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City Center Drive Phase 1 O • � INDEX OF DRAWINGS : UTILITIES : __ _ _.__. �_ _____.-.________ _ - - ,v r I E- - ` i I � . � h. " � \ �` ,- ,c. Mkt . fi . R tits. _` . r !, i � .4 ., :.,..: j r � q � , ,. .. it n - r i , 1 �. " � ' tv!F M ,` .f � � hnG'�k�t 'r 'y A END PROJECT z4 STA . 50 + 1 5 . 53 K ,Q: �` CI F �~A �{ - / �, - -.� � tl TY 0 ., R M E l_ �, y BOARD OF' PUBLIC WORKS / - AND SAFE Y E)Gfe: CITY OF CARMEL - �... w REVISIONS : �,�� �:i ^, r, [ r �NORTH�. ` MAYOR JAMES HRAINARD, CHAIRMAN ` BILLY WALKER, Mi MEsER � ._ BEGIN PROJECT + �� �� K �� � MARY ANN BURKE. , MEMBER I STA . 1 2 1 1 . I �,, i �. I -- CITY OF CARMEL - CITY COUNCIL MAYOR JAMES BRAINARD WOOLPE ' DIANA L. CORDRAY, CLERK—TREA SURER KEVIN KIRBY ' JAMES G. MILLER CERTIFIED THIS 23rd DAY OF ;+ ROBERT BATTREALL 'HOLLY MOLLY' NORM RUNDL_E �. DON'T f . _ y LUCI SNYDER _ - --- - - - ---_ _ RON CARTER ROBIN B. i HOMPSON DIG t ;` 1 � B LLY YYr%L ReglsfPreG Prafessio BLIND lrl n.� i i ►, AQI-n uvv vviviLa!I t )_�i82-5544 �'F i E -� EXISTING LEGEND PROPOSED LEGEND GENERAL NOTES LJ CATCH BASIN l JUNCTION BOX D BIKEPATH: 110#/SYD SURFACE 11, ON 1 . ALL DITCHES SHALL HE SODDED AS SHOWN IN PLAN`. CURB INLET It 1 PULL BOX 220#/SYD BINDER 8, ON it ofl DOUBLE CURB INLET o POST (FENCE, WOOD, STEEL, CONCRETE) 5" COMPACTED AGGREGATE BASE, 2. ALL STORM WATER PIPE SHALL BE REINFORCED CONCRETE CLASS III I TYPE "0", #53 v END SECTION Lsj SANITARY LIFT STATION D BITUMINOUS MIXTURE FOR APPROACHES, MV: I STORZ CONNECTION 110#/SYD SURFACE 11, ON 3. THE MINIMUM GRADE FOR UNDERDRAINS SHALL BE 0.20 . WHERE THE PROFILE GRADE � STORM MANHOLE � I 275#/SYD BINDER 8, ON IS LESS THAN 0.20% SPECIAL GRADES FOR UNDERDRAINS SHALL_ BE ESTABLISHED BY THE ENGINEER. ® SANITARY MANHOLE I ] TELEPHONE PEDESTAL 495#/SYD BASE 5, ON Zj TELEPHONE RISER 175#/SYD BINDER 8C, ON 0 8 CLEAN OUT - 250#/SYD BASE 5D. 4. PREFORMED JOINT MATERIAL FOR CR(-)SS--OVER`;, DRIVES, ROAD APPROACHES ANL) SIDEWALK.. WILL ro ® WATER METER `Tl TELEVISION RISER F 4" CONCRETE SIDEWALK NOT BE PAID FOR DIRE TL r, THE COST THEREOF TO BE INCLUDED IN THE ( '>NTRACT L)N!T PRICE W FOR THE VARIOIJS ITEM., IN THE CONTRACT_ THRUST BLOCK w; VAULT OK RESURFACING, MV: I FIRE HYDRANT CABLE UTILITY MARKER 110#/SYD SURFACE 11, ON THIS PROJECT WILL BE CONSTRUCTED IN IMPERIAL NI FS (STANDARD ENGLISH ) WATER VALVE �- ELECTRIC UTILITY MARKER FULL DEPTH PAVEMENT: I i l wv 110#/SYD SURFACE 11, ON — _ -- - I ® POST INDICATOR