HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/27/2015 (3)RJR- 11 11 &IQ
1-1.0 COVER SHEET
L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS
L3.0 SITE PLAN
L4.0 LANDSCAPE PLAN
L5.0 LIGHTING PLAN
C1.0 IMPROVEMENT AND PUBLIC UTILITIES PLA
WANSSONGI;LOUP MFG. LLC C2.0 GRADING, PAVING, AND STORMWATER PLAN
ATTACHMENT 8 ARCHITECTURAL PLANS
1651 South F Street, Springfield, Oregon
Tax Map and Lot: 17.-03-35-00-00300
SITE PLAN REVIEW. -MINOR MODIFICATION
..... .... .
R]00111111111 . I'll
SWANSON GROUP MFG. LLC
PO BOX 250
GLENDALE, OR 97442
(541) 832-1156 - FAX (541) 832-1421
CONTACT: CAMERON KRAUSS
cameron.krauss@swansongroup.biz
ijq� 11 111,
h 111111 AIL AL AL
.,
SCHIRMER SATRE GROUP
PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS
375 WEST 4TH, SUITE 201
EUGENE, OREGON 97401
(541) 686-4540 FAX (541) 686-4577
CONTACT: RICK SATRE, AICP, ASLA, CSI
rick@schirmersatre.com
BRADFORD r `
9925 SW NIMBUS AVE. SUITE 110
BEAVERTON, OREGON 97008-7387
i i213-2018
MAIN OFFICE STRUCTURE.
ARCHITECTURAL DESIGN
BY DBC.
CIVIL ENGINEER
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637 - FAX (541) 746-0389
CONTACT: LANE BRANCH, PE
lane@branchengineering.com
� will : W, to] j
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637 - FAX (541) 746-0389
CONTACT: DAN NELSON, PLS
dann@branchengineering.com
STRUCTURAL EXPANSION JOINT
WHITE TPO ROOF MEMBRANE
6 FTTRANSLUCENT PANELS'
METAL SIDING
SAND COLOR PER SWANSON GROUP STANDARD
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Dat R--1 V .-
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
3-27-2015
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SITE ASSESMENT IN -FORMATION
MILLRACE
MILLRACE - BOTTOM OF BANK (EDGE OF
WATER)
MILLRACE - TOP OF BANK
400 a fummm 0 am MILLRACE - RIPARIAN SETBACK
PROPERTY LINE
LIGHT POLE
LZO N =EA E
100 -YEAR FLOOD - AE ZONE, BASE FLOOD
ELEVATION DETERMINED
ZONE X
RIGHT-OF-WAY CENTERLINE
no
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POWER POLE
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EASEMENT LINE
(500 YR.)
TRANSFORMER
I MYEAR FLOOD WITH AVERAGE DEPTHS OF
THAN I FOOT
FENCE
=-
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to 15 .6
mr:w...mm
IL W M 0 "fli
UNKNOWN MANHOLE
EDGE OF PAVEMENT
AREAS DETERMINED TO BE OUTSIDE
UNKNOWN UTILITY VAULT
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--ST-
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FIRE CONNECTION
-W
WASTEWATER LINE
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OVERHEAD WIRES
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AREA DRAIN
LANDSCAPE
WASTEWATER MANHOLE
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CONTOUR
CONTOUR INTERVAL =1 FOOT
DISTANCES SHOWN IN FEET
SITE ASSESMENT IN -FORMATION
MILLRACE
MILLRACE - BOTTOM OF BANK (EDGE OF
WATER)
MILLRACE - TOP OF BANK
400 a fummm 0 am MILLRACE - RIPARIAN SETBACK
WELLHEAD PROTECTION - TIME OF TRAVEL ZONES
5 YEAR TIME OF TRAVEL
10 YEAR TIME OF TRAVEL
20 YEAR TIME OF TRAVEL
*440%
ZONE OF CONCENTRATION (99 YEAR TIME OF
TRAVEL)
RPM
NOTES
I FLOOD INFORMATION FROM FIRM MAPS 41039C1142F AND 41039C1161 F,
EFFECTIVE DATE JUNE 2, 1999.
2. WELLHEAD INFORMATION FROM CITY OF SPRINGFIELD AND SPRINGFIELD
UTILITY BOARD WELLHEAD PROTECTION AREAS MAP, DATED JANUARY
2013.
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Date Received:
MAR 2 7 2015
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
3-27-2015
+ LANDSCAPE ARCHITECTS +
BOUNDARY DIVIDING FLOOD HAZARD ZONES
FLOOD HAZARD AREAS INUNDATED BY
LZO N =EA E
100 -YEAR FLOOD - AE ZONE, BASE FLOOD
ELEVATION DETERMINED
ZONE X
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AREAS OF 500 -YEAR FLOOD; AREAS OF
(500 YR.)
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THAN I FOOT
0
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=-
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to 15 .6
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AREAS DETERMINED TO BE OUTSIDE
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NO -YEAR FLOODPLAIN
WELLHEAD PROTECTION - TIME OF TRAVEL ZONES
5 YEAR TIME OF TRAVEL
10 YEAR TIME OF TRAVEL
20 YEAR TIME OF TRAVEL
*440%
ZONE OF CONCENTRATION (99 YEAR TIME OF
TRAVEL)
RPM
NOTES
I FLOOD INFORMATION FROM FIRM MAPS 41039C1142F AND 41039C1161 F,
EFFECTIVE DATE JUNE 2, 1999.
2. WELLHEAD INFORMATION FROM CITY OF SPRINGFIELD AND SPRINGFIELD
UTILITY BOARD WELLHEAD PROTECTION AREAS MAP, DATED JANUARY
2013.
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Date Received:
MAR 2 7 2015
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
3-27-2015
+ LANDSCAPE ARCHITECTS +
SCHIRMER
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Scale: 14 =120' 09
0 60 120
240
Revisions
# Date Description
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EXISTING FENCE THIS SECTION TO REMAIN
REMOVE EXISTING FENCE THIS SECTION
INSTALL NEW V-0" GALVANIZED CHAIN LINK FENCE
INSTALL (2) NEW CORNER POSTS
\—EXISTING SUB UTILITY POLES, FIXTURES AND INSTALL NEW 8'-0" GALVANIZED
50,E
OHW TO REMAIN.wr
CHAIN LINK FENCING
END OF SUB UTILITY ELECTRIC, BEGINNING OF L
SWANSON ELECTRICAL DISTRIBUTION SYSTEM.
