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116th Street Path
o CiTy CARMEL r OF 3' ' cm 116TH STREET PATH HONORAB E JAMES BRAINARD MAYOR w wxy a = W i "'� erg► r PROJECT LOCATION FRANKION I N-ON I z,, o It rJi10N1-(X) F 311 ARCADIA :?HERIDAN ° c Z z j, IHOkNTOWN uRSt n RI Sf RV�)'R j 2 Q < } I BIG i FBANON SPRINGS ,ANDERSON NOBLESVILLE i I i LAPEL CJ LLj ADVANCE WHITESTOWN :Z, MO CARME! .., fie 36 _J PROJECT LOCATION GF�sT F � RESeRVOIR c n JAMESTOWN ZIONSVILLE ( FISHERS MADISON CO BOONFGO. - 1') �_41"1 HANCOCKCO_ HEN KS CO. , MARKING( r L ORTVILLE CREEK IIZTON 74 MCCORDSVILLE EAGLE •• NORTH i _ CREEK l OAKLANOON BRANCH _ R SA FM RrsFRVOIR i ` 1 r1T14' [_ tlahp r,t \ �' PH-TSBOR 3, �1 S TE O� WRENCE MAXWELL BRawNSBUh'G'r !y I 65 FP`s INDIANAPOLIS -SPEEDWAY _ r �i M1 p e +, �O► 1970038 1 AVON 36 GRFFNFFL DANVILL STATE OF :14V LAND CUMBR cv /ND I A%A �c� / a ' NFW PAL EST/NF 1 !fi L' O N AL CLAYTON '�`- t BEECH GROVE AMID P HANCOCK CC 70 ���444666 74 SFi[l BY CC 5 J s PI AINFIEVD., ` ACTON 7 65 MORRISTOWN WES I NEW ION o U — MAR1ON CO. CL NSON GO ��� R �e CL MOORESVILLE GREENWOOD r 74 w T HFNDRICKS CO. i ), 0 g� -„° MORG.�N CO 70 . MONROVIA C r I f r^ FAIRLAND �Q PL I 1 l• I NL W m BROOKLYN WHlTELAND WHIELANO SHELBYVILLE U BARGERSVILLE" I �i FRANKL MARTINSVI(LE 65 TRAFALGAR m w m� APPROVED o PARAGON 31 FLA TROCK RIVER , 4i °di.V ■ PRINCES EDINBURGH BY: MORGANTOWN BOARD OF PUBLIC TAKE s„EIyYCQ - U LIC WORKS AND SAFETY MORGAN CO. ,I OHNSON CO BARTHOLOMEW CO. - MONROF CO. BRO+VN CO —' �` TAYLORSVILLE 4 1 f� VICINITY MAP JAMES BRAINARD CHAIRMAN LOCATION MAP NO SCALE NOT TO SCALE MARY ANNE BURKE z MEMBER INDEX OF DRAWINGS SHEET NO. I CL LORI WATSON T5 TITLE SHEET & INDEX MEMBER I w 100 TOPOGRAPHIC SURVEY & DEMOLITION PLAN 200 a SITE DIMENSION PLAN AUG a 300 GRADING PLAN 400 � EROSION CONTROL PLAN PREPARED BY: 500 EROSION CONTROL DETAILS 501 MISCELLANEOUS DETAILS 600 CROSS SECTIONS �! ZM 700—715 M o , J_Q t ;si; +fie i'':5 m a� a 'tQ`�-Q��DES Tf F�p0 w��a l C)/p I o� 3 19700381 lacv -O z>_w r ■ O� STATE OF �oa- FS /NDIANP ���� > o �o w wwo N0. DATE REVISIONS BY APPR. MAR Development Consultants TONAL E' CL EiJ� CH, 2007 P xo�� OD f� c0 r M CV CERTIFIED BY: 417 SHERMM DR. BEECH GROVE, IN 46107 (317) 780-1555 TN � DATE 100 //6 SHEET t C 1 0 iW O IV _' —� .� .� i� Q Q Q + + + + +CIO C-0 + c � C) Q Q Q t_j Q o o Q Q o Q+ o Q Q Q CD LANDSCAPING SHALL BE REMOVED ONLY I , ;: � 50 0 50 100 aatszs t7t ,ix x<.. AS NECESSARY FOR INSTALLATION OF I ,6-4 � _� I STORM SEWER. CONTRACTOR SHALL EXISTING LIGHT POLE TO BE I SCALE: 1" = 50' I SALVAGE ROCKS TO BE REUSED. „ IXIS7ING CONTOUR INTERVAL 1'= RELOCATED. SEE SITE DIMENSION I €� PROPOSED CONTOUR INTERVAL = 1' PLAN, SHEET 300. 4 I I LM REMOVE TREE I ►1 i I $ EXISTING LEGEND POWERPOLE CONTOURS In PROPOSED EASEMENT POWE POWERPOLE W/ GHT EAS POLE U _ _ EMENT .J€ EX. APP. R W O YARD LIGHT ------- EDGE T OF PAVEMENT i - - - - ■ SIGNAL POLE DITCH NE �• � ■�_ -� ,,—..-..�_____� °° J-� FENCE ---------------mot --------------- _--_°°w -°°° ____ = WIRE -_-- ---------- -- ------- - GAS VALVE E ELECTRIC U �. _ - r-” MAILBOX G GAS LINE > - - - - - - - - - - - - - - - - - - - - - - - - - -s - - - - - - - - - - - - - - - __tINEA- - - - - - - - - - - - - - - - - - STORM CURB INLET -- T - OVERHEAD TELEPHONE LINE �J • ROUND INLET - eTC — erC - UNDERGROUND TELEPHONE LINE - ---- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I I-Fl-T7� - - - - - - - - - - - - - - - - TELEPHONE POLE WATERLINE > _ ----------------------------------------------------------------- �_---%�_------------------------------------------------------------------------------------------------------ °� " W/MAN LE & END SECTION -------------- --------------------------------------------------------------- $TB ____------ --- - °°_���_- °-_---°-°-° O TELEPHONE MA - STORM SEWER HO WATER VALVE SANITARY SEWER W/MANHOLE y - - - - - - - - - - - �_ WATER WELL ri TREE LINE f e5 O • e 0 TREES & BUSHES c �-- — r— — — —' ,, —•I— • • I � � WATER HYDRANT W I � ASPHALT CONCRETE �Q 1 I REMOVE/DEMOLISH O > . m i i MONUMENT FOUND TB z o P"i Q l o'- GENERAL N OTES I O �.... �> CD Z_ I I I I I I 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS sHOWN oN THESE PLANS IN ACCORDANCE WITH I FEDERAL, STATE, AND LOCAL REGULATIONS ' �? _ I 2. CONTRACTOR SHALL LOCATE ALL U77U77ES AND REPORT POSSIBLE CONFLICTS TO THE ENGINEER PRIOR =' ' CQ ; I I I TO THE BEGINNING OF ANY CONSTRUC7ION AC71VI71EB -' 3. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES UNLESS SHOWN ON )HESS PLANS z° 4. ALL EXISTING GUARDRAIL POSTS ARE TO REMAIN IN PLACE PROPOSED STORM SEWER SHALL BE TO ALIGNED��ACCORDINGLY. CONTRACTOR SHALL ONLY REMOVE ONE (1) GUARDRAIL SEC77ON AND SALVAGE • � � I I I I ��0a1 S BENCHMARK INFORMATION 19700381 REFERENCE BENCHMARK: STATION: HM 28 O STATE OF DESCRIPTION: COPPERWELD IN STEEL CAS77NG AT THE INTERSEC710N OF 1167H STREET AND RANGELiNE Fs+s Or ROAD IN . O N AL IV fV EtEV. = 819.79 19.79 (NGVD 29) TUM V N W CN31 IV IV O Q+ O + + + QQ MAG NAIL IN THE ASPHALT 0 STA1101N 15+45 24' RIGHT OF LINE i4.' + + Q Q Q Q Q + + ° ° Q ° ° O Q 0 O MAC G NAIL IN THE ASPHALT® STATION 15+46, 88' RIGHT OF LINE A.' I CL TBM #3 MAG NAIL IN THE ASPHALT ® STATION 21+96, 17'RIGHT OF LINE A.' - REMOVE AND REPLACE ONE (1) MAG NAIL IN THE ASPHALT ® STA110N 21+98, 22' RIGHT OF LINE A.'I I SECTION OF GUARDRAIL IN �9 m I EACH LOCATION. SEE GENERAL MAG NAIL IN THE ASPHALT® STATION 28+55, 32' LEFT OF LINE A.' ���a °� , ,� :,��; NOTE 4. TH15 SHEET. I . I � � OODPLAIN INFORMATION I � � � I BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND DESCRIBED HEREON LIES W17HIN ZONE X' (AREAS / DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN) AND IS NOT IN A SPECIAL FLOOD HAZARD AREA AS PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON _ COUNTY, INDIANA, COMMUNITY PANEL NO. 18057CO209F, WHICH BEARS AN Ell EC71VE DATE OF FEBRUARY PRO MENT — — — — — z EX.-A - 4 - - — 19, 2003. D ----- -=-=-=A----===--------------------- -- --- _ .e-----=-------------=-----=--------------- � _�---�_°r_---_--- _--°d-_--- _�_-=-_=-=_==�_- ----------=----- --------------------- UTILITIES r -_ --------------------------=-----= - - z — — — — — — — — — — — — — — — — — �7 . