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City Center Drive Phase 1 As Builts CITY CENTER DRIVE H I OJ C Noe .' 97 � 10 AS � BUILT UTILITIES : INDEX OF DRAWINGS : 1 TITLE SHEET 2 INFORMATION SHEET GAS WATER & SEWER 3-5 TYPICAL CROSS SECTION INDIANA GAS CO., INC. CITY OF CARMEL 6- 13 PLAN AND PROFILE — LINE " K" 1630 N. MERIDIAN ST. 130 1 ST AVE. SW 14- 16 PLAN AND PROFILE — LINE " S- 1 —K" INDIANAPOLIS, IN. 46202-1496 CARMEL, IN. 46032 W w 17-20 PLAN AND PROFILE — LINE " S-2—K" 800-777-2060 571-2648 0 21 PLAN AND PROFILE — BIKE UNDERPASS—LINE "TR" ELECTRIC CABLE TV 22 PLAN AND PROFILE — BIKE PATH — LINE " S-2—TR" PSI ENERGY TIME WARNER CABLE 31 23,24 INTERSECTION DETAILS 1441 S. GUILFORD 516 E. CARMEL DR. 25 DETENTION POND GRADING DETAIL CARMEL, IN. 46032 CARMEL, INDIANA 46032 '36th ST. 136th ST. 839-9611 972-9700 26-32 MAINTENANCE OF TRAFFIC / 33-36 SIGN AND PAVEMENT MARKING DETAILS 37,38 TRAFFIC SIGNAL DETAILS TELEPHONE TELEPHONE 39 APPROACH TABLE AMERITECH AT&T 431 40,41 UNDERDRAIN TABLE I 5858 N. COLLEGE AVE. 410 GRADLE DRIVE 131st ST. MAIN ST. INDIANAPOLIS, IN. 46220 CARMEL, INDIANA 46032 42 43 STRUCTURE DATA TABLE 252-5005 (n 0 Q CS —CS8 UNDERPASS DETAILS Q E1 ELECTRICAL SITE PLAN 411 w W1 —W12 WATER LINE T Q` t ST. r N w w q w 6th Z ST. X 1 —X 18 CROSS SECTIONS w MOHAWK R 126th ST. N A MS ST. CARMEL o CITY CENTE � c9 NAP R. ~ o OQ GR LE DR. U Vl U g END PROJECT cc z < a v z 122nd ST. x � j N w ° � STA. 50 + 15 . 53 9W m O CARMEL DR. o U D CITY OF CARMEL a 431 s BOARD OF PUBLIC WORKS cr C.5 „6th ST. AND SAFETY 116th ST. -APPROVED: REVISIONS: CITY OF CARMEL Date: CLAY TOWNSHIP, HAMILTON COUNTY N� DATE REVISION DESCRIPTION MAYOR JAMES BRAINARD, CHAIRMAN NO SCALE BEGIN PROJECT BILLY WALKER, MEMBER STA. 12 + 11 . 49 " K " MARY ANN BURKE, MEMBER WOOLPERT LLP CITY OF CARMEL 7140 Waldemar Drive CITY COUNCIL Indianapolis, Indiana 0 0 46268-4192 MAYOR JAMES BRAINARD 317.299.7500 z DIANA L. CORDRAY, CLERK—TREASURER WOOLPERT FAX: 317.291 .5805 KEVIN KIRBY a 'HOLEY MOLEY' JAMES G. MILLER 0 ROBERT BATTREALL CERTIFIED THIS 23rd DAY OF April, 1998 co DONT NORM RUNDLE DIG LUCI SNYDER N BLIND RON CARTER BILLY WALKER ROBIN B. THOMPSON, PE 1-800-382-5544 Registered Professional Engineer No. 890012 Indiana CALL TOLL FREE JOB NUMBER SHEET 1 10#454rtr e0A"AA9;zr #45 S4v1c7ww EXISTING LEGEND PROPOSED LEGEND GENERAL NOTES ❑ CATCH BASIN ® JUNCTION BOX © BIKEPATH: o CURB INLET ® PULL BOX 110#/SYD SURFACE 11, ON 1. ALL DITCHES SHALL BE SODDED AS SHOWN IN PLANS. 220#/SYD BINDER 8, ON DOUBLE CURB INLET o POST (FENCE, WOOD, STEEL, CONCRETE) 5" COMPACTED AGGREGATE BASE, TYPE "0", #53 2. ALL STORM WATER PIPE SHALL BE REINFORCED CONCRETE CLASS III a END SECTION 19 SANITARY LIFT STATION BITUMINOUS MIXTURE FOR APPROACHES, MV: ® STORM MANHOLE m STORZ CONNECTION 110#/SYD SURFACE 11, ON 3. THE MINIMUM GRADE FOR UNDERDRAINS SHALL BE 0.20%. WHERE THE PROFILE GRADE ® SANITARY MANHOLE ® TELEPHONE PEDESTAL 275#/SYD BINDER 8, ON IS LESS THAN 0.20% SPECIAL GRADES FOR UNDERDRAINS SHALL BE ESTABLISHED BY THE ENGINEER. 495#/SYD BASE 5, ON e Z AN UT ® TELEPHONE RISER 175#/SYD BINDER 8C, ON 250#/SYD BASE 5D. O WATER METER TELEVISION RISER 4. PREFORMED JOINT MATERIAL FOR CROSS-OVERS, DRIVES, ROAD APPROACHES AND SIDEWALK WILL co 'Al THRUST BLOCK FYI VAULT 4" CONCRETE SIDEWALK j NOT BE PAID FOR DIRECTLY, THE COST THEREOF TO BE INCLUDED IN THE CONTRACT UNIT PRICE 0 FOR THE VARIOUS ITEMS IN THE CONTRACT. Lu �K FIRE HYDRANT RESURFACING, MV:CABLE UTILITY MARKER 110#/SYD SURFACE 11, ON Ix 5. THIS PROJECT WILL BE CONSTRUCTED IN IMPERIAL UNITS (STANDARD ENGLISH) w v VALVE ELECTRIC UTILITY MARKER © FULL DEPTH PAVEMENT: ® POST INDICATOR VALVE GAS UTILITY MARKER 110#/SYD SURFACE 11, ON Piv 275#/SYD BINDER 8, ON 6. ALL EXI ET LIGHTING ALONG RANGE WITHIN THE o WATER SPRINKLER � TELEPHONE UTILITY MARKER 495#/SYD BASE 5, ON PROJECT LIMITS SHALL OST OF POLE REMOVAL, 175#/SYD BINDER 8C, ON 0 AL, See Sheets 19 & E-1 OR �I OR WATER BEND ® ELECTRIC RISER 250#/SYD BASE 5D. FOUNDATION REMO ILL AN TED ITEMS SHALL ® WELL ® ELECTRIC PEDESTAL BE I THE COST OF CLEARING RIGHT 0 OM BITUMINOUS MIXTURE FOR APPROACHES w ® ELECTRIC MANHOLE 110#/SYD SURFACE 11, ON W E ELECTRIC LINE ® GAS MANHOLE 220#/SYD BINDER 8, ON 7. THE FOLLOWING INDOT MISCELLANEOUS STANDARD SHEETS 8" COMPACTED AGGREGATE BASE SHALL BE INCORPORATED BY REFERENCE ONLY. THE FOLLOWING T TELEPHONE LINE ® TELEPHONE MANHOLE TYPE "0", #53 SHEETS MAY NOT BE ALL INCLUSIVE OR MAY BE MODIFIED HEREIN THESE CONSTRUCTION DOCUMENTS. Z G GAS LINE ® WATER MANHOLE Ar10 Cq �„ CONC: 1� vG:£�:��4�i FOR oRivE wa.YS OE OVERHEAD ELECTRIC o FOUND BRASS PLUG ON SURFACE MILLING 1" MA1 ME2 DETOURS 3A ao ucE ROUND ELECTRIC ® FOUND IRON PIN MA1 A MH DETOURS 4 rn ucr UNDERGROUND TELEPHONE ❑ FOUND HIGHWAY MONUMENT RX HANDICAP RAMP "AS DESIGNATED" MC MHB DETOURS 5 Z 00 w c CABLE TV LINE ® FOUND IRON PIN WITH CAP MC1 MHD DETOURS 5A Z cn Q FLAG POLE O BITUMINOUS MIXTURE FOR WIDENING: MC2 MH3 TEC-1 TRHU TEC-16 V N 18, zo � � � O FOUND IRON PIPE 275#/SYD BINDER 8, ON MD MN MT ' W W J GROUND LIGHT ® FOUND PKNAIL 495#/SYD BASE 5, ON MD1 MN1 MT6C d Q Q Q Y �$ 175#/SYD BINDER 8C, ON MD2 DETOURS 2 MT6F U LIGHT POLE 0 FOUND RAILROAD SPIKE 250#/SYD BASE 5D. MD3 DETOURS 2A MT9E POWER POLE ® FOUND RIGHT—OF—WAY MARKER MD4 DETOURS 2A1 MT20 �U UNDERDRAIN TELEPHONE POLE ® FOUND BOAT SPIKE 10 CABLE POLE ® FOUND HARRISON MONUMENT CONCRETE CURB TELEPHONE, CABLE, LIGHT, & POWER POLE + FOUND CROSS 15 COMBINED CONCRETE CURB & GUTTER 16 CABLE AND LIGHT POLE ■ SET HUB CONCRETE CENTER CURB 17 CABLE, LIGHT, AND POWER POLE 0 SET IRON PIN WITH CAP MOUNTABLE CONCRETE CENTER CURB 8. ALL SIGNS USED FOR MAINTENANCE OF TRAFFIC SHALL CONFORM _> TO INDOT STANDARDS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC �- � Lo 2�6 SODDING (NURSERY) O CABLE AND POWER POLE • SET PKNAIL CONTROL DEVICES." � � 00 TELEPHONE AND POWER POLE SET RAILROAD SPIKE -------- TEMPORARY EROSION & SEDIMENT Lo CONTROL, PERIMETER PROTECTION 9. ALL PERMANENT TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO INDOT N 0 0 � POWER AND LIGHT POLE GUARD RAIL STANDARDS AND "THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" �..._ � •� � � ® N TEMPORARY EROSION & SEDIMENT £ TELEPHONE AND LIGHT POLE �. J TREE LINE CONTROL, RIPRAP DITCH CHECK � � 0 POWER POLE WITH RISER OR TREE TEMPORARY EROSION & SEDIMENT 10. THE EXISTING TRAFFIC SIGNAL AT RANGE LINE AND 126th STREET SHALL REMAIN .1 o (D N o OPERATIONAL UNTIL A NEW TRAFFIC SIGNAL IS OPERATIONAL. THE COST FOR O �t ° cv X TRAFFIC SIGNAL CONTROL, STRAW BALE DITCH CHECK � � � BUSH/SHRUB ANY MODIFICATION TO THE EXISTING SIGNAL SHALL BE INCLUDED IN THE 0 < UNIT COST FOR MAINTAINING TRAFFIC, AND SHALL INCLUDE BUT NOT ® TRANSFORMER 0 BASKETBALL GOAL ❑ TEMPORARY EROSION & SEDIMENT LIMITED TO TEMPORARY POLES, SIGNAL HEAD RELOCATIONS, WIRING E,,, ® GAS VALVE o BOLLARD CONTROL, DROP INLET PROTECTION CONDUIT, TEMP. CONTROLLER AND ALL RELOCATED ITEMS. p-4 cv W ® GAS METER a MAILBOX — — CONDUIT, 2", GALVANIZED STEEL ® GAS REGULATOR SIGN HANDHOLE 11. THE COST FOR REMOVAL AND SALVAGE OF THE EXISTING TRAFFIC SIGNAL AND 0 �- ALL APPURTENANCES SHALL BE INCLUDED IN THE COST OF CLEARING RIGHT OF WAY 0 GF GAS FILLER x BARBED WIRE FENCE BITUMINOUS MIXTURE FOR PATCHING: AND SHALL INCLUDE BUT NOT LIMITED TO TRAFFIC SIGNAL NEEDS, WIRING, POLES, 0 GAS PUMP o CHAIN-LINK FENCE 990#/SYD BITUMINOUS BASE #5D FOUNDATIONS, CABINETS, CONTROLLERS AND ALL RELOCATED ITEMS. IF THE EXISTING SIGNAL OR ANY OF ITS COMPONENTS IS DEEMED SALVAGEABLE TO THE ENGINEER ® HAND HOLE o WOOD FENCE THEN THE CONTRACTOR SHALL DELIVER THE ITEM AS STATED IN TS-28 TRANSPORTATION El HEATING/AIR CONDITIONING UNIT OF SALVAGEABLE ITEM. HVAC ■ 12. THE COST FOR HANDICAP RAMPS SHALL NOT BE PAID DIRECTLY, BUT SHALL BE INCLUDED IN THE COST OF 4" CONCRETE SIDEWALK. a: 13. STRUCTURE EXCAVATION, FOUNDATION SOIL TESTING, AND REINFORCING STEEL FOR THE PEDESTRIAN TUNNEL W FOUNDATIONS SHALL BE INCLUDED IN THE COST OF CONCRETE, C, FOUNDATIONS. W z 14. PRECAST CONCRETE TUNNEL UNITS, PRECAST CONCRETE HEADWALLS, PRECAST CONCRETE WINGWALLS, WATERPROOFING , J Q JOINT MATERIALS, RELATED HARDWARE FOR CONNECTIONS, DOVETAIL ANCHOR SLOTS, 3" ROUND PERFORATED DRAINS W TESTING AND INSPECTION OF THE PRECAST CONCRETE UNITS, MATERIALS FOR THE PROPOSED LIGHTING THAT ARE a: z TO BE CAST INTO THE PRECAST TUNNEL UNITS, STEEL OR MASONITE SHIMS, CEMENT GROUT, PAINTING OF THE W Q 1 PRECAST CONCRETE PEDESTRIAN TUNNEL, DELIVERY OF THE ABOVE MATERIALS TO THE SITE, AND INSTALLATION 93 0 OF ALL OF THE ABOVE LISTED ITEMS SHALL BE INCLUDED IN THE COST OF PEDESTRIAN TUNNEL, PRECAST CONCRETE. o O cc z Z Z 15. PEDESTRIAN HANDRAIL, PAINTING OF PEDESTRIAN HANDRAIL, GROUT OR ANCHORING CEMENT, EXPANSION BOLTS, W AND INSTALLATION OF ALL PEDESTRIAN HANDRAIL ITEMS SHALL BE INCLUDED IN THE COST OF PEDESTRIAN HANDRAIL. a: J Z 16. FACE BRICK, STAINLESS STEEL FLEXIBLE VENEER ANCHORS, STAINLESS STEEL FLASHING, MORTAR, ACRYLIC LATEX W 0 W MORTAR ADDITIVE, STAINLESS STEEL DOWELS, STAINLESS STEEL FLASHING CAPS, GALVANIZED STEEL TERMINATION � '"�' W BARS, PEA GRAVEL, WEEPS, GROUT FILL, GALVANIZED SHELF ANGLES, EXPANSION BOLTS, AND INSTALLATION OF ALL OF THE ABOVE LISTED ITEMS SHALL BE INCLUDED IN THE COST OF BRICK MASONRY. a: Z 17. CAST STONE COPING, CAST STONE KEYSTONE, AND INSTALLATION OF ALL OF THE ABOVE LISTED ITEMS SHALL BE co a W V INCLUDED IN THE COST OF CAST STONE UNITS. U co 0 18. ALL EROSION CONTROL SHALL CONFORM TO INDOT SPECIFICATIONS SECTION 205 AND ALL SUPPLEMENTALS TO mm m THE STANDARD SPECIFICATIONS. Q 0 0 113 19. DITCH CHECKS AND PERIMETER PROTECTION SHALL BE PLACED AS SHOWN IN THE PLANS AND MAINTAINED IN Z ACCORDANCE TO INDOT STANDARD SPECIFICATIONS. 20. STORM INLET PROTECTION SHALL BE PLACED FOR EACH INLET AND MAINTAINED AT ALL TIMES IN ACCORDANCE W Lr WITH INDOT STANDARD SPECIFICATIONS. DONT SHEET N0. N DIG THIS SET OF PLANS SHALL NOT BE CONSTRUED TO BE A PROPERTY RETRACEMENT SURVEY. WHERE APPARENT PROPERTY LINES, BLIND CORNERS, SUBDIVISION OR SECTION CORNER INFORMATION IS SHOWN, IT IS BASED ON PHYSICAL EVIDENCE OR TESTIMONY. M N 1-800-382-5544 CALL TOLL FREE R/W �, Line "K " R/W Varies 55'-0" to 70'-0" Varies 60'-0" to 70'-0" V) 1 '— 5-0" 5'-0" 2'-0" 12'-0" 12'-0" 8'-0" 8'-0" 12'-0" 12'-0" 2'-0" 5-0" 8'-0" 1 '— " I I I I I I Z 2% F 6 Tack Coat (Typ.) P G 10 2% 2%� 10 fi B O 0. 8% P.G. _ ------------------ - ----------- - 15 � 2% 15 8% 2. 1(� w Compacted Subgrade L U Compacted Subgrade DITCH SECTION U FILL SECTION CITY CENTER DRIVE Tack Coat (Typ.) LEGEND STA. P.C. 12+12.08 "K" to STA. 29+00 "K" © Bikepath: M� Bituminous Mixture for Approaches 110#/SYD Surface 11, on w 6" T . 220#/SYD Binder 8, on 5" Compacted Aggregate Base, Q Surface Milling 1 G Type "0", #53 c --- 4'-0" 12'-0" �E Bituminous Mixture for Approaches, MV: Bituminous Mixture For Widening: Z 110#/SYD Surface 11, on 275#/SYD Binder 8, on Geotextile for 4'-0" 8'-0" 275#/SYD Binder 8, on 495#/SYD Base 5, on CO o Underdrains 16 495#/SYD Base 5, on 175#/SYD Binder 8C, on °' -1 i P.G. 1% P.G. 2% 175#/SYD Binder 8C, on 250#/SYD Base 5D. z ° 250#/SYD Base 5D. m Aggregate For U "'Underdrains 14" F 4" Concrete Sidewalk w �U� Underdrain Compacted Subgrade Resurfacing, MV: 10 Concrete Curb a Left Turn Lane 110#/SYD Surface 11, on 15 Combined Concrete Curb & Gutter GEOTEXTILE AND UNDERDRAIN DETAIL STA. 27+60.50 "K" to STA. 28+60.50 "K" © Full Depth Pavement: 110#/SYD Surface 11, on 16 Concrete Center Curb STA. 29+40 "K" to STA. 30+40 "K" 275#/SYD Binder 8, on REVERSE AS NECESSARY 495#/SYD Base 5, on © Sodding (Nursery) 175#/SYD Binder 8C, on 250#/SYD Base 5D. > o Ln o 00 o_ 0 Ln � J E — N O R/W L R/W � 0 d r Varies 74'-0" to 110'-0" Varies 77'-0" to 110'-0" aa- 06 o N r-) O N X 1 '— 6'-0" 2'-0" 12'-0" 12'-0" 8'-0" I 8'-0" 12'-0" 12'-0" 2'-0" 6'-0" H I I W S F Tack Coat (Typ.) 10 2% 6 2% 10 a 2% P.G. _.--- ----i. P.G. F 15 _ 2� _ 2�i oX> 15 2% 3 ��Mak•� ------------ ----------------- ------------ -- ------------------------- Compacted Subgrade L O Compacted Subgrade U U Tack Coat (Typ.) c Z CITY CENTER DRIVE STA. 31 +40 "K" to STA. 35+91 .68 "K" W O WZ � JQ ~ 1,-6„ Z V 1 '— " 8'-0" 1 —0 Varies 1 —0 6'-0>, 2'-0„ W Q W 8 -0 8 -0 12)-0" 0 � CO cc Z W Q Z CO) F F-- OC J, 0 B Shope 2 - ,_ 15 -p G. 10 2% 2% _ 10 P.G. Z O W a: 4 0 — 2% 4 o Q��es 2% 1 % _ 2% W . rte � v --------- ---� 1- 3 r » s � Cc J Q Q Compacted Subgrade � r U V co a. CiJ 0 STA. 33+36"K" to STA. 36+12 "K" Lt. I CITY CENTER DRIVE Q rn Q STA. 38+30 "K" to STA. 40+20 "K" ° Q 3 s 'HOLEY MOLEr SHEET N0. M DONT DIGN BLIND NOTE: All Bituminous Mixtures Shall Conform to 1995 INDOT M Standard Specifications for MV Type Pavement " All Disturbed Areas That are not Paved or Sodded 3 1-800-382-5544 " CALL TOLL FREE Shall be Mulched Seeded Class U . aJ W Z Varies 3'-0" to 5'-0" O " „ 8,-0„ 8,-0„ 12'-0„ 12'-0„ 12'-0„ 2'-0„ 5,-0„ 1 ,— 55 1 — 8 —0 5 —0 2 —0 12 —0 12'-0" 12 —0 � 4' It LU 2% B Tack Coat (Typ.) 10 2% 6 2% 10 3. � i 12: 1 � 15 2% P.G. � 1 % — --i- P.G. F - 2% ---- 2% 15 2% ---- ----- --�- - Compacted Subgrade - - O U U U rTackoat T E Compacted Subgrade W yp.) U CITY CENTER DRIVE z STA. 36+80 "K" to STA. 37+70 "K" C o I Z � N _II Q H r7 d m Q o Ravi v a ca a 0 V Travel Lane Left Turn Lane Raised Median Travel Lane Varies from 12' at Sta. 48+60 Varies from 12' at Sta. 43+00 Varies from 16' at Sta. 43+00 Varies from 12' at Sta. 43+00 to 0' at Sta. 49+60 to 0' at Sta. 45+80 to 8' at Sta. 44+86 *(See Note) to 0' at Sta. 47+60 o c- Ln o 00 w 0 C L0 J E 0 —1 N ,> , „ , ,> , „ - r N 1 '— 5'-0" 5'-0" 2'-0" 12'-0" 12'-0" 12'-0" 8'-0" 8'-0" 12'-0" 12)-0" 12'—0 5 —0 5 —0 1 — � � oQ � 0) � w 4 J o C N O � X N Q 3: r mot- rq LL 10 2% P.G. LL- - 2% - P.G. f% 2% 15 - 2% W F F � g * Note: Painted Island ------ _____________ a Varies from 8' at Sta. 44+86 Centerline Offset to 4' at Sta. 45+80 U Varies from 32' at Sta. 44+00 to 0' at Sta. 47+60 U to 20' at Sta. 45+80 to 16' at Sta. 47+60 126th STREET and from 16' at Sta. 48+60 to 4' at Sta. 49+60 STA. 41 +44 "K" to STA. 50+00 'Y' Q a: Z W 0 WZ � JQ ~ Z V � WQ W 00 _ Cl) � ZQ Co waZ c� �-- ac o ZOw J ac W V V - "; J LEGEND � Q a Fo 4" Concrete Sidewalk V V 0 V � a © Full Depth Pavement: 110#/SYD Surface 11, on 220#/SYD Binder 8, on Q m 0 330#/SYD Base 5, on Q Z 220#/SYD Base 5C, on 3 'HOLEY MOLEY' 330#/SYD Base 5D. DONT Underdrain r DIG SHEET NO. M 10 Concrete Curb N BLIND 15 Combined Concrete Curb & Gutter N o 0 N 1-800-382-5544 © Sodding (Nursery) v CALL TOLL FREE 4 0 u L "S- 1 — K " 1 —0 5'—0 5 —0 2'—0 Varies 12'-0" to 24'-0" Varies 0 to 8'-0" Varies 0 to 8'-0" Varies 12'-0" to 24'-0" 21-0f," 5'—0 8 —0 1 — 2� Tack Coat (Typ.) 10 10 --i- 15 � 2� 12: 1 2% 2% 15 12: 1 3'•� F z B -------- -- ______ co Compacted Subgrade L O L Compacted Subgrade w U U 3rd AVENUE U Tack Coat (Typ.) U * Bikepath from STA. 16+00 "S-1 —K" cc to STA. 20+50 "S-1 —K" STA. 11 +40 "S-1 —K" to STA. 25+20 "S-1 —K" LEGEND © Bikepath: 110#/SYD Surface 11, on 220#/SYD Binder 8, on 5" Compacted Aggregate Base, W 1 " in 30' Taper Type "0", #53 H- 15'-0" 4'-0" 12'-0" FO 4" Concrete Sidewalk 0 4'-0" 8'-0" © Full Depth Pavement: Z Saw Cut 3/4" 16 Slope Varies 110#/SYD Surface 11, on tF G. 1% P.G. 2% C 275#/SYD Binder 8, on—�- ----.. 495#/SYD Base 5, on ° ---------- 175#/SYD Binder 8C, on c � 6 250#/SYD Base 5D. z N = Q Tack Coat N 1" Milling and Resurfacing w N W TYPICAL DITCH SODDING DETAIL 110 g W J . RESURFACE TERMINATION DETAIL U #/SYD Surface 11 a V Cd Y Left Turn Lane No Scale UO Underdrain o C0 o o V No Scale STA. 19+60 "S-1 —K" to STA. 20+60 "S-1 —K" 10 Concrete Curb STA. 63+30 "S-2—K" to STA. 64+75 "S-2—K" 15 Combined Concrete Curb & Gutter STA. 65+50 "S-2—K" to STA. 66+50 "S-2—K" STA. 69+15 "S-2—K" to STA. 70+66 "S-2—K" 16 Concrete Center Curb STA. 71 +94 "S-2—K" to STA. 73+25 "S-2—K" 17 Mountable Concrete Center Curb REVERSE AS NECESSARY (See Below) © Sodding (Nursery) o o 00 0 C Ln R/W J E - N 0 Line"S- 2— K" R � � (nMLnN Varies 43'-0" to 75'-0" Varies 41 '-0" to 52'-0" 0 0- a; a- - 0 Cb i rn J O ( N 5'-0" 4'-0" 2'-0" 11 '-6" 11 '-6" 1 '-0" 1 '-0" 11 '-6" 11 '-6" 2'-0" 4'-0" 5'-0" i � I I I I I W 1 /2" Per Ft. Slope -----------------t --— N --------------- ---------------- / P I O I — — — — — — — �_---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- i ' i CURVE DATA BEGIN PROJECT �= P.I. 15+05.69 ;�K" �'� ��oh `'��• „ /f D = 45'3537 � STA. 12+11 .49 K i� TIMBER CREEK PHASE 6 i o = 8.11 '06" 89�0� 4 h 1 R — 700.00' STATE OF ASPHAL T — 294.21 ' �%.� •�t+�, D4ANP � �. = 1 �uiLOtr3G 0 L = 557.03' ''�a� o .�°``' EX1S f• o j , +00 �d E 59.31 , 55' R/W (Phase II) r — --��� J +50 ' L J R W 60' +50,./STR. No. 11 ------- CP_t�as e"1 I n Let J-10 & --- --- BA-N7' �."' -OF ,., TOP ----------------- -_____ 6C, 0, x,64' of Pipe q' Constr. Limits--Y -- b, 12" i e Re _ _ +�.. W 10' D. & U. Esmt. Line --- ____ ``'�� _ - --- --------------------------------------------- --------- --- --- --- - --__ ---------------------- ��-----='�---__-- �•.�-hQ - -------- - ----------- ----------- ----------------- 3 ----------------------------------------------------------------------------------------------------____'� -- -----______ __________________ ---------____-- ---_ P Line+� �* 10' D. & smt� Li a7 • G Inv. --- - --_ --- Constr-- Limits -- -- - z --- ------__---- -� -- - rRrts. --� -tit ;' O "TOE OF SLOPE i--- ---_ --��.r--,� - -- CURVE DATA CURVE DATA P.I. 15+05.69 "K" HELEN MOFFITT MUELLER P.I. 19+74.30 "K" A = 45°35'37" 0 = 11 °35'59" D = 8°11 '06" +00 STIR. No. 17 D = 11 °14'04" R = 700.00' Inlet J-10 & R = 510.00' 64' of 12" Pipe Req'd. T = 51 .80' �, T = 294.21 ' Inv. S. 829, 5'q L = 103.25' L = 557.03' +00 E = 2.62' Q E = 59.31 ' +00 70 - 70' Proposed - 70' R/W — — — 70' R/W — — — — PC = 19+ - . �-� P Ditch / = 19+74.3 _ WOODS / — Proposed -__ _ __-- _ - • Monument Type "C" Req'd. Ditch 6 0' — — ` - — P = 17+68.52 +75 STIR. No. 14 _ - - - - Inlet B-15 & _ _ a- _��Constr. �i z 64' of 12" Pipe Req'd. �' F Its 0 Inv. S. ca ,,� 15 N oC P1 = 1 Monument Type "C" Req'd. Q� R / , - '� ''"�- L 6 CITY CENTER DRIVE — .� LINE 991<01 -cc QF,+ 60' / �_ / N 90°00'00" E +00 PQ / w •C� 10 +50 STIR. No. 11 // L See Previous Sheet / �/ cv d _ !� z 15 N B oo Z N v' V N lot � Q = _ — — — �C_ Ir Q c� W od' Y --- - " - - onstr. Limits a o w o o U 60 R/W +00 STIR. No. 18 Inlet M-10 & 60' 14' of 12" Pipe Req'd. r••'" +75 STIR. No. 15 Inv. N. 829.43, ••° W Inlet C-15 & Inv. S. 829.43 �•• 6Q' R 14' of 12" Pipe Req'd. �•�• Inv. N BS4,6� MAG.NAIL �•••• Inv. S. B3o-6o +80,48' STIR. No. l�A o IN 30°' TREE +00 48' STIR. No. 19 ° 0 .�••' M.H. C-4 & - ���t��'�%••• 211' of 18" Pipe Req'd. LINE "K" M.H. C-4 �& For Legend See Sheet No. 2 : o `n cc �� s�< •! Inv. W. 828. a z ---__ 102 of 18 Pipe Req'd. J N o +75 48 STIR. No. 16 _ . 0z0 8� BENCH MARK -� .� N +50 STIR. No. 12 Gj Inv. E. 8zg•8r o��' o Inv. N.-IV,. T- o See Previous Sheet M.H. C-4 & o Inv. W. BZ8•!a _Lij 3:95' of 18" Pipe Req'd. �' Inv. E. °.� BZ8• o¢ CP#1305 Sta.a14+51.47, 148.67' "K" Lt. El. 840.32 a_ ° co rn Inv. N.=.18'-.65-- BZ9, 78 MAG.NAIL MAG.NAIL J O � N +50,48' STIR. No. 13 Inv. W. 6Z9 i9 IN 16" TREE IN 10" TREE CP#1307 Mag. Nail found at � of Wilson Dr. approx. 1 north of 0O N Q See Previous Sheet ' l4 " " edge of pavement. Sta. 15+78.83, 195.23' "K" Lt. El. 834.56 HELEN MOFFITT MUELLER � '� - �" �' �- Inv. E. 8z9 P.I. 19+74.30 K (Rebar/Cap) CP#1308 Brass Plug found at the intersection of 126th St. E and Crescent Dr. Sta. 18+63.53, 160.30' "K" Lt. El. 834.47 - - - - -- - -- - ----- -- - -- _- --- - - - - - - ---- _ - - �Vt �T - - -- - - --- --- - -- -- -- _ - - - - --- - -- ---- ----- ------ STA----1- ------- -- --- .�- 3.5 --- - --- - -- - --- - - ---- - -- - ---- ------ - --- - - --- 845 - - - --- ---- ----- - - - =_- -- -- _ _ --- --- - - - -- - - - __- - _ - _ - - - ----- - - - - - -- - 845 -- --- -- ---- - ---- -- -- - --- - - ---- --- -- -- ---- --- -- - -- - --_ - - -- - -- - -- - ...i Z Os 840 - -- ---- -- ---- --- -- ----- --- --- _-- - - - -_--- - -- _ - - - +13 STR. No. 20 HELEN M OFFI TT MUELLER Inlet B-15 & 64' of 12" Pipe Req'd. Inv. S. &za,sS +PT +25.75 PT 20+25.75 60' WOODS QJ W N Co +00 STR. No. 23 --f=emits Inlet J-10 & +84 STR. No. 26 _ Inlet B-15 & 0' R 64' of 12" Pipe Req'd. " Inv. S. 64' of 12" Pipe Req'd. Inv. S. B Z7. P/ Z O - 60► W 20 - - - 60' R/W LU — — -- ............ — — Constr. Limits 4 - 6 S �8 2 '01 ,, -� E 15 Uj L a N � CITY CENTER DRIVE � 0 d �- LINE "K" 6 25+00 Z 0 ,\ _4 N 89°45'36" E Co Con s tr. L inn its - ---- 10 Z Co N N 1- a \ \ ``. 11 C �\ L rr w w +PT 7025.75 - _ 1 N � a v w ad Y N a av� aac� 0 R/yy Proposed`�� Ditch '�_ B n +13 STR. No. 21 - _ +13 48' STR. No. 22 Inlet C-15 & �� _ - - 8 _ —•- M.H. C-4 & 14 of 12 Pipe Req'd. PC = 22+06.91 � �_ -� 249' of 24" Pipe Req'd. Inv. N. 828.46 MAG.NAIL � _ - - - - - _ - _ _ - - Inv. N. 828.35 q Inv. S. 828.46 IN 8" TREE — __ _ — — — — — - - - - - Inv. W. Xf-7 73 LINE "K» ` — — — — — N 70 — — — — — _ Constr. Limits- / > Inv. E. -Bz��� PI = 22+59.79 ' R/W _ _ _ L o CURVE DATA Monument Type "C" Req'd. PT = 23+12.29 +00 STR. No. 24 0 STR. No. 25 70 R/W LO 0 P.I. 22+59.79 'Y' Inlet M-10 & M.H. C-4 & +84 48' STR. No. 28 � o _E Ln 14 of 12" Pipe Req'd. 181' of 24" Pipe Req'd. M.H. C-4 & / J E N IN 18" IL �'� O _ 11 °50'23" +60,48' STIR. No. 86 Inv. N. 946,3 ► » , �- ! .� a' C N IN 18" TREE MAG.NAIL 0 = 11 °14'04" Inv. N. ' 927 Gs 114 of 24 Pipe Req'd. - Proposed Ditch �- - - In M.H. C-4 & Inv. S. BzB.3a +84 STR. No. 27 o o h IN 18" TREE R = 510.00' Inv. W. fZZ,7s- Inv. N. . 827, ,o7 (See Sheet No. 25) w a- I M Inlet C-15 & 143' of 24" Pipe Re 'd. - � � a� � 14 of 12 Pie Req'd. Inv. W. o N P.I. 22+59.79 »K„ T = 52.88 Inv. q Inv. E. 1�� B�•�•3 >� � �z6• � � °o � p q Inv. E. Bzi For /egend See heet No. 2 X (Rebar/Cap) L = 105.39 Inv. E. `gu`'� HELEN MOFFITT MUELLER Inv. N. - Bz�e3 BEN¢H MARK /S o co E = 2.73 Inv. S. BZ7 G3 CP#1309 Brass Plug found at the intersection of 126th St. --- - - ------ -- - - — - - ---- —..—-- —— an er on Dr. Sta. 25+09.73, 225.69' „K» Lt. El. 833.91 ----- 00 — --- ---- - — ------- - ----- ------ - ---- — - ui - I- — — —— - - ---- - - - — -- - - - - - ------- ------- - --835 - - - �__- --- — - _ ---- -- - -_ ____--- — _-- - -___ - _ -_-- - _- - --- -- -- --- --- --- -- -- ----- --- ------ ---- -- --- - — ---- -- - -- - ----- - --------- --- ---- — cc LU -- — - — --- -- - -- _ 830 _ - - - - - - - - -_- - --- - ---- Z a • - - - - — ------- ---------- — -- ---- — -- - - ------ ----- — - — - --- — — -------- - -- — - -- • — —_ -- -- —e ui 825 --- - -- - - -- ___ -- - _---- _- ------ ---- ---- --- ----- - -- --- --------- a� W cc LLi-- -- -- _ W ja 0 Ich Sod d. C13 Lu co — -- - -- - - — - -- - — -- - - O Z ---- -- — — —— - -- - -- - ---- --- - - - - - - - V Ln - - - -- -1.2570- a LL - -- -- - - - – -- - -_ o SHEET NO. o N r- - - - — — - - — -- - - - ----- - o - ---- --- - fir- -— — _� -- -- - --- --- - --- -- - ---- - - -- - - acD 1� - - - — - - - - — ----- — - -- - -- - - - - - - - - - - --- -- - - - - - - --- - - - - -- - - - _ - - - - - � -,�� _ - -- - - -- --- - -- -- �� --- - - _ - - -_ --- -- - �-�-�- ---- --- _ -- -- ----. � �-- _- GRAPHIC SCALE I N FEET 00 � ----- -- ---- — -- ----- -r _ ---- �� Q C)o - 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 FOR CONTINUATION OF LINE "S-1 -K" SEE SHEET NO. 15 +75 "S-1-K" STIR. No. 83 +75 "S-1-K" STR. No. 82 HELEN MOFFITT MUELLER HELEN MOFFITT MUELLER Inlet J-10 & POT " » Inlet M-10 & 28' of 12" Pie Req'd. =POT 21+13.19 „S-1-K 5' of 12" Pipe Req'd. - +38,56' STR. No. 35 p ,aB Monument Type B Require Inv. N. dZ7.fG +37,55' STR. No. 36 +50 44' STR. No. 39 Inv. W. B M.H. C-4 & 109 of 29 x45 M.H. C-4 & r M.H. C-4 & 95' of 36" Pipe Req'd. ` 3 >> 1 , ( �;� Inv. S.E. ! Elliptical Concrete Pipe Req'd. 197' of 36" Pipe Req'd. .,.,.- .� Inv. W. 43 Inv. S. - BzS. s¢ +00 " -1-K" cri i ✓ +00 STR. No. 29 Inv. S.W. t9.O� X I �� Inv. N.W. 827.76 Inv. S. '/S +50 STR. No. 38 Q Inv. W. 6zs z 9 -BZ9• ¢2 w w t II r Inlet M-10 & V) Inlet J-10� & Inv. N.E. - �- � I � ¢ � * 12' of 12" Pie Req'd. +00 64 of 12 Req'd. Inv. E. 825.47'' Q 1 z Q i� �; +00 "S�1-K" Inv. E. ter-- Inv. E. 825.06 p✓ q Inv. S. Q I > i �I 60 Inv. S. 832.77 80 X Inv. N. 832.77' _ +30 STR. No. 32 1 Q 1 w - - - I Q Provide Concrete Collar -- `- Inlet J-10 & v ° a \. ♦ - ' 23' of 12" Pipe Req'd. / at Pipe Intersection .--r=- +00 30 R J I +60 +00 Raw • __- -- -" Constr. Limits Inv. S. 829.36 1 60' R/W ■ 70 60' 60' .r. ... - - - 1 _ ._. 5r::- . Future R/W O Constr. Limits 50 + - - - - - - - 30' R I — 6 i I II F x 1 II I 15 N Remove 99' of Fence------, I 1 N 15 CITY CENTER DRIVEN L �' I I II L raj �j I I I � 10 + 16 + I I � 10 x I ► c� 0 W 6 LINE "K" 0c 30+00 n + 6 0 N 89°45'36" E 0 o I 1 II 0 0C 10 + I 1 � 16 10 Z L I II o + +I x I I I �- N I I II n N L 0 00 15 N I I I ° N 15 Z "' N n �' 1 I ~ 6 I i II Rs F "' W J 00 I Q U W Y a o 0 o o U I I 30' R Proposed Ditch_ _ — — — — —� — - - - - - - - - - - - - - - - 30 R I I ....._ --------- -----• — __ — — — — _ - - - - - - III F r- - .............-- ------ - Constr. Limits — — I �► - '— —__-- Constr. Limits R ' +30 STR. No. 33 1 I ( / /w 1 ' / 6O' TOP CENTER +00 STR. No. 30 70 R W +25 I Q 1 I I / N� Inlet J�-10 & 70 I Y I 1000 OF FIRE HYD. Inlet M-10 & 17' of 12" Pipe Req'd. I I I B °° +50 STR. No. 37 owns "own. 14' of 12" Pipe Req'd. Inv. S. 829.36v/ II I: Inlet J-10 & Inv. N. B -S3 I I I; LINE "K°° 2el,. 64' of 12" Pipe Req'd. 0 Inv. S. 'gz8. .�;8 +38 48' STR. No. 34 - II 8 Inv. N. 833.09 Ln M.H. C-4 & w 1 w II I; +25 "S-1—K" vii MAG.NAIL IN 1 E O a Z w , PWP. 300-250 J N p » _ 60 Y HELEN MOFFITT MUELLER Q) U M �, 101 of 36 Pipe Req'd. Q I 1 , ; _ ,- L N M HO C$4 & • No. 31 / ✓ " ,� ¢ J Q TOP CENTER For Legend See Sheet No. 2 LU � c Inv. N.W. 829.28 I I �� 136' of 30" Pipe Req d. Inv. W. 826.00 +50,52' S-1-K STR. No. 81 OF FIRE HYD. Z "� BENCH MARK o � N "� Inv. N.-�-B28.29 Inv. S.E. -��-�-o=-B�aSee Sheet No. 15 o �- ._ N I x fir. - Zs�� +50 "S-1-K" STR. No. 80 " „ WBM #1 Top Northeast flange bolt (at tip of arrow) on fire hydrant apporx. 0 ( < Inv. W. Bza,44 HELEN MOFFITT MUELLER Inv. N.