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Home My WebLink About1998 8940-00-02 1998.pdfSTATE PROJECT FEDERAL INDEX OF SHEETS 1 �*/+ �1 STATEF i S C N S PROJECT 8940-00-02 Shoot No. k Shoot No. Title Typical Sections and Details Sheet No.. Estimate of Duantitlos Sheet No. Shoot No. Miscellaneous OuatTltlas Right of fay Plot PLAN OF PROPOSED IMPROVEMENT Sheet No. Shoot No. Plan and Prof i At Standard Oetaii Drawings E. Sheet No. Sign Plates Lx 9 Sheet No, Structure Plans Sheet No. Computer Earthwork Data S.T .W 64 - PART( AVENUE Sheet No, Crass Sections of TOTAL SHEETS COUNTY U A ST. CROIX COUNTY STATE PROJECT RIMER 94-00-02 t ♦..,. t; A.D.T. 1998 = 4600 A.O.L 2018 - 6130 D.N.V. D. SOX T. = S.OX DESICH SPEED - 50 km/h ESALS - N/A COUNTY LNE CORPORATE LIMITS PROPERTT LNE LOT LNE L"7EO EASEMENT Ex15tNc PONT OF WAY PROPOSED OR NEW R!W LNE SURVEY LIE SLOPE INTERCEPT ORICNAL GROUND MARSH OR ROCK PROFILE EXISTING CULVERT PROPOSED CULVERT CLVERT UProf"o Vlowt *jg iT771 Y7?I UNOERCRLkWW UTILITIES CAS --- c — ELECTRIC —'-`" E "-®' TELEPHONE OR TELECRAP64 — T -- SERVICE PEDESTAL x CABLE MARKER rrx POWER POLE u TELEPHOW POLE 0 RAILROAD My�147`1 MARSH AREA L� y Mom/ WOODED OR S vb AREA LAYOUT SCALE 0 0.1 OR J TOTAL NET LENGTH OF CENTERLINE : 0.68 ken CONTRACT DATE MAYOR OMGNAL PLANS PREPARED BY j PHILIP H. (! ®( t4cV1P.1"It4' IN } E C"''s, 3 ON `YI"E40r-'t; NIE W1 DATE /'Ad-_dG STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION PREPARED BY ur"yo, S.E.N. PIC, D.00w S.E.N. INC. D1Yt'it E.Pmw^ -$COST M5 Ootrlet Swrrmsor. AFF xERW Prot. DA, EVOAW C.a E.RWnw- APPROVED FOR DISTRICT OFFICE OATS BYpwtwtl PILL. WAIT, xIMY WIwn M1Te 0/Ctl Tilt Ell I VAR. 2.6 m - I&S m VAR MAR. P -3„Sn 3.Gm S.Ga 2.6n -3.3m f —Q-. l �VAR. _ MAR. MAR^. MAR 7S mm ASPHALTIC CONCRETE PAVEMENT SO mvs CRUSHED AGGREGATE BASE COURSE t'- EAST FIRST STREET f f.:.63 TO 10+421.85 R/t VAR VAR VAR. 09 A m ea — m 2-1 n ♦ ♦ ♦ REFERRED rM To .'♦ CTORS L ITYP3 115 ASPHALTIC CONCRETE PAVEMENT. TYPE MV T=.r. UPPER LAYER 5 tItIm LOWER LAYER RELATED BITUMPODUS CONCRETE AM CRUSHED AGGREGATE BASE COURSE PROPOSED TYPICAL SECTION EAST FIRST STREET 10+096.41 TO STA. 10+782.50 R/s 00 mA CONCRETE SIDEVAV, SECTIONEXISTING TYPICAL III EAST III i FIRST STREET STA. 10+42L85 TO E IIIiII�. SA f �—)DO mm CONCRETE SIDEWALK BTYPJ mm SALVAGED TOPSOIL, SEED, FERTILIZER AND MULCH (TYP.) CONCRETE CURB AND CUTTER, TSO . TYPE 0 0.TYPJ * NEW CONC-RETE SIDEWALK TO BE INSTALLED Tl.fmtgpm� 1 ABUT AC ACT AEW AN APPRX ASPH AV BK BLDG BLVD BW OR c CABC GB cc CE C A G CL C.L. CUP CO GONG CP CR CTH CRT CY D D OG DHV DIA DR E E E EA EB EBS ELEV ESALS EW EXIST FE PERT FF FL F L TO FT G GN GRAY GV ho HR HV HYD ID INL INV IF kg km ),Po L L Lb LC LF LHE LHF LS LT LV n M2 M3 MAX Mg MH ABUTMENT MIN ACRE mm AVERAGE DAILY TRAFFIC MIL APRON ENDRALL MY N N NO NO NOW NOR OD OGBC PANT PC ASE COURSE FCC PCC PCP RE PI PIT PL CORRUGATED METAL PIPE PLE COUNTY POD CONCRETE POT CULVERT PIPE RRC CREEK PSD COUNTY TRUNK HIGHWAY PT HUNDREOWEIGHT RE CUBIC YARD PVC DEGREE OF CURVE PVC DIRECTIONAL DISTRIBUTION PVT DITCH GRADE PVT DESIGN HOUR VOLUME R DIAMETER R DRIVEWAY RCCP EAST RCPSS EAST GROUND COORDINATE RD UNDER GROUND ELECTRIC REO'D EACH RES EASTBOUND FINE EXCAVATION BELOW SUBGRADE RP ELEVATION RP EDUIVALENT SINCE AXLE LOADS RR ENOWALL RT EXISTING R,L, ! FIELD ENTRANCE R,w FERTILIZE S FACE TO FACE SAN FLAG LINE SAN S FLOW LINE SIT FIBER OPTIC SOD FEET SF GAS SH.DR GRID NORTH SO GRAVEL SS CATE VALVE SSD HECTARE STA HANDICAP RAMP STH HIGH VOLUME SW HYDRANT SY INSIDE DIAMETER T INLET T INVERT T IRON PIPE OR PIN TC KILOGRAM TEUP KILOMETER TLE KILOPASCAL TOG LITER TYR LENGTH OF CURVE UG POL940 USH LONG CHORD OF CURVE V LINEAR FOOT VAR LIMITED HIGHWAY EASEMENT VC LEFT-HAND FORWARD VP LUMP SUM f LEFT WD LOW VOLUME AM METER WS SQUARE METER WV CUBIC METER X MAXIMUM Y MEGAGRAM YD MANHOLE MINIMUM MILLIMETER MATCH LINE MEDIUM VOLUME NORTH NORTH GROUND COORDINATE NORTHBOUND NUMBER NOMINAL NORMAL OUTSIDE DIAMETER OPEN GRADED BASE COURSE PAVEMENT POINT OF CURVATURE POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PIPE CATTLE PASS PRIVATE ENTRANCE POINT OF INTERSECTION PARKER-KALON NAIL PROPERTY LINE PERMANENT LIMITED EASEMENT POINT ON CURVE POINT ON TANGENT POINT OF REVERSE CURVATURE PASSING SIGHT DISTANCE POINT POINT O TANGENT POINT O VERTICAL. CURVATURE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION POINT O VERTICAL TANGENT RADIUS RIVER REINFORCED CONCRETE CULVERT PIPE REINFORCED CONCRETE PIPE. STORM SEWER ROAD REQUIRED RESIDENCE OR RESIDENTIAL RIGHT-HAND FORWARD RADIUS POINT REFERENCE POINT RAILROAD RIGHT REFERENCE LIFE RIGHT-OF-WAY SOUTH SANITARY