HomeMy WebLinkAboutPlan, Final APPLICANT 1/18/2022< EXISTING WATER LINE`°
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- ----- - LOT 8 STORM TIE-IN
---- _ 12" FL = 476.30 I^
I I (SEE NOTE 11)
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I EX. 6' CF AIN HAMMER INDUSTRIAL PARK I I I
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W I MAP #17-02-30 44 II / �.� 1
FINAL SITE REVIEW
40th Street Mini Warehouse
S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.M.M.
TAX LOT 4009 300
caQitir_riri n i nrir (`(111AITY nR17rnti
FRANCHISE UTILITY PROVIDERS:
ELECTRIC: SUB
WATER:
TELEPHONE:
CABLE:
C ENTU RYLI N K
C 0 M CAST
NATURAL GAS: I NW NATURAL GAS
I I I I • APPLICANT / OWNER
I I I OAKWAY GOLF INC & LULU, L.L.C.
L 4200I
I � P.U.E. I :•: 1 BOXHAMMER
I I
I f - LOT 8 SANITARY TIE-IN III EUGENE, OR. 97402
-- - sv0 _ 6" FL = 468.66 I
�^ I PHONE. (541) 683-1166
.I "1 I I (SEE NOTE 11) EXIS ING HY fN.T
I PROJECT ENGINEER
A&O ENGINEERING LLC
®� 380 Q STREET, STE 200
__
�, � I �..__�._ �.MT_._ �...�.Mx_ •. �� -I- SSPRINGFIELD, OREGON 97477
' I I STR ET L GHT PHONE: (541) 302-9790
IL, 4-300
I I I ARCHITECT
LPDR1I RODD HANSEN ARCHITECT, LLC
I .
I I € I 1551 OAK ST.
EUGENE, OREGON 97401
f
PHONE: (541) 687-7800
l
' II vtI 111
LOT 7 I ,
VICINITY MAP
NTS
SHEET INDEX:
C-1.0 SITE ASSESSMENT PLAN
C-2.0 SITE DEVELOPMENT PLAN
C-3.0 SITE GRADING &PAVING PLAN NORTH
C-3.1 SITE GRADING &PAVING PLAN SOUTH �
C-4.0 DRAINAGE PLAN
C-5.0 UTILITY PLAN
C-6.0 CIVIL DETAILS
C-6.1 CIVIL DETAILS
C-6.2 STORM DETAILS
LA -1.0 SITE PLANTING PLAN
A3.1 BUILDING 1 FLOOR PLAN
A6.1 BUILDING 1 EXTERIOR ELEVATIONS
A6.2 BUILDING 1 EXTERIOR ELEVATIONS
A3.1 BUILDING 2 FLOOR PLAN
A6.1 BUILDING 2 EXTERIOR ELEVATIONS
A3.1 BUILDING 3 FLOOR PLAN
A6.1 BUILDING 3 EXTERIOR ELEVATIONS
A6.2 BUILDING 3 EXTERIOR ELEVATIONS
A3.1 BUILDING 4 FLOOR PLAN
A6.1 BUILDING 4 EXTERIOR ELEVATIONS
SCALE 1 =
LEGEND
--•--•--•-
EXISTING CATCH BASIN
EXISTING
BOUNDARY
CID
EXISTING STREET LIGHT
ADJACENT PROPERTIES
EXISTING UNDERGROUND ELECTRIC
[�
EXISTING
CURB LINE
EXISTING TELEPHONE PEDESTAL
x
EXISTING
FENCE
8"W
U
EXISTING
WATER MAIN
PROPOSED WATER METER
k�
EXISTING
WATER METER
cd
PROPOSED WASTEWATER MANHOLE
EXISTING
WATER VALVE
PROPOSED STORM LINE
EXISTING
FIRE HYDRANT
__.._.8"WW
CO
EXISTING
WASTEWATER SYSTEM
PROPOSED CURB INLET
U
EXISTING
CLEANOUT
ST 24"SD -
o
EXISTING
STORM DRAINAGE SYSTEM
I III o wL PARK I NOTES:
HAMMER INDUSTRIA
I I LOT 7 SANITARY TIE-IN
a� I 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN
1 TL 300 6 FL = 4T�.34
qa1- -1vtAP #17-02-30 44 (SEE NOTE 11) AN AREA DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN.
. 4401_ I
I
.;. III -2. PROPERTY. IS ZONED HEAVY I . ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY
INDUSTRIAL ( HI )
I
I INDUSTRIAL (HI) EXCEPT THE WESTERN PROPERTY BOUNDARY WHICH BORDERS A LOW DENSITY R
LDR
I I � ••
Ex GHT ESIDENTIAL ZONE.
LOT 7 STORM TIE -1N F.,
12" FL = 475.85
3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN.
`�
(SEE NOTE 11)
. :'
4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2
SHARED ASPHALT ENTRANCE
' �!E T THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION =
r I( I I 10.00 DELTA OF THE CURB RETURN A
5 YEAR TIME OF
I TRAVEL ZONE PER P.U.E. 482.22. NVGD 1988 DATUM.
- -�-- WELLHEAD PROTECTION
r d•
! AREA MAP ; • -f °�.
_ .� _..� _ _.:.... . •.. r : THEN ST TD FACILITY IS LOCATED AT 42ND AND MAIN.
� .. ....� ... _..._.. .._.___.....V . � 5 EARS L
I; Al dl.d• A.
�' "'` .;,�'"•` • c I 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE.
cu
€L 0 f �- EX. 6 CHAIN .. � _.wjj-, ! • ( 7. FIRE HYDRANTS ARE LOCATED AS SHOWN.
' v LINK FENCE 4
I LOT ... �, 11
X z �x E STRE L! HT 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR.
,� I v�o� Hf w z =,
62.001
LD I U R/W
,43 4) M � o €? m
- - OF
ss W z , • 9. THE PROPOSED LOT IS LOCATED INSIDE THE 2 5 YEAR TIME OF TRAVEL ZONE AND 5 10 YEAR TIME
I I ,�.I
#7 0 0 4. QZW 1
o o 1 TRAVEL ZONE FOR DRINKING WATER PROTECTION.
ARAMARK40. 0
I I PROAW Y ) 10. EXISTING STREET LIGHTS ON THESE STREETS ARE CITY OF SPRINGFIELD DECORATIVE STREET LIGHTS.
I EXISTING HYDRANT <
BUILDING I
_ 0I
1 €
1 = I • [ 11. EXISTING ELEVATIONS TAKEN FROM AS -BUILT DATA. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY
10 ELEVATIONS PRIOR TO CONSTRUCTION OR ORDERING MATERIALS.
SITE REVIEW PLAN SET ?I
®NOT FOR CONSTRUCTION®
PAVED AREA
. SIDEWALK
- 41 PLANTER STRIP
lll 41
EXISTING ENTRANCE ACCESS
EASEMENT
EXISTING CATCH BASIN
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CID
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EXISTING GAS VALVE
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PROPOSED WATER METER
k�
PROPOSED WASTEWATER LINE
8"WW
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PROPOSED WASTEWATER MANHOLE
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PROPOSED WASTEWATER CLEANOUT
PROPOSED STORM LINE
12"ST
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PROPOSED STORM MANHOLE
CO
PROPOSED STORM CLEANOUT
13
PROPOSED CURB INLET
PAVED AREA
. SIDEWALK
- 41 PLANTER STRIP
lll 41
EXISTING ENTRANCE ACCESS
EASEMENT
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A
3 FT PEDESTRIAN ACCESS
I -DR 44 •GATE CHAIN LINK
PROPOSED STORMWATER
PLANTER
24! WIDE SLIDING GATE
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.0- CHAINLINK FENCE
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CHAIN LINK
14000 WON FENCE GATE V-)
SHORT TERM BIKE PARKING c) wvvvvv N-1
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7 C)
A ZLI
jjj 11.40 GROSS FLOOR AREA: A
10,038 SQ.FT.