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - -- -{N[-{�- - - - - - - - - - - - - - Note: Listed below are the Indiana Underground Plant Protection Services Contacts, Others not listed may exist. - - - - - - -14T44-ST- - - - - - - - - - - - - - - - - - - - - - - - -_ - _- - - - - CITY CARMEL WATER U71UnEs °��=- -----�-,• �"" � CITY OF CARMEL U71U71ES DUKE�GY a -- - 760 THIRD AVE SW 3450 W. 131ST ST. � LBM � ��-�_�T..-..r r---- 1 ` 1 I - 1 CARNET, IN 46032 WES1F1E1D, IN 46074 an � ' _ _ 16475 SOUIHPARK DR. \v - - - - - - - - - - - - - - -r T - - - - - -;- � - -I- - - - - - - - - - I- - r-o - - - -F -{ - - - - - - - I --I - I + - - - - - PHONE WESTFIELD, IN 46074 0- FAX (317) 571-2634 PHONE (317) 733-2855 PHONE- (317) 896-6721 a � (J1 7) 571-2642 FAX. (317) 733-2053 FAX.• (317) 896-6712 CONTACT. ED WIaLFE CONTACT. STEVE COOK CONTACT.' SHAWN SOUTH. < 0:: D W I I I I I I I VECTERT N ENERGY AT& FIRE DEPARTMENT W P.O. BOX 1700 5858 N. COLLEGE AVE 2 CIV1�C�SQUAR�AR7METVT ° I I i i I I I I I I I I NOBLESVILLE, IN 46061-1700 INDIANAPOLIS, IN 46220 a PHONE (317) 571-2600 Z ' PHONE.• (317) 776-5535 PHONE. (317) 252-5134 FAX. Q Q I I I I I 317 1 6 �(317) 776-5553 CONTACT GREG CAMMACK CONTACT �SMITH `) CONTACT CHUCK SHUPPERD z Q I I I I I I I d I I I f I I I I I I I 0- REMOVE I I ( I REMOVE CURB AND GUTTER, AND CONCRETE CURB TURNOUT OFS F ORM INLET.ST N R OVE I I I F L I i Q o I I I I I CURB AND GUTTER TO NEAREST CONSTRUC11ON I I NOTE. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes Y�Ld°° I I I I I I I I JOINTS. I I I no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned The surveyor further does not warrant that the underground utilities shown are in the exact location indicated �< I ( I I I although the surveyor does certify that they are located as accurately as possible from information available. The m Q~a i I I I I I I surveyor has not physically located the underground utilities. IdONN ' I I � r wa_ C 3 �r Z r w C) z W z< W U — 71IB W w o X M L-M c0�_ _ w SHEET 200 c � s L L' y' O tV W C_n O co + + + + + + + + + + + r. 0 0 0 0 0 0 0 0 0 0 + O O O O O O O O p p O x OT7, STA. 11+47 40.7' LT. i Y INST LL INLET TYPE 'E' WITH NEENAH RESET ROCKS AFTER STORM SEWER INSTALLATION, 250 LFT OF DITCH WITH CASTING -4215-C OR APPROVED EQUAL AND REPLACE ANY DISTURBED LANDSCAPING. LANDSCAPING REPLACEMENT TO MATCH EXISTING UNDERDRAIN (� 0.57% I $�'"� �`,�� �-� D.S. EL V. = 838.80 50 0 50 100 AN 126 LFT OF 12 RCP ® 0.32% D.S. ELEV. = 840.67 CONNECT TO EXISTING CURB INLET. COORDINATE WITH PROPERTY OWNER. COORDINATE RELOCATION OF LIGHT (SEE DETAIL SHEET 600) I I RIM ELEV. = 844.50 `POLE BEHIND PATH WITH DUKE ENERGY I SCALE: 1 = 50 INV. OUT(SE) = 842.90 REGRADE 73 LFT OF EXISTING AND THE CARMEL STREET DEPARTMENT. EXISTING CONTOUR INTERVAL = 1' -_ I I D.S. ELEV. = 842.50 DITCH ® MINIMUM 1.0% SLOPE. i \. PROPOSED CONTOUR INTERVAL = 1' a ° DOWNSTREAM END TO TIE INTO I N EDGE OF ROCKS. UPSTREAM � Oct _o END TO TIE INTO INTO EXISTING ,� + d TOE OF SLOPE. (n d - cn D PC I TIE TOP OF BANK INTO Q `� I L E G E N D d PATH ® STATION 11+80 � Z m � . N PROPOSED EASE NT I A $ EX. APP. R W J EXISTING CONTOURS PROPOSED DITCH WITH UNDERDRAIN __... (SEE DETAIL, SHEET 600) - - - _• - - ..-...- - - - - - - ® STORM IN T _. -... - - - - - - -- ---- ------ A � _ ....... .... . -------- ----- - -------- -------- ------------------------------------------------- - ASPHALT K ..A 12 r LE 10' T -- ------------------ --------------------------------------------------------- ------------------- -- - --- - I -~ _ STORM LINE WITH END SECTION m - -`'` �- ------------------ - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED EASEMENT CONCRETE _- ---- }---+ J - - - 4-1TAr S-' +---- -T-- - - - - - - - - - - - --- °�- - - - - - - - - - - - - - - - - - T -------------- --------------------------------------- - -- - y Q d o fm CONTRACTOR SHALL I 0 ! N CORE EXISTING I I I I ui STRUCTURE FOR 12' RCP f J I I I I I '■�■ ® INV. ELEV. OF 842.50 m TBM � I I p O PROPOSED LEGEND �� t � ; z ; I t� O I I I OA NURSERY SODDING I O CONCRETE CURB AND GUTTER (SEE DETAIL SHEET 600) I re CONNECT ASPHALT PATH OJ FULL DEPTH SAW CUT , TO EXISTING CONCRETE Cn WALK. I Q I I I I I OK 1%?' SURFACE #11, ON 6 J t I I I I I 212" BITUMINOUS BINDER #9, ON .c P I I I I 5' COMPACTED AGGREGATE #53, TYPE '0, ON - Cl ' I I COMPACTED SUBGRADE (SEE DETAIL SHEET 600) STA.19+21.5, 30' LT. K1 112' SURFACE#11, ON INSTALL INLET TYPE 'E' WITH NEENAH 12" CONCRETE ON ��t �G1STE F ®� CASTING R-4215-C OR APPROVED EQUAL PLOWABLE FILL (SEE DETAIL SHEET 600) � AND 120(1) CONCRETLFT OF ET RCP ® 0.590 AND ONE ( PROPOSED DITCH WIN UNDERDRAIN (SEE DETAIL SHEET 600) E PIPE END SECTION. � RIM. ELEV. = 842.00 ® STORM INLET 9.700381 INT. OUT(NE) = 839.40 a END SECTION o sraT� of I NV. IN(W) = 840.67 D.S. ELEV. = 838.80 PROPOSED STORM PIPE Fs, TNp I pNP ��� • CONSTRUCTION BARREL O IV W 4:�-- c_n O ---1 00 + + + + + + + i °o p0 C) °o CD °o Oo 00 p0 CL GENERAL NOTES 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS INDICATED ON THE PLANS IN ACCORDANCE WTH FEDERAL, STATE, AND LOCAL REGULATIONS. I 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE CONFLICTS TO THE ENGINEER PRIOR TO STA. 22+20 24.5' LT. STA. 23+71 24.5' T. I STA. 25+71 24.5' LT. BEGINNING ANY CONSTRUCTION ACTIVITIES. L J. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND PROVIDING ALL NECESSARY FLAGMAN, INSTALL INLE II TYPE J WITH NEENAH BARRELS, SIGNAGE, ETC. DURING CONSTRUCTION. ALL APPLICABLE M.U.T.C.D. STANDARDS SHALL GOVERN I INSTALL INLET TYPE 'J' WITH NEENAH INSTALL INLET TYPE 'J' WITH NEENAH CASTING R-3P87-10V OR APPROVED THIS WORK. CASTING R-3287-10V OR APPROVED CASTING R-3287-10V OR APPROVED EQUAL AND 75 LFT OF 12' 0 RCP ® 0.5% 4. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO EQUIPMENT OR CONSTRUCTION EQUAL AND 60 LFT OF 12 0 RCP ® 0.5% EQUAL AND 44 LFT OF 12 0 RCP ® 0.5% AND ONE (1) CONC TE PIPE END SECTION. PROCEDURES. ANY PAVEMENT DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. AND ONE (1) CONCRETE PIPE END SECTION AND ONEE(1) CONCRETE PIPE END SECTION. 5. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES UNLESS SHOWN ON 7HESE PLANS. RIM. ELEV. = 843.75 1'k -' -Mm "NM � RIM. ELEV. = 843.58 RIM. ELEV. = 843.94 6. ALL EXISTING GUARDRAIL POSTS ARE TO REMAIN IN PLACE. PROPOSED STORM SEWER SHALL BE ALIGNED NV. OUT(NE) = $39.18 ACCORDINGLY. CONTRACTOR SHALL ONLY REMOVE ONE (1) GUARDRAIL SECTION AND SALVAGE TO BE I INV. OUT(NW) = 839.10 >f6 A,.