SEWER SANITARY SEWER SERVICE SOUTHBOUND STANDARD DETAIL DRAWINGS SQUARE FEET SHOULDER SQUARE STORM SEWER STOPPING SIGHT DISTANCE STATION STATE TRUNK HIGHWAY SIDEWALK SQUARE YARD TANGENT TELEPHONE TRUCKS TOP OF CURB TEMPORARY TEMPORARY LIMITED EASEMENT TOP OF CASTING CURVE CLAY PIPE WATER VALVE EAST GRID COORDINATE NORTH GRID COORDINATE YARD CITY OF NEW RICHHON7 156 EAST FIRST STREET NEW RICHMONI. WI 5401T TELEPHONE:(TISP Z46-3628 ELECTRICAL. SUPERINTENDENT ATTN: JOHN RICKARD TELEPHONE (TISt 246-6225 STREET SUPERINTENDENT ATTN: JOHN BERENDS TELEPHONE:1T1S1 246-4514 UTILIT]]ES SUPERINTENDENT ATTN:AANOLD T,ELTA TELEPHONE:iTISM 246-31TI 0 K ST. CROIX COUNTY 1150 DAVIS STREET P.O. Box 108 HAMMOND, WI 54015 ATTN: DANIEL FEDDERLY TELEPHONE:(TISH T96-2227 WHEN THE QUANTITY OF ITEMS OF BASE COURSE IS MEASURED FOR PAYMENT BY THE METRIC TON, THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS Fa APPROXIMATE AND THE ACTUAL THICKNESS DEPEND ON TIC DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN 6N THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PRO.£CT AREA THAT ARE NOT SHOWN. EXACT LOCATIONS OF THE EROSION CONTROL DEVICES WILL BE DETERMINED IN THE FIELD BY THE ENGNER. BEARINGS SHOWN ON THIS PLAN ARE GROUND BEARINGS TO THE NEAREST SECOND. NORTHERN STATES POWER 1201 LIVINGSTONE ROAD HtDSON. WI 54016 ATTN: SCOTT SNYDER TELEPHONE:(7151 386-4798 TELEPHONE:(7191 246-4025 ALL CURB AND CUTTER RADKARE SHOWN TO THE FLAG O CURB UNLESS NOTED OTHERWISE. ASPHALTIC CONCRETE PAVEMENT SHALL BE PLACED WITH ONE LOWER LAYER ITHKKIESS 65 mmO AND A 50 mm UPPER LAYER. TACK COURSE SHALL BE PLACED BETWEEN EACH COURSE. ALL SIDE ROAD EARTHWORK QUANTITIES ARE INCLUDED N MAINLINE EARTHWORK QUANTITIES, A VERTICAL SAWCUT SHALL BE MADE THROUGH EXISTING SIDEWALKS, DRIVEWAYS AND PAVEMENTS AT REMOVAL LIMITS. WISCONSIN OR WEST CENTRAL REGION 1300 WEST CLAIREMONT AVENUE P.O. BOX 4001 EAU CLAIRE„ WI 54702 ATTN: ROBERT STRAND TELEPHONE:(TISN 839,1609 I MroT, EXCAVATION LOCATING SERVICE 2040 WEST WISCONSIN AVENUE SUITE 10 MILWAUKEE, WE 53233 TELEPHOE:1-800-242.8511 i �•..... Y. 41 SKIN PLATE DETAILS SHALL BE N ACCORDANCE WITH THE FEDERAL. HIGHWAY ADMIN, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES' UNLESS OTHERWISE PROVIDED FOR N THE PLAN. NO TREES SHALL BE REMOVED WITHOUT THE APPROVAL O THE ENGINEER, UANIARD DETAjL 6RAMTNGS 8A5-14a.U3c INLET COVERS BAS-14C INLET AND MANHOLE COVERS 886-3 MANHOLES. TYPE 1 BBT-3 MANHOLES, TYPE 2 AND 3 8C1-S INLETS, TYPES 1. 2. 3 AND 4 8D1.12 CONCRETE CURB, CONCRETE CURB AND GUTTER AND PAVEMENT TIES 805-8 CURB RAMPS SE9-5 SILT FENCE OFI.11 APRON ENDWALLS FOR CULVERT PIPE OFS-1 CLASS 'B' BEDDING FOR CULVERT PIPE AND STORM SEWER 15CZ-3 BARRICADES AND SIGNS FOR ROAD CLOSURES ISCS-BA PAVEMENT MARKING (MAIN.INE) ISCS-88 PAVEMENT MARKING IINTERSECTIONSH ISCO-SE PAVEMENT MARKING IISLAND, STOP LINE 6 CROSS WALKH '1 .A 1' I. ... r-: 'e It slowilwilizaNd: i� �:, M. LAN LOCATE HYDRANT AS SHOWN ON PLANS FINISHED GRADE ISO mm Y&W A �AT A �PA T SUR AC LUSH WI N AC P 77- PT ISURFACING. mt IN CONCRETE BLOCKING 'I AND ry Imp STANDPIPE E GATE VALVE & BOX GATE VALVE & BOX E 0 w R NS LEFT) AT H WALL UIMWM 2 LAYERS POLYETHYLENE HU, (OPENS LEFT) MECHANICAL JOINT WATERMAN PIPE SIZE YAWS CONCRETE BASE PLUG BLOCKING DETAIL \CO6NTRAOCTOR SHALL ROTATE TEE GATE VALVES WITH BOXES FOR WATERMAIN At TOR I VICE a NOS A NECESSARY CONCRETE BASE TO MAINTAIN AD*" 2.4 m COVER & BLOCK CONCRETE BASE ON HYDRANT LEAD AND A VERTICAL NOTE: ALL JOINTS TO MECHANICAL HYDRANT INSTALLATION, W/ RETAINER GLANDS. HYDRANT & GATE VALVES WITH BOXES *0.6 m TOP VIEW CURB Box > • STA 1-760 TO STA 2-OTO,RT C LOCATE CURB BOX —4� CURB STOP 0.3 m FROM BACK OF CURB. mpo CONNECT RISER WHEN REQUIRED WATERMAN �10 EXISTING CORPORATION STOP LO% TO 2.0% C To CORPORATION STOP WA COP R 'AT R S VIC 7N WITH HORIZONTAL W MOPS WYE TO PROVIDE FOR EY�T�L�SEMENT SERVICE PIPE TO 3 II PRECAST MANHOLE BLOCK BE SCHEDULE 40 MAN SEWER ri FILL WITH CONCRETE MORTAR BETWEEN HORSESHOES AND PIPE WATER SERVICE CONNECTIONti SANITARY SEWER SERVICE PLAN FINISHED GRADE NEENAH CASTING STOP OF CASTING ELEVATION) R-1760 A. 190 kg 0 OR EDUAL �4 MINIMUM 3 ADJUSTING RINGS PLAN ASPHALTIC CONCRETE PAVEMENT E STS PRECAST SECTION FINISHED GRADE NEENAH CASTING 70P OF CASTING ELEVATION REFERENCED o mmUTOP OF CASTING ELEVATIC.7\ /-R AT FLAGLIhE OF CURS AND CUTTER 0 ORITEOCLRAA� 19D kg ta Lammum 3 ADJUSTING RINGS MINIMUM 2 - 50 mm ADJUSTMENT RINGS PRECAST SECTION AND TOP MITI L2 m —125 mm F 0 E, 1, RP. PRECAST 60 mm POURED CONCRETE COLLAR AROUND TEE Z; GASKETS t�, S TION MIN 12 DUCTILE IRON TEE PROVIDE WATER DUCTAL IRON TO PVC ADAPTOR REDD. STOP ON PIPE