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Shelborne Road (Homestretch Dr to 131st St) CITY OF CARPAEL OF Cq��� PROJECT i /�1IR'�i��IM►. NO , 06 21 OWNER CITY OF CARMEL ONE CIVIC SQUARE SHELBORNE ROAD CARMEL, INDIANA 46032 (317) 571 -2400 Beginning just north of the intersection of Homestretch Drive, then running north approximately TOPOGRAPHIC SURVEY BY: 6946 feet to 470 feet north of intersection of 131st Street all in sections 29 30 31 an d 32, T-18-N, CROSSROAD ENGINEERS, P.C. Q R-3-E, in Clay Township, Hamilton County, 3417 Sherman Drive Indiana. Beech Grove, Indiana 46107 (317) 780-1555 Ext. 114 Trent E. Newport, P.E., L.S. �z o GLEN o WAY �," CARDINAL v aJ � �, INDEX OF DRAWINGS SHEET NO. C w Z'c WAY �� °° END z m Q o EARHART D WINDY LANCE Y Z c�F0� HOLEY MOLEY SAYS PROJECT Y 3 DOLAN A m R DR W J TITLE SHEET & INDEX DON'T DIG BLIND" m 1 wU ~3 ~W z z 3 W = v -i P.O.T. STA. 90+68.00 LINE "AT' _Z W� J J ROWLETT IVORY J 3 2,� GENERAL NOTES W a PL CT o GOLDEN GATE w o 0 1M 2 3 a Q a � DR N m m S DR �Q FEEHAN J W� Y� TYPICAL PAVEMENT SECTIONS 3-4 Z Q w c) 29 v LINCOLNSHIRE 30 TeIq p KEGLER Y m zQ BLVD MISCELLANEOUS DETAILS 5-5A Q ROUNDABOUT �� ` WAY W 131st ST DETOUR ROUTE DETAILS 68- = r - BUFORD DR �p SHELBORNE ROAD PLAN & PROFILES 9-25 0` �, "IT'S THE LAW" 0 �� o ON 121ST STREET PLAN & PROFILES 26-27 CALL 2 WORKING DAYS BEFORE YOU DIG 0 Q rn 126TH STREET PLAN & PROFILES _ 1-800-382-5544 M 28 29 CALL TOLL FREE TO<6F YANCEY Z zv~i o < 131ST STREET PLAN & PROFILES PER INDIANA STATE LAW IS-69-1991, T PL �_ a O�J� 30-35 IT IS AGAINST THE LAW TO EXCAVATE O m WITHOUT NOTIFYING THE UNDERGROUND M Q ,. DETENTION GRADING PLANS 3 5A LOCATION SERVICE TWO (2) WORKING LLJ UJI Wes' �U j WILLDNAN 4 ROUNDABOUT GEOMETRY DETAILS 36-38 � DAYS BEFORE COMMENCING WORK. KILK ENNY 5 PAVEMENT MARKINGS + 4 CIR 39-46 " SHELBORNE ROAD EROSION & G 47-54 PLANS PREPARED BY: ROUNDABOUT _ W 12 6TH S T SEDIMENT CONTROL PLANS SCALE: N.T.S. LIGHTING DETAILS 55-57 MODULAR BLOCK WALL DETAILS 57A �I► RwARMSTRONG. EROSION & SEDIMENT CONTROL TABLE 58 471 E. Broad St. / Suite 2010/Columbus,OH 43215 31 32 APPROACH TABLE 59 PH 614.225.8868 // Fx614.225.9869 rwArmstrong.com LEGEND: SHEET SIGN AND POST SUMMARY TABLE 60-61 ' 0 Roundabout UNDERDRAIN TABLES 62-69 STRUCTURE DATA TABLES QD 70-71 W 121ST S T ROUNDABOUT �Z o BEGIN PROJECT c V� MISCELLANEOUS TABLES 72 O P.O.T. STA. 21+22.00 LINE "PR-A" 5< HEAT CTIELD �" o LANDSCAPING PLANS _ _ _ � eY .� � � LS 1 LS 14 � Ld W o SHELBORNE ROAD CROSS SECTIONS XS-1 - XS-31 Z ZU d m BRANCH CRE 3 ° 131ST STREET CROSS SECTIONS XS-32-XS-35 co CT Fy HOMESTRETCH WHISPERING PINES VERDURE LN T LN PATH CROSS SECTIONS XS-36-XS-37 LLJ Zp\\\\\\\I\111 I I I I I I I I I I I I I IIIUI/IUII///qi oa \\\�0��0Q\pv�W°rY�'�S'�°/o PoaeF 3� SHELBORNE DRIVE PROFILE CROSS SECTIONS XS-38-XS-44 RFO•. cr_ No. Z SUNDANCEM� ""Fpw000 �� �z 0 131ST STREET DRIVE PROFILE CROSS SECTIONS XS-45-XS-46 60910005 * _ : �` CASTLE ROCK DR o w J �� O•.• STATE OF ::' \ �� V) z�Z �, W 116TH ST �s /NDIANP... ��_A\ zz 6 o Q i 5 LU INDIANA DEPARTMENT OF TRANSPORTATION a z o I LARKSPUR STANDARD SPECIFICATIONS DATED 2010, INDOT C) SUPPLEMENTAL SPECIFICATIONS AND LATEST 'i 01-27-2010 CITY OF CARMEL SPECIFICATIONS LOCATION MAP CERTIFIED BY: DATE NOT TO SCALE DESIGNED: VA CHECKED: PWM DRAWN: JH CHECKED: VA PROJECT LETTING DATE . FEB . 179 2010 ..... APPROVED BY: BOARD OF PUBLIC WORKS AND SAFETY a JAMES BRAINARD, MAYOR - CHAIRMAN a MARY ANNE BURKE — MEMBER 0 ° LORI WATSON — MEMBER 3 0 2 Cn 0 NO. DATE REVISIONS BY APPR. 0 a Model: 3560-TIRD-001 Drawing: PATransportation\20067400 Shelbourne Rd\30 SheetDrawings120 Singles\R- MEL-TITL.dgn Sf� G 0110RA/C //04"C-0/01Z C %Ptelpe "45T` S�A" ��cr` a• D6 --2 UTILITIES GENERAL NOTES All Earth Shoulders, Median Area, Cut and Fill slopes shall be plain or mulched seeded except where Sodding is specified. WATER: The final Cross—Sections of the "Grading Contract" shall be the original cross—sections of the "Paving Contract" Carmel Utilities Zayo Bandwidth except that partial or complete cross—sections shall be taken if necessary to determine the actual quantities of Excavation. 760 3rd AVE. STE 110 625 E. 11th Street Paper Relocation is to be cross—sectioned by the Project Engineer before construction. Carmel, Indiana 46032 Indianapolis, Indiana 46202 Existing asphalt is located outside the construction limits, between Station ----------- and Attention: John Duffy Attention: Craig Brown Station —__-----__, shall be removed as directed. Phone: 317-571-2451 Phone: 317-524-5711 Ext. 5008 The Quantity of Peat Excavation as shown on the plans has been estimated on the basis of theoretical cross—sections by using Method "A" where it applies and Method "B" where it applies. Clay Township Regional Waste City of Carmel street identification sign and posts shall replace all standard street signs. TELEPHONE: 10701 N. College Ave. AT&T Indianapolis, Indiana 46240 v Twelve inches of topsoil shall be placed in median and roundabout center island. 5858 N. College Ave Attention: Ryan Hartman /� Indianapolis, IN 46220 Phone: 317-844-9200 X Three inches of top soil should be placed in all areas where sodding is required except those areas where 12" are specified. Attention: Greg Cammack Carmel Water - Wastewater Utilities All trees located within the construction limits shall be removed unless noted. Phone: 317-252-5134 3450 W. 131st Street x Westfield, Indiana 46074 X All monuments located with in project limits shall be documented, offset prior to construction, and reset after construction. ELECTRIC: Attention: Steven Cook n Duke Energy Phone: 317-733-2849 X Project design is in accordance with the City Of Carmel's construction standards and practices. 100 S. Mill Creek Rd. n Noblesville, IN 46062 Attention: Cindy Rowland x Items to be Included with Project Phone: 317-776-5341 GAS: Vectren P.O. Box 1700 Noblesville, IN 46060 Attention: Don Perdue Phone: 317-776-5534 NOTE: This set of plans shall not be construed to be property retracement survey. Where apparent property �+ lines, owners or section corner information is shown, it is based on physical evidence or testimony. REVISION`? The topography information for this project was taken from a survey performed by Cross Road Engineers, SHEET NO. DATE REVISED P.C. in 2007. Attempts have been made to periodically update portions of this project. However the design consultant does not warrant the accuracy of this data and advises the contractor to field verify all information. REFERENCED BENCHMARK: DNR BM HAM 61, 1989 In Hamilton County, Carmel Quad., in the NW 1/4 of Section 26, T. 18 N., R. 3., 2nd P.M.; about 0.5 mile west of Carmel; at the Spring Mill Road bridge over Williams Creek; set on top of the southeast concrete wingwall of the bridge, 14 feet east of the centerline of Spring Mill Road, 0.6 foot southwest of the northeast face of the wingwall, 0.3 foot below the road; a Indiana Department of Natural Resources control station tablet, stamped "HAM 61 1989". 864.794 feet NGVD 1929 2nd Order TBM 1 S.S.E. BONNETT BOLT ON FIRE HYDRANT. ELEV.=919.46 Sta. 86+33 "A", 102.08' Lt N. 49995.2525, E. 38038.3993 TBM 2 DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER TABLET STAMPED "LEE 2 1989" AND "AZ 1" PUBLISHED ELEVATION UNKNOWN. ELEV.=917.99 Sta. 85+59.87 "A", 23.6' Rt. ABBREVIATIONS N. 49922.1764, E. 38164.1224 R W Right—of—Wa TBM 3 L.A. R W Limited Access Right—of—Way E.N.E. BONNETT BOLT ON FIRE HYDRANT. A.C.L. Access Control Line ELEV.=918.04 C.L.T.F. Chain Link Type Fence Sta. 73+24.76 "A", 45.45' Lt. F.F.T.F. Farm Field Type Fence N. 48686.9803, E. 38096.6056 APP. P.L. Apparent Property Line APP. EXIST R W Apperrent Existing Right—of—Way B Beginning L.A. R W E End L.A. R W N.E.P.L. No Evidence of Property Line P.E.S. Pipe End Section CL a m CL . // HORIZONTAL SCALE BRIDGE FILE o Jam°\\\QP� "i sreRfF'�s��"% RECOMMENDED CITY OF CARMEL R ° FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION No. o - DESIGN ENGINEER DATE X = b i 60910005 r %O'•.• STATE OF DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET =% ''•.!ND I ANP 'V�=� SHELB ORNE ROAD 2 of 72 / rri0nNmAiiNm�m���0\�\\\\ GENERAL NOTES CHECKED: PWM CHECKED: VA CONTRACT PROJECT a. 06-21 Model: Sheet 1 Drawing: pAtransportation\20067400 shelboume rd\30 sheetdrawings\20 SingleMR-INDEX.dgn 2411 Scored in a 12" grid pattern perpendicular to roadway 6" 18" i CE CONSTRUCTION & colored "green slate" 3" TOP SOIL See Technical Specifications 8 6' 2' 16' ' i 8' 8 16' 2' 6' 8' 1"R. ! Varies ' Width of ' Varies ' 2"70PEI1/4-j US _ Profile Grade As Shown On Profile Grade As Shown On Ramp 4' Min. \\ \\ d• `° S Plan & Profile Sheet ! Plan & Profile Sheet S Contraction Joint (Typ.) S FT. * o o o j//// , . • a 2 /o Max. 2% �1�o i 1/� 2% * 2% Max. 1-4 . ' CLASS „Al. ^< _ 3: *3-1114 C1 C i •Z Mak 1 1 d � 4 CONCRETE ' � i 1 p o e • 1 p COMPACTED • ^ j BACKFILL d S1 R I R p S1 CURB RAMP P SHELBORNE TYPICAL 7r-xsting Ground U See Detail (Typ.) Existing Ground SECTION DETAIL Mirror Typical for North Bound Left Turn Lanes U * NOT TO SCALE A/\A A A A A A 1\A/\A A A A A A A A/\R/\/\A A 9A ( T yp ) Unless Noted Otherwise COMBINED CURB & GUTTER TYPE III Sta. 21+22.00 to 24+80.00 Line "PR-A" on Cross Sections NO SCALE See Median Detail Pavement ' Ramp ' Side wsl ' rCL CONSTRUCTION 8' 6' 2' 16' 2' 12 ' 2' 16' 2' 6' 8' 1�? - THRU LANE ! THRU LANE D D >D ° • ° ° ° s D S Profile Grade As Shown On I Profile Grade As Shown On S * 2% Max. *2% Plan & Profile o Sheet 2% 2% Plan & Prod le Sheet * 2% Max. * ° —a- C2 ! C2 3•x Max. 24" , C1 C1 �, CURB RAMP 6" 18" S1 i SECTION DETAIL T S1 NOT TO SCALE 3" TOP SOIL P R SHELBORNE TYPICAL SECTION R P Existing Ground Existing Ground �1"R.•: 2" RADIUS - U Line "PR-A" & Line "A" U iv ���\\/1 3/4 t° Sta 24+80.00 to Sta. 31+00.00 Line "PR-A" * Unless Noted Otherwise `%\= Sta. 35+25.00 to Sta. 47+38.75 Line "A" on Cross Sections Geotextiles „' " Sta. 49+88.75 to Sta. 57+50.00 Line "A" 0 -� for Underdrains CLASS A COMPACTED / \ CONCRETE ---- , _ --- BACKFILL ��\��\" i CL CONSTRUCTION 6" ZD d- N See Median Detail � I k COMBINED CONCRETE CURB & GUTTER TYPE II ' 8' 6' 2' 16' 8' 8' i 8' 16' 2' 6' ' NO SCALE 2'-0" 2'-0" 21-011 #8 Washed Aggregate -- -- C1 Profile Grade Aggregate For Und erdrain) de As Shown On � Profile Grade As Shown On 6" Dia Double Wall Pi S Plan & Profile Sheet _ Plan & Profile Sheet S 4 e Min. p . M a '- * 2% Max. 2% 2% i `° 2% * 2% Max. *3. 4" Min. *3.1 --� 1 Mak• C1 101_011 ; C1 , r ' 11-211 si C2 C2 s1 SUBSURFACE DRAIN P R J R P Existing Ground * OR AS NOTED ON THE UNDRDRAIN TABLE U Existing Ground See Detail (Typ.) U SHELBORNE TYPICAL SHOWING SOUTHBOUND SECTION- W/ MEDIAN LEFT TURN LANES * Unless Noted Otherwise LEGEND on Cross Sections CURB AND GUTTER NOTES: C1 Concrete Curb and Gutter, Type II INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE (Mirror Typical for North Bound Left Turn Lanes) CURE ALL EXPOSED SURFACES Sta. 47+38.75 to Sta. 49+88.75 Line "A" C2 Alternate, Concrete Curb and Gutter, Type III CONTRACTION JOINTS SHALL BE SAW CUT IN CONTINUOUSLY POURED CURBS TO Varies From 8'-6" @ Sta. 48+38.75 To 0'-0" @ Sta. 49+88.75 Line "A" A MINIMUM DEPTH OF 1/3 THE THICKNESS OF THE CURB. AS PER. INDOT STANDARDS 1❑ (See Plan & Profie Sheets 13 & 14 DAMPEN SUBGRADE BEFORE PLACING CONCRETE ) O 165 Ib./yd. HMA Surface, Type "C" 9.5 mm on CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM Existing Ground 275 Ib./yd.2 HMA Intermediate, Type "C" 19 mm on NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 385 Ib./yd.2 HMA Base, Type "C" 25 mm on FULL DAYS HAVE PASSED AFTER PLACING CONCRETE Varies 4;1 , 330 Ib./yd.2 HMA Intermediate, Type "C", OG, 19 mm on Existing Path 385 Ib./yd.2 HMA Base,Type "C" 25 mm CL CONSTRUCTION Profile & Offset of Ditch Compacted Subgrade Type "IA" as Shown on Sheet No. 25 � R1 165 Ib./yd.2 r.HMA Surface, Type C 9.5 mm on i Variable Depth Intermediate, Type "C" 19 mm CL CONSTRUCTION ❑ 2 0 DITCH TYPICAL VARIES VARIES 2 Varies 8'-0" MAX. ; 8'-0" MAX. i Varies 2 NOW -a Sta. 87+26.0 Line "A" To Sta. 89+25.00 Line "A'• OS Sodding, Nursery i S1 Mulched Seeding, Type U i Profile Grade As Shown On P.G. i 2% 2% Plan & Profile Sheet 2% 2% Op Recreational Path 3;1 Max' —� 3'1 Mak 110 Ib./yd.2 HMA Surface, Type "B" on 330 Ib./yd.2 HMA Intermediate, Type "B" on 5 Compacted Aggregate Base #53 on C1 R ! R C1 Compacted Subgrade MEDIAN DETAIL Existing Ground S1 S1 Existing Ground Sta. 46+53.70 to Sta. 487+38.75 Line "A" SHELBORNE TYPICAL SECTION Sta. 62+00.00 Line A 00.00 Lin e To Sta. 65+ "A" UO 6" Underdrain Pipe [2] Varies from 24' @ Sta. 62+00.00 "A" O PCCP, 4" (Colored and Stamped) m to 12 @ Sta. 65+00.00 A on 6" Compacted Aggregate Base, #53 HORIZONTAL SCALE BRIDGE FILE \�����pUllluuullunluuUUi//ii N s�° � .W:.TERYaQs°i/��� 1„=5' F y RECOMMENDED CITY OF CARMEL FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o No. DESIGN ENGINEER DATE 1"=5' x * 60910005 ce a C y per'••. STATE OF •:���� DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET L�y ..S drur�u uAm umro ?�\\�\�a\o TYPICAL CROSS SECTION s of 72 �,rrr CONTRACT PROJECT c CHECKED: PWM CHECKED: VA a 06-21 Model: DTYP01 Drawing: PATransportation\20067400 Shelboume Rd\30 SheetDrawings\20 Singles\R-TYP.dgn rL CONSTRUCTION 6" 6" - � 2'-0" SHOULDER 2._p.. 1_p�� VARIES VARIES VARIES VARIES 21-01 2'-0" - VARIES 16'-0" MAX MEDIAN i MEDIAN 16'-0" MAX VARIES A `O A (See Plan & ! (See Plan & E Profile Sheets) P.G. 2% i 2% P G' Profile Sheets) •1 MaX' •1 MaX' 2%o Max E.P. 2% �-- i --�- 2% E.P. 2%ax• 3:1 M 3 Ex. Ground 3. _ I -i' ax, Cl C1 Ex Ground M O M R / TYPICAL APPLIES UNLESS C2 C2 _ _ TYPICAL APPLIES UNLESS Ex. Ground SHOULDER TYPICAL NOTED ON SHOULDER TYPICAL I NOTED ON SHOULDER TYPICAL (Mirror yew for Right Side) ROUNDABOUT APPROACH LEG TYPICAL 65+00.00 TO 66+00.00 "A" LT 31+00.00 TO 32+67.72 "PR-S121L" 31+00.00 TO 32+63.50 "PR-S121R" 83+00.00 TO 85+22.43 "A" LT 34+03.66 TO 35+25.00 "PR-N121L" 33+97.04 TO 35+25.00 "PR-N121R" 12:1 TAPER 89+30.00 TO 90+68 "PR-N131L" LT �.. - 30+21.75 TO 33+09.82 "PR-W131L" LT 12+75.00 TO 14+54.28 "PR-W121L" 12+75.00 TO 14+55.40 "PR-W121R" 11+25.00 TO 11+77.25 "S-121-A" LT 57+50.00 TO 58+69.19 "PR-S126L" 57+50.00 TO 58+67.07 "PR-S126R" 65+00.00 TO 66+00.00 "A" RT 60+02.74 TO 62+00.00 "PR-N126L" 59+99.31 TO 62+00.00 "PR-N126R" * MEDIAN END TREATMENT-DETAIL 1 E 83+00.00 TO 85+28.30 "A" RT 11+00.76 TO 13+25.00 "PR-E126L" 10+93.73 TO 13+25.00 "PR-E126R" 89+30.00 TO 90+68 "PR-N131R" RT 83+00.00 TO 85+83.13 "PR-S131L" 83+00.00 TO 85+85.30 "PR-S131R" CONCRETE CURB AND GUTTER MEDIAN (See Carmel Standard Drawing 10-39 For Additional Details) 30+21.75 TO 32+12.50 "PR-W131L" RT 87+18.85 TO 90+68.00 "PR-N131L" 87+06.86 TO 90+68.00 "PR-N131R" OR MODIFIED CONCRETE CENTER NOT TO SCALE 11+25.00 TO 11+77.25 "S-121-A" RT 30+21.76 TO 34+05.57 "PR-W1311-" 30+21.76 TO 33+98.55 "PR-W131R" CURB AS SPECIFIED IN PROJECT 35+29.71 TO 42+69.05 "PR-E131L" 35+25.64 TO 42+68.16 "PR-E131R" CONTRACT DOCUMENTS 6" 6" A A `L CONSTRUCTION Line "A" • I O O 75'-0" (D 4, 2' 18, 2' 6' 8' i I S i 4% TA S I -► 2% 12:1 TAPER ! --__ 2% 2%-- 3'1 Max C *MEDIAN END TREATMENT-DETAIL 2 E 4 RC C1 �. •� 12:1 TAPER R � P S Existing Ground LEGEND c ------------------- T 121 ST. STREET , 126 TH. STREET & 131 ST. STREET CIRCULATORY ROADWAY TYPICAL SECTION SECTION A-A C1 Concrete Curb and Gutter, Type II NOT TO SCALE C2 Alternate, Concrete Curb and Gutter, Type III 0 C4 Straight Curb - See Carmel Standards OC Curb Depth As Specified g 51��-0�� for 121st, 126th & 131st Street Roundabout 4'-0" 2'-0" D WIDTH 2�_ ��4O GREATER THAN 3' REQUIRES 4 RPMS PER DETAIL 1 OR O 165 Ib./yd.2 HMA Surface, Type C 9.5 mm on o 3' WIDTH OR LESS REQUIRES 2 RPMS PER DETAIL 2 275 Ib./yd.2 HMA Intermediate, Type "C" 19 mm on N CENTERED ON WIDTH OF MEDIAN 385 Ib./yd.2 HMA Base, Type "C" 25 mm on -°------------------ -------------------------------------- ------ ------ - OM RPM TYPE 2 (YELLOW) PER INDOT STANDARD DWG E 808-MKRM-11 330 Ib./yd.2 HMA Intermediate, Type "C", OG, 19 mm on ------- 385 Ib./yd.2 HMA Base,Type "C,' 25 mm ------------------- PCCP, 7", Stamped and Colored Davis Colors OT Typical Pavement Section Compacted Subgrade Type IA --_________ ______ Green Slate with Integral Coloring Application. -- ------------- See Technical Specifications. * Median End Treatment will Not be Paid R1 165 Ib./yd.2 HMA Surface, Type "C" 9.5 mm on RC for Separately and Should be Included �� Variable Depth Intermediate, Type C 19 mm TRUCK APRON DETAIL TA C4 in theCost of Curb & Gutter Type III NOT TO SCALE Top of Casting SO Sodding, Nursery S1 Mulched Seeding, Type U CL CONSTRUCTION Line "A" Op Recreational Path 8' (TYP•) F-11 11' 110 Ib./yd.2 HMA Surface, Type "B" on ! 330 Ib./yd.2 HMA Intermediate, Type "B" on i 21 16' Right 2' 6' 8' 5" Compacted Aggregate Base #53 on i Thru Lane Turn Compacted Subgrade Lane i S 0 6" Underdrain Pipe S 2% 2% Max. 2% /o� -� 3:1 Mak. �- 14" O PCCP, 4" (Colored and Stamped) Cl ; RC � _ on 6" Compacted Aggregate Base, #53 C2 - R P S Existing Ground 2_011 RC Roll Curb, Modified (See Detail Left) U -' TA Truck Apron, pccp, 7 on TYPICAL NORTH BOUND RIGHT TURN LANE MODIFIED, ROLL CURB 12" Compacted Aggregate No. 53 (Mirror Typical For South Bound Right Turn Lane) Sta. 42+87.90 To Sta. 47+51.10 Line "A" ❑1 Varies From 0'-0" @ Sta. 42+87.90 NOT TO SCALE NOT TO SCALE To Sta. 44+37.90 Line "A" TOP OF CASTING DETAIL m NOT TO SCALE a /`i N \\\\\\\� HORIZONTAL ALE BRIDGE FILE ll :¢��1SifRF�., RECOMMENDED CITY OF CARMEL FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o ND' DESIGN ENGINEER DATE 1"=5' x * 60910005 * SURVEY BOOK SHEET DESIGNED: VA DRAWN: SAJ TYPICAL CROSS SECTION 4 °f 72 •!ND I A ..N.. •' d /� ���hfl1llWunlWNh �\\\\\\\\a CHECKED: PWM CONTRACT PROJECT CHECKED: VA 06-21 Model: DTYP02 Drawing: PATransportallon\20067400 Shelboume Rd\30 SheelDrawings\20 Singles\R-TYP.dgn EDGES TO BE SAWCUT AND 2,_0„ 6, 8,-6„ ED UNLESS VARIES OTED OTHERWIS CLEAN OF DEBRIS AND LOOSE 1.5"ASPHALT SURFACE 1'-6' ON DRIVE ASPHALT BEFORE PATCHING 5 (MAX.) PROFILE SHEETS 12" CONCRETE Mainline *6.25% *f°'% 6% *VARIES Ex Profile Pvmt — "2o��AX) PIPE SHALL CONFORM (AS 12% Sag Curve, 8% Crest Curve) TO SECTION 718 /\\ \\/ �' * See Drive Profiles Sheets FLOWABLE FILL %VA /AAi 12 %VA % 12 SECTION A-A i\\ / Standard Drive Profile 3" B-BORROW %/ X BEDDING � \/ 'x UNLESS 2'-0" 6' 81-611 OTED OTHERWIS VARIES 1.25 x OD + 18" 1'-6' ON DRIVE PROFILE SHEETS STREET CUT REPAIR DETAIL Mainline * 3% * 2% *10% NO SCALE Pvmt — r_ * Ex Profile — MAX 14 o � 14 * See Drive Profiles Sheets — — — (A<— 12% Sag Curve, 8% Crest Curve) STREET CUT NOTES 1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT-OF-WAY SECTION A-A 2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL Alternate Drive Profile 3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT. TACK COAT IS TO BE APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 902 5. THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE 6. FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213 MEASURED AT PROPERTY LINE 3'-0 RADIUS 20' MAX RADIUS 3'-0 1 TAPER VARIES 12' MIN VARIES TAPER ° 0 000 °° 0 00 0 00 CURB - 00 GUTTER - ,� '�?� �ti 0 1p SECTION B-B tip. �� 0 F 0 � �fti by A ��o ° 100 0 100 0 00000 000 A SIDEWALK CONCRETE SIDEWALK -1 �ti' °° DRIVE P RAISED 6'-0" MIN. 5'-3" 6-0" MIN. RAISED (b MEDIAN MEDIAN CONCRETE 1 ' RADIUS LU B O O B 10 RADIUS�\ 0 6„ \ DRIVE 6„ rsl RAMP LENGTH RAMP LENGTH SECTION A-A 8 2'-0" SLOPE 12:1 SLOPE 12:1 2._0.. 8 NO SCALE A OR FLATTER � OR FLATTER 3 O . 3 3'-0 10' 20' MAX 10' 3'-0 .:..: PAVEMENT PAVEMENT TAPER RADIUS 12' MIN RADIUS TAPER NOTES: M^^^^ a < USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB , CURB & GUTTER DEPRESSED CURB CURB & GUTTER 4'-0" FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4", BACK OF CURB 12 3/4" LANDING PLAN VIEW ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2", BACK OF CURB 13 1/2" SECTION B-B NO SCALE RESIDENTIAL CLASS I DRIVEWAYS RAMP J,)L DETAILS (SIDEWALK AWAY FROM CURB OR NO SIDEWALK SEE INDOT STANDARD DRAWING N0. E-604-SWCR-11 FOR ADDITIONAL DETAILS & NOTES NO SCALE HORIZONTAL SCALE BRIDGE FILE u\ dPaWuuuuuuiiiiiinii 1"=5' ��J ��`°PAL yF�G/���`' RECOMMENDED CITY OF CARMEL a ' Q. �1 STER f0.`s �G I r I VERTICAL SCALE DESIGNATION o FOR APPROVAL 01-27-2010 �' No. DESIGN ENGINEER DATE 1��-5� X o a 60910005 SURVEY BOOK SHEET 0 'o%:• STATE OF :' � DESIGNED: VA DRAWN: SAJ 5 of 72 MISCELLANEOUS DETAILS CONTRACT PROJECT 'IN A CHECKED: PWM CHECKED: VA 06-21 0 d Model: DTYP03 Drawing: p:Wansponation\20067400 shelbourne rd\30 sheetdrawings\20 singles\R-TYP.dgn "P" SIZE CABINET 8'O"FROM TO WITHOUT VENTS FINISH AND COLOR TO MATCH LIGHT POLES SEE DETAIL 2 AND CONTROL BOX ____ ELECTRICAL POWER -' LIGHTING POWER AND CONTROL AREA I I I I I I I I I I I o ___ ! 5"0.0. MAX LUMINAIRE SPECIFICATIONS TENON PLATE STYLE.• COLUMBIA LARCE H1NCE0 NTH SHADE(FULL CUT-OFF) AFI&O TO COLUMBIA LUMINAIRE HOLDER O HEIGHT 24 7/8" • IRRIGATION �-_-_-_- HOTH.. JJ'DIAMETER MATER/AL.• CAST ALUMINUM ALLOY ANSI J56 PER A.S.T.,11. 926-95 CONTROLLER i i 6/091• FAT CLEAR CZA55 (BY OTHERS) I j FINISH.- PRIME PA/NT THEN FINISH 510AN WILLIAMS 46ROZON CLASSIC BLACK I AMPINC- 250 WATT METAL HALIDE(LAMP BY OTHERS) GRADE VOL 1A CL'- QUAD WIRED AT 120 VOLTS SOCKET MOGUL BASE 0/STRIBUTION. Conc. Base with 1" chamfer: DETERMINE ON SITE , ,� ; ;;I�'; :�: a�: ' ''� : �," �;� TYPE II FULL CUT-6) provide very high quality smooth finish Mounting bolts and layout per 3/4" CONDUIT AND to I' a ;I� •'<I'•: , SECONDARY CONDUIT manufacturers template PULL STRING FOR ", P� " �'i ti:. :°;'1 ,i' t CP055 ARM SPECIFICATIONS CONTROL WIRING TO -' a. a' :I'''p, r f �';' 'f TO UTILITY CONNECTION, STYLE.. NORTHAMPTON Pole I':•' I ' r '' <�I • CONFIRM SIZE WITH UTILITY. HEic/1T WEATHER STATION I � ' : I ' A A WIDIH 8'0"FROM OF POST TO tC OF LUMINAIRE (FOR IRRIGATION " �•' ;,;`. "'' MATERIAL: TO of foundation elevation CONTRACTOR) ' ° " 5' °� :`' 2"501 40 STEEL P/PE W/TH CA5T DUCTILE IRON ORNAMENTATION Finish grade to cover ) 3/8-16 EYEBOLT F/N/SH. PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK entire foundation shall be within 1 above WITH 1"/0 £y£ TENON. 2°NPTP/PEN/PPLE top of curb elevation or as CONDUIT RE UIRED FOR directed by engineer. LIGHTING CIRCUITS. _ � � LAMP POST SPECIFICATIONS ;.�' ". , - 2 - 4" CONDUIT AND PULL STRING STY1Z WASH/NCTONSTEEL FOR CONTROL WIRING TO VALVES �— LIGHT CENTER.' JO'O"EX/STING HEIGHT GFCI RECEPTACLE WITH �, :;;•• ,�'' � ••'' , .�' � �� (FOR IRRIGATION CONTRACTOR) AND ,Tl'3 3/4" #6 awg ground wire .�;ti ° BASE. 24°DIAMETER WRAP BASE RAB LIGHT FIXTURES BY OTHERS. CAP WEATHERPROOF COVER(NOT MATERIAL. r • ''''" o. 2' INSIDE RAB CURB OR TRUCK WEATHERPROOF WFl/LE IN US SHAFT 1XISTINC 7 9'00. AT SUPPLIED BY SPRING CITY �' BASE. 2 RMT WRAP AROUNOBOC S IRON PER A.S.T.M.4A48T 83 CLASS.TO H APRON. ( � .• ti, t,, •: °: 't _ "> FIN1511 PRIME PAINT THEN FINISH 511ZRNN MMMM5 ACROLOrV CLA55/C BLACK y;;�r r,►;�:6 ,;: M O o ACCESS DOOR. LOCATED IN BASE, TO COINCIDE WITH HAND HOLE IN STEEL SHAFT, '''t''''• �•' a SERVICE AND CONTROL CABINET DETAIL Ground rod �,•, 5.; O ° SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS > •,: O TENON' 2 7/8°DIA. X 6'Hl6H(TO ACCEPT CROSS ARM >,, ,, ;,;,• ,,',r ,4 NOT TO SCALE Provide #6 vert. Bars provide #3 ; ` ``:�• ON ties at 3" o.C. At NOTE: top, remainder Conduit NOTCH EXISTING CONCRETE BASE AND INSTALL EXISJ/NC BASEPLAIE #3 ties at 12" o.C. CONDUIT, PATCH WITH GROUT (ONLY REQUIRED 76.00 cr E,ns 30" Dia. For WHERE POLE FOUNDATION ALREADY EXISTS). nNc o o srLEC.VAE7 Pole Type "A' OTHERWISE, INSTALL CONDUIT BEFORE POURING BASE. CC OF EYE BOL TS OF EYE BOL TS POLE BASE DETAIL SECTION A-A o 0 EXISTING 7 GAUGE STEEL SHAFT NOT TO SCALE CIRCUIT BREAKERS ELECTRICAL POWER AND �Of ACCESS DOOR, m co m m CONTROL BOX SIZE TO BE 12 FLAT FLUTE RECEPTACLE, AND U DETERMINED BY CONTRACTOR N.T.S. 11AN0110/E 0000 N N N � � N BASE PLATE DETAIL 0 D CIRCUIT N.T.S. 0 0 o J BREAKERS 712 "lD 0 QAS£ z z Y Z ACCESS F-F-0" ODOR c�7 c=7 m z can n J�� STREET LIGHTING CONTROLS TO TERMINAL BLOCK LW LU CIRCUIT BREAKER --24"01A� ~~w0� m 2#12 & #12G ENLARGED VIEW TERMINAL BLOCKS (TIMES 3) TERMINAL BLOCIC� (TIMES 3) LIGHT POST DETAIL l NOT TO SCALE lO O o f ENLARGED DETAIL OF ELECTRICAL 1 POWER AND CONTROL BOX 2 NOT TO SCALE NOTE: ED ENLARGED VIEW 2#12 & #12G NOTES: DETAILS ARE FROM THE CARMEL STANDARDS. l TO RECEPTACLE REFER TO TECHNICAL VERIFY PLANS ARE CURRENT AT THE 20 A DUPLEX GFI SPECIFICATION REGARDING PRECONSTRUCTION MEETING. RECEPTACLE ADDITIONAL DETAILS FOR THE POLES LOCATED WITHIN 10 FT. OF EDGE OF SERVICE AND CONTROL CABINET DETAIL CONTROL BOX. THIS DETAIL IS PAVEMENT SHALL BE MODIFIED IN ACCORDANCE A MINIMUM AND THE WITH 807.11. THE CONTRACTOR SHALL PROVIDE NOT TO SCALE ADDITIONAL REQUIREMENTS SHOP DRAWINGS AND DESIGN CALCULATIONS O1 TO LANDSCAPE LIGHTING (BY OTHERS) OF THE TECHNICAL FOR IT TO MEET THE REQUIREMENTS OF 807.11. a SPECIFICATION RULE. DIRECTLY BU IS INCLUDED NOTHE COSTOOF THE 20 TO LANDSCAPE LIGHTING CONTROL (BY OTHERS) m 3o INSULATED MOLDED TERMINAL BLOCKS OR PUSH-IN OTHER ITEMS. CONNECTOR BLOCKS IDEAL IN-SURE ORE UAL BY 3M). \\\��p0\\\IU1111�I1I�I111111111W1Y////p//�s /lj� HORIZONTAL SCALE BRIDGE FILE 1"=5' LO oa°�\\\\ Pv� MyF U��° CITY OF CARMEL Q :-Vii'§"rER RECOMMENDED ° � �O FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION No. a * 60910005 * = DESIGN ENGINEER DATE 1"=5' x SURVEY BOOK SHEET r D STATE OF ::`��� DESIGNED: VA DRAWN: SAJ of �s ''•!ND I ANP:'Via MISCELLANEOUS DETAILS 5A 72 au0nNmAliuuan \\\\\\ o CONTRACT PROJECT a CHECKED: PWM CHECKED: VA 06-21 Model: DTYP04 Drawing: p:Wansportaation\20067400 shelboume rd\30 sheetdrawings\20 singles\R-TYP.dgn Phase Construction Sign Schedule . A. Construct storm sewer trunkline from Sta. 20+50 to Sign No. g Description Size (ft.) Type Est. Qty. 46+50 Line "A". Shelbourne will be open. There are no XW Detour Ahead 4 X 4 A 3 closures. Construction starts on May 1st. XW20-3 Road Closed Ahead 4 X 4 A 3 i W 141ST ST B. Construct 126th Street Roundabout with the North, East R11-1 Road Closed 0. 15 Miles and South le (down to Sta 46+50 Line "A" including school Ahead Local Traffic Only 5 X 2.5 A 1 9 9 drive). R11-2 Road Closed Ahead 4 X 2.5 A 3 R11 3 Road Closed 0.75 Miles { Closure from June 1st to July 15th. - X 2.5 A 1 o Ahead Local Traffic Only 5 r T H ST _ ; w R11-5 Closed 0.05 Miles 5 X 2.5 A 1 Phase Road Clos z Ahead Local Traffic Only Construct from Sta. 20+50 to 46+50 Line "A". This Total Type O includes the 121st Street roundabout. 126th street Yp - "A" Signs 12 s open. i Construction and closure from July 15th to October 15th. Notes: XW20-3 1. Estimated Quantity for Payment: Type A-12 Phase III a XW20-2 Ln Construct 131st street roundabout, with Shelbourne road Detour Route Marker Assemblies: 13 Req'd R11-1 (south of 131st street) and 126th street open to traffic. Type III-A Barricades: 128 LFT. Req'd CD X1N2©.-2 Type III-B Barricades: 0 LIFE Req'd Ln DRMA-3 Construction from October 1st to November 15th. ' �a ; Road Closure Sign Assemblies: 3 Req d _ W 131st ST 2. Type "B" Construction Warning Lights shall be used with 500' 500' 500' all Signs Located on Barricades Type "A" Construction (TYP) (NP) ( ) DRMA-6 9 YP DRMA-18 Warning Lights shall be used on all other Construction XW2Q-3 B DRMA-5 Signs. o ' DRMA-4 w 44 LFl. - z END CQNSTUCTION STA. 90+68 O ,LINE t'A�r (1) M W .. w DRMA-4 W 126TH ST ROAD CLOSED COS 0.75 MILES AHEAD B R11-3 LOCAL TRAFFIC ONLY B 40 LFT. DRMAr1.4 44 LFT. R11-3 DETOUR DETOUR JDETOUR] ( DETOUR END AHEAD SHELB RNE R AD SHELBORNE ROAD SHELBORNE ROAD DRMA-23 ROAD DETOUR CLOSED ~ D SHELB RNE ROAD DRMA-6 DRMA-3 DRMA-4 DRMA-5 DRMA-6 W 121ST ST R11-2 XW20-2 t �S Ln o i o ROAD CLOSED ROAD R11-5 0.15 MILES AHEAD CLOSED l .L XW 20'-�2 ��� ,�� � "� � = � LOCAL TRAFFIC ONLY AHEAD DETOUR END DETOUR DETOUR BEGIN CONSTRUCTION SHELBORNE ROAD SHELBORNE ROAD STA. 21+22 R11-1 126th STREET DETOUR XW20-3. LINE ..A.. 126th STREET 121st TREET ` DRMA-5 126th STREET DRMA-5 XW20-3 W 116TH ST DRMA-14 RMA-16 DRMA-18 DRMA-23 ROAD CLOSED 0.5 MILES AHEAD DRMA-3 LOCAL TRAFFIC ONLY DRMA-3 R11-5 Cb m . a . LEGEND HORIZONTAL SCALE BRIDGE FILE a4�\u���nuuuu m u uuuuidiar irrr P�� W MYF� CITY OF CARMEL 1°=1000 Q•;=��lS7E,p`E:•. S % RECOMMENDED DRMA-X Detour Route Marker Assembly TT Sign Assembly N D• ° FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION ° DESIGN ENGINEER DATE X x Type III-B Barricades,Staggered with — – Detour Route _ * `•. 60910005 r Road Closure Sign Assembly and R11-4 O O Purposed Roundabout p'•. STATE OF ��\ DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET c O Type III-A Barricades with 'o,, •..,rN p:: ��� SHELBORNE ROAD ISO of 72 Road Closure Sign Assembly and R11-2 ,,� p i•,D I AN... V o" c %s 0NAL �,,,p0o, PHASE I DETOUR ROUTE a °'arruarruumumuuuuwnu"pQr CHECKED: PVM CHECKED: VA CONTRACT PROJECT x 06-21 Model: Sheet 1 Drawing: Pffransponetion=067400 Shelbourne Rd\30 SheetDrawings\20 Singles\R-DETOURPhase 1 rww.dgn a Phase Construction Sign Schedule A. Construct storm sewer trunkline from Sta. 20+50 to Sign No. Description Size (ft.) Type Qty. - T e Est. 46+50 Line "A". Shelbourne will be open. There are no XW20-2 Detour Ahead 4 X 4 A 4 closures. Construction starts on May 1st Y . XW20-3 Road Closed Ahead 4 X 4 A 4 W 141ST ST A 3 R11-2 Road Closed 4 X 2.5 B. Construct 126th Street Roundabout with the North, East and South leg (down to Sta 46+50 Line "A", including school R11-3 Road Closed 0.35Miles 5 X 2.5 A 1 drive). Ahead Local Traffic Only _ X 2.5 A o R11 4 Road Closed to Thru Traffic 5 Closure from June 1st to July 15th. Road Closed 0.5 Miles R11-5 W 138TH ST - z Phase 11 w Ahead Local Traffic Only • � Total Type 15 O Construct from Sta. 20+50 to 46+50 Line "A". This "A" Signs W 13 includes the 121st Street roundabout. 126th street is open. Construction and closure from July 15th to October 15t . h' Notes: 1 Estimated r -15 END CONSTRUCTION Phase III ed Quantity for Payment: Type A STA. 90+68 . LINE "A„ Construct 131st street roundabout, with Shelbourne road DRMA-19 (south of 131st street) and 126th street open to traffic. Detour Route Marker Assemblies: Req'd ' 21 r - Type III-A Barricades: 136 LFT. Req'd a - W 131st ST Construction from October 1st to November 15th. Type III-B Barricades: 0 LFT. Req'd Road Closure Sign Assemblies: 4 Req'd DRMA-z1 D RNA-19 - 2. Type "B" Construction Warning Lights shall be used with DRMA-20 all Signs Located on Barricades. Type "A" Construction o w XW20-3 Warning Lights shall be used on all other Construction z Signs. Al XW20`-2 oa CD Ln w R11-3 DRMA-19 °o a Ln _ D€tN1A-4 W 126TH ST _ ROAD CLOSED 0.35 MILES AHEAD DRMA-6 LOCAL TRAFFIC ONLY DRMA-3 DRMA 3 DRMA-21 DRMA-2 DETOUR DETOUR DETOUR DETOUR DRMA-19 B R11-3 HELBORNE R AD SHELBORNE ROAD SHELBORNE ROAD SHELBORNE R AD 48 LFT. DETOUR AHEAD DRMA-2 DRMA-3 DRMA-4 DRMA-5 ROAD CLOSED DRMA-6 TO DRMA-22 B 48 LFT of Type III-A THRU TRAFFIC 500' 500' 500' O XW20-2 SNP) SNP) SNP) W 121ST S T 40 LFT. B END DETOUR D DETOUR R11-4 DETOUR SHELBORNE ROAD 121st STREET 121st STREET 121st STREET a R11-4 SHELBORNE ROAD '* DRMA-19 _ ROAD XW20-3 CLOSED DRMA-6 ~ XW20-2 ROAD AHEAD DRMA-19 DRMA-20 CLOSED DRMA-17 DRMA BEGIN CONSTRUCTION XW20.2 � R11-4 STA. 21+22 R11-2 XW20-3 DRMA-5 DETOUR LE ND DETOUR LINE "N' SHELBORNE ROAD 20-3 DRMA-6 121st STREET 500'; 500' 500' MP) C" (Ty P) ` - W 116TH ST 121st STREET DRMA 23 ROAD CLOSED DETOUR - 0.5 MILES AHEAD 121st STREET R11-5 DRMA-3 LOCAL TRAFFIC ONLY Ln c a I DRMA-21 DRMA-22 DRMA-23 Ln X 1/20-2 R11-5 4 XW20-3 Ln CL l HORIZONTAL SCALE BRIDGE FILE f 1"=1000' �\\\\\�a\D\\� /�/aoo, Y CITY OF CARMEL LEGEND P �j ate\\ RECOMMENDED [�t VERTICAL SCALE DESIGNATION FOR APPROVAL ��`` �� 01-27-2010 DRMA-X Detour Route Marker Assembly TT Sign Assembly A N D• = DESIGN ENGINEER DATE X xx Q = o _ _ Detour Route * 60910005 * s � OA Type III-B Barricades, Staggered with �-�� ��= SURVEY BOOK SHEET Road Closure Sign Assembly and R31-4 p'•. STATE OF :' DESIGNED: VA DRAWN: SA•1 SHELBORNE ROAD 7 of J2 r Purposed Roundabout %� `���s� Type III-A Barricades with PHASE II DETOUR ROUTE YP Road Closure Sign Assembly and R11-2 %io�q���H�0'fNIIlg11� \\\\�������o`Q CONTRACT PROJECT CHECKED: PVM CHECKED: VA x 06-21 0 a. Model: Sheet 1 Drawing: P:\Transportation\20067400 Shelbourne Rd\30 SheetDrawings\20 Singles\R-DETOURPhase 2rww.dgn XW20-3 XW20-2 R11-4 �. � '�� = Construction Sign Schedule PIN Ln Phase l I 0 Sign No. Description Size (f .)DRMA-7 u A. Con st ruct s torm s ewer t runk line fro m St a 20+50 to Type Est. Qty. • � , , o=a DRMA-3 46+50 Line "A" S helbourne will be open. There are no XW20-2 Detour Ahead 4 X 4 A 4 Ln - closures. Construction starts on May 1st. XW20-3 Road Closed Ahead 4 X 4 A 4 W 141ST S T B. Construct 126th Street Roundabout with the North, R11-2 Road Closed 4 X 2.5 A 4 4TT R11-4 _ DRMA 12 East and South leg (down to Sta 46+50 Line "A", including R11-4 Road Closed to Thru Traffic 5 X 2.5 A 6 DRMA-9 DRMA 11 � DRMA-8 school drive). Total Type 18 "A" Signs o _ Closure from June 1st to July 15th. ' W 138TH ST L--' Phase :DRMA-4_ DRMA 3 Notes: Construct from Sta. 20+50 to 46+50 Line "A". This 1. Estimated Quantity for Payment: Type A - 18•ncludes the 121st Street roundabout. 126th street _ is open. Detour Route Marker Assemblies: 19 Re 'd DRMA-4 Construction and closure from July 15th to October q END CONSTRUCTION 15th. Type III-A Barricades: 176 LFT. Req'd STA. 90+68 Type III-B Barricades: 0 LFT. Req'd LINE „A„ Phase d Closure Sign Assemblies: 4 Req'd Road R i n XW20-3 2 _ Ty pe "B" Construction Warning Lights shall be used with DRMA-10 _ Construct 131st street roundabout, with Shelbourne road all Signs Located on Barricades. Type "A" Construction �B DRMA-4 �' R11-4 south of 131st street and 126th street open to traffic. B = ( ) p Warning Lights shall be used on all other Construction 811-4 _ 500' 500' 500' 44 LFT.� 44 LFT. _ P) (NP) (NP) Signs Signs. W 131st S T � W Construction from October 1st to November 15th. 500' 500' 500' W20-3 (NP) (NP) (nP) B B DRMA-4 w20-2 R11-4 DRMA-9 DRMA-7 44 LFT. 44 LFT., z CY 1 O M _ 1 DRMA-5 w DRMA-6 - DRMA-5 . R11-4 W 126TH ST CD DETOUR DETOUR DETOUR DETOUR XW20 2 o DtMA-3 DRMA-4 SHELBORNE ROAD SHELBORNE ROAD 1 SHELB RNE ROAD SHELBORNE ROAD XW20-3 ,-, °— DETOUR AHEAD DRMA-2 DRMA-3 DRMA-4 DRMA-5 ,. _ ROAD CLOSED TO THRU TRAFFIC END DETOUR DETOUR DETOUR W 121ST ST xw2o-2 — -- R11-4 DETOUR r131st STREET 131st STREET 131st STREET SHELBORNEROAD ROAD ROAD DRMA-6 DRMA-7 DRMA-8 DRMA-9 CLOSED CLOSED AHEAD DETOUR DETOUR a. BEGIN CONSTRUCTION R11-2 END SHELBORNE ROAD STA. 21+22 131st STREET SHELBORNE ROAD z LINE "A" XW20-3 131 STREET 131st STREET W 116TH ST DRMA-10 a DRMA-11 DRMA-12 CL d LEGEND o ��Punuuum � HORIZONTAL SCALE BRIDGE FILE o % Q:.FG�STEREO.S �� RECOMMENDED CITY OF CARMEL 1"=1000' DRMA-X Detour Route Marker Assembly TT sign Assembly N 0 FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o DESIGN ENGINEER DATE X x x o — Detour Route AO Type III-B Barricades, Staggered with - 60910005 iz� , SURVEY BOOK SHEET Road Closure Sign Assembly and R11-4 O Purposed Roundabout O`•., STATE OF ::`��\� DESIGNED: VA DRAWN: SAJ SHELBORNE ROAD 8 of 72. e 8B Type III s Barricades with %mss ''•!.ND ANP:'V� ,� PHASE III DETOUR ROUTE Road Closure Sign Assembly and R11-2 '%�,��ys/10'INI'Ip1�1111\\E �����°��\ CONTRACT PROJECT CHECKED: PVM CHECKED: VA x 06-21 tFT Model: Sheet 1 Drawing: P:\Transportation\20067400 Shelboume Rd\30 SheetDrawings\20 Singles\R-DETOURPhase 3rww.dgn I I � I I I I I , I - ­,It, -i 41- I -i I - -1 � - 0 '­4 - itjk N __`��,]"I'l l."! `l,_; I�­ l,�_�1, 4 , ­­­ - -" I � i� l­ �­ , , �11.I t� � I � L11 :�,;­ C 11 I- I I , ­1t;­ '.� I I.- � 13," l_ �_A _'-,,,� -, - C" m, J il,� -.�� i:1 " I �-­­ C) � %. � _ -i l J_' r­­ -_ 11 -4=) i, - ��j,� ­l��J i­;�.­­ 91 "J I CY _ i1_4 - i­ ­ ­ - , " , �' - � t 7_ ­,,, �Ylj' 4 ,,�t , ,J 7"w-mb, , I . , � I � I , . -, � ,11 . , - 0� i­l �,�i", ,j ��ii:�I 1� ,� I ,""t I",ti - � - , � � I , , - I ,I - ; - -t C, Oil, �.� �ii J � I , . , _11 1. 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J 1 � i , w ui� 1, cY, ­11- __ CY11 ­. -'i ,­ ,,j � 1� , . � t : 11-1-1 alkz qq;r cn­� c��., �_11 I "l'i"­ w I., ,1, -4 lj`�!'1111 ­ I I - _ 1 45 ft. of 15" RCP I " I I ­ I—. r C% (V , � I -��,��-ii I 1, ­ii �C i i�l I _­­�� t Ill -_ 1-1 ­i .1M .) ­ - _ _F­ � . I C `tt t ­11 ­­�', " it., I ,Ln I— �n, 'l� I � -_ -, � - I - ­ - ,. l�,r­ ,it,h7l I � I . , � I - ", (N��::ros , niiii � t., : ­­ __11 ;_��, %­ ',�', , ,­ ,11 , ",- -06 i- - -I,� I ,,�) 1� I 1, - ­1 __ ��_�­_ � -A" Structure No. I ��­ "" E" J _, 1- ,41 xll � 23+94 32' "PR - 6) U t ll,�­1 I I rl,I., I 6) I I �1_11l- l�� i` - ... - i�j I I'll I I 10111 �i - -, t� � �,, till , I 'J C_ NJ­ - I �,,�, i 14� ,I 1� ­� I I 4 -1-I 11�� t __ ­1l�- �',5, ��,r4i", `�,,"' "Ni C , ,1 , i: -1 , , _�� "i U, �:1J, I I '- � !'� ,Z­0 �;,I'll �­ r � : 11 ��, 1-il �i' - -� _+ 5 � 'i, �D nni, � ­�i� 1­111 . ei-i r....�`� � �7!"' I - � , - -4 & 'L, � , I ",1 l � -,, ,6,_1 P41 1 -- _�-23+00, Structure No. 100 �t'_ 111-1 Manholo-Type C ­ - (t ­� �tLi I- I I t - I , -i � t1­1 - � I� - �2 ­lll� - 0D .­1' 't r:� � l��, " ,,, -['� '11 1, �1�-'Z�'� IM, I I I -­ I I - � " -_11 " i1.1. � � � - "' , � � I ,�,, - l­l _ 0 _ ­I I I ­1�, 11"I'll,I �,.�I,� , , _ -_ � : � :­-, I " il" 11 - � I I 1� �-� �ll, l�� �:` I ilwwiy,,, I � ,-",,,, I -­� ' -i t , - -... l­ t, 7� � , ' , , ;11 .- - j �- I - ,�, I � ''I I ,,�, ­% I—- ll t, I 0 r,� ��", ­�, � �� • t r­ I " 1-11i"D � � '.111i, I --D T I'll 1-11 ,,, :i,­ 2�, ft. of: - � � 11 ,�,_ k I—- Ll-I 1, ­ ­ ­1 I I I , 11 � " I , - 111 11 �' , =A �t� - ­ Inlet Type J-10 & 11 23+80, Structure No 103A il 'itl,,�,� _Z_�. � "1811 RCP l,� , ­111 � , -1 I• � ,.� 1w t 11- "t, I - . " I Ili -1 �=_, Y, I i �I i ­� I I , -.1 so W _ , " 'i" I U 1:,� �11� I L, 1­ t I ­� 11 , - I ' 11111� >, - "I , � I ��,� ...­ � I � � vq �I I ­ I I N t'l � 3 �'­'Cl ­ 'i �­ I :11 ­ - I i'ti � .l ��l �` 4 �,_ I I ,­ � I ­1 I I �.,� ­�` 1 ft. of 12" RCP � 24+00 Structure No. 107 I I . i.- i, I � � Core Ex. Manhole to 1, I t i, � I Odii� T' Do Not Distrub , 1I 0 I 'll z �, ��_ ,, i Accommodate Proposed Pipe" � I Catchbasin Ty e K-10 & Transition Sidewalk to Cross Sl pe - C) I I I I I - i p - IRREGULAR TREE 4 1­4 � � i - '' � I I , -f�lif�pli ;1 �I �- I Exist. Pipe il' ,� - , � I , 4 CD 117 6 ­1 11� I , l 6 ft. of 12" RCP ,: ,,j,,�. I "O, 0 - I Tmi, I ­ � I q 7 24+98, Structure No. I I V � ,i Adjust Casting to Grade) �, , li,_-_- ""', I 00 in I ,in;, C �� I t , - I � 1� I �: I � _� � it + + � I I ,, � I I � � I I I � PRESERVE EASEMENT & L.S.E. - I � �'� I .11 I I I Existing Iniet,,33.34'LT I I ­� ; � I ­1 I � w, LU I " 4 i I 11. I -___1 11 I 1�1 I mtl� �J_ I �, '�_­ : 1 5 tons of Rivetment , I 'A core, Connect Pipe &Cap Inlet I I U� I ­ , > I I t I I ��'J 1, I 1� I �, � , zt � I I ; k . ­1 Riprap I ,-,�, i I I I � _11 I �� (Field Verify) � � 1� � 1� t - I 11 - � , , ; � 'I, :�__ I X/ z I I I I I I ,_1� � I I I i � � _ - - - � � BEGIN INCIDENTAL CONSTRUCTION . I < 0 1 - -1 Ili I � 23+45, Structure No. 103 41, I � - - I � - i � I \ � I i - I 11 I 11 It ��� I � - I � ­ I I , � \ I I I e I � I \ 25+00 Structure No.116 STA 20+50.00 TR-All I I Q* I I 11,I" - I 1, � ,,q0 i,­o I— Catchbasin Type C-15 & - I \ \ , - 1� �, t I I i I __ I I , I I c:), t I - , I � I i V, 11- I I --- .. � I � tz� N � I 1- I 1! � - : I I I I • i, I I '*� X , mL-, 11- CONSTRUCTION LIMITS - i I , �, 11\ \ C' A6 ft N. � �v� Catchbasin Type K-10 & i I t I ­- ll I I I'll -11 - � ! � ­ I - - \ 11 I 1, ', � zv �it �4 11\illll�_ 11 - __ t I I - �� -1 , . I I I - � I __\ i� _� - � .- � - (; X I - - -� .��i ­ I ,� � ,� � 11 i 22+50, Structure No - 4 ft. of 15" RCP I \ '1� � I I 11, �, \ I ;I I � . I . - ­ I � ,14i�i - ,-�.-07 1 1 " , / -- I� - , I I � I - � I . 112 `_ - , -_ ­ - - -- ,� � I t:�N, ED; ,I I� 8 ft. of-12"-RCP I UE� ­- - <�! I " / t , , I � 1-1 4 -10 & - - �_ - , 1'\ - + I 1 ---- I I i i li�­ I "il -_ , , Inlet Type K I � \ I . i_� 9- - 1- I I I 11, - 1`1, I ___ � - - - - -MST . _` - �_\ t 9 t , 1 - � � , - I �r ­­ I I— - I . I/ I � 1 -" �:1-�,�- - .11 \ :�-,- ._fiEP__,,P_y - - 1 9 / EXIST App. R/W �­11 1 9-1 � -, - - - -i - 7-- - - - - - - 19, 11 � � I � 1-99 999 - � i , I il� I i-- - - - ` � Iz 9 I ___ ___ 1177i ­I - - - - C) I .1­ ­­ I � 19 �­Ai­,,p, i�,ltv7i I - / � , \I 11�L -46 ft-uf­t2'-RCP1-- - - - I � I --, t� !__ - , - ..... , I i 91 11 11 - 19- � 91 11 � ­ 1� I _ 9 - � i 9 , ­ t, -9 -- - -11. I - , I I -__ __�, - - - -_ 1-19,91 1 � 9 11 - ­ 91", ­ � 11 -11 -1,11 I 11-1 9 � I � - � _ I ,9 i �i - , 11­­- ___ 1-999- - 991- 1 - . I—— \ � I ­­ - I - . 9 ­ . 9 i 1 - 9 9999 999 .. L I i I -, L� 1 9 1 1 �I �, - 19 V) """", � , I __ 9 ! � - -_(�), I,I �,"', , �', � 1: I "I 1 11-9 e � \ � ­ ­ � l)�, - � BO 1, 01 � _, I I � 9 � - 9 i"� I ____, bo �- � / ��� (�) - /�� \ - . 8 11 . ­i ,/, " I I V) t, E 1 � ," - -1 - /I , ,, &� -A, -, � / - - - - � - ­ 9 - t ­_ I ­ 9 1 �111* , I - --- ,, - I -1- � - 9 � , - -9 � 1�4, 1 1 , - I I I _"il� �tli, �0 9 ('144 - 9 � - "IE-9 - -A;( - 9 1 9 - q I _�l," � 1: I I -1 999 + I -9 � = 9 1 - 9 1 %-, 11 � � I 1 9 . � - I -- - i 99 ____ �� 9- 9-9999 ---- -IR �9 .. _. I �- .. - .. � ­4 - -_ - � ,, I I . I I I BEGIN PROJECT N , - N Structure No. 105 ' I 1�� � Nq I < � ­ . __1 N -_ '1�i ' I t� � 4 1 � 9 1� I I - � i 9 � 9-11 9 1 � � 1 9 �D , l I ­ 9- 9 i 1, I � 9 V) 8 _ , 1 19 1 If : 1 9 99 1 i + I I (Not to be disturbed) -�__�_, ��, " V-4 I I I �-STA 21+22.00 VR-A � - t R 9 (Cal / - ,�t 9 t 2- Ex 60" Metal Pipe � I I 11 I � t I 1 19 9 il I I I 1 9 9 9 1 1 - 9 1 1 1 1 11 UJ 11­ I I LINE I � SHELBORNE ROAD SECTION LINE - NE "PRA"All A . z " ; � I ­ I � N 0004'39" W I F--i I I 9 .A�- I 0///"­ I I ;b � _l - _J I I I I ­' T I I I 1, '1011 ­� . 0 , , = . i N. I 1 ,BEGIN LINE TR All � ri �:�� - ___ I i M RI 7 22+50, Structure No. 111 23+00, Structure No. 101 24+00, Structure No.108""'­ (�)_ i I i 25+00, Structure No. 114 - U `­1 �- � , I STA 20+00, 0.36' ft RT * I Ln i,,�-, �1,11 k CI � - , - - i I `_ _ Inlet Type 3-10 & UJ ­4 Inlet & ,, 1 1�19 1 - ill 9 � N - 43362.2815 � 15-1 '31 Inlet Type 3-1 & t & 1 9 t Type 1-10 ' , �,'_ �0 �­ < 00 Inlet Type 3-10 ,J 4 .� I < � iLn _/� (4� 47 ft. of 12" RCP ,, 47 ft. of 12" RCP � 1� ,�,�' " 47 ft. of 12" RCP . _ 41 ft. of 12" RCP 1 4� I l� E - 38145.1305 ­ � I I t� 01 + \ 11, I I I "I'll 2: - 12" R` il 11" ­­- I 11� .1 - -- ..­1 ''I X,, 9 �­ -, 91, ,�� �­' � _ 1 _� � ­ E3FE3.9 l,� , �_ � 11 ii I ]i Iml I I \\ Ili [Fill .- . - _ , � FNN I ,, " 0 - - 11, 1,� R 9 9 1 I I - 1 �! I S zo I I I , I N� 11 I I -W-E- I - I I,1, I - I I '� �, I _1 I "I �� 9 1 20 38'47 1 9 , ii� " __ I � I ­ �- I � %a - U,, 1, - I LU I 1, N 00 48' 31" E 11ii., 11 -, I P 60 � - 9 1 � - � 1,� I I / (�) 90.90, "I - ,�. 1'� I I EXIST APP- WW 83.18' � I Z==-- - - 7 '1� . � I / ' ' I - - - __ - - - - ,9- ,dffht - - % , -_ - --- - - - - - - 91 1 \ � ��kA t, - h I ci� ­, I tj - - - - 19 - - 9 1 -1, I -A' Structure No. 108A it, I I - , I / ; _ - - - <. . a - 2 _+77, 321 1 9 - :I / , I - I I I __\ ; I , - � I itz ', r - - - - - - - - - ,- ,- - Manhole Type C-4 & I I , t, '' , /�r ,"��� I 1 4 1_1 "I : / "l , I I I G � t I � � CONSTRUCTION LIMITS I I � I I N "_ I I / 91,9 1 1 1 - 9 ,� �t 19, " "', I il - MICHAEL D. & LINDA M. ULERICH � / ,� I 98 ft. of 15" RCP & I , I , � , \4:�,__ � 99 14�, , 1, I , � I , i, �, , -_ I I � Ielt�ill`�11 � It if�'9,� I I ­1 tl�\ ", I � � , I %11 �1.�, �-;�,l­ l' 1, I I—, � q I I I I I I'll', � 199 1 9 � . I% 9 � I 1q, � I � - I � 1 PES Re 'd I I I ­ REMOVE 15 , , - Inst #1985-13999 1 1 1 - � I I . I I / �� ,,, � 9 9 9 � I -k6\�, , 1,, _* I % NC. PIPE ' � - I/ I I �� __I I I � - - 1 __1 Ili_��I 1-1 i� � I I - - , , 23+45, Structure No. 104 i I , . , , , , - t, " 4­ V� , � .,? , ::E - - i" ­ ­ ­ BOOK 351, PAGE 497 � ..