HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/30/2023EC CARES MODULAR
SITE PLAN REVIEW / DISCRETIONARY USE
VICINITY MAP
ZONING MAP / ADJACENT LAND USE
N
X
Co
ARCHITECT
ROWELL BROKAW ARCHITECTS
1203 WILLAMETTE, SUITE 210
EUGENE OR, 97401
541485-1003
CONTACTS.
LORRINELSON
lom@rowellbrokaw. com
CIVIL ENGINEER
KPFF
800 WILLAMETTE STREET, SU 400
EUGENE OR, 97401
541-684-4909
CONTACTS:
ANNA BACKUS
Anna.Backus@kpff.com
PROJECT DESCRIPTION - NARRATIVE
SITE AND SITE UTILITIES PREPARATION FOR THE INSTALLATION
OF A NEW MODULAR CLASSROOM BUILDING BY OTHERS. ALSO
INCLUDES CONSTRUCTION OF NEW RAMPS/STAIRS, PLAYGROUND
AREA AND COVERED PLAY STRUCTURE.
EC Cares (Early Childhood CARES) UNIVERSITY OF OREGON,
COLLEGE OF EDUCATION, WILL OCCUPY THE BUILDING - UTILIZING
ON-SITE AND STREET PARKING AND BUS DROP-OFF AT G STREET
CURB..
THE BUILDING WILL CONSIST OF TWO CLASSROOMS, TWO
OFFICES, STORAGE, PREP KITCHEN FOR WARMING SNACKS AND
RESTROOMS.
THE MODULAR WILL NOT INCLUDE A SPRINKLER SYSTEM.
STAND ALONE FIRE ALARM SYSTEM
VEHICLE PARKING
PARKING NOT REQUIRED ON SITE BUT 2 STANDARD SPACES AND
ONE ADA SPACE ARE PROVIDED
BIKE PARKING
(4) SPACES PROVIDED
ELECTRICAL ENGINEER
KCL ENGINEERING
296 E STH AVE, SU 501
EUGENE, OR 97401
503-212-4612
CONTACT:
SITYLA KEAYS-GOODMAN
skgmdrnan@kclengineering. com
2023-02-21
MODULARCOMPANY
MODERN BUILDING SYSTEMS
9493 PORTER RD SE
AUMSVILLE, OR 97325
503-749-4949
CONTACT:
DOUG SMITH
dsmith@modernbuildingsystems. corn
DRAWING INDEX
G-01
COVER -GENERAL INFO - SHEET INDEX
C-1.0
CIVIL NOTES
C-1.1
CIVILNOTES
C-1 2
EXISTING CONDITIONS
C-2.0
HORIZONTAL CONTROL PLAN
C-3.0
C-4.0
GRADING & DRAINAGE PLAN
UTILITY PLAN
C-5.0
EROSION CONTROL PLAN
C-6.0
CIVIL DETAILS
C-61
CIVIL DETAILS
L-1.0
L-2.0
SITE PLAN
PLANTING PLAN
W -Yo
MODULAR -COVER SHEET
X-0.1
A-1.0
A-2.0
MODULAR - FIRE & LIFE SAFETY PLAN
MODULAR - FLOOR PLAN
MODULAR -EXTERIOR ELEVATIONS
A-111
COVERED PLAY- PLANS & SECTION
A-112
COVERED PLAY - DETAILS
E-000
ELECTRICAL GENERAL NOTES & SYMBOLS
E-001
ELECTRICAL GENERAL NOTES & SYMBOLS
E-002
ELECTRICAL GENERAL NOTES & SYMBOLS
.. E-100
ELECTRICAL SITE PLAN
E-101
_
TELECOM - FIRE ALARM FLOOR PLAN
E-200
ELECTRICAL ONE LINE DIAGRAM
E-201
TELECOMMUNICATION DETAILS
E-202
ELECTRICAL GROUNDING RISER
Nc i,wY
1203 Willamette Street
Suite 210
Eugene,Oregon 92401
541 48S IO03
rowellbrokaw.com
Architecture. Design. Strategy.
STAMP
v�
�IERD.L4� tC1
r
ENE, OREGON
6Q03 .S)
OF (`
REVISIONS TO THIS SHEET
REV. DATE
SETISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20
PRE SUBMITTAL
SPR/DISCRETIONARYUSE 2023-03-21
SUBMITTAL
PROJECT TRACKING
RBA #: 2234
P.I.C: Chris Andrejko
PM / PA: Lord Nelson
Project Name
EC CARES
Springfield
Map & Tax Lt B
17-03-35-12-06700106800
Pmject Address
G Street
Springfield, OR
COVER SHEET
G-01
EC CARES SPRINGFIELD
SITE PLAN REVIEW
ABBREVIATIONS SEPARATION STATEMENT
L
ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER
MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF
PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND
SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL
OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO
MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE
TRENCH 18" INCHES ABOVE THE SEWER.
NOTICE TO EXCAVATORS:
ATTENTION: OREGON LAW REQUIRES YOU
TO FOLLOW RULES ADOPTED BY THE
OREGON UTILITY NOTIFICATION CENTER.
THOSE RULES ARE SET FORTH IN OAR
952-001-0010 THROUGH OAR
952-001-0100. YOU MAY OBTAIN
COPIES OF THE RULES BY CALLING THE
CENTER.
(NOTE: THE TELEPHONE NUMBER FOR
THE OREGON UTILITY NOTIFICATION
CENTER IS (503)-232-1987).