GROUT 2 m s. > CONCRETE HORSESHOE 200 mm PONEDF 1--LB m ---JI150 mm PRECAST PROVIDE WATER AND MORTAR STOP OR PIPE UNDISTURBED TRENCH WALL SECTION GROAT CLASS 'B' PIPE BEDDING SANITARY MANHOLE WITH CASTING DUCTILE IRON SEND Id 200 mm POUREDF Ls m 150 mm PRECAST INLET GRATE Id -i SECTION DROP SANITARY MANHOLE DETAILS SCALE: NTS HWY: EAST FIRST ;T. CROIX STATE PROJECT NO: 8940-00-02 ISHEET NO: UP m%2 08 ol I z 1 CONCRETE SIDEWALK 100 tPrP VARIES 0 mm 20 mm:,} RAW A DWY EXISTING — I TERRACE SIDEWALK VARIES En' 6 CON DRIVEWAY 150 OTYP) -: x V, O DV* CONT.JT. LZ mm EXP. Jli TAPER CURB HERICHT TO COTT WE (TYR) 450 uk!m! Y i % \ •LIMITS OF DRIVEWAY CONSTRUCTION SIDEWAL 0 ISO mm VARIES VAR S VARIES MIDiH VAR. "A" MATCH EXISTING MATCH EXISTING C, IS -j PAVEMENT EDGE• 4% M X % VAR, A GUTTER LINE• %VAR. A LB m• 53 m MA A--J N R T RIV IN ----- -- E �i --'150 WAY CONTRACTION CONCRETE CURB A GUTTER ...... .. ISODRIVEWAY- ISO mm % JOINT PLAN VIEW 750 mm. TYPE D OR A SOEWALK ,CONCRETE DRIVEWAY SECTION A -A R/W• PAVEMENT EDGE 00 mm 150 mm VARIES 'A END SECTION CURB & GUTTER MATCH EXISTING MATERIAL WITH 50 mm ASPHALTIC CONCRETE PAVEMENT, TYPE MV OR 150 mm 75 Pm TOP SOIL AND CONCRETE 100,14CIIETE EWA K SIDEWALK A L SIDE L TOP OF CURB H CONCRETE DRIVEWAY 150 mm CRUSHED AGGREGATE AGGREGATE AGGREGATE 00 100 m IGO BASE COURSE 'G= BASE COURSE CO 7 IT WAY 450 mm 150 mm 900 in (TYR) *PRIVATE ENTRANCE: 3.6 m - T.3 m *LB . MIN. -Z/ COMMERCIAL ENTRANCE: 7.3 m - 10,15 m PRIVATE OR COMMERCIAL ENTRANCE .3 m MAX. DRIVEWAY WIDTH VARIES - EX ACT WIDTH PIPE CRATE TO BE DETERMINED IN THE FIELD. 17 mm RODS AT BECTON B-B GRADE A CONCRETE 0 mm O.C. POUTIETI OFIL UNDERORAN CONCRETE COLLAR THE STRUCTURE SHALL BE PIPE GRATES INSPECTED AFTER EACH RAN AND REPAIRS MADE AS NEEDED. MORTAR JONT STORM SEWER PIPE NOTE:& CONTRACT UNIT PRICE FOR PIPE SHALL INCLUDE COST OF CONNECTION TO EXISTING STORM SEWER. U.H.,OR MET OMET ROOF DRAIN CONNECTION TO STORM SEWER 150 mm MON. 600 mm UK oft�— --T OR MANOIDLUE L! SECTION B - B PIPE UNDEFURAIN, EXISTING PIPE IS STAKESUNPERFORATED. IF 8 SILT FENCE oo N( 0 " %0000000co, PNSYO BURIED SILT FENCE SECTION A -A CONCRETE MASONRY COLLAR WHERE REO'D. 00 0 TO ls�" 80 cp SEAL PIPE CONCRETE MASONRY EA('W- 00 0- 0 COD no 1p oo COLLAR WHERE REO'CL Al TO , CAL PIPE 0 0 0 0 �(%900) o� *ADJUST TO FIT O'k, c )%0, L. I FIELD CONDITIONS ONCE CASTING IS PLACED.REMOVE INLET GRATE PLACE SILT FENCE FABRIC BETWEEN GRATE AM 150 Pin WL CASTING COVER CURB FACE OPENING WITH FABRIC AND STACK BEHIND CURB.LEAVE IN PLACE UNTIL TOPSOIL AND SODDING COMPLETE. PLAN VIEW SILT FENCE (MANHOLE & INLET) SEDIMENT FILTER A` EXISTING PIPE SIZES VARY OF EXISTING PIPE IS SMALLER THAN PROPOSED NOTE: TO BE WSIALLED ON ALL METS UPON COMPLETION OF BACKFILLING THE STRUCTURE PROPOSED PIPE. THEN EXTEND EXISTING PIPE INSIDE PROPOSED PIPE A MINIMUM OF 03 m RIPRAP AT OUTLET CONCRETE COLLAR DETAILS [-SCALE: NTS HWY: EAST FIRST STREET ICOUNTY: ST.CROIX FSTATE PROJECT NO: 8940-00-02 i -SHEET NO: Im SEP IVINA11,651 A N_ o 0 ti TYPE 3 BARRICADES W/ WARNING LIGHTS AND SIGN SEE STANDARD DETA& DRAWING 15C 2-3 VACATED p rMILL POND v_: TWO-WAY TYPE -A" WARNING _\ 30D m LIGHTS REOLARED E. HUGHES ST. TF w > LJ > < CE, Ld < w cr cr V) < rA DETOUR t �DETOUR > < > M4-9L M4,9R V) 750 r,V,, A 600 I,vyI 750 earn a 600 mn Ld rP, 0 TP .' Rw il NOTE: ALL SIGNS AND DEVICES SHALL BE IN CONFORMANCE WITH THE WISCONSIN MANUAL OF TRAFFIC CONTROL DEVICES (WMTCD). THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS ARE LEGEND: APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD CONDITIONS. DURING HOURS OF DARKNESS, ALL BARRICADES USED TO SHIELD A HAZARD SHALL BE EOUIPPED WITH TYPE "A" WARNING LIGHTS. TYPE IIIBARRICADE WITH/WITHOUT SIGN ROAD ALL SIGNS ARE 1200 mm X 1200 mm UNLESS OTHERWISE NOTED, Itr SIGN ON POST CLOSED k" DETOUR ROUTE MEAD 9F DETOUR ROUTE TO BE PROVIDED BY OTHERS (CITY OF NEW RICHMOND)I CONSTRUCTION ZONE ACCESS SHALL BE PROVIDED TO WILLIAMS AVENUE EACH DAY FOR RESIDENTIAL TRAFFIC. TYPE "A", WARNING LIGHT ACCESS TO THE NORTH OF EAST FIRST STREET SHALL BE PROVIDED BY AT LEAST ONE OF THE FOLLOWING AT ALL TIMES :ARCH AVENUE, GREEN AVENUE,OR NORTH STARR AVENUE. TRAFFIC CONTROL SCALE: I NITS HWY: EAST FIRST STREET COUNTY: ST. CROIX STATE PROJECT NO: 8940-00-02 SHEET 111f oq 5rp xqv? on 7A �' a. aa � N U ~ I i w I 1 a FIN m A bi 8 h H 1 0201r*^r STATION LOCATION STRUCTURE NUMBER MANHOLE TYPE % MANHOLE TYPE 3 INLET TYPE 3 BOX DEPTH MANHOLE COVER TYPE J INLET COMER TYPE H LET COVER TYPE HS TO REINFORCED CONCRETE PIPE CL III. STORM SEWER 300 mm 375 mm 450 mm 525 mm 600 mm 750 mm EACH EACH EACH _ m EACH EACH _. �. _. m � ... � _... m ®._.. 