HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/17/2012u
v
v
L
a
L
d
t
U)
0
tn
aD
0
N
0
Q
N.T.S.
a
0
m
°v
t
NORTH
0 yr
7
Yf `,.fff'ilt
CRESCENT yta ,,rc
co
PROJECT LOCATION -, rf.
''P INTERNATIONAL WAY o
0
APPLICANT:
GIUSTINA RESOURCES
P.O. BOX 529
EUGENE, OR 97440
541 - 485 -1500
541 - 485 -2050 (FAX)
ARCHITECT /APPLICANTS REPRESENTATIVE:
ROBERTSON ISHERWOODIARCHITECTS pc
132 E. BROADWAY, SUITE 540
EUGENE, OR 97401
541 - 342 -8077
541- 345 -4302 (FAX)
CONTACT: SCOTT STOLARCZYK, AI A
CIVIL ENGINEER:
BRANCH ENGINEERING
310 5TH STREET
SPRINGFIELD, OR 97477
541 - 746 -0637
541 - 746 -0389 (FAX)
CONTACT: LANE BRANCH, PE
LANDSCAPE ARCHITECT:
DOUGHERTY LANDSCAPE ARCHITECTS
474 WILLAMETTE STREET, SUITE 305
EUGENE, OR 97401
541 -683 -5803
541 - 683 -8183 (FAX)
CONTACT: DAVID DOUGHERTY, ASLA
24 IL mk
r
ROAD
a
SHEET INDEX
G1 PROJECT INFORMATION
Cl EXISTING CONDITIONS PLAN
C2 UTILITY PLAN
C3 GRADING PLAN
L1 LANDSCAPE PLAN
Al SITE PLAN
A2 FLOOR PLANS /EXTERIOR ELEVATIONS
ml m Tu
m" * In
Vv*"Wl I
1. CARE SHALL BE TAKEN TO ENSURE THAT CHEMICALS USED DURING CONSTRUCTION WILL NOT ENTER THE SOIL OR BE WASHED INTO THE STORM
WATER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS OR WASTES SHALL BE ALLOWED TO ENTER THE SOILS OR STORM WATER SYSTEM.
2. CONTRACTORS /DEVELOPERS /OWNERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS,
FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF.
3. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS IS PERMITTED ON THIS SITE.
4. NO D.N.A.P.L. (DENSE NONAQUEOUS PHASE LIQUID) CHEMICALS ARE PERMITTED TO BE USED OR STORED ON THIS SITE.
5. NO MORE THAN 20 GALLONS AGGREGATE OF MATERIALS HAZARDOUS TO GROUNDWATER MAY BE STORED ON SITE.
6. UNDEVELOPED LAND SHALL BE MAINTAINED IN AN UNCLUTTERED, DUST —FREE, MOWED AND ATTRACTIVE MANNER. SUCH LAND SHALL NOT BE
USED FOR PARKING.
7. IN ACCORDANCE WITH SDC 3.2- 425(G)(6), MAXIMUM NOISE LEVELS (MEASURED AT THE PROPERTY LINE) GENERATED BY THE DEVELOPMENT
SHALL COMPLY WITH OAR 340 - 035 -0035, NOISE CONTROL STANDARDS FOR INDUSTRY AND COMMERCE.
8. SECONDARY CONTAINMENT OF ALL HAZARDOUS MATERIALS USED OR STORED ON THE SITE SHALL BE PROVIDED.
9. CONTRACTORS /DEVELOPERS /OWNERS SHALL BE RESPONSIBLE FOR ENSURING SPECIAL PRECAUTIONS ARE OBSERVED DURING CONSTRUCTION TO
PROTECT GROUNDWATER AND TO PREVENT SPILLS OR LEAKAGE OF MATERIALS INTO THE STORMWATER SYSTEM. WELLHEAD PROTECTION SIGNS
SHALL BE POSTED AT CONSPICUOUS LOCATIONS TO ALLERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES AND OTHERS TO THE IMPORTANCE
OF REPORTING AND CLEANING UP ANY SPILLS.
10. PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE.
CODE
ANALYSIS
PART OF APPROVED MASTER PLAN (LRP2007- 00020)
ZONE OVERLAYS:
DRINKING WATER PROTECTION DISTRICT (1 -5 YEAR T.O.T.Z)
FLOODPLAIN OVERLAY DISTRICT
GATEWAY REFINEMENT PLAN
LOCATION:
200 INTERNATIONAL
WAY, SPRINGFIELD, OR 97477
PRELIMINARY BUILDING
CODE ANALYSIS BASED UPON 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC)
35% MINIMUM (20,631 SF MINIMUM REQUIRED)
(LOT 5 OF LIBERTY
PROFESSIONAL CENTER)
MINIMUM BUILDING
20 FEET FROM ADJACENT BUILDING.;. (
SETBACK:
30 FEET FROM ARTERIAL STREET (
MINIMUM PARKING
OCCUPANCY:
B (BUSINESS) AND S -1 (STORAGE)
ASSESSOR'S
MAP: 17- 03- 15 -40, TAX
LOT 3600
HEIGHT:
FENCING:
FRONT YARD: 6' MAXIMUM HEIGHT, 5' MINIMUM SETBACK
CONSTRUCTION TYPE:
TYPE VB, SPRINKLERED
SITE AREA:
TOTAL SITE AREA:
70,646 SF (1.62 ACRES)
PARKING:
12,831 SF / 300= 42.7= 43 PARKING SPACES REQUIRED
IMPERVIOUS AREA:
10,338 SF (BUILDING FOOTPRINT)
ALLOWABLE AREA:
BASE ALLOWABLE AREA= 9,000 SF PER FLOOR
25% LONG TERM, 75% SHORT TERM
32,722 SF (PARKING, DRIVEWAYS, HARDSCAPES)
INCREASE ALLOWED FOR FRONTAGE SEPARATION= 3,870 SF PER FLOOR
LANDSCAPE AREA:
27,586 SF
1 LONG —TERM SPACES PROVIDED (
INCREASE ALLOWED FOR SPRINKLERS= 18,000 SF PER FLOOR
4 SHORT —TERM SPACES PROVIDED (
SIGNS SMC 8.200):
WALL SIGNS: (3) ALLOWED TOTALING 350 SF FOR ALL FACES
cn
WITH INCREASES= 30,870 SF PER FLOOR ALLOWED (0. j
PROPOSED USE: OFFICE BUILDING; 12,831 SF TOTAL
2 —STORY BUILDING AREA ALLOWED TO BE INCREASED BY (2)
CL V.