- P,-- 8 " See Sheet No. 15 P.O.T. 29+00.52 K PIP 25 west of the of 3rd Ave. SW & a rox. 200 south of +50 "S-1-K" STR. No. 79 =P.O.T. 21+13.19 S-1-K � pp Inv. E. BrG•33 See Sheet No. 15 FOR GRADING PLAN SEE SHEET NO. 23 (P.K. Nail) 126th St. Sta. 19+01.85, 25.22' "S-1—K" Lt. El. 833.88 E� Rf3 -- ---- ---- -- - -- -D- ---_---- -- __---_- - --- ---------- - 83 .54 FROM Lf"IF LL' Cn 845 --- -- - - - --- - -- - - --- --- o, -� 0 W -- - ------ - — ' -- -- --- ---- --- ---- -- - ---------- - -- - - e w - ---- -- - -- - -- --- -- - -- - -- - - - -- - - - --- ----- LL Cn 840 ----- --- --- ---- -- - - --- - - - W W ---- -�n – - ---- -- - --- - - --- - _ -- - - --- --(D- _ -- ---- _-_ -- -_ ._--- - - - - -- - - -- - - - --- - -- - - - - - --- _ -__ _ -- __--- J oO ----- ----- ---- ---- - - an -- --- -- - 0 — 835 -- - - - - --- - ---- - - --- -- - - - - - --- - --- - - -- ----- 835 �Uj ---- - - --- T W W — -- - - - — 830 ------ -= 830 Z 4 - - -- -- --- -- -- - -- — - ---- - - - - - -- -- -- -- - ---�- - -- - -- - - - - --- - ac 825 - - ---- __- _ _= 1 = -- -- _ =-- =- - _- - 8,25 Q - --- - - Storfl°r � . co Uj co 00 _ -.- _. _._ -. - - -_ _— ___-- _---.-.-_.__—__. - - - - — - _- -_ _._-_ __...___ -.__.____..--_.__ _-- _ -__--_ - __-_-__. - .____..._—_ __...___ __-._- _____-._--._ - - - .._____ _-__.-_---- - - --. ___.._._.__—_ — _-____-__ _-_-__-___...___ -.--__-._ _ -._.__. __..._.__ _-_-.. ._.._..__ ---_.._- -__-.. ___.___. --"- --__ _-_--___-_ O 820 --- - Z - --- - Ditch R -_ - - - - ----- --- - --- - - -- -- -- - e-c,� t. - -- - - - - --- --- - - - -- -- --- 00 -- - -- - - -- ch_- - - - -- - - --- - ----- ---. -_ ------ - --- - - - - - -_ - - - - -- - - - -- r UnF 00 oo N N - - - - ---- - -- ---- - -- - -- - - - - - - - -- - - ---� ----- -- - --- _ - _ _-- -- -_- SCALE - - - - - --- - - - - --- -- --- - - --- --- _ - ----- - --- --- -- - -- - - - - C . - -_ -_!� __-__ sal u1 k ca ---- - - - o - - - -- - - - - ----- --- - --- --- � - cv r -, ; - 'lwy - - ---- -- --- °a --- - --- - --- -- - -- - ---------- - - - --- - --- --- ------ - - ---- -- --- � --- -------- - ---- - ---- 00 - 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 +21 97' STIR. No. 43 Monon Trail Pedestrian Underpass M.H. C-4 & = Sta. 33+15.00, 0.0' Rt., Line "K" +PC +96.28 +40 — — -' -- — -- 100' - - — W — — — 41' of 36" Pipe = Sta. 13+74.68, 5.0' Lt., Line "TR" 110 11.0.' ••_ +20 - POT33+20.05 "K" 1 -- --- - — _ - -- ti —_ HELEN MOFFITT MUELLER Inv. S.W. 4M—. A 7 : =POT 13+75.00 "TR" ��p'. RLw "- HELEN MOFFITT MUELLER +05,44' STIR. No. 49 �Constr. Limits Inv. S. 827.40 +21.38 -- CURVE DATA +40,50' STR. No. 46 M.H. C-4 & +05 STIR. No. 50 +E) M.H. C-4 & +50 Driveway Req'd. 168 of 24 Pipe Req'd. Inlet C-15 & Inv. E. 8 6Z•¢.G2- 105' 110' .. P.I. 35+54.58 "K" 174' of 24" Pipe Req'd. +50 STIR. No. 47 w=24' Inv. S. B38.9B 9' of 15" Pipe Req'd. C:y Lo LO X I -,__• = 13°02'36" Inv. S. °839, B3 Inlet M-10 & Permanent Barricade Inv. E. 8 . 73 Inv. S. 9�- w 71 88 STIR. No. 44B D = 11 °14'04" Inv. E. -B3a sB 16 of 12 Pipe Req'd. Req'd. Inv. W. 83¢•G8 II . Inv. N. 5 ,��-/D M.H. C-4 & = Inv. S. ems•� 20 R Q ' ' - "�• R 510.00' Inv. W. 8z8, II Q 104' of 36" Pipe Req' T = 58.30' Inv. N. ��-S/ +50,44' STIR. No. 42 " -•J Inv. E. ��z� B L = 116.10' P = 36+12.38 M.H. C-4��& +92 TR STIR. No. 107 -/ w 24 —_ E_ Future R/W — — — — — — — — 20'R I a' B 77 of 36 Pipe Req'd. See Sheet No. 21 — — Inv. S. ,g3B.io Inv. W. "8Z'1t8s R o ..F— B �, 00 Inv. E. -Bz"y8.3 .% W A���-rya = F z -, w ' Monument Type "D" Req'd. -� Q +00 ' PC = I ca 80 __S y o ■ " , N —` I III cc UP! Constr. Lim►t +47 / m u, 50 a rn CITY CENTER DRIVE _► , , III L +50 STIR. No. 41 t a __.---• Inlet M-10 & ��'`� o � I II 12' of 15" Pipe Req'd. �? 00 LINE K III II 10 Inv. S. c3�B9 I , Inv. N.� B39.8j F �' S 89°57 01 E ♦----'� � � N I I i l II � 6 + x �' I II W I M Q =1 i1ll 10 E 1= il, o 10 °pp'22 C N ' z a_ o 6 N o Rc I , l N 00 m I I 11 0 N i I Z LO N N d i 10 ! f II 11-- M � ^II m Q N 89°45'36" E L U N o .- 0- w 6? I W W 3 0'R W -j I I - F F- atd o +05 STIR. No. 48 Cr. o o o U 15 Inlet B-15 & I F : „ , _ 2-4" CON DU I T 93 of 12 Pipe Req d. 30'R 2- 4"ConJDu IT Inv. N. B¢/,a6 +05 STR DNo. 51 CURVE DATA Inlet B-15 & ` PT = +54.17 .I. 32+97.64 "K" +57 Driveway Req'd. Permanent Barricade 88' of 12" Pipe Req'd. x Z _ 12°45'14" -----------=_-- `w=36 Req'd ( 4^y„ �oNaulr env. N. 840.34 = 2+97.64 I Q D = 11 °14'04" PowERLwe 3uaa! PC 32+40.64 Monument Type "D'•' Req'd. Z�' x R = 510.00' Constr.--Limits _-_ O T = 57.00 - — ...._. .----------. ..... -----------------------•----------------------- - > � �_ __ — — — ------ — — — - — — o o +50 STIR. No. 40 " ' Z L = 113.52 — - - . Inlet J-10 & aC z w E = 3.18' �... "• Q MAG.NAIL _ :. MAG.NAIL ° R/W IN 6" TREE BE CH MARK 110 RAW L � o0 „ , HELEN MOFFITT MUELLER � X 0 +50 IN 4" TREE O LO 64 of 15 Pipe Req'd. a +40 o p q O Q �" ^`L N MAG.NAIL IN CP#1501 Mag. Nail set in parking lot aprox. 400 west of the of Ran e J E — N •.n�f �fA Inv. N. B¢a• s� „ „ X Q - w 90 LINE "K" ^' try 1rOfO PWP. #SS 110 Line Rd. & approx. 35 north of the easterly extension of the cn o� N +95 TR STIR. NO. 106 i - FZ� o z of exist. 126th St. Sta. 36+76.63, 204.15' "K" Lt. El. 831.23 � — 'o � .....- - 0 � � � ....... See Sheet No. 21 Q Z I ■ 9 ��, z LINE "K" CP 1504 Hub and Tack set in railroad bed a rox. 150' south of the BRUSH LINE � # pp p I -""- -------- Q ; ; �'' zz m ?2 MAG.NAIL IN easterly extension of the � of exist. 126th St. J 00 N Constr.r. Limits ""'---- --'--""""'"' �_ PEDESTRAIN MAG.NAIL Q Q °' PWP. 838-6040 40.64 90' A IN 10" TREE Q HELEN MOFFITT # Sta. 33+54.34, 66.99' "K" Lt. El. 833.30 0O ° N Q 90 x x For Tunnel Details See Sheet No. CS1 -8 P.I. 32+97.64 "K" CP#1505 Hub and Tack set in railroad bed approx. 300' south of the S d- n t� _ MUELLER P.I. 35+54.58 K RTW I U ; I 90 For Monontrail Detail See Sheet No. 21 Rebar Ca For Legend See Sheet No. 2 easterly extension of the � of exist. 126th St. 90 R W ( / P) (Rebar/Cap) Sta. 33+27.60, 79.16' "K" Rt. El. 833.93 E-+ - - - -- --- ------ 1�1-f30tN - - - - - - - ----- ---- — _ - ----- -- S--SHEET -TO---BE- – •WN. - --- -- _ ----- -- - - ---- - -- W- STA 33+ - - - ---- - -- -- -- ----- ----------- -------- -- -- 855 - ---- - ---- --- - -- - -- - - 855 ------- ----- ----- -- -- ---- ----- -------- --- - 0 W LL 850 _ - ---- ----- ---- --- ---- - _--- - - ----- - -- -- - --- ---- --- - _- _ -- - - 850 - ------ -- --- ---- --- - -- - --- --- -- --- ---- W W 0. --------- ---- --- --- - ------- -- - - -- — - - - - --- ---- ------ --- - 845 - - - -- --- --- - - - - -_ _ - -- _- - - - - - 845 0 W Q -- ---- - - ---- - - --- ---- -- ---- ---- 840 _ --- --- --- -- - --- __ _-_- - --- ____ ----_- --_-_ --_- --- -- -- _ ---_ _-_ ---- ---- ---- ------ - --- -- -- - - - - - -- - -- - -- ---- --- --- ------ - --- 835 -- - ----- - - _- __- ----- _ ----- - _ - - - -- -- - ------ -- - ---- --- — -------- --- Uj 5 CC loo- 0 z 00 830 - ------ -- -- - _ ---_ _ _ _ _ �. ___ --- - -_ - -- co --- - - ... _-- - - r __ado e -_ -- _ --- - - ----- __ _ - -- - --- ----- - - - - - - -- - - ----- -- - --- -- - _-- - --- - - - ------ - -- - - - -- - -- 9 --- - -- - - - -- _ - - --- -- - -- -- -- --- - --- - -- - - -- - - - - - - - - - - — - - - - ----- 0 825 = ----- --- -- - -- -- -- - -- - - --- - - __— - 0 ___-__ ___.__.- - ..__._._.._ -_--- _-__ N �. - -- ---- - --- - ---- Cq ---- - . - - - - - - GRAPHIC_ _ - --_ ---- -_ — _ ----- ------- - ----- ALE I N FEET T Lo ---------- ----- --- - - --- -- -- ----- -- ---- --- -- --- -- -- >�--- -- ---- -St --- -- co est - --- - - --- -- - -- r�rc,� -- - - -- - --- - - ----- -- - _ - - - -- - -- - -- - - -- -- - --- -- 0 20 40 60 100 10 --- --- _ - -- - -- ---- -- —rte ___ --- --- ---- -- ---- - - -- - --- --- - - -- ---- - -- ---- ------- --- - - -- - _-- - --- - — s� as -- -- m - ---- -_ °� - -- -- -- -- --- 32+00 33+00 34+00 35+00 36+00 37+00 38+00 QRevised R/W, Removed 70' R/W and add 50' R/W and Temp. R/W for Drive Constr. +00,45' STR. No. 58 HELEN MOFFITT MUELLER FOR CONTINUATION OF LINE "S-2-K" SEE SHEET NO. 19 +44 "S-2-K" FIRST METHODIST C M.H. C-4 &HURCH OF CARMEL 1 �8' of 18" Pipe Req'd. + 15. 14 w 50' Inv. S. 9p' 0 100' R/W 3 100' l II d I m ( I j +20 45' STR. No. 55 Inv. W. +20 STR. No. 56 Inv. E. glow ' -. -. - - o Inlet M- 10 & M.H. C-4 & B� z X II I I Q I 347' of 18" Pie Re 'd. _+54.6 Driveway Re 'd. +00 Constr. Limits ° ,, ;I p I Y ~ Y 0 I 1 1 ' of 12" Pipe Req' p q w=40' 70 • Inv. S. = - � � +00 STR. No. 59 — — — — --= - 7777- - - �I I II IQ I I I Inv. S. B i �'• ............. POT 1 "K" 50' ��' I III°' N I Inv. N. °�° Inv. E B3QG3 2 Inlet M- 10 & --= - .. - I I w I I B39 G3 Temporary R/W for �► -" - =POT 71 +36.49 S-2-K II III= cn :- Z I I I Inv. W. 1 1 1 of 12 Pie Re q' \ +70 STR. No, 53 - --.. ,► ►► I J_ 2 o J I Drive Constructon Inv. S. 842.4 N _ ' o ••-. Monument Type D Req d. ;� I I I o I I +32 Sign t e Reloca ed V�,Y$ o v Q Inlet M- 10 & ��..•• r- M©III z Z I 70' By Others + 1 10 Inv. N. � 802.4 3 +i o 12' of 12" Pipe Req'd, +70 44 STR. No. 52 I I I M.H. C-4 & I / o° 0 Inv. S.-�- T d�z,eB 161 ' of 24" Pipe Req'd. TREES -. ,_ -.. I Q I "TL TL /L�j+� -�7�- - m „ z Inv. N.--�°`�AZ,/8 Inv. S. 4�, 79 W I +50 v I I 501 I _ cn +00 I E. ✓8�� 99 +00 I 10 R , U 3 Inv. - -�., 49' J I I I ° 50' R/W +10 10 R p X M o `) 0 c' 49 ° Inv. W. 83 40 R o l I I I 40' 50 C + _0 �� B w1 I I — — — — Constr, Limits 20 � +00 v) �- W �' v - - - - - - FUTURE R W II I I - - - — - - 20R Ci w �_ - - — — - _�— 50' W 0 Co G F i o �3 v� a c a ` o 6 - I 111 i APP. Ex, R/W 6 / / o � 0 3 a z \ ' \ I T T I 3 Ln o 15 �-90,39 'srp ,�/©, Sz -� l T T C1_5)---7 1 Cr J < TT - - - - - - - - - - - - 11010, 0 S rL.y�r-oo� — � - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ cn Y CENTER DRIVE III _ - c � �� 7 777 - - - -►`� L �/ 7777 — I - - Q v rnJ Cr >C A.10 I =_- _ _7777 7777 - - - ____ _ - - 7777 - - - - - - - - - - - - - -� - -} wl wv 7777 - - I 7777 � ao o ao _ '- rn > 11 H ~ I 0 V � On 'L 00 6 LINE K 40+00 I I I w ' w w 0 ° 00 0 >` n 3 v 00 S 89'57'01" E I i Y III - -- v �r < v °' Un c 0 IQ III d NM � Ln J Z 10 w LJ ►m ° 6 126th ST. ° 5 6 it I� I rn L + 11 IM _ - 7777 77 77 - 7777 - - 7777 0 Z � N N II IQ /i �- - � _\ - - -L - - - - 7777 /^ - 7777- _ -� ►- � II m N Q wII Iv //� _ - �- N \ /� 8 N O X M N E 15 15 w v3 L] APP Ex. R W N oC < U W Y + III I 6 I 6 I a o 0 o o 0 N 15 6 I III i 4 40' F I o, w em_ovie Tree ' I_ _ I C° 20'R _ �n 62' III III I +49 10 3 62' R/W 10 I 10 6211R/W I Remove Tree 2 'R 62' 10 10 Constr. Limits •-_;� I I L' ++-i"--�---- /7� em odu ar Block Wall I 69' --• 40'R I E wv + Temp. 7 R/W +00 p (see Detail Sht's. No ) ,\ I >, I E 75' +42 r M 75' Remove Conc. ` ,' > 0 I -� 52 S 2-K Modular Block Wall 75 i \ & Curb E iv o 0 0 +70 STR. No, 54 ,\ I I I (see Detail Sht s. No, ) / +00,74' STR. No, a � Inlet J- 10 & I III I I ' _ _ 18 Pipe C.B. & a J C _- 88' of 12 Pipe. Req'd. o I i wII I I I r` - _ _ _ +20 STR. No. 57 +42 33' of 12" Pipe R q'd. Profile Gr dew iv -� `; UN., o �, _-- ..-:-- ••-7.77-- Inv. N I III I I I I " I Inlet J 10 & I Inv. N. alo g Dive � +32 ►'S-2-K►, 76' of 1 2" Pipe Req'd. 96 96 Z7 o a r X Inv. N. Temporary R/W for a- o 0) i X 0 W , 110' R/W X w a 53.7 ��6.4Z_ Drive Constructon , , et J- 10 0 ° ° cC°v a Q +68.7 Driveway e 'd. -`i` 1 10' 0 f 1 jpg_..Req d. � r, S .q rn U +27 bi HELEN MOFFITT MUELLER 110, a For Additional Intersection Details See Sheet No. 24 _ `� V. __- .7' a Q Q FIR PARK LP w-30 . .� For Legend See Sheet Nol 2 Inv. N.-� - - — r - - - -- _ o 7777 - -- - ¢2, 9� - - CUT X ON A a -- - - - - -- 7777 - - -- - - - S.W. BOLT S ° - - - } $ �1111_� -- 7777 _- - LINE ..K., � - - -- 7777- - --- - - - - 7777 1-=1��-� ,/ " BE I -- - -- OF STOP LIGHT -- - - - -- - - - - -- --7777-- -- - _ _-- -- - _ 126TH ST. - -- _- -- -- -- --- - - w - -- - -- - -- -- � - - - - - -. - N Q 77------ --- - -- -- ---- - -- - ( — --- -- ---- --- -- - � _ 7777- - __ -- -- Cr--- -- � CUT X ON - --- - -- _ - .__ -_ r--- --- -- -- - - - - - --- -�_-_ 855 CUT X ON DOT MH -- - -- -- -- - -- - -- - __ - 7777 - - - -_ __ - —A-1-ace—of- - V 5 5 --- 7777-- -- ---- --- N.W. BOLT z N.W. SIDE - --- - - - 1 -,�YAY0 --- -- - OF STOP LIGHT J - - - - - � -- -- - - --- -- - �ee� :1--=1-0 -- E; -�46- ---- -- - -- - - P,O.T. 40+82.1 1 "K„ -- - > - - Q .J - - -- - P.O.T. 71 +36.49 "S-2-K" - -- - _ -- -- - 7777- -- - = - O LL --- -- - (P.K. Nail) —— - 7777- - - �,7777 -- - -- - -- - - -_ _ --- — _ _--- Q 850 _ - - - -- - 7777- -- --- - -- - _ - -- - - -- - --- - - _- 7777-- - - --- - UJ -- - --- 7777 7777-- — — - -- - --- _ ---- --- --- �r�de--- - -- -- -- - Cr 850 g�rdde- _ - - _ - — — — — — — — — < -- --- -- - - 7777 - - -- _ -_ -- - _ _ � Z as 7777-- -- - -- - - -- - - - -- --- 7777- - - -_- -- _ _-- 8 4 5 - - - -- 7777 - - - - - --- 7777- - - - - -- - - - - ---- -- _ - -- -- - -- -- - - - __ _ --- -- --- -- - 8 4 5 0 0 z J. _ ocza J - - - - — - -- - - -- - - - --- - - z - - _ __-- ---- -- -- - -- 7777- --- - - - - -- -- - ---- 840 - --_ -- - -- --- - - - - - - - _ -- - _ 7777 - _- 840 ~ 0 .1 > -- --- -- --- -- - -- -- -- 7777- -- - - -- - --- - _- -- - - - -- - - - err----� -- -- _ 7777 - -- -- --- - - --- --- -- - 7777 --- -- - — �, 835 - . 7777 — 835 u co Uj co - -- ---- rn - rn --- rn --._--- --- 7777 - 830 ---_ - - - -- 7777 --- -- - --- -- 7777- -- - - - - - -- --- -- -- - -- - - --- - - -- - - - - - - 7777- -- - - - - -- -- - 0 - —-- - - — - -- -- -- -- -- --- --- -- - -- - - — - -- -- -- - n - -- -- -- --- -- -- - -- - -- --- - -- - — -- - --- - -- - - - _ 825 ° ---- - -- -- __- - -- --- --- - - - - - - - - - - --- 7777 -- HEFT N O - 7777- --- - -- -- - - - - -- --- - - - . _ . +O N - --7777-- --- - - - -- - - -- -- _ - ---- ----- --- - __ - -- - - --- -- 7777 7777- ---- - -- --7777-- �_ 77 77--7777-� � - - -- -- 00 `n - - - - -- -- -- - - --- ---- - LEI T C° _- _ 7777- - -- _ ' - - -- - -- - - - ! - - -'"�- ---- - a� - - t� ,� - - GRAPHIC A E SC N FE o ��__ __ - __� __ __ M , _ - - �V N- __Q _-_ - 1 - o-o o ---- 20 100 � �- -_ - --- 7777 7777 --- --- -- -- - --- --- - - -- - --- -__ - -_- _� ��-= 7777- -- -- - 00 0o- - - - -_ M'X -- -- - -- 00 --- -- - --- --- 7777- 7777-QO-�_--- - -- -- � - ----- 7777 --_w 00 - °0-�2---- - 7777- -- -- -- 38+ 00 39-F00 40+00 41 + 00 42+ 00 43+ 00 V- + 00 +75,33.4' STR. No, 61 FIRST METHODIST CHURCH OF CARMEL +80 41 .3' STR, No. 648 M.H� C-4 �& � 15 Pipe C 8, & �' RICHARD E. & +00,45' STR. No, 58 173 of 15 Pipe Req d, p See Previous Sheet Inv, S, eye'/* 12' of 12" Pipe Req'd. a JANE W. BOWLES Inv, E. Inv, S, 843.24,/ Q +00 STR, No. 59 Inv. W. 841.88 a 4 +80,29' STR. No, 64A See Previous 'Sheet a Ilk. Q I M,H. C-4 & +75 STR. No, 62 I I I 1 203' of 12" Pipe Req'd, a Inlet C-15 & I I (+34.5 Driveway Re 'd Inv, N S�z•9� II _ 11 ' of 12" Pipe Req'd. I I j 1 w-18,7' Inv. S. I a OI n v. S. --- -_ I I I I Inv. W. �¢Z 97 0 10 I +00 Inv. N. 842.53'fv I I I - 70 I ,.----__. 1 I 70 R/W I I j I / +80 STR, No. 65 + _ I I I Inlet M-10 & R/W I I I I 11 ' of 12" Pipe Req'd. -H _a I Inv, + I onstr. Limits 50 I I I 50' R W I I - - 50o Inv, N.-� '� .�a o 1L . /w F ---- _.__ + 20 R —o _ - �- - . R -_, _ 1 ,R =te E Y Q Proposed Ditch - - a --- A Ex, R/W-A — c0 15 F - - - - - - App. Ex. R/7W Cons Limits J ' Remove I - _ r' s ` -- 15'R 6 _ t > o I © �� _ 20 R _ �n 6 Remove ----__ - - _ co (]� - E - - _ _ - - - - - - - - _ _ -- - L _ - - - - - - - - _ - - _ - _ + u a�i - - -- - I - ' - - - - - - - - - --- .-- - - - - - - - 1 - - - - - - -- -- - - - - - - _ _ _ _ - - - - - - - - - -® ip - -` - - -- - - - - - - - - - - / W rn c°'n a3i 45+00 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ►► ►► - i � rn c LINE K - - - - - - - +oo p S 89'57'01" E L 15 °- (n ° 5 6 z N 10 I Relocate Mailbox Relocate Mailbox 126th ST, 9'R Relocate Mailbox L _ _ ——� - - - _ _ - C1� - - -- -- _ - - - - - - - - - - - - 15 15"R 15'R\ 6 15'R -\ n _� \ �� 15'R 6 Z ° N v IL 15 - E F E - - - © I I �n F ©I I © I I F - _ _ N o 'ii m V) Q _ - 20 R O - _ U X I _ - -- -�. O •--- :-.-- ;.-- -----`_ I I - - - I I � I str,. Limps W APP, Ex, R/W / "— - ,,, I II I ( I I App. Ex. R/W Con W I.F +61 .8 15 5 F:f)\-2C)'R 3 0'R ,�,. `-30'R I /--- . .........._ - .--• oC a w c� Y 7.85 56.19' 1 241! I I /= ;, -...... I I + a G t/� G G U 5 7.19 S I I I 11 rn °' I s 60 R/W +R I ► I I 60' R/W R w ,p °° 6 ' I w I +R � I I I 1 L - ----- 1 60 0 60 1 I +80 STR. No. 66 I _ 1 I I Inlet J-10 & I 11 +75 STR. No. 63 I , 38' of 12" Pipe Req'd, 1 I I 60 1 1 Inlet B-15 & I � I I Inv. N. 843.30 iv 43' of 12" ip Req'd. I w ' x I Inv. N. I Z I I I I o a 0 _ I `� I - -�_-_ x I 843, z i X Q I w I 1 �I I I/ --- - - l� o n Profile Grade a w c) . cal 0- a I a- I I a I 1 1 `�' I I `� J E - O along of Drive Q x ' Q Q I ( I Q I I a �_____� - Q- < ( a cn m ,nn N +00 74 STR. No. 60A a -Q � � - i- +86.4 Driveway Req'd. +21.0 Street -Approach Req'd. +53.8 Driveway Req'd. ¢ +68.1 Driveway Req'd, w a '� o; See Previous Sheet w=36► +05.4 Driveway Req'd. a ° oo _ w=22.7 w=22.7' w=16' J o o (D N !on s tr. w=20' o d c� r� x L'm'= ' DAWN 1�IIDMER MATTHEW L. & THE � Q +00 STR. No. 0 WILLIAM G. & BARBARA HINTON E JEFFREY JAY TEETER See Previous Sheet TANYA S. BART ORE LIVING TRUST For Legend See Sheet No. 2 014n An -- - - 4 - -- --- _- _ _ �A- - -- - - -- _ - - --- - - - - - - - ------- ----- = - ---- ._ - -- - -- - _ - e n f=- U �r- - ---n =-1,- - L --_- - - _ - -- --- - = _- - ---- _ _ _ - - --- ,� _ - - J - T 855 -- ---- - - - ------- U. 00- ---- _ . --- ----- - --- _ - --- -- - - — 855 -- - - -- ------ W u.w ir -- - - --- --- -- -- - -- - -- - - --- J Q 0. 00-lL -_--__-_- ----_.---...-.- -_-rrLY, _ Cc 850 , _ - --� � - - - IflwQ z --_ - - -- - - - - 850 -- - -- ----- -- - -- - -- - r i. - ---- ----- -- - - - --- - -- _ - - - __ 845 Z O _J' > - -- -- - ----- -- --- -- -- -. -- . ° -- 8" 0 - - _ _ — — -- W - - ----- 840 � Q � -- - — -- - -- - ---------- --- - -- — _ W 835 co - -- --- -- ----- -- - -- - - - _ _ -_- _ —_ — --- - ------- L -- .'-_- N SHF -r N0. Lai M -- - - GRAPHIC SCALE IN FEET Uj -- -- m-- -rte--- - = - 0 2 0 40 60 100 12 00 - - 1 - --- --- ----� sao - -- ---- - - Qo - -- -- -- -. 0 co 44+ 00 45+ 00 46+ 00 47+ 00 48+ 00 49 + 00 504- 00 END PROJECT RICHARD E. & 50+15.53 K JANE W. BOWLES QJQ Cn Q Q Q CURVE DATA P.I. 51 +32.25 "K" A = 31 °03'47" +05.4 Driveway Re 'd. D = 13°38'31 " w=10.2' R = 420.00' T = 116.73' Z Relocate / L = 227.70' O E = 15.9 2' as qpp Mailbox PC = 50+15.53 > +00 cc \ / PT = 52+43.23 0 � 15 5 --- ��pp. Ex. R/W H C 15R a 15 X26 +� ' �° _ __-- th - - - - - - - z 26 N \ / Co rn F E Z U) N N _Sawcut \ N W N o W � � R/W +FL' 15'R X D U PI = 51+32.25 Monument Type "B" Req'd. App Ex. RLW MAG.NAIL PWP. 85-706 JEFFREY JAY TEETER +32.8 Drive ay Req'd 4 126T w= 14.8 Q H sr �Q LINE "K" C Ln O 00 O / 0- 0 Ln �, S o� 85 0g. J E — N O \ 1 p 0`L � � O C7 Q � 3 TOP CENTER — N k O CUT X ON OF FIRE HYD. 0 N. SIDE MH C 0 010 � r-) Q �u 1 O 60 N BRUCE A. HOLE Q Q P.I. 51+32.25 K 9 O N a For Legend See Sheet No. 2 � (Rebar/Cap) n Con H -- - --- -- -- ---------- - ---- -- ----- -------- -- -- -- -- --- ------ ------ - - -- - - ----- J ----- ------ - - --- - tt.-- --- --- -- - - - - -- - - --- - - --- 855 - -- - - ---- --- - - - ---- - - _ - -- - - _- _ --- -- - - _ - - - -- -- - _ -- -- 855 Uj Uj 1z - - z Old - - --- -- - - --- ---- --- -- ------ ----- --- — -- ---- Z ac LU -- - - 845 O - -- -- --- ---- - --- - --- ---- ---- ------ - LU - ---- - -- - ----- -- - - --- -- --- - --- --- - --- ---- - ---- - ---- -- -- -- --- - -- ---- -- - - ---- - -- -- - - V co N - - --- - -- ---_ --_--__-__ ..._.._._.. _-- - --_._— _____ -__ - -- - _._-.__-__-- ___ rn O co co Ln O. - - --_ -.___._._.__ __.__—_____...___..__ .___-_ ___.__—__ ---_.__._- ._-_ _______-_ �_ - -- - - - -- - - NO. Ln N -- -- ---- ------,� - - - - ----- —-----� - --- - -- - - ---- -- _- - - - - -- _ - -- --- __----- - -------- GRAPHIC SCALE E I FEET Ln co SC N 0 20 40 60 100 13 lit 00 100 001 ------- 49+00 50+00 51 +00 52+00 /For Continuation of "V" Ditch See Sheet No. 25 ��a +75,36.5' STR. No. 72 o - +98 6.5 STR. No. 69 HELEN MOFFITT MUELLER M.H. C-4 & QtoQ rC MA C-4 & 271' of 24" Pipe Req'd. p` C C73 of 15 Pipe Req'd.C Inv. E. �u.83 J Inv. E. 827.49 Inv. S. N Inv. N 827 Inv. N. +98 STR. No. 67 a C C +75 STR. No. 70 Inlet M-10 & Inlet C-15 & M I , ' 12' of 15" Pipe Req'd. 3' of 12" Pipe Req'd. -� I + , / / Inv. E. °-�-Q- 6ZZ 3� ASPHALT EDGE 60 L Proposed Inv. E. 827.04 F- - - - - - - C � _____ — Inv. W. 827.53 Ditch Inv. W. 827.04 60' RAW z — .— — — — — — — — — — — — — — — 0 ---�-- - - - _C_ _ I J - - - - - - - -� - - - - - - - --- - - - - � p- - - - - - - - p - - - - —�-- W 0+ o I +[ - - - - I 1 6 F GRAVEL EDGE 1 + o 1 I I - +68 56.6 Lt. 828.05' co F— APP. Ex. R/W N `� 15 APP. Ex. R/W niTru __ M M M M M M M - - - --- — --- - - - - - - d CV __ _ _ - W - - - - - - - - - - - - - - - - II a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 0 16 + 10+00 P +I + 3rd VENUE S.W. 0C 15+00 LINE "S-1 —K"_\ 6 ° L N 00-!177 W � SPHALT N 00'46 33" W �II � O Z - - - - - - - - - - - - - _ I _ _ - - _ C- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - 1� - - - - - - - rn -- __ r-�zP ---- — — — _ DITCH — — — -- -- ---- ----- -- - ���� CMP C CV =i C D 3HO 3HO 3H 3H0 3H0 3H0— 3H0 3H0 —3H0 MHO 3H0 N 3110 3H -- MHO 3HO 3H0 3H0 Z L N - - - - - - - - - - - — — — — — , ITCH App. Ex. R/W.� cv 15 APP. Ex. R/W C\1 o 'll o W W .. to BEGIN CONSTRUCTION 25, — +39 ST o. ° C* ° ° U »c_1 _�» -------------------- ------ ---------------------------------•---_----....---._const_-Limits------------- -----...:----_=-- -------Ad just_ Casting- to _Grade---------------=------=----- STA. 11 +40 S +39 STR No. 301 -: Adjust Casting to Grade _ ASPHALT � ~_ TOP CENTER +98 STR. No. 68 PI = 14+46.94 OF FIRE HYD. +50 Inlet J-10 & A = 0'24 50 Rt. -�-Qp 1 `� 50' 55' of 12" Pipe Req'd. NCR 50' i �, Q LA Q Inv. W. - - Monument Type "C" Req'd o I pz�.-7Z :160 LINE "K° • +75 STR. No. 71 !� > 0 Inlet B-15 & o o 64' of 12" Pipe Req'd. i 5 E LO IA I ;I ��, - - - - - - - - - - I Inv. W. E N °o a, MAG.NAIL SIDEWALK I gZ7.Z8 iI — IN PVMT. I o 0 N O � � W I� MA . IN PVMT. EXIST. BUILDING I � �I Q- � z For Legend See Sheet No. 2 -I 00 N P.O.T. 10+00 "s-K-1" I HELEN MOFFITT MUELLER °o ° ° N X (P.K. Nail) BENCH MARK � CP#1520 Rebar with cap set. E Sta. 11+15.03, 80.70' "S-1-K" Rt. El. 832.27 PVi 13+00 -- -- -- ---- -- ----- -- - - ---- --- -- -- -- — ---- --- ------ ----- --- - 845 -- -- - -- C--- -- _- - - m - -- - -- -_ -- _ -_ _- - - _ - - __ - -- W W ---- -- --- - - - - Q --- -- - -- - - - -- -- - - __- -- _ -- ---- - _ _ -- _ - --- C-- -=- - -- - _ - _ -_- -_ 83 835 - - -- - --- - - - - -- ------ ------ - --- - -- 830 - - - - - - - - - _ - - - - - - - - - - - --- - -=_- _ - - --- --- - - Z �- --- -- - -- --- - - - 2 - -- ---- ---- - - - --- - - - ---- -- -- --- -- --- -- -. - -- ---- -- ---- O _.... __- -. ___ T -- --- -- — - -- - _ - - - -- - - - --- - __ _ Ln SHEET NO. co —T4-Y C14 N _.-. __--._ - - _ __._._ _.__.-_ -.__-- -______ -._ __..- - _- ..._-- -___-._.- -- -- - - -- -- - -- R A P H I ALE I FEET UJ 04 Lr) c� 14, L _ --- -- - - - - -- - - - -- A --- - -- - -- - - --- - -- -- - --QOM-- - -- - -- - ---- - —- - - - -- --- - -- - - -- -- -- - -- -- 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 +50 36.5' STIR. No. 75 +60,36.5' STIR. No. 78 +50,52' STIR. No. 81 +30 "K" STIR. No. 33 For Continuation of Line "K" See Sheet No. 9 M.H. C-4 & M.H. C-4 & M.H. C-4"& See Sheet No. 9 106 of 24 Pipe Req d. 186' of 24" Pipe Req'd. HELEN MOFFITT MUELLER 23 of 24 Pipe Req d. +38 43' "K" STR. No. 34 POT 1+ " " Inv. E. 8 ?, g° In v. E. 20,'73 I n v. E. 8z s.» - - Inv. S. 826.18 r 9' Inv. S. 825.68 " See Sheet No. 9 =POT 29+00.52 "K" +00 "K" Inv. N. 826.16 Inv. S. -d S Z Inv. N. 825.68 o Inv. N. fL�� ' +00 "K" Monument Type "B" Req'd 70' 70 + +30 "K" STIR. No. 32 +50 STIR. No. 79 I co I ee Sheet No. 9 +50 STIR. No. 73 i +60 STIR. No. 76 Inlet M-10 & B 6 Inlet C-15 & Inlet C-15 & 18' of 12" Pipe Req'd. 6 Y w F 3' of 12" Pipe Req'd. 3' of 12" Pipe Req'd. Inv. E. �zg,76 / \ I v. E. 827.44 Inv. 7¢- In �y ,GS / W ° +38 6' 'K" STIR. No. 35 In 827.44 Inv. .-*'. 8Z7 2S U L See et N 9 _J 0) +00 z +00 60' 60' 0 Proposed — .- z Const. Limits _ _Ditch _ — -- — — — — — / +75 STIR. No. 82 z ca _�_ M7 -Seie, Sheet No. 9 --•- — ► F F. F OWC 6 App. Ex. R/W� 15 N � --- App. Ex. R/W N M M M M M M M M M M -M M M �M M M M M M M- L N - - - - - - - - - - - - - - - - - - - - - - - 10 N 16 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + . . . . . . . . . . . . . - - - - - - - - LINE I'S-1-K"-,\ 3rd AVENUE S.W. 6 W N 00'46'33" W p Co ASPHALT � C - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - -- - - - - — - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - — - 10 I�P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z________ 8 PVC --------- ---------- ---- ____ N — � 3HO �e 3HO 3HO 3H0 3HO 3H0 HO 3H0 3H0 rn MHO App. Ex. R/W-� H o k 7 ,15 N App. x. N Z 0o N o -- ii � a V N 0 0 6 F 6 w w -J B B F F c a v w ad Y CL o co o G U 5 R — — — — --------------------------__---------...._-_—.. ------------___----------------- ---- Const. Limits -------------- ----------------_------------------ ------ ------------------------_=----- ----- — i +50 STIR. No. 74 60 R — — — Inlet B-15 & +�3 -i-6�STR. No. 77 +3918' STIR. No. 303 +50 STIR. No. 80 '••,} o ; Inlet B-15 & Inlet J-10 & ; w I. 64 of 12 Pipe Req'd. " Adjust Casting to Grade 64 of 12 P ' Inv. W. 827.76 ' 64'v, W. 1 8L�s� Inv. E. 826.13 Inv. W. 828.92e" Req'd. 6 z N .� N +25 U 60 POT 16+00, 39' Rt. "S-1-K" 60' w 00 =POT 10+00 "S-2-TR" +39,50' STIR. No. 303A F v F �� +70 STIR. No. 83 > 0 �n See Sheet N o. 9 Z z Monument Type "B" Req'd M.H. C-4 & I C) 0 O J 32' of 10" PVC Req'd. I:; LO I; Inv. N. Bz-7 39 - ' +60,4 "K" STIR. No. 36 J E B Inv. W. 'ezg' z +00 "K" ,°� I' See Sheet No. 9 .�' °' o N 60' +00 "K" 0 e; For Legend See Sheet No. 2 60' 0- O ° C6 N BENCH MARK O .° N r: ' X For Continuation of Line "S-2-TR" See Sheet No. 22 HELEN MOFFITT MUELLER ( p y pp ° C° , Q For Additional Intersection Detail, See Sheet No. WBM#1 Top northeast flange bolt at ti of arrow on fire h hydrant a rox. � - r� 25' west of the � of 3rd Ave. SW & approx. 200' south of 126.th St. Sta. 19+01.85, 25.22' "S-1-K ' Lt. El. 833.88 H -- - - - -- -- -A-8-- .40------ - -- -- - -- -- -- ------- - - 840 ___ _- ----- - _ _- - O ----- -- --- -- -- - - --- --- --- -- _- �- --- --- - - - W w U. __ _ _ -- -- -- - - 835 - -- - - - - - - - - _ - _- - - - � Z �LU -- -- - - - - - - - --- - ;, » - - 835 --- --- - - - - - - - -- - - _ - _ - _ - - --- - --- --- - -- -- - -- ---- - - - - --- - - - 825 - -- - -- - o� Q > -- -- -- -- co co co Ln O co 9- - - --- --- - - - - -- -- - SHEET NO. CID co N - �n-rn _ -- _- -� cn -- -- -- 00 r% -- _ -- - - -- -_ - - - _:_ _._ - -- - r� - GRAPHIC SCALE IN FEET -00 r - --- - -- -- --- - - - - -- - - �_ -- - _ -- i- - --- - -- ,a-s 0 20 40 60 100 -- on nol--r7 00 --- - - - - --- - -- -- --_ _ -- ---- --- --- -- - - -- --_ -- - -- --- -- -----rte�- -- --- - -- 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 HELEN MOFFITT MUELLER X x X Q I I Transition to Match xisting Roll Curb Q I +41 .7 Stree Approach Re 'd PI = 22+91.01 I w ' 0 = 00'58'46' Rt. W = 36 NCR II Monument Type "B" Reqd � I I !n �G7} I I Q � +47 STR. No. 84 N +15 I 1 1 rR Inlet J-10 & 60' mporar R/W I I 62' of 12" Pipe Req'd. I I I I I � �. z Inv. E. gz8, 97 Proposed +00 +15 — — '— r I �, + 5 p — Ditch 50 50 K N ° 0P �_ �w�<k +40 co +00 - -p- - - - - - -__�___ - - —. r —5_- R W 50 55 — I ► = --x -=-�\----- _ '_ 0 41 App. Ex. R/W 15 E ` - - - - - - - - _ 1 1 — - -- =- +00 M— M \ — � � -APP.