .2 inv (6 "e)= 880.50 � 892.00 �: � 7 889 79 TC 891.04 _ TC 891.5a ANS - -�` ' _ -y 11 inv. 8" out 878.31 ;r ,- BC 890 5 inv. 8" in 878.51 90.7 N -Sao _- ,, �- '- C 8 1.08 I i - - -- _ BC 8 TC 89 / '.._ • -' •• ar et -- .- , --- ''� - - -- - -- we s _- -- ---------- ------ - - =1-= - - - - -- -- ; �' // /` / ' �. _•_ -- __ f ',.' -� 1, _.E _�=- - 89 43 -E %-f ��-- -"E% � Gj --� BC 890.59 � 891.74 � � - --- -------- -- -�- �- ^ -.._ __..... �_`t� -����- � - - � -� -w .ii_- �-- _-_• L- "- - - TC TC 2 , / 892.24 91.93 _ _- -- - - -- - - - - -- / _ - _... _.- _... _ _ _.. - - - - -- -- :.. 06'42 "W - '�5 -- ------------ - - - - -- ----- - - - - -- - --------- - - - - -- - -- 8� --- - - - - -- - --�,� ,�-- I+�------- - - - - -- - - -- _ N36 6- 531 - - ---- - - - - -- � r� 1 - ,, -, Ow - _ -- -- --- - - --- - -- -- -_-_---.- _- _--- _- 133 __- _y�..4.------ _ - - - -- 8� _------ _- _- .- - -_- _ -_-;�- --- - -_ --- W - - -- - _ - - - -- •,_ -.. 8 -._ - -_ ., -F - W _ - _ _ _ _ - - - •� I �� II 78•L7 � _ _ -� It wal %. �� - _ r ___ -- ;, • EXISTING 0 (asphalt )..: - :. N36°O�i'42 "W ----------------------- - - - - -- ----- - - - - -- 'dTttt'T'f- - - - -_- ------- - - - - -- - - - -- - -- -1 II - -- -___ -- I`� \ -_ - -- -a - - - -- ---------------------- - - - - -- - -- - u 888.60M.E.t 888.11 M.E.± w 887.61 M1. .f II � ,��I��• -�i oa `�-� rn (asPhaltW - -_ -�• - ../ � , •, X � `� � � � � � =' _- - 890.74I,�E.f 891.24 M.E.f 91 44 M.E.f 00 -\ /' / / � � � ex. ° r - -' - - - - - - - - - - ._. __ _- ._ ._.. >>._'- -- _ -_\ '''� •\ \ '. \\ \` \• \ � `.\ •\ ! I ' '\ ,\ II \ � 2' c nc cub � - ��� � \ �__,\ �` \ > >` •\ \\ \.\ `� \\ \ .II \ � �..,...- ....- .»�.�1�• .,fi,,..•vr.,... • / //� /i / , / i- � - ,� � � --. _ .� w __L_ - -- -\ 1 . \_. •� `�7 \ \'- - '--.., ._ _' • _ \•__ - _.\\�\ `, � _- `\ ..._ \a -- �'1 ; E'�..R..:,...., ' ;ti.:a.y,•..a,..,_....�a- Lr..:. ., w`.k.,.:.;.`......,.. -,.�. � • - - -- -- - y � �- � - -I 1 I I III" � COMMERCE __D_R_IV_E � II `mod==== ---- -------- - - - - -- ��� =_ _ - ---------------- tl---- __..'-- - - - - -- (asphalt) _ -- ��--- - - - - -- - � O O m � ~ • -- -'�}- ` ` � \� �x T�.'�i;`::�.:o-'"S e.x:tr� � �`;/ � // / � = _ _ = _ _ - _ '- - _ _ _ _ _ /' / sS+AI"�!•r��i�- a..__�_ r -• w.>•sr.- _f>_._-. � / \ LC.:�J� ��\ - ���--- _�- ___== '- - - - - -- •/w ���ww�' r,r•.._-- "-- ` - - ---- ----- �r-- - - - - -- � -- -•# -- - - - -- -- - - -- -- ------- ��ERITF�TG1�0��PA�Z` bTvf�TER�EDRt '�„----- _.- ��_._._. � ��� � •- \ •- e-- i; ='--I- Y / y - -.► �_ _ _ _ _ _- - _ - - - _ _ - . -- -" .,..- _.- e---- _.._.•- -- •- r - \ �� J i t�1i t� pia;? I >� � / / / 1 11 i ci � i� ' ! ' _ _ .r•G -" '-� STORM SEWER - STRUCTURE DATA TABLE Structure Structure Type Casting Type Pipe Elevations Grade (%) Connect to Structure Remarks Length Size Type TOR Upstream Downstream 1 Inlet Type "J" R- 3287 -SB10 62 12 RCP 890.92 886.40 886.09 0.50 pond Concrete end section req.'d 2 Inlet Type "J" R- 3287 -BRIO 118 15 RCP 890.18 887.24 886.89 0.30 4 tc 3 Inlet Type "J11 R-3455-C 60 12 RCP 890.55 888.03 887.84 0.32 4 -E 4 Manhole Type "C" R -2502 62 15 RCP 890.39 886.89 886.53 0.58 5 Concrete Cap Req'd 5 Inlet Type "M" R- 3455 -C 90 18 RCP 890.50 886.53' 886.15 0.42 6 6 Inlet Type "M" R- 3455 -C 62 24 RCP 890.50 886.16 885.96 0.30 9 7 Inlet Type "J" R- 3287 -SB10 141 12 RCP 889.51 886.84 886.39 0.32 8 8 Inlet Type "M" R- 3455 -C 86 12 RCP 889.79 886.39 886.09 0.35 9 9 Manhole Type "C' R -2502 90 24 RCP 890.00 885.96 885.69 0.30 11 Concrete Cap Req'd 10 Manhole Type "C' R -2502 91 12 RCP 889.45 886.78 886.33 0.50 11 Concrete Cap Req'd 11 I Inlet TypeJ I R- 3455 -C 1 87 24 RCP 889.65 1 885.69 885.39 0.35 1 pond Concrete end section req.'d * CASTINGS ARE NEENAH FOUNDRY 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 CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND /OR EXPORTS. 15. THE SITE IS IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 158057CO205OF AND 18057CO215F FOR THE COUNTY OF HAMILTON, INDIANA, DATED FEBRUARY 19, 2003. Legend Q SANITARY MANHOLE DRAWN BY: SANITARY CLEAN OUT CHK'D BY: POWER POLE * UTILITY POLE f+ BRACE POLE TELEPHONE PEDESTAL ® TELEPHONE MANHOLE LIGHT POLE TRAFFIC PEDESTAL ® TRAFFIC POLE ® TRAFFIC HANDHOLE • DETECTOR HOUSING WVa WATER VALVE Y FIRE HYDRANT ® WATER METER I- GUY WIRE -Q- SIGN TRAFFIC SENSOR -882- EXISTING CONTOUR tc TOP OF CASTING inv INVERT ELEVATION pvc PLASTIC PIPE crop CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE -W BURIED WATER LINE -E BURIED ELECTRIC LINE -G BURIED GAS LINE -T BURIED TELEPHONE LINE OHE- OVERHEAD ELECTRIC LINE OHTR- OVERHEAD TRAFFIC LINE M.E. EP BC TC 000 TC 000.50 BC 000.00 000.00 CAUTION ! I MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS 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 - d' h N LL a �N mi �WV N i� J m �a <o U) CD (o C' W z a UO CKrq Z0_4 Cn CD Cr tn `o .0Z jl.■r A 0 a+ C 0 0 N zin Z � a v o U O 07 J Z 411111� U MMN1 y W �. � Q y ��u o� VW ,O� , ��g(STER fft No. •� 10 PE 40 3232 STATE ff c3 L - ED' BY V � Q 0 Uja J o � CS W LU =J C� °G W LLI V uj a a V LLI DATE: 04/22/05 DRAWN BY: CWW CHK'D BY: JAL JOB NO. IN2005.0296 I REVISIONS SHEET NO. - a OF 71►T7l1nC (1Mn A7A nil l"SD T1QI�'! 1 N . / / / . / / / / / / / / / / / I 0 0 0 i m W 0 W 0 0 0 to 0 N .* 0 a o 0 W . w -i Q U N - o a ;r.A J: i - / / , )1 C F3, / ' ' �\ \ X / �v I .,, / QG �;'% O / %/ _ .. - - -- r-' - z ?T - _ - _ - CURVE DATA 1 �; - - - -' - -�. - _ - _ - ,c / �- \ _ N � - - - 1 _ - �.: / ' Jai - - _ � �� � i-� �_ X .tit• -- � � 1 -' r 0 = 17 26 32 0 - - -- ..._ .. _ _ - - -- - - -- •' - / / / / .. - . - CP - -_. ... -. .. _ -. as .� - cDf- �' \� R - 795.00 _ _ � _ - / / d w - -- o _ - - �' -'��► " -' " _- _ - - L = 242.02 a -••- _ - - _ - - _ r-, /_ - / / - -- -- - , - - - -- / 1.95 -- -' - - "� - - - - __ _ - T -12 _ _ , _ tea- - _ i - C = N27 °23'26 "W - 241.08' a O � - ..:- ".- - - �, - -- ' .- - � -- ���'� - - -- - -- �____ - ___ _ - " / / \N _ _ ___ -� - CURVE DATA 2 0 �' _ F,go _ .-" '- --- - r _ - _ __ _� �' -- - - -__ t _. - - - ' - - -- - -.. - - F - - w _. ___ / / - - ' - . -_ " _ - / - - -` `° - - -- _..d3.. - - - ,- r - /C r - - - o D 18 °49'01 " - - _ nJ . - -' -- - . o - - _. - o - - - - - / �/ __ -.. _ _ _ --._... - -- - M �/� ' - II ` <'; <- ter. '� - ---- - -___• 7� _ / r _ -. 93r M co .<. _ -. _ 1 - - -- -.__.. car, ' _ . -'., i�y� - .__ � _ _ S_37 -4 ._.__ - 010 . E _ - _ r R = 711.45 0 _ -',�� ors .• L = 233.65' •' - - _ -- - / / / - . " -. - -- - - - r .� -- N .._ . cd _ 1- r^ -. -- ._ • _ - - - - i' /� / / / - -- ---- --- --- - -' _- --- _. - -'- - -- - ` - - _ T = 117.89 -?, , -- ' _ / -- - - T - _.. - - _ _ / /; . 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N ,' 1 - - F-' _ _ _ a.n .. ... a air° J CA dJ• - z- -- W J ' ' ' /- ' \ \ �� - _ .�, _.. -_ . _ .. .. .. - •yam .f...a..�'+_1s4i-.-� _ -_ _ vN'y a.vtaj v- V.� _. -.. ! M] - -�� - - - / , / r , �� l �� �- _ _ - _ •- W -' - , 1 <' ' _ _•► C ...E ��� -r i - _ ao, _ - Go / ' ! / - << - r / -- - -.- . - - - -- 88Q - -' ..:w r"" v �_ -- -__ - ___._.• ---- - ""� .�•" - --- - - - _ ,' / �, \ +. \ , �. Qom' _ Ca .1 rr.n �" ? _ -� r. - 1 _ - _ - .- .. _. '--' - 5 - _.._ .__ _,•• _.. raw i _ -� _ -. -.. _ _ ! - - :,. . ,' I . `+ - \ \ 1 ,_' "�•'�""..�� rr.<mr -'.< a i.:..� r.S= - -- -. _ - - ----_ 1. - ,�,� �_ - / r / _ 1 _. _ _ " PRAP < - -- / / . J - - 8J r -� r: rl- - - - - _LIMITS OF- OF f : � �. I �. - - F ` __ --- -- -_" - REQUIRED _ .- - -- - - - - ,. - - _ _ ONS f- - - - - - •`'° ., 1:,/ ,N % /' / I , ,r / i , \ .. _. -rte" - _ C"�r -,•ter '_ _ _ _ __ -._ -_ - -. e - _ , , __ __ `< / �\ / - -- a;' - _ i _ �.. M In - - - -- ti ,y �� 1 '� / / - - - _. �: - _ __ _ ♦ , v - _+ / - - .. ,. :sip .--.' r - _ f - -_ _ - - - _ /d .'' / < . _ i i % �. o , , / 1 _ -- . - _ 3 A �r111�8�1 3 3 ^' - Sgt a 1 - / X / _ - - ,.; ; _ -_N - ..� 9 ��i� I d fill ! _ ,m -- - - _ - - _ �� / �'•,M. / \ : / - _ ��w Aqr� 4 + --• O: Ci U _ ~ - -- �-- d��' ���E SF E -• , / w - / .�/ , �• I .,, , V / _- - ___ O r. /� ® q 4��° �: •:- i-, - ' : -`J .: _ q) . co r- -... J f - 4g q / / 1 _' - -- r - - < / -- - oaf ... - _ ..... : ► - - . / \ �- c rn rn TC 891.29 _ _.� G� i - : / / _ - • - - ;: - r , . a lily L7 _� N f r f �.. - / / s I� . iR1A �` _ C 90.79 - -- / , ,, / I , - e d / _ q�� - / , . - G a _ - - _ mc� -r is - - - - / i -- ^ - - - f- m / ` <,wd ' °'i. f� �. _ _ E .