2007-07-10_EXCELSIOR_COVENANT_CHURCH_EXPANSIONCall 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
for
Removals, Site, Grading, Stormwater Pollution Prevention,
Utilities and Tree Replacement
for
SHOREWOOD, MINNESOTA
l
Trd ff i..y /:`r Lake r
has —�s , Haoper = L
R 8 R } I I f m Vine St
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ci t
I `• 5 ` } r 1 'r >
.55'51 R
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StAihans
B ay
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SIC fw Shady N 0
��_ ',fi —f, •y i
``j� Epp °� � _ _� ,� i •�
�y i , r 1,
f i i Lake k_.
or
Chrfstrnas •'�, ---'
Lake `y ilveywood -
LOCATION MAP
E�
o
SHEETINDEX
SHEET DESCRIPTION
1 TITLE SHEET
2 EXISTING CONDITIONS
3 REMOVALS PLAN
4 SITE PLAN
5 GRADING AND STORMWATER POLLUTION
PREVENTION PLAN
6 STORMWATER POLLUTION PREVENTION DETAILS
7 UTILITY PLAN
8 -9 WATERMAIN PLAN & PROFILE
10 GENERAL DETAILS
11 TREE REPLACEMENT PLAN
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/ manhole _ power pole
tap =1007 50
manhole inv =996 / 10" ape
/ tap - 1005.09
st
8" 24 oak
° ust 1714 "locust
30 "oa!^ 36 oak
r,8 maple
(�
p ower P P 14'locust 30 "oak
r j E
° 14 "Inciist
Inv 981.70E
nv= 977.20W
top
manhole
-c �
12�
— 1
mv= 975.71
0 18 ° rcp
❑weir
top= 976.19
a_
;Y9" locust
/ / -,10 "locust
/ Inv -98250 -
/
top J ak
manhole
(o � i0 "oak 24 "oak 24 "o3k
S popla� _
ID 0
9 - 4' bass_voo A o
2
/ / I I 2" lecu st 28 °maple
�� poWsr p o
10 "elm fl m aple
- 10 "maple /b
le
- - O g"
� °E 6 "oak I 0 1 oa 9'0 maple0 B8maple
apie 06..oak
0 12 "basswood �\ I I I \\ // / / \� oplar
oak / / 10 "mo le le / POWe Dole �� / O ft) oak map le Oarage d
i _ - - --
3�2/8� _ /� A L
\
14
"elm \
o
� 8 "e�xn 14 "elm 10 "slm
�� - -� �� 140 "elm
10 elm
I -�01�1\ j � - ��� � / — 4 � � maple
/ 16 "rei aP9e shed
92 "em _ curb
0 10 eTrn 1 elm
?'elrn
"elm � ` � i I i I I I r
•,� well
fi D " 1 4 "maple A i
1 10 "elm '_ _ o "� % O� 1 In
14 "el'm \ n 12 "maple
n
'016"maple m ro 24'maple A
i
units '� L F roelec trans
20 elm 8 "maple ts
>' E ��� �� � A `p roi ��� s wall
j
14-, m, 12' P'✓C -� �0 fl= 8 488 're wall c 0
u v -98212 at basin i I
G A \ 1. °a D 10 "m�ple
Ii elm �. -- ---- r 8 "p VC
\ BPmaple x mv= 6.51 m '� 01
i
\ --- \ finish 3 O _ 8 "maphe x
10"elm 8 "rn3Ple 81 m O
_ 998 0 O
Flag -- t floor finish o conc
\ ____ A 9ni D2 = 12 "elm
Ca 0
floor
9 fin 5 EXISTING' g ��LDIN�
9 "el
m
t - i floor i {� 0
--- -_ co c `u /
0
__ c no °/c unit n o "elm
/
8 ° pipe ---
o eonc � 14 "elm
n
-- o /
al 14e1-in /
8 "pine -- ---- rain _ Alm
out 7
986. fi7 °
0 8 "pike - - -- finish «l out stones Wall find g0
o-� ` \ _'`< -- ° 987 72 f1= 988.44 �51oor
m - F floor catch basin con
S "pipe 12 "P V'; Inv-985.61
V 20 "elm
O
o \ —
6ti "oak
r 7
C
979.4 -- --- � \ � � c�
I _ ° f 20 locust U , -t lochs
------ �,..� o ._ - _v im / O 0 16 "Ib ust /-
EXISTING 8' pin& _ - 14 "lolnytt
WETLAND 6 1 - -- -- l / 10 "locust 12'locu O" to ust —�-� - 14"e
i AC 12 0
�Im - - - -- _ - - -- 1
\ - - -_ � 4 �8 "e1 f O
1 - - -- 12 ° locust �
16 ° elm S - A i-'�le Walk 0 G 4 "locust v 0 22'el m'
conc a 12" lac ,18'50 ust
0 m
d"loaustr14 "et
t way \i i1 1� 9 f cust —
_ spill U V d locu net t cost
locus __ i
8 ° k - —
i
0 12'I a st Pipe /
i
10 locus
�,�3 I t —
'i ,Fj1 "oou - --
^0 "i " elm cleanout / i 110 "locust
I� " / / i � i � i '� i � / - -- �
16 "elm 16 el rr 1 � I i i i � V � / �--
V
I 1 elm J Cy / / -8 basswood
9 "elm elm
9 "elm 12 elm d8' elm i�
_1f�..elm /
10 "elm
12 "elm
10" Im catch basin
0 dz�' /� / - f1= 986.15
014 °elm �14'�Im 12'e1i "Inn U cleanout % / 9n ok
9 "e 10' e
n 44 "eak 1 nv= 981.92
0 / �' / �/ /
S "elm /
9'elm 10
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
NOTES
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
ALL EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO
REMOVALS.
CONTRACTOR TO REMOVE /RELOCATE EXISTING PRIVATE UTILITIES
AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH
UTILITY COMPANIES.
CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON
PLANS. ALL PERMITS, APPLICATIONS AND FEES ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REMOVING
AND REINSTALLING, ALL FENCES, SIGNS, MAILBOXS AND OTHER
MISCELLANEOUS ITEMS. MAIL SERVICE MUST BE MAINTAINED
THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT
RELOCATION OF ABOVE ITEMS MAY BE NECESSARY AND SHALL
BE COORDINATED WITH THE APPROPRIATE PARTY. ALL WORK
REQUIRED TO COMPLETE THE ABOVE SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
BENCHMARK
TOP NUT OF THE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF PROPERTY.
ELEVATION = 994.28 FEET
PROPERTY DATA
PROPERTY ADDRESS: 19955 EXCELSIOR BLVD.
SHOREWOOD, MN 55331
PROPERTY ID: 25- 117 -23 -43 -0069
PROPERTY AREA: 316,352 SF (7.26 AC)
LEGAL DESCRIPTION:
THAT PART OF LOTS 29 AND 30 OF AUDITOR'S SUBDIVISION
NO. 141, LYING WEST OF A LINE RUNNING
FROM A POINT ON THE SOUTHERLY LINE OF LOT 30 DISTANT
618.2 FEET FEET NORTHEASTERLY FROM THE
SOUTHWEST CORNER OF LOT 30 TO A POINT IN CENTER LINE
OF MINNEAPOLIS AND GLENCOE ROAD DISTANT
560.4 FEET EASTERLY ALONG SAID CENTERLINE FROM THE
WEST LINE OF THE SOUTHEAST QUARTER OF
SECTION 25, TOWNSHIP 117, RANGE 23. EXCEPT THAT PART
PLATTED AS THE SEASONS, HENNEPIN COUNTY,
MINNESOTA, ALSO EXCEPT HIGHWAY.
O / 0 Pop r inv= 974.98
0 9 ° elm -�" 15 "rcp 0 manhola
l 0 "poplar / / / / inv =975 03
�y e elm 0 / i' - Q zkr 9 78..
12" � /' 2 elm 29. /'�"
0 0
J2 aak /EXISTING LEGEND
- S�- "I S' Im / �> WETLAND � /�
_aLY /� catch basin
r \ —��f v /' - --G 0.121 AC ..✓'o" /
' 1 G 6 "elm f1 PROPERTY LINE
= 985.58
Q a6 r / 12 "el m I 12' ma e � / inv =980.92
'I" elm _5�" / / �� / - CURB LINE
cleanout
12 "elm � 10"8[m t�l/ j /�� / / C, � EDGE OF BITUMINOUS
elm
40" 0 0
g "elm
14 elm ./ / / EDGE OF CONCRETE
ry4 elm
el elm f _ FENCE LINE
�-
n �� �� A � //
\ �" �4'�e1m 2 °elm
cJk � �/ I ✓ / u (b TOPOGRAPHIC INDEX CONTOUR � _50 x
\ ,4. 0 14elm / y 1 r4P � o N TOPOGRAPHIC CONTOUR __.- go2 - - -
r �6
elm / EDGE OF WETLAND - -
\ -m LIGHT POLE
in #
_ v =98381 18 "elm 4 maple �l - - - �J / � OVERHEAD ELECTRIC oe
I` 12 "elm 12"cmp 0' aple LC POWER POLE
n o O elm G NORTH
\ u � � 1 WATERMAIN I
�+ �\ z 9c to Q FIRE HYDRANT W/ VALVE
'oak ! GATE VALVE Po
a 14l O 'j 0 4L' SANITARY SEWER >
0 manhole �► SANITARY MANHOLE 0
G STORM SEWER
°elm 86 inv 98 . 77 _ . 0 30 60 CATCH BASIN MANHOLE o
nn �LL in 986.57 � �nv =9 .
STORM MANHOLE 0
SCALE IN FEET FLARED END in
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09 °elm ...ii i" 15 "rc o manhole
I� 0 popllar.i� r Inv= 975.03
12 "elm /6 "elm / - elm / 6top= 978.78
O �,{„e� X7022 "elm .'>� 20 "aak
l ' 18 'elm .,'� O
r4 1G�em� i / catch basin
985.58
,II a6 "elm 12 "maple / 880.82
1 $' elm
O
,c4ean.pu.
16 "elm O �v
n 14'elm Q4elm v '
r- O 14'elm 12 elm �'.
Q2 "elm 0 O .., 40 "oak c �1t b
.014 "elm L 0 7 3r
9 5 O �
Cm , / x.973.56
inv= 983.81 18 elm aple
4 "m
12 0
amp 0 18"
h 12 "elm 0
0 0 elm �� 1 r � ` `
I• L� �� :\�\ Cod
N�
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00 "elm 12 "cmp t Pn h986.77A/
44 jLL in —986.C577 0 i nv =9 .�57 7
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Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
LEGEND REMOVAL EXISTING
CURB h GUTTER++ -�
BITUMINOUS PAVEMENT
TREE X
LIGHT POLE >Oc xk
SAWCUT LINE
CLEAR & GRUB AREA
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
ALL EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO
REMOVALS.
CONTRACTOR TO REMOVE /RELOCATE EXISTING PRIVATE UTILITIES
AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH
UTILITY COMPANIES.
CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON
PLANS. ALL PERMITS, APPLICATIONS AND FEES ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REMOVING
AND REINSTALLING, ALL FENCES, SIGNS, MAILBOXS AND OTHER
MISCELLANEOUS ITEMS. MAIL SERVICE MUST BE MAINTAINED
THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT
RELOCATION OF ABOVE ITEMS MAY BE NECESSARY AND SHALL
BE COORDINATED WITH THE APPROPRIATE PARTY. ALL WORK
REQUIRED TO COMPLETE THE ABOVE SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
DIMENSIONS SHOWN ON THIS PLAN REFER TO THE BACK OF
EXISTING CURB.
BENCHMARK
TOP NUT OF THE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF PROPERTY.
ELEVATION = 994.28 FEET
xo RT1
7
0 30 60
SCALE IN FEET
F
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/ CONCRETE APRON — — —
— m
/ S — L=
/ V
=54.56
R= 30.00'
fF10471'52"
/ ------ - - - - --
24.0'
6
I Ki
I TEMPORARY ENTRANCE
.5" BIT. OVER 6" CL. 5)
III
v� 11 r Q L -J• .- o'•
I '
i o
� '.,.
30 .9 - SCREEN WALL
BUILDING EXPANSION
10,500 SF
® CONCRETE SIDEWALK
48
CONCRETE
f,
998.8
floor
EXISTING BUILDING
0onc
e wall finlsh
9 93:60
floor
con
0
0
0
C - ` � A
2.6 -
PEDESTRIAN RAMP (TYP)
R= 12.00'
R=
V �ign
1
T
a
1
1
T
1
I
I
T
I
I
—
5' —�-
I
=4.50' �-
I
I
I
1
T
❑shed
35
shed
EXISTING CURB
AND GUTTER
I Ished / STORMWATER POND /
/ e4Tewd
/ /e\\ e tie
O k c
e dg e
VARIES (EQUALS GUTTER WIDTH)
VARIES
(10' Tf GRADE 3/4" PER liARIABTE GRADE 6 "X fi"
FOOT f � WIRE MESH
3"
T CONCRETE PAVEMENT
NOTES: 4" AGGREGATE BASE
CONCRETE TO BE 7" THICK (MINIMUM),
REINFORCED WITH 6 "X 6" WIRE MESH.
CONCRETE APRON SHALL BE CONSTRUCTED
ON 4" COMPACTED AGGREGATE BASE (SEE
SPECIFICATIONS).
SECTION A -A
NO SCALE
POUR CURB INTEGRAL
A WITH CONCRETE SLAB
VARIE
VARIES
(I D' TYP.)
A EXPANSION JOINT
PLAN (TYP)
NO SCALE
REVISED 11/03/05 PAVEMENT
PVMT - 1 4 CONCRETE DRIVEWAY APRON - COMMERCIAL
LEGEND PROPOSED EXISTING
PROPERTY LINE
OURB LINE
BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
LIGHT POLE
POWER POLE 9 a
SIGN g g
HANDICAP PARKING 6, (�a.
SITE NOTES
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL DIMENSIONS ARE SHOWN TO THE GUTTERLINE OF CURB
UNLESS OTHERWISE NOTED.
BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF
BUILDING UNLESS OTHERWISE NOTED.
TYPICAL FULL SIZE 90' PARKING STALL IS 9' X 18' UNLESS
OTHERWISE NOTED.
ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
ALL CURB AND GUTTER TO BE 8612 UNLESS OTHERWISE NOTED.
PEDESTRIAN RAMPS TO BE CONSTRUCTED AT ALL CURB
CROSSINGS OF SIDEWALK.
SITE DATA
SITE AREA: 316,352 SF (7.26 Al
BUILDING AREA:
EXISTING 16,000 SF
PROPOSED EXPANSION 10.500 SF
TOTAL 26,500 SF
PROPOSED PARKING PROVIDED: 223 STALLS
SIGNAGE & STRIPING NOTES
HANDICAPPED PARKING PROVIDED PER ADA CODE.
CONTRACTOR SHALL PAINT ALL HANDICAPPED STALLS,
HANDICAPPED LOGOS AND CROSS HATCH HANDICAPPED
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT, 4" IN
WIDTH.
ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND
STEEL CASING WHERE REQUIRED.
ALL SIGNS TO BE PLACED 18" BEHIND THE BACK OF CURB
UNLESS OTHERWISE NOTED.
CAP REQUIRED
__
00
- CAP REQUIRED
REF
CURB AND
GUTTER
SIGNAGE PLAN
1z"
I II I
FOR DETAIL
Y7'-O"
I J
2 GALVANIZED
z4"
�L z" GALVANIZED
STEEL PIPE,
STEEL PIPE,
ROUND, SET IN
60" TO ROUND, SET IN
CONCRETE
CENTER OF CONCRETE
MOWING EDGE
SIGN T
T
z' —G 'I
REFER TO SITE
MIN I,: 36 PAVEMENT
PLAN FOR
SU PEACE
TREATMENT
r
2' -0"
o I L _ _ 6" GALVANIZE
III III
I : MIN_ 3' -0°
I' :III STEEL CASING
1_
--
"� I I CONCRETE
III L- - FOOTING
3
finlsh
987.
10"
-III_,- III
- -
floor
SIGN INSTALLED IN
HANDICAP STALL PARKING SIGN
LANDSCAPE AREA
INSTALLED IN PARKING LOT
NOTE: SIGN TO BE 2 -SIDED WHERE HANDICAP
PARKING STALLS FACE ONE ANOTHER
--
0
N
� \
0 \
---
finish
AV
2
987.7
(
_ -�
F
fIOOY
O
\
a
--
_ ?—
EXISTING
---
`
\ _
_
- - --
------ -`
------
WETLAND
0.911 AC
------
_
—
t
\
_
\. spillway °
f
F
1 i
T '
/
I
i T
V
I
1
1
I
BUILDING EXPANSION
10,500 SF
® CONCRETE SIDEWALK
48
CONCRETE
f,
998.8
floor
EXISTING BUILDING
0onc
e wall finlsh
9 93:60
floor
con
0
0
0
C - ` � A
2.6 -
PEDESTRIAN RAMP (TYP)
R= 12.00'
R=
V �ign
1
T
a
1
1
T
1
I
I
T
I
I
—
5' —�-
I
=4.50' �-
I
I
I
1
T
❑shed
35
shed
EXISTING CURB
AND GUTTER
I Ished / STORMWATER POND /
/ e4Tewd
/ /e\\ e tie
O k c
e dg e
VARIES (EQUALS GUTTER WIDTH)
VARIES
(10' Tf GRADE 3/4" PER liARIABTE GRADE 6 "X fi"
FOOT f � WIRE MESH
3"
T CONCRETE PAVEMENT
NOTES: 4" AGGREGATE BASE
CONCRETE TO BE 7" THICK (MINIMUM),
REINFORCED WITH 6 "X 6" WIRE MESH.
CONCRETE APRON SHALL BE CONSTRUCTED
ON 4" COMPACTED AGGREGATE BASE (SEE
SPECIFICATIONS).
SECTION A -A
NO SCALE
POUR CURB INTEGRAL
A WITH CONCRETE SLAB
VARIE
VARIES
(I D' TYP.)
A EXPANSION JOINT
PLAN (TYP)
NO SCALE
REVISED 11/03/05 PAVEMENT
PVMT - 1 4 CONCRETE DRIVEWAY APRON - COMMERCIAL
LEGEND PROPOSED EXISTING
PROPERTY LINE
OURB LINE
BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
LIGHT POLE
POWER POLE 9 a
SIGN g g
HANDICAP PARKING 6, (�a.
SITE NOTES
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL DIMENSIONS ARE SHOWN TO THE GUTTERLINE OF CURB
UNLESS OTHERWISE NOTED.
BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF
BUILDING UNLESS OTHERWISE NOTED.
TYPICAL FULL SIZE 90' PARKING STALL IS 9' X 18' UNLESS
OTHERWISE NOTED.
ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.
ALL CURB AND GUTTER TO BE 8612 UNLESS OTHERWISE NOTED.
PEDESTRIAN RAMPS TO BE CONSTRUCTED AT ALL CURB
CROSSINGS OF SIDEWALK.
SITE DATA
SITE AREA: 316,352 SF (7.26 Al
BUILDING AREA:
EXISTING 16,000 SF
PROPOSED EXPANSION 10.500 SF
TOTAL 26,500 SF
PROPOSED PARKING PROVIDED: 223 STALLS
SIGNAGE & STRIPING NOTES
HANDICAPPED PARKING PROVIDED PER ADA CODE.
CONTRACTOR SHALL PAINT ALL HANDICAPPED STALLS,
HANDICAPPED LOGOS AND CROSS HATCH HANDICAPPED
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT, 4" IN
WIDTH.
ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND
STEEL CASING WHERE REQUIRED.
ALL SIGNS TO BE PLACED 18" BEHIND THE BACK OF CURB
UNLESS OTHERWISE NOTED.
CAP REQUIRED
BE
- CAP REQUIRED
REF
CURB AND
GUTTER
SIGNAGE PLAN
1z"
I II I
FOR DETAIL
Y7'-O"
I J
2 GALVANIZED
z4"
�L z" GALVANIZED
STEEL PIPE,
STEEL PIPE,
ROUND, SET IN
60" TO ROUND, SET IN
CONCRETE
CENTER OF CONCRETE
MOWING EDGE
SIGN T
T
z' —G 'I
REFER TO SITE
MIN I,: 36 PAVEMENT
PLAN FOR
SU PEACE
TREATMENT
r
2' -0"
o I L _ _ 6" GALVANIZE
III III
I : MIN_ 3' -0°
I' :III STEEL CASING
CONCRETE CURB
& GUTTER
I I.
t �
"� I I CONCRETE
III L- - FOOTING
3
CONCRETE
FOOTING
10"
-III_,- III
12"
SIGN INSTALLED IN
HANDICAP STALL PARKING SIGN
LANDSCAPE AREA
INSTALLED IN PARKING LOT
NOTE: SIGN TO BE 2 -SIDED WHERE HANDICAP
PARKING STALLS FACE ONE ANOTHER
LDSP -01
SIGN INSTALLATION - TYPICAL
A 7 RAMP SURFACE AS PER
MATCH SIDEWALK WIDTH I ADA STANDARDS W/
TRUNCATED DOMES.
FRONT FACE
OF CURB CURB RADIUS
s 5
VARIES
A—
PLAN VIEW OF RAMP
APPROX. ROUND ALL SLOPE
tort SLOPE INTERSECTIONS
—� 4 �5
MIN.
4' MIN.
