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116th St (Rangeline to Keystone)
PROJECT DESIGNATION DEM-IN48 (031) 9980510 CONTRACT R-26586 TRAFFIC DATA 116TH STREET INDIANA A.A.D.T. (1997 19360 A.A.D.T. 2021 33300 D.H.V. 3663 D EPARTMENT DIRECTIONAL DISTRIBUTION 57% - 439a TRU CKS OF 3% Q.H.V. 3% A.A.D.T ESALS T R A N P R T A TI N DESIGN DATA . DESIGN SPEED 60 K.P.H. PROJECT DESIGN CRITERIA RECONSTRUCTION (NON-FREEWAY FUNCTIONAL CLASSIFICATION MINOR ARTERIAL RURAL URBAN URBAN INTERMEDIATE TERRAIN LEVEL ROAD PLANS ACCESS CONTROL NONE 116TH STREET PROJECT NO . DEMmIN48 ( 031 ) CONST , PROJECT LOCATION ADDED TRAVEL LANES ON 116th STREET BEGINNING 77 m EAST OF RANGELINE ROAD ON 116th STREET AND RUNNING EAST 1.00 Km ALONG 116TH STREET TO KEYSTONE AVENUE IN SEC. 31—T18N—R4E & SEC 6—T17N—R4E, CITY OF CARMEL, HAMILTON COUNTY, INDIANA 1 i GROSS LENGTH: 0.999 km NET LENGTH: 0.999 km SCALES PLAN: 1200 (CD) PROFILE: 1:50 MAX. GRADE: 2.793% 1500 (PP) SEC. 36—T18N—R3E SEC. 31 —T18N—R4E PROJECT LOCATION SHOWN BY -_- E CARMEL DR IUL LLJ coW z � ozo SCALE 110,000 MEDICAL DR i U 1,10 BEGIN P OJ. W cn w P.O.T. STA. 0+687.000 "A" C/71 E II6TH ST. A END PROJ. P.O.T. STA. 1 +685.8 7 A W 431 Nt z D, CD CD r� CD W cu cn cn U CD (!7 cu 3 q J I- 0 co AREA MAP [INDIANA DEPARTMENT OF TRANSPORTATION CITY OF CARMEL STANDARD SPECIFICATIONS DATED 1999 HAMILTON COUNTY, INDIANA 0 TO BE USED WITH THESE PLANS] co A & F ENGINEERING EDERAL HIGHWAY ADMINISTRATION PLANS CO . ,C 0 �j11II f I I i ���' BRIDGE FILE U.S. DEPT. OF TRANSPORTATION PREPARED BY: E _ ,,`���,P�! �„ Fig%,,, �G �RF-, APPROVED: PHONE NUMBER �\, SST o' DESIGNATION CID � CONSULTING ENGINEERS DATE - = 998051 CERTIFIED BY: z -_ _ N0. 20660 = = o x q STATE SURVEY BOOK SHEETS 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) DATE of 202-0864 APPROVED �� P , \� Q 1 A N X '� FOR LETTING: OO % FS�f�N"L'��G� ,``� CONTRACT PROJECT DIVISION ADMINISTRATOR C F. DIVISION OF DESIGN DATE ''����,i,A,,,,,���``� R-26586 DEM-IN48 (031) *Jccw Gc c "i � UTILITIES GENERAL NOTES INDEX UTILITY OWNER ADDRESS All Earth Shoulders, Median Areas, Cut and Fill slopes shalt be plain or mulched seeded except where Sodding SHEET NO. SHEET DESIGNATION is s ecif!ed, The final Cross-Sections of the 'Grading Contract" shall be the original cross-sections of the 'Paving Contract" TELEPHONE AMERITECH 5858 N. COLLEGE AVE. except that partial or complete cross-sections shall be taken if necessary to determine the actual excavation 1 TITLE SHEET INDIANAPOLIS, IN 46220 quantities, 2 INDEX & GENERAL NOTES 317-252-5134 Paper Relocation is to be cross-sectioned by the Project Engineer before construction, 3-6 TYPICAL CROSS SECTIONS Existing asphalt pavement located outside the construction limits between Station and RICHARD WALTZ Station shall be removed as directed, 7 PLAT N0. 1 Sheet Sign And U-Channel Posts Shall Not be Ordered Until The Exact Number of Signs And Length of Each 8-11 MAINTENANCE OF TRAFFIC DETAILS GAS INDIANA GAS COMPANY P.O. BOX 1700 Post has Been Determined Upon Field Investigation, 12-14 PLAN AND PROFILES 800-6 6-30 IN 46060 The Contractor Must accept the plan quantities of Subbase as given on the Estivate of Quantities Sheet 15-22 CONSTRUCTION DETAILS 800-666-3090 subject to the conditions as set out in 304,07 of the Standard Specifications, 23-24 PAVEMENT MARKING, SIGNING AND EROSION CONTROL DETAILS Exit Direction Sign and Stop Sign Shall Not be Removed until the New One is at Jobsite and Ready to install, These 24A SHEET SIGN TABLE ELECTRIC PSI ENERGY 1441 S. GUILFORD AVE. Two Signs Shall be Seen by Travel Motorists at all Times, At Least one Advance Guide Sin is Required in Advance of the Exit Point. 25 APPROACH TABLE CARMEL, IN 46032 Curves shall be Superelevated according to the Standards of (Except Special 'Super-Transitions' 26-29 UNDERDRAIN TABLE 317-581-3046 shalt be detailed on Sheet -N-Q,- ), 30-34 STRUCTURE DATA SHEET A Keyway Joint is to be constructed on Median side of each pavement. 35-3fi PIPE MATERIAL SHEET CATV TIME WARNER CABLE ATTN: CONSTRUCTION DEPARTMENT Contraction Joints shall be laced at all manholes within pavement limits, 37-39 DRIVE PROFILES 3030 ROOSEVELT AVE Contraction Joints shall be laced at the beginning and end of at[ radii, at Street and alley intersections, INDIANAPOLIS, IN 46218 The quantity of Peat 'Excavation' as shown the plans has been estimated on the basis of theoretical cross-sections 40-49 CROSS SECTIONS 317-632-9077 EXT. 263 by using treatment of existing fills, treatment by removal, or treatment by displacement, where each treatment applies JEFF FARMER All Signs Shall be Marked For Identification, The Marking Material Shall be Either Scotch Lite, Seibulite, Reftexite, or Approved Equal. The Identifying Message Shall Consist of INDOT and the month and Year the Sign is installed, The SEWER CARMEL UTILITIES 130 1 ST AVENUE Message Copy Shall Consist of black Lettering of a Minimum of one inch in Height, The Marking Background Shall be White. The Marking for Sheet Signs Shall be Placed in the Lower Corner Closest To the Centerline of the CAR-57 IN 46032 Roadway. The Marking For Panel Signs Shall be Placed On the Bottom Panel On the End Closest to the Centerline JIM HA AG 1-2645 of the Roadway, The Marking Shalt Not be Covered by the Sign's Support After Installation of the Sign, IM Clearing and removal of woody vegetation will be kept to a minimum between construction limits and right-of-way, WATER CARMEL UTILITIES 130 1ST AVENUE )K )K The Vertical Clearance of the Stop Sin Shall be 7 Feet From The Ede of Pavement. CARMEL, IN 46032 Unless otherwise specified the contractor shall have the option of using either Hot Asphaltic Concrete (HAC) 317-571-2658 or Hot Asphaltic Emulsion (HAE) on all Bituminous items, PAUL PACE All Design Shalt be In Accordance With The Standard Specifications For Structural Supports for Highway Signs, Luminaires, and Traffic Signals, 1985 Edition, Each U-Channet Post shall be Marked at 4,0' Length and be Driven at That Length Unless Directed Otherwise, Aluminum Bar Bracing (1/4'x 1' Length Required) Will be Required on all Channel Post Mounted Signs Exceeding 60 Inches in Length, REVISIONS )K )K REPRESENTS GENERAL NOTES REQUIRED, SHEET NO. DATE REVISED 23 Z4 !Q lS Oz Pave o-tat4- rtCAf4-_, R W INDEX SHEET NO. DESIGNATION Q 0 0 0 0 0 RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE A F ENGINEERING CO4s. LLC o,sTFR ��r ; F Z. �; v ,, OR APPROVAL �D o DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION m = DESI ENGINE ' D&E N/A 9980510 co CONSULTING ENGINEERS = �®STATE = SURVEY BOOK SHEETS o of �, DESIGNED: A & F DRAWN: JDD X - "N ' ���-\ INDEX & GENERAL NOTES 2 �f 49 0 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 %,,' sio '` � `,. � CONTRACT PROJECT w �ii� N� ��� CHECKED: MJF CHECKED: MJF R-26586 DEM-IN48 (031 � m iii i�iii X LINE "PR-4' * VARIES LINE »A" STA. 0+687.0 - 1.650 W 3.0 3.0 STA. 0+703.5 = 1.205 o * )VARI 0.2 z STA. 0+717.0 - 0.840 STA. 0+760.0 = 2.100 1.5 1.8 0.785 VARIES 3.6 TO 1.62 VARIES 3.3 TO 3.6 VARIES 3.3 TO 3.6 S 3.3 TO 3.789 VARIES 3.3 TO 3.6 VARIES 3.3 TO 3.6 0.785 1.8 STA. 0+8fl8.5 = 2.100 3.600 0 STA. 0+687.0 3.600 0 STA. 0+687.0 3.600 0 STA. 0+687.0 3.600 @ STA. 0+687.0 3.600 @ STA. 0+687.0 3.600 ® STA. 0+687.0 STA. 0+818.0 - 1.730 1.620 0 STA. 0+703.5 3.532 0 STA. 0+703.5 3.532 ® STA. 0+703.5 3.532 @ STA. 0+703.5 3.532 ® STA. 0+703.5 3.532 ® STA. 0+703.5 STA. 0+831.6 = 1.200 0+ 87.0 TO 0+820.0 3.300 0 STA. 0+818.0 3.300 0 STA. 0+818.0 3.300 ® STA. 0+818.0 3.300 0 STA. 0+818.0 3.300 ® STA. 0+818.0 STA. 0+843.7 - 0.956 3.300 @ STA. 0+843.7 3.300 0 STA. 0+843.7 3.300 0 STA. 0+831.6 3.300 ® STA. 0+843.7 3.300 @ STA. 0+843.7 STA. 0+891.0 = 0.000 VA PIES 0.0 TO 0.8, 3. 0 STA. 0+843.7 VARIES 0+820. TO 0+843.7 = 0.9 0.0 TO 5.3 ** VARIES ------ F 22% 4% K 2% R P.G. I I I R 2% K 15 2% F -_-_ STA. 0+7037.5 = 0.908 15 2% - -- STA 0+717.0 1. STA. fl+818.fl 1.65fl --------- ------ GEOTEXILES A. 0+831.6 _ GEOTEXTILES EXIST. PAVEMENT STAG. 0+91.0 1.894.50 EXIST. PAVEMENT **** TANGENT SECTION *** *** VARIES 0+687.00 "PR-A" TO 0+703.50 "PR-A" STA. 0+687.0 M STA. 0+720 = NA 0+818.00 "PR-A" TO 0+843.70 "PR-A" For Underdrain Details, STA. 0+720 M STA. 0+805 - 0.175 See "Standard Drawing STA. 0+805 TO STA. 0+830 = 1. 3 9 STA. 0+830 TO STA. 1+072 0.175 No. 718-UNDR-01" (Typ.) STA. 1+072 Tfl STA. 1+237 = 1.3 STA. 1+237 TO STA. 1+340 - 0.175 STA 1+340 TO STA. 1+685.8 = 1.3 **** VARIES STA. 0+687.0 TO STA. 0+718 = NA STA. 0+718 TO STA. 0+820 = 0.175 STA. 0+820 TO STA. 0+860 1.3 STA 0+860 TO STA. 1+015 = 0.175 STA. 1+015 TO STA. 1+685.8 1.3 LINE "PR-A" D LINE "A" 60 3.0 3 0 O 100 mm CONCRETE SIDEWALK N RIE ** * 0 2 1 5 0.4 4.2 N UG 90 kg/m HMA, TYPE A, SURFACE, ON 0.785 VARIES 3.6 TO 1.62 VARIES 3.3 TO 3.6 VARIES 3.3 TO 3.6 VARIES 3.3 TO 3.6 VARIES 3.3 TO 3.6 VARIES 3.3 TO 3.6 0.785 1.8 150 kg/M2 HMA, TYPE A, INTERMEDIATE, ON 1.620 ® STA. 0+703.5 3.532 ® STA. 0+703.5 3.532 0 STA. 0+703.5 1 3.532 0 STA. 0+703.5 3.532 0 STA. 0+703.5 3.532 ® STA. 0+703.5 150 mm COMPACTED AGGREGATE, No. 53, BASE 0.000 @ STA. 0+717.0 3.300 0 STA. 0+760.0 3.300 ® STA. 0+760.0 3.300 0 STA. 0+760.0 3.300 ® STA. 0+760.0 3.300 0 STA, 0+760.0 O 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 3.300 ® STA. 0+818.0 3.300 ® STA. 0+818.0 3.300 @ STA. 0+818.0 3.300 ® STA. 0+818.0 3.300 0 STA. 0+818.0 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON VARIES VARIES 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 0.0 TO 0.8 0.0 TO 4.1 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 4% 2% 2% K P.G. I R 15 SUBGRADE TREATMENT TYPE A K 15 R ( F - �. R� QC/QA HMA FOR RESURFACE 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON GEM XTILES -- GEOTEXTILES 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON �- - VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL EXIST. PAVEMENT EXIST. PAVEMENT 13 TANGENT SECTION CONCRETE CURB 0+703.50 "PR-A" TO 0+818.00 "PR-A" *** 15 COMBINED CONCRETE CURB & GUTTER For Underdrain Details, 22 CONCRETE CENTER CURB, TYPE "D" See "Standard Drawing No. 718-UNDR-01" (Typ.) LINE "PR-A" = LINE "A" Y z 3.0 3.0 J v o * CO2 ,g z ry 1.5 1.8 0.785 3.300 3.300 VARIE 3.3 TO 5.7 3.300 3.300 0.785 VARIES "� 2.4 J 0+843. TO 0+860.0 = 0.9, 3.789 0 STA. 0+843.7 0+860.0 TO 0+891.0 5.700 STA. 0+891.0 VARIES 0.0 TO 08 5.3 ROE 7.4 i q q F 2% P.G. ------ 4% 15 2% K R 2% ( R 2s._ K 15 4% 2% - N _ - 0 GEOTEXTILES ---- GEOTEXTILES u� - EXIST. PAVEMENT EXIST. PAVEMENT **** TANGENT SECTION 0+843.70 "PR-A" TO 0+891 .00 "PR-A" 3 For Underdrain Details, See "Standard Drawingg > No. 718-UNDR-01" (Typ.) LD 3 Q n ,D SUBGRADE TREATMENT AREA = 11 ,507 M2 CD co ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. HORIZONTAL SCALE com % RECOMMENDED INDIANA 1:50 BRIDGE FILE A (Jir F ENGINEERING CO . , LLC I VERTICAL SCALE DESIGNATION FOR APPROVAL DEPARTMENT OF TRANSPORTATION - N0. ZO66O = DES , E GINE DATE 1:50 9980510 W CONSULTING ENGINEERS STATE = = SURVEY BOOK SHEETS OF DESIGNED: A & F DRAWN: JDD/MAP/LBJ TYPICAL CROSS SECTIONS 3 of 49 Z c' �/ `���� A 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0884 ,�Fs'''' G��,� CONTRACT PROJECT W N '% S10Nh E CHECKED: MJF CHECKED: MJF LINE PR-A ck: i ''�� ,, ,,, ` R-26586 DEM-IN48 (031) X x 3.0 LINE "PR-A" LINE "A" 6w ,�z J 0 3.3 0.785 1.8 U�' 2.4 �w 3.0 0.2 (0.85 1.2 3.9 LEGEND z v0 1.5 1.8 0.785 3.3 3.3 3.9 P.G. FC 100 mm CONCRETE SIDEWALK 2,25 GO 90 kg/m2 HMA, TYPE A, SURFACE, ON I 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 22 P.G. K G 15 4% 2% --- 150 mm COMPACTED AGGREGATE, No. 53, BASE F 2% 2% 2Z _ 4' KC 90 k9/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON ---- 4-%- 15 2% K 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON GEOTEXTILES 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON GEOTEXTILES 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON **** *** SUBGRADE TREATMENT TYPE A TANGENT SECTION R QC/QA HMA FOR RESURFACE 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 0+891 .00 "PR-A" TO 0+901 .00 "PR-A" 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL 13 CONCRETE CURB 15 COMBINED CONCRETE CURB & GUTTER 22 CONCRETE CENTER CURB, TYPE "D" LINE "PR-A" LINE "A" 3.0 �z z 3.0 0.2 0 1.5 1.8 0.785 3.3 3.9 2.25 2.25 3.9 3.3 VARIES 0.0 TO 2.819 0.785 1.8 � 2.4 *** VARIES 0.000 @ 0+901.00 STA. 0+687.0 TO STA. 0+720 = NA P G 0.000 0 0+955.00 STA. 0+720 TO STA. 0+805 = 0.175 0.805 0 1+575.00 STA. 0+805 r0 STA. 0+830 - 1.3 2.819 0 1+608.50 STA. 0+830 TO STA. 1+072 = 0.175 STA. 1+ 72 2 TA. 37 To STA. 1+340 = 0.175 13 13 K q% _2% G 4: STA. 1+340 To STA. 1+685.8 - 1.3 At-) 2% P.G. - ------ 4% 15 2% K 2% t5 -- --- **** VARIES GEOTEXTILES STA. 0+687.0 TO STA. 0+718 = NA GEOTEXTILES STA. 0+718 TO STA. 0+820 = 0.175 STA. 0+820 TO STA. 0+860 = 1.3 TANGENT SECTION STA. 0+860 To STA. 1+015 = 0.175 **** 0+901 .00 "PR-A" TO 0+955.00 "PR-A" *** STA. 1+015 To STA. = 1.3 1 +575.00 "PR-A" TO 1 +608.50 "PR-A" For Underdrain Details, See "Standard Drawing No. 718-UNDR-01" (Typ.) LINE "PR-A" 3.0 LINE "A" - ww z �w 3.0 0.2 -j 0 z U ON 0.785 3.3 3.9 2.25 2.25 3.9 3.3 VARIES 0.0 TO 0.805 0.785 1.8 IQ 2.4 1.5 1.8 0.000 0 0+955.00 0.000 0 0+980.70 0.000 0 1+110.90 x 0.000 0 1+161.30 = 0.000 0 1+375.70 0.000 0 1+51.60 Y I I 0.805 0 1+5765.00 i pa 0+955.0 TO 1+161.3 & Q 1+564.5 TO 1+575.0 P•G' VARIES VARIES 0.0 TO 1.4, I 5.5 TO 8.0 1+37.5.0 TO 1+564.5 = 0.9 Q K P.G. 13 13 R K 15 4% 2% G 4:1 --- 2%-- 44% 15 2% 2% R 27. ° J`- --- GEOTEXTILES I GEOTEXTILES - Ln CD EXIST. PAVEMENT TANGENT SECTION **** EXIST. PAVEMENT 0+955.00 "PR-A" TO 0+980.70 "PR-A" *** N 1 +110.90 "PR-A" TO 1 +161 .30 "PR-A" 3 1 +375.70 "PR-A" TO 1 +575.00 "PR-A" For "Standard Details, w See "Standard Drawing No. 718-UNDR-01" (Typ.) 3 Q ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. C) HORIZONTAL SCALE BRIDGE FILE m ��IIIIIIII(� INDIANA 1:50 o , J; F % RECOMMENDED A & F ENGINEERING OD CO LLC 'STFR ,,' cF FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION m . = ;;��� Fo 1:50 9980510 _ D S N ENGIN R ATE CID o` = N0. 20660 = - SURVEY BOOK SHEETS CONSULTING ENGINEERS j - STATE DESIGNED: A & F DRAWN: JDD/MAP/LBJ TYPICAL CROSS SECTIONS 4 of 49 OF o %���,' ,,;�d A�P, ���\� » » CONTRACT PROJECT x ra 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 45240 (317) 202-0864 %,FsS/ANAL ��'G�`�� CHECKED: MJF CHECKED: MJF LINE PR-A R-26586 DEM-IN48 (031) W N O / x x irUj 3.0 LINE "PR-A" LINE "A" 3.0 U0 0.2 O�Z 1.5 1 1.8 0.785 3.3 3.9 1.2 1.05 9.25 0.785 1.8 1 0^' 2.4 3.9 3.3 3.3 0+980.7 TO 1+015.0 I P.G. VARIES 0.0 TO 0.4, 1+015.0 TO 1+306.5 = 0.9 2.25 VARIES 22 6.4 TO 7.4 F 2.�.. P.G. ------ 15 2% K R 2% R 2 K 15 4% 2% G 4% 4:1 --_ GEOTEXTILES ------- GEOTEXTILES EXIST. PAVEMENT zc XIST. PAVEMENT **** TANGENT SECTION 0+980.70 "PR-A" TO 1 +020.70 "PR-A" *** 1 +161 .30 "PR-A" TO 1 +201 .30 "PR-A" For Underdrain Details, *** VARIES 1 +233.90 "PR-A" TO 1 +306.50 "PR-A" See "Standard Drawing STA. 0+687.0 To STA. 0+720 = NA No. 718-U N DR-01" Mp ) STA. 0+720 TO STA. 0+805 = 0.175 STA. 0+805 TO STA. 0+830 = 1.3 STA. 0+830 TO STA. 1+072 = 0.175 STA. 1+072 TO STA. 1+237 = 1.3 STA. 1+237 TO STA. 1+340 - 0.175 STA. 1+340 TO STA. 1+685.8 1.3 **** VARIES STA. 0+687.0 TO STA. 0+718 = NA STA. 0+718 TO STA. 0+820 = 0.175 STA. 0+820 TO STA. 0+860 1.3 STA. 0+860 TO STA. 1+015 = 0.175 STA. 1+015 TO STA. 1+685.8 = 1.3 LINE "PR-A" LINE W 3.0 0.2 3.0 w z UN -1z 0 1,5 1.8 0.785 9.45 9.45 0.785 1.8 0�' 2.4 3.3 3.3 5.7 3.3 3.3 VARIES 0.9 2.25 2.25 6.7 TO 7.4 F 27. 4% K R P.G. ( R G 4% 2% G 15 2q 2% rp K 15 4.1 GEOTEXTILES -------------- ------- -------- - GEOTEXTILES EXIST. PAVEMENT ZEXIST. PAVEMENT _*** TANGENT SECTION 1 +020.70 "PR-A" TO 1 +070.90 "PR-A" *** 1 +201 .30 "PR-A" TO 1 +233.90 "PR-A" For Underdrain Details, 1 +306.50 "PR-A" TO 1 +335.70 "PR-A" See "Standard Drawing No. 718-UNDR-01" (Typ.) h = LINE "PR-A" LINE "A" 3.0 mod:,,, LEGEND U 0 0.2 (0.85 1.2 3.9 3.3 0.785 1.8 1 2.4 r "'" F� 100 mm CONCRETE SIDEWALK 1.5 1.8 0.785 3.3 3.3 3.9 P.G. G� 90 kg/m2 HMA, TYPE A, SURFACE, ON 0 2,25 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 0.9 150 mm COMPACTED AGGREGATE, No. 53, BASE Q P.G. 22 O 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON F 2% 4% 2% K 4% 2% G 4. 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON v , ��- 15 1 -- 240 kg/mQC/QA HMA 3, 64, BASE 25.0 mm, ON ---- 15 2% K .�- ----- -- 140 kg/M2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON GEOTEXTILES -------� --- GEOTEXTILES 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON EXIST. PAVEMENT SUBGRADE TREATMENT TYPE A CD Ll**** TANGENT SECTION O QC/QA HMA FOR RESURFACE 1 +070.90 "PR-N' TO 1 +110.90 "PR-Ao *** 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 1 +335.70 "PR-9 TO 1 +375.70 PR-A 150 kg/M2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON For Underdrain Details, VARIABLE DEPTH HMA, TYPE 8, WEDGE AND LEVEL W See "Standard Drawin gg 13 CONCRETE CURB > No. 718-UNDR-01 (Typ.) 15 COMBINED CONCRETE CURB & GUTTER L3 Q 22 CONCRETE CENTER CURB, TYPE "D" r 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. co a` CD HORIZONTAL LE BRIDGE FILE L '%, LLC \ ' F � RECOMMENDED A A 1:50 co A & F ENGINEERING C 0 . ; �� , �o�srFR o, F�; FOR APPROVAL m = = VERTICAL SCALE DESIGNATION act ESIG E GIN ATE 1:50 DEPAR TM N T OF TRANSPORTATION 9980510 CONSULTING ENGINEERS = No. 2o660 > _ STATE SURVEY BOOK SHEETS OF DESIGNED: A & F DRAWN: JDD/MAP/LBJ TYPICAL CROSS SECTIONS 5 1 of 49 8425 Keystone Crossing, uite 200 Indianapolis, IN. 46240 317 202-0864°�F ��° ASP ��`��'\ CONTRACT PROJECT w N y g' p s/ONAL E '�` CHECKED: MJF CHECKED: MJF LINE PR-A R-26586 DEM-IN48 (031) X x �U., 3.0 LINE "PR-A" LINE "A» 3.0 z o` 0 0.2 6 z J0 1.5 1.8 0.785 3.3 3.9 1.2 1.05 9.25 VARIES 2.819 TO 3.3 0.785 1.8 CJ N 2.4 2.819 ® 1+608.50 3.9 3.3 3.3 3.300 0 1+616.50 3.300 0 1+678.00 I I P.G. 2.25 22 ----- 2-% 4%y F 15 27 K 2% P.G. 2� K 15 4% 2�' G 4 ' `- GEOTEXTILES GEOTEXTILES 1.3 TANGENT SECTION 1.3 1 +608.50 "PR-A" TO 1 +678.00 "PR-A" For Underdrain Details, See "Standard Drawingg No. 718-UNDR-01" (Typ.) LINE "PR-A" LINE "A" W 3.0 3.0 zo 0.2 z U N J N 1.5 1.8 0.785 9.45 12.75 0.785 1.8 2.4 II 3.3 3.9 5.1 3.3 3.3 3.3 2.25 2.25 /02%- P.G. I P G. 2°' G -- ----- 15 2% K 21- 15 GEOTEXTILES GEOTEXTILES 1.3 TANGENT SECTION 1 +678.00 "PR-A" TO 1 +685.817 "PR-A" 1.3 For Underdrain Details, See "Standard Drawing No. 718-UNDR-01" (Typ.) 3 Y b- LEGEND FO 100 mm CONCRETE SIDEWALK J ( GU 90 kg/m2 HMA, TYPE A, SURFACE, ON 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON Q 150 mm COMPACTED AGGREGATE, No. 53, BASE O 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON ° 240 kg/m2 QC/QA HMA 3, 64, BASE 25 OAmm, ON mm, ON 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 01 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON SUBGRADE TREATMENT TYPE A CD RO QC/QA HMA FOR RESURFACE ' 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 3 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON W VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL > 13 CONCRETE CURB 3 15 COMBINED CONCRETE CURB & GUTTER Q 22 CONCRETE CENTER CURB, TYPE "D» n r �o ON CD co ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED. / HORIZONTAL SCALE BRIDGE FILE 00 RECOMMENDED INDIANA 1:50 00 A & F ENGINEERING CO . L � � '��`sTERF'�CF FOR APPROVAL VERTICAL SCALE DESIGNATION �_ DEPARTMENT OF TRANSPORTATION NO. 20660 DE N ENGIN R DATE 1:50 9980510 CONSULTING ENGINEERS = - - srArE � _ SURVEY BOOK SHEETS o r/ ��D IIFANP ; ��\; DESIGNED: A & F DRAWN: JDD/MAP/LBJ TYPICAL CROSS SECTIONS 6 of 49 Q 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 % F',1SIO ` CONTRACT PROJECT cy- N '%,S�ONAL E����`` CHECKED: MJF CHECKED: MJF LINE PR-A R-26586 DEM-IN48 (031) X x g c o O O o 00 O O N 0 0+ + + + O .- ... SEC. 31, T18N, R4E BEGIN PROJECT CLAY TWP. P.O.T. STA. 0+687.000 PR-A = HAMILTON COUNTY TEMP. R FOR STREET P.O.T. STA. 0+687.000 "A" 0.2 m L O1 T. APPROACH CONST. .