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C ,(� 100 - -I -- -- -, -- �- - - -- -- -- 267 w 1 L�AWNILY7�I1�RffiOR a r r 1 `�1' 40 52 MCP ` — , MQ - L I c� 0 THREE I INDIANAPOLIS J ��---------- - - - - -- i -- - -' -- __'_- - -I -- TWO I '� .fI ! I I INTERNATIONAL �'� �d Of C- -_1 = _ �__ __!_= aI 1 t il�• It i ( AIRPORT (� ^,`J = 74 - r- t- - i -- -) ,� I t . ; i i HAN K D — 04/04/06 O — 04/04/06 O — 04/04/06 O — 04/04/06 O — 04/04/06 D — 04/04/06 D — 44/04/06 O — 04/04/06 O — 04/04/06 O — 04/04/06 Q — 04/04/06 O — 04/04/06 O — 04/04/06 O — 04/04/06 0000• •. •, • ...............•. COVER SHEET Igo. DATE REVISION C10a „• „•,,,,,.,.,•„••.�. EXISTING CONDITIONS C101,,,,,,,•.•.,..•11,,,.,• DEMOLITION PLAN C2aa.,,,,,,•,••.,�•,1,,,.,• OVERALL SITE PLAN - C201 SITE PLAN C300•,.•,••.,.,.,..•,•••.,. GRADING PLAN C4aa..•,,.,,•..,,r•1,,,•.•. EROSION CONTROL PLAN ®r- UTILITY PLAN - 0501 ••••,•,• „• „r••,1••.•, UTILITY NOTES AND DETAILS C600••••.••••,• „r••••••••• DETAILS C601..,* ................... DETAILS 7 777 C602••.••1•.,•111111 •••r•• DETAILS C603•••/••/•,•1,.r,•••,•r•1 DETAILS C604.1/•••••,•••,r•••••1.•• HCSO STANDARD DETAILS - - --1 L - - - --� <'� I1111111111111I(- i 1 ( S EL6 � ' 465 52 74 ” a_U1LU11LU1LLIJ r� ��I 1, t, :s' ! I I - ITrI-� _�' ( � / I 267 - -JI �, I 1 1 1 1 L� {- , � ;r { WYNDHAM HOTEL CORPORATION I n1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I - r., 1 I �� -I r f -�-n-” 1 1-1 n�'r rn r nT Z L ) I ��!”' 1fiT 1""t 1Tr"�TTTf �� C= Ll ! 1 1! 1!! 1 l J I! I I t I 1 I I I L I! V I I I I I I I I, I I I I I I 1 1 1 1 -- `_ _ 65 = 1 �-- 1,r,rrrlrtrrrrrrl!1 ^ =1 r= n 111111f11111111r in II b F) ! 1 1 1 1 1 IIJ 'I Q 4 ! I (! 1 I 1 I 1! I i I I!! 1 I I _ J C_ - -� - a I I �11ITil�'�1i1!iti.I I L---- - - - - -- I�rnTnTrnT,�T; l i -- ' I I N I I I I I I I I I U - t .. :, ,�,• + {• `1 .:: 11 I I �� 0 _ - ---- - - - - -s 1 t �..� s �� I HE RICKS CO. MARION CO. }- 1I 1 (- J_ -- �%.``.•` r ....^ rw r rjr.r.r . 1 I a� J� 0-11LUJILIJ M GAN CO. JOHNSON CO. o m - 267 0 31 w Ln ----------------------------------------------_--_----------------------------------- - - - - -- ---- _------- - - - --� --� -- Z zo ROCKLANE RD. 0 -- - - - - -- --------- ---________- ��_ - - -- INTERSTATE 465 _ - a ------------------------------------------__--_—_------------------------------------------------------ - - - --� _'- �__ 0O -------------------------------------- - - - - -- 144 11351 ----- _ -_ - -_ - -------------------- ------------------ -_--------- - --- -� ��g -- -------- __–_------------------.-------------- -- I I 1 1 PROJECT No.: 65240 DOCKET No.: DP/ADLS ````,`,111111111 ����` �� K !11,, D RAW I N G INDEX LEGEND ,.•••••••••••MS'' MOST RECENT ISSUE OR REVISION DATE o. ' 19U11 W O G000 COVER SHEET STATE D s mot' NORTH LATEST REVISION NUMBER '�ir�ls������.� I W � NORTH �Z11 t�rt�A ri������``� NO SCALE N 0 SCALE NC UDEDRWITH i THIS ISSUE DRAWING - - �-- O Q SEAL 0 N n N M L K J law In (D— In N_ In C O O N w F Q _O CL CL c I O �E co m a) a _}_j • 0 -0 CL O 0, E 0 � o0 _0 N L ^ / O o � U N � In _0 CD -a 0 U x a N .. 0 C M d- w N •• c) o a) L_ a) O O 0 N Q —' O .. co U U) O Q O C: 0 ° \_0 E - C: — \ (D c= d- :�E B o w I O N .. :D In 0 CU E 0 0 �) z m u -0 _0 a� 0 4) L_ F- �a- Z o 0 cn -� 0 o ..A I 111 1 its — f ....e.113 1 NOTE: ALTA /ACSM LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC DATED OCTOBER 24, 2005. WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS, I- - 0-0,"\ { LEGEND i NORTH 0 50 100 150 GRAPHIC SCALE IN FEET SYMBOL DESCRIPTION SYMBOL DESCRIPTION f �,� OA SAWCUT AND REMOVE CONCRETE CURB AND GUTTER OO GAS VENT PIPE OB REMOVE OR RELOCATE EXISTING TREES AND LANDSCAPING VP p ELECTRIC METER (SEE LANDSCAPE PLAN) OC REMOVE EXISTING ASPHALT PAVEMENT D TRANSFORMER O REMOVE AND RELOCATE EXISTING GROUND LIGHT ❑D TELEPHONE BOX OE REMOVE EXISTING LIGHT POLE QT TELEPHONE MANHOLE QF REMOVE EXISTING CONCRETE PAVEMENT D HANDHOLE G� SAWCUT EDGE OF PAVEMENT � GROUND LIGHT QH REMOVE EXISTING DUMPSTER STRUCTURE LIGHT POLE Q REMOVE EXISTING WATER LINE cm POWER POLE OK REMOVE EXISTING SANITARY SEWER �- GUY WIRE O REMOVE EXISTING SANITARY MANHOLE -� - UNDERGROUND GAS MARKER OM REMOVE EXISTING FIRE HYDRANT ASSEMBLY �- UNDERGROUND TELEPHONE MARKER Q ON RELOCATE TELEPHONE B OX SIGN Z Z � l OP REMOVE EXISTING WOOD FENCE AND STEEL POSTS ` EX J SANITARY SEWER STR. N0. ............. O REMOVE EXISTING HARDSCAPE LEXJ STORM SEWER STR, N0. � Q J D OR REMOVE EXISTING CONCRETE FOUNDATION U >07 OS EXISTING SANITARY MANHOLE TO REMAIN 0 FOUND IRON PIN z OT REMOVE EXISTING SIGN TREE Ou PROPOSED TREE PROTECTION FENCE TREE /SHRUB LINE � W (USE SNOW FENCE, BLACK) - - - - - -SAN - SANITARY SEWER LLJ o STORM CURB INLET - - - - - - SD - STORM SEWER D STORM INLET - - - - - - WTR - WATER U*) O STORM MANHOLE - - - - - - G - GAS LLJ O SANITARY MANHOLE - - - - - - UE - UNDERGROUND ELECTRIC pm� /O. FIRE HYDRANT - - - - - - UT - UNDERGROUND TELEPHONE � HOSE BIBB DITCH SPRINKLER CONTROL VALVE _00 CHAIN LINK FENCE � WATER METER PIT X -- PROPOSED TREE PROTECTION WATER VALVE 373 36 NOTES; 1. EXISTING SANITARY LINE INDICATED TO BE REMO\ * `ED OR RELOCATED CANNOT BE REMOVED OR RELOCATED UNTIL NEW SANITARY LINE IS INSTALLED, INSPECTED AND APPROVED BY CTRWD, 2. EXISTING WATER LINE INDICATED TO BE REMOVED CANNOT BE REMOVED UNTIL NEW WATER LINE IS INSTALLED, INSPECTED AND APPROVED, 3, COORDINATE TREE REMOVAL WITH LANDSCAPE PLAN, C/) DEMOLITION NOTES B u I K) i t - G -`- .\ IN + �, { { , / I III I ! 1 r + 1 ► t kStNE) 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS A I I , , , CCOROING TO B x z %� AVAILABLE INFORMATION. THE SITE CONTRACTOR 0 SHALL BE RESPONSIBLE � . ti ' �► � � ' � � l � 1 j ' ! ( _ �I _ FOR DETERMINING THE � � I ; I { { � I ; � I � � � � � ' � ' � ' �. � ` �'-� PRESENCE AND LOCATION F 1 � I I fill, I I j / 1 j v( C ON 0 THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND ROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1- 800 -382 -5544, Con B 01 •,, ; ' ; ; I ► , ;� J J / ' J r' oundotion ,' (; v 2. SITE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RE ,' � ( OR CROSSING LOCATION OF UTILITIES ON SITE . , I ,� j R I 0 u, NG THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES f , ' I ► , ' 1/ , J 1 J , c� I _ i SERVING FACILITIES !J I I I { { , I _ ( {( ( z OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT , - _ , " _ _ _ ,' ( WHEN PERMITTED BY OTHERS. It / , f ( I uj 3. DEMOLISH AND COMPLETELY REMOVE FROM SITE EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED, COORDINATE WITH UTILITY COMPANIES FOR SHUT-OFF � OF SERVICES, IF LINES ARE ACTIVE. END S E CT I 5,N 1, INV. 824.52 ,` ^1~ -` r �' i� '(f r` { { i �i � � l / ' , � -' � \ i � �� -��� ` �r� {� i' z � 4 .,, ,� l i .' /' TRA T 3 { , ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR, ,� f _ ,. , �! f / , ,� I 7.93 ,ACRES , - , r - - { ( V) I �3 -SEWER � ,T�, f ' = ' "~ �-'' � � �' � i'' �'/ � � l � �� ' � �� j� ' � i � . -' � t. �� ` \ ' - - -, ' - `+ r� r w , vl 1� , r _ _ ` - " �. { { r,; �,1, , + , ( \ \� _ _ _ (, , , — — G 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE SITE CONTRACTORS RESPONSIBILITY, `G Ai•,�l�f 915 ,RAI f� ,�� _ - -`. _ , �' `� / �� J i , ' I + 1 \� ` + + \ z " �" � ' ` = " ' � � '` � r f � � �' " ' + ; � ; ` � J � � 6. EXISTING PAVEMENT AND CONCRETE PAVEMENTS - - - �a _ - �- --'' - - " - - y I ARE TO BE REMOVED E OVED FROM THE SITE AND DISPOSED OF �_" � - - - -- - -- g22__ - -1- F�fj f/ LEGAL MANN UNLESS OTHERWISE NOTED, -- -- _- IN A ER R v6 33"% - ` '~` -, ` _ { 1 E 7, REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL 9P, B _j AGGREGATE BASE AND SUBGRADE MATERIALS, SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE ._._ , 826 _ g2 g , �� f' �' + .' + - - - -_ -- LL 1 1 " i - rQ ( cP T.C. 830.65 CLEAN NEAT AND TRUE TO LINE, R - - --- - -- - - - --.. -- - - - - -- --- - -- - _ - SZ - - - f - _ -_ - - -� -_ =B -_-� + + G EX E, EMOVE ALL NON ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE 2g- �,.' ' y ,'" �' �' r' t' i (;` --/,�� --_�,. , ,�� , ` �n (Q� INV. SW 818.98 WITH PROPOSED PLANT MATERIAL, _� I I + INV. N DRAINAGE ES MT. t + \ I + t I ► + t y , ' ` 1 1 , +, 818.88 ' `• r 8. IT IS THE RESPONSIBILITY OF TH 1 + - U, { { E SITE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER C LARA K N OTT S DRAIN �\ 1 i t _ , , "_ j j ESMT. -` / MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE SITE CONTRA t_\ T. C. 832 37 (- -1 ,` -- '\ �,- _ ; j +, � ' `-_ _ - __ � � _ CONTRACTOR �, INV. CENTER 823.71 EX { �. - ��;, +� ====� $" 0=�=� J.-',� ,J ; ' 1.5� �� � MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM Z9 - C-CEN7E -R = �.�!.(� _ ' _-8-3-1- - �i� I 9. THE USE OF EXPLOSIVES IS PROHIBITED. _� A S S) 1 -� r- 1'- 'i - -T C l -T- - - - _ _ S D = `"'` -+@" =� --� .... ••- `_ _y ;_tip -~ ---•. �2 RC - SD I - F N� -~ _ --D - _ SD 10 ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES, D CHAIN L N E .,.� _ j k, LSD , -, , ,• _ rST' �8 [ + tb 11. ROAD, ROAD SHOULDERS ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, -------- _, _____ (GRASS) - _ -- - - - --. -- _ -____ -._._ - 29�_ (BRUSH) � � � I � �I - SH) C DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC ---------------- .._. �.. �.. �, ....., ,...... _......... �..._ ._ -��•-- _- =�f� _�_�w_ - -82 - -_-_ 1��, - - _ _ SIGNS, ADVERTI G S, ETC., ED DURING CONSTRUCTION .- .. .. _ 7 - ADVERTISEMENT SIN DAMAGED N SHALL BE RESTORED, ..... w ...... db + - _ _ - _... - - -- - - - - - .._.. -- - _ - - - � - � - 8 � - � �� V � - _ ^_ ' � � �.. +.� «.rr r.w. � + �+r� ..� .r �.� �.� w.r. - - �� - _ -` - _ _ _ _. _ _ _- - - - -. _ - ' ! ~'ti � � E S ------------------------------------------ 1 , , CONSTRUCTED, REPLACED, OR PROTECTED BY THE SITE CONTRACTOR AT HIS EXPENSE ALL DAMAGES j ____ - - - -- __- _ ~�..,..� ------ -�- --- _- _______ --_-- 1� =- =---- - _. \ ! I I TO EXISTING IMPROVEMENTS, EXCAVATION, AND/OR REMOVAL OF AN �� _� -- - -� �.,.-,.. _ _ ___ ____ _ ___ _ __ __�_�_ =- I� __--- ___ / Y AND ALL EXISTING IMPR ^ _ _^-.. ._ ..- ..- .-. _ _ _ ..- - _ -- _ _ -... .._ _..-- - - _ ._ _ _. - _ _ - - - _ _ V 3 L ` - '� - - - _ - - -� -- - ..- - _ - - _ - - - `� ..-.•. - a.... � V V -. - - \ - LIT r -_ -- _ ^_ - -- _� _ - -_L_ _ - -_ SHALL BE KEPT TO A MINIMUM AND REST OVEMENTS .fir !. .A . P. wA_ N ...rY ..... .M.. w.V .M. . w• w. • ...... ..... ...0 .Y.. ww .w.I ...I. M .. .V.... ..i. I... Y.. ._ _. .--_ .... �. _ _ '.._ - -- -_ ._ .. _ _• •� - _ - - - - - - - - - - - - - - - - - - - - - ._ __ _i ` �. _ _ RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. _____ �,______ -__ ____.� -- _- _____- - - - - -- 33 _ 832 -- -___ --- __---- ___ - ^ ------------- -- ____==-- __--- -__ -_= =- - -- �_�_ ___ =B- A - - - -- (GRASS) - - - -- ----------------- - - - - -- I - - - - - - - - - - - - - �" - - - - 834 - - - 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBARKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE OWNER. 13. ALL WELLS o LS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS, D0 1m WIT I ------------ DIG INTERSTATE 4C5 -- I BLIND I "HOLEY MOLEY" 1- 800 -332 -5544 CALL TOLL FREE Q t-u cI s ac N a a. 4.i z � a0 w I C1C Fes-. U I– L" W o.. to a� •> o C Lr) ,o O -� 00 U o o Z E N O t-- a) � 0 v�C� _ _ N ch 0 0 mot-(� w CL 0) Q- o cy) rf) 00 O NIX 0 -0 mot Q) T— 0 Z. 0 C. 4F TOM= y • v- 0 • c < •r. ,fir c 8 666,016 W co — nfj ~ ill 1 Itttit��,`� W U E Q N M ■12 ■lv Ell; K I H Q Ef o C CL cn v LAJ ti °o B W DRAWING NO. SHEET 3 OF 14 TITLE: DEUDMI RA A W W N Q (L F � w < cm Q Q Z Z am < Q � Q J D � U >07 Z E O z zW � W IL LLJ 0 CL M U*) LLJ OU pm� o C CL cn v LAJ ti °o B W DRAWING NO. SHEET 3 OF 14 TITLE: DEUDMI RA A u N M L K J H n `n G N N CD 0 O N _ w NO L C1 Q IF T n_0 a_ ._V) � O 0 CD �E N m Q) • w , l 0) +,T 0 n CD c\j a CD a) 00 � N co 0 N � L.(") -0 CD _0 0 V) U a� — X — NC a_ n m a� • . N • - 0 L_ O, U O N L O .. c0 U U) O 0 O 0 0 0 \� E •� .............. Q) 0 N 0 0 U _ N .. L.n a) 0 co En Z m U a, 0 a� �- > CL o/ � o 0 .� cn ! >' (n / j .IC�A J I J 2 14 I I I 17 I 18 I i I i i 14 I 115 1 I PENNSYLVANIA PARKWAY D------ r -f•''` + r +J. t -1 - =1 • y f:. - tf7ti:w 'ZO_ t s. "=i::•_ i if �•1f �3r vs f4yr 4'.r _ {.. 7*i'i >� i �rt .j�rir . �' � -s-r � {y a 'y �,.c •.t� � ■ is t �� a.,, _ 1% tC 7 ,� r 7i3t f I •f tr '�.}�J�i �L�YfS Y.'t E;6 - +% ,ttt ik' r� � ��.�, � r--- i--- -. ae �,,, K !. �„� +➢ 1 y ..,,�,r,F„ .;t �...w4.�..r..�.., t.wT„r X�r:f..r,�,rtt: n,sr - �' ��, __ �� -1.e f ''r f •- t 1 tF' 3 V'.J r )1'Y) }- r , }._r'r r t...:T -kl r y' -., rir t! r+ if + � 1 �'. r ) rC Y.. % r .7 r - •t r I a - �.' r -T r .r / i' •' } r 5 r ,,..( kc r � F, ..,, ;, f t •i +^ ! -�� •3 �.� 1 t :r N i. t.'.ti:, y+ ��� � �'� ! t.. +w�.rww�rr .'iS�.`T• -�+r i i�.'i � `>crt i r. rig r i � �•� } _ y _ r-t f r it c } {>r '.i r JS t c:J J 31 f�•'i,J -.t tT } +..`+ { i7 - ' _ - t r S�'" f, f ri + S�Stf, t - i E f qty t •i i !r � r ki. 2 Ii L k 7 3 r y .r f t,{ -{f �ii T• t; r I t r K. T�� • i-.T + ,.tt..t'�.' ... .,J it'�j. .'.i _. xi. it :.., �.'� 1- ,.dl:_iM !!:ty t. 3.-•y ��r _i: .i ... ��r{'��. t..t xr.:.