10.125.50 6.25 m LT ... S.... EX.RCP55 1.0 10-126.35 6,.80 m RT 88 _.. 1 _._ 0.45_. _. ,..i S BA.._... 13.1_. __... _. _.... .. 10+,E42 37 30F17 m LT � 9 1 .0.80... 1.. EX.MH 8 34.7 10•142.3T 4.20 m LT 14 1 _ 0.88 1_ _ _ 9 26.0. _.. 10•146.40 6.84 m RT '-- 10A _...... _. 1 ...,_. 0.75 _. 1 10....... _. _.... ll.7 10.143.17 11.53 m RT EX.MN 1QA. _. 10.198.50 4.,20 m LT .... 11 % _.. ... O.15. 1.. .. 10 _... __. ._ 56.1.. _. %0.198.50 4-0m LT _. 11A 1 6.50._ .I 11 _. 3.1_. ._. _. .... 16>213.56 _ 7.97 mLT 118 1--- 0-..6_ _.. ... ip•I95.45 82m _. % 0.50 .. % -.._.? _ In 12.8 _.5 10.213.57 7.63 m RT 11D 1 0.50 1 S 21 ...._ 15.6._ 10.323.00 4.50 m LT 12 _. 1 _.. 1.11 1 13 143.2 10.322.00 7.50 m LT _ 12A. 1 0.7T_. "..L _. __. 12 _.. -. 3.2 __.. 10.339.00 7.50 m LT 12B _. 1 ...._ 0.56.. 1 _.... 12 17.4 _.. 10.3.00 22 7.40 m RT _.. 12C 1 _._ 0.77._ ----... . _ ... 10.337.00 _ RT T. 60 m .... .. ._ 12D _.... 1 p.60 ._... .. _.. 1 12 16.1 _. _..._. 10.466.15 4.50 m LT _. 13 ... 1 _. 1.52_. 1._. 14 10.443.6T __6.91,m,LT... 13A___. ..... .. 1 p.73_ 1 S 13B 22.6 10.466.15 6,08 m LT 138 1 0.83 1 13 10.470.16 6.80 m RT 13C_ 1 015_ ,. _ _. 1 S _. 13 __ 22.0...... _. 10.486,03 4_.24 m LT .._ 14 i ...._ __.. 1.73_. 30+484.T7 6,20 m RT 14A_ 1 6.75.._.1 _. ....._------ 3,1 --. 2.3 10+485 88 11.87 m RT 15 1 .- 0.99 1 S 14 10+476 70 16.39 m RT 15A 1 O.TO__ % 10.492.33 6.76 m AT 15B _. 1 _.. 0,70 1 15 9.2 10.574.75 4.20 m LT 16 __. _... 1 2.70... _.1. 11 14.651.00 4.20 m LT 17 1 _.. 1.31.. 1.. _.. AEN 2a+5 10.651.00 6.50 m LT ITA 1 0.70 1 _ 17 _. .... 2.3 _... ... .._ ..... 10.651.00 6.33 m RT B.. 1T 1.... 0.70. _ 1. 17 ..._. 1a.5.._ TOTAL 2 1 19..... AUTFS: &LPT6 OF BOX IS THE DIFFERENCE BETWEEN THE TOP OF CASTING ELEVATION SHOWN ON THE PLANS AND THE INVERT OF THE LOWEST PIPE, PLUS THE LOWEST PIPE WALL THICKNESS MINUS THE HEIGHT OF CASTING. 150 M, OF ADJUSTMENT. NOTES: S INDICATES INLET COVER TYPE HS MISC. QUANTITIES'•STATE PR is 8940 0i • 131 Fit..[ µe MCy a'\knalMwi\806E.W'm 2n" 17 wv mw:33'.26 W1w00T, MS.T20 I I ® NOTE : SILT FENCE MAINTENANCE TOTAL - 35 m SAWING EXISTING PAVEMENT, m flit AVENUE SOUTH =ARCH ARCH AVENUE NORTH 4 14 GREEN 11 AVENUE SOUTH 21-012.0 GREEN AVENUE NORTH �2-M-.O '22-981.0 N. STARR AVENUE 1 S. STARR AVENUE 4-612.5 WILLIAMS AVENUE iO-782.5 EAST FI I RST ST I PEET I PARK AVENUE CURB RAMP TOTAL REMOVING UNDERGROUND PIPING. m STATION L--LO 10125 9- EAST FIRST STREET - CROSSING 14 1§ 992:1 ARCH AVENUE - SOUTH CROSSING io 20-012.8 ARCH AVENUE - NORTH CROSSING 16 20-006.8 ARCH AVENUE - LEFT a ;ID-215.1 EAST FIRST STREET - CROSSING 15 16-4802 EAST FIRST STREET - CROSSING 2D 10-4H.5 EAST FIRST STREET - LEFT T TOTAL I*Q- WATER SERVICE, 25 mm, m -"s-TATION -LOCATION 1-0-144.7 LT I7.3 10-377.0 RT 6.4 10-391.1 Li 18.1 10-512.3 LT 18.2 10-520.1 RT 7,9 10-543.1 LT 18.2 10-501.5 RT 7.0 10-618.8 LT 17.7 10-634.0 LT 17.7 10-642.0 LT I7.7 SANITARY SEWER SCHEDULE OF QUANTITIES SANITARY SANITARY EXTRA STRUCTURE MANHOLE MANHOLE MANHOLE SANITARY SEWER PIPE STATION LOCATION NUMBER WITH CASTING OUTSIDE DROP DEPTH TO EACH m m 200 mm 10-266.75 0.18 m LT EX.SAN. MH --- --- EX.SAN, MH 63.63 10-363.00 0.30 m LT 50 0.48 51 71.66 10-454.61 1.18 m LT 51 1 0.84 1.73 EX.SAN.PIPE 1.00 TOTAL 0.84 2.21 136,23 W NI IG S -1-0-092 1 2 420 10 •16 840 0 20-0 -10-268 T35 840 logo 2D-905 35 840 n-Oi 5 735 640 io 1 5 22.61 5 636 735 22-98 0 525 630 2 1 10-785 640 31§ 65ib UR� Zia& &41:15 OR m 1-2 12 i 16-36 3.S n 12 12 10-432.5 13 13 86 PIPE UNDERDRAIN, UNPERAIN I�III RFORATED. 100 mm. 150 mm 150 mm STATION LOCATION m ii� RT tTOTAL vj� RT - GATE VALVES WITH BOXEIII S, 100 mm. EACH ,STTATIONW LOCATION EACH 110-336.83 4.81 RT TO , T , iL:--.- flrs MISC. OUANTITIES STATE PROJECT NO: 8940-00-02 MISC. OUANTITIES STATE PROJECT NO: 8940-00-02 lE I i R Y REMOVE AND REPLACE EXISTING FIRE HYDRANTS, EACH I'-§—TATION- LOCATION EACH. r . . T.410 In R TO CORPORATION STOPS, 25 mm, EACH '.w ,ire ♦+ 1 v f I I I 1 Y r I i 5 4 In RT r In RT TOTAL A CURB STOPS AND BOXES. 25 mm, EACH STATION LOCATION EACH 7 —9 3 m LT— 1 _I0.141 10 3TT 0 8.3 m RT 1 _.__...�..... 10.512.3 9.6 In LT 10.520.1 7.7 m RT 1 .._.__._..__._... 10.543.1 ..__._. 9 5 m LT _....._._------ ..__..... . 1. IO.5@1.5 8.5 m RT 1 10.618.8 9.9 mLT i... 10<634.p 9.5 m LT 1 10.642.0 9.5 m LT .. __._.__._._._.._..w. .__. TOTAL.._.® 10 CONNECT EXISTING WATER SERVICE. EACH STATION LOCATION EACH 10.144.T MAINLINE LT 1 10•377.0 MAINLINE RT ......i 10.391.1 MAINLINE LT 1 10.512.3 MAINLINE LT 1 10.520.1 MAINLINE AT 1 . 16.543.1 MAINLINE LF �.g__.._._. 10.581.5 MAINLINE AT I 20.618.6 MAINLINE LT _� I A0.634.0 MAINLINE 1 10.642.0 -LT MAINLINE LT TOTAL 10 III I { I Y i OTRT 3 EXPLORATORY EXCAVATION, EACH STATION LOCATION ®' _..