> ROOF AREA: TRASH ENCLOSURE PER
I
11,634 SQ.FT. ARCHITECTURAL PLANS. 45.00 BLDG #4
GROSS FLOOR AREA:3' MANGATE FOR
FIRE ACCESS WITH
FrE: 482.00' 4,635 SQ.FT.
11.30
xi l ROOF AREA: FIRE DEPARTMENT LOCK
Al
4
TL200 V, I 6,099 SQ.FT-
4
4
J 3 FFE: 482.00'
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41
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GROSS -FLOOR AREA: 1 11
77
TRASH ENCLOSURE PE
9,269 SQ.FT.
-4
> . I
ROOF AREA: ARCHITECTURAL PLANS.
BLDG #1
10,731 SQ.FT.
10.83 A GROSS FLOOR AREA:
46.60'
FFE's 482.00' 10,240 SQ -FT. k.
:4
ROOF AREA: 11.50
TI 4411 0 1 11,964 SQ.FT-
FFE 481.80'
ADA PARKING SIGN. f- Im -
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SEE SHEET C-5.0. M LINK
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8
R/W
LI` DI R Ti 200
-02-30
MAP #17 1 4-4 z:
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ARA�IARI�
BUILDING < 3 � •
SITE REVIEW PLAN SET
-NOT FOR CONSTRUCTION
SCALE I "30'
30'0
30'60
LEGEND
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95,
C-4
SITE DATA:
En
ADJACENT PROPERTIES
z
cd
01
EXISTING CURB LINE
<= 4g
0
en
•V.I
LANDSCAPE AREA = 13,916 SQ. Fr. (12%)
x —
x
EXISTING FENCE
IMPERVIOUS NON—ROOF AREA = 62,397 SQ. FT. (53%) NOTES:8
low
C
EXISTING WATER MAIN
ROOF AREA = 40,428 SQ. FT. (35%) 1. SEE ARCHITECTURAL PLANS FOR LONG TERM
GROSS FLOOR AREA 34,182 SQ. FT.
0
EXISTING WATER METER
REQUIRED PARKING: BICYCLE PARKING LOCATION.
i0o
SCALE I "30'
6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
SITE REVIEW PLAN SET
-NOT FOR CONSTRUCTION
PAVED AREA
SIDEWALK
\11Nt, NV * NV 'IV 1& 11 PLANTER STRIP
EXISTING ENTRANCE
EASEMENT
• EXISTING STREET TREE
30'0
30'60
LEGEND
EXISTING BOUNDARY
SITE DATA:
ADJACENT PROPERTIES
TOTAL SITE AREA 116,741 SQ. FT. (2.68 AC)
EXISTING CURB LINE
TOTAL IMPERVIOUS AREA = 102,825 SQ. FT. (2.36 AC)
LANDSCAPE AREA = 13,916 SQ. Fr. (12%)
x —
x
EXISTING FENCE
IMPERVIOUS NON—ROOF AREA = 62,397 SQ. FT. (53%) NOTES:8
low
EXISTING WATER MAIN
ROOF AREA = 40,428 SQ. FT. (35%) 1. SEE ARCHITECTURAL PLANS FOR LONG TERM
GROSS FLOOR AREA 34,182 SQ. FT.
0
EXISTING WATER METER
REQUIRED PARKING: BICYCLE PARKING LOCATION.
m
TOTAL REQUIRED = 35 (1 PER 1000 S.F.) 2. SEE ARCHITECTURAL PLANS FOR ROOF OVERHANG
V)
C14
EXISTING WATER VALVE
TOTAL PROVIDED = 53 SPACES WIDTHS.
HANDICAP SPACES REQUIRED = 3 3. THE NEAREST LTD TRANSIT LOCATION IS AT 42ND
[W]
EXISTING FIRE HYDRANT
HANDICAP SPACES PROVIDED = 3 AND MAIN STREET.
4. 3FT ACCESS GATE ADJACENT FROM FIRE HYDRANT
Atm�—b"WW
k)�?
—
EXISTING WASTEWATER SYSTEM
BICYCLE PARKING REQUIRED= 12 (1 PER 3,000 S.F.) INSTALL FIRE DEPARTMENT LOCK
LONG TERM= 9 SPACE (LOCATED INSIDE BUILDING) 5. SHORT TERM BIKE PARKING DETAIL SEE SHEET
EXISTING CLEANOUT
SHORT TERM= 3 SPACES C-5.0. SPACE REQUIREMENT IS MET.
6. WALL PACK LOCATIONS HAVE BEEN ADDED.
/1-111
(S�24"SD
_..W..EXISTING
STORM DRAINAGE SYSTEM
CUT = 4,760 C.Y. 7. A 3 FT PEDESTRIAN MAIN GATE IS LOCATED AT
Q
z
FILL = 7,006 C.Y. THE KATHRYN AVENUE PEDESTRIAN ACCESS POINT.
EXISTING CATCH BASIN
EXISTING CURB INLET
WELLHEAD PROTECTION CONSTRUCTION NOTES:
EXISTING STREET LIGHT
1. THE DEVELOPMENT FALLS IN THE 5 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO
m
PROPOSED STREET LIGHT
DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD
DEVELOPMENT CODE SECTION 3.3-200.
_UGE—
EXISTING UNDERGROUND ELECTRIC
2. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE
REQUIRED TO PROVIDE THE OWNERS ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS
EXISTING TRANSFORMER
PROPOSED FOR USE ON—SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE
MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE
OC75
EXISTING TELEPHONE PEDESTAL
(I.E., WHETHER OR NOT THE PRODUCT CONTAINS DENSE NON—AQUEOUS PHASE LIQUIDS OR
0
DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION
—PHN—
>
EXISTING TELEPHONE LINE
COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR
—2"G
EXISTING GAS MAIN
DNAPLS.
W
3. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN—UP
EXISTING GAS VALVE
MATERIALS DISPOSED OFF—SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ
PROPOSED WATER METER
REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER
CONTAMINATION.
8
PROPOSED WASTEWATER LINE
4. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE
PROPOSED WASTEWATER MANHOLE
RESPONSIBLE FOR,THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS
AND FERTILIZERS, AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF
PROPOSED WASTEWATER CLEANOUT
CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING
MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM.
12 JIST_
PROPOSED STORM LINE
ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT.
5. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT
PROPOSED STORM MANHOLE
FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A
(D
PROPOSED STORM CLEANOUT
DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE
PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO
THE CNI OR 4ZTnPH WATER DRAINAGE SYSTEM
0
PROPOSED CURB INLET
6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
SITE REVIEW PLAN SET
-NOT FOR CONSTRUCTION
PAVED AREA
SIDEWALK
\11Nt, NV * NV 'IV 1& 11 PLANTER STRIP
EXISTING ENTRANCE
EASEMENT
• EXISTING STREET TREE
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ASPHALT CONCRETE
CONC
CONCRETE
CB
CATCH BASIN
S
SLOPE
TC
TOP OF CURB
O
EXISTING WATER METER
H
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
.------8"WW
64.
1�
EXISTING CLEANOUT
ST 24"SD - --
EXISTING STORM DRAINAGE SYSTEM
EXISTING CATCH BASIN
biD
EXISTING CURB INLET
EXISTING STREET LIGHT
�UGE------
EXISTING UNDERGROUND ELECTRIC
EXISTING TRANSFORMER
EXISTING TELEPHONE PEDESTAL
PHN
EXISTING TELEPHONE LINE
--- 2"G
EXISTING GAS MAIN
EXISTING GAS VALVE
®
PROPOSED WATER METER
PROPOSED WASTEWATER LINE
8"WW
# PAVING NOTES.-
2.
OTES:2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-6.0.
5. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-6.0.
15. CONST 4" AC OVER 12" 3/4"-0" CRUSHED ROCK PER DETAIL.
REFER TO SHEET C-6.0.