`�1 m ` ( 1 1 � � IT J_ Lr) D c :D 111111111 II IIII�IIIIII I�I�IIIIII) COMMON AREA 3 i 1.857 ACRES f s _N_ TI OTEL CORPORATION } 'HOLEY MOLEY' 1- 800 - 382 -5544 CALL TOLL FREE P- D Pro I C � tI �fi ICI T1 T I TT T I illlllllllllll!l I�III� � �I LO I"T _F J1 ITI T-f ITI '71 * p� e INTERSTATE 465 t TT EXISTING INTERSTATE 465 0 60 120 180 GRAPHIC SCALE IN FEET SYMBOL DESCRIPTION r LIMITS OF CONSTRUCTION rt r4r ;. t � �i i w z Q w J O U'I w I\ 0:: I Z 0 �R wI V) Ld Z J Q w NOTE: ALTA /ACS! LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC DATED OCTOBER 24, 2005, WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS, I mlw 0 W a O a a M ■ll ■fu ■t; 11 K �H LL- Jf b _ 0 �,o �lltrs!�f��r11t G v w w X F �A Er co cm (L (0 Z Z 13L cc i— e e 0 E ca � e w J Q e W W ® am cc .. W True W __2p W .J 0 ~ a L c5 o �� ° Q� as L __ D -j Z ca i �O Y t=Z OV p0 N � C a !zc-E O 0 1 W � B W c� DRAWING N0, SHEET 4 OF 14 TITLE: WMALL 9 A s a- W �y� / .. W {A� �♦ = W W Z .. V .. V O U Z LH cl- o ; l ir Im— V 1-- L` W CL Vi •� 0 c LI) C) 0 U 0 C , — E ^` w N DO �_ -0 , U) N r 0 [L w I 0; !_ 0 00 (3) c N 0 0 Cfl .. O M ■ll ■fu ■t; 11 K �H LL- Jf b _ 0 �,o �lltrs!�f��r11t G v w w X F �A Er co cm (L (0 Z Z 13L cc i— e e 0 E ca � e w J Q e W W ® am cc .. W True W __2p W .J 0 ~ a L c5 o �� ° Q� as L __ D -j Z ca i �O Y t=Z OV p0 N � C a !zc-E O 0 1 W � B W c� DRAWING N0, SHEET 4 OF 14 TITLE: WMALL 9 A L N M L K J H :�iG n 0 N A. . O Ln cc _ 0 0 N EF _ Q Q) O n .V) c � a- Q c I o 0_' E N L^ o W AA 0 m CD n- d- � N � co 0 N Ln co 0 0 t U N � Ln -O .. O cn U x N .. O C 0. LL a_ M N (1) N O O 0 L- J Ln V) O Q) o c: ° I B o o U O d- _i.� N LC) D 0 CQ � C) a z m U .0 -D • 0 ° (1) �-- > �cn0 O T (n >, to / -i � UA NOTE: ALTA /ACSM LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC DATED OCTOBER 24, 2045. WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS. LEGEND (AS PHALT) CF: CG (�_ � I H (GRASS) 100' R/W Ci w ln1. p� CK � ✓ � '=/� � � —� — 9 5'I6.Y9.5— 0� ?� � �— SOD � ?SZS Sr \ \ CL ILA (GRASS) — ___ - -- Z iL q� I P_/ =L � �t =' i FF`�-7-���lT T- 1_1 I 1 \ � T I TJ�L If z ' e.. �. � N g > �Q cp 7.V�.7 OD T RAnCRES H B c n (nsPHC,�) I o L <a$ IIII Illlllllllllll�lrl 7111111 H �2 ............. U&'i I I Vc� O I (� � �I�IR ISB O ° , � / �e�� coNC & (nsaHnLi) QT .................................................................................. I I I i I I I �—{ ''}� � o �4ZR \ METAL sicN .............. tK....... ........ OD -9 .... . .... ... NORTH 0 50 100 150 EH�� U _A 77 -- I J GRAPHIC SCALE IN FEET ABOL DESCRIPTION SYMBOL DESCRIPTION INTEGRAL WALK &CURB OV DIRECTORY SIGN (SEE ARCHITECTURAL PLANS) CHAIRBACK CURB (TYPE I) OW 10' CONCRETE PATH TO BE INSTALLED BY CITY CHAIRBACK CURB (TYPE II) PER CITY LETTER DATED 44/15/04 Q 8' ASPHALT PATH EXTRUDED CURB Q CONCRETE PATIO AREA (SEE ARCHITECTURAL PLANS) � CONCRETE WALK CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) O TED AT 45INANG EHI2E �PCVEMENT STRIPE 6" CONCRETE PAVEMENT 4" PAINTED YELLOW PAVEMENT STRIPE � 4" PAINTED WHITE PAVEMENT STRIPE EXISTING TREE TO BE SAVED �� 1 4 PAINTED BLUE PAVEMENT STRIPE 1 4" PAINTED BLUE PAVEMENT STRIPE (�. DISABLED PAVEMENT SYMBOL AT 45' ANGLE, 2' O.C. -s- DISABLED PARKING SIGN > LANDSCAPED AREA (SOD WITHIN R /W) / CURB TRANSITION 1 7'x7' TRANSFORMER PAD O NUMBER OF PARKING SPACES 1 DISABLED RAMP PROPOSED CONCRETE DISABLED RAMP (MULTIPLE) F � TRASH DUMPSTER (SEE ARCHITECTURAL PLANS) � % /�j PROPOSED HEAVY DUTY ASPHALT/CONCRETE � PRECAST CONCRETE WHEEL STOP PROPOSED HEAVY DUN ASPHALT PAVEMENT EXPANSION JOINT AT BUILDING REGULAR DUN ASPHALT PAVEMENT PROPOSED FULL DEPTH ASPHALT PAVEMENT WITHIN R.O.W. PER CITY STANDARDS PROJECT SIGN (SEE ARCHITECTURAL PLANS) z q S ti N N WA K :• q CO NC WALK CO C L r 2 � ........... ............................... . ............................... . R 11 2 e• 00 A 3 9 R: N .................. ..... � OT L _ � � PARKING (GRASS) SS L ) •�TYP��� >•.. •: N P A C C PLANTER '� :;• (PLANTER 3 � N (GRASS 1 9 R CL > Ln •,: REQUIRED o so0 � 9 TOTAL PARKING (PLANTER) 0 •a.. G SPACES CES (PLANTER) L �4:• E ��2 ( L �? 0 M f • R 300 f (129,000 s s f •: • • 4 3 L 0 E a ... . 4' ff^^ W L N R . e DIS A B LED PARKING G SPACE CP ............... S ES 4 , r oK 401 TO 500 EXISTING MER0 N 24 �► o ti I T . � O . •. F `L CORPORATE M r .J . d*.... , 19 O I ( -� PROVIDED V 1 DE D , 0 BLDG. ONE E D o A PHA T � 1 0 x 5 3 _ STANDARD PARKING R KING SPACES CES 4 4 0 DISABLED PARKING SPACES 10 L Typ• 62,000 S.F. • �9 0 D F F.F.E. 83 2. 6 � TO T AL PARKING S P ACES 450 60 DK P 15 H ( NC) =:::. p•� 13 I Id E d T �. % I 1 11 i A' L SIYE ) A7A ACREAGE MC P THREE 7.927 .92 ac. I S.F. BUILDING S. MCP R 1 C THE 29 0 S.F. E 00 S. . FLOOR) r 32 250 ER WIN r) sqv 44 tK i Q n ( w `1 w� r 1. ALL DIMENSIONS IN CURBED BED AR EAS SH A LL BE BACK TO BACK OF CU R B. >s`' >' > ?�� >'�� >, �- -ALL DIMENSIONS IN AREAS WITHOUT R HA T F P _ J CUBS LL BE 0 EDGE 0 PAVEMENT. 18x5 F � Z a C -ALL DIMENSIONS ATINTEGRAL 11 h � CURB &WALK SHALL BE TO FACE OF CURE. w z a cr W L D v a ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. s' Q R0S �9�I Y v 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED 46 D F (8'x5') 86.5R ,,;; D l I � W I OTHERWISE. co PROPOSED MERiDi�,AI K °D. O 14 0 10 g 1 0 241 � 1 8' II 3. THE SITE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE � ►A I I STARTING CONSTRUCTION, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR CMPOFIATE PLAZA ���� '� 00• � 2' L � I .1 ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS BLDG. ���� I I Q FROM ACTUAL FIELD CONDITION, THE SITE CONTRACTOR SHALL CONTACT A/E O R U: 14 ° (8) co (� � IMMEDIATELY. �'� 501 PENNSYLANIA PKWY. � ... � � 129,000 S.F. T�'�•) � 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS F.F.E. 833.40 K '� (� N D � p 1901 H T p I I � I�� NECESSARY. ' 'n � TRACT 3 (�') '� � � (Type) 17.5 'I I x ' � z � (S� E) 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED X 7,93 ACRES � � � � 8 0 10 14 � IrI-w � r,% DURING CONSTRUCTION FROM TRAFFIC BY THE SITE CONTRACTOR, 20 18 24 12 24.5 N _ � co SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED 41 L � L ` L � I I i AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS H I, L (Type) ; . OO 8 0 14 10, I I � I COMPLETED, W 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 1 1 L D � H T �,P � I I � 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, (Type) PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8 15 (NP,) �I I 0 (71x5) F S 12' �g o 47' N I N 8, DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, L � �t I STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE E } 24 � � $ I Li I SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. X 5 E y 19 0 � �'za� �I �� °� � 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. � � � � � D � p � T p � � LL' \ � 10. THE SITE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE NP' � �' � ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION I � 8� 24 $_ 13.1 � 0 (18�_ 12' 12' g o 10' 14 � 0 � I AND SIZE SHALL BE PER DIRECTION OF AGENCY. D L L L L I � � 11. IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO REMOVE ALL MUD, co 0 18 9�' G S'.L N 14 24' I Q DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE SITE CONTRACTOR MUST CLEAN THESE X � 9, g� 9, g' 18 �r � I � � I DAILY IF NECESSARY. THE SITE CONTRACTOR MUST USE WATER OR OTHER b ��. H r� Np n> -- � -�--r• H rn, z � METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. �R � ��h'R NP. NP. ? � � � T � � �� I p (TYPI) 114'R 1 �S� 1 21� 2 58'R II R x 83%P ,� X D S�,R (GRASS) CHAIN LINK FENCE 500 R 00 . R � � X (GRASS) BRUSH) �t �3�c'� ODDS � � � � 1 � R x -\�-v -2, 508 R 75'R 108'R (GRASS) INTERSTATE 465 - - -s A.- i -. "HOLEY MOLEY' 1 -800- 382 -5544 CALL TOLL FREE E 0 7 VIA- M Q � s N � w � P4 a- �7 t W .. � CO �c or_ M m � z � U U O CeAJ 0 tI CSC Of. U F- L'. W LL V) 0 c � O 00 U o c- U? om • t1� U-) N of a 0 ,- r� Ld 3�: Q- ki 00 M J N O Q O ._ N I� X 0 _ � LL � mot- 1 r ti 1 1 E •% d 0 p 2 J --� � Q o: a :� _- • . • �, � :�� tom.. V1 �; CO •.•� �'+ LLJ ? P � r�n►�rr rrrn�r� +�� W U ■ I ■ l; ■11m ■fiff H ■P � c 0- C= C.� W 0 D v W � � 8 W DRAWING NO, SHEET 5 OF 14 TITLE: ffm PLAN A W IJJ F� � Q ga:� F cm NJ z CL a O >am Z E a Q z J Z Lu C) W :2 P ca CL- W M C) 0 Im g 0 �� zU �2 14 cm U� ¢ O U��o O � c 0- C= C.� W 0 D v W � � 8 W DRAWING NO, SHEET 5 OF 14 TITLE: ffm PLAN A u N M L K J H a. G 00 M u7 O - O N •� F Q Q a) _�_j _ T _O n > n c� O I -N O E N � . rn .. (D m °J 0 n O O, N -O Ln , (AQ 0 • °)D O Ln l � ' CD � - �- o N U L / ., o U x - a NC .. 0 cL cL a_ M 0 Q) �, -+.-j N •• c) 0 t a) 0 J Ln C O U O p �N 0 O \ Z7 E r� •,_ O B O ( _ N .. :3 Ln Q) 0 co E 0 > z m v -0 _0 •o 0 cu L .}, c / o 0 cn >% rn / I � C� A T.C. 830.86 EX -.l / T.C. 8 31.9 8 (-EX -1 L_ SID s � - sar_•= --•ter - -_ "-•.- -_ •�T � -s = + -=-- -. � s_- aeoc -- T .'..� _.____-.ter. s - .•..taaaaw .m_. _ mss. -- +ter- `_ \ \ I T.C. 830 9 3 I- _ _ __ -- • - �'� � _ � ! -• ` ` -- I 1 ` _I -� T.C. 832.37 / EX 1 ��,T:E: -83'x.95 I- X-1 33.04 "J �� f ` \` - -- -- r (- y 834.00 ` - - ' --- - - - - - _ 833.50 . \ ' 833.50 �t&33.00 N _ _ � , I T.C. 830.94 _ _ " E X - _ - N, L �3 -8 3 �- 33.40 N TG - - SAN - - - -- -SAN= tr - AN ,L- --L/ �` r - - - - -- r! ' - r "S-A SAN - - - - , • \ 832. 7- 833.70 ` 832,00 833.40 . 83320 \ j-, \ I- -- _ -` - �� 3 1 / 832.90 833.41 __ T_ ,_• - �, � � 832, y , ADJUST 833.20 r833 ., �; / do T 830.55 832.70 33,1 r _ _ 8'S4• \ ( E X 9. 9 5 833 ►02 2.65 1 � r 834.90 832.52 I ' t 34.40 II 836, i \\ � 83 , 00 833.81 T.C. ` 8 1.30 '/ ' 833.07 833.31 , �, 46 832 - - _ 8 95 r 834.30 833, 5 � I EX� T.C. 830.10 �� ��'' -- � T.C. 830.10 (-EX '�_ ' 833.80 � _l 831 8 1.15 831.5 832.80 832.70 832.91 833.5 833.50 _ _ _ _ S 83 833,00 ' 832.30 832.20 8'39 41 833.00 833,85 -� - � _ - - � -� � gt3-� - -- � - \ � `. 831.75 - _�- - - r g 833.35 834.00 �\ - ( 12 831.75 ' , , 20 83 .3 8330 50 r _ 833 54 48 T.C. 832.30 83 85 833.90 833.85 r _ 8 5 . 833 04 83 07 ,, 833 40 1 r r 833.35 83 831.45 8 2,80 f / 83: � - 8 2.30 833.00 / 1830.95 f ''� 2.25 832.0 ju 3.5 �EX7 T'C. 832.46 *CHANGE CASTING L_ " 1 ' �L�T.C. 835.83 �EX71 T• C. 83 2.4 8 83 831.75 _ 83 833,05 833.3 { ° - ti r c o ; -1 T. C. 831.10 ADJUST ' 83 _ _ 33,50 ` I E X UST 83 .10 83 8 832.50 1- 18M.001 833.63 833.60 r w • -J n� � T.Ca $30 ►27 p , 83 � 833,13 ����T�N� UVU��I�D�AN ' / r, ; 00 r 832.91 �r 8 5:10 833.4 E X 83 80 1832,751 832.55 832.41 `, 833.11 � L_ .� � . 832.61 � � r CORPORATE PLAZA � 832. � I , 832.30 832.25 832,05 � r N T. C. 8 3 3. \ ` - _ � � F /r ( 831.35 / 1831J7 / 1 r `� .i SP �,,� EX �� � ��D�. ONE 830.85''------ - - - - -/ / ► .p. / -_ Dc /' r ( ' �EX-1 T.C. 831.55 i i 832.90 831.3 �, � � r i 83 52,000 S.F. t 2,40 833.21 835.25 F.F.E. / 830,8 I tI 832.36 - OD - -� - ' � ' � � - r � � 832, 71 8 - 883355..050 ADJUST,.-,..- MI i t i II EX � T.C. 830.56 2.00 32:0 831,50 C. a 6 I ti - -- _ _ _ - r / '♦ ,3 , 834 ` I ' i ► r - - -8 3 � L. z EX �.- I , I T.C. $32.90 '�-�� � � � trti ►! - - , 102 SA , T.C. 832.50 834.00 42 833,50 T.C. 831.59 / E T 832 5 ` 833.80 833.8 r t I - _ 1 g3 _ Q . _ r �, / - _ - _ ,°� ,� \ \ ` .C. 4 83 i .50 7 3 0 833.63 833.30 833 3 834 25 82 - 8 829 83p - _ _ _ _ _ _ _ �.- _ - _ _ _ _ _ '� 3.70 ( t - - -.,, _ _ _ _ _}- -- - .,� `..' > > .40 833.13 - 826--,, 28 _ -- - -- - -- -- __ '"" _ - I _ _ - 833.75 1 - � �� - �i�- -- �._�___ - -`- - - - -� --' -r ,` - - -- ;_, ,�. �.,�., ,,� �\ �% T.C. 83+2.00 834.06 1 t i I _ - _ _ - I� - -ti. •� `r.� ,yam !� w.•r ...i �, ,'. �� _ r ..� \ _ .._, ,.,_ _ _ -- ___- -__- -- _ "_ - ..� _I_ ���♦ �����'� \ 41 ' ___ - ,832 85 `� 33.56 r �; -_ ......,.• - _ _ \ \ `� �� \ - .1__ 1_ - ' - - / J - - -�_4•....� •- ` v ,,`- ,` • ; -' •� 1 `f" � ; ` - _`.\- b '- _ \ ; _ _ _ - __ _ --/�- ' - . ` `1 y -..r1. - - - _- _ i�- - - - _ _'_° _ - - -- __ 1_0_ - y _- ^ -- ^ - .= _r,-.- ,y ,_ _ - �- w _- w. ._ _ - _ _ - . ► f - _ �_ - _ + �_.- .` . _ te'.`- ,a �_ / - , . _ �. _ . _.- /_ _ .- . . - _ ..- .- .•. / . __ _ _ _- _ -__ _- _i ', �' , - ` _ , - - _,= _ _-, r r , „ , . - .- � ' ' _r i ! I _ ..^- ' r � ti i > - � � - I t I I , i > _ _f „i / I ( I I I I I - ' \ -.\ \` \\ 1 \ \ � �, `�� \�� r � j ` � ♦.. ` 1 , �.'l � ��� , �� �, �1 l� � ' �i � ` � � \1 , 1 � ��� ti } 1 l� � � 1 l 1 � 1 1 I1 �` � � } } , ! , • , f / f ,. `*,, � � J .3 7 8334,.5 � � I . r r .35 832.8 832.6 8 T.C. $31.$5 83 832.95 I I r r I I r r r D 3.62 834 2 832.45 2 2 832.1 8 .4 � 3 ►12 8 •95 833.7 1 w 832.96 __ w __ -_�_ 83449 32.8 832.46 833.56 833.99 DWERIDIAN END SECTION , PPO'O LL % 32.30 833.06 ao CORPORATE'PLAZA If 83290 c i II BL THR DE T ENTION POND 501 PENNSYL4NA P K • T.C. 831.24 S.F. 4 8 0 1 NORMA� POOL 832. 833.29 � I 1 ELEV. 824.52 ' / `F.F.E. 833.40 $32.79 833.5 c/) ` 1w. Y R, FLOOD 1.6 33, 40 ,� 833.89 D 1 \zz I I I I I _ ,•- 82.90 8 833.52 .ELEV. 828.98 , i AT 3 833.02 10 -YR. FLOOD ' ELEV. 827.07 83 832.70 2-YR. FLOOD, ELEV. 826.16 ' r I ' I r I ( r ' /1 If E ' W OD 11. _ • 1833. 