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7a
<br />m
<br />/-U CRUSHED GF
<br />-'� NO PLASTIC
<br />�rn
<br />EXISTING GARAGE
<br />GRANITE STEPS
<br />II
<br />Ff
<br />son
<br />:� �;ti • 1r1rr
<br />I
<br />us
<br />6 ' 0 DEGREE ELBO'..� TO SURFACE W/ GAP
<br />i?
<br />CONCRETE JUNT'ON BOX: SEE DETAIL
<br />-1/� RISERS EXI57ING
<br />, L IGH-
<br />y�, y�ifiysifih.♦j.�
<br />�''
<br />+:..:� `.::• .�"i s y'�i Ali r y♦ ♦i:.�
<br />+•f,� �a,►yiir •;iso rrr�,;Q►♦♦i♦,j�p++
<br />���`♦,♦♦i+�,�,��Oqrrr�+rrrg�r,•.,•.!�yri�♦:;'i�y'�►i �.'�'
<br />tit`���,`�is�rrriryr`kyr♦'i6-11e;�y♦�i��� •;yah •,
<br />PROPERTY" LINE
<br />i�;," 45 DEGREE "Y" FITTING TO TURN CORNERZ11/
<br />/ ACD A 6" 90 DEGREE ELBOW T^ SURFACE W,' c'" DRAIN INLET COVER
<br />/-' fo" 90 DEGREE ELBOW TO CONCRETE SPLASH SUMP, SCBE N COQ/ER C\/EF: OFENNINGs
<br />FORM CONCRETE SPLASH BOX WITH OUTLET LIP 211 BELO TOP STEP
<br />• � — .� .. /I a .�:
<br />�i
<br />� r � I 'moi=� == ` :w.•.r,�,+•�~;!
<br />♦���ttt��0���►y'l�yyssri�i�'rry�`"s!i,♦ss+���+b
<br />rptlgfu ttti�0`%roi r�►rif r♦y $ ♦ •° q+��
<br />unh<11r! .,'�,, r ys.:y�'rrr9$i.,..,'�fi'• �►�a
<br />s+j0'Li►s'�Gr3.��.,,y'�►sy'�► s„��,y�,♦�s♦ti,'�»�,`��d.
<br />NEW ...
<br />s��!r�iris r4�yr,+y4r'�+yyyy'y�!ry4♦y♦i,`����,pa DRI
<br />G�r� '�� ;:ryri,�riry'' s♦�ssiys�++s:������� R 4
<br />T' a70 5F ON
<br />�'yrs.y'yi'rs4r+rsirirsiis,iti`�t�+1►y -gr
<br />-
<br />INFILTRATION BED
<br />W/ &" SLOTTED
<br />/PVC PIPE
<br />SWALE
<br />CRABAPPLE INFILTRATION EXISTING DECK
<br />REMC�/E EXISTING --�--�
<br />FIR Her"C FILTRATION BED BE'` CONCRETE WALK AND EXISTING WALK
<br />W/ (o" SLOTTED WOOD DECK
<br />I
<br />EXGE35 LIP'1ESTONE
<br />DRI ,/EWA- BASE
<br />MATERIAL± REPLACE
<br />WI T N TOPSOIL OR NEW
<br />OPEN GsR'AVEL BASE
<br />2 15RICK SOLDIER COURSE EDGE! TY4;� -- BRICK' PAVERS: 8 CM
<br />THICK RECTANGULAR,
<br />EXTYEND BASE BEY'ON � PRE -CAST CONCRETE
<br />OR CLAY LU'
<br />TOF' OF BRICK TO BE I" A5 -),/E ---r - SEPARATING RIBS
<br />ADJACENT SOD OR MULCH MATERIALS `�� ANG CHAMFERED TOP
<br />EDGE
<br />I -J" X 1}" X A" STL ANGLE EDGE, CUT WEBS j..