Q
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luNu
UNLESS NOTED OTHERWISE, EXISTING
IMPROVEMENTS THIS AREA TO REMAIN
P
EXISTING
NIV
TO REMAIN
LOCATE AND CONSTRUCT NEW P.I.P.
CONCRETE RETAINING WALL
WESTWARD IN ALIGNMENT WITH
EXISTING NORTH WALL OF NEW BUILDING. TOP
STRUCTURES OF WALL 6" ABOVE BUILDING FFE
TO REMAIN
EXISTING SWANSON ELECTRICAL
DISTRIBUTION FACILITY TO REMAIN
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64
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11.7
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7"
/ NOTE:;�
7LIMIT,
IT OF "WORK, INCLUDING SAWCUTTING,
PAVING, RETAINING WALL, AND FENCING IS
APPROXIMATELY THIS LOCATION. PRECISE
LOCATION TO BE PROVIDED PRIOR TO
ZI
C04MENCING ACTIVITY ALONG SOUTH
PROPERTY LINE.
4
4
4
d 41 SAWCUT EXISTING IMPERVIOUS
4
4
SC
8117
,qD
sc
SAWCUT EXISTINGsc
IMPERVIOUS SURFACING 3'-U'
FROM PROPERTY LINE.
REMOVE ALL PAVING FROM
THIS T -O" MARK SOUTHWARD
TOP OF BANK
50' RIPARIAN SETBACK FROM TOP OF
BANK. REBUILDING OF THE SWANSON
FACILITY IS EXEMPT FROM SETBACK
REQUIREMENT.
PROVIDE 24'-0" WIDE IMPERVIOUS PAVING FIRE
AND EMERGENCY SERVICES ACCESS LANE
BEGINNING FROM INSIDE FACE OF NEW FENCE
AND/OR RETAINING WALL.
FOR REFERENCE: NEW 24" DIAMETER S.U.B. WATER
LINE AND 12' WIDE W.P.R.D MULTI -USE PATHWAY
24t9'WIDE FIRE LANE
EXISTING STORMWATER MANAGEMENT
FACILITY TO BE REPLACED WITH
AQUA -SWIRL BY CITY IN EXCHANGE FOR
PROPERTY LINE ADJUSTMENT TO THE EAST.
EXISTING STORMWATER OUTFALL TO REMAIN
IN CONCERT WITH REMAINING PAVING AS IN THE NOTE TO THE ------J
LEFT, AND IN COORDINATION WITH ESTABLISHING THE FIRE LANE,
ESTABLISH GRADE AND INSTALL NEW IMPERVIOUS SURFACING TO
INSIDE FACE OF NEW FENCING AND/OR RETAINING WALL.
SURFACING X-0" FROM PROPERTY
LINE THIS AREA BY SUB DUE TO
SUB WATERLINE PROJECT
INSTALL 8'-10" HIGH GALVANIZED CHAIN LINK FENCE FOR LENGTH OF PROPERTY
WITHIN THE LIMITS OF THIS SITE PLAN APPLICATION. CENTER FENCE ON
RETAINING WALL. IN CONCERT WITH NEW FENCE PROVIDE NEW LOW P.I.P.
CONCRETE RETAINING WALL JUST INSIDE PROPERTY LINE. TOP OF WALL 9'
ABOVE TOP OF PAVING. LOCATION OF RETAINING WALL, ELEVATION OF TOP OF
WALL AND DESIGN DETAILS AND SPECIFICATIONS TO BE PROVIDED PRIOR TO
COMMENCING ACTIVITY ALONG SOUTH PROPERTY LINE.
EXISTING IMPROVEMENTS TO REMAIN
Zz�
NEW IMPROVEMENTti
LOCATE NEW BUILDING BY PLACING
NEW NORTH WALL IN SAME LOCATION
AS OLD NORTH WALL
REMOVE EXISTING FENCE THIS SECTION
IN CONCERT WITH REPAIRING AND REPAVING -
ALONG NORTH SIDE OF BUILDING ESTABLISH
GRADE AND INSTALL NEW IMPERVIOUS
SURFACING TO WITHIN V-0" OF PROPERTY LINE
INSTALL (2) NEW CORNER POSTS AND 8'-0"
GALVANIZED CHAIN LINK FENCE
EXISTING IMPERVIOUS PAVING TO REMAIN.
RESTORE GRADE AND REPAVE AFTER
CONSTRUCTION OF BUILDING AND
INSTALLATION OF UTILITIES
AFTER REPAIR AND REPAVING THIS WILL
BECOME A 39 WIDE FIRE AND EMERGENCY
SERVICE ACCESS LANE
NEW MILL BUILDING
(SEE BUILDING PLANS)
STING RAIL SPUR TO REMAIN
FORESTRY BUILDING
TO REMAIN
LOCATE AND CONSTRUCT NEW P.I.P. CONCRETE
RETAINING WALL. ALIGN WITH BUILDING FLOOR
LEVEL CHANGE SOUTH OF RAIL SPUR. TOP OF
WALL 6" ABOVE FFE.
NEW OFFICE, VISITOR PARKING AND LANDSCAPE
INSTALL (2) NEW CORNER AND (2) NEW GATE POSTS
AS SHOWN 30'-0" O.C. FOR VEHICULAR ENTRANCE
(GATE 1). INSTALL NEW 30' ROLLING GATE. ROLLS
ALONG INSIDE OF NEW FENCE SOUTHWARD.
