HomeMy WebLinkAbout2003 Site Plan7a
m
/-U CRUSHED GF
-'� NO PLASTIC
�rn
EXISTING GARAGE
GRANITE STEPS
II
Ff
son
:� �;ti • 1r1rr
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us
6 ' 0 DEGREE ELBO'..� TO SURFACE W/ GAP
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CONCRETE JUNT'ON BOX: SEE DETAIL
-1/� RISERS EXI57ING
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PROPERTY" LINE
i�;," 45 DEGREE "Y" FITTING TO TURN CORNERZ11/
/ ACD A 6" 90 DEGREE ELBOW T^ SURFACE W,' c'" DRAIN INLET COVER
/-' fo" 90 DEGREE ELBOW TO CONCRETE SPLASH SUMP, SCBE N COQ/ER C\/EF: OFENNINGs
FORM CONCRETE SPLASH BOX WITH OUTLET LIP 211 BELO TOP STEP
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NEW ...
s��!r�iris r4�yr,+y4r'�+yyyy'y�!ry4♦y♦i,`����,pa DRI
G�r� '�� ;:ryri,�riry'' s♦�ssiys�++s:������� R 4
T' a70 5F ON
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-
INFILTRATION BED
W/ &" SLOTTED
/PVC PIPE
SWALE
CRABAPPLE INFILTRATION EXISTING DECK
REMC�/E EXISTING --�--�
FIR Her"C FILTRATION BED BE'` CONCRETE WALK AND EXISTING WALK
W/ (o" SLOTTED WOOD DECK
I
EXGE35 LIP'1ESTONE
DRI ,/EWA- BASE
MATERIAL± REPLACE
WI T N TOPSOIL OR NEW
OPEN GsR'AVEL BASE
2 15RICK SOLDIER COURSE EDGE! TY4;� -- BRICK' PAVERS: 8 CM
THICK RECTANGULAR,
EXTYEND BASE BEY'ON � PRE -CAST CONCRETE
OR CLAY LU'
TOF' OF BRICK TO BE I" A5 -),/E ---r - SEPARATING RIBS
ADJACENT SOD OR MULCH MATERIALS `�� ANG CHAMFERED TOP
EDGE
I -J" X 1}" X A" STL ANGLE EDGE, CUT WEBS j..
AS REQ'P FOR SMOOTH ALIGHMENT % GROSS SLOPE DC N07 FILL
JOINTS WITH
SAND
6" X 12" X 12" CONCRETE THRUST
BLOCKS 3' OC 34$"
{
° x 149" GAL V 5%SPIKE 3' OC
3" DEPTH J" CRUSHED LIMESTONE, NO FINES
9" DEPTH J}" CRUSHED LIMESTONE, NO
FINES
J" LAYER of J" CRUSHED LIMESTONE,
NO FINES r
GEOTEXTILE SEPARATION FABRIC _
UNMISTURBED SUBGRADE -
FERMEABLE BRICK FAVING - SECTION ------t-
NARDCO',/ER CALCULATION
i
EXISTING
PROPOSED
I- 0UaE
2100
-1100
GARAGE
490
413 to
DRI;/EWA"
800
818
SIrDEWALK/STEPS
208
190
PATIO AND DECK
r040
&40
TOTAL HARDCO'/ER 4304
4304
ALLOWED B,r'
\/ARIANCE
CAST IRON GRATE
PROVIDED 157' CU
SET ON TOP OF
CONCRETE NO
FASTENERS
CONCRETE JUNCT
BOi/: USE POLI'
PLANTING POT
PROVIDED BY a
AS INTERIOR FOR
CUT OUT HOLES F+
PIPES
SET JUNCTION BOX TOP
ELEVATION &. BELOW GARAGE
JUNCTION SOX. NO SCALE
E W) I" HOLES IN
DEGREES,SURROUND
7NE CHIP$. PERMTER
:, 4" TOPSOIL COVER
0'' FIFE DRAIN: NO SCALE
NOTES:
1. SITE INFORMATION TAKEN FROM
CERTIFICATE OF SUR`/EY DATED 4 MA'7' 1995
BY' AC'VANCE SUR`/E1"'ING AND ENGINEERING
CO, MINNTEONKA, MINNESOTA
30 OCTOBER 2003
SITE PLAN
Laror+o
J" MINUS CRUSHED
STONE OR C-1flCRETE
BASE
4
c�80-7 G'aaeo /f:;L jeCd-,-
PRIME STEEL WITH
2 COATS, PAINT
FLAT BLACK
3" SOL ID BA
J" SUPPORT ROD
6" RADIUS
3" SQ Stlz--�
TUBE
ALIGN V 2" INSIDE
EDGE OF STAIR
_ 36" ABOVE
-TREAD N05E
� I}.. oD x J„
5TL PIPE
HANDRAIL NO &GALE
EXIvTING ELECTRICAL CO DUIT AND SU -PANEL
EVSTINGs ECK TO REMAIN
21(o S EXISTING RR TIE
STEP AND CHEEKWALLS.
REM \,/E AND ID5P05E OF i
PRO E RL -T . \
1
APPRO IMATE AREA OF
LOW, MI ED /E(:2zET,4TIOW\
q. P" N4 a>"i.