�• / Sf3' - �= - -,- / -� L i' �Si9.C�� f � � ao TC 891.18 :+ - � - -. " - X f� -- :., / r �' /1� -: •� . i+- 891.50 891.7 w BC 890.68 _ j, -r , r- o ,j�/ �,yg --s .,�, _ ._ _ { _ %� . - _ - - -- - __. - _. _ a ' / R, / - , -` Ks '. y:' 891.14 - oo ao ,d - - - _......._ .. - - _ _ .. - .� , ' / / -: A /' �' / � / y'y 1-- : ... 891. �.4 r� re N� - d / � k / / r / � ANS '� ' . TC 890.87 - TC 890.65 r , si / r N �,pc? s t r � / <� � of BC 890.37 -STONE BAGS- - - 4 :, 4_ BC 890.15 cra ;a / / / ci Y 1• A v r,,, i In / / CT _ - _ r _..� i:r. / - / _ Y y I. �`. .S' "-++i rJ i i -i .. 1 GM x r- r. U i- r �'c� 4'i CA ' � / YY G �' 0 � TIN �• TYP ;� E D� D ;� 1` . -�? �' RE / ' `'t-. / ! :: 1 '1 ; < 1 b vs+ s -' �; 5: / ��' TC 890 :, %; B IJLD I N G 2 4 / ,, ,' �/ , � 4t, �. STR. No. 11 STM. STR. No. 10 ..�, t { < < N, �� /w%- _ BC 890.3x STM. - ■w� 1 � Y .� - l• Q i ,'• f _/ i' it dE/wG� Li.� �'1A •.�.. Cn CC] I� - �<. [`Tki [`Tf7 \1- 2 . ^ 7 ^r% n r -- r TnD 09n rnr J�1\ / . F E I t �. / , // //� - - /. -�/ G ga.. - - -- f,J ,` c c r i 1 4 - li. _ _ / - /ti / G ! / / : /.. -/ - -- gQ - f• - - of ' `j O / /- % /- -- _ ��a* n W S 1+a ti 1 / � !N > -/ L _ / _ ��� - - -� Vv, ` UJ - 4 �� / ./� �.. _°,� /� '� Q1 (( nnholt walk) - - - x \ / ♦ 40 /� - �/ r .- last - - - ��`:`'' 890.74. _0 c / � � _ xz� --- 21concc� r __ / � / / / / i -- � ex• _ - - . jr I / -- / /y / i - �� �,` . i M. ii/ 1 - ,n o (n -1 // / c,, ' _ � � r , . ` . / \ - c) s - Cn - f - ", epl �!f - \ / .�; % _ f� x ___ -- / - / - - it ,l � � : ' I � ' -I -- � `• `- -• \ _ �: %\ -- // -t- r � _ - - - • / I ,;.- �. /; // -- - - -- _ - + UJ - W. 106th Street �_�w..., p' �k �p 1\ y h tt '\, f ; `� 5- �� �r '� I 0 , w ``a� o \ �� y , h 4� � ) - . r' \ ?A Il' 5 1. % Northwestern Dr. \. VICINITY MAP N.T.S. EROSION CONTROL NOTES 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. . 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. . 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED .SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE BE COLLECTED AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. ' 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON SITE. 11. THE SITE IS / IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 158057CO205OF AND 18057CO215F FOR THE COUNTY OF HAMILTON, INDIANA, DATED FEBRUARY 19, 2003. 12. SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b. TOPSOIL REPLACEMENT. SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. PROPOSED LEGEND - ����3 SF ����0 STONE BAGS LIMITS OF CONSTRUCTION SILT FENCE 7,a���,.,��.�4,f� ��t �`;u °� SOIL BOUNDARY CrA . CROSBY SILT LOAM $t BROOKSTON SILTY CLAY LOAM GRAVEL CONSTRUCTION ENTRANCE Existing Legend Q SANITARY MANHOLE p SANITARY CLEAN OUT �I POWER POLE 4F UTILITY POLE r-• BRACE POLE -m- TELEPHONE PEDESTAL ® TELEPHONE MANHOLE * LIGHT POLE -9- TRAFFIC PEDESTAL 0 TRAFFIC POLE ® TRAFFIC HANDHOLE a DETECTOR HOUSING N WATER VALVE Y FIRE HYDRANT ® WATER METER f-- GUY WIRE SIGN n TRAFFIC SENSOR - -a82 -- EXISTING CONTOUR tc TOP OF CASTING inv INVERT ELEVATION pvc PLASTIC PIPE cmp CORRUGATED METAL PIPE rcp REINFORCED CONCRETE PIPE -W BURIED WATER LINE --E BURIED ELECTRIC LINE -G BURIED GAS LINE T BURIED TELEPHONE LINE OHE- OVERHEAD ELECTRIC LINE OHTR- OVERHEAD TRAFFIC LINE I i F ---- -r�:�- -A I i `- -- i I i - - - -- - - -- I ! i -- ; 1 , I I --- -- .___.__..._, , _� l r� r --- -- -- -- --- --..__a I 3e I I son. m.H. e;1 I tac= 880.00 inv. 8" in' 878.51 inv. 8" oOt 878.31 - - irrr(6"e}I 8?$:98- - r1 � - - - • - - - --� - -- W 1 - - -- 78.27_.__.___ �-_1-- __..__.-. 3,6°06.4211 & - --- ------ -- < -- - ` I I r 1� I. . `�`'. . - T V - - - - - • mm =M =� 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 - �0 �1' ti a t� n N �WV y J ,sp m �a J �O ��m W H a .•z t-0 UochN �` e vi O vl H � M :R h� 5 ��VRU V" c ^A z v 09 0z� - • • O �%,aF�Xa ''-"'1 ~ �1 A C C4 'n O =, "i� N O 1.,� t- � A Ah- �.,,� ^1 cn a v O U 0 U z U PA w wu � u = u q Q • ^I <4q Uw - * LASyF ,0� ��GISTERf� . yj N0. .� * PE 10403232 * STAiE aF C FI . BY 04/22/05 t, W CHK'D BY: V SOB NO. IN2005.0296 / i 1 1 .,, _ +, I i F ---- -r�:�- -A I i `- -- i I i - - - -- - - -- I ! i -- ; 1 , I I --- -- .___.__..._, , _� l r� r --- -- -- -- --- --..__a I 3e I I son. m.H. e;1 I tac= 880.00 inv. 8" in' 878.51 inv. 8" oOt 878.31 - - irrr(6"e}I 8?$:98- - r1 � - - - • - - - --� - -- W 1 - - -- 78.27_.__.___ �-_1-- __..__.-. 3,6°06.4211 & - --- ------ -- < -- - ` I I r 1� I. . `�`'. . - T V - - - - - • mm =M =� 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 - �0 �1' ti a t� n N �WV y J ,sp m �a J �O ��m W H a .•z t-0 UochN �` e vi O vl H � M :R h� 5 ��VRU V" c ^A z v 09 0z� - • • O �%,aF�Xa ''-"'1 ~ �1 A C C4 'n O =, "i� N O 1.,� t- � A Ah- �.,,� ^1 cn a v O U 0 U z U PA w wu � u = u q Q • ^I <4q Uw - * LASyF ,0� ��GISTERf� . yj N0. .� * PE 10403232 * STAiE aF C FI . BY DATE: 04/22/05 DRAWN BY: W CHK'D BY: V SOB NO. IN2005.0296 � a z � a c� � �a � �a � O� O �� �W W � W O W V V DATE: 04/22/05 DRAWN BY: cWW CHK'D BY: JAL SOB NO. IN2005.0296 I REVISIONS I SHEET NO. OF . >rxmnnc nnnn n�A rA I UrD ntvr1 : L6 3 S N in N 1 U m 0 W N O a 0 N N a a 0 0 W w J Q U N f- O J 4. L SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING A 1 o .< A� J_ z v CL 0 U O � U -- -- -- -- — - -= - -- DORMANT DORMANT SEEDING B P 4 WwA� � � v .q " 94 t4 8 � va - - -- _- EMPORARY TEMPORARY SEEDING C */ / / / /1 // 04 V LLI � � � E Lu O V W cc 0 SODDING F Vj � v V MULCHING G W 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. /ACHE ( 1 LB /1000 SQ. FT. ) F = SOD 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 SOD TEMPORARY SURFACE STABILIZATION: LOOSEN TOP 4 INCHES OF SOIL AND INCORPORATE TEMPORARY SEED INTO TOP 1/2 INCH. IF LESS THAN 1 INCH OF TOPSOIL EXISTS, INCORPORATE 1 INCH OF ORGANIC MATER SUCH AS COMPOST, PEAT, OR TOPSOIL INTO EXISTING SOIL BEFORE SEEDING. PERMANENT SEEDING INSTRUCTION: SEE B12 ON SHEET C5.3. v M PLAN EXTEND APRON TO LENGTH SHOWN ON EROSION CONTROL PLAN APRON END SECTJQ �-- NO OVERFALL STORM PIPE SECTION FILTER FABRIC OUTLET PROTECTION DETAIL NOT TO SCALE NOTES: 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND FILTRATION OR WELL- GRADED GRAVEL FILTER LAYER AT LEAST 6 IN. THICK 2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER- RESISTANT RIPRAP STONE AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER, WHICHEVER IS GREATER 3. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW THE RECEIVING STREAM. ( RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL) NOTE: IF CUTS BECOME GREATER THAN SAN NORTH AMERICAN GREEN STRAW /COCONUT ADDITIONAL 6" OF SOIL MUST BE FIBER SEEDED EROSION CONTROL BLANKET - REMOVED & REPLACED S150 FOR USE ON 3:1 SLOPES FOR SEED. t 0 , n n - 0 1 t -0 6 6 " 1 II 1 /4 " /FT.- ----;- -1 /4 " /FT. FL AS SHOWN ON PLANS BANKS TO BE SEEDED & MULCHED PER THE SEASONAL SOIL PROTECTION CHART & APPROXIMATE SEEDING DATES FOR INDIANA TYP I CAL GRASSED WATERWAY SECTION NOT TO SCALE STONE BAGS DRAINAGE STRUCTURE SEDIMENTATION CONTROL NOT TO SCALE NOTE: INLET PROTECTION BAGS (SUCH AS THE SNAKE BAG BY VOLM BAG COMPANY, INC. OR EQUIVELANT) 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. ff A of 0 w NON WOVEN GEOTEXTI LE FABRIC I} 1 1 1 ' I 1 O'R 10'R 6" MIN.NO. 2 CRUSHED STONE GRAVEL COWSTR- UCTION ENTRANCE NOT TO SCALE SPACE POSTS PER MANUFACTURER 1 RECOMMENDATIONS Ed I F-2 11=1 I I I IIE-Ill. III - -� - -� FILTER FABRIC FLOW EXTEND FABRIC & yaw s a i 300 275 250 225 200 SLOPE 175 LENGTH 150 FT. 125 100 75 50 25 WIRE WOOD POST SILT FENCE CONSTRUC ION NOT TO SCALE 0 1 �/2 3' X X X X X 1 STAPLE PER SQ. YD. 172 Zj i Arl_tZ:) rtK Z�U. TU. GENERAL STAPLE RECOMMENDATIONS B c c c c B A A B B ;- NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. c 3' 2 STAPLES PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED^ DUE TO DEPTH OF FLOW (s) \ x (8) NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3:1 2:1 1:1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. 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. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE m 'at ti N 0 LL a o� wN a mi Uj W V Fes- N m N a J �O cl co <-:� 4 ca 0. 2 OC • oMN` 04/22/05 u Cl H � en Z;14 1 fn ILI JOB NO. IN2005.0296 n Zvi 1 o �'u �..E T a 4>1 a ~aaW4o 0 NJ 1 o .