-. W TEMP. R FOR TEMP. R FOR BRASS PLUG FOUND (PER DRIVE CONST. DRIVE CONST. 0 5 TEMP. R/W FOR STREET 0 13 17 � 4 HCSO TIES) AT NW CORNER APPROACH CONST. SEC. 6—T17N—R4E AND SW CORNER SEC. 31—T18N—R4E 22 m R/W v " 20 STA 0+609.601 LINE 'A' — — — 116th STREET 3 1 LINE "PR—Al S 89'53'03" E 1 6 S 89'53'03" E '*" —LINE "A" & SECTION LINE F7 R/W _ _ 18 m R _ _ 19 m R 19 m R Z O 15 m R 6 � 7 22 m� — 10 11 12 W 3 0 Q 0 0 � 14 15 16 C.7 0 Q TEMP. F OR G 0 18 19 TEMP. R FOR DRIVE CONST. O TEMP. R FOR TEMP. R FOR DRIVE CONST. SEC. 6, T17N, R4E TEMP. R FOR Lj DRIVE CONST. DRIVE CONST. DRIVE CONST. DRIVE CONST. CLAY TWP. o HAMILTON COUNTY INDEX NO. OWNER .•• �,, ,,,, r ± O1 MARATHON ASHLAND PETROLEUM LLC O2 FISHER FAMILY TRUST SEC. 31, T1 8N, R4E O3 MOBIL CORPORATION CLAY TWP. HAMILTON COUNTY O4 WELLS Q WOODLAND SHOPPES 0 ROLLAND Q TEMP. R FOR O7 MILLER 3 TEMP. R FOR STREET RIVE CONST. 25 QS WISTON XIX 20 22 24 APPROACH CONST. END PROJECT O9 HALLAM P.O.T. STA. 1+685.817 "P,�—A = 10 GROCHOW R/w R P.O.T. STA. 1+685.817 A 0.2 m LT. 11 TANTON LINE "PR-9 11 6th STREET 12 LAKE, TR. S 89'53'03" E S 89.53'03" E _ 13 WISTON XIX LINE "A" & SECTION LINE 14 HARSON 16 m R 18 m R/W 15 BRETHEREN CONFERENCE OF INDIANA - - - - - - - - - - - - - - - - 1 s BHATTI 17 WILLIAMS REALTY FOURTY ONE LIMITED LIABILITY COMPANY McKINNEY LRFOR 19 DRIVE CONST. DIGREGORY W 20 BARBOUR SEC. 6, T1 7N, R4E -0 21 DIGREGORY W CLAY TWP. HAMILTON COUNTY Q BEN MAR LLC C) Y 23 WOODLAND COUNTRY CLUB, INC. 24 TRIDENT FOODS, INC. Q 25 G & T COMPANY Q J ALL RjW SHALL BE DESCRIBED FROM co LINE A UNLESS OTHERWISE NOTED �� HORIZONTAL SCALE BRIDGE FILE ��� ,, RECOMMENDED INDIANA 1:1000 A & F ENGINEERING CO . LLC co ��`;,��°�sTF,�o ;�s'�= FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION - DE N ENGI ER ATE N/A 9980510 W CONSULTING ENGINEERS No. 2®66® = o = �oF� ;' \' DESIGNED: A & F DRAWN: JDD/LBJ SURVEY BOOK SHEETS Z Suite 200, Indianapolis, IN. 46240 (317) 202-0864 �' of 49 x A 8425 Keystone Crossing, p �-�� '��-������������ ���°��� PLAT NO. 1 N ''ii �ONA` � ',��` CHECKED: MJF CHECKED: MJF CONTRACT PROJECT LIJ X X rrriiiit R-26586 DEM-IN48 (031) E LO MAINTENANCE OF TRAFFIC N + 1!z x PHASE 1 0 E CONSTRUCTION OF PAVEMENT (EXCLUDING HMA SURFACE), DRIVES AND STRUCTURES AS SHOWN THIS SHEET. ALL STREET APPROACHES TO BE z cv CONSTRUCTED UNDER TRAFFIC. 0 C*4 C.D x z W - - - - - - - - - - EXIST. PVT. MA - - - - - - - - - - - - - W1 Yi CA 116TH STREET - - - - - - - - - - - - - LINE "PR-9 cwt\ — - - - - - - - - - - - - - - - - - - - - - - --- - - - -- - - - - - - - - - - - - - - ------------------- K 17 K 1� -- - - - - - - - - - -- - - - - - - - - - - - -- —- - - - - - - - -- - - -- -- - -- ................................ YW cr_ 60 60 190 m ct z Z C) CD 0 0 *--4 CZ) U) U) 04 C) C) to to C) + + r� U 0 M 00 L ILD 0 ck: < 0 n + a z z cr_ VARIES 0 M U 3.3 MIN 0 3.6 TYP 3.6 1.5 Uj D M �i Lj LINE "PR-P" M o z Z z 04 ck 3.- EXIST. PAVEMENT a N st X X TYPICAL SECTION PH. 1 A ix SCALE 1: 200 00 rn 00 + 00 + Fj -------- ------------- — 711 — — — — — — — — — — - — — — — — — — — — - — — —— ————— — — — — — — — — — —— — —— ——— ——————— - — — — — — — — — — — — ry"x 2n (19 14) 1 116TH STREET Y2 Y2 Ki F2X R-9 If! M U") LINE "P LEGEND Temporary Pavement Marking, Re e, 100 mm Solid White aC LOP O„ SIGN Y1 Temporary Pavement Marking, Removable, U j �! 100 mm Solid Yellow C) Q o , ONS�R�G� w2 Temporary Pavement Marking, 100 mm Solid White „R Zp-� Y2 Temporary Pavement Marking, z (Lj < 100 mm Solid Yellow END CONSTRUCTION" SIGN 8 "ROAD CONSTRUCTION AHEAD" SIGN M, Drum Barricade XG20-2 (0.6 m X 1.5 m) 0 XW20-1 Spaced at 9.Om Intervals & CD Construction Sign Type CD , Irn) LO I • —+ Type III Barricade Type "A' Construction Warning Light LD Area To Be Constructed CONSTRUCTION ZONE DESIGN SPEED 60 km/h 41 Temporary Pavement Message Marking, Removable, Arrow ,,D CF11 Temporary Pavement Message Marking, Removable, Only CD co ,,D m H H11/// I CD \\\�H HORIZONTAL SCALE BRIDGE FILE 00 INDIANA 1:500 ii 7) RECOMMENDED .��"�,��GIST VERTICAL SCALE DESIGNATION 00 DEPARTMENT OF TRANSPORTATION A F ENGINEERING C OO LL C FOR APPROVAL Cr') D 9980510 DEtI(;f ENGINEE N/A 0 2066 �E LJ CONSULTING ENGINEERS No.STATE SURVEY BOOK SHEETS > OF DESIGNED:NED: A & F DRAWN: JDD/LBJ MAINTENANCE OF TRAFFIC DETAILS 8 0 1 P, 9q of 49 x f:::� 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 MJF PHASE 1 CONTRACT PROJECT CHECKED: MJF CHECKED: LI: �S/ONAL'""' LLJ cl� 11111 \\\\\\ R-26586 DEM—IN48 (031) >< x I ° 0 0 0 + M d' LO ± ± MAINTENANCE OF TRAFFIC + PHASE 1 CONSTRUCTION OF PAVEMENT (EXCLUDING HMA SURFACE), DRIVES AND STRUCTURES AS SHOWN "ROAD CONSTRUCTION AHEAD" SIGN ® Pi "END CONSTRUCTION" SIGN THIS SHEET. ALL STREET APPROACHES TO BE "ROAD CONSTRUCTION AHEAD" SIGN ® " "END CONSTRUCTION" SIGN XW20-1 11 CONSTRUCTED UNDER TRAFFIC. XW20-1 �" � I ® XG20_2 (0.6 m X 1 .5 m) i o Iii XG20-2 (0.6 m X 1 .5 m) 4 a II u o q ¢ II CD II ii LO q ¢ ul q II II ¢ II p Z II q II n II U tl N 06 N LO I + -i o r — — - - - — — — — — _ - - - _ _ _ _ - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — - - — — — — — -- — - - - - — — — — — — — — — — — — — — — — Y2 116TH STREET s Y2 Y2 � W2 ;°; LINE "PR—A" 2 , 7 WO i — 1 j I�1 III VARIES ��' �� 3.3 MIN 3.6 TYP 1 3.6 1.5 1 � LINE "PR—P" N, EXIST. PAVEMENT TYPICAL SECTION PH. 1 SCALE 1: 200 O n 0 z + tz z r- ± {n O 00 2p L V L qq O W to O + L O O O C) z ~ D D O Z Z ON O `— � I l tD � x QO QO p N p N U aX � X + 250 m 120 m + I Y2 116TH STREET - M - - - - Y2 - LINE "PR—A M Ki ri pei LEGEND Temporary Pavement Marking, z E 100 mm Solid White Z Y2 Temporary Pavement Marking, M N �z x o I w i O 100 mm Solid Yellow � x . Drum Barricade Spaced at 9.0m Intervals N i-W Construction Sin Type "A" cz N 9 YP 3 CONSTRUCTION ZONE DESIGN SPEED = 60 km/h o ° t-+ Type III Construction Warning Light - z x ® YP 9 9 W ® Area To Be Constructed 0 co 011 m °00 \P�` "J'r"F/ HORIZONTAL SCALE BRIDGE FILE Q� ��,'%, RECOMMENDED INDIANA 1:500 00 A V� F ENGINEERING C , LLC ��; �G�ST-: O F� FOR APPROVAL VERTICAL CAL DEPARTMENT OF TRANSPORTATION SCALE DESIGNATION ° - DESIC# ENGINEE D TE N/A 9980510 CONSULTING ENGINEERS - � No. ATE _ _ STATE SURVEY BOOK SHEETS o ; .o of DESIGNED: A & F DRAWN: JDD LBJ z �o 'ND I ANP ���: MAINTENANCE OF TRAFFIC DETAILS 9 of 49 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 '%�Fs ''' ,,' CONTRACT PROJECT S�QNAL CHECKED: CHECKED: MJF w PHASE 1 R-26586 DEM-IN48 (031) x �� I.z E 0 oI�MAINTENANCE OF TRAFFIC N L + PHASE 2 o CONSTRUCTION OF PAVEMENT (EXCLUDING HMA o SURFACE), DRIVES AND STRUCTURES AS SHOWN U THIS SHEET. ALL STREET APPROACHES TO BE � o CONSTRUCTED UNDER TRAFFIC. N PHASE 3 ° o HMA SURFACE OVER WHOLE PROJECT WHILE z X h I� MAINTAING TRAFFIC WITH TEMPORARY LANE CLOSURES AND FLAGMEN. REMOVAL OF TEMP. _ _ -�- - - -_ PAVEMENT MARKINGS OUTSIDE PROJECT LIMITS - - __--- AND REPLACEMENT OF PAVEMENT MARKINGS EAST OF KEYSTONE AVENUE. _ - - - - -- - - - - - - - - - --- -- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - 36 36 W1 - - - - - - - - - W1 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - co rn © - - - - - -- - - M ¢ M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ __ _ _ _ 0 0 0 LO ± MAINTENANCE OF TRAFFIC + PHASE 2 CONSTRUCTION OF PAVEMENT (EXCLUDING HMA SURFACE), DRIVES AND STRUCTURES AS SHOWN THIS SHEET. ALL STREET APPROACHES TO BE "ROAD CONSTRUCTION AHEAD" SIGN "END CONSTRUCTION" SIGN CONSTRUCTED UNDER TRAFFIC. "ROAD CONSTRUCTION AHEAD" SIGN " ��;� "END CONSTRUCTION" SIGN XW20-1 1I u ® XG20-2 (0.6 m X 1 .5 m) XW20-1 XG20-2 (0.6 m X 1 .5 m) �" PHASE 3 ; p Q HMA SURFACE OVER WHOLE PROJECT WHILE II I o Q MAINTAING TRAFFIC WITH TEMPORARY LANE C) u II "' II Q CLOSURES AND FLAGMEN. REMOVAL OF TEMP. Z Ci ii ¢ PAVEMENT MARKINGS OUTSIDE PROJECT LIMITS n p v li AND REPLACEMENT OF PAVEMENT MARKINGS EAST I OF KEYSTONE AVENUE. 7 _1 Z Z4-1--7Z - - -F117113�z� L,17Z, 717-77111111111111,11 II �� II li - -- - -- iI_ _ =- - - -------- ---------- r--,, LINE -_— ------ ------- --- M 1 � III III I ill III I II i III "o 2.8 3.3 3.3 A LINE "PR—A" \ � N , EXIST. PAVEMENT ` TYPICAL SECTION PH. 2 ` SCALE 1 : 200 C.D O N to c O � .}. + N 0 ^ z � C) oo F� <D Lei LO U z M to U-) ' cn •— z z o V U o H O a! z (.n D Z L�.� J CK m t C) Z = a o C-) N V Q X Z Q 04 04 X t c X a X -{ 250 m 60 60 I® I® I(a fW3 _ w� Temporary Pavement Marking, Tape, Removable, _ `°• 100 mm Solid White ---------_____ LINE "PR—A" 2 Y N; w� Y1 Temporary Pavement Marking, Tape, Removable, J ____ ---- — � "' - - ==Y12a= 1- - - - - - - _____- - - - _====—s== = ____= a-= 100 mm Solid Yellow N - _ = M M w2 Temporary Pavement Marking, Tape, — W3 - 100 mm Solid White --- ��I ��� + + + z W3 Temporary Pavement Marking, Tape, Removable, 100 mm Broken White \ Iu I g Q W z Y2 Temporary Pavement Marking, Tape, cu ui Iw Z C c O I 100 mm Solid Yellow M LO 00 � + + + li o X . Drum Barricade CD Y E Spaced at 9.Om Intervals o IF-W Construction Sign Type "A" z cv +—+ Type III Barricade 3 A"= N/h CONSTRUCTION ZONE DESIGN SPEED 60 km Type " Construction Warning Light °z x Area To Be Constructed, PHASE 2 — W `D all © Flashing Arrow Board 0 co o �� ,, HORIZONTAL SCALE BRIDGE FILE co m �P , �y % RECOMMENDED INDIANA 1:500 cc A 8c F ENGINEERING CO . LLC ' -' FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION m - N0. 2Q66Q '= DES EN NGIN R ATE N/A 9980510 W CONSULTING ENGINEERS = = STATE _ o .o of P ; DESIGNED: A & F DRAWN: JDD/LBJ SURVEY BOOK SHEETS z p �41 MAINTENANCE OF TRAFFIC DETAILS 11 of 49 X q 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 '-%�Fs CONTRACT PROJECT LLJ N %�,,S/ONAL E ��` CHECKED: MJF CHECKED: MJF PHASE 2 & 3 R-26586 DEM-IN48 (031) x X XREF XNN-M Z:\1998\98096\98096-DCA\ PP-SHEET 1 /1=1/ 12-06-01 MJF-JDD DID r^*t mD . 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I I I j I ! 1 1 1 1 I I 1 1 I I I I I I l i I I . ! : 1 1 1 ! 1 1 I II I ' �' r mX �- +� I t +-: , -� I I+ - -, ±.its ! STA 0+689,6, 15.6 Rt. - GUY ANCHOR + �_pC 4 STA 0+689.,, 19.1 Lt: _ i�00rr R�P I I I I � rt I I ' �� 1 I ., ! T i ' STA 0+691,6, 13.7m Rt. UTILITY POLE 1 STA 0+691.0, 13.4 Lt, INFORMATION SIGN o z ( 1 ( I 1 ! 1 1 1 I ! ! j l �': ! - STA 0+691.2, 14,3 L t. - IN;�ORMATION SIGN z� ! IIjI ! ! 1 „ I STA 0+691.9, 19.3 Rt. - GUY ANCHOR P I I I I 1 1 I ! 1 j I 1 1 1 VL� j 1 1 1 STA L(+692.2, 19,Rm Lt - 1030mm 0 CM: a z l j l l I 1 I j I I 1 STA 0+695.0, l0.lm Rt. - INFORMATION SIGN r �� 1 j I ' III 1 I ! I III 1 1 ! -► I STA 0+694.4, 24:27 Lt - UTILITY POLE o 11 ; 11 III 1 1I 1 I11i iII I 1i ; 1 II ' 11 t� tr + ! (n m 61 ! j1 1111 iII jjlj ' 1 I ! iII Ii ! 11I� IIIi ii IIII ! I ! j Ii O � II m N ; I I C� (4 v ! l 1 1 1 I I 1 I !I 1 1 1 1 1 11 STA 0+700.8, 13.7m Rt - IRON (n N � I O O 11 I III I ; , j 1 I I I ! I 1 1 1 1 � ' I ' 1 1 1 �� -z� . m . 703.5, CL. III DR. 0 + 700 it II 1 ( I I1I1l1 III 1 IIIIII k 1 ! l � N + _ iIII I , III ' 11 Ij11Il Ij 11 , ; 1111 jI 1 ° r� cn z = 16.0 O fill 1 ! II 1111 II ' ) III I 111111 � II Ij III 1111 ! 11 ) 11111 p I CA = o , II III 11 . 111 ! 1 III iiI III ! 1 ! II IjI 1 I ' ' 11j ! Ii I IIi III l ; 1111 ! 1 11111 I ! --+ • P � _' 1 i+i+i -� LI ��! 1 { 1 + � I �IL1 __ I ! -I �� 1 +710.7 CL. III R. 1 F r : C 11111 1 111 IIIIiI 11 1 , I IT1 fi IIIIrI1I ' II 111 ;1111 ! 1 I IIjI 11 ' ; ICI W = 10.2 I I Utc.d I 0 -4 11 i111I ! I II ! IIIi ; ! IIIIIII ' I ' III 1 11 j Ill II - I i1 Ii ! 1111I 1i ji111 ( 1 ,11 1 1 IIi I ' 1 1 ; III j 1 1 I I I I I i ] I IIII j IIII 1 1 j I I 1 11 1 1 0T � �� + STA 0+714:0, 2G.3m Lt. - 10301 �P ! I I I 1 ! I 1 1 l j I I I ! i I 1 1 l 1 1 1 1 ! I 1 i j -L`4. � I ,Rt. - STORM MANH - ' (n _V - �. ! " I ! 1 I ! �"� 305rs= I + STA 17.6, 11,8m Lt. CURB N T ,�jxj1 i1 �I 1 1 I ' IIIIIi r - B i - RCP O NV + (n (n rrr! j 1 I I I ! I i I I S A rn 3, 22,6 Rt, UI DING C7RNER � ,` N _a W rn 0 i0 l , ! 1 I ' I I ' 1 1 1 ! I i i 1 I STA 0+ 19:2, 8,0x1 Rt. - CURB INLET {� O O fTl O i ! I II ! III IIIIIII I ! II IIjI 1111 ii I IIIi1II ( IIIIII ;o tit -' z il�1 ( ill I i 1111 II11 I � IIIIIi IIIIII" jIII I �' 11 IIIIII I1 lllllll I � I1j 25 . II m Z Z V3 l I I II 1 ' III o -� ,, 1 ! I I IIII 1 111 11 1 1 111 1 j ! I N ."� I ! 1 !' 111 If III . j ill ' II 1 II IIII i { ! 111 Z * + � -.► 1I � ,� s � 111 I ' I III i I ! 1 I 1 ' I i� i I I I 1 1 i ; l I ! I I I I I ; I j 1 ! I STA .8, 79m Rt INFORMATION SIGN r� (.71 (J1 m I -L -& 1 1 f { 1 fi -I E j j STA 9, B.Sm Rt. - iNFORMATION SIGN IT1 I Z IT III I - I n IiI + �1 I I I 7 1 1 1 1 ' ' I ! 1 I i I r 1 1 I 1 STA- 13�6m Rt IRON PIN a �D j11i ! iIII I1 iII VIII IIjI 1111111 1 Ii 11 iIII llil II = i II ' j ! 1 - 111 III III I II ! I I II ! I ! I III I I III 11" VII I ! I I I ,I � Q I �► J III j IIIIII I III 1 1 '. I 111111 , 1 i ! ill j1i ! I 1111 ! 11 ! ! Ijli IIII ! ! 111 11 ' I III N IIII i ; l,h-\ 1 III ! 1 ! II IjI j 1 1 11 II I I 111 I I I ; I IIII 1 ! I I 1 :.a -.► uI 111 iIII 11� 1 II I 1j1111i IiI I ( IIII III I ! j1 1 11Ii11 ST:AO+737.$ 15:2mRt. 381mm0MAPLE i."i i ! I� 1 I I i I j ! 1, 1 1 1 I I I I I r I i i I I ' ! I I 11 t)t C) �! 1 + I - 1 I I I ' I 1 I ; I I ! ' 111 1 - 1111 1 ! F ! IIII 1 I III k � ' , 1 i I 1 , 1 co 1 I I I I ! i 11 I I I 1 i 1 ' i 1 , I i I I ' O ! 1 1 IIII 111 ! 111 : 1 ' 1111 I , i1 I ! I � (.A i 1 1 ! I III I I 1 1 1 1 1 l i 1 ! I i IiI I II I 1 I I I II 1 1 1 1 , 1 I I 1 1 1 STA 0+7452, 10.1m Rt, - LIGHT POLE II, lk 1 1 1 j I l i l 1 1 ! j I 1 1 I I l i� I I ! ! j 1 1 ! 1 111 STA C+74'.7, 15,05 Rt - 38155 0 .MAPLE N �! i O II I + ! 11 III ! I I it 1 - _ I I ' I j i i l : III 1 i I I 1 1 1 1 1 1 1 1 1 1 1 1 I ! I I ! 1 j IIi I i I 1 1 1 I I W 1 1 STA 0+/48.8, 4.3r Rt. SOS m 0 RED OAK W 1 1 1 ' ; 1 1 1 1 1 1 1 STA 0+7495, i6,Om Rt, 457mm 0 MAPLE p V 1 I I 1 STA 0+751.4, 13.8m Rt. - 229mm 0 MAPLE p M ' i1 ' Ili 1111 iI 1111 ! 11 II � 1111 I11j1 111111 11 IIi ; 111 I � I 1 Ill IjI y111 ' �1y' � i N I . 1 1 II 1 j j 1 11111 111111111 ! IIII 11 ! I I 1 1 ' j ! N 1 1 1 1 I , I , i ryry � I I 1 1 111 1 I l I ! 1 1 1 I I l 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 II j 1 1 1 1 1 1 1 1 1 W +756.0, C R. �I I llji � 1i11 ! II � 1I Ilj 11 � 1 I 3 11 11 1 1 111111111 1 : 111 Ii Ii IIII I I I II III 1 = 1 1 I 1 1 1 ! 1 _ 11 Ij� � h I I ill 1� I I+i W 5.1 I I� '�', Ar! I� 11 r I ' I : 1 i �� I : I 1 1 I STA 0+7607 6.4m Rt. MAILBOX -r o I I 1 111!'T1 1 1 ! 1 ! I 1 11 i I I I 1 ! �' �+ �., Z I 1 I 1 1 1 1 1 I I I I I 1 i 1 I I I ! ! STA 0 762.8, 12:15 Rt. 610 mm SPRUCE m '� I iI ; 111111 ! j 117 I 111 " 1111 j + ' 1 I I , I 1 i1 ( I , 1 1 ! ' li 1 III 10 I N ! iiI I IIi 1 IIIII � I1 111 ' i1iilll 11 FF�+�FM'����I � � o �i �z 1 IIi 111111 Ii11 IIi ! I II 117 III ri O N tp I j jI ! 11 ! 11 ! I II 1111 IIIIII I 11111 . 111 li I ' F' 1 11 1 1 I 1 I I I 1 O ! i I _ II - - .-t I 1 �i I�_I �.A 0 769,8 9,4(7 Rt. olOmm MAPLE + l ' N u I '1� 1 11 : ! I11 �I � I III + I �i his �! II 1 '1 �I I 1 rnp I� I ' j 1 1 j I ' IIII j ; 1 1 1 I I I I ' „ I I 1 1 1 1 III I I I STA 0+772.7. 10,3m Rt. - L27mm 0 MAPLE H O V I WI 11 111111 11 II I 1 I I it i11 I ! ) < u p I Ii 111 ; III I II Ii I ' I 1 11 1 III 11 rn 1 I1 i II 1 1 I IiI I I ; 1 r IIII ' i7 ( 11 1 IIII �� I II �{ I II 11 I11 II II II ! I I II I 11 U 7 IjI 1 11 11 1 ( l 11 1, l 11 1 j l 11 n I I 1 1 1 I 11 , j . t r -r t F 1 �- 1 , T 1, 1 -1 I O 1 �-SU D1 1 ! T 11 ij V III ; 117 11 11111 11 1IiI ! 1 1j1111 Z 11 I j I i , I I 1 I I I i ! 1 1 I I 11 ! 1 I i 1 1 l j ! I I STA 0+784,1, 5.1m Rt - INFOR N I -'I 1 I 1 1 I III 1 I - 1 ( I ' 1 1 1 1 I j 1 I I 1 1 1 1 ! i I I 1 I I 1 1 1 1 STA 0+784.9, 11.6m Rt. - 254mm 0 SPRUCE I 1 I i ! I , I1 iIII Ii 111 I I O '(n 1 I I j I ! 1 1 1 I I I I I i 1 I I ! STA 0+787.4, 10,9m Rt. - 254(5) 0 SPRUCE � fTl �� I II IIIIII 11 ' I i ; III III Ij 111 ' 11J 11 I 1 1 ' 11 1 W 4Ijl m 1 1 1 1 1 fT1 "�it fTI 58 + i I r 1 t -t� 7-±1 I ; 1 I 11 1 t +-t t J �t-r I I I - � 1� r -H +�I STA 0+790,3, 10Jm Rt. 254mm 0 SPRUCE rn �1 � (/� ill 1 11 I i i � i f�l � �f _ � --) 1 i I I ; j i 1 I ! III STA 0+793:1, 11,1 Rt. 254515 0 SPRUCE (n Z 1 = Z I m v Q � �JED! III 1I 1 1 1 1 " ���///��� �] I 1 1 ! I i ! ( 1 1 , 1 I 1 1 I 1 j � � 2 0 1 � � (n om M M I 1 j 1 I I I I I I i 1 I 1 STA 0+795.7, IC5m Rt 254mm 0 SPRUCE . • Z } 1 1 � �I 1 1I : • 1 ! 11 i ' 1 i II 1111 1 11 1 II 1 1 II " K: m � J z + I i 1 I ! I 1 1 1 1 1 j 1 1 ' 1 STA 0+797.3, 10.35 Rt. - 254mm 0 SPRUCE .r -► V --1 0 CN tb C (A 0 171 111 , II ! II 111 IIlII1 ' 1111 IIII 11 (n C" m� I + N O O �1 I I STA 0+8001, 101m Rt. - 254mm 0 SPRUCE Z I N O""' to (� i 1 1 I i� 1 1 I ! 11 1 ' 1 ' j S 1+ o _ r� . . W V1 O - O STA 0 8 5:2, 17.05 Lt. 300m i I ! 1 I TA �, 802,2: 9m Rt: 254mm 0 SPRU�� N �' cD + I I I 1 1 %) + 800 O 1I ' 1I ' I I ! 1 III �.r 1 ! 1 1 I i 111 11 � G II5 rn STA 0+ 05,5, 19,25 Lt. - GUY�J i , 1 I 1 I I, I I ! 1 1 ' IIII I 1 I I 1 1 1 I STA 0+805,3, 9.9m Rt - 254mm SPRUCE S 1 _ L _- STA 805.6, 9Jm Lt. - CURB(j� ET 1 ! I ' ! I I 1 STA 0+8072, 9�1m Pt 254mm SPRUCE �i �� 805,9, 21:6m Lt - 1030 �MP ; IIj i ' ! 1 11 1, 11 II ' 1I I I _ I I -,� 1 1 1 ; III j 1 1 i III 1 1 STA 0+810.4, 8.85 Rt. - 2545 0 SPRUCC �E -� A +806:6, 15:0 Lt. UTIL LE 1 t ! -t—I"L .. I I _ --I , 1 - r T-- I : } -��i+-r7 r - _ r- _ N 00 VI CI� �.��1111I I1111//�/ I , I I ! 1 I I I ' I I STA 0+810,6, 4.5x7 Rt. - LIGHT POLE C E E. \\ /, 1 I I L� I I i t I 1 I 1 1 1 11 I I I C— 4° A C /� /.i I ' 1 PEI 1 III •I :�' ! 11 ; 1 j I 1 1 1 1 I S + (n o �� ��/ , I1� I� M 1 ! 1 1 w I ! 1 I l 1 I 7A C 815,1, 5.7m Pt: 30555 0 E AR (n 0 �C �I IjI 1 1 STA 0+8161, 4.2:5 Rt. - GUY ANCH ' k 1 fn 3 Z ,j� /y I ! ! ' �I'-I I I I 1 I ! t� % 11 I i (' 1 j 1 1 I I 1 I I I 1 I j 11 ' r _ `_ 7 �Ti I3 5 I *T j j 1 t ( I s A o+e17.8, o.cm Rt. 3s6m m �y�ju❑us TR,_t rTt O � 18.0, STREET APP. �` '= O - 1 ! ! ( j 1, STA 0+8179, 5.6x; Rt. - 305mm 0 C ITI ' 5 _► = 14.5 m - r` 1 -- 1 -; 1� +-! I - 1 I + -{ + m C;J = Z N + - Z = - o - N (n- - .J Y! I I I + I X02 ChO Noo + - � - -n -+ � -i - L - I I j I I I I I 11 I I I I I ; ! I ' ' 1 I I i I 111 (n - 7 -1 � � W N WOD - m n - - I j , ! ! � W N I 1 1 1 I I I j,I 1 I ♦ .J Z + N p 2 '� 1 1 11 ! j w I 1 I 1 ! j 11 I I I 1 1 V I �V W � N� N p p p y O� I 1 I '�' I t I 1 1 I : I I 'p .- �I W \� l 1 III � �"� J 2 �- 1030mm 0 CMP �i N _ 1 `' �� 1 1 . N _ �� V # + m ' N A 8 .0 _t 1025(( 0 PIPE �i I 1 � 1 � �% �� 1 I I I I 1 1 III ' I I 1 1 I j I �! 1 �, �- +v c) 0) V I i, ,� (n N 00 830,3, 25.85 Lt. - 102mm 0 PIPE F s OO m a —i-' - I 1.1,_ t STA 0+831.1, 25.4 Lt, - GAS VALVE �/ � �� �" 1 I � t� I I �� rt I I � 1 � W //f V 1 1 I I - �- \ _ vc v STA 0+831.5, 9,65 Rt. 0 DAR' CT //01111liwo� I 1 I 1 � /-- STA 0+831:7, 16:85 Lt, - 36855 0 CMP II . 1 1 1 - - 1 1 1 I I I I I 1 1 ! 1 i II 1 1 I I I I ^61 STA 0+833.8, 4,4m Rt - :.$1 0 Cf t0 �� ZF1° - 7� 21,55 Lt. 76255 0 RCP 11 I C7 p T1TJ i I f ! I 1 1 1 1 11 1 ?" _ ! T 1 I 1 j l ! 1 1 11 ! II II STA C+835.1, 4Jm Rt� - 3D5 0 Ch1P 1 STA 0+833,3, 12.4m Lt TELEPHONE MANH❑LE S �I O frl 1 1 , 1 11 III �11 1111 I 1 iI 1 I I 1 r / y (*1 (n C7 I 1 1 , I I 1 1 1 1 j m, (4; 111 ETA 0+835.9, 9.3m Rt. - 55 0 SPRUC STA 0+835.6, 14.35 Lt. - SW CORfJ. BRICK PUS Q I U 1 I ! 1 �I + STA 0+8377, 17,65 Lt. - CATV PEDESTAL O �I I I I I 1 7 1 I I 1 ! C TA CI+838.9, 16.35 Rt, - 305^m 0 �� m .--[-�_r I t� +T 1 4- -l ' +_�i ��� -� 7 -� r_r i ) 1 00 (*�-i cn 11 p -0 m ' i 1 1 I 11 i. I' I I 1 . I I �� I STA 0+841:9, 26.1m Rt, - 305mm 0 CMP c= ���� (n (n II C.T - W W� . o 'u Z 1 1 I 1 111 I ( ( I I I i i i � -1w\l% y iTI !_ 1 O p 1 ! I �1� �� ! ulEnZp i ' 1 1 1 1 t', " -R ��8} Z (ItZ Z n o 11 i 1 1 I 1 I III 1 1 STA 0+848.0, 8,3m Rt. STOP SIGN (n • -1 . 1 r- I 11 1 1 I I 1 - Z I I 1 1 1 ! I I i I 1 N , 1 1 - „ 1 i I ! 1 1 I I I - 1 + , - 1 I STA 0 8496, 13.65 Rt. 30555 0 C-' _ I 1 I i I S oI- N D> ( I 1 III ! STA 0+850.5, 6:3 Rt. - LIGH i POLE 1 1 add 133 d') •ti!so v rn in 0, w � �° I 1 1 j ! 1 1 1 1 l I 1 III I STA 0+850.5, 4.Om Rt: 305mm, 0 CMP ` N + -9 I I I ! 