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HomeMy WebLinkAbout136th Street Path - Oak Ridge Road Lq o LLJ > LLJ (D LLJ HONORAB E JAM BRAiNARD MA w C16 w F- U) L" D_ wx � w (c) (y) U) C) Z W PROJECT LOCATION Cl: LLj FRANKTON 691 CLINTON GO BOONE CO. ARCADIA 141 b b 65 SHERIDAN c) UL z 0 DO MORSE T ,IVII HORNTOWN RESERVOIR CD _j BIG , d ANDE7SON LEBANON ­_BtESVILLE LAPEL L C5 0 b 3 -4- (D ADVANCE WHITESTOWN PE�DLETON 0 CARMEL j, jr1l 0, GEIST J, RESERVOIR WDISONCn. nmr HANCOCK GO IMLSTOWNI ZIONSVILLE FISHERS BOONE CO, 7-" 465 ORTVILL -,`&E 41 HENDRICKS CO. MARION GO 1E ass ay MCCORDSVILLI LL 6 3 1.1 N ;_0 )W! M OAKLAND ON di hp C) 0 -<ANCH� NORTH SALEM j C) d 3i MA��" L F VRENCE BROWNSBU 40 t> INDIANAPOLIS U` g�p g, SPEEDWAY AVON o - ------ L 0 40 DANVILL C) , I GREENFIEL D 36 �e z CUMBERLAND I (_)O L Z2 NEW PALESTINE INL j v OCK CO. CLAYTON BEECH G OVE AM0 W, it SHELBY GO 110, k A PLAINFI MORR�� WES NEW�ON CTO b MARION CO JOHNS HENDRICKS CO. MOORESVI GR NWOOD MORGAN CO. M 70 rFAIRLMD' LA I NEW ND vl, BROOKLYN ,WHITE 1c, 4 3 _�� 6 17 -ell, 0 m I It ELBYVILLE �WHITELAND _BARGERSVIL'*- -�,�4�----- :0- L FRANK _Vo MARTIN SVILL�.� o� 65 APPROVED BY: ....... 4S TRAFALGAR 's d BOARD OF PUBLIC WORKS AND SAFETY 4 F1 ATROC IVER PARAGON 'R GON EDINBURGH PRINCES MO 11 SHELBY Cb. MORGAN CO. JOHNSON CO. BARTHET6`MEI�; MONROE CO. ti BROWN GO -- JAW JAMES BRAINARD CHAIRMAN TAYLORSVILLE -ViCiNITYMAP -LOCATION MAP- MARY ANNE BURKE MEMBER NO SCALE NOT TO SCALE LORI WATSON MEMBER c/) INDEX OF DRAWINGS SHEET NO. co TITLE SHEET & INDEX 100 < TOPOGRAPHIC SURVEY & DEMOLITION PLAN 200 PREPARED, BY: SITE DIMENSION PLAN & TYPICAL SECTIONS —400 GRADING PLAN 400 Q0 EROSION CONTROL PLAN DETAILS 500 MISCELLANEOUS DETAILS 600 Nr E. Ne >1 CROSS SECTIONS 700- 715 0 0 04 �A C) 19700381 0 > __j Z STATE OF LJ < ch� IND I Atk 0 20 Transportation & ANAL cn < Development Consultants LLI [I- MARCH 31 , 2008 U >_ 3417 SHERMAN DR. BEECH GROVE, IN 46107 (317) 780-1555 (7) 00 CITY OF CARMEL OrAl 136TH STREET PATH ES YOR 7 CERTIFIED BY: DATE I 'D C", I W U — L LLJ L�j O!� Y _j SHEET X c)E:i 10 L'i 0<­__ V z 0 /36 �4� c � �^ v O 40 - 0 40 80 0 N SCALE: 1" = 40' Gill a Fy W TING CONTOUR iNTER'v'AL = i' � _ _ O Q O PROPOSED CONTOUR iNTERVAL = i' A �' O O O 00 00 p O O + + + p O 0 Ip O ® x + W E-- r N Q �. N 0- w Z �.4`Plastic Pipes \ I- Asph. �� I I < W GEORGE P. HENN INSTR.#200200066485 woods / i---------------- ------- -- - -------- - -- ---- 10 D&U ESMT ----- �i �� �" �s I \ / ----- ------� - ----------- vi I I O \ `O -- --------� --- CL o I cwn o I I �Q °��'`�'� �" I CJ, ��Vy\ \ -ELBE N JILL M WAU H CONS ANCE LARK � INSTR.#200300110185 APPROXIMATE DELINEATION OF INSTR.#9333396 KENNETH R. AND ROBERT GARY & O r GEOR E W NEWTON SR I I I FLOOD ZONE 'A' PER FLOODWAY r { �• Q 3 � � I I BARBARA S BROUGHTON PAMELA A HUG I � oAT-sour .�� �s HUNTERS KNOLL HOMEOWNERS INSTR. 200400040001 I " 0; �� SHADED ZONED 'a' MAP #18057CO207F (FEBRUARY I INST. #856259 # INSTR.#200400041472 ,,, /'I ASSOCIATION INC. l \\ \ - �, \ 19, 2003) PRESERVE AND PROTECT BK. 348, PG. 797 I Q INSTR. 9006532 H ` \ \ \, C') I� EXISTING FENCE Q r� # \ \ Lij C) 1 } / REMOVE BUSH ,�, ,; mina ° � I I PERFORM CLEARING OF THE p CD WOODS TO THE RIGHT-OF-WAY. woods REMOVE EXISTING END �% > > ----_- --= - - -- I , SECTION AND SALVAGE \� •. ------------ � r i i i� -..i - � � O O i. i , J '.:-.;. > ., I . •- _ i .I '.I m OBI ! �.'A„y.- �� v TO BE RECONNECTED I I _ 1 r J Mulch ,� -1,...f j I�. :. ••�' � J� ,; . .. i � -�- --,..--,..__T.! °' O ----•t=- - - _ -_ -�--- - - -- EM 8 _ - k ., r I I'� ,-; -----'�� �.i � / Mulch REMOVE �� - -- O r 12"0 HE / RCP GF r / - -r- • 1 +- Mulch s . t w AND SA - w / Woods . ETU / z -.: - -- �30 BUILDIN L , l s,, p pn. _ z .� t REMOVE 7R ; ,, L.� _ � I r � !-. .. r_� --� - -- G LINE • . , : z s_ � _ ___ Curb Inlet / Asph. / ! a ., EE � ', a~ I � _ : I : ,� --- - - -i'..--.-1 -- - - - ��'� a - BE REINSTALL / � � � 1 - � c� o • Rim pev.-849.21 , . , -r i - ---1 L j :� / / � . . �� r - T /�� �_". �. Mulch 15 0 RCP o .-. - R _, •/ ED _ o o / _ � -, I .; � tM • I'. .-_=I . r woods / � � _ •ae n ).: f u - - - � Efev.=845.571 ❑ _ _- _ Inv. v. 4 / w �. _ ��_85i2 /.. -..,. ;• -- �. -,.-r-:w �... 1 ; I =:-. - o . I•. ',-: 'F-.. a - / � __ ! _ LU W.. 1 k -...-- ------ T ---------- Dohs.• - / G _ 'T_ I Cu Inlet Storm Mlet -_-_ _ L� u ° _ _ R OVE XI TING t- �_ a L Conk ( " __ F r - O o mm Elev.-849.35 "I I - ❑ ° y� ❑ ° -'z ❑ G _ I C' cV S G END Rlm Oev=851.78 --_� Asph. - J >n = s�� L��E / - o 12"0 RCP SETION AND SALVAGE 12'0 RCP l '--�---- -- - - - __ B / :\ I:' - _-. �' l ----- - - - v. Out I Inv. Out(W)Elev=849.11 -------- -- -- - -- --- --- ------ ----- -------------- - ------�---- - MB- LINE A (w) Elev=e4s.o3 TO BE R INSTALLED. _ - _ 136TH STREET REMOVE AND DISPOSE OF _-- �_ I l \ 06 cl� TREE AND LANDSCAPING Asph• � I _ - i a_ Curb Inlet ---- - - - - A - - R -s5227 ' 30' WATER LINE ESMT PER - -�- / 4_0R 12 ------ --------------- -- ------------ -------- - - - T_ _ R REMOVE, - - . -- � B6bK3 �AG ��b------ -------------------------------------------------------------- - ----------------------------------- -- ------- ------------ In In E Elev.=849.20 --__- s REMOVE THE I I Asph - Z ��/- --- nv.