+ INV. OUT(N) = 839.02 D.S. ELEV. = 838.80 REUSED. I D.S. ELEV. = 838.80 D.S. ELEV. = 838.80 I I D.S. ELEV. = 838.80 � - - - - - - - - - - - - - - - - - - - - - - BENCHMARK INFORMATION r LO I + D.S. ELEV. = 838.80 N D.S. ELEV. = 838.80 N I a BM �1 / ~ Q REFERENCE BENCHMARK: • - STATION: HM 28 _�_�- DESCRIPTION.- COPPERWELD IN STEEL CASTING AT THE INTERSECTION OF 116TH STREET AND RANGEUNE ROAD - - - - IN CARMEL -� PROPOSED ASEMENT q -� ELEV. = 819.79 (NGVD 29) A ( - - - -ELF.�4P -R- - - -.�- r _ ----- MAC NAIL IN THE ASPHALT ® STATIOIN 15+ 24 RIGHT OF LINE A. E. 2' A -- ----- ----------------------- - ---- - = - _ 45 ' z _-��� �d..�. _"�-- -- ------------------------ • - - • 8 - - - MAG NAIL IN THE ASPHALT ® STATION 15+46, 88' RIGHT OF ONE A.' o _.., - - - - - - - - - - - - - -j- - - - - - - - - - - - - - - - - - - 7B3 MAG NAIL IN THE ASPHALT ® STATION 21+96, 17 RIGHT OF LINE A L E- 4-16T-�-�� - - - - - - - - - - - - - - - - - --z - - ---- - - ------- --------- ---- - - - ---------------- ---w---. ---------- ---- - �--------- r- -- , IBM �i - - MAG NAIL IN THE ASPHALT ® STATION 21+98, 22' RIGHT OF LINE A.' ~CL t / I I ; M K w I I I I I I I MAG NAIL IN THE ASPHALT ® STATION 28+55, 32' LEFT OF LINE 'A.' CONTRACTOR I REMOVEAND PATCH TING TO ADJUST CAS O PAVEMENT AS + GRADE. LOWER PROVIDE CONSTUCT ON NECESARRY FOR CASTING 0.76 LFT.U INSTALLATION OF O I � � BARRELS AND FLAGMAN I I STORM INLETS. I I Q I I I AS NECESSARY FOR I PAVEMENT PATCH INSTALLATION OF 3 I STORM SEWER. I SHALL MATCH EXISTING GRADE. I t I I (TYPICAL) C, I 1 I I C4 �t (yam Q 30 Jar 1 w wpw 0 mQNQ U/O Ln r)C14 I K= I w a_ I ! tcs Zrw P w pQr �- f-- l v z Z rn w Lit- u') �-I- I c ' - wwwo X EEm SHEET 3 u CL J 4 O -V N W 4- 017 O 00 Cfl �Q� 1 1 � r--- O O O O O O O O O O O " x O O O O O O O O O O p I I D.S. EL V. = 838.80 GRADE TO y DRAIN TO POND 50 0 50 100 ' * I SCALE: 1" = 50' 848.25 Z _ 843.86 > EXISTING CONTOUR INTERVAL = 1' i RIM. EL. = 844.50 845.43 I 843.16 � PROPOSED CONTOUR INTERVAL = 1' _ 844.78 PROPOSED EASEMENT I 842.00 n 847.96 GRADE TO 847.02 844.70 - --- - 843.70 + ------ EX. APP_Rf W __ - - _ INLETS / ----- ---- =-------------------------------- ---------- 848.00* 2% -- - ----- 843.00 842.16 z W RIM EL. = 842.00 m LEGEND * LINE A 847.80 846.82 - - 860.00 TOP OF CURB s v LINE A 859.50 EDGE OF PAVEMENT I 846.32 ----..}__._ . -+ -----+ -----} - - - - - - - - - - - - - € 4-16TH-ST- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- PROPOSED ELEVATIONS ASPHALT Q - - - - - - - - - - - - - - - - - - - - - - ---- ------ -- -- - 860.00860.00 BADE TBM - - - ± - - r - - - - - - - - r- - - - - - - ;-- -I- - - - - - - - -i- - - 859.050 * PROPOSED ELEVATIONS CONCRETE _ I I I D 860.00 * (TO BE FIELD VERIFIED) n I ( I ® STORM INLET -- Q EXISTING CONTOURS END SECTION J I I I i I o CORE EXISTING INLET m FOR 12' 0 RCP O TB INV. ELEV. = 842.50 O i ( I I i 0 U) I I I I I = ei < I I I BENCHMARK INFORMATION REFERENCE BENCHMARK: STATION. HM 28 DESCRIPTION. COPPERWELD IN STEEL CASTING AT THE INTERSECTION OF 116TH STREET AND RANGEUNE ROAD IN CARMEL. �� E. NEH, / ELEV. = 819.79 (NGVD 29) x, r 1 S T£ f ®� TBM 11 MAG NAIL IN THE ASPHALT ® STATIOIN 15+45, 24' RIGHT OF LINE 'A.' TBM 12 19700381 MAG NAIL IN THE ASPHALT ® STATION 15+46, 88' RIGHT OF LINE 'A.' yD w 0 STATE' (Ir' Tam 3 MAG NAIL IN THE ASPHALT ® STATION 21+96, 17' RIGHT OF LINE 'A.' SS70NAl �� TBM 14 MAG NAIL IN THE ASPHALT ® STATION 21+98, 22' RIGHT OF LINE 'A.' N N N N N N N N N TBM K C) N �� cil m ~ 00 MAG NAIL IN THE ASPHALT ® STATION 28+55, 32' LEFT OF LINE 'A.' O O O O O O O O O 9z O O O O O O O O O I I I r m I I ALL PAVEMENT PATCH AND CURB AND GUTTER REPLACEMENT SHALL MATCH EXISTING GRADE AND SLOPE I I a:-;'R- NO. 2X,200054.371 /576 AC* I I D.S. ELEV. = 838.80 - - - - - - - - - - - - - - - - - - - - - - - - I G.S. ELEV. = 838.80 D.S. ELEV. = 838.80 I I _ GRADE TO 842.24 846.46* �_ .------- GRADE TO PROPOSED EASEMENT DRAIN TO POND - - - - 8 -AF2R - _ I DRAIN TO POND � o I z - _ _ __ - ---------------_- ___-----°- 846. 2 -____ ----- -- 844.32 842.40* Co RIM EL. 843.94 Co m RIM EL. = 843.67 LINE A RIM EL. = 843.58 - LINE A e 25 - - - - - - - - - - - - - - - - - - - - - - - - - - 4-1�T-b-S� - - - - - - ! I - - - _ _ - yr (� +TB1+/T - - i --_--_-__ -_..°..w__----.,a-m-- = a_ s=-_°'S-�---•► '1•B M JlT - - - - - -t'- ---I -� �"'� i--- -i i I LL i 11 I V/ 1, ' 1 - - - - 1 I T I- I 1 1 I }-. -� - - - - - -, - - - - - - - - - - -- - T - -; ,I -I- -+ - i - I i I W � e � Li iv I w 1 J ( I I I I I Id CZ) O O I elf J I I I 1 N 66 I I FW-L ply Q I JZ^ Y:mQI J a�m Z m Q /o! N Q W d Z� W W 0<Z Ll (wj W W WQ 'Too v � — oc � CD p N W 0� 0') �- co+ �- -� r + + + -}- -f-' + O p p O O p p O Op 00 0 p p p O O O O D.S. E V. = 838.80 Y 4° T \ / -.. rya \`\ 8 A � 50 0 50 100 w w 9 �r X moi - D SCALE: 1" = 50' .1'` r awo r e - ::z.:u<x n r.r,p�w K! r r r w.�r r r r*a A.....! a A r x w�,ryi_ INTERVAL = 1 �, T. ®��Dr ' - � EXISTING CONTOUR INTERVAL 1' + - _ l __ - PROPOSED CONTOUR INTER a a - - s.,.� _ rrrrAa'arar rr■e■rrra+�g+�.r,r,rrrw ., - i • ���r rr � ��,r<< .a 4 . . ..P A _ G.! - :(, 'rr+►iY . -r.r— —.rte _ /C. .... _—....__. -'�. ,r _ r•_. It d:Ya. .a. . -V • -----1—T—r- 9T1 _^'ACV` -..... ._.... - ...... .. 77 - y . V ' ,. - .. ...... - ___ +• ..—r w ■w r w e r r w■rrrw■■a r.. T•• r- , -. _.... - .,. .. ,. .. .. .. _. mw _- e a r r r r r r r r r■w■w w■■r r r w w■w w■r■■r ov e r■■r r r r■i w w r a w w■r w w r r r w w m � S " LINE A ...... rrrtre�rw ANN■l rrrraararrrraarrwrrra■err MOANS■ r■w■rarrrwr■wwrwwrrra LEGEND 77 j. yE.d' .....,.. F..r U'8 y 5 M...r a r r r.........r r r&r a&9 fi r■g{r w r*.*a a i r r r r w S 8 a ib a r K LINE E 116TH ST ; .wwwwww _---ww - NURSERY SODDING- - --- --- . wwwwrr_ — — — — — r-_.,rwr-7--__-Y---�-T I �r TBIYI r 1 . , i I .s c- - ---—_1 , 1 I I N REVETMENT RIPRAP (SEE DETAIL SHEET 501) I I I O EXISTING CONTOURS y O I TBM # .gym I I I I I O O SILT FENCE SLOPE CHECK z I I I (NUTEC 3 NWS-6 OR APPROVED EQUAL) O I I I I I (SEE DETAIL, SHEET 501) r t CONSTRUCTION LIMITS z I I I I I PERMANENT EASEMENT _ I I U) I I I I I O SILT SACK CATCH BASIN FlLTER o 2 W Q I I I i I (SEE DETAIL SHEET 501) © TEMPORARY ROCK CHECK DAM (SEE DETAIL SHEET 501) 1STE �. 0 19700318 1 Cc DSTATE OF F /ND IANP V\ SS�0NAL N N N W cn O '� 00 + +O 0 0 p p O � 0 Op p p p p p O r m D.S. ELEV. = 838.80 D.S. ELEV. — D.S. ELEV. = 838.80 838.80 ■■rrrr.■■.^fir rarr mr+ ■ irr _ _ parr■■ rwwrrpra - a.ne._■—^rte rr,rsra� ,. C/� raa.- wp■w■r■■rrwretir■ r "�aR� �s w�� ^ice ;+r�a:�a�w�s.,R, a.Y��.9.M.N.0-r� ��r '_.. ,— �-- ... -- - ea i..Wr a a kb.