__ -- EACH 10-377.0.,.., MAINLINE RT ®1 10.391.1 MAINLINE LT 1 16•S1E.3 MAINLINE Li 1 10.520.1 MAINLINE RT 1 10.543.1 _. MAINLINE LT _ 1.....,.. 10.581.5 MAINLINE RT I 16.618.6 MAINLINE LT 1 10.634.0 'MAINLINE LT 1 10.642.6 MAINLINE LT I ..... _.. .TOTAL *... . 4_._... CONNECT EXISTING SANITARY SERVICE. EACH STATION�W LOCATION EACH 10.304.8� _ MAINLINE RT 1 10 310.8 MAINLINE. LT_ 1 10.383.5 _ MAINLINE RT _ 1._..._ 10.398.9 MAINLINE RT 1 10.400.0 MAINLINE LT 1 10 432.5 MAINLINE Ni I .. .. 10.453.3 MAINLINE AT. 1 TOTAL.. 7 WYE, 300 MILLIMETER, EACH STATION LOCATION EACH 30.304.8 MAINLINE CL 1 10.310.8 MAINLINE CL 1 10.383.5 MAINLINE CL 1 10+398.9 MAINLINE CL 1 10.400.0 MAINLINE CL 1 16.432.5 MAINLINE CL 1 10.453.3 MAINLINE CL 1 TOTAL 7 :. i 645 i f IA i f 1334 I r s r Af d i u 1245 f r♦ f - r fA �` L� 462 I A `f 1t ��• �.� I I 357 •t !1 I I AY r. Yi i •t kf 299 't tY r r 2329 1. :. 4 * f IN I f r 0II0 m R,� A . r, 1 � III I � 4 4 4_ f I r A 1' A.,..:. PIPE GRATES. EACH � A f r i I I I POLYSTYRENE INSULATION BOARD, 50-mm. M2 I-142.3T 24.2 m 1 I Y 3.0 • ! • `1 . M 1••4 f !. i ,� Iglu �... V"I F�� R ..j x..YF! pllvgn.\a.mR®Ff1R Mitww'v1. Rm �. Kp .ptg9'?P-98 9 , W, 'DIS' EXISTING SANITARY SEWER, STORM SEWE R ANoWATER SERVICES A BEIN CONFLICT $sWITH STORM SEWER CRADE LOWSR SERVICES S STA.10-JOBAB, 39.ZlLT IFN DIRECT' WITNSTORM CONNECT TO EXISTING MIT 8 ss- SEAL EXISTING STA, 10-20030,14.42 m L .S$ STORM SEWER PIPE MOVE EXISTING ss T?s STORM SEWER MH -14Z37. 30.17 2�� ZC37.30.17 In STA. IO-198,50.7.3 m LT STA. 11, �14 X W MAW40LE 3-H-L MET IIA �RLACE�PoLYSTYRENE REMOVE EXISTING INSULATION BOARD $3 m STORM SEWER > w LIBRARY f STA.10-213.56,8.0 In LT w I 5fA.10-125.5 LTBA INSTALL E WATER,tte 237. 4,2 LT STA. 10-198,50, 4�2 m L 3 -_ H_ --S-INLET, TO SERVICE, S LATIO EXISTING 300 P,nI ROPES 1 10 11 BOARD R OUIR 3J MAMOLE BEGIN ROADWAY RECONSTRUCTION STY. 10-096.410 -- ---- -LAU Nam -MATCH EXISTINGI L 1500 . . . ...... 525 mm ss 0 ss UT 10+100 10+140 F4_72 1� 10.160 10+180 42 m 0 < 10+120 *200 z 10+2 I - 2 ul -c u hi— t. r I K�l $Kttl REMOVE EXISTING STORM BEGIN STATE PROJECT NrTul SE N0.8940-00-02 e'll - ----- TORM SEWER STA. 10+088.633 'J N = 3637M6 ----- - T XfGTIW. -STORM SEWER MET- E 3050.813 z REMOVE EXIS LOG, 7" POST RECONNECT EXISTING STORM SEWER PIPE OFFICE IDA STA. 10-146.40, 6A4 In RINE TCHUOND F E HALL 100 m,, ROOF DRAIN SEAL EXISTING 3-H-R MET Cl tc CENTER 3-H-S INLET I STA.10-26.35,6.8 In STORM SEWER PIPE I STA, 10-143.17, IL53 m FIT > STA_ In.TQq AR A _� —0 1 < - — I T /'-'\ I / \ — - I I - __ NO. STATION DESCRIPTION ELEVATION 1 IO-OM223 TOP NUT AY0.�5E COR.KNOwLES/ E.iST 1 �lt�l S 300.263 �T NO, DESCRIPTION ELEVATION 3 10-304.559 TOP CENTER CONC. STEP A. HOUSE ��-256 �299729 lF,, Es IDATES STWI STA. 10-466,15, 6A LT > 438SEE NOTE: �-H-L MET MISCELLANEOUS CUANTITY SHEETS STA, 10-46 6.15. 4.5 m LT i FOR SCHEDULE OF SANITARY SEWER, JJ MANHOLE x WATER SERVICES AND UTILITY ADJUSTMENTS. G DO OF TO EXISTING STA. 10-443,67. 6.9 111 LT 14A STA. 10-484.77, 6.1 m LT 305 mm STORM SEWER -IN 13A 3-H-S MET H-S LET 14 STAL I0.486.03.4,2 FIT LT 8M 4 EXISTING SANITARY 3J MANHOLE f I SEWER LIFT STATION TO REMAIN IN PLACE, REMOVE EXISTING STA, M+574.75, 4.2 m LT TE✓ INLET A, STORM SEWER MANN E 7 k" 14 450 mm + 0 750 m st LED -SAN - 200 fNTI 10+440 1 10+460 0+46 !10+500 10+520 42 111 10+540 SS 10+�60 7 SEALEXISTING Qi SANITARY SEWER PIPE E. FIRSTy STREET 'llp - Ilk '7 L tL_' � ��11 77'� STA. 10-4; .1 6. 6.8 BY 13C �6_11m RT ADD AIM VALVE 3-H-5 T 3-H-R INLET CUT INTO EXISTING WM _STA. 10+454-6ML18 m LT - LT 51 0 STA. 10-577�37, 435 i� RT REMOVE AND REPLACE PLACE L7iCEV 1-150 mm C.V. BOX REQV SAN. M.H. OUTSIDE DROP REMOVE EXISTINGry WITH CASTING STORM SEWER 'A,_11+11181ILII m IT I 3-H-5 MANHOLE NOTE: NOTE: EXISTING TING AN SANITARY A SEWER, W EXISTING SANITARY SEWER, STORM SEWER S 5 By S M SEWER CONNECT TO METING 'S AND I WATER S E A SERVICES AND WATER SERVICES WAY BE IN CONFLICT A MAY 8 IN CONFLICT :C :0E.'L`E0aTWRE STA. 10-47MO, ILA BY LEA 305 �m STORM SEWER BENCHMARK TABLE WITH STORM E RA R WITH STORM SEWER GRADE. SERVICES 'A R SERVICES 3-H-L INLET r IN OR ONFUCT WITH CCT C IF IN DIRECT CONFLICT WITH STORM SEWER. S ORM SE WEB. NO.. STATION ELEVATION 4 0-4 8.085 TOP CDR IST/STAR 300.037 5 10+57L658 SET 302 5Ei. 302 w 2 n 301 - ------ 301 2AE 'A 300 13 v TOM DIX GRADE, 300 29 299 ---- - --- 29 29 8 787 299 298 297.510 297.740 297.670 E)USTNG CRADE 143.20 �n 450 11; RXP'S.S' a 0"6z 4 298 297 L 29T.200- I L-88.6 296.660 297 297.070 C! 296M0 Di 296 ?Mm EDO mm 5AAESEW 296.800 ,v �Uz --19.88 FrTrrT 60 0 - ----- z 7Z296,448 296 RLC.P.s a 0,6z - ------ 295 ------- 295 Sq DT 294 CONSTRUCT OUTSIDE CONNECT TD: EXISTING OT DROP SANITARY L94 SANTARY SEWER-29i.85-- 294 293 141 z 293 Il3l Na mt 0 ------- - -- m I ITT P 10+120 10,IM,..