�....,......� _ 9­ "I I i � 9 � ql!,� I— , 9 M I i'l !�:�,� ,I I I I I' ll ��_,�q t, 11 - ­ ­ I 11 I 24+77,,,�321 11P 5� ` 1­0 . i " I , SADDLEBROOK AT SHELBORNE �4i' �- ' ' . , . t � I I 1 9 1 45 , "'i" "t 9 i I I I R­A% ructure No.,108B t U_ if �I tl Inlet Type C-15 i � i I � � .>� I I , �l i, 1, IwAt*_V, -� bc�� I.I.,i-, 9 ­ `- i i � - ­� � � �,� I - I I � I � , 11 ,l I I 1 119 , I I -, � I - 9 T', �-, ",-�!-�`, �� 47 ft. of 15" RCP � Do Not D stru i, .i� � - I I - C, " - SECTION 1 1 ,�L�, I t I I I ­%ll, i_�� E��,,,%�-� �,_ ­ , i b 1 89 Ft. o Pipe Re�lired I 11 t i � . 61 I � I A ­__ 111. 11 l � 1 � I 1��s I - - . 1 9 , I : 11�1 - : - 1 � I I'l- I " I I I 1 9 11 9 Exist. Pipe I ,i �­­ I I , 9 1 �___ Inst #2005-00077944 1 - I I---,-,-- ­11 - � -9 -9999 1 1 1 1 1 1 1 J."rendel D in - I I , I 1'11,�.­ J -� _ , � t � � I - I - I I I "-, ,i'll I Lm,l ,­­ ,I- ,I ­C -I'-T. ,...... , �- + 4 � t., �_, _ -t% � � � I- I " _iii �,,, I 11 91.1 11_­� I - ", i" �A- t 1, � � 9 , I -9 1 i r ­­ -, �� 'r-r , I � ­-,I� � � I 1, - ­ -11:� 1­1 I -i ,,, I ,", ­ � 11 I I 11 I I , I I � 9�4 - I i - i��, 1 ­9l­1­11 I—, - , " ­� , �,�� '9, � y� _, I t; I. � llii­�11 I l I � , I 4�1 �,.�.,�,,,,�,�"i""��-,���;��7i,.'�,,--� �� ,,,�i ��,,t��"',�,�',""�4���- ',� .- t t �""', I— I " . 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I 1 9 1 91 i ly) � I I � I 1 9 ��,j I -11 ! I t--) "! 9 � 9 I - 9 9.9- 1 � C k\-1 r4 9 'I . 6 " �� �,>) 0') CTI (T� a) I (,--Y) 9 99 1 ­ 9 1 -11 I 1 9 'M 9 1 1 "'),� 6 , 1-1 C14 11 t I 4 i 9 - ''I () M 9 11 I ON 9 � 9 - U) - � I ­ 1 99 1 a-, 91 , 1 ­9 9 t fj,) 00 I � I I � co 2 9 9 C10 00 ()000 C-0 co 00 ­99; � I � 9 1 9 � - CfD CD � 9 , 9 �- � -_ 9 855 (3, ­ I I I �� � 855 � ­i � � 9 9 1 ­9 M i I 4 i I � ! u() 400 a-1 16d 1 1� 20+00 21+00 22+00 23+00 24+00 25+00 M � - ,�\\\\\k\kvkllltllllllllliiiA�11/111,11 HORIZONTAL SCALE BRIDGE FILE I � 0- (A) Bituminous Asphalt Sodding, Nursery , . 14,111,% OS OW Wedge and Level Indicates Ex. \\%\\\\\\, 400, 0- - 'Ps &% a ,\-\ 'R", .......§-i..... " , /'� Asphalt Removal 0 17111 ,J -OGI E#? RECOMMENDED iDt-0 w kln CITY OF CARMEL . - S�.. % . bk_ * (P) Bituminous Recreational Path "' . . 01-27-2010 VERTICAL SCALE DESIGNATION M O Roll Curb, Modified (t� Truck Apron zd__�'� I...--'* No "... ;%--�i I FOR APPROVAL DESIGN ENGINEER DATE I T=10' a � . X = - = : Iz! 4 Concrete Curb & Gutter Type II � * � 60910005 (�) PCCP, 4" (Colored and Stamped Grid Pattern) (�� Straight Curb . . - . -.1 ... , SURVEY BOOK SHfET Q on 6" Compacted Agg, No.53, Base ... T T .. DESIGNED: VA DRAWN: SAJ . . I ..... ..... �� 10 72 "� I OE l,l % ......I .. ... . F 0 4 Alternate, Concrete Curb & Gutter Type III (K Letter Denotes Mod. Curb Ramp Type; Colored and Stamped Median End Treatment .- ..! ........ 1%. V SHELBORNE ROAD -All CONTRACT PROJECT ", ", PLAN & PROFILE LINE "PR-A'+" 1 4 Concrete Center Curb Type C ", CHECKED: PWM CHECKED: VA 9 (�� Resurface Over Variable Depth HMA I L_ 111111111 I -I I 1 06-21 Model: PNP01 Drawing: P:\TransportabonUO06740OShelboumeRd\3OShoetDmwings\10BBsesets\R-PNP-0112.dgn , " , - - , , , , - - \ ` - " , " � - ' , , -," Proposed 0 'a se Grade)d P e, ipe \ " X \ \ 0 , \ Rip, , , , , � I a � , P4 e N 3 " , . 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I� - , . kX� C) " . � I - , CD C;) -� 11� A-- ,�,- - CX 12 kA ,r� ,;L %..,f I � 1: � 1�1 I . . - - " � - - ' t�' -,1%111�`�;Q-� �"I , I . �'t., -� � � I � . � 71. . . � I F'�" �%j "I / w',�. � 1���� - "�� "", , A� 2 - ­ , , - , - "I = Sta. 31+15' 2!�'"PR ucture No. �31A\ -- � " - M. , I -111,�:t vr,rjl�;,��, 1�� ,.- - I � 11-1 I Location Of Swale As Per Plans , Ili� , �,� , , " , - �,�� , -i ,- �,­ 1-5 -�t--)v i I . l.- I i�',-� 2 1,,"' � , - �0 -`i,'��-�.ii " " � 'V . - P�-';Z-,j -�;-; .11 �'-C�1".$ ,:� -1­ i I � I C) I'll �, I -n ��" �,��, I �- - . ,,, --- �,01-s , 11 � - 1% - - 11, _; � --- I I - — � :1� - � ABNEY GLE - -,�,��11 1� � 1 4 t-� � � Type:c4'& 11. � , - - -­ � I -- - y , 11 � - C) I- � - -:�j r'l " � - � ,1�,� 11 �;�A,`j � 10 , N'All-", , I., � � � 11, , , , � -, - 11, 1, � I , - - 1, �: " r"" �,,,,,1-� , i,,--,�-r" i4,,',ir",i-4�JN,.__, -,4�� Dated 02/22/06 For Abney Glen � C� � : " - lddmmw� I� -1-- � y,� �-L �& ,,� I � I '"� U�R , N, LLC j- ,'"7� ' -I-,- " Manhole ,�-- � �- ,� 1�- � �� I � 1 14 ��,, � � , - , � - I - -:) �- �- ,1 I � 1, � -,� - �N--�,,� - � - -��,a�--� -1�,,� �,tt,�,��3, 1- Cu"I'l-xAlL�tz'<," �Ir�,`j �4`��',%2, 110-� I - - ,,,,I 11,� --r7-1 -I Ij - �� �- " 1, -1 ". .� - C-4 , �`..... !,-,-(j -n - ��, - , , ,� � � ,- - K�, I'll �, I � I . 1� � �y ItA� I I � i �� -� I � � I" , , a�:�N , _� I � ;� �1`1 � -' � - 71 �- -1-� 1� � . � I I � I -� ':' �,1, - ,� � + -1- + " �-, �',I + �� L 0� : - ,� ,- � i- 4�1i�� . 1-� I - I 1-14 u;:x"jm�-j"�VW, (Field Verify Before Construction) ,� + "� �"`�� I n, I -U,- � C�V;0� VP �-J,---- �ZkDllj i-P,4 1 '. - �-,N.�, r1i"', -047, -,�� '�'�, �� I �'� I �- �-,'.�,-;t�T�, I - 81-. -- .1 � � .�,I I I -- - , . � _:�i, I� ,1 , �111; -S -,I - 11 I - � ,1­1-- � �, - i -I 1 th�'- 11 20, "PR - �-:, '-" ,,,� . 11� �-- 1� � I -, ".1, I -�q � ��n- - 141- k4� � Inst-'-,#20067 0010866 -00","r, I 11 � 47ft. of 12" RCPv' i 31+ ic �� --., ko '�",�q--j I llji-�, - I r*.,., 1�,") i "9 I , - -- �� , 11�1 -11,,�,�--$----i�-,�,- ,�:,i`-----L-+..-�r`\ 11�, -e-�- ", 11�',�' ro L� ,�,- -- I � ,�, - -12 1 , . - i7 11 I I k;� , ,�-": t,'� �:- I�-, ,, � ,"! -' , I � 31+25.01 , �­ �- ,7 -j-�r , - �-- I-- 6" �,-,1 V,%�4-i­ y- (16 � - �11 . I I-P, 17) ,. ,,,',,� "-i; � - - 1�11 � � i , \ I � �.......�F',- I - ' - I - - I - �o �-��j -�, ^01% �� i o 1,�n ,4:�.' ­,� ------��- I? I� 11 I �� �-, — �- - z D �F - h t": I � I"I� i � i il - , 0�'j I � I �'tl - �, � \ ,-, `� � 81.Q, - ,, - ,, , I - P-I— �-� � I�:Z -� _I ", �:�:.t Vi� I -11 �4 ,�� . . " - - - � - -, �. - ., i-—�....� I I-- I--- � � I IT I, - "�� , , ��,� I I 7�s �:::�!!-.;,!:" -,-,!:,.- r--,�',`,--�-�—E-1��< L,�1— .1—1-11 , 7---�" -`1 �i��;� ,�K i-, � � Is".% , � , i�,',;5- ��--H-5 , ,C1114"i , 29+10, 32"'PR-A" Structure No�,'424A 1 PES Req'd ", - -Sta 31+20, :PR-Avr ��'- ,4! 1 ��, � , i�� 11� 11--- � � � �-11 � ����,�'�I,��?,I"::,�-":-"��f!� �� , �';-,-,,--; ,,�,,Z � � , �tl � , �"I " �� 7 ,, i �," r- .,. �� 1- r--1 I k r%-j I'� �.... .1i , b -, %, �� 44 C, 7f �--- ,-- !� � .111,�� ;�, ,��) ! : "',1.',,�; :3 M'Ili ��:�,- �-!`,�r-1, , � �- , I I � , , , - - �0 I� .11- 1-1 --,i, -1 1- � � -� " -',�' �-,' -i - 11-4 I- - �-7 -� � -1-1 1-1 � ,-�Ii I :.z - ,L,� 1,1� �,�!'' �-- �:--, �.... �,,:t 111� i- I i�, -- 4�i�" � 1, , , '' ' — �. - , � I .-�:, 10 � - z �. -� ::", �- "-:::; .t�:, --i =' -�I .7-1 -- Si , - - �11 I'll - t I IV -1- I -11,I�, :_1 - � --11 I 1-1 I I El. --"- " , - 7 -a - - ili�1-11; < -11 11 - - � �--� I ���,%� -�;,, i,-,:"i,:�`I"]��,�� -f� 111,11,��i - " �� cl,:l -- .1 - ��,-=.� �Z,-%�;,:,;!, -- - � " M I � - -- ,�-��,,- 4-b � �-- , I -I'01 -�� I _ ,[ - -���� -i' , F,;,- �:�, - 1.1- � � FO C. ,�,,,,<D ,;", , ") D �i"?b,�-\,�4,;r 2� � --i r - - 11- , Manhole Type C-4& (D -11 -j S cture No. 136 �11 :�5 1 -, -- . i .��11 ��,' ,', ,t-N 991'.1,15 .- - , "t"".", 1-1 - I \ � � t - - �, �, ,6 - I ,", - i� ,� 01D 1. 7- - �- � � 1� -� I - I , 0 ,,,��,,=��.'1, . - -,i. I �w = � � I i� - I �Y�," , :j, q4ch asin Type"K- , I I I I- I � -� .�j I ��� , I - �, 4. ill, 7 1 1�11 I 1-� F6 .1. ,i, I �� �--,� i I I I I :-` -:�- �`4 .��.,�,,,-- , � 10 & � : M LV I I K',� 64 ft. of 12" RCP with - �,�\ ,1� � �- I -�- llw�)-,`�t1a D � - , �1 -, It � I � � - � i I I j� , � � � 11 01 ; � � \ L9 : i CONSTRUCTION I 1 +82.3, Pub. I I it �4 PES Req'd (Outlet to 4 fle. 1 P 11 , 35.00 . t I " I I I I +05.2, Pub. I I � I "PR . ', I I - I \+ - I I I - � 29+00.00, 98.9 -A I 11 -- I � i 1, LIMITS - I I I I I I I � 11 I �, I Ex. Swale From Abney I "I I I I Street Appr. i � Street Appr. / 85.00 1 � l� ; El. = 901.55 1 1 � +15.00 1 LU 1 1 � 28+00, Structure No. 121 � - I � I 1 26+25, Structure No. 117A CONSTRUCTION i I � I � 27+50, Structure No. 118A ype � � Glen Subdiv. Plans) I�\ I \ 85.001 1 - - - - I � 11 Inlet T 3-10 & �,1+90.00 -�� 1, +61J, ub.S t Ap r. I'll I � / z 11 I ��,I (Field Verify Location) � I \ LIMITS Inlet Type 3-10 & �i 11PR I // ,I I Inlet Type 3-10 & / ca "I 1� 47 ft. of 12" RCP 47 ft. of 12' RCP , � -65.00' 30+00, 32" -R1 � \ 1 +15.00 1 ,� 4\, / < 0 1 1*1 � - - ..I 0 1 � 47 ft. of 12" RCP , / I I I - - +10.00 \ � I � I .:::� - 'PR- � - � Structure,N6. 126Z 1 EX. R/W / I I I � Sta. 28+73.35, 32 A7 Str.-No. 121A - - 4 & I 1 \ +15.00 I I "I 1-1 !� +90-00 - - 65.00' Manhole I ype 5Z-q & I I I I ! ,ill I I � ,o�/ / 1� ',�' I 11 Reconstruct M.H. - - , -:P10r.00 - 29+10, Structure Ito. 124 tr i \ I 1�"­--11-�_, I EX-R/W- --i-1, I I 11 I / I \, I I ,-� � 88A. of 12"ArP ,�,,--," 1---- -11 ,� - � �� - 1-11 1-1-11- ----,,-",",,"- "" ,�,.,�-- �. I - -- 1 11 I � - I � ; , -77��,,[ catch - - - - - - - 11--I I-�11� - - - -- -- � I / I-�� . . - I I 11 I 11 N - - -'�,, " - I I� - EX R/W �pin jypq_C-1�5,&,,,,,--,�,�,- -- ..�,— ---3'04-00,,Structure No. 127 � ;1 \ -- � - ,r � -- - -- - _-- -- - - - -,- - - - - - - -/ I I --I o ,- I ��-"I 11 I -- I I - I � - - 1 - � I I -- I - � - - ,­11---- - �, - ..M AN .-4 1 ft. of 12" RCP E]XIST A,pp. R/W It -1 � I \ - - - - - - - -/I —--=--M-� .r-� — t ..---''.. , -f- - I I I I 1� - - =-- — — — — — - I Catd1basin Type K-10 & , ,' z I . - - 11 � ! : - 1 1- -11,-1117- - - -...--�� I I - I I � , I I — - I I I . � L i i,�,%-�- -- � ,-' :�, � ,� �, �, e, 1 1 �--:, i - - � -11 I - - - - - — - I � - - - if I 11 - , ,- - - 11V - I 2-- 111- ., I I I I - q;r � i I� - I �I �- � I 11 11 I I I --- - ;,_,;� i� 11 --------- -- � i, - -1 I - - ,----, - - ":�, I----1 --1 - - I �, -� � I C I ­ - I � - I I ,� I 1- 4 ft ),of 12 1 � � I I - I - I I - - I I � 1-1- I-, - - 1, 11 I I I I I I CD I I - I - 1, I I I --11 -�'-� -­ � �� �i - � I I T - I -1- I I-- , - , I �, I I � I � 11 I ,�� I I� I I � � I --- 11 -- � 1'� I - 11 t � 1 1 I I � - I � I 11 �, I I-1 �, I I i�,I",I t I,� ,� � i ,,,� 11 ,I 1 � -, " I �I . 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M Ln ,0�� , , I I �, 10r, 1 1 1 � �D - � C) I I � I I �i - - - i 'e��C� I - I I ,+ , . - I I I - - I t . � I 11 M I'll � � 1, I ; ]l III I � I - � � I *k- — I I - � � "-5= 1 - I I — 11 � I % I - I � I i - I I i I � I - , 61 W1 I + �� I " - I N# - i - -- � - � � - � I I . � , , I . ;b 11 19, I I I 1 6 Lo - I , R , I I , ; 11 � I � I --I , R q � C1 11 � I � - � t� i I i - - -- - - - R I t I \% I t 2 T I *1j I T-1 I I I I I I ,� 11 - ", I I zo 1--- I I I I - I i � � :� , 1 I � I I 11 ." 11 11 � I - I-- . r i i I I I �, 1 T-4 ; I -, I - . t , � , I, I fy) I I I I C2 � I , C, I I I - � I I 1� \ U1 �, I --- - l� � � - - � 1� I I I 1 i - � . I I LINE "PR-S-121 I .�� < — I I j 11 - (j�� I � I ::� N 00 041 3911 V A I'll, — i . I . -, I I - I I I I �) < - I I I I . :,L \-� \1-j - F-.-- Cq I�I � 1.1-� I I � I I N 00 04' 39"W SHELBORNE ROAD I r I.1 -�, � Fq� - —, LINE 11PR-A`1 "' I - �- 11 � F-Z I - 1� � I I�I - - � N 00 04' 391T w (n /0-11111111 . I �0 I I, I . I � - to I 40--l" //,* I � I r" �m I - - " � V) ' � � 1 1,315.54- -,, I I � 11 Uj "--�-Sy I I � , i "--�Sy LINE "PR-S-121 W, -\ I 140-30' LU - I I I 11 11 i I I 1% FNq '- I I - - - I - 11 I j - 1 11�--4 1 1 1� I,� I I I � -� -1 - � N� I A I I 11 - - - - - I -0' � I Sta. 31+20, "PR-S-121W I N 00 04' 29' W - � - t I I . , - I I I - I - � I - I I I � � I 11 � I I I - I i I , I I -j li q- , , � - ---_ � � I ,�W' i � I I �0 C2 Z, R zo � -j r-1 I I I I � - I 1, "I' ',' ' . , 1 2 // t = Sta. 31+20,."PR-A", z I I � : T-4 i, � I -1111 �n I I z I I I =�I - , � -r "' I . I I i I - , 1: �, � t (cD �, Structure No. 131 �k�,i0 , = I I - . i .0 M - -.=L- i .�. I- Tn -10 & 4K.., * ! - I I . - F-- i � -n 1111- 111 1111 III I lef TY13P I U _ .. ?4� - . I ""I I 1\� I -- I %D --I*-- F � I "I I -1- I- - -1 I - � tO FL. of i.4 r ; 11 I N� �D , � � !� t 1� �� ­ � - : .1 I- 1� ..4,1(�)� , I 1, 11 I �j I I --1-1 I I�--�- - ,\� I 11 � � I . ;.. � ! I - 11 -01--� -,-� 1 47 �" . 11 I I � - i \� --MIF-- -do-- I'� I I 1� I � 61 --- — I � - � I r I I --I*- 4�� I-$" ,-� \ / \ i / I I.- --IIIF-- + 2: -- bo I � , I - I I I *� I I � I I �.� I � I - : I I ­ : I I 1i � - I � I + - - \ - I 11 1-� Ii ), I � ...,== � - \ - � I I 11 — � -100 1 2: 1 1 ��%, 1 �,41 1 � 1, I — � I I I � . I - � -.-, I : I � ; i '0'1-� \ , \ ""I, :::::����100 , I , 11 � �, 8 � I I-- � - � � I I \ - � �, I - � , - I . - - I � 40- R � I � - - - - 77 - - " / - - -I - ,/W I - I - , I 1, ,- ,� i - I � V- - - - - - 40' R/W I I I � - - � It I , 1� - - I EXIST App. R/W =- I 111.11, . \ I I � i I -- - - I I - I ,,,,,,- CONSTRUCTION LIMITS 1�11 I , - - - , I I % ,� I- - -,- - 7 � 1 7 1 - - I I � - -- - 1, - - -.- - - - I - I I - - - I 7 -0 Ln ,1, I � - -,- - - - - - I - I , I , 1� � . - - I I - - I - � � -11 I I k� - - - , I I C� Ln Ex. PL� \ / fn I I I I 11 - - - �I �-, e- � I ' 1, '- - � I �, I 1-- - � I ,-S, I '�� I + � . 40.00' \ I F 1, I +� , ,1 27+50, Structure No. 119 ' I �� 1� I I 11 ,,� I I - 4 1 1 .:- I Sta. 31+25 "PR1--121R" 1 26+25, 36"'PR-A" Structure No. 115 . 11 I Catchbasin Type K-10 & " `�i' I I I ,I I I 11 I = Sta. 31+25, W"PR-A" - � Manhole Type D-4 & i 26+25, Struaure No. 116A \, - I -i I I I" 7 ft. of 12" RCP �' I 1 28+00, Structure No. 122 1 1 L�l I I 1 +38.1. Ch I Dr. RAn',1- Structure No. 132 � 1 33 ft. of 36" RCP Catch Balsin Type K-10 & +91.8, Cl. I Dr. Req'cl. 1-1, I - - I I 1. Catchbasin Type K-10 & I I \ I " I W = 20.0' Manhole Type D-4 & , I I - � -1- I - 1� , 7 ft. of 12" +64.8, C1. I Dr. Req'd I � ", � I W = 12.0' z 7 ft. of,12" RCP � 30+00, Structure No. 128 1 - 1 319 ft. of 36" RCP � � - . I -1 � '- I - W = 20.0' I I 1, 41 1 .0 I ) �9 , " I 1 29+10, Structure No. 125 Inlet Type 3-10 & I - I -1 F -D . I i r- I � Inlet Type 3-10& 47 ft. of 12" RCP - I DETENTION POND *\ I 1 27+50 36' "PR-A" Structure No. 120 1 1 1 1 1.5 tons of � � - 47 ft. of 12" RCP 1� (SEE SHT 35A) 11 -1-- i� �11 r � I � k � � � -- I � � � � I. -,� � �- 1�1 --I- , �t �t ... .... �:� - Manhole Type D-4 & I i I � � v !� � - � � t 11.1 � I �, I I I - - - � I � -1 -- , �, 11 --�-..... I 11 I - +1 In - -1- I�-,, -,-, .� � , 11�1�I�11 - ,ill ,� ­--�, -�- I - I 11 I .- I ,� ,-III, - 11� - 11 I I 1\ -11 I - ,� - I - � I � � I -ii, I I i . I I � I �� ,, 1,�-;,�,�J\��-� I�Y-�' -1 4� I- ",I I I St ,,,,,, ,z - , - 11 - , - - - I - � � I Rivetment Ripeap 11 -,-�,! . ,� � ­�,i,�_--- ----�,,,, 1�� ­_1 ,�. � -� 9 RCP 1,7, 1� -1 ructure,No -,i, z� -, �,� ,,- t,��',':�:��;,-�-��`- , "' ': - 4 i- - � �- � I , .- �, , ,� .i� ,,, �-:, ; � - I � -,; ,11, -�-��:�,��,iiri�2-,-� `�", , �- " ��-28+00 361 11PR-A11-­ � 1�ii, 11 - � :, , , ", I "I � I I 11:, �0-�,�,� -1i �Ii 111. - - 119 ft. of 30 �.�,t,,, ,-,"'I I I- 11-�, � I - .. I ,� �� 11 I � ,� ..1. IN ,� '11, �i JF - : I - I-� -1 -i 1:1 11--- I � I I �- � , il- � - - ,� NOTE: ", - " � � � I - - �,i� 1- i,� -- ,", - �!-,.�,,,�3'�'I'�,i���"I'l"�,',�-�ll:�:"���---���,�'��,,,��-P���'��,S,�� ',,�,,',��,l�:�,"��,,-,,'�� �, "� - ,�,j ��,-�,--' ���-!'��--�-n�4" C,i '-, ,� 1, � -'�,� , -1,1-� �,,-��, I� ,� ��,�,- ` I �"I � I I 11 - - 11 -� I , �, , , - I I � ' ' I " ,, ��,,� , , , 1 : ,-,,"'i j-, - -1'� -���,, , -� ,��,,�,,,, I - i-I-: ,- I- - � �, I I, -,� \� , I � ;� ,:,\ ., , , - ''� - - , - I I " I ��, i-�-�,i,-��- 4, �-,\i-� I-- \,;--�-�-,, " ,�; - I , . - -1� �-' �-��---- ,�, ,,, " ,j� -� ,�:, - --�� i,,,,,,j il �� �-� - �- � . 1, , ��I I I - I I I 11 I I ,� "� , ?, � - - , �,- z11 �1� �- 1-1-4. I- �- - I -�, , - � , I I I I I - - � I - � I- I I 1� - -�--+,�-- -1�::il�: I � I ,t j 1 --, z-- 'i, I ',-- i`-, -i �. , � , - k1-1 �-,,- -- �-' -,�;!�,-�i_��,� IJ�"�I-, -,�,--�,-�i �",�� I - I - ,- � jl I- I - �:- , Manhole Type D-+& ­,� �,J I'll � - -� JIU�CK�C ,i I I 11 I , I, :1, I I"I Z I I I 1� MICW,(EL MALOY - ". � - -1 - , w- �: I ,- ­ -1 I , ", ., ,- ., I "�� , - , - �,,�,�,�,�-!'-,� - - �U"� - ,�- , �,��,, -� ----� �� ALL R/W DE RIBED FROM LINE 11PR A" i'', �­�.-Utl����1"��,,," �--��,_-,,�_i�\�,�,�, ,-�-�,;," ,-, �- 11% 1�i�,1, '�,,�� I � 1. 11 1� - - " -� I - - � ,J,��i' , I - . � I � I - I \,� 11 -1 I 11 I , , - �, I i- � - I �1-I- -1 - 1- , 11�� � I I �,i- i, 11. � �,�11 � I , -- .,�4�, 11 - -�,i,j- 1.�� - - - '11- - � It, , 1�11--- � ,---it, 1-1 �. ,, ti,!�,� ,,��,�:-,,,,�, I.-I-1 _- �--; �- - "I - - ,- ��,- , , - -� � �-":,v-,,,--.'""t i��,� - �'a 14� ,,� I I , I I I, I - '---�, ;,,'I -�,� -�, I ,�-11�,�-��`-,-i- �� �,�,,'�,�,,,�\-� 11, , 111 . 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I - 11 i I : � C) I I � i I � � � - . - - t � 11 � I :: I I � I I I I I I I � - 11 � � I I I I - - I I � � ; I I I I I � � I I � - � I I I I I 0 121st RAB LIMITS � � t I I � � I 11- - I I I i I I I I I I I 11 i � � I t I I � � I I " I I I I - � - I � t � I I I I - I I I I -" � i I I t I 1. ; I I - I 11 I � PVI = 29+10.00 , PRO zILE OF PROP 6 11 I - ; � �- I I I � � I - � I I � : : I I I I I � I C3 I i i i I I � t 11 � I I � I I 11 I � I I I I :, I � 11 I I � I 1. I I I I . � � - ; I �.- I I I I I I I STO IM PIPE LT I + ' i � � EL = 9-09.50 11 I 11 I - � - � - � I � I I ) i I : � < C� I I I 1- I I I � I I I I t I I � - -� I I I I � I I I � 11 I I I I I � - I � - � - - � 11� � I I I � I � � i (PLOTTED 10- ABOVE DATUM) -I � � � I 11 � 1 ..4 cn� i I t I I I -� 11 I � � -- � � � I I � : I � 925 t ' ;t ; � � t I I I I t -- I I � I I I I I I I I I 10 � 11 I Im Ui I � I - i I I - I — I � I - 1, i I � : 11 I I - I i � " I VCL = 260.00' ?N 925 i � i I i I I � � ; � - l- I - I I � I i � I 11 I I I i I � I 1 T-4 1 ri " � 9 1 11 BEGIN ROUND ABOUT GRADING � ; i i i I I i I - I � i 1 1 I -1 . � � - . - � 11 � I i � � 4 I I � I I � I I � � - � I � � 11, I I � i � I I I I I � � � I I � I I -r t �- I � ��---� I ; � i j i : i 0� 11 U f I I I t I � . I - � 11 I � I � � � I i T-1 I �, I I I I � � . � 4 I I I � � I � - I I I � I STA 31+00 "A = 31+00 TR-S-1211! � ) � � � � 11 I I I t � I I I I � 11 �- � I : I t; , , I Of i I � � I T t I �- � � � I I I � I -- � STR 124A I .1 67 LFT. �� i I I i i I : I I t I I 11 � 11 � I I � � t � , j � I - �: I I I I � I � I I I I � I � I I � I & "PR-S-121 R' I � I I I t - I � i I I I I I � -- I I i � � i I i ; i � I � I I I � � I t � � � � I I I I I - I � � I I I I I � 29+10.00 - 11 � . ELEV. = 911.48 1211 Pipe @ 1% I � I � I i . I i � : � � I I i � I - 1. � I 11 4 i c t 4 ! � I � i I � � � � � � . - I - T. of 11 I I I I � � I � - � I � � I . I I I � i 88 LF 915 � ' ' t 't � I i � : I i I I - I - I � I I � � I I I i � : � I V- I I T-4 I � � I It 4 I � I I I I I I - I - 11 - 915 � - ,,, � I I � I � I � I I , � t � t I I I I I I I i 1-11 I � I I � � �. I r*1% I I � I ; I I 1 12" Pine @ 2.3% . . 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Curb Ramp Type; Colored and Stamped (�� Resurface Over Variable Depth HMA ...... /I-11HOM N CHECKED: PWM CHECKED: VA PLAN & PROFILE LINE, "PR-All CONTRACT PROJECT Model: PNP02 DrayAng: PATransportefion\20067400 Shelboume RM30 Sheeils\10 Basesets\R-PNP-01 12.dgn I. , I —I -1F JL% 11— - I 1 0&21 — , In 47 le ft t , T 0 y, , , / �A��,$!t , �- S -1\ [E!, -I it 15-00) , , r. \% , *1 la. z ' r,-R, _ _ _ =__ - ­­ � _ _ _ _ _ __ ,�_ ,� __ ,� . _ - - � --- - ---7 7'� , � / ��/� I I Z� `0 /( 0c, // , �C "O' N 00" 2 \11,t � - k R Y// U z i I, ;y I �-- < I ; , - - - - M�� N �\—\L� ' - - - �� T App. R/w � �Ln `� �- a. P - L 27+50 26+25 3 PR-A�' Structure No. 115 + � I - 7i26+25,k�Stru \ \ \ \+38.1 1 \ \\ . I . . . . I I � I � . 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Sta. 31+15 "PP,-S7": I , , �� ­11 TIE INTO EX15111 ij�,I- 4��'4i;ij l:',CAAww4F, 0"0:4 I , , I � 11 ��,-,� "i �', -L - I 11 U - K!"t- - -, _/ - - - C' " , "_� �,,, ,", , �, i I-1� ," or'Ln,,�,L-�0 � q:!J4, �,­­, T, ��, ��, , = Sta. 31+151 -�' - - .1 " ,-,� ' ��­_:T ��� ,E �", ,;,�::K� � i - " � , � M, I., -i � I"� ,, - 1.4�_ l D"Ofti I , , " + , � ure No. 1 IA - il - 11 ____ __ � � I Manhole ic ,, .t, c � � �11 C)� � � - - BASE ��, 1.1-i " _' �j Ill I - I � �­­ t", - "n�jrl, , �­_�Gil 1 l, ­­i'),3�_ - ,� '. 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K__ " ___, u ��­­­.... ... `��,�":�T , -" , � 1 PIES Req'd - r," "I �� tv 1,1�' ,'I E,l! w- �_A ,_-.1�3 1, / _��,_��­4,� ��-, -,,.�",-­ .... .. ..I , 47ft. of 12" RJC , - , , _�.,' _ I CD� ��',� -�;, "', F­ , -­ � ,_ -_ �'i'z­ t," - �� 1. -D t� ,,�t,� 11 / I— ��t, � t� ", , ill­ I � - " I I � - ki"', _i�:�' P'-, �'�� , , �,9 I IV - "I'D I "I" V:,� " ," , - ��T,� -- p j, -1. 1- ­ , __ ,�z Iq , , ,-,- " ""', � \\i� �,-�,�-,, , 11.1 , 1, _T­ ­­i-,rl� c" ' - ­�� 1; 11, ,'�-, -T,� , 4, w 'i, i I a \7�H_:­ t�0'­y_7, �_ , ,��l " I I ­1�11 , / " I-, 'i 1 ,� - , � � t-- ET;al �w. 3 1 �� , , - "I , , I �; �Vl - ;�I I�.w 4t, - 15 i :_ - i ` I - I 111� _'i �%, `TT� - L; ,]_ �­ Bw�__5 u- 4") __ , L,�, ,,6 --�.�""' " L � . - ,�, n ,� - e, l�` -, � , , �6 CL I i'll, C! ,,`SEb 0-N KE,i �- ,-" �[- � - I � ill �,! Z,­ ,- �,Ti ,,, � " ",� " �: �., Ll�, - - '- :�-,:!�t,T` - z 1 '14 - ' ' ---. ­C� - � � t�" 1, A , - n �,� � -­ , , -�Oi_t­ �,,-�7 1111 l­ -- tructure N _�i �, - I I i_ - o. l3q, ,, _7� Ii! _�,���,,�,�i­ii,,, El. "�. , :� 11 ,­� -1 -11 - I --- � 11 ,l I , 81 I 1­11 1, .T_ I 1�11 1-l' U, I ­�` I . I �N �. �n 0 vb��.", ­ I- 1� l T� �lf � , ­ ­w � I - �, 1 '721 t ,,, � "I - I I I '­ .1 ttD C, I \ , ; " �,�: " LL ­ 1:\ I , , ­:� ", ,F � - - ,-,I- il� � ----W 5�1t, !--� c,� `�,'(D�=� W 1 PES Req'd 7 ��` '- , , , - ,il� �; .7, - X i=­ ­ .Nuluf I ­ - L.i,- 11 � . t- U) (V 7T,* _i ,� __ !4E I�s 1L __ - -R' � , T �' i _ L1111 ,-, :7_ 1+20, .PIR -1- ru I al. I ,- . '7 , - _11 - , _ , �­D,!:"* V - I I � ' � I I I 1-11. �, -1, I - ��,­, ��, � - ` � PLANS. HE -1 �t­ -il/- 1�4, z:1' I I "-� _L ­ � , ,,� - � I ­­ ' 0 E, t ,P �----t''E" 1, ,�,� . � ,-1 t I ,. - A, I I I ,:L eb 0 1 � -_ ,4 ��,` � � 11 -, , � ­ - I \ �', 1,�- � ; 'T­ ­ � 1111� - I _", I ,+67.7 ,� , I , �,, � 11� I ," I �- "t. - I � , _�, � 9' - "'I- �-- 1T`30.06',',, 7 , :- -1 q� r,­ � ��'�',i��7" 6 11'1­*Q�chbas -P" I , .,,,I - ��6 , � -1 :A _":_1 t�Jl' _� in TypdX- ,'� �� _� 10 & ­i ' - tructure No. 139 11 -09 .,!-S- t�­', L� :_ -_471 --w -�� ,4 ,11 ��." -r 'T -- "i�17 _ � y:7 ti, _/ ', , El. 4 - 5 !_�_ I - ,-� < I� �­��l 1­11 . ST& �-, :, �, ­ - 4, 1 " �_ �, I �, I �­ ­ ­�,�'� L - ­10,M -, L ­j, ,- P I I , - " -S-1 11 --,i,, - - � I I � I ­I - . "; �,� - I . I 1,� � 1i ­ I -_ I _�_) , - � ­1 - - I � - I , + �03- �,i I I 1, I �, I Ar 11, 0, ,� , Q I CL " -7",Q " �� A 11�� -, � �, I - Sta. 31+91, 2112 " �, - �,' "'D � � z "'; ,- � `7 0,-, - " � .6,"PR � z I J � I I ,\ 0 111x I 11, 'T 11 , , C hbasin pe'K- I . �"'10.30', ' ,�D* /,�r,-�� L �_ fl' 1- ­� 11 L , "" - � ...iq� i a `�"� � � 4 fir 1 ,I ­11 I .� Ty , 10 & ,� "1, E� - rPR­5-12�L" = P.0* - 32" , = - if I � t : � I I , I — - - � I � 11 � � � �F I I � � 1, I I " 1+9,,, ,,/ !�l� _ � 1� 1� I I Sta.-31+85 ' "P - - - +_91 1 1 1 1�1 +, � I I fl�i, ,� ,, 11 I ( T, � I - � 11 ,," Sta. 3 , J, .61 HFIR-S-121IL"cl I 11 ! 1 133'3 .6 "PR-S-121L I - . 11 ii P �!' I 11 "':-_�4,��- �WTD I � 1 . 31 � I , '', , I ''I 14 "I I - I � - � I 1 ­­1 I __� -P,r-46,44 LT i � \ - I- I , � 1�� � 11 , � - lift I - I - _TR t I I , . ,_ - ­ � � � " 11 I I I - I =-Sta. 31+85, 38 "PR_- ' , I I , '1�1 - BEGIN LINE TR S 1, I �, I � I, ­ I __ I Lul, 11 structure NC 10 -A" ' I I . I I I ­ 1, . -S-12iL" I I I 11 - - Manhole Type.r- i = Sta. 31+85, "PR ­ , I" I I . I 11 - 1� I I I I � I PR-S- 1 , \ 1, ­ 1. 11 ­\ I Structure No. 133A RO.T. I Structure No. 33" " = 31+91.6 "PR I I - ; \\ If C I I I ' Sta. 31+85, PR-A" I Cl) 1; ; � 7 ft. of 12",-RC I � I - -,31+ -A 1, , , �, \---,/ , I I -A" ,I I I I = RO.T. 0 " R LT ,� \ Manhole Type :4 T 1 30+00 32' ,,PR I x A Catchbasin Type K-10 I 1, I , I � 11 , structure No. 133A I " "-- I I I � � x � � : , I \ 7 ft. of 12"-RC 10. , � I 5 Strdcture,N6. 1 1 � -cr 4 ft. of 12" RCP 1 - 30+001 32' "PFL-All IRf '' I -10 I � I \ I 0, " � - f, Catchbasin Type K I I I 1 ­1 - I I . I � , Manhole Ty \ ,-,�.'-"�, --",-,-�,--"�,,�1-1"� _�­­ ­ I 1� I 11 � Structure,N, I 126 1,. I - I/ 11 ( RCP I I - & �­- , ,",,,"­ I/ I I 1i S \ �� ,!�' 4 ft. of 12" Ce \ I ­1 I . I � S _­ 1, 1 88�ft. of CP -- i I I I Manhore T 14 OL � C) I I \ Z .__­111.�-------­_­­,"'. I I '. I I I I —- I � : 1-1, � � �r,t�,_ L__ I _­ ----N�­ ­­11.1­­.11 ­ ." 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'' - ,� � - 11 ­ - I 1, - I ; z - , i � I 11 I I I -11 I 74- - I TA , � �_I �, I � I I - I /I 11, cc � � I,'-, , ! .a*- I � _1_ � - - I S I 11 11 '1� I I I� S -- 11 C1 I I r , x, czr �� �� x P 11 I � 1 - I I I I I 11 11 ,\ S C1 C) I 1, I 11 - � � - \ I , I-, I \ \ I I I I I i �� � � I I � � , I - - - 11 ,Z I� I I I I � I C) I � t � � I C) I I : I S �i I S \ - I If I � ­ . I � I �� I I � 11� I I — I I I I -S-ILIL I I - I � � C) 1, � t + � I I LINE "PR I I I � I ��11 I � , i I I PC STA 31+36.85 S � � I t t , I � I I I ,i I � : ,� I , I ­ t I I + I I I C2 � I � i � _ � I � C=) t ;D - I 11: -�, �, i � �, � (�) � j � � \ I I - I 11 � � r-4 � �, � - � t i � I I I- I I , t 11 I I M : I , I I C) t zo I I I � ­ �_ I � I 11i , I ­ I I I 11 I I I 1 041 391f W � � � � ­ ,,_ (�) IN 00 I v-4 � - � I __ I -1 I 11 w I I " I __----: I I I � . I M � �, I 11 ­­ ­ __ - - - I ­1 I - :::::::: � � I � ­ N 00 04' 39 1 � 11 - _­ � - < - I 1 � ­ I � � I I I ,?.- �_ 0+00 ZD � N - N 00 04' 39" W LINE 11PR-A`1 � < , =: R ,� Ul v-1 Fq SHELBORNE ROAD � - � __ � ­ LINE "PR-S-121W I 'I- � I I --- I �- 0+69 S rN I&--LINE 11PIR-All IN 00 04'i 39" W . SHELBORNE ROAD . ­ I ­ ' 'I \\ O'D 04' 3 11 w - I - I ,I V) T-4 11 I 11 __ � I - � I I LU - C2 C1 I N 00 04' 39 Ill w I I LINE "PR-S-121w, Cl z 11 I I I I'll \ � � PRC S 1 - , LU __ I N I _1_­ Sta. 31+20, P 21 \ 1­ � . I __ I I : I I � .1 . - I I I � C - ­ I I 1 11-4 1 - PC STA 31+37.09 - I z -1 Sta. 31+20 "PR-S-121W' ­ - _­ � I ­ I ­ � .j tD �, 11 � . 31+20i, 1-i ______ � I - �­111 I I I I . " 1��,�, __4 � C14 1 �_, - - � t - I I I t v-4 I I Structure No. I �" � I I 1 4 = Sta. 31+20,, 'P1 11 .IV' ,_1 I (�) S I = I I I I � _j ZD ' "- R I - z i ____� � 7.4 1, ' "�",-, , . � - "I Tnlc*Turwa - I - �. 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I � 1�-.1!7 1 -_ , %U'­ If I I I __U _� j'--, L� Sta. 31+25 "PR S,121R" L I I % I I � I - . - , -31+ +50. - I_­_ - - L % -- -31 IIPR I 1, �, - . . -_ I ­_ ' � I � ­ -- +38.00 , 2 = Sta�. -85, - - L All I 1'� I �ta. -+91.6,_ -S-121W �, r_ __0 1-1 I I I 0.0 ft. , I - \ I � �, i I - - I - 11 � I ­­ , L I _­�:i��% " L- __ � L 1% "PR-rS-l21R" - -1+8 . I IL' L L. 'd. = Sta. 31+25, 36 "PR-W 1 Structure No. 134 11 - � 111_�11 t, , -''-L I Sta. 31+25 ' 'L _\� I = St6. 3 .% - - +50. A7 CI. Dr Req , � � " CURVE DATA 1 40.00' 1 ,o, �_,%L_ I I", _­1 -­ I-, I L It 11P -All I - I F " -1 I Structure No. 132 11 I Inlet Type 3-10 & ­ = Sta. 31+25, 36 __ I - � % - I 11%1, , * I Structure No. 134 , I � 40.00 1 '­­­ __ " � I nhole Type D-4 &, P.I. 31+70.92 49 ft. of 12" RICP TODD LESTER GORDO "_ - I I �, Structure No. 132 1 Inlet Type 3-10 & � - - 0 & I Ma MARGARET R. McCLEARY . L I I I I I....... - . Manhole Type D74 &, ' 49 ft. of 12" RCP � - TODD LESTER 30+00, Structure No. 128 1 BEGIN LINE IIP0_e_hA11611 RCP L = 160 35' 29" (J) +02.00 , 10.0 ft. CI. D ---------------------1- + 00 'PR " , RCP L �� , MARGARET R. McCLEARY 00 11PI - R = 232.00' -a 06330 9 ft. of 36" Inlet Type 3-10 & - 'P.O.T STA. 31+00 TR-S-421R it - . Inst #199 -09Q, � .0 1 30+00, Structure No. 128 � , +02.00 , 10.0 ft. CI. Dr M z - IL L -, r. I , . . T = 33.83' - I '1�i -_ I 1�­ L Inlet Type 3-10 & - I I'll, Req'd. .-u M Inst4 A98-09806330 47 ft. of 12" RCP MICHAEL MALOY __ L - Req'd. i, "I . = P.O.T. 31+00 "PR-A", 8' RT - I t : I I— � I I ­ `­ -_ I L = 66.65' Inst #1996-9- . ,""L, I F _U 616097 1 1 . � D LIN "PR-S-12IR" �" 1',:, 1 47 ft. of 12" RCP - I -MICHAEL MALOY . __ I- 11 I i,_­��- , �_ I � �­ � � 11 1�1 I ,,� I I i- , � "t" , 1; .11, ,� __��t�,,,E =,,?!I" 1 - CURVE DATA -S-1 _ � - F ­ "I �, --t t ,� I j ­ ­ i" 't, + -- " __ "I �I, T11 t I _�­, _.�L �:- ­--'t­ 'i_­ � - ' �4 1 1 1 1 1 1 ft, -f_ ,4�­ �',, ��- I , 1, , ,:, �C",�_�....... i_L l­ , ': 17, -, , � I P . 'Tt'!L­ ,�- I Inst-#1996-9616097 ,_ , L - I _:1 I L__� " L�, ­ I ­ ' L "I i7i�­Ie7v' � - I NP ]�, T; T STA 32+63.50 TR � L I , I I I �' � � � . �io, ���:���,����'i��:��*"�,"��'I'll�t�-,�:;�,�:��,:--,"�� �, � L�':' L _21R 1� � 'J � 4, - � , '­ LL"I ,j­ �T � "' '�I- ���,,,,_ - 11 __��1:�-7 '-i ..'��l_,��, , I 't ,,�_l I i ... -111, L I I ­1 . 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L L I L ­L L - L I I I -­ I I I I L I I I L L I L L L L I ;, ,- , L ,�----L '' - I I I - , I I , L L -­ I I L I I L I I I - � I I__I I L ­L 11 I L I - I I I I- 11. I I L L I L I ...L 11 I­ I L - I L ­L I 'L L L I L 11 L 11 I L L I I I � I I - : T � � L I -'L �--- I .....� . " " L' I L L L T , 'L � I I ! I I L L I L L I I I I L I I I I I L I L L I- - L L I I � i I L L I L ...L I I I I I I I L I I I : I i - L L L' : ,-LL - : , 11 � ­ I L L 11 ­--L ­ I I L L L' I L I I I L L L I L ,L I �'L ' I I I -L L I I-­ I L I I I L I � 4 I L i L � I � 2 I ---L ��L- ,'­ I LLL' I---L '-L' �I L I I L'L I I -I I I I I-I L L I 'L L I L I L L' I ' I I L I I L I I -�L I L L I I I L I� I I- L I I I 11 L I I ­ ­11. I-1 L I L I L I ,, -, , LL � ' L -----I I � - LL I I ­ � � " ­­ ' I I L ­ - � ' i L L l� i I I I I � t I L k ­ L 11 I" � z L I � I --LL - '-, I I 'L- -L­ ' L I I I I I I I I I L L I 'L L I I I � i L L I, I " L � I . I - I L I I L I ­ 'L-I I ­ I . - I 'L. 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I I L I I L I L- I- I I - i I I I I I I I,� -L' ' ' - 'L' L I I I L L 'L I I I L I I. I I I I ' � I I I I � I 11 I I - I L I I L L I - i - I � I I - I � , I L I I 11 I I I I I I L- 1 I L I L I I L I I � i I I - L� I- i L, I - � I L I i - L' L I I � - L I L I . I I-I I I I I L L __ I 'L L L I I I I � I L I I I- - I I i - -.I I 'L � ,, L L ' ; - � I I I I I I � . L I I I L I ­L L L L ­L L I L I I I I I L - I I I I I I _L I � I I . L L I I I � ­L -- I T i I - I L I I I i i � I i i I L I I � I L L I I - I - I L I I ' I L L I I L I I k --- , 11 I i I I I I L' i I I � I I I L I � � � I I I L L � � � I -L, L I L - I t ­ L L 'L - L L I 11 I I I I L � I L L� ­ I I I - NOTE: I I I I ­LL L L L I I I I L L I I I I � __ ,, t , , i­ ' , ­'LL ' , ,'' -­� ' ' I I I � I I ­ " - I 'L I 11 � LL " ­ ­­ � � � I I L I I ­ I i i ­ L I I 11 11 I 'L L 11 I -1 L I I i i T 11 � I 11 ; I I I __1 ; "I I I 11 L I I I I L 11 'I'L I L I I L L I i I j T i I I L � I I � I ; ­ , ­ j I I FOR STORM PROFILES, SEE H . 1 1 T - I L I—— I I I I �_ I � I I I I � , I 11: I I L � I ; � L I - I I I I� I 11 L I I I L I - I �- I ---L ,� I I ! 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I I 11 M , � I I � I \ � 11 � I I 1, � 11,, - 1-11.1 I i I � 111- : � I I � I - � I-1 - ;;:�;�i I - � - - - I -I- -1-11 �I � I i - I V- fn � I � 11 I I �- : , - I i - 3 - 11 4 F - - - - I I I - PORTION OF PIPE " ' I I C2 I , , - i �/�r �- . I 11 I + I if , - � /11� - i - � � - - � L _ - 1\� k -I-I \. I I �� I - \ I SHELBORNE ROAD - E "All SECTION LINE I I I %0 -- , I � 3311 E If\\ I I Ln 0) Ln 10,11" �,, , I � . REMOVE PIPE-----, In I �\,-j I 11 � I ,.// U) C2 + ---�S LLI R �,-1 — I I I . . �� - �,�. I I I - LU A I . I I I � 1 42+00, Structure No. IbIL I I Z - I - - I I - I - -- -1 - - I I I � I I � -1 I - I- � �-1 - � - � - I I 11- I � 11 I I I I t", 41+25, Structure No. 159 - 1 42+90, 29.5' "A" Structure'No. 162 z , � - - � I I I I -1-1 1. I - 1, " � - z1 - � '' 40+00, Structure No. 153 1� I I 1 1-4 � I - -1 , � �, I I - I I I "I �01 I'll. I, ,I , ,� - - 1111, I I - I 1, I 1� I � - R I Ca h Basin Type K-10 k C I ". I� - - - Inlet Type K-10 & �\-� �D Manhole Type D-4 & I F•4 1i , I I "I - I I�. - I I I � - �� I I � -i I T-4 I I 1- I 11 I , Catch Basin Type K-10 &, � 71 ft. of 12" RCP 1.11...4 --1 I � � I I - - . . — Fq � --am- — - I � I t �- , i— — — i— �� 1 I — 3: = i . 1 69 ft. of 12" RCP i - i I - � 17ft. of 24" RCP �,�� �,,�---,� I -- I � 1 300 ft. of 36" RCP � -j ,, - r- #L-,,, lit X Ill Ill T I I z I / I - r---+;- REMOVE INLET ....a- , -�, - , . � — ,� I — - - - --40- 1 - ---�— I irii j I '. -a I - K . ,,,,,, 4 . i—in � zzzz - . 4##tw .. ... U a�"= 11 I FNN zo '7 . ! , 4� 4i):�� -T I �I I Fa -- I 1- - I I �-- 7 � 7 7= 1 � I I 14w I � I , I- , � , Q / ---­of \�7 - - 11� i � � , - - —---- - z�- I � --- -11 I , -/ I = I I . ---, , I I - I I I < - \ /-�, �:�--* I I '--Fkj),q I I 11 I .. I - , I - -as- � I � I \ A P r . � \ I I \�� , - I I � I - � 1-IT7 - --- I I I z -1 I- I � 11 2:- I \ 1001 1-� I -.III-- . 1 . - I I �< / - ----- I -1 I , I � - I I - I � I \- 1- I - — - - — - - --- - - — - - I - I I � RM i R1W � ,,.^ - — - - — - - '' 1; - 11 - - — - - — it - - '',''t - — - - I 11 I I �, " , I 11 , ..do- �� - I - �-IdW- � I -- !Id�= -�,, ZZ--- � �� 11-1111111 ; - �� I I i - I . � I I I I 11 - - - ; ji ..... I I . / I . I � � I . I - I ; -1 I I� I I � - - - - - I , I, I � PJVV I - - - - - , _U -1, I I I I � I - - - - - - � , '' I - - - - - - - - - I 1 -80-.0- - - - - - -, - - - - - - I I - - - - — - - + 1 1 - - - -. F 1 40+72, Structure No. 156 / /- - - - - - � / - �- I - - - - - - I I - . I � I , Remove & Replace � I , 0- Catchbasin Type C-15 & I EX. WW - 1� . 37+80, Structure No.150A -j , I I // / -ICCONSTRUCTION LIMITS 11 I � I / I� Existing Flasher Assembly 1-11 I I- . I - � 1 49 ft. of 12" RCP / 11 I I 1, , . , I I i Inlet Type 3-10 39+00, Structure No. 150 1 / if I I � ; Offset 27.5 - I I � I � / I k��- / I- I 11 ., - 53 ft. of 12" RCP 38+25 36' "A" Structure No. 147A Inlet Type K-10 & z � � W I / / 40+941 45' "A" Structure No. 160A I I- I' � 1 +50.00 � I . Manhole Type D-4 & 96 ft. of 12" RCP . I / / I 1 43+03, 451 "A" Structure No. 164/ 1 11 , , I F9 - i I � "I � I ' I - . I . 1, Manhole Type C-4 & , " - 45.00 119 ft. of 36" RCP I .-u I / / I --� , , 1 41+25, 45- "A" Structure No. 161A 1�1 Manhole Type C-4 I I I / I I / 4 11 " 174 ft. of 24" RCP I r- 1� � ��,86 ft. of 24" RCP I -j , I I / N I / Manhole Type C-4 I I I 1, / 39+80, 32' "N' Structure No. 154A � (Core Connect to CARROLL W. &CRYSTAL B. HASEWINKEL, co-trustees, THE CARROLL W. C� , I / / Ex. Structure) 27 ft. of 24" RCP 43+471 62' "A" Structure No. 163 1 HASEWINDEL &CRYSTAL B. HASEWINKEL REVOCABLE LIVING TRUST Manhole Type D-4 & Li / / 4, Manhole Type C-4 & z , I 1 1 151 ft. of 36" RCP I / / � 44 ft. of 24" RCP - � - � I I .11 11 - , I � 11 I� �I ltll - I -i� , - - I 1-1 11�1 , ,-<-' .-� -, I t, -i 1i - -1. Ili, I' ll, -�-- -.10. ��� --I- i -;-, + [, 'i , i -1 �, T � 1-11 1. 1-1 f -11 It - t'. Inst #200000033174 � � I I i / t i / - � I I , � -1 I � I -, 1, - , - 1-� 11"'t -�� t ,�- 11�� Z ,�:�J 3 �,��-�i�l ',�,:� 17�;i i � I I , I'll - �- I I , I , I � I � I � k I � ,�:��_,,,�,(R ove Ex St at Pipe) � i I It- , , � .- 11 ,11x� , �- -1-t �,�� �, t�I't - x�s,- � 1-1 11--i I �' -%!t ", ,.� - 1- -,� --, �11 11-",-,-�-�'�',"5�j,%,;��A t%,� -, ,��-, - , , I-- , �� I j�� I'll, ,�t "I" �,�,il tl�l �� ; ", � � � �-. - I I - 11" 11 ---- - �­It i-1.�-1- -I I- . 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I -- I - � : - - -, 11 , , , - � - �-t I - -t :;L- I - I ,� - - -C, i I ;�� 11 ��!��, � �i; I , 14, .�' I i I i I -11, 11- .. � � I , I'll, t I - 11 - - -- � -", I -1 I I � i � I : i I I 11 �� r -11- I - I �i I'll. � � � , I I I i - I � I I i � I I I I I I i i, � � i i I I . 11 I I � � � I I 11 � � � 1 � I - I I I � I � � - � I - I � I I � I � � I I I i � I � I I � . - � I I = � � - - � � I � - 11 � � I 11 � I I � I I � I PV1 :`41+25.00 PVI = 43+25.00 i i I I I 11 4 � I I I � — - � — I I I I I I I � i I I i I I I I � � � I 11 I I I I I ,� — i i i t � c i � � — I 4 I � I � I � i � -1 � — I I � I I — ; i � I I � i � I � I I-- — I I I — I - I � t — —11 � I : I � I � . I I � I � I I � 11 11— � � I 1, 1— I I I� — � I — I I 4 � � , I i � t I I i � � I 'll — - I I � � I � I — � I I I � - � I ; I : 4 4 1 i I I I � i 4 I - I t I � � I � I I —--� I I -- I � � : I i I I EL -909.90 :�,: � I � � I I � � - - EL = 913.00 � � F PROFILE OF,PROP I � I i I 4 t I � 4 � I I I- ­ -� I I ,� I I I � I I I I : i ) I � � I � � I-- � I � I � � I ) I � : I I I � I I I t � - I - I - I I I � I � i � I I � I I � I � , , I I � I I � , - I : � I I I I i � � I -- I � - I I I � I i � I I � � I i VCL =, :200400 — I I I � � 11 � I I I I � = 200-00' - , STORM PIPE LT.I I I - I I � I I I I I I � �- � 11 I I I � I I � � I I � i I � 1 -1 I I I � � , ,- � � i ; VCL 935 � � � I - I � � I - I I � I I � I - -- . 11 I . �- I - 1 I � I I A�l I&A% I I I I � I i I � I I 1 935 41 A 13AWC r% I I I I I I i � I i � i I I i o II I � I I I � � �11-1-- I I I �r ) I I - I I I� I � - � I � � -11 .1 - - - I I - L� 11 � I - - I � i I I � f ! � t � - � 1, � 1 � i 10 i I � T-4 i � i i I i 1 � I - I I �I I I 1 � I I I � � I � I I � I �- - .I. I I I �� I I i � � I� � I I I I � . I I � I � - I I i I� - I I I I � I I� - .1 � - I I I I +- I I � � t , I I � I I I � I I � � I - I - � � � I � I I I �r%% I - � - I I � i I I � I I I I : i I � � i � ! : I - I I - I - k I I - I I � I I " . � I � 925 K I'o ' I I � I � 1 925 en I I 4 I I - I I 1 1 1 -- I� � � � � � I I I �� � I I I � I � I I I Vj I � I � I t : I � - . � I I � � � � I I w--q I I � I I - I �I � � I � � � I�- � � � ,� I i � i I I I � I � I� � I I� - I i I I I � . I I -� I � � I � � � I I I � I I I � I � � I I I I I I � I I I I I I �� - � I I I I � I I� - - .1. � I I � � � I I I � i � � ; I � - I I I� M I I I - I I � I �- i I I � i i I N N i � I I I I I I -: � � - I � � , I � - � I � I -- � � I - I . � I i - � I I . + " I � - I I I I � I I � I ! I I � � I - � I I I i i I I I � I I I I � - I I � i I � I I I � r--PROFILE OF PROP � � - I I i - � I ! � - I I � I I: I � � I - 11 I i i i I I � i �) 6 . I I � - � I I I - I I I � � � I I �� I I -- � � - � -11 I � � � I I I I I I I I 1-11 A � � 11 � I I I I I I I . i � � 11 . -1- --- - I � I � � � . 1-1 - I � I j i i � � � � � RT.. I I I 11- I I I I � � 11- i I I - I I I I I I � I � j � I I I I _4 1 1 � I I - 111 � I � I 11 �� / STORM PIPE � t I � : i I I - I - I I I I i � I � � I 1, j i 0) � I � I I I 11 � I 1- - I I � � � 11 � - � - i I i . � — Im � � � I -�I I - i 11 I I i, I � I-- I I I I I � I I I I - I � � � � ! i , 1 4 , 11 I � � � I . z � 7 CD �� I � - I I I il I - I 11 I- I � � " I I � I � I I I t 1-11 I I I � LOW DATUM) I � � 915 i -. I I I I I I I I I I I - � B � � I � ��/-PROPOSED PROFILE � - I - I � I � . 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SUN �Ini'_ .t- , � ­I ructure No. 167 , , - " �, ,- 11 , , ___­ - �, ME!...M.- , I . , � I __- \�k I I 1� �_ -_� Manhole Type C-4 & 11 �W+14, 45' "A" I �� � ­ -,-_ �, - i , 0 -, I ; , I �-- ----- �, _­,�'�­­ - , - I I " Stru I I � � ­­ - ,,,, - I I � , I �j 47+65,50.5' "A cture No. 172A L'i " ; z ,� ,� ' 'i- -_ ,Rz , ­­ �� "I I 1 -1 " I 0, - I � I , � i _ � I I -7;,'_1-11 �_, ,; I . � , � , f � 11 I' ll, - 14- *� 1, I � � Catch Basin E-7 1, " ­ �� ;, j,", i . , , _ - . � U " I . I �, i I — , I - 77 ft. of 18" zRCP I T 11 , � �� ,�, Inst #2004-00063189 � /Catch Basin Type E-7 & THOMAS R. ]ONES z I � I � i­ I ,1� -,, - I , I . �, , , , � , 11 - - � 11� 1, 1, ­­ � I I I ,� - " " � I I I '­- � I � A`- ,�", � '' \ I I � 11 ," � : ", � W 1 14 ft. of 181. 451LT "All , 1,� _ , 1 41 1 - I ,,, I i. � � I ,� I � - ­­�11 I ­_ - ,-,-; � t " *­ I � I�-4. '.- 11, I , 12" RCP - , - - � � � I - I I t � __ � I, " :� -t, �_ �- I �I ", _*_ � - ,-� ;, "I z -00057422 � +60.3 Cl. I Dr. Req'd. -,-- ___ -, , 1111',Ir _ 20 ft. of - - " ­ � , - I 1� i 427.7, Cl. 1,,,Dt,,Redd. r I ) � I f ,�,� " ��­ � I i I - _', -,- I I I �� I I '�,", , - .11 I 11 ; , Inst #2005 1 --Rif -, 1�, , � � I I _,", , -V'�­-1 I � I -1 I � - , W = 12.0' 1 ,", * ,�­___ _ 1-1 ­­ , � -, �--T_- 12.0y--1-�1, 1­'\ 1 1 � � � , _,� I -,�:�_ , 11 I : � � , % __::__11#_ I-— � i "I, I "I i . 11 i � I , "" ,� � � , � ", I - ,--,: ( _,_ ; . 11 45+181 45.5' "A" Structure N6306B ; I "I'' I ! ,�� - �, I I I � 1, i ,I � -_ I � � I / � e I - ! i � 46+25, Structure No. 169 � � , 1, � � I c [,:--j * Catch Basin,7fVpe E77 & �; 1 46+50, 45.7""'A" Structure No. 168A i I \ " 1, 1 4 +75, Structure No. 172 1 j ! 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I , M I I � I 1 '�­ , 11 -- I - Fz I ( F4 1 __4 � i I - 1`1 00 00, : zz� SHELBORNE ROAD r (A if-LINE "Al' &SECTION LINE " E N � I - __' (n I I I I �,i I­,�I �I I _ I z i I I'D 33- E � I . t ­ /(�) L_ (��)\ i - . -1 , 11 ; I I - i i ; �� �� 99 �_ LIJ i I ,.� � ­, I ; T - I N - � � i 11 � C11% , 2,635.15' ; I 0 LU I , " S � � r �2_ I z i 71 . 71 I A "--(Y - . I/ I !� -A. E � I . i - _ I _�-,�S z , �­ '­ 1,\ I i - I t__4 : " 1, Nq 1 _P I N# ,� I 11-01 I � , I � "I , , �, 45+40, Structure No. 167B _j . , I I 1�� r_ k � - ­.:� _j I � 11, � " I - rq 11 - I \ ,,� U - i 44+52 , 32' "A" Structure No. 165 , C2 Catch Basin Type K 10 & i N 1,� ,I Mr W � R C2 ­ I I -1- ! 11 11, k - , - 11 I Manhole Type C-4 & 5 ft. of 12" RCP F�l J� C14 � = "I � -,- I I 1­ ill- , I � R 44+92 Structure No. 165 C*4 6.00, - -1 - I - I U_ 11 , IN - I _,_� i", - 'I,I i k i 45+40, 43' "A" Structure No. 168 �' 46+25, Structure No. 170 t 47+75,, Structure No. 173 - 1 \ U .- ---,-,� � i i - 0�111 I �- I ­ - I -1 ,�J,05,ft. of 24" RCP, 321RT"All I Inlet Type C-15 & I . I � - I � I 11 - I - I- _�I �__ I i I _ ­_ I . I - Manhole Type D-4 & 1 -6 Type K-10 & I Catch Basin K-10 & - - -.1 _�� - �:� 1� I I , � I-- � ,� I I - - , �__ 11 t ��, -Ex. Inlet & Pipe) , � _ - � ��� I -1 tch Basin � - -1 11-_ I - I I'll, I - 11 I ' ''' I I I I _�Rernov6 I - � 5 ft. of 12" RCP I t - I- � - _­ I I- - .1- 1-1-11 - I - I I - - - < , 11 -� _,__­1_ -I.- -- . ­ I I Ill\ 42 ft. of 36" RCP 11 5 ft. of 12" RCP 16 -- -1 - � ,, - ,,, - 5 ft. of-,12" RCP� -,,- �:-- - - -- � ­ I ­ I " I < ­ .11, -1- � - I 11- I _1 �� Z_ ­ - -- � I 1-1 . 11 �-1 A ::::::::::::::::::::::::::::::: � - ,� - I :___ -­ ,I -� -­ �-� -_�_ ___ - --- - - I - ­ . 11 - - -- � I - 11 I __ .._�_�_ ­ ____ - 1, I 1111- � -­­ --1- - � � � -- - - . ­ I - - -- � �-­ ­­­I——I­­ 11- ­11-11111 ­­ I I ­ � ­_ � I � I � 11 -, I - - -1 I I � , � I- I ­ - 7 �I I 11: ____ -- 1\ I� . 1�_ : -_ - i _ - I fry �Z� I I *P I I - I - - - '. _.. __�, _ _4 1___,� � =2" I I �I I 11 ' 'I I 1 , - . r-l"I I I 11 - Ir=1 I -� �, I . � I ' ­ i - - 11 % I "I , r I—, k, I - ''; .r- , I - _ , ­­., I-­_ -­"� I 11 ­ .." --l- __ __ - I ____1 r 11 - I -_ ___ �If it _11 -_ ____� ­­­_­­_.__­_____ I I � I I �r "I ,�_­�-___ -1-1-11.11-1-­ 11� _­­ I ­­r----I ­111 7----- 1-1 I I I � I - � I - - - ___�� - I I 11 11 4 �, I - I � - - __ - " - - ___ - I ­ � 1-- ­1 -I "I ­111--­_ - _111111-1-- - - - _�_ � �,i; I I A_ I I � � I " - - 4 \ I ,I I � rl - �� ------I I I' ll , �, � - , ____71___, _,-__- - _-7- 1 i; ji 11- - -.011--_ 11 I - - - - =:�� ���� I- � I , � , ­7� __________RAq_ I zo 4", , I I �_" , I ,�_t - � -_ _­ I - - - ­111- , I - 7 - __ _ �� ,_\ , �,i I- - - --' r__ - � - I I I - � - , '11�� 1, , I I I'll, -1 1 -1 I o I I I ,_ ___ � 11 - � , I 11 I I r 1.3, I �j ,��_ _,_� I 1, - - �� I Ai� 1 11 - 'I %%-...i 44 - � �R/W , _ 1_1 "I'll - - -11, --- , 1 - )OF I -11 - � !!!!=1 � I I __ - \ I L ' ­1 1, -1 .1_­ ,I --1 � �- __ ,\, I - ­__ , ­­- - � I , , � - ­ I 11 11 - -, ­ � 11 - 11�,� �� - � - - - - 1, "�IJI, 1- -RM - - I ,,, - 1 B�o �� 1, - 'I- �_, ,� �_,__ I I , I "" - I \� Z__\ �,�_ - � ------ -____ I I 11 \\\ 11r- � I - ------;:;; --- -�,, �L(51 I , I ,,,I -,, � - - - ;\ � - - - , - --_;��_I ------ 50�kx ,1 , ,� 16 - - .I t?- I i - - '��V ­ - I . 1, � - -�- " c � __ ­ I - I � -- _,__�_I � .�� 11 �1 "1-1- -11 - I !11 � ,: ,� I , 11 I � - - 1'� I ­ 11 \ - I , %�':I - . 48+50, 44' "All Structure No. 173D , ------ 413_'�- ; � � ,� - 11 --- I � - I I , , - �1. ,�� I", , ­ � __ I -1 I 11 r � ­ ,- - - 1�1 + , -_ i ��� 11 - 1 1 ,�_ --11 -I,� I .1, - I, - 1. - . --- - I _� " I __ ____� __ I I 11 ; 11, � 1-1 I /_ _________7 I � - I , I , I - � 1 �, -_ 7T REMOVE 11 - 11 0 - Manhole Type!0-4 & ,� I NOTE: I __ I I I I ­� - 47+75 44"'A" StructureAp. 