` -� - ... -• --' ... .._ _... a ` ewe r --- _. _w_w_w_www_ o w_rw UNE A Z r■ ■rrarirrrw:r■rwwarwwwrwrleerr■r■w■w■:ia■!e■arrrwr■rwrr■r■■:wr■wrwwrwrr.rwwppisa.arr-ssrr'Y("ir■■■s■r■www■ww■ewr■■.rwr■rr■■■www■wwwr■■ PROPOSED GRADE �--n a rlrrla■■rwrrrtrra aawrr■...wrawwrrrwrq LINE A a a � vq pX U) E 116TH ST ` �P /\/ s RTES a F _ \/\\r r �w_w_wwww FABRIC FlL 1ER CLOTH � T— � 1 1 I U) W_._ / •-- - - - '�" � — T - - - - - - -I 'r I N0.8WASHEDSTONE a I _ _ _ _ _ _ _ _ _ ..... .... 1 , :w5- \ I I I I 12° 4" PERFORATED PIPE FOR UNDERDRAIN U) I I I I I w I I I I I CD O I I I I I 4"-� 4"+4" 'f Z O I I I I I I I I I DITCH WITH UNDERDRAIN DETAIL I I I + 1 + I I NTS d U I � i lz I-t <� i0 1 ij Y�CL I LM QW� , !J dCl U�p latoo O OD f t0 ul i- M N Q V)Q W d Z o V- SHEET 500 W U- Z c�Jw X Omm c EROSION CONIROL PLAN INDEX PLAN ELEMENTS 300 Tim �� �� ��1n SOIL DESCRIPTION A2 11 BY 17 INCH PLAT , w �„ d9y I rGl�r � n�A " c 25a III "„, I The 11x17 inch Plat has been submitted to the respective Soils and Woter Conservation District. TOPSOIL: BROOKSTON SILTY CLAY LOAM (BR A3 PROX'CT NARRATIVE A. INSPECT WEEKLY UNTIL VEGETATION IS ESTABLISHED AND LOG CONDITION PER DNR. Z 225 The project involves the construction of on 8' multi-use asphalt path. This project is located along the oa ► , �� This nearly level soil is in depressions, on flats, and in �- C� 200 316th St. „� . ��ii� k , - �- north side of 116th Street from N. Pennsylvania St. to N. College Ave. in Carmel, IN. Existing drainage TEMPORARY AND PERMANENT SEEDING: " ,,,, " narrow drainageways between better drained soils on g. g Z 's No additional utilities will be cared for this pro*t. until the stand is successfully established. LU 175 III �, ��I �'" " ����� "" ''� � ��� � ��, = broad undulating lens. patterns will not be altered by this project, required p *ec A. Inspect periodically, especially offer storm events ti y jjj 9 P Construction is anticipated to begin in the Summer of 2007. B Plan to add fertilizer the followin g growing season accordin g to soil test recommendations. 150 jjj IV ��ui �" . �d1 " rl Slopes are 0 to 2 percent. Runoff is very slow. Wetness is A4 VICINITY MAP C. Repair damaged, bare, or sparse areas by Rling any gullies, re-fertilizing, over- or re-seeding, and mulching. L11 l rr; � �'' the main limitation. The Vicinity Map is located on the right half of the Erosion Control Details (this sheet). D. If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition, and 0- 125 jai+,a,Ij •. "r �r Latitude N 39'55.940' Longitude W 865.242' mulching after re-preparing the seed bed. 100 ,E ,I,. i A5 LEGAL DESCRIPTION E If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. Ili" r' �rm " �� CROSBY SILT LOAM (CrA) There is no legal description for this project F. If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. 75 I � ��'nl' �'� ��ipl� ���°�� ""' n q r " This nearly level soil is on broad plains, on ridge tops in A6 LOCA77GN OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS G. Reference indot specification 621.05. PRO.II a T r All pertinent lot information is included on the plan view of the Erosion Control Plan (Sheets 500). 50 m1 *„ rolling areas, or in low drainagewayS. Proposed site improvements are depicted as well 25 j II jj ' LO C G film �n II } '°iN F . Slopes are 0 to 2 percent. Runoff is slow. Wetness is the A7 HYDROLOGIC UNIT CODE FT Mtrib . main limitation. The Hydrologic Unit Code for the represented watershed of this project is: 05120201090040. 4:1 3:i 2:1 1:1 LOW MED/IfIGH � r �� t p � ' MULCHING: FLOW FLOW � ' ;4 �`� ■� _ _ A8 STATE AND/OR FEDERAL WATER QUALITY PERMITS B� �� No State of Federal water quality permits are required for this project Pc j "�"�' �T gal w q y P P A. In erect after storm events to check for movement of mulch of for erosion. SLOPE GRADIENT CHANNEL CHANNEL A9 STORMWATER DISCHARGE B. If washout, breakage, or erosion is present, repair the surface, then re seed, re-mulch, and, if applicable, install SHORELINE a e I,n p" m Stormwater discharge will not be altered new netting. A10 WETLANDS, LAKES AND WATER COURSES. C. Continue inspections until vegetation is firmly established. 1.5' 1.5' 20' There are no potential wetland areas located within the project site, nor shall any potential wetiand areas be D. Reference indot specification 621.05. � • �' 1 disturbed as a result of construction. E. Mulching shall be applied with all seeding operations. - na 4 say � All RECEIVING WATERS ^� x X X x x ' �h�.� �I w `, Ir �' The receiving water for this project is Carmel Creek. x x"-,- x �" Al2 P07EN71AL DISCHARGES TO GROUND WATER SILT FENCE: 3' + , X Al- X X X X PC 7h,-re are no potential locations where stormwater may enter the groundwater.P Y 9 A. Inppect the silt fence periodically and after each storm event. K A13 100 YEAR FLOOD PLAINS, FLOODWAYS AND FLOODWAY FRINGES ,I 3 :r X x x x ■ B. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion j � j�T �■ BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND DESCRIBED HEREON LIES WITHIN ZONE X' (AREAS immediately. Al- x x x SOIL MAP DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN) AND IS NOT IN A SPECIAL FLOOD HAZARD AREA AS C. Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the X x x NOT TO SCALE I PLOTTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON fabric to bulge. 1 STAPLE 1.5 STAPLES 2 STAPLES 3.5 STAPLES I COUNTY, INDIANA, COMMUNITY PANEL NO. 18057CO2209F, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, D. Take care to avoid undermining the fence during clean out PER SYD PER SID PER SID PER ST 2003, E. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the EROSION CONTROL BLANKET A14 POST-CONSTRUCTION PEAK DISCHARGE disturbed area to grade and stabilize. A15 ADJACENT LANDUSE year) = 3.78 CFS (inflow to watershed) SILT SACK INLET PROTECTION: STAPLE PATTERN DETAIL The adjacent londuses are labeled on the Erosion Control Plan (Sheet 500). A. Inspect the sift sack inlet protection periodically and after each storm event. C A16 DISTURBED AREAS B. Remove deposited sediment when it reaches half the height of the filter at the lowest point Tho construction limits (boundary of disturbed area) are shown on the Erosion Control Plan (Sheet 500). C. Remove the silt sock inlet protection and sediment deposits after contributing drainage area is stabilized PERMANENT SEED MIXTURES A17 EXIS77NG VEGETATIVE COVER SPECIES SEEDING A SUITABLE SITE SUITABILITY The existing site consists of woods, gross, and asphalt pavement tBS ACRELBS 1000 SFT. DROUGHTY DRAINED NET A18 SOILS MAP AND DESCRIPTIONS LM AND SLOPING OPEN AREAS l.,� 6' The soils map and all pertinent soil type information are located on the upper right quadrant of the Erosion TALL FESCUE 35 8 5.5 - 8.3 2 1 2 w Control Details (this sheet). TALL FESCUE 25 6 5.5 - 8.3 1 A19 PROPOSED STORMWATER SYSTEMS CONSTRUCTION SEQUENCE& SCHEDULE OF EROSION CONTROL IMPLEMENTATION RED CLOVER ** 5 12 The proposed stormwater system sizes and dimensions are labeled on the Erosion Control Plan (Sheets 500). A20 OFF-S11E CONSTRUC710N ACTT N1)ES 1. Silt fence and or straw bales dull be laced around existing structures and in ditches as shown KENTUCKY D FESCUE 15 4 5.5 - 75 2 1 Offsite construction activities will include hauling excess topsoil and borrow offsite. / P g CREEPING RED FESCUE 15 4 .. , A21 SOIL STOCKPILES, BORROW/DISPOSAL AREAS in these plans before any land disturbing activities are started. PROJECT LOCATION 2. Schedule a re-constructi-)n meeting with the Cit of Carmel 48 hours rior to start of earthwork. AND CUTS Excess topsoil and borrow shall be hauled off site. P 9• y P TALL FESCUE 15 4 5.8 - 7.5 2 1 2 t A22 EXIS71NG SITE TOPOGRAPHY J. Construct temporary gravel entrance in accordance with the Indiana Handbook for erosion control KENTUCKY BLUERASS 25 6 ¢ I Existing one-foot contours are shown on the Erosion Control Plan (Sheets 500). in developing areas.* All other erosion control measures and detention areas shall be installed and A23 PROPOSED SITE TOPOGRAPHY constructed as shown at the beginning of the project TALL FESCUE 35 8 5.5 - 8.3 2 1 Proposed one-foot contours are shown on the Erosion Control Plan (Sheets 500). 4. Strip topsoil and haul off-site. EMERALD CROWNVETCH 10 25 ** 5. Rough grade site. Disturbed areas should be seeded immediately following rough grading. Arens LAWS AND hM YMMMU AREAS that will not be disturbed again should be permanently seeded. No unvegetated areas should be KENTUCKY BLUGRASS 40 9 5.8 - 7.5 2 1 _ 1 STORMWATER POLLUTION PREVENTION-DURING CONSTRUCTION exposed for more than seven days. CREEPING RED FESCUE 40 9 6. Place drainage structures. Erosion control measures shall be placed around proposed structures as '" Bl P07EN7IAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIO71ES soon as they are in place and until vegetation is secure. PERENNIAL RYEGRASS 170 24 5.0 - 7.5 1 There is a potential for pollutants associated with construction machinery including diesel fuel, hydraulic fluid, 7 Final grade site All erosion control blankets shall be installed per manufacturers recommendations (TURF TYPE) engine oils and lubricants, antifreeze and other petroleum products. It is unavoidable for a small amount of as soon as fugal groCig is complete. these pollutants to contaminate soil in the radii and construction of the site. Sediment pollution from site 8. Final paving operations. Temporary erosion control measures shall remain in lace until vegetation TALL FESCUE 170 4 5.5 - 8.3 2 1 2 + P grading P P 9 oP P ry P e9 disturbing activities shall be remedied by Erosion Control measures (see following sections). is secure. B2 SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTA110N 1-PREFERRED 2-WILL TOLERATE ** - INNOCULAT WITH SPECIFIC INNOCULANTS n The Construction Sequence & Schedule of Erosion Control Measure Implementation is located in the middle half on the Erosion Control Details (this sheet). dam, B3 CONSTRUCTION ENTRANCE No construction entrance shall be required for this project GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE WITH IDEM E. NE 'l B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS GENERAL PERMIT RULES FOR STORM WATER RUNOFF FROM CONSTRUCTION SITES �`'���t sTE �, O� Sediment Control measures for Sheet flow areas are shown on the Erosion Control Plan (Sheets 500). SOIL _ SALT Specifications and details are located on the Erosion Control Details (this sheet). CONDITION � � �� 0 TOLERANCE 10'MIN. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS 1. All Erosion Control practices shall be in accordance with the IDNR INDIANA Handbook for Erosion H Sediment Control measures for concentrated flow areas are shown on the Erosion Control Plan (Sheets 500). Control in dekfting areas" dated October 1992 and the SCS "Fidd Office Technical Quide". wEr No►aI DRY z� x `: Geri SOCL SPRAY 19700381 Specifications and details are located on the Erosion Control Details (this sheet). CREEPING RED FESCUE VICINITY MAP ac B6 STORM SEWER INLET PROTECTION MEASURES 2. The Erosion Control measures included in this plan shall be installed prior to initial land 2 1 2 1 1 1 bO 1 20-25 12-1 7-21 S O STATE OF � disturbance activities or as soon as practical. Sediment shall be prevented from discharging from FES>UCA RUBRA Storm sewer inlet protection measures ore shown on the Erosion Control Plan (Sheets 500). Specifications NOT TO SCALE the project site by installing and maintaining silt fence, straw baled sediment basins, etc. As KENTUCKY BLUEGRASS � � and details are located on the Erosion Control Details (this sheet). shown on this plan. If shown on this plan, energy-dissipation devices or Erosion Control at the POA PROTINSIS 2 1 2 1 1 1 10D 1 25-35 12-1 10- MT Fs+s 7ND I 87 RUNOFF CONTROL MEASURES outfall of the storm sewer system shall be installed at the time of the construction of the outfall. Runoff control measures are shown on the Erosion Control Plan (Sheets 500). Specifications and details are TALL FESCUE 5'MIN. N A L located on the Erosion Control Details (this sheet). J. All on-site storm drain inlets shall be protected against sedimentation with silt sack catch basin FESIUCA L ARUNDINACEA 2 1 1 1 1 1 LOW 1 24-35 24- 5-14 T B8 STORMWATER OUTLET PROTECTION MEASURES filters, filter fabric, or equivalent barriers as shown on this plan. PERENNIAL RYEGRASS Stormwater outlet protection measures are shown on the Erosion Control Plan (Sheets 500). Specifications LODUM PMNE 2 1 2 - 1 2 HIGH 2 15-20 12-1 5-10 MT and details are located on the Erosion Control Details (this sheet). 