1 •I ! 1 I 1 1 1 11 I I I 1 j I 1 STA 0+850.8, 19.5m Rt, - 305mm 0 CMP�� �7 - STA 0 8.,1.7, 15.Sm Lt. 305mm 0 ASH �l V 1 I j j 1 1 I 1 I I I I I I I 1 III I I ! 1 I STA 0+852.9, 8.85 Rt - 55955 0 3PRHCE j1 111 a 1 II II I II Il ! 1 ' 111 111 I ! li I n O IjI 11111 ! I 111 1 IIII 1 IIIIIII IIII jilI1 III 111 ! N a c O IIIIIII Ii 11 ! IjI 11 ! 11 1 1 ' 111 II IIIi 11 iII II , + * I rn I 1 1 ! 1 ' I I I I iV r'6 Coy r-i 7�L' !1 III --I-t- j 1 I �% I - ! I� 1 1 ' I � '' -r-Il--`-�-?--1 (n (n �+�1 O _, i -.. _:,, 1 1 I I 1 ! 1 1 l j 1 j 1 I iTi , I 1 I I I 1 1� ! 1 ! I j I I I : j 11 j I �_ ! STA 0+862.8, 5,3m Rt: - 203mm 0 HAWTHC� m , � N n D I 1, 1� I I 1 1 1 I i I i r j M ev I z ft ' 1 IIII � ' � Z1 (n (n 1 (n Ij m n Z III 1 I I 1 , 1 II ( III it l 111 C-, � n I II 11 III 111j ; 1 III : 11j 11 II 11 ; 1 ' m —i I r-i 1 1 1 �1! 11 I I I III 1 I 1 1 III ' ' III 1 1 I I I = ;-( . f f�•1 Z7 I-r (� Z 0 STA 0+867.3, 6.35 Lt - 254mm 0 MAPLE 11-1 Z I ' ! + j I}- 1' !!-� ! 1 I !_ III ,� W- I j I I 1 ( _��i_,_ I 1 1 I 1i j j 1 ! 1} 1_`_ f- _ STA 0+869.2, 5.65 Rt. = 254mm 0 SPRUCE�1 0 � �' - (/� O ICI I I I I 1 1 1 Ir 1 I I 1 1 1 j �1 I I r 1 1 1 T i 1 T 1 STA 0+870.8, 10.45 Rt 457mm 0 MAPLE w O) e v I = UG ELE = Z 1 1 1 I 1 1 I I I I�1 I I 1 1 ! 1 1 STA 0+871.8, 4,25 Rt: - LIGHT P❑LE (" - -� UG CAi' 0 - ! I 1 1 1 1 1 1 ! 1 1 I I 1 I 11 1 1 1 1 ' STA 0+873,0, 14.5m L SW CORN. BRICK POE I II I ' ; 11 II II III X11 j ( 11 !V _. W I -4 4l IiI 1 11 j 1 I 171 i y 1 1 1I I ! 1 1I , 1 I IiI � 1 I II I I rn A i l 1 I ! j I ' i 1 I i 1 1 1 1 ! j I ' 11 ; I 1 I ' 11 i j 1 I I I STA 0+877.1, 6.Om Rt - 381mm 0 TULIP �a STA 0+878:34, 17:9m Lt. - TRANSFORMER 11 ii 1jj 1 L Ii11111i1I l l _ (� 11 1 I I I I I I I I l 1 1 I� I 1 1 1 I__1 j j j 1 1 I I 1 1 IIII STA 0+879:5, 6.15 Rt. 305(15 0 TULIP 1-+ 1c� ii � y l I 1 l 1 I j t r t L' STA 0+8804, 10.55 Rt - 61055 0 RED ❑AK I I I l ! 11 'ii1 : 1 1 I - IIII 1111 I II11 ! I II H 1� •i j 1 1 p 1111 i1 Ii ! I 111111 11 IIIIIi ! 1111 ! ' ! I 1111 i111ljj IjI Q n ! I I I 1 III l IiI 1 ! IIi 1 T STA 0+885:9, 18:35 Lt: - 53355 0 ASH IIII 1 i II I I 11 it 11 111 ! II 1 rn II , 111 I 1 I � 111 III I 1 I ' ll I 1111111 11 1 11 j I ; III II 1 I ! ! j 111 ( 11 II 1 I I i 1,1 1 1 I 1 ! l 1 I 1 ' - 1 i � t -I r 1 . ! } i I -�--1-I 5255,;-/, I 1 1 1 1 1 j j j 1 IT t -�� STA 0+8907, b,Om Rt. - 20355 0 CEDAR 1 1 1 1 1 1 1 11 1 1 1 1 ' I I I I I ' I 11 S TA 0+891.8, 4.7m Rt. - 15255 0 HDPEP �.� /III iII I ! I � ! ! I ! i 1 111 II 1 ! 1111 I III III HD P ' 117 _' 111 : 1111 ( IIII II IIjI � i III I1 � 11 11I11III 1111 111 IIIIII iII ' 11 ; 111 . 1 IIIj 11111 I a it 1 II IIi I 1 I � II 1 II + 1 1 1 j 'II 1 1 1 1 1 ( ill ! 1 1 1 1 1 j I ! , I ! 1 1 1 1 1 1 1 1 1 STA 0+8968, 17.95 Lt. 20355 0 MAPLE 1 i 1 I1 ! ' 11j ! 1 1 111 1j 1 1 Ii j iiI I - I 11111 ' 111 ! 1111j I 1 IIIi 1 ( I N 111 1 I ; iI it II I IIi IiI 1 I II 1 11 j N + W lmd 0 I11 j 1 ! IiI 1 jl 11 ii i IIi I I 1i II ' ' 111 1•x7 -1 0 + 900 111 iI ' I1 jiI11 1 1 II IIIi1 ! i1 ' 11111 ' 111 I IiI IIIIII 111 i O m � I 0 ; , I it i IiI iI iI ' 11 � N 1V I I 1 11I ( 1 ! 1 I I ! Ii1 11 Ii111i1 : I I N cn Ill :I I I ! 1 1 1 ( 1 1 1 I j I I 1 1 I 1 I 1 I I ' I Z Z H ! „ I 1 111 ) I 1 - i11 i I I - - I 1-t i I T 1- I I H 11.11- � .� • I STA 0+910:2, 144m Lt. SW C❑RN. BRICK RUE jIi , j ! iI Ij 111 III IjI 111iIjI' IIIIIII III' 1 IjI 111 ,11II -.& (A STA 0+911.5, 192m Lt. 457mm0ASH 11 ' I 1 . 1 j11 , 1 IIi III Ii j11 ' 11 - 111 III u 1 II 11111 ! : III 111 i 1 III , 7 II ! 1 1 11 ! 1 j III I IIII I I T t2 1 ! 1 I V 1 i ! ji ' I ij1I1 I ! 11111 II 111 11 ! 111 ' 1 I 11 01'�',�j ! 1 1 1 1 1 1 1 I '' 1 1 1 1 1 ' 1 ! Ili 1 111 j ill , iIi I ; I ! , 1 III III Ij IIIIIII ) -- - 5 ! ! ! j 1 1 I I I j 1 1 STA 0+920:0, 3.85 Rt. MAILB❑X 1 171 �. j I i I �1 I� �fi1 IiI H 1 STA 0+920.9, 9:8m Rt. - 457mm 0 SPRUCE Z Z iii Ii ' ; Ii IIII IIIIIII II � I ! 11i 11 „ 111 I ! 111 ! II 11 I Ij y ) —*- O � 1 1 1 . ' 1 1i j I I 1111 j ! ! I 1 Iii 1 1 1 1 1 1 11 ( 1 1 1 1 1 I I j 1 1 1 1 1 1 1 I I 1 _ I i STA 0+923.6, 18.3m Lt: - 203mm 0 MAPLE 1 111111 II l � Illll 11111 i ! 1 j {' f'- ' r +926.5 CL. I D I d I ! 1 I 1 ; II l 111' 1 I I : ii ; Ii I I1 1 2' GA `S jlli 11 ! ! I ! ' j 1 ! 111 Ij 1111 111 ! IIIIIII i I III M IIIi Ili ! I ; II 11 + = 1--1 I I ! 1 1 1 1 1 I I W 3.6 i I I I t I 1 ( ; ( i I I I I I I i I I -I it STA 0 929,0, 14.45 Rt, LIGHT P❑LE -10 X I ! III 11I j 1 ' I I ! iI ! 1 1 1 I III i I ,i �I I�) STA 0+932.0, l0,lm Rt. - 4575 0 SPRUCE j 1 1 ! 1 ! STA 0+932.1, 17.05 Rt. 356(5 0 SPRUCE STA 0+933.6, 17.3m Lt, 15255 0 MAPLE Y � � I II I II I I I 1 I I I i 1 1 , 1 I I I I � 1 1 1 I I I I _-*)0 j I ! I I 11 1 f r 1 i I I I 1 1 STA 0+933.6, 14.9m Lt, 203mm 0 ELM l ( 'I l II 1 � I ` I ! I D 1 1 1 1 III I 1 1 III 1 1 1 j ! 1 1 1 1 I ! j i 1 I (n STA 0+936.2, 4?m Pt. UTILITY POLE uG ELEC. I1b1 ! I Ij ! 1 III 1111 1 ii ! 1 ,� � b ' ! ! 11 1 1 1 , i I I I 1 I I I I 1 . 1 1 ! i l I III i 1 1 1 1 4 , I r1u �J1) j� �s- 1 �_, j _ IIII11 I`i �* ) I , jI i I I ±I - ' i f N + ° ® STA 0+940.?, 18.75 L±. - TRANSFORMER "`111 T ! I 1 l ! N .+ o 1 I IIi IIII ! I � lilt iII 11 1 VIII 11 ! 11 11 ! iIII Ili 11111 ' ; l IIII ! 1, 11j � p Q 111111 11 1j 1 VIII ii 11 111 11111 III 1 ! j IIII 11111 ) 1 - 0 1111 1111111 1 ! IIIi 111 j II Ii iIII 11 ill 111 11 ! 11 III III STA 0+945.5, 19.9m Lt. - 254mm 0 ASH I II I � 1 111 ! 1 1 I VIII I1 11 ' 11 1 II i111IiI 1 of I STA 0+947.4, 14.4m Lt, - SW CRN. BRICK PST. + j1 11 ; 1 111 111 111 II IIII ! I 1 111 III . 1 ( 111 I IIII III 0 I ! lily 111 I 111 1 1 III j 1111 II ' 1 11 1111 1111 1I I1 1111 1 ' 1111 1111 --p ---j m 1 11 F..3 I I ' IIIji ! II ! 11111 j1111 iII IiIllil iIII 111 ' 1 I 1 1 1i�1i 1 1 a O W O O co I III I jl I I I 71 111 D r � 7 �1 I III lI I I I I ( I I 1 1 1 1 1 1 1 1 1 1 ' I I I ! 1 1 I I ( 1 I I I I I ! 1 1 1 j I ! 1 U1 '--I fTl STA 0+955.1, 13.15 Rt� - 20355 0 SPRUCE O iI i1 ! 1111 1 111 ( 111 iII1 , Ii II ' 1 11 ; 111 � cn n O 1,4 1 117 I 171 Ill ! 11 1 Illj j I II II IIIj1I � w U) v - I I ! 1 I�1-11- 11�� ! I 1 1 j ! ! ( 1 1 �1 j I O (T� rn * v /� m I N IIIIj Ili I 1 ! I ' II II 1 1 1111 111 III IiI � I 1111 T� + R . - + d 1 STA 0 963 5, t 305mm 0 SPRUCE 11 ! EIIII 11 ! 1 11 I 11 ' Il II IIIi 11 II ' ' 11 �1 1111111 � n n Z I 1 I I I j I ! l I I I I !�-1 ! 1 1 Z STA 0+965.3, ri Rt. - MAILBOX V 1 1 I , 1 j O Z O N I ETA 0+9660, 14:65 Lt, - 305mm C MAPLE V I I I 1 ( II I I 1 1 1 1 ! I i i l l j l -D M W � O I I II I s11 � 1Ii I1 I IIII IIIIII ' iIII i1 1111 ' 11 l II ; U � O + I + ! + + - C� Oc o !� N I I I � '� '� ir Z C p r� H I STA 0+971 1055 Lt. - INFORMATION SIGN ZE I I ICI l 1 1 1 ! I I 1 1 fil I l •I I 1 1 D e�' STA 0+971:8, 18:65 Lt. - 20355 0 MAPLE 7� < o i1 I1111 IIIIiI I1 1111 1I � i 1I � 111 jll I 1 1 , 1 i 11 I II Z z co (n I Cn rrl 70 1 1 I I I ! I 1 li l i ! ! 11 n � � N 1111 II I 1 ' IiI 1 II j IIiII 111 111 11 ! 11 ' I r I � 1 N o < o jI 1 i i 1 1i . 11 � - 1111T D � r -� Z �J I1 _ t9J '� o cn _' 1 I I ICI_ I _I III IIII I ! 1 1 1 1 1 ! iii ; III 117 O° z 'v W 5.4 z° CA o n + r � � �I -i � rnZ m Iq n W O r �, � j I I l 1 1 * � v 1 1\1 N O I I i I j I I I I I I 11 I I 1 I rr1 R- 11 STA 0+979.9, IE7m Lt. - WATER VALVE -� O n (n 1 1 1 I I 1 ( 1 1 1 1 1 - '° PI X-- (7 1 1 1 1 1 1 I 1 1 I I I III III ( 1 1 1 -1 STA 0+981.8, 16.9m Lt - 254mm 0 MAPLE S` fi IIIi I 11 ; 11 . , 11 III ! j iiljl ! I IIIi II II III111iI � O n STA0+984,0, 4:OmRt. - MAILBOX + t- ! ! III 1 1 1 1 ! I - _ STA 0+984.6, 14.5m Lt: - SW CRN. BRICK PST. I I I I l I I 1 1 ! 1 ( I 1 1 1 1 1 1 1 1 1 1 Z C N p � � * " �_ UC ELE - STA 0+985:8, 18:05 Lt: - LIGHT POLE 1 1 1 1 I I I I i I I 1 I I III 1 1 1 rat M a) ti STA 0+988.4, 4.65 Rt. - UTILITY POLE W 00 N IIIIII IIII 1111 Illjil I ! jii i1 I1 III II 111 II I r r Z O . �GCATI' 1 1 N Imo -- rn "i J 1_ 11 L _ I = STA 0+989.1, 4.95 Rt. - ELECTRIC MET R p Z -(n (n I ! n F O S� I STA 0+989:2, 15.55 Lt: - 305 mm 0 PINE �1. T ! 1 - 1 . \ I ! ) iII I I ' i t N p� Iv (n 1 1 t�1 ! 1 ' ! j I I I ) l I I I ! I ! III 1 I ; j III cn -1 Ln F--4 I bo Fq - 1� 1 ' l i 1 1 1 l 1 1 1 I 1 7 1 _. 2 -I W F7 �� 1 1 1 1 1 1 1 1 ! 1 1 I ! 1 I IiI 1 11 I (n v 1 1 ETA 0+994.1, 16:15 Lt L03mm 0 PINE 1 II ( IIiII i I ) III ( o iv D m it -�- i 711 II , 111lI 1i 11 111111 I E IIII IIIi1iif ! IIIIIII r p a° r'� V� tn IIIIIII I I ; 11 IIi ! I IIi 1 ' j 5 cn = = z i t v m (n N o � o I -I - 0 1 + 000 ca � _ ZoH o O � Nz O J I -A , i -q 0 STA 1+005.7, ism Lt - MANHOLE 00 O0 m Co Z m � c"v STA 1+0058, 9.3m Lt: - CURB INLET Z m -p -p 4 4 4 cn u cn cn cn I � �o .� CD / f1 T � co � /'1 � �,� 1"�1 /_� 4 Z STA 1+013.1, 2.85 Rt, - INFORMArrnnr crrnl -5 II co V V W �LJ 1 V W o 10 � �' o f 11 I v XREF-; XND-M Z:\1998\98096\98096-DCA\ PP-SHEET 2 /1=1/ 5-20-02 MJF- KWH RF-L �� z A co� ---� � 1 1, n z �? R2� �\ 1 STA 0+979:9, 17.?m Lt, - WATER VALVE N R j n l STA 0+984.0, 40m Rt - MAILBOX (n (n z = O �o a� _ , �+ _ -F rn STA 0+9846, 145m Lt, - SW CRN, BRICK PST. ❑ z A A A A / � t o -► \�� ° V 1 V 1 N co po pOp rn -uG EGEG STA 0+985,8, 18.Om Lt. - LIGHT POLE II II + \may 0, El w ' ^ A O , ` - STA 0+988:4, 4.6m Rt. - UTILITY POLE W oo b N � L)11 CA L rn 5g2j •}1 u co W ( U W STA 0+989,1, 4.9m Rt. - ELECTRIC METER 6 N O Z Z I (n STA 0+989:P, 155m Lt, - 305 mm 0 PINE _N 1 0 0 m —I v . ���� ...a CA G Ili o P° (i / X + - V (./) N = Z STA 0+994,1, 16,1m Lt. - 203mm PINE w -p /�° o� 0 251,00 0o rn 0 3 �3 n i I II I I I I 7 1 1117 7 ( � I j l l ! I I ( ( I I i i 1 11 � GJrnC/I �X Q ; III; 1 1 I ; l ; y III y ! i y I j y Iji i1 , I y yIy � • � vm . 1 + 000 - 11i w IiI 1, ! 11 I 11 j I I IIII 1111 I I i I I I I Z oz O II V ! I IIj III 111 � ! II , Ij1 \ II IiI II I I \ 11 , I Till ' I ) 15111 I m I � O cn O �l�� Ii IIiIII Ili ' I ; 1 ! I i ; ii 1 111 �� ! ! 11111 , i ! ii 1 v�+n ''II I 1111117 IIII II 11 111111 117111 ij IiI II Ijl � l lilli11, 11 II Ili � *- � O T t �I z r l j 1 l 1 111 ( �� I 1 l 1 1 1 1 1 11 1 ( l STA l+005.7, 1 L - MANHOLE x IIi l i ( j . l 1 l STA 1+005:8, 9,3m Lt: CURB INLET }' I Iii 11i ! l I IIII !� ! I j jll ! I III ! � I 1111 j I O I X --!.,,. l 111 11 111 1 1 I � 1 ! i ! ! II 1 ( I , ! 111 l j �- ! ! 1 1 1 ! ! I I I 1 11 1 j ! ! 1 I l l'; ' 1 "� ! l ;C) I c�z III � � ! III ! IiI II III ! IIII ( � lijl � lIlI11 111711 11 . ! 11 j � IlIlII �"I((" +0 mn; crrnl o STA I 13,1, 2.Sm Rt: NFORM LLi' I IIi I ; \ i I IIIi \ ! III \ 1 I1 I IIiI ! \ \ i151I ! III 11 D 0 � v P D I -- -,+�--f-i� i !j�-� I i ! ! I--F-�- i I �-Y-'1-(-7- �}-i-� i I i 1 --i I--�X-� ' 1 -- c7 11(� � - r 1 I I ! 1 1 ! I ! ! I ! � j ! ! � °' ° O -4-y rnz yr 1 1 I � � � c J�c` z 2 ^-i 0' I ( 1 1 I 1 ( 1 1 I I I m 50 m N STA 1+0209, 17.8m Lt. - 152mm 0 TRIPLE HAW ! ill 6)z �- rr z I ! 1 1 l . ( l 11 11 1 1 1 1 1 1 ! m � ? Cr STA 1+021:9, 14,5m Lt, - SW CORN: BRICK POS- _..► �� I ! IIi11 llli ' Il IIiI VIII I I ! III III III; : I i ! IIII 11I II I ! I l l I I I i I j j O STA 1+023.7, 15.7m Lt, - 203mm HAWTHORN II + �s ,kr I I I I l I 1 1 I l 1 1 1� l I I i l ! l I I 1 ! I l ! I I !- Z Z so STA 1+024.9, 16,7m Lt, - SW RICK POS GJ \3 ,� I II II Ili I i ! i - 11 11111 1 O -V m Gds -� �% l iIII 11111 III I' ll ` ` I I { I Ill I ' il ij ' I II ! III . 2�11 N �w �T { +T - ! { -! j - ! .L I_ I_i r I � 3 STA 1+027:9, 16,6m Lt, - YARD KT ' 11 I ; 1 � ; I III 1 1 ' I IiI IIII II ii i1 II� ! j � ;� �'1 IV�I "� 1 I I I ! I� v p (� ? ( I 1 1 N N �) -+ �� 11 ! 1 1 II ill 11 1111 1111111 I1 II m %J7 O • Co cn . ' I I 1 1 1 I 1 I �•1 1 1 11 1 1 1 i I ! I j I l l 1 I l l m ( 1 w ? 4mm w' D � 3 3° Z� j ! l 118111 � III � IiI 1 ii 711111 \ 1I 1 ; jl " II ' Ililii Ililjlii ll l \ ! I � Z ( +036, STREET APP. z 1 > �� ) ! I I I I I if l - j i 1 i Z _ (]ffi� ��i 1 1 ++-� �-' 1 1 I I 1 I : 1 1 I I I l \ . W = 9.4 6 m rte., 1 `f ! I �I ! ! I + f-� j 1 F �► .P O N -q z Z 1 1 ! V I I III I ! ! j l t Oo P I f 0 m ( � �0 I : ; 1 IiI II j IiI 1 • 1 �., 1 I ll 1 IIII II 1 1 6 P 3 0 0 �� ! IIII ( ! (• � 1 1 1 ' I j 1 I 1 I III IIII � r� O + 1+043:2, 19,7m Lt, - SW � RICK PGS o- 1 1 ! 11 1 I j I l l I I UY m z I l I l I I I 1 i j 1 O + W STA 44,1, 17.Om Lt. - YARD•t{ \ l I 11 \ I 1111 ' fj ! 1111 \ il II ! 1 ; 1 7 ! 11 N A + oli 1 7 ! 1 1 1 ' III 7 1 1 1 1. I I I I I I 1 i i ! I I I I l l I I 1 1 i 1 j I l i I I1 11 1 I 1 I 1 113 1 p oo STA 1 046 , 4m Lt: SW RICK POS O i 1, ' i !, 1 I I I i I I STA 1+0499, 4,4m Rt, - 381mm CMP 05mm P STA 1+0481, 15.8m - 152mm IN HAWT! ( � 1 1111 111' Ij j jII II 11j1jI' I 1111 1III1 11i1I1j11 1 STA1+0499, 10,mLt, ANHOL V I STA 1+05..1, 7.8m Rt. - FIRE HYDRANT �••/ 1 l I l ! ! STA 1+OSL9, 6,3r Rt. - LIGHT e j I I I l ! I I ! 1 I 1 1 T + f' STA 1+050:4, 14,5m Lt. - S R BRICK Pi 11 III ; jII I 1 1 I ; it 11 O ; ' I i 1 1 1 I I j I I ' I I I I ! 1 I I � ' I I 1 II I I i i I � j i l l j I I I S A 1+052.2, 6 Om R.. - WATER ✓ALV L; (n to j 1 ; I i � 1 l l \ y I I I l ! I I ! I 1 I 1 I STA 1+053.8; 1 .9m Pt. SPEED L_MITtpODLAND DIVE EAST m rn illl ! I ! II \ \ I ! III I S 1 IIII ! II \ \ I 1 11iIl1 +05 . STREETAPP. rn i �� m .Parn 'I I I � 11 1 1 � - I I ��-_ SiA 1+058.0, 5:4m Rt - RR SPIKE V) Z�2y1 rn A 1+0589, 18.4m Lt. - 152mm HAWTHORN i 1 I f I I I I I I 1 I I I ( STA 1+062,1, 126m Rt: - STOP SIGN 2" GAS Z O ,- 0 I ! i j I I l l l i l l j j ! . I i I ! I I 11 I I Ii 1 1 I I I i I I I i I ! I i i STA 1+064.0, 56m Rt: - UTILITY POLE 1, (n .. • I I I I 1 I I I I ! ! I I I 11 I I I I 1 STA 1+064.2, 7.2m Rt. - GUY .ANCHf R -P Z D .STA 1+064.0, 15,5m Lt. - TELEPHONE PEDESTAL ! 1 I I ! ' I ! I I 1 STA 1+064.2, 4.8m Rt, - GUY ANCHO-R-�° = . . 1 ! I I I• I 1 1 ! 1 1 - v •� V (-PA 1+064.0, 17,8m Lt. - TELEPHONE PEDESTAL ! 1 11 j I I ! 1 1 I j l l j I ! ; 1 1 I I I '1I l STA 1+064,3, 15.2m Rt. - UTILITY POLE N �-' 42 m 58--a � ' I 1 11 I 1 I � 1 7 1 ' i j I I I I STA 1+0648, 5:8m Rt. - GUY ANCHOR O + 4� m r� ; I 1 I I� r IIII _ 1 _ D V �, ! STA 1+069.9, 22.6m Rt, 508nm 0 MAPLE pp I I 111 � 1 1 •� I I I I I I I I I I I , 1 1 i l l ! I STA 1+070:0, 6,Om Rt - 305mm 0 PINE + - (n • 1 I Z STA 1+070.6, 12.3m Lt. - TELEPHONE MANHOLE i i I I I ! j I I I I 1 ! STA 1+072.Q 9,8m Rt, - 508mm 0 APPLE cfl s w . 0 I ! 1 111 IiI 1 1 ! 11j I ! I 11 1 111 11 rn o 11 III ill 111 ! 1 ! ' I , I ! IIIIjI i I ; li Ii I j l' I 71171 l 111 17 ' 71111 rn Ip U --A, it IiI ' , ! Ii II ! 1 I ! IIIi I III IiII I ! Ilil Ij dill � • _ A DO 1N1 11 ! 1 1 ! 1j jI 11 IIi = Z L+ I 0 („ I I i 1 1 I i 1 I -1 3 T + _ j 1 I ( I �� 1 1 1 1 _ ETA 1 079.9, 17,4m Lt, LIGHT POLE 1 STA 1+080„ 6,4m Rt. 305mm 0 APPLE I ! I , I ii I ! ! II , IiII ' 71111 1 � � '' F IIII ! IIIiI ! 1 IjI l VIII i ! Ij1 jll II II 1 IIII Ili II I . ! I I � I III ; I I I i STA D+082.6, 12,6m Rt. - 762mm 0 PIN OAK � � � Z I� 171 ' 111 I ( 1 ( II jII ! 1 O Nt/> 1 1 1 1 I i I I I " fI I l 1 I i I I 1 1 , �` l 1 ! ! 1 1 ' ! IiI 1 l IIII \ III IiI 5 \ \ • I \ \ I I ' \ I \ I �I ) _. � m � � O 1111 ill II j ; 111 ( iIi ; j1 ! i1 71111 i II I lil (n (nI Q 1 . --,- l �-{- ! 1 ,.I.,1 ! j 1 ! ! 1 1 I , I i , I rn (n Z (11 I III 1111 ! 11 1 1 5 W \ II ! I jl 1 1 ! V III 1ji 1 ! 11 II 11 1 ! m . I F �0 �', v 1 1 1 1 1 1 D1• I I I j I 1 I 1 STA 1+091.7, 13,5m Rt, 610mm 0 PIN OAK =I l 1 ! 1 1 ! 1 I ' ! 1 I j ! 1 1 1 l j i STA 1+0930, 7.2m Rt. - 152mm 0 APPLE = Z g STA 1+094.1, 9,4m Lt. - CURB INLET I . it O 1 v lv i 1 � I 1 ! III j ! I IIi 1 I I ! 1 I I Iii : STA 1+094,2, 1C,6m Lt - MANHOLE II - 1 '11 I ! 1111 Ili III ( 111 1 111' I ! 11 11 ! Ij 11 ; 1 III 1II II -L U1 /I i 41 Ii 1 " _ IIII j , 1 ll 150(�, 1 1 I ! 1 ! I STA 1+098.5, 6.8m Rt: - 152mm 0 APPLE V -P 4' j l ! l j ! l 11 1 ( 1 ! V 1 STA 1+IOC 1 i.Sm Rt. - 406mm O GUM ° 0 1 I � ll II 11 IiI I , III ! 111 , 1111 II ! ; 111yy � � 5 ; 1 + 100 lj j 1 j II I ' 1 X11 lilt ii IiI m _ II Ii '! III 1 l IIj I ' ! I ! I 1 11 Ilil ! ; I 1177 l j m p� , r I ! 1 1 j l 1 STA 1+105,3, 58m ,R t: - 381mm O TWIN MULBERRY c0 + -' + ll 1j11' IIiiiI II lil i IIII li II IiII IIlI1 111711 ' ; 1111117 O IO to Z � j (n (n 1 _ t� I ( 4,1' 1 + Tt 1 STA 1+108,8; 10.2m Rt. - 305mm 0 MULBERRY Q rn 8 I I I ' I I ! ! i I 1 1 1 � 1 1 ! �� I ! rn I , I Ili II. 1 11 Ili1 IiI 11 ll i !I lj iIII + N 1 N 1 1! ! 1 ll1 j •� I Ili I I l j l l ! ; I I ! ! 1 .� 1 V (J1 N Z i j �qy j STA 1+113.6,m 4.1m Rt, 305mm CMP N w 2 liI! IIi ' 111, 7777 11 1 Iii •1I ! i Ili ji 1 '1111 11 111 - o Pr1 qj ;"� . I I i I \ 1 1 116. CL. I DR. m (Jn 1111111 I ; � , II ' 1 ill II 11 i i 11 II I II , I � + _ � ' �, O1 I I I [ II III I - 3 � -4 CA l 1 fi , , _ 7 I �_1i STA 1+119.5, 4.2m Rt, - 305mm CMP -' �"�� l 1 1 1 1 1 I ! j 1 1 � IIII 1 ! I t j ! l 1 � STA l+lci.1, 3,2m Rt, - MAILBOX fv ITI o Ur ALE' 7 (/I V� 71111 ; 171 ' l ! it I 11 IiI r - O m. A 11 1 IIII 1 \ III I I l j STA I+1 1:1, 53m Rt. LIGHT POLE m m I+ j ! 1 ! ! l j ! j 1 l ! m (t� STA 123. 16.3m Lt - 254mm 0 MAPLE III ! I II I lj IIiI iljl ! I III iI II Ilil1 IiI Il 1771 + Cn Z 1 (n 1 1 ! 711 ! ' II jI ll I 111 ) 1111 I ! ' II II 1 ' 1171 I 1 ! li F (n(n O (n Z II = Z I \ - i I. 1 -; 11 , 1 1' I 1 lyl ! ! ! I I I i1�1 iIi I I I 1 I I i C" rn � O �E 74 0 ' �� O 1 11 I I � 1 1 O N rn 00 00 � � STA 1+130:1, 14.6m Lt, - SW CORN: BRIO, POC IiI I ! .4'! I 1 it I ! I IiI I � l � lil I1 1 II III III , cn Z � 00 1 - ! il 1 111117 ' 11� I ! I ! VIII III ill ! ! 111 1il " 11 I II ! ! III 1 111 j ! I ! jlj v rn = O V N i , l 11 I1 " 11 1 ! ! IjI 1� ,� 1 Ij iI II 111 iIII III 1IIIIIII � (n "(• I i I I ! III ! 'iIII Ill 1 1 1 1 1 1 j ! 11 ! 1 1 1 1 1 11 I j l 'S frnT1 '' O z ,'-� jl ill I 1 1 1 ! I I ! 1 1 (j ! I , I i I 1 rn ,� � � ( _ Z (n (n STA 1+138.5, 95m Lt, - CURB INLET - - 5 1 �I+ '• t � I f I +' I i (n m rn STA 1+138.5, 10:8m Lt - MANHOLE CL1V �1fiL I I I �I N C7 STA 1+140.2, 17,0m Lt, SIGHT POLE I 1 I n 1 II I 1 f, 111 ' , ' 11' i I ji1 ' I j 1 1 11 t ! i ; ! I Q =Z j I 1 1 1 1 ' I ! j . I 1 1 II j i 1 l ! Z N I �+� D -u� - .�'�Q I I I I I I I I l j 1 II j ! III I I I i 1 1 I I I ; I I i I I 1 1 ! j I � r O s v� ';1113 0 I I i j I I 1 ! j ; I 1 1 1 1 j 1 1 1 1 1I l ,c 1 1 ! 1 1 1 1 1 ! ! N O 1 I j l 1 1 1 j mjj�II u ! I'' 1 11 IIIiI 1 1 1 II III 11 IIiI � � m . 1 i 1 l 1 I 1 1 1 1 1 1 11 00 1 I I � 1 1 I 1 l j l I I I� 1 I I 1 ! I 1 1 1 l l l l l l l I I 1--1 � � n Z Z 1 STA +156,3, 16.9m Rt. 152mm 0 O j 11 _ II { 1 i I ! i I 1 1 1 1 I I I ply � � I , ! 1 I i - I llllll CI �I� `p I ' : T t V�� O � N (� II 1 ������ < 1 1 1 j 1 ( 1 1 1 I 1 W v + i i III 1 II 1 ,x, 1 O o P,. I I I 1 i„ \Y3 a i j11 ; 11 ! ' Ii ! I ' I ! I I ! 1 11 Ij 11 Z p 'o o I C I I I I 1 A l*166,0, 10,6m Rt. - 686mm 0 .A ! (1 O n ! I STA ]+166,4, 17,8m Lt. - 152mm 0 PINE I . i-, � z �' y IiI 1 11 II I 1 1 . 1 AO 1 \ F III ! 1 p -`2 O ; Cn - r_, T�r I ' r --1� G-' I I ( i 1 I � I _ 1 T L I 1 + 1 STA 1+16�°, 14.6m Lt, - SW CORN BRICK POS - Z -Q O - - 1L = 7 t 1I I j ! : I 1 I � I-r-}' 1 T` �rt i+ R - I� I I - m D N - - `f"1 1 1 STA 1 71.5, 4.2Ri .t, 203mm CMP 1 - Iii•! l I I I 1 1 1 I =r .� m O rn = = I j I ' 71111 � ! I iIi 111 1 11111 i 'I Iljl1 111 1 - N m -a - u I 1 1 I Ill �r _ +17 9 C I DR o _ I � y � i I 11 I 11 1 S:A 1+176,9, 23,im Rt. U!�LII Y POLE h r �� j ( I �i 1 I 1 i t 1 ! p � •+' 1 1 I 1 ! STA 1+178:6, S:Om Rt - UTILITY POLE W 4 .4 !R a� ! I -_ : I ! I + - i , 1 I 1 I I I �I� STA 1+1789, 4:. Rt, P03mm 0 . - �- STA 1;7.8, 17,4m Lt: 305mm 0 PINE -4� 1� ( 1 I 11 , ! 1 1 1 ( 11 ii 1 1 II 1 + - 2 °E F �� �� J -1 -1 +- L i' 1 -1 -1�i A STA i 179,7, 4.Pm Rt. 031mm 0 HD. P /////// i� STA t i,9.�, 4.,m Rt. TELEPHON� EDESTAL \ �, L�� 1 1 l I 1 i I I 1I 11 N �< STA 1+1821, 16.2m Lt. - 305mm O MAPLE 1111 1114 ! 1 1 STA i+182.1, 3.Sm Rt. h1Ail BOX + + 1 1 I I L i I II VIII I I ; I I I I I I I ! II < 1 1 �"� cD 1 1 �I 1, 1+183,8, 3Jm Rt - MAILBOX 1� p I� 1 �I I I I; 1 l STA I+187.2, 8Jm Kt. - N-LI PINE I \ � !1 , it n o �, 1 1 1 I v 2 fTl O fTl 1 1 1 �I j 1 1 j �-1 STA I+188.1, 9,6m Rt. - BAYBERRY �I n I P I + 1 1 + P A X' ST X88,4 156m mot, YARD L I,nT ! 