833.7 8 832.90 833.0 L / 1 I I I ' 1', l i I I l! i'' ►f l ii J J r I � \� , � I 832.49 /r of r /r - _ •. '� ' , ' r 1' 1 1 J J 1 1 _ _ _ _ _ - - '_ , � - ' •,,, -., ,, M.....r '' 1 I r r r r r r i i I I I I , j I r 1 I I I ( i / r / I / /i � I ' I l / J l 1 J / J / 1 ' e� i � r , -- _ __ , 831.9$ 9 , cp T 831.24 832.39 39 , 833.5 .13 I 1 ' n 831.89 832.18 833.10 .63 1 831.68 / 833.0 D 32 , (A I z - ...,_ ♦ . 1 � > � > . �' ...-• -815- --- ..,,,. -. � / / r r , r I ' � l / r r r ;J / l f J ` ! 833, 6 3-2- a o r r 1 IENdSECTIOA 832.5 833.10 832 3 833.16 35 I 8 2.0 32.60 . I I I�r , I I 833.40 1 ( ' � � � �. ! ► I r �i/ � SECS N, ti� -1 END SECTIC�,\1 -_ ., , f' / �� I � ,r i � �/ � l , �� l / 832.75 ,E - - - __ (� --' � ` �` ` ' - . - - - - ~- - - . - -_- - - - ` - ..,' , ' ti � ,� \ - ..�• _' .. ` ` , • - . -°�1 � f , r � ,` , _ '- _ _ -- _ _ r f ' � ! r ' , i ' � ,'/ r r ' I I , �;, , ,, � � /rf / � ,f r / ` �� / r � f l � � f /" l l j �/ r / / .'' ! 831.� I , , I i �,� .•- . r ` = ; � = ' � \ `t ., ` . 1 �� 833 3 • 5 e I r ri 67 833.1 / r 3 832. 3r83 3 . 83T. C. 831.75 32 8 'S EX . 83.9 832 21 8 T.C. 832.10 832 832.75 - _ _ _ ` 4 f 2.9 ,r I 1 � D 31,9 832.25 833.75 I 853.56 -• __ ' '1 � ..- r ___ f ! 831 4 ' - � ! I � z - - - ` - - - - _ _ ♦. . _ -' -1 .-' " .r- _ 832.73 ' r ti 833.25 83�. 6 I - •,\ -- • ..f '' ..� _ ----- 2 2 - - /� f f `� r� ,.! 832.23 ` $` 2 ! ; 132,44 _ 8 , , I - - - -- - - --- J`�I I - _'� / ,f�',• �� 1,� ____ 3 .70 33.6 r r _ -� ----- - - - - -- --- �- ===' r',• : ,'f `_ --;4� _ _i �� _ 1833,151 - E 832178 , r 832.2 - -832 I ♦ - - _ ` - - - _ - - - - - - - - - _ __ ." `- -.-.- -- .:._ ._......_ 6 - _ _ - • } •� • , % , .28 ` _ r , 831 92 P -- -- - 8 2 �' / _ 832.7 _ - 4.3 I `♦. - __ -- __.._ ------ _-- _____.- - -- - - -- - ______- _--- ___._- - �B2 -82�? 28 �� , ! `I t 1 380 ( r �' ( iT.C. 830.65 -- -_._�_ -� - _- - ----- -- _ _ `= - - - -- ----------- - -__-- : -- 29 - :- �•- f'' ' �' �' r! r' ( t f''r_ - -` 52 I EX T�F -- ~-- __ - - - . -_. -- -- - - - ----- -_____ _ t�--� 32.52 831.8 i ' �~�- r -�`- ^' r �� `� T.C. 831.70 3• 1 833.02 ! �- 8 30 - _ _ -f t __ f J , f, 832! 00 832.02 831.3 1 T. C.� 83''1-, ' t r 831.44 ' \tv' 38 43 T.G. 832.40 833.8 ,....•. ...................._..._...- - _ - - ` _ - _ - -�. 83 .50 37> > r 8 2 29 831 94 32.25 ► R'� _ _ _ - _� 83 833.3 - I r - _ 831.6 r cn ( I' O r-�-- - 831.18 ` ` `___� Irr� 8 1.79 I �� .C. 832.37 (- �\ ` i " t � - - - r � 42� r T. Cu: 831.59 1829.7 rs30.4 \ (RIPRAP) - ..- , - - - - -- - -- - _ ! SD ERA ' � -fir �. _ 1 _ .^ ti - - _ - -------------------------- .." _ ....r ... ..... ....r.. .... r... 3 --, �w _. ._. 8 2 ! - - - _ - - _ _ _ _ _ _ .�....,..,, ----------------------------------- --_ .- _------ -- - --- �- _ _ ------------------------------------------ -._ .._--- •--------- �-------- - - - - -- __- __- - - - - -? _ w..�.. .� .�� .... ...► - -' - - -- _ _- __R`� -�- -- -_ -- -- - _----- _- ....... -_.. --.- _ _ _ ___ _ - _ - _ _ - _ ------------------------ " __. '-- � - -."" ""--------------------------------- - -------- - - -.�- -7 -- ________ -- - -- � ,_._ _.. ...� � -- - �, _ of ""....•..• _ _ - ___ _ -� 'j -.__- _ `- - - -'"'r .,... -------------- - - - - -- -- .. ---- ___._- - - - - -- _ ..... -' �, --- _- -r���« _ _� =; == ��_-= := -_----------------------------------------- __ .�.- r..:.::. �.:. =�:-= =�-�' =�'- - -- ___= --------- - - - - -- ___ -- ------- - - - -__ �3 � - ________________ ________ ____________----- - - - - -- __. - - -__- _ --- ....,;..�.:.... ----------------------------------- _-- -__ __________-__-____---__-__ __---___ _________ ______-- _____. w_______�_=8J4 = -- 833 ------- ___------------ 3 =______ -------------------------------- ,�== �-�. -_ -- - �. ;,.� �- ^..�=-..:..,:. -.. _.: �- .:..:.�.-..�. � =.- _ -- 834 D SECTION SEX � L- I I I INTERSTATE 465 cf) ------ -F- 1 4 I I I I 0 I I OD NORTH 0 50 100 150 A L-A F-A " 1 Z9 GRAPHIC SCALE IN FEET LEGEND EXISTING PROPOSED - - X49- J CONTOUR LINE X49 ` "6' 753.0 0 X,. SPOT ELEVATION 753.00 OR 752 50 0 a V 0 �E X7 (E0 �J -SD- -- -SAN- - - -WTR---- FN G T - - VP UE - - - 0 D - UT - - - a T GRADING NOTES MATCH EXISTING GRADE STORM CURB INLET STORM INLET CONCRETE END SECTION STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT POST INDICATOR VALVE HOSE BIBB SPRINKLER CONTROL VALVE WATER METER PIT WATER VALVE GAS GAS METER GAS UTILITY MARKER GAS VENT PIPE UNDERGROUND ELECTRIC ELECTRIC METER TRANSFORMER UNDERGROUND TELEPHONE TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE UTILITY MARKER HANDHOLE GROUND LIGHT LIGHT POLE POWER POLE GUY WIRE DISABLED PARKING SIGN SIGN DITCH CHAIN LINK FENCE TREE 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL, 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT, VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA, 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET, T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. NOTE: ALTA /AGSM LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC DATED OCTOBER 24, 2005. WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS, M ►E.G► 13 W 0 0 0 1 100 Q "M 0 'xPIV rD G 0 U Eg UT -e- "HOLEY MOLEY'• 1- 800- 382 -5544 CALL TOLL FREE dot Ir M L7 0 ti-i 2s ic=r- n W W f� o P4 a- t W .. m cr- �c m W cav° :Scat LLJ CL LLJ W H OC O tQ- n.. CC.) W W a V) .> 0 c o -� 00 U p c L0 z NOt-- 0 U) cr) U-) fY o o w o I c 00 N �7 o Od-a�Nt� ,. 0x LL. is '166,59samemoss LL •O C) .: o W C .N 4: < E --� a .� U C� ■iR ■bill min ■ff G zo C U W 0 I W � a o B v W DRAWING N0, SHEET 6 OF 14 TITLE. A W W 2 H � Q a CL F � I= < cm OL (D 0 z z (L < Q LIZ op- O } J Z E Z Z � Q z W (L v � crm LA -i J LLj r W < e Lo j g r � Fi" cc D OU Om!R v cm zo C U W 0 I W � a o B v W DRAWING N0, SHEET 6 OF 14 TITLE. A 0 I 12 1 13 1 Id 1 1 1 I 1 1 1 1 EROSION CONTROL NOTES Al PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED ON THIS SHEET EX A2 AN 1107 PLAT HAS BEEN INCLUDED WITH THIS REVISED SUBMITTAL DATED 04/01/06, A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A 129,000 S.F, COMMERCIAL BUILDING AND ASSOCIATED PARKING LOT, A NEW ENTRANCE DRIVE, AND OTHER SITE - RELATED UTILITIES. EX A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. `� - - - - -- - A5 LEGAL DESCRIPTION IS INCLUDED ON SHEET C100. N �- LATITUDE N 39'55'52" LONGITUDE W 86'08'48" �.` EX _ C A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN, EX - '` `, • •. \ / A7 HYDROLOGIC UNIT CODE; 05120201090050, if A8 THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED FOR THIS SITE. ,f , _ _ ` .� e�?�E- NNSYLVANIA PARKWAY - $,� , ` %Z:/ A9 STORMWATER WILL LEAVE � ,'. ,(//4 �� � , - -. _ � `\ � � _ - E THE SITE VIA ONE EXISTING 36 RCP AND ONE PROPOSED 24 RCP, THE STORMWATER `X' �� WILL ULTIMATELY FLOW INTO THE CLARA KNOTTS LEGAL DRAIN AND THROUGH AN EXISTING 84 x46 RCP THAT� EX CROSSES UNDER INTERSTATE 465. r j,` - -- 833- --- - -- ��• �) --._ - � % t � '� � i ` � � ��� -`- -- 633 - - --- _. - - � - 833 - - - -- -- f Ile A10 THERE ARE NO KNOWN WETLANDS WITHIN THE CONSTRUCTION LIMITS, �83, Al 1 SEE A9 Ib -834- I / • , / M { 1 Al2 THERE IS NO EVIDENCE OF ANY EXISTING STRUCTURES ON THIS PROPERTY OR IMMEDIATELY DOWNSTREAM THAT Ex SD -- _ EX / ���` EX f���' - " ` -� - - - �_ _ T MAY POTENTIALLY DISCHARGE IN THE GROUNDWATER, ALTHOUGH STORMWATER MAY POTENTIALLY DISCHARGE INTO ----� S GROUNDWATER AT THE OUTLET OF THE DETENTION POND. EX �fY Ex ,, _ - " EX A13 THE SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN, A14 PRE - CONSTRUCTION PEAK DISCHARGE: 57 CFS + - TOTAL SITE ' (r ` �-- - -- = Ex / ( ,{' do, Ex �; Ex t� / \ �� POST - CONSTRUCTION PEAK DISCHARGE: 53 CFS TOTAL SITE �, ,� �� • \rL A15 ADJACENT LAND USES, t ? r T t ! %' NORTH, RESIDENTIAL .'/ . . �r❑ � / ' ! E� i I ! j ?c , �� � � I 1 EX SOUTH: INTERSTATE HWY. I �' EX - EAST: RESIDENTIAL EXST L WEST, HOTEL I _, ,� ��� ► GOR81 ...- ,...- �... ---- -- ` I - 832 -- ,> ; ' ( 1 !. / �- --fit,► � 1 / ®1 v' X EX A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. '� ���, ; I ; ; >r X % ; F EX A THE SITE IS CURRENTLY OCCUPIED BY OPEN GROUND, A FEW TREES, A DETENTION POND, AN EXISTING PARKING 1 LOT AND AN EXISTING 62,000 S.F. OFFICE BUILDING, COMMON AREA 3 r i / /' ( ! I I r� �, ,' 0 1 / A18 SOILS INFORMATION- 82 s tl'3d EX CrA - CROSBY SILT LOAM MODERATE LIMITATIONS THAT MAY REQUIRE SPECIAL MEASURES TO OVERCOME, - Br - BROOKSTON SILT LOAM EMSMGRDiAN ��;, SEVERE LIMITATIONS THAT WILL REQUIRE UNDERDRAINS, SEE PLAN VIEW FOR LOCATIONS AND ` �� ' i 1 I ' ( CORPORATE ,' EX SPECIFICATIONS. ' 1 i ' ' I i (� BLDG. TWO + , ; i �� ( , PEPJt1S'f(ANIA PKWY. , (1/( i I 129,000 S.F. 1 ! !/ gj DETENTI N POND K 1 { 1 I ( / 1 11 F.F.E. 833.40 r , / 1 fi / / NORMA POOL A19 ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION I,E, INVERT , ► % I r '� i TRACT 2 ELEV. 24.52 • Ex ` t ` I , , '� , / ,ti 1 i I i // / / / ' EeD 628 OD ELEVATIONS) CAN BE FOUND ON THE UTILITY PLAN, , , ' �, , I 1 + , ��%�' / 10 -YR. FLOOD /00, r 1 Ir II / •�, 11 J \ { / , EX I /( / ELEV. 827.07 � J' J � t � , I � 1 � I� r i � r 2 -YR. FLOOD A20 NO OFF SITE ACTIVITIES ARE ANTICIPATED. r �� t ` ! i ,� ELEV. 626.16 1 l � ( � � � � � L_i___� •�- �..-'. � � f i i 1 `fit .- _ A21 SOIL STOCKPILES ARE NOTED IN THE PLAN VIEW. - - _ 1 `�_ "8 �� 1 I( EX 1 1 - +�� --- 835 - - - -• A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. EX - -��b -- ,J 1 r� Ex ` \ , X __ I Ex x A23 PROPOSED CONTOURS AND SPQTSHOTS ARE PROVIDED IN THE PLAN VIEW T INDICATE !�� "(1% ]HAM HOTEL i __ORPr�RAT10F1 .ems ~ , 0 DRAINAGE PATTERNS, Ji �, , { iv7 SD = -SDI' �'` .`����` nI 1 � . - EX CONSTRUCTION COMPONENT B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTE WATER, TRASH, - ` ?���! `� ��••�L ----_ �` FOSSIL FUELS, OIL, GREASE, PAINT, EXPOSURE OF THESE POLLUTANTS TO STORMWATER. RUNOFF SHOULD BE I Ex J MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING MAINTENANCE AND ' 1 '� ,' \ Ex ' �`` PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET. 111 ^� �' ,' ', ���,�� f ! --� _ \� `, I B2 A CONSTRUCTION SEQUENCE CAN BE FOUND ON THIS SHEET. .' i ' ' ' / j �+ -�F B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN THE PLAN VIEW. / / ,� Ex aUr t -,d-, B9 SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. .00 ...835.E -� '_ - _ _ _ I.- 6% 2Qf .� / B10-THE WET DETENTION POND ACTS AS A STORM WATER CONTROL STRUCTURE PROVIDING BOTH RETENTION AND '834.1 ­834 - - - - - - " _ � y --833- � -' - '�2� _ TREATMENT OF CONTAMINATED STORM WATER RUNOFF, THE POND CONSISTS OF A PERMANENT POOL OF WATER .r r - _ _ _ _ _ _ =:.�- -• = : - - , - - - _ < _ _ _ _ _ _ _- - _ =�� _ - INTO WHICH STORM WATER RUNOFF IS DIRECTED. RUNOFF FROM EACH RAIN EVENT IS DETAINED AND TREATED IN =�- _ == _= _=_= _= == ===� ' -� "= = THE POND UNTIL IT IS DISPLACED BY RUNOFF FROM THE NEXT STORM. BY CAPTURING AND RETAINING RUNOFF -- __. _..... ._ ...... _..- -- -- -- -- - 3�1C1 -- -- - _ ^ _ - -- - - -- r - - -- - - ---- a3+- __- - - - - -- _ - -_ .�..._..� �- .-- - .__- - - -_ -- �_- - __-- a3��,__ - - - - -- EX EX :E:X] r 4 • E� ., I 0 ■ _ 4._ I-M THR5E PENNSYLMW PKWY, • m .�'I ji•�j� j�C m m m m - iii ,� • - a Y NORTH 0 100 200 300 GRAPHIC SCALE IN FEET DURING STORM EVENTS, WET DETENTION PONDS CONTROL BOTH STORM WATER QUANTITY AND QUALITY. THE - y - 83iL - - - - - - - - - - - = _ _ - - - - - - ^ - - - - - ___ ___ _= - - ^ - - -833- - =3� -632- -853 __--------------- - - - - -- -------- 1 TAB F GWES FUUMVE U61A=19 Z* H POND'S NATURAL PHYSICAL, BIOLOGICAL, AND CHEMICAL PROCESSES THEN WORK TO REMOVE POLLUTANTS, - �� SEDIMENTATION PROCESSES REMOVE PARTICULATES, ORGANIC MATTER, AND METALS, WHILE DISSOLVED METALS - ---_ AND NUTRIENTS ARE REMOVED THROUGH BIOLOGICAL UPTAKE. B11 SEE SEEDING SCHEDULE DETAIL, EROSION CONTROL BLANKET STAPLE PATTERN, INTERSTATE 465 INTERSTATE 465 B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS, cn B13 MATERIAL. HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR - ---�- SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN, THE CONTRACTOR SHALL REVIEW r THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE 911 j CARMEL FIRE DEPARTMENT 317 571 -2600 - -r-- - V) <�A 0 - PP . ,IC C0IVS 8 RUCiB061q SmQUEmCm 1. SUBMIT NOTICE OF INTENT (N01) LETTER TO IDEM A MINIMUM OF 48 HOURS PRIOR TO INITIATION OF LAND DISTURBING ACTIVITIES. A PROOF OF PUBLICATION IN A NEWSPAPER OF GENERAL CIRCULATION IN THE PROJECT SITE AREA WILL BE INCLUDED WITH THE NQI LETTER SUBMITTAL. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND /OR A MINIMUM OF ONE TIME A WEEK, 3. NOTIFY JAY DAVIS, RULE 5 COORDINATOR, AT (317) 233 -1864 OR JDAVIS®DEM. STATE. IN. US AND THE HAMILTON COUNTY SWCD (317) 773 -2181 WITHIN 48 HOURS OF STARTING CONSTRUCTION. SCHEDULE A PRECONSTRUCTION MEETING WITH SWCD AFTER THE PERIMETER PRACTICES HAVE BEEN INSTALLED, 4. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE NOI AND THE CONTACT INFORMATION FOR THE PERSON RESPOSIBLE FOR IMPLEMENTING THE SWPPP, THE SWPPP SHOULD BE ONSITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST, 5. INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 6. INSTALL FUELING AREA, PORT -A -LET, SOLID WASTE BIN, CONCRETE WASHOUT FACILITY AND STAGING AREA, 7. CONSTRUCT TEMPORARY DIVERSION, ALL AREAS, ESPECIALLY NEAR THE BOUNDARY ADJACENT TO 1 -465, THAT HAVE THE POTENTIAL TO DRAIN OFFSITE SHOULD BE GRADED IN SUCH, THAT INTERMEDIATE CONDITIONS WILL DRAIN TOWARDS THE DETENTION POND. STRIP TOPSOIL, STOCKPILE AND ROUGH GRADE SITE. FINE GRADE AND SEED THE OFFSITE SWALE AREA. 8. START BUILDING CONSTRUCTION, 9. INSTALL SANITARY AND STORM SEWERS. INSTALL TRASH RACKS ON THE END SECTIONS FOR THE EXISTING 30" OUTLET PIPE AND PROPOSED 24" OUTLET PIPE FOR THE DETENTION POND, 10, PLACE INLET AND OUTLET PROTECTION, INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. 