41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK.
42. CONST 6" REINFORCED CONCRETE OVER 4" CRUSHED ROCK.
3500 PSI CONCRETE WITH #4 REBARS @ 12" O.C. MAXIMUM
JOINT SPACING TO BE 12 FEET.
90. PAINT LOADING ZONE AREA PER DETAIL. REFER TO SHEET C-6.0
FOR DETAILS.
91. PAINT VAN ACCESSIBLE PARKING SPACE AND AISLE AS PER
DETAIL. REFER TO SHEET C-6.0.
92. PAINT 4" WHITE STRIPING.
101. INSTALL POLE MOUNTED VAN ACCESSIBLE PARKING SIGN.
M x A N 479.93
480.42,
I Po R .481.91'.'.'48b.5 -O' CONC ro CONC
CONC CONC
S=3.40%�
481.98 480.52
CONC i } CONC o
5.00 0 479.95
5.00
481.98
CONC
2/r481.91
C
!n l I) CONC{
I�480.44
CONC
cn - .. 481.91
CONC
ADA RAMP GRADING DETAIL NORTH
N.T.S.
A ' 1 111 a "- W" M
AC
ASPHALT CONCRETE
CONC
CONCRETE
CB
CATCH BASIN
S
SLOPE
TC
TOP OF CURB
GRADE BREAK
FLOW DIRECTION
ADA LANDING
ADA RAMP
LEGEND
--•--•--•—
EXISTING BOUNDARY
ADJACENT PROPERTIES
EXISTING CURB LINE
x
EXISTING FENCE
8"W —
EXISTING WATER MAIN
O
EXISTING WATER METER
H
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
.------8"WW
EXISTING WASTEWATER -SYSTEM
1�
EXISTING CLEANOUT
ST 24"SD - --
EXISTING STORM DRAINAGE SYSTEM
EXISTING CATCH BASIN
biD
EXISTING CURB INLET
EXISTING STREET LIGHT
�UGE------
EXISTING UNDERGROUND ELECTRIC
EXISTING TRANSFORMER
EXISTING TELEPHONE PEDESTAL
PHN
EXISTING TELEPHONE LINE
--- 2"G
EXISTING GAS MAIN
EXISTING GAS VALVE
®
PROPOSED WATER METER
PROPOSED WASTEWATER LINE
8"WW
PROPOSED WASTEWATER MANHOLE
PROPOSED WASTEWATER CLEANOUT
PROPOSED STORM LINE
1211ST
D
PROPOSED STORM MANHOLE
O
PROPOSED STORM CLEANOUT
13
PROPOSED CURB INLET
PAVED AREA
.. : a a:` , a '• ';: ,' SIDEWALK
,t
PLANTER STRIP
4.
EXISTING CONCRETE ENTRANCE
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# PAVING NOTES:
2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-6.0.
5. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C-6.0.
15, CONST 4" AC OVER 12" 3/4"-0" CRUSHED ROCK PER DETAIL.
REFER TO SHEET C-6.0.
41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK.
42. CONST 6" REINFORCED CONCRETE OVER 4" CRUSHED ROCK.
3500 PSI CONCRETE WITH #4 REBARS @ 12" O.C. MAXIMUM
JOINT SPACING TO BE 12 FEET.
91. PAINT VAN ACCESSIBLE PARKING SPACE AND AISLE AS PER
DETAIL. REFER TO SHEET C-6.0.
92. PAINT 4" WHITE STRIPING.
101. INSTALL POLE MOUNTED VAN ACCESSIBLE PARKING SIGN.
i
482.17 TC
481.67 AC'
i I
F
kl
x
482.26 TC # w
481.76 AC I
k
GRADING LEGEND:
AC
ASPHALT CONCRETE
CONC
CONCRETE
CB
CATCH BASIN
S
SLOPE
TC
TOP OF CURB
----------
GRADE BREAK
FLOW DIRECTION
I
ADA LANDING
°°
ADA RAMP
11 200
MAP #17-02-30 44
ADA RAMP GRADING DETAIL SOUTH
N.T.S.
481.48
CONC/AC
TRENCH DRAIN
FL=477.78
O\
o
o6
481.78 CONC
477.78 CONC (DROP)
4
481.48
CONC/AC
I
I
I
1
aA.
- J
u
481.71
EXISTING
481.71
0
foo-�
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FENCE
w
°°
CONC
WATER MAIN
a
19
EXISTING
WATER METER
bA
EXISTING
WATER VALVE
o
EXISTING
m
4
481.71
EXISTING
WASTEWATER SYSTEM
92
bn
EXISTING
CLEANOUT
ST 24"SD
CONC
EXISTING
STORM DRAINAGE SYSTEM
EXISTING
CATCH BASIN
bm
EXISTING
CURB INLET
W
,
z
5.00'
STREET LIGHT
UGE
EXISTING
UNDERGROUND ELECTRIC
481.78
0
TRANSFORMER
bm
11
EXISTING
CONC
14
, -
a
480.34
92
as
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480.41
m
480.28
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CONC
480.29
480.41
a
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o
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481.71 I
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CONC
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N.T.S.
481.48
CONC/AC
TRENCH DRAIN
FL=477.78
O\
o
o6
481.78 CONC
477.78 CONC (DROP)
4
481.48
CONC/AC
I
I
I
I
I
BOUNDARY
- J
u
481.78 CONC
477.78 CONC (DROP)
SAN CB
4 xl_
GRATE=477.64
TRUCK DOCK GRADING DETAIL
N.T.S.
LEGEND
---•--•--•-
H
EXISTING
BOUNDARY
H
ADJACENT PROPERTIES
EXISTING
CURB LINE
0
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EXISTING
FENCE
8"W
--
EXISTING
WATER MAIN
a
19
EXISTING
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bA
EXISTING
WATER VALVE
o
EXISTING
FIRE HYDRANT
W 8"WW
_.......
EXISTING
WASTEWATER SYSTEM
92
bn
EXISTING
CLEANOUT
ST 24"SD
- -
EXISTING
STORM DRAINAGE SYSTEM
EXISTING
CATCH BASIN
bm
EXISTING
CURB INLET
W
,
z
EXISTING
STREET LIGHT
UGE
EXISTING
UNDERGROUND ELECTRIC
EXISTING
TRANSFORMER
bm
v1
EXISTING
TELEPHONE PEDESTAL
- PHN EXISTING TELEPHONE LINE
-- -----2"G - EXISTING GAS MAIN
EXISTING GAS VALVE.
® PROPOSED WATER METER
8"WW PROPOSED WASTEWATER LINE
0 PROPOSED WASTEWATER MANHOLE
Q PROPOSED WASTEWATER CLEANOUT
12 "ST PROPOSED STORM LINE
PROPOSED STORM MANHOLE
0 PROPOSED STORM CLEANOUT
1 PROPOSED CURB INLET
PAVED AREA
:. _�::�•
SIDEWALK
PLANTER STRIP
EXISTING CONCRETE ENTRANCE
0 0 EXISTING STREET TREE
H
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STORM
STRUCTURE
TABLE
36"X36" STORM
ST CB #1
ST CB #5
ST CB #9
PUMP BASIN #1
6" FL=476.19
6" FL=478.56
6" FL=477.35
12" FL IN (S)=475.50
SUMP=474.69
SUMP=477.06
SUMP=475.85
8" FL OUT(N)=476.30
GRATE=480.21
GRATE=480.75
GRATE=480.79
SUMP=473.80
ST 24"SD
EXISTING STORM DRAINAGE SYSTEM
w
GRATE=481.00
ST CB #2
ST CB #6
ST CB #10
EXISTING STREET LIGHT
6" FL -476.76
6" FL -478.19
6" FL -477.74
PUMP BASIN #
SUMP=475.26
SUMP=476.69
SUMP=476.24
12" FL IN (S)=475.50
GRATE=480.71
GRATE=480.80
GRATE=480.59
8" FL OUT(N)=476,30
®
PROPOSED WATER METER
8"WW
SUMP=473.80
ST CB #3
ST CB #7
ST CB #11
GRATE=481.00
6" FL=477.39
6" FL=478.05
6" FL=477.84
PROPOSED STORM MANHOLE
SUMP=475.89
SUMP=476.55
SUMP=476.34
SAN CB #1
GRATE=480.86
GRATE=480.65
GRATE=480.78
6" FL=476.23
SUMP=474.73
ST CB #4
ST CB #8
GRATE=477.23
6" FL=477.26
6" FL=477.72
SUMP=475.76
SUMP=476.22
GRATE=480.83
GRATE=481.03
(D ST CONSTRUCTION NOTES
409. CONNECT TO EXISTING STUB. SEE GENERAL NOTE 1.
412. CONST SAND COLLECTOR CATCH BASIN W/FLOGARD FILTER AS
PER DETAIL. REFER TO SHEET C-6.2.