--Ex-. --R,LW�— _ _ — �- - - - -�� - - - - - - - w --------------------------------- - - ------------------------- ---- ------------------------ - ----- - --- N w _------ r4') w w r� w W N ---- - '--w- ----------------------------------- + 3rd AVENUE S.W m �, 25+00 Sawcut �' I IN LINE S— — G ASPHALT N 00'-4 33 W O N 001 I I 1 K" ASPHALT P O -0 ASPHALT Z - _ _ 8" PVC - - - G G G G G I I I - - - - -'� - - - - STRAIGHT BACK CURB -_ - CV '� G / Imo _ ` - � _ ---------------------------------rn----- - ------ BHO --- \ 15" CONC �l I 1 �1 C o�0 N O ------- - -- ------- -------- HO App. 3H0 3H0 3H0 --A 3H0 Al �Cr— Al , 15 pp . HE/T HE/T 1/3HO 1T�3 0 1/3HO- Z < r - — — -- �� +1 \ \I App. Ex. R/W ry I r U N o W � o= o 11 + I II I \ \\ "' W M C _ +0 �� III co N Q vS G F = o �II Q C0 W Cd Y - - - - - a5 30 z �� III 1�� �( 7rr✓ a o v� o o U '�' 45' \ M 45' II 45 +41 STR. No. 304 , 45 II Adjust Casting to Grade ° " II Plug Outlet Pipe X4.8, Za ia9 +00 :\ , o a 60 +70 /P� sNL�-r- o "s 65' +15 12 '' ,QcP 65 +47 STR. No. 85 Temporary R/W II> +42 STR. No. 305 ° Inlet M-10 & III Ex ting Sanitary M.H. ' a +ASS IIm z 70 of 12 Pipe Req d. �, Commercial Drive Re 'd II> 40 of 10 PVC Req d. ° o O p 00 Inv. W. eze z� � Inv. S. 828.60 LO Inv. S.E. o�. , W = - ?-4' 11C END CONSTRUCTION � o II STA. 25+20 "S-1 —K" J co m ° N HELEN MOFFITT MUELLER JAMES & MARY JANET COVERT Monument Type "B" Req'd o o e For Legend See Sheet No. 2 0 _I O co N Q Q a BENCH MARK O � N � X CP#1502 Rebar with cap set approx. 25' east of the Ct of 3rd Ave. SW and approx. 25' north of the � of 126th St. E Sta.23+85.20, 27.39' "S-1-K" Rt. E1.833.06 - --- ---- - --- ---- - ------- ------- - ---- -- - - -_— — -- — --- -- -- --- --- _ -- -- -- - -- -- - - --- — ------ --- ------------ -- - e a _V'� ---- --- -- ------ - ---- ---- - - ---- --- - - - -- -- - - ----- --- ------- ------- - --------- -- o -- - --- --- - - ---- --- -- - - -- _. .------ - - -- - -- - - -- -- -- -- --- --- - ----- ---- -- - 845 -- -- - - -- - --- --- -- --- - -- - --- - - -- --_ - __ -- - - -- --- - _ _ — --- - -- --- - --- W U. --- - - - _ --- - -- - ----- -- — - 840 -- ---- - -- ---------- - ---------- -- - �-- - ------ ---- - --------- - 840 C.'3 _ -- - - ---- -- ---- --- - -- :- - -- - __ _ _ as -- -------- 835 --_ --- - - • -- - -- _ -__-- - --- _ -- --- - _- -- _ ---- - _ -_--- _= -= - =- ____ --_---- _-- - - ------ --- - _ _ -- 835 Z O �' a. _ - - -- -_ - -- - - --- - - - - - - Z 830 - ----- ---- -- -- --- -- - --- -- ----- -- -------- ----------- ------------ - -- - - - __ - --- -- - ---- - - - -- -- -- --------- ---- ---- ---- -- -- -- - ---- -- - ----- - - --- - -- -- - - - - - -- - N O __ .-.__--_ Ql �� Ln N SHEET NO ao Ln ,� ___- - - ---- ------ - --- - - --- ---- -- -- - --- - -- -- R A P H I ALE I E T (� --- -- - - --- --- V N _ 1 C, P-0 C4— 147 Try co ce Co 22+00 23+00 24+00 25+00 26+00 I 1 I � I I ICA �c AMERICAN UNITED LIFE INSURANCE CO. III QI , � I III a l I 00' 00' � III ry II X I E. NICHOLAS KESTNER --- ° III W BEGIN CONSTRUCTION I --� II a "S-2—K" +14 30' STIR. No. 311 JI 'III Q STA. 40+40 Adjust Casting to Grade cr- III Monument Type B ' Req d — — _ _J I 111 I I I ® +00 111 1 I +10 IL 65' 111 ► -- - - - - — — — - -� 75 ` I I _ - - M \11 \ 1 +56.28 Driveway Re 'd Z \\\ \ I I I ( �' 1 w=35 25'R APP- Ex. \\\ \\ I I I 25'R cv Provisional ro App. Ex. R/W App. Ex. R/W II / T o — — rT. R/W cc \\\\ \ App. Ex. R/W� I� \ BLIND BENDS IN 1�h c�% Tie t0 Exist. ,`S \� I F T T E C T\E E- App \\� - - - - - - - - - - - - - - - - - - - - - - -1 \- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 CML T T Curb T A \� — _ Ex. R/W - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - -� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _____ — _______________ — T----- 36" -- — 6 _ - - - - - - - - - - - - - - - - - - 15" RCP _- -_- - — t---- \ � — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — - — _ _ __ _ _ — _ — - 15 RANGE LINE ROAD � T I� T T --T T T T all RANGE LINE ROAD K N �_ N K II I o W + N K +I 0+00 LINE "S-2—K" I I + I c LINE S-2—K N 00°50'57" W 17 II N 00°13'57" Wll� 17 Ili N NII I i + z K 8° vCP 8" VQP T Sawcut 15 1�1 -- ------- ------------- — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - O ao o - - - - - - - - - - - - - - - - - - - - - - - - — - - - — — — _ — — — — E E E E E — — — — N F- Q — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — _ _ — — — _ _ �ht W W - M CO — — _ — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _=_ � \\- - - - - -�/ /� - - _ — APP. Ex. R/W --- --- --__--___=_ = 6 C F - - - / — ------ 20 R 3 - C- - - -. - - - - - - - - - - - - - - � � \\ L - - - - - - - - - -- — — 12° RCP 1 � Q U W � Y /i — �\ �� - - - - - � \\ - - - - 12' RCP - I — 1p R (. C) 0 U /�-- - - - - -_ -- - - - - - - - - - - - - - - - ,fl u \\ — APP. Ex. R/W Tie to Exist. I M I I PR---Ex. R/W App. Ex. R/W — — — — — I, \\1 \II �I Curb _ — _ - - _ I r� +R +50 90 00 - - - - - - - - � - - w - - - - - - - - - - - - - — — j� � 11 li X11 �� li = _ _ - - - - - - - - - II I� — � � 52' 52 I — — +910 52' 52' j I I \\ JJ II I II II +21 19 STR. No. 312 +50 1 5 jAdjust Casting to Grade 58 1 I Temporary R/W / 1 11 �I j F_ Q +33 18' STIR. N :). 310 Il I i : Adjust Casting t Grade Ln III I 1 I Additional Structures not Shown U _J C:)+69.91 Driveway Req'd o°o Ln I 1 =p w=28 a- G III w I I 49+43,25' STR. No. 306 53+98, 16' STR. No. 308 PHILLIP L. & -J E c�' ° I Adjust Q THELMA K. & DONALD M. & `� �., II I I Casting to Grade Casting to Grade Q a -� - III Q I I = Q RICHARD A. TRAUTEUTTER Q WANETA DUNKERLY CL � 0 o Q I I v Q JUDITH E. STEWART W I 49+89, 23 STR. No. 307 57+20, 18 STR. No. 309 For Legend See Sheet No. 2 � 0 °O 0-) - " I� X I Adjust Casting to Grade Adjust Casting to Grade ° � CO BENCH MARK O co , Q — ro � CP#1531 PK Nail set in southeast corner Carmel Plaza parking lot. Sta. 61+35.45, 72.79' "RL" Lt. El. 834.08 �"'� U. 850 » _ - »- ---- -- --- - - -- - -- - ---- - -- - - - - - -- 0 W W oc -- -- - -- - - _ __ - - --- - - - ------------ ----------- ---=_------ -_------- ------- --- ----------------------------------- — 845 __--- - - ___ - -_--- -- -- - - - - -- -- -- -- - --- --- --- - --- _ --- _ - - - - _ --------- ------------ ---- --- z 0 :5 UJ 835 --- - - - --- --- - -- -- --- --- --- - ------ - -- CO) CD Lo Z -- -- -- -- - -- - - - - -- - - ---- - - -- -- - - ---- ---- - - -_- - --- _- _ _- - _ - - -- _ - - - - -- - --11111stm-g -Sewer, "' -- -- - SHEET N0 CL co 04 L0 A 00 -- -_ - - - --- --- - --- ---- - -- -- - -- - - -- ---- GRAPHIC SCALE I FEET N rn --- - -- -- --- _ _� __- -- -- -� -- -_-- - � - - - - � - -- -- - - -- --- _ ---- --- - - -- --- - - 20 100 17 -- -- ---- - ----- S�----- --�--- _. --- --- --- - --- _. -- -- -- 40 6 0 o -- - -- - -- - - - --- - --- -- C6 - -- -- - --- -- ---- -- - -- --- - -- -- -- --_ ay - - - -- - -- - --- - -- UJ - - --- - - -- y --- -- - - - -- -- -- _- ---- --- - -- - -- -- - --- -- -- - -- -- - -- �; 0 - --- -- -- - 00 - - o - 38+00 39+00 40+00 41 +00 60+00 61 +00 62+00 AMERICAN UNITED LIFE INSURANCE CO. TRUSTEE OF THE DECLARATION OF TRUST OF JAMES E. & BETTY J. HUFFER HELEN MOFFITT MUELLER +65,37' Rt. +00 STR. No, 90 Inlet M-10 & Typ_-_!p_� Light Fixture Req'd, 8' of 12" Pipe Req'd. - - - c� II �� ; ► i I II �, See Sheets 19 & E-1 � +85 STR, No, 92 a 11 I � � II ;� , +00 STR, No• 97 Inv, SE 831 .87, _ _ _ a I1 +32 29' STR. No. 94 ; d- Inv. N 832.51 Inlet J-10 & Q II I a Remove Existing Costing 80' of 12" Pi Re 'dl 1 I Ad just Costing to GrodLe ------�_--J II 4 7 ' STR No. 89 Inv, E 833.31 p'� q VIII '; p m Replace with Inlet Costing +89. 8 2 58 +12 Street A roa h Re d 11 ; +50 +73 STR, No• 96 II that fits Structure II Inv, S 833.67 °' Adjust Casting to Grade w=581 Temporary /W 1 ; 80 Inlet J-10 & II t +80 _.. f +50 38' of 12" Pipe Req'd, II 0) Inv, N 833.69 +00 +65,37 ��Lt. , , , 80 72 Inv• S-�T, I T �3 .�5 7 R I Inv. E 833.69 72 �, E_ +00 She--�C._ Light Fixture Req d. ASPHALT +80 +00 11 , 2 /W I 65 See Sheets 19 & E-1 65' R W M 5 65 I ' '— -' — ASPHALT "' "� - - 30'R 30'R - •y 1111 I I o a App, E Provisional /W — � '.f. I ----- ------ Cons ----- o-- 'tm�-- ----------------------- - -- _ it _ -----T T-- -- > _----- --- -----T------ -----T F T T L x o - �, E \ T - -�T _ H - - - -- -- - - - - - -- -�- — T �Ap�_Ex. Provisional R � + v —E —E- F --- E _ �. — — E -- h '1 T — — — F c(0 v A Ex, R W - m ASPHA Rb T T T T -� PP' / -- - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - Rb T y App. Ex. R/W — �_.. T— -� _ - -� 36" CMP = ___—�___ 6CMP - - -- ---' --- 36 CMP — — — � - - - - - - — - -T-- - _�., _ - T - _ _ - - 3 — - - - - � _ - - - 3 - - - - E — Q F- - - - - - - -- - - - - - -rte = - -` — - -_ - - - --- ---- - - - -_- - _-- -- 1GP- _ _ _ - - -- - -- - - - - - - -- - - --- - - - - - - - -- - - - - - - - - - - - -- -- -- - - - -- -- _ - - - - — - T� - ----------- ------------------------ ----- --------- --------------- ------------------------- --- ---------- ---- --------------------------- -------- ------- ----�----i�--REP---- - f-- ----- ----- -- -- - -------- --- - ---- ------- - -CHAIR BACK CURB 11 -- ---------CHAIR BACK CU B------- -- -- 1 Cap Inlet Cap Inlet I emove W 1 Cap Inlet _ —T T - —T T - —T T- �� T T T T T T— T T T T T T T �f T T T - T- v 16 Remove 12 Pipe K N �� r 2-2" Signal I1° 1 /� K N RA G IN R A II N K �/ + + Conduit 1 N E L E O D + � �, 1 10 H °' a a� -� co //Q oo - 65+00 I 1� LINE "S-2-K►► II oo + _- 0 U oo //�ry Ilo 1 1� N 00'13'57" W II 6 N 0 C // rn N I I o ad I Z N K // + K �� II ° I I //+ K N 16 „ 1 X11 °+ N 16 K 10 Ca Inlet I Q vCP _/ p a V - _ __--.--_____---..�.��------ — -- -- --- -- ____ -- =—ins=— ___ _�+�--_- --- - - ---- -- -- -- - — � Remove op Inlet Cap Inlet-� --- -------- -N -- ------ -------- ------- - / - _ ------------------- - - _ --------------_----------------- - ---------_ ----- ------------------- -- - --------- - ------ - -- - _ _ -------------------------- - ---_ _--__- - ----- ------------ ------ ------------ -------- _ _ -- - - - - - - - - — - - - 1 t - - - - - - - - _ _ _ _ _ _ +88,9 R N o In M . -- -E- - —E>1--E= - - -- - - -> -�F _ - T E _ - - - - � - _ -- - - - -_ E^- _ =- - ^E== - '� E E a ��—� - - - -E--- - - - -E- --- - -€� - E -E ;; - _ - -� - -- - _ - - _ _E— Z Q -,N - -- -- w - -w w w = w w w w w w w - w w - - w— w - - w I I ~ c�'i� ---- , R - _ _ _ o - - - - -- - - - - - - - - - - �_- - - �� - -� _ - - - - _ - - - C G _ Rb I 11 Rb G 6 20 R R F 3 R 6 w w -- Q F 201 i Co I F I Ca 10'R F 1z" RcP �-� ���\\ 1 N � ��� " F C3 W w C Y ?►? - �W R' M R R _ 30'R E 1 30'R 10'R M 'Q R / 0- Rem ve App. Ex. R/W a 0 0 0 0 --o - - - - - — ' - - - - - - - — -- - -- , 3R _- + — +40 52 R�W Cop Inlet 1 _ ___- - = -___ __ _ - - - - _ _ _ _ _ _ _ - +00 +90 _ .. 52 +R� I c I 1� -_- +mss - / _4 +00 52 52 I I +63 49 STR, No, 93 52 I ► I I +31 34' STR. No. 95 52 53,5 55 +73 STR, No. 88 I I I 1 Inlet E-7 & 11� I Sawcut Inlet J-10 & +90 1 ( +40 4' of 12" Pipe Req'd, < ! I 1 I +R Ad just Costing to Grade +45 I +30 1-*+0 +40 +6 19' STR. No. 314 > >� � 60 � I K N � -� II 60 52 . 2 of 12 Pipe Req d, 60 Inv, W 833.40 I / I I II 62 �/ 62 R/W Ad j st Casting to Grode Inv, W B Tem orar R W +83 STR. No. 91 I ` I I II Temporary R/W 1 p y ,l +65 37 Rt• I +5 48' STR. No. 99 '' ° Inv. E B3z,�o Inlet J-10 & " I — — l ; 11 +70 Drivewa Re 'd T e C Light Fixture Req d. 2 of 12 Pipe Req d, Sege S eets 19 & E-1 I I I I II w=2Q Inl t E-7 & ° o 0 +08 STR, No, 98 +81 , 46 STR, No, 8 / 40 of 12 Pie Re d. In l Inv. W 833.13' I I I I II o ao Inlet E-7 & a I I Q I i Icr ll Inlet J-10 & +19.5 Drivewa ne d p q N o X I I z I II 8 of 12 Pie Re d. Inv SW ' IX P q w=16 -a o a, 14' of 12" Pipe Req' +20 20' STR. No, 313 ``' I 1 O I 1 lw II Inv. S 83�:3� g3s'6s' Q' _L o'' In N Inv, +01 Drivewa Re 'd +32 Driveway Reg'd Ad just Costin to Grode a I I z I I I a II Inv, NE��ss 7 ° o '� gsz,�B w-12 w=12 a g Q I I I I i< ii For Legend See Sheet No. 2 o rn to FREIBURGER LP J o � co N PHILLIP L. & Q ILLIAN W & BENCH MARK o d .2 N x W +12 Street A roach Re d JUDITH E. STEWART +65,37' Lt. SHARON W, KNOWLES w=24' CP#1521 Uniset Nail set in conc. walk on the west side of Range Line Rd. approx, 175' south of 3 r _S_ Type "C" Light Fixture Req'd, the intersection of Range Line Rd, and 126th St, See Sheets 19 & E-1 Sta, 69+52,32, 33.58' "RL" Lt. El. 845.32 E ' --- W - a � ___. 11 845 - - -_-- -------- ---- __ -__---- -- 0 - ------------ _ 845 C� _ --- -- ---- --- ---------------- - - ------------ -_________-_ ________ ------------ --- ---------- ------- - _______-____ -_--- -- --- ----- - ---- ------------ -_-_______ ----_ -___--_ _-__=_-__-__ ------------ --- -�_--__- -----------_ -__-____-__- -- - ------ ----------- ----------- ------�---- ------------ Z '� 84 0 - - _ ------ - --- - — 84 0 H 0 ..1>�' Q - - - -- - - - - - ____ _, -- W F- OC -- — _ (� ��! 835 -- - -- — - - --__ �� _ - 835 cc __ _ _ _ _ �— V ,� -.- - �- �- rn - -...- - - -- - -- - - - - - - - _ --. __ ___ -- -_ I- - - __-.. - - - __ -- _-- a .__. _.__-_ -__ _.._ -. - - - _ -- - -- - --- -- l-- - - -- my s28. --- — - --- a r_Y._ — – - - — U; _- _ _- --.-- - - ._ __ /1 --- _- .._ __._-. _ - — ---- -- _ ___ _ _ _ -- SHEET N . N M - — -- - GRAPHIC SCAI-E IN FEET d --- - - -- - -- -- --- -- — r M — - ___ - -- ___ T--- ----- _ -0 2 0 40 6 0 100 1050 _ — � oc, – oo ---- - -----— �- - ------- --- - °0 _ -� ---- ---- - - - — -- 62+ 00 - 63+ 00 64+ 00 65+„00 66+ 00 67-+- 00 68+ 00 " . e0� �i*7 +84 STR. No. 100 For Additional Intersection For Intersection Lighting ,0� " i`7f10' sIt Remove Existing Casting P.O.T. 71 +36.49 "S-2—K" Details See Sheet No. 11 & 24 See Sheet E--1 / I �' � `a' ' � p'� Replace with Inlet Casting =P.O.T. 40+82;11 ,K � 1 ���''�y ���D ���� .ir v�` P 9 Monument Type D Req d . +49 STR. No. 101 I } w r opt that fits Structure Inlet J-10 & Q / I = �*•: STATEOF '- Inv. S 837.93 (-`�"`---- , a Inv. N 837.96 3' of 12" Pipe Req`d. f GRAVED I , �,,., ".. - . .� !V�}�NNP- `�* Inv. E Inv. E 840.8 W 1 � t Q I ASPHALT „ v P '+04*«��a 4a+s �] I z I -ft . / � I L . 839-1--'!r (Wj 00 " CONC. WALL r -1 Relocate and ,Recon ect Ex. Wood o Z 49' 1 5.1 "K" j Pole and Fixture if necessary 0 � . +Q© 1 =- J APP Ex , EXIST. BUILDING ° o 100 72 +50 1 Provisional R/W M tar 1 k W II � � . / _� + 1 Modular B Block a . 69 1 Tern ora R •12 °' _ .... "� +27 "K" TREES 67' I p (see Detail Sht's. No. } ; , -- - __ _ -�- ------_.. - �` 1 , I ASPHALT /:: 6 �I L __ _ _ _ Q . 1 Q / 40'R ` -- --_ .,1 0' , +35 �' °�- _ .!---- �`� �, 401' +0 I -- -- L_7..� � 'may 3 , J +_ ____ __ _-- — -- -- ---- FUTURE R�W �oEwAL . Ex. Previsional. R/W 4' V -- -- Lx 0- --T--- ._-Lx. �e vis+en a' R �' 'T — — r T--- T T--- - r- _� — — -- .0 0 � 0 F­-A-=�%X - APP• Ex. R W R _.__ _ a R APP. X. •.1 - _ _ _ _ _ - .- _- _ - _ � _ _ CONTR $3 q '�117_ _—__ -- -_- __ IL�C}i _ _ _ _ � - _ _ SIDEWALK - _ _ - _ - - - - - - - - _ _ _ _ - - � =_ - -�E _ -- _ E --- 3 — _���� --- - - - 4r- -1 _ -. _ - _ _ - _ _ _ - - - - _ _ - - � _ - C TI _ _ , _ _ _ _ - — _ - _ - - - _ - _ - __ - - __ _ _ 3�_ _ _ ��"_ _", - =E E ---E _ E E E E- E J SIG. MH�i CONCR£ (�,I -' �� - - � - - _ - _ - _ _ - _ T - __ -_ — _ _ - - _ ,l Cap Inlet � - - � CHAIR BACK UR8 - �, � ;�, St - CHAIR BACK CURB CHAIR BACK CURB � � '� � _____-__ -_-T.__-__ _T T �'T -T T T T- -T T 1 1 1 1 1 T T T T T ""- T '"""T" T � •� P 1 N 1 2:� K 11 K to N X � 0 �v+ tf q rr? '•_1 � .10 � 0) v1 � CJ LINE S--2-K 6 "' ^' ���` � � BRASS PLUG FD. B ASS PLUG FD. � 5 j T d N 00'00'33 �' �' ° If �� I 10 N + II K �� + RANGE LINE ROAD o --�+ _== --- �= -- --- ^_ I �_ ---- — ��-=--- � 8.. vcP — K N __- -- _ 1 �_ _._ _ _ _ _ - - - _ - __- - Ca_p Inlet _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �. - Replace or Reset _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 - -- - - -- -- - - -- -- - - - - - - - - - - - - - - - - - - - - _ _ ---__ ct l Boxy -' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ _ __ _ _ __ _ 00 a - - - _ _. _ - _ - =i a-� - - _ _ _ - - _ _ _ _ _ - - - - - - - - - - � 6 w 8. - _ _ _ -� � " " -_=___ —._ --- - --w� �_w- — -_-,w, w- ----w J _ _ _w� _ _ _ -iw w- � � y 00 - -- - - - -- - - -- _ _ _ _ _ _ _ R Ca R /- _ - - - - - - - D- _ _ - - - >\\\ /� T �_ .E _ W 2. - +5 �� /� F , 47' F 2 0 R ` , Mme.. �2µ F y - F—=" ___._ App. Ex. R/W 47' R W - ""' ___- _. o _._ -.--.- ___. __ _ ..,____. - - -•--- ---- p p--E /w^' _ I Ili I * + -�c,r� ,...... %-.---- -° �: III +Q 0 + - m IIf v� 10 +90 m M I +50 10 erne. `F I I p f , 52' it I 50 I 11 4 0'R 50 0 +09/1' 00 it Q // ` I +R +49 55' II Modular BI �k Wal �/,� `l �. +35 1 l- - - - i 75' �- _ 2 I G I I I �'� II (see Detail Sht s. No. ) Q / 51 , , . `T' I +50" +90,37' Rt. + 0 47' Rt. , �0 . �1. " +95 2D STR. No. 315 _ G- -- G T e "C" L'r ht Fixture Re 'd. „ , 1b i,/ +90 ., 10 +35 Adjust Casting to Grade I - _ y9 ._.__..__.. 9 q Ty0e C' Light Fixture Req d. // 68' 3 68' 3 g I 1 2 " - - See Sheet E-1 Q Seib Sheet E-1 Temporary R/W odular Block Wall .,� `�, � I 11 I I A = 0'14 30" Rt. q II Replace or Rese ir X I 11 3 Monument Type s Req d + 13 Driveway Re 'd (see Detail Sht s. No. ) .' 1 - 1 I I � . I o o �� Water Valve __ _ _ __ _ - - - _ _ _- - - -- - - _ -- Q co I to III _ * For Le end See Sheet No. 2 I- z' 00 I w=28' - i . " ii __ _�______� _ - - - -Sign to be Removed f- I � I Imo' BENCH MARK �' -c (n rn a � �' ! I ( CP 1500 Ma Nail set in parking lot a rox. 8' west of the back of the cone. sidewalk on the c} �t t`- +50 STR. No. 102 F 1 I I u-+ � a I rn ,- ,- * a I 1 ( west side of Range Line Rd., approx. 150 north of the intersection of Range Line Rd. a d co cn Inlet J-10 & I I I and 126th St. Sta. 72+76.52, 42.26'. "RL" Lt. El. 849.51 Q o v (D ! 3' of 12" Pipe Req'd. i 1 + p 'K' - r4 r- x Inv. W 841 .17 '� �, CP 1521 Uniset Nail set in cone. walk on the west side of Range Line Rd. approx. 175" south of y r• c ' ) U<� . Q . . . . . " / the intersection of Flange Line Rd. and 126th St. w Sta. 69+52.32, 33.58' "RL" Lt. El. 845.32 -- _- - _ ___- - - _. -_ .--- -- -_-__ _ -__ _ _.. ___- - -_._ __- -____ --- -_- ­-.­ __- - --__ __ __ __ ___- ___ __-_ _ __ _ _ __- __ _ - - __ __ __ ___.._ . - _ - -- _-_ __-- ____- _ __ - _ ___ -- __- -_-- -__ ____ .___- . -___ __ -_ _____ ___ _ _ _ _-- . ____ _. __ __ _- -- . -_ _ _ ____ ._ -_ .. Existing light pole & base to be removed completely including base, _ _ _ - _ - -- ,__ _ - . _ _ - _ - _.-- _ ___ _-- _ _ __ - __ _- _ --_ -._ __.. --- _ _ _ -_- _- __- -_ _ __ _ _- ___ _ _ . _ .__ __ __ - - - - -- _ . - _--- ' _ _ -- - - _- -- _ - _- - _ .-_ - .- - - - .._._ _ _._- -- - -_._ _ .- - .- _._- - _ Transport poles, light fixture and all accessories to storage location _ _ --- __- _ ____ - __ - - _ _ - ____- ---___._-_ ._ --__ -_-___-- __ - __- -._-____-- -_ -.-_ --___- -__._ _--__ ____ ___ ___ .._---_.__ _ ___ _____-_ ____ __-._- --.._ _._. _ . __-_- _ -.__- _-..- _._. ._ .-_ .._.__ -_y _---_-.- . -- : :______ _ . 11 - - - - - -- - -- - --- --- - - -- : as directed by the city of Carmel Disconnect electrical circuits at 1-1 _ -_ _- ._ __ _ ____. __ _--- ___ -_____ _ _ ______ _____._ _ , ___ ___ ____ _. ___.___ --_. _ ___ _ ._- ______ __-___ _..- _._.__ _-___ . ._._ _______-----_______ __-__ ___-______ _.__ __--..-_--_ -.__ ___-___ ____. -.--- - --. ____ .__ _ -____ - _ ___ __ . _-__- -- ____.__ __ -_ - ____ _ -_--11--­­­ ­ ­ 1 __ ___. _ _ -_----____--_ __- _. _ -__- ____ _,_--____ - --- _ _ _____ -___-_ __ _____ _ __._ _-.-_____. ____- . _ __-_ ______.___- _ ___.._____ _.--__-__ ___._ --_----___.-_- _-______ _ ___-_-- - _ _. __ _ ._ __._-----__ service. R w e - source and remove wiring to sery c Remove conduit here expose _ - _ -_ - __ __-- _- _ -- _ ____ . _ _..-'_ _ _ _ __ - - o disturbed and abandon remaining conduit 'n place. _ _ ___ _ _. __ _ __ _ -_ __ _ __ __ __ - _ - -- -- __ -._ _ _.- _ - __ -_. _ __ - _ _. _ -- _ __ . _- __ - -_ . _ __ __ __ _ __ __ - -_ _ _ _ _ __ _ _ __ _ __ - __ _ _ _-- __ _ I t . _ __ - , ___ _ ___ _-- _._ ___ _-- _ _ _-- _ -_ _ __. __ _-_ _ -- . __ _ __ _ _ _ _ __-- _- _ _ __ ----._- _. .._ _ - ___ -_ __-_ --_.__ __ ew n rse ion ing, See Sheet E-1 . -_ _. _ . _ _ _ _. _- -__ _ _ - _-- _-- --_ _ _ ____ -- -- _-_- - _-.-- ----.---- N to c ' Light _ - _ _- _ _ _ _ - __ - _ _ _ __ __ __ _- _ ___ . _ _ _ _____ _____- _____ _ - _-____ ____ -_ - ._____- - .-_ ____.- --__ - _ _ _ - _ _ . - _ - - -_ __- -__ _ __- __ ___ -_ _ _ - _- _ _ __ __ -_-_______ -__--- _ _ _ __.. _._ .__--_-._____--_- _ ____ __......... _ _- ,- - _ General Not - __ _ __-__ _____ ____._ -- -____..-.---_-____-- a es For Pole Light Schedule, See Sheet E 1. 80V 1 _ _ _ _ _ _ _ - _ _-___ - _ __ -_ ___- ____ - ---- -_ ___ ____ _- . ______ _.-.__ ------___.__ ._ . _ _ -.__ ___ -_ __ _ - _-. --_ _ _--- . - __-_ __ _____ _ _______-_____-.__ _ . . - _ -_ __ -- - . - ._ _ - - _--- . . -_ _ .._ ------__ _ -_ _ -- - --- _. - _ _------ _.-_ ._ - -. -._ ___. - _ _. _ - _ _ - 0 _ _ _ ._ _ _ _ _. _ _ __ . __ _ _ _______ ___ _ ___ ___. __ _ - __ -- -_--_-_. _ .__.__ ______ _________ 120 Volt connections to light pales by Clnergy. 8t3 - - . ___ __ _- - .. _ _____ ___ - __ _. __-- . -_ __ _ _ __ ___. ____ _- _ -- _-- - - _._ ----_ _ ___ _ ___ _-_ -__ - -_-- _.-_ _ __ . _ _ -_. -._ - __ ----_ -_.. __ __ __ _._ __ -- ___ _ - __. 1 __ _. _ - _ _ _ _ _ ___- _- __ __ - ___ _ _ - -. ___ ___ -__ __ _ - .___ _ __ _ _ _ __ -----._ - - . _ _ _ _ -- _-- -_ _- -_ __. _._ - _._-, _ __ . _._. _ _ __ _.. 11 _ - _. _ ____ _ -- _. __ _ _ _ _ _ __ - _ _ _- _ - __ _ - _- _. _ . _ _ _ _ - ___ . -. -__ _ - - --_ _ -. ._ __ ____ . . _ -_- - _ ._ - __.- _ _ __ _ _ _ _ - __ _ -__ . _ _ _.-- - ---___ _-__-- _-_- -_ __ _._ _ __ ____ ___ _ ____- - __ . -__ __ ___. ___ __ -_. - - - -__. _ __ _ ___ - __ ____ _ . ._ -_.. -__ _ ._ --_ -._ ___-_._ ___ _- ___ __ _- �_­ !I " _ - - _ __--_ - -. __ ._.-_ .- __ __ .._.. _ -__. . _. _ _ ___ ____ ._. __ __-- _.- _ _ _. ___.. _ ___ _ ____- ---- _____ __-__ _-___ _ _ ___ __- -.-__ ____ ___._ _ __ . __ _ _ --- . --- _ --- _-_ ___ _.-- -.-_._ _ _ _ ,_._ ___ _ _____ - - ----- - ----­­­-11­- - _ rt 5 _ _ _ __ _ _ _ . _ __ __ ___ _ _ _ _-_ __ _ _ _ . _ --_. _ ­-r­­'­­'-­'-'-­'-'1.8 5 _ - - _ _ . - -_-- __ _ _ _ __- - _ __ _ _- - ___ __ _ _ __ - . _ _ _ ___ - ._ _. _ .. __.- __ _ _ _ _ __ _- -. _- _ _ _ - __ :� - - t . _ - _ __ __ __ .. _ _ ___ _ _ -_ . __ -__ _ __ _ _ - --_ , -_ _ -_ - _ -- _ __ , -_-. - - _ ___. - _ _ -___- - --__ __ -_-_ - .-_- -_ _ _ _- -__-- _ ____ __ __-____ _ -___-_-_ _-_- _--- _ ___ ___ ___ _ _- _ _.-__. . ­­1­11- _.._ _, _ - _ _._ __ _ _ - - - _ _-- -- _ -__ - _ __- __ . .- -_ _ ___ _ _ __ - _ ___. - ___ ----- _ __-_ __.- ______ .__ __ _- __ _____ _____ ___ __ __ _ _--- -__ __ - _ _.____ ___-- -----________ __ _ -- __. -__ _ _-.-__-__-__ _ ___ ___- .__. __- ___-- - ___._.__-__-.__ _ _-____ ._-_-- _- -_ -___ _- _ _-_ ______._ --__ 1 _ _ __ - _ - _ _ _ _ _- _-_ __ ____ __ __ _-_-- _- -_ ___ -_ __ _ _� _ _ __ _ _ .___ ______ _ __ -__ ___ __ __ __ _ ____ - _ _ _ _ _ _ _ - __ - _ _ ___ _ _ __ _ -_ _ - f .._ e. _ . _ --__ -�_ . __ _ _ _ _ - _ __ __ — _ _ Exis. n gad aIa 1I'1e i _ _ _. . _ _ . _ ._..-- .-- -_ __-__. . .___... _.__.__.._ .__ -- - __. __.___. _.___-__-..__ _.----- -----__ ._-� _ _ " 858 _ _ _ _ - _ __ _ _- ___ -- ___ _ _____ _ __-_ _ _ _ _ -_ _--- _-_--_ _ _ - -__ _-_ __ _ _ _ _-__ __ __--__ _ - - -_ -----_ _ -__ ___.. _ - __.- __ _ ___ _ _ -_- _ _ -_ w_ - -- -_ _ ___ _-_ _____ ______ ______ _--____ _ _______- _---_ _ ._ _ -__ _-- 85U - - --- - - - - - - - - - - -- ,1._ _ _ __ _ _ __ - _. _ _ _____ .._ . .,--- ________ -_ _ _-_-- ___ -_- --__ _ __-- -_-_- _-_ ._-_ _______ _- __--__ __ _. ___. _ __---- -____-_ _--_-_ __ - _ _.__ __--I---,-- -._ --___-____--_-_._ __--_-____­----".----­---'­-­r1 _ - --.- ____QD _ __. - _- ___-- _ - - -_ - -- - - ----- -- _ _. _. -.-- ---- - --- __ . ---- - -_ _ -_ - - _ _ - _ ._ - .__ _- _ ___ _____ ._ _ - ___ _ _- ___- . _ _- _ _____ _ _ _ __ __.__ ___T --_ _____ .___. -__ _ _._ __--_ _____-_ _ -- ____-- ___ _ ____ .._ __- - _----- .___-- _-_ - .____ __ - - -- _ _ _ _ __ _ -- -- ..- _ _. -_- __.- -.... _- __-.. _._ - ' _-_...._. -._.-- --__. _.__ -----. .- --_ _-----_-_- __.-..- __.-..-.__ . ...-.-,._-_ _--_--._---..__--- . -..__-'iii+r'•'�t'.__. , _-_._--_-_- _-_______. __ ------ - ------- '- -._ .. •_._---- _--__-._ _._.....__-- '--'----.-- _._-_...___---'---' - __ _._--_-._ _..___.... ._-.•-_.-_ .....___....._ _.__.. _._..__-...--.._---_ _-__.---..._-"---- _.--,.._._ - _._.-.`.-_-. --.....__ _-.._.____----_..___ - ----'-"----- ---, ------._.__._-.__...._.-_'' --.-_--._ •---___-.._-`- _-._.__--__--_--_-_•_••_ -_-•-_.--.__..-.-._-._--_ ....--.__ ---.._.,_.-...._-_.. _ _-'-_..---_-.-. ...-. _..__--_•_ .-- -_ _ 845 - - - - - - _ _ -_ - - -- - : - 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___ ___.___- ..... .... .('j -. _-. _... _ _-- _.__.__ _ _. -. _. __.. - - _. --- ... _ _ __. -_ _ - _------ ._-_--_ ._..__.-___ .._._. _.__-. _..__..-..-- --_.-_.---------'--"_ _.--_._." -"--._..._.-.-._ -- -_.-._ _._.._..-._ -'-"'--" .."--""-_•__. .-_.-__.-----.._..-- .._ _. .. ..__...._. _...__.--_-- ----_-._-__---•- -_ - -_._-_- ._......_.-_„ ___ __ _ _ _.. -.._ -__.-__- _.- - -... _._ -._... - - ----- _ -.-----._.-.._. ._. -..._.. __ -._.._ --.,. .__..-._. _._.._.--" - -----._'. - -_`_____ -...---'._. -_ --... __ - _.__ _. _.. _ _. _ - H NO - - - - -- _ - - - __ _ _ _ _ _ __ - - _ - __ `E _ _ _ - SHEET T 1, _ -- _ _ _ - _ _ -._- __. ,_ - ..-_ _ _ _ _.-__ _._ _ _ _ _ _ _ rD -- _ - - - - - - .__ .. _ _ _ _ - - - ---- . -- -- - - - - t - - - - - _ __.._ -.._.. - - - - - ------ - - - _- - --_-°_--------- --- __.,-_ _----------------- __ _-- ___. -_ _..___-- _._- ._._ ----"-- -_ _ _ •- . _ _ - - - _ _. -- - -- --- - _. __ _ ------I-- - _ _---- ---- _._... - - . _.._- _ _ ._ ..0 _-...---- —,-�..__ ._._..._-.._ N - _ _.... _ ..__ __- ._ __--__ _. _. -. _.. ..__.. .._._ -....-_ - -. - .. .. ..- --'-- __-__. _ _._.._-.---._ _._.._. _.....__ -. . -._.._. _ .- .- _ - ... ... ._..__ ___-.. _--. .. __.... _... -_ _._ _ - _.____ - _ _. -. _... -__ _. _ _. _ OD _ �. _ __. _ ­---- .. .�__ _ ....__ _. .._._ __-. -. _ _ .__.- --___ _.. __--.__.