1 I I � i I I I 1 1 � � Sr„ 1 188.6 10.0m Rt. LIGH OLE < I I , D � o � � ' , I I � i1 I � � � I 111 I � I I I � � F-� I 1i I 1 1 I ! - O D 1 t r 1, Ir 1-1 - 1 } _ _ - -t-t -r. - - -*t STA I{190.4, 16.0m Lt. - BRICK SIGN U K:fTl % 1 1 1 1 I lj ! l 1 11 1 �I4 } 1 f �� I _ 1, p Z7 fri l �' 1 7 1 1 1 j i I I ! ' 1 , j m`��! N ± F / I STA 1+192:6, 159m Lt, - YARD LIGHT .. O Z ! 1 ( 1 1 i� 1 1 1 '' l I l II, 11vf N - I 41 !—� 4� 1 1 1 ! l 1 1 1 M rn l l ! I I yr p p ca N(n �' D I ! k m —1 I o Z _ r + 11jI! III 11 l I ,' ! 1 ji i11ijI11 p o6� rn N N 1 1 1 1 I 1 I 11 — w n 1 �,' '1� ! i I) I I I I� CJI D 1 V ! ! 11 I �� I =' Z 1 I ' 1 ' I 1 I ! 1 j 1 I I i I ' ! I , 11 1 1 1 11 ' IfI ! I IiI 111,' / O O f� � I 111 111 11 II I ii I + �' ll 1 + 200 -11 1 1 ( IlIlII 7111 ! i ! ! I 1111 1 ' 1111 I 11 iI N N �� II O it I ' ! II 111111 III l ii i 11 1111 l I: Ii1i ! 1 : 1171 N I _ + �-P 1 1 1 1 •I i l l I i ! 1 1 1 IIII 11 1 I i j v im-.( (" cps I 1 1 I i ! 1 ! I ! 1 -_ ! III O I 1 1 I o i � II 111 i � I I III : I i 1 1 ! l i 1 i � o 1 11 ; I 1 I j 1 '�1 I I � }��!-�� �I I 1 ! IIi II 1 j��� C O ! STA I+2�1, 18,6m Lt: - STOP & STREET SIGN C) . lI; I r 11l till I II 77 ! 11 III ! ' I ! 1 IilI1 \�-11111 ! m . 1 --�- y -i 11 . 1 z l 1 ' ! jl IIjI l 1 jj 111 . J l '% i 1 11 ! 1 1 � II I En (n \ -D m C7 O ill 17 , 17 Iii 1 � I 1 1 11 1' n � - m � � _ II111 ' 1 ' 1 1 ! I I i I i I IiI r� a j ; 'III 1 1 ) i , I II jl ' 1 1 11 ; 11 ! il, ! i ' IiI 'III Ii O rn +217.6, STREET APP. ^ z ,-" 1 I jI III j II Iii Ii I ! l ! I � ! IliI III illil ii11 1111111111 iII IIII ! Z * , + (n Z W = 11.4 O • m m o, -y�� I 1 �� � � =' -' _ 1 I _ v,v, `° CENTURY DRIVE-11,m, I � � y-+ O � 1 I f -I 11iII rI 111 II 1111 ' 1 ! 1 IIjI iIi IiI Ii iI j1 II rn I r� O I I lT I m 1 11 I i 1 1 I i I I 1 1 1 1 I 1 I 1 I I I I ' I I I 1 I ll ! iii 11 illlijl l ! 1 1 \ 111 I IIj IiI � iI ! 11 ! i 111 IIII ! ! 11 ; 1 ; 1 , 1 , 1 ; 11 � rn � rn I�E�TREET) ** I !1111 IIIi IIi ! jl II l it jII j11 1 ! 1 ij ! lilj 101 e I I ' Ii II IIII ijI Z K ! 1111 ! ! • 1 111 V I llIl 11 111 Ill1 ! 1i 11 � 0 I Q 0 IiI IIII I II I I ! i1 , 117 ! + Z c- 1 1 j 1 ( i r i I l _a N N + I N N 1j j 1 I ' ' �D �a CON}a (n(n (n (n � p � (n O 1 11 1 ' 1171 Iil 111i l jj111 11 I M I I Il IIIi I Ij ! + O p O rn I rn -� O D 1 1 ( l j ! j j III I III j STA 1+2352, 16.9m R1 - 1 19rm 0 WILLOW p m 3 A N + w I III I l 1 r 1 I ! ' I IIij 11 , 11 + Z (n rn -16 I �O m 11 III l 1 1 I 1 ) ! 111 1 ! -. N �O = Z m o cn U) ,0 1 1 1 O d = 2:� m ! 1 l 1 1 \ 1 I I I O \ 0D O; ! I cn I 1 I ( I i ! ! �, Z 11 j 1 1 1 I ,'V 1 jII � I 1 I ! ': I-" 11 1 l ill ' 7 1 1 1 5 I � 1 1 \ \ I I ' 1 0, . 0 I I l I X; I I � STA 1+245,4, 5..m Pt, - 152mm O HDPEP /� , 1 "f� ! k�N i I I ! I I ! '� 777111"' ~_ � III ! 11 111 ! IIi 11 1 ; 11 5 11r- 1I I i I• I I Q� I i ,1+ cn (n Oo CJU _ +�+A y STA 247,8, 4Jm Rt. - TELEPHONE PEDESTAL 1 j l ! IIII 1 1 11 I 1 l I l l j ll ! 1 I ! III j III 1 111 1 ! I STA i+248:4, S.1r Rt: - LIGHT POLE N N I rn � 00 -4 i 1 1 1 ' 1 1 l � 1 1 ! I1111 I , ' 11 1 I ' I ' STA 1+2503, 4.2m Rt. - 381mm O CMP : p �� ! 111111 ! ! 1 III 11 III 11111 ii ' ' II III O - - 1 1 1 1 1 y O Z Z STA 1+253.2, 9.3m Lt. STORM INLET �/ �l I I ( I STA +256.0, 10:6m Pt, MAILBO.. 3 O � 1 � i �b 11I 11 ! Ij !• IIII I III II ( IIII j111i IIII Iii II STA .1+256.9, 4.3m .Rt. - 381m:m0CMP ' l ! V 7:,� 1 I i ! III ! ! 1 I ! j I I ; ! 11 STA 1+258,6, 12.8m Rt, - 254mm 0 SPRUCE cp -F �,(� I m 49� I ! 1 : 111 7 ' 11 f� m I 1 1 " 1 ! STA :+259,2, 10.9m Rt. - MAILBOX p m 1 1 ! ! ; I ! 1 I ��1111 cz a �� i ! I 1 1 STA 1+260,3, 4.2m Rt: - 305mm x 203mm CMP _ _ � aI t-� f- � -{-I+ 1 STA 1+267 3, i0.9m Rt MAILBOX +262.9 �iL. I o = Z � I 11 I�{CI It; \ I ( IIII ! 111 I111 ! II 71711 _ W� ,� - O M \ I IIII 1 ! II11 II ! II111 1 ; 11 ! 1 " 11 7 ! 1 " IiII W 4. l3� (n(n ;� � o� J V I I l I ! 1 I 11 i I 1 1I I I I I I I I I j ST 1+266.3, 4:1m Rt. 305mm x 203mm CMP ' m j �p co y 1 1 1 ! I1Ili Ii1 ! I ! 1 iI 1117 : l j h IIII + _ p 1 STA 1 268.8, 12:2m Rt. 229mm 0 MAPLE E r I ; II I S II III j ill ! 1 111 li 1 ! Illilljil II II N Z < D _ • l 1 I 1 1 v m O STA 1 271:0, 10,3m Lt: - INFORMATION SIGN ' � I e > + I I 1 1 STA 1+272.6, 16Jm Rt, BLDG. CORN. p Z Z �� illy =111 I 'IlI II Ij H -• N - f I ' j l D C � c" � � N it r� m p � ! II II � II , I ' II IIII' II ! ' Ilil 1 ! IIIiI IiI IiH II II ' - i1 ' iIII � . Q . F � ; 1 I 1, II' IIIIII ! 111111 ! 11 71111 ii1i111 1I IIII IIIiI !' II ; 1j11 ! � ,i ! Ililljli O �T1 m it 1 ' 1111 ! II _ I ' 11 ' 1 ! IiII 1 , 11 ! 111 ! 1 11 11 ; �' Iii IIIIi ' II 111 I I 1 1 IIII " ! 7 ' ! 11 II ' i ( 1 ' 111 _ 0 � I -4 Z 1 l �f I I I I I ( 1 I i I I I I I - I �I I 1 1 1 I STA 1+28Q3, 16Jm Rt, BLDG. CORN. u)CA IF �0 1--� .211 11 j I l ! 1 I 1 1 I � (� Z m;o I -• L1 I l l I ! 1 j Ili I I 1 1 1 :* -i T1 O , t0 CA I I 1 1 I 1 ! 1 1 I I I 1 j l 1 1 1 N STA 2+285,8, 13:1m Lt. - TELEPHONE MANHOLE 1 ! X0) (n Z IIIIi ' ll lI1Ir11 11 I1i � ) Ill � jlil I111I .1 I III 1 �711 , IIIII ' � ; ijI ! (ffj� + -P •-=i O 11 ! I , I 'I 1 1 li 1111 1i IIi IiI ; I I ) N �. r 1 I ! i ! ! ! I I I 1 ( I 1 1 1 1 ( Z STA 1+290,6, 151m Rt. - 305mm RIVER BIRCH � v �� STA 1+290.1, 17.Om Lt. - TELEPHONE PEDESTAL rn rt +1 jai ( ! I I i I-l l 1 1 �I I i �I IlIlII � � Z o O� M ri ±1 ' I ! I I I ! I j i I I I 1 \ I i I I I I ' j l \ , 1\{ F 1 i ! 1 1 1 r' �O ° -, i' V III 'i. ! 1 VIII � 1 1111 ! ! ! I IjiI ! ilj1 i' I I ' ! I� I 'I ! I, 1i I1 71711 r S I m 58 O 1 it III I 11 111 1 II ! _ �& 1 ( III ! 1 1 ! l ! I 1 i I STA 1+298.5, 3,3m Rt. 381mm CMP �p p � r� j f f "'' 1 1 m M i 11 Il ! I 1 1 1 IiI ii1 r,. 1 ! 1 1 1 . ! I I ! 1 l l I I ! I l 1 ! l I I : j I I III I I rn STA 1+.,01.4, 11,5m Rt, - 203mm 0 PINE 0 1/ I� '1 = Z li 1 1 1 I I i 11 11 ,1 I I l i 1 ! V I I I j 1 I i j 1 i ) 1 1 ( IIi 1 STA 1+302.3, 12,2m Rt. 203mm � � 0 1 E ! 1 I I i I ' i STA 1+3025, 154m Rt. - 203mm PINE I I j I 0 STA 1+302,6, 13.9m Rt. - 203mm 0 PINE N 11 l 1 I l 'fl0 � + 1 + 300 1-i � i 1 1 1 ( i 1 l l j ! I 1 1 1 j STA 1+302:8, 9:3m Rt - 203mm PINE . I GJ Cfl U1 as �' I1�1I 1 ! 11 O 1 I 1 i 1 1 1 1 j I I 1 GD I� 1 ! I ! 1 r -0 � 00 co (n i 1 0 h� IIi ! 11 I 1 ' 1 1 1 1 j l l ( l I I m STA 1+307.5, 6,5m Rt, -- SPEED LIMIT SCN 19 m I O A 1+307:4, 15,9m Lt, - WATER VALVE CD I l I ': iIi 11 11 j n 1 j I ! ! I, O STA 1+308,4, 4,9m Rt, - TRAFFIC MANHOLE cn rn O STA 1+308,5, ISJm Lt, - FIRE HYDRANT I' 1 1 1 ! 1 I I j ! 1 1 1 I j 111 I I � M _ STA 1+309:8, 4,9m Rt - SIGNAL POLE W II ! ij 11 IIII \ I 11 7111 ! 1 li j ( 11111 � IjIi ! I 11 II, � I I1 I j II -� ;u (A 2Z STA1+310J, 20:4m Lt. - SIG,NALPOLE I,_t ! + � I 1 i- j T !�� �i 1- Z STA 1+3131, li,6m Rt - 406mm 0 MAPLE N " GAS STP, 1+312:4,� Lt. - LIGHT POLE 11I ' I1� II II it j l l II I IIiIII \I I i � � l I1II � � � III 1 � * rn 0 I �v Lt, - CRBINLET I I I 1 1 5 ! j j 1 III I ! I 1 \ I ' 1 1 c-) z to AAA WAY (n (n 1 ill 11 jI1I ( ' x ! 71111 Ii jII Ii llj ' II Z �I 1 1 l ! 11 I I I 1 ' 1 1 1 I I j I j l ; 1 1 o c7 STA 1+319.8, 5.2m Rt - LIGHT POLE+321.7 CL. III DR E MOD. z 0 m 1 L 1 Ill 1 1 1 j I 1 l � = ( ) 1 2 .2 STREET APP. -4 , rn I j ! I l 1 I 1 I I ; ! 0 STA I+319,8, 5:2m Rt, - ELEC MET I ill I I I 1 1 ; I I Q L�+V = 10.5 11.2 � v Z 1 � D = O < pI 1 1 ! l I j i• j IIII III W ° ' -) I l � II I \ 1 IIII 1 II jl IIII I ' Ili� L ,I C .Z7 � I ! ! 1 I j 1 ! 1 1 1•I l I •I 1 1 1 :ij I I j 1 11 1 1 I I j Q �/ 1+3274, 18.2m Lt.� B INLET.0"N O � Q 1 1 I 1 I I I 1 * -I m STA 1+328J, 21,3m Lt.� �LT POLE Z < n Z 1 ( l I 1 I STA I+ RAFFIC MANHOLE p� � Ch � D 1 ! ( l I I I I I �-�-�--�-i Q STA 1+330:5, 4.6m R.t, - SIGNAL POLE STA 1+330.8, 18,Jm Lt, - SIGNAL POLE ( 1 n co O O r- 1 I 1 l ( 7 I 11 �j R° Z STA 1+3332, 14.4m Pt: - 610 mm 0 MAPLE 1\ 153m Lt. - STORM MANHOLE --I O n (n I - t 1 1 1 I I - I STA 7+331.9, 19.9m Lt. - SIGNAL CONTROL BOX OD o ( ( III iI II _ > (� �j V S` rn D IiI II ! ! i Ij Ij 111 t 111 ! ( 1 . III llli I I Il i � � ° I VIII 711 ; 17 I1 � ; 1 II I ! III 11 ' j I IIjl1 11 ! 1 Z H C C7 I�T1 ? W 11 1 I j l i i�.�? 3 I i ! I 1 ! i I 1 m Z O rn I w -!S 11 E ! 1 1 7 ( j I I 1 1 1 1 �— � n C 1 v I 1 !,fF I I ' 1 � (n to = I �I NN �' ! 1 ! \ II 1 I I ( I I ry m Z z r*1 cu \ \ III 1 ' ( III - 1 Cn (� —i -10 m m 11 li ! ! 11 IiII IiI Ii ; 1li p Z Z70 � � � � A _ Z -I- 11 , IIiI 111111, II ( IIII � ; li 1 II 111 II � I IIl � llllll 1177 �� l U' �D cn� cc cc \ zZ i 1 I , I I I 1 111 ! I I I i I I , I -P Z \ � �1 —iO � 8 111 1 IiI 1 II 1 1I ! li I C7 r— � O ' 1 hI ` y W —� r— , co � 0 w C) ao o W = C Z � co O� � i I cC I— CTI co m P I Ul m i 00 o m co z m O + r 0 II rnm � D 3 Z l rlfN n U, , fU RU ro IU fU rU w Iv rU R) cn rn -iI �' �' ° ° -p -p -p -� CJl (� (Jl C11 ,_�' z m 4 U1 ON �I 00 �0 O �' fU W z , 0 1 . m v 1. XREF. XN❑-M Z:\98096\DCA\ PP-SHEET 3 /1=1/ 5-20-02 MJF-JDD-KWH RFL -','IA 1+33l 4.6rr Rt. - SIGNAL PULL I �0 0- (� (�l n l n, 1+330.8, 18Jm Lt. - SIGNAL POLE �� z= '� m, " , ' `'' , v , �+ ' �/ y 15:34 t. - STORM MANHOLE �� O ti z a A A �A STA 1+333:2, 14.4m Rt. - 610 mm 0 MAPLE ���� STA 1+331.9, i9.9m Lt. - SIGNAL CONTROL B0; � Z � � 3 r D 11 Dr 0 1 rn ��`ti�o Z I - -p, Ul � v 00 �O O 1-' IU W n m F s + 3 Ili N �. 29.776m J - ~, M., I r 3 W N II �p O r m � n c� Z = Z y 4 9 I (n u) D 01 o °O to 250,28 -� cn -i O rn -+ oD 'Ili \\ -x o lllllll IIII i II I II I11lII11 II III Ijl ! l ' I ' iIi II -C rn co I \ -� ' (n Z ca °� IIIIII ii1 � � lljl III IIII ' II II IIII l � j ! „�� �� yb �I �11 I C-) O ' z 0 1111, 1 it ( 1111111 ( IIIIIIII 1111 Iiililll IIII 1111(( iil ill III IIII 11 Ii II Ii D :� ' � s I v D 6r o>, j 1 I I I l l l ( 1 1 1 • 11 I 1 1 1 ! 1 IIII I I IIIIIiI, j l C Z �► ' � I i' (� �ill I I , ( I I r1 W 0 co 0 I.� 1 ' I ii IIIIII I lI iil ! � IIIIII III ll I II I III IIII' ( ' II" jli !1 ' — I r � si I W n 11111 � I IIIIIIII IIII Ill 1 IIII , ! III 1 I1I1 II I 1 n � C !T1 ! 1 , i III Illilil IIii IIII IIIIII III ' ' III I l � l ll I ' l / rn ,I, �CJ1 IiIl1Ii IIIIIIi 1 III lI ! illlll II I I1 1 III IIII l IiI ! �ILI'dI L, ) � O Il I ' I III ' I ! I 1 III Ill 1I 1i , 1 I 1t III ! ' � II III jII ( + III� II III I +I +I t j �I I j F I Ti+ + T `�� \ fI I li Illil ! lI II II i I IIIIII ' ( VIII ! � I �I ill 11 ( ( 1( 1 IIIjII ( fill IIII III IIi 1 II 1 STA 1+3,0,7, 5.1m I - LIGHT POLE ��}+, I 11 I 1 I 11 � I I I I 1 STA 1+371.6, 10.9m Lt, - MANHOLE ~�$�.�I�11 i III I I I I I A' I I j 11 I 1 111 I I I • I I I I I I j I I I ,I 1 I I I I I III I 1 II II II IIIIII II II Iii 6 IIIIIIII ; i ; VIII II III I I h-W15 I III i1 ! IIII III III IIII II ( IIIIII I F I } I I- D t fn N iI � I ' 1 ` I j , IIr iIi rn III IIIIII I III I IiI III III Ill 1 IIII iIi ( IiIII , I� I IIII ! III I I rn ! I ! 1 ' 11 �. I I I I � iIi ! 11 ( I ij 1 ! ; I1 I E , Illlli ( 111111 Iii ! I I IIII III IIIIi ' I ij1I1 IIII , 111 1 1i I IIIIII a N z j I Illli ll II I III III 1 III I 11111 1 ; III 11 11 = O ! IIII IIiII 11I 1 II I III I I IIII II I1 IIII III r (n (n -1 . �I I I ! IIi j I I I I ' 1rnTl 00 Q, -r 1 �-{- -'-+- _ ITS? �'I 0�� I I ! 1 I I I ! ( I I I � I i I t 1 il l (fl �� ! ' I IIIIII ! ( II ( IiI ! I III Ii111I1 II11I ; I ! I ! I ! I ! 1 I f I Z,I I III I ' 1 ; 1111111 11 ! ' ( 11 ' I IIII Ih , I ' 1111111 I ll � i jII 111illlllli ( ; IIIIII ( I 1 -i0 11 nI l I li l ' Ililll ! ill ! Ili I ilj i . l ( IIIIIiI I it l ! il ( 111111 I IiI I1jII I ) I ti -& co �I/101 I I i ! I I I 1I I ! I I I i I III ( ! j I I I 1 am°, N -I� s 1 I I . I i ' ! III IiI I I 1 1 I STA 1+399:6, 8,5m Rt: - 152mm 0 SPRUCE 305mm RCP STA 1+400,2, 13:2m Lt. - CURB INL I !1jI1II IIIIIIII IIIIII I II III 11111 I I is IIIIIIII Ill I il ! iI iillll -^ -- - _ 13 l l I I I 1 I I I I I I I I I I 1 1 III 1 l l l III Iii l I I I I ] I I I I � x STA 1+401.2, 17.7m Lt, IRRIGAIIO V+'i, .O I ; ( ill IIIIII l 1 IIII IIII l Ill it 0 0 ii ! ' III I I 1 1 I i ( j l I III j I I I III IIII ( I i IIi 11 l III 1 I I I IIII 1 1 1 STA ,'+403,4, 14.8m I - 203mr? 0 DECIDUOUS TREE t11 111 ! I 1111 IIII . I ! 1 1 111 ' 11 I ! IIIIII ( IjI IjI ! II �� 1 --I IjI -- II 11 I ( II II I ' I III l I i ' 1 IIII I �� + 1 -1 I III I l 1 1 1 i 1 1 I I ! l �I �t 1� 1 1 1 + _ (� (n I l 1 1 I I l I l j I I I I l 1 1 1 1 1 , I 1 I l l l i ; II 1 1 1 I I I I I 1 l I I I I I STA i 410,0, 8,9m Rt 152mm O PINE rn I , 11IIi 1 I ' I il . j ' I i ! , ' I1 ( IIII ' Ilii : ! I I , i Lij1 I, , i`,. I ... III iIi 1111 IIII III III ' I Illill lllllll III ( IIII IIIIIIII ' 1I II11 , IIiIll , 1 III � cI I rn ! 1 ! III l ' ! ) 1 ' I II 11 ll II Ij l IIIIII (n(� N . 11 CI I III ' I• X11 j ' lllli j IT1 -I Z 0I IIIIIIi ii 111 IIIIII ) ill + II II II111 111 11 1 11111 Iii 1111 l i ! I111 ! l L� I 1 �L, rn Z1 I I -( � I I I I I i I I I I ' I 1 ! 1 I � I =Z I I l -A CD j ' II ' Ii II I I I ill I 1111111 1 Ill ! ! ' 111 il1i1111 O I (o w IIIIIIi IIIIIIII III II I 1 II II Il l I I1111i III ' ! I � II I 1 I I 1 IIII II I 111 II I ' N 00 I iIi 111 11 III Illlli IIj jlll � 1 1111 IIj 111 ,III11 C) -1:111 ,I 11 1 : 1 ' 1l ( ! ' 1 I ' 1111 111 I , 1111 I IIII I 1 ``i- E it IIj ' II+ �l I jII 11II II IjI ' IIIIIiI ( ill II I Ililll IIjIIIi I 1 I - ' - I 1 ' c v • STA 1+426,1, 17.4m Lt. IRRIGATION VALVE 1 I I i I I I STA 1+429.2, 5,4m I - LIGHT POLE I - � I l l I I 1 1 C 1 1 ! !,,,,I l � uG ELEC 1111111 1111 I1III ; IIII II lIl ( ill IIIIIIII III ' 11 II1III , I III IiI IIII I III I (- 1 I IIII 1 I IIII 1 i I I „III I 1 1i I ! 1 II 11l , l 1 , ~ I I I I ( ! I I i l f l STA 1+434.0, 16,8m Rt. - 305mm 0 MAPLE Lt Z STA i+433.1, IS.Om - GAS VALVE 1 it II ! I I ' ! I ll IIII Ijlllll ! III I ( IIII IIIIII ( ' 111 lil III ! , i ! III 11 ! ! I III ' III Gm I 1 ' I 11111 III , ' I ' I 1 it li lj l lllllll _ $ I I 11 1 O �� I ! ii II 1 i ' II Ij ± IIi ' ! ' 1 ! -I , 1 , 1 `\ i 1 1 1 I I ( I I I ! I I I 1 1 l 1 1 1 1 ! ! ( fi II 1 1 ' I , II � , Ii11 ; III l , 1 1 ! 11 1 IIIIII II IiI 3 1 I I �-`� i l l l ! ! ! l I I , 1 l I l l I ! l 1 1 1 1 I 42.3, 17.8m t. - 1 I I l l I l j I I I III I l j ( I ! ( I I I ! STA 1+4 L BRICK SIGN I 11 II . ! I ' 1 1 II j 1 , III I I i i 1 I I I I I I 1 1 1 I I l I 2° GAS 1 •I - l ! I l l ! I I 11 I I I 1 I 1 f STA 1+444.5, 179m L t. - LIGHT POLE 1111 II11 11 I II III IIii ( IIIjII 111 IIII ( IIIIIIi IIIIII 11 , 1 ETA !+446,9, IS.ImRt. - 305mm0MAPLE 1+ m STA 447,0, ]5:1m Lt. TELEPHONE PED STA I I I IiI II I II b cr n II ! 11 IIiII ICI II 1 Ill! II '11 ! I II : l ! ' ill11 ' I il ! 111 II ! ! IjI I ii j II ' iI II ! II !111111 ! IIII II Ij i ' Ijll I rl ,�) I Ii 1l 1 I '! III II IIi I IIIIIIII I II III II11 ' II 11111 ! Ill 1 III jII 14 O l O 111111 IIIIIIII II ' 1I 1 11111 IIII 11 IIIIII IIiIiI l ) ; l ( IIII 11 1l� �l1 I n 1 IIII 1 I I I I I I I I I I I Ili I I I I I I I I I I • I I I j I i I I l i II I I m 1 ! I i Ii - ' I I I I 1 1 1 �� i ' I I I I l 'I I I � I rn jjl�IT III-' - �-+ - 1 r �} r _) rt II ii 4, 1 I , I , l I III III II jl ! ! ! 1 1 a I rn jl Ii Iili ! ! I ' i I I 1 III 111 I , l ' I ill 1111 II ! 1 ' Ili ! lI lljil i1 I ' 1 iI N z ! 411 11 ! JJi ' 1 D —I I 11 ! IIIIIIII IIII l IIIIII j lj I i , it 11 1111 l g t 1 I 1 1 I ! (� �; it it IIIIi ' I i III it IIiI1II 111 ' 1 IIIiI ! II IiI I 11IIIi ( 1 11' ll I I N � /� l l 1 I j I I i 1 I I 1 11 I I I 11 ! I ' I I I i I 1 1 i I I l j 1 1'I" �-, I ' I O O �i j ±I -fi I j } I+T -) l 1 -T' I t' �- STA 1+469.0, IO.lm Rt. 203mm 0 PINE = I D .0 1 I I ( 1 1 I I I i 1-� 0 LOCUST II n III I ! I I I I 1 I ! STA 1+471,9, "?Om Rt. 254mm L 1 1 III Il it I , l III j1! Ii1 IIII i111 �11 II 1 1 Iiji I iI II I ! III I11 i , iIiI lI 1 11, 111 I 1 1 ! ( IIII VIII ( 11 ! I 1 I I � f r 1 1 S,A ,+4 I I � 1 1 75.4, 10:9m Rt, 203mm 0 P N I E 1 n I I I I � j I I I , I 1 I , I II I i ' I I I , 1 i I I 1 ' ! I ! 1 1 IIII 1 I , �I 1 I I I I I l i I I 1 L I I 1 j 1 STA 1+477,2, 5:4m It - R/V MONUMENT G ! i c 21 I g' j I I i TA 1+4, 7.4 11.74, I I i I i � I ANriOLE { � - STA i+479.5, 3.7ro Rt. - WARNING SIGN � N 1 0 i I ,^ I I I rn T +4 a + 1 l IIi IIII 1 1 IIi l ! 1 j ( ' S A 9.5, :.Sm R., WARNING SIGN 1 2,- rn I� + { IIII I Ill I lIil II l 1 11 j ': 111 II 11 jl P tv .p ; � I j l I l 1 STA + - I a�- (n o ca l l I 1 , 1 1 1 1 1 I 1 1 ! :I I I I ! 1 484.5, 95m Rt. 254mm 0 SPRUCE Z I O O I i ( I I I \ 2 O I II ' I I I , I I _ I I ; I I ! l O o I j II -I O ' i I ii I ! j i I III ' I I j 1 1 I i I i I I I I l i I i I I I I � I I v I ll _ I 1 � S7A �+488,2 m ! r � I I I I I i I 66 : Rt. JTIL TY P"" 1 7 � E I } _ _+ I NOD W 1 I +� -'-f- rj-r+-r-`-a-=--I- ice'--L- ��.- -t-t -1-r I D - Iq 4- 11 I � Il 1 ! II 11 � I It I v 00 I /m t - LIGHT POLE i I I _ : 1 , 1IiI li 1 III ! I1 Iiljl II Ij II1 1 II II ! I11' 111 , 11 l - + - o �.1 1 ! I i 11 I l ! l j 1 STA ,4493.1, 10,4m Rt. 254mm 0 SPRUCE I - <1 ❑, j STA 1 492.2, 15.4m Lt ST SIGN Ij I Il I1I1 III I ! i ! I ' ll ' I ; I IliilI1I 1 I ! j ' I III ll ,I 111 I '4 '.1�s , " lil i , ii it II i ' IIi ( II IIi III IjI j I 1 alb, I l ! III IIII I I11111III II 1 III III 3 i7 I I ! �n''� ! VI I I I I I j ' 500.fi STREET APP. RE D. I I I I I I 1I Q II I i I i 1 i ' i ' i ! O I I I I - I I I I j I I I f — 111 I i III 1 i o � I >'?. I i I '+ I 13.5 l I i j III I III ! I 1 ' i 1 l j STA 1 50�J, 10:4x Rt: c54mm 0 SPRUCE I STA 1+502.6, 13.1m Lt - TELtPHON JM+L5, ' 1 � 1 I 1 • I I STA + _ ':� + 0 0 l .iI . I ; I I 1 504.0, 8,8m Rt. 254mm 0 SPRUCE I �I N STA 1+504.6 13.2m Lt, - TELEPHONE 1 1 1 ' II I I ) j1j1 I Ijil i1 ! lI a O MANHOLt jII ! , II III I ' il ' III li , jIIII ! II I ' II�'' ! 1i ' 1 1 , 1111 ii , Ii I O O 11 III II I , II ( ' 111 1 II iI I iI I, , 11 , 1111 I - _ 0 — 1 , 11 II �' il 1 o 1. 11IIIIIIl1// j I hJ� 1 + -I } 11 .I0 /////, , : , I I 1 I I j 1 1 1 I l I l i j 1 1 1 , I I I i 1 , ! I ' i I I I ' I 'I G` - . \�� O� �� /� III I , ! I ! ( , ! III 111 f� I I IIII ( IIII I it ll 111 IIII IIii III ! i1 ' I .J 5,9, 9.5m Lt, - MANHOLE �o C , I l l ' 1 11 1 1 1 I 11 ' I I j 11 11 I 1 1 I STA 1+51 PLE 1 I Gs -, z S� r- ( I 1 1 1 j 1 j STA 1+5 + - I . 1 I I I 15.9, IPSm L CURB INLET \ ," 0 F" - !/10: I 11 , 1 i I 1 j I 1 1 I ! I 1 . ! I m r = �- L I I-' ,' -� ! L L j I I I - - o D N _ _ U 7!l � III T T �rt -1T -t+-- _ I (n to _r- _, mmQ ml �- - ! II j 1 1111 ! 1111 II i jII 1 ( 111 �II II ii ' ' 1 , Ill, - O rn Z d7 - 1111 ! IiI 1 IIII 11 IIi1I1 ' Ili IIII I I ill I IIi , i: ! 1 c rn to ,y _ j 11 ! 1 �I �?; I I 1 1 1 1 I I T; ;o N (n �1 Q ° � ' 1 I ', 'I II II , 1 ! ' I ' I ; 1 IIII II ' I 11 rn ��� l 1 ! 1 ( 1 I! j (n(n rn Z .�� I - I 2 i i ! 1 1 i 1 rn Q \\� i Ii ! 1I I1 1 II . FFR,, I 1 r + - i I i I I I I j I I --� rn. (n Z !// \ I ! rt I ! 1 l - . 1 1 -I-i - + �?-11 t - _ i -� 1-a- ,I =O N OD //1 I I 1 AAAA l I 1 1 1 j 1 I 1 1 I I 1 I i�! iI 1 I l I ! ! .1 0 IP IiIII A I I I ! I 1 1 . I I I I I I � Z (--) -4 IIII III ' ( 1111 I ' j I g I 1 1 1 '1 1 1 : 111 1 .,: 1I1j I , , I I"� Z i I i i I j l i t 1 1 1 I l i 1 1 1 ; ( (1 1 l I l l , 1 I j j I 3 I 3� --I 0 N co = Om O m Iil1 II 1111 1 I11 1111 111 i' (n (n N QO O 00 : I •'' l m � � n , I i l l I I I I l 1 j - I rn a� I OCo O ° '5 0',�0 1 111 I +'--I� ! - ! i 11 1 1 I rn . =� ,-,, 1 , ! I I ! ! i 1 fi 1L�1 11 f- rt i- ,t -+-;-,-`T-(-I`-I- 1 `,I cn 0 m W ! ' j 11 �I i I I i I ! 1 1 ! 1 l I ; 1 i 1 1 ��' l !I j 1 1 ' t� = Z "; O Z 1111 '' I �I 111. ill ! IIj 1I lj I III I 1 1 1 • . IIiII i1 I ' 1 0 - 1+543,L - - �� 1 1 1 l ( 1 l ! • 1 j j 1 I I� F N(n STA 151m Lt, - LIGHT PULE D m I ' I ! ! ! ! j 1 III 1 I t ! L I I ' �, 1:. , N to �: rn I 1 / T pp rn58 r 0 + IIII 11111 l IIIIII ! IiIII 1111 iI IiIII I l IIii 1 ' ill ll r IE �I i t i i " j j 1 l j ! 1 I I I I ! S A 1+547,5, 8.4m Rt - 305mm 0 RCP 1 , I'c (n - D V 1 1 ! I I i1 ; I ! ; I II 1 I _ / = z O f II ' I1 i1 ' il € — I ---4. K i j I c I 1 IIJ 1 1 I ill II I ll II Ili III II ' IIII II c ,+5 + _ C� - 1 1 I 1 I I ETA 52.5, 13,4m R 203mm 0 PINE (/� (n ETA i+552.0, 148m Lt - GAS VALVE �l l t I l 1 1 1 1 1 1 - N t� 1 r 1 1 j I I ! l I Ili I l l I ' 1 ' ' I I I 1 III rn - O -' ETA 1+553,7, 14:1m Lt - 305mm 0 LOCUST l j IIi ! ! II III II 11111 I I 11111 II I ! li III � rn I I CD I i I 1 1 I I I I I I l j � I.