173A +50 , ,, , � 11 51.001 1 - -_ I 7� 1/­­ '��. '\ / -W, �........... 69 ft. of 36" RCP I � I � I I ________________,__ � � f , , _ � I - - _� - 11 , 'All I- - '­_,,�, , "", 44+92, 43' "A" Structure No. 1 ALCONSTRUCTION LIMITS --- EXIST. PIPE -'-,-,*-.,, ' , I � "I! I ,Manhole Type,D 4 & ­,` r 1. 01 -- - � " " ALL R/W DESCRIBED FROM LINE ' ' 'I 1� ,", I , - DO NOT DISTURB � ". -, I i I ., / ' \ REMOVE ,-'-" � I I, -� 1­�_ -4 & � I I . - I � .._4 . - � " I I I Manhole Type D ,, ?�­ , i I �, _1� � - I __ /r / ALL TOPO CALLOUTS ARE BASED ON - I, CASTWG �'­' 1 "I I � , 11�, Ln BUST. INLET ­44 ft. of 36" RCP1 ,� - 1 � � I - I � i - 1, I -, - � � I I'll . I % ­­ 196 ft. of 36" RCP --- ­­- r 11 I � ., I _", � ... 'I I LINE "A" UNLESS NOTED OTHERWISE. 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L L L L�LL L LL L I L L L L � . L L L L L L L L�- - L L . L L L L L i � (9 L L t � e � ! �/ L __ L I i I 4 L t I - - L I I I 11 � L � L 0 L C�j LL L L L , L L L L L L L, LL LL �LL L L L L L L L L L L L L LL i L L L L L LL LL - L � -- L I t i I ------ L L L , I I I � L L L­- L L L L L L L L L I L L . I L L I __ _­ Lt L L L L L L-L L - � I L . L LL - , L L L L . � I � � i------------------L L ! I L L I, L L -L: L L L L L L . L L L � I - L< L,L L Lt L L L I � . (n '0 L '� L' I I � I - L ; ! L L : L 1 7��_ L ;_ : -�_____ t CD , L i I I L I � L I i 4 ---------------L-----L-L--------------------------� ' ---- --I ' L � L I L I I L __ - F � I I � � 4 � I L -------- ---L------------------­­­--­--+-­---::-�--- __ L L ---7 ,, - i- t - __ , - ,,, - , ,, - � I L LL L L�, L L I i I L�-L CLnL 0 IL L LL L L­L L L L L L I t - I I � N (S L 'I L L L � I � � i i L � I I L . L I � L I I L I I L L' ' ' � L L L L L L L L L LL L � L L L L LL I L I - : I ­ I- .1 L L I LL LL L L L L-� L L � L L L ­ �- I < 0 L L L L L L L L L I L - ;, I t 'C" F I I L. L L . I I I I I t L 1 I I I- L L L� '' LL NL L L Uj j L L L L L I L L L L L L � L L L � L L L I I i I � t L L I I I -I L L � . L L L L L �L I L L I -I, L L L L - L�L L L L L. L L L L � L i , ; L �-I I � , , ., : I I L L L L L L L I L L L L L L � I � L L . L . � I L t L Q � L t T-4 L Ln L L L L L� !L L : LL L L L I 'TL LL Q L , � . I 1; L L t � � i � I I � L [ ' LL ' L L L L I i I i L I --- I I L 4 L LLL1 ­ LLLLLL ­ L L L L . � - . 1 � I L L : L t I i : L t � 2 i I i , - - L + L L � L I i N L6 � L LL : L I L L__L __ Lj L L L . - I­LL ­L LL L L L L , L L L L L L L L L � � i L --------­ L- � L � t i 4 : L --- -------- L I L 00 - i ---- z L L I L -- ---- L L­ I I ----L i L.r.4 -I : L L L I N L L I I Lt : t � � -- r -====== 4 -L L IL L L, L L ­ . 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I - L L L t � . i � I L L 'L I 1-1�L I L t I I V* I I L L L I . �L L L L � I - I I � I I L L � L L L L L L L L I L L L L L L L L L, LL LL I L L L�L I � L LL L L L I ; L I t L I I 1^ rn I t L I L "I � i - ­ t I I L L L t L I L I � : I I L P� , i - L L . I L - i i - Md : L i I i : L � i 4 � :$- L ' : "I� L Q6 69 RCP STORM P�PE Q,T..L ci4 905 : 114­ ­ ,L .L ­L L L L ­ L . I f� '+ - L L L L L L L L L L - + N I ­ I L L L L L .L L L L L L I I— ­ft_ %D ,'' I L Lt � L 905 L L L t - � L __ I L - � L - L L L � Un I- - I : L L - I I � I � I I - 11 L L L I- I L L L L L L L L L-L L L L L�L L L L I � - L LLLLLL L L L L L L ; __ I I- L L L L L L L L I L I L L L I I I - -, , I-- L L L L L . L L L L�L L L L L L L L� �L L I I i I V-L� I� L L L L L L L -L � L � L =L L L L L - L ­ L L L L L � , , L . L L L L L L L L L�L L I L I I I L I L L � L L L L L L L L�L L L L L L L L L L� L L L L L L L L L L� L L ,L L L L L L L L . L � \_ L tA + I tn1_:_;l,, r*-. L i L i t -� - (D L -_ - L I � � L L L I L L L L t � t L I L � - L L 11 L L L L L L L L t L L L I � -1 � of­ EMSTING STORM PIPE L L L LL . L I I .1 - - L j L L L 'L L L L L L L - LL L L L L L L � I� ­- L' '- ­---t---------LL L L CD L L L L L ' L-L L L,L L L L L t L � I- I' ll I- I L L L L 11 . L L L L L � L L L L L L L L . L I L M I I I I! - i L i 0%L L � � L f t t t 7 � I 1 1 11- �of L-L L L L L �L L L L L L � . L L L L�L L I I L L L L L L L i � L L L L L I L L L L L L L L . � � I - L -L-L 105 Lf T'LL L : L L I I L i i , L L L L - L I lo" LFT,LL�Of L L L L ' L I I L I I - L - 11 . - � L L LL�L LL L L L L L L I I I- I I'll I L L ­-LL LL I L- L L L L L----t­L­-L L L L ML L L L L L L L L L L L L � i L L L L - I I I-I I L L,L L LL L L L L L L L L -� L L L L L � - I I I - 79 Lf:T. "of -L ­ L L- L L"L L L L L L L L L L I I � 144 Ll 7. Of�L I ­ � I ___ I 11!L L L L L L L L LLL69 jjj[7L­ - I I - I L L � � L I I . - . ­ L� - L L L L L� L L L L I I''-"- L � L L- L L L L L I t I i L L L � � L I I L L � I � I � I I I L i i L L L i I I L L � -___ I I­ � L-L L L L L L L 2 L 11 L L L L L L L L � I. I ­ 11 I---I I I L 1- 1 ­ LL L 11 L L L L� I I I � I -1 1-1 - L - L f L L L L L L L- L L L,L L L ;�," LL --- I I - - L L� L" L L- L L L L,L L L L L L L L L L L � i ; t I I L L ,L � I � I L I L I- -Li L � L L L L L L � L L L L L LL L L L L L L,L L L L L' - L L,L L L L L . I"� L �L L L L Li L i L L L � I � , - , � - I . I L I I L �" L L _4 L . I , � � ; L - L � L L I I r t � L L I I � L L L L I I I� I ­ L L I L L-L L L L L L L L L L L LL L LPipe @ 0.7% ; I.,__-LL-L L I LL I L L L L L L L I � ---I L L L L L L r-T. L 0 � - L -I -I 11 I - L I I,- L I L I I : L I L I I L L L t L � L I L L "L L L L @ L I L L � L L L L - L� I i, ,L L L � L L L L�L L L L L . L L L L L L L L, L L L I� L L L L L L L I L L L L L i 36" Pipe @ 0.3% L L I __ 0.3 - ' ', ' L '*- I I I : '' L L L L L L L L L L L i L L L I I L L L L L L-L L L L L i I L L "L Pipe @ Q LL 3%LLL L L L L L L� L L - L, L i L � I L L � L L � I � c L L i , ' � %L L L L L L � L L i I L -� - - � L L 36 . i ; I L L I I I 1-1-1 L I LL L L L'- L L L I L L L L L L L L L LL, LL L LL L L L L L L I I � I .I I I I I L L L L LL L L­ L LL L � I. I 11,, I L"- L L L L 47,V - � L I L I t _ _ L i � '---, ' ' - ' ----LL -i- L LL � I I ., I. I � I LL ;L L L L L LL L L L L --L L L L�L L L L L L I L L L L L L L L L L I L L L L L � L L L L L L, L L t � � , I � L L L L ,L � � i L L; L ,L � L � L . L L L 136 Pipe I L L L � t I � - I � I : L L L L � L L I i r L L � 3 1 L L'--L L L L L L� L'L L-L L L L L L I L L L L L L L L I- I . I ,, I L'L-L L I I 11.L L L L L L L L L L L L L LL L L�L L L L L L L L L­L L I L__ I ; I I I- I I I ;L -L L I L L L L L L L L L I I I ­ � I 11 I L I � L L L L i L L- L L L L L L L I L I I I L L I i � I L @ 63010 � L L L L L L I I I L I L L� L ' L L L L L L L Lf L L L L I L I - L i - � L I.-I L L L L j L L L L -L L L L L L t . � I I i I I- L L t L L L L L L L L�L I I L [-'L .L L L L L L. I I- I I L L L L L� L L L i L L L - L � . L L L L L L L L L L, L L L L L L L ,L L L L L L 1 L L L L t L L L L�L z L L I L I I L i L I i : I I I I � L L L L L L L L L L I L L L L L L L L - I L I L LL I L L L L L L L L L L L L L L L L L L I L __I- I -L L 61-pipoe L , L- -- I I - I.,�, L L L L L L L�L L L L L L L L L L-L 4 L L L L L �L --- I� I � L � L L L '- L � L � t � I L L L L L� L L � L L L L L L L L L L L L�L L L L L � L L - L L i � � i L L,L L-L L L L L L L L'- L L L L - I L i � I 11 L L L ,L L L L L -L L L� I L C1 � L L I I L i- -L L I I L t '- L L L � L L L L- � L L L L L L L Lt L� L L L L-� L L L L L � L L L L L L L I L L L L � L L L L L L L L!L L L L ______� � L I L I , I L � L � L I L I i t � t I I � ., - . I � L I L L L� L L L � L L L L L � L L L .L L L L L L L L L L I I � i t L I i - - - � -7 895 �L L L L L L L-L -L L L L L-�L L L L L L L L L L L L L L L L � - 7r-L'- L L L -L L ­L L L L L L L L L L L � L , � - 1 3 ­LL L L L­L L I 11 - I I -- ' L '',' L L L I L L L L L L L L� I L I -I E L � L L L L L L � I L I , L L L L L L�L ' 'L L L L L L L L L L L L�L L L L L L L L L L L L L�L L L L L L L L L L L L L L I L L � � I L L L L L � L L L L L L L� � ,, I i I i � : L L . . -____::�� L -I � : � I t L I L : L � I I . L _ L L I L I L I L I � I I I I - L L L L L I L L L L-L L L I x - l.I)' L L L L L ' ! L L L L � 1,L- I I � L L i I L I I I L L L L L�L L L L L L L I L L L L L L L I - I I -- L- , L� L L L L I L L L L L L L L L -�- L L L L L I I- [L L I L L L I - � i I � ­LL L L I - -L-L , - 11 : L ' L L L L L L L L L LL L L L I - I'll- I - I 11 L L ,L L L L L L L L' L �L L L L L L L L L � L L L L � -t I t � - i I � I - L . L I � L I I L L L L LL 11 I L L I,- L I L L L LL LL-� L L L L L L L' �L L L' L L L L L L L L L L L L L� L L L L L � L i L L L L L I L � i �- L I L i L i :­ :L ..... L L L L L L L,L L -­ L L L I � L L : � L L I I � L L L I I L � - � ' -L ­ L, L I I L L L L L L L t I.- L L L L L L L L L L L I � I I I �L L L L L L L L L�L L L L L I � -L L L L L -1 L I- I I -� L L L -L L L L�L L L L L-L� L L L L L . - t I . � I I I- L I L I I � L L L L L�-L j L L L L 4 L L L L L L L L L L L L L L,L ­ L L L L L L L L L L L L L Li L I I I I I L L i L L L L L�IM L L L L(71�L L L L L L L L L Lf L i , - - I I i L L I L L t I :L LL - L ' ' :L ' I - � I- I I - I L L .- L � � � t I L i " " L � I ______� i i i I I L I i L I i � I � i I L L L L L L L L L L L L� L � -� "I I I L I L LL L L L L I L L L L L I I I-L' L L L .--L L j IM L L"L L L L4M L L L L L L L L - � - f I I L I L I L L I � 'i I I I I ....�, I I I I -. L L L L I L t - --L' � . "�L L L L L L L L L�[ -L L L L 1 L L L L L� I I t � LA In . L L L L I L L L L L L L:L L L � - I I- L L L - 1 1 i L L L I" L L L �-L L L L L L L L L L L I L I r4 ; t L L t i � L I I I : � � I I L I I I I L L L I I - L L L L �L L L L L L L L L L L L ,L L I � L - I L L i L L L L L L� i � L � t i ; . . I i - _ - i : L � I I I L L L L I -- I .I. L ­ ;L L L L- Ln L L I L L Ln L L L L L L L L - � 1-1 I -I � L L L L L L L i L L L Lt(I ;6� � , I I I . - I I I I I'll I I I L L� L L L I I L. I'L L L L L L L I L L L L L L L L L L. L L L L L L L � L � - -. M�L L L L L ­ L L�L L L L L L L L L � L L L L L : I ! � � t L L � I L t L I I . L L . . L 'L t t L i I L i �L " L L L L" L L L L L L L L � c I � ; . ; i i L I i Ui t Ln Ln I i L � � L� L L L L L I L I �I I I L L� L L LL ,L L L L I . I I'- -- L L�L L L L LL"L SL­I L­S L L LL L �L I 11 I � I L [ ' - L�L L L L L L L LL . - i I -� I I I I I L L I I i I L . I L L L LL L;L L L L L LL L LL L LL i L I i I I i L L L L Lf L' LL L L L � L L L L L L L t � L � L L I 2 L ; I L I I t �L L I I L L L L � z ! L - L . ' L I L I I I - � L 10 I . Cz C� � . f L 4 L � L L I L LL i L L L L LL I I L L L L LL,L L L L L LL L L (A ON I I (D L I L i I I I I I L :L L L L L L L' Ch,L a% L L L L-1 L L L L L L� L 11 � L I L L L L L L L L � L � � I � I - I '. L . 11 I I I L ,"'L L I I � L L I �L L L LL L L L L L I L LL ! L I I t i I t � IM� L' -L ,L L L L L LL L . L L L L L L L L L L L L� L : L L I I L L L � L L L i L L� L L I . L i L *0% L ON M � � L L � � ' 196 of L � CS I � - � i i � i I _ � I : � i I I t L L � I L L L LL ,� L L L L L L � L I � __- L I �L L L L L L LL �L L - I I- L LL I- � L L I L L L L L L L L .�L .L I I I ,�I L L L L L L L L L L,L L L L L L- L LML L L L i G% L L L L L L L � I � -L' L L L L '- ,L L L ' L L L L L �4M M I i I I I I -1-1.. - L r 'L I I L L L L L �I L-L L L L L­ L. L �L L L L L L L I � L L ' ' Lt L L L L L L L� - L L L L L L L t L L L L L L - � � : L I L , L L L L k L I I L L L I I L t r i : i f I I T L I � I L L L L ; r � - L L L L I I I L L L�L L L L L L L L L L L L L L L ! .", I L I i � ' I I I L -L L L L L L-L. 'L L L L L -L L L L L L L L, L I I I �, L L I I "I t I L L L L L�L L L I I I � L L L L � L L L L L L I L � L L L L L L L� L L L L L' � L 1 L L L L : i : L . L L L I � L i i t t L i t L I I � L� L L L L L L L, . L�I L L L L L I I I I L L t L L L L L Q: C) � I I � L L L L I L L L.L L L L L L L L L L L L L L [ L L - � - r L� L L L t i L I I I L L L L L L L L�L L 'L L L L L L L L I I � t I - I I I I L L L � - L L - L-. L L L � L L L L L I-� L L L L L L 1 : . . I L I L L t''L L L L L L L L L L L�L L L L L L L L L L L � L L L L L L I L L i � i L L I L L L L L L L� L I L L L L 1 L L L L�L L L :L � L 885 � L L L L L I ;I L L L L L L L L L L L L L L L L I I L L L� � I 885 L i �L ,3611 pe L L L L L L L - ".-I LL L L � - ; - ''I L � I i I L , L "L L L L L � L L L L L L�L I i . I I � I . I I � L L L L L �L L L L L L L L L L � � I i L I L L L L L I � I L I L f I � I L L L I t L : z : ; �_ mr%nn I ON: !Z I I I I L I I i I I-I I I I I . 1� i L I - � � L I L t I I L � I I I ; I �11 r-M%jl- - � I : L L . I I r I L L L L L LL L L I L I I I IL A L L L i L L I I i I i I I L�L � LL L L L L L L,L L L L L LL � - ,L N I ., I L LL LL LL, L LL L L : i � . I __ L i - L � I L L ; L L L 'L . L -1�L L L L L L I L L L I 11 [ L LL L L� L L L L ' L L L L L L L L L�L L L L L LL L 1 �L L L L L L L L L � L � LL L�L L L L L L L L !L L I I I t L I L I L L L I I L L L i t � � : L � I L I I L I L t I __ L L L i L I i L L L : L I L � L L L L L L L L, i__ 1 4 L LL L L � I t I I - L I LL LL L L L L ; � L' I I L LL L L L L L � L LL LL L L L LL � I I I L L� ' L L L L L L L L L. � L t I i I I I 11 . L LL. L-L L L � . I I L I I-t LL � L LL L LL� L L L L I L L L . L L � L L i L . L �I I I I I I I � L I � I t L PIPE RT. L � � � i I I L L I � I � L " L 1 L � L L L L L 11 . L L L � L � L I i L I I L L L � I L I L LL L L . � L L�L L L �L L L L� � L I I . . � � L 'L I I I ; L I L L L L L L L� L I I L LL I-L L L L L L � L - L LL L L LL I L L L I -I I - 'Lt L LL L L � L LL L ; - L � L I L L : I � � 4 I L L j L L L" i L L�L L LL L c L L � t I t I I � I L I L L I i . � L L L- . I � 4 L � 4 � i I � . - I L I L L � L L L L L I I I I I- L. L L L I L I L L L L L i L L L L L L L. L L I + L L L L L L L L L r L L L � I �L L L L� L LL. L i � 1 t L L I I t t I t L I I I I L L L � � i I L I L i LL L c - BELOW DAT M) L L L L C� L L L L L : I L L L I A L L L L I I I L� U� � L L LL L L L L L L F'%% i I . ; L L L L I L L� L I L L L. L� L L L L . L L L L L� L L I L . L L L L . � I � M . � I . L L L L L L L (PL07gED 10 L . U L t ! I ! L I L I L i i � L L L L �LL L L�L LL LL L � � i I L I t � I I L Ln i L (0 L ko L L t C� L r*-. � " � 4 L L i � L L L I � i L 4) Ln � � L L L L L LL in L L . . L L L LL L L VL L � I � L x L L I ­ � L V �, � L " t L L L i L C)L, L CO lln . I 0) (D L L L L L L L L L L L L . L L I L � I I � � L L L L I I L� L L L L� L L L QC � L L L L L L L�L L L L�L L L L L L L L L L L L L L )L LCD L L L L L L- I L� L �T C1 L � L t L �L I � L r-t i L � 1,C) L I L -) . . L (L,\j L _) LN L j L L L L L f r) , : . . L; I � � . I : I � L . I L i I I f 4 L L � L . I . L � L 4 4 � L : L L L L LL � L LL L QQ ' ; � L L � i � L L L . L L t L�L L L . �L L L �L L, . L 11 � L �L . f I i L t L . L I L . L i ,�1: eq i L � M L L � : L I lD � � 1 C14 -� C-i L I I L L L L . L . fq L L ­ . i I L L I "I i 'r.4 L L � L I � .L � f,i � . L L L � r�� �jjr I r � -1 L t Ln : -) '.4 1 1 : 11 " I : T-1 I L I L L L � . L L L L L� L I . I . L L L L L I I L � L I L I i L ,� Ln , I - T-1 - V-4 . I - I I I- �L L L - .1--i L -L L , L L L � L L . i = T-i ; � � � L - 'r-4 L L L t L L L L. . C\j ,_4 1 L � . L L � I 1�-) , u I_f) I L �4 L -111, T-i I - -4 L L I I L L L t �4 � ­_L L I i . � � i I I I L L I L L ! t � I z 1 875 1 1 1 L . L L L(T) LL41M L L L L L I I L . I "I i L L- G-) 0% I� � . L i � L (3-) G%L . L 2 I L : � 0.) L i � L 1 (5-, G1 � � cy) IM (T) ON . M (A (3-) CA � (Y) Ch � � L� L L L ML 0% L j L L � (-)) M � L .L L L� I � . � I I L L ; L 0� : L i L � L L L t : 875 � � i I L L L L I L L L L L L �L L L I L . I I � � L- L L L L L t 11 L I i ; L t L L I L I L : L L L L L I L L L L L ' L � 'L L L L L I � � � � � I I � I k L I I L- L L K L L L L � L I L � � t I ;� L L L L � L L L L L L� � I . : � 1� 44+00 45+00 46+00 47+00 48+00 49+00 ' \ HORIZONTAL SCALE BRIDGE FILE ,\\\\\t$llillltlllllllli#///l///// I z/ 2 (�) Bituminous Asphalt (�) Sodding, Numery (�) Wedge and Level , of a. :\\\\\\\,\'\\\\\\\' W- k y4!`///,�%* O�\............. , %1. 1 =20' CM -,\\\\\ �0.. S RECOMMENDED CITY OF CARMEL '�': - \STrki Of .. ,�.... % . - (�) Bituminous Recreational Path (�� Roll Curb, Modified . _- .0 .... %, 01-27-2010 VERTICAL SCALE DESIGNATION - (�� Truck Apron : . FOR APPROVAL 0 :: N o. %. 0 1. ; _1 DESIGN ENGINEER DATE 1'=1 0, x 0 (�� Concrete Curb & Gutter Type II i * � 60910005 � * -1 - Q (D PCCP, 4" (Colored and Stamped Grid Pattern) (�� Straight Curb %-a '.. ..-*Q_- - C-4 on 6" Compacted Agg, No.53, Base I.50 *........ TE OF ...�... DESIGNED:. VA - DRAWN: SAJ SHELBORNE ROAD SURVEY BOOK SHEET . . a U2 Alternate, Concrete Curb & Gutter Type III . . 16 � of 1 72 a (�) Median End Treatment ..... .. . . . . ... . . ........... .... 11 - - � 1 § Concrete Center Curb Type C . (K Letter Denotes Mod. Curb Ramp Type; Colored and Stamped I'll ffff � ��I CHECKED: PWM CHECKED: VA PLAN & PROFILE, LINE "All CONTRACT a: (�� Resurface Over Variable Depth HMA till I . .. 06-21 . Model: PNP05 ' Drawing: PATransportation\20067400 Shelbourne Rd\30 SheetDrawingsk'10 Basesets\R-PNP-011 12.dgn . ' W' __ - 1 "' ":' ''_ 6' ' ' - - " ---- - - "' ,-,- +71; 1 /,n let T I ' I L I , ft. a t7 , t_ _ � � - - ,`� A , tST Ap""I pjW �rac � �_ ,_ - 11 - , , .I -!� ,-, - to � ;_', ,_ _____,� __1,,X_�;____p - 1L__�__-1 _ _\_ � __ - ----- t __ -_� , , - ,- I i/4 ITA /(�� \ �� / I x_ x1or- �\\` / . ,011�� , 7 - . i _i ' "' 1-0 \\\)k i/ R. Z,' - - ' ' /C - - ' - ' _ _ _ _ k _ � (���` - WR I / f I " - - 4�/� , in I�Oy�� / L 5 ft. of I _ _ _ _ __ /_ _ _ __ _ _ , _ � ", li:�� - ,, , /// ,, , \_`�`- ----- , , 44+9, . _ � 111,41 I / , . C) C) C) C) N C) C) C) C) 143 + r+-I + + + C> C164 rn Ln Ln 0" Ln Ln Lr) Ln Ln C", 52+00, Structure No. 177A JOHN W. & HEATHER J. QUILHOT 22 ft. of 12' RCP Req'd 01 Inst #1999-09909962 52+00, Structure No. 176 53+00 Structure No. 178 55+25, Structure No. 184 Inlet Type K-10 & Inlet Type 3-10 & Inlet Type K-10 & 50+751, Structure No. 174 —CONSTRUCTION LIMITS 47 ft. of 12" RCP 47 ft. of 12" RCP 54+00, Structure No. 181 47 ft. of 12" RCP 101 CD Inlet Type 3-10 & _j /Inlet Type 3-10 & - - - - - - - - - - - - - 001 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/_ - - - - - - - - - - - - - - - - - - - - - - - 7-ft-. of 12"--RCP + - - - - - - - -ft.-of-I + Li - - - - - - - - - - - - - - - - - - - - - - - 747 r RCP R/W Grade to Drain Grade to Drain R/W MODULAR BLOCK WALL A MODULAR BLOCK WALL B co P J p 55+11.42,,37' Structure No. 1838�� C) LJ 35 ft.'of 12" Pipe Req'd U) z _,01-cs) Ln IF"I ME E + L-7 E!�W N. Ln 06 (C:,/ + Go R T-A R + Lr) Ln LINE "A" &SECTION LINE N 0000'33" E SHELBORNE ROAD LLJ S S __(S Z LU R 55+25, Structure No. 185 z R C2 4 ft. of 12" RCP -10 & U r Catch Basin Type K < S bo; P _3T "A'Sthudu-re-No-. 174A RECONSTRUCT SIDEWALK TO +65.00 MATCH EX PATH Manhole Type D-4 & - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 53+00, Structure No. 179 144 ft. of 3*7 RCP App.Ex.R/W -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - �K Catch Basin Type K-10 & 50+75 Structure No. 174B CONSTRUCTION LIMITS 54+00 Structure No. 182 4 ft. of 12" RCP CAR-,�MEL 2002 SCHQ­O- L BUILDiN—G -COkVORATION Catch Basin Type K-10 & 52+00 Structure No. 177 Catch Basin Type K-10 & Inst #2002-010049402 3 ft. of 12" RCP Catch Basin Type K-10 & 4 ft. of 12" RCP 55+25, 32' "A" Structure No. 186 50+75, 32" "A" Structure No. 174C 4 ft. of 12" RCP Manhole Type D-4 & Manhole Type D-4 & 41, 119 ft. of 36" RCP P't n f-36" C 3+00 32' "A' Structure No. 180 54+00 32' "A" Structure-No. 183 !4_j an M hole Type D-4 & 52+00 32' "A" Structure No. 175 Manhole Type 13-4 & 94 ft. of 36" 1p ft. of 36" RCP Manhole Type D-4 & 119 ft. of 36" RCP 6 NOTE: `41 REVIEWER NOTE: ALL R/W DESCRIBED FROM LINE "A DO WE WANT TO RECONSTRUCT i U ALL TOPO CALLOUTS ARE BASED ON SIDEWALK? LINE "A" UNLESS NOTED OTHERWISE. PVI 1 49 50.00 EL 917.00 VCL ! 150.00, 945 945 935 935 MODULAR BLOCK WALL LT MODULAR BLOCK WALL, LT 925 925 + PROED�PROFILE POS +0.50% +0.501 to CD LA co co 00 Ui - - - - - - - - - - - 915 915 — — — — — - — — — — — — — — — — LA —r-r - — — — — — — — — — -- — — — — — -1:1 -f-4— — — t t Ce + + + o t Ln A In + Ln o IN!- PROFILE OF PROP 141) Ln, in SMRM PIPE-L RT EXISTING GROUND PROFILE DATUM) (PLOTTED 1 YBELOW 905 93 LF r. of 905 36" Dipe 119 U7. 0 -1,191 -FT 94 LF T. of _t L F7.' o f J, 159 1,44 LFT. of 36"", 36' Pipe @ 0.3% t Pipe 0.0 % 36".L Pipe @ 0.3% 0.3% 36" Pi MIT Pipe' @ 0. .,pe 95 8 895 AM Ni t t Ln t Ln Ln C0 C0 all rm t a %6 %6 r AD C) C31 ON ON a CDI C , CD C) M� Ln a% L6ft OD t ­L I .-I I L I I'Ll .a% L t C31 C� Ln �,o C�, Ln N C*4 Ln CL C6 a) 00 c6 %6 o6 -4 a; �j, cy; 885 t T-4 T-4 �4 t t (5,) ]Cn (11-t cm (7) Cn (7)-) 4M M Cn 885 "7) 19% rT) 0% CP C < 1� 50+00 51+00 52+00 53+00 54+00 55+00 BRIDGE FILE HORIZONTAL SCALE a. (A) Bituminous Asphalt Sodding, Nursery Wedge and Level � , ON. ........... % 1 111=20' ,\4 ,44. S T 0?.. RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION UP Bituminous Recreational Path Roll Curb, Modified Truck Apron FOR APPROVAL 01-27-20101 0 1 No' DESIGN ENGINEER DATE 1'=10' X Concrete Curb & Gutter Type II PCCP, 4" (Colored and Stamped Grid Pattern) Straight Curb 609 10005 SURVEY BOOK SHfET on 6" Compacted Agg, No.53, Base T TE DESIGNED: VA DRAWN: SAJ SHELBORNE ROAD r O Alternate, Concrete Curb & Gutter Type III Median End Treatment Al 17 72 Concrete Center Curb Type C Letter Denotes Mod. Curb Ramp Type; Colored and Stamped PLAN PROFILE, LINE "All CONTRACT PROJECT C 111111111110M., CHECKED: PWM CHECKED: VA a. I Resurface Over Variable Depth HMA 06-21 Model: PNP06 Drawing: p:Vmnsporteton\20067400shelboumerd\30shoetdrawings\10basesetskR-PNP-0112.dgn -52 Inlet ft, 0, r47 + . . . . . . . %�- Cru�dCre�_Nd_. 174A c+- \50+75 Structure No. 174 86 +00 C tch Basin 4 ft- of I 52+00 32' "1 co 00 I C) � C) C) C) // \\ C) C) i ��,il 11� x / I � - , . C) 11- -,� CD 'I I i + + + I, _1� C) L=)t 4 -i-,+ + Ir li­ ­­ I­­� -,\1� 4- I'll., -__'� 0)0', ,­ - - � iN '11� ­;-�A:)�- , �- �­ �11� 1'11111%­�, " I '1_ �� W W,L-J , � � � � I , I i'x'1­,,,­1--- ­­_n� i�,�l � "�4,j - , "I­1 I-� _ ,:, _�I 01, I,-,' i4�'Y�j­ �";q:,�ft I b__ I- 'r, �1'1� . Do Cl., �11_) IJ'011 - k";�.,j C') -��Cc� �All _,,(� / � W � I � x I -;-i1r-,ji::"4 !�­-:­Pqo�91 Ul - r- 1 2--i,- ), IIII=IIIIIIIIIIIIIII�w, , , �­ ­ � , + &..3 I + - I . .� � + i -p _,�, Lh tz`� ­��� �, .- � 1� � ­! . ,_ - :�: i v �1­1 " 1, . , . 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I I 2 - I �- -, I'J ,:� � " ,_ ,_ - �- , �, � "p, ',- 4� -.M,i �- - -: I - 11 I� ko - �­ ,i�,_,� r*-% �.,j � , w__� i--�-­ :1 00 / i I , PQ ; I- L,`� ­�j I I i'- � _ � , � �4 ��J;1­,<­-, ,C) � 4�4 1 1111�� , ­­_ ---- - � I 10 �-, , , , I O'l 1111��D � ,_��I" I L, �­_ _.- 1x>_ ��,,` i,�J­L�J,_, _!,,�'IAJ _4% �,1�',,'j ,.,- I �� I'll ��1_11 I- l "A __j ii.A"",I_�"I� -"::;A- I 11� �­ ,,,-- �,� E tn' - ­ Ix Q'� !"� -, 1 P 1 . �,�t �z _V_ :� ��, t_0 _j�-1.4­:4,W&Z-, -j ',-j L11 �1_ - ,,-j 4 -- Lr) Lr) , - I � ti,r " ,- � I � �"� '�', ___NJI �; — lul I�,jv,� , : � � � , 1 7 1 �' . 15 .1101 0'w-1 -��t , i I llxi_�i,,,_��­ � 6 1 ,_ __ � I ,1%0 L" ,�A -��4"o`,,� � ,,, 1, �060 , 70,tr_�_, "" I'll I _,,;4,�0 Z, �,��­ _ r,, 6� _;�. - .I'-I � � ­- ---i ­,,_ .� Sta. 58+50, "PR-S-12612' __� i / C'A �,,, 67-� �, ,,��! - 1_41 � -.1. - I ,-)�-N c-I-", ,- 1,-1 _­) E ",0 -�,-,! C,-1 "A _,%­ 11­7� i�")­­) , JOHNAS.4 AiANA K. VOEGE :,�'�­,,"'i�_, , "I -, UJ _x- gp -� � �., �� _ < �! - I - _;­�, ','-' -:�.­ 11� ­ ­1 ,;:�'; 'O" - 1��t��I��-�",�:-­ -,- ­U �,, U,,�,;� ".'. , �, C'l ,",-"', I .1 - ,;f � �� 1­1 ­­ I 11 ­ - -1j," I � Z'� - ­jJ � 1�1 � ,. - I I , _ ­ 11 / j;� _�,._�. \ � � , -r ,,�,- -1- .�, 11- - 1, ­ ­ - 1--, �Ip' � ,, r - - ;V - -­ -1. , -S-126L" = Sta. 58+50, "A" Structure �".,�'�,,�0��_,,i L" " _� "I , . 1-1-1. �tl ,6 � -,I,;�-'� ­�: Sta. 57+50 PR ) �-­ .. -, L2. �I ,� �:`,'­ 1, - ­1 , , q', --, / &�' I L�­­, ­­,"'i 1� . -,j 4` _-<­<-<­�-�­._,, ­_­­� ­11i _�:, I �n-7 ­­,- �_�,- -,-,- I �i i - 'I \ 4� 1,,, ��, I 1� �� - � -< " i- �'� M ,�, i M _,-�.'__t�l 't #199 -09713025 _, ­­ ­­ , T" j�­.- D -, -ILN :� i� " , 1­_ F � , � - i �­� Tlr� , ,� __ � ,� ,_ -1 _f !�:i:;�, I ,,�', , , I t7D 13� ol, = Sta. 57+50, "A" Structure No. 190 Inlet Type 3-10 & �"-"�, �,V � , Z_ M11... ',------Z.- :��-,-��. -.1 <�, , M � �r-1 C11 I ris ,,�',� C� �. il-1_!�,-,�"':` 'D,,�� ,�� z 12 L_ �� � , -_ I � I I It ­ , I , _ D ip 7�-�,­,C�� ""7 11�� I "D "P 4 0 N r--:�'i`_5 q L) / r- 3 "�7 �,,_,, _� "I I ) , - CD 607 ,-) "Ill t I'll, ,K,-.,­1 I -, I_.i �_ ­� I 11 1-1- 9'� � _�r')In......��,_= , =� I , \ :�_ _.'1__x_;- �I. 6 "A - I � �, , i'� !.,n I , 11 "' � _ _1 , - En I I _­r I � -10 & - -- I-- ­­ 11 I—— 70 ft. of 12" RCP � _3 ­,I,—, I / i.4 �b I'll) I rD -, " ci�i Inlet Type 3 ­ ,�al'�6't I i 1 +05.4, Cl. I Dr. - -1 -, ­1�1 ;�_�'r 'D I 1-1, -1- �� �"I - I ---I - 1­ I "I - "I'll I I--­ 1- . ­_ , � 11 47 ft. of 12" RCP 6 ,/ � __ i- - .I ; -­­ I I - I I I W = 16.0' - � I 00 I � _1 CD --- I" '_ ­ I - i 1 —777--- �����Drive 0 Field Verify Location and 111.) I [ . STEVEN J. & NORA A. BAMMANN 1- / � \ I I \ �, I I I 11, %0 I I I 1, ,� I I " "I -1 � � �- 475.00 \ 11 / , jElevation of Existing Drive I N I I I i - , �, � I � : � 11 I - Inst #2002-00037199 11, �,� / \ 11 - I , I I CA 11 Sta. 62 +73.4 "PR-N ; CD I = I "I. I - �,�' I , .0w \ = Sta. ( - - I - I (M.0 -- , I � : Cl. I Dr. Req'd. / 11 _ I � I I , I I - - � - _ ­ , \ . I I - . - � : � I ­ � � I 1, I " � 56+50, Structure No. 187 1� I w = 18.0, /_ * I I '� "I Sta. 60+04.6 "PR-N-126L" Inlet Ty i �, ,,� I I �� � I ,*' 60.00' -- I I i WW � 11 I- 1� = Sta. 61+00 "A" Structure No. 196 Inlet Type 3-10 & / �I \ ,� .11 I'll - - 11 I- ?I .00 � 1� 1 47 ft. o 11 � I "I . � � _CONSTRUCTION LIMITS - I - 1, � \ � I I �, I r Iket Type 3-10 & - - � 47 ft. of 12" RCP � / I � - - -11 - �- ­ - - 11 -11 I I I - , - - - - - - - - - - - - ---4-- - - - - - - - - - � 11- I - I I'll I I I-- 1� 94* 1 - I 1� � I �- 50.hn 47 ft-of 12" RCP - - � - - / R/W I 11 I -_ / "� / i I : I t 1� 1; -1 � - - - - - - - � -=- , "./ , R/W . - - - - - - . 1� : I I � I I . - _\ - , , 11 ': \ - - — - - 11 - ,� , - -.- - - - - 11 , t I �, I I : - %P "I _­ �- I- 11 - - - - - - � I � ­t - � , I 1-11, � - I 11 I I I ! ­ 1, I I 11 - __ �. I I ' 'I I 1, � +45.00:�� S , I-- 1- 11 I 11 1� - � I � "I - - - I I I I I I - - � ­ ��_ � , I I � - , 11 I I � � I �i_' I � I I - - - 'i , \ 1, 50.00, 1, � P � , I I L � I I I I I '! r� 4 L , � , I � I 1� � ,_ I ,� � � 11 I ­. ­ L . - . I I ­1 � I. I � � , "I _. z ,�, , I ­ -_ ­_ ,- ­ ­ 11 L L L - I ­1-, - L I I ,, L . I I ­ � �, __1_ 111 I - �\ I - �'­­� L�-_'L 11, � 11. ,11� ­ I 11 " I �­ - I , - . 1, ----'--LL-L I I 1�'_ ; I 11 - I­��'�L I I—-L- - � I L L I . I L I I , , I I L I I I �' A. - I I I I L I ,011�� I I P — ______ �� L i 00 � L i I , � L L I 1. I I I - _� I I 11 � ", I L C1 I I I 1 - ­ I I � 11 � 11 L L � � . I-, / I 11 'L , '\ I I I I -_ - �, I CD . i %0 I "I I I i \ � I I I ' I - i � I � L I I - - � I I LL - L -L, , I C) ,* .. — \ . I I I I - . I I I . - Ili, I � I R I 1. "I 11 I . 11 I I .1 , � . - � I - 11, I � i 'ool_�_ _�_ I � I (�� � , t , i, �� al, - , Ln N f i i . Ill I Ill L I I - i � ��.I I I I , Ln I r V, S + � I I L L I L + zo . 1� � I - I � I L LINE "PR-S-126L" k I L V, , N_ I I ''I I R � i I - L . I L 1, I I ,t "�o -- "I I Ln I I 7.4 � I I ,, I I _1 1111, I-IL S I", I ".1 I - T__1 L I I i -7 ,� � I I � I L ''I __ I I I �11 �­ L , I I - I I � \'7-' 1 ,I L ,i� I i I . �- � 1-1-1-11 I -1 11 cc,Y/ � " ' 0 ) �� 11 "I 1 ��2� L ) - - , " I � IL, L' I I " L I I - L _� ­ � _L_' - 5_� to \1 I i L I I 11 ,��L "� I - L Ln '[ R STA 59+ !' = STA 59+50.69"' A" i - ' I � I t C1 I I I , I � - I L I I I I I 1 1 . I - I i , N 00 00' 33" E - I � "I ., ­ 11 I _� I I I I - L I — i I I- I — I �# � I L I � i /-, LINE "A" & SE 119.-191 .. 3' R � I 1. i < < , 14, , I SECTION LINE . SHELBORNE ROAD I __1 . 11 ��_� _� , L' I ,*,— LINE "A" & SECTION LINE 4- N 0004'17" Y� _----- � ��� Fz , I— I I I I I I I I z ,ST I�, , = A 10+00 '$-126-X,' . I N 0000'33" E 11 jo I I - //1 L ;11 —1 __ � � N_ - . V) (n . Z L ; � �� -- I �i I __—_-__,:�— I LL i . I I P LINE "PR-N-126L" R C2 cn- Uj I .. --. - N no nn' 33" E - S ! � I L. 3►R � ;����- LU I N� I I I ,,,, I "I _1 I ­L � ��" � �11­1- I L LL I 1 27.70' 'i�ii �_ 'k 2L z z L 56+50, Structure No. 188 (() C1 , �', ,,, SE,L-"(�:, �-_�� � _`bi� ­f'_1)L � I RIC . 1­ I . L� ' ' I ­­­­­ I'll .11, ' I ­ ­­ - -- � L I I I - _ 11-4 ,, L " 'I"L,� -� I ,_� _.�_j "' ' ' 11 t.. � I I I _� ,;�,_i,:Lj, � -r I - - I 11 L 1,n, ­ � . ­ ; L 1 1­4 ZD R /Catch Basin Type K-10 & I C2 RC Fil�,T:" L _ k,:�)­ � L I - I T-i o L� .j _j I I � - r-7—f�1 ' i-" �j N t-,� � k � ': LL -- I I I � I 1 'L'" , ft. of 12lf RCP � C1 ,0 � J "�, ,, I - 'J'�L�,�,::_ ­"-IL11 I -- 11 1, � �­­y-, L 191% mr ..� � , -',- ': :WETLAND AREA B,,,,,, i *' �,, ,,f .. . Ill T Ill TA I I I I I I I I I 11 11 ' ' ' - I I I I I I I .. U . � -'--__ L I SEE SHEET 72) . . . . . . U N - � I I 11 -- ------L, ­1111111- : — I - I I L- 11 � I C1 S (D ,*If,+, IV. - ,*,%t♦t♦t t _� , i I : I I 11 I I I I I I I I I I - 'a __.a L • -.*- r__ -.-*- I --"F- - -4*- __ - I I 1 L - — 1. I ,�,f,*,f,f,f,*,+,+,�,(.(,f,*,+,+,+,4141*, � f � - . 1� I I I I I I I I I fEE��11 ,?O I I "+1*1+1+1(I — 11 1 T6 1 1 1 1 �I, . I I ,f f + + ,*,f,+,4,4,+,f,�,f , — - � I L I < I I I I � I I I I I L P 1, Sta. 57+50(, ,!'PR-S-126R" R � 1, � I I 'L I I I I I I L 00 I I � - -11 L I 1, I I LD 6 I R ,f,f,(,+,+ ( f1+1*�+1+141*1+'+'+'f'('*� I I + - I I L I I I � I I I , I I - 11 ­11---1-111- ....L L L L L I I L I L I , -_\ = Sta.R7+50, "A" 11 I _ L I L L L ­1 �',"' I r4 " _%Iik_� 4 + + z 11 - L L - � I -•­ - LU ­i , : L 4♦+♦f f 2: - 11 I ­" 11 I ;_ I I I I I I ,+,+,*, w - I I - I � 11 I I I I At , I I I I I I I I I I I , . L L � : ; - I I / 11 11 ,:�,� I �11 9- I I I+I+�+I 4 1 4 f f . . . I I 4 + f + + + * L -1 Structure No. 191 L L L - L W I , I � � I I I , , I � I I I I-I LLLLL-- L I L I ., , I r_ =I I '41116 f I(I+I I i I+I+I+I+I 4,+ +,(,+, , , , * + + f 4 1 1 LL I � I * I � I I L L L - I I ' I L- I i I L I I I I , I, A ,�_ 11 I 11 I I I I I 11 , 11 I I I I I I I � , I I 11 L - Catch Basin LL I I I I Ul LU I I I Is 11% C1 I I - 41 +1*1 I - I � I * 4 f f f + +♦4♦+ + f f + 4 + + . I il I� -_ I I I _# . . . . . . . . . - I L VIP I I I . , 1 z I LL­ r 1. � , I , � �+,+ 1,1+1+1 I � I , , , � . . . I i , , I f *1 41 f,*1 I I . . . . . . . ..I+1+1 41 1 I I Type K-10 & __-L_ _ LINE R-S-12611 I � I I fi -1 � ILL I f f + 4 + *'*'f,+'f,('+ f. + + * ( f f I I I - I I I ♦ I I I I I I I I , , , , , I I I I I W I I f, If +1 I I *IX"'IfIt, I I I I I I I I I " 1 4 ft. of 12" RCP , - �_ - - I I �_�_ ,I L--' I C . . . � I I I I I , , , , ,f�f�(,(,+,f,+,+,+, i e.;�_*' , N i , I I , - - I I I � I I r%4 I If f1+1f1*1*1+1*1 , . . . . . . �0 ,♦ -,*I t. ESE- - 1 T-4 1 L + + + f * * f + ( f + + f f f V.%.+ *I i I I LL I I I I I � I I I I � I I ' i I I I I I I I I I I t.. .. . . . . 11 I 11 - — — ,.01-i __1 I f,+I+I f I+I f I f I+I ♦ I+I(I f I+I*I+11 f, I f I I I - 1, I i , I + � � , , < I I I < I � ,* , ,+,f,f __ I 1 6+50, 3-2r'"A" Structure No. 189 - - I I � I CURVE DATA � WETLAND AREA A - I I I I I I I I I I I I I ­ I 11 "+,-*,E"E"*,, I- �_ - I . \ , , � P.I. 59+50.69 ' ii w ,� , I I +,k,f , -<- + f + f 4 f f f * f - 1, 11 11 I I I_- 11 I ` - , I I I I I I I I I CONSTRUCTION LIMITS \ _� __Mn'hole Type D-4 & , - , ' (SEE SHEET 72) %.11 'L I f-I . I f,"+No<ter � I I � __ 119 ft. of 36" RCP I +0).00____ ___ I - - ��I N �� NO CURVE RUN ,, I � - I I I - - .�, . I I .,+,+,(�f�(�f,+�f,k, __ I I I I TILE M ITHIN TION -_ , -_ L I APP. EX. R/W. 11 \ � I L I C4 I I I I ,, Sta. 60+96.3,_"PR-N-126R DRAIN z,_�� CARMEL 2002 SCHOOL BUILDING CORPORA _� I I I � I - I \ I 11 I " I � lip - I THE CONSTRUCTION LIMITS Sta.57+50, "PR-S-126W' Sta. 58+57.1 "PR-S-126W' i � Inst #2002-00049402 1 = I I . LINE R-E-12 i 6L" " , , , , = Sta. 61+00 41' "A"-Str�.�o. 198 . Sta. 57+50, 32' "A" \ \ ��L 1� k + I i E"f" ,1 - AT THE NORTHEAST CORNER L . z I L I I I ♦ 1 = Sta. 58+4 L I I I I I _Q, "A" Structure No. 192 � I i � 11 - I-, I , I � "it. 11 I I I � � , + I ,�i , _MaW�ole Type D-4 & � 1.111-111-1, , ­ I t � ­1­�1 ,­ \ L i- 4- 1 ,� I ­7- 1- * : : f,+'+ f - I I � 11 11 " " I _,­�­,, �_.� - "I I , - I - i­�­` -1 ­­ � ­ -­­­ 'P,­ ­'",� �, OF THIS INTERSECTION. - , - ,� �_, � ,- � ,,fi �_� �'___11 ­ 1- I--I­ _.1, � "�.�, � . . . .. � , 1�_ � '�' �" , - I , Structure No. 192A 4� - ., , , .. I-1. : i.,,.",",", I'll J , � 1­1 � ''��-11-1 I— I 11�---j � ­ ��4rrt . . . . . . 11 ,li ��', 11'11 "I � , � -A �­� \, �,­ _---_,,;�,­­��,­ "I I I � � "' �" '­"r- ,­ - �­ A. -, - - _`�__��,�_t � � 'L:'-' Catch Basin Type K-10 & 11111­1 I ��� I + f + ��­:��L"���" 1 12 ft. of 36" RCP"� I I -, , - ,4:1 +,*,+ ,"' I I�­ ��, �.I - � I - - I - , I I I L - I , 1 � , , ,,_,�­­ , ,_­�­L"I.......�'_',�, " .�i ' :�Z,1", ,� - .- I , I Z �-, � - � ��­ I I , TRACTOR MAY NEED 11� ': " 'L� \ ­ I I - � \ I : ���":!f`�­���,::-�tj� _11:�11111 It �­4""jj, ,��� , , �,� I� _�I I �.,�1"­ �, �� , ,�. . . . . . � I � :1- 1� 11 " _� -4 Manhole Type D-4 & \ , � - L I I t I I ­ � THE CON J, - - �11 I ­ ­'X�J'X;�L....1,o-�-2- ��11,", ,�.�V�,� �L '­%,­­�­ " " L- j" ­ � - � - - -'4-�­ � � 11 - , .011, 11 I , C7 i � I I I , -1 '_,�7 , 4 * 4 + E. L��­i��­- 11, I I I­11 b.-­11�I­Y­--�-1�'_::;";..'�,� � , I I , � I I I 11 I 11 I i z I--_I r- ­­,�v -�,- , � �_ " 4 ft. of 12" RCP \ \\\ I i �­� � I � , , \1 11 - " ,',I ­,�" 1�,,, , 1-1 - , I .�_, 1\11\1 �_I "�� ' ` TO REPLACE A PORTION ...... n" ;,�,� I� , � -, ` "" , �, - � I�-#�-ii�+,(,* * * ­1" _," 'Structure No. 195A �11 ­- - - - ��,, 1 94 ft. of 36" RCP \ � I i%'1__1', � `����,i­z�� "­ ­­ +8 , ­1 ­­ 'a�,,J,��, � -11 � � �_­ I I I " ���'�4��,';�"-��;_"�� 1 '59 -9 1 1-\,- 1 4 '7 � �, �­ �,,� ­­_---- 1,- 111- 1, I 1,11 I :11 NOTE: 11�\ , �" r�' �'l \ '_­­­L,''- I "I ,L I- .;�_ �w, - - -, �� �,� 1-I j - � _­�_�­- ,, I �,_ L �� � , � - � ,:x�c�,� ,�' L'K ' ' _ I�I� - . ­ �4', -_ '41',r;��,,i 11­­�­'­,,i� " ''I ,�,,­ _ - 11� ­ Stai. 58 t 'PR-S-126W' i z I ,�4�,Iiil�� I ��___ t�" ill",1_1- �\A � #'L f f f + * + ( E.*­*,�, -�,I� _1�\ -� '� - 11 �, ,� ,�,,_­` ,­ +56.2111, ' 'I ; - �, ALONG THE PROPOSED RW LINE. ,, _ , - \ - ­, -1 - - 1,11 __ '�Ili,J' .� , t, ."&­j'�,'�7'L'1­_­,� ,, ype 3-10 & 'I, '5­4�' - I , _�- ��,� � __1 L _11� ��11 , ,�, , ­_ j 7-�C) ' 'C"i" 1, 1�_ I - � I ': . , 1,1i\,114,�\ 11,L� I I . �­- ­',�--7, �' ,,-, :,Up � � _,�� , IrildtT ­ ALL R/W DESCRIBED FROM LINE "All " �, ,- � L ,__ _­ \ , -E- 611" ,'t_',,�: ",�:4,4�11_ � �11�."I , I I I 1 ,��-,� I , 1. - - �11_ �;, ___ , " I'll- ­ , , - 4� *,+ f--4, k,+' � 60+97.7 "PR-N-126R" - I , ­­_­ ,�I I �, ­ � -,� _,��* ­­11,� - 1-1, . _' ,, .��, ­1 ­1 ­�­ ' !� ,,� I I - -1­ , , - - _­j-d', � ��i, i�,,��L " � 1111 ­�""'' �­ 11�LO , , I" ­_ I �� I ­ -_""­­"�"'",­�, , " "' "'of 11 ­­­-:�,,,`,�,­;��, �1�1 � I � " . 58+35i�53' "A" Structure No. 195 1� .1 ��,_­�i,,-_ ,,� ­ � ... -,_,"-, _�_-, .- "" � , _ ." ,� - I , I'll - I !'L-���),�:i� ,),�e!r-�!!!�� ,-q�,-i -- �7'�� I ­-I I , I I ,­­­11 '4ft'. ,,12" RCP � !�' ­ I ill I I ­� - " ­,, �,�,�� ,,�:� ­1 I'll ��, I I __ , , - - * ' - , 11- � + 4 + ­ �L A�� ,,,� I I-z­/- � �_ 11 I - L I I , .- �,�_L����!,�� �I � '�,L j, �', _ ��, I t I ­11f � , -1 - ­ 1� _It��� _"� ��_i� L _ '_ e��_­ - "­� , -, �, 11 ALL TOPO CALLOUTS ARE BASED ON - I iD!�)'��_'t% f,`-"�,j _ 7, , ­1 " " �- - , ,,, -If � , - ­ �_s 11, \ , '_��_ ,,�,`, .,� I I'll �f + +�,�""!�­f... "' - z,� L:�,. � 1- I ­­1, " -_ � "I I ­ -_ \ , -1 T " " " �? .­ , ��'__), I , , - - ' 'I, - ­ 11-1 ­ "I I.,- o��o� i 11 I _� � , < * ` � , � o . � ,." LL 1....1� I I I � I �,_. �" = Sta. 61+00, A ,­ ... �­­­ 1_­_ ­� "I' Manhole Type'D-4 & .11 I— - , -11 .� __ �� - �,��,: 1,1��� 'Ic L_� ( f i",.4_�f ­:�Dl No. 2 :1�1 I ---`� I '_ * If, I I I I , __1 ...�­r � L ,�-� - ­1 , �_, . . � ­1 11 ,If fl< �;�%_i�L'Z "fu - -- r_L ­ - lk­­ I ,--'- � -I -� - - f f 0�� I I_j �.,,,�, ) . _", _v � I I 11 ­ �',, / I— , (b - ­, ­ ­­' - �11� �1 11� * + + +,�p*�, 1;i 9117, _' ' z:".�!:) ,-,i� _­ -- 1-1 . . . . . . . * , + It."" 'Ili �­;­ i;, , � �'I��� _��, � ­ 4 -;:, �, 'l 1% +� � � Sti � � �� '11- iL� ' 'I , , , I I I - � , . , I I LINE "A" UNLESS NOTED OTHERWISE. ,� Llll�:, _�_�_,;" I I , � I � " 58+55f 881 "A" Structure No. 19 -_ \ �, ­_ � - ��, -$9+%3,­8$!­l1A"i' 02 - z I'll , - L ­­­��:�'_� "­ it� 7, ­ I I A ­_��' .� � 11 .1, -,-;, - L�':!���',� �_ L'� � � , , , , , " Structure No. 1 ' ­, I :7 8�,',�,ft. of 36" RCP , I �* ,� - �i� , ' I I -1 I 1.­ 111-.'_' - Manhole Type D-4 & 1, ­1 -, _11 I'll * e�;` Ma hbleilV ,b,4,�*...�c'D�" � I "I - I I \ 1� \1 -711" 11 I I I 11 I " " , '14,1f,*b �,6 Q. Type L'� � � ,: I I � - - ei K IL 1� �, I i-, -- 'D q,� ii ­, ­111 f , + + f + �t L, '. 132 ft. of 36" RCP, 88'RT "All � � -1,41 ­1 34 ft. of 36" RCP \ •- \� -" � I'll I ,f,+,#,4,+ I Catch Basin Typ -10 & M" t'l I I I I I I I , ,� " . � 11 1-1 - , , , f , , I I I I / , , , : I . I f : I "-N f , � . I I 1 4 ft, of 12" RCP I I I L L L I I L LL I - I L L L L I I I I ILL i L LL L L ,� L ­ L I I ILL-L -1 11 L I I I I I ­ I I­­ I I I'll I I I i I I I � � � : L ' � � i i � L I - I I - , I L� L'L L I L L I I I I LL I - � i I � I I I I I � I L L 11 I � L 1i � L I I � I I I L I, I L I I I I : I � i L I ­ ­ - I ,,11 1- 111, I I L I I I L I I I I I : I i I � � I i i I I I I L L L - I I L I I I t L ,L I f LL I � ..LL � _1 I I I ­ I � I " I L I I I I IL L I L I I I I - � i 11 ­ I I I L I L L L I- I I IL L'L L I - I L L I L : , L L ­' I 'L L L L L'L ILI- 11 11 11 I L L I I I � , I 4 L I I � i ! ! L I I ILL 945 1 i I I I I I .- I I 11 I I I L, ­ L I I L L 'L I L L : i i � I 11 I ! � � I � I I � � L' I I'll, L,- I I � I I : � I I � L L L I I � I I I I L L L I I L L L L 945 1 � � � I i i i 1 1 L I L I I I I � L L L I - I I L I L L L I I j I � i I I � ! I , � � . I i � � - I - A 11 I I L - I ; i i : z I II L I � , 11 L L L L ",- I I ­ I I � - -I I 11 L I L I I I I I I LL I I I i � i c i � � i I- � L L I � L � : I I i I � I � � c I I ­ L I I L' I..- I I L -11 I I I 'L L L I I L I I I � I I I­,11 L I I L I I � �, I I - i i i � I � I I L I I ­ L i L I I I � L I � I I I L L I I i I� I I L � iI I i I i I I I : I I � i L I I I L i � -- I I i I L--I I 11 L I I I I L I L L I �'L L L I - I I � j � i I I I L I I � L 11 � I I I � I I i I I � I I I I 11-1 11 I I I I � I I . I � I 11 � I I I L I 11 I I . L I I I 11 11 I i i i i I i � i � I - I L I t I I L L L � L I I I � o L � I I L I L I L I � I I I I, I I I I I I L L � I I � � - i i ! � � � I I I L I I I I j I I I I I I L- L L I I I I I i . I I I I . I L I I L � � L I I � "I L I � � I . : I i i � ; � I I L I 1-11 I I I I L L L L L : , : I L I I:LL ,I LL i L I � L� I 11 � L L i e � iI I I i L � I � i I I i I L ,L I � I I L L I � I I I I I L I I L L L I L L I L I I I 1 935 L L � � I I I L L I I � : LL I i � 2 1 1 ' i ' I I I L I � � I I I I I I I -- L L L I L 'L ' " L I � I - ,. I I I I - I � I � � L L I-1 ­L L I L I I I L I I � i I I L I I : I L : � i I I I � - L I L I ; I L I L L LL L I I I 1 935 1 1 1 1 1 i L L I - LL I I I i I i i I i I i I i i I I I i � : i L L 11� . I � : I I I � L � I I � I I I I I I I L L � � I ' 'I L . 126th S I REET RAB LIMI I 5 ' ' - - LLL L I I L I I I I I L I L 11 L L I L I I ; L I I I I i � , � , �L I I L ,�, I ,� I I L I � I L � i - , L I L L � � � � 'L L r i L - I i � � i I I L L - 11 I L I I L I L I I L I L I L L L I I ­ 11 L � I I L I -— i I I L LL - L i ­ I I I I FOR PROFILES SEE SHEET 16-17 L � I I j I I I I - I � I i i i I i - iL ,ill _ I I , �' LL I I ­ � I I �L � I � I I - I '' I i I � L L L L L L L -1 � I I L I I � - I I TION L SHEETS & "PR-S-126L & R" PLAN AND PROFILE SHEET � i I i � I - � � I I ; i -�--­ ""LL 11 I I I I 11 � �- I 11 0 : I SEE ROUND ABOUT SEE SPOT ELEVA I i I L I L I L I I � , C I � L i � � � I i L BEGIN ROUND ABOUT � L I "I I L L . I'll, ­LL -1"I - L 11 I - I -11 I ­1 ­LL I , I I' ll L L 1. I L I 1, L L ; L ­ I L I i � � � I I I I L L I I I L 11 I I I i' 'L L L L � I I - L I I L i � - I ­ L I I � I I I � � 'PROPOSED L PROFILE I ­ I � I i I . I - t � L � I I I � - I I I I ­ I I I I I L I­ -1 I I 11 I LLL­­ L I I I i i i I � : L I L L L - L L L I I I L � I r' I ­L IL ' '� L L L L L L I � I 0 __�BEGIN PROFI .E � I L I I I I LL LL L I I 11 I I I I L I L ' 1 L ' I I I 11 I I I I I I L L L � L-L-L LL' I L I L 'L L 11 L i � I I I I'll I i' L L L L LL L I L I L � i I i I I � i L I L I L' I L L I L 11 I i � 11 "L 'LL 'L L I L I - � L L -11 '11- L � I L � ''LL I . LL -1 - I LL I � ­L- I I Ln --I � "PR � i I I L'L L L L I I L ­- LL ­ I I L' L I I � I L L I I � i I i � j _S L � � I I I 1 11 L L I L I L I I I L L_L I I L L I IL I I L I L L 1 925 L- I i L 1;'L--- I L i i � i I I L' � � I I L I � -L L L I 1- 1 - L I I I ; L � I I L I I I I L L I I'll, � L' + 11 LINE -1; 6L!' & "PR-S-126W' L - I L' i I ­ L-L L L - - I LL I � I � � i � i � , I I L L L L I L L 1 925 1 � I I � i i I L I I I � � � I I i i I I I I � � I I I i � - I I I 'I f-"0 i i L I ) � L L I I L L I - 'k I...L' I. I I - - ', L I 11 I I L' I P 14;LV- �_ I L I I L L � L L I 'L L 'L L I I L I L L� I � I I I ,L I I i I 4 i i I � L I I L �- L I L L L: I � L L L L'L I- L I I "I I I - L L L - - 11 1, L I I I L I - -I I I I L L L I L L I i L L I I I I t I I I - � '' L L L L L " L L L L L L L I I L L I I I I I . I I I I� L L_�I­ I I I i i L L � I i i ! i � I I L I ; I � ... L LL I I I I I . I L L L L L LL - L I 11 L L L L � . I L I L I 11 I L L L L I I I I I I I -I ­ I L I I L L L L LL L L I L L L� L I L' i � I LL I L -1 L 11 i I I L I L I i � � I I I I r L 1. I.L 11 I L I � L L � L I . L � � I I - I I i I L I i I I � I L L I L'L L'L I L L I I L L I I I L I I L I L L L ; I I'll I I L I I . I � . I L L L I I I --- I � I L' L L� I I L - � i L i I I I j 11 LLL� I I L L 50% , L L L I � L +6.. I I I I L I. I I L I , , , I L� I - � - ; I L L I I I L L L I I o i � � - I I I LL- I I I I I L L I - L - I L 11 11 I L L'L L'L I I I I LL z i I - ' -------�­ � L I I� 11 I I I I L L'L I i I 11 I LL I I I I I L I I LL 'L L L.LL I I I I I � I I I I I L -I I I L 11 L I L I L I i i-_____ I � I I ­­ I I I � I L L� -11 , � I I L-7U— � I i I � � i I I L I I L i --L L L � L L L � L ­ 1,-L-LL---LL - I- I I I I I L----j-L 11 � ­ L I i L I i i I I i I � � � --- I I 'L L L L I � L I L I I I I � I I IL I L L I � I LL I I I - I ­ L 11. I I., I ­L 1-1 I 11 I I L L L L I I I I I 11 I I ''I I L L L L I L L 11 I I I I L IL LL L I L I --L L L L t tL ' -- - ' - -- - , ' -I I L I --- ­Lt L I 1­11 I i i I i ; I � I I I 11 I LL (7% --C��L L i L L L L I � ..... L�L i� ­ L.... I L L I L I i i � i I i I T-4 i � __ I I I 11 11 � '­­- L L I I I I I-­­-� L �L L L L I --­ I L I I- I I ­_ --11 I I - � I I L I - I- L L L L - - L L L I- I I­. L: L , - I I L- I- - I- I I L L L L L I I L L L L I - I 11 LL­.1 11 I— I I 11 � '' L L L L L-L L I I L I 11 - I I L I L L LL i : I I I I � W CD1 � . I 4 I I � i ! i i 1.11 L IL , ­L� � L'L L I- - I'll I �' "'--- ... LL­- - I I I I L' 4 I i I L I L' ; L I� L- ­'L I'L ' ' ' L L LL't L-L I - L 'i I'll [ L-L L L L L-L-L 1-1-1- I I ------�' I I I I � ; L L �- I I L I, ' "' - - 'L L I L - -" i -C; i 'L L I L-L I ,- , I� I , L L L 'L L L _ _ - - - - - - L- _ ' � � i I L L L L I of LL � - - I I L'L - L L L L L L'L-L L' I - I LL L' I -­- L"LL ,L I � I � O I i I � I -- -L - I LL I L L 11 I L I 11 I L I L L L I I LL C 1w (,j L ' I .... L I L L � __I__ 11 I L I -1.- 1 T-4 L I � I L I I L L L L L � , - L - I I �'L L L'L L L- I i i i _ _ - - - _ _ _ _ _ _ _ _ _ _ ,--,- - - - - i I ' 'I . � L I _ � �_�­_� -_ , ' ' LL L L L ' - , L I � . L L � L L L L­ 34 LFT. L ,- ­L _ - - " L L L, - - - - - - ­ ­ ­ 11 4'L in- - __��. -4- Q I _ ­ ­ - - . I ­­­ 111 LL I I L L L L -1 I I I I I L L I- I � IL � L ­1 ­­L­ ­­ I 1­ I - ­ IL-L L I I I ­­ - 1111�...... ' L L L ' L­LL L - ­ � I i I I � I I i � I i I I � ­ - I -1 LL I 11 11 I I L LL 11 1.LL" L I I I L — I I I I j 11 I i I I i i i I I I --V\- - L L L -1 I 915 � ­ -- , —'— —7 L-77T -=,-= ,— — 9L — — _�..' — — � — _ _ i_ _ t — — — — — — — —1 — — — — — — — I - .�-- — — — — — — — — — L -C�j— — — — _-L— _ _L L— — — � — — —�� ,'r-, — — —-=,,—I=''— —- — L— — —, L i — I, _+-- I I I !L L I, --I.L L L L � -' ' L L % '----L - L' -L-I I t .I I I I�I� L L L L L L'''L L ­1---L--- I I I I" IM'''-L''L L-'­'L I I''L,� I L L L-I 'L I I L L--I ' L 'L I L I I L L L-L I 11 L L I L L—i — — -— — - -- L L -'' ' L L'''L L L-L L L L .. I I ! c I i I 4 11 9 1 5 - I ; I ! I I I ' Ifi" Ponp i i � i 0 � i 4 q, ?s L I I I L I ­­ � I I � I I L i - LL I-1� I I I L I --­­ i,, ___ -11�� � 11.