PROPERTY LINE
RIGHT-OF-WAY CENTERLINE
- ------ -- -- -----
EASEMENT LINE
FENCE
no- F_
EDGE OF PAVEMENT
155
0:0%< -
Lau 0: V. 0, �::
Cit a
TOP OF SWALE
z tau:
w 2 a
z a. "Mu Mw
GRADE BREAK
0 w pOH
STORMWATER LINE
IMPROVEMENTS THIS LOCATION
WASTEWATER LINE
:in Ly Ca
< w z
OVERHEAD WIRES
9L W lu
W C13 0 to
STORM MANHOLE
X
Cc >- 0z
<-�o w
CATCH BASIN
—0
z ►,_- IXE 2 w =
0 0 Lu 5 g w,
AREA DRAIN
THIS AREA TO BE -REMOVED
WASTEWATER MANHOLE
Zz�
NEW IMPROVEMENTti
LOCATE NEW BUILDING BY PLACING
NEW NORTH WALL IN SAME LOCATION
AS OLD NORTH WALL
REMOVE EXISTING FENCE THIS SECTION
IN CONCERT WITH REPAIRING AND REPAVING -
ALONG NORTH SIDE OF BUILDING ESTABLISH
GRADE AND INSTALL NEW IMPERVIOUS
SURFACING TO WITHIN V-0" OF PROPERTY LINE
INSTALL (2) NEW CORNER POSTS AND 8'-0"
GALVANIZED CHAIN LINK FENCE
EXISTING IMPERVIOUS PAVING TO REMAIN.
RESTORE GRADE AND REPAVE AFTER
CONSTRUCTION OF BUILDING AND
INSTALLATION OF UTILITIES
AFTER REPAIR AND REPAVING THIS WILL
BECOME A 39 WIDE FIRE AND EMERGENCY
SERVICE ACCESS LANE
NEW MILL BUILDING
(SEE BUILDING PLANS)
STING RAIL SPUR TO REMAIN
FORESTRY BUILDING
TO REMAIN
LOCATE AND CONSTRUCT NEW P.I.P. CONCRETE
RETAINING WALL. ALIGN WITH BUILDING FLOOR
LEVEL CHANGE SOUTH OF RAIL SPUR. TOP OF
WALL 6" ABOVE FFE.
NEW OFFICE, VISITOR PARKING AND LANDSCAPE
INSTALL (2) NEW CORNER AND (2) NEW GATE POSTS
AS SHOWN 30'-0" O.C. FOR VEHICULAR ENTRANCE
(GATE 1). INSTALL NEW 30' ROLLING GATE. ROLLS
ALONG INSIDE OF NEW FENCE SOUTHWARD.
LIGHT POLE
POWER POLE
i7
TRANSFORMER
UNKNOWN MANHOLE
no- F_
UNKNOWN UTILITY VAULT
155
0:0%< -
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Cit a
TELEPHONE RISER
z tau:
w 2 a
z a. "Mu Mw
WATER VALVE
0 w pOH
FIRE CONNECTION
IMPROVEMENTS THIS LOCATION
EVERGREEN TREE
:in Ly Ca
< w z
BUILDING
9L W lu
W C13 0 to
CONCRETE
X
Cc >- 0z
<-�o w
SPOT ELEVATION
—0
z ►,_- IXE 2 w =
0 0 Lu 5 g w,
CONTOUR
THIS AREA TO BE -REMOVED
CONTOUR INTERVAL =1 FOOT
(><0z
w z uj IN
C6 I.- z & J= R w
W15we0w
DISTANCES SHOWN IN FEET
Zz�
NEW IMPROVEMENTti
LOCATE NEW BUILDING BY PLACING
NEW NORTH WALL IN SAME LOCATION
AS OLD NORTH WALL
REMOVE EXISTING FENCE THIS SECTION
IN CONCERT WITH REPAIRING AND REPAVING -
ALONG NORTH SIDE OF BUILDING ESTABLISH
GRADE AND INSTALL NEW IMPERVIOUS
SURFACING TO WITHIN V-0" OF PROPERTY LINE
INSTALL (2) NEW CORNER POSTS AND 8'-0"
GALVANIZED CHAIN LINK FENCE
EXISTING IMPERVIOUS PAVING TO REMAIN.
RESTORE GRADE AND REPAVE AFTER
CONSTRUCTION OF BUILDING AND
INSTALLATION OF UTILITIES
AFTER REPAIR AND REPAVING THIS WILL
BECOME A 39 WIDE FIRE AND EMERGENCY
SERVICE ACCESS LANE
NEW MILL BUILDING
(SEE BUILDING PLANS)
STING RAIL SPUR TO REMAIN
FORESTRY BUILDING
TO REMAIN
LOCATE AND CONSTRUCT NEW P.I.P. CONCRETE
RETAINING WALL. ALIGN WITH BUILDING FLOOR
LEVEL CHANGE SOUTH OF RAIL SPUR. TOP OF
WALL 6" ABOVE FFE.
NEW OFFICE, VISITOR PARKING AND LANDSCAPE
INSTALL (2) NEW CORNER AND (2) NEW GATE POSTS
AS SHOWN 30'-0" O.C. FOR VEHICULAR ENTRANCE
(GATE 1). INSTALL NEW 30' ROLLING GATE. ROLLS
ALONG INSIDE OF NEW FENCE SOUTHWARD.
NEW FIRE DEPARTMENT CONNECTION,
BACKFLOW PREVENTION AND WATER
METER BUILDING
EXISTING STORMWATER —
MANAGEMENT FACILITY
3& TO BE REPLACED WITH
lot
0, NEW MANHOLE. SEE CIVIL.
RELOCATED 1000 GALLON
PROPANE TANK WITH
PROTECTIVE BOLLARDS
NEW FIRE HYDRANT
BY SUB
INSTALL NEW &-V'W1Dr=-GATE IN:�
1_
NEW PROPERTY LINE FENCE S'-0"
EAST OF NEW HYDRANT 1�__ ............
IN CONCERT WITH REMOVING PAVING, AS NOTED
TO THE LEFT, AND IN COORDINATf00 WITH OTHER
DEMOLITION, NEW IMPROVEMENTS AND -EXISTING
IMPROVEMENTS TO REMAIN, ESTABLISH GRADE--___
AND INSTALL NEW AND AND REPLACEMENT
IMPERVIOUS SURFACING TO INSIDE FACE OF NEW
FENCE AND/OR RETAINING WALL.
