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1955 S0554(8).pdf
' INDEX OF SHEETS SHEET N0. I TITLE SHEET NO. 2 TYPICAL CROSS SECTIONS SHEET N0. 2 ESTIMATE OF QUANTITIES '�� S'►�EET N0. — MISCELLANEOUS DUANTITIES SHEET NO. — RIGHT OF WAY PLAT ¢�HEET N0. 3-6 PLAN AND PROFILE STA. 0+13 HEET NO. — STANDARD DETAILS SHEET NO. — DRAINAGE STRUCTURES SHEET NO. — CROSS SECTIONS �k :1 TO STA. 210+79 STATE OF WISCONSIN • PLAN ANO PROFILE OF PROPOSED S. T. H. 64 - C. T. H. "H" R 0 A D C.T. H.��T" -• • --• � BEGINNING AT THE SOUTH I/4 CORNER OF SECTION 26, T-31-N, R-1T-W, THENCE NORTH TO THE NORTH I/4 CORNER OF SECTION Ii, T-31-N, R- 17- W. • PLAN 1 IN. = 100 FT. SCALES PROFILE HOR. IIN. = 100 FT. VERT. 1 IN. - 10 FT. PROD. S0557 (7) STA. 0 + 00 TO STA. SECTION I STAR PRAIRIE STA. 173f-04.44 TO STA. 173+ 1757 EXCEPTION TO NET LENGTH OF CENTERLINE R- 17- W OLK S s R�I END OF PROD. S0554(6) STA.210+79 = STA. 106+29 PROJ. S0557 (8) EER PARK ' 13 L—I T. '" I 1 31 I A 24 N• 25 3 MOND SEC.TI^N 2 CONVENTIONAL SIGNS STATE LINE_.._....__-._._.._..._■� �� �� CULVERTS IN PLACE.............r_=_==_===-=1 COIlNTr" t.INE.--....-_...--•-.-__----�..,���.� CULVERTS REQUIRED.----------F---- TO�N5PIsP OR RANGE LINE.._..__-_._._._. DROP INLET.......................oQ.-:::_: _::: � SECTION LINE.--•-------•------- POWER POLE----------------•-•- -•--- -- ---.� NEW RIGHT OF WAY LINE._.._____. TELEPHONE i,'`{ TE! EGRAPH POLE...--_-._._..� PRESENT RIGHT OF WAY LINE.._._.—.—_..._—_ RIGHT OF �:cl.t wir,RKERS--... -... � �� WIRE FENCE 1WOVEN_-..-_._.__..—.�„_-_ RE�EREhvG STAKE FOR HUBS ONLY..... zS'-9 �- 9AABED.--- ....----:..._■-rr AbAi?SH----....-----------------•-._-}`' _,i:.:��r'i"r-i� �; LOT uNE-—•-----•..................-----_.._.--- H�a�e.. _.--------- ---------- --- - - - ��- v v v .-. v .-. `.= •- CORPORATE OR CITY LIMITS_-...1/////�lll,� TREE,,._ ___:,�?t ;,fir ;,�I (�4� PROPERTY LINE................__._.—_.y4_! �2.6 m� M TRAVELED WAY OR P.E..............:..:._____=' GFs��3:,ii�IJ E�EVATfON_.----...---.oaTUM IN ^-- RAILROADS___________________________ w BASE OR SURVEY LINE R OE EIEVAtI � �' BEG, OF PROD. S0554 (8 STA. 0 -F 13 LAYOUT U I /'l t f' M 1 SCALE ►-=-�--; �� • �► TOTAL NET LENGTH OF CENTERLINE ■ a.fle T bll. _..-_-__.._. G N ON•_-•------,-- _DA UM LINE _ i 4(I o+I I E COUNTY ROUTE C1A55 AND AGREEMENT FEDERAL gN� AND AND DIVISION NUMB HIGHWAY SECTION STATE FEDERAL OFFICE WIS. 5 5.6 5 5 4.0 I I. 8 4 i STATE HIGHWA COMMISSION OF WISE MADISON, WISCO� �1!RVEY OR 91. �'f•VI)< GVUNTT NOTE A n ISTRICT COMPUTER �• P. K. M, O. Ci DISTRIOT CHEC KCR W E. H. Cf1RREi CORRECT: ��� pgTES 5 5--�0��—, OISTRI j RFCOMv1Et-1JED FOR .