POTENTIAL UNDERGROUND FACILITY OWNERS
Call before you dig.
or 800-332-2344
CIVIL SHEET INDEX
Sheet Number
AC
ASPHALT CONCRETE
P/L
PROPERTY LINE
CIVIL NOTES
AD
AREA DRAIN
PED
PEDESTRIAN
C3.0
BLDG
BUILDING
PM
PARKING METER
EROSION CONTROL PLAN
BOW
BACK OF WALK
P.U.E
PUBLIC UTILITY EASEMENT
BS
BOTTOM OF STAIR
PVC
POLYVINYL CHLORIDE
BW
BOTTOM OF WALL
PVMT
PAVEMENT
CB
CATCH BASIN
PVT
PRIVATE
CL
CENTERLINE
R
RIM
CO
CLEANOUT
RD
ROOF DRAIN
COTG
CLEANOUT TO GRADE
R.O.W
RIGHT-OF-WAY
CP
CONTROL POINT
S
SLOPE (FT/FT)
D/W
DRIVEWAY
SD
STORM DRAIN
E
EASTING
SDMH
STORM DRAIN MANHOLE
EXISTJEX
EXISTING
SHT
SHEET
FDC
FIRE DEPARTMENT CONNECTION
SS
SANITARY SEWER
FF
FINISH FLOOR ELEVATION
SSMH
SANITARY SEWER MANHOLE
FG
FINISH GRADE
ST
STREET
FH
FIRE HYDRANT
STA
STATION
FL
FLOWLINE
STD
STANDARD
FND
FOUNDATION
S/W
SIDEWALK
G
GUTTER
TC
TOP OF CURB
GB
GRADE BREAK
TG
TOP OF GROUND
GL
GAS LINE
TP
TOP OF PAVEMENT
GV
GATE VALVE
TRANS.
TRANSFORMER
HCP
HANDICAP PARKING SPACE
TS
TOP OF STAIR
IE
INVERT ELEVATION
TW
TOP OF WALL
o
INV
INVERT
TYP
TYPICAL
U
MH
MANHOLE
LINO
UNLESS NOTED OTHERWISE
MIN
MINIMUM
W
WATER
~
N
NORTHING
WM
WATER METER
O1
OF
OUTFALL
OVH/OH
OVERHEAD
U
0
I
7
N
M
0
0
N
N
3
W
v
L
ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER
MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF
PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND
SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL
OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO
MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE
TRENCH 18" INCHES ABOVE THE SEWER.
NOTICE TO EXCAVATORS:
ATTENTION: OREGON LAW REQUIRES YOU
TO FOLLOW RULES ADOPTED BY THE
OREGON UTILITY NOTIFICATION CENTER.
THOSE RULES ARE SET FORTH IN OAR
952-001-0010 THROUGH OAR
952-001-0100. YOU MAY OBTAIN
COPIES OF THE RULES BY CALLING THE
CENTER.
(NOTE: THE TELEPHONE NUMBER FOR
THE OREGON UTILITY NOTIFICATION
CENTER IS (503)-232-1987).
POTENTIAL UNDERGROUND FACILITY OWNERS
Call before you dig.
or 800-332-2344
CIVIL SHEET INDEX
Sheet Number
Sheet Title
C1.0
CIVIL NOTES
C1.1
CIVIL NOTES
C1.2
EXISTING CONDITIONS & DEMOLITION PLAN
C2.0
HORIZONTAL CONTROL PLAN
C3.0
GRADING AND DRAINAGE PLAN
Ca,O
UTILITY PIAN
C5.0
EROSION CONTROL PLAN
C6.0
CIVIL DETAILS
C6.1
CIVIL DETAILS
ROWELL
w..
OKAW
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowel IItrokaw.com
Architecture, Design, Strategy,
��U\5,� b PN OF sj-,ods
88168 l
DIGITALLY SIGNED 2023 .03.16
13:10:11-oroo'
OREGON
9y �4r20 1 0 1Jh
y9��TTRELLBP�
EXPIRATION DATE. 12/31/2023
REVISIONS TO THIS SHEET
REV.
DATE
SETISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot N
17-03-35-12-06800
Project Address
XXX 8TH Street
Springfield, OR
CIVIL NOTES
C100
GENERAL NOTES
1. SURVEY PROVIDED BY BRANCH ENGINEERING, DATED 10/25/2022. ELEVATIONS ARE BASED ON RTK GPS
OBSERVATIONS TAKEN OLN OCT. 10, 2022 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID
12A(NAVD88).
2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL
SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND
ELEVATIONS, AS SHOWN, ON THE PLANS.
3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO
BEGINNING CONSTRUCTION LAYOUT,
4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON
THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.
5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER
COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY
DISCREPANCIES.
6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING
CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE
REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS
SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.
7. CONTRACTOR TO REFERENCE INFILTRATION REPORT BY BRANCH ENGINEERING DATED 11/28/2022 FOR THE
SITE SOILS CONDITIONS.
8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND
THE APPLICABLE REQUIREMENTS OF THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION,
THE 2021 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD.
9. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING
AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR
PRIOR TO COMMENCING CONSTRUCTION.
10. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY
NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU
MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE
OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT
COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST48 BUSINESS -DAY
HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY
BE ACCURATELY LOCATED.
11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY
AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE
SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION
AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS
PRIOR TO.START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS.
v 12. THE ENGINE FR OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL
m O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.
I -
pt 13. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR
a SHALL ADHERE TO CITY OF CITY OF SPRINGFIELD FOR MINIMUM EROSION CONTROL MEASURES. THE ESC
> FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.
U DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED
o STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE.
v
M 14. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF
$ CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.
Cu
Cu
3 15. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR
CIO SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR
> TO COMMENCING CONSTRUCTION.
y 16. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ADJACENT BUILDINGS ATALL TIMES DURING CONSTRUCTION.
E
N 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE
k OWNER.
F. STORMWATER NOTES
r
1. PER THE STORMWATER OPERATIONS AND MAINTENANCE PLAN, THE OWNER HAS MAINTENANCE RESPONSIBILITY
£ FOR OPERATING AND MAINTAINING THE SYSTEM AND MUST BE DISTRIBUTED TO ALL PROPERTY OWNERS AND
a
N TENANTS OF THE SITE PURSUANT TO SDC 4.3-110.8.
+, 2. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIONS OF SDC 4.3-110.13 AS WELL AS
B THE CITY'S MS4 STORMWATER PERMIT AND EDSPM, THE PROPOSED RAIN GARDENS MUST BE FULLY INSTALLED
to N AND FULLY FUNCTIONING FOR STORMWATER MANAGEMENT MITIGATION. THE SYSTEM MUST BE INSPECTED AND
APPROVED BY THE CITY PRIOR TO BUILDING OCCUPANCY ISSUANCE..
i8
ov
"0 L
0
�a
CONSTRUCTION NOTES
GENERAL
1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES. WITH WATER IS NOT PERMITTED.