11. INSTALL UTILITIES. 12. TEMPORARY OR PERMANENT SEED ALL DISTURBED AREAS. INSTALL EROSION CONTROL BLANKETS IN SWALES. 13. STONE PARKING LOT. 14. PLACE PARKING LOT BINDER COURSE, 15. FINAL GRADING. 16. COMPLETE BUILDING CONSTRUCTION. 17, PLACE SOD AND LANDSCAPING, AND REVIEW FINAL STABILIZATION. 18, PLACE SURFACE ASPHALT COURSE. 19. REMOVE SILT FENCE, AND INLET PROTECTION AFTER ALL AREAS ARE STABILIZED, ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. SOILS MAP NO SCALE TEMPORARY DIVERSION GRADES STATION BOTTOM OF SWALE CARMEL POLICE DEPARTMENT 017)571-2500 ----- G 836.00 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (888)233 -7745 833,75 � 1, CONSTRUCTION EQUIPMENT 835.50 0 833,25 835.25 AROSION CONTROL NOTES CONT. d- A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD cWa . 13 +00 BE DONE IN ONE LOCATION, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE POST CONSTRUCTION COMPONENTS 13 +50 832.25 THE CLEANUP OF SPILLS, IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE 14+00 832.00 834.00 WALLED AND STORED IN THIS DESIGNATED AREA, THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED C1 EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT, OIL, GREASE, ANTIFREEZE, GASOLINE, COD 15 +00 FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR 0 831.25 CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN TEMPORARY PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER uj z 3: ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AND TRASH DUMPED BY VISITORS. 0 AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER, THE SPILL SHALL ALSO BE �I REPORTED IMMEDIATELY TO THE CONTRACTORS SUPERINTENDENT, C2 ALL EXISTING EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL NOT BE REMOVED UNTIL FINAL � •'� F � B. EQUIPMENT REPAIR ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF STABILIZATION HAS OCCURRED. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT � Q -0 FLUID SPILLS IS HIGH SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A ! PAVEMENT, , , -a CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED c L0 -� � = TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE C3 BUILDING OWNER WILL BE MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS, THIS MAINTENANCE -}� • 0 PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER, ALL GREEN 0 ° `t n Z DISPOSED OF IN A PROPER MANNER, SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS, PERIODIC FERTILIZER C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY APPLICATIONS WILL OCCUR TO THE GREEN SPACES, THE WET DETENTION POND ACTS AS A PERMANENT STORM WATER CONTROL STRUCTURE PROVIDING BOTH RETENTION AND TREATMENT OF CONTAMINATED STORM WATER co 1-- ARE USED, IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER RUNOFF, THE POND CONSISTS OF A PERMANENT POOL OF WATER INTO WHICH STORM WATER RUNOFF IS ^ of AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS DIRECTED. RUNOFF FROM EACH RAIN EVENT IS DETAINED AND TREATED IN THE POND UNTIL IT IS DISPLACED BY a, 3: w GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE RUNOFF FROM THE NEXT STORM. THE POND'S NATURAL PHYSICAL, BIOLOGICAL, AND CHEMICAL PROCESSES THEN w Cl. CONSTRUCTION SITE. WORK TO REMOVE POLLUTANTS, SEDIMENTATION PROCESSES REMOVE PARTICULATES, ORGANIC MATTER, AND J 0 0 METALS, WHILE DISSOLVED METALS AND NUTRIENTS ARE REMOVED THROUGH BIOLOGICAL UPTAKE. 0 0 1vt OWNER CONTACT: I E `. :03 2, CONSTRUCTION MATERIALS AND THEIR PACKAGING RYAN GALLM EYER 0 A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING LAUTH PROPERTY GROUP 401 N. PENNSYLVANIA PARKWAY Ln CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION, EROSION CONTROLS SHALL BE INDIANAPOLIS, IN 46280 cQ m '7) O C CL INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE PHONE: 317 -848 -6500 SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR m a WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL, C4 PERMANENT STORMWATER QUALITY MEASURES WILL BE THE SAME AS DESCRIBED IN B10. THE OWNER WILL .a t7u UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY PERFORM REGULAR MAINTENANCE INCLUDING REMOVAL OF SEDIMENT WITHIN THE SWALES AND REPLACING IT ON • 0 EROSION CONTROL MEASURES SUCH AS SILT FENCE AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A SITE. -Q n MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE o PROPERLY REVEGETATED. C5 MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE mot- �' PROJECT OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES CONSIST N B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION Ln CD 0 DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR LITTER - DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE Q) D WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SYSTEM AND DOWNSTREAM WATERWAYS. (n 4- SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA , N PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY x Ln DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED SODDING. THE SAME MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES, o INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE U SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS, ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, m � ANTIFREEZE, BRAKE FLUID, ETC, FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER, THE OWNER C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. ' 0 N PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF 0 0 OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE POST- CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE a' / 0 _ MATERIALS FROM ENTERING THE STORM SEWER SYSTEM, BY SEEDING, SODDING OR MULCHING. J = D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED Q 0 e SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN 0 WITHIN THESE PLANS. -0 a_ n s E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION, WHEN THESE PRODUCTS LEGEND 0 � ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. E •• o 0 v) 0 3, CONCRETE WASTE WATER SILT FENCE Ln L- A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED CONCRETE WASHOUT AREAS, W .. cfl v CONCRETE WASTE WATER SHALL BE DISCHARGED INTO A 4' -HIGH, 10'- DIAMETER DOUGHNUT -TYPE MULCH BERM INLET PROTECTION 00 CONSTRUCTED OVER A GEOTEXTILE FABRIC, CONTRACTOR SHALL INSPECT THIS AREA ON A DAILY BASIS AT A Q) 0 N °- MINIMUM, WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE • CONTAINER AND DISPOSED OF IN A PROPER MANNER. EROSION CONTROL BLANKET a� 4, PAINT PRODUCTS o `� B Q A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE d- c 0 T N CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS MANUFACTURER SUGGES S. UNDER 0 C C ODUC BE CLEANED DITCH CHECK O � N OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS, ANY VIOLATIONS OF THIS . Lo SHALL BE REPORTED TO THE JOB SUPERINTENDENT, a� 0 c0 E IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN CONSTRUCTION LIMITS C= ® © o o m AN APPROPRIATE MANNER, THE CARMEL FIRE DEPARTMENT (317 )571 -2600 SHOULD BE CONTACTED IMMEDIATELY Z TO DETERMINE IF FURTHER MEASURES ARE NEEDED. [T, -0 • -, 0 � ° B14 PROJECT SITE OWNER OR THEIR REPRESENTATIVE, KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL, WILL TEMPORARY DIVERSION 0 0- INSPECT THE SITE FOR STORMWATER POLLUTION PREVENTION DEFICIENCIES AT LEAST WEEKLY AND AGAIN WITHIN c 0 24 HOURS OF EVERY % INCH RAIN EVENT. SEE EROSION CONTROL SCHEDULE, SHEET C603, FOR MAINTENANCE o cn DETAILS. V) <�A 0 - PP . ,IC C0IVS 8 RUCiB061q SmQUEmCm 1. SUBMIT NOTICE OF INTENT (N01) LETTER TO IDEM A MINIMUM OF 48 HOURS PRIOR TO INITIATION OF LAND DISTURBING ACTIVITIES. A PROOF OF PUBLICATION IN A NEWSPAPER OF GENERAL CIRCULATION IN THE PROJECT SITE AREA WILL BE INCLUDED WITH THE NQI LETTER SUBMITTAL. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND /OR A MINIMUM OF ONE TIME A WEEK, 3. NOTIFY JAY DAVIS, RULE 5 COORDINATOR, AT (317) 233 -1864 OR JDAVIS®DEM. STATE. IN. US AND THE HAMILTON COUNTY SWCD (317) 773 -2181 WITHIN 48 HOURS OF STARTING CONSTRUCTION. SCHEDULE A PRECONSTRUCTION MEETING WITH SWCD AFTER THE PERIMETER PRACTICES HAVE BEEN INSTALLED, 4. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE NOI AND THE CONTACT INFORMATION FOR THE PERSON RESPOSIBLE FOR IMPLEMENTING THE SWPPP, THE SWPPP SHOULD BE ONSITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST, 5. INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 6. INSTALL FUELING AREA, PORT -A -LET, SOLID WASTE BIN, CONCRETE WASHOUT FACILITY AND STAGING AREA, 7. CONSTRUCT TEMPORARY DIVERSION, ALL AREAS, ESPECIALLY NEAR THE BOUNDARY ADJACENT TO 1 -465, THAT HAVE THE POTENTIAL TO DRAIN OFFSITE SHOULD BE GRADED IN SUCH, THAT INTERMEDIATE CONDITIONS WILL DRAIN TOWARDS THE DETENTION POND. STRIP TOPSOIL, STOCKPILE AND ROUGH GRADE SITE. FINE GRADE AND SEED THE OFFSITE SWALE AREA. 8. START BUILDING CONSTRUCTION, 9. INSTALL SANITARY AND STORM SEWERS. INSTALL TRASH RACKS ON THE END SECTIONS FOR THE EXISTING 30" OUTLET PIPE AND PROPOSED 24" OUTLET PIPE FOR THE DETENTION POND, 10, PLACE INLET AND OUTLET PROTECTION, INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. 11. INSTALL UTILITIES. 12. TEMPORARY OR PERMANENT SEED ALL DISTURBED AREAS. INSTALL EROSION CONTROL BLANKETS IN SWALES. 13. STONE PARKING LOT. 14. PLACE PARKING LOT BINDER COURSE, 15. FINAL GRADING. 16. COMPLETE BUILDING CONSTRUCTION. 17, PLACE SOD AND LANDSCAPING, AND REVIEW FINAL STABILIZATION. 18, PLACE SURFACE ASPHALT COURSE. 19. REMOVE SILT FENCE, AND INLET PROTECTION AFTER ALL AREAS ARE STABILIZED, ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. SOILS MAP NO SCALE TEMPORARY DIVERSION GRADES STATION BOTTOM OF SWALE TOP OF BERM 10 +00 834,00 836.00 10 +50 833,75 835.75 11+00 833.50 835.50 11+50 833,25 835.25 12+00 833.00 835.00 + cWa . 13 +00 832,50 834350 13 +50 832.25 834.25 14+00 832.00 834.00 14 +50 831.75 833.75 15 +00 531.50 833.50 16 +00 831.25 833.25 NOTE: ALTA /AGSM LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC DATED OCTOBER 24, 2005. WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS, P. o 'HOLEY MOLEY" 1- 800 - 382 -5544 CALL TOLL FREE E taw WA 8 °o N M 111 DRAWING N0, SHEET 7 OF14 TITLE: J !+ L C X B A Iz � Li 0 - .. O w Q: - -� Q o•`- s 10 of S"s C6 �. f% PRO . ,, n /�ni�ntnnct,�� cWa I � F a- w W w uj z 3: U .. V O ~ Z V �I m O W I LA.. W G.. V) Q� •: 0 c L0 0 t3 0 cc co C4 (L 0 • 0 C) , "� 00 Z E - 0 -0 CN 0 (7) L0 C14 0 1-- t T_ - r%1% (L loc of t3 Q d- 0 t\ 0 w V Cl. 00 J 0 0 p (.0 N •. 0 1vt N t-4-_. X ® t- r-, CO r- Q d- 10 L W cr) W am a: .. W .j ~ '7) O C CL w 0 U 'l"% G Z� W JV �. � •Q�n a w z a� �Zw =:) 5 =D oQ t7u DRAWING N0, SHEET 7 OF14 TITLE: J !+ L C X B A Iz . �. Li 0 - .. O w Q: - -� Q o•`- 10 of S"s C6 �. f% PRO . ,, n /�ni�ntnnct,�� cWa w w 3: �j CL 0 w I'®' cc co C4 (L 0 0 Z t (L loc < > 0 V W j z z ® �j Z W W cr) W am a: .. W .j ~ '7) O C CL w 0 U 'l"% G Z� W JV �. � •Q�n W Z� � j w z a� �Zw =:) 5 =D oQ t7u Z O CL rx V) 0 0 I W a 0 v W DRAWING N0, SHEET 7 OF14 TITLE: J !+ L C X B A 0 I I I A LnQ I 0 N co NORTH - N- 0- 50 100 150 O `n GRAPHIC SCALE IN FEET i � T.C. 830.86 I- M , EX JV. NW 828.43 • f SW &NE 827.97 15" RCP / \ x 12" RCP / ! / T.C. 831.98 �EX� \ \ I INV. CENTER 828.66 (_ \ { X / \ / in M i ----- ---UE- UE UE---- --- - -- - - - -- UE- -UE- v -Sl? E -- E UE - I / N x� - �^^ -� _ 1 L �O T.C. 832.37 EX 1 T.C. 831.95 (-EX -1 �\ / (- �T 0832.46 *CHANGE CASTING { ' 0 INV. W 825.08 / INV. E 826.58 _ G�` \ EX_ INV. N •a INV. S 824.95 INV. SW 826.56 _ r-- ---�°` \ INV. SE 829.26 - -- N -- ; � ,_- _ -- - .� - INV. W 829.16 { CD '`/ �- --� T \ \ X T. C. 83 2.3 4 { { 0 00 O 12 RCP EX C. 830.94 \ E INV. S 829.49 I / C INV. 828.31 { { o G -- -.r __. - =-U�- U�- Tc - - - - =-� T.C. 832.64 *CHANGE CA ITI N -� __ - - - - �D -- _ - - _ . - D \ \ \ -J INV. NW 829.35 -- kr� -- - - - - -- "-- TZC :_- �c� '\ \ INV. SE 82951 -�- SAN N 18 - \�\ \ I , -- .. \ �/ '�\ \ INV. NE 829.45 I- -1 / - � � T.C. 833.74 a� K � � -' \ '� S INV. N W 829.69 I { 7 7F- X �--- - �- --- \ ` \ \ GQ \ \ \ INV. SE 829.69 I I I J 2 4 CONDUITS \ 41i \ / ADJUST 0 ,, �� T.C. 830.55 \ �,� \ \ 2.30 / o 1/ \�F \ 49 / (E X i \ �� 33 \ �- I � - INV. NW 824.58 ,� \ / , INV. SE 824.62 66 LF OF 15 -I - .. /' RCP 0 1.00 \ T.C. 835.83 - r� \ \ �`\ \� ( E INV. CENTER 827.24 \ , T.C. 831.30 \ CONC & ( �- C\j l \ 1 � 46 4; � \ � � �' / META I N _ INV, SE 827.31 \ \ L S G I I I O ,�' T.C. 830.10 (- If�V W 827-21 O 0 EX \ \ „ S O 35 INV. 826.80 L oZ5 F OF 1 „ \ \ o `\ 131 5 \ �/ T 1 \ s 0,71 � \ �� ,TR �0 .