61,740 SF TOTAL BUILDING AREA ALLOWED O.K.
LAND USE CODE ANALYSIS, BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE (SDC)
Q
ZONE:
Cl— CAMPUS INDUSTRIAL
PART OF APPROVED MASTER PLAN (LRP2007- 00020)
ZONE OVERLAYS:
DRINKING WATER PROTECTION DISTRICT (1 -5 YEAR T.O.T.Z)
FLOODPLAIN OVERLAY DISTRICT
GATEWAY REFINEMENT PLAN
MINIMUM LOT SIZE:
10,000 SF O.K.
MINIMUM FRONTAGE:
75 FEET Q.K.
MINIMUM LANDSCAPE/
35% MINIMUM (20,631 SF MINIMUM REQUIRED)
OPEN SPACE:
27,586 SF PROVIDED; 39% (0
MINIMUM BUILDING
20 FEET FROM ADJACENT BUILDING.;. (
SETBACK:
30 FEET FROM ARTERIAL STREET (
MINIMUM PARKING
5 FEET, FRONT AND INTERIOR YARDS (
SETBACK:
o
MAXIMUM BUILDING
45' MAXIMUM; APPROXIMATELY 35' AS PROPOSED (0_K.)
HEIGHT:
FENCING:
FRONT YARD: 6' MAXIMUM HEIGHT, 5' MINIMUM SETBACK
SIDE YARD: 6' MAXIMUM HEIGHT, NO MINIMUM SETBACK
REAR YARD: 6' MAXIMUM HEIGHT, NO MINIMUM SETBACK
MOTOR VEHICLE
MINIMUM— (1) PER 300 SF OF FLOOR AREA
PARKING:
12,831 SF / 300= 42.7= 43 PARKING SPACES REQUIRED
44 PARKING SPACES PROVIDED (
BICYCLE PARKING:
MINIMUM— (1) PER 3,000 SF OF FLOOR AREA
25% LONG TERM, 75% SHORT TERM
12,831 SF / 3,000= 4.2= 5 SPACES REQUIRED
1 LONG —TERM SPACES REQUIRED
4SHORT —TERM SPACES REQUIRED
1 LONG —TERM SPACES PROVIDED (
M
4 SHORT —TERM SPACES PROVIDED (
SIGNS SMC 8.200):
WALL SIGNS: (3) ALLOWED TOTALING 350 SF FOR ALL FACES
FREESTANDING: (1) ALLOWED, 100 SF PER FACE, 200 SF TOTAL
1.
-2- Subuadd, 6j
i
1- „" i
'A a
0r
ON
c
0
v
c L
`- O
v
c 'a
O
N c
.c
0.
U)
C
2 O
E
L
S' O
4t
0 M.
O
-- Z
m
c
M
L
0
r
Tnn
a
U
a
V
N Ln
V_ T_
o N
N
U
O
U
a) a'
4, 0
o
o r
lJ I
E
0
v
O
0
tJ
0
O
v
u
o
Q)
4-,
u
00
M
'
N d:
Lri
0
M
O
ct
cn
CL V.
+V
Q
(A
th
o
L
°'
O
Q
(A
o
' t
U)
00
4NO
M ON
L•
-0 o
f
o ate,
C
000
W
(1)
M
r- W
C
2 O
E
L
S' O
4t
0 M.
O
-- Z
m
c
M
L
0
r
Tnn
a
U
a
V
N Ln
V_ T_
o N
N
U
O
U
a) a'
4, 0
o
o r
lJ I
UTILITY NOTES:
"AS BUILT" SANITARY AND STORM SEWER
INFORMATION FLOWLINES ARE FROM BRANCH
ENGINEERING "AS BUILT" DRAWINGS FOR THE CITY OF
SPRINGFIELD TITLED: "INTERNATIONAL WAY EXTENSION
AND IMPROVEMENT PROJECT" DATED: JULY 27, 1994,
SANITARY AND STORM SEWER RIMS AS NOTED ARE
FROM FIELD LOCATION OR SAID "AS BUILT" DRAWING.
iii' .1
FLOOD PLAIN ELEVATIONS SHOWN ARE BASED ON MCKENZIE RIVER
FLOOD PLAIN ASSESSMENT BY DAVID EVANS AND ASSOCIATES
DATED 11 -3 -03. EFFECTIVE FLOOD PLAIN ELEVATIONS AT THE
SITE BY FEMA'S FLOOD INSURANCE STUDY ARE LOWER THAN THE
FLOOD PLAIN ASSESSMENT.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING
SOIL FOR THE SITE IS 26 - CHEHALIS SILTY CLAY LOAM,
OCCASIONALLY FLOODED. THE HIGH WATER TABLE FOR THIS SOIL IS
> 6 FT.
TIME OF TRAVEL ZONES
THIS SITE IS MOSTLY WITHIN THE I YEAR TIME OF TRAVEL AND
PARTIALLY WITHIN THE 5 YEAR TIME OF TRAVEL TO SPORTS WAY.
CONTOUR INTERVAL
I FOOT
BENCHMARK DAT Uhf
CITY OF SPRINGFIELD BENCHMARK #376; BRASS CAP IN THE TOP FACE OF
CURB AT THE NORTHWEST CORNER OF DEADMOND FERRY ST AND
INTERNATIONAL WAY, MIDPOINT OF CURB RETURN. CITY OF SPRINGFIELD
ELEVATION = (437.27 NGVD 1988) CONVERTED TO NGVD 1929 ELEVATION
433.66.
SITE AREA:
1.62 ACRES
ASSESSOR MAP:
MAP: 17- 03- 15 -40, LOT 3600
UTILITY REPRESENTATIVES
ELECTRICITY (SUB)
BRYAN BREWSTER
(541) 744 -3784
TELEPHONE (QWEST)
BILL FOX
(541) 482 -8507
WATER (SUB)
BART MCKEE
(541) 726 -2396
WASTEWATER
MATT STOUDER
(541) 726 -3753
STORMWATER
MATT STOUDER
(541) 726 -3753
FIRE
61LBERT GORDON
(541) 726 -2293
it
330.49
•
j
EXTG 14' PUBLIC
UTILITY EASEMENT
E t 1 j 1-
7' .` ` I Fh90DPLAIN CONTOUR
-- EXTG 17' PUBLIC /
``° - • '`- UTILITY EASEMENT
77 '
EXTG GRAVEL DRIVE TO --
.,BE REMOVED.