VALVE 1- GAS UTILITY MARKER 275 SYD BINDER 8, ON �- T IN THE P!v #/ F,. ALL EX LIGHTING ALONG RANGE L1L�1F_ f�f�AO�WI .H' o WATER SPRINKLER T TELEPHONE UTILITY MARKER 495#/SYD BASE 5, ON PRG)JFCT LIMITS `;HDLL__._� F!,Ui -T+°# "-OST OF PC) F REM�a'�t+l -� OR ��+ OR t, WATER BEND ! ELECTRIC RISER 175 SYD BINDER 8C, ON ,A -HAS I See Sheets 9 8C E- 1 250#/SYD BASE 5D. FOUNDATION REMOV -�'A<'F'�ILL_ AN15�t-E--� A-TE C T� M�� I BE INS IJL}Ffl'fN�THE �� 'F�T �)F CLEARING RIGHT 1 WELL ELECTRIC PEDESTAL M — ( ) BITUMINOUS MIXTURE FOR APPROACHES f- -_-- - w --- -- WATER E� ELECTRIC MANHOLE 110#/SYD SURFACE 11, ON 7. THE FOLLOWING INUUT MIS( ELLA.NEOt_i'_� `; IANDAF?D _HEE 7 220 #/SYD BINDER 8, ON 0 E --- ELECTRIC LINE GM GAS MANHOLE SHALL HF IN0C)PPORATED Hi REFERENCE ONLY 1HE F 0 L.GJWING 8" COMPACTED AGGREGATE BASE TELEPHONE LINE TELEPHONE MANHOLE TYPE "0", 5J _ HEETS MAY NOT BE ALL INCLUSIVE ()R MAT BF MODIFIED HEREIN # THESE �ON:) IRIICTION L)()(_;I)MENI`: T I � - c --- GAS LINE 0 WATER MANHOLE -- - -- -r-- - - - --- - - - - -- MA ME DET� �CIf„ 3 --Cf. -- OVERHEAD ELECTRIC n FOUND BRASS PLUG wl SURFACE MILLING 1 ° MA1 ME F)E 1nUP` 3A 00 UNDERGROUND ELECTRIC 0 FOUND IRON PIN MA1 A MH L�F 1�)UF 4 --- r7 MC MHB _ _ [ E 1 lf' Z °�° N L`-i (RX HANDICAP RAMP "AS DESIGNATED" _ _ _ ____ - ucr --- UNDERGROUND TELEPHi_)NE FOUND HIGHWAY MONUMENT _ _ M�1 - - - MHD t DET�)UF ��A U ca o z M CABLE TV LINE ® FOUND IRON PIN WITH CAP - _-- „ - MC � ML1� TES 1 TRH ` lE� -16 (W� BITUMINOUS MIXTURE FOR WIDENING: _-- -_-----_-_------._ -- -_ _-_- _-- _-- ___- � W J FLAG POLE O FOUND IRON PIPE 2 75#/SYD BINDER 8, ON MD MN V I ' --- -- ----- 495#/SYD BASE:. 5, ON _MD1- - - MNI- -- MTFC' --- -- - d 0 � 0 0 U zx GROUND LIGHT FOUND PKNAIL 175#/SYD BINDER 8C, ON MG ' DE TOUFS MTF F ---- ------- ------ — ---- --- --- 250#/SYC) BASE 5D. MD I --- ! --- --- )E TC�I)R� 2A VT9E LIGHT POLE -.-_ - - - � - MD4 DET<)UR� 'A1 MT0 POWER POLE FOUND RIGHT-OF-WAY MARKER D) U N D E R D R A I N TELEPHONE POLE by FOUND BOAT SPIKE i1 CONCRETE CURB _ CABLE POLE FOUND HARRISON MONUMENT COMBINED CONCRETE CURB & GUTTER TELEPHONE, CABLE, LIGHT, & POWER POLE + FOUND CROSS (16 CONCRETE CENTER CURB a� CABLE AND LIGHT POLE. ■ SET HUB 8. ALL `_ I(,N USED FOR MAINTENANCE OF TRAFFIC SHALL CONFORM � a (1D MOUNTABLE CONCRETE CENTER CURB c Ln CABLE, LIGHT, AND POWER POLL 0 SET IRON PIN WITH CAP TO INDOT `STANDARDS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC: � a O SODDING (NURSERY) �_-ONTROL DEVIG-ES.' T) 