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Home My WebLink About2003 70.00MM1 .pdfINDEX OF SHEETS PROJECT DESCRIPTION ISFIE ;-IJ '1S TU—fAL 92E3` SHEET! NO. SHEET! NO, I TITLE STANDARD ABBRFVIATIONS AND DETAILS ST. CROIX COUNTY CTH "MM" FROM BJERSTEDT I NI LO APOLLO RD. SHEET NO. SHEET NICL ESDVATES OF QUANTITIES 7-3 MISCELLANEOUS CUANT[TES, TYPICAL SECTION CONSTRUCTION PROJECTCLOMMI NUMBER O 7 SHEE r NO, - RIGHT-- OF -WAY PLAT HIGHWAY DEPARTMENT YEAR OF CONSTRUCTION 2003 SHEET NO. 4-8 PLAN AND PROFILE S 14,F T NO. - STANDARD DETAIL DRA%VNGS sill LET NO, CHET', NO - SIGN PLATES STRUCTURE PLANS PLAN OF PROPOSED IMPROVEMENT SHEF, I NO, - COYPUTER EARTHWORKS DATA SHEET NO. 9-23 CROSS SECTIONS C T H F S T H 35 ROAD TOTAL SHEETS --- 23 DESH3N DESIGNATION A.I.T. 2000 = 2300 AHD.T, 21320 = 3500 D,H,V. 2020 = 425 D, = 50/50 T(% OF A,D.T.) = 77 V. 55 MPH ESAL 3EGIN PROJECT. STA, 130+00 CONVENTIONAL SIGNS COUNTY LINE COMBUS TOLE FLUIDS (UNDER PRESSURE) T AQN- CORPORATE LIMITS 'Z/ZZ./Z--/Z--S/ZZ/-' UNDER GROUND UTILITIES PROPERTY UNE GAS ELECTRIC E L07 LINE TELEPHONE LII,4TED HIGHWAY FASEYENI SERVICE PEDESTAL CABLE BARKER EXISTING RIGHT OT WAY POWER POLE LIE NEW RIGHT CWAY REFERENCE I-N'F. TELEPHONE SLOPE INTERCEPT RAILROADS ORIGINAL GROUND PRORLE MARSH EXISTING ROADWAY OR PRIVATE ENT. WOODED AREA CUILWRT IN PLACE RIGHT-CF-WAY MASKERS CULVERT REQUIRES OVER HEAD LINES O.H, CULVERT REQUIRED PROFILE 0 ED FENCF LINE C.T.H. IMMI P*T. CROIX COUNTY COUNTY PROJECT NUMBER 70.00MM 1 O 1�94 201 PIERCE CO. LAY OUT GRAPHIC SCALE 0 2000 4000 saw� ( IN FEET ---Nmdlcowx-- TOTAL NET LENGTH OF CENTERLINE = 1,25 ML END PROJECT STA. 204+00 T - 28-N m COORDINATES ON THIS PLAN ARE REFERENCED TO ST, CROIX COUNTY COORDINATES SYSTEM S7, CROIX COUNTY DATL, RICHARD KING (HIGHWAY CHAIRMAN) DATE TIV RAMBERG (kGilIYAY CCIPYSSIGNER) ORIGINAL PLANS PREPARED BY ST, CROIX COUNTY HIGHWAY DEPT, -77— &G4ATLHL ST. CROIX COUNTY HIGHWAY DEPARTMENT R,.-,V3CN PREPARED BY ,-FFREY S DURKEE P.E. CRAFTED 8Y C'�ECKE0 BY TIM RAMBERG COUNTY HWY COMMISSIONER 2 IT* 0.02'/FT t 002E/7 3.5' ASPHALTIC COHC, PAWL TYPE El EXISTING REFERRED TO ON PRORI,E EXISTING GRANULAR SUBBASE TYPICAL FINISHED SECTION (MINOR RECONSTRUCTION TYPICAL) CTH M M 11 (STA. 138+00 146+00) (STA. 1534-00 159+00) (STA. 170+00 204-00) 20' VN CLEAR ZONE a - - 2' - - , 4' TOPSOIL & MULCH 7.82' FFRTU-IZE & SFD WIN 6' SALVAGED TOPSCI & MULCH SIrD & FERTILIZER j" PONT REFERRED TO ON PROEII E. CRUSHED ACC. BASE COARSE SHOULDERS g 3,68' -- FERTLIZE &SEED Z-FILL MATERIAL AS NEEDED IN FILL AREAS - 8' CRUSHED AGO, BA S E COARSE (wo t KING} 12- DEPTH GRANULAR SUBBASE PULVERIZED AND RELAYED EXISTING BASE AND