< A� J_ z v CL 0 U O � U z U 0--i P 4 WwA� � � v .q " 94 t4 � va P. LAS,S'F No. * . PE 10403232) STAR ff •. /HD II►N . �•�� CER ! D BY DATE: 04/22/05 DRAWN BY: 1 CHK'D BY: ILI JOB NO. IN2005.0296 V 1 O 1 � � a � va 0 W 04 V LLI � � � Lu O V W cc 0 6l.I O W Vj � v V W DATE: 04/22/05 DRAWN BY: CWW CHK'D BY: JAL JOB NO. IN2005.0296 REVISIONS SHEET NO. OF (N2005.0296.074.C42.ECD.DWG I SITE NAME The area scheduled for construction is known as "West Carmel Office Park" (hereinafter referred to as the "Project "). PROJECT LOCATION The property is located at Northeast Corner of Commerce and Retail Parkway in Carmel, Indiana, at a latitude of 39 °56'13 N and a longitude of 86 °13'50" 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 (N01) at least 48 hours prior to commencement of on -site construction activities. Submittal of late N01'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 3.40 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 Title Sheet 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 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 ore 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 tongency being N o rth 35 d egrees 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 AS 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 recieving 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. All IDENTIFICATION OF ALL RECEIVING WATERS The ultimate receiving water is Crooked Creek. Al2 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER There are no locations on site where surface water may be discharged into ground water. A13 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES 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. A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Pre- construction 10 -year discharge: 3.98 cfs Post - construction 10 -year discharge: 13.49 cfs A15 ADJACENT LAND USE Upstream Water shed: North: Residential East: Residential m South: Undeveloped Business. P W West: Commerce Drive / Target Store LO A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS fl- s Refer to plan sheet C4.1 for the construction limits fn N 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 and Brookston soils. 0 W 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 V) system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade a. with lime. The limitations of the soils for small commercial buildings as listed in Table 8 as severe. The foundations of the building will be designed by the structural engineer to accommodate the actual bearing capacity of the soil. The on- site soil will be treated as recommended by the geatechnical engineer if the conditions are unsuitable for the foundation system. Remedial treatment may include, but is not limited to, removal of the suitable soil and backfilling with engineered material Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable to this project. A19 LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS Locations of stormwater systems: Sheet C3.1 Size of storm sewer: C3.1 Details of storm inlets and manholes: C5.2 A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT Off site constuction activities shall consist of connections to existing utility services. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in accordance with all applicable laws. A22 EXISTING SITE TOPOGRAPHY Refer to Sheet C1.1. A23 PROPOSED FINAL SITE TOPOGRAPHY Refer to Sheet C3.1. B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site: 1. Structural fill 2. Road Base 3. Plastic drainage pipe 4. Water main pipe and appurtenances 5. Concrete drainage pipe 6. Concrete culverts 7. Precast concrete manholes 8. Rock rip -rap B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND - DISTURBING ACTIVITIES 1. Install construction entrance. 2. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the N01 at the entrance. Add protection measures to existing inlets. 3. Install staging area, fueling station, material storage area and concrete truck washout. 4. Strip the top soil and grade. 5. Complete the cut and flsls on the site. Final grade and seed the pond slopes. Install check d a ms or s tabil' e the slopes with erosion control blankets. 6. Start building construction. Install staging area for building materials. 7. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and install riprap outlet protection prior to installing outlets. Final grade and stabilize slopes when inlets are functioning. 8. Seed the perimeter of the site. 9. Complete utility installation, curbs, paving and building construction. 10. Install landscaping plant material and stabilize all disturbed areas. 11. Remove all erosion and sediment control practices when areas have a uniform grass cover. B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Refer to Sheet C4.1 for location and C4.2 for details. B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent sedimentation from entering the existing pond and wetland. Because lengths and heights of the slopes are small, more aggressive erosion control measures . were not considered. Refer to Sheet C4.1 for details. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS There are no proposed concetrated flow areas cn -site. Straw bales and silt fences will not be allowed as concentrated flow protection measures. 86 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS The contractor shall install sand bags around each inlet in paved areas and straw bales around inlets in grass areas during construction. The proposed inlet will contain a permanent two -foot sump to collect sediment during and after construction. Refer to Sheet C4.1 for locations and refer to Sheet C4.2 for details. Straw bales alone will not be allowed as inlet protection measures. B7 RUNOFF CONTROL MEASURES Not applicable. 88 STORMWATER OUTLET PROTECTION SPECIFICATIONS . Stormwater outlets will be protected by riprap aprons. Refer to Sheet C4.1 and C4.2 B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to sheets C4.1 and C4.2. 810 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The detention ponds will provide a sediment removal function in addition to the primary function of controlling peak discharges from the site. Temporary or permanent surface stabilization required for thin or bare area that is inactive for 15 days or more. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C5.2, within the Seasonal Soil Protection Chart. . B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS A. 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. B. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading 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. C. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. D. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. E. Install erosion control blankets as indicated on the plan. F. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1 -1/2 inches loose measurements over seeded areas. G. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. H. Refer to Sheet C5.3, within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and grass seed specifications. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste 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 manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. Dust Control /Off -Site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. . Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent 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 a frequency sufficient to minimize offsite impacts. Sanitary /Septic Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with Providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on -site location of said facilities. Water Source Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event. Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous 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 areas. Material Handling and Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1 -800- 424 -8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the Type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. Concrete Washout All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan The project supervisor should be notified of all spills. If a spill has the potential for groundwater or surface water pollution, the Carmel Fire Department (317-571-2600) and the owner (317- 841 -1002) should be contacted. If a spill does ollute the surface or ground water, the IDEM Spill Response Center (888- 233 -7745) and the County Surveyor (317- 776 -8495) need to be contacted: (The Surveyor is a contact only if the drainage system discharged into a Regulated Drain.) . , All possible measures such as diking or calling a spill clean -up specialist shall be used to minimize any impacts. Clean up materials shall be stocked on the construction site at all times. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE Inspection Schedule /Reporting All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days within 24 hours after a rainfall y of 0.5 inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The 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 Water Conservation District. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. . Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage areas. Off -site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. Soil Stabilization Inspections Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be ins ected at least once every. seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection /maintenance practices that will be used for specific controls: 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50 %. 3. Diversion SWGIes: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e., tire ruts) shall be repaired immediately. 4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather - related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. 5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 7. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 8. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 9. Straw Bales: Replace straw bales that show signs of deterioration. 10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfolls and daily pickup of litter. In the event that sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety hazard to users of public streets. Modifications /Revisions to SWPPP Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the insppection. 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. It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor /subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS Since the entire site is under a single ownership, there are not any individual building lots. Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is a medical facility. The pollutants and sources of each pollutant normally expected from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de -icing materials Pollutant Source: Office building Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage aggregate or rubber fragments from roofing system. Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated with vehicular traffic. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater detention ponds will remain in place as permanent features after construction is completed. Although the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental sediment removal function. Oils, grease, brake fluid and gasoline spilled on -site shall be immediately absorbed with products such as perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES Grading and Drainage The lawn areas that sheet drain to the existing pond along the east side of the site will be seeded to reduce the possibility of erosion. Detention Pond To the east of the site is an existing detention pond. All of the site drainage will be directed through the detention system prior to dischorge. Although the detention ponds were not designed as a stormwater quality ponds. They will provide a sediment removal function that is very close to that provided by a stormwater- quality swale. Design Considerations Relative to Stormwater Quality As mentioned previously, this project contains plans for installation of post- construction stormwater quality Best Management PrGOtice (BMP) such as the detention pond and the sumps in the stormwater inlets. A description of some stormwater quality BMPs that may be incorporated into the project in the future are as 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 will dictate design criteria and practices that may very widely from one jurisdiction to the next. Therefore, the use of any of BMPs in the list is speculative. The fact that a BMP is list should not be understood to mean only that it might have been installed at this project or that it should be considered for a similar project in the future. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an admission of errors, omissions, or negligence on the part of the engineer or the owner. Typical Stormwater - Quality BMPs and methods to reduce stormwater pollutants Stormwater Ponds These ponds can be incorporated into the design of a stormwater detention pond or can be separate structures Stormwater Wetlands Stormwater wetlands are artificial wetlands created for the purpose of stormwater pollutant removal and quantity control. Bioretention areas Bioretention areas (sometimes called rain gardens) are structural stormwater controls that capture and temporarily store runoff using soild and vegitation in landscaped areas to remove pollutants. Bioretention areas are engineered facilities in which runoff is conveyed as sheet flow to the treatment area, consisting of a grass bufer strip, ponding area, organic layer, soil and vegetation. Sand filters Sand filters are structural stormwater controls that temporarily store stormwater and pass it through a filter bed of sand. Water quality swales Dry water quality swales (sometimes called biofiltration swales) are cnannels designed and constructed to capture and treat stormwater runoff within dry cells formed by check dams or other means. Biofilters Biofilters are densley vegetated sections of land designed to treat runoff and rem'. ove pollutants through vegetative filtering and infiltration. Catch basin inserts or manufactured structural BMPs Many variations of catch basin inserts or manufactured BMPs exist. Inserts are devices inserted into a standard catch basin. Manufactured structural.BMPs are catch basins manufactured offsite and assembled in place. Good Housekeeping measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacies, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The following items are stormwater quality measures that will be installed during construction. These items will remain in place after construction is completed and are considered to serve an incidental function as post - construction stormwater quality BMPs. Grass Strips Grass strips and vegetation will act as a natural filter strip to aide in storm water quality. Rip Rap Aprons To Prevent Erosion The location of the aprons are shown on sheet C4.1. the details and specifications are shown on sheet C4.2. C5 DESCRIPTION OF MAINTANANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES Maintenance requirements for the detention pond, swales and inlet sumps, which will remain in place after construction is completed, are described below. , Post construction maintenance requirements for inlets & vegetate areas are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that show signs of erosion shall be stabilized with erosion control blanket and /or seed as necessary. Sumps in Inlets Inlet sumps shall be inspected and cleaned at the end of construction reqardless of whether is has reached its sediment capacity. Inspect every six months and clean as needed. Inspect and clean each sump once annually regardless of whether it has reached its sediment storage capacity. t0 N a 0 2 ==I 0 =JO LL mi .CM � WV L!J 5)) 2 �111011111 In Im m M a mi moo' a- c (1) Go TM � `r m () LU z a 0 0 Z c- o U OmN` r-i Cn O a ( %6 C,h E�-4 � `^ o En "WP U � c o 0z z-.r w •. E ZPA 0.4 .�.] �'� Q � 0 ~A a44o E=4 x d°EO a0zW1a) I CM 0-1 N A " xh�c en a 0 U 0 Z 4 U MME4 g 4cn Wway ga 0.4 1:� ,q v Is " tn .Q .41t4 t) 14 r4 uW ,0,,��i:�STE4f� No. �1 . . * : PE 10403232) * j rAt o , .1 �s f. . '' .HDIA.. .. �1 . , (, CER�IFIED BY i DATE: 04/22/05 DRAWN BY: CWW a: W.-M 0 .10B NO. IN2005.0296 -] I I 0 111=11 0 . . � 1== =J I P L M a . . W . 1 2 � IIJ.. 10�i= < o 9 . Im cc �: & 4 alum I -2 - �a . 0 (a) J 111=111 . . �= I= JLL. � 0 cc LU j)= - LU 1� � 0 .� - , I . � ICI v () W < .J P �E a � Alftiem IT= C:c (a) V I . 0 i= �01111 LLI . �: i DATE: 04/22/05 DRAWN BY: CWW CHWD BY: JAL .10B NO. IN2005.0296 -] REVISIONS IN2005.0296.074.C43.SWPP.DWGj 3 - 0 0 CN N cn 1 U m aa 0 H 0 a O kn D N N Q o _ O W U N 0 6" 1 1/2 R BITUMINOUS PAVEMENT �- TOPSOIL EXIST. GROUND N 100% COMPACTED .. > ..