4. Except as prevented by indement weather conditions or other circumstances beyond the control B9 GRADE STABIUZ4110N STRUCTURES of the contractor/developer appropriate Erosion Control practices will be initiated within (7) seven CRH AlbA - 1 1 2 - - LOW 1 5-10 24 14- T C.CL No grade stabilization structures are required for this project days of the last land disturbing activity at the site. The site shall be stabilized by seeding, B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE sodding, mulching, coming, or b other equivalent Erosion Control measures. Q 9 9 9 y eq RED CLOVER 18" MIN. DEPTH OF END SECTION Each stormwater quality measure is shown on the Erosion Control Plan (Sheets 500) and associated TRIFOLIUM PRA Iva - 1 - 2 - - IUD 1 7-10 18 5-10 S S details/specifications are shown on the. Erosion Control Details (this sheet). 5. This Erosion Control plan shall be implemented on all disturbed areas within the construction site. 6" MAX. REVETMENT B11 TEMPORARY SURFACE STABILIZ477ON All measures involving Erosion Control practices shall be installed under the guidance of a qualified R71LE OVER RIPRAP DETAILS Temporary surface stabilization methods are shown on the Erosion Control Plan (Sheets 500) and detailed on personnel experienced in Erosion Control and following the plans and specifications included herein. RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY) Roca CHECK DAM GE0ITJCTILE FABRIC NOT TO SCALE the Erosion Control Details (this sheet). 1 GOOD T - TOLERANCE �o- 6. During the period of construction activity, all sediment basins and other Erosion Control measures 2 MEDIUM MT- MEDIUM TOLERANCE �' B12 PERMANENT SURFACE STABILIZA7)ON 9 P Y - NOT TOLERANT S - SLIGHT TOLERANCE Permanent surface stabilization methods are shown on the Erosion Control Plan (Sheets 500) and detailed on shcfl be maintained by the contractor. At the completion of construction, the contractor shall the Erosion Control Details (this sheet). coordinate the transfer of required maintenance reeponsibilities with the owner. B13 MATERIAL HANDLING AND SPILL PREVEN71ON SEEDBED PREPARATION FLOW rlow Spill prevention shall be accomplished b utilizin s ill uards for equipment fueling and servicing 7. Public or private roadways shall be kept cleared of accumulated sediment Bulk clearing of APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. P P P Y 9 P 9 ea P 9 9 accumulated sediment shall not include flushing the area with water. Cleared sediment shall be APPLY 23 LBS. OF 12-12-12 ANALYSIS FERTILIIDt (OR EQUIVALENT) PER Spillguards shall be 3k3'x6" and shalt be constructed of o material resistant petroleum products (including returned to the point of likely origin or other suitable location. 1,000 SQ. FT. (APPROXIMATELY 1,000 LBS PER ACRE) OR FERTILIZE ACCORDING Al�EGA7E REVET►i AP DITCH diesel fuel and oil). On-site fuel storage tanks shall have emergency storage capacity directly below the tank TO TEST. APPUCA71ON OF 150 LBS OF AMMONIUM NITRATE ON AREAS LOW IN 'w in case of rupture. Any hazardous material spillage shall be collected and/or cleaned immediately by a trained 8. The contractor shall control wastes, garbage, debris, wastewater, and other substances on the site ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. individual and disposed of in accordance with all federal, state and local regulations. in such a way that they shall not be transported from the site by the action of winds, storm WORK THE FERTILIZER AND LIME INTO THE SOIL A DEPTH OF 2 TO 3 INCHES ROCK CHECK DAM O Indiana Department of Natural Resources (317) 233-3870 water runoff, or other forces. Proper- disposal or management of all wastes and unused building WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS NOT TO SCALE City of Camel Fire Department (317) 571-2716 materials appropriate to the nature of the waste or material is required. POSSIBLE. B14 MONITORING AND MAINTENANCE GUIDELINES FERTILIZER AND LIME SHALL MEET REQUIREMENTS OF INDOT Monitoring and Maintenance Guidelines are located in the middle on the Erosion Control Details (this sheet). 9. Additional Erosion Control measures may be required by state, City of Carmel, or county agencies. STANDARD SPECIFICATIONS 1995. B15 EROSION & SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS There are no individual building lots within this project. SELECT A SEED MIXTURE BASED ON PROJECIID USE OF THE AREA WHILE STORMWATER POLLUTION PREVENTION-POST CONSTRUCTION CONSIDERING BEST SEEDING DATES. Cl PROPOSED POLLUTANTS AND SOURCES ASSOCIATED K17H PROPOSED LAND USE Potential pollutants include petroleum products and antifreeze from automobiles using the parking areas; and TEMPORARY SEEDING DATES_ sediment. ADDITIONAL EROSION CONTROL C2 STORMWATER sediment. QUALITY MEASURE IMPLEMENTATION MEASURES MAY BE REQUIRED BY ,uN APR ,ANN AL AUG SEP c Stormwater quality measures are implemented by construction of the site improvements. STATE OR COUNTY OFFICIALS wNEAr OR RrE C3 PROPOSED POST CONSTRUCTION STORMWAMR QUALITY MEASURES There are no post construction stormwater quality measures required for this project. AL ME�� C4 LOCATION, DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH S7ORMWA7ER QUALITY MEASURE ANNUAL RlfplA55 ATTACHING TWO SILT FENCES There are no post construction stormwater quality measures required for this project. C5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITY MEASURES P MA T 11rG,DA S There are no post construction stormwater quality measures required for this project. c T5 NON•-MIGATo• 5 1RRNrATEi1 ~- rr a CUR DARYANT SEF)DWG•+ - B IRRIGA77ON NEEDED DURING THIS PERIOD. TO CONTROL 1� OV�R FOR BAG OPENING FI E709ON AT 71MES OTHER THAN IN THE SHADED AREAS, REMOVAL FROM �auoEa) pimK nor N � .a USE MULCH. o * -LA 7E SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS opnONAL OVERFLOW POST THE END IF MULCH IS APPLIED. POST OF THE 0 SECOND FENCE ** -INCREASE SEEDING APPLICA71ON BY 501 �TS INSIDE THE END TEMPORARY SEEDINGS POST OF THE KPD OF SM) PER 1,000 SQ FT. PER ACE IIEIIW � nMUM) ��p LOOPS FIRST FENCE i nnrEAT as nT►f 35 LOS 21 calm 1'io 1 112'W Z SPIbYIB DAIS 2.3 LBS 3 BU COIfR S*FD 1 DffP .