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07070007 Civil Construction Plans Rcv. 7/3/2007 DOCS
1 2 3 4 M L .-Q-s KI G 1 7 Df 'J 3 � sa F% �� 15 6 7 $ 9 110 -+. ti Ji: L.211 W :SU• -- s.j:�'r �.as'Eat =. :�rs>?G _ _ _ �' °R �F.i� a -N� ?F:. _ _ _ � - - - =fit.- _- -- 3::�.:- - - '-ids` ia.•!.�_ ° -yl; - -..s. ' - ��3 '«+:�:�c*� - -- - ...-rr �c-rs z.,a•- s.�.� i- .s#'�:� �-i':. �t,u- �: .c�i. -.t ' � T TITLE SHEET EXISTING TOPOGRAPHY SITE PLAN GRADING AND DRAINAGE PLAN EROSION CONTROL PLAN EROSION CONTROL NOTES EROSION CONTROL DETAILS UTILITY PLAN SITE DETAILS SITE DETAILS LANDSCAPE PLAN 06/22/2007 - ADLS SUBMITTAL REVISION RECORD REV D DATE D DESCRIPTION D DES BY A APP BY 19 J12 13 I14 ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A) # PLAN ELEMENT LOCATION Al INDEX OF REQUIRE© PLAN ELEMENTS EROSION CONTROL PLAN SHEET C4.0 A2 BUILDING LOT NUMBERS/BOUND ARIES AND ROADS SITE IMPROVEMENT PLAN SHEET C2.0 A3 NATURE AND PURPOSE OF PROJECT EROSION CONTROL NOTES SHEET C4.1 A4 PROJECT SITE VICINITY MAP EROSION CONTROL PLAN SHEET C4.0 A5 LEGAL DESCRIPTION OF PROJECT SITE EROSION CONTROL NOTES SHEET C4.1 A6 LOTS AND PROPOSED SITE IMPROVEMENTS EROSION CONTROL PLAN SHEET C4.0 A7 HYDROLOGIC UNIT CODE 14 DIGIT EROSION CONTROL NOTES SHEET C4.1 A8 STATE OR FEDERAL WATER QUALITY PERMITS EROSION CONTROL NOTES SHEET C4.1 A9 POINTS OF STORMWATER DISCHARGE FROM SITE EROSION CONTROL NOTES SHEET C4.1 A10 1ADJACENT WETLANDS, LAKES AND WATER COURSES EROSION CONTROL NOTES SHEET C4.1 All RECEIVING WATERS EROSION CONTROL NOTES SHEET C4.1 Al2 POTENTIAL DISCHARGES TO GROUND WATER EROSION CONTROL NOTES SHEET C4.1 A13 FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES EROSION CONTROL NOTES SHEET C4.1 A14 PEAK DISCHARGE EROSION CONTROL NOTES SHEET C4.1 A15 ADJACENT LAND USE EROSION CONTROL NOTES SHEET C4.1 A16 CONSTRUCTION LIMITS EROSION CONTROL PLAN SHEET C4.0 A17 EXISTING VEGETATIVE COVER EROSION CONTROL NOTES SHEET C4.1 A18 SOILS MAP AND SOIL DESCRIPTIONS EROSION CONTROL NOTES SHEET C4.1 A19 PROPOSED STORMWATER SYSTEMS GRADING « STORM SYSTEM SHEET Cl A20 OFF -SITE CONSTRUCTION ACTIVITIES GRADING & STORM SYSTEM SHEET Cl A21 PROPOSED SOIL STOCKPILES EROSION CONTROL PLAN SHEET C4,0 A22 ISITE TOPOGRAPHY GRADING & STORM SYSTEM SHEET C3.0 A23 IFINAL SITE TOPOGRAPHY GRADING & STORM SYSTEM SHEET C3.0 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B) # PLAN ELEMENT LOCATION 81 POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 82 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 B3 CONSTRUCTION ENTRANCE LOCATION PLAN SHEET C4.0; 84 CONTROL MEASURES FOR SHEET FLOW AREAS PLAN SHEET C4.0; NOTES SHEET C4.1 85 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS PLAN SHEET C4.0; NOTES SHEET C4.1 86 INLET PROTECTION MEASURE LOCATIONS AND SPECS EROSION CONTROL NOTES SHEET C4.1 87 RUNOFF CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 88 STORM WATER OUTLET PROTECTION SPECIFICATIONS PLAN SHEET C4.0; NOTES SHEET C4.1 89 GRADE STABILIZATION STRUCTURES PLAN SHEET C4.0; NOTES SHEET C4.1 B10 CONSTRUCTION DETAILS FOR CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 811 TEMPORARY SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 812 PERMANENT SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN EROSION CONTROL NOTES SHEET C4.1 814 IMONITORING AND MAINTENANCE GUIDELINES EROSION CONTROL NOTES SHEET C4.1 B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL PLAN - POST- CONSTRUCTION COMPONENT Section C ( ) # PLAN ELEMENT LOCATION Cl POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 C2 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 C3 PROPOSED STORMWATER QUALITY MEASURES EROSION CONTROL NOTES SHEET C4.1 C4 CONSTRUCTION DETAILS AND SPECIFICATIONS DETAIL SHEET C4.2 C5 EROSION CONTROL MAINTENANCE GUIDELINES EROSION CONTROL NOTES SHEET C4.1 E State R PROJECT LOCATION VICINITY MAP NOT TO SCALE DEVELOPER: W 116th St i f wsl.i.iruvia REALTY GROUP 9830 Bauer Drive Indianapolis, Indiana 46280 Phone: (317)574 -5480 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 Civil Designs 7070�d 7 N <GS M• :.O�S TERcr' C) NO r • PE910337 • STATE OF -O • z o� •!NpIANP ;� �� �: NA` 62, G: . E State R PROJECT LOCATION VICINITY MAP NOT TO SCALE DEVELOPER: W 116th St i f wsl.i.iruvia REALTY GROUP 9830 Bauer Drive Indianapolis, Indiana 46280 Phone: (317)574 -5480 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 Civil Designs 7070�d 7 N <GS M• :.O�S TERcr' C) NO r • PE910337 • STATE OF -O • z o� •!NpIANP ;� �� �: NA` 62, G: . . . I . . . . . . . . . 1 -_ I . . . . � I I . I I . I I I . . . . . . . . . . . . . . .. I . . .. . . � I . . . . � . 4 5 . � 6 . . . - _______j 2 .- - ____ - 13...- . i I ��_- ____ __�L ___ - - - - - - - . I � . . . I . . � I . . I . . .. . . I . . .. . � . . . . . . . . . I . � I I . . I . . � . . . . . . . . . . � . 7 � . 8 9 I --,,,., 10 1 1 . � . 12 1 . 13 . I � . I . 1 14 1 15 , I I . . 116 1 -_ I -_ - � - . -_ - _____ I __23130011111101illi - L I m -_ "_m_=mmmmmzmi6mm91uAW"� - - - ______ -_ - - --- - . I - I I - I r mj I I I I - � . - - ___ I . - .. . 1 07 1 .. . . I � --I-- � I .. . I . . . � . . . 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I \ \ \ I .%� ,_ - __.- �; "---' " / C ___� . 'U,�'SA"�%( -0 � -_ - �, �_ -_ . �_�__ . CONSTRUCTION I.., :. WITHOUT NOTIFYING THE UNDERGROUND \ \ � . . .. � I - . . to,07_101'__,_� ,- I-,- _ADb � ___� _1-- . ____�_ I--- _____ --- ,.-,o - . I I .0 � . '_� �_ � �_ I- �_ �_ . _ I I I . .. . 11, , � . . � . � * - � � . " �� __11 "I. 1.01 --- _--, / '5 xe * �,e* ____� I_--- _____ ,---,-.,.- v , .- �_ , �_ _� - �_ --- � . .. I ... -a ,90,3,-, ��� 6 �,, to A . \ \ j I 1 �5, _-, - - :�:- � 91 � I . I .. � \ . . 4 .. - � A I I __ . � � ,i:!���!!! 400�� -, ... , � _ �, � I- � � -1 -, �_ ___ ____ I . I .� . I I . . - . . � �_ I- . �_ - - !, ' . .. I � � I "_�\� __1r_ - ,,,> �� - ___� I _� �� ____� I _____1 , '_ � I. LOCATION' SERVICE. TWO. (2) WORKING I \ . \ - . \ � \ 0� \\ � . �. I I \ ..- I v :P:�� I _:,::� ___1 .61)e __")�� / i�ltt 0 ___11 _ . \� !�� � . . I \ I \ I- __� -, / ,,, I ,---- ---- 0. ___. -7 . . � I.. 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V q -- - V T V EXISTING CONCRETE . . � TEMPORARY BENCH MARK A SECTION CORNER Q MAG NAIL SET 0 PK NAIL FOUND WATER LINE MAG NAIL FOUND a; IRON PIPE FOUND -a ELECTRICL PEDESTAL . � POWER POLE im GAS VALVE US SANITARY MANHOLE 0 SIGN POLYVINYL CONCRETE PIPE POL CURB INLET VITRIFIED CLAY PIPE . INLET . . I I . M TELEPHONE CROSS --BOX Q TELEPHONE MANHOLE -O- TELEPHONE PEOESTAL �- TELEVISION PEDESTAL - C<i� DECIDUOUS TREE ,,,,,, CONIFEROUS TREE WV N . I WATER VALVE - V�' . FIRE HYDRANT . . I - I wm � is 1 . . . I . 7 8 W, . . � .1 !'I� 110 I11 112 I13 I14 I15 I16 %, -1-OP . 'Y- ALTUM'S REALTY LIMITED PARTNERSHIP .,___11_,,� INSTRUMENT #99- -45727 '''� ._,,,,,- . . Property Line . . I . f- 6' Landscape Setback . . 11 7a . .. \ A J ,,w . . _- _ �g -j" \ -1 I ) _,____�_ . f � �/ a . \ `'� I / "► . . ,,y d \ wo_ � . I .. yo : r 4'' A d \� 4 % wo � ..., 0100 � . .A . �� / . .0 , I I � . . . . -CO a 4. \ . \ \ . . I v L1'11 "� 4a. . \`11��, UTILITY STATEMENT 4, �''t THE UNDERGROUND UTILITIES SH I \�% \\\ �---" , SURVEY INFORMATION AND EXIS 4 �1 �� NO GUARANTEES THAT THE U N C .SUCH UTILITIES IN THE AREA.. E �, %': \\ SU V 0 U ER DOES NOT .a4 1o., R EY R F RTH ,i �1 0_ UTILITIES SHOWN ARE IN THE EX �, �\ c, THE SURVEYOR DOES CERTIFY TI f" AS POSSIBLE FROM INFORMATION �, \\ �, ;` ,p t PHYSICALLY LOCATED THE U N D EF . \. a 1 9 . �.% 0 �\ U . � ° - i'1 . N \\ \ - - DESCRIPTION: LIGHT DUN PAVEMENT FARM FIELD FENCE HEAVY DUTY PAVEMENT FLOWL INE CONCRETE ohel OVERHEAD ELECTRIC LINE . elec .UNDERGROUND ELECTRIC tele UNDERGROUND TELEPHONE t /apt FIBER OPTIC LINE wtr WATER LINE CONCRETE CURB AND WALK GAS LINE gas INV IN TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE POL VCP VITRIFIED CLAY PIPE . CMP CORRUGATED METAL PIPE. CPP CORRUGATED PLASTIC PIPE E.S. END. SECTION R/W RIGHT -OF --WAY TDM TEMPORARY BENCHhIARk . CONC. CONCRETE . SQ. SQUARE . SF SQUARE FEET . . (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE 1 2 3 4 AMIL•TON COUNTY HWY DEPT NOT RIGHT OF WAY. EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE SMOOTH TRANSITION TO NEW PAVEMENT. Y AND ALL WILLIAMS � REALTY GROUP AND AN A SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHT TO PETITIO THE HAMILTON COUNTY HIGHWAY DEPTARTMENT, THE HAMILTON COUNTY BOARD OF COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR- UNIT OF GOVERNMENT TO BE RESPQNSIB! FOR THE MAINTENANCE OF THE INGRESS -- EGRESS EASEMENT, OR TO .HAVE THE EASEMENT CONSIDERED PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY ■ r f K �i � [...i U-i i...,. V C�i I I 1.... " L.... Iii L.... I r 6..I . . DETAIL # /SH. # DETAIL 01 /C7.0 NOT USED DETAIL 02/C7.0 DETAIL 03/C760 DETAIL 04/C7.0 DETAIL 05/C7.0 DETAIL 06/C700 DETAIL 07/C7.0 DETAIL 08 /C7A DETAIL 09/C7.0 Y „�,.... Y �..�. j .,. -..._ X -..�- % - Y ----- M -.--- Y - z ...�...� V LIGHT DUN PAVEMENT �-.... X - -�...� X V - It - ti - Y - W -- it Y - HEAVY DUTY PAVEMENT � CONCRETE PAVEMENT QA 6" CONCRETE CURE 08 CONCRETE WHEEL STOP QQ CONCRETE SIDEWALK Q CONCRETE CURB AND WALK QQ HANDICAP SYMBOL QQ HANDICAP RAMP GQ HANDICAP SIGN DETAIL # /SH. # DETAIL 01 /C7.0 NOT USED DETAIL 02/C7.0 DETAIL 03/C760 DETAIL 04/C7.0 DETAIL 05/C7.0 DETAIL 06/C700 DETAIL 07/C7.0 DETAIL 08 /C7A DETAIL 09/C7.0 Y „�,.... Y �..�. j .,. -..._ X -..�- % - Y ----- M -.--- Y - z ...�...� V - T --�- X - -- - - - Y �-.... X - -�...� X V - It - ti - Y - W -- it Y - X - Y - y - y - x _..__� X __ X .,..... Y - * - Y - y - X ter✓... x _-. I -, . - -'"-*-, -- I- -_ ,, I` n ° . v t�, 1 DATE: 06/11/2007 ,,,,,` . �n n ,p.n.s" -",� / � - . , -,ten. 'Al-\ /� FIy S .. '� �I % ✓t-7 � / /A✓1fX, +_ A-:�^ %1 I•u %4�- .:,�/�J� �� ��/ Jt/` �1J��J�•%Li v h t� /i • ✓Y� r ��!\ /� ..1+11 ,/// /J I-' . SF '�°�" .®. 2 REQUIRED PARKING DATA: SHEET 3 td � I t�ER c _ I L_ - iL � - I I �'' / - ,. -- 0. . ---- . FOR . . . . \ . (P . I . I I / . . �-/ �• /� I __-" r . Ln 1 I / . 1 5' UTILITY EASEMENT . ---,._ •y 0 \ a I . 0 I . 0 1 L .. r. " � / _ � - - / t;/� / _ �!�___ � I-- -- ---- -- . -- . -- - /I 'I r _-- 1 A 0' cc CO . 4 1 o % �- t -' `� y j �/ `� / . �% �`, ` _� �, / � 0, PROPOSED PARKING RATIO = / �� d /� \ % . \• //"/ �� 1 t V ' '/ �� �� ! f- ~ � . ,.•- �. ,_ } ! , -11 ,�- :- 1_ ;<o -. o P`` E Stale Road _JI_6n St, �`_ I \�Z" // - - _L. _1 I . - . � . ____ t� __ ��z = . . jj� I ( St- -A _I -v_Lascn s "`�___\ . .. I -]I � \\� 1 4 (-I':- 421 �_�I I, . . .- . mil ; 0 \ N k; :� / \. , . -,< \ . I s'� \ •;� . 13 •0� o > ,,f'� �. , VICINITY MAP A t ry •rI / � to \ t f %r �, � 1 N OT TO SCALE r \ / J4 �� �� � ,z d �, /,;�� ° 4 �_ . t �� 1 � - Q t � /- - esto Pointe Si 0 t!: > > � �� I- I .0> !)4.6 4 `�� �! d Part of the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay 11 . / �. Xj * Township, Hamilton County, Indiana described as follows: . -a- :t .\ /j I P• Y . ;, I--� 4 ��, ,r% Commencing at the northeast corner of the Southwest Quarter of Section fi, Township 17 � '' North, . Range 3 East; thence South 89 degrees 5f minutes 26 . seconds West 1,377.69 feet a ° �� '_ , ,' ,/ �° t�, aloe the north line of said Southwest Quarter "'C" o . . t 'a /. Y,. ` �. g Q to the northwest corner of Bock f the .-- tc �� . �,/ , Plat of Townes at Weston Pointe Section 1 recorded 'rn instrument number 200400067374, 1 �� 4 ,/ h aq / ;r Plat Cabinet 3, Slide 489 in the Office of the Recorder of Hamilton County, Indiana; thence 'k I . �- - V ; � ��' continuing South 89 degrees 56 minutes 26 seconds West along the north line of said - _--r,, ,� f;> Southwest Quarter 537. i 3 feet to the POINT OF BEGINNING; thence South 15 degrees 04 ' (� �!� t ; /�- 1 .f minutes 16 seconds East 135.52 feet; thence South 74 degrees 55 minutes 44 seconds �" �4. t �/ t > >,f / West 54.50 feet, thence South 15 degrees 04. minutes 16 seconds East 28.50 feet, thence I tb0de- � i% . %'f South 74 degrees 55 minutes 49 seconds West 218.15 feet to the eastern right -of --way IS, 11 % x \d%n S- � `� . i ` line of Michigan Road (U.S. 421); thence along said right-of.-way line, North 1.5 degrees �15� ` `� ! ~' ,_, " -3 04 minutes 16 seconds West 237.13 feet to the. line of said Southwest Quarter; thence O ��% ^��� along said north line North. 89 degrees 56 minutes 26 seconds East 282.28 feet to the R10 - �a• ,,,,O, `` � POINT OF BEGINNING, containing 53,135 square feet or 1.22 acres, more or less. •D 4 ■5 �'- '! � 8 I1 . � .r �`� \ , s � . \ I/ . 1`+ \` Q \ / . , . ,,, V, I ,- . 1 , . x , T-n- - ,� '-f , -,,,',,,- .. _.. I I % 0 % , . I . I - . , . . I I . . I - c_ ° EXISTING CURB TO BE � , ) �,,.:. . �/��j• �� �` REMOVED BACK T� �� ,, - - � ���-= _ � y ,. j N t` V ' PROPOSED CURB � GATE LATCH 1 t\ �� , .. -. , ' * ` • BLACK METAL GATE 1. DWN BY: MAT I I CHKD. BY: DIVIG SCALE: I " = 20' . _. DATE: 06/11/2007 V, ;� NO LOCK - . - 11 � l�-� ,, �;- _ WITH BLACK PRIVACY . �, \ . . �� ✓ - = REQUIRED - FILLER PANELS MOUNTED / Y� �T . � \ � // t``t ? TO BACK OF PICKETS 040 1j , � 00 • 1 . . '. I . —�� �' I. ..I . _ dL. .- L", . L . I : . , .�I 1. Z� I. I ; . , I ,I � ., . . *. '.1<. ' , _-. ,,_. 1. . , � ,I --� -I 1, . . 1 1. -, . ' 1 �, . , , I, - L d I.- I _,-1-00� ,a %R%; ,; -' _ .I L . 't,' \,!' , \'\ice 'tiX1, - 11 '.- ;;\., ' ' BRICK TO MATCH 1 . \\ , % I . 00 ON* 400 I \ \ , . % , \ I � . . . 111 1 \\ \ \ _, . . I ,\ :i�, BU{LDING COLOR 1t I, -- -� ; r: . •, .:;' " - r AND TYPE. t+ , h '1 r t �• 1 - - I� r�V�1 Designs GENERAL NOTES - r :� - ' ' h ' I ,� �' -` REBAR REINFORCEMENT 241 S Directors Row Ste.E . . . 11 . r Indianapolis, In 46241 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY r.�` -'. `' y `: • . • '' J 317 -244 -1968 . t� NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES II 1 tl\ ;. - .,. - FAX -244 -1969 . 11 PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF t•�• ,%,- �,t 1 THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT . _- ... V , , �. S4._ -_ :w� � �7 _ _- _ _ _ - - _ - _ - -_ . . 1. . _ ` y; ;.`' s,.�:•+ .��'' f:. ;._.,. _.._ a - - -= -;- " \ BE HELD LIABLE FOR ANY {NACCURATE UTILITY INFORMATION { NDICATED, j \a�•rr,)j_.1`. . , y ..fig's=? -Y1: r. t _v ��' 37, . -F-r .� z-• __ - - . 'Z-a t _ l i 0 T ESE LAMS. `f �, `' a d �. ': - _ _ _ IMPL ED, R NOT INDICATED ON H P -- Y t v - L . I \ ;. _ 1 Q t B RESPONSIBILITY 0 LOCATE D MAINTAIN ., - � � � � �^ � �; � � � � n � �� � � � :�� � : � � 2. IT SHALL E THE CONTRACTOR'S R IBILITY T T AN MA NT N T_ IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION �' ° v ' �� �� - . � UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH 7" CONCRETE . X, CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION PAVEMENT EXPANSION . OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT . . JOINT CONCRETE I \ \1 HIS EXPENSE WITH THE PERMISSION OF THE OWNER. . . ,\ FOUNDATION \ LLL 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE TYPCIAL SECTION �\ UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. I . . F== L . . - . I _ \ - t' 4. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, . U .1 �\ \ SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH AS . �\ STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE 12' -•0" CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS, CANE BOLT HOLE .. - t . % THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND t \ SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY - 0 ILI CONSTRUCTION SHALL BE - -- \ MARKERS AND MONUMENTS RELOCATED DURING _ _ __ BRICK TO .MATCH RE ESTABUS�HED BY A REGISTERED LAND SURVEYOR AT THE BUILDING COLOR I < . . 11 CONTRACTORS EXPENSE. = R `�:� 0 - AND TYPE. I U . V\\ s �, . 5. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO INSPECT EACH DAY . o �` AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER. SITES, CANE BOLT HOLE .1 11 ,,__1L",' I Z < . 1 RIGHT -OF- -WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR - CLEAN DAILY IF NECESSARY. . t 1 SIDEWALKS. THE CONTRACTOR MUST 1 _ . WATER MAY BE USED AS A REDUCER. 0 . ii I__ j '�' ftgolo= < L L fi. ROADWAY SURF C NG AND BASE MATERIALS OR ANY OTHER PROPERTY w 6" DIA. STANDARD °"" A 1 T_ , --7-t L .::L,:- STEEL PIPE BOLLARD C� REMOVED OR DAMAGED, SHALL BE REPLACED OR REPAIRED AS PROVIDED . FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS. SEE DETAIL U �, - „ SITE DATA: I 11 �� r�vrurv�� �n� i.rwv IV G/�V/1Y/tIG WITHOUT NOTIFYING THE UNDERGROUND . �: �` BUILDING DATA: � � . BUILDING AREA..........7,900f . . . SF '�°�" .®. 2 REQUIRED PARKING DATA: SHEET 3 1 7. STANDARD PARKING = 30 SPACES (9' x� 20') HANDICAP PARKING = 2 SPACES o TOTAL REQUIRED PARKING = 32 SPACES PROPOSED PARKING DATA: W% STANDARD PARKING = 38 SPACES (9' x 201) HANDICAP PARKING = 2 SPACES TOTAL PROPOSED PARKING = 40 SPACES PROPOSED PARKING RATIO = 5.06 SPACES /1000 SF ZONING DATA. .1 PROPOSED USE......... COMMERCIAL ' (RETAIL) I I ZONING. DISTRICT ... ...,GENERAL BUSINESS ADJACENT ZONING CLASSIFICATIONS: � NORTH........GENERAL BUSINESS = W . SOUTH........ GENERAL BUSINESS 0 PROVIDE FOR ACCESS TO SHALL BE MADE BY THE CONTRACTOR T R THE RESIDENCES ACROSS THE WORK AREA. EAST...: .......GENERAL BUSINESS WEST,.,,..... ,GENERAL BUSINESS - BUILDING SETBACKS: - FRONT........ 30' SETBACK REAR.......... 1 5' S ETBAC K . SIDE...........5' SETBACK A _'°"" 6 ,7 I8 1 _....._....__ ....- -• - -..._...._.._ _. ...- --- ...._, _..-• -� -- -...., LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. I 11 �� r�vrurv�� �n� i.rwv IV G/�V/1Y/tIG WITHOUT NOTIFYING THE UNDERGROUND . �: �` 7 CONCRETE SLAB � � , . � . . . '�°�" .®. 2 SHEET 3 1 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE I 14 15 16 o . W% . ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT , , ... . �� 1__'. � = W 0 PROVIDE FOR ACCESS TO SHALL BE MADE BY THE CONTRACTOR T R THE RESIDENCES ACROSS THE WORK AREA. �`C - . A _'°"" 1. . 8. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS DURING- THE COURSE OF CONSTRUCTION OF THIS CANE BOLT HALE - - PROJECT, INCLUDING EROSION CONTROL AND THE SAFETY OF ALL . PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY PLAN U .. . AND NOT BE LIMITED TO NORMAL WORKING HOURS, .AND THE CONTRACTOR : SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER � V) • HARMLESS FROM ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH . . �- THE PERFORMANCE oR WORK ON THE PROJECT EXCEPTING FOR LIABILITY BLACK METAL GATE . U ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 410 I r . 90 INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL -, DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVED . �,�� ,,� ` y - -, :z , J�, -' .;� ^ ' �� -= :,, .:.- - •�'. -1,t • , Y _.. ,. _' .::.. = r,. - J '7; �' ACCORDINGLY , �, ; �, y, ,� .,,.. , . ' - f•y .s .- �, : ,. 