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1999-08-03_OLD_MARKET_ROAD_RETAINING_WALLPLAN SYMBOLS STATE UNE - -- COUNTY LINE - - -- TOWNSHIP OR RANGE LINE — — SECTION LINE - - QUARTER LINE - — - SIXTEENTH LINE - - - - RIGHT -OF -WAY LINE — - — SLOPE EASEMENT HPED. PRESENT RIGHT -OF -WAY - - - - - CONTROL OF ACCES LINE —•— PROPERTY LINES (EXCEPT LAND LINES) CONDUIT VACATED PLATTED PROPERTY - - - - -- CORPORATE OR CITY LIMITS - ...... TRUNK HIGHWAY CENTER LINE ELECTRIC CABLE IN CONDUIT RETAINING WALL �r RAILROAD ELECTRIC MANHOLE RAILROAD RIGHT -OF -WAY -- - - -• RIVER OR CREEK BURIED ELECTRIC CABLE DRY RUN w DRAINAGE DITCH SIZE DRAIN TILE -- >---- --- CULVERTl.�B: DROP INLET �sss®c GUARD RAIL BARBED WIRE FENCE -x WOVEN WIRE FENCE r x v x- CHAIN LINK FENCE x- RAILROAD SNOW FENCE - - - STONE WALL OR FENCE HEDGE RAILROAD CROSSING SIGN Y RAILROAD CROSSING BELL ELECTRIC WARNING SIGN 8 CROSSING GATE �- MEANDER CORNER I�I SPRINGS p MARSH TIMBER ORCHARD BRUSH NURSERY CATCH BASIN . CB FIRE HYDRANT t CATTLE GUARD OVERPASS (HIGHWAY OVER) UNDERPASS (HIGHWAY UNDER) 7777 1111 BRIDGE BUILDING (ONE STORY FRAME) F - FRAME C - CONCRETE 1 -5- n S - STONE T - TILE 75 B - BRICK ST- STUCCO IRON ROD OR PIPE • MONUMENT (STONE. CONCRETE, OR METAL) O MDNU, WOODEN HUB ■ GRAVEL PIT (� SAND PR BORROW PIT ROCK QUARRY UTILITY SYMBOLS ROADWAY IMPROVEMENTS AND APPURTENANT WORK FOR THE CITY OF SHOREWOOD CONSTRUCTION PLAN FOR Retaining Wall Repair Improvements and Appurtenant Work LOCATED ON Old Market Road from Muirfield Road to Waterford Court CITY PROJECT NO. 9705 X a CIR, F d� PROJECT LOCATION POWER POLE LINE -�—¢- TELEPHONE OR TELEGRAPH POLE LINE -• ' JOINT PD� 0PO� D POWER " CITY OF SHOREWOOD ENGINEER DATE ON TELEPHONE POLES �--�- ANCHOR F- STREET UGHT # PEDESTAL (TELEPHONE CABLE TERMINAL) HPED. GAS MAIN — 6— WATER MAIN i— APPROVED FOR CONDUIT DATE TELEPHONE CABLE IN CONDUIT T= ELECTRIC CABLE IN CONDUIT P= TELEPHONE MANHOLE m / ELECTRIC MANHOLE BURIED TELEPHONE CABLE - T -BUR- BURIED ELECTRIC CABLE -P -BUR- AERIAL TELEPHONE CABLE -�T -AE �-0- SEWER (SANITARY OR STORM) SEWER MANHOLE —:-> SCALES INDEX MAP 0 250 500 Christm L-QI<e / EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (454 -0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. ■ CITY PROD. NO. 9705 S.A.P. 216-111-04 GOVERNING SPECIFICATIONS THE 1988 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AS AMMENDED BY THE MAY 2,1994 SUPPLEMENTAL SPECIFICATION SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONT LAYOUTS N MO INDEX SHEE NO. DESCRIPTION 1 TITLE SHEET 2 GENERAL PLAN AND ELEVATION 3 WALL QUANTITIES AND DETAILS 4 EXISTING CONDITIONS SURVEY THIS PLAN CONTAINS 4 SHEETS I ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE I COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. TU MID T TKAT I AM OF THE S7ATE OF DATE 08/03/99 �/ REG. NO. 15048 " CITY OF SHOREWOOD ENGINEER DATE METRO- ASSIST DMSION GINEER -STATE AID: DATE REVIEWED FOR COMPLIANCE WITH STATE AID RULES /POLICY Att f - 4 - " APPROVED FOR AWATE A6 : STATE AID ENGINEER DATE repared for: City of Shorewood 5755 Country Club Road Shorewood, Minnesota 55331 (612) 474 -3236 TITLE SHEET SHEET NO. 1 OF 4 SHEETS J �\ �1VE�ON POP, 4 ,370 ASHCROFT TER. ASHCROFT RD, ASHCROFT CIR, ASHCROFT PL. A�'�4R 30' -0 "t 60' -0 "t BOWED LENGTH �G OF WAY / - - - 50' -0 "t EXISTING RETAINING WALL MING ICR ANCHO I6' -0 f CENTER EXISTING -CHAIN - - - -- - f � -_- �LINK FENCE EXISTING •_�•� 1 2 + I I I M• I I I I I I I I .'�.-.� 1 a 7,— SOD W/4 1'�pPSOIL ALL DISTtiRBQD AREAS * EVERGREEN SILT FENCE o . � (AS DIRECTED EVERGREEN (TO BE SAVED) EVERGREEN'.`.'.`.'.`.'.`.'.`.' EXISTING 5/8 "¢ o, � BY ENGINEER) (TO BE SAVED):•;••;- :..`•'.`.' TIE RODS xi":;+''>: g. zx?" JSs z. kt" e sa` xi: rfxa.-' s. 1 s�' a%: tj: s: fxSxi: xi' is.;-✓'.. �i"*: kj��:` a- i`: kKf. �srr. i�?x3: er.• 3 �6:s�'.e.:rCz33:m;.x'a:t"ar'md� -41x1 6X8 POSTS ® 6' -0" SPA. = 138' -0" * 0 3' -2 "t PROPOSED RETAINING WALL iV 145'-0 "t PROPOSED RETAINING WALL A OLD MARKET DRIVE IAIAI I 1"fl ALI UPPER PLANK EXISTING -`' 6'-0 "t HIGH CENTER WALL W /6x6 PLANK EVERGREEN 0 BE SAVE 6' 0 "t LOWER EVERGREEN STONE WALL (TO BE SAVED) 3' -2 "t CURB 1 _..____.._..__.. . _ _ _.._.__.._...._..__.._._....__. 3x12 TOP PLANK _..._.........._....__.._......__.._..__.. ................. ._.._..._. ............................ _.......... ................................ ........................................................ _._ ................................. _- ........ .... ..._._._....................... _.......................... _...................................................................... _ .................................... .._._ ..... ........... ............ ........... ........... ................... _ MATCH EXISTING WALL ELEVATION NO SCALE 6 "x8 "x14' -0" BAITER V2* GROUNDUNE SOD W/4* TOPSOIL PER FOOT ALL DISTURBED AREAS x 2x6 FACING PLANK w a a CENTER WALL _ 6" WIDE BLOCKING 10' -0 "t 9' -0 "t 12' -0 "t a 1 SHIM AS NECESSARY FOR FULL CONTACT o , 1 co 24 6x6 PLANK EXISTING c - UPPER WALL I EXISTING — ` TO REMAIN SEE DETAIL CONCRE * SOD W/ 4" TOPSOIL ALL DISSTTURBED AREAS ANCHOR (DEADMEN) o o r----INPLACE r'. 