Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
07080001 Civil Construction Plans Rcv. 7/31/2007 DOCS
OWNER OPTS NORTH CORPORA T/O/V 1033 N. MERIDIAN ST, SUITE 130 INDIANAPOLIS, IN 46290 CONTACT: STEVE FOSTER Ph. (317) 705 -0444 FAX (317) 705 -1444 EMAIL: JASON.RUSK @OPUSNORTH.COM ENGINEER i 0 Architects +Engineers Sdutions by Design Since 1937 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 (317) 842 -6777 FAX (317) 841 -4798 W v ro P 3SFRALT Rim, U.S. 31 �zR ._ «- .-..•. i ^.r�� " �. �' 1�^ ..--°�:r-.r.r'�.,�1!"�/'��l"�'; ��r�'�,i- V�Y ^V"��,�V�� ✓"'`lam �� � -. EXISTING DETENTION BASIN AI -T' nnAr•r% i i►innrri nnrn � ._/ ._. M x z c� 0 M r— r N.+ PENNSYLVANIA ST. AS7,,7 'T - ..,..- I_...._ ._.__ ..._... _.._.... - ... -.... �_. .•- ...... -_.._ .-._. __... �__ _� ...�... _._.._. ._-__. 2\Z4 CGNre.E s!lisa� , �� O it { t I PROJECT DATA Project Address: 12911 N PENNSYLVANIA STREET Project Area: 209 ACRES, 90,931 SF Parking Requirements: 1 SPACE PER 250 SF GROSS AREA Parking Spaces Required: 499 Accessible Spaces Required: 12 Parking Spaces Provided: 553 Accessible Spaces: 12 Total Spaces Provided 565 Zoning District: B-2, HIGHWAY 31 CORRIDOR OVERLAY ZONE BUILD— TO— SETBACK U. S. 31: 90 FT Pennsylvania: 20 FT PROPOSED CONSTRUCTION NXIMA, SHT DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE PLAN C202 SITE DETAILS C301 GRADING PLAN C401 EROSION CONTROL PLAN C402 EROSION CONTROL NOTES C403 EROSION CONTROL DETAILS C501 UTILITY PLAN C502 UTILITY PLAN DETAILS L101 LANDSCAPE PLAN BENCHMARKS REFERENCE BENCHMARK: IMAGIS MONUMENT #3 WHICH WAS LOCATED ALONG THE EAST SIDE OF ALLISONVILLE ROAD AT THE METROPOLITAN AIRPORT. THE MONUMENT HAS BEEN DESTROYED SINCE TRANSFERRING THE ELEVATION USING GPS (FAST STATIC METHODS). ELEVATION. = 782.68 (NAVD 88) SITE TBM: CUT " +" IN THE EAST MOST BONNET BOLT OF A FIRE HYDRANT ALONG THE WAST SIDE OF PENNSYLVANIA STREET APPROXIMATELY 1200 FEET NORTH OF THE CENTERLINE OF 126th STREET. ELEVATION. = 782.14 (NAVD 88) CONTACT CO. / PERSON FOR "HOLEY MOLEY • SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS THE LAW 1- 800-382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CRIPE TEAM PROJECT ENGINEER PROJECT MANAGER PROJECT SURVEYOR QUALITY ASSURANCE CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 317 - 842 -6777 FAX - 841 -4798 NO. JOHN NIERZWICKI, E.I. 845 -7050 PHONE: FAX: OWNER OPUS NORTH CORP. 705 -0444 705 -1444 JASON RUSK WATER DEPT. PAUL PACE 571 -2648 571 -2462 DUKE ENERGY SHIRLEY HUNTER 896 -6711 896 -6712 VECTREN CHUCK SHUPPERD 776 -5535 776 -5553 AT &T MICHAEL HAYNES 252 -4007 252 -4013 BRIGHTHOUSE NET. JASON KIRKMAN 632 -9077 632 -5311 CITY ENGINEER MICHAEL McBRIDE 571 -2441 571 -2439 CITY UTILITIES JOHN DUFFY 632 -9077 571 -2642 CO. SURVEYOR KENT WARD 776 -8495 776 -9628 D.O.C.S. MIKE HOLLIBAUGH 571 -2417 517 -2426 STREET DEPT. DAVE KLINGENSMITH 773 -2001 773 -2005 SANITARY CARMEL UTILITIES 571 -2634 3, ED WOLF L Q "HOLEY MOLEY • SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS THE LAW 1- 800-382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CRIPE TEAM PROJECT ENGINEER PROJECT MANAGER PROJECT SURVEYOR QUALITY ASSURANCE CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 317 - 842 -6777 FAX - 841 -4798 NO. JOHN NIERZWICKI, E.I. 845 -7050 GRAHAM LENS 845 -7065 ERIC WHITE, LS 845 -7033 DAVID LACH, P.E. 845 -7061 1.1 a 0 -3 0 0 N C .y � L O N C� W W z W z z 0 0 Q Q z z o�0 w z u, � z 0� 0!:ZZW w U Q g > a� n 0 n a- t W = J D z ix 3: a 0 CID oa N , .0 < < a5 0z� Q. M U Z N = Q Q cn U 0- a- .0 ' Z 04 1�Q"q1i1 Z� _ M L 0= A 3, V L Q O z Q c— M E---i F--- j � Q w W w � 0 z Q c W :E 0 [if Q W U 0 CL V Q = E— O Z Z � � � J � Q O m ERTIFIED 6 � O 31 d7 AA g L4t 5 TT ® FE 10000126 - ?s� s STATE OF / M40" kL Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1' = NAB JL- Sheet C S Date 07-31-07 Project Number 099399 -20200 EMEMENNEMMUM PROJECT LOCATION MAP PROJECT SOILS MAP CrA— Crosby silt loam, 0 to 3 percent slopes. Major factors affecting urban uses include slight surface depression and moderol internal wetness. These limitations will be addressed through development with the erosion control guidelines, specifications and details. Br— Brookston silty clay loam. This is an upland depressional soil. Major characteristics affecting urban uses ore surface poinding and internal) wetness. These limitations will be addressed through development with the erosion control guidelines, specifications and details. Refer to United States, Soil Survey of Hamilton County, Indiana. United States Deportment of Agriculture Soil Conservation Service. November 1978 for engineering properties and limitations for various intended uses. MAP 18057CO206F FEBRUARY 19, 2003 SCALE: 1"-250' FEMA FLOOD MAP 18057CO207F FEBRUARY 19, 2003 SCALE: 1"-250' NSURANCE MAPS LEGEND SPECIAL FLOOD HAZARD: AREAS _INUNDATED • BY 100 —YEAR FLOOD, ZONE A No base Flood elevabons; determined MAIN ST W 131ST ST Base .flood elevations determined. ZONE X Flood depths of to'' 3: feet (usually areas of SITE C31 N C O_ .N d 0 Q J Flood . depths of: Ito 3 feet (usually sheet. ca flow on sloping terrain); average depths Y C'J Z m D 0 Z w Z Z 0 U Z D - Z DC N Z u d Z Q m J Z U ZZv.) > < Z5 0 J struction; no. base. flood elevations deter- °¢Q00 -° a mined. Q U Z ZONE V: Coastal flood :with velocity hazard - (Wave. N rL .d ^Q0w action); no base flood elevations determined. - z� Q ZONE VE Coastal flood with velocity hazard (wave. 'Q c � W action); base flood elevations determined. ". FLOODWAY AREAS IN ZONE. AE U L Z OTHER FLOOD AREAS � C:) Z UJI O LLJ LLJ flood with average 'de thsoflessthan 1 foot V) orwith drainage areas less than 1 square mile; w W and areas protected by_ levees from. 100 —year is O'Qw MAP 18057CO206F FEBRUARY 19, 2003 SCALE: 1"-250' FEMA FLOOD MAP 18057CO207F FEBRUARY 19, 2003 SCALE: 1"-250' NSURANCE MAPS LEGEND SPECIAL FLOOD HAZARD: AREAS _INUNDATED • BY 100 —YEAR FLOOD, Land Description — Building 1 Part of the Southwest Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of said Southwest Quarter Section; thence along the East line thereof South 00 degrees 10 minutes 07 seconds East (assumed bearing) 439.67 feet; thence parallel with the North line of said Quarter Section South 88 degrees 42 minutes 47 seconds West 45.39 feet to a point on the Westerly right of way line of Pennsylvania Street, the dedication of public right of way of which was recorded December 9, 1986 in Book 4, on pages 697 thru 701 in the Office of the Recorder of Hamilton County, Indiana, which said point is the point of beginning; thence South 05 degrees 43 minutes 38 seconds East along said Westerly right of way line 3.91 feet to the Western boundary of land conveyed to the City of Carmel as described in Instrument No. 200500068466, recorded in said Recorder's Office (the following two courses are along said Western boundary); 1) thence South 00 degrees 10 minutes 07 seconds East 646.27 feet; 2) thence North 89 degrees 49 minutes 53 seconds East 10.00 feet to the Westerly right of way line of said Pennsylvania Street; thence South 00 degrees 10 minutes 07 seconds East 73.48 feet; thence South 89 degrees 49 minutes 53 seconds West 545.41 feet to a point on the Easterly right of way line of U.S. Highway #31 (Referenced from Line "K" for I.S.H.C. Project ST —F -222 (9) DTD 1973); thence along said right of way line North 00 degrees 03 minutes 57 seconds West 413.47 feet to a curve having a radius of 2146.83 feet, the radius point of which bears North 89 degrees 56 minutes 03 seconds East; thence Northerly along said right of way line and said curve 301.18 feet to a point which bears North 82 degrees 01 minutes 41 seconds West from said radius point; thence parallel with the North line of said Quarter Section North 88 degrees 42 minutes 47 seconds East 512.76 feet to the point of beginning, containing 8.788 acres, more or less. Subject to all legal easements and rights of way. Land Description — Remainder Part of the Southwest Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of said Southwest Quarter Section; thence along the East line thereof South 00 decrees 10 minutes 07 seconds East (assumed bearing) 439.67 feet; thence parallel with the North line of said Quarter Section South 88 degrees 42 minutes 47 seconds West 45.39 feet to a point on the Westerly right of way line of Pennsylvania Street, the dedication of public right of way of which was recorded December 9, 1986 in Book 4, on pages 697 thru 701 in the Office of the Recorder of Hamilton County, Indiana, (the next four courses are along said right of way dedication); (1) thence South 05 degrees 43 minutes 38 seconds East 68.84 feet to a curve having a radius of 788.95 feet, the radius point of which bears South 84 degrees 16 minutes 22 seconds West; (2) thence Southerly along said curve 76.54 feet to a point which bears North 89 degrees 49 minutes 53 seconds East from said radius point; (3) thence South 00 degrees 10 minutes 07 seconds East 578.69 feet to the Point of Beginning of this description; (4) thence continuing South 00 degrees 10 minutes 07 seconds East 1175.54 feet to a point on the Northerly right of way line of 126th Street; thence along said right of way line South 89 degrees 54 minutes 47 seconds West 547.52 feet to a point on the Easterly right of way line of U.S. Highway #31 (Referenced from Line "K" for I.S.H.C. Project ST –F -222 (9) DTD 1973); thence along said right of way line North 00 degrees 03 minutes 57 seconds West 1174.76 feet; thence North 89 degrees 49 minutes 53 seconds East 545.41 feet to the point of beginning, containing 14.742 acres, more or less. Subject to all legal easements and rights of way. ZONE A No base Flood elevabons; determined ZONE .AE:. Base .flood elevations determined. ZONE AH . Flood depths of to'' 3: feet (usually areas of ponding); base flood elevadons.determined.: N C O_ .N d 0 ZONE . AO Flood . depths of: Ito 3 feet (usually sheet. flow on sloping terrain); average depths Y determined. For areas of alluvial fan . flooding velocities also determined.' 0 Z w Z Z 0 ZONE A99 To be protected from .100 -year. flood by 000 W Z DC N Z u d Q Z > L U�g Federal flood protection system under con - J Z U ZZv.) > < Z5 0 co o LO struction; no. base. flood elevations deter- °¢Q00 -° Oz� a. mined. Q U Z ZONE V: Coastal flood :with velocity hazard - (Wave. N rL .d ^Q0w action); no base flood elevations determined. - z� ZONE VE Coastal flood with velocity hazard (wave. c c � W action); base flood elevations determined. ". FLOODWAY AREAS IN ZONE. AE U L Q OTHER FLOOD AREAS � C:) Z ZONE X 'Areas of 500 -:year flood;' areas of 100 -year LLJ LLJ flood with average 'de thsoflessthan 1 foot V) orwith drainage areas less than 1 square mile; w W and areas protected by_ levees from. 100 —year O �- O'Qw flood... Y 01-HER AREAS 'Q < E-1 W U ZONE X Areas determined to be. outside S00 -year floodplain. 0 O ZONE D Areas in Which flood 'hazards are undeter- _z Q NO NO mined, but possible. 0 O UNDEVELOPED..COASTAL' BARRIERS' ERTIFIED Y: m��ttttl A•'' •�``` %. Identified identified Otherwise • • M UT..I:. C� 1983: 1990 or Later.: :. Protected Areas . Drawn By: CDW Identified GML Quality Assurance: DAL 1991 or Later' . 0 Scale: 1• = NA' Sheet 'Coastal barrier areas are normally located within or adjacent to Special Flood Date 07 -31-07 Hazard Areas 099399 -20200 Floodplain Boundary, Floodray Boundary .. Zone D Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary Dividing Areas of Dif -' ferent Coastal Base flood Elevations Within Special Flood Hazard Zones:. -w-513 Base Flood Elevation Une; Elevation in Fee[•' . A A Cross Section Line Transect Line (EL 987) Base Flood Elevation in Feet Where ,Uniform Within Zone... . RM7 x Elevation Reference Mark M1.5 River Mile Land Description — Building 1 Part of the Southwest Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of said Southwest Quarter Section; thence along the East line thereof South 00 degrees 10 minutes 07 seconds East (assumed bearing) 439.67 feet; thence parallel with the North line of said Quarter Section South 88 degrees 42 minutes 47 seconds West 45.39 feet to a point on the Westerly right of way line of Pennsylvania Street, the dedication of public right of way of which was recorded December 9, 1986 in Book 4, on pages 697 thru 701 in the Office of the Recorder of Hamilton County, Indiana, which said point is the point of beginning; thence South 05 degrees 43 minutes 38 seconds East along said Westerly right of way line 3.91 feet to the Western boundary of land conveyed to the City of Carmel as described in Instrument No. 200500068466, recorded in said Recorder's Office (the following two courses are along said Western boundary); 1) thence South 00 degrees 10 minutes 07 seconds East 646.27 feet; 2) thence North 89 degrees 49 minutes 53 seconds East 10.00 feet to the Westerly right of way line of said Pennsylvania Street; thence South 00 degrees 10 minutes 07 seconds East 73.48 feet; thence South 89 degrees 49 minutes 53 seconds West 545.41 feet to a point on the Easterly right of way line of U.S. Highway #31 (Referenced from Line "K" for I.S.H.C. Project ST —F -222 (9) DTD 1973); thence along said right of way line North 00 degrees 03 minutes 57 seconds West 413.47 feet to a curve having a radius of 2146.83 feet, the radius point of which bears North 89 degrees 56 minutes 03 seconds East; thence Northerly along said right of way line and said curve 301.18 feet to a point which bears North 82 degrees 01 minutes 41 seconds West from said radius point; thence parallel with the North line of said Quarter Section North 88 degrees 42 minutes 47 seconds East 512.76 feet to the point of beginning, containing 8.788 acres, more or less. Subject to all legal easements and rights of way. Land Description — Remainder Part of the Southwest Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of said Southwest Quarter Section; thence along the East line thereof South 00 decrees 10 minutes 07 seconds East (assumed bearing) 439.67 feet; thence parallel with the North line of said Quarter Section South 88 degrees 42 minutes 47 seconds West 45.39 feet to a point on the Westerly right of way line of Pennsylvania Street, the dedication of public right of way of which was recorded December 9, 1986 in Book 4, on pages 697 thru 701 in the Office of the Recorder of Hamilton County, Indiana, (the next four courses are along said right of way dedication); (1) thence South 05 degrees 43 minutes 38 seconds East 68.84 feet to a curve having a radius of 788.95 feet, the radius point of which bears South 84 degrees 16 minutes 22 seconds West; (2) thence Southerly along said curve 76.54 feet to a point which bears North 89 degrees 49 minutes 53 seconds East from said radius point; (3) thence South 00 degrees 10 minutes 07 seconds East 578.69 feet to the Point of Beginning of this description; (4) thence continuing South 00 degrees 10 minutes 07 seconds East 1175.54 feet to a point on the Northerly right of way line of 126th Street; thence along said right of way line South 89 degrees 54 minutes 47 seconds West 547.52 feet to a point on the Easterly right of way line of U.S. Highway #31 (Referenced from Line "K" for I.S.H.C. Project ST –F -222 (9) DTD 1973); thence along said right of way line North 00 degrees 03 minutes 57 seconds West 1174.76 feet; thence North 89 degrees 49 minutes 53 seconds East 545.41 feet to the point of beginning, containing 14.742 acres, more or less. Subject to all legal easements and rights of way. 0 .Q •c U N d N C O_ .N d 0 Y N ly LU W Z 0 Z w Z Z 0 o a Q � 000 W Z DC N Z u d Q Z > L U�g nW_-- 0- N LU = J Z U ZZv.) > < Z5 0 co o LO N , °¢Q00 -° Oz� a. �Q�.� Q U Z = Q Qui ll a N rL .d ^Q0w o -- z� L c c � W U L Q H � C:) Z O LLJ LLJ V) w W W O �- O'Qw 0) Z Y 2 E 'Q < E-1 W U L a_ 0 O Z � _z Q NO NO 0 O M ERTIFIED Y: m��ttttl A•'' •�``` %. o : PE 1 CC 0123 • • M UT..I:. C� Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1• = NA' Sheet C100. Date 07 -31-07 Project Number 099399 -20200 ...._ ... _ -. - ..._.. ..,.. - - _.. _ I. -.... _ ,.. _ - .., -- - -.._. _. ... .. ___. . ,_ . -.. ... -... .- ..............1- . - - . _.. _ . . . ,- ....... _ . - _.. .....__.. _ -. , . . ._. ... . _, .. - _ .J , , w. _ .. -- , : _ . _ _ . - - . . _._ -. .. -. .. - _ i . - _ __ _...t._... ;: _ .. ... . y _ .. - -- _.____ -___ -- ._- ...___-.•___ ____ _.._____ .__ -.- - _ -___._ �_-_____-_._.___ _.__.__..M _ - .......... �......... �-- c� ----. _ - , - .. iii- �t -.. _ - _ -•. , - -o 1 -4 ' ---I -- .' _`r,,.-r- LV`•' \` ;� \ \yJ 1 ...gin., ^` /�,,,...`_. ___ /r ✓�. � r` --.... _... -.._ .-._. .. ---I- IIIIIIIIIIIIIIIIIII. �_._ U - r-r-1 _2 ,l�` ...,....- \ i �Qo 1--_-I \ . L C-R el., ". 1. - � 6 _____�. __ .---- \ X__ __-I I , _ ^_A�.- �/ �-'� \% G') __ � _ter__ / -�.1 .--'' 866 � \ \ ..� _ -- - -.� - - -� 1� � N OJ � � �7 W 232x39 � 6► �,,r C� •�� -- - -""` /� .� - �� - \, .� 'r i _4 _ __ S 00'� 1_'47" E- __2� 9.59 _w._ w _ - __ _._. - - -, - CD I ____ ) l 9Q f - -- �� Q ���, --mss ftk Z �\ 1 `i �,'� /' : ^'' 1, . _ _ .i C_4 � t. t i r�~ / ....� ______ --- -- -�..� -" 998 ��''•���'�' �� j� �� -}� - 8 i �, rog ,, .,/ <_ -- -- 598 ---- -- �- •- •--- -- .._-- o � �_____ _,_,�.._._ � i r --.` � t, � \� •� �- •/ �- �- •-- ----�' ...1.1 ..... . ......... .......... � . _ ____- -- �_ _ ____ _,, _.,,_„_ _,cam__ ---- -- .--. - -- --,,� f 1 1 L98 ti A-,. \ � � .-��' 1� �,, ---�' ""--- g ` `_-- - -_ �'`�` ` � � � a, �� '�� / 11rte � f )) M Q I 1111 _w_.. ____,__ gg8 ---" ___'__-• ---- ----- ___�.. L..-�' _�,�� -- -� _ ----- �;\ cs. ! )\ BUILDING I � t� �' { / �� w__--- �- .�-r'" ______ , ..____ -- --~ ._ _- �'�"" , t � ( 68 - --- -r.-_, \ 1 \'� '�- ``'_.` 8� �`�� / i' v / ,-r'' --- Ii' ` , - tt * - .+ u o� J pf " ' 1 •. ---- -- 1 �,, ` _____ - �� _ s ,� .� �- i� 3 S T 0 R Y OFFICE B U I L D I N G � .�` ... _ - _ , ~-._ 866 / '� _T1� i �` F' ... 'r ��',._•_ ��. - .\..""'^`_ _._mow.,•,_ ``1 ``�_ �-•�` __ti` \� J J/ /r .. N 0 �� ---- -- -- " _, -. �% -� �`` _' \` " l / i �� #� -P tom% I I / / 1% CP �, �-- - �. `r, %'� -� ,% ,r.. -%�` t,� F . F� . E . 8 7 0.5 Q -�� 1 / -, \ \ /J _ _-•. Iz•�t--•-_ >�__� ACS --+ = ---1--7-' 1F; c,,, __. , P d r F �-�� �� 184. E �.., ,/,,�%.--r' , C I ft. -.77. A- ' "�._ ._ _ I I , N 00 , 0 07 / � I . _% - 4 i -_4. / I • .. 10.4b � I r 1 1 '� .� "�° 1 2 "I %\ 1 �- i \ l; S 00 07 E 1 87.9 I o _�__�. c �_ i� 1 v \ D I, i . _. _ _ . __ 00 1 f t .�j l �f "I 1 .._.�;r _w. �- �......._ I_ w..r aw�i :C1M1.�". - "'.A4�li[LC[).: ....__ .__.- *rr-_ r_ift..._.__..__..�._ _. - y- :I- ..._•_r_- __..�all --� 1 _ • 1 I ; co �` g8 JJ CD ® `1 _�.." fii• � 1 __ ...law_ __�_� i..__.1w._ _;. _ _ wi s __! _._ 1 . -_►�_ v.•4t~ _ _� � ._ .+ , j _ o �; = t t 1. ( t 1 I �-.._ -~ .. �t.r -��` �r�h - i I i i V U`` I { -F C 1 j_ 2i E-: fJ i r. r I I \, R 4 , \ - � 1 to I— I F I-, . �1 . t I I I � s I I i ,, I ! I . . � Pi I i \ 1 i ,.-•� ! �••" /^� r- -7�•� ,�j ... -•.I , Y } �I � 1 (. �t I I i t I i H tt {I ! ! t i , O ) ? i t + / `�/ V, S V 1 1 % r, �' 1 \ r•,•• tr r •�. cr "`�. a.za �P..�-- l rt �, t .r <• i 1 1 t ! I Q C) S i` 1 C �.i L' j \ \ / t ,, :y" ...�- ----�-•--•.._...� ,, ,,,� t \i -.,A i �a K I I I i 1 i ,� ) i i f i t oo I 8 68 --_-/ 1 •-� '�`� �1 -r,� d l , , i .�.�• = rAl # I`.... l , I I 1 1I %� i # I icy I �. � �, �. . # ..� t \ . r I U� i0 •,, ,,� �r T - 3 t �,.- - _„� 4 _.._ ..... _ ..r G, y� �, ' t; I f f ¢ ...- ,yam Y - -� . .. �3 e ; 1-11 ✓ _ .. �.J , `� � . " ; z \ y �' :v - cD III, 1 i1 � �� _ f J � fir, r. - ��t. �r� ;,;w =P, ; t /! , `, 1 ( c� o� ,. , , �s `s, �d -/ ! ~ �: [ I i 1 i I t � LY `ti's S I l ! .. }c� "� `� , $ m � f,-, // �: :y1t r� �1 i t k 1 � CTS Cn / / .�y,,. r' G �„9 �' �" '� !. ` 1 D' 1 t Y, ) I I i 1 •��r' r��+ `� � ter' f • ,I i ; :/ I l f { i s• l I i+ r, : # ["1" �, ..._ I J "' ----{ \ .✓'��' '� \,,,%� - -� . � �,4 t j- 14� t i I 1 i l I I t I 1 t f a I I \ \//�J� S __ _____' I ) I 1 )J .'" t��- N. 11 ` -V � - = :, i 1I I i 1 : ; . i � I 1 Ij {) 48.86' �_ ._...� { , I____,,.r�- V� •C` •- .�•M�- 1 ' -1' t�`: `•,I; � ' � ., „ - -•'� j__ ._... _�. ._-_ _$.__. +r_ .F. �- .....; i- _.._. �_1 i'�:_ _ti ..;... ._.. r.y . [- ._v. _y. - Iw.... C�' ` U4 / i \ � f' t - - i f t ! { t M 1.i- d� I 1 \ / .$S 4`^`. G� �,i.. i. fr,.n a.w:zyuU • � �_. _...:.[, i y ....._ 1 t 1 \ 1 i -" t : p' f_` 411 / \\\ t '' ' ... ' i s ,. f "1 ii 1 1 i T 4 6 # 4j f i [ ( I 3 I it $ g , .�.. r''"`1 ;� - I 1 ; ? 1 # r I t I j ,! ! i 1 I i _1 r r� I 1 ,� �! ! f i ! F 1 t i _- I t f t Q? -.--.- J_ __ 1 i: I i 1, i; y I I 1 ! fi h i 1 l i 1 # 1 I 1 3 ..� ._ _. I % {l -ter 15 5 -""'`- i i �� ..�, I i, �,, __.._ I I I ! I I i i ��___ I I i 1 I I !_ I %, _ 1 - -•11 " . :_:."'''''_- _______�� '�'� �' ..' �' -` ,. j` �r__ � ��,._- -- t �`i i "� I `-�T �?`_ `� ��__.�._T `T_` _r _'_ I `_.." � j `T"_' 2 1011 I �� / \ � ' 6 / I i -I �- . / f t ACC SS BASEMEN � ___ t / , 4 � I •788 Ac.± I !� r' 1. t ; _ r '� if � - ---- -- �. ._ ---t-�- -• --- i --�- - - -�---_ i - t ---_ -- ry- -_-•�---- -t----_ I ..... .... . �._._... ? ti p°- 0.;i:- ; .... i _- __t -t- `�."' i , ._." 1 _..�._.. i .w. _. -__ __. �! __ i i" `_t'_ "". r' [ .._..�' _t_._� , ', �1 • ' I. /' ! 7 �,p i I I ! i I I I I I I I I i j�'; I I I # I i 1 I t t I F I [ i I ' t - # 4 / T i I i i i I I ! I ' I I , I i �" [ I [ 1 I I 1 i I [ I 1 1 ! I 0 d , 1 N ! t t ti I C) ..._ --- -- I i I I I I I , I I 1 1 1 1 I I I 1 1 # 1 1 t I , 1 i i a i l [ ; :�� _, _, : o. I _ �` I f s i I I I I i I I I: s t t ti f `° 1 I I Ir 1.__i__ l _.{ 'f ti- }__ -i___I _..l # I 1 __. 1 #.,_l�I ,w I I� i I -I� I i :;' 1 ,�._ .� �.. -}- -._._ -i_ _._ .