10. WHEN CONNECTIONS ARE TO BE MADE TO . EXISTING PIPING AND I " �,�, �` 'z , -, « s ^�� = . - 'v f ; ^ �:t' STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF w r.; \ , +~; ,�` ,f• ;+> - ,` EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE IFIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER 0 w I ;,", . - ` :, � " - , '�, ":� ; _;. - ;r �`�.; ,a :� ��= `i_ -'�� ' ' `� . r�` �,. ` ".1-- �. I �'` ; � -�f ` i- ` �' t` . -�1 4 : - 4 Are ,. r �` •,.►: \ -a ;. �^\. r •� ` ;;� r ' . HOLEY MOLEY SAYS . - IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT It - 0 A ,,. ._ ., ,_.{ *:_. ;- ..� � ..-�._ ti ,> . , r ,,r DEG SAFELY . SHOWN ON THE DRAWINGS I -f , -y �": ;� - -�i _ ', �= �:^ s �- ) . .1:1 11 � 11, CAL FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE -' > 1 t .r <c r .-'� . f ; - �' ,i f f- ' ` �� V't, �* �� , = �'` ;- a �' XY `,l: a.. �' -I' �'. *i :Ate =`'L.` ` f 0 OR EXACTLY LOCATED �. - ° ° f� �� �' . 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO 4 - - �' = •� OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY . .. 1 f AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED, THE CONTRACTOR �j OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS CROSS SECTION �% - BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED ¢,f,6 PROJECT NUMBER - IN. THE CONTRACT OR SPECIFICATIONS. ALL .ASSOCIATED BONDING s 7 1 7 REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. . I � - 1 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS.. IN THE � 'TRASH ENCLOSURE DETAIL 01 . .. . FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE NOT TO SCALE e2.0 rr r "IT'S THE LAW' DESIGN PHASE . I . . ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN CALL 2 WORKING DAYS BEFORE YOU DIG a 1. TRU CT I O THESE ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR 1-800.382-5544 . SHALL CONTACT THE ENGINEER IMMEDIATELY. 11 14. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT PER . CALL TOLL FREE INDIANA STATE LAIN IC8-- 1--25, PLAN NUMBER STANDARDS AND SPECIFICATIONS OF THE FEDERAL STATE COUNTY CITY OR _ _....._....__ ....- -• - -..._...._.._ _. ...- --- ...._, _..-• -� -- -...., LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. I 11 �� r�vrurv�� �n� i.rwv IV G/�V/1Y/tIG WITHOUT NOTIFYING THE UNDERGROUND (0- LOCATION SERVICE TWO (2) WORKING � � , . � . . . � . DAYS BEFORE COMMENCING WORK. SHEET 3 OF 1 7 9 �u� 10 I 1. 11 I I 12 13 14 15 16 - M L . K . I J 1. . H . G . F . _E D C 1 2 3 4 ==Z=j f� -rte - ©• , _„ �- _ �, ,� \ ,'� f . �f . . 4 . / / f(1(' !( I( INLET . r - � TOR 90%83 . I �� ` 1 Irk\ /(SW) 859.73 {�-/ r / J If 1 ti4? 1 r raj§ � I !� _ - -- -- - - - - w I7 J, /I I l t . ( � " -- ./ / \ o t ,,- ,,�,.; °►� . . r- ` rr . `� t \�` y t a ,� 1-1 )A,- \ (,y. ` ! , i . \ D.N ` ' �, r o� \ � I 1 ' \ ( t o� I. ( \ o 1. !f ---- . �- J , W- ) I_ e \,�, `�`° t 15' ELECTRIC EASEMEN �.'_•-•,^ •� \ I.. \\ \ ° \ . \ -7 - Iv - - -- _. \ „ 1 t �• ..._ _......_ a -�- - - etec- --- - -- elec- r. ._ elec- ..._ - ekc- �i. t . . V � \ -�te4 - i . k 1 " "- fete -. _ \ v r \ „ \ Ik° -- tale . -�--' a ' -T` \, \ \, tk . 1 4� if 4 v � SAN. A41H . \ IN k .. - ., G . 5.90 0R - o. \ \ � \ ° • - ' I G �u 4 INV F, . �t 1 ° \ \l . it .: ( $G 90FJ l a\ k 4 v. 4� -� /\\ \ \ \� 1 \ ( 1 i � ,, . � I k 9i k\ \ . ° . I f 9a ,$5 1. \ t ..a t .\� , \ � I \\ . . 61 k .- . \ . . . . \ � ,--A - tde - . .._ ..-. fete - , 7 tel ' ` * to \'" fir---1 .� \ t 1 \ i` % . �°� \\ W \' f \ \ \ . I \ . . I C? ' ,\ ,� . i d \ WOW- . �' , \ \ . I\ � \ i 4 - to �� \ ---\ � c `. 9�5 •1 I \ ° 4 \ t \\ \ � \ 16 x \ , � \ \ k \ � t \ \ 4 � . \ , �\ I ��-A��� 11 tit I \\ I \ �\ \\ `` , ! \ t °� \ � \ �• 1 \ I \, \ \ a 1 ' \t k A c�t \ � \ � \ V �, I (�), . . . � I C \ - \ 1 C� v1 \ \ � 000 . \ 'a 1 \ \ . \ ,,� ` t t � \ \ m 1\ \ \ lV \ \ `\ \ ° . 4 l \ � \\ . 1 �" f .. . \ 0 \ ... , \ \V1 4ire \ ' \l 1` `\ \ ° t \ \\ . k \\ \ �� � \ ^ c?, . . . f0 . . . N (�) \ . .- \ \ 10 . . � .\ . . \ ul . \ IV\ . \ . . . r� \ \ \ (f ) � . � . 0. . � �. `, \ N. . \ ° \ \ • a \ k . \ \ � `, . 0 `� p6.�5\ \ \ \\ \ � k � `� �C 9fl5.95 . . . ,\ \\ \ �\ A>- - \ k ` \\ 1\ ` eC i _ \ a \\ \ 4 a \ 'C, , ' \ �V \ b \ x N3 . \ Lti 6 \ \ . \ \� \ r i l go 1. n \ \ - o \ � �� � \ 0 . \\ \k a \\ ° 1� \ � . \\ . \ 1, (9 . \\ \ \\ \ \ cr, k 0. ,�C . g0 . k \ ° k . \ 4 v .. 1 � - \k ` \ \ \ 4 C O 0 �, . "� . \ ;\ � k 11. \ . c \ T \ �&, a \ \. uo 0 (� \ x cj` . \ \ v '. \ 1 . ,\ \\ \ a d \ \\ =� \ \ \ \\ ti t" . \ \ o \ � . , I . 1 ' \ \ \ o \` \ 1 k i \ \ \ o \ 1 i 1, \ \. \ ° z t \ \ \ . j a ` l \ t l,. \ °\ \ k \\ \\ * \ k \ t . \\ \\ \ \ . \ . . 4 4 \' \ \ \ ti� \ \ k . . � 1 \ 1 l' \ von.. \ \ \ ` r \ \ k \ o \ 4 11 fa p \ \ \ . \ \ ° \ �1 \ \ 1\ \\ \ k k \ 4 �k t 1 \ \ . k , \ - \ t 1\ \ \ \ \ \ k t \ \ \ \ \ ��. I `f, \ \ t \ ` �1 \ k 1 \ \ 41 \ 1 \ , \ ..` i . °�k \ t 1 \ C� k C \� 1 \i\ \ k 1 h, . k . ` �• ' \ g° \ o \ \ \ t 1 • 'A CP \; \e\ a -\ k k \ ,\ Off. \ \ \ \ 4 4 : \ \ k \ . U \ \ . 5 STRUCTURE 100 /TYPE A INLET TOR = 904.85 1 iNV. (S) = 901.75 . . I NEENAH R -3405 1�� C� 0 ifi 7 - I . . . . 9 .0 I`� 110 �t 1 1 12 I13 I14 1 15 1 16 . 1 . 1 ALTUM'S REALTY LIMITED PARTNERSHIP . I I . . I - . INSTRUMENT #99 -45727 _��_ . I 906--� -- �- , - . . . � I ----� , . ,- - , , - --1 1� 11 1-1 . / � . . . . . . � � . - - I 1-1 . o -907 �.` - '� " � �� - � . . 1b. . - , . IN t�l - - - J I . . Q-%. --,--909 C . I . . A I ---� � � , - - I w >�� � Property Lane -" l'°� --" `' 1-- I . . I I -11-1 � /- -1 i�� L I- - . 1. - - �, ^- �. - - , - _ - - _-- __.__ . - ...,.__ -...__ 9 1 0 _.,._ . - . . - -� -- -- . � I / . 1 � - I � - �. .p� _ 6 Landscape Setback o° _ �� �p _ -- -- ` ` _ _ - -- -- ..� _ v �. _ _ . . I r-�01 / -, C�), -- -- ° �� \ .\ , \ 4 . \ \ \ \ \\ \ � UNDERDRAIN . (TYP) I \ \ \ , k. ° ` k. \ k \ f goo . . a. \ . \ \\ .\ -� , \ \ \ \\ '\ STRUCTURE 101 .= - � � . . . .- I I a \ k \ v , \ \ t \ .. . . . 10 \ \ \ \ \\ TYPE M INLET I- � . \ \ . � \ .\\ a a�. \.k\ \\ � � .. \'�'�� � �� TOR = 9 {� 4.95 1 \ . k ; , , t , •-. , INV. (E) 901.22 \ \ •. \ V \ k i -'I \ \\ \ . �_ k \ .� \ # 00 t ,� \ . INV. (N) =\ 901.22 . o . . \ ° �1. i \ . . � \ . \ \ 4 \ \ �\ ' �\ . NEENAH R-- 3455 -C i \ \ \ °\ I �•.. t \ \ SkN. P�ANtIGLE b��PR7 ► . t a \\ \� \ \\ A `�\ \ . \\ '� \\ \� ►tv��(S} 888:76 \ \ \ t\ \\ i \\ \\ \\ `, I I•,iV(PS) = 8 8.86 d \ �" I \ \ \ --\ T U {v ". \ A \ - r -,-*Q1 \ �k0^ IT k \\ ` \\ �� 4 1' \ 1 \k�� i \ 1 ,13\Q �k ') J , , t 1 t , t 1 �}.o k . \ \ I \ \ 'I. � . � . . . . � � \ .. .<4 r. � \ \ . � I . \\ . \.. \ f r -- e, \ \ ° , � \ \ \ t , �I I ! -3416. \ .. \ e\ . ..\ , \ \l . \ ° \ \ \ t �� . �.{ l . . ul k a t y ,, \ \ \ l - 4 \ k \ �� I . S \ , \ �° \ \, \ \i ► ,, \ \ \ l� \ ; \ \ °, ,, :1 k \ at \\ I \ \ \ Qi a ,� \ \ \ ct . \ 1 \ ! \ ' \ 11 � �� \ \ \ \ . \\ 1 a \ \\ \ a `�: ii \ \ ,� ro \ i . \ . . \ \ °\ . �, \ \ \ \1 . . . \ \ . .. .. . \ .\ �`1 \ . `� �,\ \\ 1� � . 1\ \ \ \\ � , \ . \� / f- 11 , t \ . . -� . I I ..- \ 0 1w I . . � . - I . \ k A fo a - ; k \ t1 � . , tt .. . . . I . . is . . \ \ \ 1 01\ ' : 3% 1 \ �\ , t . N . . \ I � \ \k X � t \ . . \ \k `, \ . I .\\ I r�\ I` � \ k�\\ C� ) 4 , . . - N x t �\ I ° °�� �, \ 1\ ° �a?, i \ I t, 1 \ \\ \\ k t .: \ \ -`D \\ °\ 4 'a V� k i \ `\ \ . . . \ I \ x C,• - \ . \ ` \ i \ \ `` I . t �, I . 1, \ . \ / . . \I �\ % \t \ \ t r, \� \1 , \ i\ # /SH. # ,, \ \\ . . h \1 Tc 800.5 ec Vo.o \\ CURB ELEVATION \ \ � � � . 11 CONTOUR ` -800-- \\ . . . \\ . \\ . . \ I I . I . . . . � . . . . . � . . . . . \ . I . \ \ I � . . I I . � . . . . �� . I . I . . \ \ I . CALL TOLL FREE . . PER INDIANA STATE LAW IC8- -1 ' ' 26. . IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND . I . I LOCATION SERVICE . TWO . (2). WORKING . : DAYS . BEFORE . COMMENCING WORK. .. . . . A . 1 2 F3 . . I' . � 5 X�.....» K -•--• r --w c_ v � /`� I(t� '�7 t Y - - . --=-• If - x . ---... '( _.- ...... x ----- Y Y ... ---• x ----- I r w ...�... -. k X 9 I 7t R �-�+- r -�-.- v �....- y X % v .._ • �x x -. 'I Y'� -++ �F- - - ..� -..s 7t� t t .. 7 -'T-• X ----. Y -- •...�,� �Y - . �/ -'" ^ . - -- - _ - - - - - _. - ------------ - - .� - .� .� -�. _.. ... _ r. Y.1. -� -.� �'.'i`.�`��..� _--•� �.. .._ l .. Y Y _"";z=---------s--,--\ r . -^a.y r 4 . 1. �•. d z .._. .� 11....JJ /.-•.. _ - yf. .r� -- ...... �j jC _ a .�...•,, tr _mac_ -„� iY - Q et, fe- - - n - elec -= - - -. �ele - - _......,. _ ilec_. - _. _. _. elec- -- - - elec --- -- elec- - - - --. elec ---, �� .. '~ wtr. _ . -`- -� .. . Vtf -- f `} N t (- EASEMENT t I / ---- �' 4 Q) ° .�`- t --1 "u11 �. � i1 / ./� �MM1� tM -6 �� ll��t.A.vlf J. I& J\ 11i _ A Jk.. tiJ.Jt 1.1%1111'' �n .1�. ,>Z"). �,hdv. J -- T., `j ---- -- I - M s A � � a _ ._ - N N -, " - \l1- �- �-� 4 4 . . --- --- -t- c3I 9 O 113 I V,v � � --- - _ °. . 0) G) 8C - t ( L - I - t I / �`, - a / _ , U V ° I / �r - elec -- - - -. - etec- -4 - -- - elef . ~m , I .. / -- - - // -- -... ----- elec---- _.__.e1ec -- -.._ _elec --- I , - - -- -- - - elec- - - L -_ elec- -- etec- clec -efec -elec - -- f etec -- - / STRUCTURE 1 {} ,�j 15' UTILITY EASEMENT -_ I 4- t TYPE M INLET/ / _ / • - - - I . `1v 4 // J a -�~ I g(315.02 R� �R0 / _ �s ,, �o.�b? INV. (S) - 01.0 9 � ✓ , . __ �, ° a SLO ,, NEENAH R-- 3455 --0 / - ,� -, 1 ! �!! J 4 �.-f a g 31 N t. �, / / / -� o ,, .;- 0 1 � I ./ / ,N�11 / / / % G -� / ~ / Yom. n / ° V r� L7 4 t / C7� / . \ � `� it ° �j . �� c • /L J j' v t J / `C v / u G q� 5 35 � / �� / / f. ,l \� / . 9d 5 SC 96 . ° tP / ��" / • . / / , / '- f - 4 � - If `�� -, \ i ,, . /, .. / J �' . / 4 4 %/ / I. / 41 �'j %� go6.a � gab a� a Il �o , . ;r _- . - t BG / % a 4 ,� / iI J I �/ J f �%/ 'I a J ��� . / . a/�(� U W / 4 <� / . v , o / /� °. f 4 =1 . LO � \ ° \ / � %. to v- _ \ // . i - j! LP - tr1 ,` � 4 t `Q ,/ ° d ; . �\ . �JI {- %1Y mo=t Gp`. / . v o % / . ° . a° 4 . f3 O <t ` v ° � . (3 ` / a / / /JJ , . f. � o I 0 0 5�� l� 9O5 • / - ° 4 . C 5 7 1 0,1 O# ', , � 0 90 6 / t / I . ' ,, . I I . I . . . � I )VEI .0 P `, ° IC 05.2 -/ - / i 1 I . �� `/ / L t \ . 0.85 --,---O* GRP ,� ° . . �, 11 )0.65 C)C3.S15 - . � ./ \ ��_--_ I/ . . . . � �C \ / /, �� - \ "? P =- .3 d � 55 I / �. ,� ° 09v, I I 11 WVNLN�e . P , � . N, I -�-�� � , .. % . %.� (�j ()?,� �-1\9-\A- 66 � . . . / / ", I �,� r / . . - I � �16 Fz r 9 � 1 . v C30 g0 � \ �P" . __ - - d ,' ' �� � / I �� � Rip a . ., . Wh . ,�� ro . V) t -�� -)11 . . / If . , � � . - I �� I—, . 43 1 I 4 4 .. 11 I I . . \5 401,0 / . /0 . . . ��6 ,4, . . 10 �, . . I I � 17" z � �'. . � I . I I I \ k ��. ,7 ut-s\ \\ �� I 1, �� - - . \ \ �� Sly ",�, `�� i� R, .. .. �, gQ6.gg \ 0,0 A i \ \ � , i/ % , IC gg5,58 elT, �, A Gt I \ . � . , , , � I . . ,� �� --� /� I . r,r- �--„ \ \\ 3 ''" ... �/' \ t ate, f j . .r,�,,... \ \\ 11 l � . i\ �� 000 �� STRIJCTUR7 102 \ 'i1 \\ . . 4 MANHOLE \ �� \\ . I . TOR � 903 06 ° \�� \\ \\ �� GRADING N DT E S � � I I . . \ %1 N \\ . . . I . . INV. (W) = 900.47 \ , . .a\ \ \\ \\ . \\ 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT \ I . INV. (N) =- 900.87 4 1\ STANDARDS AND SPECIFICATIONS OF THE . FEDERAL, STATE, COUNTY, CITY I- . . . . NEENAH R- -301.0 \\ `t \ �� OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION, � 1. I . `�.\ \\ �\ . I--" ... . . I \ STRUCTURE 10 �� \ 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO I . . . . . X11 �\ STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ' . AQUA -SWIRL AS -2 \\ i ALL FIELD DIMENSIONS. iF ANY DISCREPANCIES ARE FOUND IN THESE PLANS . . I TOR = 905.70 \ \ FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE - I . INV. (W) = 900.79 .\ \ 1, \\ r I -A, ENGINEER IMMEDIATELY. . . \t ,� I .. � . I . INV. (SE) = 900.79 k - ---- . � \ \. . . I s r� I �\ -- 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN . I . I. . i �'` '` �, EQUIPMENT. . . \ \ 11 \ EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND . . .. I � . . I \ ``\\ \ �` . VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY I . . . . . . 1 \ t � A COMPANIES SO AS NOT TO CAUSE DAMAGE. . I I I . . I � \ 1� . . 't\ - \ \\ 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY .COMPANIES 72 HOURS BEFORE . . � . � \ `� \\ \\ CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON .- I I . . . � I . . � \ s�\ \ �� \\ ,, SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE \ a . - . . . \ t \\ I \\ 1\ \� APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING. IS AROUND OR OVER . . I .. ` � t \ . \\ \ EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY I I � � I I � I I . \\ \ \ SO A REPRESENTATIVE OF THAT UTILITY COMPANY � � CAN BE PRESENT . . I . TO. . I . I . . . . . \ \ �\ . \ \\ �. INSTRUCT AND OBSERVE DURING CONSTRUCTION. I � I . I � . . � . . . . I � ` \\ 1� . . . . � . . . . .. -i\ \ \\ 5. TRENCHES FOR ALL STORM DRAiN LINES SHALL BE BACKFILLED COMPLETELY � . I I \ t` \ i \ �, WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 . FEET OF PAVEMENT. . . . \ \ ,\ \ � . I . � I � . \ \ \ \\ �\ . . . . . I I . . \ \ 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT I I . . � I \ I\ \,o ��. \\ ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE . . I \� \ \. MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY . I . .. . � . \ , \ �� \ UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE . . . \ ! \ �� DETERMINED AT THE TIME OF CONSTRUCTION. I . . \ \\ .. . . 1. I I I I i , �1 .. . . . I . 1 \ \ - 74. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER . . �f-• -� 1 \ 1, CONTRACTOR 0 F I T I D . � �� \. l\ \ INSTALLATION, T TEST OR, AND CORRECT, IF ANY, "BIRD . ... �- - \ it \ \� BATH CONDITIONS. . . � 11 I � 1\ I .1 I I I . . . . . . . � . . I . I I ,� . \ ; t, \ 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL \ \ �-.. �� GRADE ELEVATIONS. N \1i \� \ 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW o °' \ , `� \ \ FINISH GRADE ELEVATIONS INDICATED. 1 � r '1 \ \ \\ \\ '� A \\ \\ 10. FLOW LINE ELEVATIONS . ARE GIVEN AT END OF CONCRETE END SECTIONS. . k \t \ \ . . rn \ \\ .a \ \\ . . 1 7 \t' � ��: - 11. TOR TOP OF RIM AND REFLECTS PAVEMENT GRADE. f` s \\ \ \\ - �- _ --' Ir- \ 1% \1 t . . . � \ \ ----- t\ \ \ . 1--�' . 421 E State Road 334 W --- _116th St r ___�- / � tU f �. 1 r I ; , / �� -�' � 11 l� - r , �, \ -I - ;* , -= -,� T 'a , � 1� % - PROJECT . I --I E- -- i f :11, LCICAT'iE]N 4) �� i . t. C . - - j �. `� ti ` 0 I . I %. . to � :: '- C 0 ff °' }� fl6th t -J - If v � f :-I ,- �---- A I -,, �., . . . I �-- v- ' 1. 42 _ 1 . � . . " I Q- , - ,� f VICINITY MAP NOT TO SCALE PROPOSED GRADING LEGEND: ABBREVIATIONS EP = EDGE OF PVMT. TC =. TOP OF CURB BC =BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT ME _- MATCH EXISTING DETAIL # /SH. # DESCRIPTION: aoo.o PROPOSED SPOT Tc 800.5 ec Vo.o PROPOSED CURB ELEVATION ' PROPOSED CONTOUR soo -800-- EXISTING CONTOUR - PROPOSED GRADE BREAK PROPOSED STORM SEWER ABBREVIATIONS EP = EDGE OF PVMT. TC =. TOP OF CURB BC =BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT ME _- MATCH EXISTING DETAIL # /SH. # . DESCRIPTION: 01/C7.1 PROPOSED UNDERDRAiN_.. E.3ft PROPOSED TYPE A INLET ' PROPOSED TYPE M INLET 0 PROPOSED MANHOLE Hu PROPOSED CURB INLET ABBREVIATIONS EP = EDGE OF PVMT. TC =. TOP OF CURB BC =BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT ME _- MATCH EXISTING DETAIL # /SH. # DETAIL 01/C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 . . \t I � . . � . I I x ---- \ \ \ `\ - • \ , \\ \ \ I I . .. � � I . � � I . I � I I . . .. I - . . I '' I � . . \ \ 1 \ ; \ � . \ .- \ . - 1 \``, . 1 t \ � " . 1-1 \ 1 t - �,; . �t \\ \ \, \ . \\ .`, \ < t\ . \ . . I I . 11 I \ \ \1 " � � \ . \ \\ $ \ \ `% I I . � I I I . � \ \ It \\ \\ "- _ .. UTI L ITY. STATEMENT: . .THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER iN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT. WARRANT THAT THE. UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS . NOT. PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.. . 8 9 . . . . . . I U.S.G.S BM . � . . � � BRONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF .ZIONSVILLE; APPROXIMATELY 0.24 MILES NORTHWEST OF THE INTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST ' SIDE OF U.S. .421 t SET IN THE TOP OF A CONCRETE POST. 05 ABOVE THE GROUND; A U.S.C. AND G.S.- BENCHMARK TABLET STAMPED 5 78 1946". ELEV = 901.375 I . CIVIL DESIGNS TBM## -1 CUT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 905.02 1 CIViL DESIGNS _TBM #2 CUT "X" IN GUTTER * OF CURB 7466151± EAST OF. CENTERLINE OF MICHIGAN ROAD (U.S. 421) I I . ELEV 904.62 � � DWN BY: MAT . . CHKD. BY: DMG SCALE: I It = 20' DATE: 06/11/2007 . . � I .. I I . . 1. . I I . I I . I . I OF I . I - -Y 0 u-1-=- . . . . � - \�-�-: 11c.0 11 I . M,� === I -%"-1qiaQm--�� I _ SHEET 4 OF 1 � 1 . . --- - . -------I - -- -, . . � - -- . . . � �wmwlsaam . - I I . .1 �V� 10 11 12 13 14 15 16 . - 2 .1 I 3 I4 15 9 I I10 L11 112 113 . I14 I 116 I ljjjj= . . - __ - _____ - ___ . . . . %. - -..---. _ � _ - --- ------------- _ I � I 1. . . . . � . I I . . � � I . I . . I � 1��Qa_�i___ - 11 . ____ 1 1 , I ,�. 0. M - r --ter . I . . . / � . lop __ ____ __ - . . "I . I . . . . . I � / ,/ �, -11 �_ . . I . I I . . I .. . . . . I . - I � . L . . . . . �. . � . .. _� . . .1 . . . . . . . . . . II �� K' i J i HI G F - f/ � . `,., Ro1_L cud /� . . N � � lllllll . -_ it4LET .. / / "I "I TOR = 901.83 . . . f .1 �' t INV(SW) = 899.73 ._- •- -- - "�'. / I+ ALTUM'S REALTY LIMITED PARTNERSHIP ��- r / / , INSTRUMENT X99- -4572 y _w--- ,��� / -906- --- _ - -- 1 / ✓ i � J �r 1 \ f r r^ - 0 // � � ( ,,►�� - _909 / �� CONSTRUCTION LIMITS ^� �, _ - - - - - -- - - - - _ Property Lin - _ . 1-1 Line _ ____ � _ l ++ r^ . \ � \ . L - I \ . � ,/ rr � ` --- _ - - _ - - -- - �. w - _ _ CDNSTRUOTION�- LIMIT ____ _._ /____ . / \ I \ � - -- __ - - " _ 1 6' Landscape Setback ` � _ _ ` _ _ _ _ -- -- .. _ _.._ ` w -- -- -- _ _ . I \ . � I.. . \ . . . . I r . . / � = =� = ===3 =:I = = = = ®�a������ � � ®A�c��� �� =>�I� ®c= ®-e=�• e.�== =K=�c� =_ = =c3 = = = = = =.1cm =mpg = =. �-- __ -_�_ ----- _.� _ ~- -- �_ -_ I • _ v - • • • • . • . • • • • • • ♦ • • • • • • • • •' • • • • • • • • • -• • • . : • �' • • • : • Y • i •• r •• i 1 :- eY • . • Y•' : -Y - • Y • . Y YT'". Y• �T-f' •Y I""f 1 Y. 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I I 1\ , \ � , � I \ \ .\ \ , \ _ \ \ . I\ \\ \\ I t\ �, . . . \ . . I I . . I 11 . . - I I k . \ I � . I . I . . . . � I � I I � I � I � . . . . . . - . � . . . . � . . . I . I . . � . . . . I � . I . . . � I . . . . � I . I .I � : . . . . . � . I . . � I � . � . . I . . . . I . . . . . . � \ . . I I . .. 1 . I k It . . I . . . . 1 , v I 1 , , \ k 1 I . � \ 11 \\ e \ ,i'�i ` 1 L . I \ \\ \ ° . �- \i \ \\ 1 \ \ \- \\ . -� . . . \ \\ d \ I \ S U C 0 EROS 0 CON 0 MEASU h 0 l i \\ � . I I � . . . � � I . . 11 �. I I \ ( . I t \ �, ° �\ a to ,` 1\ ; . � \ I . . . \ I . . , . . I . . . . . . I . . . . . .� . . . I . . I I . . I . . 