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<br />?ROPOSED LEGEND
<br />
<br />I """1
<br />
<br />PROPOSED CONCRETE
<br />
<br />PHOPOSED CURB AND GU rIEH
<br />
<br />------- --....
<br />-----------~-- "
<br />......
<br />DISCONNECT AND REMOVf'
<br />.,r. EXIST, ,- WATER SERV'CE PER I
<br />., e,TY REOU'kEMENTS AND I
<br />'NSTALL ,-,/2" COPPER WATER I
<br />SERVICE IN EX'ST, TRENCH, I
<br />
<br />I
<br />
<br />MORTAH WEST 'iAN, Pl'f'( AT MANHOLE.
<br />NEW SW INY. ~L.. 87:9.24
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<br />SILT FENCE
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<br />VERIFY W'TH MEQiAN'CAL:
<br />
<br />1
<br />
<br />SAWCUT AND REMOVE 45 lof, EXIST'NG CURB 8 GUTTER
<br />'NSTALL '2,5' CONCRETE APRON PER C'TY STANDARDS
<br />
<br />
<br />PROPOSED BUILDING
<br />F.F.E. = 887.50
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<br />#993 9TH AVE N.W.
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<br />5.1;7.
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<br />BITUM'NOUS
<br />P4VfMENT
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<br />
<br />EPLACE w'TH NEENAH R-3238 OR APPROVED EQUAL,
<br />~~~~~M~:~0~~~~;~'~;A~:~SR NECESSARY TO MEET C'TY STANDARDS FOR STREET CONSTRUCTION,
<br />
<br />CONSTRUCT'ON ENTRANCE
<br />LOCA T'ON
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<br />I -PROTEC r EXlS T. TREE
<br />
<br />SAWCUT AND REMOVE 45 L.f, EX'STING CURB 8 GUTTER
<br />INSTALL '2,5' CONCRETE APRON PER C'TY STANDARDS
<br />
<br />B'TUM'NOUS PAVEMENT
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<br />PLACE STAKED HAYBALES AROUND PROP, INLET FOR EROS'ON CONTROL
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<br />~85
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<br />IiEYSTONt. MODULAR BLOCK fC[TAlNING
<br />WALL
<br />
<br />884
<br />
<br />TAPER ENOS OF e~RIEfC CURB
<br />TO PROVIDE 3.0' CURB OPENING
<br />
<br />~
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<br />PROVIOE.~' .. 15' RIPRAP SPILLWAY. RIPRAP SHALL CONFOftM TO MN/OOT
<br />CLASS 2 WITH GRANUlAR FILTER MAT'L PEH MN/oaT STD.t"'LATE 31338.
<br />
<br />
<br />SCALE: 1" - 20'
<br />
<br />BENCH MARKS:
<br />
<br />Top nut hydrant on west side of 9th Ave. NW, approximately 80'
<br />south of SW corner of site.
<br />Elevation: 889.13 feet
<br />
<br />SE corner of bottom step at #704 loth st. NW.
<br />Elevation: 887.43 feet
<br />
<br />20 0
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<br />20
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<br />(TOP EL, 886,9
<br />GROUND SURFACE I
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<br />TOP & BOTTOM SECTION -!
<br />WI TH STANDARD PAVING ---.i
<br />COVER, . . 6-
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<br />"--~ COMP/,CTED
<br />GRANULAR
<br />MA T[RIA~
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<br />S72
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<br />Variable. Oependino upon retaining
<br />wall hei9hf (minimum aJope 1/2'1'11.)
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<br />Typical: Compact
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<br />.tondard proctor.
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<br />Fibergloss pins
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<br />Tensor 5S.2 or SR-2 geogrid fa hook over
<br />fiberglass pIns In units
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<br />MinI/cap unit
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<br />Q33'
<br />
<br />High strength tlbe'rQlass 9l1'$!'I.//Z"dIO pin. Keystone _'tandard unit
<br />
<br />HOTE~ 1/z" step bocl( per course
<br />STRuctuRAL DESIGN OF KE '(STONE WALL BY OTHERS
<br />KEYSTONE RETAINING WALL DESIGN OR EQUAL
<br />
<br />STEEL OR WOOD POST
<br />AT 4. a.c.
<br />
<br />
<br />FILTER FABRIC SECURELY
<br />FASTENED TO POST
<br />
<br />LAY FABRIC IN THE TRENCH
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<br />BACKFILL OVER THE TOP OF
<br />FABRIC AND COMPACT THE SOIL
<br />
<br />6'
<br />
<br />SILT FENCE CONSTRUCTION
<br />
<br />WEARING COURSE PER i-1N/DOT 2331.
<br />TYPE 41A
<br />
<br />BINDER COURSE PER i-1N/DOT 233 I,
<br />TYPE 31A '
<br />
<br />TACK COAT PER i-1N/DOT 2357
<br />CLASS 5 AGGREGATE (100:0; CRUSHED),
<br />PER i-1N/DOT 313B COMPACTED TO AT
<br />LEAST 100:0; STANDARD PROCTOR DENS'TY,
<br />1-1/2"
<br />\-1/2"
<br />6" MIN.
<br />
<br />! :~: .::::-.
<br />
<br />. . ......:
<br />.... .-::
<br />
<br />SCARIFY AND RECOMPACT SUBGRADE
<br />TO AT LEAST 100:0; STANDARD PROCTOR
<br />DENS'TY -PROOF ROLL PER i-1N/DOT 2 \ II
<br />
<br />12"
<br />
<br />BITUMINOUS PAVEMENT
<br />
<br />0"
<br />'P-'\~\
<br />(.i-~ ~a\\\'\
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<br />WIOHt PER APPROVEO PLAII
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<br />~ (XPAUSION JOINT IF ...nUT'i
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<br />COHTnACTIO" JOINT AT
<br />C[NTEn IF 'I'IIOTH 15
<br />16 FT. OR MORE
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<br />DnIVEWAY ArjQ CUT TEn
<br />pouneo TO(;[1I1[n
<br />COMIAERCIAl OfHV(V/AY 0" T1IICK EXPANSIOtl
<br />JOINT
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<br />CONCRETE APRON DETAIL
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<br />40
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<br />4" PVC PLUG
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<br />- B x B x 4 Y1YE L
<br />WYE INV, 879,80
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<br />La" P'IC
<br />SANIT AR Y
<br />SEINER
<br />SERVICE
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<br />8- PVC
<br />SANITARY
<br />SEWER
<br />SEll VICE
<br />
<br />SANITARY SEWER CLEANOUT. DETAIL
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<br />WATERMAIN TRENCH DETAIL
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<br />ALL PL AN DIMENSIONS
<br />ARE TO FACE or CURB
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<br />SLOPE 3/4" PER FOOT
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<br />
<br />NOTE: DIRECTION OF TRANSVERSE CUTTEr~ SLOPE TO
<br />MATCH IJjRECT'ON OF ADJACENT PAVEMENT SLOPE,
<br />
<br />B612 CURB AND GUTTER
<br />
<br />
<br />50' HJNJ~!./.IJ
<br />
<br />MlfUHUH /
<br />1" TO 2" WASHED ROCK
<br />
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<br />ROCK CONSTRUCTION ENTRANCE
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<br />PRELIMINARY
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<br />PLAN I
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<br />NOT FOR CONSTRUCTION
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<br />DRAWN BY
<br />PEN
<br />
<br />CHECKED BY
<br />
<br />DATE
<br />MAY, 1994
<br />
<br />PROJECT NO,
<br />94D5B
<br />
<br />SHEET NO,
<br />
<br />1
<br />
<br />i
<br />
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