EXTG 14 PUBLIC
UTILITY EASEMENT
C14 N_
KIP, N
"427 --- --_.. •• . • • .. •
- EXTG 55 PRIVATE _JD NT —USE ., BLACKBERRY LINE 1
ACCESS, PRIVATE UTILIT"ND ` '
PRIVATE STORMWATER EASEMENT
TOE OF SPOE I 1
Co
` NDERI NG SIDEWALK EASEMENT
RR #2008- 053697, 09124108 I
I \
EXTG 5' PRIVATE EXTG 5' PRIVATE ``- _- '" 42; . f ° '°
UTILITY EASEMENT °° :. ( _ - UTILITY EASEMENT
FCC, 10 P. U. E.
I EX. 10 SETBACK SIDEWALK ® j
WW- B !t S -- .: `. . ; .'!- -- .- ....,,_ ..,./"- '°`° --- wed ___.... ._... . .,.. ".,. ^-b. 1 ` / ..._._ --._ " %I Z{
. 3 {{ v a
328.50 , . .
.41 77 4
2:= , 1 . .'. 4 f
EXISTING TREE TO CURB INLET
TC ELEV 43D.00 1ATE-HIVAT1UIVAL RAY
BE PROTECTED (TYP) 12" FL IN (N) 423.30
12" FL OUT (S) 423.30
J oc,
_ 0
- W WW- r WW WW WW WW-- WW- WW WW WW WW WWI ---- v*f-- WW WW -- ° g I
- _ WW W WW WW - WW WW WW WW WW WW
EXTG SAN MH
RIM 430.51 o 0
8" FL 424.76 EXTG STORM MH
91M29.74
ST 18 " - - ST ST ST
18 L OUT (E) 423.38 ` T —
12" FL IN (S) 423.38
12" FL IN (N) 423.38
_ 0 0
GRAPHIC SCALE W W W W W W W W W W W W W W W W W W W l2 W
20 0 10 20 40 EXTG 60.24' PAVEMENT WIDTH
EXTG 72' RIGHT OF WAY
( IN FEET }
310 5th Street
Springfield, OR 97477
p: 541.746.0637
f: 541.746.0389
www.BranchEngineering.com
Springfield OR I Salem OR
LEGEND
PROPER T Y LINE
EASEMENT LINE
EXIS TING CURB
PROPOSED CURB
'-- --- -~ EXISTING ASPHALT PAVING
PROPOSED EDGE ASPHALT PAVING
PROPOSED PARKING STRIPING
f PROPOSED BLDG
EXISTING FENCING
ST - ST EXISTING STORM WATER PIPE
W-- W EXISTING WATER LINE
WW- EXISTING SANITARY PIPE
- - - WW •- - - PROPOSED WASTEWATER PIPE
F --- F PROPOSED FIRE LINE
- - W -- - PROPOSED WATER LINE
-- SD --° SD - PROPOSED STORM PIPE
GAS GAS EXISTING GAS LINE
OHP - OHP EXISTING OVERHEAD POWER
-- E--- E--- E - - -E -- PROPOSED POWER
EXISTING CATCH BASIN OR AREA DRAIN
® ® PROPOSED CATCH -BASIN
C EXISTING CONCRETE PAVEMENT
C PROPOSED CONCRETE
+ + + ( PROPOSED LANDSCAPING
+ + + (SEE LANDSCAPE PLAN)
EXISTING GRAVEL
EXISTING LIGHT
EXISTING SPOT ELEVATION
EL xxx.xx PROPOSED ELEVATION
l C xxx.xx PROPOSED TOP
OF CURB
AC xxx.xx PROPOSED ASPHALT ELEVATION
fOF CURB
FFE FINISHED FLOOR ELEVATION
TL TAX LOT
EXISTING UTILITY POLE
/ EXISTING WASTEWATER MANHOLE
CSI) EXISTING STORMWATER MANHOLE
EXISTING FIRE HYDRANT
C EXISTING WATER VALVE
[WD PROPOSED WATER METER
EXISTING TREE
EXISTING TREE TO BE REMOVED
J EXISTING ELECTRICAL VAULT
EEC] PROPOSED ELECTRICAL TRANSFORMER
489 --°- EXTG CONTOUR LINE
489 PROPOSED CONTOUR LINE
SIGN
4 2 9 , 5 - — FLOODPLAIN CONTOUR
Cr
OCT q
' 9
PR
' #52996
ON
N
EXPIRES: DECEMBER 31, 2013
d-
U
C C
o 0)
0Is2
w LO
a)
c •0
2
CL w=-
C
CL
Cn
u6
0
,0
E
Co a
yS O
w o
W
> >o
4 0
z
Co
E
Co
0
v
N
0
0
e
0
U
Cl)
Z
CL
75
C\I
W
m
-F-
o
ti
r rrre
~
m
N
0
oCq :: -
M
CY)
Q
m
o
Lo
Q?
a IL
C
r0
0
CO
0
o
L.
0
0
NT
AMA
,
>
M M
C
0
2
coo
._
W
3
a
v
W
V
,0
E
Co a
yS O
w o
W
> >o
4 0
z
Co
of I pas
0-
Co
N
L
V_
Z
75
C\I
ti
~
m
Q
m
o
D
U
C
tl
of I pas
END PAVEMENT
IMPROVEMENTS SOUTH
OF SANITARY LATERAL.
EXTG WASTEWATER
SERVICE TO
NORTHERN LOT
6" SAN WW-
Im
•
sm
to /IA!
12
wi
N — W— W— W—
1.