• .. � & WELL DRAINED <' X/i; /�\ COMPACTED & BACKFILL WELL- DRAINED 8" 8" SUBGRADE CONCRETE MONOLITHIC CURB DETAIL NOT TO SCALE TOOLED CONTROL JOINT APPLY ANTI- SPALLING /S WIDE, MIN. /a' DEPTH 4" CONC. SLAB W/ COMPOUND BROOM FINISH 6" 1" RADIUS - TOOLED 6x6 W1.4xW1.4xW.W.F. ROUND EDGE Q i •a PAVEMENT ° ° ° o ° o -- _ - -- _- I f l _ GRANULAR I _{ (I— ! , I -- o l ` CIO FI LL 61 P 9 ##4 REBAR (CONT.) ° `SOP & BOTTOM COMBINED CURB & WALK DETAIL NOT TO SCALE ' 100, TOP OF CURB 6 OR 8 20' (T,) TOP OF PAVEMENT I I VARIES W /TYPE BOTTOM TRANSVERSE OF CURB OF CURB EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL NOT TO SCALE A RED BACKGROU (REFLECTING) WHITE LETTERS (REFLECTING) WHITE BORDER (REFLECTING) R1 -1 MOUNTING HEIGHT - 7,ABOVE GRADE. * REDUCE SPACING 40% SIGN DIMENSIONS INCHES A E; C D E F BIKE 18 3/8 6 6C 3 73/4 MIN 24 5/8 8 8C 4 10 STD. 30 3/4 10 11 OC 5 121/2 EXPWY. 36 7/8 12 12C 6 15 SPECIAL 48 1 11/416 0 16C 8 120 0 COLORS LEGEND - WHITE ( REFLECTIVE ) BACKGROUND - RED ( REFLECTIVE ) STOP SIGN DETAIL NOT TO SCALE TACK COAT PRIME COAT. NO.11B SURFACE NO.9 BINDER NO.53 STONE NO.2 STONE -'-=1 11-- =1 I I d 11�f 11: 1 I� =11 t = --i I I_ -==� 1I - .�IIII— „fI1III. �; �IiI,- ;liilil�= •I1I-= a;:._�' ' ' 6' COMPACTED & WELL DRAINED SUBGRADE TO BE HEAVY DUTY ASPHALT COMPACTED ACCORDING TO GEOTECHNICAL REPORT BY PAVEMENT SECTION ATC &ASSOCIATES NOT TO SCALE TACK COAT PRIME COAT O O O \ '\ \ ------ - - 1 r v G�o n D' CP' • -��;7r Q{t-3.'•c?`Cj � %',t1j ,- -;q c�"3r s � �t O C �. C 00() NO.11B SURFACE NO.9 BINDER NO.53 STONE NO.2 STONE -'-=1 11-- =1 I I d 11�f 11: 1 I� =11 t = --i I I_ -==� 1I - .�IIII— „fI1III. �; �IiI,- ;liilil�= •I1I-= a;:._�' ' ' 6' COMPACTED & WELL DRAINED SUBGRADE TO BE HEAVY DUTY ASPHALT COMPACTED ACCORDING TO GEOTECHNICAL REPORT BY PAVEMENT SECTION ATC &ASSOCIATES NOT TO SCALE TACK COAT PRIME COAT NO. 11B SURFACE NO. 9 BINDER NO. 53 STONE NO. 2 STONE iI•. I,' ,II ,III._ 11 '_ ,1 'I ij i1 I;,._- 6” COMPACTED & WELL DRAINED SUBGRADE TO BE LIGHT DUTY PAVEMENT COMPACTED ACCORDING TO NOT TO SCALE GEOTECHNICAL REPORT BY ATC & ASSOCIATES TOOLED CONT. JTS. 1/8- WIDE, MIN. 1" DEPTH —� APPLIED CURING COMPOUNDS 4" CONC. SLAB W /6x6W1.4xW1.4 W.W.F. BROOM FINISH OR PATTERNED COLORED CONCRETE WHERE SPECIFIED. CONT. JTS. 5' -0" O.C. MAX. s• ,. V (, NOTE: EXP. JOINTS ® , I ; BLDGS., OR IMMOVABLE - -' ' OBJECTS. CONTROL JNT. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAX. SEE PLANS FOR ANY VARIATIONS EITHER 4" CONCRETE SIDEWALK DETAIL INDICATED OR IMPLIED. NOT TO SCALE 1' -o' P. LANE INDICATION ARROW DETAILS NOT TO SCALE NOTE: LOCATION OF STOP BAR AS INDICATED ON PLANS VARIES N. E STOP BAR TO BE EDGE OF CONC. GUTTER PAINTED WHITE 24" STOP BAR DETAIL NOT TO SCALE 4" DRAINAGE FILL COMPACTED & WELL DRAINED SUBSOIL CROWN CAP W/ CONC. 1" ABOVE TOP OF PIPE STD. S' GALVAN I ZE FILLED W/ 2' -0 "0x4' 2' -0" x 4' -( SLOPE CON &FINISH W NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. ( maximum spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE 6" STD. STEEL PIPE BOLLARD NOT TO SCALE 101-611 -oil (REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAIL) 4 U. f .4 f •. J G •il a ' ' e •� a .a d 4 ee A 4 .', , • a • 4 d 4 • '� A' .�'4• a q < e a• . f 4. .,' e. a a A d q. „• ad • : f 4 4 d f f ad ..d 4f4 v J A A f d • L d f4. d d 4 .., d' .. a• A A _ e Y .: e d 4 4 S1. e 4 .. .4 - fd * a 4 -A d a e d 'a• . 4 d 9 e.. a' 4 va. F-611 REACTION PAD -6" CONC. 8 I T. P VM'T. - - - I N T art °, 2 DUMPSTER PAD -4" CONC. 2- #6x9' -8" ® 4'o.c. 6x6 -6/6 WWF 2_0 811 SECTION A -A - COMP. AGGR. BASE 211 2" 211 I ' DETAIL OF RAMP GROOVES OR TACTILE WARNING NOT TO SCALE O O O O \ '\ \ \ - O O O O O �t O O NO. 11B SURFACE NO. 9 BINDER NO. 53 STONE NO. 2 STONE iI•. I,' ,II ,III._ 11 '_ ,1 'I ij i1 I;,._- 6” COMPACTED & WELL DRAINED SUBGRADE TO BE LIGHT DUTY PAVEMENT COMPACTED ACCORDING TO NOT TO SCALE GEOTECHNICAL REPORT BY ATC & ASSOCIATES TOOLED CONT. JTS. 1/8- WIDE, MIN. 1" DEPTH —� APPLIED CURING COMPOUNDS 4" CONC. SLAB W /6x6W1.4xW1.4 W.W.F. BROOM FINISH OR PATTERNED COLORED CONCRETE WHERE SPECIFIED. CONT. JTS. 5' -0" O.C. MAX. s• ,. V (, NOTE: EXP. JOINTS ® , I ; BLDGS., OR IMMOVABLE - -' ' OBJECTS. CONTROL JNT. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAX. SEE PLANS FOR ANY VARIATIONS EITHER 4" CONCRETE SIDEWALK DETAIL INDICATED OR IMPLIED. NOT TO SCALE 1' -o' P. LANE INDICATION ARROW DETAILS NOT TO SCALE NOTE: LOCATION OF STOP BAR AS INDICATED ON PLANS VARIES N. E STOP BAR TO BE EDGE OF CONC. GUTTER PAINTED WHITE 24" STOP BAR DETAIL NOT TO SCALE 4" DRAINAGE FILL COMPACTED & WELL DRAINED SUBSOIL CROWN CAP W/ CONC. 1" ABOVE TOP OF PIPE STD. S' GALVAN I ZE FILLED W/ 2' -0 "0x4' 2' -0" x 4' -( SLOPE CON &FINISH W NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. ( maximum spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE 6" STD. STEEL PIPE BOLLARD NOT TO SCALE 101-611 -oil (REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAIL) 4 U. f .4 f •. J G •il a ' ' e •� a .a d 4 ee A 4 .', , • a • 4 d 4 • '� A' .�'4• a q < e a• . f 4. .,' e. a a A d q. „• ad • : f 4 4 d f f ad ..d 4f4 v J A A f d • L d f4. d d 4 .., d' .. a• A A _ e Y .: e d 4 4 S1. e 4 .. .4 - fd * a 4 -A d a e d 'a• . 4 d 9 e.. a' 4 va. F-611 REACTION PAD -6" CONC. 8 I T. P VM'T. - - - I N T art °, 2 DUMPSTER PAD -4" CONC. 2- #6x9' -8" ® 4'o.c. 6x6 -6/6 WWF 2_0 811 SECTION A -A - COMP. AGGR. BASE 211 2" 211 I ' DETAIL OF RAMP GROOVES OR TACTILE WARNING NOT TO SCALE O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DUMPSTER PAD DETAIL NOT TO SCALE 2.35" 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 O O O O WHITE PAINT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SKY BLUE PAINT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 N O O O O _- -_ -___ as'_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O O U U O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 4' -0" MIN. VARIES WITH WIDTH OF RAMP TRUNCATED DOME PLAN VIEW ^ 4" TYP. TRUNCATED DOME SPACING NOTES: 1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS. 2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP. 0.4" 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. 0.2" 5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE.GRID IN THE PREDOMINANT DIRECTION OF ADA ACCESSIBLE PARKING_ SYMBOL DETAIL OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. 0.91, NOT TO SCALE 6. DECTECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS. 7. IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD. TRUNCATED DOME SECTION TRUNCATED DOMES PLAN AND CROSS— SECTION NOT TO SCALE o ro N 12" e >` rf � 1 RESERVED GREEN - ILLUMINATING LETTERS TAPE (LETTERS) A PARKIN AS NEEDED ° �- _ 12'2 Ib. STEEL SIGN ---- POST (PAINTED' ° BLUE - ILLUMINATING , TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING * VAH TAPE (BACKGROUND) PROVIDE 1" SLOPE AT TOP OF FOOTING IF NOT IN CONCRETE WALK GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) I ° • I - - 12 "0x3' -6' CONCRETE FOOTING. RECESS FOOTING -_ BELOW CONCRETE WALK 4" II j I �l 6 ° VAN ACCESSIBLE TO BE NOTED * FOR SPACES DESIGNATED FOR I i i I -= f I__ THAT USE. 12" ADA ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE SIDEWALK 2'-O" BOTTOM EDGE OF RAMP 5' -6" TO BE FLUSH WITH CURB RAMP BOTTOM OF CURB 2.0% (max.) I PAVEMENT 4" 1/2 PREFORMED JOINT FILLER SECTION L -L SIDEWALK 6' -0" 5' -0" 6' -0" SIDEWALK SLOPE 12:1 (max.) SLOPE 12:1 (max.) 't RAMP GROOVES SECTION K -K COARSE BROOM FINISH K L K SIDEWALK Ilillt!II!IIIIIII ----c Iiilllllili !!!!! IIIIIIIIIIIIII111 - - — -- � = IIiIIiIIIIlllllli 11111 12:1111111 -� .� =- 11111112:111111 SIDEWALK 111111111ti'fti!!i -- — i !! 11111111111!III :sea :":e3 i i !1!!!11!11 I I I J a n e i i o 0 DOTE: TRUNCATED DOMES L TRUNCATED DOMES & RAMP GROOVES APPLY TO ALL TYPES 6' -0" 5' -0" 6' -0" OF CURB RAMPS ADA ACCESSIBLE RAMP TYPE NOT TO SCALE TRUNCATED DOME DETECTABLE WARNING (SEE DETAIL THIS SHEET) SAWCUT SMOOTH EDGE — ALONG EX. ASPHALT PATH CnNCRFTF PAVEMENT VARIES PLAN 61-611 SLOPE 12:1 MAX. RAMP GROOVE TACTILE WARNING (SEE DETAIL SIDEWALK \\-1/2" PREFORMED JOINT FILLER SECTION G -G 1' -O" 4' -0" MIN. I "Ail A � : �iL4 � �`F:9 • rn SECTION H -H 2' -0" MIN. , PAVEMENT ADA ACCESSIBLE RAMP TYPE II NOT TO SCALE p%u DATE: No. * . PE 10403232: STATE CF ••MHO IA �`. •';��� N �'ON AL�� ;f CE ED/ BY a Q Q_ Q a LU 0 Q W 0 1 l W V M n J LU OLu v CC Q LU DATE: 04/22/05 DRAWN BY: cww CHWD BY: JAL .JOB NO. IN2005.0296 IN2005.0296.074.C51•C52.SD.DWG SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING 4" MIN. 