�__._­ " I I I I i I I L-L L--- I � I Ln ,Lft L-I I I L L L L ! i L I t � i 4 I v-4 - . I t I L L L L L I -- IL I IL 1_7- , , L L L I 1­ -- I I I I I I i LA - � � IL I I I "ILL 11- I L L' - I L L L I I- I '10 L '' , I L 11---L: I %0' L­ ­­­ .11 - 11 I I L I L "I - t "L L' ' , L--- - ' '--- --- -," I L L L L I LL L�L '­ i I I i t co : I L LL L L L L I ----L- -I I - I I L I I I I 'L L L L - L I L i � I 2 L' I L L L I I, ' ----- ---LL -,i­ I I-------iLL I I I L L L L I 1-1 -1 - I I L I-IL : I I L' ; - L LA ON '� L L L ___ M i� - L, 11 ILL' L -----------i L I I 11 I 11 LLL L I") I'll .Ln. 5 - I - 11 LL L L L L - L I 1-111, I I I L I -­­� I'll, � L - L L L I-----­ I L I I I I I I � I i I ! L ­ - i �11 ­ I L L'L L L' L - IL : I i : P L , - L -� ' "- ' ', ­­ ­LL- �­ ­­­­�­L 11 I f L I L I L I I I'll LL­ I -- - I I�' L ­, It- 0 � ,I I I 1 14� L I L I i L i I I i i L - ' 'jo i � 11 I ­ , 'L L - - -­LLL- I----- I I i L I I I I 11 I + t - t � Im , , _ , L L I L''L . . . ,.4' jr ...L L L L I I L I I L - I I I I I I I I 11 . 11 I L I L L'L I L L - I ­ . - � I LL ' PROFILE P L I ­ - L ­ L- L I -1-1 L' I , I I � r, � i ' L 11 -LL EXISTING GROUND PROFILE L - I . i i I t _] , Ln ------_1 I I I I I-i - I I % LL I I I i �,,-4 V' L 1, L L L --- 0. Ui 1� L I I I L I I I I I I L I-L LL I ....LL- I 1. I I L- I I I I'­ I'll L,11 I L I L L-L L L L L I I I IL---LL-L- I - CA-- -- L L '- '- L- L ' L L L I I I �, i I I 4 L L L-- L '----L--L- - --- i � ; I � � L I I 11 L L- 11 L L L I i L I I z .11 L --­1 I I I �L I 11 � I T-4 LLn I L 1. I L L'L I ­ .11 I L I I I� L L'L L- I L' L I I I L - � I ' -' � -L L L L L L L � ­--11 11 ' '' L L L � I i rn � I I I 11 - + L L, - L -- - I I L L L L I L I I,I I I L L L I-"-- � 11 "I L � I I i . I � � i i i I i I - L OC - + ' -----L , ' ' ' ' L L ' -L L L . I I I L I I L L ll L L I ­-----I i 11 � ­­ ' ­------- - , - , L L L I L I I L � '�� ­­­- � ­ I I I L STORK PIPE L' I I ­­­ I L L L - L L L- ... . .... I L � "-­ I; � I I i I I �L L L L I I I I � L L i . I - 1-1 " ,, I .1 I 11 L L L I ­ L I I L-L i i I � I � i i---- , -, -_ + -L L L 11 -t; a%'' ' ' '' ' '- - L L L L L . I I L L I I I I I I L L� I I L L L_L - ' L L L ­-1 11 - �, . ­ - ­ -11 I I I L L I j i � i � L L I I 11 I I L I I - i I I L � 'L--- ­ � L I - I L L L L L ) -- LL 1 , - I L L L - I -_ LL I I 11 Ij ' L L L L- '� - 00 L L : i I � � � t i � I � I I I L L L� ' -L' 00 � I I . I - -L L I - I� I I I I ­ L I L" - I -LL LL LL ....L--- IL Ln 11 I I LL L L L L L L I L L I I I 11 I I L L L - -I L - ­ LL 11 I I'll� I L L I I � i I I I i L ­----L L i-LL -1 L�_] -- ', '' L - --- -� ' L L L L ' I I L L I 11 L � ' L L I L L I -I I I L L L I L L L I L I L L L'L I L L L''L'L I L L L - I L L.L L L' (PLOTTED L 10' BELOW DATUM : � , I L L i t - `_­ t i I .Ln I -11 I ­­­- . I -11 I- I I L , � t - t I i L L -11 905 1 L; -I I A ; i i i i I I � I I LL L L ' L .1 - I I I I I I L I ' L , 11 I'll I'll L ...­ L LL � ­­­ I� ;: '" rtf , '- "" LLL, ­L­ L, ­ '' '� LL L- - __ - 11 LL I�' 81 LFT, J! L ' ' ' '� I � I � ­. I I L L ­ 11 L I 11. - - I 11 132 LFT. of - L L I - - I � I I I I -� I L. ,-"L' � 2 Li 905 1 i � i � - L L L I ­­­ 11 I LL I L L 1 112 LM" of I I L I L L L - 11 1 9 I : : I I � I - I 11 I I I L LL L - , I I i i L � -94 i P I � L i -i ----- I ; L , ' ­' 1-1 I—- I I L 'L L I I t I I L"-- . 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O Bituminous Recreational Path . . 01-27-2010 VERTICAL SCALE DESIGNATION M (�� Roll Curb, Modified - - L OA Truck Apron :. 0. .'. t FOR APPROVAL - : .. �_. 10 9 .* . DESIGN ENGINEER DATE x = * : 0 = - I I V=10' I I r� 4 Concrete Curb & Gutter Type II z 6091 0005 '" * � O PCCP, 4" (Colored and Stamped Grid Pattern) (�� Straight Curb !* Q %-,,o% ..: SURVEY BOOK SHEET on 6" Compacted Agg, No.53, Base %_ 0'.. STATE .... DESIGNED: VA DRAWN: SAJ SHELBORNE ROAD r_ *.. ..... - - - ... . . 0 (4 Alternate, Concrete Curb & Gutter Type III (�) Median End Treatment *, e%'%-..!At ... 1 18 1 of 1 72 % ,p 01 I % S ".9............ � Stamped 41" /0 "I 1 (4 Concrete Center Curb Type C (K Letter Denotes Mod. Curb Ramp Type; Colored and Sta vs///,- N CHECKED: PWM CHECKED: VA PLAN & PROFILE CONTRACT PROJECT (�� Resurface Over Variable Depth HKA 1 4//,//////'/'/,/,,/,U/li;l�l;iiiiiii�l� I -I 1 06-21 Model: PNP07 Drawing: p:\transponabon120067400shelboumerd\30sheetdmwings\10basesetsXR-PNP-0112.dgn - .1 LLL ' ' / , / I -1261_-�,� I I �I I ,*��e � ) /(:�)� Z � / I � . C / / 0 / C) W + / \ / s a r.' u + '.fit« "^ ("t &`..e i a x E-' }M 4 t r I 11 II > •, _ / , :';, Sta. 58+5 PR II 126E =` _ �.> - = ructure No- 1 nr �a 11 - - L" St Sta. 58+50, PR S 126 / ., w,v ��- Sta. 57+50, "PR-S-126L" Sta 58+50, A w II II ;:� >. .: _ 11 11 r Inlet Type J-10 & �. IMF "PR-S-12612 1 = Sta. 58+50 A Structure, 3 ;-� ` , e � �, > - Sta. 57+50, A Structure No. 190 � _ + 0 _ / _ _ _. Sta. 57 5 , v -- �} /�� 2 RCP Cu s ?' _ . ���._ _ 11 II Inlet Type J-10 & Inlet Type-J 10-& 7 i Sta. 57+50, A Structure No. 190 / . _ 47 ft. of 12 RCP n: 70 ft.-of 12" RCP / Inlet Type J-10 & / \ 47 ft. of 12" RCP END LINE "PR-S-126-L" \ - P.T. STA. 58+69.19, "PR-S-1261") / = P.O.T. 58+69.19 "A11� 81 � +75.00 `v CONSTRUCTION LIMITS /1 - ` o0 r - / _ _ ___ _ _ doe: v 64.00 / v _ 60.00' P \ BEGIN LINE "PR-S-126-L" OA.QO - / CONSTRUCTION LIMITS \ P.T. STA. 57+50.00, "PR-S-126-L" 60.00' / v \ = P.O.T. 57+50 "A", 8' LT - - - - - - - +45. 0 R/W - - - - 50.00' - - - - - - - - - - - - - - +45.60 : a 50.00' P _.__ .. P. _ S bo P.C. STA. 58+40.65 S 0 Cd0 �p iV R l C1 R LINE "PR-S-12612" P.O.T. STA. 58+09.62 I : C1 11/111 _ _ - l - T 59+50. 9 R P I. STA 59+ P N 0° 00'_33° E rl `; , ° . �._ 11 STA 10+00 S 126 A - C2 N 0 00 33 E _ � _ ....._.. _ .. � i•, - LINE "A!' &SECTION...LINE 3 R HELBORNE ROAD N 0° 4'._17° W N LINE IIAII &SECTION LINE N 00 00' 311E R C4 N 00 0- 1 W _ _ S N 0° 00 33 E S _ L TA - _ SHELBORNE ROAD N 00 00' 33" E O g _ © N C1 ' S C1 },� s PC STA 57+77.70 , A _. ZD R RC _ CZ co R C1 _ LINE "PR-S-126 R ru S w LU RC / Sta. 57+5 , PR- -1 R C �' _ C = s Structure No. 191 N - - 0 _ - ,-I Catch Basin END LINE "PR-S-126W' N Type K10 & - - - - - - - - - - _ _ CONSTRUCTION P.T. STA. 58+67.07, "PR S-126R" \ _ _ = P.O.T. 58+58.49 A , 40.76 RT 4 ft. of 12" RCP - _LIMITS ' 11 11 _ - - - _ - - - - - - -- -,�..'�C� LJ:PI€"PRS-J.26R" - - _ _ oc z \ -- P.O.T. STA. 57+50.00, t1PR S-126R" _ - - _ - _ = P.O.T. 57+50 "A", 81 RT +00.00 CONSTRUCTION LIMITS - - _ I _ _ , . . CURVE DATA APP. IX. R/W. \ C4' - w - k. E�E 11 II 11 11 \ \ +00.00 APP. IX. F,/W. P.I. 58+24.74 Sta.57+50 PR-S-126R Sta. 58+57.1 PR-S-126R W Z _ _ _ _ 11 - Sta. 57+50, 32' "A" = Sta. 58+40, "A" Structure No. 192 \ Sta.57+50 PR S 126R Sta. 58+57.1 PR S 126R N 47,187.01 = F < E,k Structure No. 192A a; Catch Basin T K-10 & \ Ca YID .: .._ .. , .... u 1 II/,11 11 " o. 192 7+50 32 A - Structure N �: :. i..r °. � ; E 38 151.75 = Sta. 5 - Sta. 58+ 0, A \ II _.. > .,�F ... . : . k.E.E. ..r. � Manhole T D-4 & -� >- 4 ft. of 12 RCP � Structure No. 192A Latch Basin Type K 10 & \ Type Y .. ;:.. : :.. : � 44 08 50 (RT) 11 94 ft. of 36 RCP " 1I _ _ 11 _ f E E IF' 11 Sta 58+56.2t PR S 126R Manhole Type D-4 & 4 ft. of 12 RCP :..._.. . ;. D 49° 23 34 49 «,, ,. „ ..E. F E E � ,r. ..> 1 11 II 195 :. w I �.:..a . . m = Structure No. f 36 RCP II - u Sta. 58+35; 53 A S 94 ft. o _ ..e - -126R s zEE Sta: 58+56.2 .. PR S �' : . R 116 _ III II 1 11 11 .: , .,,.... : ..: E;... E Manhole Type: 4 & +55 88 A Structure No. 19 95 r � ;... 58 Structure No. 1 P .R. -f; - ta. 58+35 53 A Stru - - E Lc 87.19 81:.ft. of 36 MCP NOTE. - 1 II II f3 Manhole Type D-4 & DESCRIBED FROM LINE A Manhole Type,D 4 & 58+55, 88 A Structure No. 19 ALL W II ;.. � :. ,_ -:; � ,s,,,_ _ �Ed . E E ':T 47.04 r .. 34 ft. of 36" RCP ft-ft. of 36 MCP Manhole Type D-4 & ALL TOPO CALLOUTS ARE BASED ON E E E E 11 11 .>: 34 ft. of 36 RCP LINE A UNLESS NOTED OTHERWISE. 945 _ . 4 95 _ SEE GEOMERTYSH ET=FQR-SPOT ELEVATIONS + .2 __ _ 935 _ _ NS E TY SHEET FOR SPOT TIO > _ Z�.30 _ _ ,SEE G OM-_R � _ _ � --E - _ � _ _ , END PROFIL - + 7 PR S 126R V L 100.00 _ 935 _ ___ . _ BEGIN';PRQFLLE PR-S-126... . ..... P.T. STA. 58 7.0 - ELEV. - 921. 7 + IL P.O.T.STA. 57 5Q,00 - _ _} 11 _ PR-S-12612 _ END PROFILE PR S __. ,- -12 L _ _ N Q FILE PR S GIN-POR BE _ _�. .2.1...00 -_ , _ ELEV. 9 _ + _ _ - .19 RT. STA. 58 6 925 7+50: 0 ___ _ _ ,__ __ _ ,_ _ -- _ _ __ P.O.T.=STA S 0 - ,,_ -_ _ _ _ _ _ 921.8 _ - _ . - 92100 ELEV �_ _. _ PROPOSED PROFILE _ _ +0.50% 925 +oases - o _ - _ 915 - . 9 5 - _ EXISTING GROUND PROFILE _ ND PROF _ - _ G GROUND _. EXISTIN 905 5 90 - } _ } 895 _ _ - SEWER PR FILE SEE SHT 18 NOTE: FO STORMS r 895 (.. ........ > ..... ......... ..... ....... ........ .... _. t ........ ...... _. .. ....._. ... _ O _...... ....... ... _.... ........ ....... ... x.. ... ...1 _ _ _ 5 Ln O r ,t0 H CT O Q1 ri 4 .14 �,iri__. _ �_ _100 CL 885 r� 58+00 59+00 58+00 59+00 m HORIZONTAL SCALE BRIDGE FILE OW Wedge and Level \\° `°au „ 9 1„=20� a. R Bituminous Asphalt �S Sodding, NUfsery °°\\\9 ` W MyFU////���''''%, ,i} y CITY OF C�EL VERTICAL SCALE DESIGNATION ate. QP� �JSTERFR`s ��� RECOMMENDED �_ x O 01-27-2010 ,- TA Truck Apron _ Na .. FOR APPROVAL 1 -10 9 O Bituminous Recreational Path RC Roll Curb, Modified _ s DESIGN ENGINEER DATE �, a * �.. 6091 0005 ', �= SURVEY BOOK SHEET o C4 Straight Curb = o ° W VA DRAWN: SAJ If �� �� �� 19 of 72 C1 Concrete Curb & Gutter Type II ]O PCCP, 4" (Colored and Stamped Grid Pattern) = a LINE PR-S-126L & PR-S-126R p STATE OF 4 DESIGNED: on 6 Compacted Agg, No.53, Base O Median End Treatment s F !NDIANP ' �� CONTRACT PROJECT C2 Alternate, Concrete Curb & Gutter Type III °°"���s`s�oNAL �� °��\\\ PLAN & PROFILE o6-21 o O /////////!1/IIIYIIIIIIIIIIIIIII\I\I\\\\\\Q\ PWM CHECKED: VA OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped Ri Resurface Over Variable Depth HMA CHECKED: I C3 Concrete Center Curb Type C a Model: PNP20 Drawing: p:\transportation\20067400 shelboume rd\30 sheetdrawings\10 basesets\R-PNP-0112(18-21).dgn \ O CURVE DATA O O O , 4 ; 0 ;. ,. I,11 . ,. h. .. P I _, , . . 6 3. �99 �--_- .. :._ , we w a rJ „ CURVE DATA NM. , .. - . .. .> .. .. " . +.,r _. 11 ..,, a :,'..,,a,. r,,.,,mot--*f ,._l 3`.., ,...i k - f• ; �:, .i-s _ ,. + " .. ,. . J d.ab ,a,,, .. :,. ... >. .- :,1;111.._ .. ..,., �.i .,_,_ , 1 1'.11,. ., -. ... _,o 't °3'a 1:,111. 1111.., x.. �.. ,,,. i + „;. ,.-;..:,., i�. + ^. ... .,a ,... +. .�. a.... _ .1... 11 �.< 1 111 c.,.:-:<.., L:,, a.:.R �:+,7 w'� C-, Y >1111.:".� ..s:`' a ?;�..., +.. I a: c rr a, ,,aY`. i.11_ ., ' . , . N 1 .W w � 3.5 36! 11 LT I I 1.4 :.a„, , : . M. .,, 4: _ ( 1 :,. _ t . r ._, + _ . ;, O P.I. 1 2 . t ., 8 06 .T 11 O . ,r , .,,. : . . _. . .,. _. c r i�i E. .-.a 1111 :;. ,. .. '.:.. >. +� s�'1 .- - . �.m. .,.,. -. .�. 's`� L?" 11 _.,. ,.„r w r _ I „ . , . R - 1 N. 0. _M ;: �,, 62+81.81 43 I A i -h.. f.,,� i`." ,..':., 1;* r..:.: .. ° n -i s _ , ,,,:.., ,., ;.+. �.: u,aa ..w.s, 0=�' � i-r 3,. ..,x`�"+s`.4Fw .aS 1111 #.i"1 �i�/ .,.'k iJ ,.�i r�'°"„ � C�,d'1 ! .�;. = icy �/11 15 3113 R ... - � - . � 1 St�uc s ,� . ., �., _ 7,. ., Basir x., ,,,Y.... r� . . _. T 3�- 5_ � r r , , - -.r., .. ` . �. .: ;+ ;1,111 _. .- _.s . _ ..-. ro. - .., , ,. .., ;,_. �, 6.,. ae::I WMtbl l 08 Oo _.,, -- _ _ _ ,• � ...: 1111 .� �.;:. .:, .: 1� n .. "'*,. n �. 11 r,.. .. , t 1111, -.. W; ...... .. .._., .,,., '" 1111 " ^- -.. - .r' z. ,� -:, . , _ , �::_. .� 0 I P �. _, - - - ..,r. ,,...,..1 ,. �a L 6S� ._ -,., BEGIN LINE PR N 126E . ,. 11 11 - � _. :; ,,., ,> � _: y :., 1 , .,...: . - -. -_,� _ - _� T 5.60 :: :.: END LIN PR -12 L � � .,,... a ,;:,,�: "..,;.. .< ,.: .�,.fs i" 11 11 ,. i.y ,1111 ni:,, ... r'j E N 6 E:T, ,°'K ';..; is y _, ., ..„ :,:....� _...,.,...3,>e ".<.. = -*"S.v v u >....: �Lr <w,.., E e,S, ;'.; r. ,..,°Y:; .!" _.. 1111 : ..r "" ;.IJ t 1.-„ � �-: �` ;, P.C. , 'TA. 60+02.74 PR N-126L V E - 5 1,i U t Qz ti E L = 110.24' P.O.T. STA. 62+00.00 "PR N-126L" _ = P.O.T. 60+02.67 "LINE A", 4.05' LT � - Eu ��� � +73.4 "PR-N-126L" Cl. I Dr. R 'd. E = 3.77' = P.O.T. 62+00.00 "LINE A", 8' LT �� " " 1 s. Ear` M +73.4 PR-N-126L CI. I Dr. R d. W = 18.0 W = 18.0' X75.00 Sta. 62+Q0 "PR-N-126L" +75.00 / 11 11 Sta. PR-N-126L 46.00' \ /P C ST 60+ 2.46 � � 11 = Sta. 62+00, "A" Structure No. 199 60.00' \ r/ \ � - - 11 = Sta. 62+00, "A" Structure No. 199 Sta. 60+04.6 PR-N-126L \ , Inlet Type 3-10 & Inlet Type J-10 & Sta. 60+04.6 PR N 126E \ ` I- :' + .00 11 = Sta. 61+00, "A" Structure No. 196 47 ft. of 12" RCP - / + .QO ' = Sta. 61+00, "A" Structure No. 196 47 ft. of 12" RCP � ! � Inlet Type J-10 & i ;. In et Type ]-10 & 50. - II �R/W _ 5 . l YP II CONSTRUCTION LIMITS 47 ft.- , 12 RCP CONSTRUCTION LIMITS 1 47 ff:of 12 RCP R/W 11\ - - - -- - - - - - - - _ _ - - - - - - - - _ _ _ _ -- - - - - - - - - - - p _ _ - - - - - - - - _ - _ _ _ - - - - - - - - - - - - - - - - - PTSTA61+82.70 --, ` ` _ _ _ _ ___ ... ill i; _ _..._ �. , __ .. .. S . , :.:_ --. _... 1_1_11 -_ _• __..r. _. .,;-. -, oo P , , P _ _ +70,8 Cl._I D . Re S _11 - _ ; . 1 Q & -, ,.� � � w 18.0 f, s 11 r P al I -_ �:_ - N _; i S _ R R - _ _ �: - R _ R _11_, _ rn 1 _ __ _ €� _11 C 1 1 _ C - . 11 1 C1 LINE "A" & SECTION LI NO°04'17"W ° 04' 17" W SHELBORNE ROAD C1 LINE "A" &S CTION LINE SHELBORNE ROAD 04' 17"W NO°04'17"W 3 "'- rn E C2 LINE "PR N-126L" �? rn E R C2 3/R _ _ _ 1 . _ _ . _,,-.-._ __ N 04 17 W _I'll ;,_ u .... _ _ N °0417 W _ __ _ N _ _ pl 11 I , 11 1 c c < <E<E<f<..... .� R:: 1111 < f E t - -_ _. 1111 .. -... LINE PR N-126L ' ' ' ' ' ' TT l ` f f f E E E f E t E E f f f f V' c < < c c c < c < < < c < < c c c c , I f t E`E f f f`E . . E•f•E E\E ` - / C c . < < . . < < < < < a' R 1 E E t f E E E E f F E E k f E f E E E f f F E f C 1 © k E•t•E F`k\f E E E\t f F f`E`E`f f•f`E•f f F` •E C1 c < c c < < < < c E E E k f E E E E E k E E E E E f E E f f f E E E f f E < r.. F F E f E f F`E•f• \E E\f`f•f•f E•f`F f•f•E•t `E`E•f•E•E\E f E a c < c c c a < < c c < c < c c < < < < < c < c a A E E k E k f E f E E f f t E E E E E f E E I ' ll< < < < < < c E f•E•f f.E t f E E\ f F t E E E E E f k c < • . . ` - S LINE "PR -i,2 ''f E E E E F E c E< E`E f t{.)E`E(1R1`F`E f E\E\E _ E E E f E f I ' ll a c c < c < < c < c c c c r <E•f`f`fc kc E•F•E• <f< <f`E•f` �f`t• E\E•E\k`E<E I f f`E<E<E<F<kc F` • • > I ' . • S OTA �E`f �, S E f F f f F E E +� , E E�E�E`E`t•E•E` c. E` F f f< �k`E•f•f`E`E` ct•E EyE��E�E•f•F`E•E`f<E-f� s cE<F< E k F E EcE<f<f<E<Ec k<Fc F<E` •E\ \Fc `f E`f •E•E\E`-ELF • F F< cF E•f`E E E f f F E•E`E E<Ec E`k`��`(<y cE\ f•F f•E`E`E`E f E E`f\E`fc R� 11 " `E` •f< `f f`E `EI I 1.,E�E ` •E f< <E E•E\k\ E f E E`f`F f f`E`E`f`E•f•E• E\ \E•f`E E•E E t c f`E\E\E`f•F•E`E� �k�fc t•11<E t�E•E`f•E`fc f <E ! t`t\F• •!cE< <E f`E•f•f•E\E` • l < < < < < < LII\E PRN-126R F-�E E c-�E<-F--F-F�-F--� c c ;f, . . RC f E t`Ec t\f f< E t t f E`E` Ec fcE t f E E\k f F` E` cE- Ec-♦- c o�ol C2 F:E:E:f`f: :t`t RC 3 R n \ � <E E E\f\f•E•f`E`E`E` tc Fc f`f•E E`E`E`f•t•E•E`E`E• •f<f`E`E` \F`E•E`E`E`E`F• E E\ `k\F�k•E•f`�E`f`E•f � �� `E<E•f`f• `tcf ct`t f E`E`E•E`E`F•E\ F<fc E<E\E F E•f•E`E•E\f`f•f` <Ec f\E•f •f`f`f�E•f•E•E• •E •F`f•f`E E, f F y \I I ' ll ,3 < < . EDFD-LIKt PR N ,1268 f t k E • > E F k f E E t f t E E • • � � ` • • ` ` ` • ` ` ` ` ` ` ` • c < < < c c c 11 f f E E E E f f E E E E E t E E E F t f E E f f f E f E t F E E E E E E f E` t •E E` `f f•E E`E\f`k \E<f<E F E•E•Ectcf f•E•F•E�E`k•f•E•E`E• <fc E•f�f�f`f�E•t t•f• •E` c<�t•t•tiE'�E t E� '.f C1 ,E : : < ; : +83.00 C1 + R.Q.T<S'F"A. fzQfT�OQ�:PR N-126L° , c c c c < . a < c c . < < < c < < c < < f < < E E E E E f E F F f F E E 83.00` J• c < f E t f f E E .l�E F F f E E E S E f�f E`f E E < < < c c < a < < c < < < c c i c < < < < < < < < c < c c c�-< < < < < E� F f� •E<E•E�f�f• <tc t.t•f•E.E.E<E�E.F•E•E•E.f�f•f-E•E•E•E<f�f•.f� E< •f�E• Ec •k E•E ��! 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STA. 59+99.31 !'PR-,N- , = 26 52' 52" (RT) ;E.+E•F•f�.E�E�f�E•f _.. TH ,,, ' ole Type D-4 & _ 1 THE CONSTRUCTION LIMITS = < < < < < < -� �. .., , .+_% . E CONSTRUCTION LIMITS = P.O.T. 60+05.47 "LINE AEA f .. II - . 62+00 IIAII Structure No. 200 �.E, • • • . . . . "`: �.,, t n R 392.00.1. / M _I. .: "Na.112 . of 36 RCF � ;,. �_.. Sta l' r":(ti^'i f f E .f E f f E E <,.. ..,:• . ;-.' ..,...➢ "- �.> ...,..:e...e . ... ,1111.<,. �, _ AT THE NORTHEAST CORNER S E f E f ! E E _ ," �- 112 . 0 36 CR. _ , e.. AT THE NORTHEAST CORNER , 4 . . � , . . " i LAND AREA A -- .,. 1 _ 0 & ..�... ,.. .- .,;. WET T 93.68 , Catchbasln Type K:yi .y". ,`";:f•f F.. E E ¢ ,.;:, ,s�. „1111,, ..nC� �...^.,Y 41..x, ,.r, i.. �If . ..,, c }-... •,,.;s I.a.) - E f £.. E F '` ,.. t;i:3I J 5 aaa. F..z ,..'"; i,l 11 OF THIS INTERSECTION. ,, .. r., , OF THIS INTERSECTION. 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SEE GEOMETRY'SHEET _ 935 EE , FOR SPOT ELEVATIONS S GEOMETRY SHEET ;___ r _ _ BEGIN PROFILE RFaIN PROFILE _ _ 935 11 11 11. " _11_11 1111. 1111._ 1111. _.,. 1111... _. _. _ 111.1 1.111.. ... . r II 11 ..__ ,_._.. ,......... __. 1111._. 1111..._ _ __. _.... .. ........ 1111 1111 _.. 1111 ._._. 1111. _._ 1111 1111.. P.C. STA 60+02.74__P _N_12 __ 61_ END PROFILE _PR N_I2 L -N-126R" ELEV.. 920.92 EN PROFILE PR � EV. 921.15, _ __ _ P.O.T. STA 62+Op.00 - _ _ _ P.O.T. ST 62+0 0.00 I'll_ __ _ - ELE1/. - 9 7.91 _ _ _ 1 fLEV. 917,91 !- _ - _ _ __ , _ 2 _ _ _ _I'll 95 _ . e _ _ _ 2 95 _ , __ ; . i >1111. .....�... -.....f ....... 1111- 1111.. I i....... t....... .. 1111.. ... ....... ......... 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I 1111, 1111 1111 ._. .. ,1111 .F. 1111 -.. ... 1 1111. , ... , .. ... 1111 1111 .. 1111.. 1111 1111 ... ..11 i _ 1111- 1111 I. 1111 .. 1111 1111- 1 ... .. .. .. -... 1111. 1111 , 1111 1111. 1111. 1111 1111 -_ 905 _ _ -- _ 905 11 -- .. 1. "t - - __ , ,I'll__ . _ - , _ -- , , � 11 _ _ _ __ _ r- _ _ _ ____ _ _ _ _ _I 'll 1 .,. _ - -.-. _ ___ __ _-_. __. _._ _ __ _ _ _ __._. 1111_. ;,_. _; ____ , 1111.-_ 11.1_1 11.11_. ___-1111. ____. _., ... .._ __ I _. _ , _._ , _ 89 NOT F R T RM _ I _ _ 5 _ __ ; _ E O O SEWE PROFILE _S E SH 18 _ R I111,1_ _. 111__1 _.__. ._.-_._ _..__ _-__-__. , .___ _111.1 _. _..... _.._ 11.11 _1111. 1111_.. ,1111__ _.. .. 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I =) i I �__ ­f * + f . . . 4 * + + * + t. i f 4 * # f + * f 4 . . . . . ..*-+ + 4 + + * ( 4 ( ...U I - - I I I I It, I I I �q �9 I , �__ I ?N __*5�, ' ' I ' , ' ' ' ' , 11 ' ' I I I ­ ­ , ' ' ' ' I ' ll I I t_�_, I ' ' I' ll CURB __U I � � I %0 'it�,:,�+44,;*�1,1, I I ' ll , I � . . . � ,,41_t�+, , . . . . . . ? � . . . :�� 0 , ; ,, I ' ' I I ' ' ' ' t._'-r, " , , " " , , - , . , � END INCIDENTAL < < f f . . . . 4 + f,+,f,+,+ # ( + f + 4 * (,*, , t,4,+,+�+ f +,�t,,�4-,-r + ( +�+,+,+,+,f,i,f * + , f CONSTRUCTION LIMITS TAPER END PROJECr __ = : 1 1* � ; � I ­ 1 , , I I 1 -,--;,*71 1 � I I � I I I - � I I I � , � , , , � , I I (A , i F F- � I : - + 4 + 4 + # f f ( . . . I I I --t_� I I I I I I I I I I I I I I I I I I " - I � \ I . + I_� I I I I I I STA 65+00.00,, LINE "A t \ � . . . . . . . - f + 4 *,*,+,(,+,4�+,(,+,*,# 4 + *_t +,*,+,*,+,�,+,(,+,*,*,t,*,(,*,t,t, +�+,(, N j.,� :_ � I I 2: t , Z 1: I I I I I I I 001 I " I ' ll ' ' I ' ll I I I I . . . . . - I 1*1+1*� I I STA 66+00.00, LINE "A" 2: ft , ( *,+,+,+,f�*,+ # ft * . + + + + + + %+,4, *,f,t,( ( ( + * f ( t.�f.�--------------- - , I - I 1+1t, . . . . . . . . . . . . . 1*1+1 1+141 I I ' ll 11 , I I � . . . . * + + t * + * + 4 * , --t- * + * * ( +'4'4 . . . + f ( + I i I � 1\ I - 11 , + * * *� I , I I I ' ll 11 ' ' I ' ' I 11/�\1111 ' ' I I , , . . . . . . . . . . I "' ' ' ,,� , ,+, 1+1*1 I � 11 - 1 - 1 - 11111 - I I I " \ � + * I I 1671. . . . . . . . I I I , , . . . . . . . . . . . . i I I . . . + +_r + + I I I I I I - - - , , , " , t e t',444',4'r t * C ,+'f,+' - - - - - - - - - - - - - k � � ---- ,� I I I I I I I I I I � � � I I I I I I � _� "I �,,%%,,,, , I I I , � t f ( ( I f + T T T T 4 + + r,f 4 I I I I 11 I 11 ",",-%'. I I I I I I I I I I I I I I . . . . 1+,t��'t. . . . A. . . . . � . . . . . . , , � � I I I - - I I I I � , t , , , , - . . . . . . . I . . . . . . . . . . . . . . � � . . . . . . . . . I I I � � I I I I I I I I I I I I I I, � + + * 4 # + + + ( + f + * 4 * + ( � ( 4 4 � ( . . . . . * + f + * + 4 ( + f . . . 4 + f + � + 4 * + f +, , ,+,*,+,( (I+I#I+I 4 I+I(I f I*I+I+I+I , - I � � 'f�+'t,+,*, . . . . . . . . I _jt-#-* t,f,('+,*'+ . . . . . . � . . . R/W I � I I _* - I - ' ' I ' ll , -111 , ' ' I ' ll 11 + I I ' ' I ' ll . . . . 11 I ' ll . . . . . . . . . . . . . . _ _ � . . . . . . � . . . . . . . . . I � ­f I I I I I I I I I I I I 11 I I ' ' I I I 11 I I ' ' I 1 , , ,:- 1� � i i + 4 ��,Itl ( ' ' ' .fT * ff + + 4 + ( + * . . . ( + +' , 1, , ft * . . . 4 + , + , + f + * 4 * t1f 1(1(1t141+1*1+1+1 I 11 11 I I .- z I � + , .f: + f f I I �, I " * -', * ", , " t , , \t:(,*:f:+:(:(:*, ftf * ( . . . . . I � � , - - -;- , - - -*-,-+, , t -:, +83,00, , _ ­ ­ ', ,­ ­ '­ , I I' ll _ _ ' I ' ll ' ' I 'll , I I 'll I ' ' I ' ' I 'll' ' , I ' ll I I " I I I I I 1+11+11 Z Z, � + * .-�'# * f f f # + * + f + + %*, +�*�t,(,*,+,+,+,(�+,(,+,+,+,+,+,(,+,f,+,4,4,4,(,*,+,*,f,+,(,+,* + f + � . . . . . . -------, , , , , , � ,(,+ f + # + ( + ( + 4 4 4 + * * + ( f + + f + ( + 03.1 . . \ I I I -,,,'. , , , , , , , , , , ,-, I , , , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I 11 I I I I . . . . . . . . . . . . � . . . . . . . 11 �9 7 t t I I ,-, -r-r +- + , + * + t + ( + f + + I I I I 1,1f14,+,t,+,(,t,i,+,*1+1*1+1,1+1*1+1 1� I - ­�' , ,t'+,t' 4 + * + * � t + 4 , * , 4 i f * + + * f 4 4 k ( * I � -4­4' ,+:440.00 :*,*,*,(,* +, , + , + * + t + , ' ' I ' l ' ' ' ' I ' ll ' ' ' ' I ' ll ' ll ' ' ' ' I ' ll ' ' , � � . . . � . . . . . . . . � . . . . . . . ­ ' ' , I � � I I I I I 1,1+1*1+1*1 4 + * * t + ( + + 41t, I I ' ll , I I 11 I 11 . . . . .. . . .. . . . . . . . . . . . I 11 I ' ' I I ' ' , ' ' I I ' ll - t- I ' ll 40.00' -� : ­0 �u I, � � 4,*,f,f,f,+, � . . . .t,t,4,+,+,+,f. . . . 11111 - 1 4 * +,+�(,f,+,+,+,+ f + ( * + * . . . ( + * + 4 + 4 f * f f + 4 + * <. 4 * 44 � + f,+,,4�*,f,+,t,+, +�%%%+,4�f,* 63+40, Structure No. 204A - . � � I ' ' I ' , ' ' ' ' , . . . . - ' ' Ill ­ ­ ­ ­ , ­ ­ ­ ­ ­ ­ � I � f,t,4'f,t,+'4 1+I*I+I*I I _ _ , ' ' ' ' I ' ll , . . . . . . . _ _ , _ _ _ _ ­ ­ 11 I . . . . , ­: 1, F 7 t � +,t,+,+,+ ( t f * * * f + 4 # * + + + 4 # f + ( + ( + * ( f * ( f . . . i + ( + , , t � . . . � , � , , , , , ( + * + * + f f t,f,4'+'(' t,+'f,+'('f, , ; t � I I I I I I . . . . . . . . . . . . . � I I I I I I I I I . . . . . . . _. � � � I I I I I % I I I I I . . . . . . � , . . . . . . . . . . . . . . . . . . . . , I I it * + * * f f,4'*'f,+'+'+ +'* ( * + 4 + ( +'f. . . . . . . . . . . . . . . . . .WETLAND AREA � � ,�� f,t,4,+,f,+, + ( + + # ,+,(,f�*,+,f,+,(,*,+,f,+,*�+,( +,, +,,' b ,:1'%11*1 I - ' ' I' ll " I ' ' I I I I Inlet Type 3-10 & 11 i � I - 1, ­ ­ ­ ­ , ­ ­ ­ ­ ­ ­ ­ * + * # + + t + ( * + + " .1 � �, k"I'll" 4' I ' ll ' ' I ' ll 11 - 1 ' ' I ' ' I I I I I I I It. . . . . . . . . . . . . . . . . . . . . . . .� I . I ; � � 1� I , ­ +'('+'('*'f,+,+,+,E,+,4,4,f,+,+,+,#,(,+,(,+,*,+,*�f,+,+ (�+ 4 + f * * 4 4 . . . f f 4 +'f +'t +'f,+,t,+,+, (SEE SHEET 72) '+�+'+'*"+'("+'*'f'+'+'*'+'('('*. . . . 36 ft. of 12" RCP �, , I � � I ' ' I ' ll . . . . . . ­ ­ ­ ­ ­ ­ , _ 11 , i I- I I I I I I I I ltl+ltl�li,*�f,*,t,(,+,41*1*1+lfl+I 1+1,1+1 1+1f1t1t1t1+, _ _ , ' ' ' ' I ' ll ' ' . . . . . . . . . . . I ' ll , ' '41+1(11+1 11 11 ' ' I' , ' ' " , _11-1i � I � , � � , I I I t * 4 + , f * + 4 + t + I , i i ", 1­1 � ( + * + f + f . . . it * + f + f 4 * ft 63+00, Structure No. 204 i t I - 11 - I I ­ ­ ­ ­ . . . . � . . . . . . � . . . . . . . . . - " + f�*�*,f,(�(,* MELINDA M. STIRSMAN REVOCABLE TRUST � ;1 � W -1, 1�� � ii . . . . I _ - - t - , . . . . . . . ­ ­ ­ ­ ­ , ­ ' ­ _, I, ­ ­ I � � I � I I j j 4 + f + ( + 4 . . . ft * + , � ttf 4 * *1 41*1*1*1(I(I I � , I I I I I I I � I � I I*,+,*,+,(,+�*,+,*,+,*�+�tl*�'. I I I I I I Catch Basin Type K-10 & � � I ... I � � I I I - I I ­- I I ' ' I ' ll 11 I ' ll I I i I I , � W ­1 I'PR-N-12611" - + 4 < ft * 4 ( Inst #2004-00043321 Z z 1� I �,�`11, 11\1 I � 4& , I . � . 62+00, 8 ft. of 18" RCP M * ___z 1� � \ �� f 11 I = Sta. 62+00, "A" Structure NO. 200 . �9 1 11� I 11 11,11 11 __11 I I , - 1 7 -u -1 ' - �_� . . I - ,�­ .,�- � '10 & ,,-_,,_,, CC,, Cki­', TJA ! + - 11 C) Catchbasin Type K' ' W Structure No,,��_,,,205 k:�10� F r- -le - .� 'I:- !tl al 1-,j ,�j Z- " 63+001 -4 a) ,_,-, C., - I " :1, __ . � 1� ��__T pq �­ Lrl - 'Irl __ I I ­ � t;- - I I i7t ,X�4!, tA 1�,�� i'lj C, - I ., ,,I I . , I ,flj 4 ft. of 12" RCP ",;� ­ ManhoWType D-4 & Z.�� i.- 11 - :�� I - I _�__ � �_,_, \�� '­ - ­ - ��, , �-_ �4 �_ �, , 1- .�' <x, HERBERT G. & NANCY K. BUS-Sk ­� " - 1- - ,4 � �r, ­Ij� � :4� � � ­ _j - I � �n '36" RCP, 32- RT "A-K� � : ,,� ,_ " W Sta. 62+00 "PR-N-126R" - 94 ft. of, i , I rl kZ) Un F I- �,o U:i� �_ .1 Ln � ?-- �Ij �- i- = Sta. 62+00, 32' "A" Structurg ­4 � �_ , I NOTE: LjNo. 201 ­ I ­� ii- Book 218, Page 305 ,- :E 11 �-��_l ,� �,- :�'_ ­� �:Ij - 1. _ �.. �, '�_ � -1 % I -3: _"� 7 n�n'� ,.�. �� - * �: - ALL R/W DESCRIBED FROM LINE "A7 =_V Manhole Type D-4 & ��_ i 1� 01j �,�I ­ 11' - ,_,7E7 N M I- M �� � z Z4, '�'� I �­� �7�' - ��� (D Nj � T'T� �_11'1,_ =1' ,:1 4 � _1 - 11 W� � , � � I,a" � , 1�1 i��11 I -i M =i �� Z. , I ro 'i � ALL TOPO CALLOUTS ARE BASED ON , 92 ft. of 36" RCP _t �11_ `,T i � ,P �L_, - 11 . ­ , 'Fli I h� _,", _�_,_� �� .I 1, � ­­ 1� -, � -1 -11 �* I ,- � - _U _U .11S Ij "') 1 :3 5� 1� Fu � I LINE "A" UNLESS NOTED OTHERWISE. __11 I ­` M = ii3l� . . 2 .1. -, 1�\ � I'll I�, I *C� -C-T x D = F_ F_ �I loi - Z% 7:7, . . �ij �� I -1 . � I . I - i I � - � : ­ I � � I � ­ ­ 1. I - � � � � I I ­ I � � I I � I ; I � � -__ __ � � I � I ;- I I ­ ­ � � : � � � � � I I . I � �; I I C) . : � � ; � 1� I ­ . �� I i- � I � ­ � I I ­ � - � � � i- � L I � 1. I - I ll __ �� - � ; ; I � � - � ��� � � I i t � � t i - I i � . � � I � ­ I i� I ­ � � z I I I � ­­ t � � � � � i � I � � � I � I � - � � I i . t I I I � � I � � � - � � ­ 0. , _ , I I � � ­ ­ � I � �� � ­ . � � � � I � � t I ­ � I � � i � I � I � � � ­ � - - ­­ � � � t 0 : � � � I CD . � � � I ­ ­t � I I � � i � i - � � � � � ­ � . I � + , - � � � . 4 � � � � � � . � � � � � I I I � � � t : ­ � ���. I . I . � � - � � � i -1 � I � � I I � � I � � � ; I � I I � � � I � i I ­ I � I I ­;�­ � � I � I � ­ � ��t � ! I � : � ­ I � I � � -10 i � t � i 0 r � � I I � I � � � � I � ­ � I - � I . ���� . � t E I : i I � t � ­__ I � � ­ � � i I . I I � i � - � t � t � I � � � 126th RAB LIMITS I � ­ � I I - I - � I I � � � ; � � + t - + � I ­ ! � � 4 � . - �� � � I � � I . � � L � � � I � I � : � i t I � I I I � : : � � ­ � . 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'' ­ � I � I � � � � � � I I ­ � � � � � : � ­ ­ - � I .1 . ­ � � I I � � . � T � ; � ; I � I V t (D t I ! I � ! . � � I � � t � � t . i I I I � i � 4 � ­ I � � I - I I � � - � � � I � . ­ - I I � 1 ; - � ­­ � � . I � + + � � I I L - I ­ � : � i � ­ ­ I � I - - I � I I � i � � T ­ T � . � � t I I i I . t � I � ­ - � i I � � � � � I � f � I ­ � � � � � - I � � I 4 � 11 - , I � � �. � I � 1. ­ �- I � � � TRANSITION MILLING I � � i : ; i � � � � � � � � t t I . � I � ­ � � � ­ � ­ � � i . � I I � � � I i ! I � � � � � � � � � t � � � � � ­ � I 11 � . � � I � - I i _� � � t � � I : i i � � . I I � � I N � � � � � --------------------� � i : � � : I - t � � � _ I I ' 'I � . � . ; �_ I � � - � I � � I � t � ! � I . i � I � i I � � I I � I � � I __� - I � ­ � I - � � � I I I � � : � � � I ­ � � � - . I : ; . � : i � 11' ' � I � � I I � I I . � . � I : � � � i � � I �� I - I t . . � � � � I � t � ; -1 I � ­ � � i I t � t r i � � � I I ­ . � ­4 � . � � t � � � I � � ­­ . � ­� t ! 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(T) 0% � (y) a% I � � � i I I � � I � O-) M T � � i I � ­ ­ C)-) � - � � ­ �� i � � � � - - ­ ­ � ­ � : I � � t t t f : � � � 11 885 1 - � I �� � 11 I ­­ t � � � . � I - I I � I ­ I � I I I � ­ i i � I � I � � t !J) � (3-) ;� i i A 11 ­ I I � � I I � I � i . � � I � - L I I � .­ � 11 ­ - I I � I � � � i� _ I I ­ I I � I ,;� 62+00 63+00 64+00 65+00 66+00 67+00 1 � 11111111111#j//#%y 2 ,xz\0011 HORIZONTAL SCALE BRIDGE FILE a- (�) Bituminous Asphalt // (�) Sodding, Nursery * Wedge and Level , ,\\\\\\\' W k y '/////O/ of CM ,\\\\\"I V��\.......*...... ���vek I 1 =20' Cq 1R.1 ISTrk .,... 01, RECOMMENDED . 1�0 'i� %, - (�) Bituminous Recreational Path (9 Roll Curb, Modified (t� Truck Apron .... ..'.. N FOR APPROVAL 01-27-2010 CITY OF CARMEL VERTICAL SCALE DESIGNATION 16 -_ No. -.'.' - a � : . 11 DESIGN ENGINEER DATE V=10' x : a (�� Concrete Curb & Gutter Type II (�) PCCP, 4" (Colored and Stamped Grid Pattern) I * : 6091 `a Q (��) Straight Curb S_v ". 0005 ) * R .. Z. - SURVEY BOOK SHEET . . . 64 on 6" Compacted Agg, No.53, Base ... ST TE ., DESIGNED: VA DRAWN: SAJ . . . .. , , . , - - - . . C . .. SHELBORNE ROAD 0 (�� Alternate, Concrete Curb & Gutter Type III (�) Median End Treatment 11 . ......�................... L, 21 1 of 1 72 - .� I (�� Concrete Center Curb Ty0e C (K Letter Denotes Mod. Curb Ramp Type; Colored and Stamped I I......... ..-."IF, PLAN & PRI(")FILE, LME "All CONTRACT a.. (�� Resurface Over Variable Depth HMA I I 1111111111111 I CHECKED: PWMI - CHECKED: VA - 06-21 Model: PNP08 Drawing: P:\Transportation\20067400 Shelboume Rd\30 SheetDrawingsXl 0 BaseSetsk!R-PNP-01 12.dgn _', , ___ ___ .. - - - _-, - ' ' � I - , , I , ,� - __ --i 11) I , T, -- 7 ,�.� / ` ` ____L_ I - _/ ff 7 L . , � ��___�" __ - , - -4 ������r - (� ___ ' -_____'_ - 7END W - I�,�` ____�� >z ' ,;-u , �7) �� Zlnv , _ __ /1'11� z 04-i D At, . . N L 11 I . . . . D CD C) C) 4" ­J C) CD C) CD CD + Via, LA + + + + C) Ln ft n 00 00 00 00 (D NOTE: CURVE DATA CURVE DATA ALL R/W DESCRIBED FROM LINE "All MARGARET COLE RUSSELL P.I. 83+95.09 P.I. 84+97.35 ALL TOPO CALLOUTS ARE BASED ON Inst #2005-00071235 30 45' 49" (RT) A = 30 55' 14" (RT) LINE "A" UNLESS NOTED OTHERWISE. R = 500.00' R = 2,508.00' T = T = 85.84' BEGIN INCIDENTAL END INCIDENTAL L = 32.84' L = 171.58' STA. 82+00.00 "A" & "PR-S131LI1 BEGIN CONSTRUCTION STA. 83+00.00 "A" & "PR-S131L" E = 0.27' E = 1.47' CONSTRUCTION LIMITS Ui O +42.32 Go + Ln r.% Ln 25.00' rq + + 00 R/W M _"+' CT 2! SHOULDER7 7 CV A bA SHELBORNE ROAD ' +42.00\ R1 N 0000'33" LINE "PR-S-131L" Cn LINE "A" & SECTION LINE 0.0W N 0004'17" W W R C1 LLJ - Q z E _j C --2' SHOULDEW'' CONSTRUCTION LIMITS 1p Rs M -%Apr R W1 +42.32 40.00' +40.00 z C1 M 40.00 M z LARRY J. & DELLA M. MATTOX CURVE DATA FVRiEDERICK W. & F DEED BOOK 299, PAGE 346 R/W P.1, 84+08.76 CHERI J. ORTH, JR. p = 130 08' 51" (RT) MARGARET COLE RICHARDS N N MARGARET COLE RICHARDS Inst #2004-0003725� R = 500.00' CONTRACTOR NOTE : MARGARET COLE RICHARDS DO NOT DISTURB EXISTING +00.00 Book 310, Page 802-803 m Book 310, Page 802-803 m Book 310, Page 802-803 T = 57.62' DRAINAGE TILE 60.00' L = 114.73' rT1 E 3.31' j F e ­40 FrI L L4­ rh M iB PV 84+21.17 EL 919.00 VCL 180-00' 945 945 131st STREET RAB LIMITS 935 935 BEGIN INCIDENTAL END INCIDENTAL ' -82+ 0 0 BEGI K CON STRUCTIO A' & "PR,S13 STA. 83+00.00 "A" &. PR 925 ELEV. — 920.70 925 4 -4 PROPOSED PROFILE — — — — — — — — — — — — A 1.40% -+0.68% 915 915 i ---------- EXISTING -GROUND PROFILE" Q INCIDENTAL CONSTRUCTION 905 905 !TAPER PAVEMENT TO MATCl I EXISTING, CD + TRANSITION MILLING 895 4 895 r.4 CD Y-q Ln CD IT Y-i Ln C� 00 6 CS M C%, 885 C.) CD v-4 r-j "I rl -1 0; 885 11i, a, 0� C1 0 cl ON 80+00 81+00 82+00 83+00 84+00 85+00 a- Bituminous Asphalt HORIZONTAL SCALE BRIDGE FILE Sodding, Nursery Wedge and Level po\\` w 400, O� ....... ,P ...... % 1„=20' 9 jG I RECOMMENDED iDto w Bituminous Recreational Path Roll Curb, Modified Truck Apron FOR APPROVAL 01-27-2010 CITY OF CARMEL VERTICAL SCALE DESIGNATION No. DESIGN ENGINEER DATE V=10' x Concrete Curb & Gutter Type II PCCP, 4” (Colored and Stamped Grid Pattern) Straight Curb 60910005 fET on 6" Compacted Agg, No.53, Base T E DESIGNED: VA DRAWN: SAJ SURVEY BOOK SH4 Alternate, Concrete Curb & Gutter Type III Median End Treatment SHELBORNE ROAD 22 72 Letter Denotes Mod. Curb Ramp Type; Colored and Stamped CONTRACT PROJECT Concrete Center Curb Type C PLAN & PROFILE - LINE "PR-S 13 1 U a., Resurface Over Variable Depth HMA I L L CHECKED: PWM CHECKED: VA 06-21 Model: PNP1 IA-PRL Drawing: p:\Lransportaton\20067400shelboumerd\30sheetdrawirigs\10basesetskR-PNP-0112.dgn A I . . ; i � I 11 I I 1, I �_, t , , � \ \ I" , \\\ , ­1� " �� I i � I I \ :, t � \ I � - 1 -,,_ � � I , �\ , I - � I Vol I \ I � 4 � \ � � I � I I " �, \� I � �, \ �- � 1� \ I I , , I- I � � ­�, . :�_� -+ ,�I.'T_'t— n—+ + —F-`++ ,++4,\ 4 __1 �_ _V1`1_ t + , 1 + + -t-+ -4-+ + + ,� q_+ - -V++ + + + I ; CURVE DATA q. �, ; � . I +1 , 1-1 , -, + + C) + +-T- C) C) 1 1114 , �� O++ i- "- ­­ " �'_� "i 143 V_ 1-11.1 — 0) -1 ,k.*-�L,I%�ii,]G�(.96�a�c,�o,\)OTi mm �, " 1'e-C, � .41T­,�­ �, W � Lt_., -Z� , U-MA meTti, ,�'J-4 1-j"i 00 , ,4, �__�1�_�_ ­11 " CURVE DATA + I 1,t r,U-1 � ; , ,, C) , " I ,� C, I -11 ­_1 I 1 -4- . 11 � . I , . . I . ; � � P " . . 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Z . I Ln W I "I ail-td U-. �_ �, "I 'T V1, j I -1- R = 50 '' I - � z,,� �: � I 70 0- ' I �,� - I, , , 60 �, _ai;�� I 9;z q� i t,1,� - I- ,� M� - R ,� 6 air, �5 S"" " "O'k, �_, 2:1 !"r, c"? , I d I i.- �­, ­y Mo.- T = 45.13' 00 .11, ell^ 0.00, M_ 0) -_ �F In kk_ n -M-i m-n I,E i �­_ , ,,, ,� �- , 11- - ! � � ­=,li­� It z .1 C, - ",;� - ._0 n ,_ I --_,, tt.� ,-, , n :�� *a 6- ai � , i­ _-q A ly, - - z t:_ ,� -1 -a= - ! � V-, I _ :I W, � - ­ �r I = .: , . � ; ��-_�,� - - 1-1 7- - ­ - �: _ � M , \ �, Zt irw�,��j - 0 - �, I 111�� Fai , � - �, , I I I -1 ��_, � I , -1 11 - _� __ . -1 . ­ �- -D �__� � , 11 �..­ I - I", i--_4,nw,_5'�,� . � _. � ,T,, � I .+ - 4--t 2�ni� -6 I f, C7 !I- ­ � -1 ,-? "I 1(0 - " " .1 - _3 - ­-�- - -I :��­I Ln ,<(D - , ,T_< _1 - " , �- "I-- '�"'j L = 138.83' = - \�, --' 'D - :E�_ �x " , -11K� -1 -_ , -4 -_ r M CU­ T = 69.87' 73 Vn�:;,�5M-__,f,ca. j- \ f ��C7"-- 4- i r I N-cu n - 'D "I. i L = 86.08' CLAYBOURNE SECTION 2 ) rp�In(D iV-5� , . 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E = 4.86' �t __, - p,� ,! &kx?b T"0\ ,, �6 q- M '*, / E = 8.47' �_� Iq i � W , " , I I " ;15 � '' \ A I � 6-it­ L i<w 10, 'I, �3 i -1 Inst #2004-00001341 , I g - _## � M ---. 4- 1, � A" ?6 I , ,_-----* I 1 " 1, � �, 1, I ­ 0 1 7 T \ /I ) 1 t- I I'll \ , � I �D ID , � \\ _____ ____I I \, \ � ,-M, I " -N-131L" -, 0 _,� i k-1 I �\ 11, \� ,�\ , I \ Sta. 87+29+8, PR ----__ _____ %_ �", I \ I 1, 11 C2 \ �, - I I I � \� I � \ C2 I ------_ �­ , � ,�_ : \\ I ", I , = Sta. 87+60, 393 "A" Structure No. 277 1 I \ \1 1 ) ____� --, EGST App. R/W -1 __7__- � � \ I � � I � I , \ — -_ t � r�­­ � � I I % \ - I 1�I I I I ; I \,� 1�, \ \ \ \ — — — - -7d - , 11� - j I \I "\ , / I \, \ ­-1 - 1 ; -_ - -_ T�" 10, I I \ C I I I - Sidewalk Pipe & , ) ­1 I I , - I I , " �,\ I \ \ , , � I \ , \ .1, :T�� -:f- - - -­_ , , i , , , ,1:" , ,,�[,, i , 111_',�', � I I ; � \ , "i I \ -, I J � � I ��'�T ,�� � 1, I , �''T�1 " /�� , ­�, I I � j \ I \ - _J, _",:__,[ 1�, - , �11 -I't- �i 2 \\ \1 I\______11 I__/F- - I P j- 16_ft..of__12"� Plpe.Req!d. �k -- ---,, �,, 1� \, �; : _­_� \� I I 11 � -11,11, - __ I ­ I - t � \1 ( - "L , ; I I -- ­----- r , " - . _,A�-K�:- ,�,\ I '-,----- ­\ _1 ,'\ \, \ -1- I I �,� - -1 - - ___ --- 1, A� _11­4�jt� ­ � 1, ,__ , I", "I­I - -­ 4 - _\ i -1 - - - --- - 11 ,,,,� t1l, _, I I � t !i______­­1 I �,�� , _ � \ I I 1, ­ -, "'T- -- �- _­ - - , I 11�­ � e , I - " " -RE.S. 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LU ­ T I - - �", L L- - I - ,_ �­T L %t' I , j L I ,, T � i , -'[LT T 11 I _I " - L , ­1 -- __ 11­ _ , i � ­ , L ­---- ­­ -,1 -1 _11-1. ; , , ,"'!% ­___ � L ��,��_­__\I-/-/---L - L L L-­ I- I -" i r �- t- ,,_� I I - - j _ - _"'� __� - I - _ I � 11 11 __ ,-- - z ;- � %­ - ,"I ,I 11 -� � I I I 1, , ­ i t"I, ; I .,- 11 11 I L T % -,-- T ; I CONM CT19N , 'LL � 10� i I 1 4,__ -__ -- - � -,� "% 11 ­ - - ­ '- I ,,,,T T , , I....L L _ , " � ­ 1- 11 -L I I 1,: 0 +50.00 /\ L L I I , 1, 11 - - - , ­ 1% � I ­_ � I __ I "I , \% \ LL L � _.�,-LL 1.I Sl�,, \\ - - 11 - ­ ,- - - - - -, ­ __ ­1_ ­ - I 1; I I 4­ — , ,� \ �� , � I [ - _ - I 1\ I- - ­ __ - -­ -1 - __ - L I ,-__-1-1 , \ I - j ­ ­ - I LIMITS , , \�,% \ "/ \ �� � � \ -1 11 - ILL L- I __ _­ I -L­ ..- -L- L-- - I I I - � 1'\ /\ I", ; ­ L I � : _­ 11 I — L __ __ ­­­ ­­­ ,- . , I � ' 11 �; -.- I % I � -1 - "I 1," 1, �� z '­­ I% 1 T I \, - -I --- , __ I,- __ - i _ - � " ,­ I I \ 1, , '.. - , ,,-- I 11 i L-%- I L 11 I i I L\ I ­ I I ,LL I ST App. R45'00 ­ i 1, .� 11 " --1, '­ L.... I � / \ , ; I ,� EM - � � P j 11�� _­ T L­ " \ � - - I � �', i \ \ /11 - _ __1\11_1 _/�__,�� -,,L , - �, I, - -­� �, - _ I - ; - ­, ' "' '' ', __ '--- -__ ­ — — - I I - ­ __ "I - ­ , ­­­ � LL L - L ,­,� � i ­� : ­ ­ � � __ _ f L L L L - ' --- I - ­_ I ,i,ef% e%n ; t, t L/ "" I I . - --- --- -� --­­L----- L_-_L- "I I 11 _'� � �, I 'L ___, ­S , � L- -------7 ' -- ) - L L I--- 1%­ L I I L I-__­_� __­r�-----,-,-,-____ ,# - -- I - I I �. -11 ��,I \\, _11-I I I ---L L., I 11 1-1-1 ­- L . -I____ __ -,- ­­ "1, _, -,­-,-- '-,, I- 1, -, �� '%� -�, 1 �, , �/- , I �—- � -/ 11.I\\ ... ­ -::�- L - "'� - , , � I'll __ �__ LL J, -,,, , - 5.0\O' '\�'e-�--,--,-'L \\`� . ,�," I fn -_— [�_17 _I- "I %D -1-1-1-11 - ­ - �I , �_ ­ I 11 - I T-1 f . �_ N I PL; ­ � I" I ' - L ", ­ _­ �� __1_' \ ,%. - �% __ 88+17 "PR-N131L", Structure No. 253 Li END CONSTLRUCTION - L"tt, � ;, In ­11 I ­ - A­­ I­ �'L'.� LL �, " - " -_ - C) ,-t- " I I �2 I "I 11 L \\,\ L ,1, L, I - __ 00 -"A" "PR-NI31R" �­ � ­ ­_­ ­- -1-1-1 11 ­1 11-111, I 11 11 I I ­­­ ____ ­­- 11 _,�'L, L ., I �\ " '1,1 T - -10 & + - -,. ,,, � ...t L \, ,_,� ( , Catch Basin Type K STA 90+68.00' I' -_, Ln 11 " I It �, ;11 I - I-- I ­ I--- __ ­- I'll, I ; \ - L'T 11 - ­ ­­ ­­l _. ­ � -- "I END INCIDENTAL -�fv ; 1� I I __ 2 I ,� i \ -,� R., ,t - 1,w, ; Qf I I" C1 uj� L'L L -I ,-- I 1­1 --_ L- L ­­ ........ " Pipe Req'd. & - ­­ I � j \\ _­-1, -OR., � "i I - 11 I -­- _ - ___ ____ ­­ 55 ft. of 12 - I- ­­ - - - I I L f ;;;; I- �1 , ; I L L L L L I -1 ' 'I'll , ­1 I -11,--- ----�7­- ---- -- --- -­-- ------ - - L - 1_1 -, - I I- ­­ —CONSTRUCTION I L : t 'L , \�,\�'k X) 1P I L - , - _�E.S. L- , - � + I 11 I "L L-1",­­� -11, - 8N­R'�" . ; I - -__k . ­ - - IL CONSTRUCTION LIMITS � , I , , - ' SEC. '� , 4�, �1_� - -I - I Ln , L T I, Ylod L ------I I I 11 --L- -_� I � - � I ­1 11 STAT 91+50.00 "A" � ­ e fn , ­ .-I I I � ,� Lil ______ -, I-- - ­ -11 �_ __- ----------t------------------------------------- � - � NCED� li��`o�, r�­i' ____ - --- - __ - 00 I � ,:�, "i _� - - I ------ L11 -1 � U U Q � - __ --- 1.I ­ I - -1_­ - - - _­_­­­­I- I L � IL... 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STA "A7 if * LINE "PR-N-131L" 1 214.45' 156.07' 1 ­L I z - = 34+ 9 R-7131-A - -,RO.T STA 86+31.75 "A C1 L V. t I - I 11-4 ­ L __ ,___ "- ' '' ­­ ­­­ ­ '- - ­ ­­ ­­­ _ __ __� L I—- 11. - 11 ----- '��­ �_,: ,�­ �-� L��'- ___ ' - - - - ­,­ ---- �­- ' ­­­ ­­ __ -1 ­ ­­ L --- _____ ---11 -­ ­ I I F . ___ L - -_­_ _ ­­­�-""'' I--- --- __ �11 ­1 'C L L ____ _ ­_ _�­Z L L L - I -- L 'fj%j------- L L- - --------L-L' L L I 11 I- _�- L ___- - I I - I 1-1 I L-- - ­-,L - I 11 I- L I I I 'S 9- - I , L -1---I- --�--L,-----L,L' L L L L L - _- -­� L' ,' I 11 I I I I I I L�'-- ",- /�I. -1 L" -, L - � "­1 L _ ­­ . ­L L .j L - ­­ L---- 'L L I --- L - - - . � I- I " -I � - _. 'ILI' -------L- - ­­ - I---- L I ­11111 ­ ­­­- _­­ ­ -,,", 11''I'll - '----L---­ -E -- ­­' ' ­­­------- ­­­ ­­ ­11111-IL I 1- L ­.._______ -_ L ­_ L I , 1 ; - A ­-­­­­- I I - 11 11 I I , , - = ,� I -- N E P R-N_- I I "LL� C) I I .131L I L 1?. ,all I I (�)LLL ' " R T' ,, I 1 41.51 V 1 ? I I Ui L � I \ I I � U "7­ 1 Q I, I � 1� 0 - I "L, 1-4 I " I , I - " ; I RC I I " ��, is L I ' L- ­'­ C2 C1 8 L + , i "," + . 't�Ilt N, --Ir- li, " 11 ENTER OF ROUND AB U It N I I I L ! , I � I ; L 1, " � I "I'l I I 11 I 't" I I I ,\ 11 - s �Ij I , I 0 L 1. I , -�� ­', I STA 86+52.09 "A 42.1 1 %D I Lk - I I"__# , �, I r4 L \ I , 2: � """ ,<,� -' I I W I I ��, I I �,,� I-A .,, ,- = STA 34+61.30 L C1 � Ln I �;j I—, I I \_ I I -7 "­\,I I � C31.5's I " __T L�L" I L� L , ,_ 11 u LT. " Fz==========� ­ — \\ L I t)_: !i [:0 I Ili � z1__1 "S-131-A , 71.71 __ _j jl� � 1 " " , 11 - - I L I � I - 0- - I I 1:T I I I I - -1 ez (1 I ­ ; I ____ - ________''''''" ,__/ I I I I � L I I- i . I \ � I , � 10 - L ) I �! ; � LL­ � � �_ � 11 - ,\ I L t ­ I ,, � I , L I RC ,, - -- ; __- _­ i r I -- .;r�� I � I I L - I �_2 i ILI 1 1, - - is ------- — I I I I I I L L-I—- i; ---- L ____1 I I ­­­­­ � -­ 11 - Z7.� - - I � I ' � j I t L I ­ �11 :::::: L L-L L I � I ---zw-�_ __C1- � ,, I , I , L L' I " L- I 1-1 \3 ;i ­ - � V), z I \ - ­- 4 1 ,-. � I --- I I � � I ­L S -------- +00.00 +50-00 � 1 t I .�__ I L . - , T I - � I I : i i (O CONSTRUCTION LIMITS I t I T i , L L L - 1� 88+26 "PR-N-131W', Structure-No.-252------ - _ II-1 - ­ 40.00�1 40.00' � i 1 : ,l ILL L- __ I ,- - - - ­­­ �, _� - 1-11 ­1 �. t" -L ' __ I I ; I . r 11--- I - - i ; I T t L I _1 11 - 11 I - � 'IT � � -1 I L " . I ! - 11 �_ � - 1. - I L, 1 . � ; I I __ -- - I y , Inlet Type K-10 & -L ­ __ __�L j! 1 L L -__ ­­ � L T I � - f L ­_, , ­ , I L �- �_- -­..... ­ -- I L -- _t ....­- ', L- -­ __ i I � I I 1 t , , . I -'-­'-­­- - -1-11, 11 I 1. "I'll 11--­-I I 1-1 L T � L' - -ft-Of 1211 ftcT;�­1 t- _� I I � � �­ I I I T � I " I I I - I ­ , L I I ; T "I . _j 47 . - I 'll ! L � 3' R - I ox I j I ; - I I I - � I I . I � 50- I I � t D LINE"PR-S1 IR! BEGIN LINE11PR- + ___ +97.00 1 1 i . : I ; ; I- I . ,- T I � : 11 - T � � 4 I I � __ L L - , i I 1 5+83.40 " -S131R STA-87+06.88"PR- 3 R - C1 -04 __ I � � ii L 60.00 � 4 I — , - : I � VIA __ L I 1� i L �P5+77.20178 "A7, 46.961 RT =STA. 87+17 78 "A" . I � 1 i � I ' ' : ' , � I I I- 11 I � � �, T � I I'll + If+ -I- A L L,- _�L _� 4- + 'j­ NOTE: IF+-j- +-f'- L - - Vr++++ +-v _--AAMILTON COUNP(13OARD OF I I L, I - t � � jla�f,�Cncy ot,,1�0 , 4- + i- ` + If _+_ -1 � +� z I-­ _,T 11 � �x �T­ ­ !WW W V1 �t, i.- Nj -- i'Ij - � ; 4� UT1 It L_� ! I , T I , , � 1,11;T, -'D" N_�: , C'�, t L' T I� - "­ — i ­1 , -" ' 't I -�­�� �, i '44 o-, _ � - -- LU ;�_� �, .- L p z, � " 05 �­ , o n_ �., C�; I - ALL R/W DESCRIBED FROM LINE "All � MVE,, �o TA LIJ KVt DA17A - ---.6 CURVE DATA . - , p I , ,r,Y'9 9'�,.x � �_ - 1:, 10 "'A I , — ­', � ,� ' 1� , �_ I C I - _�� CO ,,TTj ,­" . � I ( ", I ) - , - ; . - I� - + -f " T I� - 4' ' t�,j - _-L----- L 1XI , , W�71 P.I. 89+74.96 1 mt ­- " , ,fie[ - - _:A�� . 4:) f4,L , � _60, �, , ­ � TT­ - i I'll", 0111 ,i&� :�_�_ -- L I JMMISSIONERS ,,, P.I. 87+5X­ ��O, � 1'� _­ " , I ­ ­ ­­-- L--T V` L'�' - r I` " ,, T I���,Z�, ",;;,;:< ,, I �J' - ­1 I ,, I I I _ 1" _A� �, I __ ­ t I - L ALL TOPO CALLOUTS ARE BASED OR 11 .1 , "§!j _L1. , �­ _�_ ­ i Ili I- fj'­(LM I ---------L L L - L L L__-- -11 L- I - � I I � " - . - U�, --- T, � ­1111-1-11- L -,- , 'L�'j ' ' � I L -I L L L L L L 'L .1 1-11- - - � ___ I ry� � _ " 7r� I i,N)1-1, � �­,w �­' - .- 1'a -� " 1 -L- 01i - ----- 0 L 4 ­ ��14" __ 6 C� e,4 --,j W iTIJ 671 L�,_: , T. ­� - �Itl�uj - � L... "_,� __T S a, - 42003-0 =�L I I ,,_ 11 I- __ I PC, � q , , ��,_�t � L__ I 11 �,N , "�, I � L� Z� 50 47�36 C') 81 ,,, � zn, =150,54' 3211 (R IT � .�'-1.1,1� I-�A , T111 � I ---____�o - 41 -1 11 . W - -4�- UNE "A" UNLESS-NOTED OTHERWISE. 4 �, - ��­,)_ - ; T, Ill\- � K^_,� , � z � I � I - I L v� ­­ %C� 1�;. 4-,zo, CT� �0 () . !_­ ­ I 4' 10 -11i a I '�t ti I- , I 1 �5 - " , It Ln -1 ­.- *i­jj 6 U I i:h�141,,L_��� , ,4 � lip ,� 11 R = 500.00' vl� . r I I IL I 11 11 1­11 - , 11, I " , ­ __­ . P Z! - R = 992-00' ­ -1.1 - � L '­ I L I ­­I I I e�.) z -_1 i I ,L. Sta. 31R - - I ­­ ­ I Ill I I �_,",,t�t�� -- . I I �_ I -1 87+50 "P -1 t � I I I -_;� _��, T11 -,r -, - tt� -D I I I ­1 L ­ 1:�� , , .1 - , __ - �_ �j-j - -, - I � ,- - - 1_z, -1 ,_­ ,JU" 1� I .