310 5th Street
Springfield, OR 97477
p: 541.746.0637
f: 541.746.0389
www. Bran c h Engine ering.com
Springfield OR I Salem OR
20 15 330.49
+ + 4, + 'F + t 'F + + -F 4- + .. . . . . . . . . . . . . . . . . . . . . . . . + + + " " . . . . . . . . . + 1 -1 + I + I . IF . + + + + 4 + 4 4- + a . r j ncw .- "!' + ' { -^ }F `
- { R° + + . . . . . . . . . . + + + + + + + . . . . . . . + + + + + + + • + + - # + + + + + + +
+ 4- + + + + + + + + + . . . . . . . . . . . +
a E E
I i
+0 + + + +
+ + + + +
+ + + 4 + + + + + + . . . . . . IF . . . . . . . . . . . . . . . . . . . . + + + + + + . . . . . . . . . . • . . . . . . . . + + + + + + . . . . . . . . . • + +
. . . . . . . . ... + + +
4- + + + +
+ + + + + + + + + + 4. 4, + 4 + + 4- + 4. + , 4-
+ + + + + + + + + + + +
+ + + + + +
. . . . . . . . . . + + + IF -F + + + + + + +
+ + + + +
J+
+ . . . . . . + 11+++-Fl + + +
4 + + + + . . . . . . . . . + + -1 + + + +
+ + + 1+
4 --- + +
"
+
'4 +
U) + 4, + t + + + + . . . . . . + + + + + + + + . . . . . .
, + +1 + + + + -F + + + jam
+ + + + + k4 4,1+ "Y NOTES
*++
..........
+
+ + + + PROPOSED WATER CONNECTION POINT TO EXISTING STUB.
. . . . . . .. Ass . . .
w, l
+ +
+
+ +
+ + + + + + + IF + + +
++ + + + + + + + + + + APPROXIMATE LOCATION OF WATER METER. 1j" WATER SERVICE WITH 1j" WATER
+ + +
+% +% METER.
+ + + + + + + + + +i + + +
+ + + + + +
+ + ++++ + + + + +
+ 4- + + 1++!7++ + . . . . . . . . . 1, + + + + NEW IRRIGATION METER.
+ + + + + + + + + + + `F + + (D
+ +#t
+ +++++ 1-F I I-+-' -+. X-
+ + + + + + + + +
+ ++++ I++[]++ + ++++, FF 431.00 +++ ++ ++++++++j+ + INSTALL 2" DOMESTIC DOUBLE CHECK VALVE ASSEMBLY AND IRRIGATION DOUBLE
1, + + i, " + + "
+ 12 + + + + + + + + + +
+ + + + + + + + + + + + + + CHECK VALVE ASSEMBLY IN ABOVE GROUND ENCLOSURE MEETING SUB
... q- (D
+++ +++" +++ + + +
rli- +
+ + + REQUIREMENTS.
+ + + + + + + + + + + + + +
+ + + + 7 + +: +
++ + + + + + + INSTALL 1" IRRIGATION DOUBLE CHECK VALVE IN ABOVE GROUND ENCLOSURE PER
.. -+,, ++%'%'— 4 1, + ++ + ++++
1F + I + SUB REQUIREMENTS.
+ +++ + J+,",+ + + + + + + +
+ + + +
+ + + +
-f 4- + + + + + + + + + + ++ SERVICE TO IRRIGATION SYSTEM.
+ + + +
+ + + + I + + +
A + + + ++
+ + + 4- + A+
+ + + + + + + + + + + + +
+ i- t
++++ +4 + + ++ . . . . . . . WATER CONNECTION POINT TO BUILDING.
+ +
% + + + + + + + + +-4- ++ - + + + +-+ + + +
+
+ + + + +' + + + + + + + + + + + + +
+
7 4- + + + + + + + + + 4- 4 + + + + + + + + + + + + + + + + DOUBLE CHECK FIRE—SUPPRESION VALVE IN ABOVE GRADE VAULT PER SUB
+ + + + + + + + +4
+
+ + + + + . . . . . . + + + + + + 1+
+ +
+ + + + ++ + + + + . . . . . . . . G) SPECIFICATIONS. SIZE TO BE DETERMINED BY FIRE SUPPRESSION CONTRACTOR.
+ +++++ + + + +
+
+ + + + + + +
+ + + + + + I + + + + . . . . . . . . . . . . . . +
+ + +
+ + —+ + + + + + + + + . . . . . . . . . . + + + +
+ + + + % 11 + + + + + + 4- + U) + + +
+ +" ++ + + + + + + I V
IF +++ + + + + + + + J% + + +'+ 4 . . . . . . . . . . . . + + + + + 7 •+ 70 +
+
+ 1 -1
1+
+ + + + + + A +
+ + +
+ 41 . . . . . . . . 1+ + + + ASTEWATER STUB.
+ +1 + ++++4-+'+++t+ A + + + +
J, (D CONNECT TO EXISTING W
+
+ + 15 + + + + + + D7 + + + + 4 t + ++ + + + + +++ ++ +
+++ + + + + +
+ + + + -F + + + + . . . . . . . . . .
-F:-, 1+++++41r+
+ + + + + + +
+ + +
+ + + + + +++++ + + + -17 + + + ++ $ g + NEW 4" WASTEWATER PIPE.
+
+ + + —+ + + + + + + + + + + + + + 4+1,3-
r-1 CD
4- + + + + + + + + + + + + +1 + + + j. + • + ++ 4 +t ' ++4,+ + + + J+ + + 4^ % + +
+i 1+++++4-++++++++4, + + + + + + 4, +
. . . . . . . . . . . . . . . . +++ 4e
+ ++ + + + + + + + + + +
+ + + +++ + + + + + +
+ 4- 4 . . . +*+ + + + + + + +
'to) - -1 + +
+ + + + + + + ........ + +++ -+++++++-F++ + + + + ODOT TYPE D CATCH BASIN.
+ + + + + + 14 +
-7
+ JI + + + +
+ + + + + + . . .
+ 4 + + +
+ + + + +
+ + + + + + + + + + +
1- - 1 F + 'i. t - . + + DOUBLE CHAMBER CATCH BASIN WITH FOSSIL FILTER.
+ + + cf) + + + + + . . . . . ....
+ + + + J + . . . . . . . + + + + + + + +++ +++'
+ + +
+ + + + +
+ + + + + + + + +
+ + + + + . . . . . . . . . . . . . . + + + + +
+ + -F +l , +0 -F + + + + + + + + + 4 + + + + + A +
+ + + + +
+ + + + 4 + + + NEW STORM CLE4NOUT
4. + +
+ + + + + . . . . . . . . . . . + + ft . . . . . .
+ + + + + + + 4 + + +1 + + + CURB CUT SPILLWAY.
+ +
. . . . . . . . . . . " "
+ ]+ CD
+++ + + + + 10 A+
+ + + + + + CA +
22 +
+ + + + + + +
+ + + 6" STORMWATER PIPE.