444. CONST STORMWATER PLANTER AS PER DETAIL. REFER
TO SHEET C-6.2.
450. CONST STD. CLEANOUT WITH CAST IRON LID.
474. CONST 2" PRESSURE LINE.
476. CONST 4" STORM DRAIN PIPE, ABS SCHEDULE 40 DWV
W/SOLVENT WELD JOINTS.
477a. CONST 6" SOCK WRAPPED PVC D3034 PERFORATED PIPE WITH
RUBBER GASKET JOINTS. LAY FLAT IN ROCK CHAMBER.
477. CONST 6" PVC D3034 STORM DRAIN PIPE WITH RUBBER
GASKET JOINTS AND TRACER WIRE.
478. CONST 8" PVC D3034 STORM DRAIN PIPE WITH RUBBER
GASKET JOINTS AND TRACER WIRE.
480. CONST 10" STORM DRAIN PIPE, PVC D3034 WITH RUBBER
GASKET JOINTS AND TRACER WIRE.
481. CONST 12" STORM DRAIN PIPE, PVC D3034 WITH RUBBER
GASKET JOINTS AND TRACER WIRE.
482. CONST ROCK SPLASH PAD.
.. ...... . r .
oc..p.K.x.. .. .�
I eax.. T CB 11 412
LDR I
450
u u. n a n •: •: �
I . m
I
I ST CB #10
412
I 450
I 477 17 LF
` u PU
S=0.50% . n 6 LF
. 477 412
151 LF
I I 477 S=0.50% 141 LF 477
L 4000 I, a a; S=0.50% 450 a S=0.50%
450 ~~ :: Q.aA._. .
, .. .� 6"ST 6"ST
F
LDS. 450 450 476 46 LF 3
> . S=0.50% S
I x 476 149 LF� H
I S-0.50%
` 67 LF
: I
A_ I 81 LF 450 _
f W BUILDING #3 476 .1 11. 1 4- 450 S=0.5C
¢ S=0.50% I . ,f F �.-
6 LFA
4) •
476
S:=0.50%116 LF
a 151 LF f 476
I ( 1 476 = 412 ST B 8 S=0,50%
S 0.50% 450 81 LF
s 476 BUILDIN
le
L 4200 ( 450 �:...'� S=0.50%
STCLiZ<412 20 LF cn 450
_ _0.5
SVS
S'
i'
LR aI
`y L 477 3 LF 69 LF
S=0.50% 450 S=0.50% 477
N a
H TEL _ � � TEL � _ _ _ ST CB 6
TEL 412 T TEL - »
477 7 LF _� m 6 ST
' S=0.50% 450 450
„ 80 LF
IL 43010 1 ... 6 ST 6 ST 477
I S=0.50%
I . 450 85 LF 31 LF
a a A A
ILDRI 477 S=0.50% . ` A 44 LF a ` ; S=0.50% 476
.. A S=0.50 0 477
co 7
$p '
j A I 450 450 450 117 I LF 138 LF _ 4
476 S- 0.50%
I S=0.50% SEE LOADING DOCK
a A l DETAIL ON THIS SHEET
1 p 481 134 LF N
BUILDING 2 S=0.50% PUMP BASIN 2
.0.z s 412
TL 4401
I u _ BUILI
bi 118 LF 450 ST CB 4
450 S=0.50% 476 �' 412
L, 477
450 y. =0 50% 450 4
LDa ;
ry µ-i C14
.me r'....c..... j
m•
477 81 LF 476 24 LF "_��Aa �.�.� -
_ _ - .x °x
450 S-0.50% S-0.50% 450
I I .
DS=0.50%69 LF »ST12"ST 13 LF
ST CB 2 - O
477
I . a 412 S=0.50%
ST CB
k4l 2450 x ...:"•.
b . . . . . .
:.. . . t a A • `
LOT
6
Hl
TL 200
MAP #17-02-30 44
4.00'
I
I
12" WIDE STORM
TRENCH DRAIN
PER DETAIL ON
SHEET C-6.0.
- SANITARY CATCH
2" PRESSURE 14.00' BASIN
LINE TO CONNECT
TO BASIN, 23 LF
LOADING DOCK DRAINAGE DETAIL
N.T.S.
STORM RUNOFF TREATMENT
]off
S.F.
36"X36" STORM
DESTINATION
CATC H BAS I N
36,285
PER DETAIL ON
STORM PLANTER
SHEET C-6.0.
31,246
28.80
MECH. FILTER
6"ST
40,837
1 LF
�
STORM STUB
(NO TREATMENT)
EXISTING WASTEWATER SYSTEM
g j3 �
I i. 1777f-3 3 3 i
4.00'
I
I
12" WIDE STORM
TRENCH DRAIN
PER DETAIL ON
SHEET C-6.0.
- SANITARY CATCH
2" PRESSURE 14.00' BASIN
LINE TO CONNECT
TO BASIN, 23 LF
LOADING DOCK DRAINAGE DETAIL
N.T.S.
STORM RUNOFF TREATMENT
DRAINAGE AREA
S.F.
%
DESTINATION
PAVING
36,285
33.50
STORM PLANTER
PAVING
31,246
28.80
MECH. FILTER
ROOF
40,837
37.70
STORM STUB
(NO TREATMENT)
� I
�II
�f I
-' GENERAL NOTES;
1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL
FIELD VERIFY PRIOR TO CONSTRUCTION.
EX Cl 4 I ONE CALL 811.
I I 10" FL IN (N)=476.02
I 12" FL IN (S)=476.12 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERALS AND VERIFY, IN
I 12" FL OUT (E)=475.99 COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION, LOCATION AND
I TC=478.99 SIZE PRIOR TO CONSTRUCTION.
< - EXST MH 1
10» FL IN (E)=475.68 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE PROVIDERS.
16 LF477 12" FL IN (W)=475.68 CABLE - COMCAST
S=0.50% 118" FL OUT (S)=475.68 ELECTRIC - SUB
EX RIM ELEV.=479.08 GAS - NORTHWEST NATURAL
12 ST WATER - SUB
• it . �� �
PHONE CENTURYLINK
a 482 p W
_
.A'
ooII o o `al � 4. FRANCHISE UTILITIES SHOWN ON THIS SHEET ARE PRELIMINARY AND NOT TO BE
�° IIIIIIIIIIIIII USED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY
vv vvvvvv •
v °°°°°
vvv PROVIDERS FOR UTILITY CONNECTIONS.
I
Pvvvvvvvvv
IIvvvvvvvvvv
PII9vIIIIIIIIIIIIII °' 444
vvvvvvvvvvv
4vvvvv°°v Y•t I 5. FLOOR DRAINS TO BE INSTALLED IN EACH UNIT JUST INSIDE OVERHEAD DOORS.
ST
477.00 -- .IV
6. DOWNSPOUT LOCATIONS TO BE FINALIZED DURING BUILDING PERMIT PROCESS.
7.ALL PRIVATE PIPING TO MEET REQUIREMENTS OF OREGON STATE PLUMBING
i I SPECIALTY CODE, CURRENT EDITION.