5 8 "m TIE RODS / d OWER WALL - ( (PROTECT) L, o i _ EXISTING EXISTING CENTER IL co CONCRETE WALL ANCHOR TO REMAIN (DEADMEN) 0 6 ' - O "f -H 18" 4 CONCRETE FILL " of AROUND POST EXISTING x LOWER WALL o I GOPHER STATE To REMAN INPLACE CENTER WALL DETAIL w ONE CALL NO SCALE ALL CO NT RA CTO RS S.A.P. N0. 216 - 111 -04 GOPHER STATE ONE CALL n 'Ho"2y Imm ` PROPOSED CENTER WALL SECTION TWIN CITY AREA 651- 454 -0002 SECTION A —A ENGINEERS a« NO SCALE MN. TOLL FREE 1 -800- 252 -1166 NO SCALE F1LE:PLNPRO MINNESOTA, INC. 08 03 99 (P) DENOTES PLAN QUANTITY PAY ITEM PER MN /DOT SPEC, 1901. CONSTRUCTION NOTES THE 1988 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AS AMMENDED BY THE MAY 2,1994 SUPPLEMENTAL SPECIFICATION SHALL GOVERN. CONTRACTOR SHALL VISIT SITE AND BECOME FAMIARIZED WITH EXISTING STRUCTURES, TOPOGRAPHY AND UTILITIES. ALL INFORMATION SHOWN IS APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, LOCATIONS AND ELEVATIONS. ALL REMOVAL WORK SHALL BE IN ACCORDANCE WITH MN /DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 1988 EDITION, SECTION 2104.2 AND 2104.3. CONSTRUCTION REQUIREMENTS SHALL CONFORM TO SPEC. 24013. ALL HARDWARE SHALL BE GALVANIZED PER SPEC. 3392. ALL TIMBER TO BE PRESSURE TREATED PER SPEC. 3491 SYP TREATED WITH CCA (BROWN). ALL TIMBER IS S4S UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL AT HIS OWN EXPENSE, PROVIDE TEMPORARY CONSTRUCTION, PUMPING OR OTHER MEANS TO THE EXTENT NECESSARY TO PERMIT FOUNDATION CONSTRUCTION IN A DRY EXCAVATION. THE CONTRACTOR SHALL DRESS SLOPES AFTER CONSTRUCTION TO MATCH ADJACENT CONTOURS. MAX INCLUDED IN PRICE BID FOR STRUCTURE EXCAVATION. BOW THE CONTRACTOR SHALL CLEAR, GRUB & TRIM TREES & BRUSH AS NECESSARY TO EXCAVATE & CONSTRUCT WALL. INCLUDED IN PRICE BID FOR STRUCTURE EXCAVATION. THE FIRST TWO DIGITS OF THE BAR MARK INDICATE - THE BAR SIZE WHICH APPROXIMATES THE DIAMETER IN MILLIMETERS. UTILITY NOTES THE CONTRACTOR SHALL VERIFY THE LOCATION OF - RELOCATED AND EXISTING UTILITIES AND SHALL EXERCISE CARE IN ADJACENT CONSTRUCTION. CITY OF SHOREWOOD MtNNESOTA DEPARTMENT OF TRANSPORTATION RETAINING WALL OLD MARKET DRIVE i IN THE CITY OF SHOREWOOD 6' -0" 6' -0" TABLE OF POST DATA AND WALL AREA O THICKNESS WIDTH LENGTH MIN. EMBEDMENT AREA 2 3x12 TOP PLANK " " OF POST (IN) OF