-Ij ", `_ 1!�­1 - ,= CR. .-n �,�'_' - -'11",EJ1�-,�",I a �,�n � I I ­t' I __ IT— _7 - ��d -cy ' __ , 15�,­_r�t , �'11 6" ,Z: �, . (7t 11 ,�,,,, ig _�,I 6 -, :�� ,' � I Ni�i___ 4=t W,, 1 - - 111- ­- __ � I I � t11_ I HAII T = 50.19"- 4 Q _�� "t;­�!--t- - �e 0 -1-1 C0 �f, -1 ,"2�71_� -T ",I- --_1-`?;,-tr= i�� I __� = Sta. 87-.0T06, 104.0 51 T = 69.87' rli-T I - - _" 4 - F t:!�_�, �t � ­1_ - �, rD c, TPI� -1 ��- ,'t , A �-1'.,�"� "M rd ru A. " , StrucLure No. 2 - � T_ _ ­1 I'll, 1_�Ili " � I __ �_ �11 j . - 11, txT,4 � I I , ­ - - " I � ", 1. .1-1 , , " L = 1003Tt N __ 1.,M� A�,y " (-� � � ,� -, 3 "I ,4 K,f::: �, F,4- ,11�r- Q-� � - - ": �e* " ­11 I � !�y (D tIL,� L = 138.83' �� _�`�"7` * , (A :�5_- � ;�! I" _,� �7_ I I I ---�:� Cai Erasin Tyo E-7 :i: -, ,P � . -,e - 1; .10 I - ,- � ' !17,7 �5; _­ --t , ­ - k�j7�4 "-' I , L 03'�� , ::3, _��,_ 'i li` I !11 � ZT r ­� .- I - g �,­­t, - 111T ;5 "4 : - 11 T, - ­1 - �__ 17�5_*1 Ut, , .� ­1 ;� :_ - ", r'�11 � 11 " , L�� I , , �, ­­-, _�_ (D X � 'U - P !7 ­I U I I -1 11", a- 2- .__ 11� �__ - 11.1, E = 1.27 ,; ­ �� . -- IIJ -, � r- - x-�r- __- - ; " T \" . 1,� . & i6 �.�' I I -_ 76ft. of 12" RCP 10 E = 4.86' 1 i , 1 1:tl ,.� <ITT:! �, �r, #-+I - Q-1 � \E =�4j�'T :-_� 11 I I I I'D - M _i- �, f-,'--, I 110 It co I I (D ; � I -1 11 - .. L '�­ ' I I I I I I I — �, \ .__ (t 6 L I ,-_� I L L : L L L L L � L I � - ' ' L LL T L L L L, ' L LL LL L L LL L L-, ; L L L L , � L L L �L L L I L � L L I I L I L L � I -L L� - L L L L L L T ,L L L L L�L L �L I L L L L L L L L ; L L� I . L L I I L L L L j � I L L I L � L L L L t L L L L t I ­ . ''I I i � L : L L L L I � LL L L f L LL i , I ;- L ' LL LL L� � I I f LL L j L L LL L, LL L L t L - L L �L L L L I I I L L L L L .L L . . L L L L L L L L -- I I ;L L L L L L L L I L I L L L L L� � L ! : L L L I I ; L ! L _jMrTSL I i i � i ,L I � ,L I L L L L � � ,L L � � L t i I I i : L I 131st -STREET RAB I L L L L - L Lt L L I L - t L � L I Lt L L L L L L . . L 1 L t '�'- L L LL i � I L LL L � LL � I L L � L�L L L L L L I L t L L r i L L L L L I i I m.4 L I L LL L � ­ . . T � � � � � L . . L � i L i I I L 4 L i I L L, L L I I � L I � . L � � I �L � � ! L I tL I L L� L . . � � L L L I L - . L �L L : 11 I L L L L I I �L L LL I 11 L L L L. I I L L I L L L ; I i I L -__ _... L T I : I I � � � L I L L L L L � L L a I � L � L L L L L . I L L i t L I : L � � L L : � L � L t I , L L I . � �L L i i L L I I I I I L L L L i L I L � L L L L . L � L L I - - I . L.L L L � 11 � L L L L L L � � I � : I L � L t L - L L 11 I L Lt L I I - L L L L i T I T L T L - t L t L t I t 4 I I L I L � N L � b � I I : L L L L � L L I I � ; L L : : I I L L � . I I I . L � f I. L L L L L � . ; I L L . I L L i 4 I L L t � L L L L L L i � L L . L L L L L L� . I I L L L L L i ! L L L - .- I L L� I I L . � L L-L I L L . I L L L L � - I I L L � L I . L L L � I . � L L i L L I � � I : I L L L � L L I I I L L ­ L L L L L � i -, . I ! I t 1 ; L I L � I i L - L L � L L L L - L L L ­ I L L L - I - I I L I t � L � t t I I i L L L I : ­ � - L � I i L � ; � L L� L L L L L L : L L L L L . L L i I I I L L � L L L L L L L� t L L i � � L I I 4 L I . � L L L � a I I I � T : L L I L: L L � : T I L � i t z � L � L L L L L L L L L L I L L L ; ; L L L I I L L L L L � � � L L L L I L - L � L L L t � L L t L . � L I I I L L L L L . L : L L L L L L L L L L L L I LT L � L L L L L L L L L L L i � [L . � � � I � L I INCIDENTAL CONSTRUMON I A r, t - L I L L i I � : i t ; ! I T I : � I I . � . L : - I L L I I I L I . L L L L L . . I L L L L TL L : � ,L L L I L L L � L L L L L L . L LL L L L I � � L T L L L L � L� L I . L LL L L L . � LL L � L r t I - L 945 L L I � : L t i I t ; � 1 1 1 i 9-T a L : L L � � L t I � � T i I L L L : t I � ; I I I CD I TAPER PAVI 4ATCH EXISMG q : I L � i i � � I L t .L I i L I � � �'' �_ t L L L L LL I t I L L L I L I L I L I ' C5 L LL L L LL L � i L� LL L . � I L LL L i L LL LL�L L L LL I L, . - "I L I ; - . �L L i I LL I � I t L. L � I I L � L L L � � L L L L � I L � � LL ; � � � I I L : T I I ; � � I t t t i � c6 i I � i I L � . �L I L L I . t . L L L L L L L L� L � L L � i L I � ' ; � I LL f L L LL t L L L t L L L L L . i L L . L L � L i L L L L L t L L L L L L L I i I I i tL L L L � i � I L I I I . L i � L �L L L I - :L �, L L L I I L L L L L - L�L i i � I 'L L L L L � t , W I I I Ln I i � ; � : � I L I c I t 1. L i I - : L t L I � L L L L 7 L L L LL L I- LL -, I I I , L L L L - I L I � I L � + . L� I L L I L L L� L I I t I � T I ­ L i i - L L L L L L I + i + : I L 11 1� . � I I � t I L L L L� . L L L ; LL 4 T L ! ; - i I : L T L I � � I t � r I L i I ­ L L L, � I - L I I L I ­ j I T L � � I L L � . I L L� L� L L - L . � L I LL L L � T . � - L � : L I i I � � I I ; i I L LL , L LL LL L� L � � : L I L i L L L L, � L L : i I T : L I . I ­­ . � � � L L � � � I . L � ­ . - � LL L � � L I . i L LL L I . I - � � L L I . . . L I ­ - I t L L � � . ; L f L L I I : : � � � L � L L I I I L L� L L PVI =1 89+75.00 � L L L- L� LL L L L L . � t . L � L t L L I � t L I I I'll � t­ . � � � � i � I � PVT. = 8113+00.00 : t t : � r I L I � T I : I ; 4 � � � ' L ­ I L I - I L L I L' L L L � I : . L� : . . L �L L : � � � I Lt L L I L L L L i I � I L L I "I� L : I L L t : t - � . I i I L 'L �I L I : � L I L L I I L� I L L I I I � - � L, I I L� L L L : I t t I I EL ' - 920.60­LL - � L L � � � � � 4 L I i � I L I . I � L L L -7 L t I � 935 1 - . � I � � : - L L, I I I LL L­ L ­ L . . ­ L�L L L' L L I L L L L L j EL = 9 19.95 L L � T : i ! L I I I � I � L L I; 4 t L L � L L ; : ! � I L I 11 . I � � . 11 L I t . L L I � 11 t � -t � L L ; t I L 935 1 t L � L � t I I � L I — L L 3 � &ft#%g I � I I � L f I 4 L I I L I : L I . I L I L I L T I t I I I i @ i L r I I I i i I I cr) . ' L L : I W T c i I I � i I i � L L L t 4 i 11� L ­ L - ­ . I I i I -L L � I � � . ''ILL LL L � 1. L L� : LL LL I - .11 L .- L,L L L L L L L - L L . L L L � VCL — I/2 Uo% \IQ �,= 170.0n, L T . � i .UU * L ; L- . L i -om" � I � L L: : . - I T � � I L I I � t I . . - I LL LL � L � L . . L L L L L � I L L L L. L i L � t L � L � ! � I I L I L i L t . - I'll" L I I L L I I - LL ­ L L L� I : I I L L L L. -- I I- .L L L LL L j L L L- L I t � L f _j " %0 � - L ' L L L L L L L I T L� 1. L L . L � L L I I I w , . � L L L� I � � T L . ,_I t I I r L � L L � I- I I L L L L : L t � L I I LL L L L L L � I L L L L­ . L L L L L ,L � I . : � . I I � � : I L L L L L -L L L I L L L L L L �L � L t L t I - L L L L L j L t LO i-4� . L L L L L � I � L - L L � L : I . I . L L I L L L L L t I I L � L L t L I L L � z L i L t b � - I �L L L .L I � I I I � L L L L I - L L L L - � � I : I I L L L � - I L�L ; 11 - L L L L L L I A' L L L L L L L L t L L L I L L L I L t L L 6, L t I T L i I I I L L L L � L I T - L L L L � . L L L L L L L L I I � � T � . L L . L I L L L � I � I . L L I L L L L t . L L L L L L . L . L L L� L T L � T L L L t L I � N L � I -t I : i i - L L I . L I . I ­1 L L L L L I L L �L L L A- L L L, L I I L L L I . L LL � � I t L - L L L I I ,� I � � L L L L I � + g� ; . L L L:L L � I. I I � L L L LL I 'L I[' L L L L L L L 4 LL I � LL L - I I L L : � L L L ; ! i r T L ! L � L t � I END PROJECT' I � L L L L L I ; L I I � 11 I L L L I I I L L L - L - L L L L L L L I L L I I :, I 1.11, . L L L t L L L L � � __ L L 00 T - L I L I L L L L ; t L� LL L. I L T I L � i I ­ L - . LL � � I L L- � LL j L � I ­ � L L L � � : I - I L L L L T I L L t t L � I L Lt L L L L � I I L L I L I i L i L I i � I 0%i L ; : L I L I L LL L L L L,L . . L I . I -I - --L L� '-- L L L . I T L L t 00 . LL I L LL LL L L L LL . . � L L L t . I LL L � ! 'L L . LL L L t I ,L LL t LL L � I L L L -.%Zr I I -1 - L L L I L L L L�L - L L L � L! L L L L I T I ! \----S A L Ii I L I � ' L L L L L � t i . . 90+68.00 "A7 --= STAI 90+68.00 7PR-N 13 IFF L : L I I I .z i I L � I L I t L I L T L LL �_ I L L L L� . LL : I �­ ' L L L L� . - L L L L L � L. L L L � I I - L L L L t L , I I I- L � L L L L L I L L L . I i � ­ L , � L ­ L . I L L : t T ,L L L L � I L L L I I L I I L ! t � I I T 4 1 - L . L L L L L L L L L L L . I I I L­ . I T I L L ,- L L L L L L L I I L L i : i 1 25 . - L L L L L L ­ I L ­­�L LL L L L I L � L � I i I . (d i1i t ; L I I I i T 1 9 L L � I L I I L� L L L L L L L L L L L � I � L ­ L L L . : I �L ' ' L L � ­ L L L L ­ L . L L L L L 'L . L 919.70 L L L L T 1 925 L L L I t ; L = L L L ; I I L � N L i L : I L � �ELEV. ' L : I L L ; L I L I L - i I I I L L L L L L i : i I L i oij . L I L L�L L L � L L I ' I L t : i T I L I ; L L L ,L L -- -I ; L L L L L� L L L L L I �I 11- 'L: ' L L L L L L L I ,L L L L L L L I L - I� - -L ' L L L L L L L L L L T - , L t I L : L L I T L . L I L L L � I I I L L L L Lt "' L L �L L L L L L L I L L L L L� L L L L� . - t I L L�L L L �, � L L� I L � L L i I�I. It I L L . t . I - L L L I L PROPOSED­PF,OFILE L L L L t I - I., - . T T L L L � L I L z t � L L L � L i i ! I L L � LL i t I It i � PROPOSTlED PROFILEL I I I, L L L L L L L � I I! - t L L L L, I '. L T I L L � L L L L � I I, L L L L I L� I I L-L L L r ------L L L L L L L L I .L L L L L� I I L L L L L L � L I t I L L L L L L L L L L L j -- '' L. � L L � L L L L I L L L I L I I t ; T I L L L 9% I - LL -L�L L L L L L L L L L I L L L L L L L---- ....L L L L � L : T . I I ffi t � I L - i � t I t L T L i L L � L L L L L I I L L L L L L L L . � I I I L L L L L L L L L L - � L �L L L I I L I I I L L L L L L T � I ' I� L L L L L I I I L - � L I +OL _ - I L L L L L L L I � - L L L L L L� � I L L L L L :- '---L L L � �L L L L L L T L � � +OLL: L T L L � +037% __ L I - L L L L I . I I- L � - L T I L I-i 0920/1 L L L L L I L T L L I i L L I L L .7 �' -­ ­ I-�- L L L L L � � L L L L I LL I I I I L L L L� I L I I .­ - L t L L L L L L L L L L L L I L -0.97% L ,�' t L L L L L L L I � I ! L T L L L L L - I I �L � . L L L E)L . I I: L L L L L L T L L L L � I � . L I L L L L L!L L . i , T L L L L I L L � L . �7% . L L I L L 1 $L I - � I L — - - L i L I t I _ I - - __ -L — I � : T T I ' - " I L L L�L L L L . I I I Ilk L L L L L L - I __ i T I L L L L : I I I I I I L L T L L L L L L L L L L L L,L L L '' L ; L L L -1. L L L L L L L L L L Lf L L � L L" - - � 4) 7 L L - � i I I L L L L L - L-L L�L L L� L L L L L L I I � 7 L �/L L L L L L L L �__-i��,- � I � : I T L I L � i L Tf�f� , I T t I : - L I I L I I L L L � f - L -- L I I, _­­�!77­ I I .­ I __ L L L L ­ LL I 11 - I L' ­ L L L I . ­ L 'L L L L L L L� I 1-1 I L L L L ­ 11� ----L L L L Lt L L L L L I � L L L L � L L L � i L ! � I L - T L �, � I 11 t I L L L L L L L L L L. L L�L L L LL L L L L L I � I I - � L L t L ' L L L L L L L L L I I L (E) ------- - - L L I i I L L � L I I I : L I I L I I I T­ L f f LL . :, -�-"­ � L ! L I L L T I L L L LL I .L L LL LL I L I L L I L � ­- - --- I I-­- I'--L L L L L L L L L L I­ L L I I L L L L L L L L L � I L I I.- -- L L L L L L L L� L L . - I ­--------- I 4 � ' L i I L L L I L � --------------- L L L L L L I I I -­­---LT----f-- - -------- I L - I I'll I—L� I L L, --L L L I � L L L I � , - I L L L L L L L . - I L L L � LL t L L L L L L L L L �L t I L L, L L ­ L�L I 11 LL I L L L L L L T � ,----- .. L L L L� L L L L L -I I 1­LL L .L L L L L L L L LL L �--- 11 L� -1 I � I � . L L I -11 I -- 7 LL L ; ' L ' , 11 LL L L L L L L L L ,I L I � i i L I I I L L L L L L L L I L - � I � T � I L r L I I LL L L L I L L L ,L I L L L L L L L�L L L L - L L L L L L L � L L - 11 L I I.'LL L LL --L L�L L L L L L L L L L L L L L L L L T L L I I I--- L L� L L I-L L L�L L T I I L L L � L L L L L L L L L LT L L L L L,L L L L L L L L L­ L "I I� L � L - - L _f I L L ,� ! - L L L L L L I L L L I L L L L L L ---"* I L � I I L T I � I i L � I L I I I-1 � L I 11 L L L L T L L L L L L L L L L,-L, ­ I - - - L 7 :�"" I I ; � -§n - L L L L L L L L-L L I L L L � I I I - I .1 L L! L L L L L L L L I -.:L L L L L L L L-''L L L T L L L L L L - L L/ T �___­L_L L _ ''-L : ; I L ! � 915 - N::E!iI_ NG L �.,i'--- '�-­­-- ------L L L L L L L L L L L c t L I I "t t _ 11 '. , t L L L L - I L L L L L LL!L L I � I I I I j-----L- L- LL L L L L LL L L L L C;L F;', L LL L LT L I : ' ''- L I L�L,L L L L L L L L L L t --I I I - L I L - ,L-L L L L L L I L L L L L L I,L -- I I L -I L-L L L L L L I I-- - I I'll;L L L L L� L L L I � I -1 I L � L L L L L L L L, L I I I � I i , I I L- I L L L � L z L L L L L L L L , L . I L L f � : L I I _ L L t L L L L 915 L L . EGSnN GROI IND PROM L I I I � � L � I UL 11 I I - L - - — L I L I L I I L i � ; %j1%%jVND P I-J.I-L- L L � L - -__-- __ L -- --- L L L L L L L L I L L L I I -1 t---------­L L---LL L L I -­­L L ; L L L I I I I I I I L L L L L T L L L L L L BEGIN LINE- �, L I L L � 0.409i i r L � � ­L� L I I i i i i i � I T E LINE "PR-S131R11 � "PR­N 13IR!j - L " — L L L L L T I ,� L � L � fU ' L ' L L ,L L L L L L L L L , I­L LL I �L -L L L L L L L L L L L L , L L I I---- I I ,,,L-L L -L L L L L L L L L L L:L I L L L' L L L L L L,L I ; L I L L f I L ---L ''' L I I �L L L L L L L L L L. 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LL I �, L L-----L L L-L L L L L L L L . - 11 L�­­-L L L L L L L L L L L L L� L L L L L � L L I L t L L L L L L L L I L" - 11�- I L L L L L­­­L L, I I I I L I L L I L L I L L L L L L L L L L[ L L L L L L L L L" , -___,"I" I L L L L L�L L I L i -- , , , I I L L L L L L L-L I �L L L L L L I - L L L L- L L ,i � - .11....I L L L L L L L- L T L .I- L L L L L L L L I I L L L 9 0 5 1 t L i L L L I 11-- L 43 I 08' LTL'A" L , ".,,, 11 L L .-L L L L L L L Lt L L L L I 11 ­ L L L�-L L L L L L L L L L L L L L L�L L L L L I - . L -1 L-1 L L L L L L T L L L L L L L t L L L L L L L L�L L L L L L I � � : I I I I I � � __ I L . 4 L T L I � L I L i I L - I I � I � I � I I I r I L I I I � I I L L r � i I T i I ; � i � I L I L I L I � I L L �L L L L L � � � I � ; I L i � t — __ L I � ! 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I T I L I � L L i I : L L L I � t L I 0) 7-1 CD I r_., V L i ?__4 T-A t"114 Cn L I L I L r%j N co co L I 0) � v-4 L L L t L ­ I L L L . L - L `-I . L L � L L L L � L L � L L 1 L � . . I L L . . I I L � L L I L L L � L L L I . . L L L � F � L L L L � L L I L L L L L. L I L I I L L L L L L L L. . I L � L L L I � ; 00 CD L . I L � L � L L L L :L L L L L L t L L L. .L L . t � � L L � L � , L I L � t I I I L L � L � I L L L L I I i L T L t I I L L I � � I L � I � L L L L L L L L� � L I L 00 C:j L L t . I � -'COL CD � � I I IL LT L L L L - L I i - O' 6 L L � I L L I L L I L flll� 40 1 L 06L CS T I � � 0% C:j � C:) 1D L L, L L L L� . I . � 1-4 N ; � L L I L L t � � L . I c6 I I i � L I L L I L L I L I T I I � L L�L L L I I : I L L L L� 7­11 C*4 1 L L � L t : T__1 i I T L � L L L L N L : � L L . L �'L LN t � . L L -?-I rq T__1 " , � , �L � '-' " "L L L:L L L L L L L L� � � I I L L i 'L L L I . . L t I - . L L L � L t t � v-4 " I 7­1 T--i 1 885 M,C% I T L L L - L L L L 1 ()6 885 I L L L I i L L L L L L L L I L LL I L L L L L t C% C% LL LL­ L i I I, , . I ON ON I I . t � i � L i I � � � L � L I LL C)L C% I I L L L L . L L L I L L L C%-0% I I L � L L i L 4,31 C% L I � I . L ON 0 I � I � k C'i 0 : T � I � O'�L'L T I ON, L L L L L L 1� 86+00 87+00 88+00 89+00 90+00 91 +00 . mw\0011 ill 11 U Ii HORIZONTAL SCALE BRIDGE FILE / ' / 2 (A) Bituminous Asphalt (�) Sodding,'Nursery * Wedge and Level , a. \\\\\\\\\\ W k Y,,,'/'//%'//,, 40, �\S�. . ..... ,P " 1 It '\ M ,�, 'R V . . ,P ,,, =20' # ---i,�*j r#­ %1, RECOMMENDED , A _. ��­.. %, AV ... G N 1��- . ,;�� CITY OF CARMEL '� I . . – (�) Bituminous Recreational Path* *) Roll Curb, Modified (t� Truck Apron ff .." .- % FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION 16 I .*-- No. ,-.� xt . , . -0 . -t � , DESIGN ENGINEER DATE.. I I 1 I=I 01 I I x (�� Concrete Curb & Gutter Type II ! * � 60910005 : * � � (1) PCCP, 4" (Colored and Stamped Grid Pattern) (�� Straight Curb %­-... ... SURVEY BOOK SHEET . . . . C_�4 on 6" Compacted Agg, No.53, Base - - .... ...... DESIGNED: VA - DRAWN: SAJ SHELBORNE ROAD a .. . 25 72 0 (�� Alternate, Concrete Curb & Gutter Type III I (�) Median End Treatment I ....!.. ......... I of I — ,_ C - I - I -, � , - " , � , " I "To -, , , .� 'I'D, , - I I , I " + , \ '\- 1 41' ' '' \ \ \ + 3' " 0 \ ' 11 ""I � I I I- ;�Iil,$, - - `7 ���-, W,` I-, "Q� t-- I�_ I.-I ` nI , �_M Z� - - , ,., T� ,�- � 03� ,� � �_/'n' -- , I__- , I , - _r4 I __� - - � � I', I � �__ - 5 - z lv� L - - -1- ....I I I 'T - I __ 1; / ,It,\,\" -__ I -- - I � I � I I I � I I I - - , I I I - � I I I-�I ,� �, , " -1 - = - - -A, - � Is I., . CONTRACT ...... ..... � jx WILE –TR–S 1 3 1 R" & TR–N 1 3 1 R" I (�� Concrete Center Curb Type C (K Letter Denotes Mod. Curb Ramp Type; Colored and Stamped I I 11 IN 111 , ... CHECKED: PWM CHECKED: VA PLAN & PD 0 (L. (�� Resurface Over Variable Depth HMA -1 L I —I — I I I I 1 06-21 1 I Model: PNP12B-PRR Drawing: PATransportatlon\20067400 Shelboume Rd%30 SheetDrawlngsX1 0 BaseSeWIR-PISIP-01 12.dgn - � STEVEN A. &SHARON L. WILSON 33+57.87 "A" Structure No. 139C U p ¢.; ,. Inst #2005-00036392 Ind Ype 3- & y 0 - - . n. 21 A =uSta. 14+57.1 65 S 1 O 13+86, Structur No.139A `` _ +. r, 3+80, 100.3 �Ay S 3 + I + m+ Manhole Type 04 & r m . �' �. X Structure No.�39B w a N 97ft. of 18 RCP .. r ;.� Manhole Type/C-4 & , . Core &Connect .- � n s e 77ft of 18" RCP` to Ex. Catch Bastil , - u e (Field Verify) / R •. EXIST App. WW � - / CONSTRUCTION ' • / - - - - _ �►�- LIMITS TA „ / C S RC BEGIN BEGIN INCIDENTAL CONSTRUCTION A G CO S RUCTION CONSTRUCTION STA 11+77.25 "S-121-A' R STA 11+25 "S-121-A" Ln ul T-0" Shoulder _ © S R 121st STREET N R N 89° 39' 06" E C1 N 890 39' 06" E N 880 LINE "S-121-A" ° 11 97.98' .: .• _ 557.00' C1 2.25' C2 3. F __ F M M FM 2'-0" Shoulder + C RO.T. STA 15+57.00 "PR-121-A" CONSTRUCTION P.O:T STA 33+15.54 "A" LIMITS S iz _ ` pr / _ EXIST- R/W _ A. \ � Mh0 - - R c 1 LIMITS _ P C1 NOTE: \ I •'�iy - ABNEY GLEN, LLC ALL R/W DESCRIBED FROM LINE "A" \\ •� ` C ALL TOPO CALLOUTS ARE BASED ON ,.' Inst #2006-00010866 R ) Q R E LINE "A" UNLESS NOTED OTHERWISE. s_ \ _ �.. T , ..;., si .. .. I N E P o k^ iw wh +05.00 26 ft . , Street Approach t• _-> pp , .,. :.- ....- , ` ..,.;•,e,,... .... • , .. :... ._,;a-.fix., Red --. . _ • rLf In? 9 } . PVI = 1 +06.81 E 943.99 VC _ _ x.20.00 ,.... _ d. -.1 .._._.. ......... _. __ __r.. _.. __..... _ t.. ...._... _. __..... ... _.. ..... _... _. _..... -121st STREET RAB LIMITS END P FILE - . 12+7 "S-121-A' . } _ STA 5 _ _ _...PROFILE OF PROP 925 __ PR-W-121 m o , , BEGIN.PROFILE ...E & -� _ INCIDENT L CONSTRUCTION �n_, o STORM PIPE LT. Q M o _ ELEV. 906.64 v, o ,.., ir, t _ __ _ _ , __ __ . Ln N _ BEGIN PRO ILE "S-121 a _ ,_ __ __ ;_ _ _ __ ._ STA 11+25 A _ __ _ _ _ f __ _ _ 78 LF�. o ELEV - . _ _ _ 1 90 88 97 LF-f. of 1 1pe Cc 18 Pi 0.37_ pe EXISTING, GROUND PROFILE _ - 0 0 - T _+4.00/� __ .__ _ ;_ ___-• - _- _ __ __ _ _. - o _ y _ o o_ 4 / Ch M +2.17 _ - __ _ FOR-Sp OT ELEV TIONS SEE GEOMERTY & SPOT ELEVATIONS SHEETS - 7-t, Ui + ca , _., 875 _ 7 875 In 10+00 11+00 12+00 13+00 14+00 15+00 a O Bituminous Asphalt OS Sodding, Nursery OW Wedge and Level — N HORIZONTAL SCALE BRIDGE FILE \\\\\�\\\\\\1\111 N 111 I I I I I I I I I I I l N I l N/l/l/// QOM W.:.MyF,ps,%, 1"=20' \\\\a CITY OF CARMEL d �" ..'£GISTfRF•• a� RECOMMENDED OP Bituminous Recreational Path RC Roll Curb, Modified OA Truck Apron :` �` No ° ''•: 9 FOR APPROVAL "` 01-27-2010 VERTICAL SCALE DESIGNATION CD mm DESIGN ENGINEER DATE 1'=10' x C1 Concrete Curb & Gutter Type II JD PCCP, 4" (Colored and Stamped Grid Pattern) C4 Straight Curb 60910005 SURVEY BOOK SHEET on 6" Compacted Agg, No.53, Base %D''.. STATE OF : $ DESIGNED: VA DRAWN: SAJ 121st STREET 26 of 72 C2 Alternate, Concrete Curb & Gutter Type III OE Median End Treatment �`'S.•''%/ND.IAN•P�'V � OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped "/////,N,,,°d"IIAl11�N,N\,,,,°u °` CHECKED: py�/M CHECKED: yA PLAN & PROFILE CONTRACT PROJECT a C3 Concrete Center Curb Type C R1 Resurface Over Variable Depth HMA 06-21 Model: PNP13 Drawing: p:\transportabon\200B7400 shelboume rd\30 sheetdrewings\10 basesets\R-PNP-0112.dgn 33+55, Structure No.139A END LINE "PR-W-121L" TIE INTO EXISTING STORM Manhole Type C-4 & P.O.T. STA. 14+54.28 "PR-W-121U' TIE INTO EXISTING STORM "IS, -121-A" 27.45' LT 97ft. of 18" RCP'with 4, T. 51.17 0wok C) BASED ON KENDAL SUBDVISION w CURVE DATA BASED ON KENDAL SUBDIVISION 'C) CURVE DATA )C) PLANS. FIELD VERIFY. 1 PES Red PLANS. FIELD VERIFY. P.I. 14+45.47 C) 7 P.I. 13+57.39 + VEVEN A. &SHARORA�,n.SON + 12° 12' 35" (L-T,), �33+80., Structure NO. 9B &33+80., Structure Nd139B 150 12' 56" (LT) Inst #2005-000630 "t (S 4 R R 83.00' Manhole Type C-4 & Lr) y.�4 Manhole T C-4 & R 600.00' 33+55,,-,Structure No.130A -j > . of 1811 RC & 7.Ty f 1811 RCP -4 T 8.88' P T 80.14' C1 Manhole Type C ;a i L 17.69' L 159.34' 97ft. of 18" RCP with 1<1 E- 5.33' E = 0.47' 1 PES-Re 'd EXIST App. R/W EXIST App. R/W q R S 0 Ln C7% lr-� c6 LU BEGIN LINE "PR-W-121L" C IN 00 C z + + -W-121[w 0� 111- 1 11 - 1 P.Q.T. STA. 12+75.00 "PR t%4 " S P.O.T. 1'2+75,"S-121-A" 0',LTRT.,- PT STA. 14+36. 0 0 co LINE "PR-W-121 TA -j < TA Lu LU S z - LINE "PRW-121L", 0 0 , E ca 12+77.2 C2 >S C1 R C2 C1 RC Llj 11 STREET DIVE "S-121-A" N 8r 39' 0611 E�12 121st STREET N 890 39' 611 E lo�f - R LINE "S-121-A" N 890 39 06" E C2 PC STA + 0 R LINE PR-W-121R C V-121WI RIC C S P - ------------- CURVE DA/TA + FM FM FM--4/ 1.0 FM FC-U-ikWM FN FN� ` ` \ \A `N FN f- FN I .FM FM /FM FK FM FM FM F. FN -FM \ i / � \ 10 06- 11" (LT) P.I. 14+29.85 C1 600.00' A= 25* 01" 31" (RT) T = 5.78' R = 126.00' BEGIN LI N "PR-W-121 R11 \ I ` L = 11.54' T = 27.96' P. STA. 14+55.40 R-W-121R" "P +05.00 26 ft E = 0.03' L = 53.52' P.O.T. 5.40 "S,1121-A1,,8-50' RT Street Approach E = 3.07' Req'd BEGIN LINE "PR-W-121W' NZ44 P.O.T. STA. 12+75.00 "PR-W-121R" ABNEY GLEN, L P.O.T. 12+75 "S-121-A!, 0' LT, RT ABNEY GLEN L Inst #2006-000108 66 Inst #2006-00010866 tj Or + ft N NOTE: 05.00 , 26 ............. SCRIBED FROM�tIN E "N' ALL R/W DESCRIBED ROM LI�E "All r. �x' LQUTS Street Approach ALL TO ARE BASED ON ARt BASEP ON 2 ALL- DE ALL TOPO CALLOU -4� < Req'd 7 OTHERWISE LINE "A" UNLESS NOTEjd�OTHERXVISE. U -H LINE SSA NOTED OT 10 cL, N PV1 13+35-00 EL 909.04 VCL 935 120.00 SEE GEOMETRY SHEETS FCIR935 5tt UEOME I RY SHEE I S FOR. RAB S POT ELEVATIONS RAB SPOT ELEVATIONS PVI 13+35.. 7 END PROFILE "PR-W-121W' 925 EL 909.04 925 5 An P.Ti, STA. 14+5 lip F1 C ELEV. 913.51 P.T. STA. 14+54.28 BEGIN PROFIL= "PR-W-121 j ELEV. 9 14.33 VCL= 120.0 END PROFILE R-W-121L P.0T. STA. 12+75 BE C IN PROFILE "PR-W-12 1 L" ELEV. 906.64 PROPOSED PROFILE PROPOSED PROFILE T. STA. 12+75 915 P-.0 915 64 +1599/b 1% +33 +4.00% +4.00%i - - - - - - - - - - 905 905 WSTING GROUND PROFILE EXISTING GROUND PROFILE 895 895 NOTE: FOR=STORM PROF 1LES, SEE SHT. 26 885 885 M CC) Ln in 00 co CO L2 Ln Ln m co M V-4 C 4 875 875, ai al all 13+00 14+00 15+00 13+00 14+00 OR HORIZONTAL SCALE BRIDGE FILE Bituminous Asphalt Sodding, Nursery Wedge and Level 1 =201 RECOMMENDED \t -RTICAL SCALE OP CITY OF CARMEL VERTICAL DESIGNATION o Bituminous Recreational Path Roll Curb, Modified Truck Apron FOR APPROVAL 1-27-2010 N0' 1'=1 0, o DESIGN ENGINEER DATE x Concrete Curb & Gutter Type 11 O PCCP, 4" (Colored and Stamped Grid Pattern) Straight Curb 60910 SURVEY BOOK SHEET on 6" Compacted Agg, No.53, Base 0%. STATE OF DESIGNED: VA DRAWN: SAJ %-e- LINE "PR-W-121L" & "PR-W-121R Gutter Type 111 27 72 Alternate, Concrete Curb & Gut Median End Treatment of O Stamped PLAN & PROFILE CONTRACT PROJECT Letter Denotes Mod. Curb Ramp Type; Colored and St 00 N11 'ONA� M80 CHECKED: PWM CHECKED: VA a. Concrete Center Curb Type C Resurface Over Variable Depth HMA 06-21 Model: PNP19 Drawing: p:\IransportationX20067400shelboumerd\30sheetdrawingsk10 basesetsXR-PNP-0112(18-21).dgn C) 0 j Ul 0 �54 'J4 C) 0- 'o J + + D ij,,NEA'PR 126 I V ,"" , _1 1- - I 4+ 25cffl"'S L 0 �I --PR F-71 RO.T STA. 25.90 26 C-1 CURVE DATA T-4 CU RV5 DATA v--4i 4 P O.T �6 P,'1 12+35A7 d(d 4M CD 41�ft D 59+89.00 Structure No. 195A -L' 180 28- 53- -(LT)" "T,"U m mg i"'89+89.00 Structure No. 195A, -45,,38" (RT) -12, 0 Catch Basin Type.j-10 & :7� qtch Basin Type J-10 R 116.00' R 508.04! 4 ift. of 12 RCP ft. of 12" RCP T 56.80. T 40.49' i "I,E TRUST 59+93.00 Structure No. 202 59+93.00 Structure No. 202 MELINDA M. STIRSMAN REVOUt MELINDA'M. STIRSMAN REVOCABLE TRUST -4 & L 77.91' ' L jW.14' 00043 Manhole Type C-4 Inst #2004r 32 r Manhole Type C +25.00 Inst #20 60043321 E 3.17' +25.00 WWWW WW WWWWWWW 132 ft. of 36" RCP E 6.86' 32 ft. of 36" RCP WW WW % 40.00 J. 40.00 -E-126L" BEGIN LINE "PR +05.00 RO.T. PT STA.1 Z+91.,851" STA. 11+00.76 "PR-E-12612 P.O.T. 11+03.63 "S-126-A", 2.58' LT R/W R/W WETLAND AREA A 7 WETLAND AREA A 00 WW JW kSEE SHEET 72) (SEE SHEET 72) JW P P ZD C S S N 890 ► 118" E 126-A" 0 X 08" E- R LINE "S-126-A" ZQ IN� N 0 7' 0811 E 126th STREET R N 890 47' 08" E 126th STREET ell, LINE "PR-E-12612' 31 R LINE "PR-E-12612' 3' N 890 47' 08" E LU N 890 47' 08" E z S C.14 S 0 C2 ZD LINE "PR-E-126R" 0 C2 LU S S S R Uj S TA C1 R Z C1 U.S.I. 0 LINE "PRE-126R" r4 U.S.I. PROF. EDGE P OR EDGE OFPVMT LU RC OF PVMT RIC cn :5 C1 C1 00 00 (7Transition Proposed SidewalN,1z C Existing +1 + 11PR-E-126 11 P.O.T. STA. 13+25.00, "PR-E-126W' P.O.T. 13+25.00 "S-126-A", 9.50' LT NOTE: DRAIN TILE MAY BE WITHIN THE CONSTRUCTION LIMITS AT THE NORTHEAST CORNER OF THIS INTERSECTION. +60.00 CURVE DATA NOTE: DRAIN TILE MAY BE WITHIN THE CONSTRUCTION LIMITS +60.00 APP. EX. R/W THE CONTRACTOR MAY NEED TO REPLACE PORTIONS APP. EX. R/W P.I. 11+95.76 AT THE NORTHEAST CORNER OF THIS INTERSECTION. ALONG THE PROPOSED RW LINE. 230 25' 55" (RT) THE CONTRACTOR MAY NEED TO REPLACE PORTIONS ALONG THE PROPOSED RW LINE. R 492.00' T 102.03' BEGIN LINE "0P 6R" L 201.21' E 10.47' • 'PR-E."126R" RO.T STA. 10+93.731 ,", P.O.T. 10+99.22 "S-126-A�j 50.07' RT 58+55.00 Structure No. 194 58+55.00 Structure No. 194 Manhole Type D-4 Manhole Type D-4 37 ft. of 36" RCP 37 ft. of 36" RCP PVI"', 12+00.00 PVI 12+00.00 EL 1318.21 EL 918.21 VCL VCL 180.00 945 180.00 945 ETRY SHEETS FOR SEE GEOMETRY SHEETS FOR SEE GEOM RAB SPOT ELEVATIONS RAB SPOT ELEVATIONS 935 935 END PROFIL PRE 126E BEGIN PROFILE "PR-E-126FV' END PROFILE PR 126R BEGIN PROFILE "PR-E-126U' RO.T. S"A. 13+25.00.. ...... .' RC. STA. 10+93.73 R.O.T STA. 13425.00 917.2G P.C. STA. 11+00.76 E .EV. ELEV. 921.19 ELEV. 917.20 ELEV. 920.91 925 925 PROPOSED PRO LE PROPOSED PROFILE 2. 0% 2.72% -0.81% -0.81% 915 915 EXISTING GROLJND PROFILE EXISTING GROUND PROFILE 905 905 L 4 895 895 CD %D C) C3 r< C) r-z v-4 0') 1 00 N V-4 co Imo.-CL 0z) (1) 1 v-4 885 o Ch cn 11+00 12+00 13+00 11+00 12+00 13+00 HORIZONTAL SCALE BRIDGE FILE O co Bituminous Asphalt SO Sodding, Nursery Wedge and Level W 1 =20' .......... cm IS7 RECOMMENDE. CITY OF CARMEL �6 -0 \ FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION Bituminous Recreational Path Roll Curb, Modified Truck Apron No. ".. DESIGN ENGINEER DATE 1'=10' X 60910005 Concrete Curb & Gutter Type 11 ]O 4 PCCP, 4" (Colored and Stamped Grid Pattern) Straight Curb SURVEY BOOK SHEET on 6" Compacted Agg, No.53, Base E DESIGNED: VA DRAWN: SAJ LINE "PR-E-126L" & "PR-E-126R" 28 of 72• Type ...... 4 Alternate, Concrete Curb & Gutter T Median End Treatment OXCONTRACT PROJECT Letter Denotes Mod. Curb Ramp Type; Colored and Stamped "'I'VIRmulunimm, CHECKED: PWM CHECKED: VA PLAN & PROFILE 06-21 Concrete Center Curb Type C Resurface Over Variable Depth HMA "'26 �2 L Model: PNP21 Drawing: p:\transportation\20067400shelboumord\30sheetdrawings\10basesets\R-PNP-0112(18-21).dgn NOTE: DRAIN TILE MAY BE WITHIN THE ON LIMITS C ONSTRUM. ', HEX13T C. NERA 5 CX"', �T THT. N( > - + M ,OF THIIS INTIERSECOM"-�"" ' +]b 'T 0 'A' MN 1EED-" w. Lr) HE Q NTR, CTOR _ J" tTO REPLA 'kPORTICIR, �T; rl D Ft N ALONG,THEP�OPQSEL_'RW LINE, D iO "D 59+89.00 Structure No. 195A "c K);4r,15• Catch"Basin Type 1-10 & k C2 REVOCABLE TRUST 4 ft. of 12" RCP MELINDA It STIRSMAN REVOCA m. +93 8 -,Cl. I Dr. Req'd. 59+93.00 Structure No. 202-1 Inst #2004-00043321 W Manhole Type C-4 V-0 NOTE: P 132 ft. of 36" RCP r +25.00 CONSTRUCTION ALL R/W DESCRIBED FROM LINE 40.00' ALL TOPO CALLOUTS ARE BASED ON 0 LIMITS LINE "A" UNLESS NOTED OTHERWISE. + C1 R Q-00 R/W R END CONSTRUCTION -126-A ww WETLAND AREA A STA 13+25, "S TIES INTO PROJECT BUILT BY OTHERS 5EF_ SHEET 72) Lj T% WV W w WV y0 V. LA' v a'.8'LAIPLi Jr Sr C1 -7- (Cl) C 92 4z n8 15+00 LINE "S-126-A" 126th STREET N 891D 47'0 10+00 R OR 600.00' C2 \4 N 8901 471 (1811 F S RC 30.06' C1 C1 R S TA R C2 C C4 +60.00 �CONSTRUCTION APP. EX. R/W LIMITS R C1 70 P.O.T TA 59+50.69 "A" 7�_ -126-A!' T. STA RO. 10+00 "PR ..VZI is No. 194' 58+55.00 Structure Manhole Type C-4 & S 37 ft. of 36" RCP 126th STREET RAB LIMITS 945 Ln 945 + i j i t 935 935 ND CONSTRUCTION E ROUND ABOUT CENTER AT STA13+25 5-12 -A 126th STREEF,, STA 59+82.16 EL 917.20 1 925 31.54 RT. ' 925 -0.81% 915 - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - 915 EXISTING GROUND PROFILE 905 FOR PROFILE SEE SHEET 26 SPOT_ELEW "PR-E-12 TIN SHEETS & 6L R11 PLAN AND PROFILE 905 4 + 895 895 Yl r< 885 (7 CL P 885 is 14+00 15+00 12+00 13+00 M 10+00 11+00 HORIZONTAL SCALE BRIDGE FILE Wedge and Level 1 =20' ........... (A) Bituminous Asphalt Sodding, Nursery RECOMMENDED w CITY OF CARMEL VERTICAL SCALE DESIGNATION C> M 01-27-2010 0 FOR APPROVAL x Truck Apron 0 1'=10' Bituminous Recreational Path Roll Curb, Modified N sh DESIGN ENGINEER DATE SHEET C> io O 1 60910005 SURVEY BOOK 4D O Straight Curb Qz Concrete Curb & Gutter Type II PCCP, 4" (Colored and Stamped Grid Pattern) STATE DESIGNED: VA DRAWN: SAJ 126th STREET 29 of 72 on 6" Compacted Agg, No.53, Base (�) Median End Treatment 4 Alternate, Concrete Curb & Gutter Type III .......... PLAN & PROFILE CONTRACT PROJECT (K Letter Denotes Mod. Curb Ramp Type; Colored and Stamped CHECKED: PWM CHECKED: _VA 11 06-21 o C3 Concrete Center Curb Type C -Resurface Over Variable Depth HMA FL 25.00 40.00. Model: PNP14 Drawing: p:\Iransponation\20067400shelboumerd\30sheotdrawings\10basesetakR-PNP-0112.dgn Q ; u Q �. �• i 0 0 t } a' .Y.t. ��' -.�: s ��' E' _!mss- t...�..�^ qo-.���dd�a d. w;.f _�.n,r, � ,�, ... �� / v • C1 + + �� + / �� . � . W ,u , � } � .0.e�� �����, � a�� � �`/ „� :ter i,' 12" GMP M 7-M M v : t �C1 v EXIST App. R/W �__ --�_ `�. p v Jr \ END LINE P -E 131E , P.O.T. ST 34+0 2.91 "PR E-131L" RC = R . 33+89.99 "5-131'A", 97 BEGIN INCI®ENTAL BEGIN. CONSTRUCTION — - ' -- BEGIN LINE- PR�W-131L STA. 30+21.76, "S-131-A" • P.O.T. STA. 29+50.00, "PR E-131L" = STA. 30+21.76, "PR W131L" k ,,, TA R CURVE DATA W-131-L-1 �„ ' R z = ROT. 29+50.00 "S-131-A", 8.00' LT = STA. 30+21.76, "PR-131R" / � P.I. 31+25.75 � � , - `" ° P C1 3 � A = 19° 46' 35" (LT) +37:00 ` a z � R = 500.00' _ , - 80. C2 EXIST App. R/W -� T = 87.16' - - _ _ - S _ / w - L = 172.58' _ _ CENTER OF ROUND ABOUT E = 7.54' _ - - - ` R S C2 Q S STA. 86+38.03 "A", 43.18' RT. — — — — — — _ — — STA. 33+10.36 O ¢ = STA. 34+62.24 "S-131-A", 0 EXIST App. R/W / W z / +00.00 APP. EX. R/W - _ C2 C2 C1 P _ Q / LINE "PR W-131L" �- _ / : to • / N _ 3R CONSTRUCTION LIMITS STA. 32+11.17 W _ _ _ P C z 47 U LINE "PR W-131R" R . - ' o � � _ Q R1 PC STA. 30+38.59 R LINE "S-13fAN' ASPH " �' "' o-. v ,r N 890 43'01" E y N 890 43' 01" E \ \ C1 N 890 31' 19" E 3 S P / 10.00' AH ° \ _._ — _ ♦ N \ C2 S _CONSTR ON LIMITS _ ���; _ - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - 2' Shoulder _ +50.00 C2 1 5 ..E. .00 n L 5 z. ., .. , v y; d , INDICATES EXISTING NOTE. STING ASPHALT REMOVAL _ x ALL R/W DESCRIBED FROM LINE "S-131-A ...: . ALL TOPO CALLOUTS ARE BASED ON �; • :.: �`" ��` t �k }, ..t: . : > .. v LINE "PR-A" UNLESS NOTED OTHERWISE. E; " _ 131 st STREET RAB LIMITS _ 945 PVI -nn } , 945 EL — 17.94 0 tea V L 2 _ E � c r r 935 935 BEGIN INCIDENTAL _ BE IN� CONSTRUCTION END LINE "PR -131L n SEE GEOMETRY SPOT ELEVATIONS,SHEETS FOR RAB SPOT ELEVATIONS ,� _ _ RT. STA. 4+ 7 - - _ ST . 30+21,76 S 131 A _ 3 05 5 BEGIN. LINE PR_W 131 f__ ELEV._;-_92 .16_ R .T. T . 9 + -E-1 EL. - 917.35 _ O /� 9 0 00 _ R 31.E 925 MATC EX. LEV. _ _ _ _ 925 I IRCIPOSED PROFILE._ _ a - +108Q/o +0.33/o > } 915 1 15 I -EXISTING GROUND PROFILE EXISTING,: M _ I 905 905 x f... ! .".". > ..... ........ ''," ........ "...... ...... .. .. .........1. ... ........ .._..... i. ...... I ' I I i i ; 895 895 _ _ co _ r_._ _ Irk Gam+ a> `r s _ __t 885 _ 885 30+00 31+00 32+00 33+00 34+00 35+00 a OR Bituminous Asphalt SO Sodding, Nursery 0 Wedge and Level a����"""111041401j''v'0 HORIZONTAL SCALE BRIDGE FILE \\\\\\�P�� W MyF.%i/,,''/ CITY OF CARMEL N 1 =2U o ��° Q :•'�1•STER'•••.•S %, RECOMMENDED OP Bituminous Recreational Path RC Roll Curb, Modified TA Truck Apron ;`'�`� £O '- 1- FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o ND' DESIGN ENGINEER DATE 1'=10' x C1 Concrete Curb & Gutter Type II O PCCP, 4" (Colored and Stamped Grid Pattern) C4 Straight Curb 60910005 on 6" Compacted Agg, No.53, Base D''•.• STATE OF :'� DESIGNED: VA DRAWN: SAJ �� �� SURVEY BOOK SHEET T % In -. C2 Alternate, Concrete Curb & Gutter Type III E Median End Treatment %, �s`•..!ND aNP- ��� a LINE PR-W 131 L so of 72 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped '''"%%�i�,S,;,/0'NIIIA11L1111�\\, ���°°°\\\� PLAN & PROFILE CONTRACT PROJECT a C3 Concrete Center Curb Type C R1 Resurface Over Variable Depth HMA CHECKED: PWM CHECKED: VA 06-21 Model: PNP24a Drawing: p:W'ansponation120067400 shelboume rd130 sheetdrawings\10 basesets\R-PNP-0112(18-21).dgn I.- :, O 1 p \\ C:) / ..ors} r.: CD , � U as �.��'. 1 x C) �:, �.n " , Od;. ��^ r.. �,� � a r -' s.'a:+ . 'tip" , ,a... _ Ile C) // + / 3 N ,' M ' + M C2 S ter° M w .>-" CD M � x c . W « .aS �x ==� w , EXIST App. R/W RC w C } ll TRUCTION / BEGIN CONS TA R BEGIN INCIDENTAL ' BEGIN LINE-"PR-W-131L STA. 30+21.76, "J-131-A" — �' k C1 3' "PR W-131L" = STA. 30+21.76, "PR W131L" / ' ' ° P RO-T. STA. 29+50.00 — ' ' z = ROT. 29+50.00 "S-131-A", 8.00' LT = STA. 30+21.76, "PR 131R" / x-37 00 ffi /C2 80. W S STA. 86+38.03 A 43.18 RT. C2 0 S = STA. 34+62.24 O Ca EXIST App. R/W _ _ _ R S a0 Q 57.64' LT. Ll') _ - Ln - — — �- _ z - w Ln EXIST App. R/W � ' __ _ _ C2 M N --T +00.00 Q i APP. IX. R/W _ LINE "PR W131L" C2 C1 R 3` W W __ Z z PRC STA.33+12.47 ® H N _ p J CONSTRUCTION LIMITS J mr - - , gQ PT STA. 32+56.27 -CURVE W-131-�2 1 P.I. 33�+57.60� � U � = 42 31 01 (RT) R = 116.00 � R Q R LINE PR W131R T = 45.13' �'- ASPH P 11 i R ,1INP- "5-131-A° G = 86.08' _ � ` � C1 �' N 890 31' 19" E 3 1q- s E 8.4 Ri N 890 31' 19" E N 89°43' 01" E +00.00 � �, o \ C2 S °43' 01.. E AA_a PC STA. 30+85.32 R1 N 89 C2 - - - ; - - - - - - - - 2' Should +'50.00 _ R _ - CURVE DATA .W.,, - TRUCTION LIMITS 31+71.6�r CONS P.I. . . 4 } D = 190 35 20 ,.(I4. ,) rr R = 500.00' NOTE: END LINE PR W-131L" r � „ _ „ ,r _W 131E i REMOVAL T = 86.31' - ALL R/ W DESCRIBED FROM LINE S-131 p T. STA. 33+98.55, PR _ INDICATES EXISTING ASPHALT REMO L = 170.94' a�a ALL TOPO CALLOUTS ARE BASED ON = p p ; 33+89.99 "S-131-A", 47.89 LT;,` <: BEGIN LINE "PR W-131R" LINE "PRA" UNLESS NOTED OTHERWISE. J E = 7.40' I> R .T. TA. +5 PR W-1 1R" 131st STREET RAB_LIM ITS _ 945 945 y ; } , 935 _ p T ELEVATIONS LEVA ON SH SHEETS'FOR RAB S GEOMETRY &SPOT TI +.98.55 SEE _ P.T. STA.. 3 935 _ _ _ _ _ ELEV. 919 RUCTION, _ . NSTRU _ ENT BE IN CO _ INCIDENTAL A , IN r IN a_ _ G } BE rr , _ _ } _ 9 S 1 1 A , _ _ _ . 30+21.76 3 _ _ _PR-W 13 L B IN L 5 > _ EL. 9173 RE 131E _ 0 P ' +50.0 - P.O.T.: STA : H EX.,EL _ MATCH _._ PROF LE SE PO -r _PRO 925 +0.99 _ _ — — _ } } __...... i--. ._ .__ .._.... _._. +0.33% , - ND PROFILE GROU _ EXISTING 905 . _ I .... 895 895 , } _ r } 885 o _ _ 35+00 5 �� _ 8 � , � «� � �y � 34+0 ; «} � _ 33+00 31+00 32+00 HORIZONTAL SCALE BRIDGE FILE 30+00 1"=20' � i sodding, Nursery OW Wedge and Level �\ F CITY OF CARME VERTICAL SCALE DESIGNATION O S g� °`�\\�P W M �'S��D'O% RECOMMENDED C ,L •- OR Bituminous Asphalt Q:- �isTEpE•. %' 01-27-2010 �° �• `� °��''•• � FOR APPROVAL ��-10' RC Roll Curb, Modified TA Truck Apron _ No. DESIGN ENGINEER DATE P Bituminous Recreational Path O _ m SURVEY BOOK SHEET O s * ' 60910005 ca Straight Curb = LINE "PR-W-131 R11 3, °t 72 C1 Concrete Curb & Gutter Type II ]O PCCP, 4 (Colored and Stamped Grid Pattern STATE OF :' DESIGNED: VA DRAWN: SAJ O n 6" Compacted Agg, No.53, Base n End Treatment -�s ' '"....... � '\ PLAN & PROFILE CONTRACT PROJECT o P O Median '' AND I ANP.: C2 Alternate, Concrete Curb & Gutter Type III �OOj�ioh��r�fINIIlA11Lo`0�O° CHECKED: VA OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped CHECKED: PWM � (4 . ncrete Center Curb Type C R1 Resurface Over Variable Depth HMA o Co Model: PNP24b Drawing: p:\transportation\20067400 shelboume rd\30 sheetdrawings\10 basesets\R-PNP-0112(18-21).dgn p o p o 0 0 0 0 ° + m —n 1711 N M I II 11 III Structure No. 275 it Structure No. 272 I u II III Existing Manhole Existing Inlet, Tie �i a II I ►► Structure No. 276 into Existing Manhole Remove 12" RCP South h II II ► �\ R Plug Inside Manhole Existing Manhole, &Adjust Casting to Grade Plug at Manhole 24 ft-._of 12" RCP , 24' STAB SEW. +78.62 +00.00 II II �. 32.15 60.00' - - - — c r — _ 241 RCP STU._SEW. — TIE INTO APP. _ es+ +78.74 EXISTING R/W _ -- P - \ 2,4.15 / \ S _ - \ \ ASPH — — — — — — — — — — — — —_ _ - — — — — — = — — — — — — — — — — — — — - - — — — — — — — — — — — — \ — — — — — — — cn — — — — — — — — — — — — — — — — — — — — — — — — — —— -- — -- _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — —— — — _ _ END CONSTRUCTION - - – – – – – – – – - - - - _ C1 STA. 42+69.05 "PR-E-131L R �. - �� REMOVE EXIST. PIPE STA. 42+69.18 "S-131A' LINE "PR E-131L" �' _ S8700 41 S9" E w — — —C) 131ST S 131ST STREET - - _ - - - - - _ - - - - - - - - - _ _ = _ _ ° _ _ - ff + S8$°48' 06" E C2 E � = — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - ----- rl 100.01' LINE "5-131-A" _ _ _ _ ° ° ° ° _ _ _ _ _ _ _ _ _ _ _ R "yJ LINE PR-E-131R" - - - - - - - - - - - - - - - - - - - - - - - - - - - Q � � C1 Cn S +48.12 — = — — — — - - - - — - - - - = = = = = = = = = = = _ = _ — _ - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ ____===____-_ W 4400 - - - - - - - - - - - - - P H +01.06 _ Structure No. 274 —J W 60.69 Existing Inlet, Tie Z +46.83 _ z _ into Existin Inlet & �� 0 9 z 52.00 `:•. ASPH Adjust Casting to Grade & `��� m , r Q EXIST App. WW 57 ft. of 12 RCP \\\ w / r 42+70 45 PR E131R Structure No. 273 LU Manhole Type C-4 & �� 1 w �► +06.79 25 ft. of 12" RCP, ► m z 70.87 Tie into Exist. inlet ►4► Q �� - II ILJ 11 ASPH n. CL I W Z J W V - 41+20-92 PI EL '917.90 945 _ � EXIST. _ PROFILE OF VCL :120.00 � } _ _ STORM PIPE LT. I� 4 _ 95 L + N } } rq _ 935 935 _ �, �, �,_ _ 925 r _ _ _ v o �, END CONSTRU ON __ } ,-t 2 = 95 __ ELEV. _917.03_. } } PROFILE o TINE GROUND P O - i EXIS _ 1 1 _ 9 5 } t 905 _ 895 , , „ } 88 5 CD co a �_ Y: ) �1 AZT C^`� _.__. s� L7 z d�9_ } 885 �, 45+00 46+00 47+00 42+00 43+00 44+00 m HORIZONTAL SCALE BRIDGE FILE S Sod d i n , Nurse \1"', omnoinummnuuui,i 1"=20' OW Wedge and Level \,,���`� �� W ... CITY OF CARMEL VERTICAL SCALE DESIGNATION a OR Bituminous Asphalt O 9 rY �� QP: ��sreR o s '%� RECOMMENDED 01-27-2010 1'=10' X M ?� '`�� f G FOR APPROVAL P Bituminous Recreational Path RC Roll Curb, Modified TA Truck Apron No. s O DESIGN ENGINEER DATE „ C4 Straight Curb = * 60910005 SURVEY BOOK SHEET C1 Concrete Curb & Gutter Type II JO PCCP, 4 (Colored and Stamped Grid Pattern) O = "' 0 = LINE "PR-E-131 L" 33 of 72 on 6" Compacted Agg, No.53, Base D '•. STATE OF DESIGNED: VA DRAWN: SAJ ���� C2 Alternate, Concrete Curb & Gutter Type III O Median End Treatment �s '••..ND AN? ' PLAN PROFILE CONTRACT PROJECT ° OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped CHECKED: PWM CHECKED: VA 06-21 C3 Concrete Center Curb Type C Rl Resurface Over Variable Depth HMA FL Model: PNP26b Drawing: pAtmnsportation\20067400 shelboume nrd\30 sheetdrawings\10 basesets\R-PNP-0112(18-21).dgn \ O O O C) C) _.; + O \ &�`} (.•F :'k.>.s - € ec.. i¢a?.. a _ y 7— ,, by a oy �- 31L" tru a Ql ` - M 37+0 28 '�PPR E1 cti a Iii;. 251 , ' pt < a> , ,;, "£ a ON t anh ►1e T .x 3 O CONSTRUCTION LIMITS YID G4 � = CD a ::_ .' n i n n R - V1( :.. , ,.8+� ,:Stru u o � ,< my �e ;m 3 ±, , 28 PR E131L Structure No. 264 le III Exiting Manhole & Existing ,nhole 38+25 Structure N j. 261 _ Mr ole T C-4 �. 23 ft of 12°p RCP . ., . ;kvr 3 _.: Y ,, dJls*" ttmg to � � ,: w ., Inlet Type C-15 9 P _ _ _ _ _ _ N >: Cn:act to Existing Pipe - - - 7 ; _ -: +5 700 „ . �' .r .,. � , >. .51, Structure No. 269 , .tat _ _ , _ _ Co ;. r�i, .onnect Tle Into Existing Mahole & :: ," + +25 Structure No. 268 77.00' `" Structnre� - - '- � 0 ft. of 12" RCP _Vin_ - - _ . ; 900, Structure No. 263 Existing Manhole Inlet Type C-15 & C _ - _ In[;-!t Type B-15 & Adjust Casting to Grade 1.11 P - - . _ - - R/W - - � of V!RCP - -_ 8 of 12 RCP I^ __ __ _11 _ - (Connect to Ex. Structure) F ,�,�� -D< - - - - _ – , __°-- 24°&CP-SiM.11 I- — ,: A C2 S _ J ., C1 i7i LINE "PR E-131L" w R 37+75, Structure No. 260 __ _ __ _ = Inlet Typo'B-15 &11 (F I 1, I� I- © _ 46 ft. of 12" RCP _ _ 39+75 `Structure No. 267 O I'll -11 Inlet T B-15 & _ _ _ O 11_ S 87°56'33" E Type _ ,,, _ _ 37+00 Structure No. 256 _ _ -- 11_ _ __ _ _ Inlet T B- 5 _ _ _ 46 ft. of.12 RCP - O _ Type f & / - — . O 8 ft. of 12" RCP _ _ __ _ _ ._ + �__ _ _ ,� C2 131ST STREET O C1 LINE "PR E-131R" R Cl" O __ __ ».,. 642.51' Q + _ __ _ �- � S M Q N 890 31' 19" E N 890 31' 19" E W F- \ • r — — — _ _ i n — R/ — — \ „ — _ — _ii, _ _ _ _ _ _: _ __ _ _ <. _ ."° _ _ \ _ W _.__ _ \ 50.00 w - �_-- _ e ., _ CONSTRUCTION LIMITS - _ , i , .� « _ _ _ _ \ 1 CMP - s /. n�► 11 2 — -- - ,, _ ,, , 36+75 28 PR E131R Structure N - - -- 0 255 _ ±58.51" \ ti. _ t - r _ _ _ �"'� z - Man I _ \ »> u, , .. ; �--- Yp _, .,. � 36+75 Structure hoed e,C4 & - - - 11.95' <ry >- 11 - - - - .J �, S ucture NQ. 254 81 ft. \ _ - _ _ _ _ _ _ Inlet Type B15 & of 12 RCP ` - _ _ - -1 wi" +82.4 Cl. I.Dr. R `d.. _., . & " ; `� 8 = 39+25 Structure No. 265 Sta 39+25.isy 2rs PR E131R U , _, ft. of 12 RCP 37+60 28 PR E131R Structure No. 259 �11U, 14.0 o? 39+25 Structure'No. 266 _ - f--y �- Manhole T C-4 & �..; Inlet Type 8-15 & .� « ,�,. , >, . Type : « Q z 161 ft. of 1?" R tt 37♦60 Structure No.'258 8 ft. of 12" RCP Manhole Type C-4 & I Inlet Type B-15 & ExIST 96 ft. of 12" RCP Sta. 40+25.89 28' "PR E131R" +78.9 CI. I Dr. R 'd. App WW �9+25,�ufe-No. 2-71 1111 �, ' ,J. 8 ft. of 12" RCP , BEGIN LIFE "PRE-131R" Manhole Type C-4 & + - FREE-131R °° ,311-11 M 240 ft. of 12" RCP +72.0 CI. I Dr. Re 'd. _ P.O.T.�35'+26.58 "S # 1 ", 34.79', T W = 12.0' +58.49 40+25 Structure No. 270 r " Inlet Type 8-15 & I 1z w z I EX. R/W f� . 8 ft. of 12" RCP z M z � r .i. ..n. _ « k -s-.-1111-1 .> ... >. .I:. ,.11, > ., ,.;-. . , f . 6w Y r ... t , .. >.<...z ." E!a c.31 d.d r 6,j ,. E-,.. „�--.-„..u'«. .-.”. "¢,i• ':_e R,-;., -: t.r .,.3 `<s �«a' 4.1 <a,�, —,°.r ::. r z. > .s .S.. ,w- .« 4><: ._( a.Y, ,.:i- i,;, a,< < x..✓ _ ^,tiE „+,.:: ',,..w i,..d l,.n.r > _ « ' , tr°.a r E, F , ,v ."..� Lv.., .....:>s.=a t«u, {n«,, ,•,.Lail..,. w{ :._.«1 « ,... ,«. ">. rb" ;:'a t ,:... :"k .. n a .. ,_9 .., ._, -, 1., ,....... :. •. r. s ...... :.7- :. is t„ 'z ,} r r, „�, __ :- -,t w _s :-s :: .-s J _ } _. ;. _ > _ } } _ s _ i __ , _ _ i _ _ _. n _ _ _ ..,» a= F..n. r -.. _- _ , - __ C _- _ ... , > J }.. ........ _... ......... 11 94 _ _, 5 _ _ _ .,, 1 } a : - ,.,,. } _ - ..,. ..r . _ _. __... __.. __.. . __ _ _ , I 1 _ , } _, _ _ , w � . � _ _ < , i- „ _ , _ _. r _ r BE ,,; GI NE PR-E 1 ,_ „r, 13 R ,_ :,. _. a P.C. 35+25.64' RVI 38 45.54 _I 11 ELEV. 92 935 0,64 _ EL 91 ,52: } _ t 935 _ _ _ - . : - - _ . _ _ } } _ _ _ _ _ _ _ _ , _ } } _ } _ i _ _ _ } _ , t __ } _ _ , _ _ 925 _ _t 925 PROPOSED PROFILE' _ , _, _ _ , _11,_ _} _ } } ; _ } __ _ __ - _ , _11__} 0.35° - _ _ - - -'- - - -0.59 - - -_ -_ _ ,_-- , __ ,_ _-_ , _ ,__ -� - - � - - - - -- - - r --;_ __ _ � ___,_ _ � � _� __ EXISTING GROUND PROFILE _ _ _ - _ _ _ _ _. _ __ _ __ 915 — _ _ _ } _ _ I __11 i } } _ i f _ : , _ _ _ _ _ _11 1 _ -- _ _ _ __ _ -_-1-111 _,_ _ ,11_ _ ,_ __ _ __- _ --._ J _PROFILE OF PROF___ __ ,1-1 t --+_. _.j. .._ C) , STORM PIPE RT. ; _ _ _ __-- _ } __ ,_d- o ; i_ --- _ __11--- __ i __ _;- __ __ Ln_ _ P _ -- ( LOTTEt3 20__BELOW t} U _ - - r _ N ___ __ ---_, O } 05 _ __ __ __ i _._... y _._.. _. ,,__._. !. _, .... r� . N i __ __ �-*� -- _ Li + __ _ _ _ 5 11 _ _ - } N - _ . ___ .