2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.
DEMOLITION
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS
AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.
2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED
MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY.
3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT
SITE AS DIRECTED BY THE OWNER.
4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING
THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER.
5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION
JOINT.
6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT.
UTILITIES
1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO
FINISHED GRADE.
2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC.,
ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF
CONFLICT OCCURS.
3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR
ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.
4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD
MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.
5. ALL WORK TO CONFORM TO THE 2021 OREGON PLUMBING SPECIALTY CODE
STORM AND SANITARY
1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD
SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, -WORK ON EXISTING SEWERS AND STRUCTURES".
2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE
AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE
AND GRADE FOR THE STORM AND. SANITARY SEWER PIPE USING A LASER.
3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED
OTHERWISE IN THE PLANS.
4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE'WYE' BRANCH TYPE.
WATER
1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE.
2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL.
3. ALL WATER MAIN /SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT
REGULATIONS, CHAPTER 333.
EARTHWORKS
1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE
SYSTEM.
2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT
SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES
WITH WATER WILL NOT BE PERMITTED.
■
1203 V herette Street
Suite 210
Eugene, Oregon 97401
54T48570Q3
roWellbrokaW.com
Architecture, Design. Strategy.
�\S�ERED PN EFFss��y
R4 �A R�
88768
DOTAUY SIGNED P 3.0316
13X9:47 -07D?
OREGON
A7�TT RELL OP
Ek711MIM DATE: 12/3112023
REVISIONS TO THIS SHEET
REV. DATE
SETISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map 8 Tax Lot #
17-03-35-12-06800
Project Address
XXX 8TH Street
Springfield, OR
CIVIL NOTES
C1
F
e
r
°
SET MAG NAIL SET MAG NAIL °
N 110426.10 N 110421.91
E 203575.19 E 203741.59 — -----
-FF ------ Cr
< .v"" .
SET MAG NAIL SPIKE
N 110270.39
E 203666.69
EXISTING SEWER PIPE (TYP.)
64)
EXISTING FENCE TO BE REMOVED
AND REPLACED (TYR:
EXISTING CONCRETE
SURFACING TO BE
REMOVED.
EXISTING CONCRETE
SIDEWALK TO BE
REMOVED AND
REPLACED.
U
s
I a r
h83'5 9iV 64.00
n 88'54'03 "W ..fi9
s ` �t
f }
32' ROW TO CL -- 28' ROW TO CL'
EXISTING SIDEWALK TO REMAIN, UNO.
60'ROWWIDTH ,
I�24'CURB�
TO CURB i C
I~!• EXISTING OVERHEAD
ELECTRIC LINE TO BE
Nw .REMOVED. n
h
�P
N
0 o —
EXISTING STOP SIGN AND
STREET SIGNS TO REMAIN. k
c
{ EXISTING FIRE HYDRANT
r
I) I.
EXISTING WATER PIPE (TYP.) '2 J
°
u
—oaf -1 4e. �y - - S&54'09'e64 6o
k / (457)
J
m _
" EXISTING TREE TO REMAIN
i U
EXISTING CONCRETE
SURFACING TO BE EXISTING CONCRETE - �—
REMOVED. SURFACING TO BE G STREET
REMOVED. o
M U U
EXISTING CURB CUT I m
_ _... Tn RF RPhAnVPrl
L
r
{E)U—(E)
EXISTING BIKE ROUTE I
SIGN TO REMAIN S'
(458)
(458)—
(458)
1
EXISTING STREET LIGHT ._
SCALE 1 INCH = 20 FEET
20 0 20 40
I ��lu� V � R uuumpuuu uuu
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BROKAW SII
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowellbrokaw.com
Arthltecturo. Design.Strategy
scow o°�wne weep s�rce wa
Eugene, OR 9]001
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DIGITALLY SIGNED 2023.03.16
13:10:53-OT00'
OREGON
qy;P SAY20 1"N 4;P
V
�2#TT REIT O
VIRATIONDATE 12/31/2021
REVISIONS TO THIS SHEET
REV. DATE
SET ISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT_ TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
P.I Name
EC CARES
Springfield
Map & Tax Lot 9
17-03-35-12-06800
Fr,jw Address
XXX 8TH Street
Springfield, OR
EXISTING CONDITIONS
& DEMOLITION PLAN
C1.2
3
C
N
a
c
0
L
L
L
2
5'
N 110332.72
E 203805 01
N 110335.63
E 203819.77
N 110307.63
E 203819.55
SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.
2. FOLLOW CITY OF SPRINGFIELD STANDARDS FOR ADDITIONAL
SIGNAGE AND STRIPING.
OX KEY NOTES
# DESCRIPTION DETAIL
REF.
1 CURB RAMP 4106.0
SHEET LEGEND
t .a
PROVIDE YELLOW PAINT
ON EXISTING CURB
EASEMENT
SCALE 1 INCH = 20 FEET
20 0 20 40
4
OWELL
* r Oa
1203 Willamette Street
'Suite 210'
Eugene, Oregon 97401
5414851003
rowellurokaw.com
Architecture, DesigmStrategy
kPff -. -.
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DI61TA SIGne, 2023.03.16
13'081407W'
OREGON
qy+r 2a ta`` ,tidy
y9��TTREIIea`
EX%RATION DATE: 12/31/2023
REVISIONS TO THIS SHEET
REV. DATE
SETISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
#: 2234
PEW RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06800
Prejeq Address
XXX 8TH Street
Springfield, OR
HORIZONTAL
CONTROL PLAN
CIO
PROPERTY LINE
SAWCUT
T'
CONCRETE SIDEWALK
2
6.0
4
I
- =
ASPHALT
4 I
Cfi.O
xC
SOAKAGE TRENCH
- ! I
WOODCHIPS
j I
si
RAIN GARDEN
FILTER
-j
STRIP
PROVIDE YELLOW PAINT
ON EXISTING CURB
EASEMENT
SCALE 1 INCH = 20 FEET
20 0 20 40
4
OWELL
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1203 Willamette Street
'Suite 210'
Eugene, Oregon 97401
5414851003
rowellurokaw.com
Architecture, DesigmStrategy
kPff -. -.