14'119 _ 13
14 1618
11 �
I - 12
24 k
r 26'' /
298 ��� l
\ x
�31, A
/ 4<'�
' 4 9
_. .� 4145 43
. A2
+ G
`-NEW 3' WIDE STAIR. 3 FL HTS
� N•
F T .G, l
,. O 1e SERA �I � .. L N� NGS
- - AND CONTINUOUS HAND AIL
EXACT LOCATION TO B
VERIFIED ON 51TE WITHHE
LANDSCAPE ARCHITECT SEE
_..__ DETAIL BELOW. RES:TO E
DISTURBED SOILS ARE 5 WITH
DA''LILLIE5 (HEI"1EROC LL15
FULVA I OR NAND FITTE FIELD
STONE &URF,4CE
i
TMlC.16 114GtM
�a AMC,ecwe . b
cu, ,e Aw Eooa . 14
mom
•
SOLID STONE STAIR PIECES, 1411 '
HIGI4, 36" WIDE I6" DEEP
GRANITE. WISCONSIN LIMESTONE -'
OR INDIANA LIMESTONE
� r
NEW 5TAIR ACCESS TO LAKE NO SCALE
01 8' Ifo' 24'
L-A OM
.,--I 1
CITY OF ORONO
-X, 8,1TE PIAN GRADING1 PLAN
APPR0141,f�°�,! - Ca/6e /kc$,S s M&S
[_ � "IMD WITH REVISIONS- Q 2e
i 4' 1 F VE'
DATE _ t�•it1-03 .�..—
W Ay
IV0 I -c-'
PAVe-RS N07 0,UAN'Cd !^s t254
0"L>j 1 ACC44FS Farr. s �
C%Zxjs(-Ju-y-) 6R,4v �Z
lS RAM L0 40 RL
s�
NO COPY' w
Q
BAILEY REIDENCE
2807 CASCO POINT ROAD
ORONO, M-1 NESOTA
-1
ja es
ro in
landscape
architect
5935
glencoe road
excelsior,
minnesota
55331.3133
952-474.3946
952.4745450
I
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OVv`
Ay
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Az
to
/
d)
r
1
c�80-7 G'aaeo /f:;L jeCd-,-
PRIME STEEL WITH
2 COATS, PAINT
FLAT BLACK
3" SOL ID BA
J" SUPPORT ROD
6" RADIUS
3" SQ Stlz--�
TUBE
ALIGN V 2" INSIDE
EDGE OF STAIR
_ 36" ABOVE
-TREAD N05E
� I}.. oD x J„
5TL PIPE
HANDRAIL NO &GALE
EXIvTING ELECTRICAL CO DUIT AND SU -PANEL
EVSTINGs ECK TO REMAIN
21(o S EXISTING RR TIE
STEP AND CHEEKWALLS.
REM \,/E AND ID5P05E OF i
PRO E RL -T . \
1
APPRO IMATE AREA OF
LOW, MI ED /E(:2zET,4TIOW\
q. P" N4 a>"i.
14'119 _ 13
14 1618
11 �
I - 12
24 k
r 26'' /
298 ��� l
\ x
�31, A
/ 4<'�
' 4 9
_. .� 4145 43
. A2
+ G
`-NEW 3' WIDE STAIR. 3 FL HTS
� N•
F T .G, l
,. O 1e SERA �I � .. L N� NGS
- - AND CONTINUOUS HAND AIL
EXACT LOCATION TO B
VERIFIED ON 51TE WITHHE
LANDSCAPE ARCHITECT SEE
_..__ DETAIL BELOW. RES:TO E
DISTURBED SOILS ARE 5 WITH
DA''LILLIE5 (HEI"1EROC LL15
FULVA I OR NAND FITTE FIELD
STONE &URF,4CE
i
TMlC.16 114GtM
�a AMC,ecwe . b
cu, ,e Aw Eooa . 14
mom
•
SOLID STONE STAIR PIECES, 1411 '
HIGI4, 36" WIDE I6" DEEP
GRANITE. WISCONSIN LIMESTONE -'
OR INDIANA LIMESTONE
� r
NEW 5TAIR ACCESS TO LAKE NO SCALE
01 8' Ifo' 24'
L-A OM
.,--I 1
CITY OF ORONO
-X, 8,1TE PIAN GRADING1 PLAN
APPR0141,f�°�,! - Ca/6e /kc$,S s M&S
[_ � "IMD WITH REVISIONS- Q 2e
i 4' 1 F VE'
DATE _ t�•it1-03 .�..—
W Ay
IV0 I -c-'
PAVe-RS N07 0,UAN'Cd !^s t254
0"L>j 1 ACC44FS Farr. s �
C%Zxjs(-Ju-y-) 6R,4v �Z
lS RAM L0 40 RL
s�
NO COPY' w
Q
BAILEY REIDENCE
2807 CASCO POINT ROAD
ORONO, M-1 NESOTA
-1
ja es
ro in
landscape
architect
5935
glencoe road
excelsior,
minnesota
55331.3133
952-474.3946
952.4745450
I
COV-0-
Ay
OVv`
Ay
9WZZO