IF F 'F + +
+ + 4 1- + + +J+4+ + + + CD
-+ F++++ + --
+ + + -Fli + ++ ++ + 14 15 13 +1++'1'+++1'1 1+
+ + + + + + + + a + + + I++
+ +
+ LL-1 + +
+ + + + 1- a 13 15 —11 1+'F+++++ 8" STORMWATER PIPE
+ + + t 4 J I, + + 12 — +
+ + + + +
+ + + + +
+ +++ -F + + + + + + + +
4, + + + + + + + + + + SD-- —SD—SD + + RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF PORTLAND
+ + ". + r
+ + + + + " + F IF F +I J+ CD STORMWATER MANAGEMENT MANUAL SPECIFICATIONS. SEE CROSS SECTION ON
+ + + + , - + I+ + + + +
w so- . . . " SHEET CJ, AND LANDSCAPE PLAN FOR PLANTING DESIGN.
+ + pl!- +
. . . . . . SD—SD SO;
+ + + + + +
-SD SD so +1
+ + + + +
+ + + + + + + + +++ +'F+"+`F+1'+ + . ... . . . . . . . ... .. +++ + +++ +++++ + 4% A% + _ ,
+ + + 4. ' 4- + 4- + 4, 4- + 4 + NOT USED
+ + + + + + + + + + + + + + + + + + + +J+4,+++4+ +
+ + + + + + + + + +1 + CD
• + + + +
+ +
4- + + .1 + + + + + 4 . . . . . . . . . . . . . . . . . + + + . . . . . . + + + +
+ + + + + + -Z + + 4 + + 4 . . . . + + + + + + . . . . . . . . . . . . . . . . . . . . . . +1+ + + + + +
+ + + + 16 ... . . . . .
+ + + + + + + . . . . . . + + + + + + + + + . . . . . . A 1 4, 4 + + +. + +4 4, + TRANSFORMER AND POLE DIP OFF UTILITY POLE.
+ + + + + + + + + + + + + + + + + 4- + + t'
i, +
. . . . . . . . . . +
+ + 4 + + . . . . . .
+ + + • 4' + 4 + 4- + 1, 4 + 41 IF I . . . . . . . . . . . . I . . . . . . IF . I + + pli- i- + + +
-t t++++ + + + +1 .. . . . . . . . . + + + + + + + + + + + + + + + 4 . . . . . . . . . . . . . + + + + + + + + + + 4 + + + 41 + + + + +
+ F + + + -1. . . .
+ + . . . . . . . + + + .. . . . . . . + + + + +
+1, + Jd + IF . . . . . . . . . + + + + +
+ + + + + SECONDARY ELECTRICAL UTILITY BOX.
+ + + + + + + + + + + +
+
+ + + + + + + + + +I+
4- 4 4- + + + 4, 4- 4- 4- 7 -F 4- 4 + 4, + 4, 4, + 4. + 4 4, +
+ + +
+ 8 + + + + 4- t + + +' t 'F
+
+ + IF 4 + F . OF . . 4 1- + + 4 4
+ 4 + + + + 4- -L F + 4 + + +
+ 4 + +
+ + IF + + + it' +1 + + + +
4 + IF + + • + + . . . . . . + + + + +
+++++- A +
+ +
+
q 4, + 14- + +
+ +'+ + + + + +', + +
+ + + + +
+ + + + COORDINATE RELOCATION OF JUNCTION BOX WITH UTILITY PROVIDER.
+ + 6 3 5 + + + + + . . . . . . . IF . . .. + + + + + + + + + + +*+ +++++++"'-, .... . . . . . . . . . . ... . +
+ + + + + +
+ + +++
+ + + + + 1, + + ++++
+ mv., j
+ + + . . . . . . . . . . . . . . . . . 21
+ + + 4 Tr -f . . . . . . .
' + + +Stl,+ +S().+ + + + + + L-F + + + +
+ + . . . sb, + + + +SD + + -F, + + . . . . . . . . . . . . . . + + + + + + + + +
. . . . . . 11 + + +++++ +++ + + + + 4 . . . . . . . . IF . . . . +++++++++++"+' NEW FIRE LINE TO BUILDING.
4- + + + + + 4
+ + + + +
+
+ (2D
A-
+
+ +
+ +1d
+ +i 7+1
ap
-- DD--, 1+
+,+
+
% A
tA
W.
NEW WASTEWATER CLE4NOUT
<4 r '328.5&
R
o 'd
Fj WASTEWATER CONNECTION TO BUILDING.
V4
INVESAA
Mk
%4" '4,
0
PR °' /- 0
#52996
OREGON --I'
'
4 y
'90RY
LANE
EXPIRES: DECEMBER 31, 2013
•
•
a
cJ 0
E
LM
CD a
0
> 0
CD
0
z
co
I.
0
C)
-6
0
0
-c
(1)
c
0
F. 1
N
U-)
0- u-
C)
wo
0
cu (M
22
co 0
0r
W
C%4
cv)
'— W
c:
co 0.)
c: c
0 0
0 M sp
.5 c
S-0
U) a)
142-
2 (D
0-
2 co
-j
it]
0
-j I
0
4)
0
U)
4)
0
0
4)
M
(L
16
-
CURB INLET
TC ELEV 430.00
INTERN A TIT 0 NA L WA
Z
12" FL IN (N) 423.30
.[
FL =425.40 9 23
c:) c\1
12" FL OUT (S) 423.30
c1q
cf)
-0
ww— ww—+77
ww- ww—
ww— ww— ww—
WWI ---- w NW- WW-
WWI WW- \AW-
W- WW- WW W vv vv w- ww
EXTG SAN MH--"-"
0
RIM 430.51
0
o
8 FL 424.76
EXTG STORM MH
0
a)
a)
4
a)
o
RIM 429.74
18- FL OUT (E) 42J.J8
ST —18 ST ST ST
Q0
12 FL IN (S) 423.38
12 FL IN (N) 423.38
+6+
1
0 —
W — w—
w— w— w— w—
w— w— w—
w—W— W— W0 — W— W-12" w
INVESAA
Mk
%4" '4,
0
PR °' /- 0
#52996
OREGON --I'
'
4 y
'90RY
LANE
EXPIRES: DECEMBER 31, 2013
•
•
a
cJ 0
E
LM
CD a
0
> 0
CD
0
z
co
I.