�..._ -A ---- -- r- -_ 4..__ ....,t._- _I_ -- .....1 F_ _ � � ,.1 _ _ .i _- - � �- -� _i•� t._ , � � ;, ; r -i - r - � i � . r. .� - r. _ c _._.1_ � � - I._._.. _. _t ... �_ _,I...._ _... 4 , . .. ! -- -- 1 I i i I~ l I [ # 1 ! [ t i i I I 1 1 i ! I I i t? I I I I I I ! f / I I l I �-.-�\ - 1 l i l i I i ! I 1 R I I I i i l I ; Ai ; I I i i 1 I I I fi 4 i! l ! I IIi I i ! 1 i # i I i t ! # 1 �. 1-1 - 135.89 i I I i I 1 I i i I I I I 1 I 1 1 1 ,, 1 I I i i I t [ � �, �' t n # ii Q _______ - I I I I I I I I i I ! # i I s I I :f I i ! # I I I i s ! i + I 1 I 1 I i�' i N 7 \%..-- ... +.... -- 6� v --- .,_ ,.,. ..- - - I # i { i , I t 1 i �,., ! I 1 3 1 , t ...u,:`/ 1 ( I I I I I l I t ,� t i I I 1 1 I. ... . .I___ - � M � . . . ., . - .1 . .. - - . . I . . . �p ___ . , . I ... ----% ` ,�w+•,.a.n.r... ycv .mot , , �'� ° �` ; i { ,ip;iY:"azr,�`.\ , �s , 1. - � ! I ? i I ! /; �' 1 i t i i I I I I I I i i I 1 �" °�, I I I I [ "D t j '' % I I I I I I I I� i I I I I I I I � -•� ,i # I I I I + I I � f t I # 1 t 0 [ ( J l Ile .._ - I CC) & i I I I I i I I I I I I I l tom--•► ,i i I I i i I I I I I I I I fl, I I `' / ". �' 1 `� t i 1 i I 1 I I i I I I I I;,, i� I 1 I i I I I I i ( I # 1 {�_ =' . ' �� En I { © I I i t 1, 1 [ 1 t ` ..� �.`- 1 I I ;I ! 1 I ( i I { i 1 i a l i 1 I i �,; ___l 1_ fi ,� s it I i I I I NI ! I I i ! t i _\ ... , - ..� . _.._. i _ _ _ ._ _ _. t-- -� -1 - _-¢ _ t - - at_ _I_. - r-I _ 4-- � -1- -1 - , _� _,--_ rw � _i - _ I-- , •�` ,I.. I 3 1 I I I i I I I i I i I l► I 1 1 # I t 1 I I i ! i I I i # s I [ 1 ; i 1 I I I I I i i I i # I 1 I I I I l �. I I I I I 1 I I I 4 ? I { t i 1 �11 1t , ' I / I I i i i ! I i I i ;t I 1 I i i # i I # ;, 4 t�, 1 I 1 I I ,r? t 1 I N l �� 2 . - I I I i I I I ; l I I 1 I I 1 I I I -r I i 4 i i i i I � 'i i I I i i I 1 �' I , % ' 1 q. I t f i I i 1 I I i \ u i I F I I 4 i 1 3 ��`'' :' f { l I i I 1 i 1 �' ,� 1 cb 1� ---N\ < �,;,1 I 4 ! I # I 4 �••:,[.,.� 1 1 [� ter.:. � `�1 c1, 1 N • .11 / '% '"' N " ..� .� , .. . - I 1. Ul { � t Z ' ,, t ft 1 I rn I \ . .1 1:.:� .,.-'�, .. -` I I Criss. z.t :� i , . �z-4 1 I ! I i ! 1 1 - ,t::.�.� �, ;,k� I t I i I I 1 ;; -, I I I I # i [ i i � I f; _ f 1. `J= lr " >> I I {? i ! I i # i "� I ! I 1 i I I I i l i 6- 1 I l I ! I i #;I i I I l # l [ 1 I I '\� 1 .\ � . I i I + i -T� t i ri 1 tt ? I i :.-� 1 I l I I 1 .� ,r/�� ` y t l i ! , I Ii , i 1 1 I I I I 1 , i l , ( f i I I I t g /-. I t I # ! + I • 11 i i I I I I i I i i i ! I I S h i I 11 i I 1 I _.--I i � , \ / 1 i I ! t 1 s i t I i I ; ;, ;�- i l' `� i i 4 i I fi i i t I I I �� I ! # I I 't 1 I I i I I I `s i I I I ;; I 1 i i 1 1 i i ,- -- -'� \ \ ' . _. _� �... _. I _ __ ,i ._. +_ __. �'' _• -I- __.. -�--- --_ '4.•. r._ _-.I -... 1_..w _� _....._.I. _- .I_ ._ _ _._ _,__ t - _.I_ _.- �_1 '. R _ ._._ ,� ._ __r -- I__ ___- .�- -._ .� _.__ _,. i . � J __-4---4--+-- �_. _ I_ , I . I . _, .._ �_ I �C. � �=- --- V Ii 1 . i I i i I i i I I I I l I I i I i I '� � I I I I I i I 1 I / I I N i I fi i l! I ;• } •1 �; , ._� �� i # I i I 1 i I l I I I I I I I i I I I i I I i I ' I 1 I I I I i I% I ,`. I I �`', _ _._- ..-- -_ - 1 1 I 1 I, 1 i t ; _ t r. I 2 _ r- -_-- -- ".�- °---� <.1 j i i i 1 i t i 1 i I I t i I I I 1 i I I t, I i , i 1 / (( i 1 1 3 i f I 1 1 _ t -� i I ! ! I i l i? { ! i # I I i I i # l I "``�' �► # # I 1 I i i t l ! 1 I r I .� 1 ! I T 1` %'' { ". >/ _ -__ >' _ 1 ( I 1 k ,� ► fi _ i I ! I i I .' t( 1 i # i I _ `�:..., / ti_ [ I I I I 1 ... ' I I 1 I t I # I F ti ..�, ,._r ,.:,- [ [ F , I 1: ... .., 1. �_ VI - 1. -.�- / �j _ max.. _ -!' �. / ` ._._ %. 11 . I I 50' WA "R LINE EASEMENT -- D.R. 2 PAGE 328 & 30' TELE. LINE D\SEMENT -- D.R. 270 PAGE 181 & ♦ --_- ____ 1 , S 00` 10'0 " t �! f �: .� 869 _.�,,\ �/ _._ _-- I a�' ._. ,.�,...,�..,� j(N� �/jJ ��(��{ D.R. 279 PAGE 396 :' o,, .. . 1. I 10.00 .,mss {` - N 1 - 1 1 a , % __ 1 t , ,,-l•.�- cv:u -k- `; 1 �.•�-� ^.�c� i S "` = �..' '.� .. I I # i ! 1 1 i 1 : I i I I i I # s j I 4 �.\ .15 `33 -8 I I I I i I I i I I f � i I � 4 i i. I i I ? # i i i ! { I I i I I i I # I I ! ,� ,1. t . i I 1 f {'. I' I ! l I I I I I . I. '4 i '. 4 > 1 1 /' • F S `\ \. ' .. O ` t + u 1 ! l l i : ! i I I t { 1 . ( I I I i I '' ! ! S 1 I i ( / I ` \. 1 I �� i I ! s 1 i t 1 I t I" I I 1 I I i ? I ?I I Ir��� I # i I I I I I i I t � I E 1 ! i }}' I I i t ! I # i I t 1 2 -- . ''� • vtuat7w .:ivr�.xi.c..l:�e.r:.:.s+r�: r:rte� . �• �r.;..:.+ xwa :u:...wa...e.:+•:..tra:_:�x�s. :a.�.�.�r�ycr:u �.::.ar:..n:1L*.�7usLS�: aan�t `:,t• Za:.�s:re..:� else +....zr_3.:rw.sx.t+,ts� -.mta �.ars•rrssx�a-:s+sar: x:.::arr.:c•.:r.,uac �.�r as.rraa 1 Ix•r.�ar.;.xwi.�- :.:tr= •r._.n::.?xrea+: a+.,4.�s.a:s�r...x.-.:�) f� -- �.s.�:a�.7.rxr..::.:�.': �•:x::tu�.<-.: ' � � s ttf�► wr �� -$ - avc- ar�ar�s- .cif_.�.wa- omr•.cr.�r.+a• � , ... Lt _.. - ' - - ---- . • ' ... . -_.... _ _.. - _. /�_ 1 1 �Si• ! .- - _ .�,�- ? i i�- _ loll c Id --1- - �- 3 7 ..N �" 4 �, _ ' _ _ -- _ . -. -... - - -• - _ . -I _- ._ .._. . /rI/ t - .• /iYf�� ��� - _ - _w.__r ► �.__Vw- __._wrr -_� - - .•rr.w ..w_w._...�._.__._.. ..- .n+_ rw•.w, +.._^_ '..'._ b/'V�! .�•l �• \ l' , , , ` • / r _. ., _ .. _. .., _ -. ._ , _ _ �'• , .r �+ M-._ wsr __+n_wrr- w.r.✓'__MWf,•• ✓rr••�' • . - _. r : .w n1/- 17•��' Y.�^ � 0 ! ._ ..._ -,. - 1. - •_ . .,. ,. _ \- R.. . -.._ .__ .__ .. - - _. _.. .._._ ... .. .. t- _.. ._ . _ . _ _ _ _. _ _ ._ _ _ IIIII _ _ c`y _ _ _. 1 1 ._...,-_ L ti 1 - 0 _ _... .. v . - t . _ - .. _ ... -.• _ .. . ._ ._ . . 1" . . -,-.. - _ . _ _ i , -♦ , -. _.. - aw �s.>a �cz _ar_ Coln >.�a �Ia r+ tt+•s v [,a a� ss ota �a vt to t•s ae ara trot sci .ea w +� t>� wr _ t! I x% �rwac mew 'rva vac �s -ca vx tisc sat sa, Ya sac r3 sac zr► wa ocs rrnc au► s ,-s air +.t'm► �..' - -.W-. gas as,[. oar c¢s c . .. -..... .�.. - - •vr wcr+.t.- r>��raa aravmn •a�- •+.►mow m v[M �� „_ - •.••: -._• _ _a _ _ •� _•• �.• . _ - . ._. a~ r_ I ___ -} POINT OF BEGINNING I i r' sY • �. .� 4 DRAINAGE EASEMENT 2 ,,, �� • _ •• ....j_.• i� -w. Jam. \ �_ . . y.� : . . . _ _ - , 1 a . t �> .� t 1 . _,. �n ... . .._. _ -. 1. 1. I : _ ..._. _.. .. _ _ . -. _..- _... . _:.....- -_. .. . .. ... .. .... .... __. ,...... •. ,... - - _ ,. , . - . . .. _• , •. , _ .,. A , .. 1. 1 _ - _ r ...., ........ - . _ a..: a :5:.• _. _. _... . �.;_. -' r- 1 _._ . .. . ,.... -, ..... :. . -; , _ O G J' ♦ ^ :. t ! - - ♦ _- .- _. a_ _. . -_ , 1 -. _ .. - _ .... _� _ - -rn c;J _.... - - . _ _ ,f _ i �` O , r =.. =� C7 ... ' ` ... r *,/ . _ - _'�__•7I • '�•� i�� -t.J'� ! ., 2 i -,.K i < °� 1� ! .J, -a -a: ('�('� r - -- •' - ... r•ii . ,r 1 t ice"` : • '� IIIII, L ,- 1 t ,. , i.'''...� vt :•.�, ,r, _..-v L it. .J -!' off••- •))�••��11y ! 1 -. ' -� ' -- i � ...... _.,..,__ -.._, - _ ! .. :._ 4.. r' - s.. ' ., . -1 -. I ... . i , I ,:, . . ...... I --- ---r -- •'- '- '- •�-- r --•- -• SANITARY SEWER & MANHOLE 0 POWER POLE c:3-- ----91�_ STORM SEWER; END SECTION, INLET & M.H. E - -_ GUY WIRE - - PROPERTY LiNE 2f TELEPHONE RiSER EXISTING ASPHALT ,L A UTILITY RISER; ELEC. & CTV .___._..___ _.__.__.___ __.- .__.____ _.- .__._w____.. CONTOURS E.T [] ELECTRIC TRANSFORMER G G G GAS LINE , \- STREET LIGHT { W -W WV WATER LINE A LIGHT POLE E -- E ELECTRIC LINE (AERIAL) � FLOOD LIGHT -- T T T TELEPHONE LINE AERIAL TRAFFIC SIGNAL ---- CTV C T/ CABLE T EL EVI SION AERIAL FIRE HYDRANT --BTC BTC BURIED TELE. CABLE VALVE, GAS &WATER BBC--- BEC ----- BURIED ELEC. CABLE __" STREET SIGN �-�--- -�- x X FENCE LINE (FNC) 0 ELECTRIC MANHOLE ----- BCTV --- ---- BCTV ---- BURIED CABLE TV a) TELEPHONE MANHOLE ---- ----- - i ~--- GUARDRAIL 'Q SEWER CLEANOUT D. DEED DIMENSION WATER METER M. MEASURED DIMENSION TWO GAS METER P. PLAT DIMENSION 'O ELECTRIC METER R. RADIUS PIPELINE MARKER POST L. ARC LENGTH a PIPELI NE PATROL PLANE MARKER • . _. FOUND PIPELINE CASING VENT 9 PIPELINE TEST STATION 0 DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.i. CRIPE FiRM NO. 0055" UNLESS OTHERWISE NOTED. 0 MAILBOX 0 SPRINKLER HEAD SPOT GRADE TIC TOP OF CASTING ELEVATION IE INVERT ELEVATION GENERAL DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WiTH THE "LAWNS AND GRASSES" SECTION OF THE PROJECT MANUAL. TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. 10. EXISTING WATER LINES SHALL NOT BE ABANDONED OR DEMOLISHED UNTIL PROPOSED WATER MAINS HAVE BEEN INSTALLED TO A POINT SUCH THAT ONLY MINIMAL DISRUPTION IN WATER SERVICE TO THE EXISTING OCCUPIED BUILDINGS WiLL OCCUR. 11. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. PROPOSED DEMOLITION LEGEND . ~' . TP TREE PRESERVATION - . . .I ._...-*1. , , I ,�,:.� I" . .` > EXISTING TO m o © ® o ® o m ® o w= CONSTRUCTION LIMITS LI :_ .-.- :. ., ... I - .�. , ..: '%- �, %, -- .. , - " CONSTRUCTION FENCE DEMOLITION KEY NOTES O1 SAWCUT AND REMOVE EXISTING CURB. O2 SALVAGE AND RELOCATE EXISTING TREES (BY OTHERS). O3 REMOVE AND RELOCATE EXISTING LIGHT POLES (COORDINATE WITH OWNERS). O4 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. O5 REMOVE CURB INLET STRUCTURE. EXISTING 15° RCP TO BE CAPPED AT ENDS AND FILLED WITH FLOWABIF FILL. O6 SAWCUT AND REMOVE CONCRETE SIDEWALK "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAU11ON 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) MD ARE SPECULA - M[E M 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 UTIUTIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1.1 C O III UNN N 4 0 0 N C 0 . � >. •N w :E w W w Z_ O W z o ;5- Q z Z O O O w Lu Z Z) Z Z W W a•- Q Z > of Wwgw Cn I.- ` i1 C111) be = _J 0 i:) Z 0jzz„ : QUg:�c5O ©a0000 or11-1 Iq %0 Q Q � 6 0 z � C) Q .- •- C0 L_ .1 U _ 7. Q (1) Q�U_ ,Q. U N a- %0 •O �QN� N Q � w Q zr- M � i 0) C rM "En 9 r. W . i 0 0 * Q�� 0) ri r 4J ti is . s L a o C/3 k��;, o - 11-- r1r) . Q 0 M E---, I-- M W -� :D W U) Q 0 Q�) -, Q W L.1..1 M or--- �z Co C � 7- _J M 2E Q LLI 0 � �ry ~I-- Cr. � Q ' E---, L.� 0 C] Q CL ::>: = 0 T -- O = c4> C �3 = z 2.7 t�... _- p � � .J � (n "' o :D O X M UJ RTIFIED B /` �-' - F -, 0` i3 A. ```� 1 �* * Qr Q i• r � : • � O ' PE 10000126 • _ _ r r O _ 't3 � r _ ' t� STATE OF � O • • % _ -z ice` % / 0 , "/////" q16 i 4 A L . Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1' = 417 Sheet Date 07 -31 -07 Project Number - - 099399 -20200 0 a t R197.5' .alt 2 R202.5' 11 1 Ilion 16 3. �• ODI (A W 11 5 1 Ni 7 -p SITE PLAN LEGEND BOUNDARY LINE °-- BUILDING SETBACK LINE EASEMENT LINE RIGHT —OF —WAY CENTERLINE — FENCE GUARD RAIL --�— —F CONSTRUCTION LIMITS �■— ---� ..... ..... LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ' ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. SITE PLAN NOTES, 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD : SURVEYS AND PLATS FOR EXACT INFORMATION. 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 5. ALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB OR INTEGRAL CURB AND WALK AS SHOWN. 6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 7. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. 8. SEE SHEETS C202 FOR SITE PLAN DETAILS. 9. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. SITE PLAN KEY NOTES "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULAI]VE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a U 0 0 co C 0 •� O W W z 0 z W z o UJ 0 c� w a. z Z L U 2 z :� � � �n uJ�a.N w =Joo Z 0 zz�„� Q 0 ©© ©O 00 o °` 04 in Q Q co -� Oziz� - 0 �Q.1—•9 0 M U Q z X < C-6 LL. Q 0 U CL � •_ �L Q� 0 .-- Z CN Q CO w z L C �- ♦r r W 0 4� .r t L Q CO O o �- L U LI M E---i I— LU V) CC o O I- CL w CL �J z _J M Q LJ W S2 oOr-- 1„-- Cr ckf Q C , w0 T �r O � z 0 � � J � O M r-- CERTIFIED BY: �°.• is TZ •. Fo e PE 10000126 : o � 06, STATE OF `L Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: I' = 40' 201 Sheet Date 07 -31-07 Project Number 099399 -20200 �1 CHAIRBACK CURB AND GUTTER (SEE DETAIL PV -1) O2 REVERSE SLOPE CHAIRBACK CURB (SEE DETAIL PV -2) OCONCRETE MEDIAN (SEE DETAIL PV -29) O4 ACCESSIBLE PARKING SPACE (SEE DETAIL PV -12A) O5 ACCESSIBLE SIDEWALK RAMP (SEE DETAIL PV -13C) 6< > LIGHT DUTY PAVEMENT (SEE DETAIL PV -36) OHEAVY DUTY PAVEMENT (SEE DETAIL PV -36) O8 SOLID WHITE PAVEMENT STRIPING ONES (SEE DETAIL TR -4A) O9 PROPOSED CROSSWALK (SEE DETAIL TR -4A) 10 ACCESSIBLE PARKING SPACES (SEE DETAIL PV -12C) 11 CONCRETE STRAIGHT CURB (SEE DETAIL PV -17) <9> CONSTRUCT PROPOSED CONCRETE SIDEWALK TO EXISTING SIDEWALK ON ADJACENT PROPERTY <3> CONCRETE SIDEWALK (SEE DETAIL PV -25) 14 CONCRETE PARKING BUMPER (SEE DETAIL PV -20) 15 ACCESSIBLE PARKING SIGN (SEE DETAIL MI -30) 16 MULTI —USE ASPHALT PATH (SEE DETAIL PV -42) "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULAI]VE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 a U 0 0 co C 0 •� O W W z 0 z W z o UJ 0 c� w a. z Z L U 2 z :� � � �n uJ�a.N w =Joo Z 0 zz�„� Q 0 ©© ©O 00 o °` 04 in Q Q co -� Oziz� - 0 �Q.1—•9 0 M U Q z X < C-6 LL. Q 0 U CL � •_ �L Q� 0 .-- Z CN Q CO w z L C �- ♦r r W 0 4� .r t L Q CO O o �- L U LI M E---i I— LU V) CC o O I- CL w CL �J z _J M Q LJ W S2 oOr-- 1„-- Cr ckf Q C , w0 T �r O � z 0 � � J � O M r-- CERTIFIED BY: �°.• is TZ •. Fo e PE 10000126 : o � 06, STATE OF `L Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: I' = 40' 201 Sheet Date 07 -31-07 Project Number 099399 -20200 ACCESSIBLE SIGN MI -30 ACCESSIBLE PARKING SPACE PV-12A NO SCALE ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL MI -30. ACCESSIBLE SIGN MI -30 4" WIDE BLUE PAINT STRIPES (TYP.) INTERNATIONAL SYMBOL OF ACCESSIBILITY, BLUE /X, l 108" min. 1 108" min. 108" min. NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE r v acv NO SCALE (2 STALLS) 7' -n' 1" BEVELLED EDGE #5 REBAR 1' -6" LONG W/ 3/4' HOLE CAST 'ARKING BARRIERS /4" nut upzl CONCRETE PARKING BUMPER PV-20 NO SCALE 4" OF 4000 P.S.I. CONCRETE WALK WITH 6X6 10/10 WIRE MESH AT CL SLAB, PROVIDE SCORED JOINTS 5' O.C. WITH 1/2' BITUMINOUS EXPANSION JOINTS EVERY 25', BROOM FINISH CONCRETE AND PLACE ON 4" OF 93% MODIFIED COMPACTED GRANULAR SUB –BASE. EXPANSION JOINTS SHALL BE FILLED WITH SEALANT.--\ / 5' -0" ti /. /. COMPACTED GRANULAR SUB –BASE (4" MIN.) CONCRETE WALK 11311-25 NO SCALE WITH REINFORCEMENT 01 n., MULTI -USE ASPHALT PATH (PV-42 NO SCALE VARIES SEE SITE PLAN CU CU CU PAVEMENT MARKING —STOP BAR 4' -6' 4'MIN. 8' MAX 4' -6' DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING v SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. PAIN I LD ISLANDS 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS TR -4A i NO SCALE V WHITE STRIPE PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS TRAFFIC STRIPING 0 Y.. 4" CONCRETE COMPACTED SUBGRADE - FACE OF CURB CURB GUTTER TO MATCH EXISTING WHERE GUTTER IS NEEDED DETECTABLE WARNING SURFACE PER ANSI A117.1 EDGE OF PVMT FACE OF CURB 6" ASPHALT SECTION A -A NOTE: WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO AVOID PUDDLING or ACCESSIBLE RAMP DETAIL "') NO SCALE (SIDEWALK INTERSECTS STRAIGHT CURB) HMA SURFACE 9.5 mm (1" #11 H.A.C. SURFACE) HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (3" #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 6" COMPACTED #53 STONE � LIGHT DUTY SECTION HMA SURFACE 9.5 mm (1" #11 H.A.C. SURFACE) HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (4" #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 9" COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV-36A NO SCALE PLAN NOTE: PLACE TOOLED CONTRACTION JOINT 0 5' -0" O.C. W /6X6 1OX10 WIRE MESH VARIES SEE PLAN ASPHALT PVMT. 4" CONCRETE SLOPE 1 /4 " /FT. T.C. ELEV. } COMPACTED #4 REBAR GRANULAR BACKFILL TIC = TOP OF CURB ELEVATION 6" 6 SECTION A -A P�_2S� CONCRETE MEDIAN DETAIL NO SCALE CHAIRBACK CURB and GUTTER NO SCALE REVERSE SLOPE CHAIRBACK CURB and GUTTER PV-2 NO SCALE DCAM (TYPE III ) TIC ELEV. 1 "r 6" 4" TOPSOIL I PVMT. 6 =r' ij � '' /j,; ; / �� jam• ��tl f ! -� 00 - j //i COMPACTED 4I j SOIL /f-- I TC =TOP OF CURB ELEVATION CONCRETE STRAIGHT CURB PV-17 NO SCALE 12' ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL i NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. II WHITE ANSI 4.28.5 FINISH AND CONTRAST REFLECTIVE THE CHARACTERS, SYMBOLS AND BACKGROUND FACE ACCESSIBLE OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER MATERIAL PARKING c° NON –GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH 80 — EITHER LIGHT CHARACTERS ON A DARK BACKGROUND Alum. A CCVAN I OR DARK CHARACTERS ON A LIGHT BACKGROUND. — — J SPACES COMPLYING WITH 4.1.2(5)(b) SHALL" HAVE AN MOUNTED BELOWN THE SISYMBOLNOF ACCESSIBILITY. * �i CHANNEL POST (2 # /Ft.) 8' -10" LO NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. * POST TO BE FINISHED GRADE PRE – PAINTED GALVANIZED STEEL SLOPED 4 4 %' 777 /7/ i 77 Cif) 1 -T I 7177 CONCRETE, r� co BELOW SURFACE MOUNT � ACCESSIBLE PARKING SIGN DETAIL MI -30 NO SCALE W c 0 •c U 0 24 • . 24' ' 3' TOP 6 SOIL . 3 TOP SOIL 2 .RADIUS .. .1'R v 2 .RADIO$ . Q .� a .y •� slope 1/4 /FT. ;. SLOPE 1/4 /FT . W W ,z 0 _^ z W z z 0 0 Q Q 1-' z 000 W LLJ z W N Z W EL U Z C ad h FW_- a h ce LU 0 z z to > ¢ 0 • • • • • • cc) c) 01'. L �} %0 ao • ' CLASS.'A' N � M U Z = Q QC/) LL_ GL y_ / 'A' ' 0Q4 '.0.0 M Z t. • ' '" r e COMPACTED �.:++` 'T` ' CONCRETE ,. •, : N r. a�+ s U SACKFILL BACKFU LU w , :D CJ) J � O w < CL QL W Z Z Qw USE DIMENSIONS FOR LOCAL. ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS �� J C Q E-1 LLLW U W Q- �_ r 0 # F- ct� c� COMBINED CURB AND GUTTER:. TYPE N - : � NO .SCALE' J � O O M M CERTIFIED NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE 4Q STleq !� ALL KIXiK ASSOCIATED NTH THE INSTALLATION OF THIS :CURBING c-- STATE OF SHALL CONFORM TO THE LASTEST REVISION .OF PE CITY OF .CARMEI..'. Drawn By: CDW Checked By: CONCRETE CURB.POLICY. Quality Assurance: DAL Scale: 0 Scale: 1' = NA' Sheet C202 Date D Project Number 099399 -20200 I> C) o REVERSE SLOPE CHAIRBACK CURB and GUTTER PV-2 NO SCALE DCAM (TYPE III ) TIC ELEV. 1 "r 6" 4" TOPSOIL I PVMT. 6 =r' ij � '' /j,; ; / �� jam• ��tl f ! -� 00 - j //i COMPACTED 4I j SOIL /f-- I TC =TOP OF CURB ELEVATION CONCRETE STRAIGHT CURB PV-17 NO SCALE 12' ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL i NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. II WHITE ANSI 4.28.5 FINISH AND CONTRAST REFLECTIVE THE CHARACTERS, SYMBOLS AND BACKGROUND FACE ACCESSIBLE OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER MATERIAL PARKING c° NON –GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH 80 — EITHER LIGHT CHARACTERS ON A DARK BACKGROUND Alum. A CCVAN I OR DARK CHARACTERS ON A LIGHT BACKGROUND. — — J SPACES COMPLYING WITH 4.1.2(5)(b) SHALL" HAVE AN MOUNTED BELOWN THE SISYMBOLNOF ACCESSIBILITY. * �i CHANNEL POST (2 # /Ft.) 8' -10" LO NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. * POST TO BE FINISHED GRADE PRE – PAINTED GALVANIZED STEEL SLOPED 4 4 %' 777 /7/ i 77 Cif) 1 -T I 7177 CONCRETE, r� co BELOW SURFACE MOUNT � ACCESSIBLE PARKING SIGN DETAIL MI -30 NO SCALE W c 0 •c U 0 a .y •� O W W ,z 0 _^ z W z z 0 0 Q Q 1-' z 000 W LLJ z W N Z W EL U Z C ad h FW_- a h ce LU 0 z z to > ¢ 0 • • • • • • cc) c) 01'. L �} %0 Q Q O z ,- 0 Q r— .Q)- � M U Z = Q QC/) LL_ GL 0Q4 '.0.0 r�QCC)w Z M v r AL, W W © ® V1 a�+ s U Q O LU w LLJ :D CJ) J � O w < CL QL W Z Z Qw Q �� J C Q E-1 LLLW U W Q- �_ r 0 # F- ct� O z � Ile) J � O O M CERTIFIED 4Q STleq • • 0 : PE 10000126 c-- STATE OF Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1' = NA' Sheet C202 Date 07-31-07 Project Number 099399 -20200 8 71 -72 L9 --------------- -------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 870 869 ._. .... -._. .._..� ......... ........ ..,... -.. ..._...,. ....r... _�... - ........ �..-. .w�,�,.� '""'- .•••_... 8 6 0 - 8 6 7 d V_ 86,9 8 6 8 00 \t J4 16 S 4'A .•' .� """"u""t'°.�.w+ "'rn".. t,� +��` � �j, tl ..•.°ra"'V`4,M:ri'.�ia.A'.a'PC ''+.�'+r,� -. �.7 "woo- 701 ...... tj`0 r.""...... woos* 0 0 0 . . .......... 0 ...................................... ...... .... ... _6- i mtz 869.73 0 TC 869.1341 G 86 -[869.76 -1 G 69.1'3 Ob G 869.50 IGI 869.62 G 869.68 G 869.70 GI 869.!60 IGI 869.60 G 86 FG 86 08 6 5 _71 G 869.55 1 G 869. G 869. 5 G 870.2 G 70.6 51,.. 4869.9 I 18KV Clli I ;'% _-.1 - 869.58 t G 8 9.7 869.42 I t 869.081 X 869.18 Y �6 .36 9.32 r 869.68 L(' 1869.23 8 'g:E 9.3)] IGI 69. 0 9.25 G 869.3M G - 9-. 16 3 G 869.211 -1 101869.56 G 707 G 869.11 1869.51 869.7 V1 9.16 G 8 [T 869.03 CP 11 IGI 869.46 CP 86 .84 G EG G 86 .66 WE 3 9.2 G 869.56 869.2N G 8f - - ---------------------------- IGI 8%51 TC .25 G 869.62 708 G [01869.26 IGI 869.441 186-9,570 1 TC F 869.25 ............ e-Z B U I L D 1 1\1 G IC S -f 0 F- F C i R F.F.E. 817C) .5 0 N f G 869.29 711 Fr,T869.20 r Jr.FJqAq An I--, Af rA 0 J TC 8 .93 868.93 1869. r. a 1 L 1-868.681 T _. 1 .\\\ - .' "' H i i k i i .1.. 1 L2 1 1 1 871.36 1 1 poi, r 4- .1y I I I I I I f I I I I I I i 1 1 871.80v G 872.23 X_ Jul U + + 7 G L.8 5 G 8 J ' M.E. f G 871.621' It G1 869.4 IGI 872. C= M.E. ...� .mot. .� Jr K 80 v G 871 NJ G CS -1 4 870.8 82 '1872.411 Nv� co GI'8711. Itu" IGI 871. At G 871.5 G 872.21 L 137-1 705 AGI 871.801 CN ITC 1869.001 1 cuzy." + + + + 00 G 871.65 � � i t S I t' ,� # I I t s i # i I # i •,• i # -t I i 1 t ! f # t i : i ! 1 _� G V �`'`_''� �, } n r S 4 ft 869.2? 871. G G 72. G 872.72 G 87 �°�, � I i ) I ''� + ' � I �� �� �t j�; ��'a � � � t � � �' 1 I f ! ? f 1 ! ! i �"� � I i t ? i i ! I f I i I ��"� 4ZI� R It 7 G* 87� G872.7 010 G1 872.35 L - ----- L . - i ;872.8 4-- I it 1869.81 1 7 _:;7 100 FGT871.9al- M. . M.E. 8 0.06 + ME ENNOMn X�!N # I Uca 1;14�� i6t5. "�z w�m MINIMUM IGI 872.18 M. E. ILL— LzLit��;� "I'-, �14- 0 no �-- -...- _4 711 -4 + r" =34i'aw. %'It% %C- U= -WIS- - --- - - - - - - - - - - - - - =x Urn B72.891 wx-� •'j�� -'P =f.'z= rt: ITC I - - - - - -- - - --- - - - - - - Ms: - - - - - - - -- 2.19[G1 872.§4 J B-71 M.E. 7- Ll Tti X 7 CONCRETE SIDE.VIALK 869 ka -!'E SIDE- -ALTH C A.", triE"; COINCRE L 863 A4 ra L; Q Z5 I ra DEVEZILMOOP MENIT 46.".