ELEVATION OF RAMP
1" PER FT
OR FLATTER 4" CONCRETE WALK
rl - -- - - 4" BASE
CONCRETE CURB
AND GUTTER
SECTION A -A
REVISED 11/0 °S PAVEMENT
PVNI
PEDESTRIAN RAMP
PVMT -03
MIN. OF 4 "J MINIMUM 1' BEHIND
AGO. BASE UNDER CURB BACK OF CURB
(IF TOTAL THICKNESS OF
SECTION ALLOWS)
BE
STYLE
TYPE
CURB AND
GUTTER
eslz
1z"
z0"
B818
18
26
a6z4
z4"
3z"
PVMT -03
MIN. OF 4 "J MINIMUM 1' BEHIND
AGO. BASE UNDER CURB BACK OF CURB
(IF TOTAL THICKNESS OF
SECTION ALLOWS)
CONCRETE CURB
& GUTTER
2'
-M 5`I
TAPER
SP
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PERSPECTIVE
REVISED 11 PAVEMENT
PVMT -18
CURB TAPER
L= 75.64'
R= 120.00'
75
r, v �
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R= 20.00' L R= gara
W= 66'37'02"
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REVISED 11 PAVEMENT
PVMT -18
CURB TAPER
L= 75.64'
R= 120.00'
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W= 66'37'02"
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/ power pole /
manhole /
/ 0 top 6 4 50 of
anhole NPo �nv= 99.2
m
/ top- l ODE. o9
os
/
CONCRETE APRON 1 00 6 oF-' / , / t 4 "oak
0
O ` Q ' a 30 ocF 36 ook
/ ^ ` 00 i 08 maple
power 9�
`� c
r os P -__� 0 � 14'lo ust 30 "oak
4 Ine st
o " PLACE SILT FENCE PRIOR
PLACE SILT FENCE PRIOR 9 "locust TO GRADING OPERATIONS
TO GRADING OPERATIONS _ '�..�` _ 10 "locust
top
manhole �� �� �� } ROCK CONSTRUCTION
ENTRANCE 24 "oak 24 "o3k
'2 2 ass o I K 1' 12 "locust 28 "ma p le
power
I
7 1 0 4 10 "maple
26' oak < I
7 � aE I � b 8"mapl
i c- - 004 �. I 9'maple 8..maple
P LACE 9
nv
G RADING COMPLETION - t 1006 1M I I' , g ^ p' 1 e 36 "oak
<�` T
0
t op= 991.09 < of 012 "bosswo +��. 8 "poplar
manhole o k -X 1002 . x �? �, 10 "mople
<- PoW@ pole / 0. 0 0 - - -� 0 1' 1 maple x
9 0 e
- 994,28 x
- F= ��\\ s �__ _- a� II o garag ❑s ed
MATCH EX. CURB
I, x
I
e
D1P f o �., -. - - _ b _ 99
014'elm
�... 10 "e - -- - --
____�
10 "el >.
00 �- '�.. � _
10 elm 8"e �7 00 _- ,L_ -" 9 V I I 1 -. \ 14 °maple
�
ul2 "elr �� ��� 99�ao0 9966 s ees 2 I I II 16 „W°pie Shod
\_ _ , n , MATCH EX. CURB
0 10 elm I �� Im x 8.70
r,
`-+ 12" n I r
1 � �� � I I �
I
I0 "elm i BUILDING EXPANSION
/� �+
10 "elm 1 0,500 SF
CURB A GUTTER ROMFB612 ��,. a�. ... .... \,' Im
4 16`n��apl �� O ou I y I \ 12
I o X
PLACE SILT FENCE PRIOR L. _b\ f - - -- units
TO GRADING OPERATIONS 20 "elm e «��« 0 9 �9. o ° '
14"-e mr 12'P' - -_- m I I I
f ir v-982 2 V I 10 "m�ple'
a "eI\ - - - -- ; I I 9 t o 1
8 °maple 1 q
'nv= 975.71 10 "elm \. 8 "rn3lde '\ fmish81 .00 I �c9 8 "mapl•ex
0 18 rap \ flog - - - -- 9floor __ I I
❑weir 1 I I 12 "elm
top= 976.19 -- - - -- \
rin,en BUILDING 1 I
5 TING
_ - 98fl.0 EXIS 1 1 1 II g „elm
V - floor REFER TO INSET FOR 1 I -D 0
DETAILS WITHIN THIS AREA
-
e -
8 pi f co c ... . .. L. II
_ c no a c unit
8 "ehe - --_ 0 �conc _ - � I I I 14 "elm
0
m I 14 el -r m. drai ..99k$6 1 _ I I I n 14�Im
8 "�lne - - - I
m - I I =9 8. 9 9N�
§ _ I a .67
8 " - _ I °
pike - -- finish Clean out stone wa ll 9938 MATCH R
f1= 988.44 I 1
`' \ F 987 72 floor
m \ floor catch basin con 9g I I /
S "pipe 12 "PV'; inv= 985.61
0 20 "elm
_ 6, oak >
_ t \ _ o \ PLACE SILT FENCE UPON
_ 1 1 I I
12" vL V " CURB & GUTTER/ INSTALLATION
e
979..4h - - e I,ti I
20 "locust `/ 0g �.5 9 9� -
_ 997"1 i I
EXISTING 1 8 "piny
-- - -1f- -- I 14 "elm
WETLAND \ / - 10'locust
0.91± AC / II
12 "�Im -----
--- ------ 12 "locust /MATCH
\ 'EX. CURB
16 "elm - A 1-'�te walk 0 0 4 "locust
� Oo71a � a i2 "loa
p I /
illway /
� tVi � [ I f� -
I \ TEMPORAR / ji
EROSION CONTROL NOTES
ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR
TO COMMENCEMENT OF GRADING OPERATIONS AND BE
MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE
BEEN RESTORED.
ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH
CRUSHED ROCK ACROSS FULL WIDTH, FROM ENTRANCE POINT
TO 75 FEET INTO CONSTRUCTION ZONE (REFER TO DETAIL).
ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED, SHALL
HAVE EROSION CONTROL FABRIC INSTALLED ON SLOPE PER
MNDOT SPEC. 3885. VERIFY RESTORATION METHOD AND SEED
MIXTURE. CONTRACTOR TO SUBMIT SHOP DRAWING TO ENGINEER
FOR APPROVAL PRIOR TO INSTALLATION.
TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM
SEWER STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL).
SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL
DEVICES AS NECESSARY, AT CONTRACTORS EXPENSE, AND
MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED
BY 50X
SEDIMENT TRACKED OFF -SITE, AS A RESULT OF CONSTRUCTION
TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS
AT CONTRACTORS EXPENSE.
OWNER TO PROVIDE TWICE ANNUAL PARKING LOT SWEEPING TO
MEET WATERSHED BMP REQUIREMENT CRITERIA.
ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED,
WOOD FIBER BLANKET OR PAVED SURFACE WITH 14 DAYS.
CURBED ISLANDS & AREAS BEHIND SIDEWALKS TO BE SODDED..
.0 ' r- 0 �2. .0,-I
r� 6 6 a
�r3t
CONCRETE SIDEWALK
SECTION B -B
PROPOSED
BUILDING
EXPANSION
SECTION A -A
J a
1 ,ROCK DYKE o /
W/ FABRIC -
90 " Im % ( CLEAR) /
11b 'eim i i 'I � cleanout
16'elm 16'
el �� i i i i i V �� / / 974
Ished /// 15 " °' STORMWATER POND
� .. HWL =979.7
NWL -978.0 i
- /�ebosswood
` �fm M =972.0 i ,�'
� 9 "elm 9'eI BOTTO
v
� I elm ,, - 4k n TO G�LT�FEN�RCC�RI9R/
_ / i
18 "el � c i � �" /` /
\ 10"elm 1 I„ / -/� A O a /
\ / catch basin
�elm 1 0"elm cannon / p er° j / / / // // tI= 986.15
9 "
Inv= 981.92
014 "elm 12 "elm
; l8 "elm
ppQ 0 1 /
14'LIm 9 elm 1 ' d /
t 0 10 "po r / L w�J � /4.98 ��
9'elm �� 15 rcP an le
i O "poplar / -/ r-o- _ I nv - 5.q�/
12 "elm 116 "elm
22' elm
4 'elm 18 J i 20 "aak / EXISfNG / �, /
I " elm / / 1 WNEETLA�10 S�'� / /
h / ! / �� �.1-2± AG- catch basin
PLACE SILT FENCE PRIOR - � /' �- � fl - 98s.sa
\ a6 "elm 12 "maple inv= 980.92
TO GRADING OPERATIONS / / /' // / 2
r $ "elm
cleanou
i
12 "elm lo " elm
\ 16��e1m m
m J
elm'` ( x '97 /
, elm
14 elm 14 "elm 12'el
�_° elm 40 oak
014'elm 'rcp'
3,56
y
1 nv =98381 1 8' -° 4Maple
12 "elm
12'cmp 0' aple
r �LLA G
h� 0
elm ` `
` N '
� r
\ �• 6 oak 9 p4
L2 oa " `j
a 14�Im O '; � LL" ,
=0 0 x f manhole
elm 12 "cmp top= 986.7�� _.
V2 �LL inv= 986.57 i nv =9 .57
NORTH
7
0 30 60
SCALE IN FEET
a
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
GRADING NOTES
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD
SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH
(COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR
SEEDED.
THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHALL
RESULT IN ALL AREAS BEING GRADED TO "PLAN SUBGRADE
ELEVATION ". THIS "PLAN SUBGRADE ELEVATION" SHALL BE
CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING
AND PAVEMENT AREAS. THE "PLAN SUBGRADE ELEVATION" IN
THE PARKING LOT AND DRIVEWAY AREAS SHALL BE
DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS
AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS
OF VARIOUS PAVEMENT SECTIONS.
ALL SPOT ELEVATIONS REPRESENT FINISHED SURFACE OR
GUTTER LINE GRADES UNLESS OTHERWISE NOTED.
EXISTING TOPOGRAPHY PROVIDED BY LOT SURVEYS INC.
LEGEND PROPOSED EXISTING
TOPOGRAPHIC INDEX CONTOUR - Scl _.600 -
TOPOGRAPHIC CONTOUR g02 - _ _ goz - - -
EDGE OF WETLAND - - - -
SPOT ELEVATION X 800.00 x 800.00
DRAINAGE SLOPE r
STORM SEWER >> >>
CATCH BASIN ■ 12
CATCH BASIN MANHOLE
STORM MANHOLE O
FLARED END ► >
FLARED END W/ RIP RAP
SILT FENCE (PRE - GRADING) --��
SILT FENCE (POST - GRADING) b- -u--��
EROSION CONTROL BLANKET
BENCHMARK
TOP NUT OF THE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF PROPERTY.
ELEVATION = 994.28 FEET
CURB
B612 CONCRETE
CURB & GUTTER
10' TRANSITION FROM B612
CURB & GUTTER TO FLUSH
d
N o _
is 6
Vd
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B0 se 6q o
a
i 2.00
3.50
2.00 d a
Q d
4 1 tiN 0�0
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d
10' TRANSITION FROM 8612
CURB & GUTTER TO FLUSH y <
a
a
d
a
10' TRANSITION FROM 8612
CURB & GUTTER TO FLUSH
B612 CONCRETE
CURB & GUTTER
INSET (1 = 10')
9
1 a.
1> a 8.00
d
300 _a
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GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
x 2" WOOD STAKE
ON CENTER
RESPONSIBILITIES
THE PROPERTY OWNER OR CONTRACTOR MUST SUBMIT A COMPLETED
NPDES APPLICATION FORM WITH THE $400 APPLICATION FEE.
THE OWNER AND OPERATOR (USUALLY THE GENERAL CONTRACTOR)
ARE JOINTLY RESPONSIBLE FOR ALL TERMS AND CONDITIONS OF THE
PERMIT.