' 8. MECHANICAL FILTER CATCH BASINS TO INCLUDE FOSSIL FILTER
� :• e � � INSERTS PER
• 39: DETAIL ON SHEET C-6.0.
450 •00r
.I- 9. BUILDINGS ARE NOT PROPOSED TO BE FIRE SPRINKLED.
•'
- :: I 10. POST -CONSTRUCTION PEAK FLOW LEAVING SITE IS DESIGNED TO BE EQUAL OR
• LESS THAN DESIGN RATES ESTABLISHED DURING J.P. HAMMER INDUSTRIAL
SUBDIVISION PROJECT.
477: O Qd =OT 7 (1.27 CFS) + Q&a (1.27 CFS) = QAuowED (2.54 CFS)
A . y4
yGA S_ 11. 53.6% OF NON -ROOF IMPERVIOUS AREA ROUTED TO VEGETATED TREATMENT
I ••
FACILITY.
A • - 12. CONTRACTOR SHALL POTHOLE EXISTING STORMWATER LATERALS AND VERIFY IN
412 °r°
COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION, LOCATION AND SIZE
. '• . 00 PRIOR TO CONSTRUCTION AND ORDERING OF MATERIALS. ALL EXISTING ELEVATIONS SHOWN
I:x
.4 ARE I � TAKEN FROM AS -BUILT DATA AND NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION
OR ORDERING OF MATERIALS.
I _ 13. ALL NEW UTILITIES TO SERVE THE DEVELOPMENT ARE PROPOSED TO BE PLACED
as UNDERGROUND.
A e
a . •• 14. PROPOSED STORMWATER PLANTER SHALL BE FULLY VEGETATED AS SHOWN IN THE
A 1 PROVIDED LANDSCAPING PLAN WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO
aA 4. APPROVAL OF FINAL SITE INSPECTION. ALTERNATIVELY, IF THIS CONDITION CANNOT BE
MET THE APPLICANT SHALL PROVIDE AND MAINTAIN THE EROSION CONTROL MEASURES
I
I AS REQUIRED IN THE LDAP FOR THIS SITE UNTIL SUCH TIME AS THE SWALE
Fx qT mN) VEGETATION BECOMES FULLY ESTABLISHED.
EX 12"ST
11 ST CB #1
LEGEND
--•---•--•-
EXISTING BOUNDARY
O
ADJACENT PROPERTIES
EXISTING CURB LINE
.
EXISTING FENCE
-- H2O -- - --
EXISTING WATER MAIN
� U
EXISTING WATER METER
EXISTING WATER VALVE
w�
EXISTING FIRE HYDRANT
WW-----8"WW
EXISTING WASTEWATER SYSTEM
EXISTING CLEANOUT
ST 24"SD
EXISTING STORM DRAINAGE SYSTEM
w
EXISTING CATCH BASIN
• � Y
EXISTING CURB INLET
M
EXISTING STREET LIGHT
UGE----"--'-
EXISTING UNDERGROUND ELECTRIC
W
EXISTING TRANSFORMER
0
EXISTING TELEPHONE PEDESTAL
PHN
EXISTING TELEPHONE LINE
- "s --- - OAS
EXISTING GAS MAIN
E
W
EXISTING GAS VALVE
®
PROPOSED WATER METER
8"WW
PROPOSED WASTEWATER LINE
PROPOSED WASTEWATER MANHOLE
C
PROPOSED WASTEWATER CLEANOUT
12"ST
PROPOSED STORM LINE
PROPOSED STORM MANHOLE
O
PROPOSED STORM CLEANOUT
0
PROPOSED CURB INLET
PAVED AREA
CONCRETE SIDEWALK
4
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SLATTED FENCE. ( it
FOR BACKFLOW q - I
SCREENING
svo 519 - '`
GA'
GAS GA
[{j A
IRRIGATION
511ETER .9 .. .... . �� LOT
..m. m.b.ma . •
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j A„�, ,+ f;, 6, _.,.ry 3•,•. •A fu4« o w n vvvvvvvvv vv
® O OE} . 250 vvvvvvvvv vvvov
-C prop np a%r,# 4 w vvvvvvvvvvvvvvvvvvv
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3 Isvv
®PaA �- 333 x VV Vvvvvvvvvvvvvvvvvvvvvvvv xz -
. 6 �� a vvvvvvvvvvvvvv
40 LF - vvvvvvvvvvvvv . 4 . 520
I • vvvvvvvvvvvvvv
.alp S-0.50% A . a a
281 vvvvvvvvvvvvvvp
' - • vvvvvvvvvvvvvvvo vvvvvvvvvvvvvvv SLATTED FENCE
. a F a A•ahRQaxuq.xa . x
� • " r• FOR BACKFLOW j
J �. . F ... a SCREENING
m I 11 LF .. 4
J, loll
6„WW � ���� 6„W1N ;�- � �Nr �; ; � �. ..•:~-�-� , "•��; �"
'
i
pgA Cpl 250 `� £ :: r� LF 502 173 LF co - 51 1
{ 56 .�
ZQ
20 LF S=0.50%
[�281 250 r '
ZQ 0 . a p 281 S=0.50% 6'WW
n 20 LF1 0 � `gin £ � .� -4 >E."� 1281S-0.50% • 51
?`a`4
SPLLF f 250 EX WW MH#2
FL IN (W)=468.35
5
"
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Ln
�- 8 FL IN (S)=468.25
y . M 8" FL OUT (NE)=468.13
6"WW
A7
209 °' �� .,�. 10%
> 250 281
157 LF 502 S=0.50% �
u m
TL 430 .. . ��
IDDM
L' a £„ .>-- � i �• ,.,,""r s �,,,,e...., $ ,. ¢ .� .o. , , ,yax�..�..;.r. �„ 'a
�
.e + 250 35 LF 502
N . a ( 11 LF 280
M. 31 LF m S=0.50
502 ,i •:
°) •. •
z 250 a 2 LF
.° a
6"W t �.; .. `: SAN CB 1 2 1
. A
I 6"WW... AC 477.23 212 " �: .50
6 WW
250. ........ >�:
13 LF 502 209TIL 440
12 LF .
.. 281. 5=0.50% .- •� � 50 LF 281 S 9 LF
0.50% 281 6 LF � e • .:.
S=0.50% 281 3
41 LF 500 250 S=0.50%
LDS
.I 6 250
519 µ . N 611WW
R
IRRIG TION 182 LF 281 250 '
1 1 METE''' a S=0.50%
I 179 LF 500 '
46 LF
511 Cp r. F ,•'t�Q�.�:a,i .,44,• ...�•'..id: ,,f`. ••,i • `
A a a H ,. ,, w . A ,. . . ., a . . • .. ,r, .. ..
'f•a ri:.` `1•` a -' d , `
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I
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i 15 LF �..
511 500 • : f �: a /A.
114500
19
LOT 1
H f
Uu'R T, 200
p
ARAMAD V
BUILDING .
jo
SITE REVIEW PLAN SET x
-NOT FOR CONSTRUCTION<1
D WW CONSTRUCTION NOTES
209. CONNECT TO EXISTING STUB.
218. CONST 6" PVC SDR 35 GASKET JOINT 45• ELBOW.
219. CONST 4"X4"X4" PVC SDR 35 WYE WITH RUBBER
GASKET JOINTS AND TRACER WIRE.
221. CONST 6"X6"X6"X6" PVC SDR 35 GASKET JOINT
DOUBLE WYE WITH GASKET JOINTS AND TRACER
WIRE.
222. CONST 6"X6"X6" PVC SDR 35 WYE WITH GASKET
JOINTS AND TRACER WIRE.
223. CONST 6"X6"X4" PVC SDR 35 GASKET JOINT COMBO
WYE AND 1/8 BEND.