�._.._... TA N N 0 PLAN & PROFILE 10+460 10+480 10+500 10+520 10+540 10+560 10+580 10+600 SCALE: 1: 500 HW Y: EAST FIRST STREET COUN COUNTY: ST. CROIX STATE PROJECT NO: 8940-00-02 SHEET NO: IFILIA ID.TEt 1TWA HPIPE GRATE REO'D 4.0 PIS RIP RAP RE01) 1-200 mm G.Y. & BOX READ STA. 10-61164, 7,40 , RT REMOVE & REPLACE EX.HYDRATIff- 1-150 TIM G.V,BOX REDD 1-HYDRANT REDD (EXACT LOCATION TO BE DETERMINED IN THE FIELDJ 1 1 NOTE: I EXIST' EXISTING H N Y SEWER. EXISTING SANITARY SEWER, STORM SEWER SANITARY ER 'TOR" NOTE: NOT% BENCHMARK TABLE A WATERBE AND WATER SERVICES MAY BE IN CONFLICT NO R VICES MAY BE IN CONFLICT SEE MISS L E MISCELLANEOOS QUA N 00 OU" TITY "TITY SHEETS T STORM WITH STORM SEWER rRADELOVIE SERVICES S LOWER V, " R CBS FE F SCHEDULE OF SANITARY SEWER,. JL 0 0 S DI C F S F ART =S EWER, 'e XCJUSTMENTS^pt, If NO STATION A I I ELEVATION IF IN DIRECT IF IN DIRECT CONFLICT' WITH CONFLICT WITH STORM SEWE]R STORM SEWER. WATER WATER SERVICES AND UTILITY SERVICES EC S UTILITY ADJUSTMENTS. 6 10-729.116 SET 40 PSPK IN P/P S�SI:DE E ST SIDE IST �EA297.647 301 300 1 EXISTING GRADE —A. . 299 % :17 -------- PROPOSED GRADE ui - ------- ----- - - 297 --- - ..296,697 96.619 t -0.4IQx 76.30 FIT 750 mm RTC,F�,S�S. 0 0,4 - ----- AEW-�REQID , 296 OF 296,020 EEi 295 t 2CL50 m --750,Erun R, C-p-s-s 0, CL Z" al = 293 292 0 P; 'IQ IT: OTT R ( � Z- 2 m. 10*f 00 10+620 ( I Y tvlv°�.'e N i".e -. � a' m rI !2 UTILITY - 10+640 10+660 -. _ 10+680 10+700 10+720 10+740 10+760 10+780 LL PLAN & PROFILE SCALE: I :L50=0HWY: EAST FIRST STREET COUNTY: ST. CROIX STATE PROJECT NO: 8940-00-02 SHEET NO: $FREI %DATIA %Tws 301 300 299 2198 -2971 296 295 294 4'J 292 s V, 9_ o o I END CONSTRUCTION w ST A. 2O*Ot6 ARCH AYE. MATCH EXISTING AWCUT RE0'D. `x J REMOVE' 'S -REPLACE u '•.. a r u REMOVE S REP( c ux M I t } CONCRETE SIpEWALK LIBRARY m '"'° o,.. '' - . °= 8 i.I I,k AN CURB S GUTTER"RED'D - SEEXISTTYPICA47ING ? ; FO COMPLETE STORM SEWER STA, 1Q*I46051.404 m kT .� -"+ I$TA. • '.L. 'x IN ALL (TYP.D "� '"`•......,...,. STA. 20w004.04s. 4.64 m L7 ''� ^°,. _ 10+2t5.24T, 4.44 m LT = vt 2 _. x .... . .. RADIUS PONT. R 7.4 m t »_ °'" `'" r^'[i �) 5T'A. 20+004.464455 m RT :::III {-1 RAONS POINT,R 3.3 BEGIN ROADWAY RECONSTRUCTION '.! ._ - - (TO REMAIN) C - $TA,IO+O46At0 JAW ^' [TO REMAIN) MATCH EXISTING I0+900 10+I20 f 10+140 t0+I60 10+180 I0+200 -: I0+220 N 84°3010" E o E. dIRST STREET BEGIN STATE PROJECT ° ___',, w- --2C� -cu NO.8940-00-0_ M ------- ,- !_- STA. 10+088.633 N = 3637.826 (TO REMAIN) E = 3050.813 z t0X -_.®DM II u--f� BLiIG. r POST STA10+153 B RT NEW RICHUON6 11 I�' FINE NAkk OKF CE m . REMOVE S REPLACE I CONSTRUCT 6.0 WIDE PE f I ! STa. tOw043.233, t0.4G m RT I ° CIVIC CENTER EXISTING CURB S GUTTER $TA. 10*215.430, 4.70 m AT Mp REMOVES REPLACE RADfU$ POwT,R 4.6 m $TA, tD+142.058, t2.0tm AT = I� > 'x $7A, 14+49p.434. 4.42 m AT (TYP.) STA. CONSTRUCT RT EXISTING CURBS CURTER STA, IOa1O11 R7 '^ STA. 14a96T.TT3, 13.42 m kY � m < x ( RADIUS PONT, R 3.2 m CONSTRUCT' 6.2 m ALLEY SAWCUT EXISTING PCC CONSTRUCT 5.4 m WIDE PE 75 mm ASPN.CONC. PAV"f, PACTS POINT,R w u TIE BARS READ. TYPE MY; 15.0 In FROM 4 I ' 6EGIN CONSTRUCTION SACK OF SIDEWALK STA. [Oe205.b6➢ E, FIRST ST 11 "t BENCHMARK TABLE f ` STA. 20+000.000 ARCH AVENUE u* � { $PA, I4+4B5 ARCH AYE. yyy MATCH EXISTING NO. STATION DESCRIPTION ELEVATION :2 , w = $AWCUT REp'D, [ 70>040.223 TOP NUT NTD. SE CDR. KNpWLESf E. flS7 SO0.263 p( a NET CENTERLINE LENGTH STA 10+046 TO 10a240 % 0 1 38 m 302 302 _... ,I I 1 301 300 Sao. 9 EXISTING - 299 , '. I-u23 x i C i -�.0.162 % i t :1 299 299 PROPDSED:GRaDE g - $ t - " 98 .. g(( 296 t . l s s 1 a n a s 1 j- 296 ' --- 295 { I '; • '. Y Q I . _1 t 295___ k 294_294 299 - _.. 293 -......_ ...... .,_ _... u ,._.. ---.-,_......------- . — __--- ------ 293 _.� ..... .....__.. _ l.... N f...,,.......� � N Oi C+ N N ST 6, Q5 6i a QI P Qi 10+100 10+120 10+110 10+160 10+180 10+200 10+220 10+240 PLAN & PROFILE SCALE: 1 : 500 HWY: EAST FIRST STREET COUNTY: ST. CROIX STATE PROJECT NO: 8940-00-02 ISHEET NO: . M 50AIE1 STNCi (TYP.) r .a x I ENO CONSTRUCTION v! o > t STd, 21+Of2 GREEN Al 91 E I MATCH EXISTING i{ z ;a a.� w � SAWCUT PEG`0. w �a P 4AUr c+ P c s STA. IDe320.424« 9.64 m LT STA. I0+34t.90S. ILtT m LT c SYA. 21e0Q9.5O4, 9.T8 m LT I STA, 2t+O1L3.M. M68 m RT RMIUS POINT,R 3,0 m j`�{� 1 � 1•—•- RADIUS PONT,R 4,6 m I , N 89°30'IL7" E E. FIRST STREET (TO REMAIN) s^ CURB 3 GUTTER REO'D TO COMPLETE UTILITY NSTALLA71ON ( TYP. ) if f 4 10+320 jq+5 I ra€ -. _ _,. •:ux ._. _. 