PROPERTY OWNER OR CONTRACTOR TO SUBMIT NPDES NOTICE OF
INTENT PERMIT 7 DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
CONTRACTOR TO SUBMIT NPDES NOTICE OF TERMINATION TO MPCA
WITHIN ONE WEEK OF FINAL RESTORATION ACCEPTANCE.
CONTRACTOR TO MONITOR AND REPORT ON STORM WATER
MANAGEMENT REQUIREMENTS PER MPCA.
FOR STORM WATER DISCHARGES FROM CONSTRUCTION PROJECTS
WHERE THE OWNER OR OPERATOR CHANGES, THE NEW OWNER OR
OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN SEVEN
(7) DAYS OF ANY OF THE FOLLOWING:
1. ASSUMING OPERATIONAL CONTROL OF THE SITE.
2. COMMENCING WORK ON THEIR PORTION OF THE SITE.
3. LEGAL TRANSFER, SALE OR CLOSING ON THE PROPERTY.
THE OWNER MUST IDENTIFY A PERSON KNOWLEDGEABLE AND
EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND
SEDIMENT CONTROL BMP'S WHO WILL:
1. OVERSEE THE IMPLEMENTATION OF THE SWPPP
2. OVERSEE THE INSTALLATION, INSPECTION AND MAINTENANCE
OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S
BEFORE AND DURING CONSTRUCTION.
CONTACT
PHONE
THE OWNER MUST IDENTIFY WHO WILL HAVE THE LONG TERM
RESPONSIBILITY FOR LONG TERM OPERATION AND MAINTENANCE OF
THE PERMANENT STORM WATER MANAGEMENT SYSTEM AND DEVELOP
A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE TO
ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN
EFFECT UNTIL FINAL STABILIZATION AND SUBMITTAL OF THE NOT.
CONTACT
PHONE
REQUIREMENTS
THE PERMITTEE MUST AMEND THE SWPPP AS NECESSARY TO
INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR
MODIFIED BMP'S, DESIGNED TO CORRECT PROBLEMS IDENTIFIED OR
ADDRESS SITUATIONS WHENEVER:
1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION
OR MAINTENANCE.
2. WEATHER OR SEASONAL CONDITIONS THAT HAVE SIGNIFICANT
EFFECT ON DISCHARGE.
3. INSPECTION OR INVESTIGATION BY SITE OPERATORS, LOCAL,
STATE OR FEDERAL OFFICIALS INDICATE THE SWPPP IS NOT
EFFECTIVE.
4. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF
CONTROWNG POLLUTANTS OR THE SWPPP IS NOT CONSISTENT
WITH THE TERMS AND CONDITIONS OF THIS PERMIT.
5. THE MPCA DETERMINES THAT DISCHARGE MAY CAUSE OR
CONTRIBUTE TO NON- ATTAINMENT OF ANY APPLICABLE WATER
QUALITY STANDARD OR THE SWPPP DOES NOT INCORPORATE
THE REQUIREMENTS RELATED TO AN APPROVED TOTAL MAXIMUM
DAILY LOAD (TMDL): THE RUNOFF FROM THE SITE DISCHARGES
TO AN IMPAIRED WATER WHICH HAS AN APPROVED TMDL AND
HAS NOT BEEN PROPERLY DETAILED IN THE SWPPP.
STORM WATER PONDS, SEDIMENT BARRIERS AND OTHER MEASURES
INTENDED TO TRAP SEDIMENT ON -SITE WILL BE CONSTRUCTED AS
A FIRST STEP IN GRADING, AND WILL BE MADE FUNCTIONAL
BEFORE LAND DISTURBANCE TAKES PLACE UPSLOPE. EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS MUST BE
SEEDED AND MULCHED WITHIN 48 HOURS OF INSTALLATION.
UTILITY AND PAVING WORK WILL COMMENCE UPON COMPLETION OF
THE GRADING OPERATIONS. ALL EROSION CONTROL MEASURES AND
PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED BY THE
CITY OR LOCAL GOVERNMENT UNIT PRIOR TO BEGINNING OF ANY
GRADING.
RESPREAD TOPSOIL AND ESTABLISH TURF ON ALL ROUGH GRADED
AREAS OTHER THAN THOSE DESIGNATED FOR PADS, BITUMINOUS,
AND CONCRETE WITHIN 48 HOURS AFTER COMPLETION OF EARTH
MOVING.
GENERAL AREA SEED MIX: MNDOT SPEC. 3876.2 MIXTURE 1308.
MULCH: MNDOT TYPE 1 DISC ANCHORED, 2 TONS PER ACRE.
FERTILIZER: COMMERCIAL 10/10/10 (PHOSPHATE LIMITED TO NO
MORE THAN 400 LBS. PER ACRE)
CONTRACTOR TO DISPOSE OF ALL TRASH AND POTENTIALLY
HAZARDOUS MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL STANDARDS.
CONTRACTOR TO FORMULATE A PLAN TO ADDRESS ANY
ACCIDENTAL DISCHARGE OF POLLUTANTS OR POTENTIALLY
HAZARDOUS MATERIALS. THIS PLAN SHOULD INCLUDE
CONTAINMENT, CONTRACTING OF LOCAL AND STATE AGENCIES,
MITIGATION AND DISPOSAL.
RESPREAD TOPSOIL AND ESTABLISH TURF ON ALL FINAL GRADED
AREAS WITHIN 72 HOURS AFTER COMPLETION OF FINAL GRADING
GENERAL AREA SEED MIX:MNDOT SPEC. 3876.2 MIXTURE 50B.
MULCH: MNDOT TYPE 1 DISC ANCHORED, 2 TONS PER ACRE
FERTILIZER: COMMERCIAL 10/10/10 (PHOSPHATE LIMITED TO NO
MORE THAN 400 LBS /AC)
MAINTAIN ALL EROSION CONTROL ITEMS, REMOVE ACCUMULATED
SEDIMENTS, CLEAN UP MUD TRACKED FROM THE SITE ON TO
ADJACENT STREETS, AND CONTROL DUST (PER MNDOT SPEC 2130
AS NECESSARY TO ELIMINATE SIGNIFICANT DUST PER REQUIREMENTS
OF ENGINEER, OWNER, AND /OR CITY, UNTIL SUCH TIME AS THE
ENGINEER HAS ACCEPTED THE WORK.
TEMPORARY STOCKPILES MAY BE LEFT ON THE SITE FOR USE IN
BACKFlLL REPLENISHMENT. STOCKPILES MUST HAVE SILT FENCE OR
OTHER EFFECTIVE BMP'S TO CONTROL RUNOFF. STOCKPILES
CANNOT BE PLACED IN SURFACE WATER CONVEYANCE DEVICES
(CURB AND GUTTER, SWALES OR DITCHES). TOPSOIL WILL BE
RESPREAD PROGRESSIVELY AS THE GRADING WORK CONTINUES. IF
STOCKPILES ARE TO REMAIN FOR MORE THAN 60 DAYS,
TEMPORARY SEEDING MUST BE PLACED.
THE PERMITTEE MUST IMPLEMENT THE SWPPP AND INSTALL BMP'S
IDENTIFIED IN THE SWPPP IN AN APPROPRIATE AND FUNCTIONAL
MANNER.
THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE
DELINEATED ON THE SITE BEFORE DEVELOPMENT BEGINS.
ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN
200 FEET OF A SURFACE WATER MUST HAVE TEMPORARY EROSION
PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREA,
YEAR ROUND, WITH THE FOLLOWING MAXIMUM TIMES AND AREA CAN
REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED:
1. SLOPES STEEPER THAN 3:1 (7 DAYS).
2. SLOPES OF 10:1 TO 3:1 (14 DAYS).
3. SLOPES OF 10:1 OR FLATTER (21 DAYS).
THE CITY WILL INSPECT SILT FENCE PRIOR TO ANY LAND
ALTERATION. ALL SILT FENCE SHALL BE CONSTRUCTED WITH WOOD
OR STEEL POSTS (SEE DETAIL).
ALL EROSION CONTROL MEASURES MUST BE INSTALLED AND
MAINTAINED ACCORDING TO THE DETAILS INCLUDED IN THE
CONSTRUCTION DOCUMENTS. ALL SILT MUST BE REMOVED FROM
SILT FENCE WHEN IT REACHES A HEIGHT EQUAL TO ONE -THIRD OF
THE HEIGHT OF THE SILT FENCE. THE CONTRACTOR MUST PERFORM
ANY CORRECTIVE MEASURES ORDERED BY THE CITY, LOCAL
GOVERNMENT UNIT, OR MPCA WITHIN 24 HOURS OF SUCH NOTICE.
THE CONTRACTOR SHALL ALSO PLACE ANY ADDITIONAL EROSION
CONTROL MEASURES DEEMED NECESSARY BY THE CITY OR MPCA
WITHIN 24 HOURS OF NOTICE. ALL MEASURES MUST BE REPLACED
OR REPAIRED WITH THE APPROVAL OF CITY, AND MPCA, WHEN
THEY BECOME NONFUNCTIONAL.
ORANGE POLY SNOW FENCING MUST BE PLACED AROUND ALL
NATURAL FEATURES THAT ARE TO BE PRESERVED. THIS INCLUDES
ALL TREES, WETLANDS, SLOPES, ETC. IN LOCATIONS WHERE
PLACEMENT OF PROTECTION FENCING COINCIDES WITH THE
PLACEMENT OF SILT FENCE THE TOP PORTION OF THE SILT FENCE
MAY BE PAINTED ORANGE AND CAUTION RIBBON MAY BE INSTALLED
IN ACCORDANCE WITH THE DETAIL PROVIDED IN THE CONSTRUCTION
SPECIFICATION. RIBBON MUST BE MAINTAINED AT ALL TIMES IF THIS
ALTERNATIVE IS TO BE USED.
CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED
SURFACES CLEAN OF SEDIMENT BY STREET SWEEPING ROADWAYS
WHEN A SIGNIFICANT ACCUMULATION OF SEDIMENT OCCURS ON
THESE SURFACES. ANY SEDIMENT TRACKED OFF -SITE IS TO BE
REMOVED WITHIN 24 HOURS. SWEEPING MUST ALSO OCCUR WHEN
DIRECTED BY THE CITY.
THE CONTRACTOR IS TO PLACE A THREE FOOT WIDE STRIP OF SOD
BEHIND THE CURB FOLLOWING BACKFlWNG TO PREVENT EROSION IN
THIS AREA.
CONTRACTOR TO PROVIDE SILT FENCE PROTECTION AT ALL CATCH
BASIN INLETS (SEE DETAIL).
EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES
3:1 OR STEEPER.
TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE
DRAINED AND SEDIMENT REMOVED ONCE THE SEDIMENT COLLECTED
REACHES ONE -THIRD THE STORAGE VOLUME WITHIN 72 HOURS, AS
FIELD CONDITIONS ALLOW.
ALL SEDIMENT DEPOSITS WITHIN SURFACE WATERS MUST BE
REMOVED AND RESTABILIZED WITHIN 7 DAYS OF DISCOVERY. THIS
INCLUDES DELTAS AND STORM SEWER SEDIMENT DEPOSITS.
INFILTRATION/FILTRATION SYSTEMS SHOULD NOT BE EXCAVATED TO
FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN
FULLY STABILIZED.