EXISTING STORMWATER OUTFALL TO
REMAIN. PIPE BETWEEN OUTFALL AND
AQUA -SWIRL TO BE REPLACED BY SUB
EXISTING NEWER AC PAVING TO REMAIN
EXISTING STORMWATER MANAGEMENT
FACILITY TO BE REMOVED AND NEW
NEW ASPHALT PAVING AQUA -SWIRL TO BE INSTALLED BY SUB IN
EXCHANGE FOR NEEDING TO REMOVE
FACILITY DUE TO SUB WATER LINE PROJECT
NEW PERVIOUS ASPHALT PAVING
EXISTING CONCRETE PAVING TO REMAIN
NEW CONCRETE PAVING
m. e d
A
NEW FENCING
a '1 4
Mk
77
Z — z -
1Z 300"R'
TRUCK LOADING, COVERED
AND DRAINED TO SANITARY (GATE 2
7-
-EXISTING
EMPLOY
ME
NEW EMPLOYEE ACCESS EA TO
AR
PARKING
WALKWAY AND ROAD C
ROSSING., REMAIN -AS IS
----------- LOCATE AS DIRECTED
00P11/
401
30 R,
INSTALL NEW GATE AND GATE POSTS.:
-U
LOCATE:POSTS�80' 'O.G. AND IN
ALIGNMENT WITH. NEW, FENCE. NEW GATE
TO CONSIST OF _(2) 40' ROLLING GATES.
j. EACH ROLLS ALONG INSIDE OF NEW FENCE,
ONE TO NORTH, ONE TO SOUTH.
dop
SAWCUT AND REMOVE EXISTING
ct 0 IMPERVIOUS SURFACING V-0" FROM dp09
7
NEW FENCE
k,
(2) NEW CATCH BASINS,
SEE CIVIL. 000
116-1
"%bob
EAST AND WEST TOP OR BANK ...........
OF EXISTING DRAINAGE SWALE
30 TO REMAIN
(GATE, 3) G f 00
11000'
.00
............ .
INSTALL 8'-0" HIGH GALVANIZED CHAIN LINK FENCE
FOR THE LENGTH OF THE PROPERTY, CENTER
FENCE 40'-0" WEST OF EAST EDGE OF EXISTING
QUARRY ACCESS ROAD IN CONTINUOUS ARC.
EXISTING QUARRY RAIL SPUR TO REMAIN
PROPERTY LINE ADJUSTMENT BY
THE CITY OF SPRINGFIELD
EXISTING QUARRY ACCESS TO REMAIN
NEW 15' X IIO'GRADE LEVEL —
TRUCK SCALE CENTERED IN 20' X
115' ZONE
1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS,
FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT.
2. REFER TO CIVIL DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES,
ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES.
A
F
No &- w"vxvy Date Received:
MAR 7 20b
originai Submilita,
INSTALL NEW GATE POST 40'-0" O.G. FROM
NEW GATE POST TO SOUTH
INSTALL NEW 40!-0" ROLLING GATE. ROLLS
ALONG INSIDE OF NEW FENCE NORTHWARD
INSTALL NEW GATE POST 64'
FROM ADJUSTED PROPERTY LINE
AND IN ALIGNMENT WITH NEW
FENCE TO NORTH
INSTALL NEW 5'-0" WIDE GATE IN
NEW PROPERTY LINE FENCE AT
NEW FENCE CORNER
NEW PUBLIC FIRE HYDRANT BY SUB
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
3-27-2015
+ LANDSCAPE ARCHITECTS +
SCHIRMER
REMOVE LIGHT POLES AND FIXTURES THIS AREA
i7
REMOVE EXISTING SIGNAGE,
no- F_
155
0:0%< -
Lau 0: V. 0, �::
Cit a
FLAGPOLE AND OTHER
z tau:
w 2 a
z a. "Mu Mw
0 w pOH
0.
00
IMPROVEMENTS THIS LOCATION
LO
0 0) IT
:in Ly Ca
< w z
0 00
9L W lu
W C13 0 to
_-_EXISTING IMPROVEMENTS
X
Cc >- 0z
<-�o w
w
—0
z ►,_- IXE 2 w =
0 0 Lu 5 g w,
LLJ LL
THIS AREA TO BE -REMOVED
(><0z
w z uj IN
C6 I.- z & J= R w
W15we0w
04
w orw > a. w 3: = 2
w r -
w
..........
wm F_ 0
N
0011,11
w c*ZM u-
--- ---------
uj
4: w
(a Cf) CL
Q CLx
to to ME 3E 0 FE
C
44�44) 84
SECURITY BUILDING TO REMAIN.
(4) NEW CORNER POSTS AND
FENCING SURROUND.
(GATE 1)
z
EXISTING SUB UTILITY POLE, FIXTURES AND
-6liW-TO--dt--RELO-C-A-T-E-D.-END-.OF-.-SUB---
ELECTRIC, BEGINNING, OF-SWANSON_
ELECTRICAL DISTRIBUTION SYSTEM
NEW FLAG POLE
REMOVE EXISTING LIGHT POLE AND FIXTURE
0
REMOVE EXISTING EMPLOYEE ACCESS
OFFICE PARKING, PERVIOUS
ASPHALT, SLOTTED CURB,
0
WHEEL STOPS, AND Z_
z
QTnDRMAfATr_D I AK1r%ef%ADC
NEW FIRE DEPARTMENT CONNECTION,
BACKFLOW PREVENTION AND WATER
METER BUILDING
EXISTING STORMWATER —
MANAGEMENT FACILITY
3& TO BE REPLACED WITH
lot
0, NEW MANHOLE. SEE CIVIL.
RELOCATED 1000 GALLON
PROPANE TANK WITH
PROTECTIVE BOLLARDS
NEW FIRE HYDRANT
BY SUB
INSTALL NEW &-V'W1Dr=-GATE IN:�
1_
NEW PROPERTY LINE FENCE S'-0"
EAST OF NEW HYDRANT 1�__ ............