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88168 9 !
DI61TA SIGne, 2023.03.16
13'081407W'
OREGON
qy+r 2a ta`` ,tidy
y9��TTREIIea`
EX%RATION DATE: 12/31/2023
REVISIONS TO THIS SHEET
REV. DATE
SETISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
#: 2234
PEW RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06800
Prejeq Address
XXX 8TH Street
Springfield, OR
HORIZONTAL
CONTROL PLAN
CIO
__---------- _ __ SHEET NOTES
1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.
2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY
DIRECTION.
3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA
- - - - - ----- -- ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES(ADAAG).
r—
GRADING LABEL LEGEND
- ^ -„;,q; _ ��� / ,i+�” ' •r CALLOUT DESCRIPTION
[X.X%I SLOPE ORIENTATION INDICATING DIRECTION OF
MAXIMUM GRADE (DOWNHILL)
SPOT ELEVATION
4 4
OF RAIN GARDEN I DESCRIPTION LISTED BELOW.
456.15 FG r -� I NO DESCRIPTION MEANS TP OR TG
ky ' /
. fXX.XX XX
•AMU e,
BS BOTTOM OF STEP
EG EXISTING GRADE
FF FINISHED FLOOR
}� a"' r '•' `\- : l: RIM RIM OF STRUCTURE
TC TOP OF CURB
ag._^' (459.3±) k'+�
TG TOP OF GROUND
(458.1±) TP TOP OF PAVEMENT
(458.4±) TS TOP OF STEP
/ ir _ w W00(i)EXISTING GRADE
r+.
(MATCH WHERE APPLICABLE)
PROPOSED MODULAR m SHEET LEGEND
1 BuaolNc IIS 1 ; m 1
FF=459.45
DRAINAGE FLOW DIRECTION
SAWCUT
(457.91) ( I 1 - - - 49 - - EX. CONTOUR MINOR
�
r�
( 50 _ __ EX. CONTOUR MAJOR
(457.8±) a9 CONTOUR MINOR (FG)
' 50 CONTOUR MAJOR (FG)
(as7s+) `NSe� (a57s±) i
---
-- (457 6+) -- (457.6±) — r 4 �,, .7 �. / / c SOAKAGE TRENCH
r
)w - 7n rC{r}w e, 3
as7) -------- _ h
(457.7t) - (457.7±) (457.7±) (457 8+) (457.5±) .. - -. ' _ ' _ ' _ ' _RAIN GARDEN
2
(457.3±) (457.1±) (4525±) (457)
.5± C6.
(457.1±) ��� (457.3±) w J
— _r
x
G STREET
4
_ i I
SCALE 1 INCH - 20 FEET
20 0 20 40
1203 Willamette Street
Suite 217..
Eugene, Oregon 97407'
5414851003
rowellbrokavecom
ArchitectD7e,Design. Strategy.
11Tff ;
��\S��HED RN EF�S�'0
�` 88168 a !
DIGITALLY9GNED 2023.«5.16
t 3:0924-07'00'
OREGON
qyy y4Y 10 10�� `'FJ`a
�7�T iREll OP
ExpileTION DATE. 12731/2023
REVISIONS TO THIS SHEET_
REV. DATE
SETISSUE DATE
SITE PLAN REVIEW 2023.03-16
_-PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Projed Name
EC CARES
Springfield
Map & Tax �t #
17-03-35-12-06800
Pmjed Addmss
XXX 8TH Street
Springfield, OR
GRADING AND
DRAINAGE PLAN
CIO
IN
OX UTILITY KEYNOTES
NOTE DESCRIPTION
1 CONNECT TO EXISTING 10" SEWER MAIN. POTHOLE TO
VERIFY IE PRIOR TO CONSTRUCTION.
2 CONNECT TO EXISTING WATER MAIN.
FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS
NOTED. SEE PLUMBING PLANS FOR CONTINUATION.
RG RAIN GARDEN
S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR
CONTINUATION. SIZE AS NOTED.
SD DOWNSPOUTS TO CONNECT TO SOAKAGE TRENCH.
TE TRASH ENCLOSURE. SEE PLUMBING PLANS FOR
SANITARY DRAIN CONTINUATION.
W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING
PLANS FOR CONTINUATION. SIZE AS NOTED.
UTILITY LABEL LEGEND
STRUCTURE LABEL
ROWELL
DETAIL
REF. BROKAW
UTILITY TYPE (S=SANITARY SEWER, W=WATER, FP=FIRE
PROTECTION)
STRUCTURE TYPE CALLOUT
XX XX -XX ID NUMBER (WHERE APPLICABLE)
X+XX.X RT X.X' LOCATION (WHERE APPLICABLE)
RIM=
IE IN = XX.X j STRUCTURE INFO (WHERE APPLICABLE)
IE OUT = XX.X
PIPE LABEL
UTILITY LENGTH
�UTILITY SIZE
� UTILITY TYPE
XXLF-XX"XX
S=X.XX°A -- SLOPE (WHERE APPLICABLE)
STRUCTURE TYPE
CALLOUT DESCRIPTION DETAIL REF.
CB CATCH BASIN
CO CLEANOUT TO GRADE
GM GAS METER
GV GATE VALVE
MH MANHOLE
OF OUTFALL
OV OVERFLOW INLET
PLUG PLUG
RG RAIN GARDEN
RP REDUCED PRESSURE BACKFLOW ASSEMBLY IN
ABOVE -GRADE ENCLOSURE
STUB STUB
TB THRUSTBLOCK
TD TRENCH DRAIN
TEE TEE CONNECTION
WM WATER METER
SHEET LEGEND
1203 Willamette Street.
Suite 210
Eugene, Oregon 97401'.
541 435 1003
rowel Ibrokaw:¢am
Architecture. Design. Strategy.