� 2.6 � I f"II \ � �P RCP ® 5.0 INV. 82g� I . . - - WTR - - - - tTR = WAR-- 12 WTR 12 12 WT1R® T.C. 832.30 \ I E YARD NLET , 48 INV. 829.05 / \\ \ t� ��� I { �EXI T.C. 832.48 \ / \ \ \\ I INV. CENTER 826.82 I SEE ETAI L � � \ ` �. I I � SHEET C601 --� \ \ \ 7 �. �=-- - I INV. NE 829.72 100/ wv 95 LF OF 6" PVC ® @ MIN. 1.00% �� / 5�STUB� o- ADJUST Of V ` j ?•• / / PN \ -- I f I T.C. 830.27 S A / i �,, '\ 12 R P { H USTING M/ ERUAN _ �c`� \ / \ �° \ I q INV. NW 826.56 EX / 18 LF OF Spy 0 0 T.C. 833.81 1 c CORPORATE PLAZA INV. SW 826.58 8 PVC 0 3s \ � ` � EX 0 � � V. SW 822.07 � � S,� I INV. NE 826.68 � MIN, 1.00 �� �, i i I SE 822.00 \ N \ Q_ BLDG. ONE / \ � � \ \ \ ,`. 62,000 S.F. Q '� „ �, 39 LF OF 15 I I F.F.E. 832.36 �- RCP 0 0,50% \ I I / PVC SDR 35 � � ADJUST \ \ \ I (� � ` EX � T.C. 830.56 �� 0.40% �� T.C. S,� \ I / INV. W 820.83 _0 + p Y r- C. 832.00 \ ti I 1 T G ��� . ( INV. S 819.87 - �Ao / 2.5x2,5 SIAMESE EX \ II I INV. N 819.66 INV. W 823.31 \ 0 P'VC F0C CONNECTION T.C. 832.90 INV. NE 823.09 - � SA INV. W 824.10 102 � �, ( T - -- o T.C. 832.50 T.C. 831.59 i a INV. SE 824.00 �' 42 INV. Slh� 828.69 E INV. NW 821.38 T.C. 831,50 INV. E 821.31 p � G o 47 / I N W I o per, I INV, NE 828,39 O I I ( o N / INV. NW 828.29 wv co r� C / _ _ - _ _ _ T.C. 832.00 41 W INV. NE 828,49 -- _ I > _ _ _ INV _ _ _ - - _ _ _ _ _ INV. SE 828.39 T.C. 831.85 { ( 11 Q I cn - _---------------- - - - - -- _ - \/,. � -,, ,\ KNOX BOX TO BE 45 INV. W 828.60 I D T o _ _ _ - LOCATED IN FRONT W I I _ I I � Ii I o ------------ - - - - -- INV. 825:- VESTIBULE 0 - � � cr � I I I N ( I PROPOSED MERIDIAN � ' I{ I w 0 w 127 LF OF 15 RCP 0 0.45% �I i { n I I CORPORATE PLAZA - Ic _j C F BLDG.THREE 0 0- I ( ' 501 PENNSYLANIA PKWY. -� � , 00 T.C. TC $31.24 I, I � .. I ` � 129,000 S.F. 40 INV. N 827.88 - � � ' TYP. 10 I v) F.F.E. 833.40 LO I D o INV, E 828,03 4 0 MIN. PIPE �' � -- - C a � I I I � o I , INV. S 827.78 0 , UNDERDAIN I, p � I , r AT STRUCTURE I I I Q) cn ( ( ,' _0 n I I U I { { i I �I N _ i I .. LL I I I I I 0 { I C. 831.24 o I ( ` � 39 INV, N 827.14 _ �E � , z '� , INV. E 827.29 I� D INV. S 827.04 EN SECTIO4 >, I 0 35 , { U m IN Y. 824.37 - 126 LF OF 15 RCP 0 1.00% I I I 0 END SECTION I� I •Q_ -_ INV. 824.52 { I �� ' Ic 4 {II \I N - ' t �I o a- I I ' T.C. 831.75 0 36 to T.C. 832,10 ( - o tT I I �' INV, 824.69 0 44 INV. W 828,55 I - - - � ,� ' I I z vT_82..�52 _ ___- �� a T i ..,r !, / //� L __ '_ __ _ _ _ ._ _ _. _ _. r _ __ __ 8 4+ 0 v f . _ D - (� >- of E O 3 w f Y _ ----- ------- -- ----- - - - - -- - ` - r � - - - I I I �P D4� T.C. 830.65 g26 2 F { G EX1 I 8 828 �- I INV. SW 818.98 0 / 2g 0 T.C. 831.70 ( (Q/ 0, 0 38 T.C. 832.40 I INV. N 818.88 30 T.C. 831.56 � 43 0 U 8 RC,a 37 J INV, N 826.41 INV. W 828.40 � � n INV. 825.34 I I / 0 ca INV, E 826,26 I 64 LF OF 30 0,' / I - � - C. 832.37 � � INV. W 826.16 T.C. 831.59 ' - RCP CSI 0.507 a INV. CENTER 8 ( I -�- "V. �E NTE R-B : 3� I U -__LF F' .�5 -RCS. 0.- 1,657,1 I � -36 RCP _��.. - „�C-P -- - --- - -- - -__ - --gyp -�- - - -- 4 FF� -- - - - - -- - - -- SD SD SD SD 42" RC�p ----- Sp ---- - -Sp - - D `~ - - I- N c --- -- I { � 0 823.34 -- --� 0 � ` -- SD UFFER YAR J N CD > � �- d- Q UT - D U " Q 0 322.51 .. U U) p U O � U \� E •� O w U o .. i L a� 0 cD 0 �:N _(f) INTERSTATE 465 z m U a) a 0 V) o 0 -� cn 0 0 ..A -J J C� GENERAL NOTES 1, ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2, CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 3. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE, IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 4, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION, TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE SITE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. 5. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. 6. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 7, SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET, 8. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 9. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION. 10, GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT, 11. THE SITE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 12, MINOR IMPROVEMENTS TO THE CLARA KNOTTS LEGAL DRAIN AROUND THE OUTLET INTO THE CULVERT UNDER INTERSTATE 465 WILL BE REQUIRED. STMUCTUmE DATA TAOU'LE STRUCTURE NO, STRUCTURE TYPE CASTING TYPE* 35 END SECTION - 36 STD, M, H, "H" R -3010 37 STD, M,H, "H" R -3010 38 STD, M.H. "J" R -3010 39 STD, M,H, `PH" R -3405 40 STD, M.H. "H" R -3405 41 STD, MH. "C" R -3010 42 INLET TYPE "A" R -3010 43 INLET TYPE "A" R -3010 44 INLET TYPE "A" R --3405 45 INLET TYPE "A" R- -34015 46 STD. M.H. "C" R -3405 47 STD, M. He "C" R -3405 48 INLET TYPE "A" R -3405 49 INLET TYPE "A" R -1772 50 INLET TYPE "A" R -1772 *CASTINGS TO BE NEENAH OR EQUAL N.11 T ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE- DRAINS TO WATERWAY ". SEE SHEET C501 FOR SANITARY NOTES. NOTE: ALTA /ACSM LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC DATED OCTOBER 24, 2005. WOOLPERT ASSUMES NO RESPONSIBILITY FOR SURVEY OR EXISTING CONDITIONS SHOWN ON THESE PLANS. 84^ 83 83 83 83 83, 82, 82 8Z 82; 821 811 81+ LEGEND EXISTING PROPOSED M STORM CURB INLET 0 ❑ STORM INLET w/ UNDERDRAIN CONCRETE END SECTION v 0 STORM MANHOLE O 0 SANITARY MANHOLE 0 SANITARY CLEANOUT F__ I 1 STORM STRUCTURE NUMBER i (3 ° EX SANITARY STRUCTURE NUMBER 100 .� . U) u N o O - - - SID - - STORM SEWER C) J � CI N STORM UNDERDRAIN Q (0 0 d- N I`� X CD CF) Q) to (20 FT. MIN. AT STRUCTURES) - ---SAN- - SANITARY SEWER � ` - - WTR - - WATER LINE 8 "W FIRE HYDRANT 001. CL POST INDICATOR VALVE HOSE BIBB w-LiIiiijI llijilij. � SPRINKLER CONTROL VALVE Im ® WATER METER PIT 0 WATER VALVE 0 - - G - - GAS G GAS METER m0 ••.,• •,.•• ,. .• ,, c. LAI G r T GAS UTILITY MARKER ©VP GAS VENT PIPE C.) - - - UE - - - UNDERGROUND ELECTRIC UE ® ELECTRIC METER 0 TRANSFORMER im - - UT - - UNDERGROUND TELEPHONE UT � TELEPHONE BOX �T TELEPHONE MANHOLE T' TELEPHONE UTILITY MARKER OO HANDHOLE GROUND LIGHT LIGHT POLE POWER POLE F--- GUY WIRE DISABLED PARKING SIGN o- �- SIGN -�- ----- DITCH - -D 0 CHAIN LINK FENCE O TREE 10 +00 10 +50 11+00 11+50 12 +00 12 +50 �, .:. "HOLEY MOLEY" 1 -800- 382 -5544 CALL. TOLL FREE E � a. Q- a ca M ■u[ WE L K J H I ll� k�1'114 �t Q � s 0 • �ziij �, • W 4 m U LAI �c M = W Z z � C) C.? U � n W Q W O Z Lhj .. 0 Q a_ W a. t!I I � .� 0 o o (3 ° z - o - „ CV 0 07 .� . U) u N o O w � I � T- C) J � CI N Q (0 0 d- N I`� X CD CF) Q) to Q � ` Q s F_ CL F 0 w-LiIiiijI llijilij. Im r LL- 0 W 4< C\l m0 ••.,• •,.•• ,. .• ,, c. LAI G a0� - LAI W C.) L K J H I ll� k�1'114 �t GRAPHIC SCALES IN FEET TITLE: 0 50 100 150 LMLff PLAN A w >=(T) CD CF) Q) to � ` Q s F_ CL F 0 Im W 4< C\l a0� � Z � Q J D z �W � W � � a: LAJ o Wga LLI �F EL GRAPHIC SCALES IN FEET TITLE: 0 50 100 150 LMLff PLAN A 0 N LD 0 L X C) U O C� q 11 C O U) L a� 0 n I 0 U a. 0 N Lj CL 3 n 0 I n N I 0 C� n 0 0 U 6 a_ Li U a- F- U U 6 QL a� Q_ U V 0 a U Q_ a� a 0 U v U 0 L 0 U n I a- 0 � CD LC) LO I U 0 . 0 c� N p, 0 E 0 LD U o U o z m o a� �- > 0 o C) C) _j _j W, VARIES APPLIED ANTI- SPALLING TOOLED CONTRACTION JQINT COMPOUND 1 "RADIUS TOOLED 24" 1/4 WIDE, MIN. 1 1/2 DEPTH 1 " 8" ` I- 11 ' =11~1 -1I d FI tt I T ' :I , I -�I I �I I I -I I -1 I I- IIIn- 1° I, 1 =TI I >n-,11I 1 I=- iI iI l �i- � Ti , 1 ; : • • ° ° ° a ROUND EDGE 1. .. •Y .. a W ". a W .. •Y a : W . . a♦ _ .. •. a. .. ° ' g . � � ; ° . , " ° r . W ° d � . ♦ .. "W ° ° �. W �. ° . . . d . . • . .r ° �. . d a . ►` \ o i .I .. • � •Y c� n .� • .. PRECAS� T CONCRETE PARKING �J• 0„ -I I � � ,I a I =II- I -1 I _ • I I �I_ _ _— , I � I I° _ ° _ I . dI �'I ' . 6� — xg • 6 =— - ' I- - ;1: 0 / 1 0 WELDED PAVEMENT BARRIER WITH 2 - #3 REBARS TOOLED CONTROL JOINT 1 /4 WIRE FABRIC Top Soi CURB BUILDING EDGE OF ° USE 4000 PSI CONCRETE WIDE ' MIN. 1" DEPTH A APPLIED ANTI - SPALLING BROOM FINISH # 5 REBAR PAVEMENT OR STRIPES COMPOUND GRASS 1-6" LONG l �%'i ,! %,.,ra N . � ' , • ; •:,�� �'.! �n1i� /.:�l? ' j ` . . ;4, �,t1, �'.� Q���. , , V. ., •� �:>jI ., � f -z �E EEE WITH 3/4 tz WELDED HOLE CAST Q . 6x6 t 0/ 10 ° 4 1 GRANULAR a ° ° ` .. ° . ° Z Copcted WIRE FABRIC ° \ :5 Q . � Cf ass „ • Concrete c • • N . Backfili Ilk ' ° SIDEWALK 6" , - , 0�COMPACTED SUBGRADE —� I IIa " d e ° 1 ► BEVELED EDGE W e W TOP BOTTOM e a. SIDEWALK W 4 REBAR CONT. AT °' - CONTINUOUS .l ° d o ' ° ° a 6 COMPACTED AND WELL Compacted Subgrode - d. 1. CONTRACTION JOINTS TO BE RAMP d . DRAINED SUBGRADE ) or Aggregate Bo ° 12;1 (MAX MINIMUM OF 1 1/2 DEEP ° . ° NOTES: d° w 2. SEE CONCRETE WALK SECTION FOR -III -I -_ 8 2� - �n ) LOCATION OF JOINTS, 7=- m- y w K �" , 5� 1.) CONTROL JOINTS 5 -0 O.C. MAX. LTT -I� -1� 3 PAVEMENT (SEE PLANS FOR ANY VARIATIONS) 3.) FULL DEPTH SEPARATORS ARE NOT �!T -" PAVEMENT GRADE EXPANSION JOINTS 20' -0" 4,C. MAX, A 4 2, PERMITTED EXCEPT AT EXP, JOINTS, 6" ) (SEE PLANS FOR ANY VARIATIONS) M SECTION A —A PLAN VIEW NOTES: FACES MAY BE - BATTERED TO FACILITATE SLIP FORMING. M M PRECAST CONCRETE WHEEL STOP RF CONCRETE WALK DETAIL CURE ALL EXPOSED SURFACES. NO SCALE DAMPEN SUBGRADE BEFORE PLACING CONCRETE. WALK 0 PAVEMENT GRADE NO SCALE O O d CHAIRBACK CURB u d °. d d d a � I TYPE ° d a ° I .d d ° ° d. 1 d ' . ° e D� d d '� I . d ° 6" STRAIGHT CURB w w d. 1 I ° e. a s L a 4 Q d a 2•R s N � SECTION B -B SLOPE 1/4' PER FT, NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0,9 INCHES, A HEIGHT OF " R NOMINAL 0.2 INCHES AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. EITHER w 6 HAND LAID RIPRAP n x u> .Li Z g Z NOTE: JOINTS SHALL BE CUT w E- z 0- o -' WITH A JOINTER HAVING A -� w RADIUS OF 1 /4" AND FILLED 0 L` z w of WITH JOINT FILLER. J z O V O O W p 5' -0" BETWEEN z N U CONTROL JOINTS o a \ 1 SIDEWALK BUILT WITH NO SCALE OB DRIVEWAYS SHALL HAVE A MINIMUM O L THICKNESS OF 6" OR C� s THICKNESS OF ?� DRIVEWAY WHICHEVER IS GREATER. ��• W UGHT -ON -DARK, OR DARK -ON- LIGHT, TO 9 DEPTH DOWN 2, SPACING BETWEEN Q JOINTS SHALL NOT Top Soil �/ c` > TO OF DITCH 20' BETWEEN EXPANSION JOINTS MAX. p..� m THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES EXCEED 1.25 TIMES �. ;�. j m SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT, E_ 2 „� WIDTH. 3. THE WIDTH SHALL BE Siopo ;t v = z K DISABLED RAMP WITH MULTIPLE A MINIMUM OF 5 FEET,` , �� ►-� o z J CL La UJ .. o a K DISABLED 4. THE JOINTS SHALL BE ���� g °- �' '�' STALLS ALONG A WALK DETAIL CONCRETE WALK SECTION TOOLED OR SAWED TO Compacted '�'% t\ �' . C�csS °AR Concrete, t .� CURB TURNOUT A DEPT F 1 THICKNESS OF THE�.�� > NO SCALE NO SCALE H o /4 THE O NO SCALE ,� r �,�1 „,`;>� =-,, •..,;�, :,.,,,, v CONCRETE.`��u{ -.�,, `ti %!, ,G��f�,^ `L \---- Compocted Subarods L 00 VARIES or Aoareaate Bose ' z v C ^. _ - O GRADE AS PER (SEE PLANS) BUILDING 24 ” N O 0) PLANS _ _ _ 6x6 - 110/10 WE DED FACE I- 'N � N SLOPE 1 /4" PER 1' -0" � r�l CURB END TAPER TOOLED EDGE WIRE FABRIC I- <Y v 0 d- • t\ J WIDTH BROOM FINISH M EXPANSION JOINT 0 BUILDING W 3;: o I CY) CLASS "A" CONCRETE OF RAMP B 1-1/2' H.M.A. SURFACE #11 C N J 4' MIN. MAXIMUM SLOPE 12:1 �► INISH GRADE .. `. :. ° '� NOTES; FACES MAY BE BATTERED TO FACILITATE SLIP FORMING: O ,p c0 2 H.M.A. HMA BINDER #8 R ° - - .. d- N � X f'. CURE ALL EXPOSED SURFACES. Q O FLOOR SLAB O _ 3 c M Li 3" H.M.A. COMPACTED BASE #5D � � r � SIDEWALK III _ _ = I I - - - - - - - DAMPEN SUBGRADE BEFORE PLACING CONCRETE. _ iii ��� 7 STONE BASE #53 I -III I�I —. A =ITI I i -1 I I III ,; I I I =1 I I =1 i III -1 4 #2 STONE Q 4 GRANULAR BACKFILL _c , w CURB END TAPER .I F_ PLACE EXPANSION JOINT AT B NOTE: PAVEMENT SECTION BASED = °° 6" CHAIRBACK CURB '= BACK OF CURB LINE OR AT ON TYPICAL SITE CONDITIONS. _III SIDEWALK LINE ANY AREAS OF BAD SOILS MUST I I _ (TYPE 11) H PAVEMENT RAMP SIDEWALK BE REMOVED AND RECOMPACTED -1 I I =) I TURN N DOWN SLAB 0 TO 95% MODIFIED PROCTOR, 6„ l'—O" BELOW GRADE A H ON OUTER SIDES PLAN `, \yltiis.l uUlll p�fl E" 4 ►► R.O.W. CONCRETE STO O P DETAIL MACHINE EXTRUDED CONCRETE CURB. PROVIDE C. �•••' "''•••.��'' Ilk CONTROL JOINTS ® 10'-0" _ •'. NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL ON CENTER, CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF SECTION A —A TYPICAL PAVEMENT SECTION NO SCALE F CURBS TO BE BONDED TO PAVEMENT WITH x ;iv��o • r-•- o NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND NO SCALE O 6" 6" EPDXY RESIN PER MANUFACTURERS = O w _a J O A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES AND RECOMMENDATIONS. CURE AND SEAL TO ATTAIN ? `� Z O 1 a �= SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER MAXIMUM MOISTURE RETENTION, i=:y a,d r-' �' �' O W 4 CONC. SLAB WITH EXPANSION JOINT (TYP,) 6x6 - 8/8 WELDED 6 CONC. SLAB WITH - ° %� •• ` LIGHT -ON -DARK, OR DARK -ON- LIGHT, 1/4" PER 1 -0 SLOPE WIRE FA RIC ##3 BARS, 12 "O.C, ° i� = G THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN 0 BOTH SLABS BOTH WAYS I =I I APPLY EPDXY ''�i; PR0;;�` INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE I UNDER CONCRETE CURB ► „. ►► ►���'.' -'' Cie d WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ° ° �t - ;' R I (i i ` G "o ADJOINING WALKING SURFACES IN RESILIENCY OR SECTION 8 —B PANS AS PER-- =-'•'J 4 n. °4 d `� 4 SOUND -ON -CANE CONTACT, `� R ASPHALT SURFACE COURSE W 777777 tO ASPHALT BINDER COURSE N 1” H.A.C. SURFACE COMPACTED GRANULAR L6 AGGREGATE = I CRUSHED STONE BASE 2 " H.A.C. BINDER 0 COMPACTED SUBGRADE 2" COMPACTED AGGREGATE #53 4" COMPACTED AGGREGATE #2 TYPICAL TRASH PAD SECTION N L F COMPACTED SUBGRADE NO SCALE EXTRUDED CONCRETE CURB DETAIL p F Q G NO SCALE � O CL O ISOMETRIC VIEW NOTES: 0 REGULAR DUTY TOP OF CURB ELEV, Q N _o 1. WHEN THE INTERSECTION IS NOT SIGNALIZED, SIDEWALK RAMPS SHALL BE PLACED ON THE SEE GRADING PLAN 0 RESIDENTIAL STREET SIDE ONLY, WHEN INTERSECTION IS SIGNALIZED, SIDEWALK RAMPS TYPICAL PAVEMENT SECTION 1/8- 1 1 /4" DEEP SAWED R Q SHALL BE PLACED ON BOTH RESIDENTIAL STREET AND ARTERIAL STREET SIDE. FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER 6 CONC, CURB 2, CURB CUT RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED. NO SCALE a_ 3, RAMPS SHALL BE PROVIDED AT ALL CORNERS OF STREET INTERSECTIONS WHERE THERE IS O d/4 1. EXISTING OR PROPOSED SIDEWALK AND CURB. ° . d , : •: e Q . °: ° - 2��R C 4, SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMING. . ' °° =; '. 