-Outs �a+{g. - ----- - Storm Inlet -------- E------ =------ - -- u----��-- / ,, ---- _-- - �- ----- 12' 0 RCP 16.5' EXISTING 1/2 R/W ------- _ ❑�E----E ❑H _ _ _❑He ----_ ❑He-_-- bHE oHE - _ @7€ - o c --- - ot,E --. ❑ ❑ i ONE - ❑HE °HE ` o - O - --- 5! - =2 Rim Elev.-851.23 _ �. I - "- _ G ---s �' / Curb Inlet =-___ = c, ---- --- - - - ---- -- ---- ------- -- oHE ---- 'HE cHE -- -- cHE ❑ OHE HE -------- Inv. In�FjElev.=846.37 - -- ---- e /❑Ht oHE ( T- �- �\\ % \\ ° \❑He oHe\\- -- _ Rim Bev. ' 6'0 EA9stic Pie °He []HE ❑HE - ❑He - Ee - ----- ----- --- - --- -- - -- --OHE f ---- -_ Imr irr(S)EIS" 846.88 Mulch s %/ 'y i Inv. In (E) Elev.-847.34 fir ` - -- J-`�" I------- -- !_- rS� \ r. �-- + / Inv. Out SE Bev.-847.32 r n o. /� = 1 4,',i - --- ( ) :Mulch ��� - Mich _ ------------------ -r--- . f --`f 3aaMulcha 's o ----� -- -------�- �� \ N/ vv \\ o I u} / I Curb Irdet ' Rim Bev.845.21 II �h Storm Inlet - '' / �\ R pF 9 !y s z'eRCP r'-� J / !h� - i Asph. / � Z p y Inv. out(S ESev=841.83 / Rim Elev.=85084 642` -5 Aeph. w 6 9 Iv - Storrs Inlet ��� 4 , w o I p Q J 8'0 Plastic Pipe #9 - ��I �I Rim De¢-850.56 Ld / // I %i MERIDIAN NORTH MEDICAL LLC Inv.In (NW)Bev.-84768 �� v ,,- �' %" - r� =; 6 0 Plastic Pipe a �'� I� r°� `� W Z Z INSTR. 200300062681 15' RCP -,E s r_�v Inv. In (SE)Elev.=847.86 �,, '.� '_ mux # Inv. In (NE)Elev.=845.61 vr'���z3 v `� `v'a, 12"0 RCP �` _ �, { �� F_ CD �CT� V> O I Inv.Out(S) Bev.-845.58 Inv. Out(W) Elev=847.33 1\ = N I / i rl -' >`I DIAMOND IN N LL / k` o - w�d D t2'0 Plastic Pipe `y Y '� INSTR.#200300050392 Mulch `" z �k.�' n Inv. In (NW)Elev=845.60 �. CL CL CL Q D] UTILITIES BENCHMARK INFORMATION EXISTING LEGEND Note: Listed below are the Indiana Underground Plant Protection Services Contacts; Others not listed may exist. B- fl POWERPOLE HOLEY MOLEY SAYS REFERENCE BENCHMARK: � POWERPOLE W/LIGHT CONTOURS SEWER WATER ELECTRIC STATION: -- -- EASEMENT "DON'T DIG BLIND" CITY HI CARMEL UTILITIES CITY OF CARMEL WATER UTILITIES DUKE ENERGY DESCRIPTION: DNR CONTROL STATION TABLET STAMPED "HAM 61 1989". ABOUT 0.5 MILES W OF CARMEL; LIGHT POLE RIGHT-OF-WAY 760 THIRD AVE. SW 3450 W. 131ST ST. 100 SOUTH MILL CREEK ROAD AT THE SPRING MILL RD. BRIDGE OVER WILLIAMS CREEK; SET ON TOP OF THE SE CONC. WINGWALL OF THE YARD LIGHT Y - EDGE OF PAVEMENT \ CARMEL, IN 46032 WESTFIELD, IN 46074 NOBLESWLLE, IN 46060 BRIDGE, 14' E OF THE CENTERLINE OF SPRING MILL RD., 0.6' SW OF THE NE FACE OF THE WINGWALL, 0.3' ® SIGNAL POLE - DITCH PHONE: (317) 571-2634 PHONE: (317) 733-2855 PHONE. BELOW THE ROAD. d FAX: (317) 571-2642 FAX.- (317) 733-2053 FAX: (317) 77 6-533 ELEV. = 864.794 � GAS VALVE FENCE CONTACT.- STEVE COOK 317 776-5330 (NGVD 1929 - ELECTRIC LINE N CONTACT- FRED COMBS MAILBOX _ z = CONTACT.• ED WOLFF ( ) ) _ _ E GAS TBM1 _ O GAS LINE m STORM CURB INLET - r - OVERHEAD TELEPHONE LINE r TELEPHONE FIRE DEPARTMENT MAG NAIL IN THE ASPHALT © STATION 12+31.7, 12.4' RIGHT OF LINE A.' w � VECIR�N ENERGY AT&T • ROUND INLET � w Li ® 16000 ALLISONVILLE ROAD CARMEL FIRE DEPARTMENT ELEV. = 849.75 - RTC --- RTC - UNDIRGROUND TELEPHONE LINE 5858 N. COLLEGE AVE. 2 CIVIC SQUARE O TELEPHONE POLE ---- WATER LINE P.0. BOX 17 IN 46060 INDIANAPOLIS, IN 46220 TBM #2 O TELEPHONE MANHOLE STORM SEWER W/MANHOLE & END SECTION � P.O. BOX 1700 PHONE (317) 571-2600 "IT'S THE LAW" PHONE: (317) 252-5134 WATER VALVE _________________� SANITARY SEWER W/MANHOLE PHONE.- (317) 776-5534 CONTACT' GREG CAMMACK FAX: (317) 571-2615 MAG NAIL IN THE ASPHALT STATION 12+53, 18.7' RIGHT OF LINE 'A.' CALL 2 WORKING DAYS BEFORE YOU DIG CONTACT KEITH SMITH ELEV. = 850.11 ® WATER WELL M `� TREE LINE 1-800-382-5544 FAX: (317) 776-5553 WATER HYDRANT cau TOLL FREE CONTACT.' DON PERDUE IBM L3 O � a { TREES & BUSHES PER INDIANA STATE LAW O EXCAVATE MAG NAIL IN THE ASPHALT @ STATION 19+79.5, 19.6' RIGHT OF LINE 'A.' ASPHALT r - CONCRETE ELEV. = 854.78 L- IT IS AGAINST THE LAW TO EXCAVATE � WITHOUT NOTIFYING THE UNDERGROUND I LOCATION SERVICE TWO(2) WORKING NOTE The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes t RIP RAP 3 3 DAYS BEFORE COMMENCING WORK. no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. MONUMENT FOUND The surveyor further does not warrant that the underground utilities shown are in the exact location indicated o although the surveyor does certify that they are located as accurately as possible from information available. The E U N surveyor has not physically located the underground utilities. v � v � £< , Zoo FLOODPLAIN INFORMATION GENERAL_ NOTES v o -�X{>O Z � ' 6Y�RA!'H!'C FL0777NG ONLY, THE MAJORITY OF THIS TRACT OF LAND DESCRIBED HEREON LIES WITHIN ZONE U co¢o° 'X' AREAS DETERMINED TO BE OUTSIDE 500-YR. FLOODPLAIN) WITH A SMALL PORTION WITHIN SPECIAL 1. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS SHOWN ON THESE FLANS IN ACCORDANCE WITH FLOOD HAZARD AREA ZONE 'A' WITH NO BASE FLOOD ELEVATIONS DETERMINED AS PLOTTED ON THE FEDERAL, STATE, AND LOCAL REGULATIONS. u FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, 2. CONTRACTOR SHALL LOCATE ALL UTILITIES AND REPORT POSSIBLE CONFLICTS TO THE EN I G NEER PRIOR CO Q COMMUNITY PANEL N0. 18057CO207F, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003. TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES. w z� Z J. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES UNLESS SHOWN ON THESE PLANS. w V) 4. CONTRACTOR SHALL PRESERVE AND PROTECT ALL MAILBOXES AND STREET SIGNAGE. w` z Z 5. CONTRACTOR SHALL PROTECT PAVEMENT FROM SCARRING DUE TO EQUIPMENT OR CONSTRUCTION ° w LLJ W PROCEDURES. ANY PAVEMENT DAMAGES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. X 1D OE:�i 0) co t\ c0 U-) .4F r7 N O Z SHEET 200 oc ° O O O O O O O O O O O O Ca O • c�j M O O O O O O O O O O O O O + + + + + + + + + + + + + � & ate = O It- N M Lo Cfl Imo- 00 O C�,I C`\I CV _ W � _ N Q X STR. NO. 5 STA. 17+81, 25.7' LT. "A" INSTALL MANHOLE TYPE 'L' WITH NEENAH CASTING R-1773-A STR. NO. 2 STA.14+00 23.6 LT. "A" OR APPROVED EQUAL AND 22 LFT OF 53% 41" CMP © 2.68%. INSTALL TYPE 'A' INLET WITH RIM EL. = 852.20 NEENAH CASTING R-3405 OR INV. IN(N) =847.68 Q APPROVED EQUAL AND 150 LFT OF INV. IN(E) =847.91 z 12"0 RCP @ 1.30% INV. IN(W) =849.06 Q RIM. ELEV. =853.05 INV. OUT(S) =847.68 z INV. OUT(W) =850.33 j w EX. D.S. ELEV. =848.38 w I ` I \ i 7 F------- \` LLI CL CL U d' \ ---- ---- STR. NU. 6 STR. N0. 7 �j vJ STR. N0. 3 I II \ STR. NO. 1 INSTALL 32 LFT OF 12"0 REMOVE AND INSTALL 8 LFT OF INSTALL 30 LFT OF 12"0 INSTALL 32 LFT OF 12"0 RCP @ 2.50% AND TWO(2) . I I O I I I EXISTING 12 0 RCP © 0.0%. RCP � 1.50% AND TWO(2) RCP @ 2.07%. CONCRETE PIPE END �F � CONNECT TO STR. NO. 5. CONCRETE PIPE END i \ EX. INV. =847.20 SECTIONS. D.S. ELEV. =847.91 SECTIONS. \! j (.0 D.S. ELEV. =846.54 U.S. INV. =851.60 U.S. INV. =852.00 *REMOVE AND RESET D.S. ELEV. =850.80 \� Q \ EXISTING CONCRETE END D.S. ELEV. = 851.55 T z v 3 SECTION. \�� `. 1 I� _ w� - - ------------ �p / \� Pi Lo Cl Of L'i ('� � -`..1'� --= INSTALL 25 SYS OF RIP RAP Q aazzO STA 0+96 --- i ,, ! res�e ,I ! I '' I REVETMENT, MAXIMUM 18" K ,-- �� dill STA. 11+1 40' /2 uj >. L) 00 0 K K K i K i , i \ O -- O _ ---- -- 'C77 - _ -. -. - - - 6 - - - - - - / - - _ ------------ -- -- - -- - - _ ------ -------------- ---- _ _ _ Q K _L --- -- s u--- ---_ __ -- -------- - ___ �._ _ _______________ I- t - • • • • • • • 25 • • -- ----------------- --------- -- T LINE 'A' 12�/ - -"-_ 12' - -� SPACING f--- 136TH STREET I LINE 'A' ' -- -- U Z STA. 17+98 STA. 19+31 ° -- - - - --- --------- =-.. -------- -------------- T , i _� Tom" ��___„,-,+----+-.;�_`--.�.�----�-.�_------�--- --�-------- ----- °---------------------------'"'------rr---------------------------- ----------------------- -- -�---�-------------------- ---�----�---- ti �� BM 2 16.5 EXISTING 1/2 R/W r --. - r I ,, _ f- - :-' r --- . !- -��- --- ---------------- --- -- --- ----'-- �--------- ------------------------^------^----------------------------------BP! \. \ \ � � /L9 45' 1/2 R/W -- ------------------------- ------rt----�--------------- f t, CONTRACTOR SHALL ;`� M 0 ti ;'` /;� / COORDINATE WITH z N °o uj - a VECTREN ENERGY FOR �.� ^ z z / CROSSING OF GAS MAIN. �� vd rn V) o /J a STR. N0. 4 INSTALL 31 LFT OF 12"0 RCP @ I ` ^ 3.50% AND ONE(1) CONCRETE PIPE END SECTION. _ 1 j' ; �• U.S. INV. =850.15 " D.S. ELEV. =849.06 - ' l/ J CONNECT TO STR. NO. 5 R/W MATCH EXISTING LEGEND MATCH i PAVEMENT GRADE -- - ---- - - ' 2% ---- EXISTING GRADE I x -2% 2% 40 0 40 80 E_' ASPHALT EXISTING CONTOURS STORM INLET VARIES r- 4 -� 2' TO 6� , 8' 40' VARIES SCALE: 1 EXISTING STORM LINE WITH END SECTION o o c o c o 0 o CONCRETE r----J " = TYPICAL PATH SECTION DETAIL 1 TYPICAL PATH SECTION DETAIL 5 EXISTING CONTOUR INTERVAL = 1' RIP RAP, REVELMENT, MAXIMUM 18in. ("O SCALE) ("O SCAM PROPOSED CONTOUR INTERVAL = I' STA. 10+79 LT TO 11+10 LT. STA. 17+7L1NE "A" 17+98 LT. LINE � PROPOSED LEOLEGEND R/W MATCH EXISTING c MATCH BACK OF CURB R/W �A MULCHED SEEDING I EXISTING GRADE GRADE I MATCH 2% 2% I EXISTING GRADE T EROSION CONTROL B,_ANKET (NORTH AMERICAN GREEN MATCH EXISTING SC-150 OR APPROVED EQUAL) PAVEMENT GRADE O CONCRETE CURB AND GUTTER VARIES 2' 8' 4' i \ MPX 2% �- 2% ____ C1 STRAIGHT CONCRETE CURB TYPICAL PATH SECTION DETAIL 2 r ENO SCAM 6' -F 8' y VARIES �- T 1%2" HMA SURFACE 9.5mm, ON STA. 11+35 LT. TO 12-1-14 LT TYPICAL PATH SECTION DETAIL 6 2%2" HMA INTERMEDIATE 19.0mm, ON LINE '4" ("O SCALD STA. 17+98 L T TO 18-1-48 L T 5" COMPACTED AGGREGATE ,#53 BASE, ON LINE "A" COMPACTED SUBGRADF_ (SEE DETAIL SHEET 600) R/W G 6" PCCP FOR DRIVEWAYS, ON MATCH 6" COMPACTED AGGREGATE N0. .53 BASE, ON c, EXISTING GRADE PROPOSED BACK R/W COMPACTED BACKFILL ,(SEE DETAIL, SHEET 600) ° OF CURB GRADE ui s _ 2% HANDICAP RAMP (SEE DETAIL, SHEET 600) � r 3.1 MqX MATCH EXISTING PAVEMENT GRADE - PROPOSED DITCH 2, 8' f2% - 2% ® STORM INLET a VARIES i ----------- s, PROPOSED STORM PIPE W,END SECTION ANT) MANHOLE Q TYPICAL PATH SECTION DETAIL 3 VARIES -��-Ir 8' VARIES EARTHWORK SUMMARY �"O SCALE) • CONSTRUCTION BARREL w STA. 12+32 L T. TO 13+52 L T TYPICAL PATH SEC77ON DETAIL 7 TOTAL VOLUME FILL = 147 33 cys - -_ -- - LINE "A" "0 SCALE) TOTAL VOLUME CUT = 343.89 cys BENCHMARK INFORMATION STA. 18f 48 L T TO 19+05 L T _ LINE 'A" BM 1- _ _11 R/W MATCH REFERENCE BENCHMARK: EXISTING GRADE PROPOSED STATION: SWALE GRADE DESCRIPTION: DNR CONTROL STATION TABLET STAMPED "HAM 61 1989". ABOUT 0.5 MILES W OF CARMEL; MATCH EXISTING R/W MATCH AT THE SPRING MILL RD. BRIDGE OVER WILLIAMS CREEK; SET ON TOP OF THE SE CONC. WINGWALL OF THE MATCH BRIDGE. 