Eug-, OR 97401
01
1qTff �RR_Al�;_� - 11- -
1011ED PN eFess/oyr
88168 9 r
OIGITMLY SIGNED 2023.03.16
1311 150700'
OREGON
9$yq *4 20
767TRE1.0*
exvlw,TI DaTE 7/37023
REVISIONS TO THIS SHEET
A I "l—AW
SETISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
SOAKAGE TRENCH EC CARES
Springfield
RAIN GARDEN
Map BTax LolN
17-03-35-12-06800
4sk43xc ,i{,. -,..+i* .e+7 FILTER STRIP Projece Address
mm ��' XXX 8TH Street
Springfield, OR
UTILITY PLAN
SCALE 1 INCH = 20 FEET C 4 ■ O
20 0 20 40
a
L
_ (458) f' E
458
t
MATERIAL STOCKPILE ANDql
EQUIPMENT STORAGE > `^ f n
.ten � V -
ir
1
a
I�� i I / --- i • a
c
41
PROPOSED MODULARn
• "
BUILDING 4
\ IJ
1
4
l •
458
CONSTRUCTION TRAILERS&STAGING'^• -_--
1xc" r -_
Rau i �r� n
ROWELL
BROKAW
SHEET NOTES
1203 Willamette Street
1. CUT: 170 CY FILL: 55 CY Suite 210
2. SITE SOIL IS TYPE C- MALABON-URBAN LAND COMPLEX Eugene, Oregon 97401
5414851003
3. PROJECT IS LOCATED AT THE EDGE OF THE 20 YEAR WELLHEAD rowellbrokaw.Com
TIME OF TRAVEL ZONE.
Architecture. Design. Strategy,
4. ADDITIONAL SOIL INFORMATION CAN BE FOUND IN THE
INFILTRATION TEST REPORT FROM BRANCH ENGINEERING, INC
DATED 1112812022.
5. FLOOD NOTE: THE PROPERTY SHOWN HERON APPEARS TO LIE 800 Wniemeae Street suite 400
WITHIN OTHER AREAS ZONE X PER FIRM PANEL 41039C1 142F. ALL e°se"° o sjp1
O 59168M1 M1N2
OF THE DISTURBED AREA IS WITHIN FLOOD ZONE X. 1q)ff
r sol cea av0s
mm
-- THERE ARE NO SPRINGS OR WETLANDS LOCATED ON THE
PROPERTY.
-- THERE ARE NO DRINKING. WATER SOURCE AREAS ON OR NEAR
THE PROPERTY.
SHEET LEGEND ��\S��aEO?EREFFssioyq
— — PROPERTY LINE 88168 N r
DIGITALLY SIGNED 202308.16
49 EX. CONTOUR MINOR ' OREGON h
-- -"- -- _ EX. CONTOUR MAJOR yy y�yau,m/
,FJ
as ��(/TTREIC6
PROP. CONTOUR MINOR
50 71'1 1I0NI7 11
UA213/20Y3
PROP. CONTOUR MAJOR
EXTENT OF WORK -.
REVISIONS TO THIS SHEET
SEDIMENT CONTROL FENCE. -----
PLACE AT PROPERTY LINES, UNO REV. DATE
(SHOWN OFFSET FOR CLARITY).
® INLET PROTECTION
.tea DRAINAGE FLOW DIRECTION
TREE PROTECTION FENCE
---
-' SET ISSUE DATE
CONCRETE WASHOUT. INSTALL 20'
FROM ANY STORM FACILITY OR SITE PLAN REVIEW 2023-0316
INLET.
CONSTRUCTION ENTRANCE
PROJECT TRACKING
RBA #: 2234
PE/DP RR
N MATERIAL STOCKPILE, EQUIPMENT PM / PA: AB
�!�` ��`STORAGE. TYPE AS SHOWN. SEE
LtiaQ.-.�\1�l NOTE3.. Proiec[Name
EC CARES
Springfield
Map & Tax Loi #
17-03-35-12-06800
ProjecLAdd.S
XXX 8TH Street
Springfield, OR
EROSION CONTROL
PLAN
SCALE 1 INCH = 20 FEET ■
20 0 20 40
1
Rau i �r� n
ROWELL
BROKAW
SHEET NOTES
1203 Willamette Street
1. CUT: 170 CY FILL: 55 CY Suite 210
2. SITE SOIL IS TYPE C- MALABON-URBAN LAND COMPLEX Eugene, Oregon 97401
5414851003
3. PROJECT IS LOCATED AT THE EDGE OF THE 20 YEAR WELLHEAD rowellbrokaw.Com
TIME OF TRAVEL ZONE.
Architecture. Design. Strategy,
4. ADDITIONAL SOIL INFORMATION CAN BE FOUND IN THE
INFILTRATION TEST REPORT FROM BRANCH ENGINEERING, INC
DATED 1112812022.
5. FLOOD NOTE: THE PROPERTY SHOWN HERON APPEARS TO LIE 800 Wniemeae Street suite 400
WITHIN OTHER AREAS ZONE X PER FIRM PANEL 41039C1 142F. ALL e°se"° o sjp1
O 59168M1 M1N2
OF THE DISTURBED AREA IS WITHIN FLOOD ZONE X. 1q)ff
r sol cea av0s
mm
-- THERE ARE NO SPRINGS OR WETLANDS LOCATED ON THE
PROPERTY.
-- THERE ARE NO DRINKING. WATER SOURCE AREAS ON OR NEAR
THE PROPERTY.
SHEET LEGEND ��\S��aEO?EREFFssioyq
— — PROPERTY LINE 88168 N r
DIGITALLY SIGNED 202308.16
49 EX. CONTOUR MINOR ' OREGON h
-- -"- -- _ EX. CONTOUR MAJOR yy y�yau,m/
,FJ
as ��(/TTREIC6
PROP. CONTOUR MINOR
50 71'1 1I0NI7 11
UA213/20Y3
PROP. CONTOUR MAJOR
EXTENT OF WORK -.
REVISIONS TO THIS SHEET
SEDIMENT CONTROL FENCE. -----
PLACE AT PROPERTY LINES, UNO REV. DATE
(SHOWN OFFSET FOR CLARITY).
® INLET PROTECTION
.tea DRAINAGE FLOW DIRECTION
TREE PROTECTION FENCE
---
-' SET ISSUE DATE
CONCRETE WASHOUT. INSTALL 20'
FROM ANY STORM FACILITY OR SITE PLAN REVIEW 2023-0316
INLET.