__..-.-___-__ --.___._ -_.__.._... .._ __.__ __..-__.__-.--_.- ____-.__._. ___. __ .. __.,._ _ -- ,_...____._. -.. _ • _... -.. _. _ . - _ -_._._- -.. -__. __ -- _.. . .. ___._ _. ..._ -.---__---'- - -_. -... -._. _.. . .. _-.---.-- - --..__ .._._._ ... _. -... .. _.._...-..-__....__-_..--_- .-_.-_-_.... -.--'-,..-..-._.._.. ._.. .-._. ,. -` --.. .__. _...-..- --.-..-,_-.------.----- _'_.'__-_..--'---_._ -----.._..__._.._-..._...-, .,__-._ .._-..__-.-._...,.. _ _... -_.- ..- ._.-_--.._. .. - -. - `O ... ._. __ _ .- --- - _.-.. .. _..- _. _ _... _ _. _._ - _...__ `"- '_.._. ._....- - -. .__ - .... .. s -- .. ..._. _ .. _ - _. _-._._._ . _..-... ..--, -__ _.._..- ..-..___. .-._._._ _ _. _. _._...- _ _....-. ......._.-_ -._.__-_.. -._ - --..__. -..-_._.... ---------_....-----.._ .... ...-..__..._.. K1 - - - .. _.-__ - - __.._ _... _. _ ._ _ '' __ - ___ .._. ___.__ - -.- ___..__ .._.-..._ - _ ___.. .- ._ - -__-._._ __... .. - --- -.. _ -. _ _-. _... - _- �n _ _ cn - _ _ _ r' - -__ - -- _ I _-_- _rn _-- I . _ _ - -_-- __ _ __ _-_. _..___ ___ -__. __._ __-___ - -_ -_____--______ . . . ____ GR AP ICI I C SCALE I N FEET _ _ _... rn _ - _ : . o s0 - _ -_ -_ __1 _ _ _ __ __ ___ __ _ . _____._ _ _ _ _____ _ . 19 1 -!L a� - __ _ ___ __.-_ -__- _ . - - - _._ _____ _ _ i_ . _ . .__-- _ ____-_ ____s ___ ___ __ -_ _ _ __ _ _.__- __ ._-_ __. __ .____.-_- �, - _ _,._ __ ___ . __ __._._ .__ __.._. __ _._ ___ _ ___ ___. __. __- .. _11- - 68+ 00 69+00 70+00 71 +00 72+0C" `73- 00 7 +0 0 +80 STR. No. 105 Adjust Casting to Grade +90,28' Lt. HARRY C. ELLIOTT +80 STR. No. 103 Type "C" Light Fixture Req'd. END CONSTRUCTION MYERS REALTY CO. LP MIDAS PROPERTIES INC. Inlet M-10 & See Sheets 19 & E-1 Adjust Casting to Grade i I STA. 76+05 "S-2-K" Q Q Remove Exist. Inlet & Extend I Monument Type "B" Req'd 2' of 12" Pipe Req'd. I � Q I Q Temporary R/W Inv. E 839.74v' I Q Modular Block wall I I EXIST. BUILDING I I EXIST. BUILDING I (see Detail Sht's. I I 1 1 --- -- ---�---J 50' R/W +R , AWNING I 55 1 1 I I Z I _ _ �- 0 — a— —SIDEWALK — - - - - - - — — — — - - - - - - - - - - — — i i i V) .T - — — — +PL E App. Ex. Provisional R/W 20'R 50' �� --- 1 i ,#-App. / c� I I ® A Ex. R W App. Ex. R W ^ — � - - - - - - - - - - - - - - - - - Y - - - - - - - - - - - - - - - - - - - - - - - - — — 21" RCP ---- �' 1 _ 12" RCPT ---------- — — — �---- 18" RCP-- — — ---- _ --_ -----_--------- 15 _ _ _ _ -- — = ==___= - - - - - - - - - - - - - - - - - - G - - - - - - - - - - - - - - - - 5- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - -z = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I��move - - - - � - - - -G- - - - - - � - - - - -G G G G G T N T T T T T T T T T T T T T T T T T T T T II T T T T N K ------ II l� 10 75+00 II RANGE LINE ROAD ( � W 00 so+oo 0 LO III P 0I I N00°00'33"E c 10 I'd- �II � ( II Z N m K III f Remove II Sawcu t W - - - - -W- 00 - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - c � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W i — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - €� - - _� � w W W � � — \ - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - I�- - - - - - - a — - - - - - - - - - - - - - - - - Vy W W —W - - - - -yf_ - - - - II — \�� /j \� - - - - - / r� ^II m Q E - - - - - - - - -E — - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - + — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�\ J//- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W cV O W a"Ji 6 Tie to Exist. Curb + --- \�� � APP. Ex. R/W Cr Q U W e' Y -A pp. Ex_RLW- - - - - - - - - - - - - - - - - - - I -011 II a U +00 +05 R m o7 50' 50' I s I w ° I I II MAG.NAIL Q IN TOP OF +81 STR. No. 104 I CURB CARMEL WELDING Inlet J-10 & I i THOMAS D. & �� �, Adjust Casting to Grade FIRST METHODIST CHURCH OF CARMEL I CAROLINE R. WILSON LINE °'K" 'A Remove Exist. Inlet & Extend X I X o 1' of 12" Pipe Req'd. II w i I w RANGELINE t16� 3�7 ROAD 00 Inv. W 5 ° t a � 0 o Q Q END OF CENTER OF � E N 0 �- , �Q,G/ CURB N.W. BOLT a < ON LIGHT � L N II For Legend See Sheet No. 2 P.O.T. 80+00 "S-K-1" w �j 0- (P.K. Nail) � ° � 0-) BENCH MARK O O C N � CP#1500 Mag Nail set in parking lot approx. 8' west of the back of the conc. sidewalk on the 0 < west side of Range Line Rd., approx. 150' north of the intersection of Range Line Rd. and 126th St. Sta. 72+76.52, 42.26' "RL" Lt. El. 849.51 [--� -- -- - — - --- - ----- --- ----- ------ -- — - --- ---- — -- - - --- - - --- -- - ---- 855 ---- - ----- -- ---- ---- ---- --- - - - -- --- -- ------ -- - - --- - - --- -- _ - -- - - --- -- 85 5 w 0 - --- - - -- -- -- -- --- -- - - -- -- -- -- -- ------- - - - --- - - ---- - -- --- -- -- --- -- - _ > a CL - -- - ----- -- - ---- -- - --- - -- -- -------- -- -- ---- --- ----- - -- -- -- -- z - ------ ---- - ---- ---- - -- ------- ---- -- - -- ---- - - _ -- -- --- -- - -- ----- ---- --- oc� Z CL 845 -- - - -- - - --- --- „ _ _ „ - -- - - - -- - -- -- - 845 z a -- - -- - -- - --- _ --� --- - - - - - - -- --- ------- - -- ----- --- -- --- - - -- -- - - - - -- ----- 840 840 Q z M -_ _- _._. . _ .. .-_ __ _- --. -- - O _-_ - - _.-_ O 835 - _ --- - ---_ _ - -- --- -- -- - --- - - ---- ---- - --- - -- - -- _ - - - - - - - - - - a _ - a -- - -- -- O - -- - SHEET NO. - --___ _..___ .----- ._. _._ ______- --- _ __--__--_- _.__-.-_ ___.__ _._-.. -_ Ln No --- ---- - - - - -----� ---- ----- -- - - ------ L I 20 $ - - --- - �� - - - ___ -- ----- _--- --- ------ - -------- - --- ----- ---- - t----- - --- -- ---T - --- --.--- --- ------ - � -- -- - - -- � - � 0 20 40 100 0ol W-------I- 74+00 75+00 76+00 77+00 78+00 79+00 80+00 +50 "W' STIR. No. 41 PC = 32+40.64 "I ' See Sheet No. 10 +50 44' "K" STIR. No. 42 HELEN MOFFITT MUELLER +50 "K" STIR. No. 40 Y : See Sheet No. 10 See Sheet No. 10 ;'1' Monon Trail Pedestrian Underpass Z I I; - Sta. 33+15.00, 0.0' Rt., Line "K' _j LO L- Sta. 13+43.11 , 5.0 Lt., Line TR' �I I I II JAMES & MARY JANET COVERT HELEN MOFFITT MUELLER \ ;� I; POT 13+43.81 "TR" MI I Of" 00 =POT 33+20.05 "K' >' ' II 90' �' z I -+9�- STIR. No. 107 +9 (Pf ✓of *') M+ + ii o, I II CURVE DATA Inlet R-13 & (L • ?� 48' of 12" Pie Re 'd �� ) o 8 i P.I. 15+ 14.87 "TR" p .q =i 0 = 23°44'59" _� Inv. N.W. 827.74 CURVE DATA ,I of , , D _ 60.18 41" • PI = 32+97.64 Inv. S. 82 7.,74 Q R = 95.00' f LINE "TR" P.I. 12+36. 19 "TR" �•• +21 ,97' "K' STIR. No. 43 T = 19.98 � = 14.51 '52" �� , Q • See Sheet No. 10 �� '� L = 39.38' O D = 22°55'06" E = 2.08' � R = 250.00' +8£� ( �T i3') (AJ r_3!�,L i) ` PC = 14+94.90 `� - .1 . > T = 32.61 ' - i r92 STIR. No. 106 1 �'• �, W L = 64.86' Inlet R-13 & p� w PI = 15+14. 7 ��;; ---_-_-_----____ 12: 1 2� 12: 1 I>r --------------- E = 2. 12' 95' of 12" Pipe Req'd. I U PT = 15+3!U28 ----- Inv. N. P.G. BEGIN CONSTRUCTION PC = 12+0 .57 +fL' W U Relocate Pole SECTION A-A STA. 11 +00 TR = go' "�" :� + +R _ By Others App. Ex. R/W o o �' 105' "K' A p. Ex. R/W END CONSTRUCTION X X X X x _x .x._ X X X- -� _ _ �._. - - - - - - - - - - - - - --�.-. .......... ._. . ---- STA. 16+00 TR W �'• c°� �� -�•-� ABANDONED TELEPHONE P s LINE "TR" 15+00 <i .s 10' To - ��s� - ,2° PVC ��' �,�5�`r 10' Taper p N 00°56'22" W ``Remove Go PT = 12+ 8.4 3 '�•• 1 1 1 1 --1 1 1 1 i A 1 d - ,�$-------------------------------------- -- - - - - -- - -- - - - - -- ----- --- --------------- ---- ------- - - - - - - - - N Z ----------- ------------ _ N 15 4 ------------------- ----- ---- OP OF BANK ---- --- ------ ----------- N p MONON TRAIL ■ 2,_0„(Typ ) ■ ABANDONED RAILROAD BED O ■ N Tie Into Ex. Trail 00 1 1 1 - - -- - - - - - - - -- - OP-OF BA _ - - - - - ------ - -- -- -- - - - - - - - -- _ _ - ----- N --- -- -- ---------------------- -------------f------- - - - - -- -- -- - -- - - -- -- - 0 2 W ° m a - - - f c • ----- Tie into C Relocate Pole N 0 48 1 N � Ex. Trail .=Str. �� / .�: By Others ��. - W N W -.� mit, +R Remove-,,, 12„ v� CURVE DATA CSX TRANSPORTATION, INC 110' "K" ._-- -- ~ a w ad le _ Constr__-Limits._-__-- _••--___._._. P.I. 15+76.55 "TR" 10" STEEL 4""STEEL ..- •------------------- --- - � Q U App. Ex. R/W-� N `•, App. Ex. R/W-� PT = 154-()584. - 23°36'49" a Cr) In o V X X X X X X X ``X x X _x x D = 60° 18'41" P = 11 +01 .71 \ •;1 PI = 15+76.55 T 9 ' PI = 11 +34.63 +R PT = 33+54.17 +82,85' "K' STIR. No. 446 = 9.86' gp� " L = 39.15' See Sheet No. 10 PC = 1 + 6. PT = 1 1 +6 .1 Z t•� E = 2.05 +57 18' STIR.. No. 45 :I M.H. 0-4 Req'd. CURVE DATA o �o„ Inv. S. 823.86'' P.I. 11 +34.63 "TR" HELEN MOFFITT MUELLER °� 24 �•; Outlet Pipe by Others For Legend See Sheet No. > ° = 15.00'19" :' 8 9 2 � � o D = 22'55'06" �z BENCH MARK HELEN M OFFI TT M U ELLER R _ 250.0,0' , '� Q CP#1503 Hub and Tack set in railroad bed approx. 30' north of the J E N O T = 32.92 Q easterly extension of the of exist. 126th St. _2 .� In N L = 65.47' Q Sta. 15+96.53, 5.98' "TR" Lt. El. 832.28 +70 80' "K' STIR. No. 44A � ° 0- E = 2. 16' CP#1504 Hub and Tack set in railroad bed approx. 150' south of the 0- o0 a I M r� See Sheet No. 10 easterly extension of the of exist. 126th St. -I O co N Sta. 14+15.37, 19.75' "TR" Rt. El. 833.30 0 - " r- X For Pedestrian Tunnel Details See Sheet No. CS1 -CS4 CP#1505 Hub and Tack set in railroad bed approx. 300' south of the 3� For Pedestrain Tunnel Lighting Details See Sheet No. CS5-CS8 easterly extension of the (i of exist. 126th St. E Sta. 12+66.64, 19.93 TR Rt. El. 833.93 P 0 It IT -- - - ---- --- - - - - - ---- ---- - -- --- AM 04 - - - - ---- -- - - - - -- - - ---- - -- - - - ---- - -- - --- ---- ---- - - -- ---- - ----- -- - -- - -- - -- --- - ---- -- -- -- ----- -- - ------- -- --- - --- -- - -- --. - - -- - --- ----- - --- - - --- - -- -- - - --- - _ -- _- ------ ---- - - -- - --- - ---- --- _. -i --------- -- - ------- -- ------ - - ---- LLJ ----- -- ----- -- -- -- - LU 845 - - --- -- ----- -- -- - --- -- -- ------ ---- ---- -------- ----- - -- --- - - - ---- __ ------ - -_ -__ - - ---- _ - - - o 0 II { BEGIN CONSTRUCTION E Cn » X 8" STEEL 'App. R m X ' Q I X B STA. 10+00 S—2—TR» X w I = w w I I 1 Q a Q o Q � - Q I Q I I m Q C \ Q LU Ci HELEN MOFFITT MUELLER Q x Q 10 PVC Z at ' I � o w o z I x a: I % J j I o x Tie to Existing rail Constr. Limits g Const Limits Contractor to Coordinate Tie in Elevation L - - - - - - - - - - - - - - - - - - .A. - - - - - - - - - _ _ _ _ _ _ _ _-_ w/ Contractor Constructing Monon Trail { E I ; END CONSTRUCTION w LL_ J ; I io o B 00 N _ _TR" �3+0o B x STA. 13+95.39 »S-2—TR" II M o Z I i N 89°1346" E _--- - JI I I fir-..---- .._.--------------------------------- -----------._...----------------------------------------....------------------'- ------------------------------------------------------...__....------------------------------------------ - .�• z° w ( I' Constr. Limits st Limits Gi x � { I I I m {; 60 I - - - - - - - - - - - c o I +80 STIR. No. 108 Z U N o M Cn j Q I I POT = 10+00 "S-2-TR" 20 of 15 Pipe — I w J a _ _ "S-1-K29 w o i I I I; -POT - 16+00, 39 Rt. w/2 Pipe End x Z I — I a V w CL' Y M I Sections Req d. O I a o co o o U ' HELEN MOFFITT MUELLER Inverts to Match Q Exist Ditch f- Z L I I �� of O I AMERICAN UNITED LIFE zo INSURANCE CO. d { I LINE "S-2-TR" Q Q E X IQ \ I Q I I \ J I, 1 $ 1 x V) I a n 12: 1 2% 12: 1 U L I Co nLn - a Q -� E virnoo- Q P.G. Q _ N SECTION A-A � : �j rn J O co N For Legend See Sheet No. 2 o d- ° N � X o � — Q r� LL_ E4 -- - - -- --- - ----- - -- -- -- ---- -- - --- ST --_- -------- --- - ----- - - ------ ---- - --- --- _. - - - --- - - - -- - --- -- -- - -- - - -- - -- --------- - --- ---- - -��/t-ELE - - - ----- -- --------- ---------- --- ----- - - -- ------- ---- --- - ------ --- - --- - -- _- -- - -- - --- ---- - - - - -- - - - ------ - - -- - ----- -- - z_ Q J 9- � 835 --- — - ----- - - -- - - - -- -- ---- - -- Q 0. - ----- - -- -- -- -- --- - -- - --- - a - - _ 8 o _- - _ --— - _ _ - - _ - -- -_ ----- -- - ___ -- - -- z _-- - _ _ LU 825 -- — - - - -- — ---- - ----- — --_ ---- -- ----- _ — - - -- __ ---- ------- --- -- -- -_ -- �LU co -- ---- -- --- -- - - --- -- - --- - — - - - - - - _ - --- -- - - - -- -- -- - - -- - - — Ln rn - -- - - ---- - - - - -- - - - --- - -- - --- ---- — - --- - -- -- -- - - --- --- - - SHEET NO. Ln--- _-- - ---- ------------ -- --- - --- - ---- -_.- - - - --- - GRAPHIC SCALE I E T LU --- — - --- - -- ---- -- - ---- ---m - ------ --_ -- --- --- -� • _ --- - -- - ---- ----- -- _ - - - _ 0 20 40 60 100 22 --- - -- o --- - - ° -- - - ,s---- - - -- ,�-- - --- -- -- m=- --- ----- -- _- -- - - - ---- -- -- an--- 10+00 11 +00 12+00 13+00 G:\tr\cadd\23158\02\126th\SIGNALS\31581DOl.dwg - JUN 03, 1999 - 08:47:02 v O v � -4 A D � O v W rmn N I { { { { { { { { { { { { { { { { { { { I N C7 + W W c J (I { f Cn W O c, I Uj CA a N 00 a L7 U1 co I 00 U T 00 N N , � N N N co 4' c0 07 A O) W 833.44 832.16 833.44 832.71 833.09 833.53 832.67 tQ N 3rd AVENUE 832.40 833.57 833.57 833.09 832.64 832.89 833.22 833.73 833.63 20 t 00 833.30 833.70 833.70 833.22 Line "S-1 - 832.86 833.38 833.78 833.78 833.30 832.67 832.45 832.49 832.64 831.76 832.01 832.26 832.51 r832.64 832.83 832.51 833.86 833.82 832.90 N 831.47 831.64 831.89 832.14 832.39 83 2.6 4 832.89 °y 833.53 834.03 833.87 832.49 832.68 832.72 832.51 832.39 832.38 831.42 834.01 834.01 833.53 831.46 831.77 832.08 832.39 832.70 833.01 833.69 834.12 834.17 833.98 832.34 832.5 831.18 834.18 � �� � � + 00 � + 832.27 � a W 00 N 00 + 7CA 00 °' °W° w -0 CA 834.31 � w ° N ccn N N W � v, O W N 00 N N C7 N n J U O W W { (!) rn 0) O - W O + 00 00 O L7 O (! O Ui cn vi 00 m �' W �vi I _ w a 00 00 D i I I I c/) � �9 N 6 r* J _P J 00 V G 1 00 WP W _ N 00 Ui W W O O O r cD n z o 0 1 rn n z 0 0 v Q Q :' co 0 M �o 0 o' 1 U) i-A' cD n c (D Q z O 2 = PROJECT Na. No. DATE REVISION CITY OF CARMEL, INDIANA WOOLPERT LLP 23158 ' 7140 Waldemar Drive 04/23/98 IV o 126th STREET IMPROVEMENTS Indianapolis, Indiana DATE 1"-20' 3rd AVENUE SCALE - CW CITY CENTER DRIVE AND 46268-4192 DES. MAT 317.299.7500 DR MAT DETAILS �O�T FAX: 317.291 .5805 INTERSECTION D CKD. TRL SEAL cf- W _Z 12" CONC. -j BORDER TYP. W z CONTROL JOINTS SHALL Q BE PLACED AS SPECIFIED HERRINGBONE + CONSTRUCTION JOINTS SHALL CHANGE DIRECTION rD, BE PLACED SO AS TO CONFORM OF GRAIN ® TO MAINTENANCE OF TRAFFIC ;NORTH) EACH CORNER PATTERNED 12" 12' 12" CONC. Z (12"x1 DIAMOND) PAVING UNITS L O CTAN G U LAR 11 PAVERS IN 12' ...... . .. .. .. .. HERRINGBONE � ,. . � ,...... ... _.. ... :. ...... , ...._ - �• d NEOPRENE CENTER DRIVE (30 MPH) PATTERN d MODIFIED ASPHALT .. d. • d CITY SEE DETAIL A 12" CONC. d s - :d • ADHESIVE BORDER TYP. 40+00 41 +00 3/4" ROLLED BITUM. SETTING BED 4" COMPACTED AGGREGATE COMPACTED SUBGRADE 6" CONCRETE (BASE) PATTERNED C NC. COMPACTED AGGREGATE 12' PAVEMENT Q SECTION "A-A" f SEE DETAIL B p W RECTANGULAR Uj ~ PAVERS IN HERRINGBONE Z Nti tl Y`. „ 0 HERRINGBONE Y, "_ .y,. w tl_Y�. �±. 10" PATTERNED CONCRETE PAVEMENT ON C y N Y 12" CONC. A + SEE DETAIL A 126th ST. _ �- - z r Y / / / / ' / / / / ' / i // - 7" SUBBASE FOR CONCRETE PAVEMENT BORDER TYP. I 9) co DETAIL B Z N N ~ ~ J 0 W W N W J a Q U W �' Y a oco93a0 2% 2% 0') 0)Lo 0 N o 12" CONC. o L o BORDER TYP. co 00 °a o0 00 P.C. 850.58 0') o o 850.58 U-) 0 L 00 U) U 00 00 00 00 850.66 0 Ln a o Mid Pnt. 850.57 850.94 Mid Pnt. 00 850.18 850.94 . 4 +89 +14 +39 +64 E o P.C.P C +00 +25 +50 +75 849.79 a00 +00 849.89 o I� 0 w Q LO co 0 849.73 849.48 849.19 848.98 848.61 0- 00 N 00 Oo O C0 O cNO Q 847.04 847.68 848.30 848.92 849.54 N rn cD N 2% 0 0 850.09 849.73 849.54 849.31 849.16 848.85 ,� ►° 0 0 0 0 L fco co 0 0 LO U 0 847.30 847.86 848.42 848.98 849.54 849.98 00 849.98 849.73 8 849.43 849.26 849.09 Fig 8 847.54 848.04 848.54 849.04 849.54 40 00 z 1 849'84 849.73 849.66 849.51 849.46 849.21 849.94 N 0 00 0 Line "K» `° 0 0 0 P 126th STRE 848.66 848.93 849.20 - 849.41 � � 00 cl) 0 848.54 848.81 849.08 849.29 849.52 849.45 849.36 849.27 849.18 849.09 I Ix azW 00 0 00 � U Z 848.30 848.57 848.84 849.05 00 849.27 849.21 849.12 849.03 848.94 848.85 W Z co 2% 848.06 848.33 848.60 848.81 849.25 848.82 848.96 848.88 848.79 848.70 848.61 Z W W Q 847.82 848.09 848.36 P.T. 849.16 P.C. O Z III 849.02 Mid Pnt. lit Q 13 1848.47 849.16 848.45 W QL 848.75 Mid Pnt. Z 847.84 Q O U � � Q � Z 00 00 06 VWQ V 00 00 00 00 847.89 U. W W M P.T. W CIO N 847.22 W 66 W o a: W0 G, r� ao rn Z ¢ � � 0 00 00 00 � � � Z _ N 2% 2% NOTES 1� 4-0 o 0 1 . Uniform Grading Between Spot Elevations is Required N Ln 'HOLEY MoLEr + r DONT SHEET N0. DIG " BLIND N u "' 1-800-382-5544 24 CALL TOLL FREE 0 U BENCH MARK \ CP#1309 Brass Plug found at the intersection of 126th St. 60 J / \ \\ — 60 \ +PC +06A1) \ \\ and Atherton Dr. Sta. 25+09.73, 225.69' "K" Lt. El. 833.91 +PT +12.29) 1 \ COMMON EXCAVATION QUANTITIES Detention Basin 56,400 cyd CITY CENTER DRIVE 25+00 Line "K" \ _ NE Ditch 1854 cyd +PT +16.76) , /�/w 1� � � � � � �\ \\ SE Ditch 2085 cyd 60' , +PC (+22.5a) r0 / �' +PT +25.75 - / 0 +PC + 6.91 + »K» > 5' at 2: 1 5 at 2: 1 70 / x'70 +12. 9 90 — — � I \ —�) / o OC 70 475> o / / C \ 830.01 „K„ 55' Rt I/ i i I. 822.1 / c LLJ \ o I / I III I SECTION A—A \ C v/ III I rnI / I — \ IIII I 2: 1 2: 1 III II 170' / I / C I I 1i1 11 I — 0 �/ 4' I I I Z \ I I I II I Bottom EI. 822.15 �• / •F A• / 1 1 v / 24+38.5 "K” 378.6' Rt 00 / I I I I I I\ I I N o SECTION B—B 827.21 SECTION C—C Co o �Z Q IT n +90 K Drainage 'Easement 315' _ �I I I 6 I I 1 w W � I / — Ir a V w ad Y I I +70 „K„ B — 1 I Il I I a o ca o o U III I 1 I 1 I I I ( I I I I I I 375' Constr. Limits / II I I1 I > 20+36 »K" 447' Ln 822.15 \ / I / / I I o O �24+23 K' 394' Rt. // l — / // / ( I I I I ° 00 22.15 J p rn ° a L N w I rn ro FI / \ / // / / / 1 / � � � d�- nom Lv \ 24+23 »K» 564' Rt. 20+70 „K" 614' �' \ — _ — — —\ \ 822.15 — _ _ _ / 4 v 822.15 g SECTION D—D 1 1 I II 834 \ �\ \ s� , >'/ Qp 8,36 / 8Constr.- � Limits S \ I I I I I o Z' I � �a: Dr/aina4e Easement \ `� _ — — — �\ �� \ I i I / z I I W Z +70 "K" \ / // / '� � o \ » » _ _ ors r\ 1 J I I Q I W Z 730 /I / / � \ \\ +90 " K I I I I 1 -0 ( I I > Q Q / �� \ 670 \ �/ / �,, \ J 1 a: 15\ 35 "S'—K" 462' Lt / / I I l I I 0 0 Q \829.15\ \ ,/ / \ \ \ I \\ ` 1 1 O 11+35 "S-1 K", 21' Lt ' Z CL W W 827.95 I O I I 1 I / I I Q \ \ \\ ,•6 — _ � , � � 1 , l / // \ I\ \\ `\ \\ \ I ' � III Cl)1 w I I 11 W o \ \\ \ \ \ \ I \ \ D I I J Q W — \ \ I 1 D � - ` SHEET N0. Fj N 517. »S_1_K» J !�"- - - - - _ — oc) 25 M U QJ z w TO S '0 V, S; LU M 1c IIEND CONSTRUC�—j XG20-2 60" x 24" ----------- + TYP. 00 ' O ® i 3rci AVENUE -----1Q0Q---------- - ,�- cn m G E ----- -- ----------------------------- ----------------------------------------- _ -------------- ---------------- -------- -- ------------------ -------------------------------- �\ / _ V) --------- �\ U H 400' Q 00 �� rn M O o0 0 N Ln f— Q W W � W J ROAD o0c Q0WCd �ec a ov� ooU CONSTRUCTION AHEAD XW20- 1 48" x 48" WORK AREA 10' MIN. 10' MIN. TRAVEL TRAVEL (I LANE LANE w II > Ch 0 LO II J E o Q)W II J vi o� N F- I z II ROAD � QIM � v CONSTRUCTION � o co N I► AHEAD 0 (-0 < SECTION A-A F- II _ PHASE 1 U II H II XW20- 1 11 48" x 48" 11 O A I 400' 1 . North and Southbound traffic shall be maintained O on existing 3rd Avenue at all times. 2. Proposed Southbound lanes to be constructed to binder course. • > � m U V) Q U, ----------- ------------------ ------------------------------------------------------------------------ co Ii . 0 A — Z W Q r — END Q I OW XG20-2 Z > + I 60" x 24" O LL .1a: 0 [� I W a. ' 22 W z LEGEND U I U W Z 51 Temporary Pavement Marking, I, White, 4" }. III L W 0 a: N 52 Temporary Pavement Marking, I, Yellow, 4" U II Ii I Z CO Uj53 Temporary Pavement Marking, 11, White, 4' �; 54 Temporary Pavement Marking, 11, Yellow, 4" V Z r 3 Construction Area a 0 'HOLEY Ir10LEY • Standard Drum Note: Contractor Shall Maintain Access to < DON? All Residences and Business at all PHASE I Z SHEET NO. DIG � Direction of Traffic Times. N N BLIND Construction Sign with Flasher 3rd AVENUE 1-800-382-5544 26 CALL TOLL FREE Type III Barricades 0 U L QQJ Z W 0 2 Z < > 5; 0 W ir j XW1 4—B(L) EN 48 x 48 r r D I 200' r r I XG20-2 r r » » I r 60 x 24 0 25 O I I TYP ® TYP 000 OJ Q / � I \ r / \ ! 0 ------------- -------------- --- ---------- W Z ------------------- ® ® ----- - _ (n 54 U 53 4�- 200' 200' o 00 °) o It V N 'Z _ ROAD o W 4 vd c CONSTRUCTION a ° co o o v AHEAD XW20-1 XW1 -4—B(L) 48" x 48" 48" x 48" 10' MIN. 10' MIN. WORK AREA TRAVEL TRAVEL 11 LANE LANE a- o c In O O 1 E - N 0O W II rn L N Z 53 54 U II � N r0 SECTION A—A � II ROAD 00 Q v I CONSTRUCTION '� - �' `` PHASE 2 • • li AHEAD H XW1 -4—B(R) II 48" x 48" XW20-1 O A 25' i 48" x 48" 1 . North and Southbound traffic shall be maintained o TYP 200' 200' on new Southbound Lanes of 3rd Avenue QD 2. Proposed Northbound lanes to be constructed to T— binder course. Q H O .-�► --------------------------------------------- N Q Z W ----------------------- ,-------------------------------------- W , LL A - Z Q Z W 200' END� Q W CONSTRUC I XG20-2 Z I 60" x 24" O LL jm � O p I W (L XW1 -4—B L FW ( > - I Q �- 48" x 48" w II U I UW Z LEGEND F- III L W Q U III °° 51 Temporary Pavement Marking, I, White, 4" O � 0 Z II 1 52 Temporary Pavement Marking, I, Yellow, 4" W 0 53 o Temporary Pavement Marking, ll, White, 4" V W 54 Temporary Pavement Marking, II, Yellow, 4" N 3 T 0 'HOLEY 1AOLEr Construction Area Note: Contractor Shall Maintain Access to All Residences and Business at all PHASE < DONT `� Times. DIG, Standard Drum 3rd AVENUE SHEET N0. N BLIND Direction of Traffic M ,_882-� 2 7 N Construction Sign with Flasher CALL TOLL FREE 0 U Z O 2 O LLI cc i END XG20-2 i 50' TYP. TYP. + 00 Uj / `--�-- ----- ---- � ~ O ------------------------------------------------------ =---------- , ---------------- - -- 0 -------- - w M ---- --------------- -------- — ---- --------------- ------- ----------- W 4) --------------- 1 = 400' Q 00 0 00 0 54 Z Ln N Ln E- W W ROAD c a0Wa 4 CONSTRUCTION AHEAD XW20-1 48" x 48" 12' WORK AREA 12' TRAVEL TRAVEL LANE I LANE 1 , LANE > C Ln o Ln 0 0 O I J E N o 0 I a) Lo-� .cn — � N 0 w I w �54 F— I 0- 0 00 N r ) Z O ° N r- SECTION A—A U I ROAD 0 I CONSTRUCTION NIN PHASE 3 v AHEAD F'N 11 I I� 1 . Median islands to be constructed 50' 1 II XW20-1 2. Traffic to be maintained on proposed north 00 A TYP. 1 25' 48" x 48" and southbound outside lanes. + TYP. 200' 00 -------------- - -•� _--__---_-__--_ ____ -__-________-_-____ U � Q _ -_____ ___-__-_-- _---__ z coW ___________________Uj PHASE 4 J V) LL 1 . Surface course to be placed one lane at a time r I Q 2. Traffic to be maintained with flagger operations. < 54 Z i Z W END LLJ �■ F, tr, XG20-2 �i1 1 60" x 24" O LL 0 w z Z a � V Ld UW LEGEND �= ( I I U. W U S1 Temporary Pavement Marking, I, White, 4" 11 1 01-. LU m III O 52 Temporary Pavement Marking, I, Yellow, 4" 53 Temporary Pavement Marking, II, White, 4" CD z 54 Temporary Pavement Marking, II, Yellow, 4" N 3 T 0 •"oLE1f t1OLE1" Construction Area PHASE III DONT SHEET NO. • Standard Drum 3rd AVENUE DIG Note: Contractor Shall Maintain Access to All Residences and Business at all N BLIND —> Direction of Traffic Times. 0 " 1"800-382-5544 ® � Construction Sign with Flasher 28 CALL TOLL FREE 0 U i I I I I I I i I I I I I I I WORK AREA 11 .5' 11 .5' ROAD of ----------------------- Q; TRAVEL TRAVEL i 0: LANE LANE CONSTRUCTION ---------------J `� I NORTH AREA I PHASE 1A I ' Uji L ----------------------- wl 1 . East and Westbound traffic shall be maintained 8" x 4 on existing 126th Stree . 48 x 48 2. Proposed Westbound Ian s o be constructed ---- Q o 0 through binder course. Li L1 1-1 I I I I SECTION A-A z O I I 200 � co I I A CITY CENTER DRIVE 50 00 ----- ---------------------- ---- ----- ----------------- LU 126th STREET_ ----""- END o — — — —A — — — XG20-2 „ d I 60" x 24 Z co 1 II ` - I I r/-R 1 000 0 ( I � I Z Ln I J N ►- t- Q I ADAMS STREET W N IW I I I I '-_ — - i /TY CCN TER a DR 0, w ad Y. ROAD ® � . a o co o o 0 ( ( CONSTRUCTION 1 25 I ( AHEAD I L ) ) // XW20-1 ROAD �'�y/ 1 . Carmel Drive Approach to 48" x 48" CONSTRUCTION /�� o Be Constructed Part Width h AHEAD �GP�Q,���i N 2. Adams Street May Be Closed ol for a Maximum of 15 Days XW20- 1 ° . � o pl 48" x 48" ® ROAD 0- 0 Ln I DETAIL CONSTRUCTION E - N o -------------- ; AHEAD N -----------------------J \ oQ d W a- C XW20-1 J o C) co N I Z x 48" 0 . . I I I I I I I I I I I I I i � 53 A CITY CENTER DRIVE "- co LL 50 00 LL 01 00 ---------------------- Z W-126th__STRE_ET --- 00 END CONSTRUCTION � W � A � XG20-2 z - - - - - - - � � 60" x 24" LGEN D J � D — f ( W CL I 51 Temporary Pavement Marking, I, White, 4" LU 52 Temporary Pavement Marking, I, Yellow, 4" U 53 Temporary Pavement Marking, II, White, 4" I l' I W Z 11 ' 11 ' WORK AREA W LL 54 Temporary Pavement Marking, II, Yellow, 4" I ( I TRAVEL TRAVEL O N .I I I LANE LANE WConstruction Area �` ) l PRASE 1B Standard Drum I 1 ' • 1 . East and Westbound traffic shall be maintained ° o on proposed Westbound 126th Street. N -► Direction of Traffic o o 0 0 2. Proposed Eastbound lanes to be constructed to r 3 r binder course. Construction Sign with Flasher 00 *HOLEY MOLEr SECTION A—A Ln z DONT '' PHASE I SHEET N0. 0 y DIG Note: Contractor Shall Maintain Access to 71 All Residences and Business at all CITY CENTER D N BLIND Times. 29 N 1-800-382-5544 CALL TOLL FREE 0 U i i i i i 1 ROAD --------------------------J 11 j CONSTRUCTION `n ---------------- I 12 NORTH AHEAD I XW20-1 48" x 48 » -_.