POST IN OF POST FT OF POST FT SQ. USE 60d NAILS 2x6 FACING PLANK 6x8 POST 16d NAILS 6 10 4 1000 A A 12' -0 " LONG (TYP.) (TYP.) STAGGER AS SHOWN MATCH EXISTING TOTAL AREA 1000 t124 x12 TOP PLANK SE 60d NAILS x6 FACING PLANK 12' - 0` LONG BILL OF TREATED TIMBER FOR WALL W * INPLACE ONNECTED TO POST WITH 2 EACH ITEM NO. FIN, SIZE LENGTH F.B.M. _ o CENTER WALL 6d NAILS. COLOR SHALL BE BROWN. WALL POST 24 S4S 6 "x8" 10' -0" 960 � I io " WIDE BLOCKING SHIM AS NECESSARY 3 WALL PLANK 182 S4S 2 "x6" 12' -0" 2184 OR FULL CONTACT USE 60d R.S. TOENA SHIM BLOCK 48 S4S 2x6" 6' -4" 288 GROUNDLINE TOP PLANK 12 S4S 3`x12" 12' -0" 432 TOTAL F.B.M. FOR SUPERSTRUCTURE 3864 i - iii - w _ 18" 4 CONCRETE FILL AROUND POST o ww (STRUCTURAL CONC. 1A43) 1 -H w "x8 "x14' -0" Wl�L POSTS n i PLACED AT 6' -0 ON CENTER g BATTER 1/2" PER FOOT o w I t5 o w B B 0 � o i PROPOSED CENTER WA SECTION (NO SCALE) $ WIDE BLOCKING SHIN (THICKNESS AS NEEDED' FASTEN TO POST AND ' EXISTING 6x6 PLANK WI 60d R.S. TOENAILS INPLACE 6x6 CENTER WALL "x14' -0" POST #10 TIES ® 12" O.C. 8 - #19 BARS FACING PLANK 18" 0 CONCRETE FILL 0' -0" DEEP STRUCTURAL CONC. 1A43) 6 "x8 "x14' -0" POST SECTION B -B (NO SCALE) S. A. P. N CONCRETE FILL CTURAL CONC. IA43) I VERTICAL REBAR ) TIES ® 12" O.C. ALL POSTS) 16 -111 X04 BILL OF HARDWARE FOR WALL WT./ NO. ITEM TOTAL WT. SO. FT. 1 1000 HARDWARE P POUND 7 42 STRUCTURAL CONCRETE 1A43 U 16d NAILS PLANK TO POST 35 REINFORCEMENT BARS P POUND 3 3150 91V 60d R.S. NAILS -SHIM TO POST 35 TOTAL HARDWARE FOR SUPERSTRUCTURE POUNDS 70 4 C SUMMARY OF QUANTITIES FOR WALL ITEM U UNIT Q QUANTITY WOOD RETAINING WALL S SO. FT. 1 1000 HARDWARE P POUND 7 70 STRUCTURAL CONCRETE 1A43 U U. YD 2 20 REINFORCEMENT BARS P POUND 3 3150 N YELLOW PINE, NO. 1. ( COLOR SHALL BE BROWN. SEE SPECIAL PROVISIONS. J WALL PLANK AREA. TRIM TO FIT SNUG AT END POSTS AND EXISTING 6x6 PLANK. INCLUDED IN PRICE BID FOR "WOOD RETAINING WALL`. O SEE SPECIAL PROVISIONS. © INCLUDED IN PRICE BID FOR STRUCTURAL CONCRETE (1A43) ". CONSTRUCTION NOTES ALL TIMBER IS S4S UNLESS OTHERWISE DESIGNATED. CONSTRUCTION REQUIREMENTS SHALL CONFORM TO SPEC. 2403.3. ALL HARDWARE SHALL BE GALVANIZED PER SPEC. 3392. ALL TIMBER IS SHALL BE PRESSURE TREATED PER SPEC. 3491. SYP TREATED WITH CCA (BROWN). THE FIRST TWO DIGITS OF THE BAR MARK INDICATE THE BAR SIZE WHICH APPROXIMATES THE DIAMETER IN MILLIMETERS. FILE: QUANT ELEVATION PROVIDE 1/4" GAP BETWEEN (NO SCALE) FACING PLANK. 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