1 � . I � , ��� \\ INITIAL SETUP \ , , . , a 4 ``. ; \ ., \ \ �� I L � k � \ . .. /\ � " I � I . . . I . , . ..,% �\ � � \. �\. \\ CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES .� . . .. . I . . . . . . � . . . . L I . . .. - . . � � L . . I . I . L I . . . . I.L . L � � I L . I . . I . . I. . . L . . I L I . . \\ NOTIFY SWCD AGENT AND IDEN 48 HOURS iN ADVANCE OF BEGINNING WORK. . 1 i 4 \ . , l 1 0 \ \ I . . \ \ . I I I . . .. I . . . I . I . . . . . I . /� \ a`\ . 4 \.�., i \ l\ \\ i1 �� 1 .. , �` • . . { i a \ ; l \ \ . I HOLEY MOLEY SAYS 1 \\ FLAG OR DENOTE ALL CONSTRUCTION LIMITS. . k : i , \ , \ Vi\ • POST A NOTICE OF PROJECT -_ I \I . . \ . I r . . _ � - \ .. -I . 0 . �..- - 421 �� E State Rood 334 1N _1 i 6th St _. _x _ �. , -_ I -. / _�_ _ -- __l T_ _ _ _ __ _, _- --- ze + A'S � i /I �'_/ t�IL / - \.; G ?o `(_ % f `� / " i.�,.. . _______�L____ -_--_- PROJECT ." i1 l v I o! LOCATION . U a) m ��. I r �U - �` ` J L \ 1 i% . _�Gt_ 146lh_ - _ a _. Y. ' �. = � -- 06th t "�...rr k rw �_ _ ` _ �: -, -� � ,\ . - 1 \\ \\ � � �_ _____ __ _ - � _ � - _ . . ) . VICINITY MAP . // . " _�_- / _. \ . % . DESCRIPTION: GRAVEL CONSTRUCTION ENTRANCE PROPOSED SILT FENCE .- I `I.I DANDY BAG INLET PROTECTION .•••••....•... . ........••••• . ...... " " " " PROPOSED PERMANENT SEEDING '........•..... _ / . %- . - . J / .. PROPOSED TEMPORARY SEEDING W . _. _ DETAIL # /SH. # DETAIL 01 /C4.1 DETAIL. 02/C4.1 DETAIL 03/C4.1 SHEET C4.1 SHEET C4.1 I . I ■.... i ■ v ■ ■ . r {...d L- L..• %r L.•. 1 N L...! ■ I % , . � . -.. � _�� _ I - / . e. - � . ... � I ) .. / _ _ .� ' I . L . DESCRIPTION: f �; �T� ` � {may; { EXISTING ASPHALT J EXISTING STONE . v : 7 ' EXISTING CONCRETE �, TEMPORARY BENCH MARK A SECTION CORNER . . �; ' REBAR FOUND 0 REBAR SET 9 POWER POLE I . . - ) GUY WIRE ET ELECTRIC TRANSFORMER ELECTRIC METER BOX LIGHT POLE . E9 AIR CONDITIONER GROUND LIGHT -a TELEPHONE PEDESTAL M MAIL BOX C' SIGN 0-`- -- FLAG. POLE . I \ .1 � 1 A �( _,_. 1 - I, J F . . JI. DESCRIPTION; m WATER VALVE FIRE HYDRANT 13 WATER METER . s SANITARY MANHOLE 0 O CLEAN OUT . . - f - CURB INLET . E INLET villa DRAINAGE MANHOLE . @ MANHOLE (D GAS M ETER A GAS VALVE �° DECIDUOUS TREE t�z,a -1 . �`�'� CONIFEROUS TREE /�% i i, ohei OVERHEAD ELECTRIC LiNE . eiec - UNDERGROUND ELECTRIC - te(e - UNDERGROUND TELEPHONE wtr WATER LINE gas GAS LINE . . . � , L I . `� !� D i �.7 SAFELY" ; '� !N PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD . I � . \ ' °� 0, \ ` \ +� ; \ \\ OFFICE TO INCLUDE A COPY OF COMPLEETED NOI LETTER -NPDES . . . . . i \ ' d 1\ l \ , \\ o \ \ PERMIT NUMBER °` °\ , t , I ,1 . G .` CIF ;W�ILABLE), A ND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE ERC�SIDN CONTROL NOTES . ° \ _ -. \ I \ �\ . . - 1 . \ °, \ t w \ I 0 NUMBER. . .. \ . 4. \`' \ \ \\ 0.t , r .. I . . ,. - �\ . . . \ , d \ �\ �, \\ I s $ 1 INSTALL PERIMETER SILT FENCE. 1. ALL CONSTRUCTION METH D O S AND MATERIALS MUST CONFORM TO CURRENT \ 'k INSTALL CONSTRUCTION ENTRANCE.. AND CONCRETE WASHOUT Af EA. STANDARDS AND S PECIF {CATIONS 0 T . \; �i `I �� ', \ \\ . . I F HE FEDERAL, STATE, COUNTY, CITY OR . , a\ �,�, ` \ \\ `�,\ �, � . , INSTALL DANDY BAGS AND SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. LOCAL REQUIREMENTS WHICHEVER H S . , \ \\ i \ A JURISDICTION. \ �' � I DE. . . . . . . \ kk , .1\ 1 1 z j - �\ . BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY.SEEL ALL DISTU RBED AREAS . 2• LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING. \ 0 4 .. v \ l \ \ �<v 1 �\ {MPLEMENT SELF - MONITORING PROGRAM. REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. \ ] l � j\ -I Ply / 3 :i .G�� - ,\ °i �\i� i \ I O. _ t _ _ rr r..i g _ .. _ - _ \ \v�,N \ �\ \l , �! I INSTALL ADDITIONAL SILT FENCES DR OTHER SUCH MECHANISM AS REQUlIEO. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL r INCLUSIVE AS THE CONTRACTOR . .. \\ \\ 4 � \ `, \V - \\ I . . . l �\ SHALL TAKE ALL NECESSARY PRECAUTIONS TD PREVENT SOiL SEDIMENT . \ °� ° \; `\ \ \ \ �, �� FROM LEAVING THE SiTE. ADDITIONAL EROSION' AND SEDIMENT. CONTROL .. \ l . � \ \ , . \\ \ .... , %� . . CONSTRUCTION SEQUENCE . . MEASURES WILL BE INSTALLED IF DEEMED NECESSARY . BY \ \ ON SITE INSPECTION. �\ \ �,li� \ �� ,` '\ �� IT,S THE LAVA'! { \\ 1. INSTALL STONE STAGING AREA FOR WORK ON BUILDINGS. . N . . . .1. . . I . . . I L . . \ . \ \t . ° 1i \ \\ L\- \ C �\ 2. INSTALL STORM AND OTHER UTILITIES. 4. SEDIMENT LADE . I \\ \ \ _ �',_ , \ f \\ \\ . . \ ALL 2 WORKING DAYS BEFORE YOU DIG 1 3. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETEED■ N WATER SHALL BE DETAINED BY EROSION CONTROL . I \ ' . . . ° �` \ ' ' \\ \ '\\ \ �i -SDC) -3 2-JJ�� , %, _ PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN .THE RECEIVING I 1 \ . . - \,�\! . .4 ,I\\ \ \ I \ . \ . . iD �` ,4". START BUILDING CONSTRUCTION. STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A \� , \ \�� \\ �� \\ \\ \ CALL TOLL FREE �\ 5. COMPLETE PARKING LOTS, ROADWAYS AND CURBS. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. . ° . I \\ \ `, � 11 \\ \ I \ INDIANA STATE LAW IC8 -1--2� ?, \\ _ 6 COMPLETE BUILDING _ . ° \ i `\ \\ . . ` IT I S AGAINST THE LAW TO EXCAVATE l r • 7 . l 5. WASTES AND U . . . A .�` \\ \ .I \ , ��\ r .� FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. NOSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE I `\� \\ N .. \ \\ . . WITH NOTIFYING THE UNDERGROUND 8. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES FROM COMPLETED AREAS. RUNOFF. CARRIED FROM THE SITE BY STORMWATER RUNO .PROPER DISPOSAL OF N. � � ` \ \ , \ \ � �-- =� -- ALL WASTES AND UNUSED C i \ , . . \ , \ I ,- \\ ` LOCATION - SERVICE TWO (2) WORKING N SED BUILDING MATERIALS IS REQUIRED, . . I \ . . \ \ 1i x\ \i ; \ ' \ _ DAYS BEFORE COMMENCING WORK. . . I . \ \ N, .\� , \ \\ \ \ \ \ `\ 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE . - . 8 . MINIMIZED.. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE AR FLUSHING .WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE. FOR DISPOSAL, . . . 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL I . BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, . I AND AT LEAST ONCE A WEEK. . I 11 . I . 8. IF INSTALLATION OF STORM DRAINAGES SYSTEM SHOULD BE INTERRUPTED BY. . � WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC, 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED ON--SIT9' . I . I . �. I I . . . . I I I I% \ . " � \7, \ I . \ I . . . N \ I I . . % 1. . I . . I I � I b � � . . � I ! \ . a i \ \ .r . . . I . . . I I 11 \ . . I V � 1 .4- � . .V1 \ . � �\\ . \ � . . x I . � \ . . . I 1___� -1 0*101� __� �z . I 3 4 I5 I6 I 7 1 . % 1 . . . � 1Q. SCHEQULE OF EA�Tk�lU�I4RK P,C�ti�lSTti�S: . I I I �� THE KEPT- TO DURATION A PRACTICAL WHICH AN M. H E AREA SHALL BE�STA8ILIZEO SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL 8E USED TO PROTECT EXPOSED -AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. I . b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL :VEGETATION AND. STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) GAYS AFTER FINAL GRADING OR AS 500N .AxI POSSIBLE. . . � . � . . I - illoolllmllllo. llim m" I . I , --I A 9�V� 10 11 12 13 14 15 1 6 DWN BY: ACT CHKD. BY: DMG SCALE: 1 „ =20, DATE: 0512112007 ___j ___ - �� 1. 69d�� . � . . si ns . � .� 1 2415 directors Row Ste•E Indianapolis, In 46241 . 317- -244 - 1968 F - . . . 244 -1969_ . � j -_ . , ,1�-.�, - I " tw PROJECT NUMBER 07looloolool 70. DESIGN PHASE PRELI M I NARY PLAN NUMBER _l - 6--- a � k-�P,- a SHEET 5 OF i i _. _ DETAIL # /SH. # DETAIL 01 /C4.1 DETAIL. 02/C4.1 DETAIL 03/C4.1 SHEET C4.1 SHEET C4.1 I . I ■.... i ■ v ■ ■ . r {...d L- L..• %r L.•. 1 N L...! ■ I % , . � . -.. � _�� _ I - / . e. - � . ... � I ) .. / _ _ .� ' I . L . DESCRIPTION: f �; �T� ` � {may; { EXISTING ASPHALT J EXISTING STONE . v : 7 ' EXISTING CONCRETE �, TEMPORARY BENCH MARK A SECTION CORNER . . �; ' REBAR FOUND 0 REBAR SET 9 POWER POLE I . . - ) GUY WIRE ET ELECTRIC TRANSFORMER ELECTRIC METER BOX LIGHT POLE . E9 AIR CONDITIONER GROUND LIGHT -a TELEPHONE PEDESTAL M MAIL BOX C' SIGN 0-`- -- FLAG. POLE . I \ .1 � 1 A �( _,_. 1 - I, J F . . JI. DESCRIPTION; m WATER VALVE FIRE HYDRANT 13 WATER METER . s SANITARY MANHOLE 0 O CLEAN OUT . . - f - CURB INLET . E INLET villa DRAINAGE MANHOLE . @ MANHOLE (D GAS M ETER A GAS VALVE �° DECIDUOUS TREE t�z,a -1 . �`�'� CONIFEROUS TREE /�% i i, ohei OVERHEAD ELECTRIC LiNE . eiec - UNDERGROUND ELECTRIC - te(e - UNDERGROUND TELEPHONE wtr WATER LINE gas GAS LINE . . . � , L I . `� !� D i �.7 SAFELY" ; '� !N PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD . I � . \ ' °� 0, \ ` \ +� ; \ \\ OFFICE TO INCLUDE A COPY OF COMPLEETED NOI LETTER -NPDES . . . . . i \ ' d 1\ l \ , \\ o \ \ PERMIT NUMBER °` °\ , t , I ,1 . G .` CIF ;W�ILABLE), A ND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE ERC�SIDN CONTROL NOTES . ° \ _ -. \ I \ �\ . . - 1 . \ °, \ t w \ I 0 NUMBER. . .. \ . 4. \`' \ \ \\ 0.t , r .. I . . ,. - �\ . . . \ , d \ �\ �, \\ I s $ 1 INSTALL PERIMETER SILT FENCE. 1. ALL CONSTRUCTION METH D O S AND MATERIALS MUST CONFORM TO CURRENT \ 'k INSTALL CONSTRUCTION ENTRANCE.. AND CONCRETE WASHOUT Af EA. STANDARDS AND S PECIF {CATIONS 0 T . \; �i `I �� ', \ \\ . . I F HE FEDERAL, STATE, COUNTY, CITY OR . , a\ �,�, ` \ \\ `�,\ �, � . , INSTALL DANDY BAGS AND SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. LOCAL REQUIREMENTS WHICHEVER H S . , \ \\ i \ A JURISDICTION. \ �' � I DE. . . . . . . \ kk , .1\ 1 1 z j - �\ . BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY.SEEL ALL DISTU RBED AREAS . 2• LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING. \ 0 4 .. v \ l \ \ �<v 1 �\ {MPLEMENT SELF - MONITORING PROGRAM. REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. \ ] l � j\ -I Ply / 3 :i .G�� - ,\ °i �\i� i \ I O. _ t _ _ rr r..i g _ .. _ - _ \ \v�,N \ �\ \l , �! I INSTALL ADDITIONAL SILT FENCES DR OTHER SUCH MECHANISM AS REQUlIEO. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL r INCLUSIVE AS THE CONTRACTOR . .. \\ \\ 4 � \ `, \V - \\ I . . . l �\ SHALL TAKE ALL NECESSARY PRECAUTIONS TD PREVENT SOiL SEDIMENT . \ °� ° \; `\ \ \ \ �, �� FROM LEAVING THE SiTE. ADDITIONAL EROSION' AND SEDIMENT. CONTROL .. \ l . � \ \ , . \\ \ .... , %� . . CONSTRUCTION SEQUENCE . . MEASURES WILL BE INSTALLED IF DEEMED NECESSARY . BY \ \ ON SITE INSPECTION. �\ \ �,li� \ �� ,` '\ �� IT,S THE LAVA'! { \\ 1. INSTALL STONE STAGING AREA FOR WORK ON BUILDINGS. . N . . . .1. . . I . . . I L . . \ . \ \t . ° 1i \ \\ L\- \ C �\ 2. INSTALL STORM AND OTHER UTILITIES. 4. SEDIMENT LADE . I \\ \ \ _ �',_ , \ f \\ \\ . . \ ALL 2 WORKING DAYS BEFORE YOU DIG 1 3. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETEED■ N WATER SHALL BE DETAINED BY EROSION CONTROL . I \ ' . . . ° �` \ ' ' \\ \ '\\ \ �i -SDC) -3 2-JJ�� , %, _ PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN .THE RECEIVING I 1 \ . . - \,�\! . .4 ,I\\ \ \ I \ . \ . . iD �` ,4". START BUILDING CONSTRUCTION. STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A \� , \ \�� \\ �� \\ \\ \ CALL TOLL FREE �\ 5. COMPLETE PARKING LOTS, ROADWAYS AND CURBS. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. . ° . I \\ \ `, � 11 \\ \ I \ INDIANA STATE LAW IC8 -1--2� ?, \\ _ 6 COMPLETE BUILDING _ . ° \ i `\ \\ . . ` IT I S AGAINST THE LAW TO EXCAVATE l r • 7 . l 5. WASTES AND U . . . A .�` \\ \ .I \ , ��\ r .� FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. NOSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE I `\� \\ N .. \ \\ . . WITH NOTIFYING THE UNDERGROUND 8. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES FROM COMPLETED AREAS. RUNOFF. CARRIED FROM THE SITE BY STORMWATER RUNO .PROPER DISPOSAL OF N. � � ` \ \ , \ \ � �-- =� -- ALL WASTES AND UNUSED C i \ , . . \ , \ I ,- \\ ` LOCATION - SERVICE TWO (2) WORKING N SED BUILDING MATERIALS IS REQUIRED, . . I \ . . \ \ 1i x\ \i ; \ ' \ _ DAYS BEFORE COMMENCING WORK. . . I . \ \ N, .\� , \ \\ \ \ \ \ `\ 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE . - . 8 . MINIMIZED.. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE AR FLUSHING .WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE. FOR DISPOSAL, . . . 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL I . BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, . I AND AT LEAST ONCE A WEEK. . I 11 . I . 8. IF INSTALLATION OF STORM DRAINAGES SYSTEM SHOULD BE INTERRUPTED BY. . � WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC, 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED ON--SIT9' . I . I . �. I I . . . . I I I I% \ . " � \7, \ I . \ I . . . N \ I I . . % 1. . I . . I I � I b � � . . � I ! \ . a i \ \ .r . . . I . . . I I 11 \ . . I V � 1 .4- � . .V1 \ . � �\\ . \ � . . x I . � \ . . . I 1___� -1 0*101� __� �z . I 3 4 I5 I6 I 7 1 . % 1 . . . � 1Q. SCHEQULE OF EA�Tk�lU�I4RK P,C�ti�lSTti�S: . I I I �� THE KEPT- TO DURATION A PRACTICAL WHICH AN M. H E AREA SHALL BE�STA8ILIZEO SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL 8E USED TO PROTECT EXPOSED -AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. I . b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL :VEGETATION AND. STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) GAYS AFTER FINAL GRADING OR AS 500N .AxI POSSIBLE. . . � . � . . I - illoolllmllllo. llim m" I . I , --I A 9�V� 10 11 12 13 14 15 1 6 DWN BY: ACT CHKD. BY: DMG SCALE: 1 „ =20, DATE: 0512112007 ___j ___ - �� 1. 69d�� . � . . si ns . � .� 1 2415 directors Row Ste•E Indianapolis, In 46241 . 317- -244 - 1968 F - . . . 244 -1969_ . � j -_ . , ,1�-.�, - I " tw PROJECT NUMBER 07looloolool 70. DESIGN PHASE PRELI M I NARY PLAN NUMBER _l - 6--- a � k-�P,- a SHEET 5 OF i i I \ .1 � 1 A �( _,_. 1 - I, J F . . JI. DESCRIPTION; m WATER VALVE FIRE HYDRANT 13 WATER METER . s SANITARY MANHOLE 0 O CLEAN OUT . . - f - CURB INLET . E INLET villa DRAINAGE MANHOLE . @ MANHOLE (D GAS M ETER A GAS VALVE �° DECIDUOUS TREE t�z,a -1 . �`�'� CONIFEROUS TREE /�% i i, ohei OVERHEAD ELECTRIC LiNE . eiec - UNDERGROUND ELECTRIC - te(e - UNDERGROUND TELEPHONE wtr WATER LINE gas GAS LINE . . . � , L I . `� !� D i �.7 SAFELY" ; '� !N PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD . I � . \ ' °� 0, \ ` \ +� ; \ \\ OFFICE TO INCLUDE A COPY OF COMPLEETED NOI LETTER -NPDES . . . . . i \ ' d 1\ l \ , \\ o \ \ PERMIT NUMBER °` °\ , t , I ,1 . G .` CIF ;W�ILABLE), A ND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE ERC�SIDN CONTROL NOTES . ° \ _ -. \ I \ �\ . . - 1 . \ °, \ t w \ I 0 NUMBER. . .. \ . 4. \`' \ \ \\ 0.t , r .. I . . ,. - �\ . . . \ , d \ �\ �, \\ I s $ 1 INSTALL PERIMETER SILT FENCE. 1. ALL CONSTRUCTION METH D O S AND MATERIALS MUST CONFORM TO CURRENT \ 'k INSTALL CONSTRUCTION ENTRANCE.. AND CONCRETE WASHOUT Af EA. STANDARDS AND S PECIF {CATIONS 0 T . \; �i `I �� ', \ \\ . . I F HE FEDERAL, STATE, COUNTY, CITY OR . , a\ �,�, ` \ \\ `�,\ �, � . , INSTALL DANDY BAGS AND SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. LOCAL REQUIREMENTS WHICHEVER H S . , \ \\ i \ A JURISDICTION. \ �' � I DE. . . . . . . \ kk , .1\ 1 1 z j - �\ . BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY.SEEL ALL DISTU RBED AREAS . 2• LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING. \ 0 4 .. v \ l \ \ �<v 1 �\ {MPLEMENT SELF - MONITORING PROGRAM. REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. \ ] l � j\ -I Ply / 3 :i .G�� - ,\ °i �\i� i \ I O. _ t _ _ rr r..i g _ .. _ - _ \ \v�,N \ �\ \l , �! I INSTALL ADDITIONAL SILT FENCES DR OTHER SUCH MECHANISM AS REQUlIEO. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL r INCLUSIVE AS THE CONTRACTOR . .. \\ \\ 4 � \ `, \V - \\ I . . . l �\ SHALL TAKE ALL NECESSARY PRECAUTIONS TD PREVENT SOiL SEDIMENT . \ °� ° \; `\ \ \ \ �, �� FROM LEAVING THE SiTE. ADDITIONAL EROSION' AND SEDIMENT. CONTROL .. \ l . � \ \ , . \\ \ .... , %� . . CONSTRUCTION SEQUENCE . . MEASURES WILL BE INSTALLED IF DEEMED NECESSARY . BY \ \ ON SITE INSPECTION. �\ \ �,li� \ �� ,` '\ �� IT,S THE LAVA'! { \\ 1. INSTALL STONE STAGING AREA FOR WORK ON BUILDINGS. . N . . . .1. . . I . . . I L . . \ . \ \t . ° 1i \ \\ L\- \ C �\ 2. INSTALL STORM AND OTHER UTILITIES. 4. SEDIMENT LADE . I \\ \ \ _ �',_ , \ f \\ \\ . . \ ALL 2 WORKING DAYS BEFORE YOU DIG 1 3. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETEED■ N WATER SHALL BE DETAINED BY EROSION CONTROL . I \ ' . . . ° �` \ ' ' \\ \ '\\ \ �i -SDC) -3 2-JJ�� , %, _ PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN .THE RECEIVING I 1 \ . . - \,�\! . .4 ,I\\ \ \ I \ . \ . . iD �` ,4". START BUILDING CONSTRUCTION. STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A \� , \ \�� \\ �� \\ \\ \ CALL TOLL FREE �\ 5. COMPLETE PARKING LOTS, ROADWAYS AND CURBS. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. . ° . I \\ \ `, � 11 \\ \ I \ INDIANA STATE LAW IC8 -1--2� ?, \\ _ 6 COMPLETE BUILDING _ . ° \ i `\ \\ . . ` IT I S AGAINST THE LAW TO EXCAVATE l r • 7 . l 5. WASTES AND U . . . A .�` \\ \ .I \ , ��\ r .� FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. NOSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE I `\� \\ N .. \ \\ . . WITH NOTIFYING THE UNDERGROUND 8. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES FROM COMPLETED AREAS. RUNOFF. CARRIED FROM THE SITE BY STORMWATER RUNO .PROPER DISPOSAL OF N. � � ` \ \ , \ \ � �-- =� -- ALL WASTES AND UNUSED C i \ , . . \ , \ I ,- \\ ` LOCATION - SERVICE TWO (2) WORKING N SED BUILDING MATERIALS IS REQUIRED, . . I \ . . \ \ 1i x\ \i ; \ ' \ _ DAYS BEFORE COMMENCING WORK. . . I . \ \ N, .\� , \ \\ \ \ \ \ `\ 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE . - . 8 . MINIMIZED.. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE AR FLUSHING .WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE. FOR DISPOSAL, . . . 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL I . BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, . I AND AT LEAST ONCE A WEEK. . I 11 . I . 8. IF INSTALLATION OF STORM DRAINAGES SYSTEM SHOULD BE INTERRUPTED BY. . � WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC, 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED ON--SIT9' . I . I . �. I I . . . . I I I I% \ . " � \7, \ I . \ I . . . N \ I I . . % 1. . I . . I I � I b � � . . � I ! \ . a i \ \ .r . . . I . . . I I 11 \ . . I V � 1 .4- � . .V1 \ . � �\\ . \ � . . x I . � \ . . . I 1___� -1 0*101� __� �z . I 3 4 I5 I6 I 7 1 . % 1 . . . � 1Q. SCHEQULE OF EA�Tk�lU�I4RK P,C�ti�lSTti�S: . I I I �� THE KEPT- TO DURATION A PRACTICAL WHICH AN M. H E AREA SHALL BE�STA8ILIZEO SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL 8E USED TO PROTECT EXPOSED -AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. I . b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL :VEGETATION AND. STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) GAYS AFTER FINAL GRADING OR AS 500N .AxI POSSIBLE. . . � . � . . I - illoolllmllllo. llim m" I . I , --I A 9�V� 10 11 12 13 14 15 1 6 DWN BY: ACT CHKD. BY: DMG SCALE: 1 „ =20, DATE: 0512112007 ___j ___ - �� 1. 