8M 3 ST'A, 10+320,240.9.55 m RT STA. 20e990.427, 9.81 m LT RADIUS POINT, R 3.0 In ca CURB & GUTTER REO'O TO COMPLETE UTILITY INSTALLATION ( TYP. A 1q+360-. 10+380 ST'A, ID+339,759, 9.OB m RT STk20�990938,9.71m RT RADIUS POINT, R 2,5 m BEGIN CONSTRUCTION STA,20e089 GREEN AVE. MATCH "EXISTtriG ---- SAWCUTREO9. 0 BENCHMARK TABLE L Q a d r- en I w L, � ? I tVxb tl 1 t- FF NO. STATION DESCRIPTION ELEVAPION 3 _ 10a304,559 TOP CENTER CONC.STEP N.HOUSE -256 299.729 NET CENTERLIAE LENGTH STA. 10+240 TO STA. l0ef20 160 m _ 302cS C i t 302 _ i 3 01 _. .... ,i ° a ° i _.. : EXISTN6 GRADE f r i......_ 30C I ! 299 _ 299 PROPOSED CRADE K 2L89 ? u I { 296 ' •. a • C YC 2900;m Y j d 296 a — 297 � W `.. t 296 • s s I i i { 296 295.:_ o w 294294 I , 293. . • . , 293 oar MT PLAN l a' PROFILE �1 , �Ii III �, i, 1-f® STATE SROJECT NO: ++e 1... 1 ' STA, 22- 12 N.STARR AVE. MATCH EXISTING SAWCUT REDD -CAUT I VIA CA 4 STA. 10-444,IT4, 11.13 In ;LT STA.10.465.68D,10.31m LT ISTA. SSTA,22+,011,017� 10.76 m LT 22+010.342,10.84 m RT RADIUS POINT, R 4,6 m t ji z fffUS POINT, R 4.6 m o + 0 10+440 k t0+460 10+4 8? 89'301147' E �A- 1� ml 0 STA, 10-525.7 LT STA, 10+532,2,00 LT ST. = CONSTRUCT 3.2 m RE CONSTRUCT 3.4 In RE AVENUE. I STA, 10+488.5 LT CONSTRUCT SAM RE (TO REMAIN) ----------- -- - 0+ Soo 10+520 10+540 N 89'56'53.0" E L------ E. FIRST STREET !ST�48 A710 + MOO. I0.72 m RT STA. 10-472.479. 1039 m BY SM22-9139.270,15.46 m RT CONSTRUCT CONCRETE STA.22, RADIUS POINT. IT 4,3 m SIDEWALK, WIDTH = 1.35 m 6' 1 RADIUS PANT, X 4,6 M MATCH EXISTING N CONSTRUCT CONCRETE SIDEWALK. WIDTH = LS m STA. 10-454.810 E. FIRST ST, TERRACE WIDTH L5 m STA.22+000.000 N.STARR AVENUE, BEGIN CONSTRUCTOR STA.22a581 S.STARR AVE. MATCH tTIN SAWCUT z -'7REI �IE& REPLACE EXISTING CURB & CUTTER (TYPICAL) SM 10-518.6 RT CONSTRUCT 4.3 In RE STA.24-0125 WILLIAMS AVE.\[ MATCH EXISTING SAWCUT REDD SrA,10-572932.8,41m LT STA.24-008974.6.99 m LT RADIUS POINT 3.0 In m w I � STA, 10+546.9 RT CONSTRUCT 4.0 m P STkIO-566,8 RT CONSTRUCT 18 . RE N -A o STA.10-5157.686, 9.76 m LT STA. 24-009,690, 7.78 In RT RADIUS POINT.R 3.8 m O 06 "If STA. 10.5T8246 E, FIRST �L FIRST STA. 24-000.000 WILL14MS AVEN NO. I STATION I DESCRIPTION ELEVATION 4 7�8-428on TOP CONC. j-apLhH9 -35INI COR IST'S 300,037 5 1 10+5%658 �IST/STAP I SET PSPK IN P/P SIN CDR EZT/lILLIAMS �297.647 STJ 'S X 3&40 VC 6L00 IT 299 299 LiS EXISTING GRADE VC z 54.50 In 298 298 Ns 297 t9 ni sea sa 297 ----- --- ----- ---- --- — ---- ----- 296 Mt w 296 295 . ....... .. -295 u 294 294 293 293 z -------- 0 0 u �3 10+ 20 10+440 10+460 10+480 10+500 10+520 10+540 10+560 10+580 10+600 j PLAN & PROFILE SCALE. 1: 500 HWY: EAST FIRST STREET COUNTY: ST. CROIX STATE PROJECT NO: 8940-00-02 SHEET NO: Wlo 1;003 ftry 20 UP lqqgl 1357 I I STA. 10-604A LT CONSTRUCT 4,0 n RE I STA. 10-646.8 LT REMOVE & REPLACE CONSTRUCT 4.3 m RE PYlVTlUr. rIPPA I MrtTPQ END CURB AND CUTTER STA. 10«770X00 ITIPICAD - - - - -- - -------- — ----- ss---- — — --- 0Y. 1042L±2 - , " N 10+640 10+660 10+680 10+700 10+720 10+740 - ------ 89'56'53.0' E 10 76 0 ti E. FIRST STREET 01 rOA alm "S --v -- — — - — :� r --- T N -CAUTION� REMOVE -8,"-REPLACE dr 20 FEB W94 3.139 0 END ROADWAY RECONSTRUCTION � END PROJECT STA. 10+791.233 STA, 10-796.316 E. FIRST STD.- ' STA. 25-OOD.000 PARK AVENUE 'I 0 ,, __.....,_. .._....,..,.. 1 _.__......_._ N S4'ST ' E �¢ k89 I x a F" 2 l qq STA. 10-785,74, IL62 In RT SPA.24-988.6L IO.83 m Li RADIUS POINT, 5.5 m CONSTRUCT CONCRETE SIDEWALK, WIDTH = L5 m m SAWCUT REDO TERRACE WIDTH c L5 m :� 'a FOR CURB RAMP INSTALLATION REMOVE & REPLACE P EXISTING CURB $ CUTTER m - (TYPJ + a_ a ® BENCHMARK TABLE NO. STATION DESCRIPTION ELEVATION T IOe805.316 TOP NUT HYO SE CDR E IST / PARK AVE,297953 11 PLAN & PROFILE I STATE PROJECT NO: 8940-00-02 s-\lr wsMr+eR 9606.P9lFa krb9A, 20 FED 1999113513 t$ 17 - 16 15 14 13 12 11 .ip $ •6 S �: �. 3 •2 1 _ D 1 2 3 4 5 6 7 8 ,..9 IQ �ti 12 Li , 14 t5 l6 •ti .. 16 o I ( t I ( 1 k i I k 5 I � o i 3q1 (M e t 300 II � 10+180 . I ( d 299 p r I I .298298 H , M _, .', { �,. .. u 300 k i = ,_ry a _ _ .._- - - - ,....} . 1 299 Ek — --k - - - - - __2AQX _ :.. us Iran E , _ 119 I t t :�w.: 9 ,.._3Dt ,... . _ _ .._ " P p d a � 10+140 � m N k 1 � , , ._ - _ 1 Fv Z.fi3Z :.- --' ---2;98X ---- -- ..`v ! _ SAQ�X . 298.,. ... ,.,_:. :. ,. .�k,._. ... :_:::: `.. -I ,::. ._.:- :_.., , .I;:::: i� 298 _ I 301 fi: I ` f 300 q(y ----------------------------- �. ,..298. ..! . , '_ ..: _ f :.. . _ . , �_ : t{..:.: .. I . '.f ` *� `^ , 298 Q1�301 r ' .. . _ 10g100 :. �- � � :.. - <�„ . ,., , 1111 ) ' I 3.26X: � :! t ZQ4I. — -- � �.