__ A �® CITY CENTER DRIVE 53 54 ' 126th STREET 45+00 50 o -- "-" Q - -- --------------------------------------------------------------- \ Q °� END � Uj 55 1 — 1 I r 1 WORK AREA 12 12 6XG20 024" z TRAVEL TRAVEL � � I LANE LANE C CO o � I W W PHASE 2A a o 0 o o v 1 0 0 0 0 1 1 . East and Westbound traffic shall be maintained on proposed eastbound lanes. SECTION A—A 2. Concrete for northeast quadrant of intersection of I I 1 1 Rangeline and 126th Street to be placed. a� o LO o a 0 . ROAD -i E N 0 0-) ----- -------------J j CONSTRUCTION o a) L _-------J V AHEAD 00 Q N X L-------- -----� XW20-1 -t ro LL- 55 A 3 54 �® CITY CENTER DRIVE 126th STREET �. , --- to LL 50 0 001/ 777 --- - - ®� Z LLJ Q ICE 01/1 \ \ ( \ ( -\--- (-------------------- \ 0 W \ END Z > —j 01 A _ - _ \ _ O LL 0 I - - - - - 11 `` 1 60" x 24 �M Q ( � Wa O Uj 11 11 WORK AREA Q rl � I I UW TRAVEL TRAVEL Z U.LANE LANE W I � Q O � Z 0 1 1 1 CO Uj PHASE 3 some 0 0 0 0 1 . Surface course to be placed one lane at a time 0 (o Z N TOM 3. LEGEND Note: Contractor Shall Maintain Access to o SECTION A—A All Residences and Business at a)! Q co •HOLEYMOLEY' E Temporary Pavement Marking, I, White, 4" Times. In PHASE 2B Construction Area DON'T `� 52 Temporary Pavement Marking, I, Yellow, 4" 1 . East and Westbound traffic shall be maintained SHEET NO. DIG Standard Drum on proposed westbound lanes. PHASE II & III N 53 Temporary Pavement Marking, I, White, 4" BLIND 2. Proposed eastbound lanes to be constructed to -� Direction of Traffic binder course. CITY CENTER DRIVE 54 Temporary Pavement Marking, II, Yellow, 4 30 N 1-80082-5544 3. Median Island to be constructed CALL TOLL FREE 55 Temporary Stop Line, 24" Construction Sign with Flasher v z O In I M z o co IV I r > al w I Ir I I I I I I I I I I ENDI I I XG20-2 f 6 0" x 2 4" I' i IL - i - --------------------------------------- - - - - - - ° o 55+ — — — — — — — — — 60+00 - - - - - - - - - d cn w z ----------------------- ---------------------------- --------------------------------------------- ---------------------------------------------------------------- L+J w ---------------------- ------------------------ / Z � 00 C ao 0 54 54 I — — — N �� < 200' J ¢ w 200 w 160, 3 a v5 c a tip a a U ROAD CONSTRUCTION AHEAD <0> XW4-2(L) XW20- 1 48" x 48" 48" x 48" C = a� > o Ln 0 — — - - ao W 0 C J — 0 J E N 0 LCD N D' Q d W a7 J 0 (D N 0 n ROAD 3: CONSTRUCTION n + AHEAD E' M XW4-2(R) m 48" x 48" XW20-1 I X 48" x 48" I �p I 520' 200' 200' o < I o m + I 200' 0 50' ¢ ---- TYP 25' c 51 TYP tom ® ® Z ----- ------ ---------------------------- ZW --------------- - ------------ z w N v --------------------- ----------------- -G -LINE ROAD------------------------- ----- --------- -- - W ------ ------------____ - ------------------------------------------------------------------- Z > 2 ® � f 53 LL 54 52 -M 2 LU — — END Q cc F'- V WORK AREA 10' MIN. 10' MIN. XG20-2 W Z TRAVEL TRAVEL F n" Y ?A" L L Cr. < EGEND LANE LANE O o Ui X1_1 L1J 1 , 51 Temporary Pavement Marking, I, White, 4" Construction Area z 52 Temporary Pavement Marking, I, Yellow, 4" St 0 0 0 0 V �'' Standard Drum Note: Contractor Shall Maintain Access to CM 53 Temporary Pavement Marking, II, White, 4" All Residences and Business at all HOLEY UOLEr -� Direction of Traffic Times. Q . 54 Temporary Pavement Marking, ll, Yellow, 4" J DONT Construction Sign with Flasher SECTION A-A PHASE 1 SHEET N0. r DIG Flashing Arrow Board PHASE I 1 . Nor th and Southbound traffic shall be maintained " BLIND on existing Northbound Rangeline Road. Type 111 Barricade RANGE LINE ROAD °° — 2. Proposed southbound lanes to be constructed to N 1-8W-382-5544 CALL TOLL FREE binder course. 3. Install Signal Equipment on West side of Rangeline Road 1 i I I I I END CON M I I � I I XG20-2 i z 60 x 24 i 0 I � � I � I O i ---------- - -------- -------------- ----------- I — — — -50+00 — — — — — — — - - II O -------- ------------------------ 0 ------- ----------------- - -- ------------------------------------------------------------------ U® w U-1 - 200' 200' J V) Uj y r = I U ; I I 1 � Q ROAD CONSTRUCTION AHEAD XW4-2(R) Q XW20-1 48" x 48" p 48" x 48" d z t I I � 00 I Zt M o I I I I � � a { U N :2 :2 L :2 I W W r { III I Q V w c! Y ----------- L---� �I d I ------------------------- - ------------------------------, L – – – – -_ – – – J 0 O - - � O ---------------------------------------- - -- - ------- ----- -------------------- -------------------------------------- � — — — — — 60+00 65+00 Q O • — — c~nw F- O — m -------- ------------------------ - w w w w 53 54 — _ Ln JV) 200' I� J E - NO � UQ C/; °' N I-- 520 y � w � CI- - — — O �o � N "Q O t .�. E � 1 C7 I n ' ROAD (n LL M CONSTRUCTION Q Z AHEAD Z Q I M c ZW < > O XW4-2(L) XW20-1 O I 48 x 48 48 x 48 O W o m 1 A 350' 100.5' 200' z 0 LL OFa- O .E- E- -------------------- ------------------------------ Q19 -------------------- ----------- UJ CL RANGEUNE ROAD + 80+00 ww � _ W _____________________ __ ____________________________--_____--___-__--_____ _-----_---_------ -__--- Q V vW Z Q 54 53 W l f — A Oa: -J 10 MIN. 10 MIN. WORK AREA Z TRAVEL TRAVEL W LEGEND LANE LAN 4W PHASE 11 & III & IV 0 (o Note: Contractor Shall Maintain Access to Z 51 Temporary Pavement Marking, I, White, 4" Construction Area All Residences and Business at all RANGELINE ROAD r CM Times. 3 0 52 Temporary Pavement Marking, 1, Yellow, 4" o 0 Standard Drum o 0 'HOLEY MOLEY 53 Temporary Pavement Marking, Il, White, 4" DONT `� -� Direction of Traffic PHASE 2 PHASE 3 SHEET N0. DIG 54 Temporary Pavement Marking, ll, Yellow, 4" 54 53 1 . North and Southbound traffic to be maintained 1 . Center Median shall be constructed. N ® � Construction Sign with Flasher on proposed southbound lanes 2. Traffic to be maintained on outer lanes in work areas N BLIND 0 Flashing Arrow Board 10 SECTION A-A 2. Northbound lanes and median islands to be constructed PHASE 4 32 10 1-800-382-5544 u p through binder course a CALL TOLL FREE 3. Install Signal Equipment on East side of Rangeline Road 1 . Surface course to be placed one lane at a time Type III Barricade 2. Under Traffic Condition LANE ENDS W4-2(R) NORTH W9-13(R) 36" x 36" 36" x 36" Line 'Y' 19+96 14+96 0 O +9s - - CITY CENTER TER RIVE - i`�---� + Ia- -J 'O^ Lij +56 i — — — ZW J (n 0 +22 +0 76 ! +56 SPEED LIMIT 30 W a / 790' R R2-1(30) � / +56 24" x 30" / 14+25 Z -� BEGIN PROJECT STA. 00 12+11 49 ti 00 0 \� MATCH EXISTING PAVEMENT MARKINGS (' w w W J 0 Q U W Y CL o U o o U O / / I / / I n 0 Ln 0 LLJ 0 00 Illll I( O o X O co Q 0 F H Z 4% SPEED LIMIT +37 R4-7(R) +80 co 0 1301, +64 24" x 30" 0 2 lie +45 35+95 + Z C9 R2-1(30)" � Z W Z 24 x 30 +56 +40 Q W 26+80 — — +5, 1 5+00 - z Q uj �' 00 +74 +20 (n Z > Q + Une W O Q Z W . > — 25-1-GO — — — — — — — — 30+00 W � � ~' � 0 � w a W Z Z w - - - - - - - - - - - - CITY CENTER TER DRIVE Q a: Z W � +08 V W W > Q +8s LL Wv a g 1 +32 1 O Uj it J+61 +50 O Z co z CT) LEGEND +56 +46 SPEED V o Q LIMIT — .� a R4-7(R) +64 � " +38 3 � 24 x 30 Z 4�0 Line, Thermoplastic, Broken, Yellow, 4" N 36+75 N R2-1(30) Z �1 Line, Thermoplastic, Broken, White, 4" ++ 24" x 30" 00 *HOLEY MOLEr © Line, Thermoplastic, Solid, White, 4" I I 31+20 — V) 0 Line, Thermoplastic, Solid, Yellow, 4" DONT DIG ® Transverse Markings, Thermoplastic, Stop Line, 24" SHEET N0. N �5 Transverse Markings, Thermoplastic, Crosswalk Line, 4" N BLIND © Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24 M 1_800-382-5544 Pavement Message Markings, Thermoplastic, Word (ONLY) 33 CALL TOLL FREE f1 Pavement Message Markings, Thermoplastic, Lane Indication QJ W ;NORTH) O X w Q 0 d z o 00 Q 0 C ao 0) 0 W N ^II :2 :2 Z :2 W w SPEED �- W w LIMIT L-------------- - Z I F— Q to O 30 R2-1(30) -- 24" x 30" I I +58 38+00 R4-7(R) R4-7(R) 24" x 30" 24" x 30" +00 +70 1 +40 40+14 41+48 +60 p o O 00 + a_ 0 . J E o O 45+00 50 0 Q Z Line "K",-. — w � I , — — — — — / O � N r� X w w o (D Q J � — — — _ _ 126th STREET U w CITY CENTER DRIVE H � w +78 +24 +21.5 33.4' R 9- 1 ( 1 W +60 J+30 +87 +00 Q +O6 CL Z � LANE - RIGHT LANE o ENDS a MUST STOP W1—4(L) END PROJECT STA. 50+15.53 0) RN RIG I I 36" x ( )" Q CD SPEED 36 MATCH EXISTING PAVEMENT MARKINGS Z Z R3-7(R) LIMIT 48+60 Z W 30" x 30" W9-13(R)36 361 x 6" 2 37+27 I 30 3 44+00 46+37 0 W a R2-1(30) Z > �. W4-2(R)" 24" x 30" O W 36" x 36 43+20 .1 cr W W a: Z QHt W C� u.1 � >IFS WN LL' r N O �a: o Line, Thermoplastic, Broken, Yellow, 4" co Z �1 Line, Thermoplastic, Broken, White, 4" a Line, Thermoplastic, Solid, White, 4" 4-f �3 Line, Thermoplastic, Solid, Yellow, 4" V0 ® Transverse Markings, Thermoplastic, Stop Line, 24" r CM z N Transverse Markings, Thermoplastic, Crosswalk Line, 4" 00 'HOLEY MOLEY © Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" DONT Pavement Message Markings, Thermoplastic, Word (ONLY) SHEET N0. DIG h Pavement Message Markings, Thermoplastic, Lane Indication 1 BLIND Single Post Sign Double Post Sign 34 N 1-800-382-5544 CALL TOLL FREE 0 U Z 0 J 2 O 00 I- Q O Z W Co LANE SPEED I Z Ln N ° < WATCH ENDS LIMIT I 1 V N � FOR 30 I I O Ravi o MERGENCY a D D U VEHICLES W4-2(R) R2-1(30) I 36" x 36" 24" x 30" I STOP 36" x 36" W9-13(R) 18+00 19+00 I I Existing Sign 14+00 To Be Relocated +51 R1-1–A 12+45 ( I I 36" x 36" +75 +59 I 23+21 +00 I +60 +47 +67 +73 1 1 +00 +20 Q J 1 °a a Ln J — N O I — — — — 26+55.34 15+00 Line "S-1 –K" — — 20+00 w a Q �t 0 C 3rd AVENUE o o 3 O t N 1'- X — — — — to Q to LL- r - - H +70 1 02 1 I SPEED 1 LIMIT +60 +48 ( 0 +65 O 1 +82 +28 0l +54 I 24" x(30) END PROJECT 26+25 +58 +46 +20 1 25+20 MATCH EXISTING PAVEMENT MARKINGS z lu BEGIN PROJECT STA. 11+40 +71 I I ( MATCH EXISTING PAVEMENT MARKINGS CL +78 r' 1 Q Z 0 ' I ZW Z OW W4-2(R) III Z III _ � � 36" x 36" I I 1 O 22+00 I I 1 lit W '... III WC � Z III 22Z W l - W W C� uj III Q > III LL CL C0 p ° Z LEGEND _ z v co � Z CV Z 3 0 Line, Thermoplastic, Broken, Yellow, 4" 25 T a (9 Line, Thermoplastic, Broken, White, 4" +� 00 "HOLEY MOLEY Line, Thermoplastic, Solid, White, 4" co DONT 4�3 Line, Thermoplastic, Solid, Yellow, 4" SHEET NO. 0 DIG Transverse Markings, Thermoplastic, Stop Line, 24" N BLIND Transverse Markings, Thermoplastic, Crosswalk Line, 4" © Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" 35 N 1-800-382-5544 CALL TOLL FREE Pavement Message Markings, Thermoplastic, Word (ONLY) v U 41 Pavement Message Markings, Thermoplastic, Lane Indication Z 0 \N T J Cn A +91 A °o -------------------------------------------------------------------------------------------------------- ----------- ---------------- -- -------------------------------------- +oo ----------------------------------------------------- -------------- ----- ---------------------- a o LEGEND 40+00— —' _ — F- W ® Line, Thermoplastic, Broken, Yellow, 4„ Z RANIMLINL ROAD C0 41 Line, Thermoplastic, Broken, White, 4” 0 '— W UJ Line, Thermoplastic, Solid, White, 4" 55 -------------- --------._.---_---_-___-_-____---.-__-__-._��_-_�- `\ /r�--..---------------..--_-._-_------ ----_--------------- - `` --------------------- -_ ___________________�._______________________________-__-- -- - - - `� J ® Line, Thermoplastic, Solid, Yellow, 4" � A U ® Transverse Markings, Thermoplastic, Stop Line, 24" A +88 j p ® Transverse Markings, Thermoplastic, Crosswalk Line, 4" END PROJECT STA. 40+40 > ® Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" MATCH EXISTING PAVEMENT MARKINGS ;� Pavement Message Markings, Thermoplastic, Word (ONLY) U � X h Pavement Message Markings, Thermoplastic, Lane Indication 1 w 1 1 D 24' 24' d 9.5' 10' 4.5' 1 -4.51 10' 9.5' 00 1 1 1 d 00 o F. I� N Q Q Q I I PLAN VIEW -- W N w SECTION A--A a I 1 I I I I I 1 , i EXISTING SIGNS TO REMAIN ' O ' W TO THE SOUTH OF END OF WIDENING j I 0 + - LtJ ; I I 1 I ----------- �---� 0 • / I W / l \ 1 / \ 1 1 Ca I Q p — 00 FH O _ `,, ` y ------------------------- - ----------- - ------------------------------------------------------- ------------------ - ----- --- ------------------------- - ---------------- ------------------------ --------------------------- -- - ---------------------\�----------- -- --------- ----=�---------\- ----------------------=------------\-- ---------------- I— J o � Lq m — — — -- — 50+A0 — -- — — — „ �, 55 — — — — — — .� -. -60+00 — — cn w ° N o Q Line S-2-K m -' vi rn ° N U Z= w - _ ------ Zw w � N �Q0 a- � ° o0 n RAaGELINE-ROAD -- ------------------ --------------- -- - - -- ------- _ o- --------------- --------- ----------------- co F— - ►� w \\\ - t = A +80 I A V O 1 I I I N I I +18 FJ z C0 a. a F- c� --- z Z z I SPEED SPEED Q LIMIT LIMIT W 30 30 Z > Q R2-1(30) R2—1(30) 1� � +05 O 0 am O 24" x 30 24 x 30 J 63+28 69+00 o W z + + 1 +25 +25 +25 W W +97 --------- 1 +62 +06 +56 +71 2 2 Z --- ----------- ----------- �--- ------------------------ +52 1 Q � I Q -� w o I �\ M .� - _ - _ _ _ _ -- _ _ _ _ - _ _ �. - v W > Q 65+00 70+00 -75+00 — Zw e _ _K„ U. z v = 0 RANGELINE ROAD --------------------- z Q 0 +73 1 1 V ♦-•� +30 1 +30 N z I +55 T Z m 14OL"MOs,. ENO PROJECT STA. 76+05 — a STOP SPEED MATCH EXISTING PAVEMENT MARKINGS z DON? +12 51.8' Rt 30 N DIG SHEET No. R1--1—A BLIND s" x 3s" R2-1(30) 3 65+32 I I 24" x 30" In 73+50 36 1-800-382-5544 C&L T= nwx O U LEGEND ❑ STORM WATER INLET Lg_j STORM STRUCTURE NUMBER ® STORM MANHOLE ( 1 SANITARY SEWER STRUCTURE NUMBER ® SANITARY MANHOLE ® GAS METER G CLEAN OUT GAS MARKER STORM SEWER ;NORTH] ® ELECTRIC PEDISTAL — — — — — — SANITARY SEWER 13 TELEPHONE PEDISTAL W— WATER LINE r TELEPHONE MARKER � FIRE HYDRANT ® UTILITY HAND HOLE Z ® WATER VALVE v ❑ WOOD FENCE co ® WATER METER x WIRE FENCE Lu POWER & CABLE POLE p CHAIN LINK FENCE Coo POWER POLE 2" GALVANIZED STEEL CONDUIT _eA TELEPHONE POLE 8 PHASE FULLY ACTUATED MENU DRIVEN CONTROLLER I I cg LIGHT POLE AND CABINET ON TYPE "P-1" FOUNDATION i I i o I I = m ` I ' MAST ARM AND POLE ' I E UNDERGROUND ELECTRIC LINE i ^ HANDHOLE i I I F FW- TV UNDERGROUND TV CABLE I 4-3-/14 P.M VIDEO DETECTION CAMERA i 11 I 12-5c/14 G I nl T UNDERGROUND TELEPHONE ♦ 3—SECTION(12" R,12" A,12" G) Ii I 2—Co—A � I; � � ° 2—Co—Ax Z SIGNAL INDICATION , ' NE SERVICE II OHE OVERHEAD ELECTRIC LINE ; - � � 5-SECTION(12" R,12" A,12" G,12" A Arrow,12" G Arrow) � Y CA I 40 MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN OHT OVERHEAD TELEPHONE SIGNAL INDICATION ( W i' I INDICATIONS, PUSHBUTTONS AND R10-413 SIGNS Co 40 MAST ARM AND POLE WITH INTERNATIONAL EDESTRI , cn Z VIDEO DETECTION CAMERA MOUNTED ON 25 MAST ARM rn OHE/T OVERHEAD TELEPHONE & ELECTRIC INDICATIONS, PUSHBUTTONS AND R10-4B SIGNS � W j I 40' MOUNTING HEIGHT b 00 0 PEDESTRIAN SIGNAL HEAD > Z L N VIDEO DETECTION CAMERA MOUNTED ON 25 MAT ARM ; c Q ( o Sta 29+50, 50.5' Lt N II Q Q Q G GAS LINE Co-Ax CO-AXIAL CABLE FOR VIDEO DETECTOR 40' MOUNTING HEIGHT _j I m 12c/8 2c/8 V N :2 :2 :2 Sta. 28+47, 48.6 Lt -0; 12-3-/14 2—F W J F FIBER OPTIC INTERCONNECT CABLE o M� I 7c/14 ( 8-3c/14 0C a V w f + ' I /14 14-5-/14 d o v) 93 o V N I CO—A N I ( 4-7c/14 4—Co—Ax 2-3c/14 I 5c/14 I I I m 7c/1 10 I I Co;;OAx I ' ( NEW 8 PHASE, FULLY ACTUATED, MENU DRIVEN F 2-3-/14 I ' I CONTROLLER AND CABINET ON NEW P-1 FOUNDATION 5c/14 F 7c/14 I ; a) Co—Ax LO II 0 LO I I J E N °o a, � L N O 0 d I� I (D I n O � CN _ N I� X O Q II i I d LL I I I 27+00 29 00 Line + 0 � I I I Q I + N I I II I 44 I I CITY CENTER DRIVE (30 MPH) W I ' I I I Z ' I II I 12-3c/14 c W ' 15c/14 7c/14 Z o I Co—Ax Z W Q 2-3c/14 I Q 5c/14 7c/14 ( ' I W Lm �„� 0) Co—Ax I I I 00e I I m 35' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN ca 40' MAST ARM AND POLE WITH INTERNATIONAL DESTRIAN INDICATIONS, PUSHBUTTONS AND R10-4B SIGNS W 0. INDICATIONS, PUSHBUTTONS AND R10-4B SIGNS I i VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM W VIDEO DETECTION CAMERA MOUNTED ON 25' MAST A ; I 40' MOUNTING HEIGHT J _ 40' MOUNTING HEIGHT ( Sta. 29+56, 43.5' Rt > Sta. 28+52, 56.5' Rt ( 1 5-/1414 PHASE DIAGRAM � Q 1 �I o 7c/14 PHASE 1 PHASE 2 PHASE 3 PHASE 4 aI m I Co-Ax U W a LL C/) Wi I S o Z I I I i II m W o I I N I PHASE 5 PHASE 6 PHASE 7 PHASE 8 T 00 ,, Flash: Yellow—Phases 2 & 6; Red—All Others i I o 'HOLEY MOLEY' i DONT SHEET NO. NOTE: DIG " BLIND STREET NAME SIGNS SHALL BE FURNISHED AND MOUNTED ON ALL MAST ARMS. Ln 10 N FOR TYPE OF SIGNAL POLE AND MAST ARMS REQ'D. SEE SPECIFICATIONS 1-800-382-5544 37 CALL TOLL FREE 0 U LEGEND ❑ STORM WATER INLET F J STORM STRUCTURE NUMBER i ® STORM MANHOLE ( 1 1 SANITARY SEWER STRUCTURE NUMBER r ® SANITARY MANHOLE f J GAS METER O CLEAN OUT �- GAS MARKER ~ w STORM SEWER NORTH ® ELECTRIC PEDISTAL I �' / — — — — — — SANITARY SEWER I o TELEPHONE PEDISTAL W WATER LINE ------------- o TELEPHONE MARKER FIRE HYDRANT UTILITY HAND HOLE ® WATER VALVE \ \ 0 WV ❑ WOOD FENCE ® WATER METER ' ------ _______ W x WIRE FENCE �-_____ � � w POWER & CABLE POLE _ o CHAIN LINK FENCE Ix 2c/8 0-0o POWER POLE � 11 — — 2" GALVANIZED STEEL CONDUIT 2c/8 I 2-3c/14 IA1I 2 5c/14 O TELEPHONE POLE 2 F I � ' � 8 PHASE FULLY ACTUATED MENU DRIVEN CONTROLLER 8-3C2 F 7c/14 O w � LIGHT POLE AND CABINET ON TYPE "P-1" FOUNDATION 4-5c/14 Co-Ax I m MAST ARM AND POLE 5-7c/14 0 0 E UNDERGROUND ELECTRIC LINE 2-Co-Ax m 12-3c/14 0 HANDHOLE I Z 5c/14 LJJ TV UNDERGROUND TV CABLE ►IIIIIIIIII VIDEO DETECTION CAMERA J w I 7c/14 Q NEW 8 PHASE, FULLY ACUTATED, MENU DRIVEN W Co-Ax G T UNDERGROUND TELEPHONE lob 3-SECTION(12" R,12" A,12" G) CONTROLLER AND CABINET ON NEW P-1 FOUNDATION (� SIGNAL INDICATION O OHE OVERHEAD ELECTRIC LINE 2-3c/14 Z 5-SECTION(12" R,12" A,12" G,12" A Arrow,12" G Arrow) I 5c/14 OHT OVERHEAD TELEPHONE SIGNAL INDICATION NEW SERVICE 7c/14 45' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN Co-Ax OHE/T OVERHEAD TELEPHONE & ELECTRIC PEDESTRIAN SIGNAL HEAD INDICATIONS, PUSHBUTTONS, AND R10-4B SIGNS o 3 0) VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM G GAS LINE 40' MOUNTING HEIGHT `~ II ~ ~ Q Co-Ax CO-AXIAL CABLE FOR VIDEO DETECTOR F-' 00 � O Q Q Q Sta. 40+25, 49.5 Lt = — — — — 45' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN (.V C-4 12 12 :2 __- INDICATIONS, PUSHBUTTONS, AND R10-413 SIGNS F FIBER OPTIC INTERCONNECT CABLE w VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM 3 H Vd C 40' MOUNTING HEIGHT cr Q U W cd Y F II Sta. 41+34, 53.9' Lt a U T T T w � T T T T cD CITY CENTER DRIVE (30 MPH) ' 14-3c/14 E E E E w 2-5c/14 > 3-7c/14 Ln 39+00 40+00 2-Co-A 41+00 w 1 w _ °- 00 Wv AV n C3 c LO CD J O _j N O Cn F Ln N ck� 0 O d h _C w 4-3c/14 w � Q I Cn r- •— 2-5c/1 - n ° C0 M ( � 3-7c/14 2-3c/14' J O � N • • 2-Co-Ax 5c/14 0 O � - Q 40' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN 2-7c/14 3: 't po LL_ +N&IICATIONS, PUSHBUTT 4&,-AND R10-4B SIGNS II ° I o-Ax 3 o E VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM w 40' MOUNTING HEIGHT 2-3c/14 Sta. 40+33 84.9' Rt c/14 E E E 126th ST. (30 MPH) II I c/14 Co-Ax--, F II w ~ 40' MAST ARM AND POLE WITH INTERNATIONAL PEDESTRIAN INDICATIONS, PUSHBUTTONS, AND R10-4B SIGNS (I � VIDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM 0 40' MOUNTING HEIGHT Sta. 41+41, 615 Rt a) O E E wv cc I ZZ W F I � QW 2 z - z W I Z > W Z � IL I _ � I L J' z 41 LLJ I W (L aC CL 1 mm a: PHASE DIAGRAM Q z w PHASE 1 PHASE 2 PHASE 3 PHASE 4 V W Z LY O CO� W i F- W I w I cf) I Z i I I 00 N N I w 2" RCP PHASE 5 PHASE 6 PHASE 7 PHASE 8 (O no 'HOLEY MOLEY' I Flash: Yellow-Phases 4 & 8; Red-All Others N ui I r V) DON I i w SHEET N0. DIG NOTE: N BLIND I F, I 3 STREET NAME SIGNS SHALL BE FURNISHED ARE MOUNTED ON ALL MAST ARMS. oo 1-800-382-6544 I ( I FOR TYPE OF SIGNAL POLE AND MAST ARM REQ'D. SEE SPECIFICATIONS. 38 0 U CALL TOLL FREE C PRO.11_ I No til I TA No 97-1 0A 19 SUMMARY OF QUANTITIES AND APPROACH TABLE SURFACE: BITUMINOUS UNIT BEYOND R/W LINE GRADE BITUMINOUS MATERIAL MIXTI.IRE MATERIAL. TYPE "O" PAVERS LOCATION DISTANCE (LESS THAN MIXTURE FOR ROADS FOR FOR CEMENT CEMENT COMPACTED ON TYPE "O" B[TUM (STAI ION) DESCRIPTION WIDTH LLNGT}1 BEYOND RADII 10 11 o NOl FOR HIV WIDENING BIKEPAIH CONCRETE CONCREI E' 1GGREGATE, BI'I I_°MIN0US COMP AC I ED MIXTI RE CEMEN"E (APPROACH RAN' LINE SHOWN) EXCAVATION APPROACHES MV PVM'T FOR FOR BASE BASE AGGREGATE FOR CONCRETE TYPE OR " R " MV FOR SIDEWALK NO. ON SURFACE APPROACHES PVM'T CLASS) (included in CEMENT CONCRETE PVMT ASPHALT ('ONCRE"TE PAVEMENT DRIVES COMPACTED No. 73 MV FOR earthwork PATTERNED BASE SURFACE BINDER BASE BASE BASE SURFACE BINDER AGGREGATE DRIVES "W" °L" calculations) CONCRETE Il 8 > 5C 5D Il 8 L'T. RT. I 2 d�' 3304/SYD 10" 7" 11(WsYD 220;#/SYD 4954/SYD 17584/SYD 250#/SYD 12504/SYD I10#/SYD 2204/SYD 6" 4" 11" 6" ft ft ft ft ft °% CUT FILL d` 4 vd' vd' vd' vd' d' vd' d' d yd` adz vd vd' d' vd` .\d' vd REMARKS Line "K" 3fi+5(1. Commcrcial Drivc 24.0 30,0 20.0 20.0 12 36-156.8 Public Road 3 6,0 36,0 30.0 30.0 188 4268.7 Commcrcial Dnyc 30.0 50.0 I9.0 20.0 20,0 1311 I8 Sl 43+54.6 Commcrcial DriNc 40.0 38.(1 20.0 20.0 1`-)`) 44+86.0 Privatc Drivc 12),0 21.7 15.(1 15.0 46 46+21.0 Public Road (Pamicc Drivc) 22.7 20.4 30.0 30.0 117 46+80.4 Privatc Drivc 12.0 23.2 15.0 15,0 46 47+34.5 Privatc Drivc 18.7 33.4 20.0 20.0 `) 47+�3.8 Private Drivc 15.5 354 15.0 15.O 91 48468 1 Prix atc Drivc 16.0 38 7 15.0 9.0 80 49+05.4 Private Drirc 20.0 33 8 9.0 15.0 86 5O 0.5.4 Private DrIyc 10.2 28.2 15.0 15.0 54 50+32.8 Privatc Drivc 14 8 13.4 15 0 5.O 35 Line "S-1-K" 22+92.9 Commcrcial Driv,c 25.0 33.7 16.3 20.0 20.0 1 96 10 47 23+41.7 Public Road (126th Street) 36 0 26.9 20.0 20-0 83 17 Line "S-2-K" 01 56.28 Commercial Drivc. 35_(1 67,4 25.0 25.0 106 42 187 61+69.91 Commercial DrlNc 28.0 26.7 2 9 20.0 IO 0 16 7 31 h3+01 Commercial Drive 12.0 ?1 5 1.5 10.0 10.0 40 3 1 2 63,-32 Commcrcial Drip c 12.0 25.5 5.5 10.0 10.0 25 4 65+ 12 Public Road (Winona Drivc) 5S.0 45.0 10.3 3 0,0 11 0.(1 33, 148 148 65+ 12 Public Road (Winona Drivc) 240 50.0 30_(1 30,0 1_':• 52 66+75 Commercial Drivc 30.0 204 16.4 20.0 20.0 59 16 70 69+13 Commercial Drivc 27.4 34.8 15.5 20.0 20.0 64 15 67 Cite Center Drivc 6063 61856 1074 1074 16957 16057 16057 18263 18263 1003 1003 2511 264 126th Street 2918 1 106 4385 =4385 4385 4711 4385 744 Ord Avenue S.W, 278-4 1-49_; 735(1 7350 7350 7009 7350 128-4 1284 824 179 Ram,chric Road 1413 2537 17507 2056 1303 166 TOTAL 13178 66992 84-1 1074 1074 46268 28693 28693 30884 29909 2016 ;187 3187 1541 5383 558 166 51 l TOTAL (TONS) 140 418 2545 3156 7102 2702 3750 1285 175 351 1 1 16 +5"o FOR AGGREGATE- 420",") FOR FILL 13398 21 S() GRAND TOTAL 13178 80390 140 1074 439 2545 3156 7102 2702 3750 1285 175 351 1541 5383 1 172 166 51 1 ;k ,c *'10"EAL SURFACE: I 1 25-45 +175 2720 **TOTAL. BINDER 8 156 1 3507 111MA'c"I No ;III I "I No 07-1(A `" PIM.I I�C"C N(1_ 4w' UNDERDRAIN TABLE 1)7-1()A Along Outside Curb Along Median LEFT RIGHT LEFT" OUTLET RIGHT OUTLET OUTLET TEES OUTLET EACH TEES TEES TEES EACH F;ACH EACH REMARKS J J o REMARKS REMARKS J o REMARKS a z p T LLJ E- �- O w a 6" 6" 61 �! OUTLETT AT C a. STATION STATION - OUTLET w 6" w `- 611 E STATION STATION �-' aw OUTLET 6" _ w t,� z w ^! to �" BENDS °° TO TO C4 °' AT BENDS ?' to 6 E> w C7 E~ �? O 6 6 to BENDS OUTLET AT c w 6, 6„ �: O r- w w 0 �" 3 STATION C7 - C7 - I- C. H r r- Q - v p cC w r S to LLJ rL w w Q to to 6" S"T"ATION STATION _ :_� S"-ATION 3 „(�„ to to a w w w w w w ,� w w c to to 5 STATION _ BEND to to w z. -; -: - C� °� u `r 6 _G STATION STATION S'TAT'ION "6'° G s � — w � w .� W �7 U E- acxr1 � f EACH EACH EACH EACH O O EA. SYD. LFT, F,A. 90" 45" LF"I LF'T 45" 90" EA LFT SYD EA, EA. SYD. [ FT. I EA. 90" 4.5" LFT. LF"T 45" 90" FA. LFT . SYD FA. LINE "K" LINE "K" LINE "K" LINE "K" 12+60 12+-60 13+52 II 14+SO 199 14+50 14+50 181 14+50 12 II 14+50 120 14+50 2 12 14 +50 14+50 14+50 14+SO 14 1 1 15+ 75 131 15+75 15+75 119 15+75 15 14 1 l IS+75 151 15+75 15+75 149 15+75 1 l IS 15+75 15+75 I5 +75 15+75 14 15+75 151 17+20 17+20 138 15+75 15 14 1 15+75 172 17+20 17+20 168 15+75 1 15 17-f2O 17+20 17+20 17+20 17 1 19+00 181 19 +00 19+00 1791 19+-00 18 17 2 19+00 226 19+00 19+00 225 19+00 2 18 19+00 19+00 19+00 19+00 20 20 00 105 20+00 20+00 95 20+00 21 20 1 1 20+-00 127 20+00 20+00 125 20+00 1 1 21 20+00 204OO 20100 20+00 20 20+00 216 22+15 22+15 212 20+00 21 20 1 20+00 240 22+ 15 ??+IS 239 20+00 I 21 224 15 22+-15 22-f 77+I5 23 24+00 179 24 100 24+00 191 24+00 24 23 2 24+00 208 24-+00 24+00 212 24 400 2 24 24t-00 24+00 24+00 24+O0 f, 25+�,4 184 -5+-84 2 ? 25+-84 184 25+84 1 27 26 1 1 25+84 210 25+84 25, 84 210 25+84 l I 27 25±84 25+84 25+84 25 +84 26 25+84 116 27+00 �7+00 116 25+84 27 26 1 25+84 141 27+00 27+00 141 25+84 1 27 27+00 27,-00 29 27+00 130 28+30 28+30 130 27+-00 30 2 ? 27+00 27+00 27+00 155 28+30 27+27 52 27+00 2 28+30 28430 28+30 82 1 1 "8,67,o 63 28467.6 28+-69.0 6 3 28+69.0 79 32 2 28+67.6 62 28+67.6 29+31 6 2913 3) 0 29 i-3 3 0 83 29+_31. 152 30+50 30+50 152 29+33.0 80 30�SO 193 29+33.0 2 80 30+50 30+50 30-f SO 30 50 39 32 +50 200 32+SO 32+50 200 30+50 37 39 10 SO 226 32+50 32-+50 226 30-,50 2 37 32+-50 324-S0 3?}50 3 ) 150 41 32+50 227 34+21 34+21 249 32+50 40 38 2 32+50 260 34+21 34+21 266 32+50 2 40 34+21 34+21 34+21 34+21 47 35+50 132 35+50 36+05 177 36+05 48 41 2 35+50 155 35+50 36+05 207 36+05 48 -3- '50 36t-O5 35 +50 36+05 50 37+O5 244 37+05 37+05 100 37+05 Sl 50 1 1 37+05 182 37+05 37+05 126 37+05 1 I 51 37+05 37+05 50 37+05 165 38+70 38+70 l65 37+OS 37+-05 371-05 51 50 1 37+05 190 38+70 38+70 190 37+05 1 51 38+70 38+70 38+70 38+70 5 3 38 t 70 320 69+49 "RL" 72+20"R[ " 239 38+7() 54 53 2 38170 204 44042's- 5 40+-25 204 38+70 2 53 69+49"RL" 72+20"RL" 41 f,35 414 35 56 42+20 250 42+2C) 42- 20 169 42+20 57 56 2 42+20 122 42+2() 42+20 110 42+20 2 57 42+-20 42+20 42+20 42+20 59 44+00 180 44+00 44+00 180 44+00 60 59 2 44+00 205 44 00 44+00 205 44+00 2 60 44+00 44+-00 44400 44+00 62 45 +75 45+75 45+75 45+75 63 62 2 45 +75 45 +75 45+75 45-+75 2 63 45+75 45+75 { 2 45 +75 205 47+80 47480 205 45 +75 I I —+--I I I I - I 63 0 0 0 0 0 ol 01 01 3730 3444 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 01 28 3236 3368 1 301 0 0 0 0 0 Geotextiles for Underdrain (syd) 3229 2981.4 Geotextiles for Underdrain (syd) Geotextiles for Underdrain (syd) 2801 2915.57 Geotextiles for Underdrain (syd) Aggregate for Underdrain (cyd) 449.47 415.00 Aggregate for Underdrain (cyd) Aggregate for Underdrain (cyd) 389.94 405.84 Aggregate for Underdrain (cyd) Subtotals 13778 58 0 8 0 0 0 0 0 0 Geotextiles for (Underdrain (syd) 9120 Aggregate t6r Underdrain (cyd) [660.25 IT()rI CI Nr 1SI 11 l:1 Nt �. 97-1 uA 40 126th.xls No , Il l;7I No>- 97-I UA l UNDERDRAIN TABLE Along Outside Curb Along Median LEFT RIGHT LEFT' RIGHT OUTLET OUTLET OUTLET O[`TLF.T TIES TEES TEE-.S T FES EACH EACH EACH FaCH REMARKS l � J O � REMARKS REMARKS O � � REMARKS o J z L W W ce I-- W E-� W r C� „ W =j W „ 1 W C W 6 P. STATION a OI:TLET 6 w r E- �� �u „ 6 G STATION STATION -� a OUTLET 6 w x P4 ce O w „ w C 6 6 Z. �" w E- _-, F- C w a 6 6 _ Ol_JTt E"T' .AT C C _ w t:>" 6" W J O w �- w i- C7 a 6 E� to BENDS OUTLET AT C4 1.0 STATION lON TO ce AT BE-_NDS r to a w J Q ce — w BENDS 1O TO �i E3E,NUS to �'" 7--. to STATION U C7 to to �= �' C7 w C� w w E^ W w w �,� aw. U J to to STA F ION J STATION J „ „ to to cn z w w w -a 1- V LL� r Q v D H r z 1 v p �; d to to �� STATION STATION T TON STATION ION 6 � p � l J J J _ z C7 �� a. rrj w C� Q 6 _ � STATION _ STATION 6 p z 0 _ --' O O O � x Ohm O � � � Z CF-ce OF- � _ -ice O � m r C, cn O ✓ Co cn � w C O n � ✓ Uv C � C � sw T w v v Oa OU � cr EACH EACH EACH EACH E,A. SYD. [_,FT. EA. 90 45" I_,FT. LFT. 45 90 EA. LFT- SYD. EA. EA. SYD. LET. EA. 90`` 45" LFT- LFT. 45" 90`' EA- LF"T. SYD. E:A. LINE "K" LINE "K" 47-+80 47+80 65 50+00 66 48+46 48+46 66 50+00 66 LINE LINE LINE., LINE "S-1-K" "S-1-K,, 11 170 111-70 I I +40 11 X40 67 12+98 158 12+98 12+98 158 12+98 68 67 I I 12+98 154 12+98 12+98 154 12+98 I 1 68 12 t 98 1 2+-98 12+98 12 ,98 67 12+98 177 14+75 14175 177 12+98 68 67 1 12+98 202 14+75 14+75 202 12198 1 68 14 t-75 14+75 14+75 14+75 70 141-75 177 16+52 16+52 177 14+75 71 70 2 14-+75 202 16+52 10152 202 14+75 2 71 16+52 16+52 16+52 16+52 73 17+50 98 17+50 17+50 98 17+50 74 73 2 17+50 123 17+50 17+50 123 17+50 2 74 17+50 17+50 17+50 17+50 76 18+60 110 181-60 18+ - 60 110 18-60 77 76 1 1 18160 136 18+60 18+60 136 18+60 1 1 77 181-60 18+60 8+60 18,60 76 18+60 190 20+50 20+50 190 18+60 77 76 1 18+60 215 20+50 204 So 215 18+60 1 77 x 21+75 21+75 84 22'-47 72 22+47 22147 72 22147 85 22+47 22+47 �� 84 22+47 161 24{-08 24+08 161 24­08 85 LINE "RL" LINE "RL" 61+10 61 +10 90 63 X00 190 63-+00 62+73 163 62+73 88 63-+00 62+73 90 63+00 85 63+85 63-183 100 62+73 1 88 63+85 63+83 9L 63�-85 167 65+52 66+99 316 6.3+83 `)I 65+-52 66+99 96 65+52 148 67+00 69+49 250 66+99 98 67+00 72+20 97 67+00 184 68+84 75+81 361 751-81 104 68+84 100 68+84 65 69+49 72+20 103 75180 360 75+80 0 0 0 0 0 0 0 0 2408 2399 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 8 1032 1032 8 0 2 0 0 0 0 0 Geotextiles for Underdrain (syd) 2085 2076.7 Geotextiles for 1nderdrain (syd) Geotextiles for Underdrain (syd) 893 893.368 Geotextiles for Underdrain (syd') A -re-ate for Underdrain (cvd) 124.36 124-36 Aggregate for Underdrain (cyd) Aggregate for Underdrain (cyd) 290-16 289.08 Aggregate for Underdrain (cyd) g� 5 Subtotals 0 0 0 0 0 4 0 16 6871 TOTAL 20649 74 10 12 0 0 0 jo ii 0 Geotextiles for Underdrain (syd) 5948 Geotextiles for Underdrain (syd) 15074 Aggregate for Underdrain (cyd) 827.96 Aggregate for Underdrain (cyd) 2488.20 PR()II CI N(>_ Sl I I I N(>. 