8 ° s PAVEMENT 14 T OR GRADE TRANSVERSE TO THE SLOPE OF THE RAMP. GRADE AS PER ° . e - .e °d < G ° n. a n . ''• d o • v da : e ° ° ° , ° ° . 1 "R � E 5, SIDEWALKS SHALL BE RAMPED WHERE THE DRIVEWAY CURB IS EXTENDED ACROSS THE WALK. PLANS ; . e " . :: ° —I 6. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON ALL RAMPS WITH NO BREAKS ° E o IN GRADE, PAVEMENT M CONCRETE SLAB 7, DRAINAGE STRUCTURES SHALL NOT BE PLACED IN LINE WITH RAMPS, EXCEPT WHERE EXISTING DRAINAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION, LOCATION 1 " H.A.C. SURFACE z z .J OF THE RAMP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCTURE. 4" H.A.C. BINDER Q z W 8. THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP. CONTRACTION JOINT w 0 9. EXPANSION JOINT FOR THE RAMP SHALL BE A MAXIMUM 1/2" WIDE. THE TOP OF THE JOINT I I I i , i —I _ =I I I ( =1 3" COMPACTED AGGREGATE #53 CONCRETE CURB END TAPER a _L FILLER FOR ALL RAMP 10. CROSSWALK AND STOP LINESMARK MARKINGS, IFLUSEDWISHALLDJBEESO LOCATED TO STOP I -I I -I 6" COMPACTED AGGREGATE #2 NO SCALE S w r 0. a: o, O NO SCALE Lai —� W Q TRAFFIC SHORT OF THE RAMP CROSSING, Q ` 3. O 11, SLOPE OF RAMP MAY BE MODIFIED WHEN FIELD CONDITIONS WARRANT AND WHEN APPROVED COMPACTED SUBGRADE o -� BY THE DEPARTMENT OF TRANSPORTATION, ° �- z w D 0 D HEAVY DUTY APPLIED JOINT SEALER °° a a m N SIDEWALKFXIAMP FOR DISABLED TOOL BOTH SIDES OF " I � JQ J= �t� Cc TYP I CAL PAVEMENT SECTION EXPANSION JOINT 1 /2 PREFORMED VARIES COMPOUND o d : , ° ° Ca V) (D EXPANSION MATERIAL Z o NO SCALE TOOLED CONTRACTION JOINT APPLIED ANTI- SPALLING U moo m NO SCALE ° o ° " WIDE MN j DEPTH z O ° ° ... Q Lj 1/8" / FT. I 1 "RADIUS TOOLED ROUND EDGE 0 1/2 PREFORMED JOINT FILLER REQUIRED a ° d °: ° ' U FOR CONC. DRIVES ONLY 20' MAX, ° ° e ° 4 CONCRETE SLAB co 12" MIN. EXPANSION JOINT TO � 0 12 MIN. lot TOP OF CURB BOTTOM OF PAVEMENT.. ° .. PAVEMENT ° NC SLOPE OF DRIVE MUST BE z C ° TOWARD STREET TO MAINTAIN EXPANSION JOINT DETAIL -' �i 11 =1 11 =1 11 =1 11 =1 11 =1 I I -1 I I- o ¢ GUTTER LINE GRANULAR - ill�lll�lll- IIII�II1�111�111= 6x6 - 10/10 CL VJ 1/2 II II I I II II ° WELDED " PREFORMED JOINT FILLE /� �' 1 2" PREFORMED JOINT FILLER d Q r ' . -ill = III = III - III =11 . +• I / °.: ' . `. ' - <: , ` - • , NO SCALE BACKFILL ....: I .d. • .. a • y d 1 - •'...A. WIRE FABRIC Q .,' 9 o THROUGH CURBS AT RADIUS POINTS CONC. THROUGH CURBS AT RADIUS POINTS " °a(Qa iv W ° CURB OR BIT. CURB PAVEMENT BOTTOM OF CURB COMPACTED SUBGRADE 6 J °. ° TACK COAT (EACH LAYER) Cj) a TRANSVERSE CONTRACTION JOINTS (TYP.) 4" REBAR CONT, AT TOP & BOTTOM a o PRIVATE DRIVE WITH CURBS TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE EXPANSION JOINTS (TYP,) A MINIMUM OF 1 1 2 DEEP 1= D.O.T. STANDARDS) 1,) CONTRACTION J01 TO ( III -II III -1 I� NOTE: 2.) SEE CONCRETE WALK SECTION FOR -I I1 =11- d ~ B (INTEGRAL, COMBINED, MONOLITHIC, OR STRAIGHT CURBS) WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT. EXPANSION AND 1 1/4" SURFACE ( #11 or #12) LOCATION OF JOINTS, F= III= III =11 0 B NO SCALE CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE :III= III -III 3 2 1 /2 BASE COURSE - III -I i � -�' PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT ( #9) 3.) FULL DEPTH SEPARATORS ARE NOT ' �- „ ,� PERMITTED EXCEPT AT EXP. JOINTS, 6" > BY 1 /2 ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO 4 BASE COURSE 50 W L NOTES: 1 =1I1 =1 I I - - -f I1 =1 11 =1 I1 =1 I1 =1 11= III =1 11 =111 =1 I1 =1 I1 =1 I1 =1 I (# ) CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS I I �I I �I I I- III - III -I I F=1 I III -I I �I I1 =11 III III -I I f- III -I I -I I „" CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL 1�' - III - -- � I I0i I \-4- BASE COURSE ( #50) DRAWING NO. SHEET 10 OF14 1, CROSS- HATCHED AREAS SHALL BE EITHER 6 PLAIN CONCRETE OR 1 BITUMINOUS SURFACE ON 2" RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE OR 1" BITUMINOUS SURFACE ON 4" SHOULD BE INSTALLED AT 10 FOOT SPACING. - "�_" COMPACTED AND WELL INTEGRAL WALK AND CURB BITUMINOUS COATED AGGREGATE BASE WITH 5D STONE EXTENDING TO THE SIDEWALK OR R/W LINE DRAINED SUBSOIL 0 WHICHEVER IS NEAREST TO THE ROADWAY, NO SCALE 2. SUBGRADE UNDER ALL CURBS, SIDEWALKS AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH CURB JOINT DETAIL o SECTION 207,02 OF THE STANDARD SPECIFICATIONS. NO SCALE 11 1/2" FULL DEPTH ASPHALT DETAIL TITLE: A NO SCALE O DUAU A Ib 11Y 114 11b O N 0 L x U 0 C.� L6 O 6 a_ C 0 L- 0 0 a_ Li 6 a_ O 0 a_ D C6 CL O I 0 N w 0 rdlill CL U L0 U CL F- 0 CL I U a� a U V ° L 0 c- U a a� a 4 ° U U ° 0 U ci- a- U .Ln CD LO a- o �i Ln I U O c!i NO a) -,�, °) r� ° E � CD CO (n U 0 U W U P ° >; z a0 F- > 0 �V) 0 ° ° _J J X ��- POST INDICATOR CHECK DETECTOR VALVE VALVE WATER SUPPLY S - - - - FORMED MAIN BUILDING WALL AND /OR CONCRETE FORMED moo N OVERHANG -i I -I 11=i i BLOCKING CONCRETE _ BLOCKING ® N b 5' -0" MIN. OR CONC. ENCASEMENT SEE NOTE #3 =1 II 6" MIN. COVER REQ'D. a 1" COPPER PIPES - - - - - 'i" SEE PLANS B TRANSFORMER .- . :.. ' , ...' . I. METER METER PIT CYLINDER FOR INVERTS PAD °: L M :III -IIIT� TI i=1III iI 1 8" SAN. PIPE 0 FORMED FRONT SIDE N PLAN VIEW CONCRETE . BLOCKING M HIGH VOLTAGE 12" AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. 77 ° ° APPROX. LOCATION 7; CONCRETE FILLED 6" STEEL POST AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING M M FRONT Z OF H.V. BARRIER 4'-0" ABOVE GRADE, SET IN CONCRETE. INDICATOR POST Q OF PAD Z SEE NOTE N0. 2. TEE 8 90, 45' 22 1 /2' 1 1 l/4# SIZE PLUG BEND BEND BEND BEND z o 4" 2.0 1.5 1.0 o FORD METER BOX PIPE CONNECTION LOW VOLTAGE NOTES: 40 2.5 NO. 10 RING & 20 LID 5.5 3.0 1.5 1.0 OR EQUAL TO EXISTING MANHOLE PAD BY I.P.L. 1,) 10 FOOT CLEARANCE MUST BE MAINTAINED ON 8" 6.5 9.0 5.0 2.5 1.5 FRONT SIDE OF PAD. 10" 10.0 14.0 7.5 4.0 2.0 NO SCALE 2,) CUSTOMER SHALL FURNISH AND INSTALL POSTS 12" 14.0 20.0 11.0 5.5 3.0 TO PROTECT TRANSFORMER WHEN EXPOSED TO 14" 19.0 27,0 14.0 7,5 4.0 PLAN VIEW VEHICULAR TRAFFIC. 16 "' 25.0 35.0 19.0 10.0 5.0 FINISH GRADE 3. ) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL 18 31.5 44.5 24.0 12.5 6.5 L 1 1 /2" MAX. 6" THICK CONCRETE OR OVERHANG, THE MINIMUM DISTANCE SHALL BE 20" 38.0 54.5 29.5 15.0 7.5 24" 55.5 78.5 42.5 22.0 11.0 O 3" MIN. TRANSFORMER PAD 10 FEET. 30 "� 86.5 122.0 66.0 34.0 17.0 P4 L 4. TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT, s a GRADE 36„ 124.0 175.5 95.0 48.0 24.5 C� � 5. ALL BACKFILL UNDER PAD TO BE THOROUGHLY 42 168.0 237.0 128.5 65,5 33.0 3 4" METER III -III. .. III -1�I I�III1�1 ; 1l1111111�1 �' ) " / COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 . FURNISHED BY 6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN WATER COMPANY W CROSS SECTION PAD MOUNTED TRANSFORMERS. O 7,) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING TYPICAL THRUST BLOCKING DETAILS ELECTRODE CONDUCTORS SHALL BE CONNECTED AT •• ANGLE VALVE p� m (LOCKABLE) P"' �i T W STANDARD HEX. HEAD PAD MOUNTED TRANSFORMER LOCATIONS, NO SCALE 3/4" HOSE END VALVE W z m BRASS PLUG. TOP OF 8 MAXIMUM - 9 CONDUITS ONE CIRCUIT PER CONDUIT SPRING CHECK (OUTLET TURNED UP) CASTING ELEV. AS 5' - 0" MAX. FINISH FLOOR THE TRANSFORMER SHALL BE READILY ACCESSIBLE W a = -�3 W W SHOWN IN PLANS. 9. VALVE 1 SOFT COPPER LINES FOR w ;- ,, a w uj K TO ELECTRIC UTILITY COMPANY, GROUND LINE °' a ° ° ` OFP3" CLEARANCE VAT DETECTOR a a Q � � W a V K - - - - - -- - - - -- ALL DIMENSIONS ARE IN INCHES Y 12" C TO C GRADE ELEVATION Z O 45' ELBOW MAX. SPACING N N 0) O 04 CONCRETE PAD FOR THREE PHASE W " " 1 1 2 R I� / D! v d- _ IRON GATE VALVE DETECTOR CHECK WITH �- 00 J i SANITARY BUILDING GRAIN TRANSFORIfivillER '150 =1 500 KVA � ° ' � M J Y " J MINIMUM PRESSURE NOTCH PIT CYLINDER AROUND 0 0 0 (0 11 5 NO SCALE Q DIFFERENTIAL OF 1.5 PSI DETECTOR CHECK VALVE "t N x PLAN VIEW 3 SECTION Y -Y c: T i WYE INVERT ELEV. AS NOTES: SHOWN IN PLANS 1,) COMPACTED SAND OR GRAVEL BACKFILL EXTENDING 3 FEET BEYOND GROOVED END ON OUTLET END 3.� AND 2 FEET ABOVE EACH DETECTOR CHECK FLANGE IS REQUIRED, W TONGUE END ON INLET END 4.-1 2,) ALL MATERIALS ARE TO BE FURNISHED AND INSTALLED BY THE PLUMBER F /<< S� 40P SECTION CONCRETE END UNLESS OTHERWISE STATED ABOVE. CLEAN - OUT D aPF = _ _ NO SCALE 3 = °- CULVERT ' DETECTOR CHECK VALVE H � & POST INDICATOR H R COMPUTED LENGTH OF CULVERT ,.] NO SCALE o A a PAY LENGTH OF CULVERT `y ,� END SECTION LENGTH (D) s ,' v��o - 0"- Z: y Q SLOPE DETAIL =-� N o <- HYDRANT SHALL MEET LOCAL FIRE CODES AND CO x LOCAL WATER UTILITY SPECIFICATIONS 12"C. TO C. ••• GROOVE (OR TONGUE) TO • °• ` � w BE THE SAME AS ON MAX. SPACING 3/4 "x12" HOOK w '�0••( ....O`{�cj''�,��~ G STANDARD REINFORCED BOLTS GALV. w G 00 "L" (MIN), OR CONCRETE PIPE ASTM HOOK---,, DESIGNATION C 76 W AS REQUIRED BY WATER UTILITY a :. GRADE ° ° LONGITUDINAL SECTION - ° ' :. w I EXISTING ° ° ° WATER i .° 4 CO I I MAIN I CONC. COLLAR ,► ; r o I ( ' GLASS- •,A CONCR01E '.° .. • . N I I C -1 VALVE BOX E+ 2T GRANULAR TAPPING SLEEVE BACKFILL REQ D SECTION A -A ( I N Q - +- VALVE BOX AROUND BASE 6" GATE VALVE Q QF & BARREL J F -o 3 MAIN a� O O a' {J Y.'. 4-j 0 a_ O O CONC. BLOCK ° DRAIN \-6" HYD. BRANCH a_ Tcd GATE VALVE - CONC. PAD NOTE: FIRE HYDRANT SHALL BE SET A MINIMUM OF 6' FROM ALL I I DRIVEWAY OPENINGS I I :3 E o m � I , _Tfl 12" X 12" X 4" rnNr rni i ea TR_TF =1 I I -I 11 ='' III -III -r MAIN LINE STOCK NO. KVA WT. A B C D L M N KVA 24 9" J DIA. Q 72 7/8 24 r 9 GHEGK FLANGE 24" BITUMINOUS OR APPROVED PLASTIC PIT CYLINDER, SET ON 4 BRICKS ONE COMPACTED SOIL AT LEAST 4,5 BELOW FINISH N v v 0 .- 1703 -506 150 -300 5800 75 80 44 15 1 /2 9 15 19 1 /2 150 -300 1703 -507 1703 -507 10,100 $4 84 44 20 9 15 19 1 /2 500 -1000 1703 -508 1500 12,600 84184148 38 73 18 9 17 23 1/2 1500 ALL DIMENSIONS ARE IN INCHES Y 12" C TO C GRADE ELEVATION Z O 45' ELBOW MAX. SPACING N N 0) O 04 CONCRETE PAD FOR THREE PHASE W " " 1 1 2 R I� / D! v d- _ IRON GATE VALVE DETECTOR CHECK WITH �- 00 J i SANITARY BUILDING GRAIN TRANSFORIfivillER '150 =1 500 KVA � ° ' � M J Y " J MINIMUM PRESSURE NOTCH PIT CYLINDER AROUND 0 0 0 (0 11 5 NO SCALE Q DIFFERENTIAL OF 1.5 PSI DETECTOR CHECK VALVE "t N x PLAN VIEW 3 SECTION Y -Y c: T i WYE INVERT ELEV. AS NOTES: SHOWN IN PLANS 1,) COMPACTED SAND OR GRAVEL BACKFILL EXTENDING 3 FEET BEYOND GROOVED END ON OUTLET END 3.� AND 2 FEET ABOVE EACH DETECTOR CHECK FLANGE IS REQUIRED, W TONGUE END ON INLET END 4.-1 2,) ALL MATERIALS ARE TO BE FURNISHED AND INSTALLED BY THE PLUMBER F /<< S� 40P SECTION CONCRETE END UNLESS OTHERWISE STATED ABOVE. CLEAN - OUT D aPF = _ _ NO SCALE 3 = °- CULVERT ' DETECTOR CHECK VALVE H � & POST INDICATOR H R COMPUTED LENGTH OF CULVERT ,.] NO SCALE o A a PAY LENGTH OF CULVERT `y ,� END SECTION LENGTH (D) s ,' v��o - 0"- Z: y Q SLOPE DETAIL =-� N o <- HYDRANT SHALL MEET LOCAL FIRE CODES AND CO x LOCAL WATER UTILITY SPECIFICATIONS 12"C. TO C. ••• GROOVE (OR TONGUE) TO • °• ` � w BE THE SAME AS ON MAX. SPACING 3/4 "x12" HOOK w '�0••( ....O`{�cj''�,��~ G STANDARD REINFORCED BOLTS GALV. w G 00 "L" (MIN), OR CONCRETE PIPE ASTM HOOK---,, DESIGNATION C 76 W AS REQUIRED BY WATER UTILITY a :. GRADE ° ° LONGITUDINAL SECTION - ° ' :. w I EXISTING ° ° ° WATER i .° 4 CO I I MAIN I CONC. COLLAR ,► ; r o I ( ' GLASS- •,A CONCR01E '.° .. • . N I I C -1 VALVE BOX E+ 2T GRANULAR TAPPING SLEEVE BACKFILL REQ D SECTION A -A ( I N Q - +- VALVE BOX AROUND BASE 6" GATE VALVE Q QF & BARREL J F -o 3 MAIN a� O O a' {J Y.'. 4-j 0 a_ O O CONC. BLOCK ° DRAIN \-6" HYD. BRANCH a_ Tcd GATE VALVE - CONC. PAD NOTE: FIRE HYDRANT SHALL BE SET A MINIMUM OF 6' FROM ALL I I DRIVEWAY OPENINGS I I :3 E o m � I I , I TAPPING SLEEVE I I TOTBLDG. SITE ( I L.J� WT. SEC. MAIN LINE DIMENSION "L" ( MINIMUM C D 6" 35" 8 36 12 39 16 42 CL WATER MAIN CONNECTION DETAIL I NO SCALE FIRE HYDRANT ASSEMBLY NO SCALE DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 48 7,/8 72 7/8 24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 46 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 25 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1/2 2190 12 54 19 3/4 73 3/4 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 1 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1/2 36 4 4100 15 63 34 3/4 97 3/4 72 24 1/16 20 5 1/2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5 8 24 7 3/4 78 7 1/2 14430 24 78 21 99 114 41 15/16 24 8 1/2 84 8 16350 24 78 121 99 120 44 13/16 24 9 W >> z Ln *TOLERANCE 1 f z co 1�8" ALUMINUM PANEL ° I z o z S REEN PRINT SYMBOL C) U O o R STRUCTURE WALL NOTES. •. - ° a ,.