00 " CABLE AND POWER POLE 0 SET PKNAIL -------- SET RAILROAD SPIKE TEMPORARY EROSION & SEDIMENT J E - c'j O TELEPHONE AND POWER POLE • CONTROL, PERIMETER PROTECTION 9. ALL PERMANENT TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO INDOT a� Lo STANDARDS AND "THE INDIANA MANUAL ON UNIFORM TRAFFIC (70NTRf_)L_ DEVIC.EC�" � � - � r w Q I o� POWER AND LIGHT POLE � � � -� GUARD RAIL � TEMPORARY EROSION & SEDIMENT � � TELEPHONE AND LIGHT POLE �., 2, A TREE LINE CONTROL, RIPRAP DITCH CHECK _j 10. THE EXISTING TRAFFIC SIGNAL AT RANGE LINE AND "126th STREET SHALL REMAIN O Q0 �� F= TEMPORARY EROSION & SEDIMENT OPERATIONAL UNTIL A NEW TRAFFIC SIGNAL IS OPERATIONAL_ THE ,,OST FOR O co - X POWER POLE WITH RISER ���, OR 4 , TREE �- � � � � � Q CONTROL, STRAW BALE DITCH CHECK ANY MODIFICATION TO THE EXISTING SIGNAL SHALL BE INCLUDED IN THE L_ TRAFFIC SIGNAL C BU._.. i, SHRUB � �r �- LIMITED TO TEMPf<AR'r MAINTAINING FOI F:�,R�DNALA�NDALSHALL INCLUDE BUT NC�r TEMPORARY' EROSION & SEDIMENT RELO(lATIONS, WIRING, ® TRANSFORMER BASKETBALL GOAL L CONDUIT, TEMP. CONTROLLER AND ALL RELOCATED ITEMS. � CONTROL, DROP INLET PROTECTION (� GAS VALVE B0L_,,_ARD cv -- — CONDUIT, 2", (;ALVANIZED STEEL Q 0 GAS METER :! MAILBOX V 1 . THE (;UST FOR REMOVAL AND SAL VAC_,E, OF THE E XISIING TRAFFIC �IGNAL AND ® GAS REGULATOR n SIGN HANDHOLE ALL APPURTENANCES SHALL BE INCLUDED IN THE ( (J'ST OF CLEARING RICH T F JVA AND SHALL INCLUDE BUT NOT LIMITED TO TRAFFIC_ �-16NAL NFED`), WIRING, P­LE_'I, cF GAS FILLER BARBED WIRE FENCE BITUMINOUS MIXTURE FOR PATCHING: FOUNDATIONS, CABINETS, CONTROL_LER"� AND ALL REL�')CATED ITEM`-,. !F THE L X!'_ TING 990 SYD BITUMINOUS BASE 5D )� - THE ENS INEER GAS PUMP CHAIN-LINK FENCE #%`� # _I�NAL _ F ANY OF ITS CnMt�'ONENTS I DEEMED `ALVACaEALLF lei rH (;Fl - THEN THE CONTRACTOR SHAIt DFL.IVFR THE ITFM AS jTATEF) IN TRAN;F'C)RTATION HAND HOLE WOOD FLNCE OF SALVAGEABLE ITEM. ❑ HEATING/AIR CONDITIONING UNIT HVAC 12. THE COST FOR HANDICAP RAMP` SHALL NOl BE PAID DIRECTL 7 , BUT SHALL BE INCLUDED IN THE COST OF 4" C(__)NCRETF SIDEWALK 13. STRUCTURE EXCAVATION, FOUNDATION SOIL. TESTING;, AND REINFORCING STEEL FOR THE PEDESTRIAN TUNNEL_ uj FOUNDATIONS SHALL BE INCLUDED IN THE COST OF CONCRETE, C, FOUNDATIONS. W z 14. PRECAST CONCRETE TUNNEL UNITS, PRECAST CONCRETE HEADWALLS, PRECAST CONCRETE WINGW.ALLS, WATERPROOFING > a JOINT MATERIALS, RELATED HARDWARE FOR CONNECTIONS, DOVETAIL ANCHOR SLOTS, 3" ROUND PERFORATED DRAINS TESTING AND INSPECTION OF THE PRECAST