IN CONCERT WITH REMOVING PAVING, AS NOTED
TO THE LEFT, AND IN COORDINATf00 WITH OTHER
DEMOLITION, NEW IMPROVEMENTS AND -EXISTING
IMPROVEMENTS TO REMAIN, ESTABLISH GRADE--___
AND INSTALL NEW AND AND REPLACEMENT
IMPERVIOUS SURFACING TO INSIDE FACE OF NEW
FENCE AND/OR RETAINING WALL.
EXISTING STORMWATER OUTFALL TO
REMAIN. PIPE BETWEEN OUTFALL AND
AQUA -SWIRL TO BE REPLACED BY SUB
EXISTING NEWER AC PAVING TO REMAIN
EXISTING STORMWATER MANAGEMENT
FACILITY TO BE REMOVED AND NEW
NEW ASPHALT PAVING AQUA -SWIRL TO BE INSTALLED BY SUB IN
EXCHANGE FOR NEEDING TO REMOVE
FACILITY DUE TO SUB WATER LINE PROJECT
NEW PERVIOUS ASPHALT PAVING
EXISTING CONCRETE PAVING TO REMAIN
NEW CONCRETE PAVING
m. e d
A
NEW FENCING
a '1 4
Mk
77
Z — z -
1Z 300"R'
TRUCK LOADING, COVERED
AND DRAINED TO SANITARY (GATE 2
7-
-EXISTING
EMPLOY
ME
NEW EMPLOYEE ACCESS EA TO
AR
PARKING
WALKWAY AND ROAD C
ROSSING., REMAIN -AS IS
----------- LOCATE AS DIRECTED
00P11/
401
30 R,
INSTALL NEW GATE AND GATE POSTS.:
-U
LOCATE:POSTS�80' 'O.G. AND IN
ALIGNMENT WITH. NEW, FENCE. NEW GATE
TO CONSIST OF _(2) 40' ROLLING GATES.
j. EACH ROLLS ALONG INSIDE OF NEW FENCE,
ONE TO NORTH, ONE TO SOUTH.
dop
SAWCUT AND REMOVE EXISTING
ct 0 IMPERVIOUS SURFACING V-0" FROM dp09
7
NEW FENCE
k,
(2) NEW CATCH BASINS,
SEE CIVIL. 000
116-1
"%bob
EAST AND WEST TOP OR BANK ...........
OF EXISTING DRAINAGE SWALE
30 TO REMAIN
(GATE, 3) G f 00
11000'
.00
............ .
INSTALL 8'-0" HIGH GALVANIZED CHAIN LINK FENCE
FOR THE LENGTH OF THE PROPERTY, CENTER
FENCE 40'-0" WEST OF EAST EDGE OF EXISTING
QUARRY ACCESS ROAD IN CONTINUOUS ARC.
EXISTING QUARRY RAIL SPUR TO REMAIN
PROPERTY LINE ADJUSTMENT BY
THE CITY OF SPRINGFIELD
EXISTING QUARRY ACCESS TO REMAIN
NEW 15' X IIO'GRADE LEVEL —
TRUCK SCALE CENTERED IN 20' X
115' ZONE
1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS,
FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT.
2. REFER TO CIVIL DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES,
ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES.
A
F
No &- w"vxvy Date Received:
MAR 7 20b
originai Submilita,
INSTALL NEW GATE POST 40'-0" O.G. FROM
NEW GATE POST TO SOUTH
INSTALL NEW 40!-0" ROLLING GATE. ROLLS
ALONG INSIDE OF NEW FENCE NORTHWARD
INSTALL NEW GATE POST 64'
FROM ADJUSTED PROPERTY LINE
AND IN ALIGNMENT WITH NEW
FENCE TO NORTH
INSTALL NEW 5'-0" WIDE GATE IN
NEW PROPERTY LINE FENCE AT
NEW FENCE CORNER
NEW PUBLIC FIRE HYDRANT BY SUB
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
3-27-2015
+ LANDSCAPE ARCHITECTS +
SCHIRMER
�,l SATRE"
no- F_
155
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Scale: 1*=5(V-1r
0 25 50
100
Revisions
# Date, Description
ac
Ci- CC
oti
Ul>
M
co
cr_
<
ui
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2 -
Gill
rA
CL
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0
co
EXISTING TREES AND GRASSES
IN THIS AREA TO REMAIN
9
0
aft
(4) DOUBLE BRIDAL WREATH SPIREA
(2) VINE MAPLE
(3) EVEREST AZALEA
(8) BILL NORRIS DAYLILY
(3) EVEREST AZALEA
(2) VINE MAPLE
(4) DOUBLE BRIDAL WREATH SPIREA
(50) MT. VERNON LAUREL, T O.C. —
-71
-7
J
A
i"E'L-0 # 4 4 VK, #tj.
G ALFRED DAFFODIL (12" O.C.)
(168) MT. VERNON LAUREL (3'O.C.)
(8) BENNERUP BLUE SIBERIAN IRIS
(8) BILL NORRIS DAYLILY
(36) BRAMBLE
(8) BENNERUP BLUE
SIBERIAN IRIS
(8) BILL NORRIS
DAYLILY
1 1) MARSHALL ASH
8
h, (12) MT. VERNON LAUREL (3'0.C)—
(4) OCTOBER GLORY RED MAPLE
t ifs h, W'Tt
(55) BRAMBLE
§
#
7/
(8) COMMON CAMAS
-41'1G;F%Vr DL-%JIZ Q1Dr—r%L*%V4 IRIS
so_
MT. VERNON LAUREL
(VO.C.)
x
3/4 - MINUS CRUSHED ROCK WITH
TOP LAYER OF 1/4 -10 CRUSHED
ROCK SURFACING FROM EDGE
OF QUARRY ROAD TO WEST SIDE
OF RAIL SPUR
SC
4 <
SC
sc (34) DOUBLE BRIDAL WREATH SPIREA (T O.C.)
w.
(82) MT. VERNON LAUREL (3- O.C.)