DURING EXCAVATION, SEDIMENT AND EROSION CONTROL DEVICES
SHOULD BE UTILIZED TO PREVENT SEDIMENTATION AND THE AREA
MUST BE STAKED OFF AND MARKED SO THAT HEAVY
CONSTRUCTION EQUIPMENT WILL NOT COMPACT THE SOIL
ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO
SEDIMENT FROM ONGOING CONSTRUCTION IS REACHING THE INFILTRATION
AREA.
SEDIMENT CONTROL DEVICES MUST BE USED TO MINIMIZE SEDIMENT
ENTERING SURFACE WATER, INCLUDING CURB AND GUTTER AND STORM
SEWER INLETS.
IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVER LOADED, THE
SWPPP MUST BE AMENDED.
ALL DOWN GRADIENT PERIMETER SEDIMENT CONTROLS SHOULD BE IN
PLACE BEFORE ANY UP GRADIENT DISTRURBANCE BEGINS, AND
MAINTAINED UNTIL FINAL STABILIZATION.
TIMING AND INSTALLATION OF SEDIMENT CONTROL DEVICES CAN BE
ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES SUCH AS
CLEARING AND GRUBBING.
ALL STORM DRAIN INLETS MUST BE PROTECTED WITH BMP'S
ROCK CONSTRUCTION ENTRANCES OR EQUIVALENT SYSTEM MUST BE
USED TO MINIMIZE TRACKING FROM SITE.
DEWATERING ACTIVITIES THAT MAY HAVE SEDIMENT -LADEN DISCHARGE
MUST DISCHARGE INTO A TEMPORARY OR PERMANENT SEDIMENTATION
BASIN WHEN POSSIBLE. OTHERWISE IT MUST BE DISCHARGED THROUGH
SOME FORM OF BMP.
ALL OUTFLOWS FROM BMP'S MUST HAVE APPROVED ENERGY
DISSIPATION SUCH AS RIP RAP.
THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY
EROSION AND SEDIMENT CONTROL MEASURES UPON ESTABLISHMENT OF
FINAL MEASURES AND SITE STABILIZATION. CONTRACTOR SHALL
OVEREXCAVATE TEMPORARY SEDIMENT POND BOTTOM IF POOR SUBSOILS
BECOME SATURATED AND REPLACE WITH COMPACTED FILL MATERIAL
PER REQUIREMENTS OF GEOTECHNICAL REPORT.
INSPECTION AND RECORD
RETENTION
THE SWPPP, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE
RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE
PERMITTEE WHO HAS OPERATIONAL CONTROL OF THE PORTION OF THE
SITE. ALL OWNERS MUST KEEP THE SWPPP ON FILE FOR THREE YEARS
AFTER THE SUBMITTAL OF THE NOTICE OF TERMINATION, INCLUDING THE
FOLLOWING INFORMATION:
1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.
2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED
DURING CONSTRUCTION.
3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS
THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,
CONTRACTS, COVENANTS, AND OTHER BINDING REQUIREMENTS
REGARDING PERPETUAL MAINTENANCE.
4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY
AND PERMANENT STORM WATER MANAGEMENT SYSTEMS.
THE PERMITTEE MUST ROUTINELY INSPECT THE SITE ONCE EVERY 7 DAYS
DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL
EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.
ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION
MUST BE RECORDED IN WRITING AND RETAINED WITH THE SWPPP.
RECORDS SHOULD INCLUDE:
1. DATE AND TIME OF INSPECTIONS.
2. NAME OF PERSON CONDUCTING INSPECTION.
3. FINDING OF INSPECTION INCLUDING CORRECTIVE ACTION.
DETAILS OF CORRECTIVE ACTION (DATE, TIME, PARTY
COMPLETING MAINTENANCE)
4. DATE AND AMOUNT OF RAINFALL GREATER
THAN 0.5 INCHES IN 24 HOURS.
5. DOCUMENTATION OF CHANGES TO SWPPP.
IN AREAS OF PROJECT WHERE FINAL STABILIZATION IS COMPLETE,
INSPECTIONS CAN BE REDUCED TO ONCE A MONTH.
INSPECTIONS CAN BE SUSPENDED DUE TO FROZEN GROUND CONDITIONS
UNTIL FIRST RUNOFF OCCURS OR CONSTRUCTION ACTIVITIES RESUME.
NOTICE OF TERMINATION
PERMITTEES MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30
DAYS IF ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET-
1. FINAL STABILIZATION HAS BEEN ACHIEVED ON ALL PORTIONS OF
THE SITE FOR WHICH PERMITTEE IS RESPONSIBLE, INCLUDING
THE REMOVAL OF ALL TEMPORARY MEASURES SUCH AS SILT
FENCE.
2. ANOTHER OWNER HAS ASSUMED CONTROL OVER ALL PORTIONS
OF THE SITE THAT HAVE NOT ACHIEVED FINAL STABILIZATION.
3. IN THE CASE OF RESIDENTIAL CONSTRUCTION, TEMPORARY
EROSION PROTECTION AND DOWN GRADIENT PERIMETER CONTROL
FOR INDIVIDUAL LOTS HAS BEEN COMPLETED AND THE
RESIDENCE HAS BEEN TRANSFERRED TO THE HOMEOWNER.
PERMITTEE MUST ENSURE FINAL STABILIZATION OF THE SITE AND SUBMIT
THE NOT WITHIN 30 DAYS OF FINAL STABILIZATION.
FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY:
1. ALL SOIL DISTURBING ACTIVITIES ARE COMPLETE AND A
UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%
OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ACHIEVED
INCLUDING:
- STABILIZATION OF DITCHES AND SWALES.
- REMOVAL OF ALL TEMPORARY SYNTHETIC AND STRUCTURAL
BMP'S.
- REMOVAL OF SEDIMENTS FROM STORM WATER CONVEYANCES
AND PERMANENT WATER QUALITY BASINS.
FOR RESIDENTIAL DEVELOPMENTS, FINAL STABILIZATION HAS
BEEN ACHIEVED WHEN:
- TEMPORARY EROSION PROTECTION AND DOWN GRADIENT
PERIMETER CONTROL FOR INDIVIDUAL LOTS HAVE BEEN
COMPLETED.
-THE RESIDENCE HAS BEEN TRANSFERRED TO THE
HOMEOWNER, THE PERMITTEE MUST DISTRIBUTE THE MPCA
"HOMEOWNER FACT SHEET' TO THE HOMEOWNER.
SEQUENCE OF CONSTRUCTION
(RECOMMENDED SEQUENCE - CONTRACTOR TO DETERMINE FINAL SEQUENCE.)
1. CONTRACTOR TO VERIFY THAT ALL PERMITS HAVE BEEN OBTAINED.
2. CONTRACTOR TO SCHEDULE FIELD MEETING WITH CITY OR LGU
AND /OR WATERSHED.
3. CONTRACTOR TO INSTALL ALL PERIMETER SEDIMENT CONTROL
DEVICES, CONSTRUCTION ENTRANCES, AND PROTECTIVE FENCING
FOR TREES DITCHES AND EXISTING WATER BODIES AND AREAS TO
REMAIN UNDISTURBED.
4. CONTRACTOR TO CONSTRUCT STORMWATER AND /OR TEMPORARY
SEDIMENTATION BASINS.
5. CONTRACTOR TO CONTACT CITY OR LGU AND /OR WATERSHED FOR
APPROVAL OF SEDIMENT CONTROL DEVICES.
B. CONTRACTOR TO ROUGH GRADE SITE AND INSTALL UTILITIES.
7. CONTRACTOR TO INSTALL TEMPORARY EROSION CONTROL DEVICES
AS NECESSARY. CONTRACTOR TO FILL TEMPORARY SEDIMENTATION
BASINS, COMPACTING TO SPECIFIED DENSITIES. REMOVE ALL
UNSUITABLE SEDIMENT PER RECOMMENDATION OF GEOTECHNICAL
ENGINEER.
B. CONTRACTOR TO INSTALL SUBBASE AND BASE FOR PAVEMENT.
9. CONTRACTOR TO INSTALL BITUMINOUS SURFACE.
10. CONTRACTOR TO INSTALL EROSION CONTROL BLANKETS WITH
PERMANENT SEED MIX.
11. ONCE ALL DISTURBED AREAS HAVE BEEN STABILIZED, OBTAIN
APPROVAL FROM THE CITY ENGINEER AND WITHIN TWO WEEKS OF
FINAL STABILIZATION.
12. CONTRACTOR TO REMOVE SEDIMENT CONTROL DEVICES WITHIN TWO
WEEKS OF APPROVAL.
13. SUBMIT NOTICE OF TERMINATION WITHIN 30 DAYS OF FINAL
STABILIZATION.
AS
FABRIC ANCHORAGE TRENCH
BACKFILL TRENCH WITH
TAMPED NATURAL SOIL
GtREG
N
SUPPORT POST ANCHORAGE
IN -SITU SOIL
City of Shorewood standard Detail
SLT FENCE D.Wfl No.
SOD RUNOFF SPREADER: SAFETY SLOPE - ROADWAY
SOD LAID PERPENDICULAR TO STANDARD MULCH C
FLOW ON TOP OF BLANKET
END OF UPPER BLANKET -- --13'�
TO OVERLAP BOTTOM END OF BLANKET
BURIED IN 6" DEEP
WOOD FIBER VERTICAL TRENCH
BLANKET MULCH ''A
SLOPE 3:1 AND STEFPEiR
SILT FENCE OR
BALE CHECK AS
SPECIFIED
EROSION CONTROL BLANKET INSTALLATION ON AN INSLOPIE
( WHEN REQUIRED )
THE LETTERING DESIGNATOR SHALL BE DEFINED AS FOLLOWS.
1S - NETTING ON ONE SIDE
RD - RAPIDLY DEGRADABLE
zs - NETTING ON TWO SIDES
ITS - HIGH VELOCITY
REVISED 11/03/05 GRADING
GRD EROSION CONTROL BLANKET
CATEGORY
1
STRAW RD 1s, wood FIBER RD Is
z STRAW 1s, w000 FIBER 1s
3 STRAW 2S WOOD FIBER 2S
a STRAW � zs, w000 FIBER ITS
FILTER FABRIC'
6" MINIMUM DEPTH
1" - 1 ?" WASHED
r
yvNVMUM 18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
City of Shorewood standard Detail
ROCK Cai51RUCDai ENTRANCE DetoA No.
"° "°" ERO -001 00 a 0 00
go
� SILT FABRIC SLEEVE
PER MNDOT SPEC. 3866
EMERGENCY 2" DIAMETER
OVERFLOW HOLES
GALVANIZED
THREADED HOOK '
a a
a �
MEETS MN /DOT SPECIFICATION 3691.0
"STORM DRAIN INLET PROTECTION- SEDIMENT CONTROL INLET HAY'
DESIGNED FOR STANDARD 27 INLET CASTINGS
REVISED 01/25/07 GRADING
GRD -18 AFRASAFE -z7
" SEDIMENT CONTROL BARRIER
NYLOPLAST DRAIN BASIN WITH SHORT CATCH -IT
CATEGORY
SLOPE
vELOCITY
1
FLAT
-
2
3:1
< S.G fps
3
31
< 6.5 fps
a
z:1
< zo TPD
CU FT
CFS (INITIAL)
CFS
72'
S217AG5
S00
0.78
0.45
7.20
16'
S215AG3
zs
FILTER FABRIC'
6" MINIMUM DEPTH
1" - 1 ?" WASHED
r
yvNVMUM 18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
City of Shorewood standard Detail
ROCK Cai51RUCDai ENTRANCE DetoA No.