__, _ oC N 11 __. r N 11 I -- Ol . _ > - - i 11� 11 - 81 LFT. of _._,. _ m t }_. _ - 161 L of I , , kn V _ __ 9Ei LFT,_ of ___ 12___11 PI 4.3 _ ,� . __ _ @ % _r Pe 1 PI _1-11 2 e 0.3°10 __: __ __ t P_ - n '- 895 _ . 12 PI 0.3% -_ � @ _ l r _ ---- _ -I'll t , 895 -_. __ - _ _ - _ �, Ln-Ln 1.} ,� LA _ NN - ;_ ,..� _t_ _ ___ N M tD _ _ N i tt3 LA tif3 M _ -t-_-..__ -_._ n t • n ;fti 885 M, _ i Q1 N I'll_ CT► O� _. _ __ '� '"� _ +-� *-� ,-�_ ,--� C"L9 00 i 00 Ch , CI3 00 CIS 00885_ _ O1 p1 Q 1 Q1 CT1 p� ! __ .-i r� ,-i __.Cn Q1 , r-i l a _ _ __ __ _ , rn rn a, _- _ _ t _ � � , `11 In 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 O Bituminous Asphalt O Soddin Nurse M 9. rY OW Wedge and Level a�����"������°WTI°�°° a°rr�rrrii HORIZONTAL SCALE BRIDGE FILE P�\ YF�,S o CITY F 1..=20' \� O CARMEL 8_ OP Bituminous Recreational Path RC Roll Curb, Modified TA Truck Apron Q �i"srER" RECOMMENDED P �� No. Fo 1 FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION r C1 Concrete Curb & Gutter Type II J PCCP, 4" (Colored and Stamped Grid Pattern C4 Straight Curb $ * 1 60910005 * DESIGN ENGINEER DATE V=10' x - on 6" Compacted Agg, No.53, Base _ ,;O ..... STATE OF ::.� DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET 0 3 C2 Alternate, Concrete Curb & Gutter Type III (E Median End Treatment %�s.•'••.!V0.I V� �. LINE "PR-E-131R" 34 of 72 C3 Concrete Center Curb Type C 0 Letter Denotes Mod. Curb Ramp Type; Colored and Stamped s� o �0O0j�ai�i��i�uau�nNmAimnwe���u�����`\\�°\\\� a R Resurface Over Variable Depth HMA CHECKED: PWM CHECKED: VA PLAN & PROFILE CONTRACT PROJECT Model: PNP27a Drawing: p:\transportation120067400 shelboume rd130 sheetdrawings\10 basesetslR-PNP-0112(18-21).dgn 06-21 C) 0 0 ° C) N M d- Ln m 11 IF n Structure No. 272 Structure No. 275 h ► II u i l Existing Manhole Existing Inlet, Tie ►i ► II II 111 Structure No. 276 into Existing Manhole & Plug Remove Inside side Manhole hole Existing Manhole, &Adjust Casting to Grade g Plug at Manhole 24 ft g . of 12 RCP y r +78.62 _ z4i STM. SEW. +00.00 II II 0 32.15 60.00' - �4" RCP STN. SEW. — — — TIE INTO APP. +78.74 EXISTING R/W Q X24.15 - _ TO BE BUILT BY OTHERS TS-PH — — — — — — — — — — — — — — — — — — — — — — — — — — \ , C1 LINE "PR-E-1311:' __ _ - _ -------- — — — S 870 56'33" E of o S 870 04' 59"E + ° S _ , _ _ _ _ _ _ - — — — — — — — — — — — — - _ _ _ _ _ _ _ + 131ST STREET _ 100.01' - - C1 4� LINE "PRE-131R' R _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q — — — — — — — — — — — — — — — — — — — — — — — — — — — _ - - — — — — - - — — — - - - = - - = - - - - — — — — — - - - - z UJ p + _00 J _ rRW�..i _ — _ W 60 69 6 Structure No. 274 Z z Existing Inlet, Tie _ into Existing Inlet & ASPH Adjust Casting to Grade & �� z r Q °asT APP• 57 ft. of 12" RCP �� m 42+70, 45"'PR-E131R" Structure No. 273 ��� w r . a Manhole Type C-4 & v r +06.79 25 ft. of 12" RCP, z 70.87 Tie.into Exist. Inlet 1�1 m �i Q ► �► �. � _ _. . � - III ► ►I J SPH END CONSTRUCTION UJ P.T. TA. 42+69.05,, R-E-1 1 R Li z 945 45 , 935 _ 935 _ N END _ONSTRUCTIo , P.T. TA. 42+69.05, PR 1 1 R _ LE . 91 03 _ _ 2 925 , t X TIN R ND PR FILE 915 915 PROPOSED P OFILE 1 ...., .. ..... .....,. ...... t ..... ----------- RRQFILE- F PROP STQRM PIPE , o _ _ - , _ 905 __ (PLOTTED 0 BELOW DATUM},,_ __ _ 905 4 ..240 L . Of 895 : 895 is"!Pipe 0.3% � _; co CL ,--i t w I\ 00 , Imo_ _h� A__ __ _ , _ 885 a 885 �, �, �, �, _ _ , _ _ 41+00 42+00 43+00 44+00 45+00 46+00 47+00 HORIZONTAL SCALE BRIDGE FILE OR Bituminous Asphalt SO Sodding, Nursery OW Wedge and Level u�u�°""" w°°001Mv,, RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION °°°\QP��...........yE,ps o,G 1"=20' �P Bituminous Recreational Path RC Roll Curb, Modified TA Truck Apron ;�EGISTFR��, FOR APPROVAL 01-27-2010 = No. = DESIGN ENGINEER DATE 1'=10' x CD a 60910005 C1 Concrete Curb & Gutter Type II O PCCP, 4" (Colored and Stamped Grid Pattern) C4 Straight Curb SURVEY BOOK SHEET r on 6" Compacted Agg, No.53, Base D'.. STATE OF ::��� DESIGNED: VA DRAWN: SAJ L11V LINE '�PR-E-13 1 R�� 35 of 72 C2 Alternate, Concrete Curb & Gutter Type III Median End Treatment /� ' �DIAN.P� \\�\\P� OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped „b V /I/„'IWA11�1111�\\�\\\ CONTRACT PROJECT 0 C3 Concrete Center Curb Type C R1 Resurface Over Variable Depth HMA CHECKED: PWM CHECKED: VA PLAN & PROFILE 06-21 a. Model: PNP27b Drawing: p:Wansponation\20067400 shelboume rd\30 sheetdrawings\10 basesets\R-PNP-0112(18-21).dgn O O O O O O C) O O o o - o Jk + + + + + + N N N Lr) 00 N N Location Of Swale As Per Plans ABNEY GLEN, LLC Dated 02/22/06 For Abney Glen - Inst #2006-00010866 (Field Verify Before Construction) Elev. 899.4 Grade To Swale _. STA 2873.35 Str. No. 121A 4 A i z I Reconstruct M.N. (Field Verify) 23+87.98 Str. No. 105q _ ` . / Z Do Not Dlstrub - co Exist. Pipe CONSTRUCTION CONSTRUCTION LIMITS _ - I LIMITS - - - - EXIST App. WW E)aU APp- gW_ P. - - - - - -— - ' - - - - _ - _ (6 -- .� :« _ ao C14 00 _ G -, _ _ . tD + �D 5. kOi S Um RM54 �' ... cV ,.. N N Structure No. 1 w w dc-a 2 Ex 60 Meta Pt �c I/ (Not to be di bed} LINE "PR A" _ _ N SHE� L50RNE ROAD N 00 4'39" W� R S)/ 31 .54' .. I■) 11 T � Zo R �o - C2 �, �t,. C1 ..: I _ l ' m z _ N S r p _ _ _ Oa O --- - _.. __ - - aq _ ----------- -- - - - -- - - - - - - - - EXIST A - -- - - - - - _ _ 40' R/W _ - _ _.. - ,: CONSTRUCTION LIMITS I �- 895 6 _ _ _ � REMOVE 1 F 894 - 5( C(�NC.'PIPE _ +91.76 37.5 ft. CI. Dr. _ +64.83 ft. CI. Dr. m + z _ I N I Req d. . R d. _ Do Not Distrub I o, _ 00 1 - Exist. Pipe J. rend D �n _ 3.00' R - - `t 1 ` . � 3.00' R I -_ _ op 1O DETENTION POND z MICHAEL MALOY F,ro 00 I �, z Inst #1996-9616097 '.. `. 0 1 � M CPR �9 Bottom Elev. = 890.00 `" SADDLEBROOK AT SHELBORNE �' Q100 Elev. = 891.44 cD SECTION 1 ` 8� I Inst #2005-00077944 ` �'9F 3.00 R BOTTOM OF POND 00 i1� z NORTHING EASTING � I � �'9� I X=38222.59,Y=43921.31 I X=38217.46 Y=43923.45 z X=38218.19 Y=43988.50 Fri r—I ° ® X=38221.16 Y=43991.47 X=38285.78 Y=43992.24 3.00' 3.00' y EL. 895.0 EL. 895.0 \ 893 �°� m I z X=38287.95 Y=43987.13 3.1 roCore�d - - - - - - - - - - - - - - - - - �a�c�`ae \ - J 890. Ex. Ground � 0 0 , �9 0 'z Ex. Ground ;,, z � m SECTION A-A NOT TO SCALE CONTOUR INTERVAL = 1 ft ., DETENTION POND - Vf = 599.87 yd z a B Vc = 19829.10 yd 3 v Q �- m HORIZONTAL SCALE BRIDGE FILE d OR Bituminous Asphalt SO Sodding, Nursery OW Wedge and Level ,�a����°"""u" , _ - °? °\QP s'r �S RECOMMENDED „_ ' v� RF �./�J l G1 CITY OF CARMEL VERTICAL SCALE DESIGNATION � 0 Bituminous Recreational Path RC Rolf Curb, Modified TA Truck Apron � R °••��•- � FOR APPROVAL �� T 01-27-2010 o No' DESIGN ENGINEER DATE 1"=20' x C1 Concrete Curb & Gutter Type II O PCCP, 4" (Colored and Stamped Grid Pattern) C4 Straight Curb a 60910005 SURVEY BOOK SHEET on 6" Compacted Agg, No.53, Base STATE STATE OF ,'�� DESIGNED: VA DRAWN: SAJ PROPOSED DETENTION FOR 35A of 72 C2 Alternate, Concrete Curb & Gutter Type III OE Median End Treatment AND ANP ' c /�""ass �. A L ., `°\\\\� J. W. BRENDAL DRAIN OX Letter Denotes Mod. Curb Ram Type; Colored and Stamped � � CONTRACT PROJECT P YP P ga'iiriauenmmuimmnm�����°� CHECKED: PWM CHECKED: VA C3 Concrete Center Curb Type C (R1 Resurface Over Variable Depth HMA 06-21 a Model: eModel2d1nch Drawing: p:Uransponation\20067400 shelboume rd\30 sheetdrawings\20 Singles\R-DCD-POND.dgn 13+50.30 "S-121 A 14.21' RT 13+50 "PR-W121L" _ ' 14+00 "PR W121R" EL.= 909.27 13+99.99 "S-121-A", 2.25' LT. 13+48.15 "S-121 A",18.13' LT O p O O EI. 911.46 � 1 50.00 "PR W121L" = EL. 909.270 O O + + +, 14+00 , PR W 121 R - 13+49. S-121-A", 4.40' LT. O O ,-� ry 14+00.30 "S-121-A",13.74 RT EI.= 909.55 '� M M M + EL_911.14 z +3+50. , P = 1R = M Ln 110 14 43.92, PR W121R - z 3+50.00 ' 12 -A--,1 29 LT M M 13+32.16 "S-121-A", 177.63 RT.= 14+55.40 "S-121-A" 8.51 RT LE. 9.58 14+00 "PR W121L" = 14+12.94 "S-121-A" 101.12' LT.= + _ EL. 913.51 3+95.91 "S-121-A",28.09 LT 34+15.76 "A", 144.68 LT. 14+72.24 "S-121-A" 2.16 RT.= EL. 911.06 13+32.16 "S-121-A" 177.63 RT.= 33+12.98 "PRA", 84.75' LT. 4+0 ,"PR W121L" _ 31+36.86 "PRA", 224.00' LT. EL.= 913.87 13 9.1 "S- 1-A",12.51 LT EL. 911.38 14+69.02 "S-121-A" 25.18' LT.= 14+50.02 "S-121-A", 164.24' LT.= 46.4 1R' _ 4+54.28 ,"PR W121L" = 33+40.16 "A", 88.13' LT. 34+79.10 "A", 108.00' LT. 4+ .17 "S-121-A" 27.45 LT EL.= 913.69 14 1 1 "S-1 ', 20.13' T EL. 913.3 14+34.08 "S-121-A" 173.76' LT.= 14+88.46 75-121-A" 25.31 RT.= 34+88.53 "A", 124.00' LT 32+89.91 "A", 68.41' LT. ��0 EL.= 914.06 14+66.33 "S-121-A" 64.18' LT.= 81 PR 'rdo 1 +46. = ��- 1 +37. "S-12 .97' LT 9 3 13 R- 33+79 A", 91.06' LT. L.= 912.17 LOW POINT 14+75.81 40.10. RT "PRA" 14+85. 1 "S- 32+59.85 "PRA" 32+75.05 , 81.0' LT "PR-A" 33+73.551 "A",S 121-A71.8"", 552' LT.= 8 8.. 46.44' EL.= 913.67 EL.= 913.49 EL.= 913.89 � t, r W p o °o- °° 0 15+21.31 "S-121-A" 7481' LT.= o 0 32+50.00 "PR S121L" = ° 0 33+90.12 PRA , 36.16 LT. 32+00.00 "PR-S121L" = P 32+44.90 "PRA 36.96' LT EL.= 913.80 pp - 31+94.49 "PRA, 32.49' LT EL.= 912.88 po' 31+00.00 PR S121L EL.= 912.44 'y 31+00.00 "PRA, 24.00' LT 32+50.00 "PR S121L" _ 34+08.06 "A" 34+50.00 "PR N121L" _ 32+00.00 "PR S121L" = 19g cc p� 37.62' LT 34+54.55 "A" 29.95' LT EL.= 911.16 „ _ 32+36.89 "PRA 50.82' LT � o �. 1 EL.= 913.44 31+50.00 PR 5121E 31+99.10 PR A, 17.17 LT o '�'.CIQ EL.= 912.90 31+49.02 "PRA 24.37' LT EL.= 912.76 EL.= 913.01 u; - � 34+12.82 "PR- 121L" 34+50.00 "PR-N1211:' _ EL.= 911.74 1 +80.63 "S- 21-A" = 34+26.89 " , 45.26' T 33 34+49.09 "A" . 68.09 "A", 6.70' LT ,� = 913 ' 12.61' LT 31+50.00 "PR-S121L" = EL. 913.49 hip EL.= 913.22 31+49.99 "PRA 8.40' LT 15+13.96 "S-121-"A", 37.84' T.= 1 35+00.00 „A " 35+00.00 "A ' 32+77.49 "PR 'A" 42.86' LT. 24.00' LT. 8.00' LT. EL.= 912.06 EL.= 914.25 El.= 912.97 .00. P, w STA 33+33.31 "PRA" EI.= 912.65 31.54' LT. 0 M P.I. STA 33+15.54 "PRA"= 3 + .54 "A" 31+00.00 "PR S121L" = 18.00 2.00 5� Op' R m = STA 15+57.00 "S-121-A" 18. 0, _ _ - _ EL.= 911.48 not 0 32+51.22 If R-A', .44' LT •�00 0 0 N EL.= 913.84 CD V ° N 3.00' R o0 33+59.43 "A", 19.12' RT V-4 N ni LINE "PR-A" 2 EL.-914. 3 N 0° 04' 39" - go, 0° 00' 33" E SHELBORNE ROAD LINE "A" &SECTION LINE 15+48.59 "S-121-A" 34.18' RT.= 32+81.32 PR-All 8.24 LT. 31+00.00 "PR-S121 2' = b c c EL.= 914.48 31+00.00 "PR-A, 8.03' RT o °� o N N p , c c p 6 EL.= 911.48 ° N O N o6 O 31+00.00 "PR S121L" = \35+00.00 "A" 35+00.00 "A" 31+00.00 TRA 24.03 RT = 33+97.04 "A" 24.00' RT. 8.00' RT. 32+00.00 PR�S121R EL.= 911.16 31+99.71 PRA , 0.58 LT 8.00 RT EI.= 912.66 EI.= 912.98 31+50.00 "PR S121R" = EL.= 913.68 EL.= 912.88 ° 34+50.00 PR N 121 R 31+50.10 "PRA", 7.67' RT o _ „ EL.=912.08 $ o° 32+98.5 "PRA" 15+55.92 "S-121-A 66.21' LT.= 34+50.00 "A" 8.00' RT 13.59' RT 33+81.74 A 1.49 LT 32+04.03 "PR S121R" _ � o EL = 914.66 "All, EL.= 913.28 31+50.00 "PR-S121R" -_ 32+04.03 PRA, 14.83 RT EL.= 914.04 EL.= 912.56 34+50.00 "PR N 121 R" = 31+50.99 "PRA, 23.64' RT 32+63.50 "PR-S121R" - 32+87.44 "PR-A" 27.91' RT ° 34+50.00 "A", 24.00' RT EL.= 911.76 32+64.89 "PR-A" 0.90' LT EL. 914.30 °o. EL.= 912.96 32+48.12 "PRA, 32+50.00 "PR S121L" _ EL.= 914.12 HIGH POINT � 12.29' RT EL.= 913.44 STA 32+32.98 "PRA" 93.88' RT. 33+67.68 35.12' RT "A" ELEV=913.88 15+57.00 "S-121-A" 84.37' RT.= 32+31.69 PR-A., 110.93 RT. 15+57.00 "S-121-A" 97.18' LT.= 34+13.49 "A", 124.00' RT. a P J Q m d HORIZONTAL SCALE BRIDGE FILE llllk /o o 0\ QP� �ISTfR s' '� RECOMMENDED , } y'v CITY OF CARMEL 17 20' FOR APPROVAL 01-27-20101 VERTICAL SCALE DESIGNATION 609N 0005 '• DESIGN ENGINEER DATE * : * = 1X20' x SURVEY BOOK SHEET 121 ST STREET ROUND ABOUT T D '•. STATE OF �� DESIGNED: VA DRAWN: SAJ 36 of 72 a °���yiivammmimimiunn��" CHECKED: PWM CHECKED: VA GEOMETERY & SPOT ELEVATION SHEET CONTRACT PROJECT Model: sheet 1 Drawing: p:uransportation120067400 shelboume rd130 sheetdrawings\20 singles\ROUND_GEO.dgn x 06-21 F-- • ° o C) ' + ° oo ° o 00 + ° 0 0 LO to T--1 + [V to 8+76.00 "S-126-A 97.47' LT.= 58+52.73 "A", 124.00' LT. 8+94.88 "S-126-A 92.07' LT._ 60+42.51 10+04.18 "S-126-A 51.97' LT.= 60+02.67 "A", 4.05' RT. Sta 57+50.00 Off 23.99 Sta 58+00.00 EL.= 921.15�, EL.= 920.68 Off 24.00 °0 10+10.73 "S-126-A 35.20' LT.= EL.= 920.96 °o_ �� 59+85.92 "A", 10.65' RT. � 9+63.10 S-1=26,-A552.91' T.R = EL.= 921.51 W 58+98.56 "A", 35.12' LT. EL. = 921.57 c EL.= 921.78 Sta 57+50.00 58+69.19 "A" %6 9+80.88 "S-126-A 43.81' RT.= P.I. STA 59+50.69 "A" Off 8.00 8' 0 59+06.80 "A", 19.12' . = STA 10+00 "S-126-A" EL.= 921.00 EL.= 921.82 EL.= 922.14 EL. = 921.51 o° Sta 58+00.00 Sta 58+50.00 EL. = 921.65 59+67.31 "A" o Off 8.00 Off 24.01 35.12' EL.= 921.28 EL.= 921.73 EL.= 921.42 Sta 61+48.72 Sta 0+48. Sta 60+96.76 Off 22.64 5.10 Off 15.20 EL.= 918.34 L. 9 .39 EL.= 919.14 oo, o0 Q Sta 58+50.00 tip' k ° N Off 8.00 EL.= 921.65 Sta 61+50.00 0 LINE Sta 61+00.0 Off 6.69 R o " A" Off 0.4 EL.= 918.66 r' N SHELBORNE ROAD N 00 00' 3" E � • EL.= 919.4 0 LINE "A" 0+01.23 "S-126 A, 66.21' RT= o° o° 0 58 0.14 "PR-S126R" 0.00' 18 p p, 58+84.49 "A", 1.49' RT. •00, R c�i ° 58 0.00 "A" 10.16' RT. EL.= 922.18 3 El.= 21.25 2.00' Sta. 59+32.92 "A" Sta 61+50.000 9+80.88 "S-126 1' LT.= Sta 60+ 0.00 co ° Sta 58+ 31.54' Rt. 59+59.05 "A", 1 1 T. Off 9.3710 o __ EL.= 921.78 18.00' Off 1 .86 Sta 61+00.00 EL.= 918.66 N Off 33.29 3 + 2.00' 57+50.00 "PR-S126R" 0.00 RT. Op R +76.35 "126-A", 38.55' RT. EL.= 920 1 Off 16.83 _ 57+50 "A" $.00 RT. L.= 921.50 EL.= 919.4 H.= 921.00 +00.07 "PR-S126R" 16.00' RT.- .= 921.93 OQ� 31+49.19 "A" 25.85' RT. ¢ 3.00' R 60+50.00 E1.= 920.93 Sta 58 .72 �� 57+50.00 "PR S126R" 16.00 RT= Off 46. � � w tz Off 31.15 57+50 "A" 24.00' RT. EL.= 1.42 0 ch H EL.= 920.1 Sta 61+51.33 El.= 920.68 58+ 49 "A" � z Sta 60 Off 25.31 76' z Sta 1+03.38 EL.= 921. Off 46.20 ff 32.46 EL.= 918.34 EL.= 920.11 EL. 919.10 10+65.96 "S-126-A 63.28' RT.= ,�O 10+50.49 "S-126-A 54.66' LT.= 58+87.67 "A", 66.20' RT. •y0• ,LO X40, 6Q+05.47 "A", 50.36' RT. o EL.= 921.77 EL.= 920.92 o°. 0+78.30 "S-126-A 79.15' RT.= o 0 58+71.85 "A", 78.60' RT. 10+45.93 "S-126-A 37.24' LT= °- EL.= 921.37 59+88.0V" C) c w EL.= 921.28 0 a o 0 °o_ 10+71.93 "S-126-A 22.26' p 59+73.13 "A", 71.87' RT. OO 10+82.96 "S-126-A 42. ' RT. EL.= 921.08 59+08.66 "A", 83. 2' EL.= 1.55 �; 10+83.85 "S-126 A 35.79' LT.= 10+99.22 "S-126-A 50.07' R = 59+86.69 "A", 83.76' RT. 59+01.00 "A", 99.41 R . 1 50.00 ��O EL.= 920.72 (LOW POINT) EL.= 921.1 0 1.31 w 10+86.31 "S-126-A 2.33' RT.= ��•Q EL.= .75 00 59+4$.70 "A", 86.32' RT. c EL.= 921.27 X6.00 Sta 11+50.00 d- 0 11+03.63 "S-126-A, 2.58' LT= 14+00.58 "S-126-A, 231.01 LT.= 2,p0' L.= 918.68 000 59+53.53 "A", 103.62' RT. + Sta 11+54.71 Z EL.= 920.91 Off 46.60 16. 0' m 11+54.02 "S-126-A 186.26' RT.= EL.= 918.83 Sta 11+50.56 57+65.03 "A", 154.75' RT. Off 7.15 11+53.97 "S-126-A, 107.09 LT.= 918.60 + C, It \� W umnn / o Q :• ............. c �A GI STrkF .s' G� SCALE RECOMMENDED rn HORIZONTAL BRIDGE FILE _ No. FOR APPROVAL 01-27-2010 CITY OF CARMEL 1"=20' s DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION * 60910005 ' O`,, STATE OF ;% DESIGNED: VA DRAWN: SAS 1'=20' x 126TH STREET ROUND ABOUT SURVEY BOOK SHEET // ns�0..A.. F��o`�\o a 37 of 72 �,����,�IIII�I„" CHECKED: PWM CHECKED: VA GEOMETERY & SPOT ELEVATION SHEET Model: sheet 2 Drawing: p:Uransportation120067400 shelboume rd\30 sheetdrawings�20 singleslROUND -G CHECKED: CONTRACT PROJECT 06-21 °o °o D 0 0 0 D) 0 0 0 + + + N 00 0% 000 000 00 00 00 Sta. 85+47.03 "Al Opp 156.79' Lt. 2,00 16 pp, 16 p0 Z.pp, 2,p0 Sta. 87+51.44 "A" 37.68' Lt. Sta. 87+76.51 "A" Sta. 85+20.82 "A" 86+77.73 "A" 80.95' Lt. 73.58' Lt. 28.36' 100.00' R EL.= 920.16 Ce 34+07.58 "PR-131-A", 91.59' LT.= Sta. 85+68.70 "A" 86+71.58 "A", 11.45' LT. o 59.17' Lt. EL.= 920.52 0 86+11.25 "A" Q 32.99' 00� EL.= 919.63 86+27.79 "A" 28.83' W o EL.= 919.90 87+15.10 "A" 3.35' 85+82.21 "A" ° °- EL.= 902.38 14.49 �' O L.= 920 X00 0o p ° N o6 O N 86+16. "A" 87+24.55 "A" 23.77 22.77' "PR-S131L" - E .= 919.84 EL.= 902.52 s5+00 o N 0° 04' 17" SHELBORNE ROAD N 00 00' 46'1 W LINE "All LINE "A" &Section Line 5+00 86+ 4.86 "A" N 9 \34+07.04 "PR-131-A". 38.41 L = o L.= 919.20 0 8 c o 86+33.62 "A", 11.80' LT. 0 S+0p o EL.= 920.26 N "PR S MR- N p0 34+40.17 "PR-131-A" 18.77' LT.= a, 2 5+ "A", 1.4 RT. ? o o° -00, EL.= 920.46 "PR N131L" tQ 18.•O 00 34+64.51 "PR-131-N', 14.80' RT.= 85+95.21 "A", 45.80' RT. 'OO, 85+77.20 "A" EL.= 920.63 � No 46.96' °- C.1 L.= 920.27 53 Op 2 0' 18.00' nl 6' . 131R, o Sta. 86+52.09 "A" „QRN 42.12' RT. p 34+47.02 "PR-131-A" 126.90' LT.= 87+07.16 "A", 27.41' RT. EL.= 920.88 + o° 85+77.20 "A" 46.96' 0 0 ai 87+17.78 "A" '~ 78.31' 0 4' 86+79.32 "A" EL.= 920.81 35+10.91 "PR-131-A" 43.65' LT.- °o $ 92.19' Sta. 841378 ,�.77 Rt. 86+24.43 "A", 91.96' RT. �o ni �p� EL.= 921.23 EL.= 921.00 31 34+89.21 "PR-131-A", 121.41' LT.= 86+87.92 "A" 87+02.02 "A', 69.63' RT. 50 gip' R 86+15.70 "A" 108.01' EL.= 921.17 107.70' 86+40.48 "A" EL.= 921.02 EL.= 920.64 125.15' EL.= 920.86 35+18.20 "PR 131-A", 75.07' LT.= Sta. 85+05.91 "A" W 86+55.92 "A", 98.99' RT. 138.46' Rt. °i EL.= 921.22 M 2.00► 2.00' 16.00 0' 16.00,Z . 2. 0, J 10000'R 1rs0 Sta. 87+48.89 "A" a *i O 187.91' Rt. rn '-' a a a = CL d d W W P lL z Z a z m o_ T \�auuu�uumnuuuuuururHORIZONTAL SCALE BRIDGE FILE •:RAG 15 Tf%��rO'-S GO RECOMMENDED CITY OF CARMEL 1"-20' VERTICAL SCALE DESIGNATION N O. FOR APPROVAL 01-27-2010 DESIGN ENGINEER DATE 1'=20' x 60910005 g0`•.• STATE OF ;'�� DESIGNED: VA DRAWN: SAJ 131ST STREET ROUND ABOUT SURVEY BOOK 38 SHEET 72 e ',mss'' .iNDIANP: \\�� ION CONTRACT GEOMETERY & SPOT ELEVATION SHEET CONTRACT PROJECT CHECKED: PWM CHECKED: VA a 06-21 Model: sheet 3 Drawing: p:\transportation120067400 shelboume rd130 sheetdrawings\20 singleslROUND_GEO.dgn O O O O O 0 o O O O Ln N N N N N 45 BEGIN INCIDENTAL CONSTRUCTION STA 20+50.00 "PR-A" R2-1 0 0 0 0 N O 49 d Ln BEGIN PROJECT + S STA 21+22.00 "PR-A" 8 7 7B 47 N LINE "PRA" N 00 04' 39" W " SHELBORNE ROAD Q + N W c 47A z I� 49 R4-7 J � U Q R2-1 45 O O O O O O O O O O O O o 00 M o N N N N M M 45 45 _ R1-1 RI-1 CD O ■ Ln Ln + 49 49 N Q Q o R6-1 (R) Cn LINE "PRA" R6-1 (R) N 0 04 39 W uj SHELBORNE ROAD W IZ Z _ V � a Q W2-6 WITH W16-11 (121ST ST.) W13-1 (15 mph) a a m * ALL SIGNAGE TO FOLLOW CITY OF CARMEL STANDARDS. PAVEMENT MARKING LEGEND T \\\�\\\��u� uuiiuumu� ,U�/,,// BRIDGE FILE -.....5?f s , �'! CITY OF CARMEL °=20' LANE INDICATION ARROW, THERMOPLASTIC :tea P �� R � °'� RECOMMENDED 37A PAVEMENT MESSAGE MARKING O 24 SOLID WHITE CROSSWALK LINE, THERMOPLASTIC 50 8 Dotted White Thermoplastic Line �� No �O FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION CD � DESIGN ENGINEER DATE x 376 WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line g * 60910005 ' = SURVEY BOOK SHEET 38A 47A 4"SOLID YELLOW THERMOPLASTIC LINE TWO-WAY BLUE SNOWPLOWABLE ':. STATE OF :`�tv DESIGNED: BRS DRAWN: BRS O 4 SOLID WHITE THERMOPLASTIC TRANSVERSE LINE O a { y' S �\\\\,� PAVEMENT MARKINGS 39 of 72 o RAISED PAVEMENT MARKERS �,p '' �.ND I ANP•' V 38B " 49 6" SOLID WHITE THERMOPLASTIC LINE TWO-WAY YELLOW SNOWPLOWABLE '��oi���������NIIIAIl�1 1U\\\��e�o°`0� & SIGN DETAILS CONTRACT PROJECT 12 SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 4 RAISED PAVEMENT MARKERS CHECKED: VA CHECKED: PWM 06-21 al�Model: PVM01 Drawing: pAtransponation\20067400 shelboume rd\30 SheetDrawings\10 BaseSets\R-PVM.DGN O � O ON 4' POST , O CD ° ° ° + ° O O N �" Rl-2 + + + M M � M M w11A-2 D3-1 _ ' 50 W16-11 (121ST ST.) ' Ln 51 ; W13-1 (15 mph) O z w O 44 M � O O Ln c O fr) TI M z '-o + Q ♦ M FSHELBO Q W 51 44 Z W 44 Ili 7 z _ ♦ D3-1 PI U � _j Q U RI-2 Q W11A-2 O °o O O O °CD o+o + C= O ° M M O� N M O O O O O 'n C) + of + M M Q V' (l) Q W w Cn H LINE "A" W z J SHELBORNE ROAD N 00 00' 33" E J U _ Q g 37 U � Q SCHOOL ZONE S1-1 Speed Limit R2-1- 25 mph 7:00 AM to 7:00 PM a * ALL SIGNAGE TO FOLLOW CITY OF CARMEL STANDARDS. m , � PAVEMENT MARKING LEGEND LANE INDICATION ARROW THERMOPLASTIC � 37A PAVEMENT MESSAGE � 44 24" SOLID WHITE CROSSWALK LINE THERMOPLASTIC 5 8" Do W My 0' HORIZONTAL SCALE BRIDGE FILE SAGE 0 tied Whi a\\\�0�\\\\\\\\\N\\AIANII � f , � O MARKING O to Thermoplastic Line ?: ��\s rER�o.s % W CITY OF CARMEL RECOMMENDED 1"=20' Na FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION 0 37B WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC DESIGN ENGINEER DATE 51 27" Solid White Yield Thermoplastic Line g * 60910005 * s x 38A 4"SOLID WHITE THERMOPLASTIC TRANSVERSE LINE 47A 4"SOLID YELLOW THERMOPLASTIC LINE TWO-WAY BLUE SNOWPLOWABLE SURVEY BOOK SHEET c y O '., STATE OF ::��e DESIGNED: BRS DRAWN: BRS `.,'s PAVEMENT MARKINGS ao of 72 RAISED PAVEMENT MARKERS �' '' •.!•y . 38B 12" SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 49 6"SOLID WHITE THERMOPLASTIC LINE TWO YELLOW SNOWPLOWABLE %„ S�' D AN, \\\\\\\\\o ����rr°rryrr�i�umiAuunn�`\ & SIGN DETAILS CONTRACT PROJECT o_ � RAISED PAVEMENT MARKERS CHECKED: VA CHECKED: PWM ef:Mod PVM02 Drawing: pAtransportatioM20067400 shelboume rd130 SheetDrawings110 BaseSets\R-PVM.DGN 06-21 °o ° C) °o o o° o Ln to N 00 c M R2-1 + + 0 0 0 0 L Ln + + M 8 7 QLINE "A" N 0° 00' 33" E SHELBORNE ROAD Q W uj Z Z 7 -17 7 _ =230= QQ--------- SCHOOL ZONE C) S1-1 M M Ln In 45 R1-1 °o ° C) °o o °a °o Ln Ln Ln Ln Ln 0 0 C) o 0 0 L Ln Q Q LINE "A" N 00 00' 33" E SHELBORNE ROAD (0 W Lu Z z FBI I--i J J U U Q Q W2-6 WITH W16-11 (121ST ST.) W13-1 (15 mph) a m PAVEMENT MARKING LEGEND HORIZONTAL SCALE BRIDGE FILE N \\\\\�p\\\V\\\\\\1\IUIIIIIIIIIIIIIIIII/1/I///////// �j//// v, 1"=20' LANE INDICATION ARROW, THERMOPLASTIC " N Q.. RECOMMENDED CITY OF CARMEL 37A PAVEMENT MESSAGE MARKING O 24 SOLID WHITE CROSSWALK LINE, THERMOPLASTIC 50 8 Dotted Wilite Thermoplastic Line =`�� RfO ' �� FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION No' DESIGN ENGINEER DATE X 37B WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line 60910005 .` SURVEY BOOK SHEET 38A 4"SOLID WHITE THERMOPLASTIC TRANSVERSE LINE 47A 4" SOLID YELLOW THERMOPLASTIC LINE TWO-WAY BLUE SNOWPLOWABLE o srarE of ::�� DESIGNED: BRS DRAWN: BRS `o RAISED PAVEMENT MARKERS ��o�s�%AND A...... A` PAVEMENT MARKINGS 41 of 72 ANL \\°\ 38B 12" SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 49 6"SOLID WHITE THERMOPLASTIC LINE � TWO-WAY YELLOW SNOWPLOWABLE & SIGN DETAILS CONTRACT PROJECT '/"////����a//ui/I� A ullllluuu ° a RAISED PAVEMENT MARKERS CHECKED: VA CHECKED: PWM 06-21 Model: PVM03 Drawing: pAtransportabon00067400 shelboume rd\30 SheetDrawings\10 BaseSets\R-PVM.DGN C) °o °O °O °O °O o 00 o Ln Ln o �o SCHOOL ZONE S1-1 Speed Limit R2-1- 25 mph 7:00 AM to Ri-2 W1 IA-2 7:00 PM O O LLn LOn �L. D3-3 , Ln 50 ko Q LINE "A" N 00 00' 33" E SHELBORNE ROAD LINE "A" ♦ 51 . _■ Q Q 44 W W Z W Z J 44 ` w Mr Q 51 _ W 11A-2 ' 44 � 50 � D3-3 R1-2 � R6-1(R) O O O O O O (V M Ln O r%% %o to to 910 go W2-6 WITH W16-11 (121ST ST.) W13-1 (15 mph) C) °o C5 � o + Ln 47A 38B Q I-0 Q LINE "A" 49 N 00 04' 17" W SHELBORNE ROAD (n 49 z J 2 = Q END PROJECT END INCIDENTAL Q R4-7 STA 65+00.00, LINE "A" STA 66+00.00, LINE "A" d Q m PAVEMENT MARKING LEGEND HORIZONTAL SCALE _ BRIDGE FILE 1. \\\\\\\10�11a������u"umniSiTFniwnini�iiUs� lt 37A LANE INDICATION ARROW, THERMOPLASTIC O 24"SOLID WHITE CROSSWALK LINE,THERMOPLASTIC 50 8" Dotted White Thermoplastic Line ,� ���" QEp %y RECOMMENDED CITY OF CARMEL PAVEMENT MESSAGE MARKING FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION M N0' DESIGN ENGINEER DATE x 37B WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line _ 6091 0005 SURVEY BOOK SHEET " TWO-WAY BLUE SNOWPLOWABLE ':, STATE OF DESIGNED: VA DRAWN: SAJ c 38A 4" SOLID WHITE THERMOPLASTIC TRANSVERSE LINE 47A 4 SOLID YELLOW THERMOPLASTIC LINE RAISED PAVEMENT MARKERS ''�,, ss � ��°tee PAVEMENT MARKINGS 42 of 72 �' ' •..i a..• ND AN, V & SIGN DETAILS CONTRACT PROJECT TWO-WAY YELLOW SNOWPLOWABLE "0vair, iiiAiiior�"�\\ CHECKED: VA 388 12" SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 49 6" SOLID WHITE THERMOPLASTIC LINE � CHECKED: PWM RAISED PAVEMENT MARKERS 06-21 Model: PVM04 Drawing: p:\transportabon\20067400 shelboume rd\30 SheetDrawings\10 BaseSets\R-PVM.DGN C) °O °0 °o o °o O N M In 00 00 00 00 00 00 O O O O L Ln 00 0*1 Ln SHELBORNE ROAD LNE "A R4-7 Q Q N 0 o 04 17 W W � 49 � z 47 z _J $ J Q , Q W 11A-2 O O O O O O W11A-20�- + + + + + �O 44 44 00 0% O 00 00 00 0% Ch R1-2 O 51 AAA1 O 0 44 117 END CONSTRUCTION + D3-1 STA 90+68.00 "A" END INCIDENTAL U) R1-2 CONSTRUCTION 00 50 W11A 2 STA 91+50.00 "A" Q N 00 04' 17" W N 0° 0 ' 46" W LINE "A" 49 SHELBORNE ROAD mom W Z , �� 49 H _ J D3-4 50 g 47 X: 7 51 = R4-7 Q 44�� 51 s D3-4 00 44 ;0t R1-2 R6-1(R) M \ PAVEMENT MARKING LEGEND HORIZONTAL SAL BRIDGE FILE LANE INDICATION ARROW, THERMOPLASTIC �° s���N N \\\\\\\\\a\\\\\\\\� uQlvll1lll 1"=20' c O „ ' O „ ja QP•`'�1STfR'FR RECOMMENDED CITY OF CARMEL 0 37A 44 24 SOLID WHITE CROSSWALK LINE THERMOPLASTIC 50 8 Dotted White Thermoplastic Line ��- Fo~••. VERTICAL SCALE DESIGNATION PAVEMENT MESSAGE MARKING FOR APPROVAL 01-27-2010 o No' DESIGN ENGINEER DATE x 376 WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line g 60910005 4, SURVEY BOOK SHEET " TWO-WAY BLUE SNOWPLOWABLE o'., srarE of DESIGNED: BRS DRAWN: BRS PAVEMENT MARKINGS 38A 4"SOLID WHITE THERMOPLASTIC TRANSVERSE LINE 47A 4 SOLID YELLOW THERMOPLASTIC LINE 43 of 72 `o RAISED PAVEMENT MARKERS S�' • • �� & SIGN DETAILS CONTRACT PROJECT " TWO-WAY YELLOW SNOWPLOWABLE �iS�uiiiiuri��NnlAuunn����\`u`\�Q\G\\\\\o 38B 12" SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 49 6 SOLID WHITE THERMOPLASTIC LINE CHECKED: VA CHECKED: PWM RAISED PAVEMENT MARKERS 06-21 Model: PVM06 Drawing: p:\transportation\20067400 shelboume rd\30 SheetDrawings\10 88seSets\R-PVM.DGN C) 0 ° o0 0 0 °o ° N Lf) M M M M M 47A 18" 12" IV 38A 121st STREET Z N 00°0 R1-2 121st ST. SHELBORNE RD. D3-1 0 w SHELBORNE RD. DETAIL N 51 R4-7 15 15 Ln W1 1A-2 - �� , M.P.H. M.P.H. D3-2 rn 1ti M.P.H. WITH W2-6 WITH 2.00 W 16-I 1 & W 16-I 1 & R4-7 W13-1 W13-1 ONE :01 R6-1(R) o D3-1 R1-2 SPEED 00, 44 LIMIT DETAIL 51 1451 S1-1 R2-1 R1-1 W11A-2 Go � 2'-0 R6- 50 1(R) � 50 ON 4' POST DETAIL R1-2 D3-1 a W 11A-2 W3-2a 50 . to 51 ; ' w Z w , J' M 00 Ce , 44 �0 ` O t • ro M 44 NO° 04' 39" W z NO° 00' 33" E SHELBORNE ROAD 44 NO° 04' 29" W 51 : ♦ 50 � NO° 00' 33" E • �, � 44 D3-2 R1-2 W11A 2 J a M HORIZONTAL SCALE BRIDGE FILE PAVEMENT MARKING LEGEND \\\\\\\\��4\\P NNIVIIIII IIIIIIIw6.. / / CITY OF C��RMEL 1"-20' LANE INDICATION ARROW, THERMOPLASTIC 44 24" SOLID WHITE CROSSWALK LINE THERMOPLASTIC 50 8" Dotted White Thermoplastic Line �a� ::��GI S if pEO, Li�� RECOMMENDED Cjy '. T VERTICAL SCALE DESIGNATION 37A PAVEMENT MESSAGE MARKING O p No. s FOR APPROVAL 01-27-2010 X -_ DESIGN ENGINEER DATE 376 WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line 60910005 SURVEY BOOK SHEET 47A 4"SOLID YELLOW THERMOPLASTIC LINE TWO-WAY BLUE SNOWPLOWABLE O STATE OF �� DESIGNED: SAJ DRAWN: SAJ PAVEMENT GS 44 of 72 C �8)A 4"SOLID WHITE THERMOPLASTIC TRANSVERSE LINE RAISED PAVEMENT MARKERS //�°°��o„sS�pNAL PFD\\\\\\\ & SIGN DETAILS-121st ST. RAB CONTRACT PROJECT ����r�iaarnu�umlimnnm�������°°pQ 06-21 38B 12" SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 49 6" SOLID WHITE THERMOPLASTIC LINE � R�AISEDAPAVEMEN1T MARKERS WABLE CHECKED: VA CHECKED: PWM EL _ . Model: 121ST RB Drawing: pAtransportetion120067400 shelboume rd\30 SheetDrawings110 BaseSets�R-PVM.DGN C) 0 0 0 0 °o °o 0 C) + + + + + + ,..1 N .IIIIIIIIII.IIIIIII� %D W11A 2 R F D3-2 44 , R4-7 38B 47A � 50 LINE "A" o � �� LINE "A„ � 51 � .. SHELBORNE ROAD N 0 00 33 E -sib 7z IV 44 OF N tj V W w 44 ` Z N W11A-2 51 44 ' � 50 D3-2 R1-2 R6-1(R) ON 4' POST 50 • vv,, 51 R1-2 D3-3 W 11A-2 44 44 nl:lo 126th STREET R1-2 1126th ST. SHELBORNE RD. D3-3 15 15 IFSHELBORNE RD. M.P.H. M.P.H. D3-2 W2-6 WITH W2-6 WITH W 16-I 1 & W16-11 & W13-1 W13-1 ONE WAY R6-1(R) SPEED LIMIT 4• o R2-1 R1-1 W11A-2 a m Q M HORIZONTAL SCALE BRIDGE FILE PAVEMENT MARKING LEGEND • r n �a GUW........ �s//ii,�// I _ t 37A LANE INDICATION ARROW, THERMOPLASTIC 44 24" SOLID WHITE CROSSWALK LINE,THERMOPLASTIC 50 8 Dotted White Thermoplastic Line ::�� eo.. �` RECOMMENDED /�✓J`/I CITY OF CARMEL VERTICAL SCALE DESIGNATION ° O PAVEMENT MESSAGE MARKING O O z No. FOR APPROVAL 01-27-2010 X w _ DESIGN ENGINEER DATE 37B WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC 45 24" WHITE STOP LINE, THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line 60910005 SURVEY BOOK SHEET STATE OF DESIGNED: VA DRAWN: SAJ 47A 4" SOLID YELLOW THERMOPLASTIC LINE TWO-WAY BLUE SNOWPLOWABLE PAVEMENT MARKINGS 45 of 72 38�► 4" SOLID WHITE THERMOPLASTIC TRANSVERSE LINE RAISED PAVEMENT MARKERS ,,�r ' ENO I ANP '.�� \e CONTRACT PROJECT ° ���0"�oi�,s/�!/U�aNIIIAIll. �"°�°� & SIGN DETAILS -126th ST. RAB 38B 12" SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE 49 6 SOLID WHITE THERMOPLASTIC LINE TWO-WAY YELLOW SNOWPLOWABLE CHECKED: PWM CHECKED: VA 06-21 o RAISED PAVEMENT MARKERS a. Model: 126TH RB Drawing: p:Vmnsportation\20067400 shelboume rd\30 SheetDrawings\10 BaseSets\R-PVM.DGN O O O O C O O + O O O O O O �--� N M d- n Ln t D M M M M M M M W11A-2 clan io 131st STREET �' 0 4.4 R1-2 D3-4 0 44 1 ST. FSHELBORNE RD. SHLEBORNE RD. J� z 15 15 ' M.P.H. M.P.H. D3-2 W2-6 WITH W2-6 WITH R4-7 W16-11 & W16-I1 & ONE WAY R1-2 W13-1 W13-1 R6-1(R) IA I SPEED 51 LIMIT ® 00 00 J 45qIm 50 D3-2 R2-1 R1-1 W11A-2 Rl-2 W 11A-2 W2-6 W16-I1 W13-1 R6-1(R) , (Signs Placed at ' D3-4 50 Sta. 41+00 See Summary Table) 0 ` 0 49 51 C) 131st STREET ` 44 44 50 maw 47A 38B 49 W 11A-2 R1-2 �• 50 LINE "S-131-A" LINE "S-131-A" to -- – – — ----- ----- -- – – -------------- ---- ----- -- -- – --- - 51 R4-7 ►�. D3-4 D3-2 W2-6 Rl-2 W16-11 W13-1 44 w 44 Z O 0 W11A-2 ce w m w a m R4-7 PAVEMENT MARKING LEGEND HORIZONTAL SCALE BRIDGE FILE W:...MY 1..=20' \auu�n�uum umnruiii ///// RECOMMENDED LANE INDICATION ARROW THERMOPLASTIC �isrF s CITY OF CARMEL 37A PAVEMENT MESSAGE MARIQNG O 24"SOLID WHITE CROSSWALK LINE,THERMOPLASTIC O 8" Dotted White Thermoplastic Line e'�� N o.RFOy FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION 0 37B 45 24" WHITE STOP LINE THERMOPLASTIC 51 27" Solid White Yield Thermoplastic Line , * = DESIGN ENGINEER DATE X O WORD (ONLY), PAVEMENT MESSAGE MARKING,THERMOPLASTIC O O p = 60910005 SURVEY BOOK SHEET 38A 4"SOLID WHITE THERMOPLASTIC TRANSVERSE LINE 47A 4"SOLID YELLOW THERMOPLASTIC LINE TWO-WAY BLUE SNOWPLOWABLE y o`.. srarE or ;'��e DESIGNED: SAJ DRAWN; SAJ PAVEMENT MARKINGS S `o RAISED PAVEMENT MARKERS /'�� „s�r / N A L P .�����\\\\\ 46 of 72 O 12 SOLID YELLOW THERMOPLASTIC TRANSVERSE LINE O s�� �� & SIGN DETAILS-131 st ST. FAB CONTRACT PROJECT 38B �� 49 6”SOLID WHITE THERMOPLASTIC LINE � TWO-WAY YELLOW SNOWPLOWABLE r�vurinii�mmmuuuau�ua��u CHECKED: VA CHECKED: PWM a RAISED PAVEMENT MARKERS 06-21 Model: 131 RB Drawing: p:Wansponation\20067400 shelboume rd\30 SheetDrawings\10 BaseSets\R-PVM.DGN 5 TONS OF , o o 0 REVETMENT RIPRAP o 0 o o Sediment Trap N6.1 (NW) L C > o Sediment Trap No. 2 (NE) �. -�- IP -�- + Spillway Height =-2 ft + + + Spillway Height = 2 ft _. rl N M 1 Spillway Width 4 ft - Spillway Width - 4 ft N N r+4 N . way -� 0 _ S F SF ST 0 BEGIN INQDENTAL CONSTRUCTION � \ SF - `',,y I \ _ '" ` � SF O STA 20+50.00 "PRA" >, , CONSTRUCTION LIMITS Sr= SF EXIST A PP• R/W j �- -EXIST .�AN _ . - _ IP CD o CD CD Ln N - IP IP IP IP IP BEGIN PROJECT STA 21+22.00 "PRA" Ln N 0+00 I ' � � ' '; N Oav04' 39" W E "PRA" SHELBORNE ROAD 5+0o Q i i CAI W I I " IP IP IP COP 16L41 11LLJ11 — — — — — — O CONSTRUCTION LIMIT'S CONSTkUCTION LIMITS - , sT J.W. Brendel Drain Sediment Trap No. 3 (SW) �. ! Sediment Trap No. 4 (SE) Spillway Height = 2 ft \ Spillway Height = 2 ft Spillway Width = 4 ft spillway Width 4 ft O O o o O C> o 0 0 + ca + + o ,....� 00 - CD - + CONSTRUCTION LIMITS N o SF _ CONSTRUCTION LIMITS CONSTRUCTIO ' CONSTRUCTION LIMITS + SF, LIMITS. ._ SF sf O - - - - - _ - SF s� — _ – — — — _ + SF SF 0 0 Ln Ln o 0 ' o Ln IP IP IP IP IP P O M Q 1 _ Q o " LINE "PR A" 0+00 � N 0 04 39 W SHELBORNE ROAD � W W Z z Z IP IP IP IR, IP p Z U FU— — — — — — — — — — — SF _ � W — — - -- — — ` o ao 1 � � 1 — - - - - - - - - - — ' SF SF + + 1 SF SF SF 5 SF _ _ _ _ —Sf — — SF .-SF — T — SF 0 Ln Ln Go PROPOSED DETENTION POND 1 �, + + CONSTRUCTION LIMITS � " ��� ,�+ + TO BE-USED AS SEDIMENT BASIN 1 - SEE SHEET FOR DETENTION CONSTRUCTIPN LIMIT'S � � CONSTRUCTION LIMITS , . POND GRADING 1 + t CP Sediment-Basi rw. a 1.5 TONS OF Storage Req'd 1 505.7 Cys M REVETMENT RIPRAP Storage Provided = 896.0 Cys n� SB SEDIMENT BASIN EROSION CONTROL LEGEND IMMEDIATE STABILIZATION HORIZONTAL SCALE BRIDGE FILE Myelp 1„_20' j.`\\\\\\\Q• EGISTfq`E�.`S 'f` RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION O TEMPORARY CHECK DAM, REVETMENT RIPRAP (PLAN) CP CULVERT PROTECTION PERMANENT EROSION CONTROL BLANKET No. FOR APPROVAL 01-27-2010 c DESIGN ENGINEER DATE x 60910005 O TEMPORARY CHECK DAM, SEDIMENT TRAP(PLAN) SF TEMPORARY SILT FENCE PERMANENT EROSION CONTROL RIPRAP SURVEY BOOK SHEET .. STATE OF :' a DESIGNED: SCR DRAWN: BRS EROSION & SEDIMENT CONTROL PLANS 47 of 72 IP CURB INLET PROTECTOR DP DITCH INLET PROTECTION OO OUTFALL �0'�'�„5�����NIIiA111niuu��°?`°°\\\\ SHELBORNE ROAD o CHECKED: VA CHECKED: PWM CONTRACT PROJECT a 06-21 LA Model: EROS01 Drawing: p:\transponstion\20067400 shelboume rd\30 sheetdrowings\10 basesets\R-EROS.dgn C) 0 ° ��c? ° o ° SF + + + Ln qOA \ M M M EXIST App. R/W _ CONSTRUCTION LIMITS - - - - °= SF _ F SF SF SF �$-F �-. SF 5F a L f ° LIM IP IP 0 °M 11 JL IN � _ .... 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RAB CONTRACT PROJECT ��mAmnNe��m���"\\\\� a CHECKED: VA CHECKED: PWM 06-21 Model: 121 ST RB Drawing: p:Vmnsportabon\20067400 shelboume rd\30 sheetdrawings\10 basesets\R-LIG.dgn 0 °o 0 0 0 0 + + + + + + r..,,, 00 0 7-+ cv Ln Ln %0 SE R CE POINT ,QJ TYPE 240/480 VOLTS QJ o LI T POL STA. +29. 3/4" PVC QJG SHELBORNE ROAD LINE "A" N 00 00' 33" E 'L-°t 1: LINE "A" •• SHELBORNE ROAD vat jed P�'Pe a ►N / .. 2,4 2• Gad �° ru �" PV C N uj w z s 2-4" PVC / ;-' 00 100 N 1 / G / LIGHT POLE STA. 58+23.5 / vy a N / lilt p ��I►� / 2q / • LIGHT POLE STA. 11+31 LINE "S-126-A" m J Q m o_m e / > S'� 1"N TAL SCALE BRIDGE FILE ORNAMENTAL SERVICE POINT o\vW =20' RECOMM ENDED c a FOR APPROVAL CITY OF CARMEL VERTICAL SCALE HANDHOLE, IRRIGATION DESIGNATION DESIGN ENGINEER DATE X - — 4-1/C NO. 4 CU CONDUCTORS IN PLASTIC DUCT WITH TRENCH . 60910005 SURVEY BOOK SHEET T i lilt 0 WATER CONNECTION O '•lilt STATE OF NED: VA DRAWN: SAJ -�. �s ' •!ND ANP.•'C���`\ LIGHTING DETAILS -126th ST. RAB 56 of 72 _ \\ CONTRACT PROJECT �'%iiii,S�aip�Nmmu uluno��o\\"°\\ CHECKED: PWM CHECKED: VA a 06-21 Model: 126TH RB Drawing: pAtransportation\20067400 shelboume rd\30 sheetdrewings\10 basesets\R-LIG.dgn C) 0 0 - 0 0 0 0 o C) Q W o 0 0 N M d' c Ln kO I� M M M z M M M oc m J W C!1 0 0 0 0 z LIGHT POLE STA. 87+49 / A A 1 A,I LINE "A" / ♦ / 00 a d- N / / / LIGHT POLE STA. 45+60 n 2-4" PVC o OO / z 131st STREET / / u - N .� LIGHT POLE •�'' STA. 33+64 / LINE "S-131-A" ,o LINE "S-131-A" GC N ♦ _ SERVICE POINT TYPE 11 240/480 VOLTS LIGHT POLE STA. 85+53 a LINE "A" w z J O W tY m Lu J V) Q S. m off. ® ORNAMENTAL SERVICE POINT HORIZONTAL A BRIDGE FILE QP-` RECOMMENDED CITY OF CARMEL 1��-20� ° FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION e HANDHOLE, IRRIGATION No. ` DESIGN ENGINEER DATE x c $ * 60910005 * a - — 4-1/C NO. 4 CU CONDUCTORS IN PLASTIC DUCT WITH TRENCH SURVEY BOOK SHEET O STATE OF ;;\�� DESIGNED: SAJ DRAWN: SAJ 57 of 72 O 9 ND AN.. o LIGHTING DETAILS-131 st ST. FAB o WATER CONNECTION �% s � �� CONTRACT PROJECT /���u'S �pNi11111 nnna `?"�°`�� PWM CHECKED: VA CHECKED: a 06-21 Model: 131 RB Drawing: pAtransportationX20067400 shelboume rd 130 sheetdrawings\10 basesetslR-LIG.dgn FROM CL-P" UNLESS NOTED OTHERWISE (SEE TABLE) FINAL BACKFACE ELEVATION (USED TO DETERMINE PROPOSED TOP WALL EL.=916.70 GROUND LINE PROFILE) STRAIGHT E CAP 6:Y Sta. 51+90 Sta. 52+00 Sta. 52+10 TOP OF WALL 916.70 916.70 3; • 916.70 SHARED USE TRAIL Y Ex. Ground Str. No. 177A I I I NEAR VERTICAL WALL FRONT FACE OF WALL Sta. 51+90 - - - - - - - - - Sta. 52+00 Sta. 52+10 4 913.01 912.94 912.91 I I 2'-0" LIMITS OF COARSE AGGREGATE NO. 8 1 USED FOR FILLING IN AND AROUND I MODULAR BLOCKS Sta. 51+90 STRUCTURE BACKFILL I Sta. 52+10 TYPE 3 I x STANDARD MODULAR BLOCK WALL SECTION 910.05 910.05 I UNLESS NOTED OTHERWISE ON SUMMARY TABLE I I ,_ „ PROFILE GRADE OF EX. GROUND LINE IS TAKEN AT F.F. WALL(SEE WALL ELEV. VIEWS) ELEVATION VIEW 'END BENT DRAIN REQ REQD. IF WALL LENGTH IS > 120'-0" I BOTTOM OF WALL ELEVATION AND NOTED ON SUMMARY TABLE ix EX. GROUND LINE WALL "A" _ TA 51+90 TO 52+ 10 48' LT. o BORROW S - * UNDISTURBED SOIL-/ 4:1 (TYP) BORRO 0'-8" TYP 3'-1"x 0'-6" COMPACTED AGGREGATE NO. 53 3'-1" TYPICAL CROSS SECTION WALL WITHOUT GEOGRID NOTE: O STRUCTURAL BACKFILL LIMITS SHALL BE 18" FROM BACKFACE OF TOP WALL EL.=918.19 UNCOMPACTED AGGREGATE IF NO GEOGRID REINFORCING IS REqD. Sta. 54+88 Sta. 55+08 LENGTHS AND QUANTIT SEE TABLE FOR ESTIMATED GEOGRID 918.19 918.19 SAMPLES OF STANDARD COLORS SHALL BE SUBMITTED WITH SHOP DRAWING FOR FINAL SELECTION AND APPROVAL * UNLESS NOTED OTHERWISE ON PLANS Ex. Ground Str. No. 183A MODULAR BLOCK WALL SUMMARY TABLE St a. 54+8 - _ _ Sta. 55+08 914.19 - - - qSta.- - - - - - - - _ 913.38 WALL 54+98 OFFSET AREA LEVELING COURSE COURSE WALL BEGIN EI41 D. TO FF OF AGG. 8 STIR GEO COMMON 913.48 No LINE STA. STA. LT/RT WALL USED PAD FOR AGG. 53 BACKFILL TEXTILES GEOGRID EXCAVATION FROM CL FOR LENGTH WALL FOR PAD ESTIMATE Sta. 55+08 SYS FT CYS CYS CYS SYS SYS CYS St. 54+88 910.86 910.86 A A 5190 5210 LT 48 15.0 20.0 9.0 2.0 4.0 7.0 4.5 B A 5488 5508 LT 48 16.3 20.0 9.0 2.0 5.0 12.4 5.3 ELEVATION VIEW TOTALS 31.3 40.0 18.0 4.0 9.0 19.4 0.0 9.8 Pay Item Pay Item Pay Item WALL "B" *Nat Paid For Directly STA 54+88 TO 55+08 48' LT. CL Q m HORIZONTAL SCALE BRIDGE FILE a \\\\\ //p j G///��O°y�� RECOMMENDED NOT TO SCALE °°°\\\ �� M6.t CITY OF CARMEL n Qp.-•Gi•5Tf`R•-. S No. FOR APPROVAL fO••••• 01-27-2010 VERTICAL SCALE DESIGNATION c DESIGN ENGINEER DATE X s = * i 60910005 SURVEY BOOK SHEET STATE OF DESIGNED: VA DRAWN: SAJ c '%�ASS !ND ANP• �V� �a SHELBORNE ROAD 57A of 72 MODULAR WALL - DETAILS CONTRACT PROJECT CHECKED: PWM CHECKED: VA 06-21 a Model: Sheet 1 Drawing: pAtransportstion120067400 shelboume rd\30 sheetdrawings\20 Singles\R-MODWALL-DET.dgn Temporary Erosion Control Table Temporary Erosion Control Table co 0 4t " M M _ a o a1 N a � O V ' E d D ev � H ea �c, N , r `4 C. o wa) 1n 0 a CL LL L- 41 V CD Q' Q. E L- 4 7 lS . M a r O m a N 16- d� V ` C O (n 0 O K "- _d CU x O i a = d 'Q - 0.Location z E " m Q- o Remarks LL +O- p O C O O O N V O_ O . 0 E z E a_ E CL 0 E . CL E Q E v E m E co a) E E a) co ... ai v r~ D ~ o v v (ton) (ft) (ft) (ton) (ton) (ft) (ton) (ft) (ft) (I b) (ton) (lb) (CYS) (Each) (SYS) (Each) (Each) (Each) ° (ton) (ft) (ft) (ton) (ton) (ft) (ton) (ft) (ft) (lb) (ton) (lb) (CYS) (Each) (SYS) (Each) (Each) (Each) Line"PR-A" 2120 RT 1 4712 RT 1 2123 LT 1 4735-5697 LT 962.00 2200-2390 LT 190.00 4743 RT 1 2250 LT 1 4765 LT 1 2250 RT 1 4775 LT 1 2300 LT 1 4775 RT 1 2300 RT 1 4900-5645 RT 745.00 2320 LT 1 5075 LT 1 2320 RT 1 5075 RT 1 2375 LT 10.33 35.99 5200 LT 1 2400 LT 1 5200 RT 1 2400 RT 1 5300 LT 1 2426-2500 LT 74.00 5300 RT 1 2449-2687 RT 238.00 5400 LT 1 2450 LT 10.33 35.99 5400 RT 1 2450 RT 10.33 35.99 5525 LT 1 2459 RT 1 5525 RT 1 2500 LT 1 5650 LT 1 2500 LT 1 5650 RT 1 2500 RT 1 5712-5945 LT 233.00 2534 RT 10.33 35.99 5750 LT 1 2558 RT 1 5750 RT 1 2600 RT 1.00 5840 RT 1 2625 LT 1 5850 LT 1 2625 RT 1 5855 RT 1 2697-2850 RT 153.00 5960-6352 LT 392.00 2750 LT 1 5987 RT 1 2750 RT 1 6102 LT 1 2800 LT 1 6102 RT 1 2800 RT 1 6200 LT 1 2800-3051 LT 251.00 6200 RT 1 2880-3010 RT 130.00 6282 LT 1 2910 LT 1 6284 LT 1 2910 RT 1 6300 LT 1 3000 LT 1 6300 RT 1 3000 RT 1 6340 LT 1 3050-3287 RT 237.00 6340 RT 1 3081 -1333"S-121-A"LT 369.00 6371 -6600 LT 229.00 3120 LT 1 6600-1300 S-126A"RT 794.00 3120 RT 1 8142-2947 S-131-A"LT 880.00 3185 LT 1 8157-8414 RT 257.00 3185 RT 1 8725 LT 1 3297-3482 RT 185.00 8747-2950"S131-A"LT 441.00 3450 RT 1 8770-9065 LT 295.00 3460 LT 1 8770 LT 1 3492-4677 RT 1185.00 8815 LT 1 3510 LT 1 8835 RT 1 3510 RT 1 8900 LT 9.33 3560 LT 1 9065-4265"E-131-L" RT 1108.00 3560 RT 1 Line"S421-A° 3700 LT 1 1125-1299 RT 207.00 3700 RT 1 1142 RT 1 3780 LT 1 1280 LT 1 3780 LT 1 Line"S426-A" 3780 RT 1 1124-1338 RT 214.00 3900 LT 1 Line"W431-L" 3900 RT 1 3076 LT 1 3800-1125"S-121-A LT 774.00 Line"V1i431-R" 3831 -3929 LT 98.00 3070 RT 1 3939-4354 LT 415.00 Line"E-131-L" 4000 LT 1 3700 LT 1 4000 RT 1 3775 LT 1 4073 LT 1 3825 LT 1 4073 RT 1 3825 LT 1 4112 LT 1 3900 LT 1 4112 LT 1 3975 LT 1 4112 RT 1 4025 LT 1 4125 LT 1 4025 LT 1 4125 RT 1 4220 LT 1 4200 LT 1 4220 LT 1 4200 RT 1 4270 LT 1 4250 RT 1 Line"E-131-R" 4347 RT 1 3527-3566 RT 39.00 4414 LT 1 3591 -3774.59 RT 183.59 4414 LT 1 3675 RT 1 4454 LT 1 3760 RT 1 4480 RT 1 3760 RT 1 4492 LT 1 3789-4066 RT 277.00 4492 RT 1 3925 RT 1 4510-4546 LT 36.00 4025 RT 1 4518 LT 1 4065 RT 1 4540 LT 1 4080-4204 RT 124.00 4540 RT 1 4270- 1 4625 LT 1 4625 RT 1 4650-4723 LT 73.00 4677 RT 1 CD a Sub Totals - 4408.00 - - 41.32 - - - - - - - - 1.00 143.96 6.00 58.00 3.00 Sub Totals - 7380.59 - 9.33 - - - - - - _ _ _ - _ 10.00 43.00 6.00 m Grand Totals - 11788.59 - 9.33 41.32 - - - - - - - - 1.00 143.96 16.00 101.00 9.00 a HORIZONTAL SCALE BRIDGE FILE yf / W U/ k"� RECOMMENDED CITY OF CARMEL iv � .