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HomeMy WebLinkAbout1957 S0928(3).pdfINDEX OF SHEETS HEET NO. I TITLE HEET NO. 2 TYPICAL CROSS SECTIONS HEET NO. 2 ESTIMATE OF QUANTITIES HEET NO. - MISCELLANEOUS QUANTITIES HEET NO. - RIGHT OF WAY PLAT HEET NO. 3-5 PLAN AND PROFILE STA. 0 -1- 15 TO STA. 98 t 52 HEET NO. 6-7 STANDARD DETAILS HEET NO. - DRAINAGE STRUCTURES HEET NO. - CROSS SECTIONS CONVENTIONAL SIGNS STATE LINE ...................... CULVERTS IN PLACE__ PROJECT COUNTY LINE ........................ CULVERTS REOUIREO. -� TOWNSHIP OR RANGE LINE ........ DROP INLET- CORNER OF SECTION 7, T -31-N, R -15-W, SECTION UNE._-- _ _ — POWER POLE ._..- ......_� NEW RIGHT OF WAY LINE .......... TELEPHONE OR TELESNA104 POLE..... PRESENT RIGHT OF WAY LINE ...... RIGHT OF WAY MARKERS IN.- 5 FT. VERT. I ON. 5 FT, WIRE FENCE, WOVEN _-.------ REFERENCE STAKE SOBS ONO �!t, ,+ lBARBED---------'- MARSH ........ A •r� i� .........� LOT LINE ....:...... HEDGE --•-- -------- _ ---CORPORATE . �. .'•,. ________________ CORPORATEOR CITY LIMITS_. -.. TREES-------------- ------ V,. : It RpI- ��-aY�q PROPERTY LINE LINE.... _. ........---- —.Pym. -. 32.6 n. TRAVELED WAY OR P. E ........ .... -"--�--__===' GROUND ELEVATION .............. DATUM LINE ^I RAILROADS...._.___________________® BASE OR SURVEY LINE_.- ....... GRADE ELEVATION .............. - t M IN n STATE OF WISCONSIN STATE HIGHWAY COMMISSION OF WISCONSIN • PLAN AND PROFILE OF PROPOSED U. S.H. 63 -EAST COUNTY LINE ROAD C. T. H. "Q 11 ST. GROIX COUNTY PROJECT S 0928(3) BEGINNING AT A POINT APPROXIMATELY 15 FEET EAST OF THE NORTHWEST CORNER OF SECTION 7, T -31-N, R -15-W, THENCE EAST TO APOINT APPROXIMATELY 1320-66 FEET WEST OF THE NORTHEAST CORNER OF SECTION 8, T -31- N, R- 15-W PLAN 1 IN.- 100 FT SCALES PROFILE HDR. I IN.- 100 FT. VERT. 1 IN.= 10 FT. CROSS SECTIONS HOR. I IN.- 5 FT. VERT. I ON. 5 FT, LAYOUT SCALE I -LSI 0 11111. t kI • TOTAL NET LENGTH OF CENTERLINE I.854 1"11' COUNTY ROUTE CLASS All AGREEMENT FEDERAL NO oI FIS ION N HEET TOTgI. HIGHWAY SECTION STATE FEDERAL FICE UMBER SNEE15 SS 6 928.0 113 wis. 74 I STATE HIGHWAY COMMISSION OF WISCONSIN MADISON WISCONSIN -.RST_ CROIX CO, N ______ DISTRICT COMPUIFR L.S. M.- ­CK.— DISTRICT ECKER-.Is CT CHECKER. A_M..L- -CORRECT -- ------- CORRECT- - __CORRECT- DATE VIV–S1 rwICT ENGIN6Ea RECOMMENUE) FOR AP>ROVAL: DATEq'.'Js-.f � � I✓ - 'INTER IpN APPROVED: II VATF 41-UrI477n-�•TIi.1G„wA irEea 'OEPARTIAENT OF COMMERCE BUREAU OF PUBLIC ROADS APPROVED:' DATE meTRler eNolNcea 50928(3) TOTALS 135001 1 16800 CENTERLINE MIN. II 26' 0" 6'-0" 3'-3" I' -T 3b"-F� — 10�_O�� 10'-0" 3'-p" 1'-7" 3'-3" SEEDING AREA -11/2" BIL MAT. 1/4" / FT. SEEDIN A EA NORMAL 5'-0'- T F��.)