*0'0,1V',rWAY LLC GRADING PLAN LEGEND PROPOSED CONST"TION PROPOSED PAVEMENT SPOT GRADE vF PROPOSED GROUND SPOT GRADE MATCH EXISTING GRADE LLJ PROPOSED GUTTER GRADE X�= PROPOSED TOP OF CURB GRADE 0 800. PROPOSED GUTTER GRADE ow 799. PROPOSED TOP OF CASTING TC 800. PROPOSED INVERT ELEVATION IIE 1800.0 Q IMEAMB U) CD QW o� W < CL F_ K4 clo-01 0 _. 1 .\\\ - .' "' H i i k i i .1.. 1 L2 1 1 1 871.36 1 1 poi, r 4- .1y I I I I I I f I I I I I I i 1 1 871.80v G 872.23 X_ Jul U + + 7 G L.8 5 G 8 J ' M.E. f G 871.621' It G1 869.4 IGI 872. C= M.E. ...� .mot. .� Jr K 80 v G 871 NJ G CS -1 4 870.8 82 '1872.411 Nv� co GI'8711. Itu" IGI 871. At G 871.5 G 872.21 L 137-1 705 AGI 871.801 CN ITC 1869.001 1 cuzy." + + + + 00 G 871.65 � � i t S I t' ,� # I I t s i # i I # i •,• i # -t I i 1 t ! f # t i : i ! 1 _� G V �`'`_''� �, } n r S 4 ft 869.2? 871. G G 72. G 872.72 G 87 �°�, � I i ) I ''� + ' � I �� �� �t j�; ��'a � � � t � � �' 1 I f ! ? f 1 ! ! i �"� � I i t ? i i ! I f I i I ��"� 4ZI� R It 7 G* 87� G872.7 010 G1 872.35 L - ----- L . - i ;872.8 4-- I it 1869.81 1 7 _:;7 100 FGT871.9al- M. . M.E. 8 0.06 + ME ENNOMn X�!N # I Uca 1;14�� i6t5. "�z w�m MINIMUM IGI 872.18 M. E. ILL— LzLit��;� "I'-, �14- 0 no �-- -...- _4 711 -4 + r" =34i'aw. %'It% %C- U= -WIS- - --- - - - - - - - - - - - - - =x Urn B72.891 wx-� •'j�� -'P =f.'z= rt: ITC I - - - - - -- - - --- - - - - - - Ms: - - - - - - - -- 2.19[G1 872.§4 J B-71 M.E. 7- Ll Tti X 7 CONCRETE SIDE.VIALK 869 ka -!'E SIDE- -ALTH C A.", triE"; COINCRE L 863 A4 ra L; Q Z5 I ra DEVEZILMOOP MENIT 46.".*0'0,1V',rWAY LLC GRADING PLAN LEGEND PROPOSED CONST"TION PROPOSED PAVEMENT SPOT GRADE vF PROPOSED GROUND SPOT GRADE MATCH EXISTING GRADE LLJ PROPOSED GUTTER GRADE X�= PROPOSED TOP OF CURB GRADE 0 800. PROPOSED GUTTER GRADE ow 799. PROPOSED TOP OF CASTING TC 800. PROPOSED INVERT ELEVATION IIE 1800.0 Q PROPOSED 1 Ft. CONTOUR PROPOSED INDEX CONTOUR PROPOSED SWALE PROPOSED SWALE WITH SSD (SUB-SURFACE DRAIN) PROPOSED DRAINAGE FLOW ARROW (DIRECTION) PROPOSED DRAINAGE FLOW ARROW WITH GRADE HIGH POINT LOW POINT 01 0 O0 1.0 0 0 0 % 0 0.50% 1.00% H.P. L.P. GRADING NOTES, 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF SIX (6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 4. PAVEMENT AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR PAVEMENT AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 5. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 6. TOP OF CASTING (TC) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTUE, WHEN A STRUCTURE IS NOT A CURB IfflIff. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 8. THIS SITE IS NOT IMPACTED BY ANY FLOODPLAIN OR FLOODWAY RESTRICTIONS. SEE SHEET C100 FOR FEMA FLOOD INSURANCE RATE MAP. "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ITS THE LAW 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. C 0 U13 W O F:- �2e- z 0 z LLJ z z 0 0 0 0 LU Lu a- z W W v) 2 (L D z U.J z > of a. LLJ z 0 5: z z cn Z5 0 000000 CC) C) LO C.4 so < < 00 0 z < C0 < Z x @ X < < v) LL 0 (L CN < z < CC) LLJ (y) C a I v vF LLJ v W 0 + 0 ow LLJ 4-0 �I n u �v Q z o0 LLJ LLJ i- LLJ C/) 0 ow LLJ ry o U) CD QW o� W < CL F_ clo-01 0 z �z o r4-) rn CD CERTIFIED B A* o 4Q PE 10000128 STATE 0 F ,�� 0 •. A : _�, z U Drawn Ely: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1 40' Sheet C301 Date 07-31-07 Project number 099399-20200 LEGEND PROPOSED EROSION CONTROL SYMBOL/ DETAIL DESCRIPTION -_ - - w __ - __ _____ -_-w_ __ -. . -- _._.__.- .,____.- _ ._- ----- --'-- -_•____-______ _ �______ -M HATCH /LI N ETYP E NO. -�- . . I ij:,-, ". -, -_ _ 91 C -16 - CONCRETE END SECTION WITH RIP -RAP DETAIL (UPPER INVERT) ____ _ _ ._..____ ___1C --- _ .�...�.... _..___.w_ ..�. .._.. __._._.__.._ .r._..,_..-- _-_..__ _ ____ �;. -.--._ . - ---• -' - ---. -- -- . _--., __ -_-.. -_ - - - -•�-- _- -•---.-- - •.-.-_.• _. -..-. EC -3A -CURB INLET SEDIMENT BAR R I E R _.. .ta.s.sr .r...+. r, ""`" .._,tip ""'r^•+..._ _ __• -• - - - ._._.._ �.,,_.. _.. -._... ._...... w_.__.. ._.., -. ..--�. .- �_ _ . _.._ -.-- 1! '^ ^ .. _ -- _r..__ .--- _.-.».._.... -- _ -•- ,y `""". +._ -«.. .-ter- - -- ____. _,..�- .�`_` _�_ 869 -- ...._ -_ _r.__ .___._._ -.-__. - - �` .._.`. .� ____ .�.._ _�_ _._ -.._ ..- _.._,- _..___. __._ ,,.___.- -.- �_._ , __._ ._.. .- .w.- ......._...__ -._.. __.._ _..._, __ w_.._._. _..__. .`.___..-. - _...__ w 4 �- - -- - Ott �_ -�__. EC -24 - �`� � � ��" INLET SILT BARRIER �_., _ _. . �. __.__ _... _.-. ___,..._..�..w_ ---- --,._. - _____ _.._.....___ . �._ M.._ _... ____ �._ ___ _ �_.._ �. - -...- _ _..___.. __�__ .r �.. _-- -- __.. - ... --- -� - 10 Lw_•_ __..�... - -- - --.,._ _+wr. .."-,.,_ -'._-r• _r'._ ..� - --' .mow__ w,,..w,w -.__ _-.'-,_ -- '-•• -. •w,_.'_ _--._1 __.__ •.+ti,_. .__�_ _�_r w,___ „--.n_ ___ r...__ �r_� r_�_ -_ww - __•r _'__•a_ __w_ - __ - __ w.� --.+ �r-.r• w..._ r.__ _. ..wa•n• .___wI _r_+a. _w _ •wn✓_ _.wr_• _�n.� .�.r.r- w.r+•, w__ � ___..r w. -..'s n"� ✓•. �._ __.r.. ._.•-w.. __- ....r__ ,.__ � _ ti '•' ^•--_v •+_-.�_ . -^.1.._ • " -- ~" _ _ •• -- -7 ...•.. ._...... ...._.... »•.-,_ __ _.,._,. ....., y.r `i :'� ....w. _..w•„• ._..•... - '..^'^- ".r"" `_`_ _'-� ►✓ l,J % .. -._"`. «"." -`_n^_ . -._... -._.- ,....... •..._,,.. +n._.._ .....,_. ....._.. ._....... ,...._.._ .....ss --••." -- •__'^" _..."•. •_...... ....,..�•- ••^n",. � _,.,,__, ....._.. Y� 6 #,% +._,... �kti �` _ •� ._, , w•� ..r.--, � "• - - ,« ` - .�.. � - 4 �JYv ..- •-- ._- _ --- .-- - ._._ ----- .. - - _ I --__ -YARD GRATE SILT BARRIER _M_ _•- _.-. -_ ____.'_ -_ ...-_-.. ..._._� _ _ _ _.... -. -._ -•_. -- __ "_".. '- .••_.. -- _. -.-. .._. _ ___ . � �+s+�; j_.wt -_ .?a. �, �� � ....�`ls_.' `�;( .."'^� _ .Ct' 1 / ^� ,� �/ �r r i r �t �--.- '.-„ - - f �_+ �r� f _ _._« ... _ .. _«..._ _"`+�� `�_ ^~ ~�`` •.rte y��1��' ___, ____ w� �� �ir,,t�i �M�1yy �f�� "•w. q) E .--, �, �� � ' 1 /` - �_,, _ _. � _-.v �... .-.` __ _ ,_ _ EC -3 -YARD INLET G RATE BARRIER �� 1 ;_ �'' \� f `� -•� ~�' �-• to EC -16 - CONCTETE END SECTION WITH RIP -RAP DETAIL d _0�1 - ^~ _._-- ..._- -.�._ - � V ,9 (LOWER INVERT) �L,�. r••r.. -r _.. h.• t, ,t -h '.. ,t:t /•. ;y^ `'.'"1 .4':r .<.. rr:'..... L1 sr +:': r: " -h 7= r`ai:iufr,Ss 1 '%dr' �t'.+ i _t� tM' -� -:RIG .► rie`- ':d17i -wi, *...a:.�, :+.:.+r'- t.b:kt•4%L,:Z+a. fif '""'tili`1w1; "" -"`�1 ^J^-a"rv.` z - „• • '� . bC'• 1i.1• V-'- - - ---- J .wai4'1 •._- •�t�wW Y4.:i'ri^�%�i�.•or�in::,�- i+vtil+v{.,q,° ,1..$•1.• 'Yi. •o•,i: •`r �.7- i! ^�- .I' � .ti:A+.Yia l- a r..R♦•...nxr -GW.Z R�/.vvgsa3..� 7SC._.dt •'��: .5;;;'k,;:�;�aa.M�u.aar.�aaa: ..,:- n'::HC.IGC: -L „ jr tw•c•�Ji•''q'.r .5`i' .1,.'.t.'ttiVtJ'" =- "':.�i`•�'tl: "i.�'-1'}l. 'a•C.�'`�:J^'L" " •- Tc".c. ''i.Sx''b"6 l-.... .:.�:.'' � _ . - -- -- --r� -- ---- .�.-- .•-�. -�• - -•-. -W- �; .-= �,� ,,_ -� t`.: ;r w a:;�x E, " ... , RIP RAP d50 =8 .....,...,......_ - .o.....;: ...._..... ..,..a.a....,.•., :,.•.. :c- gib= ,, -'�-• \:s�,' iq �~ r. t� ,�` 4f.1�r, i...SaC•�•il4'at4...µ�:. `.Z";i• ,, -__ f -,.r +._w �" ,�,��._ ... _ 0 ~_.. "AREA" S q YARDS is�y p?�" I( l r y �.r'� '1.✓'" `•.•,. .r' ` �_.... �..•.. -''f % �+...� ...✓ �„_, �1.,,_! �r rr�1 `` °.,.«•• -_r -, ` rr �1 a,_,_, •+�-- .`y �, a�,y ,, t {4' , .aJ : y , , ` 1 p - G V -,1 .� �-.. __,,,, •.,._,A,__.� '�____.., �', �, , ,. > -wr _-- -- ` :�,:.� >.. ;F> -�.� -�`'.� EC 29 -ROCK CHECK DAM -i ; •\ t. ,j.- - o. � � � �� l � � � , ` -� BARRIERS (TYP. 200' O.C.) I 11 y.- � I I., I -, U; 1'__ _1_ _____ \ ...",_.)/,%� I-- _----___ _1111_1 ./' \ ,/ .-,-,' 1_ 7--,, _r --� f � �-_..- -- f _/ •�' -1 EC -33 - CONCRETE WASHOUT ;J�)._ ------- 1_ '.11Z 11__ _- __ 1_ \ I 11,111,11lllillill",lIll <\� I 4 '11 --a- 111_ F�l _________1 1_1___' ----I----,- \ \ _� I _1"'_�_ ,%,% '1% I � / "" ' 11-1 Z, -------'-- ,___- iiiiiiillllllllllllllIIIIIIIIIIIIIIIIIIIIIIll::� .... 11101 I 1)1-!' ------ .. ___ , I-, \ ',,_.: " _-- . ) .: I ._ --.,-,..-, .,.-. " %.1 q, _ ----- ._ [I .11 1 111111111llliiiiillllm \ \ ". ul '__ ,,� _____ e ___11 ,,,--.,, \ \-I- _____, ___1% \;% ..-------- \t\ I I rl__---", 11_1'___�` _____ __ i ,---" � \ ____ ___ ------------ \. I .1 I * * * * * * * * ?. '', \ I _._1 __ � C t, N /__ I,--,- I \ % `\ " \1k «-� ^ \� $ It I ` f ♦ • I 1 I V * * V "I ......i ,.,; \ % . • • ♦ ♦ PERMANENT SEEDING WITH MULCH 1-11 -- -M _-I- \ \ 1-111, - ,_,.- .•,.,•+' - .,_,_ +'-, �_*_Zf� N_-.•_",. 1 * � .. _ �:? __-...rte 1 , 1___ ,_.ww-..,._..... �•-�' .Y ♦ ♦ • •' +/ i ..•.- ._.- ..^"'"_'_'�.. .'.. 'rY U •- --'��� 0 r• --w-_ ""�: \R`'�..�._".•_ ...r-- ^-- -..... .,` (u ,Y ` r'!� .....J 1 .. J =� , r. >-- ,�.•- .,�. •...ra„- - G I/ ��`•-- -'",�, tr •Y W W W W W W 'fir \ .. L :. '�•� --------- .., r ' .. -_- ..r �l +Y•,--.._A- -• * `I' * * } _' L.! : t,i .J ____' !� �:i !Y ,Y Y .Y .Y .Y ``,.. 7..-- Y ! I r 1�. b •Y �Y `F r .) ' ' - 1 f, .� `� * •r * ,,,* - '_,�._ - -w �w� `r __ __r / * �' •Y',\ * f v%'` 7k. -- � v W �Y W W (� � �Y .Y vii � �� � .. _ _ �- --�'. r»- _. - -�-_ ' o � `` __-" =', ': ; _ -- __ _ -- -- "' .. ! �.r -`� v v v v .r v * v ��t.. y * * * w. ,� -._...- I � TEMPORARY t CONSTRUCTION ENTRANCE EC -30 !,; - Y.�, +-.r"' .r v� W .Y� .G" . � 4 - -- * ,1G- --•-•.•Y .--,* W r W W '� W- ,.,,w,_- _v " *., % -� .v w •r .Y • 4. .I .r .fv , ,f ,,'� - - - - - -- ...•,.� ...... +--- ----�• -ter f r ;-^'�. ``•_ -.. ../, I L ar N *,, . •v-- W * •Y �h.- * W~�, tf.° * • .•' � v v v * * * yr * * .y� y .y ``'�". �Y``�.�.v .� .� .� .� �. �. �. �. �. .� �. �_._, •�, \ 12 INCHES 0 F #2 STONE i. J `r -, --I"•" '�' tY w '� W •r W `�" W W � .Y W �� ♦ W S � i :4' '".•�✓-'�� W '�' O'.'��Y �Y�- '�'�k- .`''�'...._, tY �'�. �Y 'p V� �Y i� 1., •Y W 'r '�(,� •Y �Y � '�s \ % >r •-'1 i i r r r .� W of W - ° �' �. .�., wb _� ._ �- w._. --� - �. �. .� w .� �' B �..�� I L u ! .N �,- s f ` ` °� (30'W x 100' L) Minimum ly . . -•- W 'M W ,r •r • r• V• -r .r W W ♦ W W W ,Y.•`'`'• W W W \•r •r --k W W W� W .r 1._ - - ;uf< / `t,r r r ,* ✓♦ •Y * * -*-- .,,-.., , •'�� ,Y V' ^'.,r W „,� •�'`'� � ��ti. \ :►..a x , ,e.:. -- s.+e wed J i 1y� r i * L _ / ' / • - a -� _ . X_ Y - - ,-_•- * � W ♦ ..."" . ♦ - ._ -ir•" -;1 * `ft' W W W W r W W W W * W , W W * W W . •; _ -Y _`1. `�Y : .Y .Y * ,�, .Y .Y •Y •Y •D- � 0 / _ rs. ---- 1. • ��..._" W -` �1•�� ,Y .Y qY ♦ .Y .Y .i' * * Y W •V * �W ..'- --"`_ "r W .Y •Y i "-M , Y i `Y- ___;*, ...,_ �Y YY •ice •Y vY •Y. .Y ti ~-- J t� tiJ i1'��` s. �• - tl' `• / r / I / Ra:c .,4 € -, r'N r' _*_ * * * * * * + ,6.S F,* * S F ;-1- - �. ---,* 6 .. --: •� 6 6 ' °� ,�.., > 1 ,, �-r _ f I- Imo::: I / I // .� � S F EC -2 - S i LT FENCE BARRIER 1. W W * * w -r W -r w ice`'- "* W ♦ ♦' W * ... w •.W ,r -r �!-' I.__ , , ' / f / l / �r ` `S• W r_ �••'�ar , W W W •Y W W W W 'i'' `r W W j --- y- ......♦ V• �� �`Y �� f j ♦ �+...• i • .v�+er..s.:s::.,+,r- �.ri...w •+ �•4 ! ! t may. ^z k M g1 _ ✓' �,-- '1' ♦ r W .Y �' 'Y p .i' W ^I\ J .Y 'Y r' •Y �Y W �Y d r _ n ` ' �! �_ r_., j/ `�' jr.. ; 1 I / , !r -, 4--J / / 1w 1w I I I . -1 W W ' W •Y ♦ �-� - .1 'r Via' W W -r sfY -r r► W W w w W W W -r W ,Y W W W % W W W - W ",j n ►' _• ` r L W W a W '4, ; �; W * W + W W l w W * y , n r. W �. '�, r, ` -log of ?a' f' / . t I �- k�: -- TP EC -15 C -15 -- FENCING FOR TREE k p ` �.3 ti w w + �. tea_ i W �. .� �_, O '�`` �. .'' l o . ><. PRESERVATION w W W W �• •r .r w W w W ♦ W v / _ �"" `Q ! f / 0 Sjl `• ,: 1!f -ice {g� \ -A W w W w W p yr W W W * W W .r .f► t1. �� ` r y� �.� r' r - J. : ♦ ; 1 • W * o \ * * 1* ,* W �� - • - I - '1 . �` '',,4' 1 ® ® ® ® ® - CONSTRUCTION LIMITS FENCING W9W *P * *W *,W * * * * *W�♦ _ I'- _&._., [-;Z,_,Z�� i t i F14 W �'° f t j ",,, W * I * * W W .r * W * W W f z � Z, � -Y _... :_ u.. ) I i ,-- ____1 t ii *--j * t• �, z % - ------- E-3 , I + + y W i W v * * * * a ` �10%I -- _ - .. _� - E--::---:--,=-====-------------,------------- � ® � ® f ,v f -b W �r W r p W W •Y W W W W W ' { �' W ' # �� W w I W .-•��' v , .. �' - _-A - _ �- _ ._ - `� ��!.' `�. It -1 1 \ w' i ,:s eats - 'r- --- s. -•_ ^r- ,.,-. ....._j... ......,,..... �i �I •1c� <� °i "'�' i i 4 .. `«' yr ,Y ♦ W ,Y W �► .Y W .�' tr. I �Y * * ` /Y ",. _''r w.oa_srrtMw �.a. w.u• r _al:.zc�---- {'•--- r`-- -. -•-�'• , =SLM ---"v \ . W •r -r w •r W W W t ..ter ff t� �..■ tt�.. t�ti f1 ..�.1. W -'" t ; =_.� a~ r f� i 1_�._Li ?� ! l I # I f I I I I I I soon= wu nacr,= --- ,1 7 1 I �, �, �, ,� �, ,� .� * * * / k .. �"` _. ;,. !11 II r ! i i I 1 I f s ! I 11 !1 -_ -_ t EROSION CONTROL NOTES r. i �% n iY �+ +� .y W .v .y .r \ •/ •r✓ s / a_`: �� ^_'s�� ss• '. �t �• d�Z i '•; ` S f i I ( I I . I I i I I �: '_ . c_ p �� w. r•� �t�r� �� �� r�ta� tslllt�wl� rr� rrrtat� r�� \ %a t...* 1 W * W * W W C* W 14 W �• W `Y s[ W W W W •Y W .r . b - �. h•� [ ( ( \ ../�4 ( _ (� £ ! 1f <. 'M �" \� r••'• t ;1 s'c --Lx� �I�i� y A l Y i i I i 1 S I 16- 9- I 1 I ! I ��1 ✓ �i . `�...t r `,;_t (- -� * * * W * + ' � W W * * \. i y * - I �' �' �' W ,._'i �, - . -- , ���.:� --�1 -�"" -�w� �' 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. + W * W W * W W L W W w W W w f J w w W W _ 9''' ^e'''9� '.�,,, ..i " I I , .`tl /� I •v + W W v W yr W W W W W i W _, ! t �W W W 'r W W �W r�.%f ''��` mot/ rte ,, .a � r . ~"c. L_ .. ,i �' ��' =- ' �''�� � • y� . t �`.r `• -I � -�r = ~' 2. SEE SHEET ,402 FOR EROSION CONTROL DETAILS. t 9 a6g W �W W w W W * W 11 �" ��`�' � _ -, , '"� .1 _.. r- ..�.< w` ` �_- * ♦ W W W W * '`Y W V Y W •Y �Y •i' •Y ,. ±� � �� � r 1 . Y^� 'sue �� �N _.. ... �� �. / a C t W W W * O W * ,w W . W W "4 ., ~ •r w �• ,� :� >,� w ��, ." }..-� �',�` ',lam•',. f I i I i ""�,, I I i f I �''�-�. p W I -; ��: X,:---\ A .�.. - ,r~ I ' � ,, 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. �v W v •r W •r W _._ _.._ _.. W w w w W w W •i 'w_ w, :► v' W v w * W ,% ,-� .i ;--A �" `•� � 1} I 1 I 1 I i I ; a� . I ! I 1 � `fit � 3 I i s �`-` �. `, - �, , ° ti `. -�� gin' ` . a � I f 1 i i I I f i ~ r• yr •r W �►• •� w"'••s ,r W .r r• * R. I � j � � � � � �- �.- �.,_„ -� ,:'a.i � _ s __ ......_...... W * W �, �, t ,,� ` �. 17 I I I I i I I I I I I 8 j 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION % W V• W +r r• 4 .yam .�...,- „r•.►".. , i i . W .Y .i .Y .Y �Y �Y _''iti t w \ J 07' � ''r ''^ + , __�_ r !; _* „rS • � .Y ,Y * * t* * t W 'i• * y �Y * * * * .1' * * I* �°•" ; � -'� ` � - \ % t°� ,j ti,/ i � � P. � .} ¢ . .. -�- - -I-, _ I_., f_ .t #-- �, ; 1i � , i { .. -� ..I. w ..s _n S w'_c'r� � � � F'l ` PROCESS. . f. i +. ' . l ' w v w * .v w ,�. j ` % i _ .� ?" xMier ;. y; i �, 1 �"�.` u: I w I I I I ! ! I I I I I Iv ! i< t .... f �� -^^`'' ,r W W w W W W ♦ •►• W = f � t ..}_. / # I I i I I i i i i ! ; f t. < 'z -- ,r r'W W v '� p•r I •r v •r �♦ •r ♦ + �� `+ dj , 1 � I •r'- ' ~I 1 � S. =_,_ _' } ,� �, ,1 * = = �• W 1 -� - � ��.;.\1 =;t �, I . � I � I I I i I f I t i I i I c i I I, �-- •-r-• -o �, �' 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. �. �► �. �• .� w .� �. 4 I t' �y ! I '• I i i I I# ! I I I i k- f I t .. w +• ,r Y w .Y W W >r W W W •b •v W yr . °r ,,. ,,, * f * ... - - f r I i ' � , a , '�' W W W 'Y W W W r' -r S ,r„'•„» *t w. ,,asx.,a -� :�- ea -_•_' �.- ."...,r• -%,TT r-. - i'.vsL, �. � . � _ ; i; .- 4x0 c .,sttA:. oi�,r 1 \\ ee f ` ter y ` 1r �� r� r > / `des ::. 7 /� I I I ! i f ! �4 A i i ! ! i •�:` _ _ .._ 1 r 11 ,r 7 � �. ;� +� •� �' W T i lr�-- * + � 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES No W W v w wf * W +•, W W v W v .r w I t > t AND SEQUENCES. ,., p .v .r W � ! ,�' .v W t •r w v W w W E I ....,. _.. _........ _ tW w ,�' 1 �, , �a ;�` W ,� ,� ,� � �°`� �'_ 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT + ! 1w W w * W / * * -� v * W v w .r 1 .� v w .:. r -� �M~ �• .� �. �. 6' �z� - j `'- I i I I i i t �; I I I I I 1 �, ` 1 € I I I I f i I , :r ;, t i I I -� ,� I i ! ,� ":�a`.` I i I °� I ! �` � i _ I i �� ' , f �y,,,., W CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 1 x u € I I I , I i I I I I i I I I I r i ,j r -r W �• W J• r W W , l ? ! i- t s Y •� / �• •r •v v� •r v� �• W �.• ! + f L �..o„ 4 f i i i ! I i I ! 1 i i f i 3 I f F S i t r '� :t � I I I ! f I i I I i � I I t i I f i :_- .. I i I I I I t I I ; I I I I !. i I I � t i f ! i l i I i i I f i ! I ' f I I W "• �� +', W ,r w -r W W ,r v v .� t --v- tV -r +r , I / �` �,4 v i 1 ( i f �.� , , , ` I , ,-✓' I ...r i ,` x i i f f I I ! i I I 1 I -,.., -. _. �,� �, ,� �, ,� I �, ,� i �.,�` & I i i i I i I H ;, A I i f I t I i i f I I ! I I I i I I " ,� ," 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE \i ' W * W W 0 W W * W .fr * W * * W 1 I .� I _. •-_ .. • ....3 __i- _._ .!_ _^_! # - i :� -i ....1 -- __ i- -..� �._, - _. «_ .__.!_.. _.. +_ _^• _� !� � i. _ _ .. _ _ ._. _ � , _ _* � _ ». / iO I>� : � - _!� f_ . i - __ i_. f t ,, _ -,- _ ,r . _ j . _ F_ _ __. __ � ..� +_ --- -t_ _ l Ij -I__. _, .�_ _. -� -.. - _..... _...I- _. r •� � .� k� � . 1 W7W W W W W W* * W W W W __ / .t 6�� -�• , -- -- -`- ' REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL �. ' i i I f I 1 I I f i I t I I : i s I •� - ! I i I I I ! ! i I { n t ! I ! I I I # 1 1 :, �• .� ,( * * W W W * W W W W W / L� I i j �, W W W * I W +• I I ` I I ! i i f ! ! i t i ' i i y , I I ! i I i ! I i i ! I' , I i i I i i I : ;;, _ w W W�y ♦ �' /* W -f ? I i I s ! I I I I i i �r _\ a'' 1 I I I I i i I I i 1- I I I I I I I � s .�- i I i i I I I, 1 .� t W ., 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE PRESENT. �. ,� �. �, �, �. W -r W W W i. , i- t W s �1 K I f I f I ! ,_ I ! I i i t `` I f i I I i I I I I I I I I I i I I ; / ♦ - f .�,. _ I , f ,� f # I i f I 1 ! } t ;. I i ! i ! I i `. �:� i I i I i I ! i t I I i:_ I i I I I I I ° v �� X11 1. �. i f l f i z. „ria s ,�. "" +'" .r• .r w .Y .Y p W .v • v W W i �' w W -� { } ,./' !__ _+s -.0 -a i,:, a• _ ., '^,; ,_/ °~- yr i ♦ .wwc �`� 10 PRESENCE OF HYDRIC SOILS � � w w � W •r � � W W � � �• / `"�� I �; W i � - ---- -.__. ,y ,r ,Y W W W W W W v •r W -r •r 'r f ® ® Viii � ® J _ _ 1' * * 11. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICTS WITH A Q t ..._ ...... t , ^ -. .rte._. -'- •,.rAxc:. f { oc, �' * ,o �' �' w �. ,, �.'A . � ���=M� �� � .1- ��- ��_,�.�- k� �"�xA� � t i / ' "� -1 i I I f i I I �� - \`i �`_ ; i ; i i I I i i �`��'��, i I I i z ,�'=ip � •• � �9 2. NARRATIVE NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH * w W W q W W W * W W w W s ',� " �. v i (� _ 1 ! ► f f I I t l f C 1 , # , # ! i ► y I i I I i # I i+ _� �Y �' T � � r I S � t �. .� ° .� .r k ; I /1 �, 1 F .:� I I s I r ! 1 � , a > t '�- � • 1 �;� � "; g r;~ � -� _`Y ! I i I i i t! I i ; I I 3 I ..� i I I i s i i I i I I i I f I i _ r/� LAND DISTURBING ACTIVITY. �, ,� ,� ;" ; _ f f ; ! l ! I '� i 1 i I I i € i i t,, rI I ! i I I i I I € i I # I I i i K cc I (� . .- I 13 f I I ! I ! I I A ur I i ! i I i I 1 ! S € ! I ! I I .I W W W W * W ; _ I ;i f if - - , - - - _ - € 4 n: _,i_ :I �_ w __ w *N\ :< -� 12♦ ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING W .Y r. i W W ♦ ': W I ' _ . _ { •._ i-. _ I...� «►# ... .. _. ._ 1.« ... _; ,..._ 1._ --_ .�'_ .._.. .. .. - I _} i..._. t a �•. .._ I- __ ---i .r` _ I.- - _ j. }.. .. I I - - i '_- i 1 --1" _ - ,_I._- _ - .i_ r....i _. � _ ..I.. , _ .I,-.. _.. � � � , 1 7 i S $ �'S". 1- r [' I . I h r rr I i i y N h *` '�y fi6,i , W* W �• ,, _ 0--� - ►t I �� = I I ! f I i I- I i I I I I I I . 1,i i f I I f I I I I I >; I I I I I I I 1 , CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO / i t f` f 1 I r 1 t 1 W CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. .r I 4. ►i i` I � j I I I I I I I � I ! i I t I I i I I I I I I I 1 i t I I I I I ! ! \1 W W •r •r W v w W Wf ,r W W ,: j t { i+ f t i p I i I I , # 1 f, 1 j I I i i i € 1 t o ! I ! i I ! f W •r W W W v v W W v► W •r v •/' ' a i ! ( I I I I I I ! i i I I y Z a I I I I ! I f I i I I I f I I I i W I / tiI I i 1 t I f h I t t`i I d ----! 11 _ �^� � ,s. : i f f I I I I I I 3 3 �y } �, y I I I I i I Y i , I I i ( € t I �br�ti _agxa,.yf I i I I . �._ i i } ```�' ,r W W .+. ,r .f► -Y .ir W �ir ♦ .Y •% co W 4�``' i !� !i i •` .a a✓y' - r-_.._.... lk 6 i 4,,' / if ♦t t" 44 l t W W * W W •r �• ` + £I j b' 4 k * 4 tI ii i 11 i is * * * ♦ * + •' W W W W W -Y I t • { ff :j t r W W r �� W W ,�(+ II :A , 1 �' ' i 1» S ssi7 W •' W w ,�► ,r W ,r W W r r * * * W I 1? ; I I e i S � fj y v i. w * •r W w W w v 1 ,fr * * v f �• ..�, I �,f , r_- K""�`"` I I I i i I 1 �! I I ! I i I I t' I .{ r ,a,,,,�,,� I i I I i ? I �; ' '` I I I I i I i i ,� , °� W W - ,� '� 1 t i P I , Y � I t' I ! i 1 i I , r I I I I ( I i I ",- W r• * W w W •r w W W � r I I ' i i f; , I I I I I ! ! I I i t i Y'. i ;� �� W W x' e--, .ti;. t , I W W w W w♦ W �� 1 { J �, , i �; � f 1; 4 i 1 i f S I i ! `l E 1 I f I I I I i I i I i i �. I I ! ! I I j 61 I I I I S I I I i I * 1 � * _' W W W W ,r W .r W\ ,f• W 'ti 61 ��, _ ' I i, j fI ' ` i i i # I i ; t I f € i ; i ( ! I ! I i I # �, K W 1 -n* W W W W W * W W W * * f i .__ �. 1 4 f i I = I I I I I I i I Ic ' -� k- 1 I i" i # i i ! ! I i ? i ?} ,1 `t I i I I I i " ! f 1 f ! ! 1 I tf W W Y W W 'fr r, .Y W W .h ,Y t �- _ - -, i �! b f iF } E Y .._ _ ! v I f I 1 I I I _ � t ! -- --i € .. _ ._ . _ w_ - _ � , .. _ _ .... i t i � �.-.. __..�,:: r;; C-S,1`.. -.� € I ' L �. _ _t ..__. ___; _ {� . _a� _ _� _ i_ �I - �_ _} _.i __.1_. .i��''ati -i--.. .i- a_ f :j xd:_ .- �I__ ..F _3... I. -r _r-- -�- .r •r W �. _ ti ....} f, ;,- . ms s_; - &�-'. ` i �� I I i s ! i i E i & f ! t I 1 I ! t i I I u .,-- i I i i i i t I t 1 i f I 1 9 i I 00 I v w r -r .r W w -r w ' p t/ '' - y -.�~ '� ( i i ; I i ' I ` f i i i I I f c ''�.�,} I I } € f i I ► I i ! i I I I ,� w �N .r W v. .r •r W v w W W _ i i ti I t i i •-_. �• •r W r W •r w +• -► ,a• •r '� �. , -°--� � I � I � � f i i f I f I �� I I I I # f € t i t i � � I I i i I ! I y � I i I I I i .