CONCRETE UNITS, MATERIALS FOR THE PROPOSED LIGHTING THAT ARE a u TO BE CAST INTO THE PRECAST TUNNEL UNITS, STEEL OR MASONITE SHIMS, ('EMLNT GROUT, PAINTING OF THE PRECAST CONCRETE PEDESTRIAN TUNNEL, DELIVERY OF THE ABOVE MATERIALS TO THE SITE, AND INSTALLATION . O OF ALL OF THE ABOVE LISTED ITEMS SHALL BE INCLUDED IN THE COST OF PEDESTRIAN TUNNEL, PRECAST CONCRETE. � z in z WaZ 15. PEDESTRIAN HANDRAIL, PAINTING OF PEDESTRIAN HANDRAIL, GROUT OR ANCHORING CEMENT, EXPANSION BOLTS, AND INSTALLATION OF ALL PEDESTRIAN HANDRAIL ITEMS SHALL. BE INCLUDED IN THE COST OF PEDESTRIAN HANDRAIL. Z Y• ZOw o� 16. FACE BRICK, STAINLESS STEEL- FLEXIBLE VENEER ANCHORS, STAINLESS STEEL FLASHING, MORTAR, ACRYLIC LATEX W MORTAR ADDITIVE, STAINLESS STEEL DOWELS, STAINLESS STEEL FLASHING CAPS, GALVANIZED STEEL TERMINATION BARS, PEA GRAVEL, WEEPS, GROUT FILL_, GALVANIZED SHELF ANGLES, EXPANSION BOLTS, AND INSTALLATION OF ALL. a: Z OF THE ABOVE LISTED ITEMS SHALL BE INCLUDED IN THE COST OF BRICK MASONRY. � a 17. CAST STONE COPING, CAST STONE KEYSTONE, AND INSTALLATION OF ALL OF THE ABOVE LISTED ITEMS SHALL BE s C9 INCLUDED IN THE COST OF CAST STONE UNITS. 18. ALL EROSION CONTROL SHALL CONFORM TO INDOT SPECIFICATIONS SECTION 205 AND ALL SUPPLEMENTAL_S TO THE STANDARD SPECIFICATION',- , 19 DITCH CHECKS AND PERIMETER PROTECTION SHALL BE PLACED AS SHOWN IN THE PLANS AND MAINTAINED IN ACCORDANCE TO INDOT STANDARD SPECIFICATIC)NS- a 20. STORM INLET PROTECTION SHALL BE PLACED FOR EACH INLET AND MAINTAINED AT ALL TIMES IN ACCORDANCE WITH INDOT STANDARD SPECIFICATION`,, 'HOLEY MOLEr - SHEET N0. Z W DONT DIG THIS SET OF PLANS SHALL NOT BE CONSTRUED TO BE A PROPEF ;Y RETRACEMENT SURVEY. WHERE APPARENT PROPERTY LINES, CORNERS, SUBDIVISION OR SECTION CORNER INFORMATION IS SH( IS BASED ON PHYSICAL EVIDENCE OR TESTIMONY. BLIND ao ao 2 n 11-OW-382-5F a CALL TOLL FREE 40 t, r C' k F" , W Line 'Y R/W N °s Varies 55'-0" to 70'-0" Varies 60'-0" to 70'-0" � ' " -0" 0" 0" 0" 5 -05 -0 5-0" 12'-0" 12'-0" 8'-0" 8' ' ' ' " I I I I z F Tack Coat (Typ.) 10 10 6 2% B WIL 2% g P.G. 2% , 2% P.G. 8% 15 2% -- 2% 15 8% -- - ------------------ Z_ -------------------------------------- L Compacted Subgrade L Compacted Subgrade DITCH SECTION FILL SECTION U u CITY CENTER DRIVE U Tack Coat (Typ.) U LEGEND STA. P.C. 12+12.08 "K" to STA. 29+00 "K" B� Bikepath: MO Bituminous Mixture for Approaches ---- - -- -- -- 110#/SYD Surface 11, on H 220#/SYD Binder 8, on 5" Compacted Aggregate Base, O Surface Milling 1 0 -- Type "0", 53 +---- 4'-0" 12'-0" OE Bituminous Mixture for Approaches, MV: WO Bituminous Mixture For Widening: z 110#/SYD Surface 11, on 275#/SYD Binder 8, on o Geotextile for � 4'-0" 495 8'-0" 275#/SYD Binder 8, on #/SYD Base 5, on 0 Underdrains '� 16 175 SYD Binder 8C, on i 495#/SYD Base 5, on #/ n 250 SYD Base 5D. ° 00 N Q P.G:�. 