�%t'?OVAL L.1TE�� �� tNeiNEI I � APPROVED:'�/ A `- STATE HIG DEPARiMENI' OI CON BUREAU CF PUii LIC APPRQ4'LD: _.�.-.-.,,�. � � - --- — - — oisTRl SC ESTIMATE OF QUANTITIES THIS PROJECT IS 7U EiE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN -EDITION OF 1951 APPROVED JANUARY 23 1952 FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED JANUARY 31, 1955, AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS. I CONTRACT N0._ __ � i ,�. � S0554(B) L � �' , NET E%CAVATION TRAFFIC GUARD FENCE BITUM. GGRE- BITUM. TOPSOIL CULVERT PIPE MARK- FIN- OBLIT- BOUND ROAD GATE MAT'L. STATION LENGTH CLEAR -GRUBS- SAND RIP- MARK- ER FOR PER- ISHING RATI BASE MIX FOR TO OF ING ING GRAVEL RAP ER POST BITUM. �- TIL- SEE y ROAD- OLD COURSE OSTS FOR SURF. ROAD SURF VAGED IZER STATION CENTER FILL WAY ROAD R MIX OURSE T�LINE � SURF. ITEM-Nl� 2101- 210I- 210 - 210 - 210 - 2110-I 2114-I 2116-I 2204.1 23 2SI2-I 523• 523- �3 -4 2313-I 2313-2 2313-3 252B-I 2528.2 2531-I 25 UNIT IN. FT C. Y C. Y. C. Y C Y STA. STA. C. Y. C. Y LIN. FT. IN. FT. IN FT IN FT. IN. FT C.Y. Mi. FT EACH EACH S.Y. C.Y. GALS. SQ YD. SD.YD. CWT. SO 0 t 13 TO 210 t 79 21,052.87 9 630 47,12 2,670 51,660 it 1 l5 �J I'' -I" 3=0" 10-0" I-I/2"BIT. SURFACC CENTERLINE — I/4" PER FT SLOPE 7 4" TRAFFIC 80UN0 BA9E COURSE � I � POINT REFERRED TO ON PROFILE Y"BA9E CpUR9E IN PLACE HALF SECTION IN FILL HALF SECTION IN CUT TYPICAL FINISHED SECTION EDGE OF SIDE ROAD PAV'T � LL END OF a HALF P_ LAN FOR CONSTRUCTION mN � HALF PLAN FOR SIDE ROAD WITH SIDE ROAD WITH BITUMINOUS SURFACING GRAVEL SURFACING 5 � 50' RADIUS _ SEE RURAL 8 URBAN DES- I IGN STANDARDS IJAN. 1949) FOR RADII FOR OBLIQUE ANGLE INTERSECTION. GRAVEL 2' MA%. I SURFACING 2'MAX. E5' BITUMINOUS � 25' `e- SURFAOIN6 BITUMINOUS _C SURFACING BITUMINOUS - PAVEMENT E Yq X. it 1 l5 �J I'' -I" 3=0" 10-0" I-I/2"BIT. SURFACC CENTERLINE — I/4" PER FT SLOPE 7 4" TRAFFIC 80UN0 BA9E COURSE � I � POINT REFERRED TO ON PROFILE Y"BA9E CpUR9E IN PLACE HALF SECTION IN FILL HALF SECTION IN CUT TYPICAL FINISHED SECTION EDGE OF SIDE ROAD PAV'T � LL END OF a HALF P_ LAN FOR CONSTRUCTION mN � HALF PLAN FOR SIDE ROAD WITH SIDE ROAD WITH BITUMINOUS SURFACING GRAVEL SURFACING 5 � 50' RADIUS _ SEE RURAL 8 URBAN DES- I IGN STANDARDS IJAN. 1949) FOR RADII FOR OBLIQUE ANGLE INTERSECTION. GRAVEL 2' MA%. I SURFACING 2'MAX. E5' BITUMINOUS � 25' `e- SURFAOIN6 BITUMINOUS _C SURFACING BITUMINOUS - PAVEMENT E Yq X. I II � i ;of01 a t �o W J K a is � M P.L- STA. 53t19 rrcv�. ovoo•r�ol AZ.