250. CONST STD. CLEANOUT WITH CAST IRON LID.
251. CONST ENCLOSURE TRAP DRAIN AS PER DETAIL.
REFER TO SHEET C-6.0.
252. CONST WASTEWATER AREA DRAIN.
280. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
281. CONST 6" ABS DWV WASTEWATER PIPE WITH WELD
SOLVENT AND TRACER WIRE.
# WATER CONSTRUCTION NOTES
500. CONST 1" PVC SCHEDULE 40 WATER LINE.
502. CONST 6" DUCTILE IRON WATER LINE
506. INSTALL PVC SCHEDULE 40 TEE FITTING SOLVENT WELD.
507. INSTALL 45' ELBOW PVC SCHEDULE 40 SOLVENT WELD.
508. INSTALL 99 ELBOW PVC SCHEDULE 40 SOLVENT WELD.
509. INSTALL 6"MJ X 2"FLG X 6"MJ WYE.
510. INSTALL 6"MJ X 6"FLG X 6" MJ TEE.
511. CONST 3/4 " WATER METER.
513. CONST 6" WATER VALVE.
519. CONST 3/4" RPBA BACKFLOW DEVICE WITH HOT BOX
ENCLOSURE PER DETAIL. REFER TO SHEET -C7.
520. CONST 6" DOUBLE DETECTOR CHECK BACKFLOW DEVICE WITH
BYPASS METER. ENCLOSURE
TO BE DESIGNED BY ARCHITECT.
536. CONST MODEL S3 WOODFORD BACKFLOW PROTECTED
SANITARY YARD HYDRANT WITH FREEZE PROTECTION
PER DETAIL. REFER TO SHEET C9.
550. CONST FIRE HYDRANT WITH STORZ ADAPTER ON STEAMER
PORT PER DETAIL SHEET C7.
.GAS
12"
MIN PHONE
N DIRECT BURY
OR GREY DUCT
ELECTRIC ABLE
OFF WHITE
JOINT UTILITY TRENCH DETAIL
NTS
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SCALE 1,' 30'
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LEGEND
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-�•--.•---•-
EXISTING BOUNDARY
O
ADJACENT PROPERTIES
EXISTING CURB LINE
x
EXISTING FENCE
-- H2O -- -
EXISTING WATER MAIN
EXISTING WATER METER
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EXISTING WATER VALVE
EXISTING FIRE HYDRANT
-----8"WW _ _
EXISTING WASTEWATER SYSTEM
EXISTING CLEANOUT
ST 24"SD -----
EXISTING STORM DRAINAGE SYSTEM
W
EXISTING CATCH BASIN
EXISTING CURB INLET
EXISTING STREET LIGHT
UGE
EXISTING UNDERGROUND ELECTRIC
EXISTING TRANSFORMER
NL0m
EXISTING TELEPHONE PEDESTAL
PHN
EXISTING TELEPHONE LINE
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EXISTING GAS MAIN
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EXISTING GAS VALVE
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PROPOSED WATER METER
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PROPOSED WASTEWATER LINE
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PROPOSED WASTEWATER MANHOLE
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PROPOSED WASTEWATER CLEANOUT
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PROPOSED STORM LINE
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PROPOSED STORM MANHOLE
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PROPOSED CURB INLET
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LANDSCAPE BLOCK
RETAINING WALL
PAVING PER
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8" INLET
1-1/2" CLEAN —� �— 30 MIL POND LINER
ROUND ROCK
STORM PLANTER SECTION A -A DETAIL ROCK CHAMBER FULLY
NTS ENCLOSED IN FILTER
FABRIC
LANDSCAPE BLOCK
MATCH EXISTING GRADE RETAINING WALL PAVING PER
LANDSCAPE PLAN
RETAINING
WALL CAP
BOTTOM (FL) OF PLANTER
�� �, ��------------------- (ZONE A)=477.00. .. ..�
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\11 11
�� �\ \~`. \ 18", GROWING
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CONNECT TO DRAINAGE
CHAMBER W/ PUMP
NOTES:
1. STORM PLANTER TO BE LANDSCAPED PER DESIGN ON SHEET
LA -1.0.
2. LANDSCAPE BLOCK DESIGN TO BE SPECIFIED DURING BUILDING
PERMIT PROCESS.
SITE REVIEW PLAN SET
-NOT FOR CONSTRUCTION
SITE REVIEW PLAN SET
-NOT FOR CONSTRUCTION -
4" SOCK WRAPPED <PERF PIPE '
25.5'
1-1/2" CLEAN ROCK CHAMBER FULLY
ROUND ROCK ENCLOSED IN FILTER
FABRIC
30 MIL POND LINER
STORM PLANTER SECTION B -B DETAIL
NTS
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475.50
75.40 1
fE ELECTRICAL SERVICE BOX IN
'ENT PLANTER COORDINATE
ECTRICIAN. SEE ELECTRICAL PLAN
POWER AND WIRING DETAIL TO
I
'IPE FL
0, GRAVITY
FE CONNECTION
VC SWING CHECK VALVE
�L PORTION OF PIPE TO
KFLOW OF STORMWATER
PVC PRESSURE
4E TIE INTO GRAVITY
'E IN -STRUCTURE
�TERPROOF BOX FOR ELECTRICAL
>NDUIT ROUTE CABLE TO
IRFACE MOUNTED JUNCTION BOX
2" PVC UNION
LIBERTY PUMPS LE71A2-2
SERIES 3/4 HP SUBMERSIBLE
SEWAGE PUMP W/2"
DISCHARGE AND 25' CORD OR
EQUIVALENT
INSTALL LIBERTY GR 22 SERIES
DISCHARGE GUIDE RAIL SYSTEM
W/2" DISCHARGE OR
EQUIVALENT
NOTE:
1. PLACE SPS20 SUBMERSIBLE PUMP
SCREEN OR EQUIVALENT AROUND PUMP
41 FLOGARD TM
/,—FILTER INSERT
(MODEL FGP-24F8)
BIKE PROOF, HEAVY
TRAFFICDUTY GRATE
SUPPORTS O
H20 LOADS,�"►WOVEN MESH
FILTER BODY
,,—NEOPRENE GASKET
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`` OT:
PLAN VIEW SIGH FLOW BOX P13RIC TED FROM
41" SQUARE BYPASS 10 O.A. MATERIAL
SILT & DEBRIS 12 j
Z_-VOWAINMENT AREA 'FRAME
DATE: '1111912020 SCALE: NONE
Gibson Steel Basins, Inc.
7040 Arrowsmith St. x'50.) 484 -.72 00 or 0 � 674-8096
Visit us at. www.gibsonateelbasins.com
BST J990 Email us ab salea0gibsousteelbasins.com C08,16ma
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SAND GLLECTOl BATCH BA.IN D1G"ff
PROD. MAN, DGUG p DWN. PAUL ESQ�LE Nohr
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C.
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NOTES:
1. ONLY INSTALL FLODGARD FILTER INSERTS IN
CATCH BASINS NOT ROUTED TO STORM PLANTER.
2. BOX FABRICATED FROM 10 GA. MATERIAL
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NOTES:
1. ONLY INSTALL FLODGARD FILTER INSERTS IN
CATCH BASINS NOT ROUTED TO STORM PLANTER.
2. BOX FABRICATED FROM 10 GA. MATERIAL
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PLANT LIST (FOR PARKING STRIPS)
SYMBOL QTY.
TREES
AR 12
BOTANICAL NAME
COMMON NAME
ACER RUBRUM
RED MAPLE
SIZE SPACING
2" Col. As Shown
SYMBOL QTY. BOTANICAL NAME SIZE SPACING
SHRUBS COMMON NAME 5 Gal. As Shown
HH 16 Ilex Crenato 'Helleri'
Helleri Holly
24 Prunus Laurocerasus 'Mount Vernon 5 Gal. As Shown
EL Mount Vernon English Laurel
784
TOTAL RAIN GARDEN GROUNDCOVER. PLANT 1 GAL POTS AT 12" ON CENTER
IN A TRIANGULAR PATTERN.