0
C)
-6
0
0
-c
(1)
c
0
F. 1
N
U-)
0- u-
C)
wo
0
cu (M
22
co 0
0r
W
C%4
cv)
'— W
c:
co 0.)
c: c
0 0
0 M sp
.5 c
S-0
U) a)
142-
2 (D
0-
2 co
-j
it]
0
-j I
0
4)
0
U)
4)
0
0
4)
M
3 0-f -7 par
(L
-
Z
c:) c\1
c1q
co
0
0
o
0
a)
a)
4
a)
o
3 0-f -7 par
T0429.59
TC-429.51
AC--429.06
TC:429. 2
AC:428.92
C%j
26
-,-427
C\j
0)
Q-
(Z) Lu
cr_
-_j
14' PJ13 UTIL
EASEMENT
5'
27, 10'-
7, El -
-13-1
DETACHED-7
SIDEWALK
LANDSCAPE AREA
22.2**
15' TYP
—2%
CONC CURB
55' PRIVATE JOINT-USE
ACCESS, PRIVATE UTILITY AND
PRIVATE STORMWATER EASEMENT
15' TYP 10'
27., 's/ not
ASPHALT ACCESS DRIVE
TYPICAL SECTION
A-A
ACCESS ROAD
Not to Scale
0 0
5'
2' MINIMUM
BASE WIDTH
BASE ELEVATION OF
RAIN GARDEN. 426.90
WITH MAXIMUM 4.1
SIDE SLOPES
SITE PARKING LOT
310 5th Street
Springfield, OR 97477
p: 541.746.0637
f: 541.746.0389
www.BranchEngineering.com
Springfield OR I Salem OR
APPRO)UMATE CUT FILL VOLUMES
APPROX CUT = 30 CU. YDS
APPROX FILL = 6940 CU. YDS
A
D"
IMAL Wt.'
OCT I_ 7 2017
PRO,
C$ sow
#529965
OREGON
A W
EXPIRES: DECEMBER 31, 2013
E
0
0
0
Q-
o
CJ
C) C:) M
Mo CR .qt
C\1 Lo
0 (y)
o
Lo Lo
(L L.L.
Cl)
Lo
0 :
(00
C0 M
C:
0
2 a) C))
0
W
CN 0)
M =
T- W
CO) C
0
> 0
4)
CD
Z
cv
C: C
0 0
To,
co 0
2 75
CD
2
0
-j
•
L
of 7 pads
M
N
m
Z
C)
C\l
C\1
ti
Co
7C3
0
a)
02
0
CL
L
of 7 pads
:?
V)
v
Q
a
L
.0
t1
0
L
40
m
O
N
O
s
c
iJ
NOTE
GUY WIRE
STAKES AS SPECIFIED - E/ENLY SPACED
(2) EACH ORNAMENTAL/CONIFER TREE
(3) EACH SHADE TREE
REMOVE BURLAP FROM TOP 1/3
OF ROOT BALL
MULCH AS SPECIFIED (2" CLEAR AT TRUNK)
CONCRETE YVALK OR CURB
PLANTING 501L
SUB GRADE
COMPACTED TOPSOIL
(BELOYq ROOT BALLS ONLY)
MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING.
TREE FL.ANTIN& AT PARKIN& AREA5
SECTION
5CALE: 1/2" = 1' -0"
I 1 1 i...l I / w i I V t / w... • U w 1 t 1 L-( • .J 1 1 7. -1.-. 1 1 1 i..l.- +-- + + ++ v + + +--+- +
TO MATCH EXISTING TREE TO BE
REMO\/ED
Q- uj i
w
Z
D
TYPICAL 5HRUB PLANTING
SECTION
PLANT SCHEDULE
KEY QTY, I BOTANICAL NAME ICOMMON NAME IN. SIZE OMMENTS
TREES
AGRR
-
Acer rubrum 'Red Sunset'
Red 5un5et Maple
2" cal.
Matching, limbed up to approx. 6 ft.
GP
-
Galocedru5 deccuren5
Incense Gedar
10' ht.
Matching, full
GJ
T_
N
Cercidiph Ilum japonica
Kat5ura Tree
1.5" cal.
Sin le stem, E34E3, matching, full
FRAJ
-
Fraxinus americans 'Jungin er'
Autumn Purple Ash
2" cal.
Matching, full, B$B
NY5
-
N 55a s Ivatica
Black Tupelo
2" cal.
Matching, full, 54B
PYGG
-
Ft4ru5 caller ana 'Chanticleer'
Ghanticleer Pear
2" cal.
single stem, BBB, matching, full
PIPW
-
Pinus onderosa 'Willamette Valley'
Ponderosa Pine
6' ht.
Matching, full, B4B
5ES
-
Sequoia sem ervirens
Goa5tal Redwood
6' ht.
Matching, full, 885
TITS
I -
ITilia tomentosa 'Sterling'
15111ver Linden
2" cal.
Matchin , limbed up to approx. 6 ft.
AUG
-
Arbutus unedo 'Gompacta'
Strawberry Tree
5 gal.
matching, full
BE"G
-
Berberi5 thunbergii 'GrimSon gm y'
Dwarf Japanese Barberry
1 gal.
matching, full
005K
T_
N
Gornus sericea'Kel5eyi'
Dwarf Redtwig Dogwood
3 gal.
matching, full
DO
-
Daphne odora
Winter Daphne
3 gal.
matching, full
HSD
-
Hibiscus s riacu5 'Diana'
Rose of Sharon
4' ht.
matching, full
ICG
Illex crenata 'Com acts'
Ja ane5e Holly
5 al.
matchin , full
LAM
-
Lavendula an ustifolia `Munstead'
Dwarf English Lavender
1 gal.
matching, full
MAA
Mahonia auquifolium
Ore on Grape
5 gal.
matching, full
05
-
05manthu5 x burkwoodii
Burkwood 05manthu5
5 gal.
matching, full
PLO
Prunu5 laurocera5u5 Otto ken'
Otto Lu ken En li5h Laurel
5 al.
matching, full
RHHA
-
Rhododendron 'Hallelujah'
Hallelujah Rhododendron
5 galI .
matching, full
RHU
-
Rhododendron 'Unique'
Unique Rhododendron
5 clal.
matching, full
RHV
-
Rhododendron Vulcan'
Vulcan Rhododendron
3' ht.
matching, full
Ski
-
Skimmia japonica
Ja ane5e 5kimmia
5 gal.
matching, full; (6) males, (3) each end
5YA
-
Symphoricarpo5 albu5
5nowber
3' ht.
matching, full
VIP
-
Viburnum davidii
David Viburnum
5 gal.
matching, full
VIT
-
Iviburnum tinu5 'Spring Bouquet' ___spring
Bouquet Viburnum
5 gal
I matching, full
GROUNDCOVERS AND PERENNIALS
AU
24" o.c.