�6 FO••. r No G FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION 1° - DESIGN ENGINEER DATE x g 60910005 SURVEY BOOK SHEET a %pn'. STATE OF :` DESIGNED: VA DRAWN: SAJ 0 S EROSION CONTROL SUMMARY SHEET 5$ °f 72 m CONTRACT PROJECT a CHECKED: PWM CHECKED: VA x 06-21 Model: Str-Data-Sheetl Drawing: PATransportation\20067400 Shelboume R&W SheetDrawings\30 Tables\EROSION-SUM.dgn BITUMINOUS o °z MATERIAL FOR z °z GRADE RESURFACING w/ w o (LESS THAN WIDENING w/QC/QA-HMA,4, 0° ° w >- QC/QA-HMA 4 HMA TYPE C W w LOCATION Lt/ DESCRIPTION WIDTH LENGTH w LL' RADII 10%NOT EXCAVATION HMA FOR APPROACHES 76 w tz � z m Z HMA PATCHING 76 WIDENING w/HMA ¢ N oa ¢ o o COMPACTED (STATION) Rt (APPROACH v J SHOWN) o 10 w v AGGREGATE, No. 53 Q TYPE OR z " R" o' >°-• w Y Z w °w CLASS) � LL ~ a < w w v ° SURF. INTER. SURF. INTER. BASE INTER BASE BASE INTER. BASE i U a � "W" "L" 9.5mm 119.Omm Type A Type B Type C 9.5mm 19.Omm 25.Omm C25.Omm 25.Omm 25.Omm C25.Omm 25.Omm IN OUT 1 2 yd3 Type A Type B Type C 165 275 440 1350 1615 Type A Type B Type C 165 275 385 330 385 440 400 440 330.0 6" 4" 6" 8" 6" ft ft ft ft ft % % CUT FILL bon bon bon Ion Ion ton bon ton bon Ion bon ton bon ton bon ton bon Ion bon Ion bon bon bon SYS. bon bon bon TON REMARKS Line "PRA"&"A" 26+91.8 Rt. CL I 12.0 30.7 16.7 10.0 10.0 25.2 7.0 28+64.8 Rt. CL I 20.0 26.5 12.5 10.0 10.0 38.1 19.9 30+38.1 Rt. CL 1 20.0 23.0 9.0 10.0 10.0 38.1 8.9 32+02.0 Rt. CL I 10.0 122.0 96.0 10.0 10.0 142.0 34+86.9 Rt. CL I 12.0 31.4 17.4 10.0 10.0 25.2 7.1 39+33.7 Lt CL I 12.0 24.3 0.3 10.0 10.0 38.5 43+60.3 Lt. CL I 12.0 29.5 5.5 10.0 10.0 38.5 2.2 47+27.7 Lt. CL I 12.0 20.0 10.0 10.0 7.8 38.5 57+05.4 Lt. CL I 16.0 50.7 26.7 10.0 10.0 20.4 49.4 59+40.3 Lt. CL I 12.0 88.0 69.5 10.0 10.0 31.2 60+73.4 Lt. CL I 18.0 75.1 32.1 10.0 10.0 112.5 19.0 63+61.7 Lt. CL I 18.0 17.1 10.0 10.0 67.9 26+82.3 Lt. Street Approach 12.0 47.0 40.0 40.0 11.9 19.8 27.7 23.8 27.7 27+05.2 Lt. Street Approach 12.0 47.0 40.0 40.0 11.9 19.8 27.7 23.8 27.7 30+61.7 Lt. Street Approach 26.0 55.6 1 40.0 40.0 20.0 33.4 46.7 40.1 46.7 38+15.5 Lt. Street Approach 32.0 46.0 40.0 40.0 20.3 33.8 47.4 40.6 47.4 94.1 46+95.2 Rt. Street Approach 32.0 43.5 27.5 40.0 40.0 11.5 19.2 26.8 23.0 26.8 Line " E-131-R" 35+78.9 Rt C L I 22.0 33.5 13.4 10.0 10.0 56.2 10.9 37+82.4 Rt C L I 14.0 32.0 16.3 10.0 10.0 31.1 8.5 40+72.0 Rt CL I 12.0 19.6 10.0 10.0 68.7 Line "E126L" 12+93.8 Lt CL I 12.0 14.0 10.0 1 10.0 27.2 Line"W121 R" 13+04.9 Rt Street Approach 26.0 64.5 45.0 40.0 23.0 38.4 53.7 46.0 53.7 Mainline ,S-Line & Incidental 21+50.0 to 90+50.00 2505.0 4177.4 5562.5 5879.6 5562.5 53.1 TOTAL: 1 2603.6 4341.8 5792.6 6076.8 5792.6 122.3 53.1 1 828.5 1 1 1 83.6 a� a d m HORIZONTAL SCALE BRIDGE FILE a o° W���wa����uumnuuuuukyyv� X r TER£f�s////� OR APPROVAL D 01-27-2010 CITY OF C L VERTICAL SCALE DESIGNATION c : No. DESIGN ENGINEER DATE X x * 60910005 SURVEY BOOK SHEET C �p STATE Op \ DESIGNED: VA DRAWN: SAJ c s ••.ND I AN. V APPROACH TABLE ss of 72 //g///����� �IIIvIIIAlllll11111111� \\\\\a\\\\ CONTRACT PROJECT a CHECKED: PWM CHECKED: VA x 06-21 Model: Sheetl Drawing: pAtransportatlon\20067400 shelboume rd130 SheetDrawings\30 TableslApproach-Table.dgn SHEET SIGN & POST SUMMARY SIGN POST POST SQUARE SQUARE SIGN OFFSET FROM SIGN SIGN ENCAPSULATED LENS ENCLOSED LENS 2 x 2 x 0.105 2.25 x 2.25 x 0.105 2 x 2 x 0.105 2.50 x 2.50 x 0.105 REMARKS LOCATION LT/RT/M EOP CODE SIZE METAL THICKNESS METAL THICKNESS REINFORCED REINFORCED REINFORCED REINFORCED LINE (STA.) 0.08 in 0.10 in 0.125 in 0.08 in 0.10 in 0.125 in POST LENGTH ( ft ) POST LENGTH ( ft ) POST LENGTH ( ft ) POST LENGTH ( ft ) in X in ft2 ft2 ft2 ft2 ft2 ft2 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL PR-A 24+00.0 RT 3.0 R2-1 24 X 30 5.0 13.0 13.0 24+90.0 M 8.0 R4-7 24 X 30 5.0 13.0 13.0 25+00.0 LT 3.0 112-1 24 X 30 5.0 13.0 13.0 26+60.0 M 8.0 R6-1( R ) 36 X 12 3.0 9.0 9.0 26+70.0 LT 31.3 R1-1 30 X 30 6.3 13.0 13.0 30+37.0 LT 23.3 R1-1 30 X 30 6.3 13.0 13.0 30+50.0 M 8.0 R6-1( R ) 36 X 12 3.0 9.0 9.0 31+00.0 RT 6.2 W2-6 36 X 36 9.0 15.0 15.0 With W16-Il & W13-1(20MPH) 31+00.0 RT 6.1 W16-I1 48X 10 3.3 5.0 5.0 31+00.0 RT 4.1 W13-1 18 X 18 2.3 3.0 3.0 31+87.0 RT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 32+60.0 RT 3.5 R1-2 36 X 36 9.0 14.0 14.0 32+48.0 M D3-2 44X 10 6.1 12.0 12.0 32+96.0 M R6-1( R ) 36 X 36 9.0 11.0 11.0 "A" 33+78.0 M 3.5 R6-1( R ) 36 X 12 3.0 9.0 9.0 34+20.0 M 3.8 D3-2 44 X 10 3.1 12.0 12.0 34+30.0 LT 3.5 R1-2 36 X 36 9.0 14.0 14.0 35+60.0 LT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 37+45.0 LT 6.2 W2-6 36 X 36 9.0 15.0 15.0 With W16-I1 & W13-1(20MPH) 37+45.0 LT 6.1 W16-I1 48 X 10 3.3 5.0 5.0 37+45.0 LT 4.1 W13-1 18 X 18 2.3 3.0 3.0 40+00.0 RT 3.3 51-1 30 X 30 6.3 13.0 13.0 44+50.0 LT 3.0 R2-1 24 X 30 5.0 13.0 13.0 47+27.5 RT 27.8 R1-1 30 X 30 6.3 13.0 13.0 49+19.0 RT 3.3 Si-1 30 X 30 6.3 13.0 13.0 55+45 RT 6.2 W2-6 36 X 36 9.0 14.0 14.0 55+45 RT 6.1 W16-I1 48 X 10 3.3 9.0 9.0 55+45.0 RT 4.1 W13-1 18 X 18 2.3 4.0 4.0 58+00.0 RT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 58+34.0 RT 3.5 111-2 36 X 36 9.0 14.0 14.0 58+50.0 M 3.8 D3-2 44 X 10 6.1 12.0 12.0 60+15.0 LT 3.5 R1-2 36 X 36 9.0 14.0 14.0 60+15.0 M 3.8 D3-2 44X 10 6.1 12.0 12.0 61+00.0 LT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 61+84.0 M R4-7 24 X 30 5.0 13.0 13.0 63+00.0 LT 13.2 W2-6 36 X 36 9.0 15.0 15.0 63+00.0 LT 13.1 W16-I1 48 X 10 3.3 5.0 5.0 63+00.0 LT 11.1 W13-1 18 X 18 2.3 3.0 3.0 84+81.0 M R4-7 24 X 30 5.0 13.0 13.0 85+20.0 RT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 85+60.0 RT 111-2 36 X 36 9.0 14.0 14.0 85+70.0 M 11.8 D3-2 44X 10 3.1 12.0 12.0 87+35.0 M D3-2 44 X 10 6.1 12.0 12.0 87+39.0 LT 3.5 111-2 36 X 36 9.0 14.0 14.0 88+00.0 LT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 89+25.0 M R4-7 24 X 30 5.0 13.0 13.0 "S-121-A" 14+00.0 M R4-7 24 X 30 5.0 13.0 13.0 14+00.0 RT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 14+40.0 RT 3.5 111-2 36 X 36 9.0 14.0 14.0 14+40.0 M 3.8 D3-1 44 X 10 3.1 12.0 12.0 14+88.0 M R6-1( R ) 36 X 12 3.0 9.0 9.0 "S-126-A" 10+34.0 M 3.5 R6-1( R ) 36 X 12 3.0 9.0 9.0 10+46.0 M 3.5 R6-1( R ) 36 X 12 3.0 9.0 1 9.0 SUBTOTALS 124.0 172.9 _ 617.0 a E J Q m a BRIDGE FILE � J°\\4P�\ ......... 1 fR yf�s '',� RECOMMENDED } 1rv� CITY OF CARMEL VERTICAL SCALE DESIGNATION fO = FOR APPROVAL 01-27-2010 N�' G DESIGN ENGINEER DATE X s 60910005 �., =,� :• ,_ ,O '•., STATE OF 4,� DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET SIGN SUMMARY SHEET 60 Of 72 CONTRACT PROJECT a CHECKED: PWM CHECKED: VA X 06-21 Model: Sheetl Drawing: pAt ansportation120067400 shelboume rd130 sheetdrawings130 tables\SIGN-Summary.dgn SHEET SIGN & POST SUMMARY SIGN POST POST SQUARE SQUARE SIGN OFFSET FROM SIGN SIGN ENCAPSULATED LENS ENCLOSED LENS 2 x 2 x 0.105 2.25 x 2.25 x 0.105 2 x 2 x 0.105 2.50 x 2.50 x 0.105 REMARKS LOCATION LT/RT/M EOP CODE SIZE METAL THICKNESS METAL THICKNESS REINFORCED REINFORCED REINFORCED REINFORCED LINE (STA.) 0.08 in 0.10 in 0.125 in 0.08 in 0.10 in 0.125 in POST LENGTH ( ft ) POST LENGTH ( ft POST LENGTH ( ft } POST LENGTH ( ft ) in X in ft2 ft2 ft2 ft2 ft2 ft2 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 10+70.0 M R6-1( R ) 36X 12 3.0 9.0 9.0 #REF! 11+20.0 LT 3.5 R1-2 36 X 36 9.0 14.0 14.0 11+22.0 M 3.8 1133-3 44 X 10 3.1 12.0 12.0 11+60.0 LT 5.5 W11A-2 30 X 30 6.3 15.0 15.0 "S-131-A" 30+50.0 RT W2-6 56X 10 3.9 16.0 16.0 30+50.0 RT W16-I1 56X 10 3.9 16.0 16.0 30+50.0 RT W13-1 18 X 18 2.3 13.0 13.0 #REF! 31+70.0 M R4-7 24X 30 5.0 13.0 13.0 33+20.0 LT 12.5 W11A-2 30 X 30 6.3 15.0 15.0 33+75.0 RT 10.5 R1-2 36 X 36 9.0 14.0 14.0 33+80.0 M 10.8 D3-4 44X 10 3.1 12.0 12.0 34+22.0 M 3.5 R6-1( R ) 36 X 12 3.0 9.0 9.0 34+46.0 M 3.5 R6-1( R ) 36 X 12 3.0 9.0 9.0 34+61.0 M R6-1( R ) 36 X 12 3.0 9.0 9.0 35+05.0 M 3.5 R6-1( R ) 36 X 12 3.0 9.0 9.0 35+40.0 M D3-4 44X 10 3.1 12.0 12.0 35+53.0 LT 3.5 1111-2 36X 36 9.0 14.0 14.0 35+79 LT 5.5 W11-2 30 X 30 6.3 15.0 15.0 #REF! 41+00.0 LT 6.2 W2-6 36 X 36 9.0 15.0 15.0 41+00.0 LT 6.7 W16-I1 56X 10 3.9 5.0 5.0 41+00.0 LT 4.1 W13-1 18 X 18 2.3 3.0 3.0 #REF! 41+00.0 LT 6.7 W16-I1 56 X 10 3.9 5.0 5.0 41+00.0 LT 4.1 W13-1 18 K 18 2.3 3.0 3.0 SUBTOTALS 30.5 75.7 �~ 257.0 P J a m a n�������mmuuuiuuumyi�irir HORIZONTAL SCALE BRIDGE FILE isieRYF�s '% RECOMMENDED CITY OF CARMEL `�� fO FOR APPROVAL 01-27-2010 VERTfCAL SCALE DESIGNATION No. DESIGN ENGINEER DATE * ' 60910005 : * = x SURVEY BOOK SHEET O°', STATE OF : ' DESIGNED: VA DRAWN: SAJ 61 of 72 ANP �\o- SIGN SUMMARY SHEET /%SS/ONAL o Garriiiiuuu�miumuinimivaw��pQ`�`�\\\\\ CHECKED: PWM CHECKED: VA CONTRACT PROJECT x 06-21 Model: Sheet2 Drawing: p:uransportation120067400 shelboume rd 130 sheetdrawings\30 tablestSIGN-Summary.dgn UNDERDRAIN TABLE - LT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe � T yp Q p Location c V Q Q a Q Q V ca V .L v Q ) E Q Q D Q II U ID.. LILT 0 Q (�� J Q �rt-�+ 0 3 � ++ � i� a) �'- �t� �' its ay N 4D a) •� a) Q V _ I- %&- t© d M 0 a u) as C L r-+ L L a) V ....• �+ Q L w Q L L J LL >M C Q J 'o L �, .c Cn W w 1 v m 0 � a � � � OC w C7 Q = co � � 0 � �. t. a) � tra w � - I � -� a) �.. �... M � c c � (ft) (ft) (syd) (cys) (Tons) % u (YIN} ° ft a a . ( ) 0 0 0 z o 0 0 v, v, (cys) (tons) 0 0 0 M � 0 Remarks LINE°RR-A°&"A° 10 08sys'Lft 0 105�,�,"eft 21+50,0 100.0 112.0 10.5 1.65 889.33 22+5©.© 887.68 N 112 887.68 0.0 0.0 23+45.0 55.0 61.6 5.8 886.34 N 103 886.23 24+00.0 886.57 24+00.0 100.0 112.0 10.5 886.57 N 107 886.06 25+00.0 888.19 25+00.0 125.0 140.0 13.1 888.19 N 116 885.33 26+25.0 892.42 26+25.0 125.0 140.0 13.1 892.42 N 117A 891.31 27+50.0 898.12 27+50.0 50.0 56.0 5.3 898.12 N 118A 897.54 28+00.0 900.38 28+00.0 110 900.38 N 121 899.5 .0 123.2 11.6 29+10.0 904.28 29+10.0 90.0 100.8 9.5 904.28 N 124 902.6 30+00.0 906.26 30+00.0 906.26 N 127 904.79 120.0 134.4 12.6 31+20.0 907.63 31+20.0 65.0 72.8 6.8 907.63 N 130 906.8 31+85.0 908.46 31+85.0 74.8 83.8 7.9 908.46 N 133A 908.07 32+59.9 909.82 34+08.1 909.37 51.9 58.2 5.5 34+60.0 909.15 N 136 907.09 34+60.0 50.0 56.0 5.3 909.15 35+10.0 908.86 N 139A 900.34 35+10.0 50.0 56.0 5.3 908.86 35+60.0 908.60 N 142 906.7 (ft) (ft) (Sys) (cys) (tons) (ft) (ft) (cys} (tons) Sheet Totals 0 1167 1307 123 0 0 0,0 0 0 Q 0 cli a J Q T m D �� Ilanmuumuyrrrrir///i HORIZONTAL SCALE BRIDGE FILE ui RECOMMENDED WV CITY OF CARMEL No. FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION C) 9 C) * `' 60910005 *G DESIGN ENGINEER DATE X T s � SURVEY BOOK SHEET O STATE OF cp �N P••.:.\��$ DESIGNED: VA DRAWN: SAJ $s/..,DIAN.. %%�h, ANAL UNDERDRAIN TABLE - LT 62 o_ 0 72 ��rrruuuimmmuuumlun��`?°��\\\\\\ CHECKED: PWM CHECKED: VA CONTRACT PROJECT Model: Sheetl-LT Drawing: P:\Transportation\20067400 Shelboume Rd130 SheetDrawings\30 Tables\Underdrain-Table.dgn X 06-21 TABLE LT U�IaERDRAIN PIPE UNDERDRAIN Type 4 Pipe OUTLET PIPE OUTLET PROTECTOR Location L a -&- 3 Q .O O N Cr •� - u om C O � n + y tt3 W ( U►) �-'. L O a) O ?�co O W W ?L o s o I L ' � S v_ ' Z W o ; -b-' 0 > CD o -0 3 = z a p r v �. o = o Q �c 113) a L O m a o O� c L L- � ° 0 z. a, N a J p ( } (ft) (syd) (cys} Tons % o o ° O �.. U Q} .,_. a / i L ttj Q? O O s M U U m m = '� -�-' C = N ° (Y/N) U Cr �-' »r LINE"PR A" A„ �. (ft) 0 0 0 Z m 0 V � � (Cy$} (tons) 0 0 � � a � 10 os� �ft o 10��v �ft a o Remarks 35+60.0 37+00.0 140.0 156.8 14.7 908.60 907.91 N 145 906.41 37+00.0 37+80.0 80.0 89.6 8.4 907.91 907.52 N 148 906.66 37+80.0 39+00.0 120.0 134.4 12.6 907.52 906.93 N 149 906.86 39+00.0 40+00.0 100.0 112.0 10.5 906.93 906.44 N 152 906.34 40+00.0 40+72.0 72.0 80.6 7,6 0.20/o 0 906.44 906.30 N 155 906.25 40+72.0 41+25.0 53.0 59.4 5.6 906.20 906,34 N 158 906.12 41+25.0 42+00.0 75.0 84.0 . 7.9 906.34 N 158 906.12 907.02 42+00.0 43+76.2 176.2 197.4 18.5 907.02 N 160 906.85 High Point 908.55 43+76.2 44+92.0 115.8 129.7 12.2 908.48 908.26 N 166A 907.25 44+92.0 45+40.0 48.0 53.8 5.0 908.26 N 166A 907.25 908.35 45+40.0 46+25.0 85.0 95.2 8.9 908.35 N 167A 907.33 908.93 46+25.0 150.0.0 168.0 15.8 908.93 N 169 907.95 910.60 47+75.0 31.5 50+75.0 300.0 336.0 910.60 N 172 909.48 913.56 50+75.0 52+00.0 125.0 140.0 13.1 913.56 N 174 912.67 914.18 52+D0.0 53+00.0 100.0 112.0 10.5 914.18 N 176 913.31 914.68 53+00.0 54+00.0 100.0 112.0 10.5 914.68 N 178 913.81 915.18 (ft) (ft) (sys) (cys) (tons) Sheet Totals 0 1840 2061 193 a (ft) (ft) (cys) (tons) 0 0.0 0 0 o a CL d U J Q m d O P\\\o p\\\\\I 1 U I W , /G// HORIZONTAL SCALE\\ BRIDGE FILE p RECOMMENDED Co A FOR APPROVAL , - _ CITY OF CARMEL F. DESIGN ENGINEER N o. 01-27-2010 VERTICAL SCALE DESIGNATION r - * ` 60910005 DATE T STATE OF o = � : /` DESIGNED: VA X DRAWN: SAJ SURVEY BOOK •''••!N0.1 AN?::�'V���� SHEET NAL ��\\\\�°° UNDERDRAIN TABLE - LT 63 of 72 a °ijiiiiruunllmllllumlm�,\\\\°\°� CHECKED: PWM CHECKED: VA CONTRACT Model: Sheet2-LT Drawing: P:\Transportation\20067400 Shelboume Rd\30 SheetDrawings130 Tables\Underdrain-Table.dgn PROJECT X 06-21 -UNDERDRAIN TABLE LIT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe . o , Location L � L a 0 N -Lf t' -L EL w 0 V O Rf 3 •� L L -��t •Cc�D a .�ai m ` Q N s� ° I + > K w a w O z o L 13)as�= . �5) ° O o o a) W 0 c a o a. O_M cV r" d 3 '0 0 a U U t 0 w c 75 . ft ft s (cys) Tons ( ) (ft) O O O z in 0 c3 cn cn (cys) (tons) O O O M O Remarks LINE"PR-A"&"A" 10.08sys/Lft 0 105)cys1fi 54+00.0 125.0 140.0 13.1 915.18 N 181 914.21 55+25.0 915.81 55+25.0 125.0 140.0 13.1 915.81 N 184 914.93 56+50.0 916.43 56+50.0 100.0 112.0 10.5 916.43 N 187 915.56 57+50.0 916.93 57+50.0 1 100.0 112.0 10.5 916.93 N 190 916.06 58+50.0 917.53 58+50.0 250.0 280.0 26.3 0.81% 917.53 61+00.0 915.50 N 196 915.39 61+00.0 100.0 112.0 10.5. 915.35 62+00.0 913.84 N 199 912 0.0 0.0 H 0.0 0.0 0.0 0.0 0.0 H 0.0 (ft) (ft) (Sys) (cys) (tons) (ft) (ft) (cys) (tons) Sheet Totals o 800 896 84 0 0 0.0 o a a o CL d J a m a \� 9111VI1'IIIBIIIIII�N�/G////// f HORIZONTAL SCALE BRIDGE FILE CM , QP• �I STfRF�`s ' RECOMMENDED CITY OF CARMEL FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION ° = No' s DESIGN ENGINEER DATE s 60910005 x r %o STATE OF �$ :��� DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET 64 of 72 ''•.!ND I ANP:' o`er UNDERDRAIN TABLE - LT CONTRACT PROJECT 0 irru0n11Alluml�� CHECKED: PWM CHECKED: VA a j I x 06-21 Model: Sheet3-LT Drawing: PATransportation\20067400 Shelboume Rd\30 SheetDrawings\30 Tables\Underdrain-Table.dgn UNDERDRAIN TABLE - RT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe 0 -� Location CL Cr 41) O 1 Q? � LJJ 'c>L L -� LJJ � Q) z © ,a a) -a Q) a a- L ' 0 z3 L L "- I t .C •'V�CT -tV�1) r�✓� Qf CL[ Q� _ � Q) Q? N •(D d Q) O 0+ O O 0 Q Q U O O J L a a 0 W a a 0 0 QD c a J L /t�C�f -t1Y -t� O 0 V V O L CD a) O O I Q) U V W W = 0 0 (ft) (ft) (syd) (cys) (Tons) to (YIN) 0 cn co 19t (ft) 0 0 0 z 0 0 cn cn (cys) (tons) 0 0 0 Remarks urn E_"PR-A"&°A" 10 03sy sLft 0.105 cy sift 21+50.0 100.0 112.0 10.5 1.49 889.33 22+50.0 887.84 N 111 887.84 22+50.0 50.0 56.0 5.3 0.70 887.84 23+00.0 887.49 N 101 887.49 23+45.0 55.0 61.6 5.8 886.34 N 104 886.42 24+00.0 886.57 24+00.0 100.0 112.0 10.5 886.57 N 108 886.22 25+00.0 888.19 25+00.0 125.0 140.0 13.1 888.19 N 114 885.75 26+25.0 892.42 26+25.0 125.0 140.0 13.1 892.42 N 116A 891.16 27+50.0 898.12 27+50.0 50.0 56.0 5.3 898.12 N 119 897.38 28+00.0 900.38 28+00.0 110.0 123.2 11.6 900.38 N 122 897.92 29+10.0 904.28 29+10.0 90.0 100.8 .9.5 904.28 N 125 902.8 30+00.0 906.26 30+00.0 120.0 134.4 12.6 906.26 N 128 905.21 31+20.0 907.63 31+20.0 65.0 72.8 6.8 907.63 N 131 907.17 31+85.0 908.46 31+85.0 78.5 87.9 8.2 908.46 N 134 908.24 32+63.5 911.13 34+Q8.2 41.8 46.9 4.4 911.23 34+50.0 909.21 N 137 908.1 34+50,0 60.0 67.2 6.3 909.21 35+10.0 908.86 N 140 907.56 35+10.0 50.0 56.0 5.3 908.86 35+60.0 908.60 N 143 907.13 (ft) (ft) (Sys) (cys) (tons) (ft) (ft) (cys) (tons) Sheet Totals 0 1220 1367 128 0 0 0.0 0 0 0 0 CL d J a m HORIZONTAL SCALE BRIDGE FILE d W. o ate:` Q., GISTfjp�,o;`r � RECOMMENDED W )" T CITY OF CARMEL No. c FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION c DESIGN ENGINEER DATE x s 60910005 a O'•., STATE OF DESIGNED: VA DRAWN: SA SURVEY BOOK SHEET ,1 c s'' ./ND ANP Vim? UNDERDRAIN TABLE - RT 65 of 72 ooh/o 0 N A L E� CONTRACT PROJECT o //<//annimuuuunimiueQ������\\ CHECKED: PWM CHECKED: VA a x 06-21 Model: Sheetl-RT Drawing: PATransportation%20067400 Shelboume Rd\30 SheetDrawings\30 Tables\Underdrain-Table.dgn UNDERDRAIN TABLE - RT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe o Location V :t-• L CL tCi Cr O i N 6- v O n- N > > > Q 3 E Cr q Z3 Q N O O _ L1J 4D a--• L1J W co O Z 1 -LQL '� W r� _ W O J c 0 t s w N = a> c� d S O O V _ O 0 � N V +� �-. O L +� i UNDERDRAIN TABLE - RT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe �, Location L L _ .O •� o o ..0 _�' Q _ _ � c 9 �• 9 --O J a) w w L•4 Zf I Cu u z L L .t - > 0 v w rn -2 O � -@- > 6.4 - L- = o 0) 2 O O O L- � a- O O C = N = 0) C Q J r-. t. N +r 1-� -� .,.. tip AW ++ M +� -F-• cu M cr> C7 Q M = U) a� 4 v v a) L co w a� cv s a� c v v m m z -- -�,gon ° v Remarks (ft) (ft) (syd) (cys) (Tons) % 5 (YIN) v to o O (cys) (tons) o o a M O LINE"PR-A•&°A° 10 08sysift 0105 cysift 53+00.0 100.0 112.0 10.5 914.68 N 179 912.65 54+00.0 915.18 54+00.0 125.0 140.0 13.1 915.18 N 182 913.19 55+25.0 915.81 55+25.0 125.0 140.0 13.1 915.81 N 185 913.81 56+50.0 916.43 56+50.0 100.0 112.0 10.5 916.43 N 188 914.44 57+50.0 916.93 57+50.0 90.0 100.8 9.5 916.93 N 191 914.94 58+40.0 917.50 58+40.0 18.5 20.7 1.9 917.50 N 192 915.55 58+58.5 917.47 60+05.5 94.5 105.9 9.9 916.85 61+00.0 915.35 N 197 914.44 61+00.0 100.0 112.0 10.5 915.35 62+00.0 913.84 N 200 911.83 0.0 87+17.8 108.2 121.2 11.4 916.74 88+26.0 916.04 N 252 914.7 0.0 0.0 0.0 0.0 0.0 0.0 (ft) (ft) (Sys) (cys) (tons) (ft) (ft) (cys) (tons) Sheet Totals o 861 965 90 0 0 0.0 1 0 0 0 0 a a M HORIZONTAL SCALE BRIDGE FILE �\Pim /PO% Q :.-pi's"reR'F s %�, RECOMMENDED ,�} CITY OF CARMEL c 01-27-2010 ?J �`� No F°�.'. G FOR APPROVAL DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION x 60910005 1 SURVEY BOOK SHEET O STATE OF off DESIGNED: VA DRAWN: SAJ � + 67 of 72 \o =� UNDERDRAIN TABLE - Rl CONTRACT PROJECT 0nNluAmmnm�� CHECKED: PWM CHECKED: VA x 06-21 0 a Model: Sheet3-RT Drawing: P:\Transportation\20067400 Shelbounne Rd\30 SheetDrawings\30 Tabies\Underdrain-Table.dgn UNDERDRAIN TABLE LT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe �d Location �- m M _ g t 1z - m o (ft) c s tons Remarks ft ft (s yd) c s Tons /o U. YIN LINE"PR-E131L" 9.874sys/Lft 0.09 cys/Lft 35+29.7 170.3 186.8 15.3 91 37+00.0 9155.73 .88 N 257 911.66 37+00.0 75.0 82.3 6.8 915.88 37+75.0 915.50 N 260 913.40 38+25.0 75.0 82.3 6.8 915.25 39+00.0 914.88 N 263 912.98 39+00.0 75.0 82.3 6.8 914.88 39+75.0 814.50 N 267 913.10 40+25.0 244.0 267.7 22.0 814.25 42+69.0 812.78 N 275 912.16 LINE"PR-E126L" 11+01.0 224.0 245.8 20.2 916.77 Connect to Exist Constructed by otheerr s 13+25.0 913.07 N (ft) (ft) (Sys) (c s) (tons) (ft) (ft) (c s) (tons) O 0 0 Sheet Totals O 863 947 78 0 O 0 O m HORIZONTAL SCALE BRIDGE FILE '40001,11, QG1SiERFO %' RECOMMENDED 01-27-2010 CITY OF CARMEL VERTICAL SCALE DESIGNATION FOR APPROVAL X r NO• DESIGN ENGINEER DATE o ! * i 60910005 * SURVEY BOOK SHEET DESIGNED: VA DRAWN: SAJ 68 of 72 p STATE Or :!�c�,�\ UNDERDRAIN TABLE C . 4%�/� S%/NDIAN? � a�\.� /9; O • 131 ST STREET & 126TH STREET - LT CONTRACT PROJECT mllAmum1n1111���"p°�\ CHECKED: PWM CHECKED: VA X 06-21 s a Model: 126 and 131 LT Drawing: p.Xtransportaton\20067400 shelboume nit30 sheetdrawings\30 tabies\Underdrain-Tabie.dgn UNDERDRAIN TABLE RT UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe $ 4 Location .a : m �. m m c m c m _ �, m m to 9 co fd tIS �a I flf m 9 ft (ft (s yd) (c s) Tons % LUL. (Y/N) (c s) (tons) Remarks LINE"PR-E131R" 9.874sysA-ft 0.09 cys/Lft 35+26.5 148.5 162.9 13.4 916.45 36+75.0 915.99 N 254 915.79 36+75.0 85.0 93.3 7.7 915.99 37+60.0 915.69 N 258 915.29 37+60.0 165.0 181.0 14.9 915.69 39+25.0 914.93 N 265 914.8 39+25.0 100.0 109.7 9.0 914.93 40+25.0 914.34 N 271 91177 2 40+25.0 244.0 267.7 22.0 0.36% 914.34 42+69.0 91145 N 274 912.95 LINE"PR-E126R" 11+01.0 224.0 245.8 20.2 916.86 Connect to Exist UD, 13+25.0 913.07 N Constructed by others {#t) (ft) (Sys) (c s) (tons) (ft) (ft) (c s) (tons) Sheet Totals o 966 1060 87 0 4 0 0 0 0 0 m ` HORIZONTAL S ALE BRIDGE FILE a a\\\\`��� W M> Qa f � .57Es yNN RECOMMENDED CITY OF CARMEL No FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o - * 60910005 * DESIGN ENGINEER DATE x a =p '. STATE OF :' DESIGNED: VA DRAWN: SAJ `o ��,f- .INDIAN?.• V���o`�� SHEET UNDERDRAIN TABLE 69 of 72 CHECKED: PWM CHECKED: VA 131 ST STREET & 126TH STREET - RT CONTRACT PROJECT a X 06-21 Model: 126 and 131 RT Drawing: pAtransportation\20067400 shelboume rd\30 sheetdrewings\30 tables\Underdrain-Table.dgn LOCATION FLOWLNE LOCATION FLOWLINE z Q z z o w d <n z rY ¢ � W O O Q U) w p 1- w MANHOLE,CATCH w C� ¢ ¢ J ¢ er "' m iiii w MANHOLE,CATCH = ¢ w z J z w � ¢ � CC) SAFETY O z = az w z J z w J � � w SAFETY ° z I- I- W - w U C) GRATED BOX END I- - z ,� I- v GRATED BOX END = BASIN, �1LET OR w �- ,,, w = BASIN, INLET,OR tD w w I- I- w <? f- Y z w METAL END REMARKS W STATION �, C? <? SIZE ~ z > � v C„ Q J v w '� a METAL END t-- REMARKS of STATION w C� t? SIZE z Y I- ¢ � C J c� w SECTION U) z ¢ w - ,,, z SECTION SECTION "' co � �' o C� Cr cr SPECIALTY W ¢ w SPECIALTY ,,, �„ O cn z w - "f ¢ w rr z SECTION "' v STRUCTURE J o cr o � m w o w z OC U t2 J C� W C� [r Q � tY m W to W z 1 W Y E- C� z c� STRUCTURE O w w U C/3 w rs w z C? o ¢ z p aZ o O w IZ co in ft DEG. t ELEV. ELEV. ELEV. Yr yd' Ton yd' EACH TYPE SLOPE EACH SLOPE EACH in ft DEG. ft ELEV. ELEV. ELEV. N yd' Ton yd3 EACH TYPE SLOPE EACH SLOPE EACH Line "PR-A"' & "A" 111 22+50.00 x x 12 2 Inlet J-10 47 2.8 887.84 887.68 890.75 50 NA 7.0 1 22.2 112 163 43+47.00 x 24 2 Manhole C-4 44 2.0 905.73 906.11 909.83 50 NA 70 1 26.1 164 112 22+50.00 x 12 2 Inlet K-10 46 3.0 887.68 887.32 890.75 50 NA 7 U 1 22.2 100 166 44+03.00 x x 18 2 Manhole C-4 77 1.6 907.60 907.35 910.87 50 NA 70 1 31.4 165 100 23+00.00 x 12 2 Inlet K-10 41 3.5 88720 886.23 890.19 50 NA 7.0 1 23.5 103 167 44+14.00 x 18 2 Catch Basin E-7 14 2.3 907.69 907.60 911.94 50 NA 70 1 7.8 166 101 23+00.00 x 12 2 INLET J-10 41 3.0 887.49 886.42 890.19 50 NA 70 1 20.9 104 165 44+52.00 x 24 2 Manhole C-4 105 1.6 906.85 906.12 910.37 50 NA 7 0 1 53.6 163 104 23+45.00 x x 15 2 Inlet C-15 47 3.5 886.42 886.23 890.03 50 NA 7 0 1 30.1 103 165B 44+79.67 x 18 2 Existing Inlet 55 0.9 907.08 906.99 908.58 50 NA 70 1 17.0 165 103 23+45.00 x 15 2 Catch Basin C-15 4 3.7 886.23 886.21 890.03 50 NA 10 1 3.9 102 165.0 44+92.00 x 12 2 Catch Basin C-15 5 5.1 906.10 905.99 911.80 50 NA 101 1 3.9 164.0 102 23+45.00 x 15 2 Manhole C-4 45 5.1 886.21 886.03 892.33 50 NA 7 o 1 40.5 106 164.0 44+92.00 x 36 2 Manhole D-4 196 8.3 901.99 900.38 912.41 50 NA 7 0 1 531.9 162 106 23+94.00 x 18 2 Manhole C-4 25 2.0 886.03 885.94 890.64 50 NA 7 0 1 11.8 103A 166A 44+92.00 x x 12 2 INLET B-15 57 4.5 907.25 906.10 912.48 50 NA 7 0 1 40.5 165A 103A 23+80.00 x Existing Manhole 885.94 1668 45+18.00 x 12 2 Catch Basin E-7 28 3.0 907.44 907.34 910.13 50 NA 7 0 1 14.0 167.0 107 24+00.00 x 12 2 Catch Basin K-10 6 4.4 886.06 886.03 890.26 50 NA 70 1 5.2 106 167A 45+40.00 x x 12 2 Catch Basin K-10 57 4.3 907.33 906.63 912.57 50 NA 7 0 1 37.9 1678 105 24+35 x 60 EX. PIPE DO NOT DISTURB 1678 45+40.00 x 12 2 Catch Basin K-10 5 4.6 906.63 906.59 911.89 50 NA 7 0 1 3.9 168 108 24+00.00 x x 12 2 Inlet J-10 47 4.3 886.22 886.06 890.26 50 NA 70 1 31.4 107 168 45+40.00 x 36 2 Manhole D-4 42 6.2 904.59 901.99 912.50 50 NA 7 0 1 87.6 164A 108A 24+77.00 x x 15 2 Manhole C-4 98 1.3 888.35 888.00 891.95 50 NA 70 1 30.1 1 OUTLET TO JW BRENDAL DR 169 46+25.00 x x 12 2 INLET K-10 57 4.4 907.95 906.87 913.17 50 NA 7.0 1 39.2 170 114 25+00.00 x x 12 2 Inlet J-10 47 6.6 885.50 885.33 891.89 50 NA 70 1 48.4 116 170 46+25.00 x 12 2 Catch Basin K-10 5 4.9 906.87 906.84 912.50 50 NA 7.0 1 3.9 0 116 25+00.00 x 12 2 Catch Basin K-10 8 4.4 885.33 885.30 891.89 50 NA 70 1 6.5 117 171 46+25.00 x 36 2 Manhole 0-4 79 5.1 904.84 904.59 913.11 50 NA 701 1 141.2 171 117 25+58.00 x 0 Existing Inlet 0 890.00 889.55 0.00 0.0 0 173B 47+13.00 x 12 2 INLET K-10 34 4.5 908.24 908.13 913.57 50 NA 7 0 1 24.8 168 116A 26+25.00 x 12 2 Catch Basin K-10 7 4.3 891.16 891.14 895.08 50 NA 70 1 5.2 115 173C 47+43.00 x 12 2 Catch Basin E-7 32 4.2 908.34 908.24 913.79 50 NA 70 1 20.9 Connectto Ex. Structure 117A 26+25.00 x x 12 2 INLET J-10 47 3.9 891.31 891 A 6 895.08 50 NA 7.0 1 28.8 116A 173A 47+75.00 x 36 2 Manhole DA 144 5.4 905.29 904.84 913.79 50 NA 70 1 269.2 173E 115 26+25.00 x 36 2 Manhole D-4 33 1.2 891.14 891.04 895.82 50 NA 7.0 1 26.1 1 OUTLET TO POND 173 47+75.00 x 12 2 Catch Basin K-10 5 5.3 907.38 907.37 913.57 50 NA 70 1 5.2 171 118A 27+50.00 x x 12 2 INLET J-10 47 3.4 897.54 897.38 901.82 50 NA 7o 1 26.1 119 172 47+75.00 x x 12 2 INLET K-10 57 4.2 909.48 907.38 913.68 50 NA 70 1 37.9 173A 119 27+50.00 x 12 2 Catch Basin K-10 7 3.8 897.38 897.36 901.82 50 NA 7.0 1 5.2 120 172A 47+65.00 x 12 2 Catch Basin E-7 20 3.1 909.55 909.48 913.62 50 NA 7 0 1 10.5 172 120 27+50.00 'x 36 2 Manhole D-4 119 7.3 894.25 885.50 902.56 50 NA 70 1 287.5 115 173D 48+50.00 x 36 2 Manhole D4 69 5.9 905.52 905.29 914.84 50 NA 7 0 1 139.8 173A 121 28+00.00 x x 12 2 INLET J-10 47 4.4 899.50 897.92 904.08 50 NA 70 1 32.7 122 174A 50+00.00 x 36 2 Manhole D-4 144 7.4 905.97 905.52 917.52 50 NA 70 1 352.9 173B 122 28+00.00 x 12 2 Catch Basin K-10 7 5.5 897.92 897.90 904.08 50 NA 70 1 6.5 123 174 50+75.00 x x 12 2 INLET J-10 47 4.3 912.67 911.25 917.25 50 NA 7 0 1 31.4 174B 123 28+00.00 x 36 2 Manhole D-4 44 5.6 895.90 894.25 904.84 50 NA 7.0 1 85.0 120 174C 50+75.00 x 36 2 Manhole D-4 69 8.6 906.19 905.97 917.89 50 NA 7 0 1 193.4 174A 125 29+10.00 x x 12 2 INLET J-10 47 4.4 902.80 902.60 907.97 50 NA 7 0 1 32.7 124 1746 50+75.00 x 12 2 Catch Basin K-10 3 5.3 911.25 911.19 917.25 50 NA 70 1 2.6 174C 124A 29+10.00 x 12 2 Manhole C-4 64 3.6 902.50 901.55 908.35 50 NA 70 1 37.9 1 OUTLET To Swale (Field Verify) 175 52+00.00 x 36 2 Manhole D-4 119 8.6 906.57 906.57 918.54 50 NA 70 1 334.6 17 7 124 29+10.00 x 12 2 Catch Basin K-10 4 4.6 902.60 902.56 907.97 50 NA 70 i 3.9 124.0 176 52+00.00 x x 12 2 INLET K-10 47 4.6 912.81 911.66 917.87 50 NA 70 1 34.0 177 128 30+00.00 x x 12 2 INLET J-10 47 4.2 905.21 904.79 909.96 50 NA 70 1 31.4 127 177 52+00.00 x 12 2 Catch Basin K-10 4 5.1 912.16 912.13 917.87 50 NA 70 1 3.9 175 126 30+00.00 x 12 2 Manhole C-4 88 4.7 904.74 902.86 910.60 50 NA 70 1 64.0 124A 178 53+00.00 x x 12 2 INLET J-10 47 4.1 913.81 912.65 918.37 50 NA 70 1 31.4 179 127 30+00.00 x 12 2 Catch Basin K-10 4 4.5 904.79 904.74 909.96 50 NA 7.0 1 3.9 126 179 53+00.00 x 12 2 Catch Basin K-10 4 5.1 912.65 912.62 918.37 50 NA 70 1 3.9 180 132 31+25.00 x 36 2 Manhole D-4 319 9.1 896.87 895.90 912.18 50 NA 7.0 1 935.8 123 180 53+00.00 x 36 2 Manhole D-4 94 9.1 906.87 906.57 919.04 50 NA 70 1 275.8 175 131 31+20.00 x x 12 2 INLET J-10 47 3.7 907.17 906.80 911.42 50 NA 7.0 1 27.4 130 181 54+00.00 x x 12 2 INLET J-10 47 4.2 914.21 913.19 918.87 50 NA TO 1 31.4 182 130 31+20.00 x 12 2 Catch Basin K-10 4 4.0 906.80 906.76 911.42 50 NA 7.0 1 2.6 131A 182 54+00.00 x 12 2 Catch Basin K-10 4 5.0 913.19 913.12 918.87 50 NA 70 1 3.9 183 131A 31+15.00 x 15 2 Manhole C-4 47 2.1 907.31 899.50 912.16 50 NA 70 1 19.6 1 OUTLET 183 54+00.00 x 36 2 Manhole D-4 94 9.3 907.17 906.87 919.54 50 NA 7U 1 282.3 180 134 31+85.00 x x 12 2 INLET J-10 49 2.8 908.24 908.07 912.93 50 NA 70 1 23.5 133A 184 55+25.00 x x 12 2 INLET K-10 47 6.1 912.93 911.81 919.50 50 NA 70 1 44.4 185 133 31+85.00 x 12 2 Manhole C-4 67 4.0 907.98 907.31 913.07 50 NA 717 1 41.8 131 AI 185 55+25.00 x 12 2 Catch Basin K-10 4 7.1 911.81 911.74 919.50 50 NA 70 1 5.2 186 133A 31+85.01 x 12 2 Catch Basin K-10 4 3.0 908.07 907.98 911.00 50 NA 701 1 2.6 133 186 55+25.00 x 36 2 Manhole D-4 119 9.5 907.54 907.17 920.16 50 NA 70 1 364.6 183 139A 33+55.01 x 18 2 Manhole C-4 97 2.5 900.34 899.98 905.84 50 NA 7.0 1 52.3 CONNECT TO EX. INLET 187 56+50.00 x x 12 2 INLET J-10 47 4.1 915.56 914.44 920.12 50 NA 7 i1 1 31.4 188 139C 33+78.00 x 12 2 INLET J-10 4 6.3 902.11 902.10 909.46 50 NA 70 1 3.9 1398 188 56+50.00 x 12 2 Catch Basin K-10 4 5.0 914.44 914.37 920.12 50 NA 70 1 3.9 189 1398 33+80.00 x 18 2 Manhole C-4 78 4.8 902.10 900.34 909.29 50 NA 70 1 71.9 139.0 189 56+50.00 x 36 2 Manhole D-4 119 9.7 907.92 907.54 920.79 50 NA 7 0 1 373.8 186 137 34+50.00 x x 12 2 INLET J-10 53 4.3 908.10 907.34 913.01 50 NA 7 U 1 36.6 136 190 57+50.00 x x 12 2 Inlet J-10 47 4.1 916.06 914.94 920.62 50 NA 7 0 1 31.4 191 138 34+50.00 x 36 2 Manhole D-4 319 12.5 897.86 896.89 913.66 50 NA 70 1 1279.5 132 191 57+50.00 x 12 2 Catch Basin K-10 4 3.0 914.94 914.87 920.62 50 NA 70 1 2.6 192.0 136 34+60.00 x 15 2 Catch Basin K-10 4 5.0 907.09 907.03 913.07 50 NA 70 1 3.9 139 192A 57+50.00 x 36 2 Manhole D-4 94 7.9 908.22 907.92 917.25 50 NA 7 0 1 244.4 189 139 34+62.50 x 18 2 Manhole C-4 101 6.4 904.78 902.10 913.45 50 NA 7 0 1 121.5 1398 195 58+35.34 x 36 2 Manhole D-4 81 5.1 908.48 908.22 915.61 50 NA 70 1 145.1 192A 135 35+10.00 x 12 2 Catch Basin K-10 4 5.4 906.54 906.49 912.54 50 NA 7 0 1 3.9 141 192 58+40.00 x 12 2 Catch Basin K-10 4 -0.9 915.55 915.48 915.68 50 NA 7o 1 1.3 195 140 35+10.00 x x 12 2 INLET J-10 47 4.8 907.56 906.54 912.54 50 NA 70 1 35.3 135 193 58+50.00 x x 12 2 INLET J-10 70 0.0 916.40 915.55 918.29 50 NA 70 1 7.8 192 141 35+10.00 x 18 2 Manhole C-4 44 7.1 904.62 904.78 913.20 50 NA 7 o 1 58.8 139 194 58+55.00 x 36 2 Manhole D-4 34 3.5 908.60 908.48 914.45 50 NA 7 0 1 47.1 195 143 35+60.00 x x 12 2 INLET J-10 47 9.1 907.13 906.70 921.30 50 NA 70 1 68.0 142 202 59+93.00 x 36 2 Manhole DA 132 3.1 909.02 908.60 915.44 50 NA 70 1 167.3 194 142 35+60.00 x 12 2 Catch Basin K-10 4 9.4 906.70 906.65 921.30 50 NA 7.0 1 6.5 141.0 196 61+01.52 x x 12 2 INLET J-10 48 4.4 915.39 914.44 920.38 50 NA 70 1 32.7 197 141A 35+60.00 x 18 2 Manhole C-4 46 6.5 905.15 904.99 912.95 5 NA 70 1 103.0 141 197 61+01.95 x 12 2 Catch Basin K-10 4 5.0 914.44 914.40 920.16 50 NA 70 1 3.9 198 146 37+00.00 x x 12 2 INLET J-10 47 3.2 906.81 906.41 911.61 50 NA 7 0 1 24.8 145 198 61+02.01 x 36 2 Manhole D-4 112 5.8 909.37 909.02 920.62 50 NA 7 0 1 223.5 202 145 37+00.00 x 12 2 Catch Basin K-10 4 4.7 906.41 906.07 911.61 50 NA 70 1 3.9 144 199 62+00.00 x x 12 2 1 NLETJ-10 47 3.7 913.86 913.55 917.53 50 NA 70 1 28.8 197 144 37+00.00 x 18 2 Manhole C-4 136 5.7 905.57 905.15 912.26 50 NA 70 1 147.7 141A 200 62+00.00 x 12 2 Catch Basin K-10 4 3.6 913.55 913.50 917.53 50 NA 70 , 1 2.6 201 147 37+00.00 x 36 2 Manhole D-4 244 11.7 898.61 897.86 912.28 50 NA 70 1 916.2 138 201 62+00.00 x 36 2 Manhole D-4 92 7.2 909.67 909.37 918.75 50 NA 7.0 1 218.3 198 149A 37+60.00 x 15 2 Manhole C-4 56 4.9 906.09 905.82 911.87 50 NA 70 1 47.1 144 203 62+81.81 x 12 2 Catch Basin E-7 28 4.8 912.00 911.89 917.49 50 NA 7 0 1 20.9 203A 150A 37+80.00 x x 12 2 INLET 53 3.6 906.92 906.76 911.22 50 NA 70 1 31.4 145A 203A 63+00.00 x x 18 2 InletK-10 39 4.2 911.64 911.50 916.44 50 NA 70 1 103.0 204 145.0 37+60.00 x 12 2 Catch Basin K-10 4 3.9 906.76 906.44 911.22 50 NA 7 0 1 2.6 149A 2036 63+40.00 x 12 2 INLET J-10 36 4.7 911.77 911.64 916.31 50 NA 70 1 27.4 203.0 148 37+80.00 x 12 2 Gatch Basin E-7 25 3.2 906.66 906.44 909.58 50 NA 70 1 13.1 149A 204 63+00.00 x 18 2 Catch Basin K-10 8 4.5 911.50 911.47 916.44 50 NA 7.0 1 7.8 205 147.0 38+25.00 x 36 2 Manhole D-4 119 10.2 898.99 898.61 911.66 50 NA 7.0 1 389.5 147 204A 63+40.00 x 12 2 INLET J-10 36 5.0 911.63 911.50 916.31 50 NA 7.0 1 28.8 204 149 39+00.00 x x 12 2 INLET J-10 47 2.6 906.86 906.50 910.64 50 NA 70 1 20.9 150 205 63+00.00 x 36 2 Manhole D-4 94 5.9 909.97 909.67 918.59 50 NA 70 1 188.2 201 150 39+00.00 x 12 2 Inlet K-10 96 2.4 906.53 906.14 910.64 50 NA 7 U 1 40.5 153 241 Structure Deleted 154A 39+80.00 x 36 2 Manhole D-4 151 9.1 899.48 899.03 911.04 50 NA 7.0 1 444.4 147A 240 Structure Deleted 152 40+00.00 x x 12 2 INLET J-10 47 2.3 906.34 906.17 910.13 50 NA 70 1 18.3 153 239 Structure Deleted 153 40+00.00 x 12 2 Catch Basin K-10 69 2.5 906.14 905.75 910.13 50 NA 70 1 28.8 154 244 Structure Deleted 154 Structure Deleted 243 Structure Deleted 155 40+72.00 x x 12 2 INLET B-15 47 2.2 906.25 906.07 909.89 5 NA 70 1 18.3 156 242 Structure Deleted 156 40+72.00 x 12 2 Catch Basin C-15 49 2.7 905.75 905.55 909.89 50 NA 7.0 1 22.2 157 246 Structure Deleted 157 Structure Deleted 247 Structure Deleted 160A 40+94.00 'x 24 2 Manhole C-4 86 1.2 904.40 901.47 907.79 50 NA 70 1 37.9 Connect to Ex.Structure 245 Structure Deleted 157A 41+12.00 x 15 2 Catch Basin E-7 24 0.6 906.55 906.37 908.62 50 NA 701 1 5.2 158 247.0 Structure Deleted 158 41+25.00 x x 18 2 INLET K-10 47 1.0 906.12 905.54 908.04 50 NA 70 1 14.4 159 246.0 Structure Deleted 159 41+25.00 x 24 2 Catch Basin K-10 17 1 .2 905.04 904.61 908.67 50 NA 70 1 7.8 161A 245.0 Structure Deleted 161A 41+25.00 x 24 2 Manhole C-4 27 1 .1 904.61 904.39 907.36 50 NA 70 1 11.8 160A 249 Structure Deleted 160 42+00.00 x x 12 2 INLET J-10 47 2.1 906.85 906.53 910.71 50 NA 70 1 18.3 161 250 Structure Deleted 161 42+00.00 x 12 2 Inlet K-10 71 2.4 906.53 906.04 910.71 50 NA 70 1 28.8 159 248 Structure Deleted 162 42+90.00 x 36 2 Manhole D-4 300 8.9 900.38 899.48 912.61 50 NA 70 .1 863.9 154.0 249.0 Structure Deleted 164 43+03.00 x 24 2 Manhole C-4 174 1 .5 905.82 904.61 910.00 50 NA 7 U 1 83.6 161.0 277 87+60.00 x 12 3 Pipe 16 -0.9 915.37 915.48 915.54 50 NA 7 U 1 - . �, m HORIZONTAL SCALE BRIDGE FILE / n� � * Casting Elevation is Provide for Information Only, Verify Elevation Prior to Construction \\� CITY OF CARMEL .� 4P� i"s"reRYF'P `�� RECOMMENDED [� c � � `�� fO•�'' � FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION No. DESIGN ENGINEER DATE x s 60910005 r SURVEY BOOK SHEET p STATE OF _� DESIGNED: VA DRAWN: SAJ 70 of 72 p�pppii S N A L \\o\\\\o STRUCTURE DATA SHEET CONTRACT PROJECT G/G///p///Ip11111111111111111111\N\\\\\\\\\\� CHECKED: PWM CHECKED: VA X 06-21 o • a Model: Str-Data-Sheetl Drawing: PATransportation\20067400 Shelboume Rd\30 SheetDrawings\30 Tables\,STR-DATA.dgn LOCATION FLOWLINE LOCATION FLOWLINE z O CO z m w O O J < � O m w O O � Cnn Cn C O w MANHOLE,CATCH w d t- ¢ °-- Q � �- "' � w MANHOLE,CATCH w t� Q ¢ '- "' z � _ z w � r �' SAFETY O m = ¢ - J v O ~ „ t w Of z - U w f z E- - "' I w z z w w SAFETY w = BASIN, INLET,OR w w L� U {r, GRATED BOX END = BASIN,INLET,OR � w t- w 0 F- �? cn GRATED BOX END Cr STATION , , SIZE w cn U v, Q J z w 7) METAL END REMARKS STATbN ,; t� O SIZE `- w v �„ v Y z w METAL END REMARKS Q- SPECIALTY ��, Q z ¢ � w I � �? W ° SECTION w �- �' - `} o u r m � W cn w SECTION LU � SPECIALTY z Y o cn z ¢v ® d � SEG11G�1 W w STRUCTURE w � t- � z '- a- STRUCTURE w CO °� w Y � m w SECTION O U3 ''' U cn W U Cr w Z U O cn w v cn w U Cr w Z C) ¢ � 2! 0 a- O � o � a � z0 ci O V- cn m " a c cn m O U � tY U ti 0- ua in t DEG. t ELEV. ELEV. ELEV. yr yd' Ton yd EACH TYPE SLOPE EACH SLOPE EACH in ft DEG. ft ELEV. ELEV. ELEV. yr yd 3 Ton ydi EACH TYPE SLOPE EACH SLOPE EACH 251 87+72.00 x 12 2 Catch Basin E-7 70 1.2 914.95 914.70 918.06 50 NA 7.0 1 18.3 252 253 88+17.00 x 12 2 Catch Basin K-10 62 1.5 914.54 914.32 918.12 50 NA 7,01 1 18.3 OUTLET TO DITCH 252 88+26.00 x x 12 2 Inlet K-10 47 2.0 914.70 914.54 919.79 50 NA 7.0 1 17.0 253 Line"PR-E-131" 254 36+75.89 x 12 2 Inlet B-15 8 3.0 915.79 915.76 919.56 50 NA 70 1 3.9 255 255 36+75.89 x 12 2 Manhole C-4 80 3.2 915.52 915.22 919.90 50 NA 7.0 1 41.8 259 256 37+00.00 x 12 2 Inlet B-15 8 4.3 913.01 912.98 918.39 50 NA 7 0 1 6.5 257 257 37+00.89 x 24 2 Manhole C-4 1231 3.3 911.66 911.39 918.22 50 NA 70 1 5.2 262 258 37+60.00 x 12 2 Inlet B-15 8 3.0 915.29 915.27 919.24 50 NA 7 0 1 1.3 259 259 37+60.00 x 12 2 Manhole C-4 162 2.8 915.22 914.77 919.30 50 NA 7.0 1 3.9 266 260 37+75.00 x 12 2 Inlet B-15 46 3.1 913.40 913.25 917.32 50 NA 7.0 1 2.6 261 261 38+25.00 x 12 2 Inlet C-15 11 2.0 914.10 912.92 917.58 50 NA 7.0 1 52 262 262 38+25.89 x Existing Manhole Adjust Casting to Grade 263 39+00.00 x 12 2 Inlet B-15 8 2.6 912.98 912.95 916.95 50 NA 7.0 1 1.3 264 264 39+00.00 x 2 Manhole C-4 265 39+25.89 x 12 2 Inlet B-15 8 2.7 914.80 914.77 918.84 50 NA 7.0 1 1.3 266 266 39+25.89 x 12 2 Manhole C-4 96 2.2 914.57 914.27 918.19 50 NA 70 1 2.6 271 267 39+75.00 x 12 2 Inlet B-15 46 2.9 913.10 912.95 916.98 50 NA 7.0 1 1.3 268 268 40+25.00 x 12 2 I nlet C-15 9 4.0 912.25 912.22 918.00 50 NA 7.0 1 6.5 269 _ 269 40+23.51 x Existing Manhole Adjust Casting to Grade 270 .40+25.89 x 12 2 Inlet B-15 8 1.8 914.77 914.74 918.00 50 NA 7.0 1 3.9 271 271 40+25.89 x 15 2 Manhole C-4 241 2.4 913.77 913.04 917.14 50 NA 70 1 112.4 273 272 42+17.25 x Existing Manhole Adjust Casting to Grade 273 42+69.05 x 12 2 Manhole C-4 25 2.8 1 913.14 913.05 917.06 50 NA 7.0 1 11.8 274 274 42+68.81 x x 12 2 Existing Inlet 57 3.0 912.95 912.41 916.72 50 NA 7 Cr 1 3.9 275 Adjust Casting to Grade 275 42+68.06 x 12 2 Existing Inlet 24 4.3 912.16 911.79 916.60 50 NA 7.0 1 1.3 276 Adjust Casting to Grade 276 42+67.15 x 0 Existing Manhole 0 0.0 0.00 0.00 0.00 50 NA 7.0 1 0 jAdjust Casting to Grade Line "PR-A" 166B 45+18.00 12 2 Catch Basin E-7 28 3.0 907.44 907.34 910.13 50 NA 70 1 14.4 167A 172A 47+65.00 x 12 2 Catch Basin E-7 20 3.1 909.55 1 909.48 913.62 50 NA 70 1 10.5 172 168A 46+50.00 x 12 2 Catch Basin E-7 31 3.4 908.05 907.95 912.26 50 NA 70 1 17.0 169 177A 52+00.00 x 12 2 Pie 31 4.2 912.94 912.82 0.00 50 NA 7 0 1 20.9 176 183A 55+00.00 x 12 2 Pipe 40 5.9 913.48 912.93 0.00 50 NA 7.0 1 36.6 184 1086 24+77 x 15 2 Pie 89 1.9 890.00 888.50 50 NA 70 1 114.0 108A 195A 59+89 x 12 2 InletJ-10 4 2.4 916.97 916.50 920.72 50 NA 7.0 1 7.0 202 m CL 0 d P J Q m HORIZONTAL SCALE BRIDGE FILE Casting Elevation is Provide for Information Only,Verify Elevation Prior to Construction STr �S °"�. RECOMMENDED h CITY OF CARMEL c ° R� RFD'•.• r FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o ND' G DESIGN ENGINEER DATE x g 60910005 a r SURVEY BOOK SHEET S,O`•., STATE OF �$ DESIGNED: VA DRAWN: SAJ 71 of 72 jOOjoiS�ONAL F����"`�\\ STRUCTURE DATA SHEET O Gb/�����/�UIIIIIIIIIIIIII111111N���`�\� CHECKED: PWM CHECKED: VA CONTRACT PROJECT X 1 1 06-21 Model: Stir-Data-SheeQ Drawing: PATransportabon00067400 Shelboume RdM SheetDrawings\30 TablesZTR-DATA.dgn FENCE SUMMARY TABLE STRUCTURE REMOVAL TABLE MAILBOX LOCATIONS Approx. Location Fence Length (ft) _ Remove (Ea.) From Station To Station Lt. / Rt. Farm field Chain link Wood Rai Description Station Offset Lt. / Rt. Inlet Manhole Catch Basin Line "A" Line "A" LT DESCRIPTION PTIO N RT BOX DE R WIDTH, W ASSEMBLY REQ'D 27+06.55 28+49.71 Rt. 143. 16 Remove & replace fence 41+12.00 0+23.80 Rt. 1 STATION (FT) SINGLE DOUBLE 27+06.55 27+07.05 Rt. 76 Remove & replace fence 42+50.00 0+24.40 Rt. 1 27+27.60 27+52.94 Rt. 56 Remove & replace fence 44+14.00 0+17.00 Lt 1 Line "PR-A" 32+09.07 32+82.31 Rt. 73.24 Remove & replace fence 44+14.00 0+12.00 Lt. 1 RT 21 +23 ' X 33+05.65 33+15.39 Rt. 9.74 Remove & replace fence 44+53.00 0+32.40 Rt. 1 33+15.92 33+16. 12 Rt. 69 Remove & replace fence 45+40.00 0+13.80 Lt. 1 RT 30+63 X 35+31.57 39+72.98 Rt. 441.41 Remove & replace fence p 45+40.00 0+32.50 Lt. 1 RT 32+78 X 39+72.98 39+73.60 Rt. 160 Remove & replace fence 47+44.00 0+52.45 Rt. 1 RT 35+01 X 43+30.03 50+86.74 Rt. 350 Remove & replace fence RT 39 44+ X 60+97.82 66+03.64 Rt. 505.82 Remove & replace fence RT 47+67 X RT 63+60 X RT 70+07 X RT 71 +25 X RT 72+52 X RT 73+40 X RT 74+49 X RT 75+18 X RT 79+12 X --,-TOTAL = 14 Total 1534.37 FT1 350 FT 1 0 FT 8 0 Wetland Area A - Location Table Wetland Area B - Location Table Station Line Lt/Rt Offset Station Line Lt/Rt Offset 60+76.65 A Rt 54.66 10+64.38 S-126-A Lt 16.99 60+76.73 A Rt 29.58 10+92.87 S-126-A Lt 63.45 60+77.94 A Rt 21.02 11+16.39 S-126-A Lt 59.67 61+23.37 A Rt 15. 12 11+61.90 S-126-A Lt 15.76 61+48.96 A Rt 26.31 61+60.81 A Rt 36.61 61+95.37 A Rt 32.07 62+20.32 A Rt 36.91 62+42. 15 A Rt 26.82 62+68.52 A Rt 16.95 62+93.23 A Rt 16.73 63+40.00 A Rt 18. 13 ' 63+58.97 A Rt 27.7 63+60.48 A Rt 37.83 m HORIZONTAL SCALE BRIDGE FILE a \\ yuuuuuumumunuu RECOMMENDED CITY OF CARMEL FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION * 609N 0005 DESIGN ENGINEER DATE X o - - C -ot �a y p SURVEY BOOK SHEET DESIGNED: VA DRAWN: SAJ MISCELLANEOUS SUMMARY SHEET 72 of 72 C ���s''• NDIANP• `G���`a A S IJ CONTRACT PROJECT "iigigGunll�uNull W umueu\ \\a a CHECKED: PWM CHECKED: VA X 06-21 Model: Misc-Data-Sheetl Drawing: pAtrensportabon\20067400 shelboume rd130 sheetdrawings\30 tablesUu&-Tables.dgn II II II I 'II II • II r' 'III II (4)AME-G (3)SYR-R (3)AME-G (5)SYR-R (5)SYR-R (3)PRU-V PRU ( ) I I V _____________ ________________ ___ ___-___-- �` ` II _ ________________ H U _ ❑H U II M M I. T ❑ T D U HU m ❑HU ,T,❑HU ❑H —�— ❑HU 1 ❑ U ❑HU ❑HU HU ❑ U ❑HU ❑HU ❑HU ❑HU ❑HU C I ' ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU ❑ U ❑HU ❑HU QH ❑ - ; SHELBORNE ROAD 5+00 zb+oo z +°° 00 29+00 O+ 21+00 22+00 23+00 4+00 JSHELBORNE ROAD (3)ULM-P ZEL-S(2) .� < CLA-L(3) ?ti- --------- -- -- CLA-L(3) - E_ -- --------- ----- -------- 1 1 PRU-V(3) SYR-R(5) , ------------- _____________________--------_ ___ ________ _ __ ____ __ _______ -_ 1 W Rrencl, main W > !, O II m -� m n _ GENERAL NOTES o < „ 1. REFER TO LS-7 FOR PLANTING SCHEDULE AND I'll m DETAILS. 2. REFER TO LS-8 TO LS-10 FOR ROUNDABOUT GRADING PLANS. 3. REFER TO LS-13 AND LS-14 FOR IRRIGATION PLANS. 4. REFER TO ROAD PLANS FOR ALL LAWN AREAS OUTSIDE OF THE ROUNDABOUTS. 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL PLANT BEDS, REFER TO DETAIL 3, LS-7, UNLESS NOTED 0 15' 30' 60' OTHERWISE. a%r6mmm� 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT LOCATIONS AND PLANT BED EDGES PRIOR TO NORTH SCALE: 1"—30' INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED. 7. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. 8. RECONDITION AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 9. ALL PLANT BEDS TO RECEIVE 2" MINIMUM OF SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL INSTALL PLANTING SOIL IN ALL PROPOSED PLANT BED AREAS, AND ALL PROPOSED/DISTURBED LAWN AREAS WITH THE ROUNDABOUT. GENERAL EARTHWORK AND LANDSCAPE CONTRACTOR SHALL COORDINATE QUANTITY AND PLACEMENT OF PLANTING SOIL. LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF PLANTING SOIL PRIOR TO PLANT INSTALLATION. REFER TO SPECIFICATIONS FOR TESTING AND PLACEMENT OF REQUIREMENTS OF PLANTING SOIL. 11 . REFER TO DETAIL 6 LS-7 FOR PLANTING SOIL PLACEMENT. HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1:30 .A\N °Si"I'll RECOMMENDED � 1-18-10 SHELBORNE ROAD VERTICAL SCALE DESIGNATION FOR APPROVAL 1.30 LS-1 N0. 97 21 - LANDSCAPE ARCHITECT DATE SURVEY BOOK SHEET '�;`•. ATE ::'�v;; DESIGNED: CC DRAWN: �� LANDSCAPE PLAN 1 of 14 CONTRACT PROJECT , 'yp MD...... . 1 74-00 ""'',04PE ARC�`��`, CHECKED: KO CHECKED: KO GENERAL NOTES 1 . REFER TO LS-7 FOR PLANTING SCHEDULE AND DETAILS. 2. REFER TO LS-8 TO LS-10 FOR ROUNDABOUT GRADING PLANS. 3. REFER TO LS-13 AND LS-14 FOR IRRIGATION PLANS. 4. REFER TO ROAD PLANS FOR ALL LAWN AREAS OUTSIDE OF THE ROUNDABOUTS. 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL PLANT BEDS, REFER TO DETAIL 3, LS-7, UNLESS NOTED OTHERWISE. 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT LOCATIONS AND PLANT BED EDGES PRIOR TO INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED. 7. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS : (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO = VERIFY BED MEASUREMENTS AND INSTALL c W APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. 8. RECONDITION AND RESTORE ALL AREAS DISTURBED o BY CONSTRUCTION ACTIVITIES. c 0 9. ALL PLANT BEDS TO RECEIVE 2" MINIMUM OF SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL INSTALL PLANTING SOIL IN ALL PROPOSED PLANT BED AREAS, AND ALL PROPOSED/DISTURBED LAWN AREAS WITH THE N ° ROUNDABOUT. GENERAL EARTHWORK AND N LANDSCAPE CONTRACTOR SHALL COORDINATE -i QUANTITY AND PLACEMENT OF PLANTING SOIL. LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF m PLANTING SOIL PRIOR TO PLANT INSTALLATION. REFER o TO SPECIFICATIONS FOR TESTING AND PLACEMENT OF REQUIREMENTS OF PLANTING SOIL. 11 . REFER TO DETAIL 6 LS-7 FOR PLANTING SOIL (180)GER-S PLACEMENT. / o (41)SPI-] o = = C C SPI-J(41) JUN-C(18) (9)ROS-M ROS-M(9) LIR- (8 1) G E R-S(176 SOD(2,696 sf) ++ +++ (3)PRU-V (3)SYR-R (3)AME-G + + + + + +++ + + (3)AME-G D IT + + + ++ + ++++ + + EAS ENT FOR A SEWER PIPE RECD DE D� PER-M(195 + ++ + ++ . + + + + + JULY 2004 AS INSTR. #20040004 i7lu ❑HU + . 00)PER-M HU + U — 1 1 1 1 1 SYR-R(2) 1 _ 1 ❑HU Ft 1 ❑HU` 1 ❑H1U a, �U ❑ U ❑HU : : U ❑HU U - r� _J JJ J' - : ��� HU ❑HU EH -LH ❑HU ❑HU ❑Hu - 0+00 31+00 �N 33. 0 0 35+0 36+00 38+00 9+00 LIR-S(720)--1 35+ (4)zEL-s ��.� ` SHELBORNE ROAD R% 3, (5)MAG-G (3)ZEL-S (1)CLA-L R (5)AES-C IN, LN LJ � LA J 1 CAL-A(110 LA J i AES-C(3) AES-C(3) CLA-L(7) C N II I m w I I w 0 15' 30' 60' Z I I 2 < �0 II II NORTH SCALE: I"= 30' Q • `,,,11 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE �......��P,f, RECOMMENDED 1:30 ' = FOR APPROVAL 1-18-10 SHELBORNE ROAD VERTICAL SCALE DESIGNATION N0. 97 21 LANDSCAPE ARCHITECT DATE 1:30 LS-2 STATE OF f SURVEY BOOK SHEET y �, , DESIGNED: CC DRAWN: CC =,y0 �MDI.AN� '���, LANDSCAPE PLAN 2 of 14 , ,14PE ARC���`` CHECKED: KO CHECKED: KO CONTRACT PROJECT 74-00 I I ED ' (3)SYR-R (3)SYR-R =% (3) ME-G (3)AME-G E 2 PRU-VI I C PIPE RECO DE ( ) (3)PRU-V (3)PRU-V 2)AME-G I #2004000 719 (� Z 'T3� • T,T,, , T,, , ❑HU ❑ U HU HU ❑HO ❑HU ❑HU HU HU , , T I Nv (3)ZEL-S QUE-0(2) ❑HU ;�, (2)QUE-O ULM-P(3) (4)QUE-0 ,T, 7T, T, ,T, ,T, ZEL-S(3) - LAJ HU ❑HU UHU ❑HU ❑ U ❑HU ❑HU ❑HU U ❑HU ❑HU ❑HU ❑HI�AJ ❑HU I 9+00 0+00 41+00 2+00 43+00 44+00 45+ 46+00 CT- 47+00 48+ r3 I I I A II I ----- ------------- --- --------- SHELBORNE ROAD -- r3 I L�J N Lu z �, ------ /�" v w U J Q (3)AME-G (9)SYR-R (3)AME-G (6)SYR-R (3)AME-G SYR-R(6) AME-G(4) � JU ­ T ,ti T„r, �LIH ❑HU ❑HU ❑HU ❑HU ❑HU - QUE-O(3) `T ❑HU OH U ❑HU ❑HU ❑HU ❑HU (3)ULM-P (4)QUE-O I (2)ZEL-S `A ❑HU ❑HU U D ❑HU HHU ❑HU ❑HU ❑HU UH rAJ ❑HU 48+00 49+00 0+00 51+00 2+00 11;3+00 4+00 55+00 56+ 57+00 ZEL-S(5) SHELBORNE ROAD SHELBORNE ROAD SYR-R(3) - - - - - - - - �i U o 0 0 1 1 Lu + 0 ui v � U Q 5 GENERAL NOTES 1 . REFER TO LS-7 FOR PLANTING SCHEDULE AND 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT 9. ALL PLANT BEDS TO RECEIVE 2” MINIMUM OF DETAILS. LOCATIONS AND PLANT BED EDGES PRIOR TO SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. 