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HomeMy WebLinkAbout1960 S1298(3)tk INOIOF SHEE TS SHEET No. ME SHEET N0. 'YPICAL CROSS S£CT10NS SHEET No..STIMATF. OF QLiANTITIES SHEET N0, AISCELLANEOUS QUANTITIES SHEET NQ EIGHT OF WAY PS -AT SHEET Na BAN AND 'IIOIt *0ft_E 01%. 0+31 ITA. 294 + 92.0 SHEET He STAWAM MT^ Sits SHEET Np DRAINAGE STRtK'=TURtg INMT 11K come an 1 NTION AS STATE _._ - TS IN PLACE...-----.....k=====_=====I GOUT E :TS REQUIRED ---------- - TO' LET ........... -- SFr �Ili� — r111►Y - POLE NE%.t - ;-s OF NE - - )NE OR TELEGRAPH POLE__. ,. PR) R wo , _ — WAY MARKERS ......... LI _ _. VW IF v *� °. r eA� _ _ _ ICE STAKE FOR HUBS ONLY. _ • ._ COITE 3 ------ PRI ZK p,Y OR _; F TR Ea FVATION.............. LT M IN _.. RAlgp�J- �ftVE'r 1,'" _ to SA!F S - ATION_-.-•_--- - oaTUM LINE ti STAT OF WISCONSIN STATE HIGHWAY � MMISSION OF WISCONSIN PLAN AND PROFILE OF PROPOSED U.S. H. 63 �— CeT H. "D" ROAD C.T.H. DD" ST. f ROIX COUNTY PRO �ECT S 1298t 3 BEGIN PROJECT S 1298 (3) SEG. 5, T- 29-N, R-16- W N 1 IN. 100 RT. SCALES OFILE NOR. f IN. —too FT. VEST. 1 IN. — 1 0 FT. SaCTiO(VE VERT. 1 IN. — 5 !T. END PROJECT S 1298 (3) STA. 294 + 92.0 APPROX 12.1 FT. WEST OF THE N.E. COR. SEC. I, T-29-N , R•16-W COUNTY "OUTS CUSS AND ASRSSYSRR AND L AND HWNWAY "cum STATE FEDERAL R[a DIrI[I 55.6 1298.0 11.3 • WIS. t I STATE HIGHWAY COMMISSION OF WISCON MADISON. WIS .CO.- SURV[YOR sTCROIX CoNOT[ Sooq DIVISION COMPUTERST.CROIX W M O. CNEC DISTRICT CHECKER-P..T.8. - CORR[CT. ;. I ( CORRECT: DATE B/c�./�iO DISTRI � I RECOMMEP40ED FOR APPROVAL: DATE.I�/ t Ae ENSINC Rp C LAYOUT APPROVED: O 1 2 SCALE �:p �J Q L /�/ DATE- _��vfv0 .STAT[4 iL'44^� NION MILES • DEPARTMENT OF COMMER BUREAU OF PU YLIC ROAI TOTAL; NET LENGTH OF CENTERL NE ■ 5.590 MI. APPROVED: ESTIMATE OF QUANTITIES THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN —EDITION OF 19'V CONTRACT NO.--!---- I rmmwr S 129s ( STATION TO STATION MET LENGTH Or CENTER Lim ONE! o CORRUGATED METAL... CULVERT PIPE =MUM== .�=�=== 01,0+30 TO - �rir�c�� - rr��®®��o�mm©ommm©�0®m®�rrrrr■rrrrrrrrrs..rr ■� �ri����■rrrrr��r■rrrrrrrrrrrr■rrrrrrrr�rrrrrrrrrrrrr■�rrr■rrrrrrrrrri ■i■iir�rr��rr�r��r�rrrr■rrrrrrr■rr�r�rrrr�rrrrrr�■rrrrrrrrrrr■rrrrr�r ■� rrriir�r■��rr��rr�rr�irr�r�rrrrrr�ririrrrirrrrrrrrrrrrrrrrrrrrrrr�rrrrrr■� ■i �ri�rrrr����rrrrrrrrrrrr�r�rrrrrr�rrr��r■r�rrrrirrrrrrrrrrrrri■rrr■rrr ■i rr�irrrrr��r�rr���rrrrrrrrrrrr■rir�rrirrrrri�rrrrrr�rrrr�rrr�r��rirrr 'ii �rir��r■�rr�����rr�rr��rrr�rrrrr�rrrrrr��rrrrrr�rrrrrrrr■rririrr�rrr■ t HALF SECTION IN FILL RALF SECTION IN CUT TYPICAL FINISHED SECTION GRANULAR SUBBASE