4 All
0000
0
00
<
Z
V
Z'�
EXISTING VEGETATION IN
<
THIS AREA TO REMAIN
X/
X
J
-�n
Y.
J
SL
SC
40w
V
"000, 00000
dop
z/
3/4 - MINUS CRUSHED ROCK WITH TOP
.........
(3) SCARLET OAK LAYER OF 1/4 -10 CRUSHED ROCKpop 000000
(24) DOUBLE BRIDAL SURFACING FROM EDGE OF QUARRY
WREATH SPIREA ROAD TO WEST SIDE OF RAIL SPUR
...........
(r o.c.)
41
4-
0000000
dOp
PLANTING NOTES 0000
. ..... .....
dP
1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM
G-
Qty. lBotanical Name
I Common Name
ISize
lComments
--- ---- ------
RIGHT-OF-WAY CENTERLINE
POWER POLE
TREES
EASEMENT LINE
1--iz otujew
c
TRANSFORMER
4 Acer circinatum
Vine Maple
41-5#
3 Stem Minimum
4 Acer rubrum 'October Glory'
October Glory Red Maple
2" cal.
Matched, evenly branched
1 Fraxinus pennsylvanica 'Marshall'
Marshall Ash
2" cal.
Matched, evenly branched
3 Quercus coccinea
IScarlet Oak
2" cal.
Matched, evenly branched
uw-i
STORMWATER LINE
u,
a. 0: jE CO
x 0
FIRE CONNECTION
SHRUBS
WASTEWATER LINE
EVERGREEN TREE
6 Azalea 'Everest'
Everest Azalea
5 gal.
BUILDING
7 Osmanthus heterophyllus
holly -leaf osmanthus
5 gal.
66 Spiraea cantoniensis
Double Bridal Wreath Spirea
5 gal.
CONCRETE
10,Vibumum plicatum tomentosum
Doublefile Vibumum
5 gal.
PrIt
I
AREA DRAIN
SPOT ELEVATION
PERENNIALS
WASTEWATER MANHOLE
CONTOUR
8 Camassia quamash
Common Camas
I gal.
CONTOUR INTERVAL =1 FOOT
24 Hemerocallis 'Bill Norris'
Bill Norris Daylily
I gal.
DISTANCES SHOWN IN FEET
176 Iris forestii
Yellow Chinese Iris
I gal.
Plant 18" o.c.
241 Iris siberica 'Bennerup Blue'
Bennerup Blue Siberian Iris
1 gal.
0
450 Narcissus 'King Alfred'
King Alfred Daffodil
I gal.
Plant 12" o.c.
350 Nothoscordum sellowianum
False Yellow Crocus
1 gal.
Plant 9" o.c.
368 Tulipa batalinii 'Bright Gem'
Bright Gem Tulip
I gal.
Plant 12" o.c.
0-6
CL LU
ui sir
am z
CO
z
GROUNDCOVER
co
0.
467 Prunus laurocerasus 'Mount Vemon'
Mount Vemon Laurel
3 gal.
Plant Yo.c.
91 Rubus calypinoides
Creeping Bramble
41, pot'
Plant 18" o.c.
Scale: 14 = 50 - V
.. . . . . . . . . . . . . . . . . . . . . . . . . . .
0 25
LANDSCAPE ARCHITECT.
2'. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO
ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED.
3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT
OF WORK PRIOR TO THE EXECUTION OF THE WORK.
4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO
EXECUTION OF WORK REPAIR ANY DAMAGE TO EXISTING UTILITIES,
PIPES OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A
MANNER APPROVED BY THE GENERAL CONTRACTOR.
5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO
REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR
ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF
ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF
LANDSCAPE ARCHITECT.
6. PLANT LOCATION, TYPE AND QUANTITY TO BE REVIEWED AND
APPROVED AT THE TIME OF BUILDING PERMIT SUBMITTAL.
7'. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED.
SEE TREE PLANTING DETAIL
IRRIGATION NOTES
I IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANTING AREAS.
2'. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID
CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND
FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER
(IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL
VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP
SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIES OR APPROVED). ALL
VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR
APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER
PROOF LOCATION.
oil
M: 4 1 :_ 41 Ill lill k NI
1 CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS,
FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT.
2. REFER TO CIVIL DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES,
ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES.
EXISTING NEWER AC PAVING TO REMAIN 41 -
EXISTING TREE TO REMAIN
NEW ASPHALT PAVING
0•PROPOSED TREES, SHRUBS,
AND PERENNIALS
NEW PERVIOUS ASPHALT PAVING
EXISTING CONCRETE PAVING TO REMAIN
GROUNDCOVER, PLANTS
NEW CONCRETE PAVING
NEW FENCING
CRUSHED ROCK GROUNDCOVER,
MAR 2 7 2015
Originai Submd— C
ELL f --tot—n
11 i
LAND USE
REVIEW. V. SET
THIS DRAWING IS
NOTFOR
CONSTRUCTION
3-27-2015
+ LANDSCAPE ARCHITECTS +
PROPERTY LINE
LIGHT POLE
--- ---- ------
RIGHT-OF-WAY CENTERLINE
POWER POLE
ulw
0 w0: X
�0 !;Et
EASEMENT LINE
1--iz otujew
c
TRANSFORMER
--------
FENCE
w
5: 15 OR o 0-0
0 j
UNKNOWN MANHOLE
C3 � C:LuT,I.-
;E1--=0Ljjuj
w 5 8 g
EDGE OF PAVEMENT
Us CL I Ca 0 ww
L-owoxw%
UNKNOWN UTILITY VAULT
01 0 w X <
TOP OF SWALEt
w5RT2uM
0=
= I.- +- uj 0 0 LU CO)
TELEPHONE RISER
C3 M z CC @ 0
co M UA <Www
GRADE BREAK
!;c'
co wo,05
WATER VALVE
uw-i
STORMWATER LINE
u,
a. 0: jE CO
x 0
FIRE CONNECTION
j
Oi 3: K �� -0
gazwKI-0
ir X:
wx : 5 wz ,<- zLu ,
WASTEWATER LINE
EVERGREEN TREE
Gam '1- W�:
c6 F
ir �- z 2 u -;m %
1=-,
OVERHEAD WIRES
Ce 7
0 ft
BUILDING
wo iE
STORM MANHOLE
�GJS
8
•
0
CONCRETE
CATCH BASIN
PrIt
AREA DRAIN
SPOT ELEVATION
WASTEWATER MANHOLE
CONTOUR
--- - -------- ---
CONTOUR INTERVAL =1 FOOT
DISTANCES SHOWN IN FEET
EXISTING NEWER AC PAVING TO REMAIN 41 -
EXISTING TREE TO REMAIN
NEW ASPHALT PAVING
0•PROPOSED TREES, SHRUBS,
AND PERENNIALS
NEW PERVIOUS ASPHALT PAVING
EXISTING CONCRETE PAVING TO REMAIN
GROUNDCOVER, PLANTS
NEW CONCRETE PAVING
NEW FENCING
CRUSHED ROCK GROUNDCOVER,
MAR 2 7 2015
Originai Submd— C
ELL f --tot—n
11 i
LAND USE
REVIEW. V. SET
THIS DRAWING IS
NOTFOR
CONSTRUCTION
3-27-2015
+ LANDSCAPE ARCHITECTS +
SCHIRMER
TRE=
SAto
ulw
0 w0: X
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1--iz otujew
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Scale: 14 = 50 - V
.. . . . . . . . . . . . . . . . . . . . . . . . . . .