� ! t �. f � t S } s I I I i i i I ;, 11 i I I I I f I f W �• 4 ��, �` i i I I I i I ? I I j11A r i ! i I i i . I I I I , !� I t �.•� W * W * * r' * r .i .r .r �Y *__ I ' F 1 i j I \ '/ s I / S S- w ' I { "iv_. - I I i f I 1 I I '`J �r `__ * W W w W * W W .r w .r I z k � ( it I f \ �k`,k.. .=t IF I I I I I f t j`'�,� l.� r I i I 1 I S t i t I `�Li,M2 .•�.�,a ! i i I � � i �+. i� I �. 751'. -r- • ,] /k 1 ` .[24� wl' w w * w w W W + -- W W * b� I $1 1 $ 1 / I * * ,,, v w W * .r W I* W v ,r 4 i %. ., �€ 2 "' .�.. 1i *1 \ W .j:`•.-.* ._�,f1;.Y• +,fir .r I,fv ♦ �r �r •Y v1 ~ __ _ _I i l V `4 - ' Q W w v w W W * v •r W W 14 r .' p� ;9 t t k i \ I f' c• I i 3 I t 1 i -4% i I s I I I I I I I i I - W .r ,r �. �. W :'£ I i f y i I I I �' ,a _ j t j I ' ( , I I I I I I / I I ! I I I `t r f r I , f ` i t , j,, 1 i I ! I I I I ! I i ! i I t ! I I i ! I I i I ! I , ('� W W W W W W W W W i; I �- ,� � I i I I ! 1 f ! i I `' S � i 'i !j s s f W W - W 11 IV * W * .+ w* w �� i { `� i C. i I 1 ! ! I I I I I I 11 ! I i I I I I I I I t I I I s i I I f i I I i ! ! I ! W �. •r > I •� �-°. I' � I f ! I ! i ! ! 1 i i s i i i i I I I I i I ! ! I i I I I I I ! ! I �' * ` W * r W W 1 I 1 I _ _ _ _.J t 3 �/ �,' t '1 . � y I I - _.� . �_.w .. _ _ - ___.J 1- _ . �.. _ _ }_._ w .`j _______•S. ._..__ _ __ _ f._.._ _._.._....r...__. -r „__'._- c.._".. -.._ .r �.� . }____J -_ M _, w _"'..., r ! .. _ _.' __. r .fit__ __,._. �. ..s . .. _. _ ". W r � V ! w W ♦ * W W W W W * * :. ! I _ 1 i .., t _ 1 ....c ..,- *--- -, noc+sa acs :ra.,�c c rr. zn c� w x;:ri,:.rs c..fc aj w:mf n> w w: acct c:rrar, te:: w«ic:ri.x .+ % ::_ - .=.ex .met L.zs�rcY l:t :_ a _._3 -:-_ r•:t ?�:. w mss. �i.F.� I�eaa.,uu.. a_.._ s tiJwe+w.w�c- aez� F' -�. t - 1 - � - \ r u r- : ."._ ,mac..., s v \ _ , W -i' W ♦ W W W W W W W t-. �. :� .a^ a �. +c _ar.err . : r ___ ar:�x .ss.!x�y a a�i _�, �.� -rr: :::sic v►�c.a b.��a� •... I * * W * � W * a1 of - ,'i _.e � W W W `, -t' W r' .r W v W W w •v € W -r W�r� W W 1- ,� _�,- .- -.--_ �\ t - , , ^-�-. 0 I _. i TT II -� 'V W W W `� ,y` 4 / �14,N r' •.'(t -:111 vl ,: ,( y.. vNtr•i -)•.', r r, h sy( I y .�,t � a �, r - -uo- W �:.ti. �:i "iw G .r "i. .� s . ei - -.iii SL- : -.ci.� ay,13.• � c� - J _ s j •27.- .: � ii$ - wia fr.' - c.w.. �a • sw,:czt � Jl �� w .;J L�...1 : , a.� y y�l'"i „ S' .... r. .eicL.>Y�.�.o-''�J +.l ./�i Y.f. _ i f� -a Y - h� .. t�.... _.., J 111 I ikni•1• -3.,+TS's i,•ir`•r }' •9+•.�.7w/� .rJ.iA7� rn: .:K r.•.ir;�.w..tdr,. -.rV .r:,s.+.:a:r:+r.= au+,�Sc+.+. �la:s:t •a•ai�i _. .r . -v ��... ' += '�..ntx -�t� -, �.}t y. t-., .�.. xN•r `..,,e r.. >- Z.t >•, , +y,,.•rr. :�. •, W,:1iL.a,;W.__ tG_ w '.1•- S`ir1� -- ''4 �1" . �:+ tr► �„ fi1VS •.1.- "�, +..4..�..t..:.�KY.i.wl: �i.a..�l `LJ�f.�ri. MwNC,H. � f::..'..� l��S:C..i>'KW..{:J:w`.in.�.:ei. %c:.:,.•.�,./..:6r:; v:....• •-"l-` 'r l4 �•t:•••� �v-n'•t: - .!:. _, i•s ,+,'r;^ .,,r,.', ..`.. ., •.�F A'•-�.V <'^ `v... -U - ♦tci:.x;ro:7a;1.3.11j..�•a ba; .a:.A41wa:CuN..ii lv: i.a. b..�+.7 ia;s rs:c`• _..._� -...,. _.. _....,.._.- •_•.- ...,'. .._.._...,•r....-._--...._. r...- .- .... «.............._.... ....- _._..,.,...- ._._•.- _....' _.r.- ..............,.,._t �.,- ...• _.._..._rte.- _._ ...,•.» -c,T .ilMw'"i�f - -.,.,1.- -•--'" t _� - „ .. _ . .. •, �a...y::as fia,..+1�f waist' y.r,�u, __ -..... - - -------- •- '-- �• -�.»._ - ,r -lJ ilea.,r ;4.�1'li �3t4e' .� .0- as, .i' ';ark % ,...• --.',„ _c € "aa•- -- -�.... -c-"" 1r 'r Y- _ : •Sa ,`'J""''di coy, 1.. ♦V (. 4, .•a- w.a -n'• ., i' t ,. .�-,. r.t�< , �•...ti .tl'-"t ": �":titi.'�i�r -.+" _ �✓ '� jl_•'{ I w J s �. -- . _r .+ _;7,., "'t_asi- !rw'c'..�:�i.. ..]LWI:-:r.c._...- -. al_,.ttM�siO -'.._.__.• kY' �, .•s� " v ^..•:..r:a,:Y a'.Sv:bxs,�.o.ril , � �.. ysidsl' •``a:t.ic � _.v «l:-:w7+.:s.:n as.h.t.�±i� . -....r � •Y •r '�r iii; c tw;h..::34� /jj S• . w . ; t 'x•;v� -.,- -r �s...3�s\.t:>.- {.4i+6... .+r.a < -._. `^�- -_._,j - -w• r1- :.(• •:u,1'�.+,�s+:. '' r..:.:±. iw�. v- ii+:.•.:,... ut� •G:t.•i,A:*rs1:11J..w1tec4�..4i 4.�.�u. -- ..-.. T, J ,�.,- y,. ,x r +:-L+c -�_ rt.�� %•r,r. ;1: '•l, ?c- '+C7 .�.j'�. ,.T: 1, i-- .....- i..:'.,a�'._'."N.sa.r:.' 's. ..A_ t..-.:Y ._.+... �,•'- - -, r.:r.. •',>< %t'; '.f '.•, •X` r' nV.. 'u:ixLV +s Ts.a,A.W .M141�wJa3i ,„fZ kY•- . r'-! . ,-t- 1.1 ••-�- T'. F'� +1 \ � - �� bi� ZSHA- w _......- .•..__- -... -•. ..ay.'- _..w„•_..rw._ _wr- ._.-..,....- ._.._..- r..,.r._.�. .._.'.._+n+.r._..�...n.. - w. , __ � ♦ /: - - .a .I' .y•�fi, ,.G.4'�,_- ..�1�� i`., ..n ;5,: •..-__ -l'� i_.- - ( +JtiK�LY.Wn •vlM:.�ln - y •b ar+lncw►��7isfwMb.i •i�. _ �- If•L.i li ^_`• _ - _._... w_r••. - ....._'...... ...�,..... t... ski._» ........._........_........•... ............,......_-... ...._e......- ..'....._......._. -..._. ..._._._..._._._.._.,_.. -. ^ _._...._"._._. ..Xr�.:; s:.s y� -Answ i._. t: r' j�wi.: sis. ,r..:...:wFa`�'i:Sl•w.�r':+s:r: i�+l:: is waeae.[ -""'S:.c:.a.+u.:`\::t sws....: :..:a'a:.aSi[.i "...1o6.Sa Z.�si.S:1 "_.:�:t -ai..ti J.l:.. - t-.....� j= :s�;;;+~k.:LwZ_1:S : 1, r- le.: l:, vms ;:aria:4KJ.sb.lS.Ct�.h.;it,7u `s '�',.:; _ - --- -- ^._•._,.. - ......._ �` 1t 1 "k t / v:.r.1 ,._...._,r -... ._ ___ - ._._.'�.:___`_.. r:+sa. .,.+.�.•u.r•.:c:_ «� ...." •.• .._ .z�rrw....,..,- ,,,._.- ....,,�-. ..,_-.._--,.....,'.. _..r�.. ...._.. ``- "-.' `b ,r r' , ` r - fi .1 % / , S ,ice_ I k- _►. • _ -- fi_ _ __.___________._.::�*. w t--} �..�( �'•'��_^�+........ `"• J '_....`_"'` -. ^w. _ y.� -"' .- ...... _. 1_...r.. _ _..�.......... - w�•..�- x.:�.tC _.._. - .ao.+..^ --. ... - ....'X ... 4.....Y.?C.w'•.+•.-- w..t>oc ..- -♦"^'r._:a+.,. +i..�-s w-.- ..r...sct..w...>. ts7C.+.. _ -« - _ _.- .AC- ..- s"""'...1- _.:..._. - 3ti+M+,.- ..... '_"'.....'.._"'.- '.`.-- .""'_-'^ _...•. -., - '•.- +..•... . I 0200W s.. a.:. n. rra. �naa• a. ca_:: c�.: s_ a- siw�.:.:w:r.:.:. +aZ.s::._::.a. u•.a -s:l -'c •- xac e.a -,+.c iG „ _.... `' at 't r` ^r _n...,.r.. 'il:i,:::::.�.:r.'.::.y,.;,�� ....._ "'�.. s �lru %dD~ *w Aw- ,o w 17--* w., I'Mv*.,rr, r,�!i�; rn +- ik� c" -,r= ,tz ...;. � = _..� ,4,4,.. r- t,�..... » - - x.._ .► _ . _ w - ..y_... ���� � . c si _, racy r s►.'.-..►. - _... L_: Yr .=_u......�. - - -- ,....,_ ....' .._ ,---- r. , -- _ .... _ _.__ _rte- "-- - .- 1r.__ -. ___ _._ _.___ ..__._r Y�C y - �_r,,w K_._.. 1 t _. _ __. '._..._ !_ ..� . __ ,....... _ _ ^ = c,� •__ ._._. _ .•-� _ _._ . _..._ .__ ..- __..._� _._ .. - _ ...._. - f _. -::� -� - %-_ } ' .""•.._......_ � n '--`- - ..,...•._ ___,,. . »..- ....._.... ..- ..__,.., ,./ �^ , - _..`. .,r..- _,+.'r /;yam•^ 'S� ; -""c. .s'_.- Jt�t.rx,:%++.- '. ___.« ._...v.. . -I-- rte-, ....w---, - ..�,.. .•.-_ _+. ti v �.�.`- .....�..__.-.- ..._... -.. ._........•,_. -... ... -...._ - - •.,'.. _...- -•_- .... ...._.. tJ -. _•.,....._ ^-••� .e- "~~'_". -. r.'_,.° _-, �......_.+- ...... �. -' :_.._.-..:Z-_...a. «..r.r...•- ..�. -.r .�.w. : - .- ....�..._.... �_.....w_._. , �, L 7_4` v_`a '.._w- i"', -" t l _ _ _..-.. -, .....r» ,- -..".. � ...-.. .... .._.. r„__.-___.- ..._.__."'•--- �... _._....�.._._ ... �.-v .._.�_.��..... �.. - ._.__..._....... ....'_. ,_._..._.'.. _ ._ .r;z..� cw:. _..::csusxr - c.7or.:+c...anc. .rrv,.: .,.. .,.._...... -.•-_ ...,...._».. -.-. `3�rw...._.... - --+_„w !,! ..•+`� -' • ...,. `'ram• ,�+ ...,' -•.._ ..._. -•- _....w ,,,.,r,,, mow..`_-. -1',YIiYO,..w _ , _ ^-- _ - _`�- .:. .�..` _ _ ^t"'.C�ae ...Jt++_'_wa'.. ._.r.w- "a.r'._ ..._,...._- •.+ -,r_ �, r..,� f-'y �'" ." ••... .. .__...+ ...... _ ,_.... -. .+.. ..+.�.._ . ,.:. r•._.._� .____. _ ✓ _.l�{ �w M. _- •^_�' '.'•t ..*. :_+ ." '__• -.,_ - .- ... - ^.+ - .. -.•.. w..._.- .X•- - ""'.'.'- .- '_�.•_� .•:h,.,` �y '_- -� «... � t, /.....-_ _•._..._ ...'.....-_ w_..._• �(.�r- \ r--^ i I� ,,,,,- .. _" -N. _'•_' � _..-.� - . . fib 1 •.,.. -. { +� f __ -__ F_ ___ - ...- __ .--- - _,, ���-:-� -- - --- I- -(f.,,,-- . ___ ____ ___ ___\'\\)l L , ."..., / "\\ .---", // , " \ i .o C) /' _ ` '`" ---- '- -•-- -- --j •t •� p (.r t r • t-- (�'j 1'-� s r { �. > I / - ",10 t V C' P , E i .i _ ..� € X i 1:_t1 +� _ I i i " I.._ ..I t .r.. r. __.._„ ,,..._.on. C1 J`� i V ( Y V . \ �� Lw.. S i V T 1♦ J : lb+ ? !•;J• �'"i. f �J ttA !S T t» '..) M ��¢¢ + r° v \-/ "`.•.- . 1 t I � �2 "' A L I � � ' tY •�1 i Y ri s � f � � w, !l a g ac -..... � �sa�y., t .. �.i . � Ail ; 41 8 I >. \ t I I I S' -,c . :� SIT• h 11 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL CAUTION I WORKING DAYS BEFORE YOU DIG IT'S THE LAW I LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ;. SHOWN ON THIS PLAN ARE BASED UPON ABOVE rr, 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 I ABOVE GROUND EVIDENCE OR-FOR WHICH NO ABOVE I GROUND EVIDENCE WAS OBSERVED. THE EXACT 1-800-382-5544 LOCATIONS OF SAID EXISTING UNDERGROUND CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 1-800-428-5200 PRIOR TO ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF INDIANA - - ____ - - __ __ __ - - - ___ __ __ - - - - - - ___ - - ___ - - - ---6 - __ __ _____ - - ___ 7 C 0 y7 d •C 0 0 N C 0 .ce -Z v . Ln W W LLJ z Z W z 0 O Q Q 1-- z Ul 0 ! 0 u, Z =) z W LL F- Q Z > W w ce. N ^� :3 ,•r- ` Y.. ,) W U- zztn 3: Q () gg30 ©© 0000 O a LO rl-. "I QZ-0 , ` ■� Q try a= :E p M U Z x w- vJ U_ •Cl ce __J (.D � a0 CN Q `o 0 Z � :: 5--" � Q � � 0 ZV_ M 5_; L C fr B C W t ." r 4J s L Q Cl) O O ,v- W M � w E---i M ttt1.J (/) 0.. o oc o �- ..-.J Q. LLJ L i Q �z C.'3 M � � z -, Q Ld o -- 0 � :E cr-, � C) Cr. = Q , 1.. 4.._ E---, L! U 0 � Q4 - cf) o= 0 CK_ Cr 0 O z W ` � n 1 ..J Q1.4 ro O r W C FIED 8 A IMIift ! ���' ! /,( .. . - ., ;` p�•- 0 S rS *,* :*'.c � ` • l f O i i 1 + - `_ 0 a PE 100,0126 ' - = • _ .-. � a _ .r' = t7- 0 a' �O • STAT� F � ° r . , . , .fia "� , / // /V n, ,,, � .� i I { 1 � , . \%" / / // o L_ �.\\ / �1`t 0 �i Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: i' = 40' Sheet C401 Date 07-31-07 Project Number 099399 -20200 7 PRE FABRICATED BAG NON WOVEN FILTER FABRIC PAVEMENT INLET PRE FABRICATED BAG NON WOVEN FILTER FABRIC CHAIRBACK CURB INLET ROLL CURB INLET MAINTENANCE NOTES TED BAG FII TFR FABRIC` 1. BAGS SHALL BE INSPECTED AFTER EVERY STORM EVENT AND WEEKLY TO MAKE SURE THEY ARE IN PROPER WORKING CONDITION. 2• SEDIMENT SHOULD BE REMOVED AND RETURNED TO PLACE OF ORIGIN AFTER EVERY STORM EVENT. 3. USE CARE WHEN REMOVING SEDIMENT FILLED BAGS TO PREVENT DROPPING INTO STORM STRUCTURE. DO NOT DUMP SEDIMENT INTO STORM STRUCTURE. EC -24 I NO SCALE INLET SILT BARRIER :zzz=z==z=zz=z= CULVERT FLOW RIP d50 PLAN VIEW RAP = 8" 2- #8 CRUSHED STONE 3:1 ----I I I— CRUSHED STONE 4-1 o'< PIPE CULVERT i I FLOW RIP RAP d50 = 8 "-�.3 2" #8 CRUSHED STONE----' END VIEW END SECTION \ � ` [NO OVERFALL r t CC. s l � 7 1. ��.• -� 777 ,. � r\����('y�"�` � 3c.:a% J. Z:: ` MINIMUM CROSS- SECTION CONCRETE END SECTION RIPRAP DETAIL (LOWER INVERT) CV �O NO SCALE 3' DIAMETER 3' HIGH ANCHOR TO GRATE 6 "x6' 10/10 GAUGE WIRE NON WOVEN FILTER FABRIC -.--YARD CASTING J4 GAGE WIRE GRASS SILT PROTECTION FOR DITCH GRATE (NEENAH R -4342) CASTINGS. TUCK FILTER FABRIC OR EQUIVALENT UNDER CASTING MAINTENANCE 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT AND STABILIZE. YARD GRATE SILT BARRIER EC -8A I No SCALE Q� \i ^ �.43y�•Cu[' -V• . n- �. &<C) � -Cif• O o..�v cv.n u''•�.iaa n.oe °.� ,; ° : <�r° ; � � ::a '•" =`� �, ?. , :moo �° �� :bi Yr #2 STONE V °G,G ..r� -u. - WSJ'' nn•p00_o'a OG,o°�cG cJ .Q - u aV �• ��i .ar .Y.` a 'J ,•Vn •4u G4. •d uL C' ��- _ J.0 GV `aar oV ri• °<!� ° - °n• _o .4. 4. °. °a�- "�• o. o.�u -�a y, o° °o G hoc. -• `y�•°4C.0 •[u'- +y °�"4.0i °`��O•��- �.�..n ,��, <.� •QG �A ?" .�o •o•j ooa. �'al - • .-. [. -. 'a t:.-. atl[< c.�`�• � �. J.+ ":_ -t •. giaa 9 -p•°o� ` Pu U +5 :, � ° Ca 4 L, � ':. f.. s •r _ O <i <4: O_��aV Cl OG•CP. o��� a� G♦ p� aC- "i •JCS t ?. •� 4ti G O •`... J;" °•J•O °OO '�[ Ok��C •SS•L•Cp�(l 0•J,"JC• O)lf• ' G..- <C.'�= s•°'• °G• b[' °�0 °'��4vq.�p�4�••b� pop a0 �, j%�co co, �: G. cy�. �•� u,��,` °n oao�oo��µ Q'a oc Gr �o °o•: off �b a °x °�EQ o[c: ;o ± =c. a., oo� Go .: P °- o�,v °' �Q °o:•' °o.'7w <K ;[ ,k ). a �• Od uc�JV �`• `''°' °v1�fJ °[] o° 04 aAo 4. �, °ca`J�, -°o o. °O,- Ou ipb•4•U�P u s[' -Ou C.o Ara + j • � " �. 4 V G f' • G r , O � CJ u V 1 . • Gy G P �i • . ° • CJ V 'd ° G• :C °ia ��'^�• o.: �. oc,` � °[:? oo. o•..- -n a°�•O�. "o �Ua opo 9 , ° O, •G0 4 U LS•P. no .P °•�i- G -CjV OO V °� ^^ a•u•C.)JC c•U -U -•o• i•� <?OG�C - -p4V °iii po .0 OQ o•�C✓" �•4 C.(j� - Ca�6V a O� oo,-� O "�. •U,a pO• •� +u p• far °a °• � - '40ap0 oV °•0o•° °�QY .9y °, no.a UA tl° o- •O eo.j Op° o o• •fl ;oa 0 GEOTEXTILE FABRIC TO STABILIZE „ ° o ' °• "" • °'° ` FOUNDATION (ESPECIALLY IMPORTANT 6" M '�;r��a." °.,� ° "• ��'- I�•tl� ee •c0�uar•� �� WHERE WETNESS IS ANTICIPATED) N. TEMPORARY CONSTRUCTION ��_,,, ENTRANCE �v ou NO SCALE --------------- PIPE CULVERT FLOW PLAN VIEW RIP RAP d50 = 8" 2" #8 CRUSHED STONE 3:1 DIA. 3:1 VARIES \ �� j ` ` ` RIP RAPS -1 `� 2 #8 CRUSHED STONE d50 80 te L >� 3 x DIA. (MINIMUM) fj`1 0- fff\so,, ENE PIPE I CULVERT FLOW Go Y' i� RIP RAP d50 = 8" 2" #8 CRUSHED STONE END VIEW 3' MINIMUM CROSS- SECTION CONCRETE END SECTION RIPRAP DETAIL (UPPER INVERT) EC -16A NO SCALE STEP 1: EXCAVATE A 6' X 4' DEEP TRENCH — 6' STEP 3: 4' PLAN STEP 2: FASTEN FABRIC TO STAKES AND BURY 2" X 2' BOTTOM 8* INTO THE TRENCH STAKES NON —WOVEN HEAVY DUTY FABRIC DRIVE STAKES IN TRENCH TO ATTATCH SILT FENCE STEP 4: SILT FENCE SOIL- SEC110N NON —WOVEN HEAVY DUTY FABRIC 2" x 2" STAKE 2.5' MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR 1S CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE SILT FENCE BARRIER INSTALLATION EC -2 NO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA GROUND_ BERM AROUND PERIMETER SURFACE 12" MIN. 12�MIIN. ,- COMPACTED EMBANKMENT 2' MIN. MATERIAL T1P. 15'x15' MIN. OR AS REQUIRED TO CONTAIN WASTE CONCRETE 3:1 OR FLATTER SIDE SLOPES ON TE• 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTE CONCRETE. 4. AT THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT AREA DETAIL EC-33 NO SCALE 0 0 N 0 •y 0 O N w w Z z LU z o 0 a Q z oU w 0 LU �Qz w z> �ae gce LU I.- _J 'On H n• h W W > Z Z y QUggc�O co o0 L0 N v � � QQG� O Z ^ (D �Q ^.� � p Cf) U =?Q a) Q�LL_ a CN `o aU ' t� �QCOw o -- z" M v C '- c W ©© 0 tj s i Q Cf) CD Z Q �- C/) UJ i t 1.1 C1+ J W LLJ Q Cl. LJ W J � 0 � � Q w 0 U Q &-_1 wv z CL o a) O cc Z z v 1 LU i0 O o `- M ERTIFIED B i�Z tee. o o PE 1000120 =_ o • 0. STATE OF Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1' = NA' Sheet C402 Date 07 -31-07 Project Number 099399 -20200 CONSTRUCTION / STORMWATER POLLUTION PREVENTION PLAN ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A) Al PLAN INDEX SHOWING LOCATIONS OF REQUIRED ITEMS: SEE COVER SHEET A2 11X17 PLAN SHOWING SITE, BUILDINGS, PARKING LOTS, STREETS: PLEASE SEE SHEET INCLUDED WITH THE SUBMITTAL A3 NARRATIVE DESCRIBING PROJECT NATURE AND PURPOSE: THE OPUS CORPORATION IS PROPOSING TO CONSTRUCT A NEW DRIVE ENTRANCE AND PARKING IMPROVEMENTS FOR THE EXISTING OFFICE BUILDING. IMPROVEMENTS INCLUDE A RIGHT -IN / LIGHT ENTRANCE AT THE NORTHERN PROPERTY LINE AND ADDITIONAL PARKING TO BE CONSTRUCTED SOUTH OT THE EXISTING BUILDING. NEW STORM STRUCTURES AND PIPES WILL BE CONSTRUCTED FOR THE NEW PARKING AREAS. THE EXISTING DETENTION BASIN IS DESIGNED TO ACCOMMODATE THESE NEWLY DEVELOPED AREAS. A4 VICINITY MAP SHOWING PROJECT LOCATION: SEE SHEET C100 A5 LEGAL DESCRIPTION OF THE PROJECT SITE: SEE SHEET C100 FOR THE LEGAL DESCRIPTION. LONGITUDE 89' 9' 23" W LATITUDE 39' 58' 22" N A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS: SEE SHEETS C201. A7 HYDROLOGIC UNIT CODE: 05120201090040 WHITE RIVER - CARMEL CREEK A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS: NONE. A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: STORM WATER IS COLLECTED AND ROUTED TO THE EXISTING DETENTION BASIN. THE DETENTION BASIN DISCHARGES TO THE AN EXISTING SWALE. THE EXISTING SWALE FLOWS TO THE SOUTH END OF PROPERTY WHERE THE STORMWATER UTIMATELY DISCHARGES THROUGH 2- 21" CULVERTS UNDER 126th STREET. SEE SHEETS C501 FOR THE EXTENTS OF THE STORMWATER MANAGEMENT PLAN COMPONENTS. A10 LOCATION & NAME OF ALL WETLANDS. LAKES & WATER COURSES ON AND ADJACENT TO THE SITE: SEE SHEET C100 All IDENTIFY ALL RECEIVING WATERS: THE SITE DRAINS SOUTH TO THE WHITE RIVER CARMEL CREEK WATERSHEED. Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUNDWATER: NONE A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES: SEE SHEET C100 A14 PRE - CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE: PRE - DEVELOPED = 2.35 cfs POST - DEVELOPED = 2.35 cfs A15 ADJACENT LAND UST_, INCLUDING UPSTREAM WATERSHED: NORTH B -2, WEST - 82 & US31 OVERLAY SOUTH B2 & 126th STREET, EAST - OM /M /MF A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C401 A17 IDENTIFICATION OF R-ISTING VEGETATIVE COVER: SEE SHEETS C101 A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS: SEE SHEET C100 A19 LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEETS C501 A20 PLAN FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: THERE ARE MINOR OFF -SITE CONSTRUCTION ACTIVITIES INCLUDING CONNECTIONS TO EXISTING PEDISTRIAN PATHS. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND/OR DISPOSAL AREAS: SEE SHEETS C401 A22 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE SHEETS C101 A23 PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE SHEETS C301 ASSESSMENT OF STORMWATER POLLUTION PREVENTION- PLAN-CONSTRUCTION COMPONENT (SECTION B) B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION INCLUDE DISTURBED SOILS, STORED MATERIALS AND FUELS, EQUIPMENT USED DURING CONSTRUCTION, MULCH, CONCRETE WASH -OUT AREA, TRASH FROM CONSTRUCTION, FERTILIZERS, PESTICIDES, AND HERBICIDES. EQUIPMENT AND FUEL WILL BE STORED IN A CENTRAL LOCATION AND THE CONTRACTOR SHALL INSTITUTE METHODS AND PROCEDURES TO PREVENT DISCHARGE OF POLLUTANTS. B2 _SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES: SEE SCHEDULE OF EROSION AND SEDIMENT CONTROL SEQUENCES ON THIS SHEET. B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C401 FOR LOCATION. SEE SHEET C402 FOR DETAILS. 84 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SEE SHEETS C401 B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEETS C401 B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C401. SEE SHEETS C402 FOR DETAILS. B7 RUNOFF CONTROL MEASURES: SEE SHEET C401 B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS: N/A B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: SEE SHEET C401 810 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR EAC STORMWATER QUALITY MEASURE: SEE SHEETS C401 AND ASSOCIATED EROSION CONTROL DETAILS ON SHEET C402. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SEE SHEETS C401 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON SHEET C403. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE SHEETS C401 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON SHEET C403. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: EXPECTED CONSTRUCTION MATERIALS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH -OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF -SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. THE CARMEL FIRE DEPARTMENT (317)571 -2600 OR 911, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE (800)- 233 -7745, SHALL BE NOTIFIED IMMEDIATELY FOR LARGER SPILLS OR LEAKS. THE NATIONAL RESPONSE CENTER (800)- 424 -8802 SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANOR WILL LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. IT IS IMPORTANT THAT ALL hANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED POLLUTION PREVENTION MEASURE: REFER TO MAINTENANCE GUIDELINES SHOWN FOR EACH EROSION CONTROL MEASURE - SEE SHEET C403. B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: N/A Erosion and Sediment Control Sequence 1. The NOI and contact information for the person with onsite responsibilities must be posted. 2. IDEM and the soil and water conservation must be notified witin 48 hours of commencing construction. 3. Assign an on -site person with the daily responsibility and authority to ensure that erosion /sediment control practices are installed according to this sequence schedule. 4. Contact Indiana Underground Planned Protection Systems, Inc. ( "Holey Moley") for underground Utility locations. (1- 800 - 382 -5544) 5. Before opening up the site, first evaluate, mark and protect important trees and associated root zones, uni ue areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as filter strips especially in perimeter areas). 6. Install an adequate and stable construction entrance / exit drive from the construction site to keep mud and sediment off public roads. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, vegetative cover, spray on adhesives or other approved methods. 7. Identify construction staging area, material storage area, concrete and masonry washout areas, dumpster area. Each area shall properly protected and delineated prior to construction. 8. First, silt fence must be constructed as shown on the plans before any land disturbing activities commence. A stable construction entrance must also be installed before construction traffic begins. Inlet protection devices must be installed around newly constructed storm structures, or existing structures which may be exposed to run -off w/ sedimentation. Disturbed areas must be graded and permanently seeded to prevent sediment loss during storm events. All proposed ditches /swales must be seeded as soon as they are excavated and graded. Once pavement is installed, contractor must remove the inlet protection and install a piece of filter fabric under the casting to collect any sediment carried in the parking lot. 9. Start mass earthwork including topsoil striping and stockpile. 