� COBYRLANDSELECTED ARCH. N / CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED a ° °' o° 1 -0 un CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). ° % REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, 00 DISABLED SYMBOL A,S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE, 3 NEENAH R- 4370 -2 ° NOTE: NC OR EQUAL DRAIN GRATE REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER C ONE SJIGN MUST z OF STEEL IN THE "C" PORTION, HAVE 'VAN ACCESSIBLE" 52 rl ° THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE ENO SECTION SO THAT THE FLOW LINES Q ° 1 50 ARE FLUSH, THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR, 40 2" SQ. ALUMINUM POST W ° KORBAND 8 "x6" PVC REDUCER 4" 4 ►► (TyP) FINISH AS PER SPECIFICATIONS „ „ „ ° °- IN 3:1 OR 4 :1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION ,,� 8 8 SLOPE CONC. 1 ABOVE & 0 I= - - - APPROXIMATELY 10' -0 IN LENGTH. FINISH W/ STEEL TROWEL U -11 I-1 I i-1 i l -1 I I -11 I -_ _ _ ° _ _ _ _ _ _ _ '� FINISH GRADE PROVIDE BLOCKING TO II -III -III- IIElI1= 1I1 =1' -III =1 °a ° III -III -III- II- III -II - 11= III- III�11= CENTER PIPE IN OPENING I� �I I I I-1 I El I X11 -11 I_I I I_I I I-1I �I I �I I I_I VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL o ° I -1 I I -1 I I- cc� :I 1 I -I .° 1 1011 =1 I I -I I I-1 11 =1 I l-1 11 =1 I I -1 I I -I I F: ►� -III III - III - III -I I LEI I I �I I 1 -1 I LEI I ITI I I -I I 1 =1 DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE 11= I 1 =1 I II I7 III =1 "- ' SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T,M, DESIGNATION IT_I- I ME -III II 4 ° � -111 -111 -1 'T- 11 =TTI -111 -1 C -76. I1 =1 II- ao c� B - III = III -III -I 11- III -III =III: NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL, EARTH -1 II : 0 B VARIES I I i- III -I 11 -I I I - III =III -III -I CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. III -I PIPE CLAMP III - III - III -III SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. =I I II I I = 305 STAINLESS - III - 11X111 =11 (COLOR NO. 105090 IN FEDERAL STANDARDS 595a) DOUBLE CONCRETE FOOTING II=I 111 =1 LA., N STEEL 111=111-11- - I-I I1 =1 -� FLOW DIRECTION COAT, (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY a I I I -I I � =1 11 =1 11 =1 11 =1 I L- =1 I= 1= =1 I I� co CODE AND HE AMERICANS WITH DISABILITIES ACT CRITERIA. -� =iii =� DRAWING NO. SHEET 11 OF 14 FLEXIBLE CONNECTOR KOR -N -SEAL ASSEMBLY 6" PVC ELBOW 6" PVC DRAIN PIPE PRECAST CONCRETE END SECTION 0 U a) NO SCALE DISABLED PAVEMENT SYMBOL DISABLED PARKING SIGN KOR-N-SEAL D ETAI L YARD INLET NO SCALE NO SCALE TITLE iA N SCALE NO SCALE �AU A C� Q N F- a, Cfl a: < s 0 z a_ Q Q 0 Ur> -Z E V, zz� Q z W W U H LLJ W �to O 0 WHITE ^ o z�,_ zw a= D 10'► BLUE � �c� �m W >> z Ln *TOLERANCE 1 f z co 1�8" ALUMINUM PANEL ° I z o z S REEN PRINT SYMBOL C) U O o R STRUCTURE WALL NOTES. •. - ° a ,.� COBYRLANDSELECTED ARCH. N / CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED a ° °' o° 1 -0 un CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). ° % REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, 00 DISABLED SYMBOL A,S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE, 3 NEENAH R- 4370 -2 ° NOTE: NC OR EQUAL DRAIN GRATE REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER C ONE SJIGN MUST z OF STEEL IN THE "C" PORTION, HAVE 'VAN ACCESSIBLE" 52 rl ° THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE ENO SECTION SO THAT THE FLOW LINES Q ° 1 50 ARE FLUSH, THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR, 40 2" SQ. ALUMINUM POST W ° KORBAND 8 "x6" PVC REDUCER 4" 4 ►► (TyP) FINISH AS PER SPECIFICATIONS „ „ „ ° °- IN 3:1 OR 4 :1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION ,,� 8 8 SLOPE CONC. 1 ABOVE & 0 I= - - - APPROXIMATELY 10' -0 IN LENGTH. FINISH W/ STEEL TROWEL U -11 I-1 I i-1 i l -1 I I -11 I -_ _ _ ° _ _ _ _ _ _ _ '� FINISH GRADE PROVIDE BLOCKING TO II -III -III- IIElI1= 1I1 =1' -III =1 °a ° III -III -III- II- III -II - 11= III- III�11= CENTER PIPE IN OPENING I� �I I I I-1 I El I X11 -11 I_I I I_I I I-1I �I I �I I I_I VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL o ° I -1 I I -1 I I- cc� :I 1 I -I .° 1 1011 =1 I I -I I I-1 11 =1 I l-1 11 =1 I I -1 I I -I I F: ►� -III III - III - III -I I LEI I I �I I 1 -1 I LEI I ITI I I -I I 1 =1 DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE 11= I 1 =1 I II I7 III =1 "- ' SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T,M, DESIGNATION IT_I- I ME -III II 4 ° � -111 -111 -1 'T- 11 =TTI -111 -1 C -76. I1 =1 II- ao c� B - III = III -III -I 11- III -III =III: NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL, EARTH -1 II : 0 B VARIES I I i- III -I 11 -I I I - III =III -III -I CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. III -I PIPE CLAMP III - III - III -III SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. =I I II I I = 305 STAINLESS - III - 11X111 =11 (COLOR NO. 105090 IN FEDERAL STANDARDS 595a) DOUBLE CONCRETE FOOTING II=I 111 =1 LA., N STEEL 111=111-11- - I-I I1 =1 -� FLOW DIRECTION COAT, (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY a I I I -I I � =1 11 =1 11 =1 11 =1 I L- =1 I= 1= =1 I I� co CODE AND HE AMERICANS WITH DISABILITIES ACT CRITERIA. -� =iii =� DRAWING NO. SHEET 11 OF 14 FLEXIBLE CONNECTOR KOR -N -SEAL ASSEMBLY 6" PVC ELBOW 6" PVC DRAIN PIPE PRECAST CONCRETE END SECTION 0 U a) NO SCALE DISABLED PAVEMENT SYMBOL DISABLED PARKING SIGN KOR-N-SEAL D ETAI L YARD INLET NO SCALE NO SCALE TITLE iA N SCALE NO SCALE �AU A C� 0 , "L" "W" d5o IIIIIT I_ ... I- II► SHAPED BOTTOM DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND NOTE; D (d) MIN. _ _ ALL BEDDING AND INITIAL_ RACKFII I Bc - OUTSIDE DIAMETER EDGE OF PAVEMENT, CURB, rat ITTCD AD CUM AM CTOl 1^'ri 1r1r- .-RAIN R Tr1DC011 Tn FRAME AND COVER AS SPECIFIED ADJUSTER RING REQ'D, ° ECCENTRIC CONE SECTION .. v = z z a -� z n- .• � -, UJI � o � xx o a K Q: o W a 1 H- U I— L,- w d N - 15" and smaller 8' 9.5' 6" 15" to 21 " 14' 16' 6" to 9" „ to 30 , 20 24 9 to 12 30„ to 36„ 24' 27' 12" to 18" 36 to 48 27' 31 24" to 30" a � 1/2 ►,L ►► a_ .n O PAVEMENT PLACEMENT /REPAIR + n. TO MEET THE REQUIREMENTS °:. v OF THE APPROPRIATE <t I GOVERNING BODY 24„ 5,► OUTLET PIPE ° ° INLET X 4 6 ►' MIN. • 4'° < ft . ' <,. <. 4 °.. ��, d. ° EXTERIOR FACE OF WALL ° .. _`_ PIPE °� I OUTLET • N - (TYP,) " °. CLASS "A" CONCRETE REQ'D, � - , . RIPE • CRUSHED STONE OR FINE . a °• s. ;° e • GRAVEL BACKFILL AND PIPE •° d ° di " 4 < BEDDING N0,610 OR DGA 6x8 DOWN SP " OUT, SEE SEE PLANS FOR � °. ° ® N ARCHITECTURAL DETAIL A -12/5. CASTING TYPE p•, "4 BARS ALL OSHA STANDARDS TO BE 0 5" 5 SEE PLANS FOR -� 5 LENGTH MET OR EXCEEDED REGARDING : 24 CASTING TYPE o �� �� NCH PROTECTION Z � :.•. TRANSITION FROM 6 "x8" "z A � DOWN SPOUT TO 8 STORM SEWER ° S y� ' I PIPE N . • M I IF REQUIRED BY UTILITY STEEL ENCASEMENT SHALL BE iy CLEANOUT ui > ae. � ., a ° ' ^ w <' INSTALLED FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT • 4A. LLJ L!2 "MIN. WITH CRUSHED STONE EXTENDING 1' ..° GROUND LEVEL I g d n 6 BEYOND THE ENDS OF THE PIPE d... ° ° ° ...•. °.. , o .• - (TYP.) 0 4• . °. °, 4. °.. R b•. a... a. a ° • N w I � a + _ • III III- III - III I-I - - ° - III -III- III - III - III -III j� 1T�1T�I I �1T� . ' :' v. . ' •. � .. • •. I o \Q ° N TO BE USED WHEN CLEARANCE 6 ►► MIN, FOR - `III- VIII _I A <.° .Q • ° `• BETWEEN PIPES IS 12" OR LESS, PIPE BEDDING .. a.• 111-1 I I 8 "z STORM SEWER PIPING. ° ' i-= o#4 OR WHERE NOTED ON DRAWING, BARS-.,/ CLASS I MATERIAL (NO.9 STONE) I I X111 =11 ;, III III II CONNECTION TO STORM MAIN BY 6" 8 STONE BEDDING # ° d ammmFIK: - (Np') "TYP o„ I , o �-! - - ° III III- III - III -III- III - - - -II' OTHERS. SEE CIVIL PLANS. III III �I11 CLASS "A" Fn L 2 ° °' 111-1111 H[ T =T�'� » NOTE; 5 CONC, PRECAST OR CONCRETE o SECTION "A - A" BACKFILL AHD BEDDING POURED IN PLACE 6" #8 STONE BEDDING o DOWN SPOUT CONNECTION „ INLET TYPE A" � L PIPE CROSSING ENCASEMENT DETAIL N PAVED AREAS NO SCALE (TYPICAL) , 5" CONC, PRECAST OR NOTE. POURED IN PLACE s o NO SCALE NO SCALE (12" TO 18" PIPES) IN LET TYPE "E" a g NO SCALE NO SCALE •• W •• i � m N K I rri PIPE SIZE "L" "W" d5o IIIIIT I_ ... I- II► SHAPED BOTTOM DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND NOTE; D (d) MIN. _ _ ALL BEDDING AND INITIAL_ RACKFII I Bc - OUTSIDE DIAMETER EDGE OF PAVEMENT, CURB, rat ITTCD AD CUM AM CTOl 1^'ri 1r1r- .-RAIN R Tr1DC011 Tn FRAME AND COVER AS SPECIFIED ADJUSTER RING REQ'D, ° ECCENTRIC CONE SECTION .. v = z z a -� z n- .• � -, UJI � o � xx o a K Q: o W a 1 H- U I— L,- w d N - 15" and smaller 8' 9.5' 6" 15" to 21 " 14' 16' 6" to 9" „ to 30 , 20 24 9 to 12 30„ to 36„ 24' 27' 12" to 18" 36 to 48 27' 31 24" to 30" a IN THE PUBLIC RIGHT -OF -WAY ENSURE GRASS GROWTH NOTE: > 0 tf) ZERO RA PAVEMENT • m - d PRECAST REINFORCED CONCRETE MANHOLE A GRADE A A EMENT SECTION \ /� �� ���� /� Q A I SECTION AND STEPS SHALL CONFORM TO U L a A ,�,�� �����ya���,y ;. : _.,: ��� A.S.T,M. C478 LATEST REVISIONS, z 0 c J WITHIN 5' OF EDGE OF PAVEMENT �� /> -4 0 -RING GASKET BETWEEN ALL RISERS AND L N CONE SECTIONS SHALL CONFORM TO A,S.T,M, "B" BORROW OR EQUIV, GRANULAR/ p I - — = d • _ MATERIAL COMPACTED TO 90% STAN REGULAR C443 PLUS 1 ° 0 CL p -II► i _ STANDARD EGULAR M. STEP /2 DIA, EXTRUDABLE GASKETS W i =I ° p o _ I �1T PROCTOR DENSITY. ALL OTHER - BACKFILL WITHIN 5 OF EDGE OF PAVEMENT KENT SEAL OR EQUAL RE 0. m 0 M J v o =III • III= _ ( ) Q C 00 CONDITIONS REGULAR BACKFILL ALLOWABLE. A = 1.25Bc + 12 p N , M 'p T I °° I I �I O a III= OUTSIDE 5 OF EDGE OF PAVEMENT ► d" �- N _ _ _ MANHOLE BARREL SECTIONS MORE THAN 12 O _0 Q �IIIII _ z ° 0 PRECAST MANN w BELOW GRADE SHALL MEET REQUIREMENTS OF - d- r7 B BORROW OR EQUIV. ,•y ���� MANHOLE -1 AS,T,M, C -76 CLASS 11. -� III= o GRANULAR MATERIAL f�i SECTION m • I �// ,� Q BUTYL RUBBER BASE EXTERIOR BACK PLASTER � COMPACTED TO 90% y,� � � a Q ,' �� 1 /2 Bc #8 WASHED GRAVEL OR =� 111= STANDARD PROCTOR �>/ 8c G 4» » ° MATERIAL 1 4 "f 1 16" MIN. THICKNESS FROM w 5 4 -0 I / / DENSITY yii�i w io 2" BELOW TOP OF CONE TO CASTING, ►-.1 U APPROVED EQUIVALENT =III °. •_ d.° : � I I II �• � �� � � � �'� � � � � MIN ---1 INDOT STD, SPECS,)I -II ° • : ����� Ed I IT lu p APRON LENGTH • ° APRON LENGTH � = PERFORATED PIPE WRAPPED IN 'I FILTER FABRIC _ - 1 =11 IIITI 4" , 11 =11 -1 �IIf- 111,, -1 • � = IIIIIT I_ ... I- II► SHAPED BOTTOM DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND NOTE; D (d) MIN. _ _ ALL BEDDING AND INITIAL_ RACKFII I Bc - OUTSIDE DIAMETER „ MINIMUM 1 /2 PER FOOT SLOPE TYP, PIPE UNDERDRAIN -� • J > ° I 7,"GAIN 1 BASE THICKNESS MANHOLE "T" DIAMETER H „ , 6 441 „ �,,,;. ►,+•j +,ruu,f 8 4 ..��a �.,_ M I �1 -1 I-- 4" UVtrtrALL /• % I 27 & SMALLER 3" - _ „ - -- AT STRUCTURE - ''`_ --�. I L• I _ ,......., moo" �C,� :...:.......... "�l/ ., ZQ - - NO MIN, MIN. " „ " SHALL INSTALLED IN 6 D = INSIDE DIAMETER -MATCH CROWN '``��� /���'• e \ OVERFALL TO 12 BALANCED LIFTS '- _ 30 TO 60 4 3" MIN. COVER °c OF PIPE ' J �'� r-- �: 5 ' S� ` Ze -j U `�� A MINIMUM 9" CLEARANCE d =DEPTH OF BEDDING a O �- o m1= I I( -1TI- III - III -1Tf -III I T =1 11 =1 I I _ NOTE: = 111 =1 111= ==111 (11 I- III =� -III= III -1_TI -III =1 ° ' _ " MATERIAL BELOW PIPE ^� C� ui a; < I= i(1= 1Ti=1f 1 =1 f1= �= 1Tf=1I I I I 1= 1Tf =1I I -111 I I -1I 1 =T UNDERORAIN TO BE PLACED 66 & LARGER 6 SHALL BE PROVIDED ON EACH � U I 'IF f- 1Tf -l-I I- 1TI -1I I - -1 I f -1I 1= I_I I I III III _ I I1 =1 I I -I f 1= ® 0.5% SLOPE MINIMUM SIDE OF THE INSTALLED PIPE .d '.. >. a- ' � � -� � � -� � �_� � �_� � ,_� � �_� � � � � �_� � �_� � �_� � � =1 I I- III =1 I I -1 I I -1 I 1 =1 I 1 =1- -1 =1� I I f =r -i'f'f -iii i i -iii 'fTi -T f -° °, •• �y/ f •• ` �� � ° " NOTE. m � �.d �: 4 x• �i i ii i it TL -"j li imr, o ��� •- Gj,�� CAST IRON .... AS N ••.. . 0 MA .. PIPE UNDERDRAIN NHOLE STEPS ARE NOT W �i 'n � G FILTER AT STRUCTURES REINFORCED COH �, » ,. ACCEPTABLE �- %,o FABRIC FILTER CRETE PIPE RCP PRA U o ROCK CHUTE FABRIC (TYPICAL INSTALLATIONS ( ) GLASS A CONCRETE 6 � ��!rrr,�� „r,�r�ntl,�tttt'''� R V ) W G NO SCALE TRENCH DETAIL) #4 BARS ® 12 O.C. BOTH WAYS a- � NO SCALE NO SCALE 6” #2 STONE BEDDING NO SCALE W i W o MANHOLE TYPE "C" oc U N Z F- a_ 0-F � Q TYPE "G" „F» MAX. PIPE SIZE RT. TO MAINLINE H 24" -36" 54" 30" J W 60" 33" K 36 " -48" 72" 36 ►' L 48 " -54" 96" 1 o M 54 " -72 "102" 66" a 72 " -84" 108" 72" a a_ .n O MANHOLE TYPE "G" „F» MAX. PIPE SIZE RT. TO MAINLINE H 24" -36" 54" 30" J 24 " -36" 60" 33" K 36 " -48" 72" 36 ►' L 48 " -54" 96" 1 48" M 54 " -72 "102" 66" N 72 " -84" 108" 72" � 13E 0 o - n - NOTE: CAST IRON MANHOLE STEPS ARE NOT 0 j Q m ACCEPTABLE ! , Z E s -a 10' MIN. � TYPE NO. 1 V vi U - �� SEE STRUCTURE DATA TABLE Z Z ADJUSTER RING REQ'D. FOR TYPE OF CASTING C Q Z W TYPE N 0. 