- ETA 1+553.9, 9.5m Lt, MANHOLE O ! fTl I l I I l l l 1 1 I ( j I I I Z I �, 1 I I ( 1 ' I I Tl zo II- 1 t fin1 I TA ll�Z j j I 1 I I I l 1 ! tj I1 STA 1+561.9, 74.1m Rt - 203mm b PINE N R�Yy C7 D 1 IiI III IIIj III 11111 ( ( ( II II 1 I , II ; I III I STA1+562,4, .'C,2mRt, - LINT I JN �;: S :O I I I I I l I I I j ! i ! ( G PULE IP m D Z III i , II II III ' illilljl IIII II I ! 1 ' 1 , 11 III (7 S� G7 iI I l I IIi l 1 IIIIi ! II 11 I lI STA 1+565.9, 15.8m Lt. - SIGN (HARUEES) Z Z Ij illi IIIIIIi I ! II111 III IIII' Il ! Illl ! ! IIIl1 I ' I i I ,I IL _ -.i _1 1 1 - I _ _ +� I l 1 I I ' 1 1_ ! I I ! I + - I I 1 ! ,'� I ! �Y� - ! 1 — a Tr —+ -1 I STA 1 570,8, 13.9rr Rt: 254rtm 0 PINE ?I ' 1 1 l I I I I 1 ! j 11 1 1 I l 1 j I 1 1 fi T l j l 1 IIi w�1 I 2I' 1 ii ' I ! 11 ! Ili 1 Ill it ' ! 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I i , l 4,H v�� � D rn 1 I rl IIII if I 1 IIII 11111 ' 11 III ! jij IiI 111 �� � � n 3 Z Z lIlI1 i1 Ill ill ! II 1 � I ' I IIII ; ! III IIII li ; 1 �I +597 S P. O d + ' 1 Ijll ' I 11 II , IlHIM iki 1 III ; i 1i 1111 I III IIII lI +598.9 CL III DR. E d 1 � g ! ! ! S TA 1+6oc.P, 14sm Rt. ct 3 co m I I t 1 1 1 I I I I I I l I I I I I I STA 1+601.2, 16,Om Rt. - 254mm 0 INE �� V Y Z ' III 1 IIII i ! jII II 1 \ " II = Q 2 ✓S lod I I I I I 1 11 1 l l STA 1+602.5, 14,4m Rt - 305mm 0 PINE I ;-I d 3 O IIII III IiI I ! 1 I III li i ! lij 1111 IIIIIIII ; II ! I ! 11 1i \ ' \ - it (n - 3! �' I I ! I I I ! 1 I , 1 ! j I ( ( I I I j l 1 ' I i ! 1 1 1 j cTA 7+605.3, i4.5m P,t - 356mm 0 PINE \ rn NtC , , 1 + 600 O l 1111111 II II it I II l j IIII Illlli " I IiI 1 IiI Iljlilil �/ n'1 ..app o I III I1 I I IIII � ! I I 1 l IIII ' j � a / 1 I ill I1 ' I I it I I tt VJ A I ��1 { ' I I I STA + - + �3 + ! ! I I I I 11 I I 1 1 1 11 1 I i I 1 609:6, 8,1m Rt h.ANHOLE Z O + STA 1+609.9, 9.Om Lt. INFORMATION SIGN I li 4 1 , ; ! I i � 1 1 1 TA +610,0, 9,9m Lt, - INFORMATION SIGN i4 : l j 1 ! I ! I I j ( 1 1 1 ! j 1 j t 1 1 ' ? pOj I i i i I I I ! I I 1 1 I j I 1 I 1 I I I I 1 I i I I ! STA 1+614,5, 14.3m Rt: - I MONUMENT ,I O O O I ! l I I ! IIII I ' I I 11 I , 11 1 1 l ! I , ! i t I I ; ! I 1 0 A I O O A� +615,3, 14.Om Lt, - MANHOLE t4 IIII i ' ' I I ' I I i I ' I 1 1 I I ! l I ! li l l l i I I I 11 I STA +614.9, 12.,m Rt. - LIGHT OLE u - I ' I II rl 1 1 1 1 ! I I I l 1 i V I ' , ' I ' ' IIi �� (n ST 11 �ISJ, Lt. CURB INLET (1► i I I I 1 I III I 1 I I I I II II 1 1111 I ! i il l i li I A �% 4 � N rn •uI I ! l ! III ! Ill ! I II o rn i I; �� - 1 l I ! I I 3' C �; c> v Z F� I 1 l IIi jI ! NZ Z Q ; iI ' 1 1 I 1111111 lIl l I ! 111111 illll III ' II Illlli IIIIiI11 % Q m� 1 3 111 -=j m 1 ! 1 ! iiI I IIj ! ; ' l � I 1 IJII II Illlli 111 Ili I III ! IIl II lll ! 1 r �(n • ( II �z o j111 III II I IIII III ' l II Itl I II ' 111 jII IIIIII ! 11111 Ii Illll 'II I r l z 4 Ln -=I O - m 1 I 1 1 1 % -P o jI it I j l STAI+ 4 - ! I I I 629. , 17.5m Rt. 203mm 0 SPRUCE O I I I I l ( ( III II I- Iii , ! 1 I ! /� IN I U NCO M 1 I 1 1 I 1 I I I I ! ' ! III ! 1 ` STA 1+632.5, 10.9m Rt, - 254mn 0 ELM O r- 2,5r, Lt. - ELEC. METER ' e d i 1 1 1 ! j I I i 11 I l 1 1 ( 1 11 l ! 1 ' 1 I Ill I - I ~ STA 1+633.5, 8.9m Lt. - WARNING SIGN 1 1 1 I ! I , I I STA 1+634.6, 11.4m Rt. 457mm ELM Z 11 STA 1+634.5, 19 Om Lt. - TELEPHONE BOX n0 � � 111 IIII I lil II 111i1 ' 1111111IIII ' 1 l '. 1 al m 1 , T I , 1 1 I STA 1+6369, 16.6m Rt - GUY ANCHOR a(n � I I II i z , I III11 , ; � - �'1 I I I I I I I I 11 I I i t l I I I (� � I � � 1 1 l I I I l ( j l STA 1+637,3, IS•5m Rt: - UTILITY POLE -0 rn f l 11 �,;, I ' li 1 III IIIIII IIII ] I III II ! 11 lil (o + A - �rn I A 11(� 1 ' I� I I I I I 1 1 1 � O a I ETA 1+642,5, 8:9m L t• GAS VALVE IIi IIII II IIIIIIi ( II I ( IIII 111 , IIII IIIiI I ( (' ( IjI r � O ETA1+642,9, 8.6mLt, - GASVALVE �� 1 I ! I I l ! _ ETA 1+644,6, 184m Lt: - UTILITY POLE ' I l �I , I I N -, �� � STA 1+645,4, 213m Lt. - GUY ANCHOR j 1 III l III I i 1 1 Ill ; I : l ' III F O ETA 1+645.7, 182m Lt. - VENT PIPE I 11 I 1 , 1 1 ( 1 I 11 ( rn N ETA 1+6462, 174m Lt - GAS VALVE 1� 1 ! I l 1 1 1 ! 1 11 Ill I l I 1 I I I 1 I I I III 1 1 I N ll I ETA 1+64b,2, ll:8m Lt, - ROW MONUMENT Vim" 1 1 1 1 I ! , I ' 1 I ' 1 - v + _ ! I 1 I I I 1 I I I I I I I I STA 1 652.9, 20.6m Rt 305mm 0 ASH O Z O y II I 111 II II , 11 11 v —iIi -+. rn , ~ IjI IIII I 1 ! 1 1 ! illl I iIiI I ill ! iIiI- i I ° ° � n I -p (n z III I I I III m cn �y 1 iJ 1 hill II 11 ' 1 II Dorn � � _0m 58 IL I - ,S�' P t ( rn LI I ill 1 1 i t I 1 I I 'I Z I 1- I I i I __., � - . . p cn N � rn i t II I S 1+660.7 10.9m Lt. - TELEPHONE MANHOLE 1 ' 1 I I ! IIi I I I 1 I I , i �1 1 1 1 1 l 1 1 1 I 1 1 1 Cn m 71 v -I �/ 0 -,3 (TI o = Z I � l I ill I I I 1 1 1 1 ��- O I l ii I III � 1 III ' ! I ! I it 11 ! 11 i IIjlil I , 1 IIII D N � 3 Ill � I ; I IIII II I IIIIIIII I a Ii 111 , 1 ` II1 c� z �1 --� -� 0 c°o � � M '_ 11 IIIIIIII ; I- I ' 11 . 11 11 II IIII I ! 1i11 ' I i ' ! 1 itl i ! II :1 11111 OC) � M Z3�0 '..I to /� STA I+670.3, 6.4�R B INLET STA i+670.5, 8.3m Lt. - CURB INLET 1 1 1 I I I ! ' ! I 1 I I I l I I 1 1 1 1 ! ' 11 ' l I 1 I .. Z O STA 1+670:3, 8,3m Rt: HOLE /� STA 1+670,7, Sm Lt• - MANHOLE + �- , , 1 I I I I ' 1 O i� V I 1 = I ! 1 I ! I -� - it7 �► _► J • N can N(/) N O I 1 1 I I I 1 I I �:'� rn it r�•I rn r � 11 C ;;u III ' l) ( IIII I 1 III l I Oc rn rn m . 3� - I r N ( 1 1 r STA 1+677.4, 19 LIGHT POLE STA +675.1, m Lt. - LIGHT POSE C7 �7 -1 IV 1 1 I l ; I I ! � O l� 0 < -' O l ! I I I I l l s l 1 I 1 1 i 1 1 1 j 1 N ETA 1+67b.$ 17.8m Lt. - SIGNAL POLE I I 2 r' STA 1+67,,9, 14 «�jj11 TRAFFIC MANHOLE Z Z Z � z n iI ! 1 ( ! I ; ; Il --i ;_ S 2 S � (JP � Z l l I 1; 1 ' I I i ! I V I I I ( m A l+679.9, 18.�y R SIGNAL POLE /T "'I 8" GAS S7A 1+680,7 161m Lt - O D I W 1. 381mm 0 RCP O i I- 1 I I j � O0 - .. _ �� STA 1+682,1, 166m Lt. - INFORMATION SIGN . co O l I- I 1 - _ � 00 C-) N I �i ! III 1 I 1 1 II II ! l 1 NQ -N+O � O %� STA 1+682.7, 19.3m Lt. - 102mm 0 PVC 1 . I D n i l ! III IN r- ! IIII II ; � ( rn m D III I III I ! 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TRAFFIC �`�J+ rn � x'11 i � STA � yyy����IIIIIIIIIIII'W ;:a � rte, � STA 1+706.7, 22.9m Rt. - TR FI M E Z D p 20.9m Lt, - STORM IN T 7 0 0 00 OQ o m co O G7 3 I � i STA 1+707.8, 153m Lt: - INFORMATION SIGN rn m m UOi ZD m "J x ° r- -p -� -� -� -p rn 11 ° — r- Z rT1 0 4 C A On �I 00 0 o � fU W z 3 O -- Ih m v '--- O O O O W T TEMP. F O O DRIVE YNSTRUCTION BEGIN P ,ECT P.O.T. ST . 0+687.000 PR—A = P.O.T. ST 0+687.000 "A" 0.2 m LT. TEMP. R/W FOR DRIVE CONSTRUCTION WOODLAND SHOPPES STR. NO. 12 +717.6 n v STR. NO. 11 +703.5 REMOVE EXISTING INLET `* EXISTING PIPE NO CHANGE AND 1.6 m OF PIPE EXISTING PIPE NO CHANGE ' II MATCH EXISTING CURB `� 0 3 o STR. NO. 13 717.6 ' 91 ,n�. INLET TYPE B-15 REQ'D. N 17 +805. ao N MATCH EXISTING CURB PLACE ON EXISTING PIPE INLET TYPE C-15 REQ'D. I °��� o II PLACE ON EXISTING PIPE — +L II 22 m R/W _ - — — — 1030mm MP � Exist. P. o _ MH F 13 CONSTRUCTION LIMITS N I ' i3 STR. N0. 18 +805.fi ao C1 C1 DO NOT DISTURB EXISTING 26 REMOVE EXISTING INLET �+ RETAINING WALL AND 1.3 m OF EXISTING PIPE � p F 0 — — EXIST. R/W & FE II 13 CONDUIT 1 — — F �' — 0 H — _ F.O. CABLE _ — 6 W a 15 _ ° END TAPER 15 o K BEG 8 5H T 35— — K ci E +717.0 9.6 A +820.5 Ej,,, 15.0 m BEGIN TAPER ,,� STR. 0. 20 �I � N ��,�z�� T. �II� 116TH STREET �' WINE TYPE R-13 REQ D. R E 10.4 300 mm PIPE REQ D `" E R re o M 8„ GAS — _ -- E r 8° OA - -LINE "A" — o — — - +808.5 6.15 ID I +760.0 6.i 5 DO NOT DISTURB TREE — — __ — — — K BEGIN T E K OHE� M 3o5mm �o END TAPER _ -- — — b _ _ fE - 300_ mm 300 m 15 m RCP — --� /7/4- 26 — �� N M _ -- } F 015 — — - - — -_— __ - - - ___-UF — N C — - F� OF 26 26— 16.3 m 300 m PI E F w LO F OHE OHE CONSTRUCTIO N I i Tut iTS _ OHE OHE E D3 -IT EXIST. It ' REM 0 OR -- '""` _" "" _ - -OHE , OHE OHE- HE OF EXISTING CONCR ETAINi STR. NO. 21 +820.5 R W o I WALL. DO NOT REMOVE OUNDATION INLET TYPE C-15 MODIFIED AND it m D3 •_,I I TO REDUCE DAMAGE TO EE ROOTS. 14.1 m 300 mm PIPE REQ'D. � � CONSTRUCT NEW DR L " D I I DO NOT DISTURB TREE REMOVE TREES oI LO PAVEMENT TO FACE OF I , C6 1 RETAINING WALL II I TRIM BRANCHES (BOTTOM 1.5m) Lin + AT R/W LINE STR. N 0 +687. \-25 mm SURFACE MILLING DO NOT DISTURB EXISTING EXISTING PIPE NO CHANGE T- RETAINING WALL LEGEND II 4.s �C 150 mm CEMENT CONC ETE PAVEMENT FOR DRIVEWAYS + � STR. NO. 1 +719.0 C1 150 mm CEMENT CONC ETE PAVEMENT FOR DRIVEWAYS MATCH EXISTING CURB TEMP. R FOR EXISTING HOLE STR. NO.1 16 +720.0 150 mm COMPACTED A . FOR BASE E "0", No. 53 DRIVE COISTRUCTION ADJUST NG TO GRAD INLET TYPE B-15 AND i.7 m 0 mm PIPE REQ'D. �D 240 kg/m2 HMA FOR PROACHES 0 100 mm COMPACTED A G. FOR BASE E "0", No. 53 STR. N0. 15 +719.2 TEMP. R/W FOR D1 240 kg/m2 HMA, TYPE A, APPROACH E ON REMOVE ISTING DRIVE CONSTRUCTION 200 mm COMPACTED AGGREGATE, No. 53, BASE INLET AN PIPE D2 830 kg/m2 HMA, TYPE A, APPROACH D3 VARIABLE DEPTH HMA, E A, APPRO CHES ® QC/QA HMA FOR RESURFACE MOBIL CORPORATION WELLS BROWN F 100 mm CONCRETE SI EWAL.K 90 kg/ma QC/QA HMA 3, 76, SURFACE 9. N Q 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIAWmm, ON �G 90 kg/m2 HMA, TYP A, SURFACE, N VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL 150 kg/m2 HMA, TYP A. INTERMEDI TE, ON 13 CONCRETE CURB 150 mm COMPACTED AGGREGATE, No. 53, BASE 15 COMBINED CONCRETE CURB & GUTTER KU 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON O CONCRETE CENTER CURB, TYPE "D" 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 0 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 26 SODDING 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON CONCRETE CURB RAMP o SUBGRADE TREATMENT TYPE A (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) N N 0 HORIZONTAL SCALE BRIDGE FILE N \\���1111 I I It/////// INDIANA 1:200 .�`�G`�.P��,, J, , �,'% RECOMMENDED -' i ° A & F ENGINEERING CO . , L ��`,'��G�S,ERFO';F�' FOR APPROVAL �' DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION C1 ° = - = DES N NGIN D E 1:200 9980510 No. 20660 01 CONSULTING ENGINEERS - - - j = 'O 3OFENP;; �, CONSTRUCTION DETAILS 15 of 49 � � DESIGNED: A & F DRAWN: JDD/MAP/LBJ SURVEY BOOK SHEETS 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 %FSS/ANAL E�'G� � CHECKED: MJF CHECKED: MJF LINE " PR-9 CONTRACT PROJECT 00 '' �` R-26586 DEM-IN48 (031) rn irrrrlllltl ` O O Cy) O STR. NO. 23 +830.2 EXISTING PIPE, NO CHANGE 3.6 m OF TYPE `r PAVED SIDE DITCH REQ'D. CONNECT TO • EXIST. PAVED SIDE ITCH) WISTON XIX TEMP. R W FOR I DRAINAGE CONSTRUCTION STR. NO. 25 +832.0 MANHOLE TYPE C-4 AND I 6.2 m 375 mm PIPE REQ'D AND 1 PIPE END SECTION REQ'D. I N � STR. 3 :t INLET TYPE C-15 MODIFIED Ste, N0. 33 +860.0 EX St. P_S. 2.9 m 375 mm PI E REQ'D. I �-- _ INLET TYPE C-15 MODIFIED I STR. NO. 24 +832. AND 22.6 m 375 mm PIPE EQ'D. REMOVE EXISTING PIPE 00 I ' o - �6p 11 CO TRUCTION LI ITS - F M 3 CONDUIT i H F 3 CONDUIT F.O. CABLE F - - - - - E.� CAPLE - 1 „ M Q - _ 15 __j Q 26 M K r�i + +831.6 9.4 w 00 o N K R N K o 0 CD + END TAPER I K r _j SAW I� R + a' w CUT -" rfi � 13 + R SAW CUT K 116TH STREET 13 R a - U S 89'53 03" E - - 8g53'0 `r �------� 8" GAS 8" GAS - - - - - - - -� - -- o - - 22 o LINE "A" 13 \ O) _ _ _ - OHE OHE OHE OHE OHE ONE OHE- OHE E /cy)cb K K / CMP --OHE HE 0 E OHE OHE OHE OHE OHE -OHE - -OHE OHE oOHE OHE y OHE-OH K O -O -dt7E ---- OHE OHE \ K / { OHE _._.--- __ K 15 K K _ EXIST. R W & I nm '� 0`00 15 15 rri n o O ' 00 26 1 G 26 26 O � o O -- 26 •o +891.0 9.45 G - D + Q �6� a `� N - -- - �� 00 ' �-' - -- -- - -- - - 26 26 Q) `y \?, a,,o` 2s - - - 26 v O 18 m R/W 14 ��, STR. N0. 34 + 60.0 26 CONSTRUCTION LIMITS O ,�,� _ _ _ _ _, 4 48. , 1 INLET TYPE C-15 AND ---` __-�-- ` � vii D l / D2 W R8 C • I DR. 17.4 m 375 mm PIPE REQ'D. \ +3 TEMP. R/W F / �� u' � � � w a FOR DRNE 22 m R/ CONSTRUCTION � � � � �► �' - - - � .,.. � .,._ - - - -- - - - 1-- •o STR. N0. 29 +842.2 ._LFGEND ~I p 28 STR. NO. 35 +891.8 -' O p _j �� REMOVE EXISTING PIPE REMOVE EXISrING PIPE 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS r- d: STR. NO. 30 +850.2 �Ct�• ''� REMOVE EXISTING PIPE C1 150 mm COMPACTED AGGE FOR BASE TYPER"(f DRIVEWAYS ° 150 + � tit STR. N0. 31 +851.2 21.5 RT. DO 240 kg/m2 HMA FOR APPROACHES ON 100 mm COMPACTED AG. FOR BASE TYPE "0", No. 53 �• INLET TYPE P-12A (MODIFIED) AND � Dt 240 kg/m2 HMA, TYPE A, APPROACHES ON TEMP. R� FOR „G � \ 15.0 m 375 mm PIPE DRIVE 0 STRUCTION STR. N0. 22 +830.0 � \ 200 mm COMPACTED AGGREGATE, No. 53, BASE INLET TYPE B-15 MODIFIED AND �� STR. N 7 +840.4 D2 830 kg/m2 HMA, TYPE A, APPROACHES CE 8.1 m 300 mm PIE REQ'D. \\ �� REMOVE EXISTING PIPE HALLAM MILLER 3 VARIABLE DEPTH HMA, TYPE A, APPROACHES R QC/QA HMA FOR RESURFACE � � 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON FO 100 mm CONCRETE SIDEWALK 150 kg/m2 QC/QA HMA 3, 76, INTERMED 13 mm, ON \ � 90 kg/m2 HMA, TYPE A, SURFACE, ON VARIABLE DEPTH CURB Ham'TYPE B, WEDGE AN L 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON CON 150 mm COMPACTED AGGREGATE, No. 53, BASE 90 k m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 15 COMBINED CONCRETE CURB & GUTTER STR. NO. 28 +842.0 27.7 RT. O 150 kg m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON © CONCRETE CENTER CURB, TYPE V INLET TYPE P-12A AND 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON Q 10.1 m 300 mm PIPE 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 2s SODDING 0 210 k m2 QC QA HMA 3, 64, BASE 25.0 mm, ON g/ / UH CONCRETE CURB RAMP SUBGRADE TREATMENT TYPE A (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) 0 0 N HORIZONTAL SCALE BRIDGE FILE o \\\������iiiriii�i�� e 1:200 J. F ,,, INDIANA o � \\ GG`sTE� �ijiGF,// RECOMMENDED � �l l VERTICAL SCALE D gg$0510 N X o A & F ENGINEE RING LLC ; �� Fo ; FOR APPROVAL DEPARTMENT OF TRANSPORTATION 1:200 C) U _ = DE GN ENGI R D E _ N0. 20660 '= - SURVEY BOOK 16 SHEETS 49 CONSULTING ENGINEERS / STATE P CONSTRUCTION DETAILS OF DESIGNED: A & F DRAWN: JDD/MAP/LBJ PROJECT oi ;�p �,,,,N D I A N,�� � � » » CONTRACT x 425 Keystone Ct'OSSIn Suite 200, Indianapolis, IN. 46240 (317) 202-0864 %,,'�FSS�oA` ��G�� �\ CHECKED: MJF CHECKED: MJF LINE �R-�1 R-265$6 DEM-IN48 (031) 8 Y 9 co L U_ cn U � X CU 0 0 0 o �- o + + r- STR. NO. 43 +049.9 REMOVE EXISTING MANHOLE AND 12.0 m PIPE. PLUG REMAINING PIPE WITH CONCRETE. STR. NO. 45 +051.0 MANHOLE TYPE C-4 AND STR. NO.53 +105.0 WISTON XIX TEMP. R/W FOR STREET 7.8 m 300 mm PIPE REQ'D. INLET TYPE C-15 MODIFIED APPROACH CONSTRUCTION a a STR. NO,47 +052.0 AND 38.6 m 575x365 mm P PE REQ'D. tz EXISTING PIPE, CONNECT U' TO STR. N0. 45 STR. NO. 51 +094.2 REMOVE EXISTING MANHOLE AND STR. NO. 37 +005.8 PLUG PIPE WITH CONCRETE. REMOVE EXISTING MANHOLE o) REMOVE STING PIPE AND PIPE + 3 STR. N0. 40 +015.0 - - - - - - INLET TYPE C-15 MODIFIED AND STR. NO. 48 +060.0 +005.8 34.6 m 300 mm PIPE REQ' INLET TYPE C-15 MODIFIED6-D �, NO. 52 +094.2 STR. N0. 38 REMOVE EXISTING R 43.6 m 575x365 mm PIPE . REMOVE EXISTING INLET AND PIPE � '� INLET AND PIPE / 15 15 \ + \ I ° E O CONSTRUCTION LIMITS --�-- - D2 �� \ _ - - - - - - - - /�G F 3CONDUIT _ 1 F 3 CONDUIT H � H 40 - - ao 1 00 mm 1 t 3pD m _ _ 305mm RCP 575x365 mm F.O. CABLE 381 mm RCP 26 F.O. CABLE mm RCP _- - - T - - - - - 0o - - - - - �- - r7 Q 15 ¢ K o 26 o o K 15 ' 305mm RCP 26 w v �� 305mrr RCP Co K II v J�' 717 R r� R rn O s M w 254mm W w " w 22 I 116TH STREET Q 13 13 + + El Ln w `N• LINE "PR-A" Ili S 89'53'03" E -19 �z E 8" GAS LINE "A - - o 305mm w - - - - - - - it \ O E OHE- OHE� OHE OHE / OHE OHE- ---�OHE- K E / OHE -OHE hLE OHE -0 OHE-- -OHE OHE OHE .°vwE OHE OHE OHE OHE- OHE OHE OHE OHE 0 E OHE -OHE OHE \ LO to I 00 LO M 375 mm o M 15 15 0 Q I ao I 26 CD 26 26 6 N -26 I .�. Jo �: 0 6. I N O ��ih O O N C C0 CONSTRUCTION LIMITS I E - 26 ���� � E - --'\ 26 CONSTRUCTION LIMITS 18 m R/W � N I DO NOT DISTURB TREE STR. N0. 41 +035.0 300 m � � .�. - .- •- - - - - - - - - - 19 m R/W I D INLET TYPE B-15 (MODIFIED) AND I a� STR. NO. 50 +072.0 STR. NO. 36 +000-0 19.0 m 300 mm PIPE REQ'D. STR. T E +107 II -15 AMODIFIEDO D � INLET TYPE C-15 MODIFIED INLET TYPE C-15 (MODIFIED) � D 1 INLET TYPE B f-- AND 33.6 m 375 mm PIPE EQ'D.24.0 m 300 mm PE REQ' I 31.6 m 375 mm PIPE REQ'D. L J STR. NO. 46 +052.4 INLET TYPE P-12A (MODIFIED) AN i a STR. N0. 55 +116. v LEGEND 7.fi m 300 mm PIPE REQ'D. W r, �; 4 62.9 REM VE EXISTING PIP '- `" �C 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS INLET TYPE P-12A (MODIFIED) AND � �, 11.0 m 300 mm PIPE REQ'D. � n 9fle) + C1 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS +3 150 mm COMPACTED AGG. FOR BASE TYPE "0", No. 53 0 / W 40 k m2 HMA FOR APPROACHES ON Z RAVE R/W UCTION TEMP. R/ FOR O 100 mm COMPACTED AGG. FOR BASE TYPE "0", No. 53 DRIVE CO STRUCTION D1 240 kg/m2 HMA, TYPE A, APPROACHES ON p t° 200 mm COMPACTED AGGREGATE, No. 53, BASE O BRETHEREN 2 830 kg/m2 HMA, TYPE A, APPROACHES 3 + CONFERENCE ® CR QC QA HMA FOR RESURFACE �qKE T HARSON OF INDIANA D3 VARIABLE DEPTH HMA, TYPE A, APPROACHES 90/ kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, 6N F� 100 mm CONCRETE SIDEWALK 150 k9/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON © 90 k9/m2 HMA, TYPE A, SURFACE, ON VARIABLE DEPTH HMA, TYPE B. WEDGE AND LEVEL m 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 13 CONCRETE CURB CL C 150 mm COMPACTED AGGREGATE, No. 53, BASE TANTON @ COMBINED CONCRETE CURB & GUTTER KO 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 150 k9/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON @ CONCRETE CENTER CURB, TYPE "D" 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON CD 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 26 SODDING N 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON Q CONCRETE CURB RAMP i SUBGRADE TREATMENT TYPE A (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) N o \ ���uiurrrri� HORIZONTAL SCALE BRIDGE FILE RECOMMENDED 11���A VERTICAL SCALE DESIGNATION ° LLC e��sTERFO = FOR APPROVAL '` DEPARTMENT OF TRANSPORTATION x � A & F ENGINEERING ` - - DE GN ENGI ER DA E 1:200 9980510 rn o - _ T I N G ENGINEERS _ No. 2000)O ` = SURVEY BOOK SHEETS CD CONSUL STATE CONSTRUCTION DETAILS ,o of DESIGNED: A & F DRAWN: JDD/MAP/LBJ 17 of 49 �, ,;NO PNP �� » » CONTRACT PROJECT x o 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 %,FSS�ONAL E�'G� �\\ CHECKED: MJF CHECKED: MJF LINE PR-A R-26586 DEM-IN48 (031) rrrrinii � rn w x CU O O N STR. NO. 56 +138.5 REMOVE EXISTING MANHOLE AND // �� STR. 0. 5 + 33.0 INLET TYPE C-15 MODIFIED PLUG PIPES WITH CONCRETE. AND 16.6 m 575x365 mm PIPE REQ'D. - I REMOVE EXISTING INLET AND PIPE TEMP. R/W FOR STREET ,Uj STR. NO. 67 +251.0 APPROACH CONSTRUCTION I� W I� INLET TYPE C-15 MODIFIED . N0. 9 +145.0 cn ►�-+ AND 20.5 m 770X490 mm PPE REQ'D. WISTON XIX INLET TYPE C-15 MODIFIED •- C :: w I AND 7.6 m 575x365 mm PIE REQ'D. �� ;° G7 F WILLIAMS REALTY FORTY ONE II + n STR. N0. 68 +253.0 I� BARBOUR STR. NO. 60 +154.0 LIMITED LIABILITY COMPANY ++3 W INLET TYPE C-15 MODIFIED I ,� II REMOVE EXISTING INLET AND AND 77.6 m 575x365 mm P PER 'D. Z > 3.0 m PIPE. PLUG REMAINING _ - U � - PIPE WITH CONCRETE. I II AP ARENT BLIND TEE -- 1 15 CONSTRU TI N LIMITS 2 15 \\ 3 CONDUIT - - -- 1 RCP -- - - ----�.9--CASE - ------ - -- - -- -- - - - - --__ - _ 6 575x365 m ' - s, -__ - -- _ - - - 5fi5x3b5}mm f 2g 26 °��• 575x365 m = 26 U Q M -oot RCP W U 305mm RCP o � C) C) j 15 15 R J ; R C5 0) M 13 K; 0 116TH STREET N 3 W 13 + + + 3 � N � " " LINE A L LINE "PR-A" S89'S3'03" E _ 26 GAS " - - -� S 890 - :» - r` LINE A _ Ki m m w - O - 9 -_ M - - - - - - 203 m m $ �- �M - ff�� � ^^p -b81 m �- T- x 203m $O HE OHE OHE OHE OHE OHE OHE ONE OHE OHE OHE HE GdKIE OHE OHE \ OHE OH OHE OHE --OHE-- OHE OHE OHE OHE OHE OHE OHE OHE----E+-OHE - IE 0 OHE 0 E OHE I In M 00 I o U-) M 15 575x365 mm 375 mm M o 15 375 mm 575x365 mm 15 575x365 mm / M I I I 5x3 5 mm �� 960x610 26 26 26 \ 26 °p• 26 r-H- l 0 STR. N0. 