0 25
50 100
Revisions
# Date Description
UZA
#0
Lu
w
CV
zp_ 0
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WO
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C--------
.f
GENERAL NOTES
1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS,
FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT.
2. REFER TO CIVIL DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES,
ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES.
(4) AREA LIGHTS.
• LOCATE JUST INSIDE NEW FENCE, 90'O.C.
• FIRST LIGHT COLLOCATED ON SUB
UTILITY POLE IF POSSIBLE
C
f
t
�q
90, TA
7
------- ---- ---
(3) SIGN LIGHTS.
Z
0 LOCATE 5FROM
FACE OF SIGN
5"-0"" O.C. CENTERED
IVON SIGNJJ
V
G
TI
/7
V h6"V
A
V
# 0
ti h1i,
#
#
SC
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so,
SC
so
#
-7
SC 4
0
it
tl
sc
v NX,
..ova
VRR
A
4
t
_j
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(5) AREA LIGHTS.
-1/2"a-06EPCLEMCM
LOCATE JUST OUTSIDE NEW FENCE,
t�eJ�
NOMINALLY TFROM EDGE OF ADJACENT
. . . . . . . . . . . .......... ..........
PZ-CTANK3jt.,4R AREAaffcff
PAVING
R -CM 000000
Z
Die
r
-Cast 8C__
Aluminum Housmq_ 1-ampholder 00000 00000"
DeitaGuwe�' firish I A - top
Dim Cts
Lamp In,
,luded)
00000*
9.3'(235 rnrn)*W x Re`Plefimsheo serni-slIecular, do
2
1, 6' (406 rrm,4. x
0,14se, Pnd O*jse a;unw=tn
'W mm}!) wapper and selli-epecuar
ahjrr�narn sides
aero
4
required)
H,gh Power Fwtor SaIast
P
7 7
j
—Lens Fame
De -cast aturrinum d=
ge Assembly
lfw_m. Sealed F LUCA 2 1 L E D . ........ .",
WWI 10�
A
Side Vicw Pole Mi3uni
J_
110001"
Close Fole Mount close Tempered skoor* gasket 000
(See side view)
(38 mm)—i 665-0321
SID wool
7t_-,
G�,As Lers L C�aptive Lens Sere4
with silicone 15eal 400.0�
OW4 sUtw-ess Steel Notes 1/4
Corl 7'
24-
(610
V,ng L
LEGEND
F - MAJi irL
01MA
LIGHTING
. . . . . . . . . .
PROPERTY LINE LIGHT POLE EXISTING NEWER AC PAVING TO REMAIN AREA LIGHT
60'forward throw shwp cutoff lumir're for HD Fixture includes dear, medium -base lamp. Exclusive Colorfast DeltaGjard' finish features
Description Bein Type symmetric, medium beam
C) r-,kcC0'V00;,
lamp, totally enclosed. Housing is searriless, die- Pulse -rated porcelein enclosed, 4kv-rated screw- an E -coat epoxy primer with medium broroe RIGHT-OF-WAY CENTERLINE POWER POLE LJ C4 I
cast aluminum. Mounting consists of a Ur shell -type lampholder with quick clisconneict. uttra4urable powder topcoat, providing IP66. Surface mounted LED floodlight Integral control gear. Special effects
Lamp Type 6 LED 12W (4000K) EASEMENT LINE TRANSFORMER NEW ASPHALT PAVING SIGN LIGHT
(44 mm) wide by 2-5"(64 mm) high by 1.T Lamp ignitor included where rectuired. At ballast excellent resistarre to corrosion, ultraviolet can be realized with linear lens, or flood lens. N
-pmw factor and use the GaurType electronic gear
(38 mm) long extruded alurninum arm. The arm assemblies are high degradation and abrasion, The finish is oovered FENCE UNKNOWN MANHOLE MAR 2 7 2015
is held in place with two 318* (9 mm) moLtnt- following circuit types. by our seven-year limited warranty.