14' E OF THE CENTERLINE OF SPRING MILL RD., 0.6' SW OF THE NE FACE OF THE WINGWALL, 0.3' 2% PAVEMENT GRADE EXISTING GRADE :7 MAX �•� MPx ----- I EXISTING GRADE BELOW THE ROAD. p CD i ° I EXISTING SWALE C/L ELEV. = 864.794 (NGVD 1929) a 2 8 - �IU�ro VARIES VARIES 2% -� 3 1 MT IL IN THE ASPHALT @ STATION 12+31.1 12.4' RIGHT OF LINE 'A.' TYPICAL PATH SEC170N DETAIL 4 r' MAX ELEV. = 849.75 I_� m a cn< ("O SCALE) VARIES - -1- 8' - VARIES IBM #2 is STA. 13+52 L T TO 14+18 L T MAC NAIL IN THE ASPHALT @ STATION 12+53, 18.7' RIGHT OF LINE 'A.' a 'ro ELEV. = 850.11 STA. 14+34 L T TO 15.69 L T TYPICAL PATH SECTION DETAIL 8 Q STA. 15+83 L T. TO 16-1-78 L T (N0 SCALE) TBM3 N STA. 19+22 L T. TO 19+71 L T m r- (D ,n � N o LLJ STA. 16+90 LT. TO 17+61 LT. LINE "A„ MAG NAIL IN THE ASPHALT @ STATION 19+79.5, 19.6' RIGHT OF LINE 'A.' Z o Q Z LINE "A" ELEV. = 854.78 3 0 ,,, z- SHEET W Li wo xo17:2 O oG CD N 40 0 40 80 I- M E L� SCALE.- 1" = 40' > ff ui CXISq,VG CONTOUR Itq'7-ERVAL = 1' PROPOSED CONTOUR INTERVAL = I' C:) C) C:) C:) C:) C:) CD C:) C:) O C) C:> C) O C) (:D C) c-Z) cz:) C) O c:) CD CN m L0 Co 00 a) C) CN CN :Z LLJ F_ Llj LLJ C) j CONNECT-. O F858.51- \ CONNECT TO 858. 6.347 25 LFT OF T OF 8 F5 4K 857.54 EXISTING NT 86 LF EXISTING DITCH 14 LFT OF 85614 857�46 STR. NO 3 30 LFT SWALE ® 2.60% SWALE @ 1.24% 859.72 SWALE @ 1.36% OF SWALE @\5.13% 14 LFT OF 42 LFT 0 82 LFT OF 50 LFT OF \ \, _jj SWALE @ 3.37% SWALE @ 1.30% STR. NO 2 SWALE @ 1.0% SWALE @ 0.79% STR. 0 7 859.64 57.65 , TR. NO 1 R. NO ui 'T 7�= Mbf.23 :z Y-) U) L 0 1 4, of uj STR-., N F_ -T J 5 7 4_ F851 361 41 , g r-M.38 STR. 4 845.00 A846.54 / � /; / g.*'R^ i 851.55 co 7 2 CD 2%j 7. %1 2%j 2%1 2 853.83 ------- 851.60 EK MECT TO a_ 0 ----------------------------- --- F854-361 4 ---- ---- 2�0 -------------------------- _J ------------ ----j• 8 .59 4_ ----- G-EMN 854.9 27 --------------- -------- 853.70 853.05 85 .00 853.09* \\\ `\ 6 "85046 853 :z .19 m C) STR. NO 61 ------------- ------------------------ ------------------------------------------------------------------------------------------------------------------------------------- ---------------- ------ r4 --------------------7- ­��--------------------------------- REGRADE 50 - --------- E - -------- LFT OF SWALE @ 2.44% Q) L9 7- -- ------------------------------------------ ill M L�j 11 '41 C) LU V) Q < L'i ol 6) c_G�l D p A.' LEGEND . . . . . . >_ cn F8_60.0_01 TOP OF CURB 1859.50 EDGE OF PAVEMENT PROPOSED ELEVA TONS ASPHALT IN I X FINISH GRADE F8 6-0-0 01* PROPOSED ELEVATIONS CONCRETE 860.00 k 1859.50 * (TO BE FIELD VERIFIED) STORM INLET EXISTING CONTOURS END SECTION - CURB HEIGHT SHALL TAPER FROM 050.0'IN 6 LFT BENCHMARK INFORMATION REFERENCE BENCHMARK. cn 5 TA Tl ON: 0 cn DESCRIPTION.- DNR CONTROL STATION TABLET STAMPED ".HAM 61 1989". ABOUT 0.5 MILES 'W OF CARMEL; 5; Lu AT THE SPRING MILL RD. BRIDGE OVER WILLIAMS CREEK, SET ON TOP OF THE SE CONC. ININGWALL OF THE BRIDGE, 14' E OF THE CENTERLINE OF SPRING MILL RD., 0.6' �4 OF THE NE FACE OF THt. WINGWALL, ().J' BELOW THE ROAD. U) ELEV. = 864.794 IINGVD 1929) TBM ji MAC NAIL IN THE ASPHALT 0 STATION 12+31.7, 112.4' RI BHT OF LINE 'A. ELEV =- 849.75 Li Li LLJ TBM #2 MAG NAIL IN THE ASPHALT @ STATION 12+53, 18.7' RIGHT OF LINE 'A.' U) ELEV. = 850.11 -S (D TBM JJ MAG NAIL IN THE ASPHALT @ STATION 19+79.5, 19.6' RIGHT OF LINE 'A.' o ELEV 854.78 U Trn U ft� C) LLJ < E zc6 E 0 ><1__J 1�_-cjo� L M u CD< J < . . . . . . . . . .< ALL PAVEMENT PATCH AND CURB AND GUTTER REPLACEMENT SHALL MATCH EXISTING U GRADE AND SLOPE. L N`✓ Au -_rSWA .�O5 W Ld °Q 400 LLJ u SHEET bi Li Lj 0 X cil ° CD CD CD CD CD ° C:) ° ° - $ o CIO L0 ° ono CY) ° I I w I --- ---_-------__-- - -- -- oso _---_-_-4 - - _ 1 I 5 L�yJ In V\% I r r\ 1 1 l , Of � ' � I oo �I Nr U) L ____ l I 117 CO I ti 1-- I I \ /'_-- v 1j .I ` I :I •♦,.� I I � , lJ s. 1 -vim - 1 y - 1 - f •. r ., IL _ \ ( 848.36 FF -r ','� ._ - / ..,.. .., • - _. :. - ,.: cat-. . -_ ,: I - ,. :�_. II r - x v t --�- do , I, » . , . Cpnc l UJ \ _ , I ' LINE ;'A' I A ' _ z Z Uj -- ------ - A Asph. _ - \ C -_ -- - LINE ' ' A A -�-- - \\ w I >; 136 TH - ------- _ _ -,----� - r STREET _ __-- J_ ---------------------- I I Ash _ _ - -_-_ -�v - ,-� _.-.- � •„_ "r!4� _---_ �-__-_�1.-__ - -. � .... I ___ -_---.--- 7HI... � I 16.5' EXISTING 1 2 R W ---- �-\ ---- ----^ ��� r / -. �, , .n.:;-., „. LL U) 5 CD / - -r-- - •---- - ------ ------------------- A - ------ -- \ ---- o f �/ 45' 1/2 R/W - _ r -` -- --- I---t------- `\ o cv Li r -� o o � `. LU m o , 1 I i y i Vol / { �,,f r t � 9 " oo U_ 6 �' Z W M O r_ J ►- O _ Q c9 40 _ 0 40 80 RAF CURB SCALE: 1" = 40' 1" REBAR FOR BAG OPENING FXIST.NG CONTOUR INTERVAL = 1' REMOVAL FROM INLET . PROPOSED CONTOUR INTERVAL = 1' (REBAR NOT INCLUDED) z Q OPTIONAL OVERFLOW 300 FOAM 275 CONSTRUCTION SEQUENCE& SCHEDULE OF EROSION CONTROL IMPLEMENTATION TEMPORARY SEEDING DATES PLACE THE END POST OF THE SECOND SILTSACK®- 250 iII III JAN FEB MAR APR MA JUN JUT_ AuG SEP OCT Nov DEC - �- - FENCE INSIDE THE END POST OF THE \ _ Pre- Construction Activities WHEAT OR;RYE li V G'Gc LEGEND >- DUMP LOOPS 225 11 11 - J m FIRST FENCE -� IIII 1. Designate the person responsible for complying with the onsite storm water pollution prevention Ilpl' - --- - - REBAR NOT INCLUDED " M SPRING OATS all( ) CD 200 T� i plan. Coordinate responsibility for completing the site reviews after each Y2" rainfall and/or a Z i9 minimum Of one time per week. ANNUAL RYEGRASS it o ROTATE BOTH POSTS AT LEAST 180 DEGREES DEPTH = D W 175 2. Notify IDEM Rule 5 coordinator 317-233-1864 and the Carmel Stormwater Administrator, MULCHED SEEDING IN A CLOCKWISE DIRECTION TO CREATE A J ��� Y ( ) o0 TIGHT SEAL WITH THE FABRIC MATERIAL W 150 i�l Amanda Foley (317-571-2441) within 48 hours of starting construction. Schedule a PE MANE T SEEDING DA ES LENGTH = L 11 pre-construction meeting with Amanda Foley at 317-571-2441. � 125 II -r--� O 3" Post the contact information at the construction entrance. Include a co of the N01 and the ' PY DRIVE BOTH POSTS ABOUT 10 INCHES a ° J 100 contact information for the onsite person who is responsible for implementing the storm w r NoN-IRRIGA>FO n;n a ` n �� > ; ';,i; EROSION CONTROL BLANKET WIDTH P P ate / P 9 ' 5,v r, '.'o INTO THE GROUND AND BURY FLAP a D H W (q 75 pollution prevention plan. The SWPPP should be onsite and weekly site reports need to be RRICATED '' » (NORTH AMi:=RICAN GREEN SC-150 OR APPROVED EQUAL) available within 48 hours of a request. 