2 NOTE: —' a� o CL WATER MAIN COVER CAP 0 -RING GASKET BETWEEN ALL - W 0 � SANITARY OR STORM SEWER WATER MAIN RISERS AND CONE SECTIONS SHALL 0.. C1. -o " ° ° Z CONFORM TO A,S.T,M. C443, PLUS •• w r C C V ' ° Q DIA. • i 1 2" DIA. EXTRUDABLE GASKETS _j -' W Q / o ! , o D TYPE N0. 3 • (KENT SEAL OR EQUAL) REQ'D. p Q 0- `J BUTYL RUBBER BASE EXTERIOR ° BACK PLASTER ~" ~ 4 U CN Ln WATER MAIN WATER MAIN I MINIMUM SLOPE DIA I STER MATERIAL 1 /4 t ►► o z z w D ,► . w• 1/16 MI I a am / N, THICKNESS FROM 2 RATED PIPE WATER 1 /8 PER FOOT 5 MIN, 4 -0 DIAMETER m BELOW TOP OF CONE TO CASTING. c z = z o � NOTE: WHEN LATERAL SEPARATION � '� J ° � ~ � U IS 10' OR GREATER NO VERTICAL7\\ SANITARY OR a z CLEARANCE IS NEEDED. STORM SEWER - - o REDUCER CAP o _ �o U ° - 'IC-4 I I ' PLAN MINIMUM SLOPE + m _ v N z U I Z � I_ � 1 /8 PER FOOT - - _ _7 � r CLASS "B" CONCRETE < . TYPE NO. 3 � -5 a 10' (MIN.) 10' (MIN,) - PRECAST MANHOLE PER I a o C WATER MAIN ASTM C -76 N a MINIMUM SLOPE = a U � � SANITARY OR LESS THAN 18" OR IN CASES SANITARY OR 45• BEND _° w — L ► STORM SEWER STORM SEWER " » » z z z TRENCH WALL 1/8 PER FOOT �► U � � 2 WHERE WATER IS BELOW 5 MIN. F DIAMETER 5 MIN. (0 � o C � o a O.D. + 1' -0" SANITARY SEWER I� f - ELBOW Ln Ln o MIN. (TYP.) _ „III IIr > Z CL ,Il o w I co a . d i U Q W I c _ U � U II I WATER MAIN RATED PIPE � _�[-- ��- FLEXIBLE COUPLING OR ADAPTER II CLASS "A” ed 0) 1.) o FLEXIBLE COUPLING OR ADAPTER SECTION O�P� CONCRETE \ CONCRETE COLLAR SEWER MAIN �I CLASS B C N PIPE WALL THICKNESS Z • : " °c (D I= CRETE M e E d CONCRETE COLLAR „ „ m g CLASS "B" CONCRETE 6 I I 0 _n o BLOCKING OF "T" OR ; "Y BRANCH TYPE N0. 2 � • :. :° ' _. �� : � � a:• a' • . ' o � B ° N MINIMUM CROSSOVER & SEPARATION TYPE NO. 1 ai U c` oo SANITARY SEWER REQUIREMENTS FOR WATER MAINS, BENCH SLOPE = 1/2" PER FOOT 6 ►► 4 BARS ® 6" L" O.C. BOTH WAYS DRAWING NO. SHEET 12 OF 14 z -0 SANITARY SEWERS & STORM SEWERS TYPICAL CONSTRUCTION FOR LATERAL CONNECTIONS #8 STONE BEDDING 0 Q) NO SCALE STANDARD MANHOLE BENCHES > cn o/ NO SCALE TYPE 1, 2 & 3 CO NO SCALE MANHOLE TYPE HJ,K,LM & N � JC�A NO SCALE TITLE: DETAILS 114 11 t) A IT f T � 13E 0 o - n - NOTE: CAST IRON MANHOLE STEPS ARE NOT 0 j Q m ACCEPTABLE ! , Z E s -a 10' MIN. � TYPE NO. 1 V vi U - �� SEE STRUCTURE DATA TABLE Z Z ADJUSTER RING REQ'D. FOR TYPE OF CASTING C Q Z W TYPE N 0. 2 NOTE: —' a� o CL WATER MAIN COVER CAP 0 -RING GASKET BETWEEN ALL - W 0 � SANITARY OR STORM SEWER WATER MAIN RISERS AND CONE SECTIONS SHALL 0.. C1. -o " ° ° Z CONFORM TO A,S.T,M. C443, PLUS •• w r C C V ' ° Q DIA. • i 1 2" DIA. EXTRUDABLE GASKETS _j -' W Q / o ! , o D TYPE N0. 3 • (KENT SEAL OR EQUAL) REQ'D. p Q 0- `J BUTYL RUBBER BASE EXTERIOR ° BACK PLASTER ~" ~ 4 U CN Ln WATER MAIN WATER MAIN I MINIMUM SLOPE DIA I STER MATERIAL 1 /4 t ►► o z z w D ,► . w• 1/16 MI I a am / N, THICKNESS FROM 2 RATED PIPE WATER 1 /8 PER FOOT 5 MIN, 4 -0 DIAMETER m BELOW TOP OF CONE TO CASTING. c z = z o � NOTE: WHEN LATERAL SEPARATION � '� J ° � ~ � U IS 10' OR GREATER NO VERTICAL7\\ SANITARY OR a z CLEARANCE IS NEEDED. STORM SEWER - - o REDUCER CAP o _ �o U ° - 'IC-4 I I ' PLAN MINIMUM SLOPE + m _ v N z U I Z � I_ � 1 /8 PER FOOT - - _ _7 � r CLASS "B" CONCRETE < . TYPE NO. 3 � -5 a 10' (MIN.) 10' (MIN,) - PRECAST MANHOLE PER I a o C WATER MAIN ASTM C -76 N a MINIMUM SLOPE = a U � � SANITARY OR LESS THAN 18" OR IN CASES SANITARY OR 45• BEND _° w — L ► STORM SEWER STORM SEWER " » » z z z TRENCH WALL 1/8 PER FOOT �► U � � 2 WHERE WATER IS BELOW 5 MIN. F DIAMETER 5 MIN. (0 � o C � o a O.D. + 1' -0" SANITARY SEWER I� f - ELBOW Ln Ln o MIN. (TYP.) _ „III IIr > Z CL ,Il o w I co a . d i U Q W I c _ U � U II I WATER MAIN RATED PIPE � _�[-- ��- FLEXIBLE COUPLING OR ADAPTER II CLASS "A” ed 0) 1.) o FLEXIBLE COUPLING OR ADAPTER SECTION O�P� CONCRETE \ CONCRETE COLLAR SEWER MAIN �I CLASS B C N PIPE WALL THICKNESS Z • : " °c (D I= CRETE M e E d CONCRETE COLLAR „ „ m g CLASS "B" CONCRETE 6 I I 0 _n o BLOCKING OF "T" OR ; "Y BRANCH TYPE N0. 2 � • :. :° ' _. �� : � � a:• a' • . ' o � B ° N MINIMUM CROSSOVER & SEPARATION TYPE NO. 1 ai U c` oo SANITARY SEWER REQUIREMENTS FOR WATER MAINS, BENCH SLOPE = 1/2" PER FOOT 6 ►► 4 BARS ® 6" L" O.C. BOTH WAYS DRAWING NO. SHEET 12 OF 14 z -0 SANITARY SEWERS & STORM SEWERS TYPICAL CONSTRUCTION FOR LATERAL CONNECTIONS #8 STONE BEDDING 0 Q) NO SCALE STANDARD MANHOLE BENCHES > cn o/ NO SCALE TYPE 1, 2 & 3 CO NO SCALE MANHOLE TYPE HJ,K,LM & N � JC�A NO SCALE TITLE: DETAILS 114 11 t) A 3 O d- N L0 Q) L_ X Q- 011 U 0 C`) n Lci O L0 O U) L a� 0 n r, 6 0 c6 G 6 n co W 6 r N I 0 6 n 0 q U 6 L0 U 6 I- U 6 a_ I U a a >, U U 0 .o L U a a� a .n U U 0 .0 U U CL t\ � I C.L U � Ln 0 a_ (P Ln u� Ln I cn U O O V) N (D \ D \ E O� CD Cn U O . U N U E� zm a U 0 U) O 0a _j __j X STABILIZATION PRACTICE: JAN, FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC, PERMANENT A ®//// i / /// p 0 I/ SEEDING TEMPORARY B C D / // I / // © -� EROSION CONTROL BLANKET REQ'D. SEEDING NORTH AMERICAN GREEN SC150 OR EQUAL BLANKET TO BE STAPLED IN PLACE N MULCHING E 10 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. ® N SC -150 - EDGE OF BLANKET SHALL - a. ' - - 7 ' -0 " - '' � BE ANCHORED IN A 6" DEEP A = KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20% NOTE; EDGE OF BLANKET SHALL X 6" WIDE TRENCH, PLUS 2 TONS OF STRAW MULCH/ ACRE BE ANCHORED IN A 6" DEEP ANY DISTURBED AREA LAYING DORMANT X 6" WIDE TRENCH. 4 :1 MAXIMUM SLOPE • APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT• OR IDLE FOR 7 OR MORE DAYS IS TO B = SPRING OATS 3 BUSHEL PER ACRE BE TEMPORARYLY SEEDED. PROPOSED DITCH 8 C = WHEAT OR RYE 2 BUSHEL PER ACRE SEEDBED PREPARATION FOR PERMANENT SEEDING: VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A D = ANNUAL RYE GRASS (1 LB, PER 1000 SQ. FT,) 1, TEST SOIL TO DETERMIN pH AND NUTRIENT LEVELS. 12" DEEP X 6" WIDE TRENCH. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE M E =STRAW MULCH (90 LBS. PER 1000 SQ.FT,) EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL NOTE; ALL ERASION CONTROL BLANKETS SHALL BE INSTALLED M SOILS INFORMATION) PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE © /I / ® IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. PROPOSED TYPE AND USE. - 2, IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST 0 © IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD RECOMMENDATIONS, 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TYPICAL EROSION CONTROL BLANKET NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED TESTING WAS NOT DONE, CONSIDER APPLYING 400 -600 400 -600 LBS. PER ACRE OR AS SPECIFIED. LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, NO SCALE FERTILIZER, 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, L SEEDING SCHEDULE WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 0 L INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS NO SCALE THE SLOPE, r. M W Flow Design top width (min.) Z z K o o _.___,..� 10% Settlement � � �� � U Z - -••.•• Now ••�- ...r. ..._ .,,.. ' ' • ` • • '; _ .� SLOPE CHECK DITCH CHECK JOINING FENCES a o z X.. o a K y� • . •. 2.1 {max.} F- POST NON -WOVEN a. v a•- � w a N l" 2.1 {max.} 18 . 4 in. freeboard ' ' FABRIC 10 (if i Sri. {Rain.} .• . 4 •� Protected POST FLOW N • -• ■■ rr� ,2-•.. ..�....`>. � -- .. j f... - i'`.-`�.' ,� area BACKFILL T1lTf(II'►' 11-1 111 O O t �..�. 1 GROUND -I - • - CURB INLET •,...., 1 `� 1 ( I I-II OO GRAVEL FILTER*o o �..., i .., "'�,,.,., 1 �,,,_,. ,,..,,,. .,,�,,,�, -- • ,..,_.... 1 i ` LINE U o .,...,�. ...._. i E .. r!! ....�...... WIRE MESH 0� 0 I I I -1 I I -1 I I -1 11 =1 I i' I cn O� 0 O) I I I I I I =11 =1 I I -T 'p _ III =1_TI I1==- III= 1I1 =1I1= t` SEDIMENT o 0 0 , � � , � _ • - r- N LADEN -I (1- I I I t i I I -1TI =1 -I ITI =1 11 =1 I I 11=1 11 =1TI =1 0 J RUNOFF -T -1 I I-1 =1 11 =I (= W TI-1 I I -i _ I -1 I f =1T =1 � CL 0) EXISTING 1 =1 11 =1 11 =1 I I -111= � 00 0) M J 1 =III V SOIL =III- J o \ f f TEMPORARY DIVERSION NON -WOVEN " BOTTOM OF WHEN JOINING TWO OR MORE =p N JG FILTER FABRIC 6 X 6 TRENCH DITCH SILT FENCES TIE THE TWO j EXTENDS INTO TRENCH END POSTS TOGETHER WITH NO SCALE EXISTING NYLON R ° - - CO DS. [••r FILTERED WATER SILT FENCE DETAIL - NO SCALE Q H xv THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT �` '••..• c% =, p OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT 0-M STRUCTURES AND UNPROTECTED AREAS. �C=)¢ Q; <. GRAVEL CURB INLET SEDIMENT FILTER N`O o ,,,�6 •• ••.��`�,,, NO SCALE W ��� ••... .•• , La R * U O DAN DY BAG 11 G d W L�; INSTALLATION AND MAINTENANCE GUIDELINES co a INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE N 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 ® II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE rj THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. F MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM Q_ EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG 0II. IF THE Q 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 o OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. a_ GRATE .� 00 CL Ooo0O0O000000 0 0000000000000 LIFT STRAPS �E 000 o DANDY BAG ®II M N O DANDY BAG ® II o, v STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT a� _D O N Ln CO DUMPING STRAP ALLOWS FOR p/ EASY REMOVAL OF CONTENTS U 0 NC 0 a� 0 i O Q_ O U EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRIOR TO CLEARING AND GRADING SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT 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 ROUGH GRADE SITE IN SUCH A MANNER THAT SURFACE WATER WILL NOT TEMPORARY DIVERSION RUN OFF -SITE, ALL SURFACE WATER RUN -OFF WILL BE DIRECTED TO AFTER TREE AND EXISTING INLET PROTECTION THE DETENTION BASIN, INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE AN GET VE ST OS RESEED AND MULCH ULC AS NEEDED; INSPECT AFTER TE M P ORARY SEEDING STORM EVENTS ANDRE PAI R EROSION DAMAGE; TO P DRESS FALL SEEDED AFTER ROUGH OUG GRADING WHEAT OR RYE SEEDIN GS WITH 50 A F LBS C 0 NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; BL SHED• AD 0 FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 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 W a: 6' Q GENERAL STAPLE RECOMMENDATIONS N 'Q Q 325 -- O F 3' 00 300 275 t° x `° x x �"�"� Q N �.'.'.'. C '.'.'.'. Ill 3' 250 :...... - Q •.�.�.�.•.�.•.•:•:•.'.•.�. •.�.'.�.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.......' o� a 225 ........ B • •• .•••••••••••••••••,•. •••••••••..••.....••.•••..• X Q .•.•...•........... •...•........... •..........•...• .............•. 0 Z Z 200 /" 1 B Q- Q Q c� C .... .... x x x Cc > ................. Z 175 . .:.:.:.:.:.:.:.:.:.:.:.:.'. '.'.'.'......'.'.'.'..'.'.'.• o :.::::: ::::::: ............. .... C .... D 1 P }- Z E _j ............... .......... w 150 ............. STAPLE PER SQ, YD. 1 1/2 STAPLE PER SQ, YD, V +� a...... ............. ....... .............................. ............... J ............. w 125 cn ..... ♦^ N N V, •�t ..... .............. Ix X X 100 ................... ............................... .................. ............................... .. 75 t' I C-) 50 x X X X .. W r ... ....... . 3 W .....:..:.:::..: ... ....... ........... : ............. M Lo ... .............. �r X X a. x ......... x 2 x t- 5 B 0 ... .:....... _ .. ........ ............... C D FT. .... .... ............. .. .. ........... . .................. ............................... .................... ... . X X X X p Z ZW 4;1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW I a m D CHANNEL CHANNEL AND M J a J= a 1 11 SHORELINE o �I a zn o Cnn Z 2 STAPLE PER SQ, YD, 3 1/2 STAPLE PER SQ. YD. U U mo g SLOPE GRADIENT N o NOTE: 1. CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN o C EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. N 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. rti D D -D B *DANDY BAG II OR APPROVED EQUAL EROSION CONTROL MAT INSTALLATION GUIDE DETAIL a� NO SCALE B Ln NNOL 0 N PAVED AREA INLET PROTECTION DRAWING NO. SHEET 13 OF14 FOR ALL EXISTING AND PROPOSED INLETS 0 (0 o NO SCALE cn TITLE: A DETAILS A n 6 CL I CL U It Ln C� CL O Ln I (.D U O O (n N �pq E d >' O v c0 cn U O . U N U E o >, Z m d O O +� 0 O 1 J TYPE FIXTURE MFR CATALOG NO. .0. FIXT HT FIXT MTG A LSI /CHALLENGER CHHM -5- 400 - SMH -F -BRZ 25 FT POLE B LSI /CHALLENGER CHHM- TWIN- 5- 400 - SMH -F -BRZ 25 FT POLE C LSI /CHALLENGER CHHM -FT- 400 - SMH -F -BRZ 25 FT POLE D LSI /CHALLENGER CHHM- TWIN -FT- 400 - SMH -F -BRZ 25 FT POLE E LSI /GREENLEE ABR- 70MH- MT -EL- BRZ- DT -HSS 41.3 IN BOLLARD i PENNSYLVANIA PARKWAY 0.2 02 0. 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' .3 '0 0.4 A 1 0 5 1'0-41 �_5 1 0 5 '0.5 1. -� 0 0. 8 1 0. 8 0 0.8 8 D 7 1'0.� 8 1 0 1'0.� 7 0 0. 0.3 0. 0. 5' -BIIFFE�YARD -'- �- 1 _ - 0.1 '02 02 0.2 02 02 02 0.2 '0.2 '02 '0.2�f2 " II 3 - t2---L0.3 0`_3 '0.3 0.4 0.3 0.5 '0.4 '0.3 0.4 OA '0.3 'OA '0.4 '0.3 '0.5 '0.3 '0.4 '0.3 02 0.1 0.� 0. 25' BUFFER YARD II W Q O U I w I� M I 4✓ I I Z n F- I UI W V7 \I w Z H w Barth electric Co., Inc. 1934 N. Illinois Street Indianapolis, IN 46202 Design/Build Electrical Contractors &Engineers (317) 924 -6226