97-I uA 41 126th.xls ines IF A CONTRACTOR ELECTS TO USE METAL PIPE No THICKNESS AS SHOWN BELOW ARE TO BE USED 97-1()n 42 STRUCTURE DATA DESCRIPTION FLOW LINE GAGES OR THICK. DESCRIPTION FLOW LINE GAGES OR THICK. w SEE STANDARD SHEET 715- w w w SEE STANDARD w rL C7 cG .� w - F. o z i_ co 7 � z 3 .a =� z P555-01 FOR ACCEPTABLE w �G d [- O p --� L �� Ca �` r; D z ¢ u z z w C7 O cG O O °- D z -- d Z O C z a. z O _ --� w H ✓ SHEET 715-P555-01 d E✓ ,_ O -a z °- E~ w = w � Z [-- Z v' w 2 Q w > va > F= d F- zn d w x D w w > v> > Z [✓ cC O O c_ z O w Z w E~ a C4 � c` d X w c� v 2 w E� �G pa E� u.. tv d w v O p TYPE OF PIPE WITH 1N �-- > w w w w v t„ w z REMARKS u d w O q N a. FOR ACCEPTABLE [- z ¢ iG `" w w w �- � � z w z REMARKS O w O z ar O ' v °a O Q ¢ w `i' p 0 w F- ZO rt p O v p W m O d d w w O v EACH GROUP z w � w 3w dw L w w aw z � � � U .� w cr J O 3 > OIL) c� z -� v� U zz„ v w w d w w w _ a d � � v TYPE OF PIPE WITH z w ua v� z O O z IN EACH GROUP v w d w J W W U V U . Q x w a, v in ft ft ELEV. ELEV. _vd' TYPE ton ft' EA. ft' lbs in ft ft ELEV. ELEV. ft' TYPE ton ft2 EA. ft` lbs LINE "K" 83z.17 }/,e� "16 Br _ ,Zi 11 1450 X 12 L Inlet, J-10 64 1.97 -444 -3 23.0 A 12 53 3870 X 12 P Inlet, M-10 12 4.3 4H-2-t4j 841.10# 846. 13.7 A 52 83, s -ee ,7 -70 / 12 1450 X 12 P Inlet, M-10 14 2.16 +11 -'clfi#CS 834._ 11.0 A 13 54 3870 X 12 L Inlet, J-l0 88 14 842.80 842.E 846 _ 50.8 A 53 81yS7 8iR zry 13 1450 X 15 P Manhole, C-4 133 3.23 .. 8 3 5--it 22.0 B 16 55 4250 X 18 L Manhole, C-4 347 8.8 839. _ _ 51.0 B 52 8 30 e3o. � ,Q •Od . "93 14 1596 X 12 L Inlet, B-15 44 1 1.32 - 40 '44 -83'd.TL 83343 24.0 A 15 56 4250 X 12 P Inlet, M-10 l l 3.3 •Bf-" 844. _ 849.-2-_' 12.0 A 55 15 1596 X 12 P Inlet, C-15 14 1.56 833. 12.2 A 16 57 4250 X 12 L Inlet, J-10 76 19 -84-53Ei _944- 40.7 A 56 �� •%� sZB,B/ 16A t G3 16 1596 X 18 P Manhole, C-4 75 2.78 *4"� l 834. 23.0 B 44A 58 4400 X 18 P Manhole, C-4 178 5.8 840. 839.Q4--T48 19 28.9 B 55 QZB•B7 0Zf,r3 16A 1680 X 18 P Manhole, C-4 211 1.5 -m,rr� -mi 834.63 51.0 B 19 17 1900 X 12 L, Inlet, J-10 64 1.17 829.62 829.43 831.79 23.0 A 18 59 4400 X 12 P Inlet, M-10 11 2.8 84725 10.0 A 58 Bra B mss. X42 q 18 1900 X 12 P Inlet, M-10 14 1.36 829.43 831.79 11.0 A 19 60 4400 X 12 L, lnlet,4--0 Af-/G 70 2.4 -8 847.25 37.2 A 59 d2B, ETZZ,73 Gd,� /Z - 6F3.Z7 843./ X L /ter . Z•� �¢s0 .6 � 19 1900 X 18 P Manhole, C-4 102 2.14 -$-6 _ 832.8 23.0 B 22 61 4575 X 15 P Manhole, C-4 173 3.5 841.88 846. 28.0 B 58 ./ 20 2013 X 12 L Inlet, B-15 64 1.16 828. 828.46 830.$1- 23.0 A 21 62 4585 X 12 P Inlet, C-15 12 2.4 842. 842. 2 845.7 92 A 61 •7a 1 1 e*ff.z .9G 21 2013 X 12 P Inlet, C-IS 141 1 1.35 828.4 828.3_ 830.$1 11.0 A 22 63 4577 X 12 L Inlet, B-15 44 2.4 842. 845.92 25.0 A 62 19=_/43/ 2013 X 24 P Manhole, C-4 249 1.47 ._ 8.24.60 831.82 51.0 B 861 64A 4780 X I 12 P Manhole, C-4 203 3.3 84').0& 841-0'r 847._ 26.0 B -� 86 2260 X 24 P Manhole, C-4 143 1.3 827.60 A27 833.1 29.0 B 25 23 2400 X 12 L Inlet, J-I 0 64 1.74 828._ 831.26 23.0 A 24 64B 4800 X 12 P Pipe Catch Basin 15" 12 843 843.2 843.0 845.17 12.0 B 61 24 2400 X 12 P Inlet, M-10 14 1.93 828.33 831.26 12.3 A 25 65 4780 X 12 P Inlet, M-10 11 2.3 843.11 843.0 846. 2 11.0 A 6 .7 , --a- 25 2400 X 24 P Manhole, C-4 181 2.95 827.31 826.. 832.26 41. 1 B 28 66 4780 X 12 L Inlet, J-10 38 2.3 843.30 843.1 846. 23.0 A 65 •9/ .[3 LINE "S-1-K" 26 2584 X 12 L Inlet, B-15 64 1.57 827. 827.44 830.2 2 3.0 A 27 67 1298 X 15- L Inlet, M-10 12 1.4 827.53 827.49 8302 11.0 A 69 27 2584 X 1 2 P Inlet, C-15 1 4 1.76 827.�t 827. 830. 1 1 0 A 28 68 1298 X 12 L Inlet, J-10 55 1.3 827.7 827.53 830.03 21.0 A 67 .G ,46 28 2584 X 24 P Manhole, C-4 114 2.33 826. 826 831. 30.4 B 31 69 1298 X 15 P Manhole, C'-4 173 2 827.49 827.11 830.74 28.0 B 72 zc 29 2700 X 12 L Inlet, J-10 64 1.64 828.A-& 828. 831.14 23.0 A 30 70 1475 X 12 L Inlet, C-15 3 2.7 827.04 830.7 3.5.5 A 72 ,•off .d .Z 6 30 2700 X 12 P Inlet, M-10 14 1.83 828.3-fi 828.2 831. 10.0 A 31 71 1475 X 12 L Inlet, B-15 64 2.4 827.' 827.04 830. 36.0 A 70 . � Bz� ' • .7 31 2700 X 30 P Manhole, D-4 136 3.37 826.2 832.14 30.0 B 34 72 1475 X 24 P Manhole, C-4 271 2.7 •826. 826.1 831. 55.0 B 75 ez y,61 .46- 32 2830 X 12 P Inlet, J-10 23 2.18 829.36 832._ 22.0 A 35 73 1750 X 12 L Inlet, C-15 3 2.7 827.4 827.40 831.1 8.0 A 75 43 3 33 2830 X 12 P Inlet, J-10 17 2. 18 829._ 829.28 832._ 1 1.2 A 34 74 1750 X 12 L Inlet, B-15 64 2.4 827.7 827.4 831.18 36.0 A 73 ,-77 ,s ars a3t• 34 2838 X 36 L Manhole, D-4 101 5.04 825 825. . 833. 6 232.0 B 35 75 1750 X 24 P Manhole, C-4 106 3.6 826.1 82fr M 4Pd-� 29.0 B 78 •48 ZL,7 35 2838 X 36 L Manhole, D-4 95 4.53 825. 825.z� 833 262.0 B 36 76 1860 X 12 L Inlet, C-15 3 2.7 q 826. 830.74 8.0 A 78 • -57 .z 36 2937 X 29x45 R-I Manhole, E-4 109 4.64 825'.24 825.8F-p 833. 24.0 B 39 77 1860 X 12 L Inlet, B-15 64 2.5 827.4_21- 827. 830.7 36.0 A 76 37 3050 X 12 L Inlet, .1-10 64 2.42 833. 832.77 836.51 35.5 A 38 78 1860 X 24 P Manhole, C-4 186 3.4 826. 825. •831. 41.0 B 81 38 3050 X 12 P Inlet, M-10 12 2.74 832.7 830.E 836.51 1 L5 A 39 79 2050 X 12 L. Inlet, M-10 18 2.9 828.-66 828._ 832.4 16.0 A 81 .w 837- -"'-� 39 3050 X 36 P Manhole, E-4 197 8.94 825. 824.67 379.0 B 42 80 2050 X 12 L Inlet, J-10 64 3 8287 828. 832.8 36.0 A 79 8 .7 .7.3 40 3250 X 12 L Inlet, J-10 64 2.42 840.414 839.87 843.19-1-. 35.5 A 41 81 2050 X 24 P Manhole, C-4 23 5.2 825. 825.-6-2-, 942.8 18.0 B 34 ,c �--� 41 32.50 X 15 P Inlet, M-10 12 2.81 839.85 837.00 843_ 11.5 A 42 82 2175 X 12 L Inlet, J-10 28 2 82(1. 832. _ 33.0 A 35 • .9G ­97 -�' 42 3250 X 36 P Manhole, D-4 77 15.8 824.67 824.E 843.5 151.0 B 43 83 2175 X 12 L Inlet, M-10 5 43 827. 827. 833.06 9.0 A 36 .Cz .f7 ,z 43 3371 X 36 P Manhole, D-4 41 624 824.E 824.4* 833. 32.0 B 44B 84 2247 X 12 L Inlet, J-10 62 2.3 828. 828. 831.81 103.0 A 85 ,Z7 .8 �9Z, 85 2247 X 12. L Inlet, M-10 70 16 828. 8274-1- 434-&1 116.0 A 36 BJ¢, /p LINE "S-2-K" 44B 3371 X 36 P Manhole, D-4 104 6.62 824.tt 823.86 _ 102.0 B 45 87 6281 Ix 1 1 12 P Inlet, E-7 14 4.5 832.42 832.28 837. 4.6 88 .4/ 45 1557 *X 4.0 P Manhole, E-4 7.14 823.86 6 5,Af4 831 10.0 B 88 6273 X 12 L Inlet, M-10 4 4.4 832. 832.26 837.71 1.3 ¢3. 46 3540 X 24 P Manhole, C-4 174 12 825.; 40.5 B 44B 89 6289 X Adjust Casting to Grade 637, !G 639• 47 3550 X 12 P Inlet, M-10 16 3.86 840.- -94-(� 845.1 15.6 A 46 90 6300 X 12 L Inlet, M-10 8 4.7 831.87 831.57 837._ 2.8 89 B¢/,o •si 48 3605 X 12 L Inlet, B-15 93 2.42 94A-94 840.' 844.36 57.3 A 47 8 ,s r I LEGEND FOR ABBREVIATION 49 3705 X 24 P Manhole, C-4 168 7.72 _ _ .19 830. 844.82 33.2 B 44 F.B.('.C.S./P.I. --- FULLY BITUMINOUS COATED CORRUGATED STEEL F.B.C.S..A./ P.I. --- FULLY BITUMINOUS COATED CORRUGATED ARCH a WITH PAVED INVERT. WITH PAVED INVERT. 50 3705 X 15 P Inlet, C-15 9 2.76 _ 9494-)Q 8439 13.2 A 49 F.B.C.C.A.A./ P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ALLOY F.B.C.C.A.A.! P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ARCH WITH PAVED INVERT. WITH PAVED INVERT. 51 3705 X 12 L Inlet, B-15 88 2.33 840 843 � 49.1 A 50 F B.C.C.S. ---------- FULLY BITUMINOUS COATED CORRUGATED STEEL,. F.B.C.C.A.A. ------- FULLY BITUMINOUS COATED C ORR(JGATFD ARCI 1. ,7 �' ,7 C.S. ----------------- CORRUGATED STEEL. C.S.A --------------- CORRUGATED STEEL ARCH. --- 52 3870 X 24 P Manhole, C-4 161 9.5 835. 847.4 42 1 B 49 C.A. ----------------- CORRUGATED ALUMINIUM. C A.A. --------------- CORRUGATED ALUMINIUM ARCH. S.P.S. --------------- STRUCTURAL PLATE STEEL. S.P.S.A. ------------- STRUCTURAL PLATE STEEL ARCH. PRO JEC I No S111T V 'I.inc "I1R, No 97-100 1 42 � * IF A CONTRACTOR ELECTS TO USE METAL I'Rt>11�:L"I N(?. SI Ilil?"I PIPE No THICKNESS AS SHOWN BELOW ARE TO BE USED 97-10A 43 STRUCTURE DATA DESCRIPTION FLOW LINE GAGES OR THICK. DESCRIPTION FLOW LINE GAGES OR THICK. LLJ E~ ✓� z SEE STANDARD SHEET 71 C4 7 w _ O E v z z� C O C4 w w SHEET 715-P555-01 cC d P555-01 FOR ACCEPTABLE z O O a, w -- E- c/� d w Z Q w w > va Z [- O O a z p w = �: v u- O N a TYPE OF PIPE WITH 1N E- > w w [- d cL X = d w v z w [✓ m E- w w > .', u_ x d ¢ X w C4 to w w d w C7 D w w H v, w z REMARKS U O a FOR ACCEPTABLE > z w <r r1 z Z r1 z .� [- w r E- d w C7 w w H ;� v� w Z REMARKS EACH GROUP z w v U, w w dw � r� Uw Uw w z a � F- 0- Z zd wF- v, :� �� U w %� W U, C7 Ow 5w 2 > pc� vw vw w w �_n ° [-- ct� z � � z O C w a O Uw - � `� � d � w v O a. � p � � �' Op � z p v pTYPEOFPIPEWITII 2 w U a p w mOd dr- j,� v r1 O �? w C4 O W m m 1 W w �; U v �" CC w U - f3 m m Z ¢ X v a v} C U Q.) d n IN EACH GROUP ,j U, L w m �� w ti v r in ft ft ELEV. ELEV. yd' TYPE ton ft` EA. ft' lbs in ft ft ELEV. ELEV. ft TYPE ton ft` EA. ft' Ibs ,L 91 6383 X 12 L Inlet, J-10 4 3.7 833. 1-T 833.11 837. 1.1 A 1 17-1 92 6385 X 12 L Inlet, J-10 80 3.9 833.31 832.51 837 3 22.8 A �- 93 6463 X 12 L Inlet, E-7 4 3 833.40 833.38 O2 0.9 A 94 6532 X Adjust Casting to Grade 9374: 95 6531 X Adjust Casting to Grade 96 6.573 X 12 L Inlet, J-10 38 3.2 834. 4 833.63- 837.x+6 9.1 A 94 97 6700 X Inlet Casting Req'd 83S:C 8 z Bag, 98 6708 X 12 L Inlet, M-10 2 3.5 -S.4 49 3 4. 838.9 0.5 A -�' 99 6750 X 12 L Inlet, E-7 40 4 834.65 834.45 8397 11.9 A 98 100 6884 X Inlet Casting Red'd 10-isy,13 re, 101 6949 X 12 L Inlet, J-10 3 2.9 840.80 840.65 844.5_ 0.6 A d 102 6950 X 12 L jInlet, J-10 3 2.41 841. 17 -S+-tt* 844.5 0.5 A 103 7580 X 12 L Inlet, M-10 2 3.2 839. 839.70 843.8 0.5 A 104 7580 X 12 L Inlet, J-10 1 3.1 840. 839. 843.88 0.2 A 105 7580 X Adjust Casting to Grade LINE "TR" t ,B 106 1292 X 12 L Inlet, R-13 95 18 429--211 827.7T 831. 19.0 A 40 107 1392 X 12 L Inlet, R-13 48 4.5 827.7 827.4 15.9 B 43 LINE "S-TR-2" 108 1380 X 15 L Pipe 20 k* ** 2 LINE "S-1-K" 301 1 139 X jAdjust Casting to Grade 302 1539 X Adjust Casting to Grade 303 1939 X Adjust Casting to Grade 304 2342 X Adjust Casting to Grade Plug Outlet LINE "S-2-K" Pipe 306 4943 X Adjust Casting to Grade 307 4989 X Adjust Casting to Grade 308 5398 X Adjust Casting to Grade 309 5720 X Adjust Casting to Grade 310 6033 X Adjust Casting to Grade 3 l 1 6114 X Adjust Casting to Grade 312 6121 X Adjust Casting to Grade 313 6520 X Adjust Casting to Grade 314 6467 X Adjust Casting to Grade 315 6995 X Adjust Casting to Grade LINE "K" t. 303A 1939 X 10 PVC Manhole, C-4 32 2 826.8 826.13 831 9 15.0 A 303 G 305 2342 X 10 L Exist Manhole 404 2 828.6 82747 833. 60 A 303A LEGEND FOR ABBREVIATION F 13 C.C.S./ P I --- FULI_.Y BITUMINOUS COA"I'ED CORRUGATED STEEL F.B.CS.A./ P.I. --- FULLY BITUMINOUS COATF,D CORRUGATED ARCH WITH PAVED INVERT, WITH PAVED INVERT. FB.C.C.A.A.,/ P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ALLOY F.B.C.C.A.A.! P.I. -- FULLY BITUMINOUS COATED CORRUGATED ALUMINIUM ARCH WITH PAVED INVERT WITH PAVED INVERT F B.0 C.S ---------- FULLY BITUMINOUS COATED CORRUGATED STEEL F.B.C.C.A.A. ------- FULLY BITUMINOUS COATED CORRUGATED ARCH. C.S. ----------------- CORRUGATED STEEL.. C.S.A. --------------- CORRUGATED S'TEFL ARCH. C.A. ----------------- CORRUGATED ALUMINIUM. C A A. --------------- CORRUGATED ALUMINIUM ARCH S.P.S. --------------- STRUCTURAL PLATE STEEL. S.P.S.A. ------------- STRUCTURAL PLATE STEEL ,ARCH. PIZO.I1,(A No Sllla:l No hatch I;si,tin� I;Ir�utiun 97-I iA 43 J Line "K" z PI 32+97.64 K" � 0 I W Sto. I3+43. 11, Monon Trail (5.0 Lt., LINE "TR') 33 =Sta. 33+15.0, LINE "K" 3" Keyway(Tjp.) w Sta. I3+8782 Monon Trail Q Top o f Slab El e v. 831.77 0 Sta. 12+98 40 �' Monon Trail Top of Slab De v. 832. 12 1 r c h - z N 3» N 3„ o Z N ~o Monon Trail N o Q V & Structure � � W J 89'-5" cr a V w a� Y IL oco13Q �, I —0.49 cs-2 6" Edge of Precast Structure c) I o ; Trail Grade � v v Line "TR" I Edge of Precast Structure 13+ 00 I �, �' 6„ Line TR 14+ 00 IL N I >_ LO V_T N O 00 2,-4» a LO 40' 1 114 Low Q') 8 318 rn vi rn 40'-1 1 4" a n d I� w � a G) - a_( D 00 N POT I3+43.81 "TR" O (.D O cv X 7 =POT 33+20.05 "K" QO De tail cs-3 _ H ------�� FOUNDATION PLAN i Pedestrian Handrail (See Specification) D 2' 4' 8' i I I I I I I I I I I I I l > I ) cc 12'-0" Span I ` I' W W J Precast wingwall > Z W _ Jz z � W z a 1:: 1 3" 0 Perforated drain 2'-0" span x 10'-0" rise o " 1 0supplied with wingwall Z precast tunnel unit 'Q z Inside of tunnel to be 1 [ =. �; Type B win an W GC - z a painted ivory. Cost to �, I I_ be included in cost of Granular Z 0 . Pedestrian Tunnel. Backfill W cc v 1 L W Waterproof Membrane I " o(Typ. at Joints) Leg of precast tunnel W� ° dO ' ` co Q) 10 w f-- Ir W a Tunnel fi I ° ° Grade /�///\/�� o 11„ 8" 3„ #5 @ 18 W o "� T a. Grout a Reinforcing not shown d e a Q —— ———— for clarity NO TES:>, (3) #6 Top & bottom w/ Electrical Conduit to be cast into Precast Concrete Tunnel Units as required Q Detail cs-> 2 -6 4 15 —8 #4 ties @ 4'_0 0.c. by the Electrical Drawings with these plans (see sheet No. CS-5 through CS-8). #4x4'6" @12" (5) #6 Bars Concrete for Footings and Wingwalls shall have a minimum compressive strength of 4000 psi SECTION B SECTION C DETAIL Reinforcing steel for Footings and Wingwalls shall conform to ASTM A615, A617—Grade 60. SHEET N0. 85 1 0 2 4 8 CS—� For Plan & Profile, see Sheet No. 20. CS � 0 1' 2' 4' -� 0 1' 2' 4' CS-� 0 See Sheets CS-2, CS-3 For Additional Details and CS-4 for Tunnel Specifications. a For General Notes, See Sheet No. 2. CS-1 U 1 114" Galv. Steel Tube �o Line + 0 s- Sta. 13+43. 11, Monon Trail 0 �,' 4" Max. Opening �o PI 32+97.64 "K" (5.0 Lt. LINE "TR') (Typ) 1 1/4 Galy. Steel Tube ' z =Sta. 33+15.0, LINE "K" �o O R=4" 4" Max. Opening (T)p) 314" Galy. Steel Tubing cc 8 3" 33 m � 3/4" Gal v. Steel Tube 4 4„ Stainless Steel Cover all corners with 2 Dovetail Slot(Typ) 2'-0" wide Strip of Detail w ��. Fil ter Fabric (typ) CS-3 , ��O DETAIL 2 ��, DETAIL ri,**� Scale. None CS-2 h _—_---_---_ — `3` 0 Scale: None CS-2 Polyurethane coatis __ __ — _ __————__— _= a- Note: Aliphatic Polyurethane coating d Note: Aliphatic yu q on entire Railing System & Lintels on entire Railing System & Lin e s co 0 °O (i� rn UJ ° Stainless Steel Sta. 12+98.90 Monon Trail 12 eadw l v 12" Headwall Sta. 13+87.32 Monon Trail Flemish Bond Brick to one course below Finished Grade z °r°, N z Dovetail Slot(Typ) on all sides of Wingwall with Beaded Grout Joints(Typ) U N o a v A ° Flemish Bond Brick to one course below Finished v Grade on all sides of Wingwall with Beaded Grout CS-2 3 � av� o Ed e of Precast Structure ° ° Edge of Precast Structure a p co p p V Joints (Typ) g 38'-0" 38 -D Monon Trail � Line "TR" Line TR �, 17'-6" 1 ° 00 & � Structure 17'-6" 14+ 00 20'-6" 201-6 ° --- ----------- 1 ————— —— N ^I N O D p O O -0 co CL U Ln ° J E - N 00 � 1 POT 13+43.81 "TR" 2'-6 ' 2'-6" 2'-6" 2'-6" I 2'-6" 2' 6" 2' 6" / -0 �' o' N 2 -61 2 -6 2 6 I I� _ _ - - 0 o' Detail CS 3 -POT 33+20.05 "K" w 5,-0„ I 5,_0» I 5,-0„ I 5,_0„ I 5,_0„ _I 5, 0„ 3, 0„ 0 5,_0» 51-0» 5'_0�� 5'_p)' 5'-0" - (11) 12' Span x 10 Rise x 8 Wide LM r �AUf�IFI�� TJ AC . t,�jj,frt: ;,�rr ';red- . - Precast Culvert Units Plus (10) 1/2" Joints = 88'-5" Perforated Drain Tile Connect to Structures No. 106 or 107 at ends of Tunnel with Non-Perforated 3" Drain Tile as TUNNEL PLAN determined in field at time of installation by contractor (Typ.) 13'-4" p 2 4 8' 6" 3 Eq Spa. (4'-6"Max.) Typical Post Spacings Pedestrian Handrail Tunnel Limits = 88'-5" NO TES Q Cast Stone Coping (See Specification) Detail CS-2 over SS. Flashing 12" Precast Headwall __ GENERAL N01FS Cast Stone Coping 6 Stainless Steel 1. This tunnel has b en designed for general site 2 over S S. Flashing -I �artaao�� �r Dovetail Slot(Typ) Detail CS-3 conditions. The ��� shall be responsible W LU Detail CS-2 ri�� Pedestrian Handrail I for the structure's suitability to the existing site > Z Q W CS-3 Wingwall Connection Plates (See End Elevation this Sheet) � ' I conditions including confirmation of soil conditions. j Z Detail I I X Z Z Stainless Steel I I Q Dovetail Slot(Typ) ) 2. Prior to construction, contractor must verify all 0 WI ' � :: . elevations shown through the engineer. z Cast Stone C o p in g Q Z over S.S. Flashing DESIGN DA TA W - Z F Q — c Design Loading: HS20-44 Q Design Fill Height: 4'-0" max. from top of crown Z W o to top of povement. W Design Method: Load factor per AASHTO Specification Lr) 8 I Joint Seal between �, I Assumed Allowable Soil Bearing: 2000 PSF (Verify) W Detail CS-3 �, � ( end unit and headwall Joint Seal Ix <a: W • I (Typ. between Q • a I I I tunnel units) V I I Cast Stone Keystone I I I II I A RIA V � W Flemish Bond Brick to one I I ^ ^ ( Rolled Angle for I i a course below Finished Grade �, I II I I I I II _ ( Concrete for Footings and Wingwalls shall have a on all sides of Wingwall with o i Facing Ledge I ( II _ I Sto. 12+98.90, To of Slab Elev. 83212 II '� II II _ _ I P minimum compressive strength of 4000 psi. hall Q Beaded Grout Joints (Typ) �; I I it II II II I Solder Course ( of I ( II II II I Reinforcing steel for Footings and Wingwalls s II II II I II II : I: I -0.4% Q II II I Control Joint, Ea. I. ^ ' I I II n conform to ASTM A615, A616 or A617-Grade 60. I I II it `� __ _ °� LL_IL_ _ice— _ ---- —_-- —_ -- --------- --- � comer(Typ) r - - 1 -- - -- — - Jt �t � - - - NO TES: -_ - _ - -_ - - - -- - - -- - -- - - - - - - J Electrical Conduit to be cast into Precast Concrete Tunnel Units as required 0 12'-0' San Flemish Bond Brick to one course below Finished Grade by the Electrical Drawings with these plans (see sheet No. CS-5 thru CS-8 . Equal Space Equal Space P SHEET NO. � Wingwalls, both Faces) 2'-0"(Typ all on all sides of Wingwall with Beaded Grout Joints(Typ) For Plan & Profile, see Sheet No. 20. � Control Joint in face brick and coping: Precast Manufacture to furnish Shop Drawings of precast units for Sealont and backer rod soft joint r7� approval prior to fabrication. T all Win walls both Faces END EL EVA T1 ON SEC TlO s Typ 9 � ) 0 2 4 8 0 2' 4' 8' C$-2 See Sheets CS-1, CS-3 For Additional Details and CS 4 for Tunnel Specifications. CNS=2 For General Notes, See Sheet /Jo. 2. Connection Plate see Detail 5/CS-3 E Wingwall Anchor insert, (2) 1"0 Bolts & �' Wash ers �o� _j U) Stainless Steel Dovetail Slot(Typ) 4„ 2 112" Vanes Headwall L� Equal Equal 1 114" Ga/v. Steel Tube ———— --�———— Pedestrian Handrail III Lei Richmond (2) bolt p (See Specification) I �T)pj reset wingwall anchor for 1"0 x 3" Lg. a > Aliphatic Polyurethane coating N bolts, (6" pitch) Uj on entire Railing System c—— - u-, Grout or Anchoring Cement o �, j 1"x10'x15" Galy. (P-1) D » 1 —0 4 1 2 L___zlj Headwall 170 x 6" Lg. Galvanized Steel Tube Flange; Threaded Rod (2) attach as necessary to meet structural performance I I For Notes not Shown w H requirements, by means of See Detoll Expansion Bolts into Concrete. CS-3 DETAI L 1 Stainless Steel Dovetail Slot(T)p) o a� 0 1' cs-2 d r---------t I I DETAIL 2 2' CS-2 � o Ia C oo ~o Z N z • laa �. 4\\ \�� 2 \\ 1 I 42 V N o a I 1 o Ravi ci I PW—1 1'-3" Cr o vii o o v Precast PW-1 Precast � al Wingwall P-1 � Wingwall 2 1/2" IF 6" Threaded rod (2) -12rront Face with double nuts DETAIL 4„ 0 o �' 2' CS-1 15 2'0 Hole Cut from 0 C o L0 4-2 0 Holes P 112x6x1 —3 � �° N 1'x10"x15" Min. o 0 1 118" 0 Ho/es— R 314x10xl'-3" �a 'o - r' 0-) r� (Gal v. as per ASTM A 153) o o �. �' Washer 112"x4"x4" o � � o � � N O X PLATE P-1 PLATE PW 1 3: r, � � � DETAIL (4 per each connection) � CONNECTION PL A TE DETAIL 4 5 CS-3 1' 2' Varies 0 11 2' CS-3 Equal Equal Cast Stone Coping 1" 4" Primer Compatible 0 Stainless Steel Flashing Cap 7 5/8" With Joint Wrap. 718" x 1 3 8' But Roe Q over Dowel per SMACNA Plate #54; / / yl Rope Seal to Deformed Flashing. I I — Stainless Steel (0.018') Deform Through Wal/ Flashing O Cast Stone Keystone Top of Precast 9 Wide Sealwrap or cc a Per SMACNA Plate #54, extend 114" beyond Brick (Typ each End Tunnel) Tunnel Unit EZ—Wrap Rubber J a 1_\ (Typ) Face. Mortar in top course to include acrylic latex additive, W W Typical of all areas in contact with Deformed Flashing. — > Z Q W _ JZ z Galvanized Steel Termination Bar _ Z Extension of Arch Radius Line W Q Pea Gravel ( Stainless Steel Dowel ® 24" o.c. Maximum, with (� G min. of 2 per Cost Stone Section. Weeps @ 24 o.c. 41 a l Stainless Steel Flexible Veneer Anchor. 1 4 Precast Tunnel Units W Z Z 1 Embedded Flashing—Extend Ia � O 8" up wall and 114" I. beyond Brick Face I I Precast Concrete Headwall or Wingwoll(Typ) SECTION Z ~ W I-- H Stainless Steel Dovetail Slot(Typ) 0 1 2 CS-2 V J co Grade Varies I 3 5118" W W Grou t Fill I I 7" I a l" Clear air space (min.) Q o Galvanized Shelf Angle I 1 W and Expansion Bolts - Face Brick V a DETAIL r8.. I Scale: None CS-2 Q 0 NOTES Q DETAIL Electrical Conduit to be cast into Precast Concrete Tunnel Units as required & 6 by the Electrical Drawings with these plans (see sheet No. CS-5 thru CS-8). 0 0 1' 2' CS-1 3 For Plan & Profile, see Sheet No. 20. SHEET N0. V See Sheets CS-2, CS-3 For Additional Details and CS-4 for Tunnel Specifications. 8 For General Notes, See Sheet No. 2. CS-3 -SPECIFICA TIONS FOR MA NUFA C TURE A ND INS TA L L A TION OF PRECA S T CONCRE PEDES .TRIA N TUNNEL 1. DESCRIPTION 6. DESIGN 8. TESTING AND INSPECTION 13. REJECTION This work shall consist of constructing o pedestrian tunnel in 6.1 The tunnel dimension and reinforcement details shall Tunnels shall be subject to rejection on account of any of the 15.3 Backfill - Backfill shall be considered as al/ rep/aced excavation and new 8.1 Type of Test Specimen - Concrete compressive strength specification requirements. Individual tunnels may be rejected N accordance with these specifications and in reasonably close be as prescribed in the plan and the shop drawings P q Y � embankment adjacent to the precast concrete units and wingwalls. The project shall be determined from compression tests made on because of an of the followin conformity with the lines, grades, design and dimensions shown on provided by the manufacturer subject to the provisions Y g' construction and material specifications which include the specifications the plans or as established b the Engineer. of Section 7. The minimum concrete compressive cylinders or cores. For cylinder testing a minimum of P Y 9 P for excavation for structures and roadway excavation and embankment 4 cylinders shall be taken during each production run. 13.1 Fractures or cracks passing through the wall, except strength shall be 4,000 psi. The minimum steel yield For core testing, one core shall be cut from a tunnel p g g p construction shall apply except as modified in this section. for o single end crack that does not exceed one half strength shall be 60,000 psi. 9 section selected at random from each group of 15 No backfill shall be placed against any structural elements until they have 2 TYPES 9 P the thickness of the wall. The tunnels are in accordance with the designed tunnels or less of a particular size and production 9 been approved by the Engineer. Precast reinforced concrete pedestrian tunnels manufactured in „ run. For each continuous production run, each group of 13.2 Defects that indicate proportioning, mixin , and Standard Specifications for Highway Bridges adopted g accordance with this specification shall be designated by span 15 tunnels of a single size or fraction thereof shall molding not in compliance with Section 5. by the American Association of State Highway and g p Backfill against a waterproofed surface shall be placed carefully to ovoid and rise. be considered separately for the purpose of testing and Transportation Officials, 1996. A minimum of one acceptance. A production run shall be considered 13.3 Honeycombed or open texture. damage to the waterproofing material Z 3° MATERIALS - CONCRETE foot of cover above the crown of the tunnel is continuous if not interrupted for more than 3 O required in the installed condition. (Unless noted consecutive days. Mechanical tampers or approved compacting equipment shall be used to compact F) Y 13.4 Damaged ends, where such damage would prevent making all backfi/l and embankment immediate) adjacent to each side of the tunnel The concrete for the tunnels shall be air-entrained when otherwise and designed accordingly.) Y j j a satisfactory joint. and over the top of the tunnel until it is covered to a minimum depth of one W installed in areas subject to freeze-thaw conditions, composed of foot. The backfill within four feet of each side of the tunnel shall be Cr. Portland cement, fine and coarse aggregates, admixtures and water. 