ing rods fastened to a steel backng plate inside 120V fkWor 2626<4Fklm Nominall Lmniinous flux 0m) EDGE OF PAVEMENT UNKNOWN UTILITY VAULT NEW PERVIOUS ASPHALT PAVING AREA LIGHT PHOTOMETRICS
the pole, and by two nuts inside the fixture 141140
50 - I 50W I+S LED Lumens 202.2 lm
TOP OF SWALE TELEPHONE RISER
housing. Mounting rods are provided with 27N Reador LEDs 6 f I
sealing washers to prevent water le*age. Lens US4,689,729 GRADE BREAK ','><J WATER VALVE
assembly oonsists, of rigid aluminum frame and 150W PSIM 60— Total Lumens 1213 Irn EXISTING CONCRETE PAVING TO REMAIN
high -impact dear -tempered glass, with gasketed HX — "gh Rwdance STORMWATER LINE FIRE CONNECTION
fens tram 50- 150W Psmff, 50-1501N
ff S Tj 85 OC
LS -L Fitilycartonate Vandei SNdd 40 WASTEWATER LINE EVERGREEN TREE V. NEW CONCRETE PAVING LAND USE
4 4,
(not for use vAth fi)dve. in u#igkd pmibm) fttW Luminous Hex 0m) OVERHEAD WIRES 1, 11 1'_�`\ " - � 1, 7-1, 11
SBL -L SKeld 20 BUILDING
REVIEW SET
V&I LaTper woof ScreAd�nver LED Lumens 171.8 Im STORM MANHOLE NEW FENCING
AW31 lamp wattage label supplied, visible during L Wre Grrd CONCRETE
Total Lumens 1031.1 Im THIS DRAWING IS
relamping. LA_ Usted in US and Cariada for %vd CATCH BASIN
so 30 10 10 30 so
CO/Clao AREA DRAIN NOTFOR
"noy
locetions� Ta 25 OC
SPOT ELEVATION
RUUD UGHTING CONSTRUCTION
auk lRallied Inplot Power 16W WASTEWATER MANHOLE CONTOUR
6�) 2012RAAtic htic g, Im —AOeeCompay Ail 69ftstesermd, Theinformatim €n itis isstAect lodvrWt4ttxxA natce, SM CIO sW"G7—G�1%5
CONTOUR INTERVAL I FOOT
9201 10M&NVon Avaxe - Paim Wsoxam 534065-3772 - PHME (800) 236-7000 - FAX j8M 236-7500 - DISTANCES SHOWN IN FEET _.A
+ LANDSCAPE ARCHITECTS +
SCHIRMER
SATRE.
Ilk -
MAN
A
0
U3 U w0a
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D
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LIGHTING
. . . . . . . . . .
PROPERTY LINE LIGHT POLE EXISTING NEWER AC PAVING TO REMAIN AREA LIGHT
60'forward throw shwp cutoff lumir're for HD Fixture includes dear, medium -base lamp. Exclusive Colorfast DeltaGjard' finish features
Description Bein Type symmetric, medium beam
C) r-,kcC0'V00;,
lamp, totally enclosed. Housing is searriless, die- Pulse -rated porcelein enclosed, 4kv-rated screw- an E -coat epoxy primer with medium broroe RIGHT-OF-WAY CENTERLINE POWER POLE LJ C4 I
cast aluminum. Mounting consists of a Ur shell -type lampholder with quick clisconneict. uttra4urable powder topcoat, providing IP66. Surface mounted LED floodlight Integral control gear. Special effects
Lamp Type 6 LED 12W (4000K) EASEMENT LINE TRANSFORMER NEW ASPHALT PAVING SIGN LIGHT
(44 mm) wide by 2-5"(64 mm) high by 1.T Lamp ignitor included where rectuired. At ballast excellent resistarre to corrosion, ultraviolet can be realized with linear lens, or flood lens. N
-pmw factor and use the GaurType electronic gear
(38 mm) long extruded alurninum arm. The arm assemblies are high degradation and abrasion, The finish is oovered FENCE UNKNOWN MANHOLE MAR 2 7 2015
is held in place with two 318* (9 mm) moLtnt- following circuit types. by our seven-year limited warranty.
ing rods fastened to a steel backng plate inside 120V fkWor 2626<4Fklm Nominall Lmniinous flux 0m) EDGE OF PAVEMENT UNKNOWN UTILITY VAULT NEW PERVIOUS ASPHALT PAVING AREA LIGHT PHOTOMETRICS
the pole, and by two nuts inside the fixture 141140
50 - I 50W I+S LED Lumens 202.2 lm
TOP OF SWALE TELEPHONE RISER
housing. Mounting rods are provided with 27N Reador LEDs 6 f I
sealing washers to prevent water le*age. Lens US4,689,729 GRADE BREAK ','><J WATER VALVE
assembly oonsists, of rigid aluminum frame and 150W PSIM 60— Total Lumens 1213 Irn EXISTING CONCRETE PAVING TO REMAIN
high -impact dear -tempered glass, with gasketed HX — "gh Rwdance STORMWATER LINE FIRE CONNECTION
fens tram 50- 150W Psmff, 50-1501N
ff S Tj 85 OC
LS -L Fitilycartonate Vandei SNdd 40 WASTEWATER LINE EVERGREEN TREE V. NEW CONCRETE PAVING LAND USE
4 4,
(not for use vAth fi)dve. in u#igkd pmibm) fttW Luminous Hex 0m) OVERHEAD WIRES 1, 11 1'_�`\ " - � 1, 7-1, 11
SBL -L SKeld 20 BUILDING
REVIEW SET
V&I LaTper woof ScreAd�nver LED Lumens 171.8 Im STORM MANHOLE NEW FENCING
AW31 lamp wattage label supplied, visible during L Wre Grrd CONCRETE
Total Lumens 1031.1 Im THIS DRAWING IS
relamping. LA_ Usted in US and Cariada for %vd CATCH BASIN
so 30 10 10 30 so
CO/Clao AREA DRAIN NOTFOR
"noy
locetions� Ta 25 OC
SPOT ELEVATION
RUUD UGHTING CONSTRUCTION
auk lRallied Inplot Power 16W WASTEWATER MANHOLE CONTOUR
6�) 2012RAAtic htic g, Im —AOeeCompay Ail 69ftstesermd, Theinformatim €n itis isstAect lodvrWt4ttxxA natce, SM CIO sW"G7—G�1%5
CONTOUR INTERVAL I FOOT
9201 10M&NVon Avaxe - Paim Wsoxam 534065-3772 - PHME (800) 236-7000 - FAX j8M 236-7500 - DISTANCES SHOWN IN FEET _.A
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