61 - +154.0 O �� l o G \ O G Op G I 0 C INLET TYPE C-15 MODIFIED C 0 \ 0 N C ID. 11 STR. NO. +140.0 m x mm C �o• O R 26'A 26 INLET TYPE C-15 (MOD _ _ _ _ _ �°• C 1 '- -'" --AI�CT i7:�m�7 mm PIP E ' � � ---- 26 CONSTRUCTION LIMITS __ _ _ _ 26 Q D.DO NOT DISTURB TREE--�, - - - - - - �� D J -- - DO NOT DISTURB TREE / D STR. NO. 62 +166.0 STR. NO. 66 +237.0 ° D INLET TYPE C-15 MODIFIED D (MODIFIED INLET TYPE C-15 } "�► ~ J AND 50.6 m 575x365 mm PIPE Q' - - AND 15.0 m 575x365 mm PIPE REQ'D. v� STR. NO. 63 +175. LEGEND REMOVE EXISTING PIPE 'r o _ ~I f n TEMP. R/W FOR 0 N 150 mm CEMENT CONCR PAVEMENT FOR DRIVEWAYS _; ```o o� TR. N 4 - 1 DRIVE CONSTRUCTION q �° 0 INLET TYPE C-15 MODIFI D --� Ct 150 mm CEMENT CONCR E PAVEMENT FOR DRIVEWAYS �' TEMP. R/W FOR �" AND 17.6 m 575x365 mm P PE REQ'D. o + 3 TEMP. R/W ^K� 150 mm COMPACTED A FOR BASE TYPE "0", No. 53 � DRIVE CONSTRUCTION o'�,,,�y h`� ii STR. NO. 69 +253.9 DRIVE CONS cWa D� 240 kg/m2 HMA FOR PROACHES ON " + 3 �� xry REMOVE EXISTING PIPE 100 mm COMPACTED AG . FOR BASE TYPE Cr, No. 53 STR. NO. 70A +253.5 3 Di 240 kg/m2 HMA, TYPE , APPROACHES ON MANHOLE TYPE J-4 MODIFI } C4 240 200 mm COMPACTED AG REGATE, No. 53, BASE AND 16.7m 960X610mm PI REQ'D m HMA, TYPE APPROACHES BRETHEREN D2 830 k 9/ 2 STR. N0. 70 +254.8 + CONFERENCE D3 VARIABLE DEPTH HMA, TPE A, APPROACHES ® QC/QA HMA FOR RESURFACE McKINNEY DiGREGORY INLET TYPE B-15 MODIFIED) OF INDIANA 90 kg/m2 QC/QA HMA 3, 76, SURFACE .5 mm, ON AND 1.1 m 300 mm PIPE RE 'D. FU 100 mm CONCRETE SI ALK BHATTI 150 kg/m2 QC/QA HMA 3, 76, INTERMED TE 19.0 mm, ON STR. NO. 7 +263.3 G� 90 kg/m2 HMA, TYPE A, SURFACE, ON VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL REMOVE EXISTING PIPE m 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 13 CONCRETE CURB 150 mm COMPACTED AGGREGATE, No. 53, BASE K� 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 15 COMBINED CONCRETE CURB & GUTTER 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON O CONCRETE CENTER CURB, TYPE "Cr 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON CD CD 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 26 SODDING 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 0 CONCRETE CURB RAMP N SUBGRADE TREATMENT TYPE A TYPE IS INDICATED BY LETTER INSIDE HEXAGON 0 0 N U \\\\\\\�� 111111111/j/// �' /��' INDIANA HORIZONTAL SCALE BRIDGE FILE A & F ENGINEERING CO . L ��P I� �� R F%�F,'� RE�QM ENaED , . 1:200 00 Q � `��G�STF �p ;' FOR APPROVAL f % �� DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 0) _ = DES N ENGINE DATE 1:200 9980510 00 CONSULTING ENGINEERS = Nos2o66o or i .o of DESIGNED: A & F DRAWN: JDD/MAP/LBJ SURVEY BOOK SHEETS X 8425 Keystone Crossin Suite 200 Indiana olis IN. 46240 317 202-0864 '��°�F ��° ' ANP;\����; CONSTRUCTION DETAILS 18 of 49 Y g, p ( } i 1� R CONTRACT 26586 DEM PROJECT CHECKED:X U CHECKED: MJF CHECKED: MJF LINE "PR-9 //rrlllnnll�`` C) 0 0 0 r i STRI NO. 76 +327.4 a 1.3 m 300 mm CMP REQ'D. a CONNECT TO EXISTING PIPE FRO A STR. NO. 75. W RE VE EXISTING INLET AND PIPE. F >- N: STR. NO. 76A +329.0 ii D2 5I INLET TYPE A-8 1. AND 3.5 m 300 mm PIPE REQ'D. BEN MAR LLC + 3 BARBOUR < STR. NO. 77 +331.5 13 EXISTING MANHOLE - ADJUST CASTING TO GRADE, 2.8 m 300 mm PIPE REQ'D. REMOVE 3.0 m PIPE; STR. N0. 75 + 14.3 PLUG REMAINING PIPE AND PIPE FROM STR. NO. 56 EXISTING INLET ADJUST I I WITH CONCRETE CASTING TO GRADE R� 1. gyp. STR. NO. 82 + 8 .0 STR. . 73 +270. �¢ R6 STR. N0. 78 +334.8 INLET TYPE C-15 MODIFIED AND INLET TYPE B-15 MODIFIED AND = D2 INLET TYPE C-15 MODIFIED 138.5 m 450 mm PIPE REQ'D. 17.6 m 300 mm PIPE REQD. osm TR AND 43.9 m 375 mm PIPE 13 Mp' = - 305mm CP CONSTRUCTION LIMITS STR. NO. 81 +371.5 � R/w �- •s REMOVE EXISTING MANHOLE STR. 3 +402.5 E Z Boo R�w AND PLUG PIPE WITH CONCRETE REMOVE EXISTING INLET CD F O PLUG PIPE WITH CONCRETE LO ;4 P4pdRljl+ MITI r 381 mm RCP 300 mm 26 - --- -- 15 15 ao � rn o ao 15 CD K K o � o t5 M R 116TH STREET LO + �h� R M M ro N 0 13 s, a � Q LINE PR-9 ' S 89'53'03" E �-� -� -� 8' GAS 33mr � 22 Ui 13 _- _ - - - - - - - - - - T OHE OHE OHE OHE OHE OHE OHE OHE OHE Te 0(; OHE OHE- H OHE OHE� OHE OHE OHE OHE OHE OH OHE M OHE OHE- - -OHE OHE OHE OHE OHE OHE OHE -OHE� OHE- OHE OHI In n n L[7 n n n 0^O � -E7 M 0o 00 0 15 R ° -- 03 0 mm M ^ t5 300 mm M ci _ �. 26 26 960x610 mm ��' � © D2 sQ c0 N •., + j� F CONSTRUCTION LIMITS 26 26 waft- - STR. NO. 72A +272.0 18'\m R/V► -_ / 18 m R/WR. N0. 80 +365.0 MANHOLE TYPE J-4 MODIFIED - - - -- STR. NO. 79 +339.8 D AND 23.2 m 960x610 mm PIPE REQ'D INLET TYPE B-15 MODIFIED INLET TYPE C-15 (MODIFIED) AND AND 58,5 m 300 mm PIPE REQ'D. 22 24.0 m 300 mm PIPE REQ'D. r. STR. NO. 72 +269.0 �? �* INLET TYPE B-15 MODIFIED AND r' LEGEND u 1.6 m 300 mm PIE REQ'D. I �I D2 �I 3 STR. 0. 74 +297.0 �� I II © 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS TEMP. R/W FOR Ci 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS DRIVE CONSTRUCTION INLET TYPE B-15 MODIFIED AND .6 m 300 mm PIP REQ'D. � I� � ` � � �I 150 mm COMPACTED AGG. FOR BASE TYPE 0", No. 53 © 240 kg/m2 HMA FOR APPROACHES ON STR. NO. 74A +297.0 100 mm COMPACTED AGG. FOR BASE TYPE "0", No. 53 MANHOLE TYPE J-4 MODIFIED D1 240 k m2 HMA, TYPE A, APPROACHES ON AND 8.9m 865x550mm PIPE REQ'D ' R� ,, WOODLAND O 200 mm COMPACTED AGGREGATE No. 53 BASE '� 1 , COUNTRY CLUB, INC D2 830 kg/m2 HMA, TYPE A, APPROACHES D�GREGORY STR, NO. 74B 305.5 VARIABLE DEPTH HMA, TYPE A. APPROACHES ® QC/QA HMA FOR RESURFACE mm MANHOLE BY 0 ERS , F 100 CONCRETE SIDEWALK 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON ��� 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON +322.8 38.0 RT. 9 �� G� 90 kg/m2 HMA, TYPE A, SURFACE, ON VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL °D RESET EXISTING G OLE °� °' 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 13 CONCRETE CURB ON NEW FOUNDATI �\� p� 150 mm COMPACTED AGGREGATE, No. 53, BASE CL 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 15 COMBINED CONCRETE CURB & GUTTER \ \ t3 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON 22 CONCRETE CENTER CURB, TYPE .Er 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 26 N 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON SODDING 0 \\ \ �\ 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON CONCRETE CURB RAMP SUBGRADE TREATMENT TYPE A (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) o ' 0 N HORIZONTAL SCALE BRIDGE FILE o ENGINEERING L,,,�, F�ti INDIANA 1:200 01 A & F CO . ,C CLLC RECOMMENDED G srE'�0 FOR APPROVAL /' � �� DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION a, rn _ o DESI E GINE ATE 1:200 9980510 No. 2o66 STATE 00 CONSULTING ENGINEERS _ SURVEY BOOK SHEETS o i = ,o of DESIGNED: A & F DRAWN: JDD/MAP/LBJ CONSTRUCTION DETAILS 19 of 49 Z �Q '�ND I ANP`\ X � 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 {317) 202-0864 ,�Fs " �,G��``,��' CONTRACT PROJECT CHECKED: MJF CHECKED: MJF LINE PR-A i '%�''S�ONAL E `���� R-26586 DEM-IN48 (031) X U C) 0 L0 o STR. NO. 87 +515.9 REMOVE EXISTING BEN MAR LLC INLET AND PIPE TEMP. R/W FOR STREET . N0. 88_ +515.9 APPROACH CONSTRUCTION < REMOVE EXISTING MANHOLE AND PIPE LO o 11 TR. NO. 89 +519.9 + 3 INLET TYPE C-15 MODIFIED AND — — -- -- 58.7 m 450 mm PIPE REQ'D. i STR. NO. 85 +477.4 �, STR. NO. 91 +553.9 REMOVE EXISTING REMOVE EXISTING CONS5TRUCTION LIMITS MANHOLE AND PIPE �' 15 MANHOLE AND PIPE — — — D2 15 0 i LO $—Q 3 C 0 N D ITT 77 �= 457mm RCP 26 °O == —_ F.O. CABLE loo 3 m m RCP— _ — 15 � 0 0 15 rn w N ci K R o K R �` 13 116TH STREET ,3 ` LINE "PR—X' S 89'53'03" E _ 26 S 89'53'03" E � LINE "A" 26 -- OHE OHE OHE ONE --OHE OHE ONE K OHE- OHE K M OHE nHF E OHE --- ONE —OHE - �D LO �— l '�� ---- .—_—� r��_ ONE —0 E -OHE---------OHE----_—OHE-----_— 00 15 —E� OHE � 300 mm 15 375 mm o __-_____-__oNE--- V 26 26 00. 26 W 26 375 mm -fl N nj 26 CONSTRUCTION LIMITS-�_ 18 m �/W \-DOSTR. 0. 90 +54 .0 18 m NOT DISTURB TREE REMOVE EXISTING PIPE STR. NO. 86 +496.0 INLET TYPE C-15 MODIFIED AND _LEGEND_ STR. N0. 84 +425.0 62.6 m 375 mm PIPE REQ'D. INLET TYPE C-15 MODIFIED AND © 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 69.6 m 375 mm PIPE REQ'D. C1 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS 150 mm COMPACTED AGG. FOR BASE TYPE "0% No. 53 DQ 240 kg/m2 HMA FOR APPROACHES ON 100 mm COMPACTED AGG. FOR BASE TYPE "0", No. 53 D1 240 kg/m2 HMA, TYPE A, APPROACHES ON 200 mm COMPACTED AGGREGATE, No. 53, BASE WOODLAND D2 830 kg/m2 HMA, TYPE A, APPROACHES COUNTRY CLUB, INC D3 VARIABLE DEPTH HMA, TYPE A, APPROACHES ® QC/QA HMA FOR RESURFACE _mm, ON F 100 mm CONCRETE SIDEWALK 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 19.0 mm, ON 150 k4/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON U- EVEL OG 90 kg/m2 HMA, TYPE A, SURFACE, ON VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 13 CONCRETE CURB °° 150 mm COMPACTED AGGREGATE, No. 53, BASE K� 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 15 COMBINED CONCRETE CURB & GUTTER 0 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON O CONCRETE CENTER CURB, TYPE "D" 0 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 26 140 k m2 QC QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON SODDING 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON CONCRETE CURB RAMP IGON) SUBGRADE TREATMENT TYPE A (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) co 0 0 N rrrr�, HORIZONTAL SCALE BRIDGE FILE L J. INDIANA Q /, Q,• �T�!T�J�j T�T/' CO . LLC \��•\G`�PE;sTR F�iJiG,F RECOMMENDED VERTICAL SCALE DESIGNATION C 1 �.�i+ 1 r l�j 1 �! L j j r l.� V , �� Fa OR OVAL o DEPARTMENT OF TRANSPORTATION rn = o D GN ENGI R DATE 1:200 9980510 No. 2oss 00 ` STATE _ SURVEY BOOK SHEETS °z ,off=; �N of NP ��\= DESIGNED: A & F DRAWN: JDD/MAP/LBJ CONSTRUCTION DETAILS 20 of 49 x o 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 °IFS''' .° '.A ''G��``,��' LINE PR—A CONTRACT PROJECT W %,SIONA� EN��,��`� CHECKED: MJF CHECKED: MJF R-26586 DEM-IN48 (031) c �rrrniniiii�� X CU ° 0 0 0 STR. NO. 97 +615.3 REMOVE EXISTING MANHOLE G & T COMPANY STR. N0. 93A +599.1 AND PIPE STR. NO. 111 +681.5 EXIST. INLET IN PLACE STR. NO. 98 +615.6 11.0 m 375 mm PIPE & DO NOT DISTURB REMOVE EXISTING RIM=250.75 1 PIPE END SECTION REQ'D. TRIDENT FOODS, INC INLET AND PIPE F-249.76 STR. NO. 96 +614.7 STR. NO. 105 +665.0 EXISTING MANHOLE TYPE C-4 INLET TYPE C-15 MODIFIED AND BUILDING AND 19.6 �m 450 mm 15.7 m 525 mm PIPE REQ'D. +674.0 "PR-A" 1fi.5 LT. PIPE REQ'D. - TR \ RESET EXISTING LIGHT POLE / I TEMP. R/IM Gee TR. N0. 100 +635.0 ON NEW FOUNDATION DRIVE CON ON STR. N0. 95,-q,� + 1 .0 INLET TYPE C-15 MODIFIED AND o REMOVE 2.2 OF 16.6 m 525 mm PIPE REQ'D. STR. N0. 114 +682.5 UNDERDRAIN EXISTING PE STR. NO. 102 +653.0 / REMOVE OUTLET PROTECTOR INLET TYPE C-15 MODIFIED AND M 3.6 m 150 mm PVC & 1 \\ m p 19.5 10.6 m 525 mm PIPE REQ'D. STR. NO. 109 +670.7 0 I 45 ELBOW REQ'D. I \\ -- - _ 19.5 \ REMOVE EXISTING MANHOLE 'Q�� STR. NO. 93 +580.0 \\ 19 r & PIPE •$r 2m PvC IN TYPE C-15 MODIFIED AND \\ / i rn 2S4`'�m ❑ - STR. NO. 110 +680.7 33.5 m 450 mm PIPE REQ'D. RIM-250.2 D1 cM - - _ �ONSIRUCTION LIMITS /� MANHOLE TYPE C-4 AND 13 Ff 249.4c7� 13 RIM=250.57 j 46.5m 600mm PIPE REQ'D \ I I SIGN T BE RELOCATED 0 F[--248.28 py OTHERS 3 - - - C f \ 1 I 57mm RCP 457mm RCP 457 RCP ?\� STR. 0. 115 ♦ .fi 0 45 mm REMOVE EXISTING PIPE _ _ _ 3 CONDUIT - - - - - F mm RCP 0 - - _ - - - -- - -- _ - - _ 1 1T_1 1 1 1 F.O. CABLE - -- - 1 1 _ 3 CONDUIT -- - - - w 305 7mm - 26 1 � 1 STR. N0. 11 +682.9 F o CABLE REMO V E EX IS T ING MANHOLE PIPE M 450 mm \�` \ oo '//_ -G CD K K 15 305mm RCP r o STR. No. 108 +670.5 END PRO,�CT - R K K 305mm RCP K ;=G REMOVE EXISTING J� P.O. . STA. 1+685.817 APR-A - '''' SAW o RIM=1 g�� H STREETS INLET AND PIPE I ` P.O. . �;F885.817 A 0.2 m LT. CUT 13 + F�248.34 0 ►� P.O.T. STA. 1+705.865 PR-A = �� P.O.T. STA. 5+000.000 PR-K = 2s S 89.53 0 E P.O.T. STA. 1+705.865 "A" 0.2 m LT. _ d S 89'53'OfE - - - - o LINE "PR-A" PO; - _ U + o STR. NO. 106 +670.3 END SURVEY 9a 13 00 " " REMOVE EXISTING ( /• K - + LINE A M STA 1+700.000 era K - - K o INLET AND PIPE 305mm RCP w � I LINE 'A' BEGIN TAPER 45 E 45 mm _ I IW NO. 1 - 3 mm RCP �„ - - - � sT REMOVE EXISTING MANHOLE & PIPE FTY s +616.5 12.75 _, OHE 45-~ END TAPER 1 ,�, STR. N0. 107 +670.3 ' K ----- ----_OHE o • REMOVE EXISTING MANHOLE & PIPE ' I 450 mm 450 mm 450 mm 26 TO. OH[ OHE pyE 0 OHE OHE OHE- OHE tzo Q' 0 OHE OH OHE- OHE OHE----LOHE I�� SfR. NO. 94 +609.5 \ \ CONSTRUCTION LIMITS " �,� C I W -Z' EMOVE EXISTING +673.5 OR- 20.5 RT. ( }� 0 c II HOLE AND PIPE RESET EXIST LIGHT POLE STR. W. 99 +625.0 ON NEW FOU DA ON LEGEND - f 1 I , INLET TYPE C-15 MOD. AND \ I Z C 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS + ( � - 18.6m 450 mm PIPE REQ'D. A. 1+676 " R-A" - .4 m RT. J I I C1 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS J C SIG STRAIN STR. N0. 9 +560.0 INLET TYPE C-15 MOD. AND 150 mm COMPACTED AGG. FOR BASE TYPE %r, No. 53 / STR. NO. 101 +645.0 N \ �Y Y t° � v / \ ' ' � 63.7 m 450 mm PIPE REQ'D. 240 k9/m2 HMA FOR APPROACHES ON " / INLET TYPE C_O", No. 53 6.6 m 450 mm PIPE REQ 15 MODIFIED AND \ 100 mm COMPACTED AGG. FOR BASE TYPE D. \ ( o- o D1 240 k9/m2 HMA, TYPE A, APPROACHES ON w b 200 mm COMPACTED AGGREGATE No. 53 BASE I Z \ I1 I En D2 830 kg/m2 HMA, TYPE A, APPROACHES STR. NO. 104 +663.0 03 VARIABLE DEPTH HMA, TYPE A, APPROACHES RO QC/QA HMA FOR RESURFACE INLET TYPE 50 mm PIPE EQ D. AND J FO 100 mm CONCRETE SIDEWALK 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON STR. NO. 11 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON MANHOLE TYPE C-4 AND O 90 50 kg/m2 HMA TYPE A, INTERMEDIATE ON 1 VARIABLE DEPTH HMA, TYPE B, WEDGE AND LEVEL 92.3m 600mm PIPE REQ'D m g/ A, 0 CONCRETE CURB 150 mm COMPACTED AGGREGATE, No. 53, BASE t5 COMBINED CONCRETE CURB & GUTTER I I KO 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON O STR. NO. 103 +653.0 0 150 kg/m2 QC/QA HMA 3, 76, INTERMEDIATE 19.0 mm, ON © CONCRETE CENTER CURB, TYPE "D" INLET TYPE C-15 MODIFIED AND �) 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 8.6 m 450 mm PIPE REQ D. I` 0 140 k9/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 26 SODDING Q 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON CONCRETE CURB RAMP I SUBGRADE TREATMENT TYPE A (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) 0 0 N �� """""' ,, HORIZONTAL SCALE BRIDGE FILE LO o ,,�\\c,�P�l. F��L�;�% RECOMMENDED INDIANA 1:200 o A & F ENGINEERING COO , LLC ;�, ,��G�STFR�6 F-% FOR APPROVAL � �� VERTICAL SCALE DESIGNATION 00 DEPARTMENT OF TRANSPORTATION °' - ` N0. 20660 '- DES N ENGI ER DATE 1:200 9980510 00 CONSULTING ENGINEERS = = STATE - o i -a of P �\ DESIGNED: A & F DRAWN: JDD/MAP/LBJ SURVEY BOOK SHEETS X 8425 Keystone Crossing, uite 200 Indianapolis, IN. 46240 (317) 202-0864 �F " � ' A ' G��` �' CONSTRUCTION DETAILS 21 of 49 0o y g, , p S ONTRACT PROJECT SIONk 1EN����` CHECKED: MJF CHECKED: MJF LINE "PR-9 R-26586 DEM-IN48 (031) X CU u ! v ! E O Q II I o Ii < ! I ! �40 ( i ! iI CD o 3 iI 0 3 �o II Q W 600mm dog ww�gv ID 0 n 0 cu D z C STR. NO. 113 874.6 .7 LEFT END PROJECT P. MANHOLE TYPE C-4 AND 3.Om 600mm PIPE & P.O.T. ST . 1+685.817 PR—A = !1 PIPE SECTION REQ'D P.O.T. ST 1+685.817 »A» 0.2 m LT. R. 0. 11 — " MANHOLE TYPE C-4 AND P.O.T. 4+860.000 '*PR—K» 93.7m 600mm PIPE REQ'D m �d END SURVEY ! LINE "PR—K" STA 1+700.000 LINE 'A' S0' 05' 26" W JLEGEND -- - - - �C 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS P.O.T. STA. 1+705.865 PR—A" = C1 150 mm CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS P.O.T. STA. 5+000.000 wPR—Kw = 150 mm COMPACTED AGG. FOR BASE TYPE "Cr, No. 53 P.O.T. STA. 1+705.865 »A» 0.2 m LT. �D 240 kg/m2 HMA FOR APPROACHES ON 100 mm COMPACTED AGG. FOR BASE TYPE *Cr, No. 53 01 240 kg/m2 HMA, TYPE A, APPROACHES ON 200 mm COMPACTED AGGREGATE, No. 53, BASE D2 830 kg/m2 HMA, TYPE A, APPROACHES D3 VARIABLE DEPTH HMA, TYPE A, APPROACHES ® QC/QA HMA FOR RESURFACE Q 100 mm CONCRETE SIDEWALK 90 kg/m2 QC/QA HMA 3, 76, SURFACE 9.5 mm, ON 150 kg/ff� QCQA HMA 3,© 90 kg/m2 HMA, TYPE A, SURFACE, ON VARIABLE DEPTH HMA, TYPE B,�WEDGE MAENDD X9.0 mm, ON ! 150 kg/m2 HMA, TYPE A, INTERMEDIATE, ON 13 CONCRETE CURB � K 90 kg/m2 m COMPACTED AGGREGATE, No. 53, BASE �5 COMBINED CONCRETE CURB & GUTTER 0 150 km2 QC/QA HMA 3, 76, INTERMEDIATE n19 mm, ON ON Q 240 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON © CONCRETE CENTER CURB, TYPE "D" 0 140 kg/m2 QC/QA HMA 5, 76, INTERMEDIATE C19.0 mm, ON 26 SODDING 0 210 kg/m2 QC/QA HMA 3, 64, BASE 25.0 mm, ON 0 CONCRETE CURB RAMP SUBGRADE TREATMENT TYPE A o (TYPE IS INDICATED BY LETTER INSIDE HEXAGON) N \� 1 00 0 0 N o \P� I IJ���F/ HORIZONTAL SCALE BRIDGE FILE rn A �i INDIANA lJV F ENGII'�TEERING CO . LLC �G�. �,'srR ,�G'F% RECOMMENDED -j ;? AD A *Tw 1:200 00 C)0 0 �;'�� Fo FOR APPROVAL ( - DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION °' � No. 20660 �= = D IG EN , NEER DATE 1:200 9980510 00 CONSULTING ENGINEERS = STATE - SURVEY BOOK SHEETS Z = of P ; DESIGNED: A & F DRAWN: JDD/MAP/LBJ CONSTRUCTION DETAILS 22 of 49 X j�0� '.,ND I p, ��\ w 0 8425 Keystone Crossing, Suite 200, Indianapolis, IN. 46240 (317) 202-0864 %,FssjoNAL ECG\ \ CHECKED: MJF CHECKED: MJF LINE "PR—A» CONTRACT PROJECT R-26586 DEM-IN48 (031) 0 0 0 00 0 0 BEGIN PROJECT P.O.T. STA. 0+687.000 STA. 0+691 "PR-Ar. P.O.T. STA. 0+687:000 A 0.9 m LT. R3-7 R ------------------------------@-*'--�------------------------- STA. 0+917 "PR-A' R2-1 (30) At. 46 f + 00 63 45 46 - 63 — 116TH STREET C�+` (4)8 / 'i M W 47 LO 46 00 F o6 wi oo cy) ------ 63 + co + + C-� 47 -i 48 48 ................ - -- - -- - - -- - - - - - - - - - op- I ............. (E3 63 STA. +7 5 "PR-A. w L - - - STA.- U-10- "PR-A" �� ADO A TREET P11 45 R1-1 65 65 O 04 Z < (4-7) z 46 STA. 1+028 "P -A" 47 Uj �?r R1-1 STA, 1+209 *PR- 4 7 C.) n63 45 cq R1-1 45 40 STA. 1+260 "PR-A' 45 n63 T R2-1 (30) C \14 ............................... co 40 4 cli CN K) o6 c� 45 r) Lq C) C1 16TH STREET - 0, cc (63 c� 6 --= %-- " n (6 3)/' 'oe - 04 — 0— --- - r-i (0 r-r) 0) --9 - --(9k C) C) 6 -a -Z@ CMS 40 0) + + -4- 0447) PO r C) + + 47 9n- + (4 6Y rn t6 45 (47/ + C �6�3 C14 46 r-i m C) PO -fl46v 116TH STREET 63 —Lo 2.8 C'41 119 W�- — 0) M + + 0-011�'- n' Lo + 63 'i - C14�11.' r-i 63 CN -4 Pr) L6 3N + �'I' + 63 40 3 63 + STA. 1+080 "PR-A" U3 (63) 7 STA. 1+340 "PR-A" 4.) R2-1 (30) co A N 1 41 ff R2-1 30) in (R < 47 + "PR-A" Pq Uj LEGEND STA, 1+054 "PR-gl 65 R1A'11+ os2 h'2 46 0- R2-1 (25) 17 EXISTING GROUND MOUNTED SIGN REMOVED AND RESET. 150 mm CROSSWALK LINE, SOLID WHITE, THERMOPLASTIC TRANSVERSE MARKING LEGEND C-� 3.6 600 mm WHITE STOP LINE, THERMOPLASTIC SILT FENCE 0i CURB INLET PROTECTION CD 46 100 mm SOLID WHITE THERMOPLASTIC LINE I 0 47 100 mm SOLID YELLOW THERMOPLASTIC LINE 65 DROP INLET PROTECTION 48 100 mm BROKEN WHITE THERMOPLASTIC LINE CD PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, LANE INDICATION ARROW PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, WORD "ONLY' HORIZONTAL SCALE BRIDGE FILE A, CD RECOMMENDED INDIANA 1:500 co ,"G\ST A & F ENGINEERING C O . 