10. Start building pads and roads. 11. As grading progresses, install silt fences, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained on -site. 12. Install the main runoff conveyance system with inlet and outlet protection devices to convey storm runoff through the site without creating gullies and to prevent damage to open channels. Sides of Swales, mounds and ponds to be seeded and mulched upon completion. Temporary seeding shall be required for all swales and disturbed areas that can not be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye grass, wheat or rye depending on time of year. Disturbed areas shall be kept to a minimum at all times. 13. As soon as the storm drain system is functional, install drain inlet protections, which trap sediment on -site in shallow pools while allowing high water flows to enter the system. 14. Install sanitary sewers and other utilities. 15. complete roadway grading followed by aggregate layers and curbing. 16. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion control plan. However, if weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -qap measure. Also stabilize (using temporary seeding /mulching or other suitable means) any disturbed area where active construction will not take place for 30 working days. 17. After construction and final grading, landscape and permanently stabilize all disturbed sites, including borrow and disposal areas. Also remove temporary runoff control structures and any unstable sediment around them, and vegetate those areas. 18. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. ASSESSMENT OF STORMWATER POLLUTION PREVENTION POST - CONSTRUCTION COMPONENT (SECTION C) C1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANT SOURCES POST CONSTRUCTION INCLUDE FERTILIZERS, HERBICIDES, PESTICIDES AND OTHER LAWN TREATMENT APPLICATIONS ALONG WITH ASSORTED FUELS, OILS AND LIQUIDS ASSOCIATED WITH VEHICULAR TRAFFIC THROUGHOUT THE DEVELOPED SITE. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: THE STORMWATER QUALITY MEASURE IMPLEMENTATION SHALL BE BEGIN AFTER SUBSTANTIAL COMPLETION OF THE CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT. ADDITIONAL STORMWATER QUALITY MEASURES WILL BE IMPLEMENTED AT THE DEVELOPMENT OF SUBSEQUENT CONSTRUCTION PHASES. FOLLOWING CONSTRUCTION, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED UNTIL ALL PERMANENT MEASURES AND VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION, INCLUDING LANDSCAPING, IS COMPLETE. INDIVIDUAL EROSION CONTROL MEASURES MAY BE REMOVED FROM INLET PROTECTION STATUS FOLLOWING SEEDING ANO AFTER SUFFICIENT VEGETATION HAS BEEN ESTABLISHED IN AN AREA TO PREVENT SILT AND SOIL EROSION INTO THE STORM SEWER SYSTEM. INSPECTION AND MAINTENANCE OF ALL COMMON AREAS, LANDSCAPE AREAS AND INFRASTRUCTURE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER /OWNER AND OR LOCAL AGENCIES TAKING JURISDICTION OVER THE INFRASTRUCTURE IMPROVEMENTS. C3 DESCRIPTION OF PROOSED_PO_ ST CONSTRUCTION _STORMWATER QUALITY MEASURES: POST CONSTRUCTION STORMWATER QUALITY MEASURES TO AID IN REDUCING THE AMOUNT OF POLLUTANTS INCLUDE GRASS FILTER STRIPS, MULCH AREAS, LANDSCAPING MATERIAL, CONSTRUCTION OF A WET POND AND STORMWATER VORTECHNICS UNIT FOR WATER QUALITY TREATMENT. POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL CONSIST OF VEGETATIVE COVER ON THE PERMANENT GRASS AREAS. THE VEGETATIVE COVER IS INTENDED TO STABILIZE THE DISTURBED AREAS AND TO SERVE AS A SEDIMENT TRAP FOR FINER PARTICLES WITHIN THE STORM SEWER SYSTEM. ALTHOUGH NOT CURRENTLY A PART OF THE PROPOSED SYSTEM, THE OWNER SHOULD BE AWARE THAT IF ANY EXCESS POLLUTANTS ARE FOUND LEAVING THE SITE, ADDITIONAL MEASURES SUCH AS INLET DROP IN FILTERS MAY BE REQUIRED IN THE FUTURE TO FURTHER REDUCE THE AMOUNT OF FINES AND PETROLEUM PRODUCTS ENTERING THE STORM SEWER SYSTEM FROM THE PARKING LOT AND ROADWAY SYSTEM. C4 LOCATION DIMENSIONS SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: THE STORMWATER QUALITY MEASURES FOR POST CONSTRUCTION ACTIVITIES ARE INDICATED IN ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES NOTES ON THIS SHEET. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES: BUILDING AND GROUNDS PERSONNEL WILL PROVIDE MAINTENANCE ACTIVITIES FOR THE POST CONSTRUCTION WATER QUALITY MEASURES. MAINTENANCE ACTIVITIES WILL BE COMPLETED AS DESCRIBED BELOW. ALL INLET CASTINGS WILL BE INSPECTED MONTHLY. DEBRIS AND TRASH AROUND OR OBSTRUCTING INLETS WILL BE REMOVED. GRASS AREAS SURROUNDING INLETS WILL BE MAINTAINED ON A REGULAR MOWING CYCLE. TRASH AND DEBRIS WILL BE REMOVED FROM SEEDED AND PAVED AREAS. DAMAGE TO INLET CASTINGS, INLET STRUCTURES, STORM STRUCTURES, OR CATCH BASINS SHOULD BE REPAIRED AS SOON AS POSSIBLE. IMPLEMENTATION AND MAINTENANCE PROCEDURE PART 1 - EXECUTION 1.1 AT BEGINNING OF SITE WORK A. Prior to general stripping topsoil and excavating, install silt fence where indicated. B. Construct erosion control devices where indicated on drawings during rough grading as grading progresses. C. Topsoil must be present to ensure growth. D. Temporarily seed basin slopes, topsoil stockpiles, and areas disturbed by construction. 1. Seeding times and rates: a. May 15 to September 15; Annual Rye grass at 40 lbs. /acre. b. August 15 to November 15; Rye (grain) or wheat at 2 bushels /acre. c. March 1 to May 15; Oats at 3 bushels /acre. 2. Fertilizer: Commercial analysis 12/12/12 applied at a rate of 600# /acre. a. Apply lime to raise PH to the level needed for species being seeded. b. Work fertilizer and lime into the soil to a depth of 2 -3 IN. 3. All Hydroseeding shall be in accordance with the preceding requirements. 4. Reseed as required until good stand of grass is achieved. 1.2 DURING CONSTRUCTION PERIOD A Maintain basins, dikes, traps, stone filters, silt fences, etc. B. Inspect regularly especially after rainstorms. C. Repair or replace damaged or missing items. D. After rough grading, sow temporary grass cover over exposed earth areas not draining into a protected device. E. Construct inlets as soon as possible. 1. Install silt fence or straw bale barriers or 1/2" slotted barrel at each new inlet, as necessary to control erosion. F. Provide necessary swales and dikes to direct water towards a protected device. G. Do not disturb existing vegetation (grass and trees) outside limits of construction. H. Remove sediment from behind silt fences when sediment reaches one - fourth fabric height. I. Topsoil and fine grade slopes and swales, etc. Seed and mulch as soon as possible in areas as they become ready. 1.3 NEAR COMPLETION OF CONSTRUCTION A Eliminate erosion control devices except inlet protection. B. Grade to finished or existing grades. C. Fine grade remaining earth areas disturbed by construction activities. D. Topsoil must be a minimum of 4" to ensure growth. F. Permanent seed: March 1 to May 15 and August 10 to October 15. (Dates may vary at discretion of Landscape Architect depending on weather conditions.) G. Soil Preparation. 1. Soil surface must be free of rocks, debris, and other foreign materials. 2. Soils must have proper moisture control to assure proper germination and growth. 3. Soil surface must be compacted to a depth of at least 6 inches. 4. Soil preparation depends on soil conditions at time of seeding. Various tools may be necessary to achieve surface finish. 5. Surface of soil shall be level and large voids eliminated to applying fertilizer, lime and seed. H. Applying fertilizer, lime and seed. 1. Work fertilizer and lime into soil to a depth of 2 - 3 inches. 2. Apply seed carefully and cover seed with 1/4 inch soil, apply seed carefully and avoid covering seed more than 1/4 inch. 3. Apply mulch at rate of 2 tons per acre following seeding. 4. Water as necessary to ensure adequate moisture for germination and growth. 5. Reseed as necessary until a good stand of grass is achieved. I. Products 1. Fertilizer: Commercial analysis 12/12/12 or equivalent applied at a rate of 600 pounds per acre. 2. Lime: Apply agricultural lime to raise PH to the level needed for species being seeded. Soil test may be required to determine rate. 3. Swales /Slopes: Blended mixture of seed shall be applied at the rate of 110 pounds per Acre. The mix shall consist of 40 pounds Mustang turf-type Tall Fescue, 30 pounds Banff or Wabash Kentucky Bluegrass, 30 4. Graded areas adjacent to pavement: Blended mixture of seed shall be applied at a rate of 90 pounds per acre. The mixture shall consist of 35 pounds Mustang turf-type Tall Fescue, 30 pounds Fiesta Perennial. 5. Apply mulch straw at rate of 2 tons per acres immediately after seeding. The straw must be evenly distributed loosely over the entire area. "Slabs" of straw must be redistributed or it will kill young seedlings. On large open areas the mulch must be secured to soil by a tack or mechanical means to prevent wind action on mulch. 2.1 MAINTENANCE A Reseed all areas that don't take. B. Apply a maintenance fertilizer ( *) within 6 months of acquiring a good stand. C. Avoid traffic on area until area is well protected and stable. D. Water as necessary to ensure adequate growth and development. *Maintenance fertilizer - apply 200 Ibs of 12 -12 -12 or equivalent. SEASONAL SOIL PROTECTION CHART ------ - - - - -- -- - -- -- - -- -- - -- - - - - -- - -- -- - -- -- Stabilization Practice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT. NOV DEC ------ - - - - -- -- - -- -- - -- -- - -- - - - - -- - -- -- - -- -- Permanent I,,///11/// * /I/ Seeding ------ - - - - -- -- - -- -- - -- ----------------.--- ----.- -_ -- Dormant g g Seeding Temporary L�=�1141111pl*�- Seeding - - - - - - -- - -- - -- -- - --I--- -- ---.-------------- Sodding ------ - - - - -- -- - -- -- - -- -- --- -- -- --- -- - -- -- Mulching - A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D =WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYE GRASS 40 Ibs /acre. (1 lb/1000 sq. ft.) F =SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. Land Disturbing Activities TENTATIVE SCHEDULE 0 :P A START DATE DURATION (WEEKS) Pre - construction actions 09 -01 -07 1 Construction access 09 -10 -07 1 Site Clearing and Grubbing 09 -17 -07 1 Stripping Topsoil 09 -24 -07 1 Rough Grading 10 -01 -07 1 Utility Excavation 10 -08 -07 1 Finish Grading 10 -15 -07 1 Topsoil Replacement 10 -22 -07 1 Landscaping 10 -29 -07 2 ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES CONSTRUCTION VEHICLES AND EQUIPMENT POLLUTION PREVENTION MEASURES DESCRIPTION AND PURPOSE VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT FUEL SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF SOILS AND STORMWATER. THIS CAN BE ACCOMPLISHED BY USING OFFSITE FACILITIES, FUELING IN DESIGNATED ONSITE AREAS ONLY, ENCLOSING OR COVERING STORED MATERIAL, UTILIZING SPILL CONTROLS, AND TRAINING EMPLOYEES AND SUBCONTRACTORS IN PROPER FUELING PROCEDURES. SUITABLE APPLICATIONS THESE PROCEDURES ARE APPLICABLE FOR ALL CONSTRUCTION PROJECTS WHERE AN ONSITE STAGING YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE OF HEAVY CONSTRUCTION EQUIPMENT AND VEHICLES. VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE PERFORMED ONSITE WHEN IT IS IMPRACTICAL TO SEND THEM OFFSITE FOR MAINTENANCE AND REPAIR. TRANSPORTING VEHICLES AND EQUIPMENT OFFSITE SHOULD BE DONE ONLY AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. VEHICLE STORAGE AND EQUIPMENT MAINTENANCE PROVIDES FOR A POTENTIALLY SIGNIFICANT SOURCE OF STORMWATER POLLUTION. ONSITE ACTIVITIES THAT CAN CONTAMINATE STORMWATER INCLUDE GENERAL MAINTENANCE SUCH AS CHANGING OR REPLACEMENT OF FLUIDS AND FILTERS, ENGINE REPAIR AND SERVICE, AND OUTDOOR EQUIPMENT STORAGE OR PARKING (FROM SOURCES SUCH AS THE ENGINE, OIL, FUEL, OR HYDRAULIC FLUID LEAKS). IMPLEMENTATION IF MAINTENANCE MUST OCCUR ONSITE, WORK SHOULD BE DONE ONLY IN DESIGNATED AREAS LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED MAINTENANCE AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF. THE MAINTENANCE AREA SHOULD BE LOCATED AT LEAST 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. STORE AN ADEQUATE AMOUNT OF SPILL CLEANUP MATERIALS ONSITE WHERE THEY CAN BE READILY ACCESSIBLE. DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT MAINTENANCE WORK THAT INVOLVES FLUIDS, UNLESS THE MAINTENANCE WORK IS PERFORMED OVER AN IMPERMEABLE SURFACE WITHIN THE DEDICATED MAINTENANCE AREA USE ABSORBENT MATERIALS ON SMALL SPILL AREAS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF THEM PROPERLY. ALL FUELING TRUCKS AND FUELING AREAS SHALL HAVE SPILL KITS AND /OR USE OTHER ADEQUATE SPILL PROTECTION DEVICES. KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD -UP OF OIL, GREASE OR SILT MATERIALS THAT MAY CONTAMINATE OTHER PORTIONS OF THE SITE. EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED IN PROPER MAINTENANCE AND SPILL MEDIATION PROCEDURES. PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEANUP MATERIALS PER LOCAL AND STATE LAWS. SEPARATE AND RECYCLE WASTES SUCH AS GREASES, USED OIL, HYDRAULIC FLUID, OIL FILTERS, ANTIFREEZE, CLEANING SOLVENTS, BATTERIES, AND TRANSMISSION FLUIDS. IF THESE MATERIALS ARE STORED ONSITE, PROVIDE ADEQUATE SECONDARY CONTAINMENT AND COVERS. DO NOT PLACE USED OIL IN AN UNAPPROVED DUMPSTER, POUR INTO A STORM DRAIN OR WATERCOURSE, OR POUR ONTO THE GROUND. DO NOT BURY OR BURN USED TIRES. PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO CONTAIN SPILLS. NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE FUELING OPERATOR AT ALL TIMES. FEDERAL, STATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE GROUND STORAGE TANKS. THE USE OF OFFSITE FUELING STATIONS IS ENCOURAGED WHENEVER FEASIBLE. THESE FACILITIES ARE EQUIPPED TO HANDLE FUELING AND SPILLS PROPERLY. PERFORMING THIS WORK OFFSITE MAY BE MORE ECONOMICAL BY ELIMINATING THE NEED FOR A SEPARATE DESIGNATED FUELING AREA AND CONTAINMENT MEASURES ONSTTE. DISCOURAGE EMPLOYEES FROM "TOPPING -OFF" FUEL TANKS TO PREVENT UNNECESSARY SPILLS. AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE. TRANSPORT THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION AND SPILL CONTAINMENT MATERIALS ARE LOCATED. INSPECTION AND MAINTENANCE VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR EQUIPMENT REMOVED FROM THE PROJECT SITE FOR REPAIR. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PERSONNEL KNOW THEIR STORAGE LOCATION. IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP MATERIALS ACCORDING TO LOCAL AND STATE LAWS. MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND REPLACE ANY CONTAINERS FOUND TO BE DEFECTIVE. INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY REPAIR OR REPLACE FAULTY COMPONENTS. DEWATERING SEDIMENT LADEN WATER SHALL NOT BE PUMPED TO STORM SEWER OUTLETS OR NATURAL DRAINAGE WAYS. DISPOSAL SHALL BE CONFINED TO AREAS NOT SUBJECT TO SHEET FLOW RUNOFF WHERE THE EFFLUENT CAN BE DRIED OUT. THIS RESTRICTION SHALL APPLY TO AREAS WHERE LIME STABILIZATION HAS BEEN IMPLEMENTED. TOXIC WASTE MATERIALS INSURE THAT TOXIC LIQUID WASTES SUCH AS USED OILS, SOLVENTS, AND PAINTS AND CHEMICALS SUCH AS ACIDS, PESTICIDES, ADDITIVES, AND CURING COMPOUNDS ARE NOT DISPOSED OF IN DUMPSTERS DESIGNATED FOR CONSTRUCTION DEBRIS BUT ARE PROPERLY DISPOSED OF ACCORDING TO LOCAL AND STATE LAWS. 0A 199919903991202001cad1Engr1Cds1C403 .dwg, 7131/200711:52:55 AM, cwells, 1.1 SOLID WASTE MANAGEMENT AND COLLECTION. STORAGE. AND DISPOSAL OF MATERIALS DESCRIPTION AND PURPOSE SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT OR REDUCE THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS, ENSURING REGULAR DISPOSAL, AND TRAINING OF EMPLOYEES AND SUBCONTRACTORS. SUITABLE APPLICATIONS THIS PRACTICE IS APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING WASTES ARE GENERATED OR STORED: SOLID WASTE GENERATED FROM DEMOLITION ACTIVITIES SUCH AS TREES OR SHRUBS, DEMOLITION OF EXISTING STRUCTURES, AND NEW BUILDING CONSTRUCTION MATERIALS INCLUDING CONCRETE, MASONRY, WOOD, METAL, GLASS, RUBBER, STYROFOAM, PAPER, PLASTIC, PIPE, ELECTRICAL COMPONENTS, AND PACKAGING MATERIALS. DOMESTIC WASTES INCLUDE: FOOD CONTAINERS, BEVERAGE CONTAINERS, COFFEE CUPS, PAPER BAGS, PLASTIC WRAPPERS, STYROFOAM, AND CIGARETTE FILTERS. CONSTRUCTION WASTES INCLUDING BRICK, MORTAR, TIMBER, STEEL AND METAL SCRAPS, PIPE AND ELECTRICAL CUTTINGS, NONHAZARDOUS EQUIPMENT PARTS, AND STYROFOAM. IMPLEMENTATION THE FOLLOWING STEPS WILL AID IN KEEPING THE SITE CLEAN AND REDUCE THE POTENTIAL FOR STORMWATER POLLUTION: SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE THAT IS DOWNSTREAM FROM THE STORMWATER COLLECTION SYSTEM AND AT LEAST 50 FEET AWAY FROM ALL WATERWAYS AND FLOOD PLAINS. INFORM THE TRASH- HAULING CONTRACTOR THAT ONLY WATERTIGHT DUMPSTERS FOR ONSITE USE WILL BE ACCEPTED. INSPECT DUMPSTERS WHEN THEY REACH THE SITE FOR LEAKS. REJECT ANY DUMPSTER THAT IS NOT WATERTIGHT OR IS DEFECTIVE. PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS TO KEEP RAINWATER OUT AND TO PREVENT LOSS OF MATERIALS DUE TO WINDY CONDITIONS. ALLOW FOR ADDITIONAL DUMPSTERS OR MORE FREQUENT PICKUPS DURING THE DEMOLITION PHASE OF CONSTRUCTION TO INSURE TRASH MATERIALS DO NOT GET STORED ON THE GROUND. HAVE SITE TRASH COLLECTED DAILY. DURING RAINY AND WINDY CONDITIONS IT MAY BE NECESSARY TO COLLECT TRASH MORE THAN ONCE A DAY. REMOVE SOLID WASTE MATERIALS PROMPTLY FROM THE SITE SINCE EROSION AND SEDIMENT CONTROL MEASURES TEND TO COLLECT TRASH WHICH HINDERS THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES. ARRANGE FOR REGULAR WASTE COLLECTION BEFORE DUMPSTERS OVERFLOW. DO NOT PILE MATERIAL ABOVE THE DUMPSTER SIDE OR ALLOW MATERIAL TO DRAPE OVER THE SIDES. DO NOT WASH OUT DUMPSTERS ON THE CONSTRUCTION SITE. DUMPSTER CLEANING SHOULD BE THE RESPONSIBILITY OF THE TRASH HAULING CONTRACTOR. LITTERING ON THE PROJECT SITE IS PROHIBITED. TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM LITTER AND DEBRIS SHOULD BE REMOVED FROM DRAINAGE GRATES, TRASH RACKS, AND DITCHES DAILY. TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS, FIELD TRAILER AREAS, AND AREAS UTILIZED FOR LUNCH AND BREAK PERIODS. DOMESTIC TRASH FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE SITE SHOULD BE COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A MINIMUM. DOMESTIC TRASH SHOULD BE COLLECTED FROM THE SITE REGARDLESS OF THE SOURCE. COLLECTED LITTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT TO THE STORMWATER DRAINAGE SYSTEMS OR WATERWAYS. DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN THE SOLID WASTE GENERATED BY THE PROJECT. DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME FULL AND THE CONTENTS DISPOSED OF BY THE TRASH HAULING CONTRACTOR. CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED FROM THE SITE WEEKLY OR MORE FREQUENTLY AS REQUIRED. THE CONTRACTOR SHOULD USE THEIR BEST JUDGMENT IN ANTICIPATING WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A PICKUP IN ADVANCE OF THE DUMPSTER BEING FULL TO PREVENT OVER TOPPING OF THE DUMPSTER OR PLACEMENT OF EXCESS MATERIAL ON THE GROUND. CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED IN AN ORDERLY MANNER AWAY FROM THE STORM DRAINAGE SYSTEM, WATERWAYS, AND FLOOD PLAIN. STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH THE USE OF BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR THROUGH THE USE OF MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER. SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO FLOODING OR PONDING. INSPECTION AND MAINTENANCE INSPECT AND VERIFY THAT ACTMTY -BASED PRACTICES ARE IN PLACE PRIOR TO THE START OF CONSTRUCTION IN THAT AREA. INSPECT EACH PRACTICE WEEKLY TO VERIFY IMPLEMENTATION. INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE MATERIALS ARE BEING DISPOSED OF PROPERLY. ARRANGE FOR REGULAR WASTE COLLECTION WITH A TRASH HAULING CONTRACTOR. CONCRETE AND MASONRY WASHOUT AREAS THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM CONCRETE AND MASONRY WASTES: DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES DESCRIBED, SUCH AS HANDLING OF CONCRETE WASTE AND WASHOUT AREAS WITH THE READY -MIX CONCRETE SUPPLIER BEFORE ANY DELIVERIES ARE MADE. DISCUSS MASONRY WASTE MANAGEMENT TECHNIQUES WITH THE MASONRY CONTRACTORS FOR THE CONTROL OF CEMENT MIXER WASHOUT AREAS. INCORPORATE REQUIREMENTS FOR CONCRETE AND MASONRY WASTE MANAGEMENT INTO MATERIAL SUPPLIER AND SUBCONTRACTOR AGREEMENTS. STORE DRY AND LIQUID MATERIALS IN A COVERED AREA AWAY FROM DRAINAGE AREAS. PREVENT MASONRY SAND STOCKPILE FROM WASHING INTO STREETS, STORM DRAINAGE SYSTEMS, AND WATERWAYS. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR MORTAR. PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION OF THE PROJECT DO NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR WATERWAYS. DO NOT ALLOW EXCESS CONCRETE OR MORTAR TO BE DUMPED ONSITE, EXCEPT IN DESIGNATED AREAS. FOR ONSITE WASHOUT AREAS: - LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATERWAYS. -DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A TEMPORARY PTT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. -WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE BROKEN UP, AND BE DISPOSED OF PROPERLY. -AVOID CREATING UNNECESSARY RUNOFF BY DRAINING WATER FROM THE WASHOUT AREA INTO A BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE. -DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE STREET OR STORM DRAIN SYSTEM. COLLECT AND RETURN SWEEPINGS TO AGGREGATE BASE STOCKPILE OR DISPOSE OF PROPERLY. a 0 :P A 16 0 0 W 'y -25 o N fy W w Z Z W Z Z o o Z w col 0 o (5 z W> Z W �zQ Z > � U �W V) r5ah he = _J O 0 Z 5.ZZy� � Q5g:s60 00 o °` L0 rl�' � r Q Q oo D. O Z ; Q. ::EC) -0 QZxU . Q � J � () 0r�' U CL N = t' Q 'o O N _Q q w 0 ^ Z � i QJ 91 - C V. .5 > W 0 0 in t 4) r V L Q CO O Z Q "- W M &--i � Q O ^4 Z CC Q) w J a- 0 M a Ld Q4 �Z cc 1:::� lZi Z _J Z Z < O � � � o U wQ E-4 U Z a_ 24 mi O r 0 M Cl) # O CD O CC W Z C/)n q �:D r7 - 3 f:1-4 to =) 0 V_ M CERTIFIED BY: 3 u�t F \ \ ' \ N, .... w w 9 "I a� *o xSTZ,QF� _ O 1 . Q. • o PE 10000126 i -as -- ; CC STATE OF ; v` %'09. % '� ••.NDIA�P�. _`,LN ��V�ss /o N Al w•ti� iiu"ui uuw Drown By: CDw Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1'�N1 A' -© Sheet C403 Date 07-31-07 Project Number 099399 -20200 a -4- _.