� a AAWAL L0 IBS IO IBS SfID 1 4 DffP• ROTATE BOTH i * NOT NECESSARY WHERE MULCH IS APPLIED. POSTS AT LEAST 3 180 DEGREES IN a •� A CLOCKWISE nON TO DIREC N CREATE A TIGHT 3�o SEAL WITH THE FABRIC MATERIAL DNO i a� DRIVE BOTH _ Y Woo POSTS ABOUT 10 m a wa SILTSACK CATCH BASIN FILTER DETAIL O GROUND AND THE ^o Or a NO SCALE BURY FLAP Ln tG U7 Q Lid 0- Z>-W O� Op f� cp M N " Co W 0 X W W o SHEET 501 � X JW X Fn lL M L C) 33/4" 2'-1 P'/2" %2" #11 SURFACE ,012" #9 BINDER 1 5' (MAX.) A 5" COMPACTED AGGREGATE 153 1.5" ASPHALT SURFACE 6" 6" EDGES TO BE SAWCUT AND CLEAN OF DEBRIS AND LOOSE 12" CONCRETE ASPHALT BEFORE PATCHING 4 2Y" -� 1-113' 1 k I - 6" - 2'-6" � COMPACTED TO 957. / MODIFIED PROCTOR FLOWABLE FILL 2'-6" TYPICAL ASPHALT PATH SECTION i �" OUTLET PIPE N NOT TO SCALE O 12 / /// 12 3_0" OUTLLET PIPE uj 2!14" 3" B-BORROW /\/ + /I I - 6" 2'-0" 6" - BEDDING MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT / / / / / } I UNDER PAVEMENT. t \�//\//\�//\ x x / PLAN W 6" VIE _ WITHIN F STREET5. WALKS AND CURBS 1.25 x OD + 18 OUTSIDE 5' OF STREETS WALKS AND CURBS BACKFILL WITH #53 AGGREGATE OR EQUIVALENT pp�� BACKFILL WITH CLEAN FILL MATERIAL FREE OF AGGREGATE MATERIAL (MECHANICAL COMPACTION v, 3 -- ---- 3'-6" - ROCKS LARGER THAN 6" DIAMETER OR TO 95% STANDARD PROCTOR DENSITY.) Z EXTRANEOUS MATERIAL. STREET CUT REPAIR DETAIL K1 I...Q - 33/" 2'-10'/2" 33/4' PLAN VIEW NOT TO SCALE I Q 4 m�— ! � NOTES: mmi © ca ALL BEDDING & INITIAL BACKFILL SHALL BE MIN. 1.25 O.D.+12" i" INSTALLED IN 6" TO 12" BALANCED LIFTS. STREET CUT REPAIR NOTES: MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH O.D. - SIDE OF THE INSTALLED PIPE. )6 O.D. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF 6" 2'-0" 6" MIN. 2' SEPARATION (O.D. TO O.D.) SHALL BE REQUIRED ( OUT OF THE RIGHT-OF-WAY. ONLY IF OUTSIDE 5' OF I BETWEEN DUAL PIPE CULVERT STRUCTURES. STREETS, WALKS n —co AND CURBS) FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL. a i d o - 6" - 6" PIPE INSIDE DIAMETER 27 3o TO 60 '� THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE x; BEDDING BELOW THE 3 4 4" MIN. (BELOW THE BELL) VARIES PIPE BELL, 'd' (MIN. = 4) (MAX. = a) LAYING OF NEW ASPHALT. TACK COAT IS TO BE APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT "B" BORROW OR EQUIV GRANULAR MATERIAL SPECIFICATIONS, SECTION 902. COMPACTED TO 95% STANDARD PROCTOR DENSITY d THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS RIGID PIPE BEDDING DETAIL THE EXISTING SURFACE. RIABLE DIA. RCP AND VCP PIPE FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213. AMETER NOT TO SCALE �, N�W 8" 1STE F 0 11s700381 La..: ELEVATION VIEW ELEVATION VIEW ° STATE of ^ INLET TYPE 'J' Fs. QND I ANP INLET TYPE 'E' NOT TO SCALE S f4NAl- NOT TO SCALE n: PROPOSED GRADE 10'MIN. i qr VA i FABRIC FILTER CLOTH NO.8 WASHED STONE 5'MIN. 12" 4" PERFORATED PIPE FOR UNDERDRAIN 4" 18' MIN. DEPTH OF END SECTION I" 4"-� 4"*4" 6' MAX. REVETMENT DITCH WITH UNDERDRAIN DETAIL GE0� F�� RI N T TOO SCALE TLS I I � NTS a N tTS N S � c,a CL f- o.. z Q J = 3 v U d a� U) 'oj ! �t�°� I Ln In 6 Q�JO Wwo YLol m0w< U/O to I n co N ® -¢ Q W n- o>-LJ uJ m a0 1-1 cD Lo d M V4 Q��Qz W U z- WLd JO W _jy SHEET X_�li_`2 XREFERENCES : _CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 700 XSEC.dwg MRD INT 06—JUN-07 14:04:43 CW Q + O (.Jll + O + Q -� O -�(.Jl DID 00 DD X DO DO DD 00 DO DO 00 DO O c,► J1 O Ul U1 cn O Un O Cn CA O rlj CJl O O qp GC Qp W W cn w N 11 Ii W V� pp 6n V4 O Ul DO 00 DO DO DO DO DO DO DO DO DO DO Ln O O CJt �" O ' O + O + �C)9 8 — \ 7 6 CROSS SECTIONS - a O cn ' ° 4 ' r 11 'H STREET PATH ° 3 i 9 0 020-'�,, 1 ! -- --- I �c� p / hfi«n 2 JOB No. DRAWN CW CHECKED GPI llyeioparners? C«rz-ul .«x- —i--- __ DAIS �9 i ?. 20�7 I DESIGNED N AFAR. TEN BY ARPR_NO DAB REVISIONS _ R XREFERENCES : _CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 701 XSEC.dwg MRD INT 06-JUN-07 14:06:21 CW c)-j CLY, 3 J J p O Ul p O CJl Cn Cn CD O O � Ch O O W C14 cn Cn C,,I ct4 p O N N cn cn N N O n cDi rD� c`i cD> c� _ p _ 5 C) ICI ll 0 ;:n--4 �I-4. . GliC2 - nu uu nn p O Ui cn DO DO DO DO DO DO DO Dc x x DO DO DO + ; = cn 00 N cn N 9 8 7 F CROSS SECTIONS 6 C--) ti 5 z ® a - 4 c) rn y _ v — 0 4 t- � a w_ 'Tz 3 "n co — 116TH STREET PATH Transportation & 2 /� JOB No. cw i CHECKED Gil t)evelopment( ow�ultasrts p 3411 9UW DR Ll I NO. DATE , _ _ — REVISN 'S BY APPS. �� DATE JONE 18, 2007 ' DEaG�E�. W! l APPre, BEN �!?� XREFERENCES . —CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 702 XSEC.dwg MRD INT : 06—JUN-07 14:07:12 CW O N D+ i -}- -j J L4 q + L4 + W DO DO DO Do DD DD DO DID DO DrI J O O O) (J1 C11 O 0) O 011 (.n CJ1 UI CTI - O (n O -P Ian CJ1 O �Vn- O O CTI N � -n c<- D 0 CJt �i+Vt (.n EA v� _ ire_ II II _ ._CA's- -- — — (T7� V J W co O - O --------------- cn DO DO DO DO o Iv + N + CW + w + � 9 8 �� 7 � 6 CROSS S _ 5 - =� � o+ O 4 > -° i4 o � r'' 116TH STREET` Trans rtation & __ _.._ ®, '�,��•�,� .;�� JOB No. �� pRAWI'i p',, '� C � ^QED GJ; I)evelopment Consultants 3417 9UW DC. BEECH LA V W+sum (ail)7 -1555 N0. DATE nEASIONS BY APPt. DATE JUNE 18, 2007 i DESIGNED Nl-h; ? SHEET 702 XREFERENCES : —CREBLK; rc0;1001; DIRECTORY PATH: P:\CARMEL\,116th Street Peth\,XSECS\ FILE NAME 703 XSEC.dwg MRD INT : 06—JUN-07 14:10:30 CW cn cn O O O O cyl UI � C J� O O C Tl O C �V- � n n V, V O O N _ N CJ1 N N y _ 570 w B v cn 5r _ - ---- cn Cn hI v -114&I IIt III II 11 W vw pL" O O cn 00 00 00 DO DO Do DO DO 00 DO DO DO 00 DO DO w 6 5 + + tQ + - +W 46 C1 O (. 1 CR OS S SECTIONS z o > V r" ()D+ + L--nj 04- D+ �4 SO -7 co 1,17 116TH TREET T + -� r u i Transportah it & JOB No. ORAWN C I CHECKED Gil Development —(nsultants 34i7' i. BERT GRCE N g107 (317)7551-1556 \ DATE JUNE 18, 2007 � MIGNED WFH } APPR. TEN sHET NO. DATE REVISIONS Bi' APP(-" ; XREFERENCES _CREBLK; rcO01001; DIRECTORY PATH- P:\CAPMEL\\116th Street Path\XSECS\ FILE NAME 704 XSEC.dwg MRD INT : 06–JUN-0714:09:46 CW O + -3 _ + � + (j Ln O O � _ J UT C TI - DID DID DO DO DO DD DID DO DO DD DID DID DD O O O O) cn U� _ O O C Jl U� CP UT cn O O Ch un Cn O Ch w O N Ui C JT - - N O O n II. II H II tt U - _ $ N �N N� Ncn `tN Ul Cn II II - II w _ eD w� ONO - J� - - _ -- - - - UT Ln d + �, -� CP tIT o- - a� 9 8 7 SECTIONS 6 r �,ti�A 5 Z �° ., s 16TH STREET H H 3 �.��y / Transportatio U'" ,. / ® — �� JOB No. ukAW1i CtM 4 C�E'�® �41f I?evelopment Consultants 3417 Sf M"OR. B�XW,9+4677 (317)7�'J-1566 DATE oUNE 18, 200; DESIGNED WlrF 4PPR. TAN SHEET 704 [NO, = DATE REVISIONS BY APPR XREFERENCES . _CREBLK, rc001001, DIRECTORY PATH: P:\CARMEL\116th Street Pctn\XSECS\, FILE NAME 705 XSEC.dwq MRD INT 06-JUN-07 14:11:28 CW N _ U1 Cn Ln p �l Ln 1 DD 30 X DD X X 00 00 DO DID DD DD X DID �1 J U-I Ch n JI J _ J O O O (J1 Ull J cy) _ O O O (.J1 C.P CTI Cn Ul U1 U1 O O cn Ul (Ti O O Ch C J1 W _ W O O Un n - ...... _ C?n � O II II it it, if 1 1 11 II CA v� mq p� _ _.._..._ . .._._.._ ► p_ cD O O (n cn Ifl p N p �l Ln J 9 _ CROSS SECTIONS 5 14 0 r = co,- ' r; 16TH STREET PATH 7 ransport Stir,: ;a 2 JOB No i KAWId C1N CHECKED L� � �il____ _ , ilAwmI BECHt4 4 r) evUlt2-et 341;a1fR�1iV� BFECN C W* 'fit,-S`ak" DATE Vi3I 1[i; ?Vlf! 7 Lei-7V1�C.SJ fYi''1 APf R. 3G.N ?