CONSTRUCTION ENTRANCE
PROJECT TRACKING
RBA #: 2234
PE/DP RR
N MATERIAL STOCKPILE, EQUIPMENT PM / PA: AB
�!�` ��`STORAGE. TYPE AS SHOWN. SEE
LtiaQ.-.�\1�l NOTE3.. Proiec[Name
EC CARES
Springfield
Map & Tax Loi #
17-03-35-12-06800
ProjecLAdd.S
XXX 8TH Street
Springfield, OR
EROSION CONTROL
PLAN
SCALE 1 INCH = 20 FEET ■
20 0 20 40
IN
LANDSCAPE AREA CURB AT BACK OF RAMP TO
TOP OF CURB FLUSH RETAIN GROUND WHERE
WITH TOP OF SHOWN ON PLANS
SIDEWALK
6" CURB
F EXP.
6" CURB
6' MIN. (UNO)
4' MIN. (UNO)
6' MIN. (UNO)
EXP.
CURB EXP. VARIES
0" CURB EXP.
CURB EXP. VARIES
CEMENT CONCRETE
PLAN
COMPACT
SUBGRADE
3" OF BASE
COURSE
NOTES:
1. -CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS,
6" CURB - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF
EXP. TANGENCY AND AT ENDS OF EACH DRIVEWAY.
2. PROVIDE MEDIUM TO COARSE BROOM FINISH.
_,'N� CONCRETE PAVEMENT SECTION
CURB AT BACK OF RAMP
WHERE SHOWN ON PLANS
�, { jj -► Q r
3" BASE COURSE ( (
4' CONCRETE SIDEWALK
LANDING SPACE CF('TlnlJ A
CURB RAMP
SCALE: NTS
3" BASE COURSE
`— COMPACTED
SUBGRADE
SECTION B
SCALE: NTS
I SEE PLAN
CONCRETE SIDEWALK
1.5°h 4' MIN. THICKNESS
d
a.
3" SUBBASE
COURSE
NOTES:
1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION
JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS
NOTED OTHERWISE.
CONCRETE SIDEWALK
SCALE: NTS
AC SURFACE COURSE:
3" OF 1/2" DENSE GRADED,
LEVEL HMAC
•"��,ao ou° oo aaoo p°r r 6
a
,II i i i
COMPACTED x-10" OF BASE
SUBGRADE COURSE
ASPHALT PAVEMENT SECTION
SCALE: NTS
1203 Willamette. Street
Suite 210
Eugene, Oregon 97401'
5414851003
rowel lbrokew.com
Architecture. Design. Strategy.
5 16.4
lqpff __`G11 __ - .11- -
0�881168
N E�FSS/��9 P l
DIGITALLY SIGNED 2,1e 03-16
13'09'010]'00'
OREGON
syy9 `Ar 2u 10`' �y
��TTREII�@
RSPIRATION DATE: 12/37/2023
REVISIONS TO THIS SHEET _
REV. DATE
SET ISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06800
Project Address
XXX 8TH Street
Springfield, OR
CIVIL DETAILS
C6eO
4" THICK PORTLAND
TOP OF CURB FLUSH
CEMENT CONCRETE
WITH TOP OF SIDEWALK
a-
•-_° 'ed
CONCRETE
a •a•
<
rSIDEWALK
.
_
COMPACT
SUBGRADE
3" OF BASE
COURSE
NOTES:
1. -CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS,
6" CURB - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF
EXP. TANGENCY AND AT ENDS OF EACH DRIVEWAY.
2. PROVIDE MEDIUM TO COARSE BROOM FINISH.
_,'N� CONCRETE PAVEMENT SECTION
CURB AT BACK OF RAMP
WHERE SHOWN ON PLANS
�, { jj -► Q r
3" BASE COURSE ( (
4' CONCRETE SIDEWALK
LANDING SPACE CF('TlnlJ A
CURB RAMP
SCALE: NTS
3" BASE COURSE
`— COMPACTED
SUBGRADE
SECTION B
SCALE: NTS
I SEE PLAN
CONCRETE SIDEWALK
1.5°h 4' MIN. THICKNESS
d
a.
3" SUBBASE
COURSE
NOTES:
1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION
JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS
NOTED OTHERWISE.
CONCRETE SIDEWALK
SCALE: NTS
AC SURFACE COURSE:
3" OF 1/2" DENSE GRADED,
LEVEL HMAC
•"��,ao ou° oo aaoo p°r r 6
a
,II i i i
COMPACTED x-10" OF BASE
SUBGRADE COURSE
ASPHALT PAVEMENT SECTION
SCALE: NTS
1203 Willamette. Street
Suite 210
Eugene, Oregon 97401'
5414851003
rowel lbrokew.com
Architecture. Design. Strategy.
5 16.4
lqpff __`G11 __ - .11- -
0�881168
N E�FSS/��9 P l
DIGITALLY SIGNED 2,1e 03-16
13'09'010]'00'
OREGON
syy9 `Ar 2u 10`' �y
��TTREII�@
RSPIRATION DATE: 12/37/2023
REVISIONS TO THIS SHEET _
REV. DATE
SET ISSUE DATE
SITE PLAN REVIEW 2023-03-16
PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06800
Project Address
XXX 8TH Street
Springfield, OR
CIVIL DETAILS
C6eO
RIP -RAP SHALL BE
4" TO 8" QUARRY SPALLS
PER WSDOT ST. SPECS 0,13.6
UNDISTURBED SOIL -
END CAP
TOPSOIL. SEE PLANS FOR
TOPSOIL & FACILITY DEPTH
FINISHED GRADE SURFACE
A TO BE INSTALLED LEVEL
26 —
6" SD PIPE
FROM SEDIMENT TRAP
6"PERFORATED PIPE
DRAINAGE FILL
SIDE VIEW
DRAINAGE FABRIC
TOPSOIL 2' i6' 2'FINISHED GRADE SURFACE
RIP-RAPSHALL BE
PER WSDOT ST. SPECS 9-13.66T0 BE INSTALLED LEVEL
Fj
4" TO 8"QUARRY SPALLS ARIES, 6" MIN
UNDISTURBED SOIL
SOAKAGE TRENCH
N.T.S.