� m � '- _ _.-E � : :._..299.. .. , :.. ? , , i_L 7 _ 299 298, LO - 9$ yy : I$ 17 16 6 !4 . L3 f2 ... II I6 ` 9 '.. 8 , , ', ` . $ 4 .:. , 3 `2 " ' 1 - Q f .- 2 ` : 3 d - 5 6 $ - ID 1! 12 Li 14 iS 16 17 IB CROSS SECTIONS NWY: EAST FIRST STREET COUNTY„ ST.CROIX STATE PROJECT NO: 6440 00 02 SKEET M ` 18 E 16 (. .. t 14 U i 10 _ 54 3 ... :.. ; _ I d 1 0 1 2 3 4 5 6 F 9 9 10 It I 12 13 t4 E5 16 17 I6 I { r 300, d 0.71% {. ..Ik n.a10+400 -T ..... ..._ , _..... , t .. . 299 ..._ �— ) i r 298 .. 1 I i, 299 .. r {{ i W 298 1 ... ._ . , .... .. ._ . t f ' _ ... 301 E j. --- _ ! I43X ; 1 4300 .275X . Io+3sO1 , [ I 299. m: 299, . . .... 1 :.: 1 .: ' . ti ` .. ..:::. .::: C �: e i _ �+ '�" f - r , � 298 i _.�..302 ....._ .. ..... ._ } ... ..._ ...a- , .. I .. ! t .1. ..., .�.... r 1 I ! 302 �_ �._ _ l I , E ::. '8 I t 1 i ! _301 . .. ... .- 1 301 _ I .{Il,Ia+340 2 00X -299Lop- ,299_ o "S ( I i P ff t i 302 301 Ia �Vtt 2 3Vo '.'._.299 ..... ._.� ____ _ �, d'4p i I _ _ 0 � 9 - $ ,.. �.. i :... ....:. i_. .. 19 t7 (6 t5 14.:. 12 L 14 15 15 17 I9 CROSS SECTIONS HWY: EAST FIRST STREET COUNTY: ST.CROIX STATE PROJECT NO: 8940-00-02 SHEET M ` 18 E 16 (. .. t 14 U i 10 _ 54 3 ... :.. ; _ I d 1 0 1 2 3 4 5 6 F 9 9 10 It I 12 13 t4 E5 16 17 I6 I { r 300, d 0.71% {. ..Ik n.a10+400 -T ..... ..._ , _..... , t .. . 299 ..._ �— ) i r 298 .. 1 I i, 299 .. r {{ i W 298 1 ... ._ . , .... .. ._ . t f ' _ ... 301 E j. --- _ ! I43X ; 1 4300 .275X . Io+3sO1 , [ I 299. m: 299, . . .... 1 :.: 1 .: ' . ti ` .. ..:::. .::: C �: e i _ �+ '�" f - r , � 298 i _.�..302 ....._ .. ..... ._ } ... ..._ ...a- , .. I .. ! t .1. ..., .�.... r 1 I ! 302 �_ �._ _ l I , E ::. '8 I t 1 i ! _301 . .. ... .- 1 301 _ I .{Il,Ia+340 2 00X -299Lop- ,299_ o "S ( I i P ff t i 302 301 Ia �Vtt 2 3Vo '.'._.299 ..... ._.� ____ _ �, d'4p i I _ _ 0 � 9 - $ ,.. �.. i :... ....:. i_. .. 19 t7 (6 t5 14.:. 12 L 14 15 15 17 I9 CROSS SECTIONS HWY: EAST FIRST STREET COUNTY: ST.CROIX STATE PROJECT NO: 8940-00-02 SHEET M 18 � 17 16 B5 14 13 ° :.. 12 It : 10 4 - 8 t 6 5 4 3 ., . i ! 0 B 2 - 3 4 • 5 6 r t : B ° 4 IC IB i2 13 E4 •15 16 .17 18 , I , saB i Y � sal. x Q� i � 10+520: 299 -.:. '. Lop � 248 . Y . I t k .. , .. m .__ _ _ 3aa i 10+500 4 040 .299_..._. _ U4 p i 235 _ Y j � i { I Y 4 i I � • w_ .m 301 4 .. 7 1 ! f 1[ m 4 3ax : d ' 294.:.. - - -:� - - } _777- 1 � Y I I 298 e I 1 f a, N { r j I L-30 _1 i. m� �' ° 4 2sx. N i �:. 0 04O f . ].. . . 299 (( 4 I f } } `298 .!...... . . _, �.,_._ d _ I�: _k. � 1 ,ga f _ � ' f ( } I 298.. 301 : " ' i j � •,S m ' � � � � i � ::_3aa _ . . . . .::_ �. _: , .,;..:.. _ , ..�-? _, _-_ ` a _ ry o w 3aa..: 4, ' 1 .... .. t ! -� L305X N Q { �.. W to 1 i 60 m . . , ..� - . , ._ -" _ _ .299. .'__299. . 1 f { t - __ a 4 _sue LO m (f �y 2 - IiI '.17 16 15 14 13 2 11 lo.9 t�' 1 5 '.1 3 '.. 2 -`d O - i 2' 3 4 S :. 6 Q,-;.f. 8 '.,..9 :: BO ''. 1 12 13 14 LS :: 16 17 --88 CROSS SECTIONS I HWY: EAST FIRST STREET COUNTY: ST.CROIX STATE PROJECT NO: 8940-00-02 SHEET M . 18 17- 16 15� 145- 13 12 it -: !0 4-- 8 -.-7 6'.. 5 ,.4. 3 -'.2 1-" 0 ':-1 "2" 3 4-: 5 'P6 7 -' 8 ':9 10 :-11 12 -i 13 -'. 14 15 -I 16 :.17.:. 18 1 301 m _ 10+620 2229494 __ -2QX O �Q6 2pC .. ... 298298 .. 300 ___- 10+600 -------- ..:..'...... 298 ..,'..::.:.... 30991 _301 10+571 � oN . 300 ___ -------------- Moz OoX .... 301 300 0 660 10+560 -___ 2.00X 2.00% �294 299 .::...m 249298 306m300 - 10+54 ____-______ 299 °a 7:4.o : A ...298 . , .. .: . '. ::. . , ¢:.::, . :.. .. :.. :.. , _ :.:_ �-- , _ LLO m 233 .._. 2 17 16 15 14 - 13 : 2 11 .- 10 4' B - 7 6 5 4 3 2 1 -. 0 1 2 3 4 - 5 .: 5 7 - .. 8 4- 10 11 12 13 :14 15 !6 17 18 CROSS SECTIONS HWY: EAST FIRST STREET I COUNTY: ST.CROIX STATE PROJECT N0: 8940-00-02 SHEET I M 1 It 14 13 10 -iP [t• 9 86 S 4 3 • 2 1 I f 0 1 2• 3 -4 6 7 IP-= & 12 I 3 14 15 16 •17 18 -. ( t _ ( 1 , f.�_ 1 , 1 l , r , : 1 k i i , 1 i 1:.._298 :.l.. ". .. ., .._ , ._,.:..._ • t._ . 1....._�.::;: =o �"'m �.o +, . 298::. I o � o. i ^ 10+78 � "1_297 .. . ;.. ., _ ._._.-1 _. . { H lw : + 4.71% . . `L28X I N .3 _ ': j : 1 ,. , 297 I[I[ [ .._ 296, � .. ; . ... >.., ... ._f... _ . � A.:. v_ � .._ 1 .... �:.� � ...,•._ . + m�i {7 '', � r 1 � w , . c, � ' t -1 I 1 l �. k( p 1. 1-299 +, C 299 ti j __ Ii 296._ 3 Sai 2 a0X - i ` - 1 ,-!• �.a o 297 I_! 246 296 _ i t i 299 298... 10*740' + .�..297 _a b-- f { �- lea 0 I i I `Lb m 297_. 1 , (( - , 0 m � 1 m _ .a [: C 1 _1 � i �LO m 796 � IB '. 17 ` 16 : 15 ' 14 ° 13 '.:.. 12 ! t0.. ..:. 8 ..". .:... 8 :. 4 . .. 3 , '- , ..:1.:• Q — I ' 2 -' 3 ° p ` S 6 P a . ' 8 '. 9 • • IO tl 12 13 14 15 16 , 17 IB CROSS SECTIONS HWY: EAST FIRST STREET COUNTY: ST. CROIX STATE PROJECT NO: 8940-00-02 SHEET FA