"° "°" ERO -001 00 a 0 00
go
� SILT FABRIC SLEEVE
PER MNDOT SPEC. 3866
EMERGENCY 2" DIAMETER
OVERFLOW HOLES
GALVANIZED
THREADED HOOK '
a a
a �
MEETS MN /DOT SPECIFICATION 3691.0
"STORM DRAIN INLET PROTECTION- SEDIMENT CONTROL INLET HAY'
DESIGNED FOR STANDARD 27 INLET CASTINGS
REVISED 01/25/07 GRADING
GRD -18 AFRASAFE -z7
" SEDIMENT CONTROL BARRIER
NYLOPLAST DRAIN BASIN WITH SHORT CATCH -IT
CATEGORY
SLOPE
vELOCITY
1
FLAT
-
2
3:1
< S.G fps
3
31
< 6.5 fps
a
z:1
< zo TPD
STRUCTURE
CATCN -IT
DEBPoB.
FILTERED
BYPASS
SIZE
PARTNO.
A
CAPACITY
FLOW RATE
FLOW RATE
AFD BE PLACED UNIFORMLY IN 1T LIFTS AND
CU FT
CFS (INITIAL)
CFS
72'
S217AG5
S00
0.78
0.45
7.20
16'
S215AG3
9.W
034
0.70
1.50
18'
S218AGS
70.00
0.47
0.86
1.00
24'
S224AG3
11.90
1.75
1.80
2.40
Q INTEGRATED DLI(.TLE IRON
12 " -30'
FRAME TO MATCH BASIN O.D.
ij
(I)VA(I)VARIOUS IO TYPES OF INLET 8 OUTLET ADAPTERS
AVAILABLE. 4 ' - 30'FOR CORRUGATED HOPE
(ADSN -t2, ADS SINGLE WALL, RANCOR DUAL WAIL),
$DR 35, SCH 400VVV, CORRUGATED
&RIBBED PVC
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SIDES OF STRUCTURE SHALL BE ASTMS D7321
CLASS 10RIICRUSHED STONE OR GRAVEL
AFD BE PLACED UNIFORMLY IN 1T LIFTS AND
COMPACTED TO A MI N OF 80k G
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manhole p °W
/ O tap =1007 So °E
manhole inv= 996.42
j
top 1 ODE. 09
°E
power p,.
CORE DRILL OR j /� / °a I
RECONSTRUCT EX. MH
IE= 982.60 57'_6" PVC &
j O 1.100%
inv =98250 of
j top= 996.43
9 °a j I I I I
manhole
_ I
SeBet 4- o I I I
SAN 00 MH
1
< K RE= 1002.50 I I I
power pole no IE S = 983.27 I I
< Z IE(W)= 983.17 I I
/ v CB -14 I
env= 981.70E / °E a (18" NYLOPL T BASIN I I
NTH XX
'nv= 977.20w / tO RE 996X47 GRATE) II I
top= 991.09 l IE= 992.29 I 1
manhole ,n CLEANOUT _
< IE= 984.00 I
power pole 7 ' -1 -1 J
�< h REFER TO SHEETS 8 -9 I E_ HD E 1. 0% V I garag e
❑shed
nh= 994.28 a �\ FOR PLAN & PROFILES OF �` _ -- v I
PROPOSED WATERMAIN 'S 1 I
®T.(Fo -,
C I I
6" PVC STUB
i Ft� IE= 984.53 -° (18" NY�L S ASIN
1 / -- _ I
STUB -16 MATH 2 A I
IE- 982.00 RE- 996.68
IE(N)=991-.321 I
33' -8" PVC O 1.00% IE((N,S)= 981.61 1
I
- RELOCATED DRAIN BUILDING EXPANSION
1 - -
RE 88.50 10,500 SIF
FIELD LOCATE E 1 0 Fl ___ W I I
1 �____ BFE =967.7
I I ® x I I
�K N I 1
L ----- __ -___ units I
-« 00 'o z I I
- - 12' P VC ee - - -- °° rn a in I
inv= 982:12
�0 4" PVC CONDUIT - 0 1 1
\� FOR IRRIGATION (TYP)
inv= 975.71 \ 5
f
18 cp 998.81
O ��I j floor
❑weir I _ EFER TO SHEETS 8 -9
top = 976.19 or, - - - -- CBMH -12 I I N & PROF] \ G 18 ° - "fl�LO LA B�,SIN ROPOSED WATERMAIN
f'nsh EXIS G BUIL ( R
- TIN STUB -15 NTH 2'x3 1GR )
\ 987.6 IE= 982.00 RE =997.38 I
\ ---� floor =A& I I
- - 48' IE 98G
A & " PVC 1 _ I
O 3.23X I I
a/c unit I
a drain I I
or \ f1= 988.49
c ou finish nv= 986.67
o
finish l t 99 3,60 p 20' U LITY EASEMENT
I I
rl\ \ g87 72 f1= 988.44 floor o I VER WATERMAIN
m - floor catch basin ,1 I
12 "PVC Inv= 985.61 O
\ v� o I I
A N 1 I
n o - - -- - - -- - z I I
al 12" v6 I
979.4k _ �V I
�
\
-_
0' -18 N -12 CBMH -11
HD Ono.85R ( WITH 2x3'PGRATE)ASIN U
HDPE DISSIMILAR1 RE= 990.80 OCR
MATERIAL ADAPTER IE(N)=978.73 ao
p drain ipe IE(S)= 978.32 mo
28' -18" RCP
�' l ..- 9o,6sx - . -
% i S -10
I '
cleanout i� / IE= 978.00
�/
CLASS III RIP -RAP
AT END SECTION (TYP)
pea /
shed
/ ` \ _nhed
i
FES -20
IE= 972.00
fl c 5
cl etrn o 4 o�` In v= 981.92
i
70' -15" RCP / inv= 974.98
STMH -21 15'rcp o manhole
/ Inv-975.03
/ I OUTLET CONTROL / ®0.71% Otop =97878
STRUCTURE /
RE= 981.50 /
r / IE(NE)= 972.50
/ 0 0.0 R " RCP catch basin
IE(SW)= 978
/ .00 , fl= 985.58
®
'nv= 980.92
inv 1 1
vvv 111 �` 12 " °'°P
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inv= 986.57
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1B 973.56
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Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
LEGEND PROPOSED EXISTING
PROPERTY LINE
CURB LINE
BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
h ::.« e• ;.< <.
:;„ ;, , �.:.
LIGHT POLE
Xk
#
POWER POLE
9
a
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K
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(
SANITARY SEWER
>
SANITARY MANHOLE
O
STORM SEWER
z
CATCH BASIN
■
CATCH BASIN MANHOLE
■
0
STORM MANHOLE
O
FLARED END
10
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WATERMAIN
I
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FIRE HYDRANT W/ VALVE
4N
0-
GATE VALVE
N
nA
GAS MAIN
UG
UG
OVERHEAD ELECTRIC
M
°E
BENCHMARK
TOP NUT OF THE HYDRANT LOCATED AT THE NORTHWEST
CORNER OF PROPERTY.
ELEVATION = 994.28 FEET
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES
OR VARIATIONS FROM THE PLANS.
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.
WATER MAIN, SANITARY SEWER & STORM SEWER CONSTRUCTION
SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD
SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE
INSTALLATION AND SANITARY SEWER AND STORM SEWER
INSTALLATION" AS PREPARED BY THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA.
CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE
SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE
SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON
THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
ALL WATER PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52
UNLESS OTHERWISE NOTED.
ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK
OF CURB UNLESS OTHERWISE NOTED.
TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 2.5'
OF 6" DIP WATERMAIN AND ANY HYDRANT EXTENSION.
HYDRANT EXTENSIONS SHALL BE INCIDENTAL.
A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL
WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE
REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL
SEPARATION TO SANITARY OR STORM SEWER LINES.
A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10
FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL
UTILITIES, UNLESS OTHERWISE NOTED.
ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE
(P.V.C.) SDR 35 UNLESS OTHERWISE APPROVED BY ENGINEER..
CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT
CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON
COMPLETION OF WORK.
STORM SEWER PIPE SHALL BE AS CALLED OUT ON PLAN OR
ALTERNATIVE OPTION APPROVED BY ENGINEER.
ALL DRAINAGE INLETS TO INCLUDE INLET PROTECTION DEVICE.
USE NYLOPLAST INLET CONTROL "CATCH IT STRAINER" BASKET
OR ALTERNATE AS APPROVED BY ENGINEER AND WATERSHED
DISTRICT.
CONTRACTOR TO COORDINATE WITH POWER COMPANY
REGARDING POLE STABILIZATION PRIOR TO EXCAVATION AND
UTILITY INSTALLATION ALONG EXCELSIOR BLVD.
CONTRACTOR TO OBTAIN STREET EXCAVATION PERMIT FROM
CITY OF SHOREWOOD AT LEAST 48 HOURS PRIOR TO WORK.
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Omanhole power pole GOPHER STATE ONE CALL
LEGEND PROPOSED EXISTING 0top =10oz5o of
Twin Cities Area 651 - 454 -0002
omanhole ins = e96.4z / � MN. Toll Free 1- 800 -252 -1166
PROPERTY LINE — — top-1005.09 aF-
CURB LINE
SANITARY SEWER
SANITARY MANHOLE • O
STORM SEWER » » i os
O
CATCH BASIN ■ ® S ` `/ ° / / / /
CATCH BASIN MANHOLE • �!
STORM MANHOLE • O / Cj power po
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\ ; ', I I / GOPHER STATE ONE CALL
` " " "" I I I Twin Cities Area 651- 454 -0002
_ ❑
LEGEND PROPOSED EXISTING '' °° oo" 1 \ MN. Toll Free 1- 800 -252 -1166
1 sR� - °� / HYDRANT WITH n
i
0
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PROPERTY DNE mo
CURB LINE J� /n\ �... / BFE= 983.25
SANITARY SEWER > > ' 1 8'�-45' BEND /
G 8 " -90' BEND
SANITARY MANHOLE • O / Q / /� _ o
_.