1 % P.G. 2% 175#/SYD Binder SC, on #/ z � � � � -- -- - 250#/SYD Base 5D. V N o M Aggregate For U - Underdrains Ll4" FU 4" Concrete Sidewalk UO Underdrain Vj p W W J Compacted Subgrade OK Resurfacing, MV: 10 Concrete Curb (L V u 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: 16 Concrete Center Curb STA. 29+40 "K" to STA. 30+40 "K„ 110#/SYD Surface 11, on 275#/SYD Binder 8, on © Sodding (Nursery) REVERSE AS NECESSARY 495#/SYD Base 5, on 175#/SYD Binder 8C, on 250#/SYD Base 5D. a� > O 00 o_ U C Ln -J E N 00 R/W L R/W Q LIJ _ Varies 7 4,-0„ to 110'-0" Varies 77'-0" to 110'-0"- - --- - _ -- — - ----- - -------- ----- J o ° --- ----- ---- -- - --- O X O co Q - -0 0 12'-0" 12'-0 8'--0 8'-0" 1 '-"--0" 12'-0' 6'-0 1 '- I FJ a F Tack Coat (Typ.) P. 10 2% 2% 10 P.G. F 2% 15 2% . : �____-- -�--------- -- 2% 2%15 ----- -------- ------------------------- d Compacted Subgrade L Compacted Subgrade U U U Tack Coat (Typ.) U Z CITY CENTER DRIVE W STA. 31 +40 O "K" to STA. 35+91 .68 'Y' W Z > JQ 0 1 Z W � W W 1 '- 8'-0" 1 -0 Varies 1 _0 6'-0" 2'-0" 0 8 0„ i 8,_0„ J ­),_0" 0 cc Z 0 WQZ C/) f-- oc �, 0 F 10 2% 2% 10 Z a: 4% @1) 2�_ 4 o S\°p e5 -2% _ 15 2� G. ---� 1 % P.G. 2� W O W V o _----- i _ -—- --------- ------- --- J CO a Q Compacted Subgrade V V U U U V (n a am STA. 33+36"K" to STA. 36+12 "K" Lt. CI TY CENTER DRIVE Q STA. 38+30 "K" to STA. 40+20 "K" Q CL a 'HOLEY MOLEr SHEET NO. r DONT DIG ry NOTE: All Bituminous Mixtures Shall Conform to 1995 INDOT BLIND Standard Specifications for MV Type Pavement All Disturbed Areas That are not Paved or Sodded 3 1_800_382_5544 Shall be Mulched Seeded Class "U". a CALL TOLL FREE f q i Z ,Varies 3'-0" to 5'-0" 0 8'-0" 8'-0" - 1 ,_ 8'-0" 5,2„ 2'-0 12,2 12 -0 12,-_0, 12,-0„ 12,-0„ 12,_0„ 5,2„ 1 '_ w 4' Tack Coat (Typ.) 10 2% ro p G F 2% B g P.G. 1 % 2% 15 ! 2�-_ 3. 