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTION GROUT SLOPE 5" `1� e N 4 = � -. 3 n MIN. COVER g4• BARS ® 6" O.C. 6" "B" BORRO BOTH WAYS 6" (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE "C" STORM SEWER NOT TO SCALE 6" MIN., z 00 H SEC. DIA. i FINISH GRADE 48" 5'- on 1/2" CEMENT CONCRETE GRADE RINGS ASTM -C -478, MORTAR 4000 PSI) UTILIZED TORAISE TO FINISH 96" GRADE, MAX. ALLOWABLE HEIGHT OF RISE 102" RING IS 12 ". Ld 2' -0 " m 2' -0" a M 101/81, = PRECAST ECCENTRIC CONE j to CONCENTRIC CONE OR 7' PRECAST COVER. 6' -3" BARREL SECTION -48" DIA. 1.5 ASTM C -478 CLASS A 11" REINFORCED CONC. PIPE 18" 4000 PSI 11" 4'— 0" 4" MIN. 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTION GROUT SLOPE 5" `1� e N 4 = � -. 3 n MIN. COVER g4• BARS ® 6" O.C. 6" "B" BORRO BOTH WAYS 6" (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE "C" STORM SEWER NOT TO SCALE 6" MIN., z 00 H SEC. DIA. "H" 48" 5'- on 60" 61-0" 72 7'- 2" 96" 9' -6" 102" 10' -1 " 108" 10' -8" . STEEL AREA 0.12 1N. / LIN. FT. NIDTH IN BOTH DIRECTIONS. NING ADDITIONALLY REINFORCED W1 IV. OF 0.20 IN. 2 /LIN. FT. ® 90 ° AIGHT RODS. MIN. LENGTH = DIA. OF NING PLUS 2" 24" x 36" OPENING FOR CASTINGS TYPE R- 3455 -C COVER CAP FOR PRE -CAST CONCRETE MANHOLE COVER NOT TO SCALE Ln L9 Ln 0 N O H 0 0 W Q U a J a J Ot a o > o 1 CEMENT GROUT PIPE THICKNESS + l /j) +2" =I 0 Q _ PLAN VIEW -16- L GROOVED END ON OUTLET END TONGUE END ON INLET END D C B =(D -C) RIP -RAP TO BE PLACED 4.1 L Sao ON SIDE SLOPE WHEN PE CALLED FOR ON PLANS PIPE ( CONCRETE CULVERT END SECTION EL �� -�I 1; = (:Ilia -� j`:��r;�lil= -- l l: COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT END SECTION LENGTH (D) SLOPE DETAIL 12" C. TO C. MAX. SPACING HOOK DIA. BOLT (TYP) C � s + • o Q A a 0 N 9" a 1 1/2"R / 1 1/2"R CLASS "A' CONCRETE E + 2T GROOVE (OR TONGUE) TO SECTION Y -Y BE THE SAME AS ON STANDARD ° SECTION A -A REINFORCED CONCRETE PIPE 6r, "' CONCRETE PIPE TOE ANCHOR QgTM DESIGNATED C76 CLASS "A" CONCRETE LA LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 ( as set out in standard specifications. ) 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 'PI?E 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 OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE IN PLACE AND ACCEPTED. 1� 1 " 71r l rr 9" MANHOLE STEP I.S.D. 1980 -C NOT TO SCALE CURB-\ A 30' TYP. A 90° 4" PERFORATED P.V.C. CAP END OF PIPE (TYPICAL) 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE ® 0.5% MIN. PLAN VIEW - CURB INLET 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE ® 0.5% MIN. INLET M 90° A A CAP END OF PIPE (TYPICAL) PLAN VIEW - INLET IN PARKING LOT PAVEMENT UNDERDRAIN DETAIL NOT TO SCALE NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE PIPE PROVIDING THE METHOD IS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF PIPE. DIA. MIN (MIN.) A* C* D* E* K R1 R2 WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 101/81, 9" 800 15" 21/40 7' 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11" 1100 18" 21 2' 11" 4' -1' 6' -2" 3' -0" 1.8 151/2 It 12' 1300 21" 2 3/4" 11' 3' -6" 6' - -3" 3' -6" 2.1 161/8" 13" 1500 24" 3" 12" 2' -8" 6' -3" 4' -0" 2.3 1§_J31 6" 14' 1800 27" 31/4' 13" 2' -5" 6' -3" 4'4- 2.6 1 18 3/16" 14 1/2" 2100 30" 31/2' 14" 1' -10" 6' -3" 5' -0" 2.9 18 1/2" 15" 2400 33" 3 3/4" 15" 3' -6" 8' -3" 5' -6" 3.1 23 3/4" 171/2 4100 36" 4" 1 17" 3' -1' 8' -3" 6' -0" 3.4 24 3/16" 20" 4200 * TOLERANCE f1" PRECAST CONCRETE END SECTION NOT TO SCALE ASPHALT z AGGREGATE BASE tV r- 0 00 o O% OC3 b OR08"1 PERFORATED SCHEDULE #8 WASHED GRAVEL 000 o 0 0 a 40 P.V.C. PIPE (4 ") OR APPROVED EQUIVALENT o 01 0 80 (IN DOT STD. SPECS.) o 0.0 OG _c70 4" 4" PERFORATED PIPE AND TRENCH DETAIL NOT TO SCALE ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * 3" MIN. DIA. PIPE TO BE KEPT CPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. SECTION A -A TYPE "M" INLET (W/ SUMP), NOT TO SCALE PLAN 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. SECTION A -A TYPE "J" INLET (W/ SUMP). NOT TO SCALE EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOPSOIL TO ENSURE GRASS MIN. 12" IF 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 "B" BORROW COMPACTED TO 95% STANDARD PROCTOR DENSITY TO TOP OF TRENCH. LEGEND Bc= OUTSIDE DIAMETER D= INSIDE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE 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 MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT ... UNDER PAVEMENT DTI 1I I M INIMI I w[n. -I EDGE OF PAVEMENT, CURB-2 d (MIN) GUTTER OR SIMILAR STRUCTURE 11�_j1 3 30' TO 6 0" IN THE PUBLIC RIGHT -OF -WAY - � 11.1! 66" & LARGER 6 �5 IF WITHIN 5' OF EDGE OF a z'CD PAVEMENT, USE "B" BORROW OR ; CD EQUIV. GRANULAR MATERIAL Bc E a V! a COMPACTED TO 95% STANDARD 2 PROCTOR DENSITY FOR ENTIRE a�&,4.< TRENCH BACKFILL N OTE: x��� ALL INITIAL BACKFILL SHALL LEGEND BE 6" TO 12" 9ALANCEDLLD TS. 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 U DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 3 30' TO 6 0" 4 66" & LARGER 6 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. MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMENT: USE "B" BORROW COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 116 OF PIPE DIAMETER AND REGULAR 1/6 Bc BACKFILL TO TOP OF TRENCH d REINFORCED CONCRETE PIPE (UP), BEDDING DETAIL NOT TO SCALE 1 L /•11 v ** / 0 r * ** 2" PIPE 6 �' 6' 3" PIPE Qo io PIPE _1 N " 2 Q7 . . SECTION A -A ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TYPE "M" INLET NOT TO SCALE SECTION A -A ** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE * ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED. TYPE "J" INLET NOT TO SCALE to d' P a w N U)WV LU �N �m an cc J �O co lu m FW- Q C7 ERE.• F� * PE 10403 32 5TA f i � •.AND IAN1;.••' 'i CER ED BY LU V � a � a a �a m� Umo 0 c W �w LUvw � v C� DATE: U' z �� o ,N- CWw CH WD BY: Cn in JOB NO. IN2005.0296 �5 a z'CD �z CD Z E a V! a 2 a�&,4.< �oz6 x��� z�v .. fi� 1.1 Q' �0 � 0 a 0 U U z 1:4 W4q� w �= u v q �ta ERE.• F� * PE 10403 32 5TA f i � •.AND IAN1;.••' 'i CER ED BY LU V � a � a a �a m� Umo 0 c W �w LUvw � v C� DATE: 04/22/05 DRAWN BY: CWw CH WD BY: JAL JOB NO. IN2005.0296 REVISIONS SHEET NO. 502 OF IN2005.0296.074.C51•C52.SD.DWG C3 0 0 N N O Q 0 s W 0 0 O J Q U V) 0 J a. CLAY TOWNSHIP SANITARY SEWER 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. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with 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 costing 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 <I5 feet 75 seconds >15 feet but G25 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 precoat 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 costing 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. S. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such 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. 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 inspec tion, 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 pri vote 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 - 3D34, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D - 241, SIX INCH PIPF 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 acce pted 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 a 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 5:00p.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. 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 prig for each foot of water above the sewe r 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 af 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 pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or 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. 