- .._.__„_ -.- __ _...__.,...�..___ /� { � j f j �.... I �� i'� i" 11 : 5 _ I i 1~3 i� (� i s 4 ~i "`^` "- -.► „ �y�w. .__ `iii_,. ..�_y_ _.__ -- __.�_- r__w_.._.w_�._- �,____ -__ ..__ _....__----___-_ r_____-___._,_._._.»_ ....... _.____._._____-___-___-ww__ ... .____-. -_________.__.._-_.____.___'__-__.----____-__._____--___.___.___-_.-_, ti_ ._- ._.___._- _..__.___.__.__.___ _...� w._. _w_r~__._________�_..__��.»____ A._.._�_._----,.--------------------------------.------.-------.-..-�--. __..__ _ _--ii._. ��� -. -� ----- _,(Et� - .� - I ,/_ ^- /,-. -N -� t ' "1 i \� i, *- � ~•, rf - r` " I ti -\ I �_� \, f�� `� { �� T \ , ,` t • <,. , �. ' <i. 'y. �r r. ti s. H. ¢r - Y• «4' :a- "`• S� �A :. 'w ::.i.�a' �f. _...i�.i♦+1. ..a'- 1:f..+ _.. Y�. .,.....;a:l:." ii: ..,s',` r r'� -✓'`. i::. - Y �. .. n._.1 .n.r r-'•: �' :v'i.. . �:"•. _•. ..�. s.+• Zt i.i.t;.i^:'r- '•;t.a..ax Nr .F.•''i4.L: =burr .I✓,�..-L `- +.: -�._.. 'L ,-. a. �t: .`i - 77.... '4 XiVK:iri:: il:•+(r +�.d� •.f.�'`': tiv M iMi. ',.d4a:.i;:.$ 7. a`i• ".✓•.aa:>f+.Y.t:" >r...= ii.s•iiin'r� •++:' .,r .""% �`^.....""... ^"+'.:t """" "�.."r"""�•o``7 . �i"/'-.."".. wu.°'.+ e" s`• da• y° �awaw "�w•+o�.c.:.::s�y:sJav,�� -rLy. Y-• .,y,: ir.. ��:::: i-.: ...'iy.it,�.`= �•:i= ritn+'t1 srw� °'_V"`'�°"f.�+"`i�' y"�3"' '.�'.-' � v "l.� ",c`:� i.�" 'i!` 'ice ='�3'= '.S;u "'�. '� "'S. ✓ '_^:I� �. v � +�'-, � `- •', _ >- -'. ,a .+rt1.� })�(`.� s% V +I ..):"'°`' .�' V!a' ,j•_ r^..:..__s.; :.Sir.ta:ic.y:.Kv>t+.; �uvr�iii•+ ��Lauvw�7.: iwic +`+:::gLi3.,.•_.i"':""'::..i4. __//'^`� .r . I I". � `�..:;:�.,.,,i= _:;irc -�' r� '_"'_",x.67 +..T"`.4 1 11 ' �� vat' �� 0 < �` .._. �- - - �-� �----,__ _:_ �.____.::_-r _' �_ ..�.______J `�� �_It ''Ill I �' 4e .-11111111..., ............................................ r'I MONISM, 701 _i__- _ _ ._ I ° ,�• � IE 864.00 ��I-, I MOONS '! -.�` IE 865.00 MOONS 11-1 ti f: r.s'1.- � s. O � R o� �-'' } 'yam�> T °/r rr} 4 ! "t } `I ` f 1 )) !) �"' 1 ti. , I I t ;: Q r I I 1 +�-. ,� ra V ,,�- _ / t -._ ` t N : 'r'' .i t' .:.' cr :rl a't' irrl .f G ! I ( 71 C•r._ --i It ® /� ~� t � i � _ � �� F t"" �_` 1 i t ' 1,1 1 r _ : _- _______ i -_.. y i'....- ..w ` L ,,Ic S * f". U C�k 1. 4 �,,, .___ � M ._: t _ _�! +�� i ._ �� i -� tom:; I } &. a' f f, �, l i _, ., .--.A 4. .A... .. it .. I --- O r Y. } J �.r� t ./ #, I i i �-- i Ae"; • r • A-11 _.. _ _ _. � v 'i / / I I/ I - 11 I I _�� I I is [�� / �� ♦ I•+ n L.._. f M.�J f S 1� M1' .. j 1 + f'r ri I '__� i --� D i i, 'j ' y !, I ��( J �, .. +J t1 4 3 t TC 869.4 ,--` -i ''� .. , I� il ° 6 .20 _ �4, I 1\ BEC EC BEC BEC � BEC - EC BEC EC ' I ---- -__.1� 1 �., r �_ � . ._� �--• e i.r . 11 It 9�0 � \ s` "i,ill ... -���M _,� .»_ _ __.__...- - - - --» _ w.._ Y_" _.,.._...._._.__...__..,._ ..__.,.,,._._._,_,__,...._.._ -- __. -- } f �`y.< i�j �M' � °o . ,.r- , t _i �� "_, _ _ _- .�__.. _ ___ . _ .� ._ _ _ _.. .._ . �._ __��:_� I- -i s " { � � . = .�. . � :Ti Co I. \ - r_... _w:.•YV.:..', :Jr..c:. ..•artriG:u ..e.x:.:s- ^•- _.'r•.._�...... _i._... __.._y....- .7._..- �...__- - „a_.... _..�__ .._.._.I , �i � rn � I '�J NMOMN --- 1 4 . ---" 0 i I I •\ - � ~ ,, --• � , � t , :'1 ! '` ~�i I i I ! I I " r I I i tI I I •iii == , " ,I ? � w G /' 1 , ✓ _ .r'" 1 .nr�rr. Xr.;: z,l,.:�a ).. + , t . r r} 1� O fti O V ) it ° f:.....� ..� �.....� / `� � f- . "" _- .� t r; l:,'� i C.. I~, ,, i i i ! 1 i i; i l I ! I i' d ►� 1 / � \\ .+�,.,._ .rte .. .. , ._••"'r _\ � •� -� ...._ .._ _... _.- - .ai il i. \ - _;� -� lx .t_ j S . _`:� , ---':� -, i, . "A , -- _�, .� , . ,, > _,; ;o: \ ,\<-,�,; _\ 11 / ,iir, 11 I 0 1N ° i \'i �� ,."\ "Cw. ,``� �;:' `1.ti ..��F� a.rC1 `tf� /G/= c�ar.�� i 1 ! ; l i f 4� \ i f : I ',p�'�Aty` °"," Ti >s 707 c ® , ,�/-a -'�' , ;i ;14, , .c C, -_. 1 a`,, ...,�.,. ! ?`w 'T' '! S ! 1 ' ; F ~� r E ~j� \ ✓ j%, '� ,, �-� , � . ~- ' , .:. apt tf r ! I t i i t 1 : f � t I I I i ,f .M. __ �. ' s 1J �' ,'� -''� ` . �• ; 1 !i. �• `l •--.% J' .'i• 4 s ` 7 ' i t ! + t `• 1. t t t �. S :. TC 869.03 0. , ,,�- ,, .�,�' ,� �,�_ �.� \�- I a I; I ' r l i f , I i I E s .t ~t i 3 86 \ �' '\ i,/ `, .�`' `f�% �;,.r•t :� '�" �``� f' %',1� t 6.i �' i { ! ! ; I E c i i ; __. _ _ ` i I r t . ' ` iii + / i f f• ��" �. f t a_. r � + ( i { 1 E { v -¢ {� ` �G `4+�r .�' :- "N,, -�-�s y I r I r } ! i ; 1. I l 1 1 �r r1 M� 710 ' . -f t - ,, s :_ � _ _ �.. _ � _ --I �-- -'- _r -- --` ;- . __ _I i- k > • -..i -I _ . - _ -- -} -- - �..� --,- e i 1n '~ � I N 86 I 1�' I� .-' e ' � _-' tyr • \ ',t ,#a.�. �, 4 _ '' r: ! # 1 I I I ~ r± t I ! _ ! i I l� �� I } j _ ..� _ .._ Cl o _� ,, I ilA p ; p TC 869.25 \ \ rr \� -J`L '� f! -i L *yt r_.. f t I , I 3 a a i i ' ' A y I i { ! i' I t 1 t i I C 5 12 RCP @ 0 33/a -e 111 LF 8 P 0.2 c�`a - '� rf r f1 ,.�. ` ` �_ 6 4 ii \` " ,�.�/ t _i?, .?\ , ytrC•• ' � , ;} � t9 � � � I i I I i I 1 1 � � i t I ! + 'G" ......._ ..._., ..._ I t }) - �- +� ♦ ._ ._- ....._ ..._..._ __.•,_i. ,.._t_ ..._..iif ��, � K j i I 1 - S � { 4 i i 4, 1 4 i E { 1 I �t 11'. » 1t /' 'Y a 1 �{ i s' S; i i( i 1 . `� I S I ; ! i } 1 s } I I I i I t N tf 11 LF 12 RCP - �,�,: _� s� _.__ __ _..z. _.X��� _ - :._ ,�, :� ,tit. 1, I � ` 1 y ��� V 1 ti ,�� i I I f t l _t: i::,r:�Y.- :,� •.c..r.�.:.�s � - v...sJ/, `= '�z_►� ::/ ` i + i 1�~•Lw-.i 9;'� t' ! 7 I ` w,t'r• ._... __ .._.. _ i � II 703 _._.._._ _._. �.. Lt."` �`t._r -.1` "' i' 9J' n- TC 870.25 708 "� I w o . E 86 6 0 c .r - _. _.� o TC 8 9.5 4 LF 12 RC I � = 711 N M N 86 . 65.9 3 i �w ._._ _. _ _�, .._ _ � 1 9 o S 86 ♦ 65.9 @ 0.33 %, cr I l 1 t I i I } i t 1 i I I I I i I I ,. 'le f TC 868.93 S 6. -�'� �' I i ! I I I i I i 1 ( ' i I I I I I 1 I �' It- -- i I # 1 i I i I i I I i 1 1 1 I _� ' .,'� � I I I I ! I 5 1 i I i i t 1 i"�:,w.. , i "s ?r r I I I I i } s, i # i I i I i I l ( 1 i � ! I i ! i "'�� i , I 7 4 � I 't I I I 1 I ! I 1 I a i l I I ! I i 9 ';,_ %1 1 E I i 1 1 s' l 1 i # ``' I # I i i E i _`tom, -' v J� w-_. O /✓ I i I i S ! i t # ! C I I I I I I 1 �• 1 ► ` I i ! I 1 i l ; i 1 i i 1 I i 1 �I 1� , ° _ TC 86 .78 __ ,u �._ -� - - I _ _. I _ .� t_ --- _L __... ^ _�_. w __ -1 - ; - � --I- - �- _� _.� _ �. _r~ .. � w< _E __ ._.. _._ � � �.- � t � f . _� � �I _ - _� �-- _� -- __ t-- __ -�_ � � __ __ �� -. _� _ � i _ __ .�_ _ . �. y � -� � _. �; w~ � �._ w _� � � � .�. �. � -I__ � �_ -_ i I i # 1 I 1 i I I R I I I w I i I I � 4 .--•A, ., I ! I I I I I I I i I I � 1 i 1 ! I E •,,_ 69-" 18 RCP .28 a 8 4. 9 I_ G 706 i ► I I I t i # i 1 i � Ii i I i i # k ��;,.. ��� # ? E I i I i i I I � � i 't E i i I E 11� � a �_ E 8 4.79 t � g t =1 T r ! I 1 [r.11 s I I i i I 1 I I i t `< } i ! I 1 i I 1 ,t , i , I I f I f l ? ! t r I i i s i I I i , .� TC 868 68 ' i s i I I I ! I I I I I 1 0 ' 4.79 70 l i i I i I I # } 1 i I i ! I i I i s ;; t I 1 0 864.98 ..._« -.- M __ �'�`•�m : ra. xc_' -a_ �- 3' •,�._. i i i i I t I ?qM ,'�' I ! , I I a } 4=._:.�.y, =�:r i s . i i 1 i 1 i i 1 � o,t- i I ! i t I I C; I i � C 69.50 __{.. ,_ �, -�.__ w.....•' - P. &I I i� __ r._..._ __ _._ __ . _ ... _.... 3 h ® a., r:• o O� . - - - -. _ _. _ _.._ _ - __._. .. /'-' r :� =.a-rc:. r a_:�,..�. .,..s•'..K_ �,` _yy: .SC..••x.z :y•.ra..`sxc.. ;,.c•.a.av,; . I I r a:`:c- - .:s�•t fr..,�'� L �ry.o•_..c-x. --c //�iij. y , ,� rf. °__ :% i I I r i � ;` i i # 1 t f f i i ' f •�; I I I ! i i I I i J �. �� I f I I I 1 I ,i fY t �. , i i i i s ! ! o t ; ! Es I I t ! I- j I I i I i E i ; >: o• Q i I k *,- ._ ,t '� � �-..� _. -�' I 1 r i t I I is i '; l i t a # i I E I ! 1 I # "., o V , �- --- ° s 1 I I i I i I , I i 1 l I 1 I 1, -...- � 1 I I i ± t I; I i E i I I I , ..,m. .� , � �` � ; 5 Y i f ! I I i i I I I ! i I I I i 1 # }'� I I i # i i ! I I b i i i I I 1 I i; �y # t s Y: t r- r". r z ; 4 � 'i i i I t Si i I I I I I i i I ,: ,; ! I I I # I i i I I I I I I I I ��- , ! .i _ s...% t ;t ._ _ _ !......{ _ . __i __ �_ t __ ---; � .. _. �_ -_ t_ __._ ..}... _._ .--j _ __._;_._ __ - { . I- __ _ }. .- i _.... -_.• i_ � � - P - ._,_ _ - , -4 . _. } .._ _� _. _._ t__ �. �.. _ �i _... r_ �. ; _. �_V _._ ..1- .._I_...._ .r __ _3 ._ F- __. -+ - -- _..I__ _ . ._ i :11 ;:� �� I I� 0.__ ; .1- -.-' -° ii i+ i f �� h �i j i I I I I I # i i � --i it i I I I I I i i I ! '; I i i I ! E I e K . i t ® I i 1 � i � 1 i I I i l 1 �� ! i i 1 i I 1 I i I 1 t -�, 1,1 I I � 1 I I Ii ! i I I I i I I ' ij I t, �:g 0 a € i �€ i' i I I I i 1 I i i 1 ! I i i ! ' �I I i I i I l I i i� rl 1 I 'I I i I I i 0 0 # ,., r }} 1 s I t I i i 4 I I # I :�' '�f i E I I ! I ! 1 '�� I i 1 E i i # I o i f 1 ti; 1 E i I f I 41f r i .�. f-3 O % r r � t t , r i 1, f t s a I. +. �. ,<j/ t 4. 3 f ! I l i t t I . .�r� I I I i i i I t I �,� 1 I I i I I I i i a-.�. r, I ""•.. - "-_:.v-. i i'. fi i `•c..�zc,:_, _.t.o+' i I i ! I i f Q.i i ' _ :, ......•.- ..._.rr .� .. =869 1 t l C p E 15RG�P NORTH= 866.26' � 1 8 � �,mc, !. i +. IE 15RCP SOUTH= 866.31 ! r �i ��� f; ! I i- --_ O day- --- �� �,- I , �:o� > <L.,rr_:,� ,~ I : j I t r ,U °x i i s i t I I I I I # f;r �; 1 x t I I `rti� i l 1 I 1 1 i t I f, I #' �i ��w ;'! s i i i i � i• I I I I I I I I I -- I i 1 1 I I �� � t I ! E I I 1 i E fN 705 !; I fr ' ? E I I ! I I I s- .t.';>`�ti_ :� II, r ► I i is �.� r I ►!t '} r' #I ':i I ' # I I I i �I I i ! r i j 1 ,} I I I c I i f I i I i i i I $ s h Il! cnz i� I i 1 I ! I i i i I i "' I t i i I i I I I I I I I �-� �"' 7" ' t F w'~ TC 869.00 I c oo , ! I i I t i i t, I " Y i '} k 1� `i }� � � I I ! f I I I ' I! I I I 1 1 I # I 1 E '►1 �, I I I I I ! I i i I I I E I 1 } 865 4 . I ; ; ,_ _ __ .w _._ __ _.._ _. .__ -_ 1 t __ _. __ _ _ .. _ _ . t i _.. ..._.: � _........-_ . .._ _ _ ..._ C: z tI �'1,c - ' j .. _ 9 .� ._.. _... ... �.. _ . , _.. _ _ I .. c' �C - . _ _ __i 1 .. i._ _ _. _ f, Yr ii ii t i__ r_ �� _ i': t w _.� _. (_. .., i� .._ 1 ° - - a �� --- _ -? �„ w- oom i I ! I i I # a i t ! I I i I 1 ! i I ! i, - i I I i { P I } i i I i I i f :i ° i _ '�, o�a� I L ; ! I I I 1= l i c I I I ( E i �,�' I I i I i i 1 I l I E ! I I 1 I t r. I i i 1. v'�' i I I f } t ' .. I I 1 I i 1 i ' I i I i ! I I I i i III. i s I i I I I I i I 1, I , I , I I I i i t z I i it qi O0_°_° ; ? ! t I } 3 II I I t I I : I l 1 �' ,''�-'t 1 I I i I I I' ! i E i I I 1 I i I c ' q ' A `;,� tr �,1 � �^� ; �f I 1 I I I E �;�rr� >s�� 1 i s' 1► 1 I I I 1 i i .' �A 1 I I I i I i � �: I # i 1 I I `�' I I ! I 1 I �ncA, I � I 1. -�, i 4 r __. _... __ ' �Z 0 ri Z ° / _i /• _. , rl_ _ O A i � . - 43. -J�F 'i Xh -. I C O 1 n 1� �;� = i /; i i mF11 i` ' ' , i - _ _ _. t �;:�,. r 1tI i �s �+ f.4 } 1 I 1 v''°�` 1 I I # S i I I � O sf I II I ��„rn � i I i I i r i f ! r'4 ~ �'- i I 1 i I f I i I i 1 r 1 ' , F r _ i=,;f 1 . 1 I r \ i r: s z i i rn� i �ncD R I . I I i I I i i I i I ! I 1 l i 1 ? I I i ' I � -f I i I i ��� i i l I i 11 1 i I I !%,; I l r- t I I } - 11 I 1 I I � i -a -U" g I . 1 i i I i ? i i i ! y 1 E ': i I i i i i I i y �..- -\ . 1 I I I i 1k ii 1 1 I 1 l 1 I i I t r t t t � I I i l I l E _l_ _ E p -i 1 rn KI �11, I ! l l ! ! l % I t� 9gI ? # r ! _�. ! I ! I I i I # # i i i i f I } ; _ rTlt1 W !i t �Z { r. _.__._ {w_ _ I ._Iti--._. i__.___. C L _ _ . _. .. �» _..j.�.--- .i_ -... _ .__1 .__ ..4 may._ _. 6_. _ �_�,_.._ J . ►.._ : 7.... . ,i.... . , _ ,..,. _i f V }-- 7 ..,.___.,.,_____ _.._.j.__..._.. -- ;_....� ..''•' "�,..•". t. _t _,�.- ._..._._._t..._ J - - '._'....rr... -.,_� _�._..� - _ ^-} ""_t'. '_�... - { v- �.vr __- �.. .... ,y �..� t R - - - r r .rs<.ra+,:' -.::i • _.: i��-•. _.+:a:� -_i.•. tS .�'�•s.+ r _1__ :wrr.•sxr �:. = �.cr.: +nr:.ci:::_: �_::_.k,:-_:.. �.'.:-_4 L.z _::S.c: .a'..irrr a�uc6cr'• sic::m:rc:awr�it:rasxJ%.;3i C4r`�-"'• _r...'�rx's. -, 'r + J it •o' - ^xr.::_ .:r_ -,:�- _cr.:.;..,� .:�-- rc:�..ar <x•:a�.::.x-.so• .,.._ ....: i :'l� I i o C •I -- 11`r:.'44.r_ .0 t'.r =7. ., _s:_-.- _f_'.:=:= Y-::.rar� _u.c;.- __x•,a'�s:•:::s.a`. =`.:..:..J.x�:.-••_:.: +._ ::.::-t.k' a:.:.idt Lwx...;- sa:r:r.:a�a,",q:uw,w.,•cr...:t . �aa- x' aa:+ sa. 2: s: s..+rJR:.:i.c'..- s.v;"::xriaom: :- .:.:*1�.,. s sa._ :;. .. ✓ .�..J �� r .....r,--• -_ °C iv ao IE 869.00 _ € , - _ W ' 11 � 1 $ •� : �i _.. -, -..__ _•_. - _,..._. ----� �� l , I<J i .,.� _..•._ _......_ .- ..._,._ f"f- ..... -- .....__ _..._. .._..,.. ( S } ,._ {.. -,.'_" { i __.....- .._.._._• _ # ..._.. .....• �...�.._... -- .- ..__.. ..._._ ....._ r .�..� f�i ,..- ...... ..._.... _.. «... .-.».. ._... -,._ ._-.. w. -_ }•� ...... _.; ......•... ..._... ._.._.. I ____r.. -....� .+._.. r�� ........ - ..-+._ _....._._ ___.». ._.._ ~�~ _...._. ...._M ._.._.. _.._ ._.._,. __ t __._. .Y_._ I �•� L, J - _._ ... _ ... --r- -- ;`;' .... _ _;- n- ° t� y� I iJ 7 1 - '! .1 s 7 `, f i� t - - +-- �1 i �� I M �1 , IJ I -� t ! .._..�._. ..... ..__ t� i� ~M- --� .. ,, d .,_, �i^__. -- _ -D A �� �� ago �O �� �� � � ® r Oo ? � t° - _ _ -,r f/ Y - ,ry _ � .!_. f -: a / ^.. A +rte....+ ..p... .t .r-' �iw, --.-; _ W 1. G .�_ ` ,�;_'.- ,.� l r .J i i r it f. �, i Ir`r •r !1 j:3 • -c• 'v•> s-• of -rnrn :.,; u:�t v' _t'.r ...':.' -�i, �: _ ._ .� •. r.- ,.. ... .. .-,. •.... - -A'' „: '�t ! - `A' 4Y ..•h �•' 'i:]i. �f .( .44 ?i •'f' - ,J.,3Yi.�C .i1' 1Kr+�4iILMd tCV'I�f a'1.�i"K' •tLiiSiiL. ...� } n r .1. jji r _a . l ~vea •;.r •i�•1'f:.:P. ' .t; r-Yi•y �wwl.u'. .C�r .ww,.'sr:+b't Ya1'y JM1:�+• rk ° . +•! '.0 4{ -'.i: ....., _7 l r -�.r1 r�:.[r r..:3 iiJ.. `w'�+c�ya-tii•.1 ..,<e_`f.�G ae+u'.'. ,C� ♦..+�.��.. .....� Y .� ..Y ''� r� -:... s•..w.l.w n%-�.. aJ.: _w....cva'_- "` {.+i _ ..,J(" R 1 ..wr__ 'Y.. 4_ .•. /"Ca. t�Y r -. S'l.. ,M r ./Vi,1 ..� +a'ii - (r r_ . . I'ii_ �yr w_.r .w-__ wr•r�w - -!1'- - :.`_i.%.- 7Sia"� �iK "_:Y M.na- ) 1 :f ...._w 1i� i ..._�.�«._ ... _ "" ► i i ill I s' % :iG k.ir' JiawiLfcY.i ss�wai:; s i�s�,..ii4/r.rulst b. -'i:: ii ic;< -YiY iiri S i.Lt.r +r +a'-�i v ( ... _ _..... .:f_.. `a�.__ _� ._ _..... �� ._i,r.�L.i. `ti _._ .-.XY 1..I:. -_ .._ �. f��- ^ <5 ^rsr i+Y �� Vie: qtr I ci t�i ,�' <.- � r""" a� �.:.�,..� ,�.. � s t .ii .,t.t,.....c{. x�-, .,_.._. .�..,_ ........ ..._._...._...___ _��..._.. -.-,._ _ ..... •�•-- •....- � -.,... ....._..�._. .��.._.�_».�..__ �-y z.. i r- - 10 I t � f rta ; f Co "� '...."Tf.. 1` ti.. :..� Li f _ ..r. ...y - `� r . ai?t ....._ _ i � (}^ �., ar . .. .� � ,�• - � µ •Tr ' t f . w 4•A..1..an J _n: -a. r.: .r,r.:' .�- ..._w'J "y' .J+U -"_`t 4 ._ 'J.ir.� ..w �'.vxxv� its' w ., 'r,. =.} ... �y . �� . _ 4 �+.� :" �_; ':.a. +S.i�et:'/a in7. `.r,+.v.:,:a4 '4.4 M_ -. fl '.Lx.,:" k' _ ...... -:::< • r� :tt,.V:viL.iiJ.- Ye.Gi::S. =a.'hu �.= .,%i� Y� °:�.. CGS 1 !f` + SDO ti + +4{bf.v �� I� v7 II i `, :s:� :.�c:r'..�i;.4��ur.: "_"",►..e:� .+.'..� ....a. ...•>::::w .a4r:•'yi�ixa'ay'V% _ :..a ,.w•.'.........."� �..... �.- �_ �.. ..._..._.._._......._.._.._.__. _ ._.._... t ......_..._.... _n..,.y _... r ..........- ._...- ........_...,_ ..,. - .,....+- •-.'-• ti - �o`��a.� "��� 5:�._i� r,�i„ `_ ..,` e.::-. srN. �...:«.c'..x- ,i.`.ae.`i,ir..J.i �. sftiii� :4�::L+►'c,;.`- •e•.o�s'��-'�� _ b:J4 •f � t _ ....- _- ._- .,........., -�.... ..... ........._._...._- ...... a..e,x•::..:.....�. -'_'�' ._r....r..._._..�.. ...._�.._.._. ....;.'� ...._ . _i w t ....__ F - J 1 __._ 1 frf'�° r«. _� �` E_ ._ " �' _ _ . »_ _.._ -.._ _ _ .� .._ _ � "". `r :_:. ° f «._.. ~ _ ... -, D i �a p 1 { 3f �y - �f i� � T tt- ? 1 .,L y-1- ....._._...._..w..,._" ___ _ _ Iy} l.E L \ • 3 0 % _„�,..._. 9`i- I ~ �./ Qi~ j* - ) i t' !j- ) ,,,r,... `.^ [ Ll ' i. 4 �'� �� `✓ I �..! / _• i ~ 1„sl wl �! T� � tai t .,..a..._..rc::: - I„ '--_+_- _. --^- -- _.+.._...•-- "i+..•G�� - _-., L.1 T� . --'_•• - -_•__- -- -_" __._• _.__ y .-,.._ .«.rnr: �. �4.L _...._ .._.- J ' ». 1._ . /��] ry • _.�. .....«» ' ...,.., t +L �._. �........ LY S __ t . t I ...... _____ ' _..r �....... .._._ -_• _•.__.. s S f ._"" '."."_ .«.+» - ^•-• V i t � t d� ' _ ^i�ti 1-_ ._ .. _� , 1 _.. �«.._. ...._.._ �._« .- _..,... 7 `� ...._... t �.,._ _.... ....... i~ _.�....»..- --- _ -- -S` ^� ..��_ _ r,,.+ � '� t ^� - .•JiOI. `� J I � --. r.. �_ . _ _ _ .. _,__ ._...._ _ ._ , `_`�` t S I .. i '*?t`I _ ._. . - _ ...... _.._ .._.. '`,` # _.._ r_,_-•-_, _._._ bi l - ---•- -r - -- 4 O T _.._.......___......_.. -__ i t i -.... -.1 - t.l T �A , �'` U I _"'_'_I4.%:F,,� i lJ ? .I... S _ i lI T -�-- �, I - `, rf l _.. � , ._„_ _ _ ,. _ .._ 1 ;�� < e3. K= v-z �, :,ca � z« = sx - - n� ..._ .--_ : 3. %4...Vt __:_ '>s� s,: i •xr>< .,ax :c.. a •�'._ �:= _;s _=r. +:s :::a ft- -,= vr� w, ¢u x: �+a 1= v a a.� ._ ucx = s r, , r ^� }r 2L,� .; �R` v3. ]KA ::r :.JO. a..-A ^.Nt::.a.^. Y.? /a4 •a,c..rc:. :rs :;:a;, 1a� = 7+? ',� . •�'�. srJ. yrtc.:,iC: oCx[ yrt, yra b.•..,. ...... z ::.t. Y :. ^.i4 i.7 ham.. cY? Jz- >:a �.v. tit:: _. C.:. rz;._._ �'�_.�'....... -._ .,._ _,.- �. _.........« ..,,..._.... -...._ �...._. __._ _._, _,_. ,....... -. «. r..._.......,. -_.. _,.....__ -...,..- ._.._ ,.r __.. -....._.» ..,.. _.-._ ...._ ,.__, ..,...,...._..._•. _.._ _.. _,.._ ..«. ! i Wi ._ _ w .._ �.._ - __-_ -. -- --- --- _ w . �. w ^. .- - .� w - _ ._ __ .� ._. _ �. - - _ �, .� 711 _ i .� ! `t ; ��� TC 872.89 2 E S 9. 0 _�._... _ _.. - ._._. _.r_.__I � .w.._...�._.._ -_._ _r.__ ......» ....�._._ ___ .__._._ _�.____.__...__. __.._ ____ _- '.....____r...__.....__-_-• ___ __ .__ .�._..,.._ _____.--..-- ____ _.__..__.._.__.. -_____ _.�... __ _.....___.w___.__ _._ __._ _ _ _ __�. _.__ � I .^.__.. ,__ .._ _�.w__ __..� �._ .� ._._.w_ w .__.. ......... __.__ _ _. ...__ _ _. _ ..__.-. ,__ . � -4, ----- _._ . .w_.__. _ ._ ..- _...-_.. --- __- _.,..•._ ._. _. ._._ _ . .. � _ ._.� - . _ ..._ � s e !'�,�� �I � � _..... _._ .. � . _ t - f. ,� � r -- :r " : ,_`..� - �,��1 -r-i r-'^ C-ly r � __ - y � - i_ _._.,_.___.. ti _ _._. _ w._ _ .,_ .� .ww __..._ _ _�_ . _ -_ �____ _... _ --1__.._. _'._...�' ,�- --�' _ �_._ _ _ __ _ ._ - ^_y ..__. a__- _ __. _ ___ ., �__ w _ --- - -- "_...' - -��-� �' ; r- 1!t " " ._•__.... _.. ! / "i /' _ . +. - w_ _� -_ . yr �...ti. _.. w- __ ._ . _ _. ...... .. _.._ __._+- ._.._-_ ..v.•__ ...�.-_ ..-_...-_r -_`_•__ ._. -._.. - _.._._ ~ •��.. . _ _r _ - ._ .- _ _ +.._ ._ _. �. _ �_- • _ _ __. _.. _. _.._ _ ._._ r_«... _+ ... _• r S -� _ .. ✓ a-+ ^w 1. ��� . _,.. _.._. .._._ ___._ - �_ /j -;- .. _.. _.�.__ _ .____ -- _..,...__. .__..__ ...__.__ �,�- _.-__ _-._ __._...... _....__ ._ // ___- .__._- -- % p') i 11 ..-r -- �.._.. ._ __ -:�. f ._-11tis__ _ .____ ��. _ ,.. .�. w ._.. _ .r.__ _ .._ ._._� ._, _ .. _r. -- -- ..__. _ __._. _ �� _w.,. ` �, { { , i"�� t U •��. till ;£� -+�, r� l j - '-'•'i 1 1 %-' f, s" `ii r� n �� tr�f-�t {�"+"!( L=iy'� r 1 }i%t,- # j✓ ,\ F f `.� �. /L }f d:r( 1. -- rV �i�t.�rr�i. Iliit•`'d� I� .y i_ f�.� ?� i. I 1., ! ! 't aJ i� L� i 1. ...s, l i f._'/ n.�f� l� y .w a,• p y�'r i. r 1 I� -�'_ � -` � ''� i Y fit, � � I t � � ^' � �� � ��' 4 > 4" �'.� ,.� ,:�.,� ��, ;.b� a. r. ,,, I I -,, - F sc�- I / D trl."" V fy'."' L G P i Ali=" N " 1 % 1 .t f .7 ' f C^til� 1 Ct `� €r1 -�Y y. __ �.sit►�bi"6r.o v� 10 f! I i t._ri i }`_ V I` I i '�,.. rr I( 0%.3 .1 9 1 i 1 _€ r• .� ,� A s ' i INt� i\ 8V� 98 !3I.`f .11 8'�' ,8.Va__ tom• L A t�` ^� {iy• -- --` l.3J a�� -_.._. / I I I` V E 8 5 i. C3 � \. \ ' T t 7 r-- �-. • y .�_� -� INIV SS 85;:.93 ; F TC_a_7 ' w ._._..w_. t. , _ z EX 6' 8.4 7 _.- �i� � � 1 i......_. __._3 i milt/ 'rN 8 6 8.3 ,I E 0 a♦ 0 �__.__ r 1 W \ i Nv S r- 868.,^343" i i / . 11 1% I \__ INV '�'� �59.c 2 I � w, I 1 1NV :, �3h9. r`2 I i I I I I fl . -4 1 I I I i I - - . UTILITY PLAN LEGEND PROPOM CMT'RUCTION STORM SEWER CURB WffH SUBSURFACE GRAIN (SSD) CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER STORM SEWER INVERT ELEVATION IE: 715.50 TOP OF CASTING ELEVATION I TC: 715.50 SWALE WITH SUBSURFACE DRAIN (SSD) _ _ _ _ _ SW E V�/SnSD � 0.70 =:t _6 0: 119991 990399 1202U01caakEngiAGasl(:5U1.awg, Wli /20U/ 1210:15 PM, cwells, ELECTRIC BURIED ELECTRIC BEC BEC UTILITY PLAN NOTES 1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C705 FOR STORM SEWER DETAILS. 6. SEE SHEET C502 FOR SANITARY SEWER DETAILS. 7. SEE SHEET C801 FOR ALL OTHER UTILITY DETAILS. 8. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH *TEN STATE STANDARDS» AND LOCAL CODES. 9. TOP OF CASTING (TC) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 11. ALL SUBSURFACE DRAINS SHALL BE 6" DUEL WALL HDPE SEE SHEET C502 FOR LAYOUT AND BEDDING DETAILS. UTILITY PLAN KEY NOTES 1 REPLACE EXISTING CASTING WITH NEENAH R -2502 OR EQUAL 2 CORE DRILL EXISTING STRUCTURE FOR PROPOSED 12' RCP CONNECTION, PROVIDE GROUTED SEAL AT NEW CONNECTION TO STRUCTURE 3 2 » -4'* SDR -35 PVC CONDUITS WITH PULL STRINGS. 4 WATER QUALITY TREATMENT UNIT VORTECH N ICS/VO RTS ENTRY MODEL # HS72 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG iT'S THE LAW 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. c 0 0 0 0 In stn •w O w M 11 V) w w W z 0 z LU z o Q 0 � z w z �LLJ zZW °; P < Z > al: UJ in � " CL W =moo z U5:zzC„ QE:g:530 ©© ®o©® a � P-1 C-4 V "I I.- n �. •N QQCO n. Oz� Q w Q r- 4c: gyp? U Q Z x x - L¢ Q � J._ ♦Q_ () 0 N N • o- `o 0 f" Q 04 I NQCOw Z � M L W R C '- W d to ,L= 4) t '� .r s � L C!) o V- W I� w M E---I I_- UJ -mz,-� ZD (D (z4 V) 1 Li :Z a.. Q_-., L J < :E Q4 �z J -- (_ - O C.3 r^ ) z J �... M Q L.d 111111111111111111111 �L.e ,,-� �o--- '= � ' � E___4 w U Q. 124 =5 ,r- O = >�O_rill F__ C9 � z M v 1 0 ��D n J � .._. :D 0 0 W T_ CERTIFIED Y: L'� � ' � �`� 1111 Jllll 11 % % osqai,�*,01-.