12: 1 15 2% --- -T --= M -- --- — ---- T Compacted Subgrade L Compacted Subgrade � DI U U 7c,, at (Typ.) U CITY CENTER DRIVE STA. 36+80 "K" to STA. 37+70 "K' co _ Q Z co Ln N O Wa (1) c a o o o 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 L > o ° LC) o C J — NOOr- �, � 0-) i � _ ,> 1 0" 8, 0„ 8, 0„ 12, 0„ 1 -, 0, - --- - -- - - -- - Q 0„ 5' _ - --- -- -- - - - - o co 4' o x �t � M 10 a 6 — P.G. 1 % - -- — P.G. 15 - l % 15 2% 2% ----------- ----- * Note: Painted Island -------------- - - --- Varies from 8 at Sta. 44+ 86 Centerline Offset to 4' at Sta. 45+80 U r U Varies from 32' at Sta. 44+00 to 0' at Sta. 47-+60 to 20' at Sta. 45+80 to 16' at Sta. 47+60 126th STREET and from 16' at Sta. 48+60 • 0 to 4 at Sta. 49+60 STA. 41 +44 "K" to STA. 50+0 0 ,$K„ a: Z W 0 W Z -- - Z V � WQ W Cl) OV _ a: Zo Cl) W Q Z CO) F- � � O z0W Cr w � V V � H i J LEGEND Q a V V FC 4" Concrete Sidewalk V CL © Full Depth Pavement: 110#/SYD Surface 11, on Q 220#/SYD Binder 8, on 0 330#/SYD Base 5, on 220#/SYD Base 5C, on Q N 330#/SYD Base 5D. W MOLEY MOLEY �U Underdroin SHEET NO. DON'T 10 Concrete Curb In DICE 15 Combined Concrete Curb & Gutter N BLIND N © Sodding (Nursery) ° 4 1-800-382-5544 N CALL TOLL FREE 0 0 a U ` S- 1 — K " 1 5 P J... Il 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" � � Ln Ln -0 5 -0" 8'-0 1 - 2% � 12: 1 , �° 2� 15 12 Tack Coat (Typ.) 10 � 10 --- 15 2 1 aX. � -- : 1 3 F � B z -------------------------------------- -- O ---------------- Compacted Subgrade L L Compacted Subgrade W 3rd AVENUE U Tack Coat (Typ.) U Bikepath from STA. 16+00 "S-1 -K" to STA. 20+50 "S- 1 - K" STA. 11 +40 "S-1 —K" to STA. 25+20 "S-1 —K" LEGEND OB Bikepath: 110#/SYD Surface 11, on 220#/SYD Binder 8, on 5 Compacted Aggregate Base, LU - 1 " in 30' Taper- _ Type "0", #53 4'-0 12-0" FO 4" Concrete Sidewalk 4'-0" 8'-0" © Full Depth Pavement: d Saw Cut 3/4" 16 I -Slope Varies z „ P 110#/SYD Surface 11, on 27, P.G. 1�, P.G. 2� 1 - 0 275#/SYD Binder 8, on _ 495#/SYD Base 5, on ° _ 175#/SYD Binder 8C, on c 00 it 6 250#/SYD Base 5D. z 1 N . Q Tack Coat N 1" U N o f TYPICAL DITCH SODDING DETAIL 1 O Milling and Resurfacing w J ' RESURFACE TERMINATION DETAIL U 110#/SYD Surface 11 Left Turn Lane No scale a: aU W ad No Scale OU Underdram a STA. 19+60 "S-1 —K" to STA. 20+60 "S-1 —K" 10 Concrete Curb 63+30 "S-2—K" to STA. 64+75 "S-2—K" STA 15 Combined Concrete Curb & Gutter 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 C 0 00 R/W o_ 0 C o Ln J - „ „ N o Line S- 2 — K R 0 Varies 43'-0" to 75'-0" Varies 41 '-0" to 52'-0" 0 0 a_ 0 00 rn —1 0 cD N QO 4 N r- X 5 -0 4)-O)'_ 12t-0 ' 11 -6 11 -6 1 '_0" 1 -0' 11 '-6 11 '-6 2 -0 4'-0 5 -0 Q I I QH I I W N 1 2" Per Ft. Slope ---------- -- --- 2� 2% N / a ---' O 17 ** @ N 1 112" ** From STA. 41 +60 "S-2-K" to STA. 61 +10 "S-2-K" Sawcut Varies • (Typ.) FILL SECTION R