- 179°47' 30 35 `" 40 45 50 I I 55 60 � I � �1 � i 1 I 1 � I921 1�1 ILLI � - �_ - i-- - "i- __ -_-_� � -w - �-- - - - - - - - - -/- — - �--- / - � - �- - � -� —i— --r►- f 1 I t I -- - - - - - - - - - - _ _ _ - _ -i�_ - _ _ - _ _ _ - - - _ _ _ _ _ _ - _ _ _ - _ - _ _�N _\� _ _ _ _ _ - _ - - - - - _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - � - _ _ _ _ - _ _ _ _ _ - _ _ _ - _ - - _ - _ _ _ _ - - _ _ _ _ _ _ - _ _ _ _ _ _ I _ _ _ _ _ _ - _ - - _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ 1 T_ . I I I 33' 1411 Ipl i I in) I1�1 ICI � 1~ I �� � NET LENGTH OF CENTERLINE STA. 30+00 TO 60+00 3000 LIN. FT. - --- - - - - - - - � - - - --- -_ -1 � _-_ - -- -- -- _ - - - - - - _ - - -- - - --- - - - -_ I TA_ 51+ 8 -- - - - - -- - -- -- - -- - - - ---- — _ -- -- - - - - - - -- - -- OGK MA NR ABU -- - - - I -- - - — — -- - — - - I I - - - --- — -- _ - -- - - - EADIROO 41 _ � - - :iTA. 37t 7 --- _- ---- _ ---- - _ --- --- -- - -� - PRE EN7 6RA - - DWY� I51 - - --- 13 - - 1 - -- �— -- � PL G�-- -- - - - -- - - - - - — - ---- _ _ _- -- - - -- -- -- _:_ _ _ - I 1 - = - _ - -- - - -- - -- - -- - - - -- I - - -- - - -- ---- - - - - -- --- -- - - -- -- -- -- - I - - - --- -- -- -- - - - - - - - - --- - - — --- -- -- -- - - --- -- - -- - - - --- --� - - - -ao - - - - - - - - - — - - -- - - - - - - - - - - - -c - - --- - - - - - - - - _ _ - 2 3 4 35 11 01 I 5 10 15 20 25 a 30 I I � j S0554 B) m 1 Y 49.6 33' 6 + � 1 IF" -6' _ — T1 a � - - - - - - - - - - •- - - --= �- =� - - - BENCH MARKS - - - ---- - - - - � I ; 4� 48.s NO STA. DESC. ELEV. im ro 1 '�'' + + I _ 0+60 TOP OF RIDGE ROLL OF PIPE INLET LT 178.47 � - - - � a, - - 3 37+88 TRIPLE MAPLE R3 123.62 - _ _ - _ - - � 4 52+89 TEL. POLE rt 31 11832 — - - - - �� .. N �. - --� - �- -__� _ - - 5 76+82 L41' 135.38 18 - -- _- - ____ - - _ _ _ _ -_ _ _ _ 6 105+43 TOP OF RIDGE ROLL OF PIPE R21 13 61 _ _ ___ _ _ __ _ __ _ _ -- - --_ —_ -_-__ - _ - - - m 7 125+95 SPIKE IN WILLOW LS 15389 _ _—_-_ - --- ---- - - - --- -- - 8 141t50 TEL. POLE i -- ------ -- - -- ---- -- -- - - — ---- - - - 9 159�89 20 80X ELDER R56 171.94 -- - - - - - - - - 10 211i-03 IS ELM LI22 19274 NET LENGTH Of CENTERLINE STA. 0+13 0 30+00 = 2987 LIN. FT. — - - — - -- - — — - — 160 - -- — --_ I50 - ------ — ---- --_— -- - ----- -_- _ - _ — - _- -- _ ---- ----- ___- _-�_— -- _ _— _-- -- -- -� — — -- ---- _ -- -- - � - �P - _ — - _ — - -- — — -- - - -- - - - - -- 3 4 5 6 I 8 9 20 I 2 3 4 25 6 7 6 9 30 PLATE 2•PLAN•Pg0�ILE o a. q.an. E. = o •oo• ��o •CO,ry u z DENE°[CIEiZOEN PI.