50 I� DORMANT SEEDING 25 1 II ,II'I'' Installation of Perimeter Storm Water Pollution Prevention Practices IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL '' r REVETMENT RIPRAP (SEE DETAIL THIS SHEET) ATTACHING TWO SILT FENCES II III Ir 1. Prior to installation of the sewer the following practices on this site need to be installed: ■ EROSION AT TIMES OTHER, THAN IN THE SHADED AREAS, ° � a FT 4:1 3:1 2:1 1:1 LOW MED I I a. Install construction entrance, fueling area, port-a-let, solid waste bin, concrete washout USE MULCH. (HIGH facility and staging area" * -LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS EXISTING CONTOURS 4 FLOW FLOW b. Install perimeter silt fence as shown on this sheet. IF MULCH IS APPLIED, a SLOPE GRADIENT CHANNEL CHANNEL C. Install fabric drop inlet protection, silt-sack inlet protection, and temporary rock check ** LNCREASE SEEDING APPLICATION BY 509: AND dam ❑ SILT FENCE SLOPE CHECK 10' MIN. SHORELINE 2, Land disturbance will be kept to a minimum until these practices are installed. TEMPORARY SEEDINGS SILT F 3 NWS-E OR APPROVED EQUAL) 1.5'- 1.5 KIND OF SEED PER 1,000 SQ. FT, PER ACRE REMARKS (SEE DETAIL, SHEET 501) SILTSACK CATCH BASIN FILTER DETAIL O 20" Proiect Construction 6HEAT OR RYE 35 IBS 2 BU. COVER SEE) I°TO 1 112"DEEP T SPRING OATS 23 LBS 3 BU- COVER SEED I'DEEP •........••.•.• 1. Perform clearing and strip of required topsoil, and haul off-site. "' CONSTRUCTION LIMITS N dII 1 x ANNUAL RYEGRASS 1.0 LBS. 4_ LBS. COVER SEED 1 4 DEEP- , r III II 11�iIIIN"r N 2. Install storm sewer and asphalt path per plans. v x x v �x x`� x III'lIH a. All dewatering activities required for proposed improvements installation shall be completed * NOT NECESSARY WHERE MULCH IS APPLIED. Col TEMPORARY ROCK CHECK DAM kr T 1 ROCK CHECK DAM o 3' o J� x g with use of a SC-DW 46 Z FloGoiI Dewatering Bag or approved equal. The dewatering (SEE RAR THIS SHEET)C � 1.0 'I 3'� _ I � bag shall be used and maintained per manufacturer's specifications. 9" MIN/24" MAX ° ALE x x 1 I., J. Temporary seeding shall be completed within 7 days of backfillin the pipe in all areas to receive B 5' MIN. � 2 ° ° ° ° ° 0 1 I � � P Y 9 P Y 9 P P O DROP FABRIC IfJ!_ET PROTECTION 1 o x x x III, mulched seeding. Nursery seeding shall be installed within 7 do ys of final restoration and grading SEEDBED PREPARAEION (SEE DETAIL ?INL SHEET) a,1,'" of these areas. N 1 STAPLE 1.5 STAPLES APPLY LIME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. O SILT-SACK INLET PROTECTION o 2 STAPLES 3.5 STAPLES P APPLY 23 LBS. OF 12-12-12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER (SEE DETAIL Tr;IS SHEET) s FLOW ° ° ° ° ° ° � FLOW SYD PER SYD PER SYD PER SYD Post Construction Activities 1,000 SQ. FT (APPROXIMATELY 1,000 LBS. PER ACRE' OR FERTILIZE ACCORDING w 1• Stormwater pollution prevention practices should be reviewed and maintained as needed to keep Lj EROSION CONTROL BLANKET them effective. Sediment will be removed from al/ sediment control practices after the site is TO TESL APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN =1I 1-1 f 1 I ,III 1 III-I I� III-III-IIII J �I f-III-III-III-i I_-III- 1-1 I_�I 18" MIN. DEPTH OF # 8 REVETMENT STAPLE PATTERN DETAIL permanently stabilized, ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. END SECTION AGGREGATE RIP-RAP DITCH 2. Review all disturbed areas for final stabilization. A uniform cover of 70%perennial vegetation is WORK THE FERTILIZER AND LIME_ INTO THE SOIL A DEPTH OF 2 TO 3 INCHES 18" MIN. REVETMENT ���� required. WITH A HARROW, DISK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS RIPRAP OVER RIPRAP DETAILS ROCK CHECK DAM ( A ) J. The contractor will remove the temporary erosion or sediment control practices as the watershed POSSIBLE. GEOTEXTILE FABRIC �� for each practice is permanently s FERTILIZER AND LIME SHALL MEET REQUIREMENTS OF iNDOT NOT TO SCALE NOT TO SCALE PERMANENT SEED MIXTURES P p y tabilized. SEEDING RATE SITE SUITABILITY STANDARD SPECIFICATIONS 1995. SPECIES SUITABLE pH w SEEDING LBS ACRE LBS 1000 SFL DROUGHTY DRAINED WET a LEVEL AND SLOPING, OPEN AREAS --- ---- -- WOOD, METAL OR ? Q SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA WHILE ----- SYNTHETIC FRAME TALL FESCUE 35 8 5.5 - 8.3 2 1 2 -- o BURIED SOIL W w w SALT CONSIDERING BEST SEEDING DATES. ADDITIONAL EROSION CON TROL MEASURES v PROVIDE CROSS z 2 z W ' z z Q o FABRIC BURIED RED CLOVER FESCUE 55 12 5.5 - 8.3 1 o N ow �° °o W W coNDITioN Q _ Q _ w Z o w W o TOLERANCE MAY BE REQUIRED BY STATE OR COUNTY BRACING WHEN w a NECESSARY WET NORM DRY c=., o