AN GELI N E ROAD CUT SECTION _ — �—Subgrade Z STA. 40+40 "s-2—K" to STA. 61 +10 "s-2—K" MOUNTABLE CONCRETE W O WZ_ CENTER CURB > Ja ~ Z V XWQ W Co _ CO R/W Line „S- 2- K " R W cc Z a Q / Z Co Varies 45 -0 to 110'-0" Varies 50'-0" to 55'-0" W � O WOW Cc Varies 0'-0" Varies 0'-0" i Varies 0'-0" - Varies 0'-0" 1 '- 5'-0" 5'-0" 2'-0" to 7'-0" Varies 38'-0" to 46'-0" to 4'-O", -Varies 0' to 8'-0" Varies 0' to 8'-0" to 4'-0" Varies 38'-0" to 46'-0" to 7'-0" 2'-0" 5'-0" 5'-0" a: In V co D. Tack Coat (Typ.) 10 10 6 F P G 2% 6 15 N P. 2�� P.G. N 2% 15 12: 1 - - ----------------------- - Q 2 F --___ Saw Cut Saw Cut Saw Cut _ - - -- Q ---------------------- Saw Cut L (Typ,) L I_ Compacted Subgra . RANGELINE ROAD Tack Coat (Typ.) U o �,,,, ,,. U de SHEET. N0. 00 DONT FILL SECTION STA. 61 +10 "S-2—K" to STA. 76+05 "S-2—K" CUT SECTION N DIG BLIND /37:;kw n 1-800-382-5544 CALL TOLL FREE u BEGIN PROJECT STA. 12+ 11 . 49 P)K" TIVR-FP (7lRUFk, PHASE 6 2 4,� + /-55' R/W (Phase 11) .............. .........041� n I et F)4' Pipe Reac 8,3 2. s A "kk, lr 0 0 5.e,() C0 > W + --------------- sure Cr FFropos,--�d D t h 10+00 LINE "K`�\ ADAMS STREET 41 Uj 0 CIT'Y' CL--N-'F-p 0 z A R IN Ole r I Z 754,00 W ui < 0 Cr < Uj Ce �e 0- +50,1V\ 60 CARMEL STATION SEC. 3 *50,48' STR. No. 1 ,5 j C- 4 13' of 15 q'd fe,nporc,ry Q/V�. N 8 3 Crod,nq HFLYN MOFFITT MUELLER t0et KA (1) q Ij 4' 3 N. 8- 01 P C EARTHWORK BALANCE PV! ELEV 940.50 i I i i I I � ;, ....�.� Roadways: EL T FO BE A SHOWN. AIJ R /W ON THIS, SH' tl I A n. 9 LOW PAINT EV 8 33. 7 3 BEGIN IJ PROJEIP%T z Common Excavation 15,756 cyd A0. R/W ON THIS SHEET )FSCRIBFb I- OW POINT STA : 15+95.75 31 (37 Fill + 20% 80,390 cyd i STA. 12+11 .49 "K" PVII STA 1 +0c) FROV i *F "K " F�CFPT Al SHOWN� ' Detention Basin & Offsite Ditches: 1�124 of Incidental oLlstruction VC Common Excavation 56,676 cyd A.1). 0 Fill + 20% 20% pedal Ditch Lt, K 85 0 cyd rode of +00, Ell 838.00— 60% I (Plotted f5' above C)atum' - Borrow 10536 cyd .8 850 J --T I i i 5 0 F-1 0-5011.1 j 845 0 LL U.) ------ 0 Cr. 0 > > 260.00' VC iffF ­` �' 845 ix i ­­­ — -­ L ­ ­ _J W uu C) 1 0 (L Lx1stingl Grade al,)Jnq Line 840 Z 4-- 00 a: 4 3.6 L - ------------------ ui z 840 4 _7r_o_f iTe— z in > C1 z 0. 835 I Y—'I UJ Lu M! > ------- 835 Z 0 .1 i ( 1 _ Uj a: 3 830 ui 0.30% a: Li. w LU - ---- ­ 830 Storm ;�Sewer Rt cc: C/) 825 I ! M ! ! U w co Cn co T__ ---------- CC UO co CO 711l CN J, 0) ou 0 0 _71 % —A Col QO oQ 00 QO oom j6 10+ 00 11 + 00 12+ 00 13+ 00 1 03 00 14+ 00 1 IJ+ 00