Arc to5ta h los uva -ursi
Kinnikinnick
1 al_
matching, full
GAO
-
Garex obnupta
Slough Sedge
1 al.
SHADE TREES _ '' LAWN
T_
N
fV
1. PLANTINGS AS DESIGNED ARE INTENDED TO MEET SPECIFIC REQUIREMENTS, NO SUBSTITUTIONS OR
SIZE CHANGES PERMITTED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.
2. NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO THE FOLLOWING
INSPECTIONS - SEE SPECIFICATIONS:
- PLANT BED AND LAWN SUB BASE / EXCAVATION
- FINISHED GRADING AT LAWNS AND PLANT BEDS
- PLANT MATERIAL ON -SITE INSPECTION
- PLANT MATERIAL LAYOUT REVIEW
5. COMPLETE IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED. SYSTEM WILL BE OPERATED
AUTOMATICALLY AND PROVIDE COMPLETE COVERAGE FOR ALL REQUIRED PLANTINGS.
6. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. VERIFY ACTUAL QUANTITIES ON
PLAN.
LANDSCAPE GUIDELINES
A. SOIL PREPARATION
LAWN AREAS
1. FINISHED ELEVATION OF SUB -BASE TO BE 8" MINIMUM BELOW FINISHED GRADE.
2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.
3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15- 5 -10 -10 FERTILIZER TO
TOPSOIL AT A RATE OF 20 LBS.
PER 1000 SF. ROTO TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8 -10" MINIMUM.
NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, CRUMBLY
COMPOSITION AND IS NOT
COMPACTED. SUB -BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO
PREVENT COMPACTION
AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL CHARACTERISTICS ARE
UNSATISFACTORY, AN APPROVED
SANDY LOAM SHOULD BE IMPORTED TO THE SITE.
PLANT BEDS
1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE.
2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.
3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND
15-5 -10 -10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO TILL AMENDMENTS
AND TOPSOIL TO A DEPTH OF 8" MINIMUM.
4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS.
5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS.
RAIN GARDENS
1. SEE ENGINEER'S DRAWINGS FOR SOIL MATERIAL AND DEPTH.
2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL
UNLESS SWALE IS LINED WITH MEMBRANE OR CLAY LINER.
3. PLACE SPECIFIED DEPTH OF TOPSOIL OVER TILLED SUBGRADE.
4. ADD 2" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS.
PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM OR DEPTH OF
SOIL, WHICHEVER IS LESS.
5. PROVIDE 1" DEPTH OF 3/8" ROUND NO.4 PEA GRAVEL MULCH OVER ALL SWALES. MULCH TO BE
FREE FROM FINES OR OTHER DELETERIOUS SUBSTANCES.
B. PLANT MATERIAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED.
2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
C. SEEDING
1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER.
2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT.
3. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF.
D. TREE PROTECTION
1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN.
2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.
3. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN.
PLANTING LEGEND
5CAL.E: 1/2" = 1'-0"
&ROUNDCOVER SPACIN& DIAGRAM
PLAN NTS
W fA
i0. F• v a co
Q co
c to m
00 00
_ r r
Z LO
CL LL
°n j a
T
rn
ai
DLO
M N
0 5 10 20 40 80
SCALE: 111=201-011 NORTH
RE
n 7- 0 IZ
c<
P'
#1
t74 David gherty E"
GON
AV-
t
t
s
•
L -J
i •
.2
.0
E
0
Q
O
(V
4i Q
Z
>1
l
0
U
0
O
cL}
u
c
0
0
L
0
p O
OD co
d'
Lti
M (y)
d- d
Ln Ln
CL LL.
O
d'
L0
tv
o
d'
0
O a
mo
s
U-1 v
N U
M 0
.- W
c ON
O c
O
= L'3
M
i 0
N
41 1
c a)
0
0 tT
R!
CL
V)
0
ul
i
a
(A
4)
cr_
a
iV
u)
ADJACENT BUILDING
OR EDGE OF PLANT BED
SHADE TREES _ '' LAWN
T_
N
fV
1
•
N
`
GROUNDCOVER - AU
REMOTE ALL BINDINC75
a
ORNAMENTAL TREES
AND BURLAP FROM
_0
%D
ENTIRE ROOT BALL
(1)
v
at
r'
v
,aD
Ll
U
GROUNDCOVER - VID
MULCH AS SPECIFIED (2"
CLEAR AT TRUNK)
CONIFEROUS TREES
s
GROUNDCOVER - CAO
PLANTING SOIL WITH
b
SPECIFIED FERTILIZER
AND AMENDMENTS
SPECIFIED
SPACING 'V"
+
EXISTING DECIDUOUS TREE
SEASONAL COLOR
COMPACTED TOPSOIL
(BELOYq ROOT BALLS ONLY)
SCARIFIED SUS -GRADE
SPACING "D" ROW "A"
31, O.G. 2.6"
SPACING "D"
1a11 O.G.
ROW "A"
15.6"
..
SHRUBS
® BASALT BOULDERS
6"
O.G. 5.2"
24" O.G.
20.51,
9+'
O.G. /.a"
3011 O.G.
26.0"
12"
O.G. 10.4"
361+ O.G.
30.0"
15"
O.G. 13.0"
4a" O.G.
41.5"
LANDSCAPE P
5CAL.E: 1/2" = 1'-0"
&ROUNDCOVER SPACIN& DIAGRAM
PLAN NTS
W fA
i0. F• v a co
Q co
c to m
00 00
_ r r
Z LO
CL LL
°n j a
T
rn
ai
DLO
M N
0 5 10 20 40 80
SCALE: 111=201-011 NORTH
RE
n 7- 0 IZ
c<
P'
#1
t74 David gherty E"
GON
AV-
t
t
s
•
L -J
i •
.2
.0
E
0
Q
O
(V
4i Q
Z
>1
l
0
U
0
O
cL}
u
c
0
0
L
0
p O
OD co
d'
Lti
M (y)
d- d
Ln Ln
CL LL.