STORM SEWER >9 >> O / - _.- \ I I
° : 8 "x6" TEE
CATCH BASIN ■ ® / m - _ -6 /�� m I _ 1 N
CATCH BASIN MANHOLE • 0 / • OAP o / ° / / 8 ° -_ 45' BEND -- �, ° Z ®® �A 1 -- p N
STORM MANHOLE • O �� 6 �� _ —
FLARED END ► D o - oo \ 0 7 ��. ° _ -- < ° . 1 in 99 E5 °
WATERMAIN I \ � � \ \ \ p m - _ - I O " vc : •. 1
FIRE HYDRANT W/ VALVE 4m 8" GATE VALVE \ \ _ II i r
n
GATE VALVE N } ° • I — /
- 12'x8" REDUCER
WET TAP CONNECT TO >
BENCHMARK v XISTING 12 " WATERMAN \\ \ \��\ ° ° \ \\ �\ / 0 I > \ \
TOP NUT OF THE HYDRANT LOCATED AT THE NORTHWEST I� \\� \� c p
CORNER OF PROPERTY. w \ \ �\ a
ELEVATION = 994.28 FEET ° o \ \ �\ o- 6 o m ® 1 I \ \
A CD - 0
UTILITY NOTES 1 J \ �� \ `s 9 n >
v v A
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS � j �
�` \ \ \� ` \\ \\pA \\ \ <�
OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO \ \\ \\ ' 2 \ < 0
THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR \ \ \ a
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES \ \ \ °°
OR VARIATIONS FROM THE PLANS. \ J \\
a \ mnD
ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. � � •. ��. \ \ e •• ° 1 / °
CONTACT "GOPHER STATE ONE CALL" (651- 454 -0002) FOR ^ \ \� I \ }
UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. "-
WATER MAIN, SANITARY SEWER & STORM SEWER CONSTRUCTION HYDRANT WITH
SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD G \,\\ \ I
DO NOT DISTURB SIGN I - I BFE -995 OO L � i r I I 1
SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE ` / 8" -45' BEND _ - 1 _
1 - }
INSTALLATION AND SANITARY SEWER AND STORM SEWER F y \ DURING CONSTRUCT ON I — - -- I� °
0 I I
INSTALLATION" AS PREPARED BY THE CITY ENGINEERS \ I I I I 1 1 ___ - -- 00
\ O' ao d � I I I e / / /� "I I I I - - - -- -J - -- za +oo 1 � I °° 0
ASSOCIATION OF MINNESOTA. w
\ __- {�
I I I I 29 ?� -6 DIP _ ----- - - - - -- - -_ 145'
27+00 1 � -8" DIP -- - - - - -- zi
ALL WATER PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 I \• I co I I I I -- --
UNLESS OTHERWISE NOTED. \ \ \a I N - - - -j �� ° � 1 ^ DI -1 _ - -- - - -
-- 8 " -45' BEND \ G
25 +00 I��1 217_8 -- -�'___
8•x8" TEE \��. 0 Q
ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK •"� \ K \ �, I I II I • D" Dip - - - - --
OF CURB UNLESS OTHERWISE NOTED. 100 - - - -- - - -\
\ \ \ I I — - 1 \ c0
° / J I L_ - - - - -- .8" 6" E \ P om
TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 2.5' 3 1❑
�II \� \ \ i J
\ / I \ I \ o \
OF 6" DIP WATERMAIN AND ANY HYDRANT EXTENSION. \ I 8 "�45 BE 0 °
HYDRANT EXTENSIONS SHALL BE INCIDENTAL. o m
A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL \ \ \ \ �\ J\ ` I I \ \ \ \\ �°
WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE \ �\ \ \ \I I \ %\
REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL 8"" \
MECHANICALLY xs TEE HYDRANT WITH
SEPARATION TO SANITARY OR STORM SEWER LINES. \ \\ \ \� \ 1 \ i ❑ RESTRAINED FITTINGS 6" AUX. VALVE
A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 \ \ I s° GATE VALVE \ BFE= 1010.50
FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL \ �� �� 1 I I Q 20' -8" DIP \
UTILITIES, UNLESS OTHERWISE NOTED. 0 30 60 o
I 8" PLUG \
CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT — — — — — — — °
CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON SCALE IN FEET \\ \ \ \\ / —/ � — x— X —x —X —x — "
- - —x— x — " —x —x m
COMPLETION OF WORK. \ \ V _ — 3
�- 0
x
1011 1011
...................i i i � i .:.................%..... ..............i................ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ................ ........ ............. ............. .............
1008 3'
................... ................ ............. ............. .............
988 ... €...
:...
30, i l ,.
/
APPROXIMATE: EX. GRADE.*,
/
1005 1005
.. ..............................................:................................... ............................... .......... ........ ....... ... .......... ............. ...... . ............. ............. ............. ............. .... ............. .... ... ...... ............. ............. ............. .............
985 ... ... _ €... ...
1002 : / 1002
98 ............................................................................................................................................................................ ..............: €:.............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .......... ...... ............ ........... ....
2 r ... ... ... ... ... ...
:FIELD LOCATE 4" SANITARY
SERVICE PIPE. MAINTAIN 18"
999 i MINIMUM SEPERATION �! 999
979 ........................:...................:.....................................................................................:................................................................... ............................... ............. .............
...:... ...:... ...:...
APPROXIMATE FINIS GRADE
• I XIMATE HED
APPROXIMATE
FINISHED GRAD
996 996
. ...E ...................:6'--DIP .....:................:..:............ .......................:.......
........................976 ..................................................'............................................................. ............................... ............. ............. ............. ............. ............. ............. ............. .... ............. ............. ............. ............. ............. ............. ............. .....g.g ........... ...... :................... :..... ............
...................
:
— Q
APPRX EX ?
� . GRADE
:�
p
993 993
........................973. ..,......................................,......................................,...................,...................,...................:...................,...................,....................... ............................... ............. ............. ....... ........... ............. ........ .......... ............. ...... ............. ............. .. ............. ............. ............. ............. ....g.g.� .......................................... ...............................
w
> o .... 7.5' .. MINIMUM ..
Z . m : : I COVER OVER wM
o o APPROXIMATE EXISTING GRADE _ - - - -
990`� m !
990
......................................................... I....... .............................._ ........
7 o cw / .E................... ................ ................... .
o --
O
+
+ + /
987 0 +00 0+30 +60 0-H90 6 '
IP
987
............................................................................... ............................... ............. ............. ........... ............. ............. ............. ............. ............. . ............. ............. ............. ............. ............. ............. ............. ............. ............. 9 .. .... ......
O DRAIN PIPE
IE -984.f
984 984
........................ ............................... g ... ... ....
�> W
a?�
981 �� m 981
...................................................... ............_.................. ....... ............. ............. .......... : ...................... n .........°...... ........... °...................
...... ....... ......9.80
0 0
15 STORM SEWER
8" DIP WATERMAIN O IE =978.88
O M
O : O
978 0 +00 0 +30 978
............................ ........ ...........:................... :..... ..............:................
0 :0 on
`�' 18" STORM - W m ' m M m ' W E m mi > o
975 cc< SEWER � : " � � � :� :e : � � < J
r IE= 973.4f :I `° I I I: I "O m I I : o
................ a: 975
........ ............... ................................................................. .............................. x.................................... ............................... ............. ............. ....... ............. ......... ........... ............. ............. .: x..............................................................................................:............:..... ............................... ............. ............. ............. ............. ... ............. ............. ............. ..... .............
M t i e .. ... "... �.... " .. .. ... "..:...
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FILTER BLANKET
SECTION A, GEQTEXRIE FABRIC
GEOT< %RLE FABRIC i0 BE 100 I6. TENSILE STRENGTH
STORM SEWER
STM - `,GAP PLACEMENT AT OUTLET
D GRADE
12 -- 9 vf_ARNG COURSE CERTIFIED PLANT
Mn00T SPEC, 2350 LVAE45035B
TACK COA . M,DDT SPEC, 2357
1 -1/2 BIT, BASE COURSE, CERTIFIED PLANT
M,DOT SPEC. 2350 LVNA -358
6 AGG. BASE. CLASS 5 (1009. CRUSHED OR
RECYCLED CONCRETE)
MN /DOT SPEC 2211
SURFACE COMPACTION
NORMALDUTY
PAVEMENT
PVMT -02 TYPICAL BITUMINOUS PAVEMENT SECTION
GALVANIZED SKIMMER GRATE yBi.S
N'Al 1.E =9'18 0OR
REi DIP
h 1o•
F 1V — 'REVERSE 5 OPE E 9 2.5
5 RCP IN T
I.E=972.p
g °11 STORM SEWER
STM - I POND OUTLET CONTROL STRUCTURE
CONCRETE��S �{
. SLOPE TO STREET I
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AGGREGATE
RR FERENCE TO IAN -DOT SPEC. 2521
CONTRACP:ON JOINTS AT 5' SPACING
CUBIC YARDS PER LINEAL FOOT - 0.0617
LINEAL FEET PER CUBIC YARD - 16.21
EXPANSION JOINTS EVERY 40' OR LESS
PAVEMENT
PVMT -24 CONCRETE SmEAALK SECTION
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/ GLNICRE {E —B ASnYNT � �
GD1r<P
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^'c PIPE SIZE A(ALIS N -12 PIPE
4 , per ,.
6" 22 OD'
e° 24 OS'
10 26 OLU
— 12'. - _ 2900' _— -
15' 32 60'
16" 2Ci wl
24" 42 GO
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xEENAH Fd,NpNY RtµE R Ieax Er
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City of Shorewood Stond.,d Detaa City of Shorewood
P w X°'E SAN 002 ATAA LE— axw
TEE ANO B REND PLUgA (IF I n
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(e—F ARG)
n0 O10 R (I 1 N AD
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PIPE SIZE BEARING AREA
E. 4.0 SO. FT.
B• Do
W - 12 12)
I6 20.0
City of Shorewood smea�a�dNoelnu
° s WAT 004
Embedm
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Z 1,T on 9 1E�c IT
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4. IrowVIOW _EO r,H
Cty of Shorewood nw smNwegaxDetml
WAT 013
2
Coll 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651- 454 -0002
MN. Tall Free 1- 800 -252 -1166
873 HIGHEST HOOD SETT IRS w
AAIUSTMEtIi SLOTS
25D r
25D
4MCGGESTHOODSETTING —
I . CURB ,.LT GRATE FITS DRAIN BASIN SIZES. 1K 8 24
1536 GRADE 2D51Y05
3. ALL GA5THIG5 ARE FURNISHED INITH BLACK PAINT AND ZING PLATED
FASTENERS
4. LOCKING BEVICEAVAILABLE UPON REWEST
5. SLOPE OF GRATE SURFACE IS 288%
6 CURB INLET FNNAE INSID E VOLUM E IS APPROX 2.73 ON FT
City of Shorewood Standard Mot
SAN -020
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3149.2 H b e P o„r<gvte °t vccard°nce II � "it' 111 2 puce n9 ° 3/6 'n eve oMd� sn9 o ° NO 6 200 seveh IOOf.
A. Ae.S. bedding e a e OOT 3149.2A gronolar bo..o. .1(N I—
p AU, a 3/4 nave and less ... 2 .... in, v N0. 200 sieve.
City horewood Rvr
`l CP1' of S E SAN -023 J
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e� .u• -rovm
° City of Shorewood StandcrdNDetail
^� wAT -o1B
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use z l a 1 1 meteners
per pFL nst t
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ISOMETRIC TRASH WARD slzlIG
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2 42" 1 D A. b /4
48 '
- -22 - I" .'A 12
NOTES:
2 all RelnfRw'e0 f C s sn
on n 6etl ntl ii I. t tie i d d back TrvsN Gu rds
engln, b e a
3. All n d Cncr
oete A n son ,xlelln, pFe 11 li be ned 1° CI
4. See M OT ° Sl —d Pat, 31000
City of Shorewood Standard Detail
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City of Shorewood Staled a�d
'"' WAT -014
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TREE REMOVAL (NOT INCLUDING R.O.W.)