d o � o z _ o w GEN. SOIL SPRAY OFFICIALS. GEOTEXTILE ,� KENTUCKY BLUGRASS 15 4 5.5 - 7.5 2 1 - - COMPACTED FABRIC Q CREEPING RED FESCUE 15 4 CREEPING RED FESCUE z° FILL FESTUCA RUBRA 2 1 2 1 1 1 MED. 1 20-25 12-18 7­21 S in Lij STEEP BANKS AND CUTS KENTUCKY BLUEGRASS "- - - TALL FESCUE 15 4 5.8 - 7.5 2 1 2 _ KENTUCKY BLUGRASS 25 6 POA PROTINSIS 2 1 2 1 1 1 MED. 1 25-35 12-18 10-20 MT s o w i �� �- TALL FESCUE o �` _ TALL FESCUE 35 8 5.5 - 8.3 2 1 2 1 1 1 1 1 LOW 1 24-35 24-3 5-14 T 3o EMERALD CROWNVETCH ** 10 25 FESTUCA L ARUNDINACEA Q E �' lm\ _ _Q � LAWN AN HI H MAIN NAN A A PERENNIAL RYEGRASS MED p D L� ��LOLIUM PERENNE 2 1 2 - 1 2 2 15-20 12-18 5-10 MT J oC � ,, KENTUCKY BLUGRASS 40 9 58 - 75 2 1 HIGH I m ��� '% INLET CREEPING RED FESCUE 40 9 � �� NOTE." CROWNVETCH 1 1 2 - - LOW 1 5-10 24 14-21 T M a_J L o a THE FRAME SHALL BE WRAPPED WITH ONE PERENNIAL RYEGRASS 170 24 5.0 - 7.5 1 CORANILLA VARIA BY GRAPHIC PLOTTING ONLY, THE MAJORITY OF THIS TRACT OF LAND DESCRIBED HEREON LIES WITHIN ZONE •o M CONTINUOUS PIECE OF GEOTEXTILE FABRIC (TURF TYPE) RED CLOVER X �,no (AREAS DETERMINED TO BE OUTSIDE 00-YR. FLOODPLAIN) WITH A SMALL PORTION WITHIN SPECIAL o TRENCH DETAIL SECTION A-A AND A 2' OVERLAP SHALL BE PROVIDED. 170 4 5.5 - 8.3 2 1 2 TRIFOLIUM PRA TENSE - 1 - 2 - - MED. 1 7-10 18 5-10 S S FLOOD HAZARD AREA ZONE 'A' WITH NO BASE FLOOD ELEVATIONS DETERMINED AS PLOTTED ON THE TALL FESCUE Q 3' MAX FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, COMMUNITY PANEL NO. 18057CO207F, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003. FRAME DETAIL 1-PREFERRED 2-WILL TOLERATE ** - INNOCULATE WITH SPECIFIC INNOCULANTS RANKING SALT TOLERANCE (TO BOTH SOIL SALTS AND SPRAY) M N o Z r w FABRIC DROP INLET PROTECTION DETAIL BO 1 coop r - TOLERANCE Z ow�Z LLJ 2 MEDIUM MT - MEDIUM TOLERANCE o Z Z NOT TO SCALE - NOT TOLERANT S - SLIGHT TOLERANCE w ww° 500 x o 1� SHEET � � M O c s O -- c.v 5 chm �— 10' MIN. — - 1%2 HMA SURFACE 9.5mm, ON 6» PCCP FOR DRIVEWAYS, ON ail -Z F - W 6„ 2/Z" HMA INTERMEDIATE, ON 5" COMPACTED AGGREGATE #53 BASE, ON 6" COMPACTED AGGREGATE NO. 53 BASE, ON 6" l'-10» 6" 5' MIN. OUTLET PIPE . w COMPACTED SUBGRADE COMPACTED B-BORROW BACKFILL (D ~ (95% MODIFIED PROCTOR) 18" MIN. DEPTH OF END SECTION W 6 6" MAX. REVETMENT TYPICAL ASPHALT PATH SECTION O W W RIPRAP OVER RIPRAP DETAILS K TYPICAL CONCRETE DRIVEWAY SECTION NOT TO SCALE NOT TO SCALE GEOTEXTILE FABRIC NOT TO SCALE w � PLAN VIEW " Qc) co O � � _ v � 1-8 TC GRADES TO w � 24" THIS POINT 6„ �j y 18» 6» ui 3" TOPSOIL 1L -- R2» TOP SOIL ' FC GRADES TO z z --- - — ---� �r THIS POINT cl) MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT DIA. UNDER PAVEMENT. � 314" - -- �- Q 6 24» ------ 6 3/4 WITHIN 5' OF STREETS WALKS AND CURBS EXISTING GROUND 22„ r �./ OUTSIDE 5' OF STREETS WALKS AND CURBS BACKFILL WITH B-BORROW OR EQUIVALENT °z BACKFILL WITH CLEAN FILL MATERIAL FREE OF AGGREGATE MATERIAL. (MECHANICAL COMPACTION COMPACTED SUBG I RADE BITUMINOUS PAVEMENT u- 8" 8" ROCKS LARGER THAN 6" DIAMETER OR TO 95% STANDARD PROCTOR DENSITY.) EXTRANEOUS MATERIAL. O o Z----� C U CONCRETE CURB AND GUTTER ELEVATION VIEW NOT TO SCALE I-� 6" a_ NOTES: Q INLET TYPE 'A' ALL BEDDING & INITIAL BACKFILL SHALL BE MIN. 1.25 O.D.+12" NOT TO SCALE INSTALLED IN 6" TO 12" BALANCED LIFTS. I STRAIGHT CONCRETE CURB U ° z MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH NOT 7O SCALE o 0 O.D. SIDE OF THE INSTALLED PIPE. Y O.D. MIN. 2' SEPARATION (O.D. TO O.D.) SHALL BE REQUIRED (ONLY IF OUTSIDE 5' OF BETWEEN DUAL PIPE CULVERT STRUCTURES. STREETS, WALKS AND CURBS) �3�N d L9 PIPE INSIDE DIAMETER < 27" 30" TO 60" BEDDING BELOW THE 3 4 4" MIN. (BELOW THE BELL) a0 ,� 6 PIPE BELL, 'd' (MIN. = 4') (MAX. = 8') Z W Q J r- (D _ Q "B" BORROW OR EQUIV GRANULAR MATERIAL w V) a ° Z COMPACTED TO 95% STANDARD PROCTOR DENSITY N ? 31 C-3 s z o'°F RIGID PIPE BEDDING DETAIL 0.4»-o.s" 4:1 FILL sLOPE O RCP AND VCP PIPE % 02" NOT TO SCALE RIPRAP TO BE PLACE ON 0.9'-1.4 PIPE CONCRETE SIDE SLOPE WHEN a CULVERT END SEC77ON CALLED FOR ON PLANS. - } - - SECTION A-A NOT TO SCALE COMPUTED LENGTH OF CULVERT TRUNCATED DOMES USED IN DETECTABLE WARNINGS r PA K LENGTH OF CUL VERT END �EC77ON °O NOT TO SCALE LENGTH (D) SLOPE DETAIL NTS 12" C-C MAX. SPACING HOOK BOLTS -T 0' TO 6'-6" 8,-0" 0' TO 6'-6" SEE SITE DIMENSION SHEET FOR 9" SLOPE 12:1 MAX SLOPE 12:1 MAX VARIABLE SLOPE 12:1 MAX CAS77NG TYPE (SHEET 3C0) I-- o Y 2'-0„ PAVEMENT PRECAST CONC. MANHOLE 8" MAX CLASS "A" CONCRETE f O ---- -� �---- E + 2T - R SECTION B-BO DIA. ;� 6" MIN. -� 8'-O" ------� If 6" MIN. " " SECTION A-A . Z SECTION Z-Z ° ° a w NTS O CLASS ACONCRETE — O � z DETECTABLE WARNING ELEMENTS . o Ui � w DIAM TER ~ P SETTING BED Y I CONCRETE BASE INTEGI CURB d � + a �, Y 6" I� PA TN SLOPE 12:1 a RAMP PAVEMENT w � PLAN VIEW �� d NTS I "I R. / R. o RAMP CONSTRUCTION DETAIL !� MANHOLE TYPE 'L' "�-MANHOLE BASE SET ON NOT TO SCALE 6" OF#8 OR #2 STONE. 12 O SECTION Y-Y w/ �N m NTS P v PRECAST CONCRETE END SECTION DETAIL £J dLj- �_I Uq Q QJ N U O Pq X SIDEWALK CURB RAMP ��Q ��Q o NOT TO SCALE U(n!o LLJ �W OC W� d Z W Lj cn < lwi�U Z O) O WWWW� Eke N�__j af X 1D C.� SHEET 70100 60 00 50-00 404! 00 30 - - - - 00 20; 00 10.;00 30100 - - 40 I 10.100 20 00 00 50100 60:00 7000 M 00 60!00 50,_00 40 00 30 � - 1 00 10 00 00 20� 10.j00 MOO 30: 00 40100 50! QO 60 00 70100 I I II I I I � I i I I II I I I I i i 1 { I I ! I I � 1 I I I I I II 1 I I - _ I ! I I I I I - I 1 j 855.00- ,I I I I I I I I I ; I I I II I I I -- I 85 MO I j 12 - - 850-. 