O
d'
L0
tv
o
d'
0
O a
mo
s
U-1 v
N U
M 0
.- W
c ON
O c
O
= L'3
M
i 0
N
41 1
c a)
0
0 tT
R!
CL
V)
0
ul
i
a
(A
4)
oP 7 cioS
cr_
a
iV
u)
T_
N
fV
U
a
m
_0
%D
c
(1)
v
at
r'
v
,aD
Ll
U
oP 7 cioS
138' -4 1/2"
\--LOT
4,
LIBERTY
P ROFFESI ON AL
CENTER
--\
EM X STATION -
EASEMENT
LOT 3, LIBERTY
PROFFESIONAL CENTER
' `iii•' _u
.i
INTERNATIONAL WAY
\1 — — I - -
NORTH
SITE PLAN
11/= 201_011
U
Q
V)
4_j
^V
rW
l
U
L
O
fl
L
d
.0
O
ul
i
NO/
N
O
N
N
Lejag]:4
A. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE INFORMATION.
B. CONTRACTOR RESPONSIBLE FOR PROTECTING EXISTING SURFACES, UTILITIES,
PLANTING AND OTHER FEATURES TO REMAIN.
C. UNLESS NOTED OTHERWISE, NEW EXTERIOR CONCRETE SIDEWALKS AND FLATWROK TO
BE 4" CONCRETE WITH #4 REINFORCING AT 18" ON CENTER EACH WAY, OVER A
MINIMUM OF 6" COMPACTED CRUSHED ROCK BASE AND GEOTEXTILE FABRIC..
D. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR
TO STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR
RELATED FACILITIES.
E. ALL ACCESSIBLE COMPONENTS INCLUDING BUT NOT LIMITED TO SIGNS, RAMPS,
TACTILE WARNING MARKINGS, ETC. SHALL CONFORM TO ALL OREGON STATE
STANDARDS FOR PARKING AND ACCESS FOR DISABLED.
F. PROPOSED ACCESS WAY APRONS AND DRIVE AISLES TO SUPPORT AN 80,000
POUND IMPOSED LOAD PER SPRINGFIELD FIRE CODE.
G. VEGETATED SWALE AREAS SHALL BE PROTECTED FROM COMPACTION DURING
CONSTRUCTION OR RETURNED TO PREDEVELOPMENT CONDITION AFTER CONSTRUCTION
IS COMPLETE TO MAINTAIN INFILTRATION RATES. ANY EXISTING COMPACTIONS
WITHIN THESE AREAS WILL BE REMOVED 'TO PROMOTE FULLY FUNCTIONING
INFILTRATION FACILITIES.
KEYED SITE PLAN Nuo"TES 0___7
1 (2) HOOP STYLE BICYCLE RACKS, PROVIDING (4) BICYCLE PARKING SPACES (2'x6' EACH).
2 CURB RAMP WITH 1:12 SLOPE.
3 MECHANICAL UNITS ON CONCRETE PAD.
4 6' HIGH FENCE AROUND ROU D MECHANICAL UNITS.
5 "VAN ACCESSIBLE" PARKING SIGN.
6 CONCRETE WHEELSTOP, TYPICAL.
7 FLAGPOLE.
8 RAISED SEAT WALL /RETAINING WALL; 2' MAXIMUM HEIGHT FROM GRADE OF PATIO.
9 WALKING PATH.
10 CMU RETAINING WALL; 2' MAXIMUM HEIGHT FROM GRADE OF EXISTING SIDEWALK.
11 RAISED SIDEWALK.
12 POLE MOUNTED LIGHT FIXTURE WITH FULL. CUT -OFF; 24' -0" MAXIMUM HEIGHT; TYPICAL OF
(9)•
13 CMU RETAINING WALL; 3' MAXIMUM HEIGHT FROM GRADE.
PRE-SUBM'7 i"i L R
OCT 17
s
i
•
i
r
IN I
•s
•0
•O
• V
E
n
rte' 0
0
-1-i Z
mj
Ttnn
Idik
N
U
N
u
O
y
70
O
O
L
Q
Ln
c
O
N
L
Q
O
1_
ti
O 0
oq M
d'
M ty)
Ln Ln
a U.
0
Iq
a
V) 0q
tarn
: c
-0 O
co r
O n,
L— L
000
-4-j
V)
M c
w a)
N U
M =3
T- W
ati
(a ON
c c
0 o
L. O
°o a
ry c
U)
40
V
0
(A
4
t1
4
(A
4t
Y+
N
T_
O
N
F-
u
0
4a
V
tU N
4 O
ra L
0 a_
(p of 7 pages
V)
t;
a)
U
0
(A
cr.
0
N
I
loN
IQ •
FIBER—CEMENT
SOUTH ELEVATION
1/1611 = 11-011
SENT
tflIJINU, I TH
LA
(f)
o
0
F-
0 000
o0o
0
OFFICE-
NC
dONFERES
1-1 1 OFFICE OFFICE
LLJ
FERENC
w W
0 uj
0 F-
0
LL. uj
(A
N
it'?
uu-
I
V)
4
0
U
151' 8"±
T
00
u
0
No
c
13
13
4—J
o
u
C.L
NORTH
GROUND FLOOR PLAN
(10,338 SF)
A2 1J1611 _ 11.011
Q
N
0
cq M
Iq
cm ui
O
r WEST ELEVATION
Ln m
0.U.
E
1/1611 11-011
Lm
0
I--- - - - - --
Ln
a)
0
0
STORAGE
Vo&
0',
cc
Pm
Lm
_0 0
ICON
E
E
jL Ld
ru u
0 C)
_V,
R.R.
C
000
0
4--J
V)
W
UJ
U)
0
7-
C)
cem
(\I
(Y)
r- LLJ
#011111
k,,, SECOND FLOOR PLAN (2,493 SF)
1/1611 = it-Off
asiolaumaz-1
6 a
NORTH ELEVATION
1/1611 = 11-011
EAST ELEVATION
1/16" = 11-011
OCT
1 1, 7 20Q
O
2
V) 0 0
*0
*1111111 U) u
E m
0
>
4) %b. 0
cr. w
4) 0
Z
U)
` of 7 pages
(f)
Z
0
F-
Z
LLJ
CL 0
w W
0 uj
0 F-
.j x
LL. uj
(A
N
it'?
O
c\l
04
U
00
_0
0
No
c
u
u
a)
o
u
C.L
` of 7 pages