- STA 105+78 AZ- 180035 PROJ. 50554 ilil wo Iww Ndi`s moo Z a `II III; I � z I =041= akaomill tL O o�- t m� j %90 95 100 105 i 110 115 120 a i col r 60' Itil — 50�— + �- r= — - -r--f--f------.----s---X---f-- --� --f ------t--�- r 5 + A ---------------- ---------------------- "------ - ------------------------e-------- -- ------------ - ----; •---ri-i{-------------- --- --------------- - - ��- 0 E=w 33, 33— ( II�1 Irl m o' a NET LENGTH OF CENTERLINE STA 90+00 TO 120+00 = 3000 LIN. FT. 1,90 ! A _- --�-- _ ---�—..- - -.-- - - i ( 8" - G S. CP. IN P ACE TA 05+43 -- — — — — TA. -- — -- I 0" .G.S. . GP. N P � - +66 _ ._ - 140 PRE 3ENT OR - di 10 ' _ 1O — _ 7 8 110 1 2 3 4 115 6 7 8 9 I 90 1 2 3 4 95 6 7 8 9 110 1 2 3 4 105 6 .9 r4l �+� 60 65 70 75 80 85 90 J u: - _--N - - fir— - --rF - - -�- - --�- - - -I-- - — -�I- — — � — �- t — -lr- — —X— — -� — — -�s- 1 -✓- - - r— - r � -�— - i �— �1 H --- --------------- ------ -- - --------- -- - -- - - - - ---- --- - - -- ---- ------ - ---- - -- ------------------------- - - ----------- -- - -- ----------- - ------ - ------------- -- 33 a Y� a� NET LENGTH OF CENTERLINE STA. 60+00 TO 90+00 = 3000 LIN FT. P ESEN GR 0E --- - --_- -_ - - - - - - --- - ---- - - --- - - -- - - - --- 4, 130 120 - — — - - - --- - - - -- - -- -- -rN a3 j KS - - m --- — - _--- __ _ _- - --- _ _ _--- - - - -- - 60 I 2 3 4 65 6 7 8 9 70 I 2 3 4 75 6 7 8 9 2 4 85 6 7 8 9 e°. EE° VANCO AND 0MINTED IN ° •• CD.. . 1: PROJ. S05 i� i � I i j I 9d': era g i I �� �J �o:=a Wy J R' a _ _ __11 EXCEPTION _TO NET LENGTH _ OF CENTERLINE 1 STA.173+04`� TO 173 t 17 �'S0 155 ; I 160 165 170 175 180 ,� _ _ _ _ - - _ _.. _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ - - _ - _ _ - _ _ _ _ _ _ _ _ N _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ - _ _ _ _ _ _ _ _ - _ _ _ - _ _ - _ - _ _ _ _ _ - _ - _ - _ - _ _ - - _ _ _- - _ _ _ _ _ _ _ - _ _ _ _ _ _ � / — ems- — — -r- — — r — f-- �i o i�" _ - -5d ' z �a I o � -sd-� i �I � I � I i a � I I, z m NET LENGTH OF CENTERLINE STA. 150+00 TO 180+00 2996.87 IN. FT. _ _ I — — — - - _ -- - i I - - - - - - - _ _ _ _. — ._ - - - — - -- — -- - - - — E — — - - - - — - 70 -- _ _ - - - f -- --- - - �-- --- --- -- -�- ---- --- �- -- - I - -- - - -- -- --- - - - _ _ - - �n _- - —d - - - � _ -. _ � - -es - -- - � �o - --vs _- --ao _ _ - _- — _. _ -� - -- - - _— -- _ - -- -_ -- - - - — ti _ —r ti I, r - F __ - - 120 P.I.