SHRUBS ON THE NORTH AND SOUTH SIDE OF STORM PLANTER BEGIN 5 FT IN AND PLACED EVERY 10 FT
SHRUBS ON THE WEST AND EAST SIDE OF STORM PLANTER BEGIN 4 FT IN AND PLACED EVERY 8FT.
SITE REVIEW PLAN SET
NOT FOR CONSTRUCTION-
SITE PLANTING PLAN
SCALE: 1 "=30'
NOTES:
1 AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED
CONTRACTOR IN ALL LAWN, SHRUB BEDS AND STORMWATER FILTERS. STORMWATER FACILITY SHOULD BE
ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY.
2. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY OWNER AND MEET REQUIREMENTS
OF CITY OF SPRINGFIELD CODE
3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN.
4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR
ADJUSTMENTS IN PLANT SPACING ARE ACCEPTABLE.
5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT LIST.
6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAILURE. -
7. ALL LANDSCAPE AREAS ON PERIMETER OF PROPERTY PROPOSED TO BE LAWN (10,719 SF).
8. STORMWATER PLANTER TO BE TOPPED WITH 3" RIVER ROCK
9. STORMWATER PLANTER SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO
FINAL APPROVAL OF THE FINAL SITE INSPECTION. IF CONDITION CANNOT BE MET, THE APPLICANT SHALL
PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO
THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT. THE INTERIM EROSION CONTROL SHALL BE IN ADDITION
TO THE REQUIRED PLANTINGS FOR THE SITE.
10. BECAUSE OF CONSTRICTION COMPACTION OF SOIL, COMPLETELY CLEAN AREA OF CONSTRUCTION DEBRIS
AND HEAVILY AMEND SHRUB BEDS WITH A THREE TO SIX INCH LAYER OF COMPOST. TILL ENTIRE AREA TO
A DEPTH OF 12"
11. SPECIAL CARE SHOULD BE TAKEN BEFORE PLANTING TREES. EXCAVATE AREA TO A DEPTH OF 24" AND
TWICE THE SIZE OF THE ROOT BALL. HEAVILY AMEND SITE WITH COMPOST.
SEEDED LAWN
INCH CLEAN RIVER ROCK
A
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N7 N7 N7 N7 N7 N7 0
7pppT-7
A/- V N7 V
—7
GROUND COVER.
ppppppp
PER TABLE
17 17 17 17 V V 17 17 17
ABOVE v 17 v v v v v
17 v v v v v v v
V 171717 v v v v v v v v
V 17 17 17 V 17 17 17 AlA.
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T---1 I- I& I AL T AI &
STORMWATER PLANTER
PLANTING PLAN
SCALE: 1 "=5'
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WALL TYPES Fol
-
1. METAL SIDING AS SELECTED 1/211 CDX
RAMP PLY.WD. (REFER TO STRUCTURAL) 2x6
ON. 5 STUD WALL * Iroll O.C. ON 21m0ll CONCRETE
CURS / 1116" 055
E >
2. METAL SIDING AS SELECTED / 1/211 crx
PLY.WD. / 2x6 STUD WALL 6 Iro" O.C. (R-21
15ATT INSUL.) (2x4 FURRED WALL w/3 1/211
POLY -150 RIGID INSULATION TO RUN FULL
HEIGHT OF CONCRETE CURS (R-21 BATT
INSULATION IN 2x CAVITY (REFER TO IB/AIJ
FOR DETAIL / 5/6" TYPE "X" GYP. 15D. (M.R.
TYPE "X" GYP.5D, 15EHIND ALL WATER
FIXTURES TO EXTEND 2' BEYOND THE
FIXTURE ftyp.) (U.N.O.)
A6.2
3. 1/1611 065 / 2x& STUD WALL a Iro"O.C. / 1116ll
065
4. 5/6" TYPE "X" GYP. 15D. (M.R. TYPE "X"
GYP. 15D. 15EHIND ALL WATER FIXTURES TO
EXTEND 2' 5EYOND THE FIXTURE (typ.)
U-O.N.) / 2x6 STUD WALL -9 Iro I' O.0 / 1/1611
0615
E7. METAL SIDING AS SELECTED / 1/2" CDX
PLY.WD. (REFER TO STRUCTURAL / 2x6 STUD
WALL 0 Iro" O.C. 1/16" 055
142
20'-2 3/4" I 20 201-23/411 i 20'-2 3/4"
51
151-2 /411 9-3 1/4" 1 1'-2 3/4" 11-2.3/411 V-3 1/411 3/4"13'-8 3/411. 131-31/411
PIMP
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1011 102
WALL TYPES elcont.)
6. 5/6" TYPE "X11 GYP. 50. (M.R. TYPE i1xil
GYP. 5015EHIND ALL WATER FIXTURES TO
EXTEND �, 5EYOND THE FIXTURE ftyp.)
U.O.N.) / 2c6 STUD WALL -9 16" O.0 / 5/6"
TYPE 11X" GYP. 50, (M.R. TYPE xi GYP.
50. SEH ND ALL WATER FIXTURES TO
EXTEND', 5EYOND THE FIXTURE ftyp.)
U.O.N.) �
1. METAL SIDING AS SELECTED / 1/211 COX
PLYMO. / 2x& STUD WALL 6 1611 O.C. / 2'-0ll
CONCRETE CURS 5ELOW STUD WALL) /1/211
COX FLY IUD, / METAL SIDING
6. METAL SIDING AS SELECTED / 1/211 COX
PLY.WD. /, 2x6 STUD WALL 6 16" O.C. (R-21
5ATT INSUL.) / 5/6" TYPE llxll GYP. 50. (M.R.
TYPE "X" GYP. 50. 5EHINO ALL WATER
FIXTURES TO EXTEND 2' 5EYOND THE
FIXTURE (typ.) (U.N.O.)
1'-2 3/4" 1-2 3/4" S'-3 1/4"
1
UNIT
103
KEY NOTES O
1. REFER TO EV45.1 FOR DETAILS (tSp. 0
CONCRETE CURS
2. H/C FROST FREEZE HOSE 515 (AS
SELECTED)
3. ELECTRICAL PANEL
4. FLOOR DRAIN
5. ro" PIPE 150LLARD (REFER TO II/A1.1 tSp.)
C
5
LEGEND
2x6 WOOD FRAMED
WALL
..................... . ...............................