00 ---------- I 12 I I I I 850-00 � I I QQ - ! - - I I I I I I 1 . I_-,�---_------_-�I I _ I - I I i 841 50Q.�000 0 11 I I I I! I I !I I I - 1 I I I I I --- - I I i j I I I I I I I I I I�� 1 I- I I I I 1 II Q Q 8 4 5� 0 0 ------------ -- 847.31 845.00 00 Qo DESIGN E R TH WORK 00 00 FILL AR A =3.01; CUT AREA =5.82 845. 00 VF 4.86 DESIGN E RTHWOR K VC 4.76 84Q. 00 FILL AREA =O.OGI Of w CUT AREA =8.021 VF 0.00 VC 3.71 85Q Q0 0. 0 Q 85Q00 ------ I I I� I I I j , I I 1 I I I +1 0 I I i-I I --88--- 8 -4.4-5 0 5..--0 Q. 0 0 0 0 I!I I I I - - -- - !I II f I I I - I I I ! !I I I 5 7 5 I J I I I I 1 _ , r 1 I . +I , I i - I I I I I i i II I I I!I - - I I I I a I I I -- -- i II-I I ! I I I j I I, I I I } 'I I I i � -- _ ' j I I I I� j - - 0 1 i I I I I I 17 1 5 10 845. JC _ ---75 845.00 184 6.79 7 5 DESIGN EARTHWORK---- --- 8 40. 0 0 FILL AREA =7.48 CUT AREA- 4 46 VF 3.9 5 DESI GN EARTHWORK V C a.53 FILL AREA -0.00 CUT AREA 0.00 VF 0.00 V C 0.00 S 5 5. 00 8500 850. 00 5c 00 8J 000 10 L---- ---------- 10 50 50 50------_ - 4 5.0j x 840_ 00 DE SI GN E RTH WORD DESI GN RK FILL AREA 0.00 840. 0 FILL AR A =1 .05w CUT AREA 7.491 ICUT AREA _0.001 VF 0.00 VF 0.71 VC 0.00 VC 6.99 (355. 00 85-5 0 850. 00 850. 00 85 2025 - 84 00 _ - 10 8 45. � 25 845. Q0 25 DESN E RTH WORK D ESIGN E RTHWORK 84 00IFI LL AREA =0.00 - S40. 00 FILL AREA 84000 CUT AREA 7.60 CUT AREA VF 0.00 VF 0.23 VC 0.00 VC 7.23 + + + w II 1 1' I I j I I I I I - 70: 00 60 ' .00 50,00 40.00 30.00 20 00 10.1:00 - - 10. 00 20.100 30 00 40. 00 50:00 60. 00 70. 00 70 00 60.00 50 00 40 00 - 00 60 � 30. 00 MOO 10..,00 � 10.1,00 20 00 30 00 40 00 50 00 70.00 - I M100 60 100 50 00 30. 00 I 604100 I I � - I I I 00 20 00 10. 00 0. 00 40100 50.00 70 00 70 00 60: 00 50, 00 30: 00 40 00 50, 00 601100 MOO a i 40 00 30:00 20 i II 100 40 00 30a 00 20 00 10!1100 10. 00 20, 1 IIII 'I II Ili I' ICI I 1 I i 1 I i I - 00 8� 0 -- - -- 860_ II 00� I I I � I � ' I II i II I I I _ _ I I I i I l _ I I II 8L,c_�5. 00 I 11� 1+4 L - - _ _II -I -- 1 ----- 1 _ ------_ \ I I, 1+4------------------- 25 25 853.4 8 50. 00 DESIGN E RTHWORI w FILL AREA =0.171 BUT ARE _18.0 860. 00 B60. 00 VF 0.12 VC =T 2.29 8 55 00 8),60. 00=_-- 860. 00 --------- 13 13 - ------ --------------- ----- ---- -------- -00 -------- 850. 00 00 8 . 00 14 855. 00 14 DESIGN E RTHWOR 00 FILL ARE =14.2 00 849.03 _------- ------ - CUT AR _A =1 .31 8,50. 00 : I AREA i II 1 i 85- 0VF 0.87 _ 00 853.05 D ESIGN EARTHWORK 1 .50 ',FILL =0.08 CUT AREA =8.53 VF 1 .52 VC 8.08 8 5 5_0 0 8 6 0. 0.0 860. 00 -------- ---- `----- 12 12 ------------ --------- ----- -- _��_----- 1 li I!i I, I III it I I + I I I I I-I II I i --------------- -- - - -----------I I I II II I�11 I I f - j I 11 IIl j I --- ---- 850. 00 7+5 I I -88 -�75 8 50. 0 0 0. J,13 Q II I Il 1 I I 1 I I I I - -w \ \I II I I - 'Ii I I III�II II I --- ---_----__ ---- - I K 1 1 II 1I I - - I I �I ---- -_--- -------1 I 1 1 ---- --- -�-_ 1 I I r l II 1 j 1 -8888--565- -- 005- -.-.Q-000- -1 i I Ill I��I 1+3 DESIGN E RTHWORK 75 75 848.71 FILL AREA =9.251 845 00 853.45 OUT AR A =1 .93 8 4 � 8�0� 0u D ESIGN E RTHWORK wI VF r 0.22 VC 1 .65 FILL AREA =3.21 A _8.93850.01 VF 6.38 9 VC 5.2 855.00 855- 0Q 860. 00 12 ------------------- -- ---5 ^ -------I-------- 1 2 ----- 8 0u 13 50 50 ± --------5 0 50 DESI GN EARTHWORK 00 845. 00 DILL ARE =12.8 850_00 CUT AREA _1 .64 DESIGN EARTHWORK wVF 5.94 FILL ARE =10.58 VC 0.76 CUT AREA =2.51 849.68 VF 9.84 VC 2.75 855. 00 855. 00 860. 00 60. 00 12 12 8 x. 00 8 . 0 0 --- ---- - �- ------5 ----- ____ - 0 � 25 13 ----------- ---DESIGN E RTH WORK 2 5 ---------------� 2 5 84 . 00 FILL AREA =0.00 84 . 00 8 50. 00 850. 00 CUT AREA =0.00 DESIGN E RTHWORVF 9.19 .6 I j II it '1 I I I I I I I I ILL ARE =10 VC 0.02 849.36 CUT AR A 3 .42 VF =11 .53 VC 2.19 - ' 00 50 00 40 00 MOO 20, 10.100 20 00 30 00 60 ' 0 0 70. 00 MOO 60 00 10.100 10.100 20 00 30. 00 40 : 00 50 00 60100 70 00 00 10.100 100 40 00 50, _ - 4 0 30.00 20, - - - ; - 01100 �, 7000 60100 50100 40 100 304 00 204' 00 10.1,00 101:00 20100 30�00 40100 50:00 60.00 70100 70] 00 60:00 50]00 4000 30�00 20 00 10.00 10:1100 20; 00 M00 40100 60 00 70;100 ii II II I I I . _ � 860400 860.00 -866x001 II � I - _ _ - - - - -� 15 15 - - _ _ ! - - -- 885. 00 16 85 00 16 858. + 85 . 00 - _ _ _ _ 50 r � , , 50 + - - -- - - -- -- - - - _ 1 + I - 850.00 ._ -850. 00 :I _ I -- � 8� 0.00 850. 00 �- - - DESIGN E RTH WORIK DESIGN E RTHWOR K w 851.47 FILL AR A -0.281 - I I �, X I II I II 2.21 I CUT ARE =21 .3 - j IFILL AR A CUT AREA 4.771' I ' I I VF 0.16 VF_ 1 ._82 - - - VC ==4.91 VC =18.37 I I i I 866. 00 860. 0 F �. OJ 860, 00 - _ I I _ - 5-0 I I � 16 `�5. C'0 15 16 _ �� 858.00- - - - - - _ _ _ - _ - _ _ - - - 8� 0 15 -� M 25 25 50 _ _ - - - - - - - 50 I _ - - - - � 1 I 854.93 K-) JJ. Jo 1 850. 00 - 852.26 DES1 Get EARTHWORK - 8 5 . 0 0 w� DESIGN EARTHWORK "� w FILL AREA =0.07 IFILL AR A _1 .72 1 I �U TARE = 18.3 I II II CUT AREA =5.821 VF 0.24 1 -- - - 1.70 t VC 3.70 VF � 1 1 � f VC 6.50 I I I, I I 11 . 860 00 --86.0.00 1 - -- - _I - 8.60.00 -880. 00 - I I ' -� i G - _ -� _ _ 55. 00 855 00 16 15 858. 00 - ! - - 8 16 00 � _ 25 - -- - - - - -' - - - - ! 25 - - - ---ti_ - 854.62 - - 853.11 850. 00 - 8 0. 00 _, 050. 00 DESIGN E RTHWOR - 850. 