COURSE = 146 C.Y. / STA. (INCLUDES 15 % SHG-) BASE COURSE - 75.7 C.Y. / STA. (INCLUDES 33 /% SHG) NOTE: BITUMINOUS SURFACE AND GRAVEL SHOULDER SURFACING NOT A PART OF THIS CONTRACT. HALF SEC. IN FILL HALF SEC. IN CUT TYPICAL SUPERELEVATED SECTION GRANULAR SUBBASE COURSE = 146 C.Y. /STA. (INCLUDES 15% SHG.) BASE COURSE = 75.7 C.Y. /STA. (INCLUDES 33 Ys% SHG.) NOTE: BITUMINOUS SURFACE AND GRAVEL SHOULDER SURFACING NOT A PART OF THIS CONTRACT. SUPERELEVATION DATA OWNEE OF CURVE SUPER1 0 1 E I F I G H RAN& 4. 00 / FT. 3.20 1.60 .38 .64 2.66 5.321.09 1.60 150 r MAL.r StG I IVN IN FILL HALF SECTION IN CUT TYPICAL SECTION FOR TOWN ROAD CONNECTIONS BASE COURSE n 41.4 C.Y. /STA. (INCLUDES 33 A % SHG.) STRUCTURAL Mi • PLATE ARCH aohc a'-oW" b ;n it — - DETAIL FOR FOOTING OF STUCTURAL PLATE ARCH CHANNEL STA. 14jiMW )0-0� PRO, JIa STA. 223 +63 CONST. F. E. LT If It I STA. 236+96 CON ST. RE. ON LT. 1-24N26tMCP. READ. G. JAMES GSCHOLTEN a CLAUDE A. BOOTEN 1- 36 X22 X26 C.M.P.A. REQ. - - +I qt +I GI (ODI 1) CLAUDE A. BOC + + x x xj I � i 33' I 5k�i� 50' a 0'; 5d i x J ��[[ , f,T � � -- T -- _ x �-�C -- -d'+� ---- - x x x x x �- --------------------------------------------------- -- - --------------------- --- ------ - -------------------------------------------------------- -- -- ---- - d @9 43E -- -----------� -------------- J�------------------------------------------------------- - - --- -- - -- - - --------------- -- --- - - - --X _--------------Y_------------- ---- -- ------------------------------------------------------- ---- ------------------------------- ----- - -- r X - x x x -6 x i+� �� �" - NORTHERN STATES POWER -GO. I- -Jam— NORTHERN- STATES - POWER CO. 10d i I `J allol STA. 236+96 ROBERT L. DORWIN +ALDEN B. YOUNG CONSTFE. RT ALDEN B. YO J O O 210 215 220 225 230 235 240 Z, BENCH MARKS N0. STA. DESCRIPTION 1 B 216 + 58 TOP NUT, N.W. LEG OF TOWER 809 36 RT. 19 229 + 79 TOP NUT, N.W. LEG OF TOWERS 805 37' RT. NET LENGTH OF CENTERLINE- STA. 210+00 TO STA. 240+00. 3000 LIN. FT. - - - — -- - - - t - UT 484f 1 C.Y. ( - -- - — - - - - - -- - -- -ILL-372 E C.Y'Ri L� - -- - — -- -- — - --- — -- HR- -AoY -- j 1 240 - --- -- -- i — - - - --- - 230- --- 220 04 — - r Z. C a• r -- C ,400' .C. 1 I n - - - - - - - - -- -- -- f o W -a—- Z 61 00 4 - :_ --- --- - - — — - --- -- --- 300P1v C- • 19 + _ ;=7_ I . ~ d O 01 d m m G^► - L �N * Yl °� 1Q r' j r4 Q ti p1,- N �p �a w w �a om .., a � d v' J 8 Q O t t. lQ� 00 -O _!_- N N NN N �M cm a- Q t li lV N N Ni`i N N N. NIN N N N N N NN N -.- -N N- �n -s �- - -9 9 I 4 - �S - — _- --- — �— d_ _- -_ __-_ - 2 0 1 2 4 235 6 T 8 _ 9 240