IN
SECTION A
RESURFACING MATCH
EXISTING PAVEMENT
SECTION
EXISTING AC SAWCUT —
PAVEMENT LINE
Z J
� J U i'
Z M Z W Y
io0 LL¢¢
Mz m
N
W
LL_
z= z
w
z ¢
D/2
PAVED UNPAVED
\ AREAS AREAS
DETECTABLE
WARNING TAPE
6"
MIN.
TYPICAL PIPE BEDDING
SCALE: NTS
y _ 6"
MIN.
D BACKFILL
STORAGE DEPTH
8" MAX. (TO OVERFLOW INLET RIM)
t BTM OF BASIN (LEVEL) .
SEE PLAN
TRACER WIRE
U
?O
v�
zo
O KEY NOTES
I INSTALL GEOJUTE PLUS OR COCONUT FIBER MATTING, 2" THICK LAYER OF PEA GRAVEL OR OTHER
NON -FLOATING MULCH.
2 STORMWATER FACILITY GROWING MEDIA PER SPECS.
3 DRAINAGE LENS COURSE it'- NO.4 OPEN GRADED AGGREGATE).
4 DRAINAGE FILL PER SPECS.
5 PLANTING SEE LANDSCAPE PLANS.
6A DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP DRAINAGE LENS 12" MIN.
6B 30 MIL IMPERMEABLE LINER, WHERE SHOWN ON PLAN.
7 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN.
%7� TYPICAL STORMWATER FACILITY SECTION
SCALE: NTS
1203 Willamette Street
quite 210
Eugene, Oregon 97401
541 4851003
rowellbrokaw.com
Architecture. Design. Strategy.
1q3ff800 WIII-Me6 6Erett. SUIe 400
on 4942
o s41 sse esoz
wz see.evos
wwwk"/(.m
�U\SS�aED P%Ne ,N Q 88
D�itfA[tY StQN€D. tam: 0316
13:11:39-0]'00'
OREGON
��#TTREl�BP
— EXPIRATION DATE: 12/31/2023
REVISIONS TO THIS SHEET
REV. DATE
SET ISSUE DATE
SITE PLAN REVIEW 2023A3-16
_ PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06800
Project Address
XXX 8TH Street
Springfield, OR
CIVIL DETAILS
C6.1
a
�
o
0
D
0 0
o D
0 'O PI
O KEY NOTES
I INSTALL GEOJUTE PLUS OR COCONUT FIBER MATTING, 2" THICK LAYER OF PEA GRAVEL OR OTHER
NON -FLOATING MULCH.
2 STORMWATER FACILITY GROWING MEDIA PER SPECS.
3 DRAINAGE LENS COURSE it'- NO.4 OPEN GRADED AGGREGATE).
4 DRAINAGE FILL PER SPECS.
5 PLANTING SEE LANDSCAPE PLANS.
6A DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP DRAINAGE LENS 12" MIN.
6B 30 MIL IMPERMEABLE LINER, WHERE SHOWN ON PLAN.
7 4" PVC PERF. PIPE, ORIENT WITH HOLES FACING DOWN.
%7� TYPICAL STORMWATER FACILITY SECTION
SCALE: NTS
1203 Willamette Street
quite 210
Eugene, Oregon 97401
541 4851003
rowellbrokaw.com
Architecture. Design. Strategy.
1q3ff800 WIII-Me6 6Erett. SUIe 400
on 4942
o s41 sse esoz
wz see.evos
wwwk"/(.m
�U\SS�aED P%Ne ,N Q 88
D�itfA[tY StQN€D. tam: 0316
13:11:39-0]'00'
OREGON
��#TTREl�BP
— EXPIRATION DATE: 12/31/2023
REVISIONS TO THIS SHEET
REV. DATE
SET ISSUE DATE
SITE PLAN REVIEW 2023A3-16
_ PROJECT TRACKING
RBA #: 2234
PE/DP RR
PM / PA: AB
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06800
Project Address
XXX 8TH Street
Springfield, OR
CIVIL DETAILS
C6.1
N
V
N
X
00
QTY
Latin Name (Common Name)
SIZE
SPACING
2
Boutsloua graelis'Blonde Ambition'
1gal.
15"oc
2 .1,
(Blue Gamma Grass)
Ginko bitane Princeton Sentry'
1.5" cal
3
@ OCamellia japonid'Budennint'
39.1,
48'.c,
Halesia mention
(Butlennint Camellia)
(Carolina SBverbell)
6
Cornus Alba'Bulbalo'
3 gal.
4' oc
(Ivory Halo Dogwood)
20
(Little L me Hytlmngea)
Y6;1:
36" oc
1
o Juncus Patens
4-
12" oc
(Patens Rush)
41
0 Pannisetum alopecuroitles
igal.
24'oc
(Hameln Fountain Grass)
gPennisetum
alopecuroitles
1gal.
36"oc
i� (Fountain Grass)
98
O Prunus laurocemsus'Mt Vernon
3ga1.
30" 0c
(Mt Vernon Laurel)
g
OPrunus lavea msus'Otto Luyken'
3 gal.
36" oc
(Otto Luyken Laurel)
9.
a, Rudbeea.
1gal.
18"oc
(Black Eyed Susan)
13
Spiraes Betulitolia
®
1 gal.
Y oc
(Slum, Load Spire.)
1
Syringa xoblata'Ludwig Spaeth'
3 al.
g
(Lutlwig Spaeth lilac)
B
OViburnum davldii
3 gal.
30" oc
(David Viburnum)
TREE LIST
QTY
Latin Name (Common Name)
SIZE
Acer sacchmm
a'Lagacy'
2
(Legacy Sugar Maple)
2 .1,
2
Ginko bitane Princeton Sentry'
1.5" cal
(Princeton Sentry Ginko)
2
Halesia mention
2" cel
(Carolina SBverbell)
3
Magnolia stellate'Royal Star
1„cal
(Royal Star Magnolia)
LEGEND
........ _'r. _:..... :. WOOD PLAYGROUND CHIPS
LAWN
i
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5 41 485 1003
rowetlbrokaw.corl
Architect ire. Ges'tgrr:.Strategy.