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% 10 -inch 0.28% 12 -inch 0.22 % 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 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. TA 13I,I: I MINIMUM SPECIFIFI)'TINIE REQUIRED FOR A 1.0psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED TABLE I Pipe Diameter 1n. Il- tinimum Time, inin:s I,englh for Minimurn Time, ft 'Time for Longer Length! S Speciticatioa Time for Length (1,) Shown, mints 6 66" & LARGER 6 100 fl 15011 20011 250 it 30011 350 f1 40011 450 R 4 3:118 597 0.360 L 3:46 3:-16 3:46 3:46 316 3:46 1116 3:46 6 1 5:40 386 0.8541, 5 :40 5 :40 5A0 5:40 5:40 5:40 5:42 6:24 8 1 7:34 298 1.520 1, 7:34 7; 34 7:34 7:34 ^1:36 8:52 10:08 11:24 10 8:26 239 2.371 L 9:28 9:25 9:33 9:63 11:52 13:51 15:49 17:18 12 11:20 199 3.418 L 11:20 11:20 l 1:24 14:15 17:05 19:55 22:47 2538 16 14:10 158 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 Is 17:00 --5.342-1, 133 7.682 L 17:00 1 �i :13 25:38 32:03 26:27 44:52 51:16 57:41 21 19:50 114 10.1470 L 18:60 26:10 34:54 13:37 52:21 61:00 69:48 78:31 24 22:10 89 13.674 L 22: -17 34:11 15:3.4 56:58 6 8: 22 79:46 91:10 102:33 2 7 2530 88 17.306 L 28:51 43:16 57: -11 72:07 8632 100:57 115 :22 129:48 30 28:20 80 2L3881, 96:37 .53:26 71:1.3 819:02 1081:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 61:38 58:10 107:49 129:18 150:43 172 21 193:53 38 34:00 86 30.783 L 61:17 76:55 1 102:12 123:12 153:80 179:29 1 205:0; 1 230:46 WA TER MAIN SEWER 10' MIN. 10' MIN. I IF LESS THAN 18" � (D OR IF WA TER MAIN IWA TER MAIN ( IS BELOW SEWER .� 1 CLASS 150 MECH. JOINT CAST IRON PIPE IF LESS THAN 10; VERTICAL SEPARATION SHALL BE NO LESS THAN 18 ". I I I I I I Q W 3 WA TER MAIN CONC. -' FLEXIBLE COUPLING COLLAR ( TYP) OR ADAPTER ( TYP ) MIN. CROSSOt/ER & SEPARA TION REQU IREMENTS FOR WA TER MAINS & SEWERS NOT TO SCALE CONCRETE COLLAR BEDDING MATERIAL HEAVY DUTY LAMPHOLE " CASTING W/ SOLID LID, NEENAH R -1974 OR EQUAL 45° BEND ,,,-WYE 11 /4D -D CONCRETE CRADLE CLEANOUT DETAIL NOT TO SCALE NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR ALL CLEANOUT INSTALLATIONS (SEE DETAIL) CAREFULLY TAMPED BACKFILL T, Iv D +8" MIN. I ... ' ' ' � CONCRETE CLASS "A" BEDDING CONCRETE CRADLE NOT TO SCALE 4D, 4" MIN. EDG E 0 PAVEMENT, , CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY IF 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 "B" BORROW COMPACTED TO 95% STANDARD PROCTOR DENSITY TO TOP OF TRENCH. LEGEND Bc= OUTSIDE DIAMETER D= INSIDE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT ° :,ivlil�tlMlJ :I WIp :Ty�= =1;2'� Bc ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS, A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF d PIPE, AND REGULAR BACKFILL TO TOP OF - TRENCH. DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 6 30" TO 60" 6 66" & LARGER 6 PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL NOT TO SCALE 5' -0" BEDDING MATERIAL COMPACTED TO 95% BY PROCTOR METHOD. 5' -0" LONGITUDINAL SECTION TRERCH SECTION UNDER PAVEMENT NOT TO SCALE NOTES: 1.) CONTRACTOR TO CONSULT SPECIFICATIONS FOR COORDINATION OF MATERIALS TO BE USED. ti N cc Q C=1o� �N �WV [� N J m �a <o co VM 0 � F a . U0 tntC7, C14 --.s Z W1 ch C441 30 0=4 "A o z z` V E Z PQ J w2 O L" N d �yz�� NAin.. COD t%% z -� v o. 0 U O U Z 4< U H 1:4 w LTI X u Vq ha LgSyF Lg�STE No* * PE 1040323Zii STATE OF •.�HDIAKT:.•' � pt C TI ED /'BY O v v a �4 t l LLJ V 0 J � Q i a 0 CL °C a '+ J �a I'a' W LL w 0 Ca cc LU LU �o W V � � V V ICJ DATE: 04/22/05 DRAWN BY: CWW CHK'D BY: JAL JOB NO. IN2005.0296 I REVISIONS SHEET NO. OF IN2005.0296.074.03.M.MG i 3 0 0 N 1 m 0 W 0 Ln 0 d 0 Q 0 a W w J Q U g a SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING Acer campestre A 2.5" B & B, straight trunck,central leader * /// 4 Liriodendron tulipifera Tulip Tree 2.5" B & 8, straight trunk, central leader AF 9 Acer ginnala 'Flame' Amur Maple 1.5' B&B MA 3 Magnolia x, soulangiana Saucer Magnolia 5 -6' DORMANT DORMANT SEEDING B 2 Aesculus glabra Ohio Buckeye 2.5" B & B, straight trunk, central leader MP 6 Malus 'Prairifire' B 1.5' B & B AM 6 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberr f 5 -6 B & B. clump MS TEMPORARY SEEDING Malus Sugar Tyme C 1.5 " B & B */ / / / /I // /// D Bonfire Sugar Maple 2.5" B & B, straight trunk, central leader MY 17 E Northern Bayberry 36' B & 8, 5' O.C. BM 18 Buxus microphylla var. koreana Korean Boxwood 18" SODDING NS 3 ** Black Gum 2.5" B & B, straight trunk, central leader BN Betula nigra River Birch 10 -12' 8 & 8, min. three trunks PA 30 Picea abies 'Pumila Nigro' Dwarf Norway Spruce 18" Cont. CA 9 Cornus alternifolia MULCHING G B & 8 PC 6 Prunus virg Red' d' a'Canada Canada Red Chokecherry 1.5' B & B, central leader CC 6 iCercis canadensis Eastern Redbud 7' B & B. clump PG 6 Picea glauca 'Densata' Black Hills Spruce 5 -6' B & B, full to ground CD 33 Cotoneaster dammed 'Coral Beauty' Coral Beauty Cotoneaster 18" Cont. - PO 7 Platanus occidentalis Sycamore 2.5' B & B, straight trunck,central leader CH 21 Clethro alnifolia 'Hummingbird' / / / fir. • r . o.. i- ff>_ - r- - ter. BN F 71 3 AG AS Q ��� QS IG P 1 / 8 1 3 3 J 3 BN � � QP 3 2 .000 0000 .00* / / / 3 _ - .- I N44 Of L T CD P i -- 7 BN 3 9 ILL FG 1 ' . r i s S IG / F07 . s• EXISTING�'OND / 2 \� _ rc Pc AF V CC PP A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; / / ::•:..: BUILDING 2 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; 8,128 S.F. ►'� J" �� Y �- c --' / i ' PLUS 2 TONS STRAW MULCH ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. ACRE / 6 6 6 C = SPRING OATS 3 BUSHELS /ACRE / D =WHEAT OR RYE 2 BUSHELS /ACRE / / 3 f' : 6 C / \ R 4 6 R 4 - --(;- ---_ \ G B _ _ __ G -_ _ E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT.) `'` V 6 F -SOD / / ::: C ( X3 4 I 8 aN \ } G = STRAW MULCH 2 TONS /ACRE i y h I 12 * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD / // 5 SR SM �V 10 1P IV q 2 sM 5 BUILDING 4 cK � : �. • ;; �� \ �� 6 � 6 8,128 S.F. 6 :. • -- - -. _ .. _ _ � , CC CD - - _ - s S SR O -- - -a .A. �. ii -.- _� -_ -� _ NS - -- - I 1 / \ . \ c0 - , % • \ JH . is ':• .•.:= " - _ / / r P Rq _ .___ ___ FA �• �.,, BUILDING 3 6 / r 6 w ... 6 FA R 114 Q Q JH I AG - - - - -- -- I 4 8,128 S.F. 21 s 1 1 36 41 / If FONT IYARIP SEI BAC a AI 511 1 rn AF I / / I i 3 3 ( I i N3 °06'42 "W 5 6.83' i l _ 1 0 _ ------- - - - - -- ----- - - - - -- - - ------- - - - - -- - - - - - -- - - - -- - ..__...__N '`- • EXISTING 36oa��- 1� � RVEppTp2 - -__ -- .� - - - -- ----- - - - --- EASEMENT -.. -- -- � 42.W- -_..._ - do .ft - t 1 ." / ' � � _ --- ._ .•- ...- c... -.-` _-- -. .'\- _c__. _Y- ........- _r- ...._�- . -r.-- '- ---- -- -- j 4. woo..,.. •.,. .. ...,...w,,,.......,..,- ..,.,. ,.. ,..-..,•.......• .. e...-. x.. ,,,.. e..... w.-.....,.. +.....,....,.- ._............. (\ �� ` `/ ,% • / / � - T- - i ---_'- _ _ _ .-.-- __ - -- \ --- -T -" T\ 1'--4- 'C fir- -'- � \ � i7;` -^."'. • a Uj ���_ -_- COMMERCE DRIVE -_.. I t !. / - -� - - -- ----------------------------------------------- - - - - -- _ZZ-_ I 1 NEVER CUT LEADER. THIN UP TO 113 OF BRANCHES RETAINING NATURAL 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 ®120° ALL STAKES AND GUY WIRES TO BE REMOVED WITHIN ONE YEAR. GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES - DRIVEN BELOW GRADE. (3 STAKES 1200 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 FR 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 UNDISTURBED SUBGRADE BASE 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 ". 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 PLANTING SCHEDI.!LE KEY NUMBER BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS KEY NUMBER BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS AC 5 Acer campestre Hedge Maple 2.5" B & B, straight trunck,central leader LT 4 Liriodendron tulipifera Tulip Tree 2.5" B & 8, straight trunk, central leader AF 9 Acer ginnala 'Flame' Amur Maple 1.5' B&B MA 3 Magnolia x, soulangiana Saucer Magnolia 5 -6' 8 & B, dump AG 2 Aesculus glabra Ohio Buckeye 2.5" B & B, straight trunk, central leader MP 6 Malus 'Prairifire' Prairifire Crabapple 1.5' B & B AM 6 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberr f 5 -6 B & B. clump MS 8 Malus Sugar Tyme Sugar Tyme Crabapple 1.5 " B & B AS 4 Acer saccharum 'Bonfire' Bonfire Sugar Maple 2.5" B & B, straight trunk, central leader MY 17 Myrica pensylvanica Northern Bayberry 36' B & 8, 5' O.C. BM 18 Buxus microphylla var. koreana Korean Boxwood 18" B & B or Cont. NS 3 Nyssa sylvatica Black Gum 2.5" B & B, straight trunk, central leader BN 9 Betula nigra River Birch 10 -12' 8 & 8, min. three trunks PA 30 Picea abies 'Pumila Nigro' Dwarf Norway Spruce 18" Cont. CA 9 Cornus alternifolia Pagoda Dogwood 1.5' B & 8 PC 6 Prunus virg Red' d' a'Canada Canada Red Chokecherry 1.5' B & B, central leader CC 6 iCercis canadensis Eastern Redbud 7' B & B. clump PG 6 Picea glauca 'Densata' Black Hills Spruce 5 -6' B & B, full to ground CD 33 Cotoneaster dammed 'Coral Beauty' Coral