SURFACE 20' MIN CLEAR ZONE BAT' FERTILIZE & SEED 10,02'/FT— —CXPI� 4., 4,35' 4' TORSC)", & MULCH 3- 3ASPHALTIC SEND. PAVT, TYPE QV As 6' CRUSHED AGG, BASE & 2" RECYCLE EtF 12' DEPTH GRANULAR SUBBASE TYPICAL- FINISHED SECTION (MAJOR RECONSTRUCTION TyOCALL_ CTI-i "MM" (STA. 146+00 153+00) (STA. 159400 170+00) VARIAME 12" MIN 24' MAX. 2-l' r"T 0 02'/F T 6" CRUSHED ACC, BASE NOTE,: 2' ASPFIA.?TIC CONCRETE PAVEMENT, TYPE MV OP EXISTING PAVED DRVFWYS ONLY. USE 5- TOTAL DEPTH CRUSHED AGGREGATE ON EXISTING CRUSHED AGGREGATE DRU-1s, TYPICAL SEMICIN FOR PRIVATE DRIVES AND FIELD ENTRANCES - SEED & FERTILIZER - SALVAGID TOPSOIL & MULCH 21' STA..38+00 --- 204+00 MATERIAL YARDAGE SUMMARY 12,400 C.Y. UNCLASSIFIED (CUT MATERIAL) 6,650 C.Y.-UNCLASSIFIED (FILL MATERIAL) 5,750 C.Y EXCESS (GLOVER RD. WO)ENUG) _B,300 CY GRANULAR SAND (SANDLIFT) 6,700 C.Y.CRUSHED AGO -RASE COURSE N.A. TOO ASPHALTIC BIT. PAVPIAENT CULVERT SCHEDULE STA. LOCATION LENGTH/SIZE END 157-95 CL 2-44'X48" CHIP 4 - RED I 'D 169.75 CL, 4B'X72' ARCH 2 REO'D 191+47 CL 48,x48, CAP 2 REO'D 198i9? CL 44'X24" CAP 2 REO'D 203,10 CL 2-46'X42" ARCH 4 REO'D 203,75 ST. TREATED PLANK LOAD SPREAD (WIDENING) SAND 1 20,4 FT. PER 12YD, LORD PER SIDE AM BASE 383 FT. PER 12YD. LOAD PER SIDE LOAD SPREAD (CONSTRUCTION) SAND 5,5 FT, PER D -- PER SIDE AGG- R/DSE-12 FT, PER 121YD�D LOAD I= SIDE I MOOMN'll 12 OF 23 1 TYPICAL SECTIONS .UTILITIES DIGGERS HOTLINE TELL 1-800- 242--8511 AMERITECH-FlBFR OPTICS AND DISTRIBUTION 304 SOUTH, DEWEY ST. FAIL CLNRWIS. 547DI TEI-, 1-715-B39-5565 ATTN. ECK `0'OLAK ST CROIX VALLEY NATURAL GAS CO, 212 NORTH MAIN ST AVER rALLS, VUSC, 54022 TEL. 1-715-425-6177 EXCEL ENERGY CO 12DI LIVIN5STCNC READ HUDSON, WISC 54016 TEL (715>-38r,4792 ATTN. LISA RAINBC0 WILLIAMS PIPELINE CO 2728 PAIICN RD, ROSEVI-LIz- ' MN. 55113 TEL (651)-635-4273 ATE, LIZ BABCOCK ST, CROIX ELECTRIC CO --OP 1925 ROrIWAY S7. HAVIVOND, WSC. 54015 TEL. (715)-796-7000 ATT. LARRGlLSRTSCU NOTE: EROSION CONTROL ST. CRDX COUNTY HOLY DEPARTMENT P'O' Box loa EROSION CONTROL MEASURES AND STRUCTURE.' 1150 OWS ST REFERENCED IN THE PLAN AND PROFILE SHEETS HAVMCND. V. 54015 REFER TO THE WISCONSIN COUNTY HIG�f%VAY TEL (715)- 796- 2227 ASSOCIATION'S `STANDARDIZED EROSION CONTROL AT�N, I" RAM3IRG. HWY. CCVVISSiCNR REFERENCE PLAN" ON FILE VATH THE VOSCONSIN DEPARTMENT OF NATURAL RESOURCES, -SDEFal 1,) UNCLASSIFIED FILL MATERIAL REPRESENTS TRUCK MEASURE ASSUMING A 207 FLUFF FACTOR. 