8.2 Compression Testing - Cylinders shall be made and Concrete shall contain 6 42 percent air. The air entraining tested as prescribed by the ASTM C 39 Specification. placed in lifts of eight inches or less (loose depth). Heavy compaction admixture shall conform to AASHTO M154. Cores shall be obtained and tested for compressive 14. MARKING equipment shall not be operated in this area or over the tunnel until it 6.2 Placement of Reinforcement - The cover of concrete over strength in accordance with the provisions of the ASTM Each tunnel shall be clearly marked by waterproof paint. is covered to a depth of one foot. the outside circumferential reinforcement shall be 2 3.1 Portland Cement - Shall conform to the C 497 Specification. The following shall be shown on the inside of the vertical leg inches minimum. The cover of concrete over the inside of the culvert section: Lightweight dozers and graders may be operated over tunnels having one foot requirements of ASTM Specifications C150-Type 1, circumferential reinforcement shall be 1 112 inches of compacted cover, but heavy earth movie equipment lar er than a D-4 Dozer Type ll, or Type 111 cement. P Y 9 (larger minimum. The clear distance of the end circumferential 8.3 Acceptability of Cylinder Tests - Failure of any of the Culvert Section Span X Culvert Rise weighing in excess of 12 tons and having track pressures of eight psi or wires shall not be less than one inch nor more than two 3.2 Coarse Aggregate - Shall consist of stone having a 28 day test cylinders to meet 90 percent of the minimum greater) shat/ require two feet of cover unless the design cover is less than inches from the ends of the tunnel. Reinforcement maximum size of 1 inch. Aggregate shall meet compressive strength requirement can be cause for Date of Manufacture two feet. In no case shall equipment operating in excess of the design load shall be assembled utilizing single or multiple layers W of welded wire fabric, or utilizing requirements for ASTM C33. le layer of rejection. (HS20 or HS25) be permitted over the tunnel unless approved by the manufacturer. a sin g y Name or trademark of the manufacturer The welded wire fabric p 3.3 Water Reducing Admixture - The manufacturer may submit deformed billet-steel bars. Any additional fill and subsequent excavation required to provide this shall be composed of circumferential and longitudinal 8.4 Acceptability of Core Tests - The compressive strength for approval by the Engineer, awater-reducing admixture P Y P 9 minimum cover shall be made at no additional cost to the project. wires meeting the spacing requirements of 6.4 and shall of the concrete in each group of tunnels as defined for the purpose of increasing workability and reducing 9 p O contain sufficient longitudinal wires extending through in 8.1 is acceptable when the core test strength is equal Z the water requirement for the concrete. the tunnel to maintain the shape and position of the P g q 15. CONSTRUCTION REQUIREMENTS As a precaution against introducing unbalanced stresses in the tunnel and P P to or greater than the design concrete strength. When wingwalls, when placing backfill at no time shall the difference between the reinforcement. Longitudinal distribution reinforcement the compressive strength of the core tested is less 15.1 Footings - the tunnels shall be installed on 3.4 Calcium Chloride - The addition to the mix of calcium P 9 heights of fill on opposite sides of the tunnel exceed 24". may be welded wire fabric or deformed billet-steel bars than the design concrete strength, the tunnel from cast-in-place concrete footings. The design 00 0 chloride or admixtures containing calcium chloride will 9 9 0, w and shall meet the spacing requirements of 6.4. The which that core was taken may be recored. When the size and elevation of the footers shall be as shown � not be permitted. Y Backfill in front of wingwalls shat/ be carried to ground lines shown in � � ,.,� p ends of the longitudinal distribution reinforcement compressive strength of the recore is equal to or on the plans. A three inch deep keyway shall be cv z P g q the plans. Z �n shall be not more than 3 inches from the ends of the greater than the design concrete strength, the formed in the top surface of the footing three inches � (N Z 4. MA TERIALS - STEEL REINFORCEMENT AND HARDWARE tunnel. compressive strength of the concrete in that group of clear of the inside and outside faces of the tunnel V N 1.- a tunnels is acceptable. unless specified otherwise on the plans. The footings 15.4 External Protection of Joints - The butt joint made by W W All reinforcing steel for the tunnels shall be fabricated and shall be given a smooth float finish and shall reach a » LU J two adjoining tunnels shall be covered with a 7 8 x 1 3 8 O I- Q � C placed in accordance with the detailed shop drawings submitted by f g / / 6.3 Bending of Reinforcement - The outside and inside compressive strength of 2,000 psi before placement of .. � Q V W � Y the manufacturer. circumferential reinforcing steel for the corners of the tunnel sections. The completed footing surface (1 114 round equivalent) piece of butyl rope and a minimum IL p C0 p p U 9 8.4.1 When the compressive strength of any recore is p g of a 9 inch wide joint wrap. The surface sholl be free of the tunnel shall be bent to such an angle that is less than the design concrete strength, the shall be constructed in accordance with grades shown on 4.1 Steel Reinforcement - Reinforcement shall consist of g g dirt before applying the joint material. A primer approximately equal to the configuration of the tunnels tunnel from which that core was taken shall be the plans. When tested with a 10 foot straight edge, PP Y q 9 compatible with the joint wra to be used shall be a lied welded wire fabric conforming to ASTM Specification A the surface shall not vary more than 1 4 inch in 10 P I P pp outside corner. re�ecfed. Two tunnels from the remainder of the Y / for a minimum width of nine inches on each side of the joint. 185 or A 497, or deformed billet steel bars conforming j group shall be selected at random and one core feet. If a precast concrete footer is used the to ASTM Specification A 615, Grade 60. Longitudinal g P � The external wrap shall be either EZ-WRAP RUBBER by PRESS-SEAL contractor shall prepare a 4 inch thick layer of shall be taken from each. If the compressive GASKET CORPORATION, SEAL WRAP b MAR MAC MANUFACTURING CO. INC. distribution reinforcement may consists of welded wire Y greater compacted or to equal th of both cores is strength e ted granular material the full width of the fabric or deformed billet-steel bars. g q g or approved equal. The joint shall be covered continuously 6.4 Laps, Welds, and Spacing - Tension splices in the than the design concrete strength, the compressive footer prior to placing the precast footer circumferential reinforcement shall be made b lopping. g g P from the bottom of one tunnel section leg, across the top of 4.2 Bolts and threaded rods for win wall connection shall be y pP g' strength of the remainder of that group of the arch and to the opposite tunnel section leg. Any laps 9 Laps may be tack welded together for assembly purposes. tunnels is acceptable. If the compressive 15.2 Placement of the tunnels - The tunnels shall be ASTM A307. Nuts shall be ASTM A194 Grade 2H. All bolts, For smooth welded wire fabric, the overla shall meet P P that result in the joint wrap shall be a minimum of six inches P strength of either of the two cores tested is less placed as shown on the Engineers plan drawings. ion with the overlap running ownhill. .> 0 threaded rods and nuts used in wingwall connections shall the requirements of ACI 12.8 and 12.19. For deformed g p g C= C � q than the design concrete strength the remainder Special care shall be taken in setting the tunnels to � be hot-dip galvanized as per ASTM A153. welded wire fabric, the overla shall meet the 0 0 P of the group of tunnels shall be rejected or, at the true line and grade. The tunnels shall be set on In addition to the joints between units, the joint between the 0 00 requirements of ACI 12.7 and 12.18. For deformed billet- the option of the manufacturer, each tunnel of 6» X 6" mosonite or steel shims. A minimum of 112 inch end unit and the headwall shall also be sealed. if using a- 0 C Ln Structural Steel for wingwall connection plates and plate steel bars, the overlap shall meet the requirements of the remainder of the group shall be cored and o shall be provided between the footin and the J 9 P 9 P P 9 precast wingwalls, the joint between the end tunnel unit and J cv O washers shall be ASTM A709 Grade 36 and shall be ACI 12.2. For slices other than tension slices, the a� P P accepted individually, and any of these tunnels bottom of the tunnels vertical legs. The gap shat/ the win wall sha)) be sealed with this f e of wra or at the u' � � N galvanized as per ASTM A153. overla shall be a minimum of 12" for welded wire fabric that have cores with less than the design concrete g p ~ - � P 9 be filled with cement grout (portland cement and water discretion of the Engineer, filter fabric shall be substituted. o � r\ or deformed billet-steel bars. The spacing center to strength shall be rejected or cement mortar composed of one part portland cement w 3�: 0 1 Inserts for wingwalls shall be 1 Diameter Two-Bolts Preset center of the circumferential wires in a wire fabric 00 fngwall Anchors as manufactured by the Richmond Screw and three parts of sand, by volume, and water.) During the backfi/ling operation, care shall be taken to keep __J o C LD C� Anchor Co., 7214 Burns Street, Fort Worth, Texas 76118, sheet shall be not less than 2 inches nor more than 4 8.4.2 Plugging Core Holes - The core holes shall be the joint wrap in its proper location over the joint. Any damage to 0 � cal r­ X (817) 284-4981, or approved equal. inches. For the wire fabric, the spacing center to and sealed b the manufacturer in a manner or movement of the joint from its proper location shall be repaired � � � IQ center of the longitudinal wires shall not be more than plugged Y b the contractor at no additional cost. 8 inches. The spacing center to center of the such that the tunnel will meet all of the test Ferrule Loop Inserts shall be F-64 Ferrule Loop Inserts requirements of this specification. Tunnel so BACKFILL DESCRIP110N H as manufactured by the Do on Superior Corp., Miamisburg longitudinal distribution steel for either line of reinforcing in the top slab shall be not more than 16 sealed shall be considered satisfactory for use. Ohio, (937) 866-0711, or approved equal. inches. Group Classification A-1-a -1 A-1-b A-3 A-2-4 A-2A52A- 2-6 A-2-7 A-4 Inserts for detached headwalls shall be AISI type 304 8.4.3 Test Equipment - Every manufacturer furnishing Sleve Analysis, Percent Passing stainless steel, Richmond Type EC-2 inserts as manufactured tunnels under this specification shall furnish all No. 10 50 max. by the Richmond Screw Anchor Co., 7214 Burns Street, 7 PERMISSIBLE i/AR/A TIONS facilities and personnel necessary to carryout the No. 40 30 max. 50 max. 51 max Fort Worth, Texas 76118, (817) 284-4981, or approved equal. test required. No. 200 15 max. 25 max. 10 max. 35 max. 35 max. 35 max. 35 max. 36 min. Coil rods and nuts Used in headwall connections shall be AISI type 304 stainless steel. Washers used in headwall connections 7.1 Internal Dimensions - The internal dimension shall vary Characteristics of Fraction Passing shall be either AISI type 304 stainless steel or ASTM A709 not more than 19 from the design dimensions nor more No. 40 Grade 36 plate washers galvanized as per ASTM A153 than 1 112 inches whichever is less. The haunch Liquid Limit 40 max. 41 min. 40 max. 41 min. 40 max. dimensions shall vary not more than 314 inch from the Plasticity Index 6 max. N.P. 10 max. 10 max. 11 min. 11 min. 10 max. 5. MANUFACTURE design dimension. Usual Types of Significant Stone Fragments, Fine Silty or Clayey Gravel and Sand Silty Soils 9 JOINTS Constituent Materials Gravel & Sand Sand 5.1 Mixture - The aggregates, cement and water shall be . Genera/ Rating as Subgrade Excellent to Good Fair to Poor O proportioned and mixed in a batch mixer to produce a 7.2 Slob and Wal/ Thickness - The slab and wall thickness The tunnels shall be produced with flat butt ends. The ends of 0 homogeneous concrete meeting the strength requirements shall not be less than that shown in the design b more the tunnels shall be such that when the sections are laid 9 Y FINISHED GRADE J of this specification. The proportion of portland together They will make a continuous line of tunnels with a W cement in the mixture shall not be less than 564 pounds than 114 inch. A thickness more than that required in smooth interior free of appreciable irregularities, all _Z W the design shall not be cause for rejection. compatible with the permissible variations - in Section 7. (6 sacks) per cubic yard of concrete. P P The joint width shall not exceed 314 inches. = LIMITS OF CRITICAL J Z 5.2 Curing - The precast concrete tunnel units shall be COMPACTED MATERIAL W BACKFILL ZONE (C.B.Z.) Z cured for a sufficient length of time so that the 7.3 Length of Opposite Surfaces - Variations in laying (SEE CHART BELOW) = o concrete will develop the specified compressive lengths of two opposite surfaces of the tunnel shall strength in 28 days or less. Any one of the following not be more than 518 inch in any tunnel section, 10. WORKMANSHIP AND FINISH ao methods of curing or combinations thereof shall be except where beveled ends for laying of curves are < Z specified b the purchaser. The tunnels shall be substantially free of fractures. The _ used., P y P ends of the tunnels shall be normal to the walls and centerline Finished Grade 1 1 1 W Z of the tunnel section, within the limits of the variations Limits of ° ° Q 5.2.1 Steam Curing - The tunnels may be low pressure, °Wo °mss O steam cured b a system that will maintain a moist 7.4 Length of Section - The underrun in length of a section given in section 7, except where beveled ends are specified. 1-0 Excavation Z Y y The surface of the tunnels shall be a smooth steel form or Compacted Material Min. W ~ W atmosphere. shall not be more than 112 inch in any tunnel. (Same as unit backfill) 4'-0' MIN. troweled surface. Trapped air pockets causing surface defects o�'o � �•• shall be considered as part of a smooth steel form finish. engineered ill w /INSITU W 5.2.2 Water Curing - The tunnels may be water cured by for 126th Street v� _ SOIL UJ �' CO any method that will keep the sections moist. 7.5 Position of Reinforcement - The maximum variation in � °•� W position of the reinforcement shall be + 112 inch. l'-0" , p Q oo t ' Q 5.2.3 Membrane Curing - A sea ling membrane conforming to In no case shall the cover over the reinforcement be less _ the requirements of ASTM Specification C 309 may be than 1 1/2 inches for the outside circumferential steel 11. REPAIRS °o�C Cggr°ad °ado SPAN ,I co W PP required or be less than 1 inch for the inside circumferential �°° g�°° g�°° g�°°4 r , applied and shall be left intact until the 6 ELEVATION Tunnels may be repaired if necessary, because of imperfections oow oo� oo� oo� concrete compressive strength is attained. The steel as measured to the external or internal surface ei5o abo ° co concrete temperature at the time of application shall in manufacture or handling damage and will be acceptable if, Precast wingwall : e�, ebo-ebo� Qbo�q Limits of Critical NOTES P PP of the tunnel. These tolerances or cover requirements in the opinion of the purchaser, the repairs are sound properly ooa°� ooc 0005 000° be within + 10 degrees F of the atmospheric do not apply to mating surfaces of the joints. finished and cured and the repaired section conforms to the °9b0�° Backfill Zone (C.B.Z.) 1. SEE PEDESTRIAN TUNNEL SPECIFICATIONS SECTION 15.3 FOR BACKFILL SPECIFICATIONS. temperature. All surfaces shall be kept moist prior requirements of this specification. 0o9bo'l, *2. FOR FILL HEIGHTS LESS THAN 2'-0", THE FINISHED GRADE SHALL BE THE BOUNDARY 0 to the application of the compounds and shall be dam '? °ebo q LINE FOR THE C.B.Z. PP P P Q o00C 0006 3. BACKFILLING OPERATIONS WITHIN THE C.B.Z. SHALL BE PERFORMED IN LIFTS OF 8" Q when the compound is applied. 76 Area of Reinforcement - The areas of steel oe�° ° OR LESS (LOOSE DEPTH). reinforcement shall be the design steel areas as shown oa°o° 4. MAXIMUM DRY DENSITY SHALL BE DETERMINED BY AASHTO T-99 OR OTHER APPROVED 5.3 Forms - the forms used in manufacture shall be sufficiently in the manufacturer's shop drawings. Steel areas ° ° METHODS. rigid and accurate to maintain the tunnel dimensions within greater than those required shall not be cause for 12. INSPECTION In-Situ 5. BACKFILL SHALL BE COMPACTED IN LAYERS UNTIL THE DENSITY IS NOT LESS THAN the permissible variations given in Section 7. All costing rejection. The permissible variation in diameter of soil 95q OF THE MAXIMUM DRY DENSITY. P 9 9 l P The quality of materials, the process of manufacture, and the SHEET N0. surfaces shall be of a smooth material. any reinforcement shall conform to the tolerances finished tunnels shall be subject to inspection by the purchaser. Grout SPAN FILL HEIGHT ACCEPTABLE INSIDE C.B.Z.MATERIAL ACCEPTABLE OUTSIDE C.B.Z,MATERIAL prescribed in the ASTM Specification for that type of 5.4 Handling - Handling devices or holes shall be permitted reinforcement. WINGWALL BACKFILL REQUIREMENTS < 24'-0" > 12'-0" Al, A3 ** in each tunnel for the purpose of handling and setting. < 24'-0" < 12'-0" Al, A2, A3, A4 ** Al, A3 5.5 Storage - The tunnels shall be stored in such a manner to ** EMBANKMENT MATERIAL PER PROJECT SPECIFICATIONS prevent cracking or damage. The units shall not be stored CS4 " in on upright position until the compressive strength is a BACKFILL REQUIREMENTS minimum of 4,000 psi. Note: Ror Gen era/ Notes, See Sheet No. 2. QJ W N 'o y/ J_ Q SEE SHEETS C6, C7 & C8 FOR F- ADDITIONAL ELECTRICAL INFORMATION O ' , ---- 0 w ,'JUNCTION BOX FOR FIBER OPTIC CABLE CONNECTION d ui PROPOSED NEW PAD MOUNTED TRANSFORMER W 120/240 VOLT, 1 PHASE 00 BY P.S.I. Coo o Z l Z Lc) N N (n (n m Q KWH METER BY CONTRACTOR R/W �' �� W W ~ ~ 'p PER P.S.I. REQUIREMENTS r j KWH METER TO BE MOUNTED ON A TREATED WOODEN �`' `'� 3 a W Y T TRANSFORMER UNDERGROUND SECONDARY rr , � _ I <~ a le PEDESTAL ADJACENT 0 1 1/4"C. r d. O t/� ° C U 3- #2 �r RECEPTACLE T Lo r s I IIr II I I 0 (D < < 00 T) III II CITY CENTER DRIVE N N o Qo ry N 89-45'36"'1 E oo °Q o , 3: d � + I N � II II F==j N 1 y i cl r r RECEPTACLE O R cc z W W Q a:5 R/W Z OuiQ W 0o LuQZ cf) I— CC J zo .3 Q W W�-- v UWm WQ H — FF- 0 V V W � J co) W O Q 8 SHEET N0. a CS-5 6 i DUPLEX RECEPTACLE, 125V., 20 AMP, GFCI, NEMA 5-20R HUBBLL GF5362 WITH HUBBELL 5222 WEATHERPROOF COVER, STUB RECEPTACLE UP 4" A.F.G. INSTALL UTILITY BOX BELOW GRADE AND PIGTAIL #12 CIRCUIT TO RECEPTACLE. — J DUPLEX RECEPTACLE, 125V., 20 AMP, GFCI, NEMA 5-20R HUBBELL GF5362 WITH U) HUBBELL 5222 WEATHERPROOF COVER, STUB RECEPTACLE UP 4' A.F.G. INSTALL UTILITY BOX BELOW GRADE AND PIGTAIL #12 CIRCUIT TO RECEPTACLE. SB SB O ® SB i5 SB uj O, cc� �o S B 6 O� SB 10. �Q�GP S B SB `p, DISTRIBUTION PANEL SB SB TUNNEL SECTION JOINTS (TYP) Q) SB W SB gyp,, ^� p SB SB SA SA SA SA SA SA SA PHOTOCELL Z 4'-4" FACE OF BRICK/ co 4'-4" CENTER OF CAMERA '0-) ti 00 Z N (n VIDEO CONTROL CENTER 4" CONCRETE STRIP , V N o z � 4" CONCRETE STRIP e FW- < 0 G SC SC SC SC SC SC SC SC SC a G � G 0 V SC SC SC SC SC SC SC SC SC SA SA SA Q O Q SA SA SA SA ca a o te a--- o 0 0 —� 2'-5" >, 8 SPACES TYPICAL OF 8 SPACES 4'-0" 3'-0 4'-C TYPICAL OF 2'-0" 2'-7 1 O 4'-2" 10 3 -0 1'-7" 3'-0" a Ln O L 00 a Ln JUNCTION BOX FOR J N O or) FIBER OPTIC CONNECTION � � •�' � Ln N 0 W � Q I rn n O � O cNO X r d r) � H l '-8 1/2" a FACE OF BRICK WALL ° 1 '-0" 4!'x4" a � ROUGH—IN BOX a J IN TUNNEL CEILING. a ° ° W a Z a a e ROUGH-IN J N/�\�� a BOX IN � TUNNEL WALL. '... a Q FACE PLATE -,� ° a SITE LIGHTING FIXTURE SCHEDULE CONCRETE Q W IN-GROUND / ��\/ � ��\ \\ \ INSTALL TO I I P E Q I DESCRIPTION LUMINAIRE /�/ ��/ / MANUFACTURER'S TUNNEL CEILING a L_ W Q ad TYPES SB & Sc. SPECIFICATION 0 50 WATT METAL HALIDE RECESSED WALL LUMINAIRE WITH FULLY SHIELDED LIGHT SOU TUNNEL WALL VOLTAGE; 120 VOLT, WHITE WITH CLEAR TEMPERED GLASS SPREAD LENS. CC ui Z Z a FACEPLATE, STAINLESS STEEL, PAINTED W a SA 14 THE FIXTURE WILL HAVE A ROUGH-IN HOUSING WHICH WILL HAVE TO BE SUPPLIED TO THE TUNNEL MANUFACTURER PRIOR TO TUNNEL FABRICATION. c BEGA #2806MH W/SPREAD LENS. W a a 50 WATT METAL HALIDE, BELOW GRADE LUMINAIRE, 120 VOLT f+ SB 14 COLOR; LIGHT GRAY PAINT J N Z NOTE: NOTE: KIM #CL3 O 1 . SB FIXTURES SHALL BE INDIVIDUALLY SET a 1 .CONTRACTOR TO FIELD MODIFY MOUNTING ASSEMBLY IN SAME AS "SB" EXCEPT W/ ROCK GUARD-CAT #R63 Q IN CONCRETE AS SHOWN IN THE ABOVE PLANVIEW. ENSURE A SECURE TIGHT FIT ° SC 18 o ORDER TO ° �+ 2. SC FIXTURES SHALL BE SET IN CONCRETE AGAINST THE TUNNEL CEILING. low Z AS SHOWN IN THE ABOVE PLANVIEW. Z A TYPICA MOUNTIN 0 RETAINING WALL LIGHTING DOME SURVEILLANCE CAMERA TYPES Z O O a SHEET N0. R CSm6 i i i i 3/4" PVC CONDUIT FOR PHOTOCELL. STUB CONDUIT OUTSIDE FACE OF TUNNEL NEAR TOP OF WALL. 4"x4%2-1/8" DEEP ROUGH IN BOX FOR CAMERA MOUNTING. DISTRIBUTION PANEL. 3/4" PVC CONDUIT, CAST IN PLACE. z BOTTOM OF PANEL TO BE 3'-0" ABOVE FINISHED TUNNEL FLOOR. DUPLEX RECEPTACLE Ix ROUGH IN HOUSING FOR RECESSED WALL / LUMINAIRES (TYPICAL OF 7 PER WALL). // SB BOTTOM OF HOUSING TO BE 3'-0" / ABOVE FINISHED TUNNEL FLOOR. SEE BELOW VIDEO CONTROL CENTER ENCLOSURE, / SB 10"X10"X8" FIBERGLASS JUNCTION BOX STUBBED PVC CONDUIT, BOTTOM OF PANEL TO BE PRE-CAST, / / FOR FIBER-OPTIC CONNECTION STUBBED OUTSIDE OF WALL 3'-0" ABOVE FINISHED TUNNEL FLOOR. // / (TYPICAL OF 5). LU / SB ~ / / D 3/4" PVC CONDUIT, 1 1/2" PVC CONDUIT, 2"X3"X3.5"DEEP ROUGH-IN oo CAST IN PLACE. STUBBED OUTSIDE OF WALL. BOX FOR PHOTOCELL / SB / I SC ® z° / S C / 3/4" PVC CONDUIT, TO / \ SB SC / ., 0) CAST IN PLACE. C' �� I / \� Z � N U) gSB �� sc / / F' N �o z < W m ui SC / ' W o W J \ I / o a v� o 3/4" PVC CONDUIT, / I a U W Y \ I I SC / STUBBED OUTSIDE OF WALL. \ \ � 1-1 / d a co a a U SB � SA \ �\ / SC / / ' 4x4 x2-1/8 DEEP ROUGH IN BOX. FOR / / , Sc CAMERA MOUNTING. / ' /%' SC "o, / / 3/4" PVC CONDUIT, SA STUBBED OUTSIDE OF WALL. 'o' / SA 7 TWO (2), ON EACH HOUSING, / (TYPICAL OF 5 PER WALL). / /% i // / Ln 3/4" PVC CONDUIT. SEE BELOW. / / / / , / / /j/ /, 1 1/2 EMPTY PVC CONDUIT WITH PULL 0 q STRING FOR FIBER OPTIC CABLE. °- 00 STUBBED OUTSIDE OF WALL. , / /j/ i / / // Ta �6� U ° Lo SA /�/ / � SA v ' // i or) Ln N ' / 3/4" PVC CONDUIT, // , // � � o d- � � STUBBED OUTSIDE OF WALL. / // i // w / ONE (1) PER EACH END UNIT. �' /j/ / j/ ° 00 rn SEE BELOW / / // / / % J O / co N / d' •- N X SA / / / / / O co Q // (� to t� / ITEMS TO BE CAST IN PLACE SA � � BY TUNNEL MANUFACTURER SA 1-11 1-11 SA / / SA / � ' / ,% ' ITEMS TO BE CAST IN PLACE 'Q / ' / / / / j BY TUNNEL MANUFACTURER 0 Q / / / / / / % / / UNLESS OTHERWISE NOTED. m SA / ' i SA � ../ % ' CONDUITS TO BE INSTALLED W / / ►y / j/ - - - - - - - - - BY CONTRACTOR. > Z � / / ��"�/ J Z / Q / ' / ' /� �% QWQ / / ,% ' � ZQ DUPLEX RECEPTACLE SA / j UJ Q z — 'ooe— � 11-11 a paid NOTE: SB Z O SB ,, G6�D ,� �� 1. CONTRACTOR TO SEAL ALL CONDUIT PENETRATIONS W W O -" IN WALL TO INSURE WATER-TIGHT CONDITIONS. _ — - SB , + SB SB \ Z 2. BOTTOM OF HOUSING FOR RECESSED WALL LUMINAIRES, W SBA' DISTRIBUTION PANEL AND VIDEO CONTROL CENTER SHALL W ISOMETRIC CONDUIT ROUTING DIAGRAM BE 3"-0" A.F.F. w Q / SC 3 SEE SHEET C8 FOR FIXTURE LOCATIONS AND DESCRIPTIONS. ~ Q SB & SC LUMINAIRES TO / -� � c Q BE INSTALLED BY CONTRACTOR / SC ,, �� 4. CONTRACTOR TO MOUNT A ROUGH IN BOX ON FACE ON co z (TYP. NORTH & SOUTH END) 'IyR TUNNEL WALL FOR PHOTOCELL, PRIOR TO THE LAYING OF O SC j� '(� BRICK. Q M / / SC Q i / ' SC z SHEET N0. / SC SC / SC ' CS-7 SC UNDERGROUND PRIMARY BY P.S.I. PAD MOUNTED TRANSFORMER BY P.S.I. CONCRETE PAD BY CONTRACTOR PER P.S.I. SPECIFICATIONS U) OKWH METER BY CONTRACTOR PER Z P.S.I. REQUIREMENTS ca ca ON TREATED WOODEN PEDESTAL ADJACENT TO TRANSFORMER Wu CAMERA #1-VIDEO TRANSMITTER AND 12 VOLT POWER SUPPLY ADAPTER 3N#2, 1 1/4"C DUPLEX RECEPTACLE FIBER OPTIONS SERIES #242D-1 T. 125V. 20AMP, NEMA 5-20R HUBBELL 536 (TYPICAL 4) W 2N#12, 1-#12 GND. 1/2"C. Q TRAFFIC SIGNAL CONTROL p CENTER CABINET 2P100 2N#12, 1N#12 GND. 3/4"C. (SEE TRAFFIC DRAWINGS FOR FURTHER INFORMATION) TUNNEL VIDEO SURVEILLANCE CAMERAS 1 & 2 0� �a� Z Doi 1 0� CAMERA #2-VIDEO TRANSMITTER AND 1P20 WP 812 RG59/U COAX CABLE AND 12 VOLT POWER SUPPLY ADAPTER TUNNEL WALL LIGHTS � WP 293 CONTROL WIRE, 3/4" C. _ FIBER OPTIONS SERIES #242D-1 T. p 0 (TWISTED SHIELDED PAIR) Z �? N vi II- ro F. a Q m V C-4 o F- F- Of / W J W CAMERA #2-DATA RECEIVER AND 1P20 � Q (aj W ce Y CEILING MOUNTED 120 VOLT DOME SURVEILLANCE CAMERA W/ WT 293 CONTROL WIRE / 12 VOLT POWER SUPPLY ADAPTER RETAINING WALL LIGHTING a p 0) p p U MONOCHROME PERFORMANCE, 360° HIGH SPEED PAN/TILT, (TWISTED SHIELDED PAIR) / FIBER OPTIONS SERIES #242D-1 R. 1/3-INCH IMAGE FORMAT, 10. 1 AUTO-IRIS, I I / TORK 2101 PHOTOCELL. MOUNTED OUTSIDE 8.7mm-87mm AUTO FOCUS ZOOM LENS, II _ —/ NEAR TOP OF TUNNEL WALL, FACING NORTH. CAPABLE OF OPERATING IN TEMPERATURES FROM -22'F-122'F — — — — BURLE AUTODOME TC750-9-1 SERIES, I 1P20 BURLE BACKBOX/POWER SUPPLY TC7431-E SERIES 0 0 p p GENERAL PURPOSE RECEPTACLES (NORTH END) (BURLE BACKBOX SHALL HAVE A WHITE PAINTED FINISH) I O O BURLE DOME RING MODULE (CLEAR) TC7402-20 SERIES CAMERA #1-DATA RECEIVER AND 0 BURLE INNER LINER 7C7409A SERIES 12 VOLT POWER SUPPLY ADAPTER II Qp Uo 2N#12, 1N#12 GND. 1/2"C. BURLE MOUNTING ASSEMBLY #TC7440 FIBER OPTIONS SERIES #242D-1R. I O > SURVEILLANCE CAMERA I I °- 000 1P20 1P20 7D 00 WP 812 RG59/U COAX CABLE AND II GENERAL PURPOSE RECEPTACLES (SOUTH END) WP 293 CONTROL WIRE, 3/4' C. WEATHER TIGHT ENCLOSURE W/ J E N o Ln N NEMAETYPES4 ENCLOSUREATCHES c O - � (TWISTED SHIELDED PAIR) I w Q I ALL EXPOSED PARTS SHALL BE PAINTED WHITE #8 COPPER a° 00 N --J FLUSH MOUNTED AND PRECAST IN PLACE 2N#12, 1 N#12 GND. 3/4"C. C� � HOFFMAN CAT. #A-3L2OH2O06LP GROUNDING 0O r- Q CEILING MOUNTED 120 VOLT DOME SURVEILLANCE CAMERA W/ VIDEO CONTROL CENTER CONDUCTOR r ) LL_ MONOCHROME PERFORMANCE, 360' HIGH SPEED PAN/TILT, 1/3-INCH IMAGE FORMAT, 10: 1 AUTO-IRIS, 8.7mm-87mm AUTO FOCUS ZOOM LENS, CAPABLE OF OPERATING IN TEMPERATURES FROM -227-1227 FIBER OPTIC CABLE (BY OTHERS) DISTRIBUTION PANEL BURLE AUTODOME TC750-9-1 SERIES, 10' x 5/8" COPPER 120/24OV. 100 A., 1 PHASE, WIRE, 1 BURLE BACKBOX/POWER SUPPLY TC7431-E SERIES CIRCUIT (BURLE BACKBOX SHALL HAVE A WHITE PAINTED FINISH) _ _ _ — � CLAD GROUND ROD NEMA 3R ENCLOSURE BURLE DOME RING MODULE (CLEAR) TC7402-20 SERIES ALL EXPOSED PARTS SHALL BE PAINTED WHITE FLUSH MOUNTED AND PRECAST IN PLACE BURLE INNER LINER 7C7409A SERIES SQUARE "D" NQOD BURLE MOUNTING ASSEMBLY #TC7440 SURVEILLANCE CAMERA #2 DISTRIBUTION PANEL Q O WP 812 RG59/U COAX CABLE WP 812 RG59/U COAX CABLE W W Z oc Z Lu Z 0 D Paz VIDEO CASSETTE RECORDER VIDEO CASSETTE RECORDER NOTES: W W 24-HOUR REAL TIME RECORDING 24-HOUR REAL TIME RECORDING Z BURLE SERIES #TC3924 BURLE SERIES #TC3924 1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND ALL Z O APPLICABLE LOCAL CODES AND STANDARDS. 