5 Lo L C FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION CD ,,D NGINE DA N/A 9980510 CONSULTING ENGINEERS :-'i No. 20660 STATE OF DESIGNED: A & F DRAWN: JDD/MP/LBJ PAVEMENT MARKING, EROSION CONTROL SURVEY BOOK SHEETS V" ' X CO 23 1 of 49 8425 Keystone Crossing Suite 200, Indianapolis, IN. 46220 (317) 202-0864 & SIGNING DETAILS CONTRACT PROJECT w Q1 '1'11'11�81ONk CHECKED: MJF CHECKED: MJF X LINE " PR-9 R-26586 DEM-IN48 (031) N °- o° o 0 ± + ++ END PROJECT P.O.T. STA. 1+685.817 P.O.T. STA. 1+685.817 "A 0.9 m LT. 64 71 7 STA. 1+610 "PR-9 STA. 1+491 "PR—A" 1+ 4 " 17 ADOPT A STREET " " R11-1 45 47 STA. 5 0 PR—A T 1 "PR— R2-1(30) SR5—I1 116TH STREET o s3 63 — 63 — Ki 116TH STREET 4 k o6 M � N,Jt cd 48 63 M — — — 63— — M — — 48 — — — — N — — — , + —0 45 4 [;;;LEEGEND z ZE 14 r�i 63 0 40 GEND 17 EXISTING GROUND MOUNTED SIGN REMOVED AND RESET. v Q 62 SILT FENCE 47 45 (11 STA. 1+620 "PR—A' w 40 150 mm CROSSWALK LINE, SOLID WHITE, THERMOPLASTIC TRANSVERSE MARKING 63 CURB INLET PROTECTION �� R3-7(R) O O 0 45 600 mm WHITE STOP LINE, THERMOPLASTIC 64 CULVERT PIPE PROTECTION "PR—A" s. 46 100 mm SOLID WHITE THERMOPLASTIC LINE R1-1 Y ti I 47 100 mm SOLID YELLOW THERMOPLASTIC LINE 48 100 mm BROKEN WHITE THERMOPLASTIC LINE +1 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, LANE INDICATION ARROW E h I PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, WORD "ONLY' k O O 00 c CC I II II � � I i I � I I I I I I I I i I I I I I I I N + .0 I C° w 45 r U 48 J LL. / Y j I I � � I I I � I � � I I i N 0 1 �F I 0 0 0 Ln 3 Q VAA��IIIII / J HORIZONTAL SCALE BRIDGE FILE ON A ENGINEERING RECOMMENDED INDIANA 1:500 co Q` `�'r F L • • ® FOR APPROVAL VERTICAL SCALE DESIGNATION DEPARTMENT OF TRANSPORTATION D G ENG EER DA E NSA 9980510 Ico CONSULTING ENGINEERS _ NoSTATE Z p�/ p �p ° of P DESIGNED: A & F DRAWN: JDD/MP/LBJ PAVEMENT MARKING, EROSION CONTROL ROL SURVEY BOOK SHEETS 8425 Keystone Crossing Suite 200, Indianapolis, IN. 46220 (317) 202-0864 '� �Fs"'��°�I���� ''��� �� 24 of 49 �`� � & SIGNING DETAILS S� ��1 pp CONTRACT PROJECT w Q1 �'��, 4NAL \\ CHECKED: MJF CHECKED: MJF LINE oD—A» R-26586 DEM-IN48 (031) ry �� lllllllllll\\ X N r SHEET SIGN & POST SUMMARY SIGN POST ENCAPSULATED LENS ENCLOSED LENS SQUARE MILE POST MARKER TABLE PLAN SIGN SIGN METAL THICKNESS METAL THICKNESS U CHANNEL SIGN SIZE AND AND 50.8 x 50.8 x 2.66 57.2 x 57.2 x 2.66 63.5 x 63.5 x 2.66 SHEET No. LOCATION CODE (mm) SIGN AREA/m2 SIGN AREA/m2 /LINE (STA. or MP) REINFORCED REINFORCED UNREINFORCED M.P. LOCATION SIGN SIZE POST LENGTH 2.03 2.54 3.18 2.03 2.54 3.18 POST LENGTH(m) POST TYPE POST LENGTH (m) POST LENGTH (m) POST LENGTH (m) N0. CODE (m) MARKS 1 2 T e "A" T e "B" 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 23 J"PR-A" 0+691 R3-7(R) 750 X 750 0.563 3.0 3.0 0+775 ADOPT A ST. 1200 X 1050 EXISTING 3.3 3.3 6.6 0+852 Rl-1 750 X 750 0.563 3.0 3.0 0+917 R2-1(30) 600 X 750 0.450 3.0 3.0 1 +028 Rl-1 750 X 750 0.563 3.0 3.0 1 +054 R2-1(25) 600 X 750 0.450 3.0 3.0 1 +062 Rl-1 750 X 750 0.563 3.0 3.0 1 +080 R2-1(30) 600 X 750 0.450 3.0 3.0 1 +209 Rl-1 750 X 750 0.563 3.0 3.0 1 +260 R2-1(30) 600 X 750 0.450 3.0 3.0 1 +340 R2-1(30) 600 X 750 0.450 3.0 3.0 24/"PR-4" 1 +491 Rl-1 750 X 750 0.563 3.0 3.0 1 +540 R2-1(30) 600 X 750 0.450 3.0 3.0 1 +606 Rl-1 750 X 750 0.563 3.0 3.0 1 +610 ADOPT A ST. 1200 X 1050 EXISTING 3.3 3.3 6.6 1+620 R3-7(R) 750 X 750 0.563 3.0 3.0 1+650 SR5-I1 600 X 600 0.360 3.0 3.0 �S Y N O 14" 9 r Z 0 U) H W W 2 TOTALS 7.564 13.2 45.0 x z F- HORIZONTAL SCALE BRIDGE FILE _ d i J" F/�°°°'% RECOMMENDED �/ INDIANA NONE 1L � elf L� � �C� �sr ,,�G' FOR APPROVAL 7 g/;z�'��� �° =� = DESI ENGIN R ATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NONE 9980510 �; O N E v v E _ No. 20660 = __ ° E EI E " E ' I E EEE SHEET I - STATE SURVEY BOOK SHEETS 00 DESIGNED: A & F DRAWN: KWH SIGN of 24A of 49 400 8428 Keystone Crossing, .quite 200, Indianapolis, II`J . 48240 21 202 086 '���°�' ��"ANP�``�``�.�'�\ AND ,FSS �G���� CONTRACT PROJECT N %,,���NAL,� ����e° CHECKED: MJF CHECKED: DMC POST SUMMARY R-26586 DEM-IN48 (031) ;ti SUMMARY OF QUANTITIES AND APPROACH TABLE V� II I I I m C) HMA FOR: w Z SURFACE GRADE w HMA FOR ROADS cw7 COMPACTED z H z a o BEYOND RAW LINE DESCRIPTION w z (LESS THAN p v A ,� AGGREGATE COMPACTED Q � w � w z Q WIDTH LENGTH a RADII o EXCAVATION w � �✓, w AGGREGATE w w > w > .� w x M LOCATION (APPROACH v 10/o NOT ,y 0 > NO. 53 u 0 w v u cn pa as (STATION) TYPE OR z SHOWN) x 94 w N0. 73 o �; a. as � ° a "' w x P4 SURFACE INTERMED. BASE INT.C BASE w U BASE u w z w z z z o .y H CLASS � `� 2 � � P4 H 00 04 0 o4 b � o Q Kg/ x � w z "W" "L" "R" 1 2 m3 90 150 240 140 210 100 mm 150 mm 200 mm �" a p"' o m m m m % % CUT FILL m2 M ma 2 a 2 2 2 2 2 2 2 Mg Mg Mg Mg Mg Mg Mg m Mg Mg Mg Mg Mg Mg Mg m m Mg Mg m m m m m m LINE "PR-A" 0+703.5 LT. CL. III DRIVE 15.0 10.1 3.3 6.0. 61.8 171.7 71.3 0+710.7 RT. CL. III DRIVE 10.2 9.6 6.0 3.0 116.4 22.7 0.03 27.0 75.0 116.4 0+756.8 RT. CL. I DRIVE 5.1 17.7 6.1 56.5 13.6 3.0 0.13 0.01 13.6 37.9 56.5 0+818.0 LT. CL. III DRIVE 14.5 21.0 3.3 6.0 117.9 327.4 118.1 0+841.0 RT. STREET APPROACH 6.8 20.5 10.0 lo.0 178.6 148.2 0.13 0+842.1,21.4 RT. CL. I DRIVE 4.7 5.8 3"0 2.9 42.0 15.8 0+848.3, 17.3 RT. CL. I DRIVE 3.8 13.4 2"4 68.1 40.5 2.0 0+926.5 RT. CL. I DRIVE 3.6 12.6 6.1 3.0 62.7 0+976.7 RT. CL. I DRIVE 5.4 11.8 6.1 3.0 16.1 3.9 0.04 0.01 3.9 64.5 16.1 1+036.0 LT. STREET APPROACH 9.4 10.6 l7 148.3 123.1 0.11 1+057.7 RT. STREET APPROACH 5.0 10.5 10'0 lo.0 101.6 84.3 0.08 1+116.2 RT. CL. I DRIVE 5.3 14.6 6.1 3.5 26.0 6.2 0.06 0.01 6.2 69.5 26.0 1+174.9 RT. CL. I DRIVE 3.4 12.2 6.1 3.0 8.3 2.0 0.02 0.01 2.0 1 54.3 8.3 1+190.2 RT. CL.I DRIVE MOD 9.7 11.0 6.1 20.1 4.8 3.0 0.05 0.01 4.8 121.2 20.1 1+217.6 LT. STREET APPROACH 11.4 10.9 10.0 10.0 172.2 142.9 0.13 1+256.0 RT. CL. I DRIVE 4.7 11.2 6.1 3 0 1.1 0.3 0.00 0.3 74.9 1.0 3.0 1+262.9 RT. CL. I DRIVE 4.7 9.2 6.1 46.3 3.9 1+320.2 LT. STREET APPROACH 11.2. 9.5 1 175.1 145.3 1 0.13 1+321.7 RT. STREET APPROACH 11.2 6.6 10.0 10.0 198.6 164.8 0.15 1+500.6 LT. STREET APPROACH 13.5 8.4 7.8 7 g 143.3 118.9 0.11 1+596.0 LT. CL. III DRIVE 13.3 10.0 4.7 30 6.0 69.5 16.7 0.16 0.02 33.4 83.8 69.5 1+598.9 RT. STREET APPROACH 9.6 6.3 9"3 9.3 91.0 75.5 0.07 PATH 155.6 1 270.1 4.01 0.43 1 703.8 MAINLINE 1563.9 2606.8 2257.7 2025.1 1856.0 841.9 1 15.28 TOTAL 1522.7 1073.2 1719.5 2876.9 2257.7 2025.1 1856.0 841.9 4.47 16.72 734.6 206.7 33.4 1299.3 313.9 249.6 N O co O co -T---------------- m J LL J x �""' ""'� HORIZONTAL SCALE BRIDGE FILE ,,,,,,,, F�,� , RECOMMENDED INDIANA NONE 9 ,.��� RFO.; ��,; FOR APPROVAL DESI ENGI R �� DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 00 \` T T - No. 2066 NONE 9980510 FIN CONSULTING ING EN � 1NE- � RS _ STATE _ 00 DESIGNED: A& F DRAWN: MJF-LBJ SURVEY BOOK SHEETS ,o �� 25 of 49 8425 Ike stone Crossing, 200 Indiana olis, IN . 46240 317 2.02- 0864 '.�� "D'RNP'``,C��'�� APPROACH TABLE y g 9 p J '''�FsS/ ENGN CONTRACT PROJECT '� OIUAL ���`` CHECKED: MJF CHECKED: MJF 7-(0- , 5 STP-8886 ( ) N F , _ UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS 0+718 61 53.7 11 .7 +0.20% 248-888 N 13 248.62 SPECIAL GRADE REQ'D 0+779 249.774 N STA 0+771 TO 0+779 0+779 249.774 N SPECIAL GRADE REQ'D 0+806 14 12.3 2.7 -0.20% 249.650 N SPECIAL GRADE REQ'D 0+820 249.610 N 20A 249.537 STA 0+814 TO 0+820 0+821 15 13.2 2.9 +0.20% 249.633 y 0.5 0+820.5 20A 249.537 0.1 SPECIAL GRADE REQ'D 0+836 249.675 N STA 0+821 TO 0+827 0+860 249.875 N 0+860 74 65.1 14.2 +0.20% 249.853 N 33 249.707 SPECIAL GRADE REQ'D 0+934 250.779 N STA 0+924 TO 0+934 0+934 81 71 .3 15.6 -0.20% 250.779 N SPECIAL GRADE REQ'D z 1 +015 249.808 N 40 249.795 STA 0+934 TO 0+942 Uj w 1 +015 249.830 N g 1 +060 249.537 y 1 0.5 1 +060.0 48 249.328 0.1 ui 1 +060 249.537 N 53 249.129 0.1 1 +105 40 35.2 7.7 249.329 N 1 +189 249.210 N 1 +233 18 15.8 3.5 -0.20% 249.099 N SPECIAL GRADE REQD 1 +251 249.061 y 1 0.5 1 +251 .0 67 248.787 0.1 STA 1 +238 TO 1 +251 1 +270 249.102 N STA 1 +251 TO 1 +264 LO 1 +335 249.316 N � U) Outlet Station Location of Outlet Pipe Outfall at Outlet Protector or Connection to Drainage Structure HORIZONTAL SCALE BRIDGE FILE RECOIVIMENDED-� INDIANA NONE w FOR APPROVAL VERTICAL SCALE DESIGNATION DEPARTMENT OF TRANSPORTATION NONE No. 20660 00 STATE SURVEY BOOK SHEETS 0) DESIGNED: A&F DRAWN: MJF OF 26 of 49 e, N CONTRACT PROJECT Go 0) CHECKED: MJF CHECKED: MJF R-26586 DEM-IN48 (031) UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS cn a) c Type 4 Pipe _L O 0 0 0 = Location _ _ a� _ _ > w cu m Cr J L a) a) O J a) tL I w N O N L Q a) p >1 m a)N O O 70 -0 � 0C ,a) W � W U Z H CU = CD a) IZ O- � Z O O c � � N v v CU c E E x 72 M -a o uw C w c 0 C w r E O CU J P = o > L a) a) CU E a) L Q) L �.- ca N }, � - N �. O a O Z - O O +-. a.., a) a) tT L +-� 0 a) < U a) .�, .+� N N '2 E �-+ -4." O -F-� .�.., a) a) 0 j O O J J � o a) C 0) Q 7 Q) � � 0) o to W CU w a) v 00 L C- CL a� c a) a) r r 0 Q 2 U) a) O c U N N N I c U U m to 2 N N cts ca � vO c = � D (m) (m) (m2) (m3) (Mg) % 0 ILL (Y/N) U o � (m) O O O z o �'' o p"' m3 (M } REMARKS cv (-) w cn ( ) g O O O 2 O 1 +335 45 39.6 8.6 249.316 Y 1 0.5 1 +334.8 78 249.133 0.1 1 +380 249.631 N 1 +380 249.631 Y 1 0.5 1 +380.0 82 249.014 0.1 SPECIAL GRADE REQ'D 1 +461 81 71 .3 15.6 +0.20% 250.030 N + + STA 1 429 TO 1 461 1 +461 59 51 .9 11 .3 -0.20% 250.030 N SPECIAL GRADE REQ'D w 249.821 y 1 0.5 1 +519.9 89 248.738 0.1 STA 1 +461 TO 1 +495 ~ 1 +520 w 1 +520 60 52.8 11 .5 249.821 N CL 1 +580 249.180 Y 1 0.5 1 +580.0 93 248.620 0.1 U- 0 0 1 +580 55 48.4 106 249.180 N 1 +635 . 247.971 Y 1 0.5 1 +635.0 100 247.613 0.1 w 1 +635 18 15.8 3.5 247.971 N SPECIAL GRADE REQ'D 1 +653 247.869 Y 1 0.5 1 +653.0 102 247.580 0.1 STA 1 +649 TO 1 +653 1 +653 12 10.6 2.3 247.869 Y 1 0.5 1 +653.0 102 247.580 0.1 SPECIAL GRADE REQ'D 1 +665 247.916 N STA 1 +653 TO 1 +657 1 +665 15 13.2 2.9 +0.20% 247.916 Y 1 0.5 1 +665.0 105 247.559 0.1 1 +680 247.946 N 0+720 59 51 .9 11 .3 +0.20% 248.940 N 16 248.61 SPECIAL GRADE REQ'D 0+779 249.774 N STA 0+771 TO 0+779 0+779 26 22.9 5.0 -0.20% 249.774 N SPECIAL GRADE REQ'D 0+805 249.654 N 19 249.041 STA 0+779 TO 0+788 0+805 15 13.2 2.9 -0.20% 249.677 N SPECIAL GRADE REQ'D w 0 +820 249.634 Y 1 0.5 0+820.5 19 249.041 0.1 STA 0+814 TO 0+820 > 0+821 249.634 Y 1 0.5 0+820.5 21 249.365 0.1 SPECIAL GRADER REQ'D � 0+830 9 7.9 1 .7 +0.20% 249.653 N U- STA 0+821 TO 0+827 O w 0+830 30 26.4 5.8 249.631 N 22 249.551 0 u) 0+860 249.853 N 0+860 74 65 1 0 249.853 N 34 249.777 SPECIAL GRADE REQ'D 0+934 14.2 +020 /0. 250.779 N STA 0+924 TO 0+934 0+934 66 58.1 12.7 -0.20% 250.779 N SPECIAL GRADE REQ'D 1 +000 250.010 N 36 249.997 STA 0+934 TO 0+942 9 1 +000 35 30.8 6 7 250.010 N N LO 1 +0311 5 249.633 N 41 249.620 fV D U) Outlet Station = Location of Outlet Pipe Outfall at Outlet Protector or Connection to Drainage Structure x z p \\ iiiirrrri ,, HORIZONTAL SCALE BRIDGE FILE RECOMMENDED INDIANA NONE FOR AP �I O PROVAL VERTICAL SCALE DESIGNATION DESIG; ENGINE DA E DEPARTMENT OF TRANSPORTATION No. 20660 C) _ NONE 00 STATE BOOK SHEETS F DESIGNED: A&F DRAWN: MJF %��° ;ao„ANP,.°'�L\�., UNDERDRAIN TABLE 27 of 49 ��'',FSS/� E�1G\�,���� CONTRACT PROJECT / NAL��� ' CHECKED: MJF CHECKED: MJF N R-26586 DEM-IN48 (031) F UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS -� Type 4 Pipe C: o W c Q. o � o o U c o Location"E > : co m F a) Cn o Q 4" o Z p W 70 L f- E E x -2 0) � o W a = c � � E ° > 0 -' a � z o : o -w 4" 0) .2 E E a) 2 0 U � 'CU a) � a� cu -a E � � � O �"' J a� L O O Uj cu FL a) 0 (m) (m) � � N V � 0 N O � Cr -(m2 (m (Mg) / (Y/N) . lt z 3 REMARKS U) � O O O o "a v co w (m (M9) O O O m 2 O 1 +035 37 32.6 7.1 249.633 N 1 +072 249.459 N 50 249.295 1 +072 35 30.8 6.7 249.482 N 1 +107 249.320 Y 1 0.5 1 1 +107.0 54 249.141 0.1 1 +107 33 29.0 6.3 249.320 N 1 +140 249.177 Y 1 0.5 1 +140.0 58 249.061 0.1 1 +140 14 12.3 2.7 -0.20% 249.177 N SPECIAL GRADE REQ'D 1 +154 249.148 Y 1 0.5 1 +154.0 61 249.019 0.1 STA 1 +143 TO 1 +154 1 +154 12 10.6 2.3 +0.20% 249.147 Y 1 0.5 1 +154.0 61 249.019 0.1 1 +166 249.171 N 1 +166 23 20.2 4.4 +0.20% 249.164 Y 1 0.5 1 +166.0 62 248.995 0.1 1 +189 249.210 N ►- 1 1 +218+189 29 25.5 5.6 -0.214% 249.210 N w > 1 +218 249.148 N a- 1 +237 19 16.7 3.6 249.089 Y 1 0.5 1 +237.0 66 248.821 0.1 U- 0 0 1 +237 15 13.2 2.9 -0.20% 249.089 N cn 1 +252 249.059 Y 2 3.0 1 +253.0 70A 248.766 0.6 1 +255 249.046 14 12 ° N 70 248.929 SPECIAL GRADE REQ'D 1 +269 .3 2.7 +0.20 /0 249.076 N + + STA 1 255 TO 1 264 1 +269 28 24.6 5.4 249.076 N 72 248.953 1 +297 249.160 N 1 +297 42 37.0 8.1 249.160 N 74 249.037 1 +339 249.336 N 1 +340 25 220 48 249.340 Y 1 0.5 1 +339.8 79 249.288 0.1 1 +365 . . 249.506 N 1 +365 60 52.8 11 .5 249.506 Y 1 0.5 1 +365.0 80 249.190 0.1 1 +425 249.949 N 1 +425 36 31 .7 6.9 +0.225% 249.949 Y 1 0.5 1 +425.0 84 249.013 0.1 1 +461 250.030 N U- 1 +461 250.030 N 35 30.8 6.7 -0.209% Ob 1 +496 249.957 Y 1 0.5 1 +496.0 86 248.839 0.1 M 0 Outlet Station = Location of Outlet Pipe Outfall at Outlet Protector or Connection to Drainage Structure J x Z J S HORIZONTAL SCALE BRIDGE FILE �GrFR�' �'i FOR APPROVAL INDIANA NONE DESIG N INE DATE DEPARTMENT OF TRANSPORTATION g VERTICAL SCALE DESIGNATION No. 20660 _= 0) � - NONE C) = = SURVEY BOOK SHEETS off'=, �R F NP \\ DESIGNED: A&F DRAWN; MJF N�``,��' UNDERDRAIN TABLE 2$ of 49 00 "SOVAL E�G�`� CHECKED: MJF CHECKED: MJF CONTRACT PROJECT R-26586 DEM-IN48 (031) UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pipe Cn a 0 �, 0 0 0 Location Cn _ > > > s... N E - E C - -� N N 0 _l 4) t0 N N � O N CL N ) O >1 I w O U v z F- '+- tt� L O �.r O U a-+ O C C E E z2 � � o � w C �- _ c � � E � > � a Oz c o - 0 0 _ CD EE +� N L N U N (U N {.., .� N N E +� -&-� O -,.� {., N N p U L i- J J 72 O O O -0 0) -0 Q N C i +., U U 2 L- (D p (n w f0 O U L- �- � Q Q. IZ N N O U� D Q D = t!} N O C " U T-LO N N N C U U m to = N N _CU Cn 0 C:(m) (m) % - (Y/N) 3(Mg) U- _ U 1 ) O O 0 z o 1 c i (m (Mg) O O O 5 2 O REMARKS 1 +496 64 56.3 12.3 249.957 N 1 +560 249.463 Y 1 0.5 1 +560.0 92 247.973 0.1 1 +560 65 57.2 12.5 249.463 N 1 +625 248.046 Y 1 0.5 1 +625.0 99 247.655 0.1 0 1 +625 248.046 N o w 1 +645 20 17.6 3.8 247.826 Y 1 0.5 1 +645.0 101 247.611 0.1 Fn w z Q 1 +645 247.826 N SPECIAL GRADE REQ'D 00- 1 +653 8 7.0 1 .5 -0.20% 247.803 Y 1 0.5 1 +653.0 103 247.596 0.1 STA 1 +649 TO 1 +653 1 +653 10 8.8 1 .9 +0.20% 247'803 Y 1 0.5 1 +653.0 103 247.596 0.1 SPECIAL GRADE REQ'D 1 +663 247.837 N STA 1 +653 TO 1 +657 1 +663 17 15.0 3.3 +0.20% 247.837 Y 1 0.5 1 +663.0 104 247.574 0.1 1 +680 247.871 N N O N N LO Outlet Station = Location of Outlet Pipe Outfall at Outlet Protector or Connection to Drainage Structure J x Z ,� HORIZONTAL SCALE BRIDGE FILE ��.�`��P�` ,j; F/�`'%,� RECOMMENDED �/1. INDIANA NONE w srF C °% FOR APPROVAL / D z ' �'`�� R�° -`F� ' DESIGN NGI EER DAT DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION _" No. 20660 NONE 0 � STATE SURVEY BOOK SHEETS 00 o ® �,°; of DESIGNED: A&F DRAWN: MJF 29 of 49 ��\ (��p - ; UNDERDRAIN TABLE � ��C�� \ CONTRACT PROJECT co R-26586 DEM-IN48 (031) � '�,,,,`�ONA����\����� CHECKED: MJF CHECKED: MJF N LOCATION w FLOW LINE STRUCTURE DATA w u� a MANHOLE, INLET _z I-- = O Um STATION = p CATCH BASIN, OR w v I-• ' � 0WJ wci Fw-- � oz �. o O GRATED SAFETY F- O � w C7 SIZE w UP DOWN w w Q w 0 I- - w z _j w SPECIALTY z Y > > w i_- z = Y = � � � IX = w - �c METAL v z REMARKS z v STRUCTURE J U) O STREAM STREAM W ._, O U W O � U w a z v w v BOX END w m � °° 0m wR OQ a' w SECTION END z � w m U o- SECTION z c i O m m ELEV. ELEV. YR. 3 v m M9 EA. EA. TYPE SLOPE EA. SLOPE EA. 10 0+687.0 X EXISTING PIPE 11 0+703.5 X EXISTING PIPE NO CHANGE NO CHANGE 12 0+717.6 X EXISTING INLET AND PIPE REMOVE EXISTING INLET & 1 .6 m PIPE 13 0+717.6 X INLET TYPE B-15 248.64± 14 0+719.0 X EXISTING MANHOLE PLACE ON EXISTING PIPE 15 0+719.2 X EXISTING INLET AND PIPE ADJUST CASTING TO GRADE REMOVE EXISTING INLET AND PIPE 16 0+720.0 X 300 mm 2 INLET TYPE 13-15 1 .7 0.3 248.870 248.450 75 NON-ABR. 7.0 1 p.g 17 0+805.5 X INLET TYPE C-15 14 ==F=- 248.64± PLACE ON EXISTING PIPE 18 0+805.6 X EXISTING INLET AND PIPE REMOVE EXISTING INLET & 1 .3 m PIPE 19 0+805.0 X 300 mm 2 INLET TYPE C-15 MOD. 16.3 0.5 249.041 248.666 75 NON-ABR. 7.0 1 11 .1 17 20 0+818.0 X EXISTING PIPE 20A 0+820.5 X NO CHANGE 300 mm 2 INLET TYPE R-13 10.4 0.3 249-537 249.485 75 NON-ABR. 7.0 1 5.0 25 21 0+820.5 X 300 mm 2 INLET TYPE C-15 MOD. 14. 1 0.5 249.365 249.041 75 NON-ABR. 7.0 1 9,6 19 22 0+830.0 X 300 mm 2 INLET TYPE B-15 MOD. 8.1 0.3 249.551 249.365 75 NON-ABR, 7.0 1 3.9 23 0+830.2 X EXISTING PIPE 21 NO CHANGE 24 0+832.8 X EXISTING PIPE REMOVE EXISTING PIPE 25 0+832.0 X 375 mm 2 MANHOLE TYPE C-4 6.2 1 .6 248. 130 248.050 75 NON-ABR. 7.0 1 13.1 1 26 0+836.0 X 375 mm 2 INLET TYPE C-15 MOD. 2.9 0.3 24 9.564 249.541 75 NON-ABR. 7.0 1 1 .7 25 27 0+840.4 X EXISTING PIPE REMOVE EXISTING PIPE 28 0+842.0 27.7 300 mm 2 INLET TYPE P-12A 10. 1 0.3 250.025 249.950 75 NON-ABR, 7.0 1 4.9- 31 29 0+842.2 X EXISTING PIPE REMOVE EXISTING PIPE 30 0+850.2 X EXISTING PIPE REMOVE EXISTING PIPE 31 0+851 .2 21.5 375 mm 2 INLET TYPE P-12A MOD. 15.0 0.3 24 9.950 249.912 75 NON-ABR, 7.0 1 8.6 N 34 32 NOT USED 0 33 0+860.0 X 375 mm 2 INLET TYPE C-15 MOD. 22.6 0.4 249.707 249.564 75 NON-ABR. 7.0 1 15.4 26 34 0+860.0 X 375 mm 2 INLET TYPE C-15 17.4 1-0.4 J 249.777 249.707 75 NON-ABR. 7.0 1 11 .8 Q 33 0 co A & ENGINEEPING CO . r ���`����PE........ F// RECOMMENDED - - HORIZONTAL SCALE BRIDGE FILE INDIANA hl �G � ' SST ' /� �! NA ONE 9 ,`���� FRFO;��'; FOR APPROVAL cn I N FIN __ DES! N E GIN R ATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 00 ��I G G _ No. 20660 o � � �� � � � �� G � �� � � I \ � N co - STATE ONE - = 99$0510 °' ` DESIGNED: A&F DRAWN: MJF !SURVEY BOOK SHEETS 3425 Keystone Srossin Su4e ,i 4 Ag X00 Indiana oI s If' =-tb24,� r �''��SS�yNAi ``\ CHECKED: MJF CHECKED: MJF STRUCTURE DATA ONTRACT PROJECT R-26586 DEM-IN48 (031) LOCATION FLOW LINE STRUCTURE DATA w z �- o w V MANHOLE, INLET, _ w J o O J W a- H w o z SAFETY ~ f- V) �- U O H - w p z p GRATED �- m u = CATCH BASIN OR w UP DOWN w w Q �- u- w - METAL U z STATION w p_ O SIZE �' O w > > w z = _ � �- _ �- BOX END w REMARKS J v ww SPECIALTY w � O STREAM STREAM W _, a w v w a z z W w SECTION F- z - STRUCTURE w U � � Q mpQ ] � _ END zOC U E w w m2 co w OQ am SECTION pcn 0 U m m ELEV. ELEV. YR. m3 Mg EA. EA. TYPE SLOPE EA. SLOPE EA. 35 0+891 .8 X EXISTING PIPE REMOVE EXISTING PIPE 36 1 +000.0 X 300 mm 2 INLET TYPE B-15 MOD. 24.0 0.3 249.997 249.795 75 NON-ABR. 7.0 1 11 .6 40 37 1 1 +005.8 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 38 1 +005.8 X EXISTING INLET AND PIPE REMOVE EXISTING INLET AND PIPE 39 NOT USED 40 1 +015.0 X 300 mm 2 INLET TYPE C-15 MOD. 34.6 0.3 249.795 249.620 75 1 NON-ABR. 7.0 1 16.8 45 41 1 1 +035.0 X 300 mm 2 INLET TYPE B-15 MOD. 19.0 0.4 249.620 249.425 75 NON-ABR. 7.0 1 11 .1 46 42 NOT USED 43 1 +049.9 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND 12 m PIPE PLUG REMAINING PIPE WITH CONCRETE 44 1 1 +049.9 X EXISTING PIPE REMOVE EXISTING PIPE 45 1 +051 .0 X 300 mm 2 MANHOLE TYPE C-4 7.8 0.4 249.560 249.501 75 NON-ABR. 7.0 1 4.5 48 46 1 +052.4 18.5 300 mm 2 PNLET TYPE P-1 2A MOD. 7.6 0.5 249.425 249.387 75 NON-ABR. 7.0 1 5.2 49 47 1 +052.0 X EXISTING PIPE 48 1 +060.0 X 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 43.6 0.3 249.328 249.224 75 NON-ABR. 7.0 1 39.7 53 49 1 +062.9 18.51 300 mm 2 INLET TYPE P-12A MOD. 11 .0 0.5 249.387 249.345 75 NON-ABR. 7.0 1 7.5 50 50 1 +072.0 X 375 mm 2 INLET TYPE C-15 MOD. 33.6 0.4 249.295 249.203 75 NON-ABR. 7.0 1 22.8 54 51 1 +094.2 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MH, PLUG PIPES W/ CONC. 52 1 +094.2 X EXISTING INLET AND PIPE REMOVE EXISTING INLET AND PIPE 53 1 +105.0 X 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 38.6 0.3 249.129 249.060 75 NON-ABR. 7.0 1 35.2 59 54 1 +107.0 X 375 mm 2 INLET TYPE C-15 MOD. 31 .6 0.3 249.141 249.061 75 NON-ABR. 7.0 1 18.1 58 55 1 +116.6 X EXISTING PIPE REMOVE EXISTING PIPE 56 1 +138.5 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MH, PLUG PIPES W/ CONC. c 57 1 +138.5 X EXISTING INLET AND PIPE REMOVE EXISTING INLET AND PIPE N LO N 58 1 +140.0 X1 375 mm 2 INLET TYPE C-15 MOD. 12.6 0.3 249.061 249.019 75 NON-ABR. 7.0 1 7.2 61 a 0 U) w J x d a 0 \\����4111111l11!/ddd HORIZONTAL SCALE BRIDGE FILE ���P�1 J iJie'/ RECOMMENDED INDIANA NONE ENGINEEPHI ,"\\�TG CO , L L C e�� ERFO°; F/; FOR APPROVAL 2 C) A & F _ - DES, ENGINE DA E DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 00 l _ _ N0. 2060 - NONE 9980510 O C �/ N ' U __� I V \ J l I .i E J - STATE W F OF DESIGNED: A&F DRAWN: MJF BOOK SHEETS co �°e''''/ND AN�`````�`��\ STRUCTURE DATA 31 of 49 842". Keystone gassing Suite 200, Indianapolis, Ill . 46240 � ' 1 , ) 202 0804 CONTRACT PROJECT s NG N /,dddddl�ONAL„�\,,,`,\, CHECKED: MJF CHECKED: MJF R-26586 DEM-IN48 (031) LOCATION FLOW LINE STRUCTURE DATA w z O Z) w m a MANHOLE, INLET, _ w J p J z o z SAFETY �- �- cn >- F- w U p p - w w p z p GRATED F- O _ STATION w O SIZE I- CATCH BASIN, OR p w > UP DOWN > � w z = Y _ cn 2 � z w - BOX END METAL U z _ .