(SEE REMOVALS PLAN)
DECIDUOUS 8" DBH OR LARGER
19
DECIDUOUS 12" DBH OR LARGER
19
CONIFER 6' OR HIGHER
0
CONIFEROUS 12 OR HIGHER
0
RELACEMENT REQUIREMENT
3" Deciduous OR
6' Conifer
DECIDUOUS 8" DBH OR LARGER
2
2
DECIDUOUS 12" DBH OR LARGER
3
3
CONIFER 6' OR HIGHER
—
1
CONIFEROUS 12 OR HIGHER
—
2
MAXIMUM REPLACMENT DENSITY = 8 TREES PER ACRE
PROPOSED REPLACEMENT CALCULATION
DECIDUOUS 8" DBH OR LARGER
REMOVED
REQUIRED REPLACMENT
DECIDUOUS 8" DBH OR LARGER
19
38 — 2" CALIPER TREES
DECIDUOUS 12" DBH OR LARGER
19
57 — 3" CALIPER TREES
CONIFER 6' OR HIGHER
0
0
CONIFEROUS 12 OR HIGHER
0
0
TOTAL
38
95 trees
MAXIMUM ALLOWABLE REPLACEMENT =
7.26 AC X 8 TREES /AC = 58 TREES
REQUIRED REPLACMENT EXCEEDS MAXIMUM ALLOWABLE
PROPOSED TREE REPLACEMENT:
3" CALIPER TREES 57
2" CALIPER TREES 1
TOTAL TREES REPLACED 58
INDICATES REPLACED DEC. TREE
(36)
INDICATES REPLACED CONF. TREE
(22)
CITY OF SHOREWOOD SPECIES LIST
35 — 3" CALIPER DECIDUOUS TREES TO
22
CONIFEROUS TREES TO
1 — 2" CALIPER INCLUDE THE FOLLOWING:
6' B&B
INCLUDE THE FOLLOWING:
GREEN ASH
AMERICAN ARBORVITAE
MOUNTAIN ASH
BALSAM FIR
RIVER BIRCH
DOUGLAS FIR
KENTUCKY COFFEETREE
WHITE FIR
AMUR CORKTREE
CANADIAN HEMLOCK
FLOWERING CRABAPPLE
EUROPEAN LARCH
GINKGO (MALE ONLY)
AUSTRIAN PINE
HACKBERRY
NORWAY PINE
HAWTHORN
RED PINE
SHAGBARK HICKORY
SCOTCH PINE
HONEYLOCUST
WHITE PINE
IRONWOOD
BLACK HILLS SPRUCE
JAPANESE TREE LILAC
AMERICAN LINDEN
COLORADO SPRUCE
LITTLELEAF LINDEN
NORWAY SPRUCE
REDMOND LINDEN
WHITE SPRUCE
BLACK LOCUST
TAMARACK
AMUR MAPLE
NORWAY MAPLE
RED MAPLE
SILVER QUEEN MAPLE
SUGAR MAPLE
NORTHERN CATULPA
BUR OAK
PIN OAK
RED OAK
SWAMP WHITE OAK
WHITE OAK
OHIO BUCKEYE
RUSSIAN OLIVE
BLACK WALNUT
NOTE: PER CITY COMMENTS, 21 MISS KIM LILACS HAVE BEEN ADDED TO THE
AREA SOUTH OF THE EXISTING PARKING LOT.
Call 48 Hours before digging
gw O GOPHER STATE ONE CALL
Twin Cities Area 651 - 454 -0002
MN. Toll Free 1- 800 -252 -1166
/ 24 "oak
/ 30 "oak 36 "ook
0 8•'m aple
14 "locust 30 "oak GENERAL NOTES
° o ••locust LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON
/ o3 „lo PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING
cust
/ 0 1 09 " 10 st GOPHER STATE ONE CALL (454 -0002) PRIOR TO STAKING
d PLANT LOCATIONS.
24 " 24 "oak COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING
�! oak
o ° INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE.
i 20- 24 "basswoo 32 "locust 2e "m2ple° WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS
ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR
10 "mople NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED
�s "oak 'j ' s 9"0ople0glM#e TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED,
' 0 0 lei 8 maple ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD
?5 maple 36 "o x REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF
pit
012 "basswood 0 8' poplar
° THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL.
�++��''77 <{ Q
0 26 "oak �gq' S'�2 10 "maple
o BB TREES AND SHRUBS ARE BALLED AND BURLAPED.
d
� o mopo garage shed ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION
OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN
ASSOCIATION OF NURSERYMEN.
14 "elm
°
8 8"2m 014 "elm 10 " a CONTRACTOR IS RESPONSIBLE FOR ON —GOING MAINTENANCE OF
el m
g10 "alm ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER
10 "elm ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH
°°8 "Alm s
4 "maple MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE
012 "elm 1
�, ® ®® ` ate/ RESPONSIBILITY OF THE CONTRACTOR.
°I 4 "elm • �°
�I2 "elm 16 "maple she
CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE
12 "elm
° 10 "elm
OWNER ACCEPTANCE INSPECTION.
"elm - ` , ', I , ', WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE
DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER
THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS.
30 "elm - BUILDING EXPANSION NO PARTIAL ACCEPTANCE WILL BE CONSIDERED.
0 10 "elm - -- - 10,500 SI F BASED UPON PLANT AVAILABILITY, THE OWNER RESERVES THE
°16 "maple p,j� RIGHT TO SUBSTITUTE TREES WITHIN THE SAME CATEGORY WITH
------ _ - - -_ ® 12 "elm PRIOR APPROVAL FROM THE CITY OF SHOREWOOD.
_ ® O
- - 20 "elm 8 "m ap 0 a __— o° PLANTING NOTES
14'1 r?r - -- 11= 988.48
0 etch basin 10 "maple' NO PLANTING TO BE INSTALLED UNTIL GRADING AND
g4 "elm __ — 8 " IV c
'maple - 086.51 1 o CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
8'maplex
o "elm 8 "m3 a
° ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND
\° 996. 1 1
ag - -- 99B. 8, oar 1' 12 "elm x APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND
\
- 0 nn� ALL DIGGING.
l EX�S��
fnlsh NG gU��aily
gn s "elm IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES
floor ° IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER
_ 3 SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT
8 " e co c i MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY
° SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE
14 " _ c nc 14 el LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
8 "pipe - n �conc 14 "elm
° - c9 m I ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS
B
M n x
° "pine __ - -- MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE
° 4 __ fi ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.
° 8 "pipe -- a� flnfsh stone wall 99360
o-\ ° \ ° 987.72 floor
_ F floor con ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS.
m 8 " - --
0
o 20 "elm
SEED ALL AREAS DISTURBED DUE TO GRADING.
\ O ) 0
64 °ook REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING
OPERATIONS AT NO COST TO THE OWNER.
- --- - - - -�
2 ° "Iocast PLANTING SPECIFICATIONS
I ----- - 0 0
8"pin� - 14 "elm I BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES
O \ - -- 10 "locust
o ° AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING
° ------ ------ 12 "locust - - - -- ROCKS LARGER THAN 3" DIAMETER.
V
W alk ° ° 4 "locust FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED,
16 11 S - -- °ancre t 12 "loc
UPON INSTALLATION, WITH DRIED BONE MEAL OR OTHER
° m Glyn _ MI s KIM LILAC SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER
7 MISS KIM LILAC (36" HT.) MANUFACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE.
\ spillway (36" HT.) 7 MESS KIM LILAC
136' HT.) MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS.
1 _ _ .• — '� \ MASS MULCH ALL PLANTING BEDS TO 3" DEPTH OVER FIBER
10 "�Im : ;
— MAT WEED BARRIER. ALL PERENNIAL PLANTING BEDS TO
I
° "elm RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER
° ;� �� / MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES
0s "elm os °Alm / TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NO
I I � ' I MULCH IN DIRECT CONTACT WITH TREE TRUNK.
sa II Q I (Shed o5 "oak /' �' /
� LLII i TREE STAKING: IT SHALL BE THE CONTRACTOR'S
I 9 "elm is / 8 "basswood RESPONSIBILITY TO STAKE AND /OR GUY THE TREES ACCORDING
9 °elm 4 LSD J TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
1'P "elm IA / • a TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND
18 "elm 't.rts'` _ efl °� SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES
10 "elm I 02 "elm / e tea UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY
9 "2 1 m 1 Om"alm o / o{ de WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM.
14 ° elm 12'elm /
I 38 "elm o ° °k �' °d9° TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY,
14 "BIm 9"alm HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS
0 1 o 0 p o p 1r / ' / PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL
12 "elm /1fi elm / ti
I � "m l p o p lar e 0 9 "elm 0• , . / / PRIOR TO 12 -1 AND REMOVE ALL WRAPPING AFTER 5 -1.
0 /
� o RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT
/ elm 8 e m ° 2o "ook / SPRUCE UNLESS OTHERWISE SPECIFIED.
1c m
—' 36 "elm
1 $ "el m
48' 12' HT CONIFER TREE HT. DECIDUOUS
TREE (3 YEARS TREE (3 YEARS
AFTER PLANTING) AFTER PLANTING)
d p °
°`}pia° PROPERTY
LINE
PROPOSED o n
BUILDING 4 1014
PROPOSED EXISTING
GRADE 1n1n
PROPOSED
1
998 998 GRADE
EXISTING
CURB �
80'
BERM CROSS SECTION
EXCELSIOR
BOULEVARD
Ok
1000
1 2 "elm
16 "elm ° 0 8 "elm
14 "elm Q4 'DIm
° 14 "elm 12 "elm
°I2 "elm O O
°l 4 "elm
18 "elm 4 "maple
0 0 "maple
12 "elm 0 O
elm
22 "0o Cook
14 "elm O °
12"maple / PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED
O CAREFULLY AS SHOWN ON PLAN. PLAN TAKES PRECEDENCE
10 "elm / OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST.
o i SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT
STATED DIMENSIONS. DO NOT SCALE DRAWINGS.
0 0 ..oak on av rb ��. 1
CITY LANDSCAPE REQUIREMENTS
N vv REPLACEMENT TREES SHALL BE OF SIMILAR SPECIES TO THE
TREES WHICH ARE LOST OR REMOVED AND SHALL INCLUDE
Qa \ ` G THOSE SPECIES FROM THE CITY OF SHOPEWOOD SPECIES LIST.
an a `
g xoRTr ANY TREES REQUIRED TO BE PLANTED SHALL BE VARIED IN
SPECIES, SHALL MAXIMIZE THE USE OF SPECIES NAIVE TO THE
s � P AREA, SHALL NOT INCLUDE SPECIES UNDER DISEASE EPIDEMIC,
AND SHALL BE HARDY UNDER LOCAL CONDITIONS.
ANY TREES TO BE PLANTED SHALL BE REPLACED IF THEY DIE
0 30 60 OR APPEAR TO BE DYIING WITHIN TWO (2) FULL GROWING
SEASONS BY PERSON RESPONSIBLE FOR PLANTING
SCALE IN FEET
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