<br />AS REQ'P FOR SMOOTH ALIGHMENT % GROSS SLOPE DC N07 FILL
<br />JOINTS WITH
<br />SAND
<br />6" X 12" X 12" CONCRETE THRUST
<br />BLOCKS 3' OC 34$"
<br />{
<br />° x 149" GAL V 5%SPIKE 3' OC
<br />3" DEPTH J" CRUSHED LIMESTONE, NO FINES
<br />9" DEPTH J}" CRUSHED LIMESTONE, NO
<br />FINES
<br />J" LAYER of J" CRUSHED LIMESTONE,
<br />NO FINES r
<br />GEOTEXTILE SEPARATION FABRIC _
<br />UNMISTURBED SUBGRADE -
<br />FERMEABLE BRICK FAVING - SECTION ------t-
<br />NARDCO',/ER CALCULATION
<br />i
<br />EXISTING
<br />PROPOSED
<br />I- 0UaE
<br />2100
<br />-1100
<br />GARAGE
<br />490
<br />413 to
<br />DRI;/EWA"
<br />800
<br />818
<br />SIrDEWALK/STEPS
<br />208
<br />190
<br />PATIO AND DECK
<br />r040
<br />&40
<br />TOTAL HARDCO'/ER 4304
<br />4304
<br />ALLOWED B,r'
<br />\/ARIANCE
<br />CAST IRON GRATE
<br />PROVIDED 157' CU
<br />SET ON TOP OF
<br />CONCRETE NO
<br />FASTENERS
<br />CONCRETE JUNCT
<br />BOi/: USE POLI'
<br />PLANTING POT
<br />PROVIDED BY a
<br />AS INTERIOR FOR
<br />CUT OUT HOLES F+
<br />PIPES
<br />SET JUNCTION BOX TOP
<br />ELEVATION &. BELOW GARAGE
<br />JUNCTION SOX. NO SCALE
<br />E W) I" HOLES IN
<br />DEGREES,SURROUND
<br />7NE CHIP$. PERMTER
<br />:, 4" TOPSOIL COVER
<br />0'' FIFE DRAIN: NO SCALE
<br />NOTES:
<br />1. SITE INFORMATION TAKEN FROM
<br />CERTIFICATE OF SUR`/EY DATED 4 MA'7' 1995
<br />BY' AC'VANCE SUR`/E1"'ING AND ENGINEERING
<br />CO, MINNTEONKA, MINNESOTA
<br />30 OCTOBER 2003
<br />SITE PLAN
<br />Laror+o
<br />J" MINUS CRUSHED
<br />STONE OR C-1flCRETE
<br />BASE
<br />4
<br />c�80-7 G'aaeo /f:;L jeCd-,-
<br />PRIME STEEL WITH
<br />2 COATS, PAINT
<br />FLAT BLACK
<br />3" SOL ID BA
<br />J" SUPPORT ROD
<br />6" RADIUS
<br />3" SQ Stlz--�
<br />TUBE
<br />ALIGN V 2" INSIDE
<br />EDGE OF STAIR
<br />_ 36" ABOVE
<br />-TREAD N05E
<br />� I}.. oD x J„
<br />5TL PIPE
<br />HANDRAIL NO &GALE
<br />EXIvTING ELECTRICAL CO DUIT AND SU -PANEL
<br />EVSTINGs ECK TO REMAIN
<br />21(o S EXISTING RR TIE
<br />STEP AND CHEEKWALLS.
<br />REM \,/E AND ID5P05E OF i
<br />PRO E RL -T . \
<br />1
<br />APPRO IMATE AREA OF
<br />LOW, MI ED /E(:2zET,4TIOW\
<br />q. P" N4 a>"i.
<br />14'119 _ 13
<br />14 1618
<br />11 �
<br />I - 12
<br />24 k
<br />r 26'' /
<br />298 ��� l
<br />\ x
<br />�31, A
<br />/ 4<'�
<br />' 4 9
<br />_. .� 4145 43
<br />. A2
<br />+ G
<br />`-NEW 3' WIDE STAIR. 3 FL HTS
<br />� N•
<br />F T .G, l
<br />,. O 1e SERA �I � .. L N� NGS
<br />- - AND CONTINUOUS HAND AIL
<br />EXACT LOCATION TO B
<br />VERIFIED ON 51TE WITHHE
<br />LANDSCAPE ARCHITECT SEE
<br />_..__ DETAIL BELOW. RES:TO E
<br />DISTURBED SOILS ARE 5 WITH
<br />DA''LILLIE5 (HEI"1EROC LL15
<br />FULVA I OR NAND FITTE FIELD
<br />STONE &URF,4CE
<br />i
<br />TMlC.16 114GtM
<br />�a AMC,ecwe . b
<br />cu, ,e Aw Eooa . 14
<br />mom
<br />•
<br />SOLID STONE STAIR PIECES, 1411 '
<br />HIGI4, 36" WIDE I6" DEEP
<br />GRANITE. WISCONSIN LIMESTONE -'
<br />OR INDIANA LIMESTONE
<br />� r
<br />NEW 5TAIR ACCESS TO LAKE NO SCALE