-5-4" TOP SOIL I/4"/ FT. / 1 10: 1 5 6" BASE COURSE 4°TOP SOIL— 12"GRANULAR SUBBASE POINT REFERRED Tu ON PROFILE HALF SECTION IN FILL HALF SECTION IN CUT TYPICAL FINISHED SECTION I CONTRACT NO. I IITUMINOUS - FOR ROAD MIX ITUMINOUS ESTIMATE OF FER- QUANTITIES S PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE COMMISSION OF PROVAL MARCH 28,1957 FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED JANUARY 31, 1955, PROVISIONS HIGHWAY WISCONSIN — EDITION OF 1957 SUBMITTED FOR 2313-1 2313-2 2313-3 SQ. YD. CU. YD. AND SPECIAL GRAVEL OR AS ATTACHED TO PROPOSALS. NET EXCAVATION RANUL tFIN- OBLIT- RUSHED STONE CULVERT PIPE FENCE GUARD MARK- STATION LENGTH CLEAR. GRUBB- TO OF ING ING UbdASE IS RATI BASE RIP- MARK- ER STATION CENTER ROAD- OLD COURSE RAP ER POST LINE UURSE WAY ROAD POSTS FOR 2101- 2101- 210 - 210 - 210 - 2116-I 2203-1 23 2512-I R/W ITEM NO. 2201-1 2114-I UNITLIN. FT t15 — 98t52 9788_9 C.Y C Y C.Y. C.Y. STA. STA. C Y � GY LIN FT IN FT IH FL IN FT LIN. FT. C.Y.0 523.523- W3E� Ml. fT. EAT�F_ 13500 6800 TOTALS 135001 1 16800 CENTERLINE MIN. II 26' 0" 6'-0" 3'-3" I' -T 3b"-F� — 10�_O�� 10'-0" 3'-p" 1'-7" 3'-3" SEEDING AREA -11/2" BIL MAT. 1/4" / FT. SEEDIN A EA NORMAL 5'-0'- T F��.)-5-4" TOP SOIL I/4"/ FT. / 1 10: 1 5 6" BASE COURSE 4°TOP SOIL— 12"GRANULAR SUBBASE POINT REFERRED Tu ON PROFILE HALF SECTION IN FILL HALF SECTION IN CUT TYPICAL FINISHED SECTION I CONTRACT NO. I IITUMINOUS - FOR ROAD MIX ITUMINOUS MATERIAL FOR FER- ROAD MIX SAL- TIL- SURFACE VAGEO 12ER SURFACE !8-I 25282 2531-1 SURFACE YD SQ.YD. CWT SO. YD. 40 COURSE 2313-1 2313-2 2313-3 SQ. YD. CU. YD. GAL. 21900-_ 1330 24000 21900 1 1330 124000 NOTE: PLAN ANC P'l110V1LAE SHEETS ARE INCLUDED TO SHOW P*OFFLE AND ALIGNMENT ONLY OTHER INFORMATION NOT PERTINENT TO THIS CONTRACT. I S0928 (3) z 7 I TOPSOIL FER- SAL- TIL- SEEDING VAGEO 12ER !8-I 25282 2531-1 2532-1 YD SQ.YD. CWT SO. YD. 40 74 40 '4 74401 1 17440 APPLICABLE STANDARD DETAIL DRAWINGS 7-4.1.2 CONSTRUCTION BARRICADE 9- I. 1.? SIDE ROAD INTERSECTION ommll P.I. 30 + 00 AZ 180" 30' W Y Q J K Q W J W E HARMON HARMON BEG, OF PROJ. S0928131 STA. 0 t15 ;�', 1 01 o zi ~' o I I gg' tI '-- x x -- }1 _ - ---- ---- --- ---- -- - - ---------- ------------ ------------- --- - __ _________________ ______-________ _____ _-___ ____________ i — r — --- ----- — o o I i 55__----____-___-_________ ' 5 a95' 10 15 20 STA 24+15 25 + 30 = I 7 -I CONST P. E. STRONG STRONG �1 YEADON 18" X 26' CP. REO'D - YEADON ah t 0 I a I LENGTH OF CENTERLINE STA. 0+ 15 TO STA. 30+00 = 2985 LIN. FT.Qj t. — �H- I 576 G,Y -1 n t__ --- -— __ ------ — + _..r- .CT 834 C.: Y. -- —___ --- - + t - BORROW6G-- — —-- - - t 19i9 C. Y. - - -- - 4c� C.Y + _—. - - - - --} - — — - -_ - - - - - -- -jttfLt-55-.%---- 77 - C. — - - Y _ 35 35. iIL = MEMO on- no ��_.. no HIM MEMO 1, oME 0 imp � .. P.I. 34+26 P.I. 38 t 00 AZ.