0 15' 30' 60' INSTALLATION. ON-SITE ADJUSTMENTS MAY BE 2. REFER TO TO LS-10 FOR ROUNDABOUT REQUIRED. 10. CONTRACTOR SHALL INSTALL PLANTING SOIL IN GRADING PLANS. ALL PROPOSED PLANT BED AREAS, AND ALL NORTH SCALE: I"=30' 7. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY PROPOSED/DISTURBED LAWN AREAS WITH THE 3. REFER TO LS-13 AND LS-14 FOR IRRIGATION PLANS. TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND ROUNDABOUT. GENERAL EARTHWORK AND PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS LANDSCAPE CONTRACTOR SHALL COORDINATE 4. REFER TO ROAD PLANS FOR ALL LAWN AREAS (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED QUANTITY AND PLACEMENT OF PLANTING SOIL. OUTSIDE OF THE ROUNDABOUTS. BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF VERIFY BED MEASUREMENTS AND INSTALL PLANTING SOIL PRIOR TO PLANT INSTALLATION. REFER 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT TO SPECIFICATIONS FOR TESTING AND PLACEMENT PLANT BEDS, REFER TO DETAIL 3, LS-7, UNLESS NOTED SPACING PER SCHEDULE. OF REQUIREMENTS OF PLANTING SOIL. OTHERWISE. 8. RECONDITION AND RESTORE ALL AREAS DISTURBED 11. REFER TO DETAIL 6 LS-7 FOR PLANTING SOIL BY CONSTRUCTION ACTIVITIES. PLACEMENT. ' HORIZON CITY OF CARMEL TAL SCALE BRIDGE FILE o RECOMMENDED 1:30 FOR APPROVAL L�N0 97 1 - 1-18-10 SHELBORNE ROAD VERTICAL SCALE DESIGNATION . 2 `; _ LANDSCAPE ARCHITECT DATE 1:30 LS-3 STAN OF SURVEY BOOK SHEET v. DESIGNED: CC DRAWN: CC LANDSCAPE PLAN CONTRACT PROJECT CHECKED: KO CHECKED: KO 74-00 GENERAL NOTES 1 1 . REFER TO LS-7 FOR PLANTING SCHEDULE AND DETAILS. 2. REFER TO LS-8 TO LS-10 FOR ROUNDABOUT • GRADING PLANS. (2,704 sf)SOD 3. REFER TO LS-13 AND LS-14 FOR IRRIGATION PLANS. I r, T, (718)LIR-S I 4. REFER TO ROAD PLANS FOR ALL LAWN AREAS I' `` -- I OUTSIDE OF THE ROUNDABOUTS. (3)SYR-R (4)PRU-V (3)PRU-v (5)SYR-R i 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL i PLANT BEDS, REFER TO DETAIL 3, LS-7, UNLESS NOTED OTHERWISE. C3 I ® 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT CAL-A(110 LOCATIONS AND PLANT BED EDGES PRIOR TO A (3)ZEL-S — ❑HU ❑HU ❑HU ❑HU ❑HU ❑HU iT\ . .: ❑HU ❑HU ❑HU ❑HU $ INSTALLATION. ON-SITE ADJUSTMENTS MAY BE C7Hl :: U (3)ZEL-S REQUIRED. V57+00 58=+00 s ±Q 5)4alAG-G +oo 1 5)PER-M 7. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY '- TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND c PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS SHELBORNE ROAD (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO �RpP� VERIFY BED MEASUREMENTS AND INSTALL + + + APPROPRIATE QUANTITIES AS GOVERNED BY PLANT + + ++ + SNE SPACING PER SCHEDULE. AES-C(2) (9)ROS- _ 8. RECONDITION AND RESTORE ALL AREAS DISTURBED PER-X1(200 ++++++ ++++++ BY CONSTRUCTION ACTIVITIES. \ --RQS-M(9� \ p 9. ALL PLANT BEDS TO RECEIVE 2" MINIMUM OF \ \ w I SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. \ \ Z \ GER-S(18� \ __ _ --(176)G R-S 10. CONTRACTOR SHALL INSTALL PLANTING SOIL IN Q \\ JUN-C(18) + \ ALL PROPOSED PLANT BED AREAS, AND ALL SPI-J(4 1) PROPOSED/DISTURBED LAWN AREAS WITH THE \ \ I = ROUNDABOUT. GENERAL EARTHWORK AND \ \ c (41)SPI-J LANDSCAPE CONTRACTOR SHALL COORDINATE \ \ I QUANTITY AND PLACEMENT OF PLANTING SOIL. LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF \ (8 1)LIR-S PLANTING SOIL PRIOR TO PLANT INSTALLATION. REFER \ C TO SPECIFICATIONS FOR TESTING AND PLACEMENT C - OF REQUIREMENTS OF PLANTING SOIL. \ (3)ULM-P,l- • 11 . REFER TO DETAIL 6 LS-7 FOR PLANTING SOIL PLACEMENT. I (3)PRU-V - o + C i C - I• + ; I i L�J I � C / C C 0 15' 30' 60' NORTH SCALE: 1"=30' CITY OF CARMEL HORIZ 1:30 SCALE BRIDGE FILE ..• RECOMMENDED No. 9 1 ' FOR APPROVAL 1-18-1 C SHELBORNE ROAD VERTICAL SCALE DESIGNATION LANDSCAPE ARCHITECT DATE 1:30 LS4 STATE OF „ SURVEY BOOK SHEET y �, ; DESIGNED: CC DRAWN: CC y0 '�NDI.AN� '�1�► LANDSCAPE PLAN 4 of 14 ,,,s04PE pgLC%%%`� CONTRACT PROJECT CHECKED: KO CHECKED: KO 74-00 W O 8 (1)EUCuU � I I GENERAL NOTES AME-G(1) 1 . REFER TO LS-7 FOR PLANTING SCHEDULE AND DETAILS. o I I i 2. REFER TO LS-8 TO LS-10 FOR ROUNDABOUT GRADING PLANS. AME-G(3) 3. REFER TO LS-13 AND LS-14 FOR IRRIGATION PLANS. 4. REFER TO ROAD PLANS FOR ALL LAWN AREAS OUTSIDE OF THE ROUNDABOUTS. 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL PLANT BEDS, REFER TO DETAIL 3, LS-7, UNLESS NOTED OTHERWISE. 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT LOCATIONS AND PLANT BED EDGES PRIOR TO rn INSTALLATION. ON-SITE ADJUSTMENTS MAY BE REQUIRED. PRU-V(3) o 7. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT w SPACING PER SCHEDULE. N + ' O (5)EUC-u 8. RECONDITION AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 9. ALL PLANT BEDS TO RECEIVE 2" MINIMUM OF SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. AME-G(2) 10. CONTRACTOR SHALL INSTALL PLANTING SOIL IN C- ALL PROPOSED PLANT BED AREAS, AND ALL PROPOSED/DISTURBED LAWN AREAS WITH THE ROUNDABOUT. GENERAL EARTHWORK AND (3)GIN-B LANDSCAPE CONTRACTOR SHALL COORDINATE o QUANTITY AND PLACEMENT OF PLANTING SOIL. LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF PLANTING SOIL PRIOR TO PLANT INSTALLATION. REFER TO SPECIFICATIONS FOR TESTING AND PLACEMENT OF REQUIREMENTS OF PLANTING SOIL. o 11 . REFER TO DETAIL 6 LS-7 FOR PLANTING SOIL C- PLACEMENT. a ❑HU ❑HU — — ti — _ _ ❑HU - ❑HU - ❑HU - - ❑HU --� P R-M (3 2) oNU -i - - — - - - - - - - - - - - - - - - - - -- - — — _ ----------------------------________------- ---- m ; – — _ ti m EUC-U(3) – C • – J � J -r p O (3)GIN-B JUN-C(9 (200)LIR-S i! W (12)ROS-M 85+00 86+ 87+0 88+0 89+00 SHELBORNE ROAD IN-B ITE-V(5 ) 85+0p + + + + + (15)CAL- • + + + • + + + M,k3-G( (3)GIN-B C + + + F❑ CAL-A(15) .y. F❑ R� a7 �❑ F❑ ROS- (12) + + OR SN o (3)EUC-U + • LIR,S 99 9 3 U -C (3,374 sf)SOD 3 = (360)PER-M 0 15' 30' 60' I MATCHLINE E NORTH SCALE: I"=30' HORIZONTAL SCALE BRIDGE FILE U�P '; RECOMMENDED CITY OF CARMEL 1:30 y SHELBORNE ROAD FOR APPROVAL 1-18-1 VERTICAL SCALE DESIGNATION NO. 9 21 `; _ LANDSCAPE ARCHITECT DATE 1:30 LS-5 STATE OF :: SURVEY BOOK SHEET ; .�y . �N P .:��,; DESIGNED: CC DRAWN: CC 5 of 14 D1A" LANDSCAPE PLAN � . � •,SC�pE p,(t � `� CONTRACT PROJECT CHECKED: KO CHECKED: KO 74-00 GENERAL NOTES 1 . REFER TO LS-7 FOR PLANTING SCHEDULE AND DETAILS. 2. REFER TO LS-8 TO LS-10 FOR ROUNDABOUT GRADING PLANS. 3. REFER TO LS-13 AND LS-14 FOR IRRIGATION PLANS. 4. REFER TO ROAD PLANS FOR ALL LAWN AREAS OUTSIDE OF THE ROUNDABOUTS. 5. PROVIDE SPADE EDGE BETWEEN LAWN AND ALL PLANT BEDS, REFER TO DETAIL 3, LS-7, UNLESS NOTED OTHERWISE. 6. LANDSCAPE ARCHITECT TO INSPECT ALL PLANT LOCATIONS AND PLANT BED EDGES PRIOR TO o INSTALLATION. ON-SITE ADJUSTMENTS MAY BE O U) REQUIRED. w V) 7. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY �rN,,, TAKE-OFFS USING DRAWINGS, SPECIFICATIONS AND m PLANT SCHEDULE. PLANT SCHEDULE REQUIREMENTS .­o (I.E. SPACING) DICTATE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT w SPACING PER SCHEDULE. a 8. RECONDITION AND RESTORE ALL AREAS DISTURBED L'-' BY CONSTRUCTION ACTIVITIES. w Z 9. ALL PLANT BEDS TO RECEIVE 2" MINIMUM OF u SHREDDED BARK MULCH UNLESS NOTED OTHERWISE. Q (2)GIN-B 10. CONTRACTOR SHALL INSTALL PLANTING SOIL IN ALL PROPOSED PLANT BED AREAS, AND ALL (2)GIN-B (4)EUC-U (2)GIN-B (3)GIN-B (1)GIN-B PROPOSED/DISTURBED LAWN AREAS WITH THE U ROUNDABOUT. GENERAL EARTHWORK AND ? =-► (3)GIN-B (4)EUC-U LANDSCAPE CONTRACTOR SHALL COORDINATE rn QUANTITY AND PLACEMENT OF PLANTING SOIL. �- LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF a Q Q o a F PLANTING SOIL PRIOR TO PLANT INSTALLATION. REFER -- ---- ----- ----------- -- - - - ____ _____ _ _ __ - - - - TO SPECIFICATIONS FOR TESTING AND PLACEMENT -- -- ---- ---- - ------ -------- ------ --- -- ---------- ------ __ _ ------- ------- - -- OF REQ IREMENTS OF PLANTING SOIL 131 ST STREET 11 . REFER TO DETAIL 6 LS-7 FOR PLANTING SOIL .. - - PLACEMENT. W - - - - - - - - - - - - — - - - � — - - — — — ao+oo W `N rn ❑ 0) ❑ G G W AM E-G(3) 40+00 � QUE-O(3) 3 a2+o0 00 Q U E—O( ) 40+ (4)AME—G 14 (3)PRU—V +00 36+00 = I PRU-V(2) _ -- - ❑ VR - �� I ---- _ ❑HU __ = U ❑HU IHU ❑HU ❑HU ❑HU H ❑H • • �- - _ __ _�- L - J Q Q - o LA 0 15' 30' 60' NORTH SCALE: I"=30' HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL �N .SBU'P RECOMMENDED 1:30 •.................... y� VERTICAL SCALE __ _ DESIGNATION FOR APPROVAL 1-18-10 SHELBORNE ROAD N0. 97 21 LANDSCAPE ARCHITECT DATE 1:30 LS-6 STATE SURVEY BOOK SHEET OF DESIGNED: CC DRAWN: CC ;yOS,C�ND(AN LANDSCAPE PLAN 6 . 4pE AR CONTRACT PROJECT CHECKED: KO CHECKED: KO 74-00 TREES QTY BOTANICAL COMMON CONT CAL AES-C 13 Aesculus x carnea ' Briotii' Briotii Horsechestnut B & B 2.5"Cal AME-G 51 Amelanchier x grandiflora ' Robin Hill' Robin Hill Serviceberry B & B 2"Cal CLA-L 20 Cladrastis lutea American Yellowwood B & B 2"Cal EUC-U 20 Eucommia ulmoides Hardy Rubber Tree B & B 2.5"Cal GIN-B 24 Ginkgo biloba 'Autumn Gold' TM Maidenhair Tree B & B 2.5"Cal MAG-G 16 Magnolia x ' Galaxy' Galaxy Magnolia B & B 2"Cal PRU-V 41 Prunus virginiana ' Canada Red' Canada Red Chokecherry B & B 2"Cal QUE-B 3 Quercus bicolor Swamp White Oak B & B 2.5"Cal QUE-O 29 Quercus robur English Oak B & B 2.5"Cal SYR-R 61 Syringa reticulata ' Ivory Silk' Ivory Silk Japanese Tree Lilac B & B 2"Cal • ULM-P 12 Ulmus parvifolia ' Dynasty' Dynasty Elm B & B 2.5"Cal ZEL-S 28 Zelkova serrata ' Green Vase' Sawleaf Zelkova B & B 2.5"Cal BUD GRAFT SHRUBS QTY BOTANICAL COMMON CONT ROOT COLLAR/FLARE: ITE-V 54 Itea virginica ' Henry' s Garnet' Henry' s Garnet Sweetspire 3 gal REMOVE ANY EXCESS SOIL TO LOCATE AND EXPOSE ROOT FLARE_ FLARE SHALL.BE LEVEL OR UP TO 1"-2" ABOVE FINISHED 1811 - 2411 GRADE JUN-C 54 Juniperus chinensis ' Kallays Compact' Kallay Compact Pfitzer Juniper 3 gal REFER TO PLANS FOR FINISH GRADE 1811 - 2411 REMOVE WIRE BASKETS: — BEFORE TREE IS IN PIT REMOVE BOTTOM OF BASKET CUTTING ROS-M 60 Rosa Meidiland series ' Red' Red Meidiland Rose 3 al HORIZONTALLY_ AFTER TREE IS IN PIT REMOVE THE REST OF THE _ m AREA TO RECEIVE MULCH 9 BASKET CUTTING VERTICALLY_ I _ \\ \\ \\ \\ \\ \ 15 - 18 GUYING SYSTEM (SEE SPEC.'S) 13. //\�/\�/\�\ � TOPSOIL (AS SPECIFIED) ~'1 SPI-J 164 Spiraea x bumalda ' Little Princess' Little Princess Spirea 3 gal 2"-4" OF HARDWOOD MULCH. AGED WOOD CHIPS OR SIMILAR NOTE: ALIGN SPADE EDGE SO AS TO MINIMIZE LARGE 1511 - 1811 MULCH_ KEEP MULCH 2"-3" FROM TRUNK. 3 SPADE EDGE OPEN AREAS WITHOUT PLANT MATERIAL_ SOIL GRADE NO SCALE �- GROUND COVERS QTY BOTANICAL COMMON CONT EQUAL TO SC RE SIDES OF THE PLANTING PIT WALLS 1 1/2-2 TIMES WIDTH OF PIT TO BE 1 1/2-2 TIMES BALL DIAMETER 250 Calamagrostis acutifolia ' Karl Foerster' Foerster' s Reed Grass 2 gal@ 3611 oc BALL DIAMETER F//// BACKFILL USING EXISTING SOIL. WATER THOROUGHLY TO REFER TO PLAN FOR FINISH GRADE ELIMINATE AIR POCKETS 1 11 1 11 11 712 Geranium sanguineum Alpenglow Alpenglow Geranium 1 gal@ 18" oc LEAVE SOIL UNDER BALL UNDISTURBED TO SUPPORT ROOT 7 BALL AND REDUCE SETTLING EQUAL TO SLOPE & SCARIFY SIDES OF PIT i TREE PLANTING BALL DIAME ER WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER 1 — EXCAVATED TOPSOIL OR BACKFILL ".`W" 1,999 Liriope spicata Creeping Lily Turf 1 gal@ 15" oc NO SCALE ° GENERAL NOTES: SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT W ` 1_ REMOVE ALL TAGS AND LABELS_ BOTTOM OF PIT 2. REMOVE TRANSIT GUARD. DRY WELL. DIA: VARIES PER LOCAL CONDITIONS (8" 3. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE MIN_) DEPTH: 3'-4' BELOW ROOT BALL BACKFILL 1,512 Perennial Mix Equal Quantities of the Following 1 gal@ 18" oc LEADERS AT PLANTING TIME_ ° WITH OPEN GRADED #8 GRAVEL Echinacea Purpurea ' Kim' s Knee High", 4. PROVIDE PLASTIC OR METAL FLAGS ON GUY WIRES IN OR NEAR SIDEWALKS_ NOTE: THIS DETAIL FOR USE AS DETERMINED BY SITE Nepeta x faasenii "Walkers Low' , TREE PIT DRY WELL CONDITIONS Leucanthemum x Superbum ' Snow Cap' 4 NO SCALE SOD/SEED QTY BOTANICAL COMMON CONT NOTE: ALL PERENNIAL BEDS SHALL BE PLANTED USING 8,775 Sf Turf Sod Refer to Specifications sod TRIANGULAR PLANTING SCHEME. REFER TO PLANTING 0 SCHEDULE FOR ON-CENTER PLANTING DIMENSION_ 0 3 ROOT COLLAR/FLARE: REMOVE ANY EXCESS SOIL TO LOCATE AND EXPOSE ROOT FLARE_ FLARE SHALL BE LEVEL OR UP TO 1"-2" ABOVE FINISHED GRADE oO4~� p 2"-4" OF HARDWOOD MULCH_ AGED WOOD CHIPS OR SIMILAR MULCH_ KEEP MULCH 2"-3" FROM TRUNK_ REFER TO PLANS FOR FINISH GRADE SOIL GRADE 2" SHREDDED HARDWOOD BARK MULCH FINISH GRADE EQUAL TO SCORE SIDES OF THE PLANTING PIT WALLS PLANT SOIL DEPTH AFTER SETTLING SOIL 'x� 1 1/2-2 TIMES \/\/\/\/\/\/\/\/\/\/\/\/\ 12 PREPARED SOIL, SEE SPEC.S BALL DIAMETER WIDTH OF PIT TO BE 1 1/2 TO 2 TIMES BALL DIAMETER \��\��\��\��\��\/�\/�\/�\/�\/�\/�\/�\� TOTAL PLANT SOIL DEPTH, PLACED IN TWO EQUAL LIFTS _ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ TRANSITION ZONE OF PLANT SOIL, X BACKFILL USING EXISTING SOIL_ WATER THOROUGHLY TO _ SUBSOIL (SEE SPEC_) III_III—III ELIMINATE AIR POCKETS " -� � � 1 ( � � � � � —� L�—COMPACTED SUBGRADE I—III—III X = 3" IN LAWN AREAS AND 6" IN PLANT BED AREAS LEAVE SOIL UNDER BALL UNDISTURBED TO SUPPORT ROOT - =� 1 � �- SUBSOIL III BALL AND REDUCE SETTLING. � � 2 SHRUB PLANTING PERENNIAL & GROUNDCOVER PLANTING EARTHWORK/PLANT SOIL DETAIL NO SCALE GENERAL NOTES: 5 NO SCALE @N 0 S A L E 1_ REMOVE ALL TAGS AND LABELS_ 2_ PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS AT PLANTING TIME_ CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE '�A\N...�.....& . % RECOMMENDED SHELBORNE ROAD FOR APPROVAL 1-18-1 VERTICAL SCALE DESIGNATION N0. 97 21 LANDSCAPE ARCHITECT DATE LS-7 ''• STATE OF DESIGNED: CC DRAWN: CC SURVEY BOOK SHEET 7 14 �NDIAN� '� :� LANDSCAPE SCHEDULE AND DETAILS of CONTRACT PROJECT CHECKED: KO CHECKED: KO '''''11111111111.. 74-00 ° GENERAL LAYOUT NOTES C 1 . UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO THE FOLLOWING: FACE OF WALL, FACE OF CURB, / EDGE OF PAVEMENT, CENTERLINE OF PAVEMENT. ° 2. ALL CONSTRUCTION LAYOUT STAKING IS TO BE o = PERFORMED BY A LAND SURVEYOR OR PROFESSIONAL c ENGINEER REGISTERED IN THE STATE OF INDIANA. TO FACILITATE ACCURACY IN CONSTRUCTION STAKING, UPON WRITTEN REQUEST FROM CONTRACTOR, THE TC 9123 ELECTRONIC DATA COMPRISING LAYOUT DRAWINGS TC 914.19 WILL BE FORWARDED FROM THE LANDSCAPE 914.37 ARCHITECT TO THE LAND SURVEYOR OR PROFESSIONAL ° TC 913.9 ENGINEER EMPLOYED TO PERFORM THE LP CONSTRUCTION STAKING. / 2 C \ 3. THE SURVEYOR OR PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR TO PERFORM C� CONSTRUCTION LAYOUT STAKING, IN ORDER TO / p MAINTAIN THE INTEGRITY OF HORIZONTAL AND VERTICAL CONTROL FOR THE SITE, SHALL SET AND PROTECT AREAS O CONSTRUCTION 10 ACTIVITY. OUTSIDE THE TC 914.75 \\ c,> ,915 3 B 915.12 BW' 4. AS SOME OF THE HORIZONTAL CONTROL POINTS 9 `° CHU 917. 3 TW ��� 917.12 TW TC 914.33 SHOWN ON THIS PLAN AS EXISTING MAY HAVE BEEN U U REMOVED OR DAMAGED SINCE THEY WERE SET, THE U TC 914 8 U 9 - CONTRACTOR SHALL, DURING THE BIDDING PROCESS, H 915.94 L�J 95.98 1 VERIFY THE EXISTENCE AND INTEGRITY OF THE 1 U _ ❑H HU ❑HU ❑HU HORIZONTAL CONTROL POINTS SHOWN HEREON. THE du H J CONTRACTOR SHALL INCLUDE ANY WORK NECESSARY 6 � ' ° � ' 916.2 916.46 A9 \ o / __ TO ESTABLISH RELIABLE LAYOUT CONTROL FOR THE ` AJC 914.98 \ 916.86 / PROJECT IN THE BID. ° 19.53 5 O ° I o TC 914.54 5. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL 8 TW UTILITY STRUCTURES AND NOTIFY LANDSCAPE . ARCHITECT OF ANY DISCREPENCY PRIOR TO START OF (5 TOTAL) ;3; TC 915.16 CONSTRUCTION ACTIVITY. _, _ 1 L�� • HP cl TC 914.74 TC 914.92 LIGHTING NOTES • � 1 . LUMINAIRE A SHALL BE FIXTURE EL732NF, ALUMINUM, MODE: 6LED120, FINISH: BLACK, AS MANUFACTURED BY KIM LIGHTING. �^� • ��' c ' 2. MOUNTING SHALL BE POWERPOST BY ENGINEERED PRODUCTS CO., KIM LIGHTING MODEL #EP17. CONTRACTOR SHALL PROVIDE A BELOW GRADE APPROXIMATELY CONCRETE BASE OF YARDS N N OFF 3000 PSI CONCRETE FOR EACH LUMINA RE • ° MOUNTING. 0 10 20 40' 0 10' 20' 40' 3. CONTRACTOR SHALL PROVIDE CONDUIT, WIRING AND CONTROLS AS NECESSARY TO PROVIDE A FULLY OPERATIONAL LIGHTING SYSTEM. NORTH SCALE: I"=20' NORTH SCALE: 1"=20' 4. ALL LUMINAIRES SHALL BE LISTED BY UL AND HAVE A UL LABEL. 121st STREET ROUNDABOUT LAYOUT PLAN 2 121st STREET ROUNDABOUT GRADING PLAN 1 5. VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED TO LAMPS GENERAL GRADING AND AND MOUNTING OPTIONS AND NOTIFY ENGINEER OF LAYOUT KEYNOTES EARTHWORK NOTES ANY CONFLICTS PRIOR TO PLACING ORDER FOR O LUMINAIRES. PLANTING AREA. REFER TO LANDSCAPE PLANS. 1 . CONTRACTOR SHALL VERIFY ALL EXISTING GRADES 7. ALL EXISTING MANHOLES, CATCH BASIN GRATES, 6. AIM ALL AIMABLE LIGHT FIXTURES IN THE PRESENCE 0 REQUIRED TO BE MATCHED OR MAINTAINED AND WATER OR GAS VALVES, UTILITY HANDHOLES, ETC. OF THE ENGINEER. O2 SERVICE AND CONTROL CABINET, VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO START OF SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION, LOCATION IN FIELD. REFER TO DETAILS, SHEET 5A. CONSTRUCTION ACTIVITIES. AS APPROPRIATE. 7. LUMINAIRES SHALL BE TIED INTO PHOTOCELL AT O3 LIMESTONE BLOCK WALL. REFER TO DETAILS, LS-1 1 2. STOCKPILE STRIPPED TOPSOIL FOR POTENTIAL USE AS 8. ALL PROPOSED PLANT BED AREAS TO RECEIVE 12" SERVICE AND CONTROL CABINET AND SHALL BE AND SPECIFICATIONS. PLANTING SOIL TO BE PLACED AFTER SUBGRADE PLANTING SOIL. ALL PROPOSED LAWN AREAS WITHING PROGRAMMED FOR DUSK TO DAWN ILLUMINATION. OCONDUIT FOR LANDSCAPE LIGHTING. REFER TO INSPECTION. REFER TO PLANTING SOIL SPECIFICATIONS ROUNDABOUT TO RECEIVE 6" PLANTING SOIL. SHEETS 56-58 FOR CONDUIT PLAN. FOR SOIL TESTING AND SOIL PLACEMENT PLANTING SOIL SHALL BE TRANSITIONED INTO OSPADE EDGING. REFER TO DETAIL 3, LS-7 REQUIREMENTS. SUBGRADE PER DETAIL 6 LS-7 O6 TRUCK APRON, REFER TO ROAD PLANS 3. ALL EXCESS SOIL SHALL BE HAULED OFFSITE. O7 SOD, REFER TO LANDSCAPE PLANS. ALL HORIZONTAL AND VERTICAL CURVES SHALL BE SMOOTH AND CONTINUOUS. NO UNSPECIFIED KINKS OLANDSCAPE LIGHT FIXTURE, REFER TO LIGHTING AND TANGENTS WILL BE PERMITTED. NOTES AND SPECIFICATIONS. 5. MATCH EXISTING GRADES AT BOC CLEANLY AND OLIMESTONE ENDCAP. REFER TO DETAILS, LS-1 1 AND SMOOTHLY. SPECIFICATIONS. 6. UNLESS NOTED OTHERWISE, PROPOSED SPOT ELEVATIONS REPRESENT FINISH GRADE OF PAVEMENTS AND GROUND. IN LAWN OR PLANT BED AREAS, PROPOSED ELEVATIONS INDICATE REQUIRED ELEVATIONS AFTER SETTLING OF SOIL. HORIZONTAL SCALE BRIDGE FILE ose�;''-,,, CITY OF CARMEL 1:20 ��, ...... ,py RECOMMENDED 5 SHELBORNE ROAD VERTICAL SCALE DESIGNATION FOR APPROVAL 1-18-1 N0. 97 21 ': LANDSCAPE ARCHITECT DATE 1:20 LS-8 SURVEY BOOK SHEET < `.• STATE DESIGNED: CC DRAWN: CC 8 °f ,4 LAYOUT & GRADING PLANS C CHECKED: KO CHECKED: KO CONTRACT PROJECT ''��'SC�PE AR �\``` 74-00 i GENERAL LAYOUT NOTES 1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO THE FOLLOWING: FACE OF WALL, FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF PAVEMENT. 2. ALL CONSTRUCTION LAYOUT STAKING IS TO BE PERFORMED BY A LAND SURVEYOR OR PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF INDIANA. TO FACILITATE ACCURACY IN CONSTRUCTION STAKING, UPON WRITTEN REQUEST FROM CONTRACTOR, THE (5 TOTAL) M -` M ELECTRONIC DATA COMPRISING LAYOUT DRAWINGS 8 I I WILL BE FORWARDED FROM THE LANDSCAPE 4 I TC 922.46 I ARCHITECT TO THE LAND SURVEYOR OR PROFESSIONAL ENGINEER EMPLOYED TO PERFORM THE 1 I TC 922. 4 I CONSTRUCTION STAKING. ❑HU ❑HU ❑HU ❑HU H 0 ❑HU HU U ❑HU ❑HU ❑HU H ❑HU ❑HU HU U 3. THE SURVEYOR OR PROFESSIONAL ENGINEER TC 922.67 TC 922. 4 EMPLOYED BY THE CONTRACTOR TO PERFORM CONSTRUCTION LAYOUT STAKING, IN ORDER TO ° MAINTAIN THE INTEGRITY OF HORIZONTAL AND TC 922.6 9 � ' � � D�° ° o VERTICAL CONTROL FOR THE SITE, SHALL SET AND HP 923.82 T 922.01 40. 924 \ PROTECT ADDITIONAL TRAVERSE POINTS OUTSIDE THE • __-- AREAS OF CONSTRUCTION ACTIVITY. \ TC 922.5 \ 9 9 29 923.70 40/0 C 921 .94 4. AS SOME OF THE HORIZONTAL CONTROL POINTS o SHOWN ON THIS PLAN AS EXISTING MAY HAVE BEEN _ 9 3.46 923.03 C= REMOVED OR DAMAGED SINCE THEY WERE SET, THE £� TC 922.47 C 921 .87 CONTRACTOR SHALL, DURING THE BIDDING PROCESS, 1 923.0 �.. 922.66 7 £% • �\ 1 TC 922.43 `' 1 VERIFY THE EXISTENCE AND INTEGRITY OF THE HORIZONTAL CONTROL POINTS SHOWN HEREON. THE / \ / TC 921 .78 CONTRACTOR SHALL INCLUDE ANY WORK NECESSARY \T� ° TO ESTABLISH RELIABLE LAYOUT CONTROL FOR THE c c PROJECT IN THE BID. 5 / N / 5. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITY STRUCTURES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCY PRIOR TO START OF TC 921 .2 CONSTRUCTION ACTIVITY. LP LIGHTING NOTES TC 22.05 TC 921 .77 TC 921 .88 0 1 . LUMINAIRE A SHALL BE FIXTURE EL732NF, ALUMINUM, MODE: 6LED120, FINISH: BLACK, AS MANUFACTURED \ cl, \ \ \ BY KIM LIGHTING. \ \ \ \ 2. MOUNTING SHALL BE POWERPOST BY ENGINEERED PRODUCTS CO., KIM LIGHTING MODEL #EP17. \ \ o ` CONTRACTOR SHALL PROVIDE A BELOW GRADE CONCRETE BASE OF APPROXIMATELY 2 CUBIC YARDS OF 3000 PSI CONCRETE FOR.EACH LUMINAIRE MOUNTING. 0 10' 20' \ ` 0 10' 20' \ 40' 3. CONTRACTOR SHALL PROVIDE CONDUIT, WIRING 0 a AND CONTROLS AS NECESSARY TO PROVIDE A FULLY OPERATIONAL LIGHTING SYSTEM. NORTH SCALE: F'=20' \ NORTH SCALE: 1"=20' - \\ ,•'gin- LUMINAIRES SHALL BE LISTED BY UL AND HAVE A UL LABEL. 126th STREET ROUNDABOUT LAYOUT PLAN 126th STREET ROUNDABOUT GRADING PLAN 1 2 5. VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED TO LAMPS GENERAL GRADING AND AND MOUNTING OPTIONS AND NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO PLACING ORDER FOR LAYOUT KEYNOTES \ EARTHWORK NOTES LUMINAIRES. 0 PLANTING AREA. REFER TO LANDSCAPE PLANS. 1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES 7. ALL EXISTING MANHOLES, CATCH BASIN GRATES, 6. AIM ALL AIMABLE LIGHT FIXTURES IN THE PRESENCE REQUIRED TO BE MATCHED OR MAINTAINED AND WATER OR GAS VALVES, UTILITY HANDHOLES, ETC. OF THE ENGINEER. O2 SERVICE AND CONTROL CABINET, VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO START OF SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION, LOCATION IN FIELD. REFER TO DETAILS, SHEET 5A. CONSTRUCTION ACTIVITIES. AS APPROPRIATE. 7. LUMINAIRES SHALL BE TIED INTO PHOTOCELL AT SERVICE AND CONTROL CABINET AND SHALL BE O3 LIMESTONE BLOCK WALL. REFER TO DETAILS, LS-1 1 2. STOCKPILE STRIPPED TOPSOIL FOR POTENTIAL USE AS 8. ALL PROPOSED PLANT BED AREAS TO RECEIVE 12" PROGRAMMED FOR DUSK TO DAWN ILLUMINATION. AND SPECIFICATIONS. PLANTING SOIL TO BE PLACED AFTER SUBGRADE PLANTING SOIL. ALL PROPOSED LAWN AREAS WITHING OCONDUIT FOR LANDSCAPE LIGHTING. REFER TO INSPECTION. REFER TO PLANTING SOIL SPECIFICATIONS ROUNDABOUT TO RECEIVE 6" PLANTING SOIL. SHEETS 56-58 FOR CONDUIT PLAN. FOR SOIL TESTING AND SOIL PLACEMENT PLANTING SOIL SHALL BE TRANSITIONED INTO OSPADE EDGING. REFER TO DETAIL 3, LS-7 REQUIREMENTS. SUBGRADE PER DETAIL 6 LS-7 O6 TRUCK APRON, REFER TO ROAD PLANS 3. ALL EXCESS SOIL SHALL BE HAULED OFFSITE. 7O SOD, REFER TO LANDSCAPE PLANS. 4. ALL HORIZONTAL AND VERTICAL CURVES SHALL BE SMOOTH AND CONTINUOUS. NO UNSPECIFIED KINKS OLANDSCAPE LIGHT FIXTURE, REFER TO LIGHTING AND TANGENTS WILL BE PERMITTED. NOTES AND SPECIFICATIONS. 5. MATCH EXISTING GRADES AT BOC CLEANLY AND OLIMESTONE ENDCAP. REFER TO DETAILS, LS-1 1 AND SMOOTHLY. SPECIFICATIONS. 6. UNLESS NOTED OTHERWISE, PROPOSED SPOT ELEVATIONS REPRESENT FINISH GRADE OF PAVEMENTS AND GROUND. IN LAWN OR PLANT BED AREAS, PROPOSED ELEVATIONS INDICATE REQUIRED ELEVATIONS AFTER SETTLING OF SOIL. 00,1„"„'ll, CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE `�:. '" "' •.,ti RECOMMENDED FOR APPROVAL 1-18-10 SHELBORNE ROAD VERTICAL SCALE DESIGNATION 97 21 LANDSCAPE ARCHITECT DATE 1:20 LS-9 STATE OF ::`,� SURVEY BOOK SHEET DESIGNED: CC DRAWN: CC 9 of 14 INDIAN.• '�1 LAYOUT & GRADING PLANS/ CONTRACT PROJECT �` CHECKED: KO CHECKED: KO 74-00 C � ° S C GENERAL LAYOUT NOTES 1 . UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO U DHU - - - - - - - - -❑HU UHU ° HU ❑Hu - ° THE FOLLOWING: FACE OF WALL, FACE OF CURB, 2 N c- - EDGE OF PAVEMENT, CENTERLINE OF PAVEMENT. � U ❑HU v ❑UU U �N 2. ALL CONSTRUCTION LAYOUT STAKING IS TO BE 0HU PERFORMED BY A LAND SURVEYOR OR PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF INDIANA. TO FACILITATE ACCURACY IN CONSTRUCTION STAKING, UPON WRITTEN REQUEST FROM CONTRACTOR, THE ELECTRONIC DATA COMPRISING LAYOUT DRAWINGS ONO i WILL BE FORWARDED FROM THE LANDSCAPE ARCHITECT TO THE LAND SURVEYOR OR PROFESSIONAL TC 920.76 TC 921 .02 ENGINEER EMPLOYED TO PERFORM THE 1 TC 920.70 CONSTRUCTION STAKING. LP 3. THE SURVEYOR OR PROFESSIONAL ENGINEER c 4 o ;, EMPLOYED BY THE CONTRACTOR TO PERFORM co ,� 9 u 21 .24 CONSTRUCTION LAYOUT STAKING, IN ORDER TO 3 - MAINTAIN THE INTEGRITY OF HORIZONTAL AND 9 o VERTICAL CONTROL FOR THE SITE, SHALL SET AND TC 920.96 PROTECT ADDITIONAL TRAVERSE POINTS OUTSIDE THE ° AREAS OF CONSTRUCTION ACTIVITY. ° TC 920.99 -- - 923.23 3.4% TC 921 .38 (w - --- W J' 921 .51 1�'V ?5.23X _ 4. AS SOME OF THE HORIZONTAL CONTROL POINTS -- W w SHOWN ON THIS PLAN AS EXISTING MAY HAVE BEEN REMOVED OR DAMAGED SINCE THEY WERE SET, THE o TC 921 .13 �, CONTRACTOR SHALL, DURING THE BIDDING PROCESS, = 7 I o 923.23 VERIFY THE EXISTENCE AND INTEGRITY OF THE XTW 925.23 I 922.42 HORIZONTAL CONTROL POINTS SHOWN HEREON. THE i F❑ 3.7% CONTRACTOR SHALL INCLUDE ANY WORK NECESSARY r � 6 1 - F� F� FD TC 921 .23 F❑ CFA F❑ FO TO ESTABLISH RELIABLE LAYOUT CONTROL FOR THE PROJECT IN THE BID. El c O0 ° cr, TC 921 .67 5. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL 8 c (6 TOTAL) TC 921 .34 UTILITY STRUCTURES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCY PRIOR TO START OF CONSTRUCTION ACTIVITY. ° (.0 TC 9 .50 LIGHTING NOTES TC 9 .73 • TC 921 .62 P 1 . LUMINAIRE A SHALL BE FIXTURE EL732NF, ALUMINUM, MODE: 6LED120, FINISH: BLACK, AS MANUFACTURED BY KIM LIGHTING. _ ° c 77 2. MOUNTING SHALL BE POWERPOST BY ENGINEERED PRODUCTS CO., KIM LIGHTING MODEL #EP17. MATC H LI N E E CONTRACTOR SHALL PROVIDE A BELOW GRADE MATC H LI N E E CONCRETE O APPROXIMATELY YARDS 3 00 PSI CONCRETE FOR EACH OF MOUNTING. 0 10' 20' 40' 0 10' 20' 40' L:�� L7L7LM=m� 3. CONTRACTOR SHALL PROVIDE CONDUIT, WIRING AND CONTROLS AS NECESSARY TO PROVIDE A FULLY NORTH SCALE: V=20' NORTH SCALE: I"=20' OPERATIONAL LIGHTING SYSTEM. 4. ALL LUMINAIRES SHALL BE LISTED BY UL AND HAVE A 1 131 st STREET ROUNDABOUT LAYOUT PLAN 2 131 st STREET ROUNDABOUT GRADING PLAN UL LABEL. 5. VERIFY COMPATIBILITY OF ALL FIXTURE COMPONENTS, INCLUDING BUT NOT LIMITED TO LAMPS LAYOUT KEYNOTES (D AND MOUNTING OPTIONS AND NOTIFY ENGINEER OF GENERAL GRADING AND ANY CONFLICTS PRIOR TO PLACING ORDER FOR OPLANTING AREA. REFER TO LANDSCAPE PLANS. EARTHWORK NOTES LUMINAIRES. O SERVICE AND CONTROL CABINET, VERIFY 1 . CONTRACTOR SHALL VERIFY ALL EXISTING GRADES 6. UNLESS NOTED OTHERWISE, PROPOSED SPOT 6. AIM ALL AIMABLE LIGHT FIXTURES IN THE PRESENCE REQUIRED TO BE MATCHED OR MAINTAINED AND ELEVATIONS REPRESENT FINISH GRADE OF PAVEMENTS OF THE ENGINEER. LOCATION IN FIELD. REFER TO DETAILS, SHEET 5A. LOCATIONS OF ALL UTILITIES PRIOR TO START OF AND GROUND. IN LAWN OR PLANT BED AREAS, OLIMESTONE BLOCK WALL. REFER TO DETAILS, LS-1 1 CONSTRUCTION ACTIVITIES. PROPOSED ELEVATIONS INDICATE REQUIRED 7. LUMINAIRES SHALL BE TIED INTO PHOTOCELL AT AND SPECIFICATIONS. ELEVATIONS AFTER SETTLING OF SOIL. SERVICE AND CONTROL CABINET AND SHALL BE OCONDUIT FOR LANDSCAPE LIGHTING. REFER TO 2. STOCKPILE STRIPPED TOPSOIL FOR POTENTIAL USE AS PROGRAMMED FOR DUSK TO DAWN ILLUMINATION. SHEETS 56-58 FOR CONDUIT PLAN. PLANTING SOIL TO BE PLACED AFTER SUBGRADE 7. ALL EXISTING MANHOLES, CATCH BASIN GRATES, O SPADE EDGING. REFER TO DETAIL 3, LS-7 INSPECTION. REFER TO PLANTING SOIL SPECIFICATIONS WATER OR GAS VALVES, UTILITY HANDHOLES, ETC. FOR SOIL TESTING AND SOIL PLACEMENT SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION, OTRUCK APRON, REFER TO ROAD PLANS REQUIREMENTS. AS APPROPRIATE. O SOD, REFER TO LANDSCAPE PLANS. 3. ALL EXCESS SOIL SHALL BE HAULED OFFSITE. 8. ALL PROPOSED PLANT BED AREAS TO RECEIVE 12" PLANTING SOIL. ALL PROPOSED LAWN AREAS WITHING OLANDSCAPE LIGHT FIXTURE, REFER TO LIGHTING 4. ALL HORIZONTAL AND VERTICAL CURVES SHALL BE ROUNDABOUT TO RECEIVE 6" PLANTING SOIL. NOTES AND SPECIFICATIONS. SMOOTH AND CONTINUOUS. NO UNSPECIFIED KINKS PLANTING SOIL SHALL BE TRANSITIONED INTO O LIMESTONE ENDCAP. REFER TO DETAILS, LS-1 1 AND AND TANGENTS WILL BE PERMITTED. SUBGRADE PER DETAIL 6 LS-7 9 SPECIFICATIONS. 5. MATCH EXISTING GRADES AT BOC CLEANLY AND SMOOTHLY. CITY OF CARMEL HORIZONTAL SCALE _ _ BRIDGE FILE OSeU�'1'� OR APPROVAL D 1-18-1 VERTICAL SCALE DESIGNATION SHELBORNE ROAD N0. 97 21 LANDSCAPE ARCHITECT DATE 1:20 LS-1 STATE OF SURVEY BOOK SHEET DESIGNED: CC DRAWN: CC LAYOUT & GRADING PLANS 10 of 14 �MD I AN.�•' CHECKED: KO CHECKED: KO CONTRACT PROJECT ' 74-00 C DETAIL KEYNOTES cv) SAWN FACE WITH CL_ 4.11 TYP. 3 Q SANDBLAST FINISH HAND ROUND EXPOSED SITE WORK EDGE TO APPROXIMATE SECTION 2.1 COMPACTED AGGREGATE, #53 "R.BULLNOSE 2.2 COMPACTED SUBGRADE w J ............ LL' 2.3 FINISH GRADE PLAN VIEW 1�� 2.4 PLANTING SOIL- PREPARED PER SPECIFICATIONS 2'-0" 4.11 TYP. 6",2 PER PIECE,TYP.DRILL HOLES IN ADJACCENT SPLIT FACE WITH MASONRY 4.3 STONES AND EPDXY SET DOWELS SANDBLAST FINISH TYP 4.2 2'-0" 1/2' . 4.1 LIMESTONE ENDCAP. REFER TO DETAIL 1, LS-11 4 2 5'-0 1/2"TYP. 4.3 6",2 PER PIECE,TYP.DRILL HOLES IN ADJACCENT STONES AND EPDXY SET DOWELS 4.2 LIMESTONE � 2.3 2.3 QUARRY BLOCK, CUT TO SIZE 2.4 SPLIT FACE Q r? c�,`�Q' 4 WITH SAWN ENDS TOP AND BOTTOM 4.3 6", 2 PER PIECE, TYP. DRILL Q AND SPLIT FACES, HAND-ROUND EXPOSED HOLES IN ADJACCENT STONES o c� ° TOP EDGE S AND SANDBLAST TOP AND 77 AND EPDXY SET DOWELS \/ / \°°°o 0 ° o \\/\\/\\ \\ _ I 4'-10 7/16"TYP. I EXPOSED FACE 6'-0" 6.1 /\//\//\/o o °°°° ° a 000-°o SECTION 24 6.2 4.3 1/2" SST DOWEL, EPDXY SET 2.2 =d I 1=� THERMAL & MOISTURE PROTECTION 6.1 STONE DAMPPROOFING BELOW GRADE co A .0 2.1 6.2 JOINT SEALANT WITH BACKER ROD 12"(NOTE:A 6"CONCRETE LEVELING PAD OVER 6" COMPACTED AGGREGATE MAY BE SUBSTITUTED AT a CONTRACTOR'S OPTION.) ELEVATION 1 LIMESTONE ENDCAP 2 QUARRY BLOCK WALL SECTION 4> UA Q RRY BLOCK WALL ENLARGED PLAN 1/2" = 1' 1/2" = 1' V2. = 1. c Lo M M 923.23 TW - �o `O d • Cl N CV O CN L_@ TYP. 2.3 4.2 4.1 4.1 ELEVATION 32'-0 1/4" 6'-0" LS-11 N O PLAN VIEW 4.2 4.1 2'-0" N O O _&2 IDES & TOP, YP. 1 4'-0" TYP. N O_ T l 6-0" 32'-0 1/4" 3 QUARRY BLOCK WALL AT 131ST STREET RAB LS-11 1/4" = 1' • ` „ „ '' CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE A\N...°..se�,py';" RECOMMENDED VERTICAL SCALE DESIGNATION FOR APPROVAL 1-18-1 SHELBORNE ROAD N0. 97 21 LANDSCAPE ARCHITECT DATE LS-11 SURVEY BOOK SHEET STATE OF ;`„ : DESIGNED: CC DRAWN: CC p ' !...... '��`:` LANDSCAPE DETAILS 1, 01 14 CONTRACT PROJECT APE AR� CHECKED: KO CHECKED: KO 74-00 2 4.2 REFER TO ENLARGEMENT DETAIL 4,LS-11 DETAIL KEYNOTES SITE WORK 2.1 COMPACTED AGGREGATE, #53 2.2 COMPACTED SUBGRADE 2.3 FINISH GRADE 2.4 PLANTING SOIL- PREPARED PER SPECIFICATIONS MASONRY 4.1 LIMESTONE ENDCAP. REFER TO DETAIL 1, LS-11 4,2 LIMESTONE Ls-12 QUARRY BLOCK, CUT TO SIZE PLAN VIEW WITH SAWN ENDS TOP AND BOTTOM AND SPLIT FACES, HAND-ROUND EXPOSED TOP EDGE S AND SANDBLAST TOP AND i EXPOSED FACE 4.3 1/2"SST DOWEL, EPDXY SET THERMAL & MOISTURE PROTECTION 6.1 STONE DAMPPROOFING BELOW GRADE 6.2 JOINT SEALANT WITH BACKER ROD 4.1 4.1 N QUARRY BLOCK WALL - 121ST AND 126TH STREETS 1/411 if 1 SIDES&TOP,TYP. 6.2 919.53 TW 919.03 TW :�o 919.03 TW 6­0" 918.53 TW �o _ 10 91 5 917.62 TW = - �0 918.03 W 917.12 TW 917.53 TW ; ;0 6 3.5° N O O N O • CV 915.12 N 915.53 4.1 2.3 6.2 TYP. ELEVATION 121ST STREET RAB 6.2 SIDES&TOP,TYP. 6-0" 926.57 TW 927.07 TWAh 926.07 TW �o �o �o 926.57 TW 926.07 TW OIL 925.07 TW 925.57 TW o, o o �o = 925.57 TW ch 924.4 N : �o 924.66 TW L:c CV 2.7% 3.5% N • 923.07 ---- N o 0 cv 922.66 4.1 2.3 b.l TYP. ELEVATION 126TH STREET RAB 2 QUARRY BLOCK WALL ELEVATION- 121ST AND 126TH STREETS 1/4" = 1' HORIZONTAL SCALE BRIDGE FILE A\%% olsoV�-, RECOMMENDED CITY OF CARMEL :y'�= FOR APPROVAL - 1-18-10 SHELBORNE ROAD VERTICAL SCALE DESIGNATION No. 91 21 LANDSCAPE ARCHITECT DATE LS-12 ` SURVEY BOOK SHEET r9 . STATE OF DESIGNED: CC DRAWN: CC �'ypl ....(ANA ,```;� LANDSCAPE DETAILS ,2 Ot 14 rC4PE ARC�.``�� CHECKED: KO CHECKED: KO CONTRACT PROJECT ,fee $is 74-00 I 2" SLV. i I I � � CONTROL WIRES IN 4 I " SLV. 1-------- c I \` o CONDUIT WITH MAINLINE I POINT OF CONNECTION 'Po < I v 1 POINT OF CONNECTION ; I I 1\ ` I N 00 00' 33" E ���—— \�\ , , Af 60+00 61+00 / + \ ♦ ♦ ' — o � /� / , 4t 4" 5L/. • • N 00 In/ I"313 60 2 6 Z 127.96' \ 00 o I I \ • I I \ I I I \ I I \ 121st STREET ROUNDABOUT IRRIGATION PLAN o s' 20' 40' 126th STREET ROUNDABOUT RR o s' 20' 4 1 — 2 ( IGATION PLAN SCALE. 1 — 20 SCALE: 1 " = 20' NORTH SCALE: 1"=20' NORTH SCALE: I"=20' Legend Mainline (1 " Class 200 PVC) Electric Control Valves: Weathermatic #12024EF-10 Laterals (1 " Class 200 PVC) Drip Zone Valve -- -- Netafim Drip Tubing — #TLCV26-1810 for lawn area Weathermatic #12024EF-10 with pressure regulator .26 gph emitter flow/18" emitter spacing Pressure Reg. — Netafim #PRV075LF42 ® New 3/4" water meter, 1 " tap and 1 " service line p T V MP Rotator 3000 nozzle on 12" pop—up Spray Head body By the City of Carmel (mounted on FunnyPipe or flexible cut—off risers): Match nozzle threads to spray body threads. © Controller: Weathermatic Smartline #1600 Spray Head Bodies with #SLW10 weather monitor Toro 570—Z Rainbird 1800 ►� Reduced Pressure Assembly backflow preventer (Febco #825Y-1) in Strong Box enclosure #SBBC-30AL Netafim Manual Drain Valve #TLSOV (g}i Line—size brass ball valves (Matco—Norco #759TO5), 1 " Netafim Disc Filter #DF100-120 Install one valve outside meter pit and one in valve box upstream of the Disc Filter in the roundabout. ■ Operation Indicator (see detail #13) D-1 Quick Coupling Valves: Top = Zone/Controller station assignment Refer to lighting detail sheets for conduit Toro #474-00 Bottom Left = Size of valve locations. W Rainbird #5RC # # Bottom Right = Gallons per minute for that zone on swing joints, in valve boxes. FZ D m HORIZONTAL SCALE BRIDGE FILE NDTEC " RECOMMENDED CITY OF CARMEL 1:30 FOR APPROVAL 1-18-1 VERTICAL SCALE DESIGNATION � IRRIGATION CONSULTANTS �- DESIGN ENGINEER DATE 1:30 LS-13 �` DESIGNED: JAZ DRAWN: JAZ SURVEY BOOK SHEET ��`6 ...ERG�P\�� (317) 870-2619 / LANDTECH @KMCTURF.COM IRRIGATION PLANS 13 of 14 Q �����/lllllllll����� CHECKED: JNR CHECKED: JNR CONTRACT PROJECT Model: $MODELNAME$ Drawing: 74-00 ation Notes i rri Legend g 1 . This drawing is for diagrammatic purposes only. Actual layout MP ROTATOR COR]NOZZLE --- -- - \- - -- - - - - - - - - -- - - - Mainline (1 " Class 200 PVC) of sprinkler heads, drip tube, valves, controller and other equipment shall be determined on site. Minor field adjustments POI OF GONNEGTION Laterals (1 " Class 200 PVC) shall be made at no additional cost to the owner. - - - - - - - _ - 2. Contractor is responsible for verifying location of all site utilities III=Ii II=II II II=II GONTROL WI 5 �� - - - - - -� and making the necessary adjustments to the irrigation system -1 III=III=i I 1=I ' 5LV5. -- -- Netafim Drip Tubing - #TLCV26-1810 for lawn area to accommodate the infrastructure. - - - - - i�I I 1��I III ICI-I I I� PVC lines .26 gph emitter flow/18" emitter spacing 3. Mainline and laterals shall be 1 " Class 200 PVC pipe. feeding drip zones and lines connecting separate drip areas shall 4"POP-UP SPRAY BODY © ® New 3/4" water meter, 1" tap and 1 " service line be 1 PVC. By the City of Carmel 4. All PVC fittings are to be solvent weld Schedule 40. Drip tube fittings shall be Netafim drip tube fittings. Controller: Weathermatic Smartline #1600 5. Remote control valves shall be as noted in legend. ( I I r © with #SLW10 weather monitor Valve boxes shall be as follows: < Drip Zone Valve & Press. Reg. together in 12X18 rectangular box _ III One or Two 1" Sprinkler Zone Valves together in 12x18 rect. box ►� Reduced Pressure Assembly backflow preventer (Febco #825Y-1) in Strong Box enclosure #SBBC-30AL Mainline Filter and Ball Valve together in 12x18 rect. box. SWING PIPE -� QCV or Ball Valve alone in 10" round valve box. SWING PIPE ELL 6. Quick coupling valves shall be mounted on 1 " triple elbow 86+ � �; _ _��� 87+00 Line-size brass ball valves (Matco-Norco #759T05), swing joints. One quick coupling key shall be provided with the Install one valve outside meter pit and one in valve box system. upstream of the Disc Filter in the roundabout. 7. All pop-up irrigation heads shall be installed on FunnyPipe, or \� flexible cut-off risers, with a clearance of 6 (minimum) from SWING PIPE 10 D-1 Quick Coupling Valves: the edge of any nearby paved area. j/�/ Toro #474-00 8. All piping shall be installed: mainline at 18" below grade, laterals -�- I �/ Rainbird #5RC at 12"-16" below grade. SWING PIPE ELL - ` on swing joints, in valve boxes. 9. This irrigation system was designed assuming that at least 14 ---- s/4"PVC ELL(TxTJ % % gpm will be available at a minimum of 60 PSI static (at the I" 14 \ \\ Electric Control Valves: point of connection). Pressure loss in the system is estimated _---- MALE ADAPTER Weathermatic 12024EF-10 at 24 p.s.i. Techline 3/4" # 10. All lateral pipe shall be pulled with a vibratory plow. The ome' shall be compacted to its original grade. ' ' l 14 1 4; slit-dome -•=----TUBING �, � , f I' 1 Drip Zone Valve t • • • ��, �� � Weathermatic #12024EF-10 with pressure regulator 11 . Contractor is responsible for settling of all trenches and sprinkler BLANK Techline • • • heads for a period of one year. - Pressure Reg. - Netafim #PRV075LF42 P 1I1�I1� I �I I 12. The irrigation controller shall be as noted in the legend. The nozzle on 12" pop-up Spray Head body controller shall be mounted in the electrical cabinet, near the location 1 I l o e e MP Rotator 3000 P P P shown on the Ian. Refer to Service and Control Cabinet details Sheet Techline TUBING _ (mounted on FunnyPipe or flexible cut-off risers): p • �� � Match nozzle threads to spray body threads. #5A. Contractor shall make electrical connections to the controller, Techline TEE �/i� mount the controller in the cabinet and run wires to the valves and `\` moray Head Bodies `\`� weather monitor. Contractor shall \ Toro 570-Z allow for five hundred feet of i controller-to-weather monitor communication wire in the bid. bird 1800 i Ran DRIP ZONE OPERATION INDICATOR 13. SLW10 weather monitor to be mounted on a decorative light pole 1 \ \ /� near the controller. Refer to lighting detail sheets for pole PLAN VIEW NO SCALE i / Netafim Manual Drain Valve #TLSOV •, and conduit locations. �j� 14. All wire shall be #18 direct burial U.F. multi-cable. Cable should 120 0 1 Netafim Disc Filter #DF10 - include two extra wires. + � ���_ i�/� 15. A 1 " Quick coupling valve shall be located at the irrigation water C) ��� _% Operation Indicator (see detail #13) supply point (downstream of the backflow preventer) to provide a a point of injection for compressed air (40 psi maximum) to purge Top = Zone/Controller station assignment the system of retained water in preparation for winter shut-down „ of va Ive of the system.Bottom Left = Size PVC MAINLINE 12'x 18" 1"DISC 1"SCH 80 1"BRASS,THREADED PVC MAINLINE # # Bottom Right = Gallons per minute for that zone 16. All sleeves shall be Schedule 40 PVC. All sleeves Shall be twice (TYP.) VALVE BOX FILTER UNION BALL VALVE (TYP.) the nominal size of the pipe to be carried. Sleeves to carry wire only shall be 2". Depth of the top of the sleeve shall be 18" below subgrade. Irrigation contractor shall place all sleeves as shown, unless directed otherwise. 17. Contractor shall warranty the system for one full year from the date of acceptance. Q ide 'As-Built' drawings of the completed 18. Contractor shall prov installation to the owner on reproducible vellum. As-built FLOW e • drawings shall be the some scale as the original drawings. ARRANGE �--- FILTER FOR 1 CU.FT.PEA -� 19. Contractor shall conduct a training session With the owner (or DISASSEMBLY GRAVEL SUMP &MAIN representatives) demonstrating the operation of the system ACCESS Drip TENANCE 1 and the controller. As part of this training, contractor shall provide I I _ one spring start-up and one fall shut-down of the system. 1. Provide drip irrigation for lawn areas as shown. 20. Contractor shall verify location of property lines, right-of-ways, u , 2. Drip ubing shall be fed by 1" pvc pipe. and easements on the site. They shall confirm these locations 3. Drip tubing shall be installed 6" below the finished grade ' M �n� „ with the owner, then obtain the necessary permits/approvals 110 0 !Otu �ou 0 0 0 0 0 with landscape staples every 36". before installation commences. BRICK SUPPORT 4. Drip tubing shall be installed in evenly spaced rows/circles I 6 approximately 18" apart throughout the lawn areas, starting 2" (1 EA.CORNER) from the edge of the curb/pavement. 0 � " DISC FILTER W/ BALL VALVE . 5' 20' 30' Cross connect drip tube circles at two points in the zone; at 2 131st STREET ROUNDABOUT IRRIGATION PLA N the point the valve connects to the zone and at a point 180• SECTION-NO SCALE (D- Cross-connections are shown on plan. 5. A Pressure Regulator shall be installed immediately SCALE: 1" = 20' downstream from the control valve for thg drip zone. Refer to lighting detail sheets for conduit NORTH SCALE: 1"=20' 6. Install a Manual Drain Valve at the end point(s) of the drip zone in a valve box. locations. 7. A 1" Disc Filter shall be installed on the mainline, upstream of all control valves 1 2 4 SIDE VIEW MANUAL DRAIN VALVE SEE DETIAL 6 LF 00 00 Techline CONTINUES AROUND TO - ❑❑❑❑ ❑❑❑ I COMPLETE CIRCLE I I Techline CROSS fitting 2 SEE DETAIL 9 II 3 \ \ / O SEE SPECIFICATIONS FINISH GRADE PVC MAINLINE REMOTE CONTROL 3/4"PRV 1"5CH 80 '/ 4 I I TECHLINE TUBE"CROSS CONNECT' /�� \`�\ FOR DEPTH SEE SPECS - - - VALVE UNION - / \.\ \ Techline TEE 8 5 i ` AT MIDPOINT OF CIRCLE \� // //\ O FINISHED GRADE v v•.v v. Techline TUBING TOP VIEW I �5 PVC SUPPLY HEADER /\/ �,�� \/� \\/ O DRIP T IP BE ELBOW D I I I I III =I I TEE CENTER FEED PVC HEADER / 4 /�/\ ® DRIP TUBE SEE DETAIL 2 3 /\ / SEE SPECS I I I _ LEGEND Techline TEE Techline CROSS �\ BLANK DRIP TUBE BLANK Techline 0, 6 �`\ © PVC HEADER TUBING Techline LATERAL REMOTE CONTROL 5 (OR EXHAUST HEADER) I ( I I 1. ALUMINUM BACKFLOW ENCLOSURE. 5. WATER SERVICE INLET PIPING. O VALVE WITH DISC 2"MINIMUM - COLOR TO MATCH SITE CABINET FILTER AND PRV OO START CONNECTION Techline 3/4" o VALVE BOX CLEAR - AT SE CORNER OF SITE. 6. WATER SERVICE OUTLET PIPING. SEE DETAIL 7 8 SEE DETAIL 5. MALE ADAPTER - OB PVC FROM VALVE OR _ (INSTALL PER SPECS) i .. 2. BACKFLOW PREVENTER. 7. IF GRADE. v v v v v 3. ANCHOR ROD (TYPICAL). PVC TEE(SxSxT) (('"'��,�-,, ((��,,••,, ((��,,••,, Techline TUBING AREA PERIMETER 9 FEED TO NEXT DRIP 3/4"GRAVEL SUMP Techline MANUAL O`O O`CS'O`1D'O O O AREA PVC PIPING (1 CUBIC FOOT) DRAIN VALVE#TLSOV 000000 n,, n^ - O O (BLANK TUBING MAY (-, P^� �f p STP� �� 4. POURED CONCRETE BASE - 6" Techline TUBING LATERAL BE ATTACHED TO MIN. THICKNESS - EXTEND 4" O PVC OUTLET) BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. PERIMETER LATERALS BRICK SUPPORT 1 PEA 12"x 18" PVC OR POLY 2"TO 4"FROM EDGE ISOMETRIC - (1-EA.CORNER) GRAVEL SUMP VALVE 80X LATERAL LINE JL AL DRAIN VALVE REMOTE CONTROL VALVE W/ Techline CROSS ALUMINUM BAC FFLOW ENCLOSURE Techline CV - ROUNDABOUT TUBING LAYOUT PVC SUPPLY HEADER END OR CENTER FEED 5 Techline START CONNECTION 6 Techline MANUAL A SBa°-^� 2 / 3/4" PRV 7 N.T.S (PVC TO TEE) PLAN VIEW-NO SCALE SEC110N_NO SCALE SEC110N_NO SCALE DETAIL-NO SCALE SECTION-NO SCALE HORIZONTAL SCALE BRIDGE FILE ,� CITY OF CARMEL 1:30 �EFF.,Z•,�ic�4p� RECOMMENDED VERTICAL SCALE DESIGNATION ono R�•, FOR APPROVAL 1-18-1 ' 1:30 LS-14 c••• DESIGN ENGINEER DATE )RfzicATloN ccDr�suLTP.r�i-s SURVEY BOOK SHEET :� - 14 of 14 * * c DESIGNED: JAZ DRAWN: JAZ T 003249 r (317) 870-2619 / LANDTECH(�KMCTURF.COM IRRIGATION PLANS CONTRACT PROJECT OO°.;;•i�;; � CHECKED: JNR CHECKED: JNR 74-00 44 M"R