� " Nt I .N a. , ti .f o : PE 1000012fi ** : o =.--a • ' cc �Ri - ,p 0. -_ STATE 0 F = v ����i /s rr +r••rrrr��\ Drawn By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1' = 40' Sheet 5 1 Date 07 -31 -07 Project Number - - �N= 099399 -20200 9' Y I----i Diameter I( ll �I @i I Ile R -- lvz'R Y H SECTION Y - Y PLAN VIEW 1 12' C to C Max. Spacing Hook ooved end on outlet end ° Tongue end on inlet end zu D Bolts C B= ( D - C) Class 'A' Concre E + 2 T SECTION A - A A �41 s! CONCRETE �- �- kal S C I END SECTMN coved (or tongue) to be the: � CULVERT I �c sane as on Standard Reinforce I Concrete Poe ASTN Deslgnatior>� C 76 Class 'A' Concrete 6' Computed length of cut ` ---. prop to be placed LA Pay length of cuts End Section -1 on side slope when LONGITUDINAL SECTION Length (D) 1 called for on plans. SLOPE DETAIL NOTES - L CDtCRETE IN THESE DM SECT= SHN1 DE THE SAME GRADE Atal STRENGTH AS SPECD'ffD F3R REDFOW CD CRETE PIPE, ASTN B SUNATE31 C 76 0 A IL ( as sort wt In tte S wxWd Ws) DIMENSIONS OF PRECAST CONCRETE END SECTIONS P. REWOMENT IN TIE 'C' PWTIII( MALL BE THE SAME AS SPECIFIED nR REDFOM CDCRETE, ASTM Dl:SI0 RUIN C 76, CLASS H Flit TIE SIZE IF CO#CTDIG PIPE, 3 REDiQ�CEl07T IN THE 9r PORTTIN SHALL HAVE A CRASS- SECTMNAL AREA Ea1AL TO THAT IF DE LAYER IF STEEL IN THE 'C' SE7CTMK 4, THE END OF PIPE CULVERT SHAH BE PLACED IN THE CIiERETE Eta) SECIIDM SD THAT THE FLAY LIES ARE FLUSH THE JIM Stall ME CDPLETELY FILM WITH M WAR. S IN 34 OR 44 FILL SLOPE, CHNCi TO TIE SLOPE IF THE END SMUN IN A SMETH, PLF.ASIG TRAMSMIN APPROXIMATELY ID's' IN LEMGTK 6. VARIATDDS IN DDENSU S - THE THICKNESS OF THE COHU7tETE, THE I'MITIN OF STEEL AMOI THE INiE16K DIME OF THE PIPE Stall CON m vm THE VARIATI NS IN DOEMSONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CDCRETE CULVERT, STORM IRAK AND SEWER PIPE, ASTM IESIGHATION C 76. 7. WHERE VITRIFIED CLAY CULVERT OR CAST DIIN CULVERT PIPE IS USED, A , PIPE END WZn[N , COMPARABLE To THAT AS SIM FOR METAL OR CDCWTE 9*1 BE FURHISIED NO SHALL BE AS APPROVED BY THE PRO,ECT ENMNM. 8 END SECTIINS WILL BE PAID FIN AT THE CMRACT UNIT PRTCE EACH FUR ' PIPE END SECTIM ' CDPLETE IN PLACE AND ACCEPTED, A CONCRETE PIPE TIE ANDM SHALL BE REAM IN ALL CONCRETE PIPE SECTDIS. THE COST TIERED' SHALL BE INCLUIED IN THE CIP RACT UNIT PRICE PER EACH FOR • PIPE END SECTMM ' DIA. T (rIInJ A x C x D x E x K Rl R2 [Ay, prox. lght 12' 2' 5' 4' -3" 6' -Y 2' -0' 1.3 110 1 pr 9' 800 15' 21/4' 7' 4' -0' 6' -3' 2' -6' 1.5 121/2' 11' 1100 18' 21/2' 11- 4' -1' 6' -2' S -0' 1.8 15 1/2' 12' 1300 21' 2 314' 11' 3' -6' 6' -3' S -6' 2.1 16 1/8* 13' 1500 24' 3- 1' -0' V -8' 6' -3' 4' -0' 2.3 16 3/16' 14' ;800 27' 3 114' 1' -1' 2' -5' 6' -3' 4' -6' 1 2.6 18 9/16' 14 112' 2100 30 31/2' 1' -2' 1' -10' 6' -3" 5 -0' 2.9 118 1 /2' 15' 1 2400 33' 33/4- 1' -3' S -6' 8' -3- 5-6' 3.1 23 314' 17 11Y 4100 W. 4' 1' -5' 3' -1' 8' -3' 6' -0' 3.4 24 5/16 20' 4200 � O z z � � O O � M RTIFIED B `NINN, 111A gllllt/ jt','',i o PE 1000126 '; a STATE OF � i ,N x Tolerance t i' PRECAST CONCRETE END SECTION NO SCALE STORM SEWER STRUCTURE DATA TABLE STRUCTURE (number) TYPE (detail) SIZE (DIA.) (inches) CASTING (or Equal) 701 PRECAST CONC. END SECTION 24 INCH 702 STORM MANHOLE TYPE IIS 60" DIA. EJ -7045 703 STORM MANHOLE TYPE IIS 60" DIA. R -1642 704 STORM MANHOLE TYPE IIS 60" DIA. R -2502 705 STORM MANHOLE TYPE IIS 48" DIA. R -2502 706 STORM MANHOLE TYPE IIS 48" DIA. R -2502 707 STORM MANHOLE TYPE IIS 1 48" DIA. EJ -7045 708 STORM CATCH BASIN 2X2 BOX EJ -7045 709 STORM CATCH BASIN 2X2 BOX EJ -7045 710 STORM CATCH BASIN 2X2 BOX R -2502 711 STORM CATCH BASIN 2X2 BOX EJ -7045 ��]fa6*3 1. THE PIPE LENGTHS ARE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 2. SEE CITY OF GREENFIELD STANDARDS FOR STORM STRUCTURE DETAILS AND NOTES ON SHEET C508. 3. ALL STORM INLET CASTINGS SHALL BE NPDES PHASE II COMPLIANT - "DUMP NO WASTE, DRAINS TO RIVER" SHALL BE ON THE CASTING. STORM STRUCTURE DATA NO SCALE PAVEMENT Finish Grade C� ° II��I N CO SURFACE LAYERS COMPACTED STONE BASE ,I n3o 0F1 n a ti I 1 =1 I- :=I 11.----111- -1. , D � } --I I IF ! I- r' L1 ! } ;___! COMPACTED SOIL On �-`. ��v J lJ L. �nr�� t�li1- !IQ <� L Q COMPACTED WASHED #8 STONE VARIES u J P' PERFORATED DOUBLE WALL HDPE PIPE —�]AASHTO M252 4" I ( 4" I (SEE PLANS FOR SIZE) VARIES i I PERFORATED UNDERDRAIN lSSD1 �T ,,,, � UNDER PAVEMENT OR GRAVEL AREA JI LVf1 NO SCALE II W LL: I I �- M W = Li 0 0 20 LF 6" PERF. DUAL WALL HDPE am H fd El 131313 E IM 130 C3E3 E (I W ( I Li C-1 w = J J I I 0 0 6J 20 LF 6" PERF. DUAL WALL HDPE NOTE: SEE PLAN FOR ACTUAL LAYOUT OF SUBSURFACE DRAINS INLET W/ PERF. UNDERDRAINS NO SCALE Note: Select Excavated Material Or Special Backfill Shall Be Placed Under All Pavements And Within The Limits Shown Above. Special Backfill Shall Conform To INDOT 211.02b Select Excavated Material Shall Be Approved By Engineer. Approved Excavated Material Unless Otherwise Directed 4Q444° 4444 °44 Bed Base Section In 4° ° ° 4° 4" (Min.) Class "B" Conc. a Or Compacted Granular a Bedding Material, Conforming INDOT 903.02, Size No. 8 TITLE: CITY OF CARMEL TYPE I II Note: Preformed Bitumen Seals, Kent STANDARD DETAILS MANHOLES Seal Or Equal, May Be Used Between awn y. Adjusting Rings In Lieu Of Mortar Date: March 2001 Scale: Not To Scale r Jones & Henry Drawing Name: CS7 Engineers, Inc. Top Of Cncfinn Flrwnfinn As Showr Note: Precast Concrete Catch Basin May Be Used In Lieu Of Masonry Construction Shown. Provide 8" To 12" Of Adjusting Rings. �J Flat Grate I And Frame FLAT GRATE — PLAN R1! ,), -n„ Rr, CURB GRATE— PLAN l' -0" Minimum Undisturbed Ground Existing Pavement, Saw Cut Straight Edge Special Backfill Under Pavement, Drives, Walks Or where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. Mansion Joint pical) icrete Curb )rdan 7045, al Lead To Mai Invert Eleva As Requirec #4 C - - Top & Bottom SECTION Match Existing Pavement Material And Thickness —Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Sewers, Water Lines, / Gas Lines, Telephone Cable And / Electrical Conduits, Backfill With ° Granular Bedding Material To The Centerline Of The Existing Utility Lines. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed / And Hand Tamped In 6" Layers To A Minimum \ 44 \ a Of 1 " -0" Above Pipe. N O G 444,4 4444 4 44 444 � Bed Pipe In Specified Granular p Goa 4 Q G Go p Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. / \ / Bedding Material Shall Conform To INDOT 903.02, Size No. 8 * "W" or "U" At Top Of Pipe * Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. TRENCH DETAIL FOR SEWER AND WATER MAINS NTS .o Note: Streamline All Channels Using Class "A" Conc. :Z� a a a d ZFI o a a a a .a Orient M.H. Sections To Place Steps Above Channel Shelf Unless Otherwise Directed TITLE: CITY OF CARMEL TYPICAL MANHOLE STANDARD DETAILS SECTIONAL PLAN rawn y. Date: March 2001 Scale: Not To Scale Jones & Henry Drawing Name: CS8 Engineers, Inc. 1' -0" Saw Cut Hole In Existing Sewer; Install New Pipe Not Protruding Into Existing Sewer; Encase Connection In Concrete Collar As Shown; Backfill Carefully. Flat Slab Top Shall Be Used In Lieu Of Eccentric Cones For Shallow Manhole Construction Or As Scheduled Bedding Conforming To OT 903.02, Size No. 8 %iIUJJ r %iUI1l.I GLC %,u IIur MH Frame And Cover Neenah R -1642, Or Equal For Watertight Installations Neenah R- 1916 -F, Or Equal /—Cement Mortar Adjusting Rings 8" Min. 12" Max. 1/2" Cement Mortar "0" Ring Gaskets A.S.T.M. C443 4' -0" Dia. Type IS M.H. Steps 5' -0" Dia. Type IIS 16" c/c a 0 a 0 1 ?" Min. Finished MH Frame And Cover Pavement Neenah R -1642, Or Equal For Watertight Installations Neenah R- 1916 —F, Or Equal Cement Mortar . Adjusting Rings 1/2" Cement Mortar ° . 8" Min. 12" Max. Manhole Steps @ 16" c/c ° N 0 y � � a Reinf. Concrete Rubber Gasket Joints Eccentric Cone A.S.T.M. C443 N o! M1J w Z Top A.S.T.M. C478 A.S.T.M. C478 Reinf. 0 a Note: 5' -0" Dia. M.H.'s Conc. Manhole Sections W .-QZ> T w "gam N Require Transition 5; Z Z N Q 0 Type I- Sections. v N , 4' -0" Dia. For Q Q 00 Note: Lift Holes Shall ° Sewers 18" ID C0 U Be Filled In With & Smaller Precast Base - Section Non - Shrink Mortar Type II- A.S.T.M. C478 o -- 5'-0" Dia. For a ~ L Sewer 21" •C br-2-4 & 30" 0 sn 4! Watertight Flexible Joints For Precast Inverts Provide Q Shall Be Res -Seal (Price 1" Approx. Opening Between z Bros.), Lock Joint (Interpace Pipe And Channel Concrete Iw- Co.), Kor -N -Seal (U.S. At Penetration Cass "A" [ol Conc. Pipe), Or Equal. w o n c. Fill F— CC O a. o w �, W 4Q444° 4444 °44 Bed Base Section In 4° ° ° 4° 4" (Min.) Class "B" Conc. a Or Compacted Granular a Bedding Material, Conforming INDOT 903.02, Size No. 8 TITLE: CITY OF CARMEL TYPE I II Note: Preformed Bitumen Seals, Kent STANDARD DETAILS MANHOLES Seal Or Equal, May Be Used Between awn y. Adjusting Rings In Lieu Of Mortar Date: March 2001 Scale: Not To Scale r Jones & Henry Drawing Name: CS7 Engineers, Inc. Top Of Cncfinn Flrwnfinn As Showr Note: Precast Concrete Catch Basin May Be Used In Lieu Of Masonry Construction Shown. Provide 8" To 12" Of Adjusting Rings. �J Flat Grate I And Frame FLAT GRATE — PLAN R1! ,), -n„ Rr, CURB GRATE— PLAN l' -0" Minimum Undisturbed Ground Existing Pavement, Saw Cut Straight Edge Special Backfill Under Pavement, Drives, Walks Or where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. Mansion Joint pical) icrete Curb )rdan 7045, al Lead To Mai Invert Eleva As Requirec #4 C - - Top & Bottom SECTION Match Existing Pavement Material And Thickness —Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Sewers, Water Lines, / Gas Lines, Telephone Cable And / Electrical Conduits, Backfill With ° Granular Bedding Material To The Centerline Of The Existing Utility Lines. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed / And Hand Tamped In 6" Layers To A Minimum \ 44 \ a Of 1 " -0" Above Pipe. N O G 444,4 4444 4 44 444 � Bed Pipe In Specified Granular p Goa 4 Q G Go p Bedding Material Hand Tamped In 6" layers to 8 to 12 inches above pipe. / \ / Bedding Material Shall Conform To INDOT 903.02, Size No. 8 * "W" or "U" At Top Of Pipe * Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. TRENCH DETAIL FOR SEWER AND WATER MAINS NTS .o Note: Streamline All Channels Using Class "A" Conc. :Z� a a a d ZFI o a a a a .a Orient M.H. Sections To Place Steps Above Channel Shelf Unless Otherwise Directed TITLE: CITY OF CARMEL TYPICAL MANHOLE STANDARD DETAILS SECTIONAL PLAN rawn y. Date: March 2001 Scale: Not To Scale Jones & Henry Drawing Name: CS8 Engineers, Inc. 1' -0" Saw Cut Hole In Existing Sewer; Install New Pipe Not Protruding Into Existing Sewer; Encase Connection In Concrete Collar As Shown; Backfill Carefully. Flat Slab Top Shall Be Used In Lieu Of Eccentric Cones For Shallow Manhole Construction Or As Scheduled Bedding Conforming To OT 903.02, Size No. 8 %iIUJJ r %iUI1l.I GLC %,u IIur MH Frame And Cover Neenah R -1642, Or Equal For Watertight Installations Neenah R- 1916 -F, Or Equal /—Cement Mortar Adjusting Rings 8" Min. 12" Max. 1/2" Cement Mortar "0" Ring Gaskets A.S.T.M. C443 4' -0" Dia. Type IS M.H. Steps 5' -0" Dia. Type IIS 16" c/c a J 0 a 0 0 N 0 y � � a N o! M1J w Z Z w Z ° 0 a Q W z LU Z Z w W .-QZ> T w "gam N H ` 0- H W 5; Z Z N Q 0 00 o °. L0 ll`�, v N , Zo r— Q Q 00 0 z i1 Q �Q�.` ID C0 U < X: QCn LL- 0- r�J ^•0 U V _ Q •� Q � W o -- Z M v ~ L 4) 0("+ •C br-2-4 W 0 sn 4! r i Q C0 � O z LLJ Iw- Cl) >0 w o F— CC O a. o w �, W Q z J Qw �- Q [� w U � O z z � � O O � M RTIFIED B `NINN, 111A gllllt/ jt','',i o PE 1000126 '; a STATE OF � i ,N o Lu Drown By: CDW Checked By: GML Quality Assurance: DAL Scale: 0 Scale: 1' = NA' Sheet C502 Date 07-31-07 Project Number 099399 -20200 J - I , - , - - .1 " - *.&--- - I - , - I - - - - I - � - . . ... � I - ... � � landscape Architec-ts/Controctors/HorticulturoI Services ------K , _--_--___!.X0X-;-, _X<,-> . --------- -------- X._41_xl X.YX I .1 - -_ - -__ _� ,�___ - _%_-, - Zionsville., IN 46077 Tel. 317-733-24,39 • - " : I- _YIX4�:- ... _11.1x", -:- A --F1 --- - - I-- _r www.bdckman,group.com Fax 317-733-2442 .. . - S, 4H A LT � ... - 1 :,X... -I-- ASP1_11'Ak:�,,1 IX I - A---------.,--._,,0 . - - > � - I--- - -,, THIS drawing and any and all ideas and designs X - --- .C,_ .Ix VA &bntdnecL herein are the sole property of Bdckman 51x"uased without w4tten permission. � and are riot -thout * I I �.*. W-4 8- 6 ": . 6 1 1 X / - - - - - - - ___.__ ___ _______ _> y,:,, .XOX •.0.----- ----- -11, 4K4< <,>> X-- --- -------'C' *>X X., . . -%.-If . , .,O,-- _____ __ ___ __ __ -y1A. -XII 1C_ IVI'VIV, om J*..,A" V�_____ ___ _____ __ -.-- __ ___ __ ___ ____ ,X. :.,D.;. -X,-� X- - - - - - - - -/ - - .,� .". .>�.X ., xxY - ,r:=- i; .iO. ;elo> -�9;1' -WX A.Z. .?�� 4<4 -N."- - - - - - - - - - - - - >>X, *>Ix .W � / ,- . C)ID 0 3 �� j. - - , , - - ..�.,, - - - - - - - - .,-::*X.,.,;..<.>. . . .:,..::-.--- .. . ->�.�<<->�'-,<-�>,..<<��-.-,.;,.C.��...,-------,--.� -,,.<.;.-.. ."..":�-----,--,--�---,,..:.,.,----.----- .. .e::;,;.-___ ___.,:,:-: . ___ ____,____,__,______:`�'**<' "":,^,--,---,-,-",-,�"��*'�",----,--,---,��,:")"",�..,.�-.-�--.."-�.----,.:.�,..----�>,� ------- ��,:4. If ___�Ml. r 1. . .. _.__;'_�,__<_,;,_ -_ .;_ - - . � ... - •, .:� --,��-:*..'..----->:.�<..'�------�.:."-,------�:,....--�----,.�-.-.-.-�-.----.��-,�,-�,-,-.---.�,-, ���4,:.�,.<,--�--.-----------.------�--.:.�".<i: X � . �. -%:1-:,1�--<1-.N.%- - . ;. 14. -^�.. __ , _7________,: .<.:.�:..<.*:.>..<::.)......::..�..t,::,:.A.:.. �,,:'.`.;____ ..-�-��-��,-�.�-��-.--.,C�,-.�>--,�-��- ___;..___� .,,_,_,_,_),_. _-, j, . __;_ __. . . , . ,�-.��,. otj.,- " -^.- - __ _ _ , -'r- � t 14-P. _1'._. i --.-,., _., - . __ I . __ - 1_ -1.1 ---- . ----. . ____ - --- , "" --m- --- . .. _", --- - . ... - . --.--. I _..�, __ ---A"-- eol- - -m--i-.. __� ��, - . - ,r_ - pf:�`-- -,-------. ,��_ 2!�N ,0,�,\ ,.-,----., /-----. --,,�- __ . f . . -Flonfings to be addressed as o part of Landmark - Phase 2 - .___111 .. t .... < . .. - 1. �,': I'- .I., .......... ...". I- N cgc-*-il�%-'�5F,""".,�-,�;...",.;,.,..,...,:�.!,...",.-....�=:-......... .. .. .. . , . . I , ..... I 1� .... .f.._ I .. I I ... ... ....... I . .. ..., . , , ;� '� " _X1X....1X-! . ......... . .. . I , , . , *� - .:,�o . ,;� 1;0... 'I � �M;., 1 i��,-,, * . * . I �- .�, I .-X.. W . I 11 - . . . 1.i7 ����= ... . . . .... .. 09"'.9""999F C 95. -1 --- - .. • ...... 1. .. . :1 . � .. . _"-11"�1fP,1. .,\ ", �, : • -t :� , .., ." • ,); 2 , . % � .� . .. ��-. : .. ) 11 it '7'P � .1 , I � , A���. % :-, 9 , � _ , � A, A,�"" j O' , ��� ` ��J\,,, ,,,,,, " 0 • ' __.. .'0.�� J� I . eo ,� �, �,,,A,,.00k., ..., . -o�,_,A,�\, . -_11�11, ./I "', - �� .�5 " , _,,, � _� _,., ,A___-_1k,_A,,&" - . _�&,___A__,,,� _� . - . . - ,.,A . , - . . . . -..,.# .�. . 11 & , . iiiiiiiiiiiii11,111111111111111,1111111111111111111,11111llllllllpkllpolIllm MWORNEPOP 1, WIN, 1. ... .. A. . .............. I .............. �111'1 111111111111111111 1. I loiiiiiiiiiilill!llll111111111111111111 . ................ ,`% K ". : I" olillllllllllw.m 11 . I=h �•, I 3;"- 11111111111.1 ., . I ;.... G 0 . ': � :,:,. , . • . * 1'... . 1111 �� . P-S) 91. ., 4. *. a I . . 0 lt-... . * , . . -e-,-- �1�--- .w.W-100 .: . of ll� - , 41 .1 . T I 1: . . . "*� I .. J '* .&I .1 .1 :. �_, 11 .00 I 1.1"_'. 0-11 � " L :..::. -, Me ':- 4 TPAC .l.. 4 * ", " 11 rw.- . .,---* � �1�-.' , ..- I .- ��.V_ , 11 . *X� 14 . - -w-we _,.r__._,�--__.:._ ; S, j;� . :: --- L _____ .+.: V1. ,a, _____ 11%, ti�: A" _.10V I ' 1111.111 ... IIIIIIIIIIIIIIIIIIIII111111111,illl,,IllllllllllllI .: 10:P;1 - I -;- -.- M I, .l.. '.. , - - ...... ,I== � ...:.: a .e. -'Y- ., ., ./ 00 1111111011P`;V - 101111111` , I � 1, :k;.., 4.1 __0 . . 10 e -1f Z . , . 011 . - . , _ /1 ; .1e , - , : . .101 . , 5 MAFL .* r . _01 R' = 2146.83' L = 319 1, I 8' C H1, : = 3 C 0,0W 3 ,,, I CH SRG " N Q%3"'57'1 "C" E .. .. 1. � . ' ... �;�.. ...,..V4 � V�;;� , * • . A ..�O.� , . X . • ��:11 � . . . - , . " % , *� CPO , if 0(: ♦ D ♦ �..`. �1`1 - . . • I .. (D 111. 1 �5'.I�i ' " M. xo� " (: ,.- I w .:$ 1. ,:: - I 5? I - �'%' I... I .i�l '... 11:.` I.... . • I YXI - / - ), - ... ( �-.__`5' . �11. .1 9 : V , t- - ".. • , .� - Jr. _., - " I-.. _', , _ - - �_z %.,% ,.?., ....'41-YA We '^%% - - - - - ) C., _NA _` , , , - ��) 1%� . � C_ I I-.-.-.- -,.-.-.V.- .� 2Z -.4- __ __ __ I I � I 0 I .� - .CO 1-e 11,11,Iliiilllllll,llll '� ♦ 0. _4'j. P" �r�..<. -ow I-- : IIIIIIIIIIIIII `x e -�e __1 10--* /I tow % U I L D I N 8 JUSA 8 JUSA 8 JUSA I IIIIIIIIIIIIIIIIIIIIIIll _1 ^ ._1 I - I 1 ACAB + . .-* �Ir VICA" : .1101 ,ell ^11 : 111"! .:./ ad, -All . F . . .41 4d, 3a,,aSTOnv 0 C E BUILDING : -01 IN I Z" ..O ill" .,-..P. .. $;� a .e, 4*1 * ow im No aw Am 4W wo 4" Wh 4 W " AW " 10' W6 - - " - - " .0 _,.,.j--1 •W�w �_ - • , A% -10 J.- I., 4_11 .... .- _.. . .... I - # - .... .. . , * .dw . .10 106,511 R*S*Fo . - - I I ,I?? .-/ .-.4- 1 - I . . r IT .�. __% I .11 _J-_1 .. T__.: ----------- : il --- I . . . .. * _ __ - - 11 - - �� --- ------------------- - - -7 7 7 -__7 ------ 4_� <� , , - - - - . - - .e. - - - - - - - - .* 11% -,_ :,. .01* .0e .., ,.- , -,. ...- - _ ' 1�*- ! L &-4 W - . I I I - - - � � 4_11 .0 -, ! 'r * i- -a __ J �f' - L! - x r_V__1 - --- J �� " I - 21 aw;,wr a - . '� FS.E. 870-950 . . d -I- I � .: ; .'. .. op . J_ __ I.Y.. .. I .. : .. � '� - , i,� : %% - .--* - ~tea :. . - - .. i � . .-f.,J- .r, P . i : � . . I � .. :� . .1e .01 .. . 5 : -XX ; � i .. - ,If .." w I 1: :c-:- .I. � .. i _* 11 - .. : .: : � .. . . :: .. - .; �� � . . . . I- . .. , I %.- �'.� .0p /� - . I . . :: .. .. I- I :i� 'j. I .. I : .Y. C : .t .. ■: *-% .... " e�l - ..e . � - / .. . 1: , � I .. , . - d_* .� : . I .. .. .. � . � .. : ��- e � . � :::. . .. * � : . -.0 d ,� _� : . . . ,� :- ? . .: i :- . / .I. .. .�' � I - � � � .__11 - p I I � : ux` � I :. I .: . ./ SEED DISTURBED AREA i o I:- . . . .., .. .. . :: .. .. : -� : :U .e.wd A-* � � � : ::�.:: . .. � I . I I.. .. f I :.. . .: I . . . � .. � �: .. ., . - + ." i . . - - I .. I . � . ; � '. P -.1 + ../ . e , I �. - . . .. . . . I ��'� � .. .0 , . 1* : . . L. � IL ' � ' I --- I ------ I-VA.A.M., * M. .. X -11 AFTER CONSTRUCTION ...... 146" .: .. • 0 . a I �� 0-1 . �,'� I I .' 6 VILA I I VICA . .e. .Ve. le� .,�, ...., - .-. . - . -..e - 11:;j ..e 2 AC AB ,E-.'-- --- --- --- - -.-.-.- -.-.. >1 _--pel. V� . - - .. . 011 .... � I ��1,,,,� - , _- " -1 _ I., I . j I I ,.- e . It � It -, . .r. - ... - - - - _%. W-W W.."Y .0A....N. A'^%..~- .%.%% - ,;. - .. ........ ......... . - .................. - .............. - - - Z. -ACGM . $11, & *i .%. . ),: .., ;: � : ................-.. . : I . . . . .. ., ..... I -.1 % I :, .. 6 V A � 6 VICA � Y::. 1; ., . � . . , , � I .. . . . : 11 I , t -/ .. I : I . I . I $ :��:� .. : $ � . I .. 'i : I .. P :: ) . . : I � 0: + I �,�,.-. 15 ..: I .. . I � ? : � . ,::, 11 .: " .. .; . I . :- .. .. �f � .. .. N .., .................... I 5 . - � .. .. I .. .: .. i ..................'�...'.'...��..�"L . � t I � .. . I . � . li 4, :: .1 _. . . . . . - . - . e . , .. � - " .. I � - � . ( 11 .". .. � I -, a . . .. I � . �- � .. � :: t % . .. .. --------- _... �": 48 S M=N4::,,, � �� � " � �' � ; 46MAW: #*&**, *~- -- W*V** i a" .- _� . � . . - ------------ I --------------- 1, I . . . I . . . . .... ---- -- .... I ...... -.--- - ------ ..: ....... :........... I L .'.........'..I.I.- ... I.- �4 1 • .. .1 % ._�- . '%`::..'-.. .. .%.%. E . . ". . . , . - - ..'."'." - I . . -1.411111 ..... .... )� - ------ I"? --------- - ------ , ...........•..... . - - NEBW . _- . - - - I ---- ... . ... ,. .. . ..% .- ------- - - :... .) ........ :... 11 M .( - .. .., 14 - .. - .. .. ... .. ... ------- S -------------- N ---------- 4 --= � P I . . ft?# i'"PW :� . #*~.-* ow � �. � ,,, ftu&w W, ftwo, fmw# -i fomm �, &~ ... www i 2 0) % . - -1 I r . . " . I �. .� ) . . 1. . 5 . :� I ; ., � I., I %... i . ..... _$ ., .. . .. I I 1. .� .: X,.,: . :: .. , � , + !. , " � , � : . . .. .. ...1. -:,:.. a . :� � . e :: .. � .........'.............. . . .. i I . f I ;. ;�;: ........,,............ ... � . 1. , I %. . . .. 1 $ . I . . . + I I I . _� � I .: ,� � :. 5 .1 � .. .1 . , . . .L 11 : :_ i .. I . . 41 .. .1 .. I . .� :: :: _.;( * � 6 V1 .. . .. .. , . , : ,. . ., .,. :� : : < :. 1 6 VICA .. .. , � :: . I .................... . :- � .. Pt ., e W j, . � .... .. .� I : , � . .. . ............ � ........ � .. � ,. :� S .. - ": � : ; . I .:,-. . �7;. .. I ,� , .,:. SOD ISLANDS TYPO ./ -.........� ........... . . . '*"*`**` � ...... W .i 44.W.1:44� 1 ��; L I ACAS �� 12 ACC - -- - .1 1 ACAS - �4: .. .A " , -11 ad 06 . ................ .4 It '� VA VP 00 . 000-00- Y. -1,;, .6 ----- � �..X. L Z". .r 0 11 ( - I �_'.'11 I ": . - , + '-�;W,:, /' - I - 0 . I L : .. : L: : - ; : � . , , � . , .. .1. .. - 1: : _* I L . ."'. .. . :- . . I I .. 11 � ,.:.:. : .. . * .. I .. . . L I . . , , : . . .. . •I 11, I I +.. : I I . : � .: .. :: I .. . ��. � . I I " � I � I " < :. � - .. I : : �, I ! I I ; : 11 _- . �. . > ;,: F e .. .: : .: . . 1: I � . .. .. I. I . . : :- 'W'.111116&&.40�ta."INW40rlmw��mrsol�%dw 11 � I ::;. - I ,_�> f. .. I - kolffaM0006400-i-i womk 000 4,0000- _01,00NO 000- ix� �. , "W d "."k.." I _00.- - - - � ". � "I .... %_ i . - - - - - , I X. I EED ".. ...., -, ...., - ~. -- - - - - .6..4 .. -L - - - - ..e, . - - - - I., . .%v .•.:w "... •.Ve .*.- - I = -- -.- ... - - . I ----------- 'I I ........ - - "' - I - , -. i i ........ ";. I I i I I ......-j--, �.--,: 14 fm Aw *a I . �,- 1 16 a* am wo *0 *W ON' 1. , 7 1 . . ... 1. : .*: I I , X, I a I\Vrm r ON* "I SEED DISTURBED AREA ' I -------Ik ;.;. , q I -� - - - _�_ -- - _�.W- "e Vo e". ,.,.-. V". V.- '.' . . I . -___ . . !11 1� . P AV. W.' AV. W.- "e- %..v I..... ..