<br />01 8' Ifo' 24'
<br />L-A OM
<br />.,--I 1
<br />CITY OF ORONO
<br />-X, 8,1TE PIAN GRADING1 PLAN
<br />APPR0141,f�°�,! - Ca/6e /kc$,S s M&S
<br />[_ � "IMD WITH REVISIONS- Q 2e
<br />i 4' 1 F VE'
<br />DATE _ t�•it1-03 .�..—
<br />W Ay
<br />IV0 I -c-'
<br />PAVe-RS N07 0,UAN'Cd !^s t254
<br />0"L>j 1 ACC44FS Farr. s �
<br />C%Zxjs(-Ju-y-) 6R,4v �Z
<br />lS RAM L0 40 RL
<br />s�
<br />NO COPY' w
<br />Q
<br />BAILEY REIDENCE
<br />2807 CASCO POINT ROAD
<br />ORONO, M-1 NESOTA
<br />-1
<br />ja es
<br />ro in
<br />landscape
<br />architect
<br />5935
<br />glencoe road
<br />excelsior,
<br />minnesota
<br />55331.3133
<br />952-474.3946
<br />952.4745450
<br />I
<br />COV-0-
<br />Ay
<br />OVv`
<br />Ay
<br />9WZZO
<br />/
<br />Az
<br />to
<br />/
<br />d)
<br />r
<br />1
<br />c�80-7 G'aaeo /f:;L jeCd-,-
<br />PRIME STEEL WITH
<br />2 COATS, PAINT
<br />FLAT BLACK
<br />3" SOL ID BA
<br />J" SUPPORT ROD
<br />6" RADIUS
<br />3" SQ Stlz--�
<br />TUBE
<br />ALIGN V 2" INSIDE
<br />EDGE OF STAIR
<br />_ 36" ABOVE
<br />-TREAD N05E
<br />� I}.. oD x J„
<br />5TL PIPE
<br />HANDRAIL NO &GALE
<br />EXIvTING ELECTRICAL CO DUIT AND SU -PANEL
<br />EVSTINGs ECK TO REMAIN
<br />21(o S EXISTING RR TIE
<br />STEP AND CHEEKWALLS.
<br />REM \,/E AND ID5P05E OF i
<br />PRO E RL -T . \
<br />1
<br />APPRO IMATE AREA OF
<br />LOW, MI ED /E(:2zET,4TIOW\
<br />q. P" N4 a>"i.
<br />14'119 _ 13
<br />14 1618
<br />11 �
<br />I - 12
<br />24 k
<br />r 26'' /
<br />298 ��� l
<br />\ x
<br />�31, A
<br />/ 4<'�
<br />' 4 9
<br />_. .� 4145 43
<br />. A2
<br />+ G
<br />`-NEW 3' WIDE STAIR. 3 FL HTS
<br />� N•
<br />F T .G, l
<br />,. O 1e SERA �I � .. L N� NGS
<br />- - AND CONTINUOUS HAND AIL
<br />EXACT LOCATION TO B
<br />VERIFIED ON 51TE WITHHE
<br />LANDSCAPE ARCHITECT SEE
<br />_..__ DETAIL BELOW. RES:TO E
<br />DISTURBED SOILS ARE 5 WITH
<br />DA''LILLIE5 (HEI"1EROC LL15
<br />FULVA I OR NAND FITTE FIELD
<br />STONE &URF,4CE
<br />i
<br />TMlC.16 114GtM
<br />�a AMC,ecwe . b
<br />cu, ,e Aw Eooa . 14
<br />mom
<br />•
<br />SOLID STONE STAIR PIECES, 1411 '
<br />HIGI4, 36" WIDE I6" DEEP
<br />GRANITE. WISCONSIN LIMESTONE -'
<br />OR INDIANA LIMESTONE
<br />� r
<br />NEW 5TAIR ACCESS TO LAKE NO SCALE
<br />01 8' Ifo' 24'
<br />L-A OM
<br />.,--I 1
<br />CITY OF ORONO
<br />-X, 8,1TE PIAN GRADING1 PLAN
<br />APPR0141,f�°�,! - Ca/6e /kc$,S s M&S
<br />[_ � "IMD WITH REVISIONS- Q 2e
<br />i 4' 1 F VE'
<br />DATE _ t�•it1-03 .�..—
<br />W Ay
<br />IV0 I -c-'
<br />PAVe-RS N07 0,UAN'Cd !^s t254
<br />0"L>j 1 ACC44FS Farr. s �
<br />C%Zxjs(-Ju-y-) 6R,4v �Z
<br />lS RAM L0 40 RL
<br />s�
<br />NO COPY' w
<br />Q
<br />BAILEY REIDENCE
<br />2807 CASCO POINT ROAD
<br />ORONO, M-1 NESOTA
<br />-1
<br />ja es
<br />ro in
<br />landscape
<br />architect
<br />5935
<br />glencoe road
<br />excelsior,
<br />minnesota
<br />55331.3133
<br />952-474.3946
<br />952.4745450
<br />I
<br />COV-0-
<br />Ay
<br />OVv`
<br />Ay
<br />9WZZO
<br />
|