2,) CRUSHED AGGREGATE BASE COARSE MATERIAL QUANTN SHOWN ABOVE DOES NOT INCLUDE SHOULDERING MATERIAL, AS THAT PORTION OF THE WORK WILL BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT 3.) MILLING AND CRUSHING EXISTING PAVEMENT AND ASPHALTIC BITUMINOUS PAVING 10 BE PERFORMED UNDER A SEPERATE A.U.P. PROJECT, THROLGH HIGHVAY AD 60 W 2z SHOULDER WIDTH OR Y MIN 101 TAPER THIS COTTEN- LINE IS ESTABLISHED 3Y A ID I TAPER EXTENDED FROM THE BACK OF THE CURB END LOCATED FARTHEST PROM THE THROUGH HIGHWAY. -TYPE "C" INTERSECTION GLOVER ROAD & MANN LANE MESICNII MAY PC INTERCHANGEABLE IN CI]MBINATICY4 OR SEPARATELY FOR ANY CNE CI`PLF.T,' INTERSECTION DEPENDING UPON INTERSETION ANGLE AND SURFACING OF EACH APPROACH RCArVAY, WHEN THE SIDE READ IS PUT PRESENTLY PAVED, PAVEMENT SHALL BE PLACED Fn THE FAMNS SHOWN UNLESS, OTHERWISE PROVIDED IN THE CONTRAST, WHERE THCONCTRUCTICN LIMITS ARE BEYOND THE PAVING �INITS, CRUSE ACGREGATE SURFACING SHALT_ BE PLACED BETWEEN DIE PAVING LIMITS AND C.CNSTRUCTICN LIM17S WHEN IHE SIDE READ IS PRESENTLY PAVED, NEW PAVEMENT SHALL BE PLACED 10 THE LIMITS 0" CFSjCN AS SHOWN AND BEYOND, IF NECESSARY, FIT MEET EXISTING PAVF.V-,,NF' WHP4 6FE SIDE ROAD IS THE CONSTRUCTION PROJECT, TH, INTERSEC71ON LIF SURFACING SHAG , THE CAME AS FG3 TI-E PRO -'-:CT, 0 EXISTING SURFACE RADII DIMENSIONS FDR TYPES 'Bl','D AND 'D' INTERSFCTIC'NS Q RI RD �7O 7I-BD 47 6o 91-100 ED 55 70LOOMM1 3 OF 23 DETAIL SECTIONS SUPERELEVA"DON DIAGRAMS 4 OF 23 1 0 In 0 r- � 6 O 0 Q f- ID r� 'D 00 0 IQ In In 00 In 00 0 CD In 60 zn In � Q 0 In F, CT , m m 00 C n M In m m 00 T, � � z 0 In I- e Uo m n v 5 16 16 In n 0 N r-� rl� 06 06 m IN rlz C% m n rl: C6 ID tl In � 6 c6 n �:: 6 rl: m m v In 16 "i � o C N 4 M I .-':m 'i C,� � 11 n IN 0 140+00 141+00 142+00 143+00 144�+00 1464-00 147+00 148+00 149+00 150+00 151+00 152+00 153+C EDITH NELSON bblo-qm mmmmmlk��,- NOTE UlILMES NOT SHOWN ON PLANS FLELD LOCATE PRIOR TO CONSMUCTION LYNN W. & PRCPOSE-D RT CENTERLINE JUNE BROSI 0 ol M 0 m M. -0 to M m 0 'D ED N 0 EN `0 ME ED all N 0 C1 0 m UT m 0 w m n c� M ED n CE m fN ED 00 N Iq 0 n � 0 (N m a; 06 C6 t6 E6 tfi vi �i rvi 16 In tN EN.N cl� c� "i C6 CO m 0, 'i 4 c� j6 m to m m 4 0 00 00 00 00 00 00 00 cc cc 00 00 00 00 00 00 00 0 0 00 —NICKZ.m M-M m a, m m MR (m Mm M�m M-M M-M m m M-m- mm M�m Mm mm m m M-- al m m m ED MM m M-- m ED 'T, m Mm M�(D m m M,M m a, M, 32+00 153+00 - 154+00 155+00 156+00 I 157+00 - 158+00 159+00 I'm 160+00 -M-M- 161+00 -91 162+00 163+00 - 164+00 165+00 166+00 1 167 910 905 900 895 NE —NW �ZFr -qA FAMMA L YNN W. & JUNE BROSI CTH MM (70.00MMI) 16 OF 23 1 PLAN AND PROFILE 9451 m C 00 n 0 m 0 w 1 0 00 0, `0 00 0 m 0 P) m m M P� CP 0 m 0 ui 0� m 06 CO 6 ai tp r� tl� f,� c6 r,� C6 c6 m c6 o6 m m m m m m 0 0 m 0 0 C5 N N n n n IN N M n n M,M m m Mm m 168+00--no ------ 177+bo 1�t+oo 1�9+00 180+00 187 +C NOTE: CULVERT ELEV. TO BE SET BY PROJECT ENGINEER