�hT 7 05 N0, I DATE REMSIONS BY APPR w s XREFERENCES : -CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 706 XSEC.dwg MRD INT : 06-JUN-07 14:12:22 CW © D _ cLr, v °_ c.n J DO DO 00 DD cn 00 DO DD O o Ul rn rn o cn cn cn 0 cn o w c.n cn _ O o 7 cn w w c.n O w 0 Cn N Cn a O Ul Cn _ _ re DO 00 DO DO DO DO Ln o J g _� I � CROSS S EC TIC 5 16TH STREET PATH 0 4 _ 9 '� "> `..: — —Ha. Transportetio� , _ �'1' O 9 CHECKED OBI! Development C onsuitarnts JOB Na. s fikAWtd GW W7 sew M BEECH AVL 9 46+0 (3171 W1555 2 �- _ - 706 D 001 771 ec) + 0 C) DATE JUNE 18, 2007 D�9�N�i W�N A��. �(�t� s��r NO. DATE eooc) REtiiGit�ti` BY APPR. �`- :FERENCES -CREBLK; rc001001; -CTORY PATH: P:\CARMEL\116th Street Path\XSECS\ NAME 707 XSEC.dwg INT : 06-JUN-07 14:13:00 Cw Ln 00 UTI CTI J J O _, 07 d� -44- CTI O 0) O O _ Ch Cn CTI CTI _ C7t (TI _- - w v, - _ w w o _ N Ul N CJl JA N O D OD "� _ fin N CTI Cn ' a DO C II w O U1 Cn f� f� I N j �O + cO Cn+ O i 9 _. a a SECTION5G R �. o c 4 c; - 5 r Z ® d�s 'yam, 1 ;f Z 116 STREET PATS 4 ��9 00 � . ,_ ., IDevelO meat C ores i to nt� i I ._ G's P 3 m — �/ J No. ( D AYk�a Ow __� _ o -- �- - err straw+ r:+s,o i�' ( R SHET 707 -- °- ? DATE IN iF, `rn0 � D �.+tE; REVISIONS NO. I SATE XREFERENCES . —CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 708 XSEC.dwg MRD INT : 06—JUN-07 14:15:00 Z CW N N Cr� l _ �- N . N 1 I I �II O DD OD DD OD DD DID - DID DD 313 OD DD cyl O N UC-�O 01 0P�J T 1 O O (11 (n cn CJt O CTI O Cn C n O O CS CSUT O O Cn O 0<C'> � O wp .w w C n CA c0 O O Cn 00 00 �0 DO DO 00 DO DO DO Ln C)0+ c) + p p + + 0 +0 c 9 8 7 6 CROSS SECTILn e+ 5 4 116 TH TREET PATH0 � I • � • � . _. ___.—` - --------- --rt \` �Q ..� �.,;..,��..� Transportation & JOB Nc. __ DRA►M _ �.��.a: ��+ � � �1 I)evelopment Consultants 3417 SfE13Wi 4R. 'ECi COE,N 46107 (3Ir 79)-1555 NO. )ATE F�-- RE�lSIOlJS 8Y APPR. DATE JUNE 18, 20C,=� � E1ESGNED k�� € ArPPR;. � SHEET 708 X,REFERENCES I _CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 709 XSEC.dwg MRD INT : 06—JUN-07 14:15:50 CW p + � + N p Ul + � (P + � _ © ' N J _ J (I1 Cn :A -P.- -P. L - 11 - :A I I I -P, P. �4 -0-- -P- i :n P., 4-1- �n O O (JI Ui O O (JI Cn (JI Un (n (.P O O c� CJl : � CJl O O Csi CA Ch C n O O N N (JI Un N N O � can O U �Ut IF U N II _ _ N U 11 II L4 � ► L4 U Il C) C) co O O Cn (J1 9 8 7 100 CROSS SECTIONS s 1 ` 1p A -� Ln 0+ �2 C)0+ � C)S+ L r - ,, 1 116TH' 12REET PATH • ! • 1 3 ,. ..�.. ..�._.. �. ..�.�..�:.n (ra[�spoR t tion & ._ N � _.4._._ 2 ._ � / �� JOB No. DRAM �sw 1 CHECkE;' ` �_... ......_. ....-.__.___.r.._.. _ . ., . NU. DA E REvISIUNS BY �AFFR. DATE JtAE 18, 2007 DESI NED WH APPR. ' .` ;4 709 XREFERENCES I _CP,EBLK. 7-c1Q1 ,C1. DIRECTORY PATH: P:ACARMELv,116` FILE NAME 710 XSEC.dwg MRD INT 06—JUN-07, 1416:37 CW D+ �� U1+ N © - N - J Cn DO DO DO J Cn J _ O CJl CP I - I O - w c.n Cn w w o - can O 0 w CA UI Cn w o 0 _ N Ui N CP N a O fill CH If ww wa�� w�° -_ CTI - - - -- µ!Vi. C) aN - _ O 0 ND PO + N IV N _� + � + N 0 + L4 W it MT Ln+ N N OCTI 'Olh' NS 8 i CROSS SE C-) 6 °_� _ 116TH ~STREET P co 3 \ �-_ 7RAWA! rY4� � +C << Gv4 T'rp sportai;,�n c� �� C; F ' Develo ment Consultants � NQ. � � I X517 Sifli11W DR 6fFC?f GKNF,N 46107 (311 786-1555 1 I }AiT t ,r r)j, 07 1ISIGNIM 'AFH pal. TEN SHEET REViSiC1N5 81 APpp. I Ghf XREFERENCES _CREBLK, rl-001001, DIRECTORY PATH: P:ACARMEL\116th Street Path\XSECS', FILE NAME 711 XSEC.dwq MRD INT 06-JUN-07 14:17:23 CW C Fl + - + CA .' J CTI J O _ - cil (7T - - - - _ cy) O _ -- (-n UI t1T _ (P O CA w - C4 Csl O Cn N (.P I 1 N a O N - > - n a O _ cai _ cs3 n �4 - II H w H II ^'� �"� j W Cil - - p- H �- - _ - H,O L4 G O + N DO DO DO Do Ln + + �p4+-% - a � -P F CROSS S ECT� N S C-> d rn -.j _ 6T STREET " DD N u ,ro i ` L[ian4ptrtaN iE(f JOB Gil l (!B F8�- C' ! A !f ! 4 13i�elc�pm .nt �r, aita��t z APPR. .��{ SFl1=E 711 N0. ' DA BY TE i APPR. -- - XREFERENCES . _CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 712 XSEC.dwg MRD INT : 06—JUN-07 14:18:19 CW (n �l x 00 DD DD 00 Do (n 00 DO DD o � 0 cn cn O � _ o cn cJ-I o cn .. w Cn o o W CJ1 Cs1 Cn (sl O (�I O N Cn N U1 N r NoI Un N IV o Ica " II - - ao rn O Q (Jl Ch re DO DO DO DO DO DO DO DO DO DO DO DO 00 DO CD I (vTl -}- p + � -�- � Cn . . N + o Cn 9 6 C-2 CROSS SECTIONS C> � c 3 �,9 0 1167`H STREET PAT • � • � � .g 2 J � '�',. � �° 1013 No. � DRAM 4, �;, cW 3E CEt Gil #)rweiopinent X BE(r. w*,07 OL c(-n NQ. DATE REVISIONS BY APPR. a DATE JUNE S; 2007 # DESONLD ��H ��_'. N �IEE� [ s XREFERENCES _CREBLK; rc001001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 713 XSEC.dwq MRD INT 06—JUN-07 14:34:26 CW .� NQt s I 1 I . . w 0 o N w Cl 00 DO 00 00 00 00 00 00 00 00 00 ._ • �_ _ •_ .(J , Cn n O h Jn O O Un CJl Ul O u+ O O U Cn °CIO CA (n .. _-_ o O O Cn o DO 00 00 DO 00 DO DO DO DO g CROSS SECTIO 6 —�t\ % -A a z v 3 116TH STREET PATH �o -Transportation K 4, ; CHECK" evelopment Consultell aV nts I)WA#i DR. BEW,ay M 46107 (317 01 DATE DATE APPR. DESIGNED 3$ 2C�7 MEET 713 U c -)J XP.EFERENCES : -CREBLK; rc0G1001; DIRECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ FILE NAME 714 XSEC.dwg MRD INT : 06-JUN-07 14:36 01 / CW 11 9 O .+ --- -- ___- _ !+CI _---_ -- --- --_'-. -- --- I ----- I� +w N _ p'd O"II 00 D+ pm') UO X DO DO 30 00 DO DO DO X DO 00 30 00 00 _ O(J CJ n O(P U h n cn O O - CD O w O cn W O (n N Cn O CA cn cl CA bo -w N - -I 00 DO 00 DO DO 00 DO DO O(J (-n + Q � + D 8 6 CROSS SECTIONS 5 a v v 3 , 216Th STREET PATH NJ p , 2 � �� � ,..e.., , . ,.r.. . �:ansportation JOFs No. i DRAYS! CW CHECKED t��E L)e-vdopment Consultants Na ; D REMSIONS BY APPR. DAM JUNE , 20107 DESIGNED A,110 - t_. SFIEF 'EFERENCES . _CREBLK; rc001001; RECTORY PATH: P:\CARMEL\116th Street Path\XSECS\ E NAME 715 XSEC.dwg RD INT : 06—JUN-07-14:39:04 CW Ut+ N 6 00 QD _ DD J J O - O O O (.n C TI O _ - O CA (�I (D ' -- — — — N Ul N O a it- - -,- 01 ___ O _ DO Eat + N- 0 co 9 _ � CROSS SECTIONS 7 \ �� C) 1 �, 5 o �— ,� ,2 116TH STRE PA �� a6 .� tratyspc�rtatic�n 4 trt �i JOB No. DRAWN CWt` r ►lc F u u Consultant, - --fl �., CHECKED GJ P 3 i l NFER _ _. DATE JUNE 18, 2007 DESIGNED WFH APPR. TES: SHE' NO. DATE REVISIONS BY APPR.