- - - - - Vii. '"....." -,e, e., V.%. � '. .. . 'r- _A.__-________-. ;-; *1 . .. , - - : � : . L__.__-__-___ - I I E. � .. . 11 I 1. :- - I :�-'i .. f .. :- .. I .. I : - : - : � : .. . I .'. I . I I .- _. .. . . ., .. 1. - � : .. ;- .. : ;- K *1 . AFTER CONSTRUCTION IX. � .. � .1 . '.. . ; : i : 11 : .: . 11 , I -I . � I . : :: I- : -.* : '. . -1 ) .. I .. . . . .. � * �,;� I .. �, 11 . .. ,I I '. .� _. � I I I .. .. � : : .. : I ... i I � E I . � ! 1: � : . I .. � , .: . I - . I ,�-.- ., .. :: � : " . :I I .. .. f 1. ': .. : I I I , I �. . � . I i �* ; -: , .. . ,I ; .. ... .. . . � �,,� I :. I :: 'y : '. il: I . I .: : I I I.. - : . .. .. ': :�. , . i ,,'� :: , ... � .. , . .. :: : : � : .. : . .. , I 1. � + I ;Z '. ; . , : .. .:,. .. ., .. . '. - ,. : . . . , , - -�:.x.;.;.!.�5 �� � I .. s . . � . . - � I .. I ---- - 0 ; ---.�---.L..�:.�.:.:.�.�:.�:��.�,*.:.;."�.- .;,. .:.:- �Z.. : T . . . "....-I - -1 � "W"..".. ... X ";,.:. .' . . - � I .. . � '. . .. '. I � . . I :: :: C-M-Y.- ^ ., -. .*-Y, .. .111-1. X, .: ) I . .: � . I I : � I , t . < � "..".,.,,<.:�<.C-X,.C.C<74�4!��<�?,.', .-��.. X-.<.'A�-�' - : _. . .. -1. - . --w- "I -: - - . . ��__ . , W"&m*W6"* .: . I :,.�:1..lA 'I 1'w - I . . f . I . I : I .. ,r' .' - - ft ' :, :. I �. I '. �/ . , . .. . - . . I � - . .. . - . --1Wft11qW.1W- -1 - - I X � .. ." . , : : I � ; , � .. .. : . .: , : I . I - . . .., , 'j . I : I - � �:'� I . . .. . . I .. I , % t .. _... I .11 - . . . . . . X . '. , . . . : -�_ . :: .*. :: : I , .. : -..�� . " . : .. I . . I �-_. . I .. . : .. . . . . . I 5. } .. I : .. 5 '. � .. � �. I : � . . .. + I I.` . .. . . •/I . : , " • - . ; .1 . � . � . � . . .1 .. .. -�11 - . . � .. . - .. 11 I I , .. .. � ; 1� : C . . ; , . . .. ..... .: . . : ;, , .. : , . 0 .. t :- . S I . I �,:� ... 4 '. -4 I --- ------------ - - W W I I I T 9. I � I I i T. � �: - -,------------- ------------ - � i _1 1, . I : I � 1U I i I �.,. I ;- . I M � no � M . M� Mmwj I a.r . - - � .. I . . � - I S. i I . . . : I I . . ..... 1. - With Removal of Existing Islands I . )�: 1% I I I �.. .. .1 .. it. . X I- ,, .. . .. . IV I . � . -1 .. .. 11 .. � 1 I . . .."'; :. , ... ., T . I I .1 ./" 4% I : � . � I .� I .. I . � .1 . I .. : % 2 Trees toe Tronsplanted to I . 11 � I .: I , :� w: , . . I .. . : I .: 1. . .. � .. . .. 7. . � . .. . I .. I .. .. .. I : I 1� . .. :. .. " .. N11 . - ,;-. . I .. . I �... . Meridian Buffer- West of Pon. M__"V_____!1V.A0_'V_.r _��V! . - . .. .tj "' a"' L"'. �' w . .,; - X. � .: I � - - .: . .. . - . .. .. � ` .. .. 5'' .. . . .. : . .. .1 .. _- . I .. '. . - ? - .. .. . I I : � I -L .: .. - - )/Ii;, .:: .. :. I , .. .. � .. .. .. '. .. � :- . I . . . N . . . - I � 7: "I I- . .-91. � ...... ............. . I. . . ; . I .. P � 1/n, -, . .: .., . . • . .. . . -i�.*.L......'.......'.....'.... -....:...-,-.".,., ,4...., '.-,� ...... - .. ___::_l_1. . . _.. . ..!.. . "`� ....... .a . -.1 . . . � . l .. . I I I .. T 1""T""", rxm . P : 11 :: 1_ I .. . . . , K. 11 :_ 11 :: l� .. .. ..X:�. .: I _. .. .. I . *: . .. .. � .. �11- .. . I; I . .. .. 0 . I .. I . . � .: �111: .. .....".............- - �,`.3, I . I , .. . . : I .. ;Z : :- .,:." . .,� . . '. .. .�� .. . . . . � .. > . . . I . I � : � :��. F '. IL:: I : I .. .. :0 . . .. : � . I , � . � I : 5 : . I 1. I I ... in 4 : I -.ZA I �, '� � I 1 .� . . - 11, - . I � : 11 4 1 Y_ I : � r I I , , 't'll , "\ - . . -, . I 111. I ;1�1 . -1 T 0. ". '..-._..._, - 1. . �, .l - * 6 . . < I ,�---.� I �,"--�, % i : _� . M ._.A..,-. 1. 4. I I M; - _. I � . I �11 I I � I I ), I . f/ .. . �---j � \ �* %, 1� - *1, I / Si . �{ . / N ", ", I \ : \ 11, 11. . \ �, . T : . --- I . I I . . - I . ------- - . . I I - __ --.--: ----- - I . v . t , _- 1. + : I I : I I . .k. . A N : 4 I I 4 IV N_ -- / 111111111 ("'I'�) , I- / N%-.* f . . ; / . - I , / �e , I?, je . -� .? r Ir / ! k Y �e / .P� e, e I / - . I -, 1P I ; 1� 1� i le .1 .0 .41 / 1� I / .!* I .. X jo e ** i . , . . � .�* 0 0 j 0 5 ," `4% . .. � 1. � . .. I 1. . , ,.: I . I �- , � 5 �.....'% " .. �. I I .. * *.. J: I , , . I , I I I.. . I.. �. , .: %"� /;�- -I;:- .. I.- I . N-i . : I /I -1 . . . . . . - S . . . . , . .. 1. I - ..... "N� I I .k . �_ �.- f � . 11 X I i� V I V 0 , % I I I I I I I .'.-0.V:.%,.-' All I ...... - . . . .... t. - I , ... . - . . . , . , .. ... 1. ... . , 10 . it , I . - . . : ... * .......... e., . .V.. . . ... ,:H .. . .. * . . - j�.'� .. � ... ...... . ... . 11% .....- - ....... ...... X-X . I,- C n -% ... .. .,.....� ............... ..�_ .. .: ... ........, .;:5, ..� .:..... : ,W ]�,; V_� .. .. .. ...-- - .... . .. . ..... � . . ...... - ,.._.w.'.%W---, )�, - J ..:... - %- I �' �tl A 11 ....., -- � �_ % ..%-.-.-".�_ .. ?�f, . : *.. - � �11?1 - �- ,%.. I .. I lx- Z I : !L X11 , I .. .: A,,: al - 0(, ; t ;_ I , , " �. - , - 41 . � 1�1 . -4 i It % ` I . x . • k-.,.%_,.___* .. I I �.* : t h, �: L ! . l�: . Cf 1.1 " I 1 I ,P 1, t. .** - . . , I , ... - _1L 11 '21 I F 1, ��,� X I :1 � e-�k I I - 01) � � k....._.C.%.___ � 11 '. a s .i . 9 . . I i ! 3 F - * �.!�: --I -, - , 13 5 ; % - a �, r V, 2 1 . . . : -# SOD PARKING * .1 a., I I !---_..-.-..._... . ! .. . %k ra TAD I . -1- I ISLANDS TYP* �-- � - It . . .. ,��-- ----a----$ .2 TPk^ A: ) • " .. 1� . I, 1, 'i --..I..---.- a I.,, . � I I 41 � . , f: S I i . .: -,-. I. : � . . : .X, I I 1. a (D . ..... %- �, .; . . � , - .- , 1. � ,� - -�` . � . , , � U J: . % .. I I I . .. 5.� I. a - . - 1 TPAC .. : , �- y, � .. 00 4 �: . .. . . i i I I a ., X _ I I '" X I i 6 JUSA ," X .00 , I I a i i. a t 1; -S t _.. X, I % N 1: .& 14 N * : I �; * I S il �p � . I r.:-. . , �-.- A . .1" I � .:- I . - U .. , - a-IA S:... . . . a P::: . �- 3 ' - - �,c 1. - - , . < . . j� I U : , , 6 TARE ..1 . ; . ... - . ... I., - * 1 --.--.0 -.-. .. - .. %, .. . _._._:z_ , ki . �S; 1-1 I -0 I U I C , .. I TPAC '�f - I , .. -*a �, I -.1 , I / + 1� I . N .. .. .. , --- I , I ._..`-'_t. � "... , 1 11 I 0 A - , 1 , In ; a . . I I . %O .. I I �-.: f 11 . a W+ � I .: a SEED DISTURBED . I : A , I �1 > �: -_ - . _.-1._. - ,Ilf,." a : . - I I .. - : AREA lot : � I I �_ � $8. I - . : . I I U 1 . )• P. : 1.� 1�' I U � I :: : : � I 'A 1.- __ I , .. I D , I " , .... - I I .". I I 11 . .. - n .... . o I- . :- .. . . .. t . . I . .. � � ': X � . .. %. - I � $ Z . % C . . � . i n .: ft laill I I rAu i � I . .. . X � . : . I . .'. � $ , : I ;. 5 I ! : :: : .. .. . .. . .. . ?. I .. I. � 1: ::- .. .. . � . . I I I I I . .......�.....- .. : i .. : : : � ,I I � .- . ` . ` : ,; : � I I � 1. t .. � �. :4 �. ; ; � : . : . 1 $ 1 '. . .. . I : . . . .. � I .. I ■ . -� .. . � . .. . .: .. . : .. � With Removal of Existing Islands I I .. j - S .X , . .. . 1. . il . � -7 . : . .. . � .: : .: < : . : � j � P' I X .� . , , , . . ::J. . .: .. .. * . : . . % . .. . .. % . -C I �, * .. , �. :�;,. * .. . .. , . .. . ;- . J .. : . .. . . .: � . �. I _. 0".. .�, :: I .11 .- . : of Z : .. I I - V % i .. .. �. � : .t . I � I I .. . d . I � . % I.P.- - :: .. . � . a � . : . .. � .. � :: : :- I .. .. . .. . .. .. . . , I � '. �. .. : *. � 1. * � 7. .. :. ... ... 7--Li-�. �. ., � I I .: .. ... � :� . :: I .. ., 1-1-1.. .... '. : .. *� . � ... .% � . . . � :_ - 0: , .. . . i I r ", 1�. '. � I . 4. 4 . 1 Ti- e x. : :- 1. : : . 2 Trees t lanted to i . � -:1 : . .. i I . , .. .. . I � . r' :. w � . .. .. S :, � I I , � :- � I X . � .:: .. .: : . I ; I I- Z ; 11 .. :. .. :� S . C. :- I . . . > .. . : r� ..:, I , � . � * , . . .. .. , I :: .� ... I . . � - :1 " 1� : I .: I .. � I .L. I I Trees .4 - . - �, -, , . ;1 : I � , I I % ., . "" �" . . � � - /111 I . I 11 .. .. a' : I .. _. 5 1 .. : -, . .. ` 1. : '. .. . I ; .. .. � : I > :: % , . 1 14; � #Pr 11 � - I 11 i .. P 1�111 .1 11 % . v I 1: � % .. . :: e I : .. . t. - - .. . ,�. . .. . .. - - j. .., . I .. '. : . ) : �- I :: I .. .. �. , I . . 1, � . � .. � . .. I . •----- ---- I . - - -7!,:-�17:,.� . . . . _� -:-e,��,4. :.:-X-:--.-:-.- :�--�y - .1 , . .. : �. � i �, . .. �. .111_�. I - � - � _�_ � . : I :1�1. .. . - , - I ) .: *� I , , ��, I t 0 Meridian Buffer West of Pond W . , � � �' -1 . . . I _! ~_.X - .....- ...I.? .. w- .. 5 I I .; . i ---,. - . I � . � .. �, I . I , , ...e............__ * _�:-_�- ___,y__ ..7-*X1 '�� -X.T- . . .. .. .� I . , , �elr *: I., .. � � i . . I I * t .. . :I .. . .. .. ,;. ,.'.'....�.�:..�,-,-.:,-.^-,�!:.-.,-Ii-. -,.:-. ,-,�'-,-,-.�.--.,.,.�:...-,.........,..,....-...-.-�%-.-�-�-.. I 1 I �. .. :. ... . : ;. 1. I .. .. . .. .. . . . . . ... 1� � . . :. ... : .. . .. , " r� I .. " . . � . . . . . .f,:, I : I " I : .. . .j 3 1 1 A" . �, � I : I I .. -1 .. / .. I � . � .. .. I .- . :: I . : :I . 11 .. I . .. '. .. .. 1; : Ai :- � ; k .. .. .. '. I � : .. ; .. '. . ... . : . . 11 I .. I .. .. . . i % . : I '" ' _' r'- . I . .. . % :, . . . .. : .: . .: I :- :: ` .. .. I r I -, '. I .. . � I i I .. :, A 4 .� X . ; . . .: . .. I .. i ... .. , _ . . 11 . � .� .. �.. I I . . � :: I 11 - '. . ". : I .. I 13' � .: I � . . _- I r . W .. , . . ; . .: 5 .. 1, . . '. . I .. . .1 . :r .. -`- 11 I � ft i : :: _. .. � .. I . . I I I �. I I S 1, :, .. i : ,.>14. 11 .'.I. : 1: . . .. , :-, . . . I .: I . . ■ -, -1 .� . e . �-- .� : � . : .. $ . 5 . _.. - . .. 1. . 5 .: - * ... 1 TPAC : I .v .� - � I- .. " , _. . * . . f ! D , . . .. .. . . i .: .. . I ., : • � : .: . : : �. .. 11 : .2 - . . I . . X . . .. .- * X 4 .. . I I - I I �. . $ . :� .., . . .: ., I . � I I : .. . . .. .. .., � , I ... , W. � I : 1% I$ � 11 :: , .. . . . . .. . .. i . .. .. . : I I . . .. � . .. .. . � �- .. � I � 4 3 . . I :- X � . .: .. I .: :1 . 1. : � : ... f I ..";E3, . * : .. r: 4 : ��;,: . : . e s � .. I *: f , .., :, � I .1 ... I . $ ; - I :1.4 .. .. . . .. - ... I .k I . . � - .: I � .� :. .. .. , .. ... . .. i . . . ., .%-V . . � .� :; , A 4 . . U. . . � I . : . I -.1 . :. * - .� I . 1%. :, ...............: : . � .1 .. I : I a ,;- . I � , , * i I I .. % I . I .. I . , :. I .. .. f : k 3 1 .. I . -�/' • .� � � . ,� : . . I .: t I .:.:,. I I 11 11 ; O'f I ", I . _� .. I 11 - --- . a I �f' I I .. . - I . I 3 � . a . - - i W 11 I P.`._' I,, k . a a �� ## fi 0 9 ..--- ___ .1� �� . I .. -,- - I I 11 a I J11. I .. � 2 1 * : * . I I - .. .. �. �. %�, Z 11. ... "I 4 .. I % �- I .. 1: .. . . . .. ., I L � - 0. . I .. . I '. : � I t .- I . '. :- .� . . .. : I I . .. S E � , a , �, ;: t. I . . .. .. - . . 1: � X I *. . !_ .. : - 5 . . �xx . .: , . : I . .. i . . % zle 11 . I -�.- .. : :- : .. .: . :: .. � �- - . . :: . *_ ;.1 : _-:1 .1 . . .. � . D. � : �. � . � ...... . * : .. : � . .. �. I . . � : ` : - . . ... t 1K : -% " ��;--, :. I : . .. *. I .. . � � , �', �: I . . ; : .. .- . : I . ; � � .. . . � . .: I . : % . . . - �' I :! .. �4 ;: I " � . : .- . I .. , �. .: X -�. I � .. � . 11 . , I . k 1 . � .. . .. . , I -. , U . . : , : .. .. i . : : . :: . : . - . .: I I r . . . � . I - . :: . : . .- : .. -� : .. I ,e .1: �� t I . :: , . . . - 5 . . - .. . .: : .: : .: I .. . I � , I. I 1: .. ... I.: : .% , � t :_ �:,,�,i . . . . .. .. . I ; i � I . t . . I I I . : t " : .. .. I I � -73, ;. 11 . . - I ! 1: . . . . * - I . 1. . I � I � :: � :: �.:.�. . � .. I : . . :- * - I I � :: :: . . . *� ,. � . . : I � g-47 .. . pla� '.. : I : I . .%-.-� . . : 1. . ,_r :� ..r , - I � �: P - - . .. * :: � ., ,-,---,��` I I ...... . I * , : * ------------- i I _-, �l . . 4�'-_ � � t A --- . - .. 4 .... ............ - - 11�� I I. a 1 5 9 %J , �[ a I r � sz , � I J . * 4 ,& 0 � # ".) * I. I , � I I �q� : ,( * -1 _ - - A: , . _ _ * - - - - - __( 'A' ,_ --- "bliz; - - - # 5 q I ) ___ I 47 � - - -4 - __ - __ :. t . __________ . r- ____ 41X . ; , -,A- "I. %W �%% W�- JIM - v vv A,A � el... 'A I-:- - - r- - /_ � 11 ..r - , _. . - . - --- - - - - - --- __Q I.v ~. +_ - �-. #.% - ........, - _____ + + - - - Awwv� am Is, w- .Q - ___ " � " �' - ;� ,�.��;;, ;Z1 __ . :.�- m I '.... vp,� '. �'. - - 9 -,�A: " I-- . ,Z�r, : ;-__.--Alm��;:;;;;�_ ,-�..,l j. .,,., , , . =-'Xe"*.,;, , - - Y�*�r �- !ri - I I � ;, �?��-.�,,-N-.-;,;�. i�? �;�. =1.`y-t_X-�1!! . ---� - 1k, -Zy/,t��,;5r-�t-_z '�� �? � . . S-,�, ._Vl� � "A w� , .4w ve, A-A - ;,�.;.:, ... X - ;#l.- :4 �r; X, " , i6_ 6 - ____ . . ......... . I --- A- - , , " ,;�;l ,;�.L;':'; , - - ------�,,--- .. ����n:�I.;.;,�_. I - ) k -A-`. `Z �_. , �-i-�, . _____ , - - - V...., 11,; .~ 4'.1 V.-o. � %�, "�,, wo. .Y- - - - - __ __ A8LSW1AW&jNW_fAL__ + - .-.-.-._... _ - __�(_ - - ... .� .7 L ,, :38 U'�&1'1_,:;,'-=��= t:; .4'', W...... , - .t _____ , - - �-�A "v ;IQ" %w A" 1M. �,.%% - Wx I- - ..� ...... �. �,-...,.. . �;� I - _� ;�]�:, - - --- - _� - __�j - `� 1; :� ;1� �11:;, . .:� - ?1:11;1� I > . - 41.% �, � - %%% .%.� I. "� - - - - - 1. . �,,�_;,?�.L_:. .. I:" :1 , ,;;� , - X" �� .V� -�IXIXIX�,;1%1. ;:� ���� � L , - - - - - - .- - - - - - � A . � �;X�� , � A I � -;e.- - - - - - - - _� - - _.... -,F,: ;x,%:,x.W.-y<eX . -..� =1 ....... ... ... 11 ------------------- 1%4�r _1_hv� __ - - , .. .. . . _& `." ____Lz;_� " _�_ '___- - - - - �o A-A .-A. 'A, -X'� 1� 1�v %,.� -.�_ %,-Q -X- >. 1: . � 11 . 1 K4 An N_-,.��_ - , . - , j��.�.>�rZ,,9-.0 . � I ��, , : ./ . . - F �, �11 -, - 4', .:^:�,.,:-�7,�,,�/1>1�I'll,��/Y;>/ .. .. ... ....... ,o.dumvr-o� f, ... ?/,/- .,..,.. � I.,.I.Y. I - I- � i?.����, .� ,:,x ','-.��,, ;%. P ." ,>;,:��;,,�,'/,.V,;�;,//,.::�v��,� �-/-`M�//,;�/�,�; /';X':;;/�?;,�,:;��,:�-�.' - ��, ,��:-,:>��""�-5�,!�..f .��',,-.':�,,���';�-"��",-.,�l.- '/.',",","-,.�,:.�'.�,i�,':i:-.""�,,,i���`�"`�"-"/�` ':��'/,�/,..*�/"�����,:.���/��/���,:��-f,<-�,,���/*����/`��. �' � :,��'�,-��.",",�'i.,�'��.��-":::;�,.':�- ��,�/ ������� 0 t��/,, "l., . W/ ... 1- .... ,�-�/,,-.-�/ �:7. o' - .. 1--.1 ....... .�.,- ; 0 •:;�- au,"Imm, '5> ;=-,.-,-!� .f/,;�,� mw r.. {..r;: �� I ---- I -- _"1;�;L*,..,,--,-- �� ,f IX-1.'. . l, -.,;�X . I . ,�� ..�� 1,,,,.,.� 3� k� ;;;� ..". .. 1. , -1.1 .. ..g -:I'- �. .�� ... .... - .... .... L L � ....... ... .. .. -- ______ - I , . _?_.� . .�� . � I . , I ..4 ��',�::�;_. f/,:" a rr - . 11:11� W.,: , yll:,;IYJ�� � . .... - - , _ . , ,� , , ,; __ -.4o"-w mpppoo~..Nw...Iw.q000suuom..qjw.w.,K.. . . .-I:;>- -1 ��,�.w��,,-rl"�,:.%-%-,:,4-le;-x-}�.-���-��= � - .� ., I r ��J_ . . .�:� . - - . --- ,.;; ,> . .� _ . - __ I ft-". r�: _x:�I;�:�;:;�. W.! *__A? -4 - - . . . --- -_ . _..Ab.�1,fiQd&.@fi.1Nk11.)fi1Qft ,&A..%.D.Iwl"~"m'4mpmmmmpmv'=-'vw.'mvw.'"m"m-m"vrm . . . -11 � ���� I /� - -- -- - --- W719" +4 or jq1L..1rv*F7Pv9w.-7,v-n� = L - .� _�3T____ V) - ------- - , R. �F`e .1 -..!e .. A rq 9 .. - -11 . *t %�- _;.�-,_;.;".;.�14.:.Wo�� -t-*,L:. -."W%x_vr, q*_o-.6ft .o&.v, 4~-.�.= -xk4-.ww� qv6-j_.:-%_- "."- 1,.;-_*,_;--,-.-_;4 -=_-=1n._- =��- -_:-=�-_= -_.--�=-�_-_ =;*,!�_- -7,-r- ,-.-..-%%. -,'.� "'..W -.:n -:= =_-=-:�-_ =.:-= 7=-- =_11=_ =z-=--r�, 1l,._-.'-,--4- - _!7-.cX_1 .W. R^.7." -*.m-Aw.ol "-*4.;.v.:.�*-;===,=:�-�--=Z'�,--'Z�_-,�!r-,:�",r.�-1:1�.-Ir,qfto--w- - - " ~ W, - - _.. W, - v- A - - - •--- •- - •- - - - - - - - - - •- - - --- - --- ;�;,_ ,;" ;.�'_>,�,%,<":-:,..,% - A- �,_ A- ,,, ,%, - - - -..- - - - - - - - - MI. ...• )o.-., ,�W VWI A- - - - - - - - - - - - - - - •'w- - - - - - - - - - - _.__ W;� - > 0 �',�an� Qty. #C��rName 2. 5" Transp.Zanted (3trabapple a- 6 ACGM �cer saccharerm� 'Green 1�o�unt�3n 5 ACAS 3 K OPA #C�e1 ut # 14 TPAC Transp��n�ed 2 TP Transplanted M-lalus Ornamental, Trees 5 MA�� -f- Malos floribunua i�e�iduc�u� S�ru�s 46 VICA Viburnum carlessi 'Cayugal �w rg S 11 rubS 42 JUSG K Jun.1"perus chinens.ls 'Sea Gr"8@n' 21 TADE Taxus media 'Densi' �crrmi s t I erer�r�.�a.�s 88 NEBW Nepeta 'Blue Wonder' ^^ Size vummon Afame GrQ�n �lv+�n�a.in Maple 2.5 Autumn Qalaze Maple 2.5" Notes 24" @Install & - � . ......'........V � I -0 _.,..._.._. - I .) 6 J USA .....,.:. :. I..........S...... I - ..nww�. : � ! -.1....." a V - X 1 T. PAC PAC I 14 I rMA �� I .. . . - I . � � 3 TADE ,:,.. . . . . . 4910� P . � a .. % a in I V. % -, I. . . . . ". - , ` . 1�1 , : I I " I SEED DISTURBED � .� . . .....-A....., . - ** AREA . - "T - I't - 4 • - ,,- �- , !� t. V - ,:_,� . .1. I __ - I �0 l I % C .. . T ____1 1� . ''I ____ -.-.-.-.-.-�-.-.............,...��.......... .1- ......... I'll V "I. --- �&�...:, .'_,:.!< rm--.-,,.-t':�,��_ ,;�_�:M • 'il,,,�, -1 -1 _q . A . *A ;01= .... -�-X .� . -i-6 cio 00i / on * � *. q 0- - I', . 19 t 0 Q I= C3 0 $a *No i� , � . ti N TES * UTILITIES;- L=te any underground utilities prior to construcUon. . ft REMOVALS: Remove turf where necessary to create new planting bed as shown. Remove all Existing Material not shown on proposed plan. - BED PREPARATION.- Prep soil as necessary to create an enriched, weed-free planting medium. Bdckman prep Mixture consisting of sand and leaf compost 3* Depth) should be roto4illed Into soil create a loose composKlon (W min.),. A balanced, slow*release granular type fertilizer (. 2.12,12) should be used at time of planting to promote growth. W a with 1-2" of hardwood mulch. All shrub and amamental grass areas should be covered MULCH: Al AH perenn" I areas should be covered �ffl with 2-3 of double shredded hardwood mulch, . &% - All plant material that is to be reused will be dug up and stored at The Brickman Group yard In Zionsville. TRANSPLANTS. Matedal YAII be healed In and watered during wnstruction. Once constmcton is complete trees will be planted in shown locations. . M EXISTING CONDITIONS: Al previously approved, existing plant material that is not shown as a transplant on the plan will not be effected by construc%on. " TURF REPAIR Disturbed turf will be regraded and repaired after construction. Bri WAII ckman 1 complete final grade once. grade is within 2 " of final. Turf will either be sod or hydroseed as indicated on plan. a . %, .. "7* E -L-1 I "HOLEY O'EY ` SAYS CALL A� FAST TWO �'- -1L :.n t .,,- , .�,!- MDR K I N G I.Cl i �;., L A W . DAYS. BEFICAE.' YOU 1),Gy � . 1-800-382-5544 CALL *17OLL FREE 1-800-428-5200 ;I. FOR CALLS OUT',SIDE CCF ij.NEDNANIA ill h CM 71GN LQ:%V'*r-1-,,QN5` OF' ,k.l�- EXISTINC' UNDFRORCU.. ND ult-lfi�---$ - . .. S E BASED UPO- N A3.0V MW *10 ;EV DEN -0E ( includ*_IM94 but not �'Miled 'to, , Man-,�%16�;f"k,*;-11 inlet's, vale, -.1-mJ marks mode uporc , . tie qyoun� by others) AND ARE SPEW INE IN :?, NAIDURE. TPEERE MAY ALSO 11- 01 HER EASTIN"G I INT - 1�> . S % %) -1D,rRGR0*AD UTILITES FOR 10-11CH 1-:11RE I 0 Ail I �_ '� '(.%,H iN`() ABOVE Ailovf!" 0*.�_No "VIDENCE OR ROR IM %,. I M, QW NO ;,6P-_'VDDXE WAS 08SIMAED. THE' EXAdL*,%€ I .. LOCATIMS OF SkD EXSTM�IG MDERGROUND !:-.W%: IM7 "RAC C % . ., U , Z 0 V§'.'L-1:,_S SHOU-1'... BE V-Rin-[[) 15Y RE' CON"RACT R. �, � "RU 0.110N. V K: -0 .1 Z` TO Ali Y AND AU..WNS0L - Tt`�nSp bi-ple 2. 5" Transp.Zanted (3trabapple a- lmV . Cr�ab�pple 1,P51-1 Cayuga Viburnum 5 gal'a Sea �r��n Jt�rri 3 g al. Dense Yew 18-2411 �.�ue Wonder Catmi'nt 1gal. Notes 24" @Install & - � . ......'........V � I -0 _.,..._.._. - I .) 6 J USA .....,.:. :. I..........S...... I - ..nww�. : � ! -.1....." a V - X 1 T. PAC PAC I 14 I rMA �� I .. . . - I . � � 3 TADE ,:,.. . . . . . 4910� P . � a .. % a in I V. % -, I. . . . . ". - , ` . 1�1 , : I I " I SEED DISTURBED � .� . . .....-A....., . - ** AREA . - "T - I't - 4 • - ,,- �- , !� t. V - ,:_,� . .1. I __ - I �0 l I % C .. . T ____1 1� . ''I ____ -.-.-.-.-.-�-.-.............,...��.......... .1- ......... I'll V "I. --- �&�...:, .'_,:.!< rm--.-,,.-t':�,��_ ,;�_�:M • 'il,,,�, -1 -1 _q . A . *A ;01= .... -�-X .� . -i-6 cio 00i / on * � *. q 0- - I', . 19 t 0 Q I= C3 0 $a *No i� , � . ti N TES * UTILITIES;- L=te any underground utilities prior to construcUon. . ft REMOVALS: Remove turf where necessary to create new planting bed as shown. Remove all Existing Material not shown on proposed plan. - BED PREPARATION.- Prep soil as necessary to create an enriched, weed-free planting medium. Bdckman prep Mixture consisting of sand and leaf compost 3* Depth) should be roto4illed Into soil create a loose composKlon (W min.),. A balanced, slow*release granular type fertilizer (. 2.12,12) should be used at time of planting to promote growth. W a with 1-2" of hardwood mulch. All shrub and amamental grass areas should be covered MULCH: Al AH perenn" I areas should be covered �ffl with 2-3 of double shredded hardwood mulch, . &% - All plant material that is to be reused will be dug up and stored at The Brickman Group yard In Zionsville. TRANSPLANTS. Matedal YAII be healed In and watered during wnstruction. Once constmcton is complete trees will be planted in shown locations. . M EXISTING CONDITIONS: Al previously approved, existing plant material that is not shown as a transplant on the plan will not be effected by construc%on. " TURF REPAIR Disturbed turf will be regraded and repaired after construction. Bri WAII ckman 1 complete final grade once. grade is within 2 " of final. Turf will either be sod or hydroseed as indicated on plan. a . %, .. "7* E -L-1 I "HOLEY O'EY ` SAYS CALL A� FAST TWO �'- -1L :.n t .,,- , .�,!- MDR K I N G I.Cl i �;., L A W . DAYS. BEFICAE.' YOU 1),Gy � . 1-800-382-5544 CALL *17OLL FREE 1-800-428-5200 ;I. FOR CALLS OUT',SIDE CCF ij.NEDNANIA ill h CM 71GN LQ:%V'*r-1-,,QN5` OF' ,k.l�- EXISTINC' UNDFRORCU.. ND ult-lfi�---$ - . .. S E BASED UPO- N A3.0V MW *10 ;EV DEN -0E ( includ*_IM94 but not �'Miled 'to, , Man-,�%16�;f"k,*;-11 inlet's, vale, -.1-mJ marks mode uporc , . tie qyoun� by others) AND ARE SPEW INE IN :?, NAIDURE. TPEERE MAY ALSO 11- 01 HER EASTIN"G I INT - 1�> . S % %) -1D,rRGR0*AD UTILITES FOR 10-11CH 1-:11RE I 0 Ail I �_ '� '(.%,H iN`() ABOVE Ailovf!" 0*.�_No "VIDENCE OR ROR IM %,. I M, QW NO ;,6P-_'VDDXE WAS 08SIMAED. THE' EXAdL*,%€ I .. LOCATIMS OF SkD EXSTM�IG MDERGROUND !:-.W%: IM7 "RAC C % . ., U , Z 0 V§'.'L-1:,_S SHOU-1'... BE V-Rin-[[) 15Y RE' CON"RACT R. �, � "RU 0.110N. V K: -0 .1 Z` TO Ali Y AND AU..WNS0L -