69d�� . � . . si ns . � .� 1 2415 directors Row Ste•E Indianapolis, In 46241 . 317- -244 - 1968 F - . . . 244 -1969_ . � j -_ . , ,1�-.�, - I " tw PROJECT NUMBER 07looloolool 70. DESIGN PHASE PRELI M I NARY PLAN NUMBER _l - 6--- a � k-�P,- a SHEET 5 OF i i . . . � , L I . `� !� D i �.7 SAFELY" ; '� !N PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD . I � . \ ' °� 0, \ ` \ +� ; \ \\ OFFICE TO INCLUDE A COPY OF COMPLEETED NOI LETTER -NPDES . . . . . i \ ' d 1\ l \ , \\ o \ \ PERMIT NUMBER °` °\ , t , I ,1 . G .` CIF ;W�ILABLE), A ND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE ERC�SIDN CONTROL NOTES . ° \ _ -. \ I \ �\ . . - 1 . \ °, \ t w \ I 0 NUMBER. . .. \ . 4. \`' \ \ \\ 0.t , r .. I . . ,. - �\ . . . \ , d \ �\ �, \\ I s $ 1 INSTALL PERIMETER SILT FENCE. 1. ALL CONSTRUCTION METH D O S AND MATERIALS MUST CONFORM TO CURRENT \ 'k INSTALL CONSTRUCTION ENTRANCE.. AND CONCRETE WASHOUT Af EA. STANDARDS AND S PECIF {CATIONS 0 T . \; �i `I �� ', \ \\ . . I F HE FEDERAL, STATE, COUNTY, CITY OR . , a\ �,�, ` \ \\ `�,\ �, � . , INSTALL DANDY BAGS AND SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. LOCAL REQUIREMENTS WHICHEVER H S . , \ \\ i \ A JURISDICTION. \ �' � I DE. . . . . . . \ kk , .1\ 1 1 z j - �\ . BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY.SEEL ALL DISTU RBED AREAS . 2• LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING. \ 0 4 .. v \ l \ \ �<v 1 �\ {MPLEMENT SELF - MONITORING PROGRAM. REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. \ ] l � j\ -I Ply / 3 :i .G�� - ,\ °i �\i� i \ I O. _ t _ _ rr r..i g _ .. _ - _ \ \v�,N \ �\ \l , �! I INSTALL ADDITIONAL SILT FENCES DR OTHER SUCH MECHANISM AS REQUlIEO. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL r INCLUSIVE AS THE CONTRACTOR . .. \\ \\ 4 � \ `, \V - \\ I . . . l �\ SHALL TAKE ALL NECESSARY PRECAUTIONS TD PREVENT SOiL SEDIMENT . \ °� ° \; `\ \ \ \ �, �� FROM LEAVING THE SiTE. ADDITIONAL EROSION' AND SEDIMENT. CONTROL .. \ l . � \ \ , . \\ \ .... , %� . . CONSTRUCTION SEQUENCE . . MEASURES WILL BE INSTALLED IF DEEMED NECESSARY . BY \ \ ON SITE INSPECTION. �\ \ �,li� \ �� ,` '\ �� IT,S THE LAVA'! { \\ 1. INSTALL STONE STAGING AREA FOR WORK ON BUILDINGS. . N . . . .1. . . I . . . I L . . \ . \ \t . ° 1i \ \\ L\- \ C �\ 2. INSTALL STORM AND OTHER UTILITIES. 4. SEDIMENT LADE . I \\ \ \ _ �',_ , \ f \\ \\ . . \ ALL 2 WORKING DAYS BEFORE YOU DIG 1 3. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETEED■ N WATER SHALL BE DETAINED BY EROSION CONTROL . I \ ' . . . ° �` \ ' ' \\ \ '\\ \ �i -SDC) -3 2-JJ�� , %, _ PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN .THE RECEIVING I 1 \ . . - \,�\! . .4 ,I\\ \ \ I \ . \ . . iD �` ,4". START BUILDING CONSTRUCTION. STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A \� , \ \�� \\ �� \\ \\ \ CALL TOLL FREE �\ 5. COMPLETE PARKING LOTS, ROADWAYS AND CURBS. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. . ° . I \\ \ `, � 11 \\ \ I \ INDIANA STATE LAW IC8 -1--2� ?, \\ _ 6 COMPLETE BUILDING _ . ° \ i `\ \\ . . ` IT I S AGAINST THE LAW TO EXCAVATE l r • 7 . l 5. WASTES AND U . . . A .�` \\ \ .I \ , ��\ r .� FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. NOSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE I `\� \\ N .. \ \\ . . WITH NOTIFYING THE UNDERGROUND 8. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES FROM COMPLETED AREAS. RUNOFF. CARRIED FROM THE SITE BY STORMWATER RUNO .PROPER DISPOSAL OF N. � � ` \ \ , \ \ � �-- =� -- ALL WASTES AND UNUSED C i \ , . . \ , \ I ,- \\ ` LOCATION - SERVICE TWO (2) WORKING N SED BUILDING MATERIALS IS REQUIRED, . . I \ . . \ \ 1i x\ \i ; \ ' \ _ DAYS BEFORE COMMENCING WORK. . . I . \ \ N, .\� , \ \\ \ \ \ \ `\ 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE . - . 8 . MINIMIZED.. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE AR FLUSHING .WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE. FOR DISPOSAL, . . . 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL I . BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, . I AND AT LEAST ONCE A WEEK. . I 11 . I . 8. IF INSTALLATION OF STORM DRAINAGES SYSTEM SHOULD BE INTERRUPTED BY. . � WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC, 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED ON--SIT9' . I . I . �. I I . . . . I I I I% \ . " � \7, \ I . \ I . . . N \ I I . . % 1. . I . . I I � I b � � . . � I ! \ . a i \ \ .r . . . I . . . I I 11 \ . . I V � 1 .4- � . .V1 \ . � �\\ . \ � . . x I . � \ . . . I 1___� -1 0*101� __� �z . I 3 4 I5 I6 I 7 1 . % 1 . . . � 1Q. SCHEQULE OF EA�Tk�lU�I4RK P,C�ti�lSTti�S: . I I I �� THE KEPT- TO DURATION A PRACTICAL WHICH AN M. H E AREA SHALL BE�STA8ILIZEO SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL 8E USED TO PROTECT EXPOSED -AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. I . b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL :VEGETATION AND. STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) GAYS AFTER FINAL GRADING OR AS 500N .AxI POSSIBLE. . . � . � . . I - illoolllmllllo. llim m" I . I , --I A 9�V� 10 11 12 13 14 15 1 6 DWN BY: ACT CHKD. BY: DMG SCALE: 1 „ =20, DATE: 0512112007 ___j ___ - �� 1. 69d�� . � . . si ns . � .� 1 2415 directors Row Ste•E Indianapolis, In 46241 . 317- -244 - 1968 F - . . . 244 -1969_ . � j -_ . , ,1�-.�, - I " tw PROJECT NUMBER 07looloolool 70. DESIGN PHASE PRELI M I NARY PLAN NUMBER _l - 6--- a � k-�P,- a SHEET 5 OF i i 8 . MINIMIZED.. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE AR FLUSHING .WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE. FOR DISPOSAL, . . . 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL I . BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, . I AND AT LEAST ONCE A WEEK. . I 11 . I . 8. IF INSTALLATION OF STORM DRAINAGES SYSTEM SHOULD BE INTERRUPTED BY. . � WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC, 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED ON--SIT9' . I . I . �. I I . . . . I I I I% \ . " � \7, \ I . \ I . . . N \ I I . . % 1. . I . . I I � I b � � . . � I ! \ . a i \ \ .r . . . I . . . I I 11 \ . . I V � 1 .4- � . .V1 \ . � �\\ . \ � . . x I . � \ . . . I 1___� -1 0*101� __� �z . I 3 4 I5 I6 I 7 1 . % 1 . . . � 1Q. SCHEQULE OF EA�Tk�lU�I4RK P,C�ti�lSTti�S: . I I I �� THE KEPT- TO DURATION A PRACTICAL WHICH AN M. H E AREA SHALL BE�STA8ILIZEO SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL 8E USED TO PROTECT EXPOSED -AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. I . b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL :VEGETATION AND. STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) GAYS AFTER FINAL GRADING OR AS 500N .AxI POSSIBLE. . . � . � . . I - illoolllmllllo. llim m" I . I , --I A 9�V� 10 11 12 13 14 15 1 6 DWN BY: ACT CHKD. BY: DMG SCALE: 1 „ =20, DATE: 0512112007 ___j ___ - �� 1. 69d�� . � . . si ns . � .� 1 2415 directors Row Ste•E Indianapolis, In 46241 . 317- -244 - 1968 F - . . . 244 -1969_ . � j -_ . , ,1�-.�, - I " tw PROJECT NUMBER 07looloolool 70. DESIGN PHASE PRELI M I NARY PLAN NUMBER _l - 6--- a � k-�P,- a SHEET 5 OF i i ___ - �� 1. 69d�� . � . . si ns . � .� 1 2415 directors Row Ste•E Indianapolis, In 46241 . 317- -244 - 1968 F - . . . 244 -1969_ . � j -_ . , ,1�-.�, - I " tw PROJECT NUMBER 07looloolool 70. DESIGN PHASE PRELI M I NARY PLAN NUMBER _l - 6--- a � k-�P,- a SHEET 5 OF i i K RANKING* SALT TOLERANCE (,TO BOTH SOIL SALTS & SPRAYI 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE J SEEDBED PREPARATION APPLY LIME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12. ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. APPROXIMATELY 1000 POUNDS PER ACRE ) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH ��A�rHARROW DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING - SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. I IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. 4 5 1 12 3 SUITABLE pH Vj w M LBS /ACRE K RANKING* SALT TOLERANCE (,TO BOTH SOIL SALTS & SPRAYI 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE J SEEDBED PREPARATION APPLY LIME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12. ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. APPROXIMATELY 1000 POUNDS PER ACRE ) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH ��A�rHARROW DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING - SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. I IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. 4 5 SEED TOLERANCE CHART ri U WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** SPECIES SEEDING RATE SUITABLE pH Vj w EROSION CONTROL MEASURE LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 s 2 1 2 ^ 25 .6 5.5 -8.3 AND AS 1 PRIOR Z EXISTING INLET PROTECTION WEEKLY, AFTER STORM Q U) NEEDED 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 Z N 1 AND AS CREEPING RED FESCUE 1 15 .4 WEEKLY, AFTER STORM EVENTS AND AS STEEP BANKS AND CUTS 4, TALL FESCUE OZ .4 5.8 -7.5 OZ .� W ZQ KENTUCKY BLUEGRASS 25 SOIL Z w �\ wM o-�� i\ W wo o� =z 5.5 -8.3 SOIL 1 CONDITION ° w <C...1 N O w _i h' ° �w� WEEKLY, AFTER o w OJ c� Qw W W TOLERANCE WET NORM DRY GEN. SOIL SPRAY CREEPING RED FESCUE can v EACH INLET IS PLACED U- z 3 = L 7. PERENNIAL RYEGRASS �� CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20 -25 12--18 7 -21 8. TALL FESCUE 170 S FESTUCA RUBRA 2 1 2 REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT POA PROTINSIS TALL FESCUE 2 1 1 1 1 1 LOW 1 24 -35 24 -36 5 -14 T FESTUCA L. ARUNDINACEA PERENNIAL RYEGRASS 2 1 2 _ 1 2 MED 2 15_20 12 -18 5 -10 MT LOLLUM PERENNE HIGH SEED TOLERANCE CHART ri U WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY EROSION CONTROL MEASURE LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 AND AS 1 PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 AND AS CREEPING RED FESCUE 1 15 .4 WEEKLY, AFTER STORM EVENTS AND AS STEEP BANKS AND CUTS 4, TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 WATER AS NEEDED \ \, r,- \ r i ; \� \ It\/ \ f " \ i i\ 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 EVENTS CREEPING RED FESCUE 40 .9 EACH INLET IS PLACED 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 N/A TURF TYPE AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES 8. TALL FESCUE 170 4.0 5,5 -8.3 2 1 2 * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. PERMANENT SEED MIXTURE CHART ®a E C EROSION CONTROL SCHEDULE ` EROSION CONTROL MEASURE (0 MAINTENANCE AUG x INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED AFTER FINAL GRADING s • MOWING AND LITTER DEBRIS REMOVAL WHEAT OR RYE PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING .TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED ;/- - /�• tfr ,r AFTER ROUGH GPADING PERMANENT SEEDING WATER AS NEEDED \ \, r,- \ r i ; \� \ It\/ \ f " \ i i\ AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED REMOVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ®a E C x ` x (0 _D A B 1 1/2" 30 1 1/2" x C x APR x B 1 1/2" 30 1 1/2" x C x APR x JUN x AUG x N x C x APR x x FEB x APR x JUN x AUG x OCT x DEC 1 STAPLE PER SQ. YD. 1- 1/2 STAPLES PER SO. YD. 2 STAPLES PER SQ. YD. ADDITIONAL STAPI ^l 11nrn GENERAL STAPLE RECOMMENDATIONS DUE TO C 300 275 250 225 200 SLOPE 175 LENGTH 150 FT' 125 100 B 75 50 25 0 0 x 0 x NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY 4:1 3:1 2:1 1 :1 CHANNEL DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. LINING AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE SLOPE GRADIENT DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL o4 9 10 11 12 13 14 11, 5 16 TEMPORARY SEEDING DATES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC AFTER FINAL GRADING s • MOWING AND LITTER DEBRIS REMOVAL WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP ANNUAL OR �0% • NUTRIENT AND PESTICIDE USE MANAGEMENT SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1 " DEEP r, h. Ci<, �C f. ,\� 'X t �,. F • DISCING OR AERATION ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP X' ; ., ?: T, r m/ xx I /! " /t\ / , {l "i' .,�/�" X EROSION CONTROL MATS PER MANUFACTURER'S RECOMMENDATIONS PER MANUFACTURER'S AFTER FINAL GRADING ,'�' / RECOMMENDATION / - .��r'\ ' .i ;/- - /�• tfr ,r \ : \ \ /.- \ /� / h \ \, r,- \ r i ; \� \ It\/ \ f " \ i i\ % % ;r r NO X = . ' .r\ \ FOR EASY REMOVAL OF CONTENTS ,// PERMANENT SEEDING DATES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC AFTER FINAL GRADING s • MOWING AND LITTER DEBRIS REMOVAL WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP ANNUAL OR • NUTRIENT AND PESTICIDE USE MANAGEMENT SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1 " DEEP r, h. Ci<, �C f. ,\� 'X t �,. F • DISCING OR AERATION ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP X' ; ., ?: T, r m/ xx I /! " /t\ / , {l "i' .,�/�" X EROSION CONTROL MATS PER MANUFACTURER'S RECOMMENDATIONS PER MANUFACTURER'S AFTER FINAL GRADING ,'�' / RECOMMENDATION / - .��r'\ ' .i ;/- - /�• tfr ,r \ : \ \ /.- \ /� / h \ \, r,- \ r i ; \� \ It\/ \ f " \ i i\ % % 'rte. r \ ; �{ X = . ' .r\ \ FOR EASY REMOVAL OF CONTENTS rk IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL 'h \ }> EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. �L} ryc�;Y /lt z USE MULCH. LATE SUMMER SEEDING GATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. ** INCREASE SEEDING APPLICATION BY 50 %. * NOT NECESSARY WHERE MULCH IS APPLIED. NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. CRITICAL POINTS e C , A 13 C 5 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED EROSION CONTROL SCHEDULE POST CONSTRUCTION TEMPORARY SEEDINGS MAINTENANCE /MONITORING ACTIVITY SCHEDULE INSTALLATION SEQUENCE 00 DATE: TYPE OF SEED 1000 SQ. FT. ACRE REMARKS • WATERING ONCE ESTABLISHED & . THROUGH DROUGHT TIMES n AFTER FINAL GRADING s • MOWING AND LITTER DEBRIS REMOVAL WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP ANNUAL OR • NUTRIENT AND PESTICIDE USE MANAGEMENT SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1 " DEEP r, h. Ci<, �C f. ,\� 'X t �,. F • DISCING OR AERATION ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. CRITICAL POINTS e C , A 13 C 5 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED EROSION CONTROL SCHEDULE POST CONSTRUCTION MEASURE MAINTENANCE /MONITORING ACTIVITY SCHEDULE INSTALLATION SEQUENCE 00 DATE: 05/21/2007 PERMANENT SEEDING • WATERING ONCE ESTABLISHED & . THROUGH DROUGHT TIMES n AFTER FINAL GRADING s • MOWING AND LITTER DEBRIS REMOVAL x. xx r. f • STABILIZATION OF ERODED SLOPES ANNUAL OR • NUTRIENT AND PESTICIDE USE MANAGEMENT AS NEEDED • DETHATCHING AND REMOVAL OF THATCHING r, h. Ci<, �C f. ,\� 'X t �,. F • DISCING OR AERATION y DANDY BAG C� II SEEDING /SODDING TO RESTORE GROUND COVER 5 -YEAR CYCLE X' ; ., ?: T, r (USE PROPER EROSION AND SEDIMENT CONTROL) /t\ / , {l "i' .,�/�" X EROSION CONTROL MATS PER MANUFACTURER'S RECOMMENDATIONS PER MANUFACTURER'S AFTER FINAL GRADING ,'�' / RECOMMENDATION / - LIC o i r sQ. \ OP. . NON WOVEN GEOTEXTILE SPACE POSTS PER FABRIC MANUFACTURER RECOMMENDATIONS Ix FILTER FABRIC WOOD POST FLOW ,i` : -; NOTE: AND TO SUPPORT APPLIED LOADS. d' EXTEND FABRIC ,� \ �' �; / % f / ; HEAT EXPOSURE. TO 8 BELOW ��� �, / . v SURFACE \ SILK' FENCE CONSTRUCTION o2 NOT TO SCALE C4.1 GRATE iM 12" MINIMUM-/ ' IM�NI �OO�OOO� CHKD. BY: LIFT STRAPS N, THICKNESS 5 i 2 00 DATE: 05/21/2007 n \ / s s x. xx r. f A2 COARSE GGREGATE r, h. Ci<, �C f. ,\� 'X t �,. F Fk � y DANDY BAG C� II � %.. \.;/ '.l ;'C,X. , ,. X X' ; ., ?: T, r r� /.?' x / /t\ / , {l "i' .,�/�" X 1�, \ X.X / \\! r\�t i i;`x ,'�' / ,'�\,/�` .� \ / - .��r'\ ' .�� Y \n.1y ' - /�• tfr ,r \ : \ \ /.- \ /� / h \ \, r,- \ r i ; \� \ It\/ \ f " \ i i\ r ' 'rte. r \ ; �{ X = . ' .r\ \ FILTER FABRIC WOOD POST FLOW ,i` : -; NOTE: AND TO SUPPORT APPLIED LOADS. d' EXTEND FABRIC ,� \ �' �; / % f / ; HEAT EXPOSURE. TO 8 BELOW ��� �, / . v SURFACE \ SILK' FENCE CONSTRUCTION o2 NOT TO SCALE C4.1 GRATE iM 12" MINIMUM-/ ' IM�NI �OO�OOO� CHKD. BY: LIFT STRAPS N, THICKNESS 5 i 2 00 DATE: 05/21/2007 DANDY BAG 11 r. f A2 COARSE GGREGATE GEOTEXTILE FABRIC TO STABILIZE y DANDY BAG C� II FOUNDATION ESPECIALLY IMPORTANT WHERE W NESS IS ANTICIPATED) STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT TEMPORARY CONSTRUCTION ENTRANCE o1 NOT TO SCALE DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS INSTALLATION AND MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG 110 SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG ii IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. DANDY BAG II 03 NOT TO SCALE C4.1 7 $ 9 ��� 10 11 12 13 14 15 16 I o-F REVISION RECORD I l •� �G \S TE,Q� •. C i No • • PE910337 • STATE OF i -0 •0 �i �0 •' �Ni71ANP:•�• w� o� S /O N AL EN, �♦ ♦♦ I I DATE: 06/22/2007 DWN BY: ACT CHKD. BY: DMG SCALE: NTS DATE: 05/21/2007 -1► Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX - 244 -1969 A Me PROJECT NUMBER 07-170 DESIGN PHASE PRELIMINARY PLAN NUMBER SHEET 6 OF 7 1 1 M ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS Section A Al INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS SEE EROSION CONTROL PLAN SHEET C4.0 A2 11 "X17" PLAT OF BUILDING LOT NUMBERS /BOUNDARIES AND ROADS N/A A3 NATURE AND PURPOSE OF PROJECT COMM ERCIAL /RETAI L A4 PROJECT SITE VICINITY MAP SEE TITLE SHEET CO.0 A5 LEGAL DESCRIPTION OF PROJECT SITE LATTITUDE /LONGITUDE: 39'56'51 "N / 86'14'21 "W A6 LOTS AND PROPOSED SITE IMPROVEMENTS SEE SITE PLAN SHEET C2.