Beauty Cotoneaster 18" Cont. - PO 7 Platanus occidentalis Sycamore 2.5' B & B, straight trunck,central leader CH 21 Clethro alnifolia 'Hummingbird' Hummingbird Summersweet 18" Cont. PP 8 Picea pungens Blue Green Spruce 5 -6' B & B, full to ground CK 6 Calamagrostis acutiflora 'Karl Foerster Karl Foerster Feather Reed Grass #2 Cont. PV 27 Panicum virgatum 'Heavy Metal Heavy Metal Switchgrass #2 Cont. FA 3 Fogus grandifolia American Beech 2.5" B & B, straight trunk, central leader QM 9 Quercus muehlenbergii Chinkapin Oak 2.5' 8 & 8, straight trunck,central leader FIG 19 Fothergilla gardenii Dwarf FothergMa 18" B & B or Cont. QP 3 Quercus prinus Chestnut Oak 2.5' B & B, straight trunk, central leader FX 20 Forsythia x'Arnold's Dwarf Arnold's Dwarf Forsythia 18" Cont. QS 6 Quercus shumardii Shumard Oak 2.5" B & 8, straight trunk, central leader HQ 24 Hydrangea quercifolia Qakleaf Hydrangea 24' B & B or Cont. RA 57 Ribes alpinum Alpine Current 18" Cont. IG 17 Ilex glabra 'Compacts' Compact Inkberry 18" B & B or Cont. RH 23 Rhus aromatica 'Gro -Low' Gro -Low Fragrant Sumac 18" Cont. JH 44 Juniperus ho ntalis rizo 'Youngstown' Andorra Juniper 18. " 1 Cont., 3 O.C. SM 37 Syringa Meyer] Dwarf Korean Lilac 24 -30 " B & B or Cant. SHADE TREE PLANTING DETAIL NOT TO SCALE EVERGREEN TREE PLANTING DETAIL NOT TO SCALE 3" MULCH LAYER AS SPECIFIED FINISH GRADE W. 106th Street O �` 3 Northwestern Dr. 1, 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 - DATE: 04/22/05 W CWW -,i1y CHWD BY: III - • , 1 • r \`I j. '� �� ��f1M.. ,t�.�8-r.�,� . JOB NO. I IN2005.0296 0 LL �Na U; WV 0 N Lu 0. J m �a RIM KA Q O �D ' �;.,.mU� '��u�Aen...«- W > • ...... , �111� .% �u11(WflNnn. .�WtItIWlNmnmm�nra�nn�m W LLI (0) Lu Ad Aft �1►`altl�a• •WIINII�quw•www 2 Q 0� ;�� �t i a � ; ����A���A��r i / ����I�✓I����: �Ivi•`C�C�I �I,I�' I� 'C��R�INI' �.%� . % % .. �aA�ri�i ■��5� �'�'II MORE � V • • : • ' • - • • • I i / i I I I I i I ♦ tI/2'I /� 3CIrI I I � I +/ I • a. � �'�'�'�'� �'�'� / 'MIN■rtA■�>t��rr ����� . . :: • - - • : ��ii, , ,;�i��if >�`i� iCi�i�i�i� ice;•. i� i . - .. - . . ♦� ♦ l `����� lonsum ������ �rs�i�r1 /11f �t:��.����•�� � • is ��� � . �'��• �1�•���'��'�`'��•��% • • • • - • - • SHADE TREE PLANTING DETAIL NOT TO SCALE EVERGREEN TREE PLANTING DETAIL NOT TO SCALE 3" MULCH LAYER AS SPECIFIED FINISH GRADE W. 106th Street O �` 3 Northwestern Dr. 1, 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 - TT ��. VOQ`N�; ZF4 Noe; 00=4���� yz� o Uz w •• z <>, tn 1=4AO o Pk 0 Hx�<°o �cV Ah" 010, U O U z U Iii ca •.l t CERTIFIED BY DATE: 04/22/05 W CWW CHWD BY: JAL a JOB NO. I IN2005.0296 0 LL �Na U; WV 0 N Lu 0. J m �a LL LLI J Q O �D W W > C)�m W LLI (0) Lu Ad Aft W 2 Q =j LU O W TT ��. VOQ`N�; ZF4 Noe; 00=4���� yz� o Uz w •• z <>, tn 1=4AO o Pk 0 Hx�<°o �cV Ah" 010, U O U z U Iii ca •.l t CERTIFIED BY REVISIONS SHEET NO. �n iJ OF rwinnc nnnn rnA rct T n TNUTr- DATE: 04/22/05 W CWW CHWD BY: JAL JOB NO. I IN2005.0296 0 � a 0 Lu 0. now LL LLI 0 cz, W W > W LLI (0) Ad Aft W =j LU O W V � � V V W REVISIONS SHEET NO. �n iJ OF rwinnc nnnn rnA rct T n TNUTr- DATE: 04/22/05 DRAWN BY: CWW CHWD BY: JAL JOB NO. I IN2005.0296 REVISIONS SHEET NO. �n iJ OF rwinnc nnnn rnA rct T n TNUTr- 0- U_ 3 0 N N 0 LJ M W O W di a 0 CV a 0 O W J a 0 �,����•/0 EXISTING POND ' -- / - --- - -- CURVE DATA 1 I � `'E ' 3•• / / / / / / 01 •- ,�0 33 Ar2 / / / / / A = 17 °26'32" + � S5 / R = 795.00' �' + • •' __� / / ��' ', /� / /// / // L = 242.02' �� +� �•• / / / / T = 121.95' • / C = N27 023'26 "W - 241.08' � .� ./� • �' / / / / / CURVE DATA 2 ..�_ � • �• / A = 1 S °49'01 " � / R = 711.45 f S37040'1011E - 193.33' / / / / ��- -.-ter- rte-- ��.-- ��-��� -- / I / L = 233.65' ------ - - - --� �_ / / -.1 / / / / / / T = 117.89' �� �// / / C = N 45 °31'14 "W - 232.6 0' / + / / / �/ p0, G op• o O O #4 /// / / / O Q �° / O oo° 07. 0 O °o O d o0° °° o d °<S o OO o Q EXISJING POND / ___ ------ - - - - -� 0 O °/ O pC)• 0 Q O' U oC7' o O o' O o0• O O' o U / / - - - -- - _ '._. .r. - - - 0 O O' / / °O' o O O' O °O' a O O' O °C5' o r3 °O' O a0 f)' a O oQ. c _ o Co. ° 0 o O O' ° C� o' a q ° ° o / / / ! 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I III / I i � , /•� IIf /.: - • - --- -- W. 106th Street I• __11 t_.._ t. __ , `C^ w 1°°-,C I4� .�� � %,\ 11 , i., '- ; , W �. .11 'tn �i1� .1 ,y` % _, o `� : �0, �0"N 0 t . �. k �C• ~2 S "' �' 1 y. -� ,•. 0 -3 o . . Cl `' N,'\ o Northwestern Dr. �� ,� y , VICINITY MAP N.T.S. Luminaire Schedule Project: West Carmel Center Block E - Site Lighting Symbol Qty Label Type Arrangement Watts Lumens LLF Description _E1 17 A III SPAULDING SINGLE 250 21000 0.750 CVS- A- H25- H3- F- X -DB -HS -E] 1 B IV SPAULDING SINGLE 250 21000 0.750 CVS -A- H25- H4- F- X -DB -HS Numeric Summary Project: West Carmel Center Block E - Site Lighting Label CalcType Units Avg Max Min Avg /Min Max /Min Parking Illuminance Fc 1.76 6.4 0.4 4.40 16.00 Perimeter Illuminance Fc 0.30 14.3 10.0 10.00 0.00 CALCULATIONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT- CANDLES POINTS SHOWN ARE AT GRADE . III & IV SPAULDING FIXTURES ARE MOUNTED ON 20' POLES AND 2' BASES 'PERIMETER' POINTS ARE SHOWN IN GRAY s =M= =M=M CAUTION H 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 - . we N N a � , z 0 =J o u. N J (� W v cc 1� . � N CC J 4m .1m 14 J Ili 10. < 0 (D co < TM to } 0�m () W Q IM � * z t_ o r; IOCKN M o 0, � F4 -.6 .. _ tn d. W �CVRL) nZ�U 0' ~ ` � Z~ ��jj .. Q W 04 T �1 /� - O W .<°N N ED �W�tn- O " t- �NAh rA r- x�= en z . a 0 U O U z U " . P4 % U Q Cn 0 ,= u w OR -< 4UW L61 () . � O =J - - - � a 2 � a DC a � ,< x . . 0. a Wa mi . . V �LL - - 00 . M. LU � c n U,! (). W I Z Lb! v W cc � a Q U V Z� . DATE: 04/22/05 DRAWN BY: CWW CHWD BY: JAL I . JOB NO. IN2005.0296 REVISIONS SHEET NO. kk-_.:� ?I 0 1 . OF 1. TAT7AAC AAAA AIA !'x'11 T TD T%Wr N 3 0 N 0 W a M 0 w N O O N c* 0 Ln CNI 0 It 0 Q 0 0 W w Q U F- 0 12 1 { 1 { 1 1 { { { 1 1 + I � , y d0ow .r- TRASH EN �s PATIO SHELTER 000, 0 W DUAas) � PLANS) TRASH ENCLOSURE _ ��� �' �—��■ _ `�� _ _ C RE OETAJT) AN I / / PATIO SHELTER •'� (SEE ARCH. PLANS) .......... V . / / t I I ►I / / / / / / X :: ,::.> :.:<: ' 4";..'.•;.,:.•.: . w. *F ..4 EXIsTNG,D .• BUILDING 2 8,128 S.F. IN I I /\\—EXI G POND i ♦ BUILDING 4 8,128 S.F. / I / I / / / / ♦ F: BUILDING 3 I / 8,128 S.F. I77 - - -- -- — — -- 4. low i �■ / / � f � � __��rr���__r�■■•rr�r_�w v _wr�r— _��_— r�a•r rya. —��w— .___,_ __ — — ' — _ — • — • • — • Ak • — _ t' Wit- _: �1�� -�- i ' �'" • - COMMERCE DRIVE _ �- r '' f '°°' • • _ _ _ - -- - - - -- — - - -- —� to r _ yp woo dop _ -----.----------------------------------------- ---- -- _ \ `(C i.l }—t -', lop Id F El 620 1 WORK ZONE 120' TAPER 250 250' I - -- - I z ►� I � � \ TARGET I I II . ; •. �� !I LLJ CL r I I (n 1414 - - — -- - - - - -- _- -= =- - _ I I w I 1 LLJ 10f CL 1 � • I -- - -- I- I I I 1-4 - -- _____ I -I . - - -- - - -- - - - -- -} I -;�� a% �`; ti << l•< � ,,: � ��. � � w� I 11_.x__ •:_--- - - - - -- - ____ -} }� vas •\ I ki �__._ _ - - - -� -- _ _'_ - -� -I , I I !I I.�� , , Z ► — � _— - -- I I .o � �A - - -- -111 111 W 1 I cn I (V I S. 1 W I I T` _ _ - } I \ 11_ - -- - - -I- ;11 w I I ► _ '_ - -- - _ -1_ - -- -- I , �I— —I i I'I , I III is I \`. I ,� a ��' �I '— � � I •� 1. i rN a 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. LEGEN D ® LOW INTENSITY FLASHING YELLOW LIGHT ( TYPE A ) • STANDARD DRUM BARRICADE WITH "STEADY -BURN" WARNING LIGHTS 18' MIN. ORANGE WHITE M ORANGE WHITE to ® = BLACK OR OTHER APPROVED COLOR STANDARD DRUM BARRICADE DETAIL N.T.S. 0 XW21 -1 (36% 36 ") ,!`,.`y 4110 dog � 1 I 1 PHASE I I I 1 I 1 LIMITS t I I oft oft 1 t j I I 1 i I I I i - -= ._..L.;:_.�� , \== = ``•. -_ � � • FLT I sir „_ • — t.._,_ `` jU/ � I` ` ® ♦ ` ftb oft oft -. � -. 120' TAPER 250, ROAD END CONSTRUCTION CONSTRUCTION JJ CONSTRUCTION 250 FT. 500 FT. 2 3 0 0 XW20 -1 (48"x 48 ") X 20 -1 (48 "x 48 ") XG20 -2 (60 "x 24 ") CONSTRUCTION SIGN AGE CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( Induding, 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 — V N 0 qjwj a �WV LU y J ,s� m �a �m TIM LU z a 0 • or, Uo0%N` �U' �z0-I /1 w • • E z 0 T Ln 0 0 Hx4° 'n ziI N Awl a vo U 0 U U LT q q. `. LA NO. * •• PE 10403232 STAT OF /ND If►N�. +I� SAS /p• & CE"!IED BY Ll.I sC V O � a a lU a V J LU cz LU LLI LU V W =j IdJ v W (A) f�■ W DATE: 04/22/05 DRAWN BY: CWW CHWD BY: JAL JOB NO. IN2005.0296 TXTIAAC A1104 AIA rat 1►frn'r T*%1W11!