EXISTING WALL
2x4 WOOD FRAMED
WALL
201-23/411 201-51/211
31-8 3/4113,-a 3/4,, 9'-3 1/4" 1'-2 3/4"V-3 1/4"
l-2 3/4"
� �I ,,�' I ® i I ® I
UNIT
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mmNi, �
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1'-1 3/4"
41
B
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THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY OF
ROOD HANSEN, ARCHITECT, LLC,
AND 16 NOT TO 5E USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF:
R000 HANSEN, ARCHITECT, LLC
FIRST FLOOR
TITLE: PLAN
J05t- 1416.11302020.51
OR.AM JSD
5y:
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ISSUE 12-10-2021
DATE:
SCALE: 3116"=1'-011
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AND DESIGNS INCORPORATED
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AND 18 NOT TO SE USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT TWE
WRITTEN AUTHORIZATION OF
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EXTERIOR
TITLE: ELEVATIONS
J05t-1416,11302020.51
DRAUN JSD
5y:
A --
A
--
ISSUE 12-10-2021
SCALE:
a
THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY OF
RODD HANSEN, ARCHITECT, LLC,
AND 16 NOT TO 15E USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
RODD HANSEN, ARCHITECT, LLC
EXTERIOR
TITLE: ELEVATIONS
J0510 --141a.11302020.51
PRALN JSD
5y:
A
A
A
ISSUE 12-10-2021
DATE:
SCALE: 0/0"=0'-0ii
l6t(ow2
=wow
5UILDING 1
WALL TYPES no
1. METAL SIDING AS SELECTED / 1/2" COX
PL`I'.WD. (REFER TO STRUCTURAL) / 2xro
STUD WALL � 1ro" O.G. ON 2'-0" CONCRETE
CURS / 111ro" OSS
2. 1/1ro OSS / 2x& STUD WALL 16 "O C. / 1/10
OSS
2
3
m�
c�
W
KEY NOTES Q LEGEND
1. REFER TO 5/45.1 FOR DETAILS Ctyp. 2x& WOOD FRAMED
CONCRETE CURS WALL
2. H/C FROST FREEZE HOSE SIS (AS � EXISTING WALL
SELECTED)
3. ELECTRICAL PANEL
4. FLOOR DRAIN 2x4 WOOD FRAMED
WALL
THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY OF
RODD HANSEN, ARCHITECT, LLC,
AND IS NOT TO BE USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
RODD HANSEN, ARCHITECT, LLC
FIRS'
TITLE: FLOOR PLAN
J050 -.141a,11302020.52
PRAM
JSD
5y:
A
A
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--
ISSUE 12-10-2021
DATE:
SCALE:
D
A6.1
ELEVATION
,i
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THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY OF
ROOD HANSEN, ARCHITECT, LLC,
AND IS NOT TO SE USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
RODD HANSEN, ARCHITECT, LLC
R
EXTERIOR
TITLE: ELEVATIONS
J050.-1416,11302020.52
h'' UN JSh
5y:
A
A
A --
A
ISSUE 12-10-2021
DATE:
SCALE: VARIES
a),
3
WALL TYPES R
1. METAL SIDING ,4S SELECTED / 1/2" COX
PLY.WD. (REFER TO STRUCTURAL) / 2x6
STUD WALL - 16" O.G. ON 2'-0" CONCRETE
CURS / 1/16" 055
2. 1/16" 065 / 2x6 STUD WALL 'a 16 "O.C. / x/16 ►'
0615
3. 5/6" TYPE "X" GYP. 50. (M.R. TYPE „X„
GYP. 50. 5EHIND ALL WATER FIXTURES TO
EXTEND 2' 5EYOND THE FIXTURE (typ.)
U.O.N.) / 2x6 STUD WALL -8 16" O.0 / 1/16"
OS5
WALL TYPES (cont.) a
4. 5/8" TYPE "X" GYP. 5D. (M.R. TYPE "X"
GYP. 5D. BEHIND ALL WATER FIXTURES TO
EXTEND 2' 5EYOND THE FIXTURE (typ.)
U.O.N.) / 2x6 STUD WALL a 16" O.0 / 5/8"
TYPE "X" GYP. 5D. (M.R. TYPE "X" GYP.
5D. SEHIND ALL WATER FIXTURES TO
EXTEND 2' 5EYOND THE FIXTURE ltyp.)
U.ON.)
5. METAL SIDING AS SELECTED / 1/2" CDX
PLY WD. / 2x6 STUD WALL a 16" O.G. (R-21
5ATT INSUL.) / 5/6" TYPE „X„ GYP. 5D. CM.R.
TYPE "X" GYP. BD. BEHIND ALL WATER
FIXTURES TO EXTEND 2' BEYOND THE
FIXTURE (typ.) (U.N.O.)
KEY NOTES Q
1. REFER TO 5/,45.1 FOR D TAILS Ctyp.
CONCRETE CURB
2. H/C FROST FREEZE HOSE 515 CAS
SELECTED)
3. ELECTRICAL PANEL
4. FLOOR DRAIN
5. 6" PIPE 5OLL4RD ( ER TO II/,4l.1 typ,)
0
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HERE IN ARE THE PROPERTY OF
RODD HANSEN, ARCHITECT, LLC:,
AND IS NOT TO 8E USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
ROOD HANSEN, ARCHITECT, LLC
FIRST
TITLE: FLOOR PLAIN
J050-.1416.11302020-5.
pRAUN JSD
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THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HERE IN ARE THE PROPERTY OF
RODD HANSEN, ARCHITECT, LLC:,
AND IS NOT TO 8E USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
ROOD HANSEN, ARCHITECT, LLC
FIRST
TITLE: FLOOR PLAIN
J050-.1416.11302020-5.
pRAUN JSD
5Y•
A
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ISSUE 12=10-2021
DATE:
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THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY or-
ROOD
FROOD HANSEN, ARCHITECT, LLC,
AND IS NOT TO ME USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
ROOD HANSEN, ARCHITECT, LLC
EXTERIOR
TITLE: ELEVATIONS
J050-.1416,11302020.5:
DRAUJN JSD
131':
A --
A --
A --
A.1 --
ISSUE 12-10-2021
DATE:
SCALE: 3/16"=V-011
................................................................. ........................
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IV6.1
THE DOCUMENT AND THE IDEAS
AND DESIGN$ INCORPORATED
HEREIN ARE THE PROPERTY OF
ROPO HANSEN, ARCHITECT, LLC,
AND IS NOT TO 5E USED, IN
UA40LE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
RODO HANSEN, ARCHITECT, LLC
01
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TITLE: ELEVATIONS
J050-.1410.11302020.5:
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A
IV6.1
THE DOCUMENT AND THE IDEAS
AND DESIGN$ INCORPORATED
HEREIN ARE THE PROPERTY OF
ROPO HANSEN, ARCHITECT, LLC,
AND IS NOT TO 5E USED, IN
UA40LE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
RODO HANSEN, ARCHITECT, LLC
01
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f 9)
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EXTERIOR
TITLE: ELEVATIONS
J050-.1410.11302020.5:
DRAWN
J SD
5y:
A
A
m
A
A
Ise -1
* 12-10-2021
"ATE
COD r 1 0 M:
A(o2
oamw
5UILDING 3
LUALL TYPES
1. METAL SIDING AS SELECTED / 1/2" CDX
PLYIUD. (REFER TO STRUCTURAL) / 2x&
STUD WALL Ih" O.C. ON 2'-0" CONCRETE
CURS / 1/lro" 058
2. 1/1& 058 / 2xro STUD WALL 0 I WO.C. /-1/16
058
KEY NOTES Q
1. REFER TO 5/.45.1 FOR DETAILS (typ.
CONCRETE CURB
2. H/C FROST FREEZE HOSE 818 (AS
SELECTED)
3. ELECTRICAL PANEL
4. FLOOR DRAIN
FI 5T FLOOR FLAN
V 121 ,
LEGEND
2x6 WOOD FRAMED
WALL
EXISTING WALL
" 2x4 WOOD FRAMED
WALL
THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY OF
ROOD HANSEN, ARCHITECT, LLC,
AND 15 NOT TO SE USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
ROOD HANSEN, ARCHITECT, LLC
E
0
V
FIR5T
TITLE: FLOOR PLAN
J05t-1415.11302020.54
DRAWN J SD
$Y.
A --
--
A
A '-
ISSUE 12-10-2021
DATE:
SCALE:
BUILDING 4
GI IF
IMAN
AS
0 _ -14 RO
w AIS DO RS) F . _._ ._
\\ •vA
�� � 4 4 e•
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A92 EXTERIOR
MAN DOORS J
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SCALE: 3/ib'" = 1'-0"
L ��
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OELEVATIONS
OSCALE: 3/1�" i'-0" 8' 12' ib'
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METAL SIDING AS
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THE DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED
HEREIN ARE THE PROPERTY OF
ROOD HANSEN, ARCHITECT, LLC,
AND IS NOT TO BE USED, IN
WHOLE OR PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF
ROOD HANSEN, ARCHITECT, LLC
EXTERIOR
TITLE: ELEVATIONS
J0 30:1418.11302020.54
DRAUJN J SD
A --
2 --
A
3 --
ISSUE 12-10-2021
DATE:
SGA
3/16"=V-0"