� w w SPECIALTY z Y O STREAM STREAM � � �- U w REMARKS L) a. w co w coo UUJ p � c� wo- ZZ a- END z � t- z STRUCTURE -j v Q m O Q > oC z a w SECTION E-- a c W m2 co U_ co ww OQ a- U) SECTION � cn U m m ELEV. ELEV. YR. m3 Mg EA. EA. TYPE SLOPE EA. SLOPE EA. 59 1 +145.0 X 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 7.6 0.3 249.060 249.044 75 NON-ABR. 7.0 1 6.9 60 60 1 +154.0 X 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 77.6 0.4 249.044 248.834 75 NON-ABR. 7.0 1 81 .1 65 61 1 +154.0 XI 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 10.6 0.3 249.019 248.995 75 NON-ABR. 7.0 1 1 9.7 62 62 1 +166.0 XI 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 50.6 1 0.4 248.995 248.869 75 NON-ABR. 7.0 1 52.9 64 63 1 +175.2 X EXISTING PIPE REMOVE EXISTING PIPE 64 1 +218.0 XI 1575 mm x 365 mm 2 INLET TYPE C-15 MOD. 17.6 0.4 248.869 248.821 75 NON-ABR. 7.0 1 18.4 66 65 1 +233.0 X 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 16.6 0.4 248.834 248.787 75 NON-ABR. 7.0 1 17.3 67 66 1 +237.0 X1 575 mm x 365 mm 2 INLET TYPE C-15 MOD. 15.0 0.3 248.821 248.775 75 NON-ABR. 7.0 1 13.7 70A 67 1 +251 .0 X 770 mm x 490 mm 2 INLET TYPE C-15 MOD. 20.5 0.4 248.787 248.766 75 NON-ABR. 7.0 1 31 .3 70A 68 1 +253.0 X EXISTING INLET AND PIPE REMOVE EXISTING INLET AND 3 m PIPE PLUG REMAINING PIPE WITH CONCRETE 69 1 +253.9 X1 I EXISTING PIPE REMOVE EXISTING PIPE 70 1 +254.8 X 300 mm 2 INLET TYPE B-15 MOD. 1 .1 0.3 248.929 248.897 75 NON-ABR. 7.0 1 0.5 70A 70A 1 +253.5 X 1960mmx6lOmm 2 MANHOLE TYPE J-4 MOD. 16.7 0.3 248.766 248.752 75 NON-ABR. 7.0 1 32.0 72A 71 1 +263.3 X1 I EXISTING PIPE REMOVE EXISTING PIPE 72 1 +269.0 X 300 mm 2 INLET TYPE B-15 MOD. 1 .6 0.3 248.953 248.921 75 NON-ABR, 7.0 1 0.8 72A 72A 1 +272.0 X 1960mmx6lOmm 2 MANHOLE TYPE J-4 MOD. 23.2 0.4 248.752 248.732 75 NON-ABR. 7.0 1 49.2 74A 73 1 +270.0 X 300 mm 2 INLET TYPE B-15 MOD. 17.6 0.3 248.991 248.933 75 NON-ABR. 7.0 1 8.5 1 67 74 1 +297.0 X 300 mm 2 INLET TYPE B-15 MOD. 0.6 0.3 249.037 249.006 75 NON-ABR. 7.0 1 0.3 74A 74A 1 +297.0 XI 1865 mm x 550 mm 2 MANHOLE TYPE J-4 MOD. 8.9 0.4 248.732 248.717 75 NON-ABR. 7.0 1 16.1 74B 74B 1 +305.5 X1 I MANHOLE BY OTHERS NO CHANGE 75 1 +314.3 X I EXISTING INLET AND PIPE AJDUST CASTING TO GRADE UL 76 1 +327.4 X 300 mm 2 PIPE EXTENSION 1 .3 0.3 EXISTING 249.340 75 NON-ABR. 7.0 1 0.6 76A CMP REQ'D., REMOVE EXISTING INLET AND PIPE s 76A 1 +329.0 X 300 mm 2 INLET TYPE A-8 3.5 0.3 249.340 249.320 75 NON-ABR. 7.0 1 1 .5 77 N N 00 77 1 +331 .5 X 300 mm 2 EXISTING MANHOLE 2.8 0.3 249.320 249.214 75 NON-ABR. 7.0 1 1 .4 78 AJDUST CASTING TO GRADE, REMOVE 3 m Q 0 EXISTING PIPE, PLUG REMAINING PIPE & PIPE FROM WEST (STR 56) WITH CONCRETE J X Ti-I 1 1 - Q f-' Q HORIZONTAL SCALE BRIDGE FILE ENGINEERING .. ..14, RECOMMENDED - INDIANA A & F g� o ��,,,�� sT R��,, F�,'� FOR APPROVAL g l VERTICAL 00 _ DESIG NGINEE DATE DEPARTMENT OF TRANSPORTATION scALE DESIGNATION C T No. 20660 - _ NONE 9980510 O C 0 ��`�� S �J L A N G E N G T �v� E E � S = STATE SURVEY BOOK SHEETS rn 00 Rlo�=., �N of NP``:' \\ DESIGNED: A&F DRAWN: MJF 32 Of 49 8426 Keystone Crossing, Suite 200, ! ndianagolis, lid . 46240 �S %l 2j2 -- 086 t °�FSS� "A"' ��"\'� STRUCTURE DATA ON AL ,� CONTRACT PROJECT CHECKED: MJF CHECKED: MJF R-26586 DEM-IN48 (031) STRUCTURE DATA LOCATION FLOW LINE w z E- o = w MANHOLE, INLET, _ w 0 J p J z uj a Iw- p z SAFETY I- �"' >' w Uw wQ � O � I- tL uw0 �z0 GRATED METAL Uz U STATION w O SIZE F- CATCH BASIN, OR O w > UP DOWN > u- F- z a. v M � cn v U = BOX END w REMARKS J v ui SPECIALTY z C O STREAM STREAM O U 0 W U w D- v w v END z F- z STRUCTURE J v u Q � m0Q > w � Q a- w SECTION zF- w CO m w m ui v D- cn SECTION O cn p U m m ELEV. ELEV. YR. m3 Mg EA. EA. TYPE SLOPE EA. SLOPE EA. 78 1 +334.8 X 375 mm 2 INLET TYPE C-15 MOD. 43.9 0.5 249.133 249.014 75 NON-ABR. 7.0 1 34.7 82 79 1 +339.8 X 300 mm 2 INLET TYPE B-15 MOD. 24.0 0.4 249.288 249.190 75 NON-ABR. 7.0 1 14.0 80 80 1 +365.0 X 300 mm 2 INLET TYPE C-15 MOD. 58.6 0.5 249. 190 249.013 75 NON-ABR. 7.0 1 40.0 84 81 1 +371 .5 X EXISITING MANHOLE AND PIPE REMOVE EXISTING MH, PLUG PIPE W/ CONC. 82 1 +380.0 X 450 mm 2 INLET TYPE C-15 MOD. 138.5 0.9 249.014 248.738 75 NON-ABR. 7.0 1 192.0 89 83 1 +402.5 X EXISTING INLET AND PIPE REMOVE EXISTING INLET, PLUG PIPE W/ CONC. 84 1 +425.0 X 375 mm 2 INLET TYPE C-15 MOD. 69.6 0.6 249.013 248.839 75 NON-ABR, 7.0 1 62.7 86 85 1 +477.4 X EXISITING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 86 1 +496.0 X 375 mm 2 INLET TYPE C-15 MOD. 62.6 0.7 248.839 248.683 75 NON-ABR. 7.0 1 63.5 92 87 1 +515.9 X EXISITING INLET AND PIPE REMOVE EXISTING INLET AND PIPE 88 1 +515.9 X EXISITING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 89 1 +519.9 X 450 mm 2 INLET TYPE C-15 MOD. 58.7 0.8 248.738 248.620 75 NON-ABR. 7.0 1 74.0 93 90 1 +548.0 X EXISTING PIPE REMOVE EXISTING PIPE 91 1 +553.9 X EXISITING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 92 1 +560.0 X 450 mm 2 INLET TYPE C-15 MOD. 63.7 1 247.973 247.846 75 NON-ABR. 7.0 1 96.4 99 93 1 1 +580.0 X 450 mm 2 INLET TYPE C-15 MOD. 33.5 1 0.5 248.620 248.553 75 NON-ABR. 7.0 1 29.9 96 93A 1 +599.1 X EXISTING INLET DO NOT DISTURB 94 1 +609.5 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 95 1 +613.0 X EXISTING PIPE 96 REMOVE 2.2 m OF EXISTING PIPE 96 1 +613.0 X 450 mm 2 MANHOLE TYPE C-4 19.6 0.6 247.828 247.768 75 NON-ABR. 7.0 1 19.8 100 97 1 1 +615.3 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 98 1 +615.6 X EXISITING INLET AND PIPE REMOVE EXISTING INLET AND PIPE 99 1 +625.0 X1 450 mm 2 INLET TYPE C-15 MOD. 18.6 0.3 247.655 247.618 75 NON-ABR. 7.0 1 12.2 101 0 N co 100 1 +635.0 X 525 mm 2 INLET TYPE C-15 MOD. 16.6 0.3 247.613 247.580 75 NON-ABR. 7.0 1 13.1 102 Q 0 101 1 +645.0 X 450 mm 2 INLET TYPE C-15 MOD. 6.6 0.3 247.611 247.596 75 NON-ABR. 7.0 1 4.3 103 J 102 1+653.0 X 525 mm 2 INLET TYPE C-15 MOD. 10.6 0.3 247.580 247.559 75 NON-ABR. 7.0 1 8.3 105 x Q Q HORIZONTAL SCALE BRIDGE FILE ~ A F N 1 � � �""� III \�` P;`,,, ,, ��, °�,� RECOMMENDED � NDIANA NONE � \ U LLC `�\C'?,��GNSTE o,,Cc�'s FOR APPROVAL e - = DESI E GIN R DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION co o) _ _ = NONE 9980510 COEGULT ISG CCCCC ES No. 2E = o - STATE = SURVEY BOOK SHEETS 00 DpO /�D FANP DESIGNED: A&F DRAWN: MJF 33 of 49 00 FA 8425 Keystone Crossing, Suite 200 Indianapolis Ipl . 46240 (S1 �) 202- 085 °°�;FS '' ""'' c,N''`' STRUCTURE DATA CONTRACT PROJECT '' ONAL �.e` CHECKED: MJF CHECKED: MJF N R-26586 DEM-IN48 (031) STRUCTURE DATA LOCATION FLOW LINE w = w CIL MANHOLE, INLET, = w O J ,J z w O ~ °° � _ �" CATCH BASIN OR ~ w v ~ J O O J w M w 0 z z GRATED SAFETY � 0 02 STATION w _o O SIZE I-- 0 w UP DOWN w w Q ,� oc ,� 2 � O o _ � � w SPECIALTY z � > > u- �- z a Y = � (n �- � = w � METAL vz of z U 0- STRUCTURE J co O STREAM STREAM w J O U w O W U w 0- z z � v BOX END END z REMARKS CTURE Q m O Q > w SECTION F- c °' c w m3 mu- m ui 0Q a. n SECTION zcn � U m m ELEV. ELEV. YR. m3 Mg EA. EA. TYPE SLOPE EA. SLOPE EA. 103 1 +653.0 X 450 mm 2 INLET TYPE C-15 MOD. 8.6 0.3 247.596 247.574 75 NON-ABR. 7.0 1 5.6 104 104 1 +663.0 X 450 mm 2 INLET TYPE C-15 MOD. 25.3 0.3 247.574 247.490 75 NON-ABR. 7.0 1 16.9 112 105 1 +665.0 X 525 mm 2 INLET TYPE C-15 MOD. 15.7 0.4 247.559 247.524 75 NON-ABR. 7.0 1 14.4 110 106 1 +670.3 X EXISITING INLET AND PIPE REMOVE EXISTING INLET AND PIPE 107 1 +670.3 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 108 1 +670.5 X EXISITING INLET AND PIPE REMOVE EXISTING INLET AND PIPE 109 1 +670.7 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 110 1 +680.7 X 600 mm 2 MANHOLE TYPE C-4 46.5 0.6 247.524 247.457 75 NON-ABR. 7.0 1 58.5 112 15.6 m LEFT 111 1 +681 .5 X 375 mm 2 11 .0 0.4 248.330 247.800 75 NON-ABR. 7.0 1 7.5 1 110 112 1 +681 .4 X1 600 mm 2 MANHOLE TYPE C-4 92.3 0.6 247.457 247.100 75 NON-ABR. 7.0 1 116.2 113 31 .8 m RIGHT 113 4+874.6 "PR-K" X1 600 mm 2 MANHOLE TYPE C-4 3.0 0.3 247.100 247.000 75 NON-ABR, 7.0 1 2.5 1 114 1 +682.5 X 150 mm 4 EXISTING UNDERDRAIN OUTLET 3.6 0.3 248.930 248.100 75 NON-ABR. 7.0 1 1 .0 110 REMOVE OUTLET PROTECTOR, 1 450 ELBOW REQUIRED 115 1 +680.6 X EXISTING PIPE REMOVE EXISTING PIPE 116 1 1 +682.9 X EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 117 1 +683.3 X1 I EXISTING MANHOLE AND PIPE REMOVE EXISTING MANHOLE AND PIPE 2 0 co N 00 u> H Q D I- J X cl)Q H Q eeeeeiiiiiiirir i�\ \y �� �� ��( �' C ° E � F �7 HORIZONTAL SCALE BRIDGE FILE `ill( p 1L� 'i� �J1 p o �G�� sr /��% RECOMMENDED ' INDIANA NONE o LLC co 9 °� ,.��� ERFO -F�; FOR APPROVAL ` O,Z VERTICAL SCALE DESIGNATION DESI ENGINE ATE DEPARTMENT OF TRANSPORTATION \I l T C _ N0. 20660 NONE 9980510 ' \J N S \JI L� \V \� ` d J 1 \\ E F, S STATE _ c v - e DESIGNED: A&F DRAWN: MJF SURVEY BOOK SHEETS 0) Fig rn � �e of 842' Keystone Crossing, Su to 200, Ind'= opolis, J� 4624J X21 ? 202- 086 " ,���Fr''r„DIA \� ST. 34 of 49 i 1 I (� �i� , r'N nnNP ``��� °' STRUCTURE DATA N � S/ONAI ENG°°°° CHECKED: MJF CHECKED: . MJF CONTRACT PROJECT uuiieee R-26586 DEM-IN48 (031) STRUCTURE NUMBER STRUCTURE NUMBER 16 19 20A 21 22 25 26 28 31 33 34 36 40 41 45 46 48 49 50 53 54 58 PIPE TYPE / SHAPE 2 / C 2 C 2 C 2 C 2 1 C 2 C 2 1 C 2 1 C 2 C 2 C 2 C 2 1 C 2 C 2 1 C 2 C 2 C 2 E 2 1 C 2 C 2 E 2 C 2 C SMOOTH PIPE SIZE 300 mm 300 mm 300 mm 300 mm 300 mm 375 mm 375 mm 300 mm 375 mm 375 mm 375 mm 300 mm 300 mm 300 mm 300 mm 300 mm 0.17 -2 300 mm 375 mm 0.17 m2 375 mm 375 mm CORRUGATED PIPE SIZE 375 mm 375 mm 375 mm 375 mm 375 mm 375 mm 375 mm 375 mm RCP/ RCHEP (S) CLASS III II III II III II II III II II II III III III III III HE-I II II HE-I II II Do.3 RATING 75.0 60.0 75.0 60.0 75.0 50.0 60.0 75.0 60.0 50.0 50.0 75.0 75.0 75.0 75.0 75.0 40.0 60.0 60.0 40.0 60.0 60.0 NON-REINFORCED CONCRETE PIPE, CLASS 3 S) X X X X CORRUGATED PE PIPE, TYPE S (S) * X RIBBED PE PIPE (S) * SMOOTH WALL PE PIPE (S)*/ MAXIMUM DR 26.00 PROFILE WALL PVC PIPE (S) SMOOTH WALL PVC PIPE (S) VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) X X X X FULLY BIT. PAVED & LINED (S) CORR. PROFILE 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm v ZINC COATED (C) CORR. PROFILE THICKNESS a ZINC COATED W/ BPI (C) CORR. PROFILE a THICKNESS pW, ALUM. COATED TYPE 2 (C) CORR. PROFILE a, THICKNESS w ALUM. COATED TYPE 2 W/ CORR. PROFILE H BPI C THICKNESS Q POLYMER PRECOATED CORR. PROFILE GALVANIZED C THICKNESS POLYMER PRECOATED CORR. PROFILE GALVANIZED W BPI C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE v COATED C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COATED W BPI C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE W BPI C THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE C THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W CFP C THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS ** STR. PLATE STEEL PIPE CORR. PROFILE W CFP C THICKNESS ** STRUCTURE NUMBER LEGEND 59 60 61 62 64 65 66 67 70 70A 72 72A 73 74 74A 76 76A PIPE TYPE / SHAPE 2 E 2 E 2 1 E 2 E 2 E 2 E 2 E 2 E 2 C 2 E 2 C 2 E 2 C 2 C 2 E 2 C 2 1 C SMOOTH PIPE SIZE 0.17 m2 0.17 m2 0.17 m2 0.17 m2 0.17 m2 0.17 m2 0.17 m2 0.31 m2 300 mm 0.47 m2 300 mm 0.47 m2 300 mm 300 mm 0.38 m2 300 mm RCP- REINFORCED CONCRETE PIPE CORRUGATED PIPE SIZE 300 mm RCP/ RCHEP (S) CLASS HE-I HE-I HE-I HE-I HE-I HE-A HE-I HE-I III HE-A III HE-A III III HE-A III RCHEP- REINFORCED CONCRETE Do.3 RATING 40.0 40.0 40.0 40.0 40.0 30.0 40.0 40.0 75.0 30.0 75.0 30.0 75.0 75.0 30.0 75.0 HORIZONTAL ELLIPTICAL PIPE NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) CORRUGATED PE PIPE, TYPE S (S) PE- POLYETHYLENE RIBBED PE PIPE (S) * SMOOTH WALL PE PIPE (S)*/ MAXIMUM DR DR- DIMENSION RATIO PROFILE WALL PVC PIPE (S) SMOOTH WALL PVC PIPE (S) * PVC- POLYVINYL CHOLRIDE VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) FULLY BIT. PAVED & LINED (S) CORR. PROFILE BIT- BITUMINOUS THICKNESS U ZINC COATED (C) CORR. PROFILE 68 X 13 mm CORR- CORRUGATION THICKNESS 2.01 mm ZINC COATED W/ BPI (C) CORK. PROFILE BPI- BITUMINOUS PAVED INVERT a THICKNESS w CORR. PROFILE ALUM. COATED TYPE 2 (C) THICKNESS ALUM- ALUMINUM w ALUM. COATED TYPE 2 W/ CORR. PROFILE STR- STRUCTURAL BPI C THICKNESS Q POLYMER PRECOATED CORR. PROFILE CFP- CONCRETE FIELD PAVING GALVANIZED C THICKNESS POLYMER PRECOATED CORR. PROFILE (S)- SMOOTH PIPE MATERIAL GALVANIZED W BPI C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE (C)- CORRUGATED PIPE MATERIAL v COATED C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE OK- ACCEPTABLE FOR USE COATED W BPI C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE (LS)- LOCK SEAM PIPE REQUIRED PIPE C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE *- REFER TO STANDARD DRAWING PIPE W BPI C THICKNESS 715-PHCL-18 OR 19 FOR NOMINAL U- STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE C THICKNESS DIAMETER APPROPRIATE FOR PAY ITEM DIAMETER N STR. PLATE ALUMINUM CORR. PROFILE Lo o ALLOY PIPE W CFP THICKNESS **- TABULATED THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE REFERS TO TOP & SIDE PLATES. THCKNESS STR. PLATE STEEL PIPE COI RR. PROFILE BOTTOM PLATES SHALL BE OF a CFP ** NEXT GREATER AVAILABLE THICKNESS. W C THICKNESS a U) X ���ee �i,ie� HORIZONTAL SCALE BRIDGE FILE % RECOMMENDED INDIANA - NONE CL �,� 4 ����;.���,srFR�o,;G'� FOR APPROVAL VERTICAL SCALE DESIGNATION DESI ENGINE R DA E DEPARTMENT OF TRANSPORTATION N0. 20660 NONE 9980510 co = STATE = SURVEY BOOK SHEETS o - - 00 of ,- DESIGNED: A&F DRAWN: A°�Fs "D ASP GN�`� '� PIPE MATERIAL SHEET 35 of 49 CONTRACT PROJECT S/ONAL ���`` CHECKED: MJF CHECKED: MJF N ����'��`eeee R-26586 DEM-IN48 (031) STRUCTURE NUMBER STRUCTURE NUMBER 77 78 79 80 82 84 86 89 92 93 96 99 100 101 102 103 104 105 110 111 112 113 PIPE TYPE / SHAPE 2 1 C 2 C 2 C 2 C 2 C 2 C 2 C 2 1 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C SMOOTH PIPE SIZE 300 mm 375 mm 300 mm 300 mm 450 mm 375 mm 375 mm 450 mm 450 mm 450 mm 450 mm 450 mm 525 mm 450 mm 525 mm 450 mm 450 mm 525 mm 600 mm 375 mm 600 mm 600 mm CORRUGATED PIPE SIZE 375 mm 450 mm 375 mm 375 mm 450 mm 450 mm 450 mm 450 mm 450 mm 525 mm 450 mm 525 mm 450 mm 450 mm 525 mm 600 mm 375 mm 600 mm 600 mm RCP/ RCHEP (S) CLASS III II III II II II II II II II II II II II II II II II II II II II IDO.3RATING 75.0 60.0 75.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) X X X X X CORRUGATED PE PIPE, TYPE S (S) * X RIBBED PE PIPE (S) * X SMOOTH WALL PE PIPE (S)*/ MAXIMUM DR 26.00 PROFILE WALL PVC PIPE (S) X SMOOTH WALL PVC PIPE (S) * X VITRIFIED CLAY PIPE, EXTRA STRENGTH S) X X X X X FULLY BIT. PAVED & LINED (S) CORR. PROFILE 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm 68 X 13 mm THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm v ZINC COATED (C) CORR. PROFILE THICKNESS a ZINC COATED W/ BPI (C) CORR. PROFILE THICKNESS QW, ALUM. COATED TYPE 2 (C) CORR. PROFILE a THICKNESS w ALUM. COATED TYPE 2 W/ CORR. PROFILE H BPI C THICKNESS Q POLYMER PRECOATED CORR. PROFILE GALVANIZED C THICKNESS POLYMER PRECOATED CORR. PROFILE GALVANIZED W BPI C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE v COATED C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COATED W BPI C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE W BPI C THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE C THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W CFP C THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS ** STR. PLATE STEEL PIPE CORR. PROFILE W CFP C THICKNESS ** STRUCTURE NUMBER LEGEND PIPE TYPE J SHAPE SMOOTH PIPE SIZE RCP- REINFORCED CONCRETE PIPE CORRUGATED PIPE SIZE RCP/ RCHEP (S) CLASS Do,3 RATING RCHEP- REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) CORRUGATED PE PIPE, TYPE S (S) * PE- POLYETHYLENE RIBBED PE PIPE (S) * SMOOTH WALL PE PIPE (S)*/ MAXIMUM DR DR- DIMENSION RATIO PROFILE WALL PVC PIPE (S) SMOOTH WALL PVC PIPE S) * PVC- POLYVINYL CHOLRIDE VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) FULLY BIT. PAVED & LINED (S) T PROFILE HIC KNESS BIT- BITUMINOUS THIC u ZINC COATED (C) CORR. PROFILE THICKNESS CORR- CORRUGATION a ZINC COATED W/ BPI (C) CORR. PROFILE BPI- BITUMINOUS PAVED INVERT a THICKNESS aW, ALUM. COATED TYPE 2 (C) CORR. PROFILE ALUM- ALUMINUM a THICKNESS w ALUM. COATED TYPE 2 W CORR. PROFILE STR- STRUCTURAL BPI C THICKNESS A POLYMER PRECOATED CORR. PROFILE CFP- CONCRETE FIELD PAVING GALVANIZED C THICKNESS POLYMER PRECOATED CORR. PROFILE (S)- SMOOTH PIPE MATERIAL GALVANIZED W BPI C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE (C)- CORRUGATED PIPE MATERIAL v COATED C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE OK- ACCEPTABLE FOR USE COATED W BPI C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE (LS)- LOCK SEAM PIPE REQUIRED PIPE C THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE *- REFER TO STANDARD DRAWING PIPE W BPI C THICKNESS 715-PHCL-18 OR 19 FOR NOMINAL �- STR. PLATE ALUMINUM CORR. PROFILE DIAMETER APPROPRIATE FOR N ALLOY PIPE C THICKNESS PAY ITEM DIAMETER ° STR. PLATE ALUMINUM CORR. PROFILE Lo o ALLOY PIPE W CFP C THICKNESS **- TABULATED THICKNESS J STR. PLATE STEEL PIPE (C) CORR. PROFILE �- REFERS TO TOP & SIDE PLATES. THICKNESS BOTTOM PLATES SHALL BE OF STR. PLATE STEEL PIPE CORR. PROFILE NEXT GREATER AVAILABLE THICKNESS. a W CFP C THICKNESS ** a U) J HORIZONTAL SCALE BRIDGE FILE J; RECOMMENDED ,� _ NONE INDIANA C) `.��``;��G SrgR�o, '/�'.; FOR APPROVAL Z/ �z VERTICAL SCALE DESIGNATION CD - _ _ DESI ENGIN R ATE DEPARTMENT OF TRANSPORTATION NONE 9980510 _ = No. 20660 = °' STATE = SURVEY BOOK SHEETS 000 o of zz DESIGNED: A&F DRAWN: MJF Z. �O Oe /ND ANP �/�� PIPE MATERIAL SHEET 36 of 49 '®.,�SS� ��G�� `\ CONTRACT PROJECT 00 '�, �' /O/VAio�� CHECKED: MJF CHECKED: MJF R-26586 DEM-IN48 (031) N s 0 mass =ON - IN .13CRIM ON ME MCI or P.m ME p"Imor omqmflmrm 00 No" so r. ON 0 m 0 P-4� �Cml mmm 0 Cm C. no E 1.4 w 1.4 -mi-amow.l. MEN 0=1 ME III m ME Ell 1 mill 14cm I! mint SIM 11 a lip. 1111 Mors qk Po looti 1 ill 1.10 1111111 111.ml 0 11101000.0 111111 ENO= IN M M ME on IN HE Ell, mm MINI No 0 1plim 0 0 MFg!I 0 ol IN Poi I ilm III 0 IN 0 w I I P. 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I . � I . ' I . � I I I I . _P_ -t__ � I I I I - I I i ,I � H- I I 11 I if ; I I I � ! I I if I : l Il I !!I i Ill I I I __ I --- -- I 4il - ---I- +-I _1_ _1_+_l_ I I I . III � I . � I 1 ! 1 1 1 1 -t ! I I , I.- ± - -4 ill I I I I- - �I . I I - t4 - I I i I I I . I � I I I - � . . I � - I I I - I I I I - I I -t-4, "�` I :: I I � i i I I I I I I I ! i ! I - I I I "I I l I i I I I .. I 1 I L I I I I I t I_ I I 1 l I I � � I I I I I I I I . --- I I I I I r -__T-1 � � I I I I 11 - I I I �k j! � __ _�_ -I I I I I I I I i I I i-4 L I , I __ - _1� F - - -��--��4_ - I , - 11 - -1-HI-1_1_tH -T-r-r- -1 I--4-1-1--- 4 --HI 11 � - . _14� 111-1 I 1 I ;; 7 I so 1--i-H,+d H41 1 I l I I i I I I I . 1 I I 11 11 I ' l 1 ; 11 I , : I ! , ! ill ! I 11 i I I 1 ;; 1 Ill JI ! I 11 11 M If I � Ill., � I - I � I i I I I I I I ( I ! . � - i I I I I J fit I I d t I I I - I I I I I 4_1 - I i I I I I . I I +I-IF --I , I I I 11 11 it I 11 I I - - - T�±- - - d I - - I 1 4---- 1-1 - if �� I I 4+ 11 , I I � I I :�� i-I I I __�_ I ! I I I z I I I I 1 t 11 I I -I - - _77-I -, +4- 1 1 - �_ �-�l-I . If I � I I I r 11 4--i PLT i � I H __ -a I I LL .. - I - I I I l I it I -11, � I . I I I I I I 1 1 1 I it � I I �__ - : I I 4 1 1 -� 4- � +_ - I __ -- ,+4,--4--L-- I t4,-,- - _t� ; I I I , - I l . , I I I . � . . I - - --- I I - -- . - - -i 1�T_- �1 I _L_ I I I I I 1 7- , ; - - ---1-f- I - - I l ]I � . 111 I I I : i I 1 1 1 1 1 i I I I "I I , I 1 1 1 1 � � I I I , I . , I , I I 44-t+ i I I I I I 11 11 " I U I I I -I-- I . I , I I I 1 1 - . - ; i I I l _L_- __ - I H__-.7 I I . I I I 1 I i 11 1 1 - � f +: `+1- I I I 1 , : I , I I'll I I I ! I � I I I "_ I I I I i I I i I I III - . 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