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) HYDROLOGIC UNIT CODE: 051 20201 1 20080 A8 STATE OR FEDERAL WATER QUALITY PERMITS CONSTRUCTION IN A FLOODWAY (IDNR): N/A 401 WATER QUALITY CERTIFICATION (IDEM): N/A SECTION 404 PERMIT (USACOE): N/A A9 POINTS OF STORMWATER DISCHARGE FROM SITE STORMWATER WILL DRAIN TO THE EXISTING WESTON POINTE STORM SYSTEM AND DETENTION POND. A10 ADJACENT WETLANDS, LAKES AND WATER COURSES NONE KNOWN. All RECEIVING WATERS LONG BRANCH Al2 POTENTIAL DISCHARGES TO GROUND WATER NONE KNOWN Al FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES NONE KNOWN A14 PRE - CONSTRUCTION /POST- CONSTRUCTION PEAK DISCHARGE PEAK DISCHARGE (PRE- CONSTRUCTION) IN 10 -YEAR: 1.34 CFS PEAK DISCHARGE (POST - CONSTRUCTION) IN 10 -YEAR: 5.33 CFS A15 ADJACENT LAND USE NORTH COMMERCIAL SOUTH - COMMERCIAL EAST - COMMERCIAL WEST - COMMERCIAL A16 CONSTRUCTION LIMITS SEE EROSION CONTROL PLAN SHEET C4.0 A17 EXISTING VEGETATIVE COVER THE OUTLOT IS CURRENTLY UNDEVELOPED. Al SOILS MAP AND SOIL DESCRIPTIONS EXISTING SOIL TYPES & DESCRIPTION Br (Brookston Silty Clay Loam, overwash) Soil Characteristics: very poorly drained; Potential and Limitations: Fair; for building site: fair to poor shear. CrA (Crosby Silt Loam, 0 -3% slopes) Soil Characteristics: deep, somewhat poorly drained; Potential and "Limitations: Fair; for building site: fair to poor shear. MmB2 (Miami Silt Loam, 2 -6% slopes, eroded) Soil Characteristics: well drained; Potential and Limitations: Fair; for building site: fair; severe wetness. IIIIIIIIIIIIIIIHW I �2 Gl E' I C B A 2 13 14 15 I6 I7 l8 1 U t. '4 4 - .a 111WIN- _0 F.'11 0'Fdd, pli \/4 1 + Z - M , `Y i 4 r a 3 z > X 5 h= a: •i h '{ t - - �Ci s A Y t s a � f A19 PROPOSED STORMWATER SYSTEMS SEE GRADING PLAN SHEET C3.0 FOR MEASURES, LOCATIONS AND DETAILS A20 OFF -SITE CONSTRUCTION ACTIVITIES NONE A21 PROPOSED SOIL STOCKPILES SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATION(S) A22 SITE TOPOGRAPHY SEE GRADING PLAN SHEET C3.0 A23 FINAL SITE TOPOGRAPHY SEE GRADING PLAN SHEET C3.0 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B) B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON -SITE • PAINTS, THINNERS AND SOLVENTS ENSURE THAT CONTAINERS HAVE LIDS SO THAT THEY CAN BE COVERED BEFORE PERIODS OF RAIN, AND KEEP CONTAINERS IN DRY, COVERED AREA WHENEVER POSSIBLE. BATTERIES STORE ONSITE IN DRY COVERED AREA AND DISPOSE OF PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH STATE, LOCAL AND FEDERAL REGULATIONS • AEROSOL SPRAY PRODUCTS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • ADHESIVES STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • BIOLOGICAL SOLID WASTE TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT CONTAINERS FROM OVERFILLING. UNTREATED, RAW SEWAGE OR SEPTAGE SHOULD NEVER BE DISCHARGED OR BURIED ONSITE. y; .CrA1 CeA B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (continued from previous column) • REGULATED PCB MATERIAL . STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • MOTOR OIL STORE PETROLEUM PRODUCTS FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY PLASTIC LINER ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. MOTOR OIL SHOULD BE CHANGED IN A DESIGNATED AREA WITH A METAL CATCH PAN OF 4'X4'X8" MIN. AND PROPERLY DISPOSED OF. • ANTIFREEZE STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • FUEL STORE FUEL FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY PLASTIC ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. • BRAKE FLUIDS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • HYDRAULIC FLUIDS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • RUBBLE- ASPHALT /CONCRETE DISPOSE OF IN PROPER CONTAINERS AND RECYCLE PER LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. • LAND CLEARING DEBRIS RECYCLE APPROPRIATELY IN APPROPRIATELY MARKED CONTAINERS AND SCHEDULE REGULAR PICKUP BEFORE OVERFILLING OCCURS. • WASTE ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL TRASH AND NON- RECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT THROW TRASH ON GROUND OR BURY MATERIALS ON SITE. • UNUSED BUILDING MATERIALS ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL RECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT BURY MATERIALS ON SITE. • CONCRETE (MASONRY) WASHOUT CONCRETE WASHOUT AREAS SHOULD A BERMED, SELF CONTAINED AREA APPROXIMATELY 10'X10'X3' IN PLACE TO CONTAIN THE CONCRETE, BUT ALLOW THE WATER TO INFILTRATE THE GROUND. DRIED MATERIAL SHALL BE REMOVED AND DISPOSED OF PROPERLY. THE CONCRETE WASHOUT AREA SHALL BE LOCATED IN AN AREA WHERE FUTURE PAVEMENT WILL BE INSTALLED, BUT AWAY FROM STORMWATER STRUCTURES AND WATER BODIES. SEE DETAIL. • FERTILIZERS /PESTICIDES /DETERGENTS FERTILIZERS AND PESTICIDES WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TIME TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. THE ORIGINAL LABEL AND SAFETY INFORMATION WILL BE RETAINED. STORAGE AREAS SHALL BE BERMED TO CONTAIN SPILL FROM RUNNING INTO GROUNDWATER OR STORM SYSTEM. B2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION INITIAL SETUP • CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES. • NOTIFY SWCD AGENT AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK. • FLAG OR DENOTE ALL CONSTRUCTION LIMITS. • POST A NOTICE OF PROJECT IN PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD OFFICE, TO INCLUDE A COPY OF COMPLETED N01 LETTER, NPDES PERMIT NUMBER (IF AVAILABLE), AND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE NUMBER. • INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS AND STANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FOR IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN REPORT. *INSTALL PERIMETER SILT FENCE. • AFTER THE PERIMETER PRACTICES ARE INSTALLED, A MEETING WITH SWCD IS REQUIRED BEFORE ADDITIONAL CONSTRUCTION PROCEEDS *INSTALL SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. • INSTALL EROSION CONTROL MAT. • BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. • BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY SEED ALL DISTURBED AREAS). • IMPLEMENT SELF - MONITORING PROGRAM. INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH MECHANISM AS REQUIRED. CONSTRUCTION SEQUENCE 1. TEMPORARY OR PERMANENT SEED SITE PERIMETER. 2. BEGIN CONSTRUCTION OF PROPOSED DETENTION POND THEN PROCEED ON INSTALLING EROSION CONTROL BLANKET AS INDICATED ON SHEET C4.1. 3. INSTALL PROPOSED STORMWATER QUALITY TREATMENT UNIT. 4. INSTALL RIP RAP PROTECTION FOR PROPOSED DETENTION POND. 5. INSTALL STORM AND OTHER UTILITIES. BEGIN ON OUTLET AND DOWNSTREAM STORM SEWERS SOUTHEAST OF THE SITE, THEN PROCEED ONTO NORTH AND WEST OF THE SITE. 6. INSTALL WIRE BASKET INLET PROTECTION AND SANDBAGS AS STORM INLETS ARE COMPLETED. 7. START BUILDING CONSTRUCTION. 8. COMPLETE PARKING LOTS DRIVEWAYS, CURBS AND RETAINING WALLS. P 9. COMPLETE BU ILDING. 10. FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. 11. ONCE CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED, THE CONTRACTOR WILL REMOVE ANY SEDIMENT FROM THE POND AND STABILIZE ANY DISTURBED AREAS OF THE POND. EROSION CONTROL IMPLEMENTATION NOTES UPON COMPLETION OF THE INITIAL SITE INSPECTION AND BEFORE ANY VEGETATION IS REMOVED FROM THE SITE, THE EROSION CONTROL PLAN SHALL BE IMPLEMENTED. THE PLAN SHALL BE CONTINUALLY MAINTAINED AND UPDATED AS NEEDED. ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THE GUIDANCE OF A PROFESSIONAL EXPERIENCED IN EROSION CONTROL. ALL OTHER NON- ENGINEERED EROSION CONTROL MEASURES INVOLVING VEGETATION WILL BE INSTALLED ACCORDING TO THE SPECIFICATIONS AND CRITERIA AS SET FORTH IN THE EROSION CONTROL PLAN. IDENTIFY AND PROTECT ALL EXISTING VEGETATION DESIGNATED TO REMAIN. RETAIN EXISTING VEGETATION WHEREVER POSSIBLE ALL STOCKPILED TOPSOIL TO BE SALVAGED SHALL BE PERIMETER PROTECTED. RUNOFF FROM STOCKPILES WILL BE FILTERED THROUGH SILT FENCES AND THE SEDIMENT BASIN. STOCKPILES SHALL NOT INTERFERE WITH NATURAL DRAINAGE. THE STOCKPILES SHALL BE REDISTRIBUTED OVER THE SITE AND FINAL GRADED IMMEDIATELY PRIOR TO SEEDING. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. ALL AREAS WHICH CAN BE REGRADED TO A FINAL STATE SHALL BE REVEGETATED WITH AN APPROVED SEED MIXTURE AND FERTILIZED AT THE RATES INDICATED AS PER THE SEED CHART (SHEET C4.1). 1 12 3 4 5 6 (7 8 [` T ^� 110 11 112 13 _ (14 15 116 I o THE SWCD AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL B3 CONSTRUCTION ENTRANCE LOCATION NTS ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING, CONTRACTOR SHALL NOTIFY THE SEE SHEET C4.0 FOR LOCATIONS; SEE DETAILS SHEET C4.1 B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS SWCD IN ADVANCE AND ARRANGE FOR THE LANDSCAPING CONTRACTOR TO FOLLOW UP B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS AMON U IMMEDIATELY WITH REVEGETATION OF THE REMAINING AREAS. SILT FENCE, TEMPORARY AND PERMANENT SEEDING; SEE EROSION CONTROL PLAN SEE DETAIL SHEET C4.1 B14 MONITORING AND MAINTENANCE GUIDELINES V) W A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE: SHEET C4.0 FOR LOCATIONS; SEE DETAILS SHEET C4.1. 3. ANY BARE DISTRUBED AREAS WILL BE GRADED, SEEDED AND MULCHED OR OTHERWISE O EROSION CONTROL PLAN • BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH 1/2 STORM EVENT; AND B5 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Jaz * A MINIMUM OF ONE (1) TIME PER WEEK. SEE DETAILS SHEET C4.1 POST - CONSTRUCTION COMPONENT (SeCtlOn C) ON SHEET C4.1. B6 INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS WILL: THE EVALUATION WILL: SANDBAG INLET PROTECTION SEE SHEET C4.0; DETAILS ON SHEET C4.1 Cl POTENTIAL POLLUTANT SOURCES FROM * ADDRESS THE MAINTENANCE OF EXISTING EROSION CONTROL MEASURES TO W� ENSURE PROPER FUNCTIONING; AND B7 RUNOFF CONTROL MEASURES PROPOSED LAND USE • IDENTIFY ANY ADDITIONAL MEASURES NECESSARY TO MEET THE REQUIREMENTS OF SILT FENCE: SEE PLAN SHEET C4.0; DETAILS SHEET C4.1 THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS THE EROSION CONTROL PLAN. B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS EXPECTED FROM THIS PROJECT WILL COME FROM THE n/a VEHICLES TH.43 UTILIZE THE SITE. POTENTIAL POLLUTANTS FROM WRITTEN EVALUATION REPORTS INCLUDE: B9 GRADE STABILIZATION STRUCTURES VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE, • THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; _ n/° BRAKE FLUID, METALS, RUBBER FRAGMENTS AND .OTHER *THE DATE OF THE EVALUATION; UO 0 HYDROCARBONS. ALSO SAND AND GRAVEL FROM ROADWAY • PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND B10 CONSTRUCTION DETAILS FOR STORMWATER MEASURES SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED. • DETAILS OR CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED. SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS AND DETAILS SHEET C4.1 BACTERIA AND OTHER BIOLOGICAL AGENTS FROM DUMPSTER HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. HAZARDOUS WASTE B11 TEMPORARY SURFACE STABILIZATION METHODS AREAS AND LITTERING ARE ALSO CONSIDERED POTENTIAL ALL WRITTEN EVALUATION REPORTS FOR THE PROJECT SITE WILL BE MAINTAINED BY POLLUTANTS. THE CONSTRUCTION SUPERINTENDENT THROUGHOUT THE TERM OF THE PROJECT 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT CONSTRUCTION AND MADE AVAILABLE TO THE SWCD OR OTHER INSPECTING AUTHORITY STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR FINAL LANDSCAPING AND SEEDING WILL BE DONE AFTER FINAL GRADING. 2. DESIGNATE A WASTE COLLECTION AREA ON -SITE THAT DOES NOT RECEIVE A LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. WITHIN 48 HOURS OF A REQUEST. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING WEEKLY PARKING LOT CLEANING AND DAILY LITTER CLEAN UP MAINTENANCE OF SPECIFIC EROSION CONTROL MEASURES SHALL BE ACCORDING REGRADING, SHALL BE DONE IN A -WAY THAT WILL MINIMIZE EROSION. WILL BE PERFORMED. 3. KEEP PRODUCTS IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE- SEALABLE, AF"-'h %&F 4_3 FERTILIZING WILL BE MINIMAL SINCE THERE IS VERY LITTLE TURF ON THE SITE. THE TO THE FOLLOWING: 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR EXTENSIVE LANDSCAPE PLANTINGS WERE CHOSEN FOR THE LOW DEPENDENCY UPON PRODUCT DOES NOT HAVE ITS ORIGINAL LABEL, LABEL IT YOURSELF IF YOU SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FERTILIZERS AND PESTICIDES. THEY ALSO REQUIRE VERY LITTLE IRRIGATION SO TO MINIMIZE SEEDING OF DISTURBED AREAS FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. THE FERTILIZER AND PESTICIDE RUNOFF FROM THE SITE. 1. DISTURBED AREAS WILL BE SEEDED AND MULCHED FOR TEMPORARY OR PERMANENT STABILIZATION AS PHASES OF THE PROJECT CONSTRUCTION ARE COMPLETED. 4. SEDIMENT LADEN .WATER SHALL BE DETAINED BY EROSION .CONTROL C2 SEQUENCE OF EROSION CONTROL MEASURES PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING IMPLEMENTATiON 2. UN- VEGETATED AREAS SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A SEE DETAIL ON SHEET 4.1 RS FROM THE PROJECT SITE SHALL BE ESTABLISHED. ALL RECYCLING CONTAINERS MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. DAYS OR MORE WILL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE C3 PROPOSED STORMWATER QUALITY MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF SEE C1 ABOVE. CONTRACTOR. AS EACH NEW SUB- CONTRACTOR COMES ON -SITE, THE ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 3. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE C4 CONSTRUCTION DETAILS AND SPECIFICATIONS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SEE DETAILS SHEET C4.1 SILT FENCE MAINTENANCE REQUIREMENTS: SITE FOR DISPOSAL. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES TRAINED IN THESE PRACTICES TO ENSURE EVERYONE IS KNOWLEDGEABLE BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, SEE DETAIL ON SHEET C4.1 ' 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES AND AT LEAST ONCE A WEEK. INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 8. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION ESTIMATED START: AUGUST 6, 2007 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ESTIMATED COMPLETION OF SITE DEVELOPMENT: FEBRUARY 29, 2008 ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. ALLOWED ON -SITE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 9• SCHEDULE OF EARTHWORK ACTIVITIES: CONTACT PERSON: 5. AFTER THE CON T iIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE o) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE JESSICA , CCIM AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED REAL REAL WILLIAMS RTY GROUP - DIRECTOR OF DEVELOPMENT SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL 9830 BAUER DRIVE BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION INDIANAPOLIS, IN 46280 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE 317 574 -5480 �317� 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. 829 -2052 EVENTS OR HEAVY USE. b) PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, FINAL GRADING OR AS SOON AS POSSIBLE. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. c) TEMPORARY SEEDING SHALL UTILIZE SEED SPECIES, APPLICATION RATES, 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS AND DATES SET FORTH IN THE CHARTS ON SHEET C4.1. BY BRUSHING CR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. B12 PERMANENT SURFACE STABILIZATION METHODS GARBAGE. COLLECT, REMOVE, AND DISPOSE OR ALL CONSTRUCTION SITE I REVISION RECORD II In 1. AT THE PROPER TIME, WITH APPROVAL FROM THE OWNER, AND ONLY AFTER NOTIFYING ACT 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. THE SWCD AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL SCALE: NTS ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING, CONTRACTOR SHALL NOTIFY THE 05/21/2007 B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS SWCD IN ADVANCE AND ARRANGE FOR THE LANDSCAPING CONTRACTOR TO FOLLOW UP AMON U IMMEDIATELY WITH REVEGETATION OF THE REMAINING AREAS. SEE DETAIL SHEET C4.1 2. CONTRACTOR SHALL REMOVE ANY UNSUITABLE MATERIAL FROM THE SITE LEFT FROM THE V) W EROSION CONTROL MEASURES. 3. ANY BARE DISTRUBED AREAS WILL BE GRADED, SEEDED AND MULCHED OR OTHERWISE O EROSION CONTROL PLAN REVEGETATEO OR STABILIZED, AS PER THE EROSION CONTRL PLAN. PERMANENT SEEDING Jaz WILL BE ACCORDING TO THE SEED SPECIES, RATES AND DATES SHOWN IN THE CHARTS � 0 POST - CONSTRUCTION COMPONENT (SeCtlOn C) ON SHEET C4.1. Cl POTENTIAL POLLUTANT SOURCES FROM 4. FINAL STABILIZATION WILL BE CONSIDERED ACHIEVED WHEN PERENNIAL VEGETATIVE COVER W� HAS A DENSITY OF SEVENTY PERCENT (70BE% ON ALL UNPAVED AREAS OR AN EQUIVALENT z PROPOSED LAND USE PERMANENT STABILIZATION MEASURE HAS EN UTILIZED. IMPLEMENTATION AND THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS MAINTENANCE WILL BE ACCORDING TO SECTIONS C2 AND C5 BELOW. U EXPECTED FROM THIS PROJECT WILL COME FROM THE z VEHICLES TH.43 UTILIZE THE SITE. POTENTIAL POLLUTANTS FROM u� O VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE, B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN BRAKE FLUID, METALS, RUBBER FRAGMENTS AND .OTHER 1. THE PROPER MANAGEMENT AND DISPOSAL OF WASTES SHOULD BE PRACTICED UO 0 HYDROCARBONS. ALSO SAND AND GRAVEL FROM ROADWAY ON SITE AT ALL TIMES TO REDUCE POLLUTION STORM WATER RUNOFF. ormo SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED. HAZARDOUS WASTE SHOULD ALWAYS BE DISPOSED OF THROUGHA DESIGNATED UJI BACTERIA AND OTHER BIOLOGICAL AGENTS FROM DUMPSTER HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. HAZARDOUS WASTE AREAS AND LITTERING ARE ALSO CONSIDERED POTENTIAL SHOULD NOT BE DISPOSED OF WITH ORDINARY GARBAGE, OR POURED INTO POLLUTANTS. THE SANITARY SEWER SYSTEM OR ONTO THE GROUND. FINAL LANDSCAPING AND SEEDING WILL BE DONE AFTER FINAL GRADING. 2. DESIGNATE A WASTE COLLECTION AREA ON -SITE THAT DOES NOT RECEIVE A PROJECT NUMBER SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN WEEKLY PARKING LOT CLEANING AND DAILY LITTER CLEAN UP DIRECTLY INTO A WATER BODY. PRELIMINARY WILL BE PERFORMED. 3. KEEP PRODUCTS IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE- SEALABLE, AF"-'h %&F 4_3 FERTILIZING WILL BE MINIMAL SINCE THERE IS VERY LITTLE TURF ON THE SITE. THE THEN ORIGINAL LABEL AND MATERIAL SAFETY DATA WILL BE RETAINED. IF A SHEET EXTENSIVE LANDSCAPE PLANTINGS WERE CHOSEN FOR THE LOW DEPENDENCY UPON PRODUCT DOES NOT HAVE ITS ORIGINAL LABEL, LABEL IT YOURSELF IF YOU FERTILIZERS AND PESTICIDES. THEY ALSO REQUIRE VERY LITTLE IRRIGATION SO TO MINIMIZE ARE SURE OF CONTENTS, MAKE SURE PRODUCTS ARE PROPERLY SEALED TO THE FERTILIZER AND PESTICIDE RUNOFF FROM THE SITE. PREVENT L EAK S AND SPILLS AND STORED IN A W EATH E R PROOF SELF CONTAINED AREA AWAY FROM HEAT SPARKS AND FLAMES. ' C2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATiON 4. A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR SEE DETAIL ON SHEET 4.1 RS FROM THE PROJECT SITE SHALL BE ESTABLISHED. ALL RECYCLING CONTAINERS WILL BE CLEARLY LABELED. C3 PROPOSED STORMWATER QUALITY MEASURES 5. ALL CONSTRUCTION ACTIVITIES TO BE MONITORED AND MAINTAINED BY THE SEE C1 ABOVE. CONTRACTOR. AS EACH NEW SUB- CONTRACTOR COMES ON -SITE, THE CONTRACTOR WILL CONDUCT AND DOCUMENT A MEETING TO ENSURE C4 CONSTRUCTION DETAILS AND SPECIFICATIONS AWARENESS OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR SEE DETAILS SHEET C4.1 PROPER HANDLING, STORAGE AND DISPOSAL OF CONSTRUCTION SITE WASTES SHOULD BE POSTED IN STORAGE AND USE AREAS AND WORKERS SHOULD BE C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES TRAINED IN THESE PRACTICES TO ENSURE EVERYONE IS KNOWLEDGEABLE SEE DETAIL ON SHEET C4.1 ' ENOUGH TO PARTICIPATE. 6. IN AN EMERGENCY, THE CONTRACTOR WILL CALL 911. IN THE EVENT OF A SPILL ESTIMATED START: AUGUST 6, 2007 THAT POSES NO IMMEDIATE THREAT, THE CONTRACTOR WILL CONTACT THE LOCAL FIRE ESTIMATED COMPLETION OF SITE DEVELOPMENT: FEBRUARY 29, 2008 DEPARTMENT AT (317)776 -6336 AND IDEM EMERGENCY RESPONSE AT (888) 233 -7745 WITHIN 24 HOURS OF THE SPILL. EMERGENCY PHONE NUMBERS CONTACT PERSON: AND PROCEDURES SHALL BE PROMINATELY DISPLAYED AT THE WORK SITE JESSICA , CCIM WHERE ' SPILLS MAY OCCUR, SUCH AS STAGING /REFUELING AREAS. REAL REAL WILLIAMS RTY GROUP - DIRECTOR OF DEVELOPMENT 9830 BAUER DRIVE INDIANAPOLIS, IN 46280 7. CLEAN UP SPILLS IMMEDIATELY. FOR HAZARDOUS MATERIALS FOLLOW CLEANUP 317 574 -5480 �317� INSTRUCTIONS ON THE PACKAGE. USE ABSORBENT MATERIAL SUCH AS 829 -2052 SAWDUST OR KITTY LITTER TO CONTAIN THE SPILL. PROPER SAFETY MATERIALS SHOULD - BE STORED ON SITE IN CASE OF ACCIDENT OR SPILL WHICH SHOULD INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THAT PURPOSE. SPILL AREAS SHOULD BE WELL VENTILATED. 8. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE MORE FREQUENT PICKUPS FOR RECYCLABLES AND GARBAGE. COLLECT, REMOVE, AND DISPOSE OR ALL CONSTRUCTION SITE WASTES AT AUTHORIZED DISPOSAL AREAS. CONTACT LOCAL ENVIRONMENTAL AGENCY TO IDENTIFY DISPOSAL SITES OR AUTHORIZED CONTRACTORS. 9• CONSTRUCTION VEHICLES SHOULD BE INSPECTED FOR LEAKS DAILY AND REPAIRED IMMEDIATELY IN A SELF CONTAINED AREA DESIGNATED FOR VEHICLE MAINTENANCE AND REPAIR. THE VEHICLE MAINTENANCE AREA SHOULD BE CONDUCTED ON AN AREA THAT IS TO BECOME FUTURE PAVEMENT. THIS AREA WILL BE DESIGNED TO MINIMIZE CONTACT BETWEEN EQUIPMENT ACTIVITIES AND RAINFALL OR RUNOFF. SPILLS MUST BE CLEANED UP AND MATERIALS DISPOSED OF IMMEDIATELY. 10.CONTAINERS OR EQUIPMENT THAT MAY MALFUNCTION AND CAUSE LEAKS OR SPILLS SHOULD BE IDENTIFIED THROUGH REGULAR INSPECTION AND STORAGE OF USE AREAS. EQUIPMENT AND CONTAINERS SHOULD BE INSPECTED REGULARLY FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION FAILURE, OR ANY OTHER SIGNS OF DETERIORATION AND SHOULD BE TESTED FOR SOUNDNESS. ANY FOUND TO BE DEFECTIVE SHOULD BE REPAIRED OR REPLACED IMMEDIATELY. .y.� 110 11 12 13 14 15 16 101 `�SA ���♦ M. No- •- : PE910337 • STATE OF 4 ♦� ♦j �S'%N AL EN, 11111%� to. 62, DATE: 06/22/2007 DWN BY: ACT CHKD. BY: DMG SCALE: NTS DATE: 05/21/2007 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 Opz M AMON U � V) W O U 0 Jaz � 0 W� z � J =w Uj a� C)�o U SOU z u� O 0 r- UO 0 ormo L) UJI LL.I PROJECT NUMBER 07-170 DESIGN PHASE PRELIMINARY PLAN NUMBER AF"-'h %&F 4_3 2 SHEET 0 . 7 OF 1 1 L JI _i� HI G F E' I CI A 2 3 N89 °56'26 "E 282.28' 5 L 7 8 19 COORDINATE WITH APPROPRIATE SERVICE PROVIDER 110 1 1 112 13 114 115 116 I . ___.___T\ ...__ , . -- ♦ _ Y . • t 1 - • _.._.- Y I Y ..- M IYYY• YYYYI-Y . Y -- t Y Y Y - -� ,- Y Y • - -- Y� Y� Y -- Y -•- Y -� 1 -- Y+ Y � Y Y ._ -_. Y --+_ C - Y --.- Y Y _-- Y • Y _ t Y Y � 15' ELECTRIC EASEMEN M , MS �� _- C - Y -- t , __ • - Y Y __ y ��' `_ Y -- • -_ Y _ n v a ' ' � - � ° -y— � � "k nn ° ` :,V _h/ _•. N n awl ss M r n 7 �^T -- � ° '� — eC— _ — _ — I�GC — — — — emc — _ efeC— _ — — ....tv+ a e Z__ —.— Nac— — — — eicc— - elec— — — _ _ eiec— — — — — — — —eke— — — -- elec— _, — — — Nerd— — — — —Nec— — — ^ — elec— — — 3' d�e�i— _.�S3c .... Mlc 'sd•.u..,...�.n....etec.era�cvc ele_,ec .�wf4Sv... — — -. ec— — a — —eiec— -d — — — GZeC— — — — — Gc— — — — -� ekc— — — — � telex y \. ° —w!__1 ° \ 15' ELECTRIC EASEMENT � .il.i.w.��+Ya...Y.ui. ytiMi.._wv.... ors:....:✓...... n.•.,..,,.. . .n,v- ...nr•....,_+r..,..ti r.n_n.n.vv�: +.. • fete 1 w 7L a ° ° 4 1\ SAN. NiANHOLE WPR8 \ I /I eiec— c 1-- 903,75 c- - - -- ekc - - -- , a Jr S, L —__ — eiec--- L— etec - -- — elac —— -/ clec --- -elec� — eiec - - - -- Nec----- dec - -- - -ale — slat - -- -- \ °�-7- ' �� = 889.40 \���- I — eiec - -- � ° i �� z<<.• °4 J W ,-' ` 1 / / ` / `\ 15 UTILI \I y -EASEMENT l LA _7L ° a . o ° / SAN11P BBg,�0,a�- SPN��PR gp2.Op �� ° �� ° %-(31 S _ — `•• —� \I tN� • RPGOR \1 11 1t�1v • =��� p,ND , Sr. INPO� SERV�C Np�l� E z \ a s CODRD C 5ERV�� \ 0 ° ° 0"(. pp45 , r , P E 0 R E G � pRpv10 ��AR`! CFA 9_ � •g6 � P U- o -SOR II ! PROPOSED WATER CONNECTION, \ 45' BEND a % CONTRACTOR TO COORDINATE a G ° a _ \ WITH APPROPRIATE SERVICE /�/ f o n a! vC °° E ° "may` l 4 ! PROV[DER \ \\ ,\ 6p 1-F 5FP� • °°% :1x \1M ca R I / ti • y \1 N 5�op - Eo M�ER _ ,,6'• X90 'Q I1 ./ 4 ° POS p,�1LR 1 �� 11 PROP° ° psf-o c IPIR CD 4 ° ` a \ ti \\ ; / 4 ^ l ° \ 1 ° ORS o �tsP�E w E.R RppOSE 0 DOOR E pRpV�D ; , , \t �� � 1t _, r- ��� �- \ P Po R \41c \ \ \� ll 1, / \\ co RIP , wo doo J\_ I , , N'( 00 00 \ 4 \\ r� �1 1 WO MANHOLE Wf-'R7 \ TOR = 903.75 \ \\ \\ 00 „/' \ INV(S) = 888.76 \ 1 \ UTILITY NOTES INV(N) 888.86 t \ \1 \\ ttt` •� ` �\ 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF \ THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE \ g ° _- -, \I ` 1 \t. , 11 HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED j \\ ��� IMPLIED, OR NOT INDICATED ON THESE PLANS. 11 \ ,rte, _ 2• IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE AND MAINTAIN °! IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ,�\ UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH \ \\ 1�t1\ , '� 11, 1\ \\ CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION \r_,,,,• ” o ol, ,` o \\ ` �\ 1 �° 11 �t \\ OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT _•N \ G \\ ► t t �`. j \\ HIS EXPENSE WITH THE PERMISSION OF THE OWNER. -01 ° \` 1\ �. �\ BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE x \ , 4a 1\ \ \\ APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 1 1 J,''� \ \\ 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE \ ` °'t EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON \ 1 d °, 11 \\ , \tt`t\ \\ THE DRAWINGS. _A i` ` 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE \ � t•�t it ` , � \ \�.1� \\ 11 \\\ OR EXACTLY LOCATED. ° \� �i \ . y t. ° \I 6• ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT ° to \\ 1 \ \ \` ,• , \\ 1, STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. ° ° ', \ 11 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND N N SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE DESIGNED AND \ \ Q ° �,\ 1 �t,� , \l CONSTRUCTED OF WATER WORKS GRADE PIPE AND SHALL BE PRESSURE TESTED TO ASURE WATER TIGHTNESS PRIOR TO BACK IL II F L N G 1K \ \^ ° a \,� , \1 \\ \\ 11 , 9• ALL SANITARY SEWER INSTALLATION INCLUDING THE 6" LATERAL SHALL BE \ a , a ,\ \, \ INSTALLED ACCORDING TO. LOCAL SERVICE PROVIDER STANDARDS FOR THE t \ \, DESIGN AND CONSTRUCTION OF SANITARY SEWERS 10. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND \\ \\ \° ° 1`', ;t,, ` \\ �� STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE \! \ , EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON `,1 THE DRAWINGS. •� \ \t\ ;, 11. IT IS THE RESPONSIBILITY OF THE . CONTRACTOR OR CONTRACTORS TO HOLEY MOLEY SAYS ' \fit 1\ '�\ i i �'' OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY "DIG SAFELY" °.�� \\ ,�� ` \\ E� '\ AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR G ° \\ —� ,.�- �._ - , t' �\ OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED 0 . \,� �� st , IN THE CONTRACT OR SPECIFICATIONS. ALL ASSOCIATED BONDING a : 4 t \\ �\ \\ -- �' \ , t� \ REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. t \\ ,,� ` �,. ',,, � / \` , 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE °�` \\ \\ �— � — i t FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE / \ RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING .THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE y a \\ .--•' . _ \ \\ ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL 1 -- �- \ $ \ ��- : � \ ` t CONTACT THE ENGINEER IMMEDIATELY. ~ ` \ doe IT'S THE LAW' 1`�1,}Y� 00 400 CALL 2 WORKING DAYS BEFORE YOU DIG ,. 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 2 3 4 15 16 17 18 /�i ---�- 42 E State Road 334 w 116th St cl a PROJECT [ Vill�_0 1 LOCATION ' o[_ `n 421 VICINITY MAP NOT TO SCALE PROPOSED UTILITY LEGEND: EXISTING LEGEND: DESCRIPTION: y s; r k`= DESCRIPTION: s� PROPOSED SANITARY MANHOLE (D PROPOSED CLEAN OUT ,A PROPOSED FIRE HYDRANT ►� PROPOSED WATER VALVE Q PROPOSED THRUST BLOCK IRON PIPE FOUND PROPOSED ELECTRIC LINE E POWER POLE PROPOSED TELEPHONE LINE T SANITARY MANHOLE PROPOSED WATER LINE W CURB INLET PROPOSED GAS LINE G TELEPHONE CROSS —BOX PROPOSED FIRE PROTECTION LINE FP TELEPHONE PEDESTAL PROPOSED TELEPHONE & ELECTRIC LINE TIE EXISTING LEGEND: DESCRIPTION: y s; r k`= EXISTING ASPHALT USED EXISTING STONE c EXISTING CONCRETE li� TEMPORARY BENCH MARK ,A SECTION CORNER UNDERGROUND ELECTRIC MAG NAIL SET 0 PK NAIL FOUND 0 MAG NAIL FOUND Q IRON PIPE FOUND -a ELECTRICL PEDESTAL 9� POWER POLE as GAS VALVE O SANITARY MANHOLE TOP OF RIM SIGN TOP OF CASTING CURB INLET REINFORCED CONCRETE PIPE INLET POLYVINYL CONCRETE PIPE TELEPHONE CROSS —BOX UT TELEPHONE MANHOLE -a TELEPHONE PEDESTAL 4& TELEVISION . PEDESTAL E'ZM�'S DECIDUOUS TREE ;= CONIFEROUS TREE 6) WATER VALVE CONCRETE FIRE HYDRANT DETAIL # /SH. # NOT USED DETAIL 06/C7.1 NOT USED DETAIL 07/C7.1 DETAIL 08/C7.1 UNDERGROUND ELECTRIC elec UNDERGROUND TELEPHONE tele f /opt FIBER OPTIC LINE WATER LINE wtr GAS LINE DESCRIPTION: MAT FARM FIELD FENCE DMG SCALE: FLOWLINE DATE: 05/22/2007 OVERHEAD ELECTRIC LINE ohel UNDERGROUND ELECTRIC elec UNDERGROUND TELEPHONE tele f /opt FIBER OPTIC LINE WATER LINE wtr GAS LINE gas INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF —WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE HAMILTON CO. HWY DEPT. NOTE: • FULL DEPTH GRANULAR BACKFILL IS REQUIRED FOR ALL STREET CROSSINGS. • NO WATER MAIN VALVES SHALL BE PERMITTED BETWEEN CURBS UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN— SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED . AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 110 11 12 13 14 15 16 (O REVISION RECORD I C , M. ♦ A ,♦ ftk ... • N 0- r ' PE910337 = j • STATE OF low • • • ONO .0 00 _64 /N�IANp.•.• �� ,* e�I� �SS10 N AL 01 X10, DATE: 06/22/2007 DWN BY: MAT CHKD. BY: DMG SCALE: 1 it = 20' DATE: 05/22/2007 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER C v= '40 a 0 SHEET s OF 1 1 B A I1 12 i3 I4 5 1" NO. 11B SURFACE %f i! /' % %;i /� %,��r, - %,' j % /i %' ! /- i'j'�/ ;l ii'�� 2" NO. 9 BINDER ` >> ���v,,�U \1{_ 6" N0. 53 STONE ce \'\ \ 2" SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT SECTION o1 NOT TO SCALE C7.0 6 "x6 "- W2.9xW2.9 WWF EDIUM BROOM FINISHED WITH CONCRETE CURRING 7" CONCRETE PAVEMENT COMPOUND. <1 V0. 53 COMPACTED STONE <� C�JJ UC SUBGRADE COMPACTED TO ^(� 95% MODIFIED PROCTOR CONCRETE PAVEMENT SECTION roi NOT TO SCALE C7.0 CONCRETE 4,000 PSI TOOLED EDGE 1 1/2" R " OF TOP SOIL 3" CO VER < ° i � ti � �� � PAVEMENT (MINIMUM) r!' V G < <; ^ S 1 f fl < <1 P P - �O'MPACTEQ 4 G SOIL BACKFILL - -\ ° � 7�� , / . �< U #4 RE -BAR 0 < ° " � 0 . < 0 � �0- w COMPACTED STONE--// 4" 6" STRAIGHT CONCRETE CURB DETAIL o3 NOT TO SCALE c7.o r 1 -1/2" A 0 c10 ronu rnnr J D ANCHOR { 5 x 24 ") - BORE H0L THROUGH PAVEMENT SECTION A -A 6' -0" 3 4" HOLES FOR A 12" STEEL ANCHOR ROD ELEVATION PRECAST CONCRETE o4 WHEELSTOP c7.o NOT TO SCALE 2 1-1/211 4 6 7 8 1 9 �' �`� �10 11 112 I13 114 1,15, 116 HANDICAPPED PARKING SIGNS TOOLED EDGE EDIUM BROOM FINISH WHITE PAINT KY BLUE PAINT <1 4 <1 7/1 1 ZJ G w'1 a` v �. ° V) 4 N 1 v` 1Q �. Jv _ <} 'l :' ` 4e_-\ r < z> ° Z ;J 4 < > 4 < r z} cj < < 1 � <1 < t � ° a < 4 � <1 < ¢ a p n < _ _, a Q� J a Z 0- o v Q < < 1.25 TIMES WIDTH 1.25 TIMES WIDTH TRANSVERSE JOINTS 40' -0" BETWEEN EXPANSION JOINTS (MAX.) I- 1 1/2" FIBER MATERIAL x6- W1.4xW1.4 WWF /4 THE SIDEWALK THICKNESS WITH SEALANT DEEP SAWED OR TOOLED JOINT 6" OR THICKNESS OF ° , 4 ° � DRIVEWAY, WHICHEVER a�..J< P -< `--� } < /-� ., <��� IS GREATER C OC:5 , �`j �)U ( �,�)�� ��G �.005 ��lv, �r �)GC O��? C)C� �\G't ��� .l ���r`)-.0c) Jt)� �\ G'U` ��C�� C �c> �_� �IO� -�oC�t C)�� �c�C�(- �.�0�- C �- \)c�C� ,��c��(- r0 4" #53 COMPACTED STONE COMPACTED SUB GRADE SIDEWALK DETAIL o5 NOT TO SCALE C7.0 NOTES: 1. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH 2. SIDEWALK BUILT WITH DRIVAWAYS SHALL HAVE A MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER 3. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF I THE SIDEWALK THICKNESS 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 1 1/2" DEPTH 6 CONC. SLAB W/ 6 " 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4W.W.F. ,. Q v v 4 < 3 COVER `� ( MIMMUM) = \ \ �7 -,C7L �' ,��,`' vU• t7 < 4 ° #4 RE -BAR 4" COMPACTED -' `.� C� -lU ��C��7� (��ov r Q� Q 4 a 53 STONE / / UC�c'�U� � ��c;, {- �o����(� ��� �v. < o <1 - # 1 �_ 41'. \\ - ) QQ Q (� t° o° wc CONCRETE---' a 4,000 PSI .,��' OMPACTED #53 #4 RE -BAR O J 4 < a STONE 4" 4" COMBINED CURB & WALK DETAIL o0 NOT TO SCALE C0.0 12" RESERVED 1 P FINISH CURB RAMP SURFACE - IN ACCORDANCE WITH THE LATEST AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. REEN - ILLUMINATING TAPE (LETTERS) A LUE - ILLUMINATING TAPE (SYMBOL BLOCK) 'HITE - ILLUMINATING TAPE (BACKGROUND) VAN * --------GREEN - ILLUMINATING TAPE (ARROW) A CCESSIBL E REEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING o7 SIGN DETAIL c7.o 5 NOT TO SCALE 6 7 < > LAJ 4 4 �N < Q d < 0_0 O O O O 0 O O O O O 6" VARIES 6" TOP OF CURB AT CURB RAMP SHALL BE 1/2 " MAX. ABOVE ASPHALT PAVEMENT SURFACE. TRUNCATED DOMES SEE DETAIL 604 - SWCR -02 THIS SHEET n L P A CONCRETE CURB 6„ 6" tV 4 <1 a d ! `7 r Q Q 4 1/2" PREMOLDEO EXPANSION SECTION A -A CONCRETE CURB JOINT FILLER WITH SEALANT (BOTH SIDES) TYPICAL CURB RAMP os NOT TO SCALE C7.0 8 zf 1 n- 0 - - - -- 20' NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP o9 SYMBOL DETAIL c7.o NOT TO SCALE i WIDE STRIPE / - ,- O SEE DETAIL ' FOR DIMENSIONS /5. / 4" WIDE BLUE STRIPE 8' HANDICAPPED 5' MATCH SITE PLAN (TYPICAL) 78' FOR VAN ACCESSIBLE HANDICAP PARKING o8 STALLS C7'0 NOT TO SCALE GENERAL NOTES: 1.I' - 2.4" e. =133 9fu y 11 `Yo �"j 5.33 % trr� mmxlmum Theme dimensicm are based on a B in. curb y' - - Q.4" - O.E" height. They shall ba pr4pa ltionally adjustati �-+-� N inr ear curb heights. 6 Provide 2-0 lel strip if algebraicdierenae Provide curb as mq ulrod, 4 ire site infeasibilityprecludas construction e�xr�ds 11% may to monolltlawtth to the width shown, such width may be , . g' -1.dR level strip. +ducre d t2 a minimum of V-0, - _ CHANGE OF GRADE The bottom edge of the curb ramp shall be Soctlon flush with the edges of adjacant pavement Square pattem and guftr line. TRUNCATED DOMES USED -q> Landing areas at the top of curb ramps shall IN DETECTABLE ARNI NOS have maxirnum cross slaps of SO: i in any DETAIL OF RAMP GROOVES direction_ When site infeasibility precludes a landing slope of 50: 1 in any direction, the slope porpendimlar to the curia iaca shall not Brushed sand mbdura exceed 54 :'l. Dotec�blo warning slaments Latwc $wing mortar SIDEWALK base Sf*e 12 : 1 � Integral curb If site infeasibility precludes cx+nstructivn to � 1r' the width shown, the landing width may ba dmeased to 3'-U minimum. Thu running RAMP PAVEMENT slope of the curb ramp may be atuapened to a maximum of 10; 1 for a maxknurn 8 in. rise. 10 c prleforrmed joint fl:ar 6ato r 0. Drainage inlats should be located uphill frrxn curb ramps to prevent puddles at ttw� path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. 7. Sege Standard Drawing E 6G4- SVJGR -12 for 810P9 12 - 1 4 95 spa- a 18" improved ac=a on narrow sidewalks. PAVEMENT 8• Alpbraic�dfforonce in grlmla men tho t INDIANA DEPARTMENT OF TRANSPORTATION of curb ramp and the gutter shell be limiter to lass than 11%. It It Is nat procfasl, a Z-0 wide Construction of curb if Awl SIDEWALK CURB RAMPS Wei amp h. shall be provided. Sao detall ekau GENERAL. NOTES & DETAILS separated from ramp SEPTEMBER 20f)6 9.. Minimum ro=nmen+dad widM of curb ramp is *-D. r`a STANDARD DRAWNG NO. E 604- SWCR-02 Y , 05X 2'- 4 No.- saw 9150 = MWMIU "� "..n irArt IW ALTERNATE CURB CONSTRUCTION I .;�s�r �,�r 1Af RfrlUidJ�.ScRd� gflQS �J11'AL ,.� 4ti� 1i WAMY eft DATE �1, P111001% ufswv QrniurunA eat * Please see accompanied Aqua -Swirl speclfication notes. * See Site Plan for actual system orientation. 1 12 3/4" OD MA I T_ Octagonal Base Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD -., grade. HDPE risers can be field (see Detail) cut by Contractor. Pipe coupling by Contractor. 12 long Stub -out Varies by Manufacturer. Swirl Inlet/Outlet i ' II I ei01 II 60" 42" 38" Arched Baffles Gravel Backfill --I X111 1 if t�f�t�sy ;��Y: -.• Bollards be placed around •�i ..,. riser(s) In non-traffic areas to prevent inadvertent +! "�. ►� . ,� -: T fir.; loading by Gravel BadcM Mend at Y kast 3 5 fed outward hm s7 ItAl revt Of ft Swki #T;! de tXbendkV 18W* in Corwrete !:s;e. sue. �" - .1 .:3:; xs�sc� %: �•� .' '.•� �S�}•�;L:et!`:f'C::lt� �a'� -. • a It �lf�j• � �' �.' ��r • .. .. . rte. ref Gravel BacMl �Y:W 1.' Place small amount or Frame oxotte to support and Wel manhole frame. DO NOT allow manhole frwe to rest upon HDPE riser. Manhole & Cover Detail For Non-Traffic Areas Onl INITS Section ,© is Aqua-Swirl Concentrator Model AS-2. CFD Standard Detail 9 � 10 11 12 13 14 15 16 I-01 REVISION RECORD I ,t.rrr '$��' ;.�G�S TFRcc • ��i N°- PE910337 -� STATE OF .0 4% Div SOT ' :N� t AN?: •' �,��' .` • 111111111+ o. 2 DATE: 06/22/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 I- I ee Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 G < <; ^ S 1 f fl < <1 P P 4 G � < S v ° � v Z Ix . < ° � 0 . < 0 � �0- w w 1(l. , u,- ` `, U U 11 G G < <a W < y � � < < W W a F t u u� < z> ° Z ;J 4 < > 4 < r z} cj < < 1 � <1 < t � ° a < 4 � <1 < ¢ a p n < _ _, a Q� J a Z 0- o v Q < < 1.25 TIMES WIDTH 1.25 TIMES WIDTH TRANSVERSE JOINTS 40' -0" BETWEEN EXPANSION JOINTS (MAX.) I- 1 1/2" FIBER MATERIAL x6- W1.4xW1.4 WWF /4 THE SIDEWALK THICKNESS WITH SEALANT DEEP SAWED OR TOOLED JOINT 6" OR THICKNESS OF ° , 4 ° � DRIVEWAY, WHICHEVER a�..J< P -< `--� } < /-� ., <��� IS GREATER C OC:5 , �`j �)U ( �,�)�� ��G �.005 ��lv, �r �)GC O��? C)C� �\G't ��� .l ���r`)-.0c) Jt)� �\ G'U` ��C�� C �c> �_� �IO� -�oC�t C)�� �c�C�(- �.�0�- C �- \)c�C� ,��c��(- r0 4" #53 COMPACTED STONE COMPACTED SUB GRADE SIDEWALK DETAIL o5 NOT TO SCALE C7.0 NOTES: 1. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH 2. SIDEWALK BUILT WITH DRIVAWAYS SHALL HAVE A MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER 3. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF I THE SIDEWALK THICKNESS 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 1 1/2" DEPTH 6 CONC. SLAB W/ 6 " 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4W.W.F. ,. Q v v 4 < 3 COVER `� ( MIMMUM) = \ \ �7 -,C7L �' ,��,`' vU• t7 < 4 ° #4 RE -BAR 4" COMPACTED -' `.� C� -lU ��C��7� (��ov r Q� Q 4 a 53 STONE / / UC�c'�U� � ��c;, {- �o����(� ��� �v. < o <1 - # 1 �_ 41'. \\ - ) QQ Q (� t° o° wc CONCRETE---' a 4,000 PSI .,��' OMPACTED #53 #4 RE -BAR O J 4 < a STONE 4" 4" COMBINED CURB & WALK DETAIL o0 NOT TO SCALE C0.0 12" RESERVED 1 P FINISH CURB RAMP SURFACE - IN ACCORDANCE WITH THE LATEST AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. REEN - ILLUMINATING TAPE (LETTERS) A LUE - ILLUMINATING TAPE (SYMBOL BLOCK) 'HITE - ILLUMINATING TAPE (BACKGROUND) VAN * --------GREEN - ILLUMINATING TAPE (ARROW) A CCESSIBL E REEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING o7 SIGN DETAIL c7.o 5 NOT TO SCALE 6 7 < > LAJ 4 4 �N < Q d < 0_0 O O O O 0 O O O O O 6" VARIES 6" TOP OF CURB AT CURB RAMP SHALL BE 1/2 " MAX. ABOVE ASPHALT PAVEMENT SURFACE. TRUNCATED DOMES SEE DETAIL 604 - SWCR -02 THIS SHEET n L P A CONCRETE CURB 6„ 6" tV 4 <1 a d ! `7 r Q Q 4 1/2" PREMOLDEO EXPANSION SECTION A -A CONCRETE CURB JOINT FILLER WITH SEALANT (BOTH SIDES) TYPICAL CURB RAMP os NOT TO SCALE C7.0 8 zf 1 n- 0 - - - -- 20' NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP o9 SYMBOL DETAIL c7.o NOT TO SCALE i WIDE STRIPE / - ,- O SEE DETAIL ' FOR DIMENSIONS /5. / 4" WIDE BLUE STRIPE 8' HANDICAPPED 5' MATCH SITE PLAN (TYPICAL) 78' FOR VAN ACCESSIBLE HANDICAP PARKING o8 STALLS C7'0 NOT TO SCALE GENERAL NOTES: 1.I' - 2.4" e. =133 9fu y 11 `Yo �"j 5.33 % trr� mmxlmum Theme dimensicm are based on a B in. curb y' - - Q.4" - O.E" height. They shall ba pr4pa ltionally adjustati �-+-� N inr ear curb heights. 