12 MONOCHROME VIDEO MONITOR CAMERA #1- VIDEO RECEIVER AND CAMERA #2-VIDEO RECEIVER AND 12 MONOCHROME VIDEO MONITOR W I— W _I HIGH RESOLUTION, 120 VOLT 12 VOLT POWER SUPPLY ADAPTER 12 VOLT POWER SUPPLY ADAPTER HIGH RESOLUTION, 120 VOLT 2. ALL WIRING SHALL BE 600 VOLT COPPER THWN AS SHOWN. BURLE SERIES #LTC2012/61 FIBER OPTIONS SERIES #242D-1R FIBER OPTIONS SERIES #242D-1R BURLE SERIES #LTC2012/61 V �_ 2 W 3. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC SUITABLE FOR DIRECT W �r BURIAL. BURIAL DEPTH SHALL BE 36" BELOW FINISHED GRADE WITH RED OR YELLOW. W J WARNING TAPE PLACED ABOVE CONDUIT WITHIN 12" OF FINISHED GRADE. - t~i� V Z V Q Q co co) Y AUTO DOME CONTROLLER AUTO DOME CONTROLLER a PHILIPS SERIES #LTC 5136/60 CAMERA #2-DATA TRANSMITTER AND CAMERA #2-DATA TRANSMITTER AND PHILIPS SERIES #LTC 5136/60 12 VOLT POWER SUPPLY ADAPTER 12 VOLT POWER SUPPLY ADAPTER SHEET N0. 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CONC. BASE WITH 1" CHAMFER: EXPOSED OR DISTURBED AND ABANDON REMAINING CONDUIT IN PLACE. ROUND FLUTED STEEL POLE, 36 FT. TALL WITH TWIN PROVIDE VERY HIGH QUALITY SMOOTH FINISH 8, COORDINATE CONNECTION OF NEW STREET LIGHTS WITH PAT GASTON AT CINERGY(317-776-5362) A BRACKET LIGHTS AT +15'-0'. 35', 40' OR 45' (SEE #6 AWG GROUND WIRE GROUT BASE . PLANS) TRAFFIC SIGNAL MAST ARM ATTACHES TO 1 -EA POLE AT 16'-0" WITH HANDHOLE ON OPPOSITE SIDE. 175 WATT 120 36' POLE • C. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING 25 FT. CAMERA MAST ARM ATTACHES TO POLE AT 1 (2-FIXT.) METAL HALIDE FINISH GRADE FT. FROM TOP. CROSSARM LIGHT BRACKET SHALL —� tO CONDITIONS INCLUDING UNDERGROUND UTILITIES AND OBSTACLES. WHERE POSSIBLE FACE THE INTERSECTION AT 45 DEGREES FROM THE DO NOT DISTURB EXISTING UNDERGROUND UTILITIES. PROTECT UTILITIES WHEN LOWER MAST ARM. WORKING IN CLOSE PROXIMITY. DON'T DIG BLIND, CALL 1-800-382-5544 PRIOR TO PROVIDE A WEATHERPROOF, GFI SINGLE RECEPTACLE ` • r ANY WORK, 6" BELOW THE LIGHTING BRACKET AND ON OPPOSITE D. SEE DRAWINGS 17, 18, 19 & 20 FOR ADDITIONAL TYPE 'C' POLES ALONG RANGELINE SIDE FROM INTERSECTION. LIGHT FIXTURES TO BE . ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR Q ROAD. UPPER REFLECTOR. U.) w w E. SEE DRAWING 36 AND 37 FOR TRAFFIC SIGNAL AND CAMERA CONFIGURATION AT PROVIDE DECORATIVE BASE, TOP AND ACCENT PIECES a. °- a INTERSECTION MAST ARMS. TO MATCH EXISTING ERA STYLE LIGHT POLES ON � MAIN STREET, U-1 w FIXTURE & POLE-LUMEC #Z25-175MH-TYPE 2-120 C«i*bd By a a. 12 ROUND3FLUTED STEEL PO E NER FT.PTAOLL WITH Q °{`s ' SINGLE POST-TO PROVIDE � EL�GFI SINGLE 6FROM TOP AND B 175 WATT GROUND ROD o 1 »» :r u°; ;"' ` OPPOSITE STREET SIDE OF POLE, LIGHT FIXTURES TO 1 METAL HALIDE 120 15 POLE BE ACRYLIC ACORN WITH TOP FINIAL AND INTERIOR UPPER REFLECTOR. PROVIDE DECORATIVE BASE AND ACCENT PIECES TO ��` F,S W. MATCH EXISTING ERA STYLE LIGHT POLES ON MAIN 1 Q�aEC PROVIDE #6 VERT. BARS. � i PROVIDE 3 TIES AT 3" � . � . No. O.C. AT TOP, REMAINDER #3 CONDUIT ;� Y. ... STREET. TIES AT 12" O,C. ~" "�'" _ ' = (. �. � "�� >�� ;,, FIXTURE-(UPPER) LUMEC #250MH-JLT-IO-LMS-SE- : ,�: � CJ18-120 (STERNER APPROVED EQUAL) 860, 5 5 w . (LOWER) LUMEC #Z25-175MH-M 10-TYPE 2-120-1- per STATE OF M` BLK 1 -UPPER 250 WATT %f ss' •...•..,..' NG \�. " D ICI �-UNION METAL #50611-FLUTED/726/CJL8-BLK METAL HALIDE ��� 74NM_ U N ' T D I G B ROUND FLUTED STEEL POLE, 30 FT. TALL WITH 8 FT. EXTENSION ARM TO ATTACH TOP FIXTURE AT 35 FT. 120 30' POLE 30' DIA, FOR POLE TYPE 'A' LOWER FIXTURE TO MOUNT AT +15 FT, PROVIDE A 18" DIA. FOR POLE TYPE 'B' ") TS T �—} /� / " WEATHERPROOF, GFI SINGLE RECEPTACLE 6" BELOW 1 -LOWER 175 WATT 24" DIA. FOR POLE TYPE 'C' I I I H Y V LOWER FIXTURE AND OPPOSITE STREET SIDE OF METALHALIDE a,.«M6 POLE. PROVIDE DECORATIVE BASE AND ACCENT ripn►+A unoeae+eouyo neoTCCTwn suv+eT:. nc. PIECES TO MATCH EXISTING ERA STYLE LIGHT POLES Cali 1-800-382-5544 ON MAIN STREET. ..�--------- 2 Working Days NOTE 1; POLES 'A', 'B' AND 'C' SHALL BE PROVIDED WITH (2) 1" STAINLESS 304, EYEBOLTS WITH 3/8X18 THREAD, RIVNUT AND LOCKNUT. q a IS POLE BASE DETAIL — TYPES ' A ' ' B' AND ' C ' FIXTURES Before You Dig. MOUNT AT SAME LEVEL A NO SCALE E S RECEPTACLE AND PARALLEL WITH ADJACENT ROAD(S). NOTE 2; POLES 'B' AND 'C' SHALL BE PROVIDED WITH ONE MANUFACTURER PROVIDED ALUMINUM CROSSARM (1 INCH O,D.). CROSSARM TO BE Fil "m PERPENDICULAR TO DIRECTION OF ADJACENT ROAD. 'B' POLE BELOW LOWER LIGHT FIXTURE ON 'C' POLE. EACH CROSSARM SHALL RUN 972% WATER LINE LEGEND 10" D.I. GATE VALVE 12"x10" D.I. REDUCER POT +00.5 AND VALVE BOX =POT 21+13.19 S-1-K Existin 10" Zi � FZI DUCTILE IRON FITTINGS g " Water Line 12 D.I. WATER LINE Z DUCTILE IRON GATE VALVE AND VALVE BOX `� I I I I III 12"x10" D.I. REDUCER \ a DUCTILE IRON REDUCER ` '� � I 1 ni � I ' T / \ HELEN M OFFI TT MUELLER „ co S R. Nb. 83 " ENERAL N TE +00 -1-K `�� i Im ( m ' ��— 12 D.I. WATER LINE " \\ FIRE HYDRANT ASSEMBLY \ I Q � 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE � I I / _ / `II / 10 D.I. GATE VALVE \ V) LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE I I a_ Q) , +0O S-1-K AND VALVE BOX \ CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION DUCTILE IRON WATER PIPE I I Q � / 60' \ +00 OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE ~ \ //- / cn / \ 80� UTILITIES DURING PROBING OR CONSTRUCTION. To OBTAIN FIELD LOCATIONS V THRUST BLOCK / 3 1 / - ( 10" D.I. TEE OF EXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE / I ,( \ LOCATION 1-800-382-5544. c 2. PROPOSED MAINS TO INSTALLED WITH 4'-6" MINIMUM COVER. FULL DEPTH, COMPACTED / sTR. N6. _ ` I i o I \\ ..- ., . GRANULAR FILL REQUIRED / { I > n, 1 STR. No. 3 � R/W � - - - - _ 011 +00 ..._ i - -831-- - -Censt� -Limns- - 3. FULL DEPTH, COMPACTED GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER +00 � \ � 1 _ I\ 1 \ +60 6O - - _ PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. \ / I \ - - - - - - - - - - - - - - / 70 STR. . 35 \ ( 1 60 -�- ...•- STR. No. 39 � - - l - -- - - _ - - - _ - - - 4. ALL FIRE HYDRANTS ARE TO BE LOCATED BETWEEN THE CONCRETE SIDEWALK AND / /\ \ 1 / \1 _ _ - l` - - - _ _ - - - - ` - - - Z THE BACK OF CURB, UNLESS SHOWN OTHERWISE. HYDRANTS IN THESE' PLANS MAY / / \ -_...._ �_ � _ {-�0— - - r - - - ` - - - 0 BE SHOWN BEYOND THE RIGHT-OF-WAY FOR GRAPHIC CLARITY. / / _ 1 / - c' - - - - _ - FLttCfl� -R� - - _ - - ` - - 5. ALL EXISTING WATER SERVICES SHALL BE CONNECTED TO THE NEW WATER LINE AS - - - % ?� / 1\ ° - _ - - - - - - --834- 3 3- -- - _ - - -- -_ - - -- - -- - - - - co SHOWN ON THE PLANS. ANY WATER SERVICES NOT SHOWN ON THE PLANS, _____r/ STR. No. 32 - -- -833' '� I II rn J -_ - - _83�--- W ENCOUNTERED DURING CONSTRUCTION SHALL BE CONNECTED TO NEW WATER LINE. 1 _ �� `_ _ _ - - _ - - - _ - _ - - 6. CONTRACTOR SHALL SCHEDULE ACTUAL CONNECTION TO EXISTING WATER MAINS IN \ �ICI-ew0 I W I I __ � I �� / I - / � - - - - -�� - - - - - - - - - - - ORDER TO MINIMIZE SERVICE INTERRUPTIONS. COORDINATE ANY WATERLINE "SHUT DOWN" - { I �j 33 ' I L ` � � \ STR. No. 38 \ \ Sidew�Ik _ � WITH WATER UTILITY. _ - - - - - - _> I z t _ - - -_ _ - \ \ i 1 7. ALL EXISTING LINES THAT ARE TO BE PLUGGED AND/OR ABANDONED AS SHOWN EXISTING 1O" WATER LINE SHALL �J I � ( / / / / / / O ON PLANS, SHALL BE DISCONNECTED FROM EXISTING SYSTEM AND DRAINED. THIS i { Q o / / / / / / z ACTIVITY SHALL TAKE PLACE AFTER PROPOSED MAIN HAS BEEN TESTED AND ACCEPTED "I BE LOWERED TO AVOID CONFLICT � L_ = / / / INTO SERVICE. i " { � I 11 �' / / / / / / / / ~ WITH THE PROPOSED 36 STORM a / / ti 2, w 8. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM , "I SEWER. SEE SECTION ON SHEET W6. �� � 3 1 M I 1 / CITY CEN TER E (ASPHALT) ko � � �� C;� W _ VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN i i I I I � � / / (n PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE ,� (ASPHALT) o I 3� /� /� � / / / / SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH 1 { /� o / / / / / Ld W JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS -_ 1 POSSIBLE. IF WATER LINES) CROSS BELOW SANITARY SEWER LINE(S), - - - - S ( // cn 3O♦OO // / / / / LINE to / U) a SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT / / z In PARTICULAR SPAN. PIPE SHALL BE ENCASED IN CONCRETE, PER DETAIL _ - � � w � rn o O IF 18" MINIMUM REQUIREMENT CANNOT BE MET. _\ \ 1 i I B- \ _ - - \ \ \\ N 89°45'\ 6" E W 9. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S � I � \ RESPONSIBILITY. EXISTING HYDRANTS AND VALVES TO BE REMOVED SHALL BE DONE � I I 0 o \ \\ \ \ z Z SO TO MINIMIZE DAMAGE, THEN SHALL BE DELIVERED TO THE WATER UTILITY. '\ 1 \ - 1 I ) 1 �� 0 \ \ \\ \\ \ z � \ o 10. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM 1� � I °o \ o 0i.S � (P � \ CP \ \ z THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. � \ � \ I { - -� � �� �i,� - o N O _ 11. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS �_ STR. No. 33 \\ I I c°a la o 1 \ \\ \ � \ � \ � 0 r- O SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT FIRE RANT ASSEMBLY U( -0 m \ \ \ \ \ \ \ O Z - 11 ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE _ _ _ _ _ _ - { > o - - LL_ � � -� � TO LINE. REMOVE ALL NON-ORGANIC OR TOXIC MATTER THAT WOULD _ - - 0- �� 00 o � � m INTERFERE WITH PROPOSED PLANT MATERIAL. - r - - ` 1 i toll / /f /� / S i d e w I k / / W W J 12" D.I. BLIN4 ANGE WITH I _ 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, Bike Path / STR. No. 37 - - - - - -- ~ < cd ID AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR CONCRETE-tHRUST BLOCK , -_ \ ) L ___ - - - - - - - _ _ - _ - - - - - - - - -- - -_ _ '— --__840=--841 - - - _ - cc Q 0 W cd hL SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP - _ _ _ - - - - { \ 11 � - / / ----- - -- ---- - - _ ~ - - - - - - - -837- - - - _'838- - -839" - - - --- _� CO o (� AIRBORNE DUST TO A REQUIRED MINIMUM. � Proposed D itch-� — - - - - - - _ - - /\ / ° \\ `� - - - - - - — 835 — — — ' -- — — ' -- — 13. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. _ - - -_ - _ � ` � = - I / i m �/ -�� =_ — _ `_� - -- '83173-t�-BF-t2p -D�-WATER- LINE --- - " - --' _ _- - - - - THE CONTRACTOR SHALL TAKE PARTICULAR CARE WHEN EXCAVATING MI AND AROUND - - - - - - - ` - - - - - I r---- - - _ _` - _ _- ' - -- - EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY — — — — j- - - - n Trail Pedest ian Underpass -- / \ I it I p \\ +PC (+�6�2$) —!N- — � — — — 10 0' R _ _I — — \ / ( I =11 �t6� X33+15.0 O.p Rt., Line K +40 _ _ _ - i _ - / I I =II 5tp1 3+74.6B, 0 Lt., Line TR I 110 110 — -�_ _ --- -- _ _ - ____ i _ _ I ,I I I . f. . 3+20.05�,K„ � \N ' -- — -- - _ - __- - - - _16D - - - - - - - - - - - I - - —�— —` — I I R _ _� — _ — — -HE-LEP4 M-0-FFM CLER HELEN MOFFITT MUELLER / Z/ I I � 13+75.00 "TR" �A 0' / ,L► �- — ,- __,_ -� �_ - - _ - _ _ -�E_ - - - -- - - - - - - - - - - - ` - - - - - - ` - - - _ - - - - - - - - - -�-�oi°IS-tr.- tir�i�s_ / +R)+211.3 II I I I +� � r CUR-VEID*TA- -834- - " - _ _ ____ — --- -- — L _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -- — — _ __ STR. No. 43 \ / I , - - X835-- _ _ - _ - - - - - - — — — — — -835— — — — — — — — - - - - - - � i o- / 105 II I I1 I I I I 110 � / � -- :1:-3��54-58- -- '-' - - - - � -- 836- -- - - -_ _ - - - - - - - - - - _ - _ _-_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I w / I ' I 1 I I -- (_ _ -- _ -A� ;' - - - � � _ - _37 3 -- - -- - _ - _ - - _ - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - I I ' 1 I I _ _ --_ - - -D='�1-4'•9�4" - - - - - _ - - - - CURVE DATER / I ' 4 — _ — _ _ — — _ _ — — -- _ - - 39840— --- -.C.QNCRETE THRUST--BLO — — — — — — — — _ _ _ — _ ' `_ — — ` — _ / 1 1111 I I - -- - - - - - - -- - _ --- - - ' -- -`R -5+0Q-G'_ - - - - - - _ � -- - - - - --841- - - - - - - - - - - - - - - -_ _ _ - - _ - -- — — — -840- -i+- — — - - ` _ - _ _ - _ _ - - _ - - - - P.I. 32+97.64 ,,K„ { I I ; I I; I h ,!� - _ - sIT - - - - - - - - - _ - - _ _ f-842-- -843- - - - - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L = 12°45'14" J 1 I ; j 1 I �i/� - --too e� — = t`-_1-1-1 :1fr'� .-t�o_4s _ _ _ - - - 844- - - - - - - - - - - - - - - - - - - - -�- - {i- - - - - - - - -- - - - - - -- «_ - - - _ - - D = 11 °14 04 ' ` k — - - E _ Future- R/ / - -S'fR. No. 47 -845 - - - - - - - - - - - - T- - - _ R-N� o- - - - - - - - _ _ T _ R = 510.00' / = I ' '� -1 — - - —t — — — . — — :_: — — — — — = -- T = 57.00' / / _ _ _ \� I / - - - Bik th �� L = 113.52' R /�i , / ,l ' �-- - - `" _ - ' - ' - - - - _ - - -_ - - — — — Bike Path .� E = 3.18' � � - � � � � - J ; _ - - -- - - — `- - ` `J--_�� — _ �— - - - - - - - - - - - - Z ! - ice - T � 1 - - - - _ - _ --- - - - - - - - - - '�_ 0 i.+00 _ / T� No 4�"� - - -- - - _ - �- -r ---'7f � STR. No. 49 — / I V � -- I - - � - - --� — - - — — — - - -. '�! — -�'� � \ -- 1I ` 80 _—_ _ _ - _ - a---�� _ - - - - _ - , - - - - - - - - - -844- - - - - - fX�1c'Y / /7�--- — -- - - �\�'/ I '' � ' - - - -� ' ' - -" " - - ' — — ' — ice- --,.- — / . cc - --•_ _ -833- - - _ - - - �� � STR. No. 107 - - - --�-- PI = 35+54. � PT = 36+12.3 w II �� o _-_ _ -834- - - -.-- — ` mac -� �_ - - -Q — — - -g4 CITY CENTER DRIVE (Asphal II z --835 — —STNa. �2-—_ � � _ - - o - '� z� - - ' _ - - 6' � — ;836 837= 7 - - \� --_ - 1 �T � - �� -- _ LINE K I I / w _ _ _ _838 839- _ � - �- _ -'r o� - - PC - 34+96.28 - - - - - —840---- , - _ _ - - - / �, -1 E — / `=_-_- - �� ° CAUTION: 5 .00 �- / — II � - w - - _ - -7-77- - - -_ __X45 / Fiber Optic Telephone Cables - _ _ - - _ /// L II 1 U) - - - - - V) �' Coordinate with Telephone Utifiq and the _ � _ (I o \ STR No. 41 0 I U Cit of Carmel, rio.r -#a�an Excavation or / —845 ~--- — w o Cn 1i 0 / Y P_ Y - � II Q o / Horizontal-Bore / /// / _ E � � � ��� � E - / 122 LF OF 8" X111 �8 � C /; p'22 / --- �` D.I. WATER LINE o 16- w / � / : 4 / N � °0 / N (FOR FUTURE USE) > II O Z _ / / I O / / C6 NO /� o 11 U Cn CITY CENTER DRIyt (Asphalt) m a /' - - - -g44- - - - - - � 00 w / / I - - �'- - - - O rn w / I / - _ Sidewa - - , I I L� o -- o Cn I F 1 m 1 --` > - - - � - 1 FIRE HYDRANT ASSEMBLY Z N N / i �` - F%P� fi�yR _ - - - -' _ - TR. No. 48 _ � 12) II � � a- N 89°4536" E I � �1 PT = 3+ .17 _ - - ._- — _ - - - - - - - - - - - - - - - - - - - - - - - - - V 00 :- _ - - .. - _ — "'"– _ — _ — STIR. o. 51 W J ` _ Q � � - -- .._- _- - - _ _ _..._ - - - _ _ - - ._ - - -- _ _ - _.. _ , � _ 1 x D.I. TEE w -Il- - _ � a FW- Q V� C D 1 �- - '� �_ --- — -- — — _ - - - _ — � — - - - - - - - - - - - - .� - `- - - - - - - - - - - - - Sidewal _ � � Q t� W � Y Z P 1 3 +4 .64 � PI = 3 _ I 0 1 846 - - - '-- _ _ _ _ -- — - - - - g4Q=-, � - - 12 n-- _� - - �- -�- - - - - - - - - - a. 0 0 o U F1 1 - - - - - - - - - _ - - - - - - - - - - - - VAL - - - - _ - - - - - - - -- -- - - _ _ - _ _ - - _ _-- - - -.. -'._�. .- / ! -- �.. \ �/� --/1�A1,L -\TT/.F.3,1 SIT-pi(W`' U �� \ FIRE HYDRANT ASSEMBLY - - - ' - - _ - - - - - - - - - - - - - _ _ _- - - - - - - - - - - - - - - _- - - - - - - - - - - - - - - - - - STR. No. 40 — — – _ — — _ _ — _ _ _ — — — — _ — � \ / i I _ _ 84- - - , . 2"DJr $A?E YAtVE"�_ - - !- - - - - - ~ _ 632 CF QF_12"�,I� WATERtiNE- 8- - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - � _ _ -- — — — _ - - - - _1 -D.L (TE-VALVE- - - - - - - / Sidewalk / i; -j /�. - '� - - - 40 %2�,�-G�_ � - - - - - - - _ _ - _ - - - —— - - - _ - - - � - � -- - - - -_�- - - - - - - / D:t: 1iVATER LINE- - _ _ _ _ — - - *- <- ' , - s� - -f �8 2"_D.i:;4�' BEPd[�� -_ _ y� ` - - - - _ �R�FUTURE tfS�) - - - -� - - -I� - - - - - - - - - - - _ =-_- - - t2 tit fLAN6� VI�T# - - - - - - - - -W-x6-DJ TEE- - - - - - - -� - ;-w -- 1 jig , x x � _ . - (1 O.T1�TE�D�- REQ-'D�'_ - - _ � '� TT''WW - - -_ - - - - - - - - _ - - - - - _ - - - - - ' -�H � � / - - - - - � _ - - - - - I CONCRETE RUST BLOCK �I _ �Constr. Lirl�its - - - 840 — / I 1 ' /�/ Q - - - ! '- - _ - — — — — — — — — — I — I-- o -- - - ----I -D_L,_4"Ef� _ / W y ' / - - - - -' i R W 0 o – — — o i ,/ / _ — — — — — — — i MAG.NAIL 0 MAG.NAIL 110 7 W k 00 - - ROTTA-TE-._DQWNAS REV . - - / X x ' � _ _ - - - a BENCH MARK _ - - - - - - � - _ _ _ - - - - - - - - -- / / w in. 0 / / f' ±50 IN 4" TREE o IN 6" TREE n u c to - - - / -- i 1 // / - - ' ___ ...- ''' -- - ' - ' �`Z - N �1 MAG.NAIL IN 4 CP#1501 Mag. Nail set in parking lot aprox. 400' west of the of Ran e J - N -835— L� - �E �- - - - a 1�/ / / _ - ! \�f� , 90 LINE "K" ^ .66 PWP. #SS 110' Line Rd. & approx. 35 north of the easterly extension of the �n o� N _ - - - - - — — — — -S-TR. 1 - � �i i �/ / - - - 90 R / / o 0 of exist. 126th St. Sta. 36+76.63, 204.15 K Lt. El. 831.23 � - � r- � / z LINE "K" Q - - - - -; - - � [a 1 BRUSH LINE .� o 2 CP#1504 Hub and Tack set in railroad bed approx. 150' south of the w 's I rn Constr. Limits � I ( \+� z m �? MAG.NAIL IN easterly extension of the of exist. 126th St. 00 CV - - � PEDESTRAIN MAG.NAIL Q Q �a y o � '\ � i m PWP. #838-6040 Sta. 33+54.34, 66.99' "K" Lt. El. 833.30 �t •0 " r- +PCgo 40.64 '\1 g0 I I ` 11 1 I / �o IN ,o" TREE Q HELEN MOFFITT o -0 CO , x 11 1 I For Tunnel Details See Sheet No. C51 -8 P.I. 32+97.64 "K" CP#1505 Hub and Tack set in railroad bed approx. 300' south of the � � � ro � R/ , _ ..._ x MUELLER P.I. 35+54.58 K 90' R W I 1 I 11 i , \� For Monontrail Detail See Sheet No. 21 (Rebar Ca For Legend See Sheet No. C2 easterly extension of the � of exist. 126th St. p) (Rebar/Cap) Sta. 33+27.60, 79.16' "K" Rt. 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VALVE HELEN MOFFITT MUELLER AND VALVE eox 12"x10" D.I. TEE 10" D.I. WATER LINE +44 "S-2-K" FIRST METHODIST CHURCH OF CARMEL +15.14 FOR CONTINUATION SEE SHEET N0. W9 0 50' \\ 100' R W \l \ 11 �\ \\ \� �QO \\ I I i ( II II III I p 1 1 1 I ow \ NEW 10" D.I. WATERLINE � \\\ I I 1 r N .- , i I 11 III 1 � Q 11 1 I \IS NOT TO BE CONNED D \ \ � � \ I I O I I TO EXISTING 8" D.I. WATER \ \ &O -� imits I `t 1 \ �,a•�� I 11 I I I - Of = I I LIME AT THIS LOCATION \ � \ \ -� �� 12" D.I. WAITER LINE \ � / I f it II I I �n W Q I { I `6s \\ ` � \ _ - - -834- - - - - / \ I II II to -- 1 `� r � � \ - - -835 -- — — _ —)__. / � / I I I Il III I Z I� I I `\ `So 19V \ — - - - - - - -836- - 7= �;_ _----_- � - 12" .L 14LVE l `1 I I I I I u 11I I o J III I \ \ `9\ 8s�8 \ - - - - - - - - - - -83- -838- - - - - - ND LVE�OX� \\ I I I q®111 � I z uj I I I '- 70' . \\ -42 � \\ �" \\ _ _ _ - - \ 11 ( I III 1 1 I 1 1 .I. 70, 70 R W \/ \ I Z \ 0x6 D TEE /\ \ ) I I I I II Ill I I QI I II - - - - - — — - - y T ^ I III I Ix III 11 10 .I., /bI,RE� YDRANT ASSEMBLY � \\ � \ T, R No. 58 _ _ _ - -844- - - - - — / ` \ \ +00 _ _ - - - - - - - - -_ -- - -- --- 845!'846- - - - - - -_ - - - = \ f \ ���� LuT STR. No. 56 \ STR. No. 55 \ \ \ Z 49' _- — — — =T.g.-No-53- - STR: -Hu �7_ J _ _ - - - - - - I - -g - - - -- - - - - � 1 D.I., 45' BEND \ \\ 59 O 48- __ 1 __ �I \ �onstr. Limits y - - - - = _ � - - - - - _ - - FU-TI�R R�W_`�-�9- - - - i / I { ` I �'�.z - - - _. - - - - - _ - - - -�- -- ��\_ — — � _ - - - >7 •0 - - - - W - - Ix \ � . �- Bike Path I 1� �l �� Sidewalk I ��f N T 3: - - - - - _. - - - 4--�. - - - - � - - - , . = . - � �I - G ---- ----UGT--- u^T- `t�GL- - --- ---- - - - - - - - - -� / 182 F 0� 10" - -- --T- T T---- - _ -- O z / / POT 4 + / � w�.l. 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No. 9 - +00 52' — — 1 1 BE ABANDONED/REMOVED \ I I 01 I ; I I I / / 05 EXISTING FIRE HYD T TO 55' 1 t / +05 BE ABANDONED/ MOVED +90 I 1 +40 l\ I I k 1 I I +� \ +45 / 62, 52 / 1 I n / I I I{ 60 � 62 / 60 60 I I 11 / Terr>/porary ROW // Temporary ROW i I `l1 �. / // ��/ > 0 I I � 1 I II �� �� o T T Q� \ 1 1 Q 1 1 � II // \1 // Ln I I Q I I ICY II / / � � -j E — NO - w i i o 1 I iWi11 /' � � .0 .- � ° N Z CO FREIBURGER LP / � ° � �' 0- I I I 1 IQ II Fer Legend See Sheet No. C2 W — 0 I M / / O o co N r.. Q QI I i I i � 11 / PHILLIP L. & Q WILLIAN W. & �/ BENCH MARK � •2 N r- X JUDITH E. STEWART ° � C° � Q SHARON W. KNOWLES / CP#1521 Uniset Nail set in cone. walk on the west side of Range Line Rd. approx. 175' south of - rr7 Li- the intersection of Range Line Rd. and 126th St. Sta. 69+52.32, 33.58' "RL" Lt. 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No. 314 \ 1\ �\ ( I ��O I // +50, / 1/ /// // // +50 ,9+oo -:77 II \ ii `\ �� 52'// II � \ � � +°' i \ + `� +55 �\\ � I ,/ / �' /// /' 55' II A // � � \ 35 I 1- - - � \ I— -� I I / / / / II \A \\ �3 Q // 51 � \ II 1 I G G I � I I ' � / // / �/ yi (P I G 2 / / o / A I 1 I I I I �5 II � +3 5 S I I I �, �o / �� II \ � \ +90 I � I I II I I �, P 72+ 8.09 S-2-K / \\ �� \ 6 8' / 6 8' \ I I I I I I I 1 / / / /' / a) II 1 \\ Temporary ROW // h \ \\ I I I m ` I I I � � // � // / ,�/ � C L0 II � \ \\ _ - _ _ - _ - _ _ _ _ \ , _ _ \ I � ` 4 I � I I I I � ,/ For Legend See Sheet No. C2 // / a_ 0 E Ln II \ \ \ / \ � 1 \ I1 � I III I II i I �� � / / // � NO = II \ \ I \ - - - - - - - - -Y - - - -- - - V_ _ _/ \ � I Il ` I 4, I rn I BE CH MARK / / aD � � L0 N II \ \ \ I I I I (0 1 1 0 / � _0 _ - r- N \ \ � I I I II I N I I I I / CP#1500 Mag Nail set in parking lot approx. 8 west of the back of the conc. sidewalk on the � 0 Q � � I � I \ \\ I I I l I , I I I I I // west side of Range Line Rd., approx. 150' north of the intersection of Range Line Rd. 0 0 00 rn rrr) / I \\ \\ \\ 1 I I I 11 \1 i I -i I I // and 126th St. Sta. 72+76.52, 42.26' "RL" Lt. El. 849.51 __j O0 C N N 1. / I \ \ / I i � I I I I / O C co , Q / \ \ \ I I I I I , m I I � CP#1521 Uniset Nail set in conc. walk on the west side of Range Line Rd. approx. 175' south of � r 't rr) I +00 "K" FOR CONTINUATION SEE SHEET NO. W3 +00 "K" the intersection of Range Line Rd. and 126th St. 75' 70' Sta. 69+52.32, 33.58' "RL" Lt. 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WATER Lt - - - -- - _ -_ - -- - - --- -_ - - __ -- A - BtD- - - - - 3 - - __ - - - ALTERNATE 8 SE - - - - -- - __ - - - - - - -- - - --- - . -1 - - - - - - - - - - - --- - --- -- - - - -- O BID NL;r - -- -- - - --- - -_ - - - -- - -- - -_ - _ - - - -- - - __ --- - __ ----- - - - - - - -- -- - --- - - - -- -- -- -- - - - - -- - - - - - cD - -_ -- - - - --- __ _ - -- -- - - ---- -- - - - -- - - ---- - -_ cx� aQ - - - - - __ - - - _ --- --- -- -- -- - - - --- --- - - _ - -- - - - N _ -. -. __._. ___. _ -___-__. _..-__._._. _____--.. / --- -__-_. --_ - __ -. ------.__ -- - --- FEET --- - ------- - --- -� ! - - I SCALE I N E E - _ __ - -- - - - - _ �-- -- - _ _ GRAPHIC -_- --_ -- _cD L-- - --- - - -- - - ----� - . . - --- - ---� r` - - - - - -- - -_ -- - - Q--,rte _ -- -- - - - M - --- - ar - - - - - +� e> C'4 - -- ---._ ----- ---- _ __.. -. -. ---_-�- - -- _. -- ..t - - �n �a r� � aj � �'� ---- - - -- - st-_ -- - - - _ - - - ---�--e� - -- -- -� '� - - - - -� �- - - � � 2 0 40 6 0 10 0 _ -_ _ -- _ -- - - - __ - --- - - - - - - - -t - �- -- 0 0 r7 r7 r�3 �#- d - ---- -- 03----- - - - -- - - - -- - - -- --of CG----- -- - --- ---f3E3 03 - - - eE3 --- oE3 ac> acres - --- -- ___ - - _ \ HARR­ C.`ELLIOTT ~ � � ` � , \ MYERS REALTY CO. LP � MIDAS PROPERTIES INC. TEMPORARY R/W REQUIRED Q \840 I Q 80' 80 841� ` � ` �8-0- +50 ' \ ` \ ` I \ .� X839, \ (Asphalt) 11 I 6 0' 6 0' - 510 LF OF 12" D.I. 1V11 ATER LINE \ \ \ -844, STR. No. 105 ROTATE AS REQUIRED I ( I L - - - - _ I NEW R/W REQUIRED � ) � --845_ _ - - - _ +05 — I 12"x6" D.I. TEE 0 /z.,D f T f I I Z _ _ —� T 45 +75 45' +45' �1 I T - _ s - - ' 1 - _ I 45 !2 p, r� S�pphhaajt I z — pp. �3E, Pro Rf W —T - \ \ ` I ` \ \\ ` \ / `�"'� ) ' / STR. No.-105• — _ I I + App. Ex. R/y/ - - - - - � - - - - - - - - - - - - � - - - - - - - - - - / - - - - - - - - - - - - -_-_-_-~� \ - - \ \ \ \ ~ � � .� - - - - '' S � i i /`-APP. Ex. R/W — — / - - - - - - - f2'�RC� - - - - - —� �\ - - - - - - - - — �8" RCP - - - - - - - - - -I - - - - - - - - - - - - - - - - - -- - - - — — — — — — — \— — — — — — — — — — — — — — — — — — — — — — — _� = =a=--=� =— — — — =�_ ---- ------ —-- ------ ------------- — 21_RCP -- _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � T— T \ T T \ T T T T -� T T \�� T T T � � T T I T T T T T T T Q T T T T T w �6 X57 �� N\ FIRE HYDRANT ASSEMBLY I \ PPROXIM \- - Lu _ 75+OQ — II ��� `� RANGE LINE ROAD, w U, 1 I I ( N LINE "S—2—K" so+oo z / _ o / / - - / III / / _u / �, N00°00'33"E I Z I-- ,�� /� i I I / /%b �'� I I �p1 gD� 8"p./. �,dtTJc'ti.�rL✓d w�!</`r Existing 8" D.I. Water Line = _ — — — - - - - - - - - - - - - - - - - - - - / - - - - - - - - — - - /- - - - - - - - - - - - +{_ - - - - - - - - - - - - - - �/— - - - - - - - - - - - - -W W - - - - - - - - - - - — ----- i — — — — - - - - — - - - - - - - W yy \ CD W W W —y�- - - - - - - - - - -I� - - - - - - O _ _ _ _ - - - - - - � `�+ — - - - - - - - - - - - - - - - - I � - - - - - - - - - - - - - ����8 - - �_� – �I- - - - - - - - V o _ _ LL_ _ - i - ' D.I. BLIND FLANGE }i STR. No. 104 // - - - O REM THRUST B o J LRR Ex_R,LW— / - - _ - _ - \\ �/ a // APP. Ex. R/W ° Q U W �' Y tW- Q G 7+007 // / EXISTING FIRE HYDRANT // /EN 05 + V)50' � TO BE ABANONED/REMOVED / / 50� m �,lb / / / u I to 12" D.I. GATE VAL\JE AND VALVE BOX I NA TOP IOF � / I CURB CARMEL WELDING � �/ �� // FIRST METHODIST CHURCH OF CARMEL I THOMAS D. & �/ I CAROLINE R. WILSON LINE "K" Q X Ln w I w , O /ROAD CONSTRUCTION S Q + a RANGELINE END OF ��`S� ROAD L O LO - ---- -- -- - --- �- - - - Q CENTER OF a- o c / "S-2—K" CURB N.W. BOLT J N 0 Cn STA. 76+05 �/����� /�sTl v�,47- 12" D.I. BLIND FLANGE WITH ON LIGHT L N / CONCRETE THRUST BLOCK For Legend See Sheet No. C2 g P.O.T. 80K 00 ai"S-K-1" � i BENCH MARK � p (.p Cv O d ° N X CP#1500 Mag Nail set in parking lot approx. 8' west of the back of the conc. sidewalk on the 0 Q west side of Range Line Rd., approx. 150' north of the intersection of Range Line Rd. and 126th St. Sta. 72+76.52, 42.26' "RL" Lt. El. 849.51 [••� --- ---- a� C - ---- ----- ---- -- ------- --- ----- ----- --- --- -- Cn -- - --- _-- - - -- - -- --- -- -- ---- — -- ---- - -------- --- - -- -- --- ------ ---- -- - -- - - ----- -- --- - ------ - --- 850 - - - -- -- - - -- -- ------ -- -- _ - _- - _ - -- --- --- -- - -- - - - - = 0 W Q - --- --- ---- --.----- -- -- --- - -- -- -- 850 C3 - --- - - --- -- ---- - - ---- --- - - - -- -- - - - -- - - uj - - -- W T --- — — - -- - - - -- - - - - - -- ---- - -- --- --- - - _- -- - - --- —--- --— — -- -- W 840 - -- -- - - --- - - - - - - -- - - - -- - -- - - - -- --- - - -- - - -- - --- - -- - - - -- - - L, -- --- - -- - -- - - - - - -- - - - -- - _- - - - - - SHEET NO CAPILG OF--'-'- 00 AN Lo --_SQ_-� -_. .-..__ _ _- �! -__ _- .._ _--_- --_ __ __--_._ ____-_ _ -___-...__-_____ _ _-- __ ___ -_ _.__.-__- _--_-. _..--.__ __._- ..._.- -__.-- _._ --_ -__.__ _ - - - - - ------ - - -- - - - --- - -- - - -- - - - - -- - ---- - - - - -- --- -- - - -- -- - - GRAPHIC {�-►� - _- _ --- - - ---- - -- - -- - - _ --- -_ --- - --__ _ - SCALE IN FEET - --- - --- - - - - -- _ --- - ------ - __ _ _ - - - - - - -- -- - - - HE�fi -_-. 1Ntt:_-___ -_ __--- 0 20 40 60 100 W10