- 176° 55' AZ. - 180° 35' --- - --- - -- -- -- — N W E 6 X79 EXCEPTION TO NET LENGTH OF CENTERLINE STA. 42+ 47 STA. 34+25.5 TO STA. 34+73.6 CONST. P. E. 24' X 26' CP RE WD ri: KARELS O'D + 0-1 1�1 J ZI KARELS ANDERSON -------+! ------ - --- - -_-har-- --- - -- �r ___ 45'- - -x -_ ----------- - - - --- — ---- ----------- ----- -- __ -- — �- - - — —_------------- __ _ +I + 3S 40 45 T 45 50 YEADON i1c ! FRANK 55 '0�' FRANK FEDERAL LAND BANK STA. 58+33 Z. 1 60 CONST. TN RD. APP. f ~� FEDERAL LAND BANK 24" X 34' C P R EQ'D 0 + O .o o J a0 t + 1 FEDERAL LAND BANK I f NET LENGTH OF CENTER LINE_ STA. 30+00 TO STA. 60100 2951.9 LIN. FT. CUT 348 G Y v �'r + FILL 258 G Y.+ - -:- ---2JD48 _ SHR 35 /e -_ - - S LIL 387°,1° .Y. - - - -- - -- - — -- 1 _ I 1 ' ' , --- -- _ - -- - +EAR PAN 435' _ - - - - - DRO9M . 10' 1 --- - - ----- - - - - - -- — - - -- - -- W Y. - 16.3' _ - - , - -_ ._ - -i— M o sa VTT f r. T —Tol— , - + 300' VG V. C. i 1 � � ` I + Q,75%1 _- to c o of o © I G �Qoi__ - -- - - -- --: - — - - --- - - - -- -- O _ I m : F It It ol 2 3 4 a M35 . 7-- J� STA. 96 + 12 CONST. P. E. 18' X 26' CP. REO'D END OF PROD. S0928 (3) 90 95 „ STA. 98+52 W E is J END OF PROJ. S 0928 2 --- x--x----z�--x-----x'00" x. _ STA 61+00 _-_----_ c J+ ___________ -- -------------------- X�,6--x — —x i -----x ----x — APMr.-1 MARI(C + STA. DESC. ELEV. LNO. I 0+30 SPIKE IN DOUBLE ELM R. 25' 111.22 2 15+57 SPIKE IN R.E.A. POLE L.34' 72.93 3 34+26 TOP OF PARAPET WALL ON WEST ABUT. L.13 48.36 49+53 SPIKE IN POWER POLE R.31' 75.21 66+83 SPIKE IN 18" BASSWOOD L.39' 115.65 6 83+06 SPIKE IN 24" ELM L.67' 121.61 7 99+62 SPIKE IN R.E.A. POLE - B.M. 4 PROJ. 50928 2 R.32 134.05 + P. 1. 66 + 81.6 AZ. 181* 56' m +I +I +I -j1 a15 W . E 65 60 70la' 175 80 8 90 x—x x i x—x----z-- - -- %-%---- - x-��z-- — -- _ —�f _�� — -- —�— -- -- z— ---x— x— -- - —J��-- z— -- — — --- — - x -------------- _-------------------- - —� - -- - --- - ---#-- -----------------_ -- �T-- —f— ----------------- w�i-- ---------- --- 66 - - ----- �- - - - '-- 1 —" —x --x- x�-�ix X® 451}i IW' "il O I 'a' STA. 62+87 � -I Ia;1 + I I o FEDERAL LAND BANK CONST. P.E. + FEDERAL 18� X 26' GP REO'D O N LAND BANK + SCHOOL DIST. �I I FRANK m N' FRANK +1 FROHICH + to m aNET +I a LENGTH OF CENT TERLINE STA. 60+00 TO STA. 90+00= 3000 �N FT. UT" 3�7T5 G. Y. _ F-- -- --- ILL 23 3 C, Y. T _ I-- - i — - - -- ICUT PILL 5418 C. Y. UT ILL 40 2s C.Y. Y r� +�, 130 I } I 1. i 00'rtV. C 2• 5 % o I CD -t-- l.5 N In J AS 67+ _ +-- m - - - 1 -- j --,- EL i 1 15* C IN PL CE --; - REMOVE v _ . L E )N ELEV. 119.8 m co c - +— e + N O — — — N — — O _ I j 1 _ - I J — � _ _ N N N I � N O 60 I 2 6 $_ 9 70 , _ 1 2 3 _ 4 75 _• 6 i N — _ N a � � — - 2_ F aTE PLAN-PgOFILE 7 8 9- . p 80 I 2 3 4 85 —_6 g 9 90 I