6 Provide 2-0 lel strip if algebraicdierenae Provide curb as mq ulrod, 4 ire site infeasibilityprecludas construction e�xr�ds 11% may to monolltlawtth to the width shown, such width may be , . g' -1.dR level strip. +ducre d t2 a minimum of V-0, - _ CHANGE OF GRADE The bottom edge of the curb ramp shall be Soctlon flush with the edges of adjacant pavement Square pattem and guftr line. TRUNCATED DOMES USED -q> Landing areas at the top of curb ramps shall IN DETECTABLE ARNI NOS have maxirnum cross slaps of SO: i in any DETAIL OF RAMP GROOVES direction_ When site infeasibility precludes a landing slope of 50: 1 in any direction, the slope porpendimlar to the curia iaca shall not Brushed sand mbdura exceed 54 :'l. Dotec�blo warning slaments Latwc $wing mortar SIDEWALK base Sf*e 12 : 1 � Integral curb If site infeasibility precludes cx+nstructivn to � 1r' the width shown, the landing width may ba dmeased to 3'-U minimum. Thu running RAMP PAVEMENT slope of the curb ramp may be atuapened to a maximum of 10; 1 for a maxknurn 8 in. rise. 10 c prleforrmed joint fl:ar 6ato r 0. Drainage inlats should be located uphill frrxn curb ramps to prevent puddles at ttw� path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. 7. Sege Standard Drawing E 6G4- SVJGR -12 for 810P9 12 - 1 4 95 spa- a 18" improved ac=a on narrow sidewalks. PAVEMENT 8• Alpbraic�dfforonce in grlmla men tho t INDIANA DEPARTMENT OF TRANSPORTATION of curb ramp and the gutter shell be limiter to lass than 11%. It It Is nat procfasl, a Z-0 wide Construction of curb if Awl SIDEWALK CURB RAMPS Wei amp h. shall be provided. Sao detall ekau GENERAL. NOTES & DETAILS separated from ramp SEPTEMBER 20f)6 9.. Minimum ro=nmen+dad widM of curb ramp is *-D. r`a STANDARD DRAWNG NO. E 604- SWCR-02 Y , 05X 2'- 4 No.- saw 9150 = MWMIU "� "..n irArt IW ALTERNATE CURB CONSTRUCTION I .;�s�r �,�r 1Af RfrlUidJ�.ScRd� gflQS �J11'AL ,.� 4ti� 1i WAMY eft DATE �1, P111001% ufswv QrniurunA eat * Please see accompanied Aqua -Swirl speclfication notes. * See Site Plan for actual system orientation. 1 12 3/4" OD MA I T_ Octagonal Base Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD -., grade. HDPE risers can be field (see Detail) cut by Contractor. Pipe coupling by Contractor. 12 long Stub -out Varies by Manufacturer. Swirl Inlet/Outlet i ' II I ei01 II 60" 42" 38" Arched Baffles Gravel Backfill --I X111 1 if t�f�t�sy ;��Y: -.• Bollards be placed around •�i ..,. riser(s) In non-traffic areas to prevent inadvertent +! "�. ►� . ,� -: T fir.; loading by Gravel BadcM Mend at Y kast 3 5 fed outward hm s7 ItAl revt Of ft Swki #T;! de tXbendkV 18W* in Corwrete !:s;e. sue. �" - .1 .:3:; xs�sc� %: �•� .' '.•� �S�}•�;L:et!`:f'C::lt� �a'� -. • a It �lf�j• � �' �.' ��r • .. .. . rte. ref Gravel BacMl �Y:W 1.' Place small amount or Frame oxotte to support and Wel manhole frame. DO NOT allow manhole frwe to rest upon HDPE riser. Manhole & Cover Detail For Non-Traffic Areas Onl INITS Section ,© is Aqua-Swirl Concentrator Model AS-2. CFD Standard Detail 9 � 10 11 12 13 14 15 16 I-01 REVISION RECORD I ,t.rrr '$��' ;.�G�S TFRcc • ��i N°- PE910337 -� STATE OF .0 4% Div SOT ' :N� t AN?: •' �,��' .` • 111111111+ o. 2 DATE: 06/22/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 I- I ee Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 a Q� J a Z 0- o v Q < < 1.25 TIMES WIDTH 1.25 TIMES WIDTH TRANSVERSE JOINTS 40' -0" BETWEEN EXPANSION JOINTS (MAX.) I- 1 1/2" FIBER MATERIAL x6- W1.4xW1.4 WWF /4 THE SIDEWALK THICKNESS WITH SEALANT DEEP SAWED OR TOOLED JOINT 6" OR THICKNESS OF ° , 4 ° � DRIVEWAY, WHICHEVER a�..J< P -< `--� } < /-� ., <��� IS GREATER C OC:5 , �`j �)U ( �,�)�� ��G �.005 ��lv, �r �)GC O��? C)C� �\G't ��� .l ���r`)-.0c) Jt)� �\ G'U` ��C�� C �c> �_� �IO� -�oC�t C)�� �c�C�(- �.�0�- C �- \)c�C� ,��c��(- r0 4" #53 COMPACTED STONE COMPACTED SUB GRADE SIDEWALK DETAIL o5 NOT TO SCALE C7.0 NOTES: 1. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH 2. SIDEWALK BUILT WITH DRIVAWAYS SHALL HAVE A MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER 3. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF I THE SIDEWALK THICKNESS 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 1 1/2" DEPTH 6 CONC. SLAB W/ 6 " 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4W.W.F. ,. Q v v 4 < 3 COVER `� ( MIMMUM) = \ \ �7 -,C7L �' ,��,`' vU• t7 < 4 ° #4 RE -BAR 4" COMPACTED -' `.� C� -lU ��C��7� (��ov r Q� Q 4 a 53 STONE / / UC�c'�U� � ��c;, {- �o����(� ��� �v. < o <1 - # 1 �_ 41'. \\ - ) QQ Q (� t° o° wc CONCRETE---' a 4,000 PSI .,��' OMPACTED #53 #4 RE -BAR O J 4 < a STONE 4" 4" COMBINED CURB & WALK DETAIL o0 NOT TO SCALE C0.0 12" RESERVED 1 P FINISH CURB RAMP SURFACE - IN ACCORDANCE WITH THE LATEST AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. REEN - ILLUMINATING TAPE (LETTERS) A LUE - ILLUMINATING TAPE (SYMBOL BLOCK) 'HITE - ILLUMINATING TAPE (BACKGROUND) VAN * --------GREEN - ILLUMINATING TAPE (ARROW) A CCESSIBL E REEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING o7 SIGN DETAIL c7.o 5 NOT TO SCALE 6 7 < > LAJ 4 4 �N < Q d < 0_0 O O O O 0 O O O O O 6" VARIES 6" TOP OF CURB AT CURB RAMP SHALL BE 1/2 " MAX. ABOVE ASPHALT PAVEMENT SURFACE. TRUNCATED DOMES SEE DETAIL 604 - SWCR -02 THIS SHEET n L P A CONCRETE CURB 6„ 6" tV 4 <1 a d ! `7 r Q Q 4 1/2" PREMOLDEO EXPANSION SECTION A -A CONCRETE CURB JOINT FILLER WITH SEALANT (BOTH SIDES) TYPICAL CURB RAMP os NOT TO SCALE C7.0 8 zf 1 n- 0 - - - -- 20' NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP o9 SYMBOL DETAIL c7.o NOT TO SCALE i WIDE STRIPE / - ,- O SEE DETAIL ' FOR DIMENSIONS /5. / 4" WIDE BLUE STRIPE 8' HANDICAPPED 5' MATCH SITE PLAN (TYPICAL) 78' FOR VAN ACCESSIBLE HANDICAP PARKING o8 STALLS C7'0 NOT TO SCALE GENERAL NOTES: 1.I' - 2.4" e. =133 9fu y 11 `Yo �"j 5.33 % trr� mmxlmum Theme dimensicm are based on a B in. curb y' - - Q.4" - O.E" height. They shall ba pr4pa ltionally adjustati �-+-� N inr ear curb heights. 6 Provide 2-0 lel strip if algebraicdierenae Provide curb as mq ulrod, 4 ire site infeasibilityprecludas construction e�xr�ds 11% may to monolltlawtth to the width shown, such width may be , . g' -1.dR level strip. +ducre d t2 a minimum of V-0, - _ CHANGE OF GRADE The bottom edge of the curb ramp shall be Soctlon flush with the edges of adjacant pavement Square pattem and guftr line. TRUNCATED DOMES USED -q> Landing areas at the top of curb ramps shall IN DETECTABLE ARNI NOS have maxirnum cross slaps of SO: i in any DETAIL OF RAMP GROOVES direction_ When site infeasibility precludes a landing slope of 50: 1 in any direction, the slope porpendimlar to the curia iaca shall not Brushed sand mbdura exceed 54 :'l. Dotec�blo warning slaments Latwc $wing mortar SIDEWALK base Sf*e 12 : 1 � Integral curb If site infeasibility precludes cx+nstructivn to � 1r' the width shown, the landing width may ba dmeased to 3'-U minimum. Thu running RAMP PAVEMENT slope of the curb ramp may be atuapened to a maximum of 10; 1 for a maxknurn 8 in. rise. 10 c prleforrmed joint fl:ar 6ato r 0. Drainage inlats should be located uphill frrxn curb ramps to prevent puddles at ttw� path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. 7. Sege Standard Drawing E 6G4- SVJGR -12 for 810P9 12 - 1 4 95 spa- a 18" improved ac=a on narrow sidewalks. PAVEMENT 8• Alpbraic�dfforonce in grlmla men tho t INDIANA DEPARTMENT OF TRANSPORTATION of curb ramp and the gutter shell be limiter to lass than 11%. It It Is nat procfasl, a Z-0 wide Construction of curb if Awl SIDEWALK CURB RAMPS Wei amp h. shall be provided. Sao detall ekau GENERAL. NOTES & DETAILS separated from ramp SEPTEMBER 20f)6 9.. Minimum ro=nmen+dad widM of curb ramp is *-D. r`a STANDARD DRAWNG NO. E 604- SWCR-02 Y , 05X 2'- 4 No.- saw 9150 = MWMIU "� "..n irArt IW ALTERNATE CURB CONSTRUCTION I .;�s�r �,�r 1Af RfrlUidJ�.ScRd� gflQS �J11'AL ,.� 4ti� 1i WAMY eft DATE �1, P111001% ufswv QrniurunA eat * Please see accompanied Aqua -Swirl speclfication notes. * See Site Plan for actual system orientation. 1 12 3/4" OD MA I T_ Octagonal Base Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD -., grade. HDPE risers can be field (see Detail) cut by Contractor. Pipe coupling by Contractor. 12 long Stub -out Varies by Manufacturer. Swirl Inlet/Outlet i ' II I ei01 II 60" 42" 38" Arched Baffles Gravel Backfill --I X111 1 if t�f�t�sy ;��Y: -.• Bollards be placed around •�i ..,. riser(s) In non-traffic areas to prevent inadvertent +! "�. ►� . ,� -: T fir.; loading by Gravel BadcM Mend at Y kast 3 5 fed outward hm s7 ItAl revt Of ft Swki #T;! de tXbendkV 18W* in Corwrete !:s;e. sue. �" - .1 .:3:; xs�sc� %: �•� .' '.•� �S�}•�;L:et!`:f'C::lt� �a'� -. • a It �lf�j• � �' �.' ��r • .. .. . rte. ref Gravel BacMl �Y:W 1.' Place small amount or Frame oxotte to support and Wel manhole frame. DO NOT allow manhole frwe to rest upon HDPE riser. Manhole & Cover Detail For Non-Traffic Areas Onl INITS Section ,© is Aqua-Swirl Concentrator Model AS-2. CFD Standard Detail 9 � 10 11 12 13 14 15 16 I-01 REVISION RECORD I ,t.rrr '$��' ;.�G�S TFRcc • ��i N°- PE910337 -� STATE OF .0 4% Div SOT ' :N� t AN?: •' �,��' .` • 111111111+ o. 2 DATE: 06/22/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 I- I ee Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP o9 SYMBOL DETAIL c7.o NOT TO SCALE i WIDE STRIPE / - ,- O SEE DETAIL ' FOR DIMENSIONS /5. / 4" WIDE BLUE STRIPE 8' HANDICAPPED 5' MATCH SITE PLAN (TYPICAL) 78' FOR VAN ACCESSIBLE HANDICAP PARKING o8 STALLS C7'0 NOT TO SCALE GENERAL NOTES: 1.I' - 2.4" e. =133 9fu y 11 `Yo �"j 5.33 % trr� mmxlmum Theme dimensicm are based on a B in. curb y' - - Q.4" - O.E" height. They shall ba pr4pa ltionally adjustati �-+-� N inr ear curb heights. 6 Provide 2-0 lel strip if algebraicdierenae Provide curb as mq ulrod, 4 ire site infeasibilityprecludas construction e�xr�ds 11% may to monolltlawtth to the width shown, such width may be , . g' -1.dR level strip. +ducre d t2 a minimum of V-0, - _ CHANGE OF GRADE The bottom edge of the curb ramp shall be Soctlon flush with the edges of adjacant pavement Square pattem and guftr line. TRUNCATED DOMES USED -q> Landing areas at the top of curb ramps shall IN DETECTABLE ARNI NOS have maxirnum cross slaps of SO: i in any DETAIL OF RAMP GROOVES direction_ When site infeasibility precludes a landing slope of 50: 1 in any direction, the slope porpendimlar to the curia iaca shall not Brushed sand mbdura exceed 54 :'l. Dotec�blo warning slaments Latwc $wing mortar SIDEWALK base Sf*e 12 : 1 � Integral curb If site infeasibility precludes cx+nstructivn to � 1r' the width shown, the landing width may ba dmeased to 3'-U minimum. Thu running RAMP PAVEMENT slope of the curb ramp may be atuapened to a maximum of 10; 1 for a maxknurn 8 in. rise. 10 c prleforrmed joint fl:ar 6ato r 0. Drainage inlats should be located uphill frrxn curb ramps to prevent puddles at ttw� path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. 7. Sege Standard Drawing E 6G4- SVJGR -12 for 810P9 12 - 1 4 95 spa- a 18" improved ac=a on narrow sidewalks. PAVEMENT 8• Alpbraic�dfforonce in grlmla men tho t INDIANA DEPARTMENT OF TRANSPORTATION of curb ramp and the gutter shell be limiter to lass than 11%. It It Is nat procfasl, a Z-0 wide Construction of curb if Awl SIDEWALK CURB RAMPS Wei amp h. shall be provided. Sao detall ekau GENERAL. NOTES & DETAILS separated from ramp SEPTEMBER 20f)6 9.. Minimum ro=nmen+dad widM of curb ramp is *-D. r`a STANDARD DRAWNG NO. E 604- SWCR-02 Y , 05X 2'- 4 No.- saw 9150 = MWMIU "� "..n irArt IW ALTERNATE CURB CONSTRUCTION I .;�s�r �,�r 1Af RfrlUidJ�.ScRd� gflQS �J11'AL ,.� 4ti� 1i WAMY eft DATE �1, P111001% ufswv QrniurunA eat * Please see accompanied Aqua -Swirl speclfication notes. * See Site Plan for actual system orientation. 1 12 3/4" OD MA I T_ Octagonal Base Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD -., grade. HDPE risers can be field (see Detail) cut by Contractor. Pipe coupling by Contractor. 12 long Stub -out Varies by Manufacturer. Swirl Inlet/Outlet i ' II I ei01 II 60" 42" 38" Arched Baffles Gravel Backfill --I X111 1 if t�f�t�sy ;��Y: -.• Bollards be placed around •�i ..,. riser(s) In non-traffic areas to prevent inadvertent +! "�. ►� . ,� -: T fir.; loading by Gravel BadcM Mend at Y kast 3 5 fed outward hm s7 ItAl revt Of ft Swki #T;! de tXbendkV 18W* in Corwrete !:s;e. sue. �" - .1 .:3:; xs�sc� %: �•� .' '.•� �S�}•�;L:et!`:f'C::lt� �a'� -. • a It �lf�j• � �' �.' ��r • .. .. . rte. ref Gravel BacMl �Y:W 1.' Place small amount or Frame oxotte to support and Wel manhole frame. DO NOT allow manhole frwe to rest upon HDPE riser. Manhole & Cover Detail For Non-Traffic Areas Onl INITS Section ,© is Aqua-Swirl Concentrator Model AS-2. CFD Standard Detail 9 � 10 11 12 13 14 15 16 I-01 REVISION RECORD I ,t.rrr '$��' ;.�G�S TFRcc • ��i N°- PE910337 -� STATE OF .0 4% Div SOT ' :N� t AN?: •' �,��' .` • 111111111+ o. 2 DATE: 06/22/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 I- I ee Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 4" WIDE BLUE STRIPE 8' HANDICAPPED 5' MATCH SITE PLAN (TYPICAL) 78' FOR VAN ACCESSIBLE HANDICAP PARKING o8 STALLS C7'0 NOT TO SCALE GENERAL NOTES: 1.I' - 2.4" e. =133 9fu y 11 `Yo �"j 5.33 % trr� mmxlmum Theme dimensicm are based on a B in. curb y' - - Q.4" - O.E" height. They shall ba pr4pa ltionally adjustati �-+-� N inr ear curb heights. 6 Provide 2-0 lel strip if algebraicdierenae Provide curb as mq ulrod, 4 ire site infeasibilityprecludas construction e�xr�ds 11% may to monolltlawtth to the width shown, such width may be , . g' -1.dR level strip. +ducre d t2 a minimum of V-0, - _ CHANGE OF GRADE The bottom edge of the curb ramp shall be Soctlon flush with the edges of adjacant pavement Square pattem and guftr line. TRUNCATED DOMES USED -q> Landing areas at the top of curb ramps shall IN DETECTABLE ARNI NOS have maxirnum cross slaps of SO: i in any DETAIL OF RAMP GROOVES direction_ When site infeasibility precludes a landing slope of 50: 1 in any direction, the slope porpendimlar to the curia iaca shall not Brushed sand mbdura exceed 54 :'l. Dotec�blo warning slaments Latwc $wing mortar SIDEWALK base Sf*e 12 : 1 � Integral curb If site infeasibility precludes cx+nstructivn to � 1r' the width shown, the landing width may ba dmeased to 3'-U minimum. Thu running RAMP PAVEMENT slope of the curb ramp may be atuapened to a maximum of 10; 1 for a maxknurn 8 in. rise. 10 c prleforrmed joint fl:ar 6ato r 0. Drainage inlats should be located uphill frrxn curb ramps to prevent puddles at ttw� path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. 7. Sege Standard Drawing E 6G4- SVJGR -12 for 810P9 12 - 1 4 95 spa- a 18" improved ac=a on narrow sidewalks. PAVEMENT 8• Alpbraic�dfforonce in grlmla men tho t INDIANA DEPARTMENT OF TRANSPORTATION of curb ramp and the gutter shell be limiter to lass than 11%. It It Is nat procfasl, a Z-0 wide Construction of curb if Awl SIDEWALK CURB RAMPS Wei amp h. shall be provided. Sao detall ekau GENERAL. NOTES & DETAILS separated from ramp SEPTEMBER 20f)6 9.. Minimum ro=nmen+dad widM of curb ramp is *-D. r`a STANDARD DRAWNG NO. E 604- SWCR-02 Y , 05X 2'- 4 No.- saw 9150 = MWMIU "� "..n irArt IW ALTERNATE CURB CONSTRUCTION I .;�s�r �,�r 1Af RfrlUidJ�.ScRd� gflQS �J11'AL ,.� 4ti� 1i WAMY eft DATE �1, P111001% ufswv QrniurunA eat * Please see accompanied Aqua -Swirl speclfication notes. * See Site Plan for actual system orientation. 1 12 3/4" OD MA I T_ Octagonal Base Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD -., grade. HDPE risers can be field (see Detail) cut by Contractor. Pipe coupling by Contractor. 12 long Stub -out Varies by Manufacturer. Swirl Inlet/Outlet i ' II I ei01 II 60" 42" 38" Arched Baffles Gravel Backfill --I X111 1 if t�f�t�sy ;��Y: -.• Bollards be placed around •�i ..,. riser(s) In non-traffic areas to prevent inadvertent +! "�. ►� . ,� -: T fir.; loading by Gravel BadcM Mend at Y kast 3 5 fed outward hm s7 ItAl revt Of ft Swki #T;! de tXbendkV 18W* in Corwrete !:s;e. sue. �" - .1 .:3:; xs�sc� %: �•� .' '.•� �S�}•�;L:et!`:f'C::lt� �a'� -. • a It �lf�j• � �' �.' ��r • .. .. . rte. ref Gravel BacMl �Y:W 1.' Place small amount or Frame oxotte to support and Wel manhole frame. DO NOT allow manhole frwe to rest upon HDPE riser. Manhole & Cover Detail For Non-Traffic Areas Onl INITS Section ,© is Aqua-Swirl Concentrator Model AS-2. CFD Standard Detail 9 � 10 11 12 13 14 15 16 I-01 REVISION RECORD I ,t.rrr '$��' ;.�G�S TFRcc • ��i N°- PE910337 -� STATE OF .0 4% Div SOT ' :N� t AN?: •' �,��' .` • 111111111+ o. 2 DATE: 06/22/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 I- I ee Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 MI `i ki JA II HI F 2 INSTALLATION REQUIRED 1. EXTENDING 20' FROM STORM INLETS OR MANHOLE WHERE SHOWN ON THE UTILITY & GRADING PLAN. 2. PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 #8 WASHED ----� STONE HOLE SIZE VARIES 3 AVEMENT 4 tl 2 #4 BARS B (I.D.) C (MIN.) AT 28" LONG 48 25 21 48 28 1 2" MIN. NON- SHRINK GROUT 27 60 ... ,.. 4 BARS AT MAXIMUM 38 12" O.C.. E.W. OPENING 4" 41 ' GREATER 4" DIAMETER PERFORATED ; 4" ---- 50 4" --- OF PIPE HIGH DENSITY POLYETHLENE PIPE 40• MIN. 6 MIN. 7 WITH "HIGHWAY SOCK 5 FILTER" 4" PIPE UNDERDRAIN o1 UNDER PAVEMENT C7.1 NOT TO SCALE 4 42" -, n„ PLAN VIEW: 36" I---- 11 A» I 5 D DIMENSIONS (INCHES) 2 #4 BARS B (I.D.) C (MIN.) AT 28" LONG 48 25 21 48 28 6" MIN. (TYP.) 2" MIN. NON- SHRINK GROUT 27 60 ... ,.. 4 BARS AT MAXIMUM 38 12" O.C.. E.W. OPENING 4" 41 ' GREATER 44 ; THAN O.D. 50 50 OF PIPE 45' WYE FITTING 40• 1080 6 << UNDERDRAIN 7 9 5 12" 2 2,000 LB. MIN. 4 " CROSS SECTION: 4COMPACTED ►► " 2 _ #53 STONE D INLET TYPE A�� o2 8" 3 NOT TO SCALE C7.1 36" I---- 11 A» I 5 D DIMENSIONS (INCHES) A (MAX.) B (I.D.) C (MIN.) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 6" TOPSOIL y 8►► 6" MINIMUM—,' PRECAST MANHOLE SECTION MAXIMUM OPENING 4 ,, GREATER A THAN O.D. OF PIPE 7 1$ N EEN AH R -3010 1 C5L * PS REQUIRED IF EBAR 6" O.C. MANHOLE STE Q 4 R DEPTH EXCEEDS 4' -0" EACH WAY (AT 16" MAX. ON CENTERS) CURB MANHOLE o4 NOT TO SCALE C7.1 ;/,.,-8" PRECAST REDUCER CAP g it 110 11 A (MAX) 12 1 14 15 16 C (MIN) 18 48 25 21 SET TOP FLUSH WITH 28 24 48 FINISHED GRADE. TO 27 60 34 30 60 BE MARKED "WATER" 33 60 41 36 60 44 42 60 50 3 45' WYE FITTING 7 1080 6 12" 7 9 5 12" 2 8" 2,000 LB. MIN. 4 2,000 LB. MIN. CONCRETE ►► " 2 1 D 12" \ „O►► 8" 3 CONCRETE 3 3 -PIECE ADJUSTABLE 1 C 6 8» 8l 4 6" / 3 2 1 <1 �\ VALVE BOX & SLEEVE 2 4" 2 < 2 LATERAL 1 4" 2 a , is UTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' UNDISTURBED '� % %f�; -j- �/ ;, UNDISTURBED EARTH UNDISTURBED EARTH � EARTH 1 ,�� NOTE: „C„ „C„ 2,000 LB. MIN. CONCRETE I 45' ELBOW SUPPORT VALVE BOX SEWER MAIN WITH BRICK OR BLOCK Q PLAN nu i mnic'n i6orn rAoTu 7 WATER MAIN 0 d '1 — > I� — NON- SHRINK GROUT BARREL SECTION VALVE FLANGED TO FITTINGS CONCRETE THRUST BLOCK ASTM C -478 CLASS A REINFORCED CONCRETE PIPE GATE VALVE PER AWWA C500 ON UNDISTURBED EARTH 4000 PSI TO OPEN COUNTER ER CLOCKWISE z GATE VALVE AND BOX o7 °° NOT TO SCALE C7.1 4" COMPACTED #53 STONE DIMENSIONS INCHES A (MAX) B (I.D.) C (MIN) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 PAVEMENT LAWN AREA AREA SEE PLANS FOR TYPE–\ OF CASTING AND FRAME "TOPSOIL - ONCRETE "0" RINGS 8" PRECAST Y REDUCER CAP 1 N 1/2" CEMENT 21-0 MORTAR I 6" MIN. -- -•-- > ° PRECAST MANHOLE B ON- SHRINK SECTION GROUT *C MAX. OPENING 4" GREATER A BARREL SECTION A TH AN O.D. OF PIPE REINFORCED CONCRETE PIPE 4000 PSI ti a o a Z i , 4" COMPACTED ?r Jr : #53 STONE 6 #4 REBAR 6 O.C. EACH WAY * MANHOLE STEPS REQUIRED IF DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS) STORM MANHOLE o5 NOT TO SCALE C7.1 EXISTING GRADE w 00 45' WYE FITTING 1 v MINIMUM ATERAL SEWER MA'N 45' ELBOW ELEVATION LATERAL DETAIL "A og NOT TO SCALE C7.1 NOT LESS THAN 0.6 x NOT LESS THAN 0.75 x OUTSIDE FACE AREA (SO. FT.) LAYING LENGTH SIZE OF LAYING LENGTH PLUG 90' 45' 22 1/2' 11 1/4' RUN BRANCH 20" 16 25 14 7 4 20" �6 ►. 16" _ 12 16" 12 16 9 5 3 12" 7 1080 6 12" 7 9 5 12" 2 8" 2,000 LB. MIN. 4 2,000 LB. MIN. CONCRETE ►► " 2 1 D 12" \ „O►► 8" 3 CONCRETE 3 2 1 C 6 8» 8l 4 6" / 3 2 1 <1 �\ 2 4" 2 3 2 1 1 4" 2 , is UTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' UNDISTURBED '� % %f�; -j- �/ ;, UNDISTURBED EARTH UNDISTURBED EARTH EARTH �i�', ,�� ; /; „C„ „C„ 2,000 LB. MIN. CONCRETE OUTSIDE FACE AREA NOT LESS THAN OUTSIDE FACE AREA NOT LESS THAN OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' VALUES GIVEN IN TABLE FOR 90' VALUES GIVEN IN TABLE FOR TEES AND 11 1/4' BENDS AND 45' BENDS AND WYES PLAN PLAN 4" MIN. 4" MIN. STRAP IRON ANCHORS 3" MIN. ` ' 2 WIDE x 1/2" THICK (� 2,000 LB. MIN. \� } !% 2,000 LB. MIN. CONCRETE 4 a CONCRETE PIPE O.D. 2,000 LB. MIN. CONCRETE a o a �,; MIN". `� ` \UNDISTURBED �` /� \� /� %' UNDISTURBED EARTH UNDISTURBED EARTH \ 6 MIN. EARTH 5" DIA. WASHER, 1" THICK OUTSIDE FACE AREA NOT LESS OUTSIDE FACE AREA NOT LESS THAN 3/4 x 18 ANCHOR BOLTS THAN VALUES GIVEN IN TABLE. VALUES GIVEN IN TABLE FOR PLUGS. (4 REQ'D) i► It it BLOCKING FOR PLUGS AND BENDS BLOCKING FOR PLUGS AND BENDS PIPE SIZE OUTSIDE FACE AREA (SO. FT.) SIZE OF SIZE OF OUTSIDE FACE AREA (SQ. FT.) PLUG 90' 45' 22 1/2' 11 1/4' RUN BRANCH 20" 16 25 14 7 4 20" �6 ►. 16" _ 12 16" 12 16 9 5 3 12" 7 1080 6 12" 7 9 5 3 2 8" 5 10" 4 7 4 2 1 12„ OR LESS 12" 7 8" 3 5 3 2 1 10" 6 8» 8l 4 6" 2 3 2 1 1 2 4" 2 3 2 1 1 4" 2 101 REVISION RECORD I 101 .�`s �S RIP ll�p cl go r Q r•• ., NQ • PE910337 = STATE OF . -o •• 4z- �*j� ;S l0 N A- E' 2007 06 22 DATE: / / DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11J2007 r DOWNWARD BEND SECTION ' C -C SECTION D -D WATER MAIN - CONCRETE BLOCKING OS NOT TO SCALE C7.1 0 a E - ----�: _ v r _ �� v � f DISTANCE DEFINED BY D.O.T. REQUIREMENT Z a IN. 6" TOPSOIL :> TO ENSURE GRASS DISTANCE DEFINED BY GROWTH IF NOT U. .1. REQUIREMENTS V A > f> r A a UNDER PAVEMENT ` �; \% IN. 6" TOPSOIL TO ENSURE Q ,� , / GRASS GROWTH IF NOT UNDER t> 1 - �.,� `r / � � - \� /� a a © PAVEMENT EDGE OF PAVEMENT, CURB /� MINIMUM WIDTH , „- GUTTER OR SIMILAR STRUCTURE / -1.25 OD + 12 _ \ ,�! '��` IN THE PUBLIC RIGHT -OF -WAY \� ~'� \ _ \ \! NOTES: `� , i . J�\� i�, �� ..MINIMUM WIDTH~ A t ,. -/ \�- J f => 2" PIPE DRAIN FROM BOTTOM OF 3'- 0" MAX. ��, \� 1.25 OD + 12 "~ 0 c CURB TO INLET; AGGREGATE TO BE EDGE OF PAVEMENT, CURB C c ° c PLACED AROUND INLET END OF PIPE. HEAVY DUTY LAMPHOLE �\ /�� GUTTER OR SIMILAR STRUCTURE \ � \ \ " " BORROW OR EQUIVALENT G CASTING W/ SOLID LID, B Q '\�� ���' IN THE PUBLIC RIGHT OF WAY % \'. �`� GRANULAR MATERIAL COMPACTED (� 2. 3" MIN. DIA. PIPE TO BE KEPT NEENAH R -1974 OR EQUAL \ TO 95% MODIFIED PROCTOR PLAN VIEW: OPEN FOR DRAINAGE OF SUBGRADE OR IF WITHIN 5 OF EDGE OF \\ \�\ DENSITY TO TOP OF TRENCH IF O Q BASE UNTIL SURFACE IS PLACED. - PAVEMENT, USE "B" BORROW OR F NOT WITHIN 5' OF EDGE OF \\ LESS THAN OR WITHIN 5' OF U EQUIV. GRANULAR MATERIAL PAVEMENT: USE "B" BORROW /��. j��,,���� M?N EDGE OF PAVEMENT. IF GREATER 2 #4 BARS 6" 2' -6" 6" ID COMPACTED TO 90% MODIFIED %(� THAN 5 FROM EDGE OF PAVEME Lr1 3" PIPE (NOTE 2) COMPACTED TO 95% MODIFIED AT 28" LONG .. 7/8 r 3. CAST -IN -PLACE OR PRECAST INLET CONCRETE COLLAR _ PROCTOR DENSITY FOR ENTIRE PROCTOR DENSITY TO 1 /6 OF 8 STONE OR APPROVED �� }~ 0 ---6" TYP FINISH FLOOR QC ^ AREA TO BE BACKFILLED WITH ( ) PIPE DIAMETER AND REGULAR EQUIVALENT. OEDDING MATERIAL HAND r' CLEAN MATERIAL THAT SHALL SHALL BE CONSTRUCTED AND TRENCH BACKFILL _ o k , , _ , ,>~� / \ JOD BACKFILL TO TOP OF TRENCH TAMPED OR WALKED INTO PLACE TO A te' �0 �`,' CONTAIN NO MORE THAN 10% INSTALLED IN ACCORDANCE WITH �a 1 �4- << , ,� . , �� ,/\��� �� ,� � MIN. OF 12 ABOVE TOP OF PIPE. ; �� - 00 PASSING A No. 200 SEIVE. r-- cn z y INDOT STANDARD SPECIFICATIONS. 2 PIPE (NOTE 1 o w- o \'\ '�'�; a _ ll ) - / i �J����/ d r-- 1 w #4 BARS AT COMPACTED SOIL /� \�� %/� /\/ 4 MIN. _ d = 4. TYPE M INLET IS INTENDED FOR / '� /,' �� a NON SHRINK GROUT > 12 O.C., E.W. BACKFILL / �� �/ `X SEE UTILITY�� �y' N USE PRIMARILY AS A SINGLE CURB /�� ✓ \ �\ �, ; PLAN FOR 8 STONE OR APPROVED EQUIVALENT C\ L� r— L 46, 0 �' - ' ' % LINE INLET AT THE LOW POINT OF A / \��j \\ L \i / \� / \,/ INVERTS DEPTH OF BEDDING EDDING MATERIAL HAND TAMPED OR OD = OUTSIDE DIAMETER OF PIPE %�� MAXIMUM SAG VERTICAL CURVE. #8 COMPACTED STONE /1;���,�,/�, �''�/� , /� �,�` MATERIAL BELOW PIPE WALKED INTO PLACE. ID = INSIDE DIAMETER OF PIPE OPENING 4" GREATER N ; 5. WHEN PIPE IS FIELD CONNECTED TO THAN O.D. ' A PRECAST UNIT, THE PRECAST UNIT _���C LEGEND OF PIPE �� SHALL INCLUDE A FIELD POURED __ v .� � � , � , ,� � �, � � , � / � �,i' � �� -���l �— FLEXIBLE- PIPE OD = OUTSIDE DIAMETER " CLASS "A" CONCRETE COLLAR OF A 6 ; ,' �' ; ' �� ! �, /, �, v SLEEVE /i \ ��\ �i�j �� �\ a a 10 = INSIDE DIAMETER `� \ \`' \'�; v v• o v ��UNDRORAIN INCH MINIMUM LONGITUDINAL AND `..� \� \ \ \\ �\ �`\ \�� ��� a d =DEPTH OF BEDDING 00 \\ �.�� \�� \ \� -� RADIAL THICKNESS, OR A RUBBER MATERIAL BELOW PIPE i /,' r�� ;'t �� =�� �(1) • \� / \\ GASKET. WYE 45' BEND ID d (MIN) 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" NOTES: N_ TES: 1. ALL INITIAL BACKFILL. SHALL 1. ALL INITIAL BACKFILL SHALL ■ BE INSTALLED IN 6" TO 12" BE INSTALLED IN 6" TO 12" BALANCED LIFTS. BALANCED LIFTS. uj 2. A MINIMUM 9" OF CLEARANCE 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. SIDE OF THE INSTALLED PIPE. \i \ \`�� \ % %� \ \�'' \ - \� /, 6. SEE PLANS FOR TYPE OF CASTING. MAXIMUM CLEANOUT SPACING TO REINFORCED CONCRETE PIPE RCP 10 PLASTIC PIPE PVC & HDPE 10 Z PROJECT NUMBER e SECTION A -A: coMPACTED BE No MORE THAN 100 FEET. BEDDING/TRENCH DETAIL C7'1 BEDDING /TRENCH DETAIL NOT TO SCALE 07-170 #53 STONE CLEANOUT DETAIL 06 NOT TO SCALE INLET TYPE "M" 03 NOT TO SCALE C7.1 NOT TO SCALE C7.1 DESIGN PHASE 2 3 4 5 6 7 8 � LuN�) i rcuU i iviv � PLAN NUMBER Cycl A` SHEET t ❑OF 7 1 9 10 11 12 13 14 15 16 2 3 / TOR -- 901 .83 INV(SW) 899.73 1 MP 1 � � 2 Vhf 6 4 L ` V to /e _ter e, tell —,,• f ` _ ° !E '• '— tele a � � V r-wt fi 3 Q /{ 7V T K tale -- —tale -- _ tale -- 4 �Z 1A -, ° , 1, -406 0 �' �tl. � o 1 � l u 1 � G o ,All 1 O S. 1 � � 1 1 , a NDSCAPING .AS PART OF (5, `t OVERALL WESTO N POI NTEQ 1 RETAIL CENTER Cj 1 � ° 1 1 1 0 0 a a a 1 1 1 1 ; i 1 ° 1 1 i °- 1 d 1 � o 1 , � 1 n , 1 G° 1 � J 1 1 O 1 1 1 � � 1 A 1 1 � n 1 1 1 1 1 1 p I o 1 . 1 _ ° 1 ,� 1 �- 1\ ' 1 ° i 1 F 1 °; 1 � ° E . DI C l A DESCRIPTION: •in '.`! ;!Y�'X ' `k her K xX �wft n>•y �..`•X EXISTING ASPHALT 1�> ty >i EXISTING STONE a ° V. , EXISTING CONCRETE ii� TEMPORARY BENCH MARK eiec SECTION CORNER ® MAG NAIL SET D PK NAIL FOUND wtr MAG NAIL FOUND r,. IRON PIPE FOUND,. ~-a ELECTRICL PEDESTAL 9f POWER POLE A GAS VALVE Q SANITARY MANHOLE ' SIGN POLYVINYL CONCRETE PIPE CURB INLET VITRIFIED CLAY PIPE INLET CORRUGATED METAL PIPE TELEPHONE CROSS --BOX Q TELEPHONE MANHOLE END SECTION TELEPHONE PEDESTAL 42- TELEVISION PEDESTAL 3 DECIDUOUS TREE CONCRETE CONIFEROUS TREE WV WATER VALVE SQUARE FEET FIRE HYDRANT DESCRIPTION: G FARM FIELD FENCE HAS BEEN FINISHED AND APPROVED, FLOWLINE ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. OVERHEAD ELECTRIC. LINE ohel eiec UNDERGROUND ELECTRIC tele UNDERGROUND TELEPHONE f /opt FIBER OPTIC LINE wtr WATER LINE r,. GAS LINE ..gas NV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT --OF —WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE 4 5 6 7 8 ALTUM'S. REALTY LIMITED PARTNERSHIP INSTRUMENT #99- -45727 1 ` SET TOP OF ROOT MASS 1 " ABOVE FINISH GRADE . 11 SPADE EDGE •,�-. a 3" DEEP MULCH; SET PLANTS AT SAME WORK MULCH LEVEL AS GROWN UNDER BRANCHES VARIES IN CONTAINER RAISE PLANT BED 2 ABOVE FINISH GRADE /'D MIN. PREPARE ENTIRE PLANT BED. TO A 8 DEPTH , SUBGRADE WITH AMENDED TOPSOI nMMMKIK1I A 1 A Kin f --%Dn1 IA1nnnx110 NOT TO SCALE HOLEY MOLEI' SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- .800 -382 -5544 CALL TOLL FREE PER INDIANA STATE .LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 9 I10 11 I12 I13 �14 15 I16 �v� CTI. CD MA Z 1 7 �•--- Y �- �`�''�.`.w- ��Jl,,��V\. �u�. �..t..n.?.,�...i.?1,�..n.+�..�r '.S�/.J�.�/.J�.�.�Q�: _ n✓ �.1 �.. �.. �. �. r, h .J�.�n.�K/�+�....R.,.�.w✓..J�.. /7- Alin f' 15' UTILITr,EASEMENT f a .\ �x/ 4 4Q i .y 4 1 / / r•' /j 4 a J 1i� y� Z •fir v. l LANDSCAPING AS PART OF j OVERALL WESTON POINTS RETAIL CENTER. j �� • q t' t, �l LANDSCAPE NOTES •' > -• ' �i� 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL ` _ :::'Ar.,l:i - f • 3" MULCH LAYER UTILITIES PRIOR TO STARTING WORK. �f AS SPECIFIED -_ •• 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY Z. AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN I NISH GRADE ��, ON DRAWINGS, i ill? III MT11— 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI 280.1- -1996, OR CURRENT PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. BED PREPARATION 6" 4 PARTS TOPSOIL 1/4 PARTS PEAT 1/4 PARTS COMPOST NEVER CUT LEADER. THIN UP TO 1/3----, OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE -------. ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD- ----,, STAKES 3 PER TREE @ 120' GUY TREES 3" CAL. & LARGER USE 2 "x4 STAKES --� DRIVEN BELOW GRADE. (3 STAKES 120' APART) SET TOP OF ROOT CROWN AT FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FROM TOP OF BALL 3" MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT-------_ _ PULVERIZE SOIL EXCAVATED FROM HOLE A BACiL LOOSEN SUBGRADE AROUND. CENTER MOUND - AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN ----- UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE NOT TO SCALE X" 4° G IF THERE IS A DISCREPANCY BETWEEN THE PLANS. HAS BEEN FINISHED AND APPROVED, 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. PLANTED PER DETAIL ON THIS SHEET, 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN COND �zi tom® IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF ' SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF EXCAVATE HOLE 12" LARGER r,. LANDSCAPE NOTES •' > -• ' �i� 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL ` _ :::'Ar.,l:i - f • 3" MULCH LAYER UTILITIES PRIOR TO STARTING WORK. �f AS SPECIFIED -_ •• 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY Z. AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN I NISH GRADE ��, ON DRAWINGS, i ill? III MT11— 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI 280.1- -1996, OR CURRENT PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. BED PREPARATION 6" 4 PARTS TOPSOIL 1/4 PARTS PEAT 1/4 PARTS COMPOST NEVER CUT LEADER. THIN UP TO 1/3----, OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE -------. ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD- ----,, STAKES 3 PER TREE @ 120' GUY TREES 3" CAL. & LARGER USE 2 "x4 STAKES --� DRIVEN BELOW GRADE. (3 STAKES 120' APART) SET TOP OF ROOT CROWN AT FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FROM TOP OF BALL 3" MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT-------_ _ PULVERIZE SOIL EXCAVATED FROM HOLE A BACiL LOOSEN SUBGRADE AROUND. CENTER MOUND - AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN ----- UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE NOT TO SCALE X" 4° NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING IF THERE IS A DISCREPANCY BETWEEN THE PLANS. HAS BEEN FINISHED AND APPROVED, 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. PLANTED PER DETAIL ON THIS SHEET, 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN COND AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF t IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF ' SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF EXCAVATE HOLE 12" LARGER PLANTING. ALL TWINE .OR ROPE SHALL BE REMOVED FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. 7. WITH CONTAINER GROWN STOCK, . THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN SCARIFY SIDES OF HOLE TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND FINISH GRADE SHRUBS SHALL BE STAKED FOR APPROVAL BY THE LANDSCAPE ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION. ARCHITECT OR OWNER'S REPRESENTATIVE, M` 9. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT + SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, 10. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT —. MATERIAL THROUGH ONE CALENDAR YEAR FROM THE TIME ARCHITECT WILL BE REPLACED. EQUIVALENT IN SIZE AND SHAPE AT NO OF PROVISIONAL ACCEPTANCE. =- 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER 11. IF THERE IS A DISCREPANCY BETWEEN THE PLANS. KEY CEMENTED TOGETHER, UP TO BOTANICAL NAME AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. - FIRST BRANCHES MATURE HEIGHT COND MATURE SPREAD t 12. CONTRACTOR SHALL REPAIR ANY DAMAGE . TO PROPERTY FROM Acer x freemanii 'Jeffersred' EXCAVATE HOLE 12" LARGER 2 -1 \2" PLANTING OPERATIONS AT NO COST TO THE OWNER. 50' THAN ROOT BALL 45' t SCARIFY SIDES OF HOLE 13. STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE YEAR. Redmond Linden FINISH GRADE 14. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION. B & B 30' + ANY MATERIAL DEEMED DEAD OR UNSATIFACTORY BY LANDSCAPE 13 Gleditsia triacanthos inermis 'Skycole' Skyline Honeylocust 2 -1 \2" ARCHITECT WILL BE REPLACED. EQUIVALENT IN SIZE AND SHAPE AT NO 45' B & B 45' COST TO THE OWNER. IN, 15. ALL EXISTING LANDSCAPING SHALL BE PRESERVED: NO SOIL >` Village Green Zeikova 2 -1 \2" STOCKPILING OR STRIPPING, NO EQUIPMENT OR MATERIAL STORAGE 50' B & B 35' SHALL BE ALLOWED. AN ORANGE CONSTRUCTION FENCE SHALL BE w 2 CONSTRUCTED TO A DISTANCE OF NO LESS THAN 10 . FEET Autumn Gold Ginkgo 2 -1 \2" Deciduous Canopy OUTSIDE THE DRIP LINE OF THE EXISTING TREES. CONTACT B & B 35' LA'N'DSCAPE ARCHITECT FOR ADDITIONAL. INFORMATION. SHADE TREE PLANTING DETAIL 16. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FFNC:F*C I I(:{ -IT P01 FC (1R (1T1 -IFR CI I(H AhAFNITIFC APP NOT PFRkAITTFfI � 2 3 4 5 6 7 8 NOT TO SCALE IN THE RIGHT —OF —WAY. 17. ALL BEDS TO HAVE SPADE EDGE. 18. ALL SEEDED /HYROSEEDEO TURF AREAS SHAW HAVE WEED FREE STRAW APPLIED TO RETAIN MOISTURE 10 11 12 13 PROJECT LOCATION E State Road_ 334 �� W 1 16th St 01) rr � L_ Of ti\ F C (A 1 _th__SLj 1 4 1 421 _J L T i VICINITY MAP NOT TO SCALE DWN BY: Dj P CHKD. BY: D P SCALE: 1 It = 20' DATE: 06/11/2007 PLANTING SCHEDULE LEGEND KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS MATURE HEIGHT COND MATURE SPREAD t AR 4 Acer x freemanii 'Jeffersred' Autumn Blaze Maple 2 -1 \2" Deciduous Canopy 50' B & B 45' t AF 2 Tilia americana x euchlora 'Redmond' Redmond Linden 2 --1 \2" Deciduous Shade 35' B & B 30' + GT 13 Gleditsia triacanthos inermis 'Skycole' Skyline Honeylocust 2 -1 \2" Deciduous Canopy 45' B & B 45' + ZS 2 Zelkova serrata 'Village Green' Village Green Zeikova 2 -1 \2" Deciduous Canopy 50' B & B 35' + 2 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 -1 \2" Deciduous Canopy 45' B & B 35' t PG 2 Pyrus calleryana 'Cleveland Select' Cleveland Select Pear 2 -1 \2" Deciduous Ornamental 15' B & 8 40' MA 9 Magnolia stellata 'Royal Star' Royal Star Magnolia 2" Deciduous ornamental 15' -20' B & B 10 -15' �oU MP 4 Malus 'Prairifire' Prairifre Craba PP le 1 -1/2" Deciduous Ornamental 20' B & B 20 MB 5 Magnolia x 'Betty, Y Betty Magnolia 4' Deciduous shrub 10' B &B 8' r CO 5 Cercis canadensis Eastern Redbud Deciduous 950 JK 26 Juniperus chinensis 'Kallays Compact' Kallay Pfitzer Juniper 18" Evergreen Shrub 2' No. 3 Cant: 6 JC 3 1 Juniperus chinensis 'Sea Green' Sea Green Juniper 18 "--24" Evergreen Shrub 3' No. 3 cont. 51--6' 07 -170 PM 15 inus mugho 'Mops' Mops Mugho Pine 18" -24" Evergreen Shrub. 2' -3' 3' No. 3 Cont. 5' + RM 39 Rosa 'Radcon' Pink Knockout Shrub Rose Deciduous Shrub 3 No. 3 Cont. ' ,,-- -, U•+- SB 36 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 18 " -24" Deciduous Shrub 3` No. 3 Cont. 4' -51 Cy +) SG 29 F Spiraea x bumalda 'Gold Flame' Gold Flame Spirea 18" -24" Deciduous Shrub 3` No. 3 Cont. , 4 WF 23 Weigela florida 'Java Red' Java Red Weigela 18 " -••24" Deciduous Shrub 3' No. 3 Cont. 4' . TO 22 Thu la occidentalis 'Woodwardii' Woodward Arborvitae 24" Evergreen Shrub 4' No. 3 Cont. 4' + CC 9 Cotoneaster apiculota Cranberry Cotoneaster 15 "--18" Deciduous shrub 3' No. 3 Cont. 5' NB 8 Myrica pensylvanica Northern Bayberry 18 "_24" Deciduous Shrub 10' No. 3 Cont. 10' d —1•�'� . _;. CA 27 alamagrostis x acutiflor 'Karl Foerster' Kart Foerster's Feather Reed Grass 18 "--24" Ornamental Grass 4'--5' No. 2 Cont. 3' PA 28 ennisetum alopecuroides 'Hameln' Hameln Fountain Grass 18 " -24" Ornamental Grass 30" No. 2 Cont. 24" + 4 t ? , , t { t + * + t + t HH fi0 Hemerocoilis spp. 'Stella de Oro' Stella de Oro Dayliily 12" Perennial 24" No. 1 Cont. 24" }. V � / EF 2 Euon ym us fortunes 'Coloratus' Pu le Purple Wintercreeper 2 -1 / 4 " P.P. Evergreen Grouncover 12 "--15" 50 /Fiat fi' DWN BY: Dj P CHKD. BY: D P SCALE: 1 It = 20' DATE: 06/11/2007 M JQ� � C) w Ce 0I V) �oU � r � r CCU PROJECT NUMBER 07 -170 DESIGN PHASE PRELIMINARY PLAN NUMBER -no0 SHEET I I OF ti