-STA. 12�+55 AZ. -ISO° 34 125 130 ±I 135 - 140 145 150 IWi a -t_� — -ice- -�- — — —�-�— — -�- ) - - - - - ----- -------fit'--------li----------------- -------- --- ------------------------------------------------ _ _ _ _ ---_ _ _ - _ - - _ _ - _ _ - - - - - - - --� _ ___�N_ _ - _ _ -- - _ _ - - - _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ -_ __- _ _ _ _ _ _ -- - _ _ - - _ - - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ iW 33 � 50�� ini M + -�- J u: m NET LENGTH OF CENTERLINE STA. 120+00 TO I50+00 � 3000 LIN. FL _ _ _ _ _ _ __ _ 170 __ ___- -_ __ -- __ _ - - _ _ ___ _ __ ___ __ _ — _ __ _ -- - 160 — -_ — - __ _ -_ _ _ ___ _ - _ _ _ — _ __ - ___ __ 8 120 - 150 - - I _ 6 a 7 - - � a 45 - - _ - -- -- - - - ,n-- - ----- 9 - - I 2 — - 3 4 1 5 goo. Ems° •DO' u ' DiETiDEN PROJ. SO55� li 1� � I�;: I�i�f II � �I ICE= '�� Z a a I �dw �si; J 0 a ' , ;1 ,S 'ir � -- -- - � _ --- _ I - -- - - -- -- — — -- __ - — —_ - -- --- -- --- - - -- -- � - _ I - - --- - - - -- --- -- -- -- — - - — —= - --- -- I� - - - - - - - - — — - -- - - — -- — — rc tr t-j � i ,a� ial 180 +I85 190 195 200 205 210 ; �, ,NI J � � a i ' � I � -- -- - -- - ----- ------ ------------------------------------- ---------------------- - -X - -* - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - y - - _ I �� +T--�— -#-- — —�— — — -�" ;-= i END '�_ X _ —x� • --�-„ � . - ;r---- � —T y � r — i:- - • ----� ;� — -it'-- — —� — — -/'- — -1-- — -� X - � r —f'--• 1'— �- � 5� iw� 33' ,Wi jai � V ISii I I �a� �a� � � I SCHOOL � CHURCH +I IQi � , a �' n.l + m � ( W NET LENGTH OF CENTERLINE STA. 180+00 TO 210+79 3079 LIN: FT. _ -I - - --, i - - --- - - --�- -- - - -- _ - - -- -- - � I -- - - — - - - 180 _ - - - - - — -- --- - — — - _.. - _ _ -_- - _ - _--_ _- _ -- _._ -. __- - -- _- a - -- - l _. -. --. - - - --. _ __-I- - _ -� - - - - - - -- -• - - - � - TA. T86- _49 __ -- - -- - --— - --- - -- - -- - - 1 - 8 G SNL FIN PLA E- - - -- - - -- - _ - - - - - - -- — - — - I - - _ -- - - - - - - I _._._.. _ _..- _ _ _. -- _ -_ _ _- ._ _ _ __ - - - - I _ - - --- -- -- - _ - _ --_ . -_-- - -_ - ap - - - - N. - - - $ __ _ -.- -— I J _ � 180 I 2 3 4 185 6 7 8 9 190 I 2 3 4 195 6 7 8 9 200 I 2 3 4 205 6 7 8 9 210 m _. -__ _ _- --. __-_.. - __ 1 ���� �.o mnewc�•oier:ace �ea� �.