00 wI DESIGN E RTHWORIK wI 1 FILL AREA 0.45 'FILL AREA =1 .95 1 BUT ARE ---11 .2 VF = 0.44 _ IICUT AREA -8.2 - VC 8.84 F 1 .31 V II II i 1 i � li VC 8.70 1 1860- 00 I I ' I I - - I 14 _ 1+4 _ - _ -- I I I I 1 I I, I i I I I _ , - _- r -- 1I11 1 II I it I 1 , -. X. . 0 8 . III 1 1 85500 +6 16_ 75 00 75 0 0 853.95 880. oo 854.31 B50. 0 � 8�850.00 � DESIGN E RTH WORK DESI GN E RTH WORK w FILL AREA =0.50 FILL AREA _0.89 !CUT AREA =7.86CUT ARE =10.5 VF 0.23 F 0.55 VC 3.64 VC 11 .12 8bJ_00 60. 00 60. 00860. 00 1 5 15 14 14 855. 00 855. 00 8` 5. 00 75 50 75 850.00 853.45 650. 0 6. 001 DESIGN E RTH WORK DESIGN E RTHWORC w FILL AR A =0.31 FILL AREA =0.00 BUT ARE _13.4 CUT AREA -0.00 VF 0.22 VF1 ._02 VC 14.57 VC ' I I 2.21 70 , 00 60400 50 00 40.00 M00 20 00 10' 0 50 ' 00 6000 70.00 70, 00 60. 00 50. 00 40 00 30, 00 20 00 10.00 10:'00 20100 30.00 40 00 50 00 60 00 70 00 ' I ; I ' 3000 00 4 00 10.1,00 20 i , 20 00 10.100 10.100 20:00 30�00 40 00 50 00 60,00 70.00 70, 00 60� 00 50, 00 40 00 MOO 20,00 10.00 10.00 201; 00 30 00 404100 5U;' 00 60�00 70�00 70.00 60,00 50100 404100 30,00 a 1 I II I ! I I I II I I I I �! ! I 1 I - - 6C . 00 860 II I L I I I I I 1 � � � I 1 I I 8555 00 F I II ----- ---III I, I ! = - -- --- - ------ I I I II I II!it I _ -19 - ------------------------------ 00 I 1 1 5.0. I I I I I� 00 850. 00 DESIGN EARTHWORK w FI L L AREA CUT AREA -13.2 VF 0.00 VC =14.38 ---------- 17 17 860. 00 85U. U0 . . + 8500 75 7 5 - - 'I 1 I I! ,I I II X w I K I �-- -I L - --------� --- -------'--- --- - - - --- ------ -- , 00 85500 S)45, 00 DESIGN E R TH WORK 18 - ---- ------ I 1+8 II � � ------- ----- ---- - �I II I II!II III I I 1 I II I I I I I I +++ I I I II I II 0 0_f- � -- ---- t IIIlI+I��f i i l��e I I I I - �t - FILL AREA -0.00 _I I I I I'll IIIII I II II I I -- ---- - -- --- .I I I II I II II - �-�-- \-- 1 --- I I I I I II II -----I 1i-'I I II -_- -II I II III'I I 1 - - II I! 14 I I I I! I I I I I 00 .III I I I I I II 1 !III II I{III I I I I 75 75 AREA -0.00 DESIGN E RTHWORK X50 00 850 U J VF 0.05- F1LL AREA =O.00<I VC -12.95 w850.94 BUT AREA =17.7 VF 0.00 VC -14.47 8 00 17 17 50 50 860. 00 860. 00 850. 00 DESIGN E RTHWORK 850.17 85 5 0 FILL AREA -0.1 845. U0 845. 04 18 -;---------- ---------;U T ARE =27 18 ----------------- - ---------!----- - ---------r--------- ------------VF 0.11 50 26.61 +SQ. U0 R4 DESIGN -E RTHWO FILL AREA -0.00 850.08 BUT ARE =13.4 VF 8.0 1 860. 00860. 00 VC =:6.24 +5-85 . 00 17 18 +25 25 25 1 5 00 0-------- ,8 0. G r DESIGN E RTHWORK DIESIGN E RTHWORK 849.22 FILL ARE =17.31 850.50 FILL AREA =0.121 'CUT AREA =0.00 8 45. 00 8 �6UT--ARE --29.5 VF = 7.87 VF =:0.20 VC 0.00 VC 5.9 2 855. 00860_ 00 860 0 18 1 8 77 850.00 I 00 0 0 17 17 ------- ----- 00 IESIGN EARTHWORK. . 8 �0 00 SILL ARE _43.9 845. 00 84 . 00 50 00 CUT AREA -0.00 DESIGN EARTHWORK VF =20.34 850.84 FILL AREA -0.32 VC 0.00 CUT ARE =26.47 28 VF 0. VC -22.13 + + I I I III I II I I III I I I' II I I I II I!II I I ( II I !I I I I 70:00 60, 00 0� 00 50 00 40 00 70: 00 60. 00 504100 40a 00 30,100 100 10.100 10 '100 20. 00 30, 00 40, I 100 30 _ - 50. 00 60 00 ; I - 00 20. 00 10....00 20:00 30 00 40.00 50 00 60.00 70. - - 20, II � 1 00 10. 00 30� 00 4G. 70 : 00 60 III 00 50 00 40,00 301: 00 20 00 10.!00 10.,00 20� 00 40 00 50 00 60 00 70,00 70 00 60 00 50, 00 40 00 30 00 MOO 10:00 10!00 20JI 00 M 00 50M 00 60, 00 70 ! 00 1 - 1 86000 I I I I I i I I I I I I i I I ! I I I I I 11 �-------� � 1 --- --- ---------- __--.-__ 8�� -0 0 I -- - 20 855. 00- -- - fi�--- -- - 20 "" � I I I I I I 'III 25 III II!� ! Ili I'll 25 D!ESI GN E R TH WORIK I I I I I 850-00 !I 8500FILL AR A - _ I I CUT AREA -7.45 I I !III I II I l III !I II I II VF 1 .01 91 5 VC I III � 60. 00.1, 8 � I I I II � ! II LI II I I li lil I I I I 20 20+ 8x". 0 I _ --------- ' ----- ---__----- -'-------- --------- II ' '!I - 00 00 I I 1 I I 11 I I I II I I I II I - 850. 00 850. 0.0 DESIGN- E RTHWORiK . _- (FILL AREA =2.191 1 CUT AREA =5.31 I I II I I I I 1 I VF 2.05 VC__ 4.81_ - - 860- 00 800. 00 ; - -11 800.Q0 860. 00 I II �� III II �I I Il 111 I ��I ll I II I 'I ----- - - - _- I I . I I �'II I II I !I ---- - L _ I II I� I L I l I -8--- I I I I I I 21 21 --_------------ ------ 5 5._0 0 4 8 55. 0 0 - - _ -----_ 19 1 g 00 0 0-- - DESI GN E RTH WORiK 75 75 FILL AREA =0.06 850. L0 8�0. u u 8�0 EARTHWORK UU CUT AREA DESIGN VF 0.03 FILL AREA =2.23 VC 11 .49 ICU T AREA =5.08 VF 2.04 VC 4.44 8 60.00�0 �. J0 860. 00 ----- --------------------20 - 11 I I II I II III I, II 1 I II 1 I II + _I l II I I I I II 11 I II I II I l I I 11 I I I I III II I - I I I I - I- --I I II ---- - I!j I I _ I II II II I II -- - I 8 �. C 0 -----__85x.00 ---------- --------- -------- I III I I I I - III! II II I II I I �I 7+5 19 _T-------- 19 75 50 50 DESIGN EARTHWORK 850085Q0 850. 00 FtLL AREA-- 0.00 DESIGN EARTHWORK � BUT ARE _17.9 w FILL AREA = . VF 0.00 CUT AR A =4.51: VC 15.51 VF 1 .6 5 VC =-4-.50 860-00 860.00 860.00 860. 00 20 20 ------- ---- ---------855. 00 --------- ------- - 19 5019 50 25 K 25 ' DESIGN E RTH WOR P50- 00 850.00 850. 00 850. FILL AREA =0,00 DESIGN EARTHWORK CUT ARE =15.56 Li FILL AR A =1 .39' VF 0.00 AREA =5.21:: VC _10.66 VF 0.6 4 VC 8.56 + I 70.00 60.00 50. 00 40: 00 30.00 20 00 10:100 10.1100 20. 00 30 : 00 40.00 50 ' 00 60 ! 00 70!00 70: 00 60 00 50. 00 40: 00 30: 00 20. 00 10.00 10. 00 20, 00 30. 00 40. 00 50. 00 60 00 70. 00