STAMP
®,
LORRI A NELSON
r- 0910912013
OREGON �w
ti
s�qPF
REVISIONS TO THIS SHEET
REV. DATE
SET ISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20
PRE -SUBMITTAL
SPR/DISCRETIONARY USE 2023-03-21
SUBMITTAL
PROJECT TRACKING
RBA #. 2234
P.I.C. Chris Andrejko
PM / PA: Lorri Nelson
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06700106800
Project Address
G Street
Springfield, OR
PLANTING PLAN
L-2.0
GENERAL NOTES TYPICAL SYMBOLS LEGEND SHEET INDEX
iRN p A00 Cwrent Rev.
TIPS-UO/E C S P R I N G F I E L D BHe Name Re IaepeaBy
N ALL STATES IT SHALL APPLY TO THE CURRENT
COVER SHEET
2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO 1 gIDt 1 ELEVATION BUBBLE A20 'FIRE &LIFE SAFETY PLAN
THE INTERNATIONAL BUILDING CODE (IBC)AS AMENDS➢ BY NORTH ARROW No FLOOR PIAN
O SM1L
EDITION OF THE UK OR IBC AS ADOPTED BY THAT STATE.
EXTER
OR
PERSONS WITH DISABILITIES. FINISH NOTES AND
DETAILS
FINISH NOTES ANO pETAILG
42' x 64' MODULAR DAYCARE WHEREREQDINACCORTANEFWTHOFCECTIONON Rat A40 INTERIPANELS&LOAD
RE INSTALLED IN ACCORDANCE IRE EXTINGUISHERS C SECTION 908 E 01 INTERIOR
PANELS & LOAD CALCS
SIM E1.0 ELECTRICAL & LIGHTING PIANS
4, PER WAC 296-1501 TOILET FACILITIES IN AN ADJACENT 1 SECTION BUBBLE M10 HVAC PLAN AND NOTES
FACILITY SHALL BE NOTED ON THE PLAN SUBMITTAL AND p 10 PLUMBING PLAN &NOTES
THAT THE REQUIREMENTS OF IBC CHAPTER 29, SECTION. --
2902.1 AND SECTION 2902.2 OF THE STATE BUILDING CODE
MUSTBEVERIFIEDBY THE LOCAL JURISDICTION SOLOING �\ BIM..
OFFICIAL AND SHOWN ON THE HLEA. �A1101 �.. DETAIL BUBBLE
PER OAR 9186]40015, REQUIR€D TOILET FACRJTIES MAYBE \-
L LOCATED IN AN ADJACENT FACILITY PER IBC CHAPTER 2B, SIM
SECTION 2902.33 AND THE LOCAL JURISDICTION BUILDING AI 101 DETAIL CALLOUT
" c OFFICIAL SHALL VERIFY THAT ADEQUATE FACILITIES ARE �- J
AVAILABLE BASED ON THE OVERALL OCCUPANT LOAD OF THE
ENTIRE COMPLEX.
(p 'j GRID BUBBLE
(BY OTHCABIE, FIRE PER
SYSTEM 90BE3,FIELDGR INSTALLED Table
(BY OTHERS) PER OSSCIIBC SECTION 901.2.9, GROUP E SEE
_ {a'.s - ? :% � A 1 -#.`^Y- � 5 .✓2 T1 EIEGFRIGALPIANFOR DEVICERLOC LAUTUOEAJARM N21UB S, ELEVATION LEVEL
JURISDICTION. APPROVAL PER LOCPI AUTHORITY HAVING EIBVBiIOD
JURISDICTION.
MOD A' MODULE TAG
III tee,ggqN�� }}} & IBE F PROVIDELEFIRESERPRIORTOCE CERTIFICATE
1
OCCUPANCY PER
OWNERP SECTION CERTIFICATE OF
Yv OCCUPANCY PER OFCOFC SECTION 403 O WALL TAG
D L ]. AN ACCEBSI.. ROUTE SHALL BE PROVIDED TO THE 101 DOOR TAG
BUILDING AREA AS REQUIRED IN OS IBC SECTION 1104
r' B. WHERE FLOOR LIVE LOAD EXCEEDS 50 PSF, A SURABLE SIGN /.l WINDOW TAG
SHALL BE CONSPICUOUSLY POSTED BY THE OWNER IN THE r'J
`I - L L� Jfr II 1i PART OF THE BUILDING WHERE THIS INCREASED FLOOR LIVE DESIGN PROFESSIONAL
LOAD OCCURS PER OSSCIIBC SECTION 108.1 Al REVISION TAG MICHAEL C, LEWIS P.E.�.�
_ -�'
------___— — - - TL MODERNEMS INC.
= CENTERLINE N93 PORTER RD.BE ALI O
R 9]325
}]491849
KEYNOTE levna§moaemwaam9ays+ema.wm.
p
_ DISTANCE TO PROPERTY
' LINE GREATER THAN I9.0"
------------
IANOING(BYOTHERS-
VERIFY LOCATION)
I \
o o MODA
d v - - - 2022-46-1A -
DISTANCETO/ \ -
PROPERTY I- __..-_._'----- ------ -----------
-LINE GREATER
THAN 1P -W
MOD B
2022-064 B
I
p ,l ELEC.
PANELS
--------------- ------------- .._-.--
MOD C
_MODC
1 2022-4&1C '
O.B. HB, c
/ h
i — CRAWL ACCESS
LANDING (BY OTHERS-
' VERIFY LOCATION) DISTANCE TO PROPERTY
------ LINE GREATER THAN I9 -Y
CR____i _____i
MODULE TO BE SET BY: ANE �_ --_- ______________L
SITE LAYOUT
V �L PLAN REDUCED- SEE FLOOR PLAN FOR DIMFNSIC TIS
ENERGY CODE NOTES
SYSTEM COMMISSIONING NOTES
1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED TO INSURE PROPER
INSTALLATION AND TESTING OF BUILDING SYSTEMS AS FOLLOWS:
A.) MECHANICALSYSTEMPERASHRAE6,9.2 NOT REQUIRED (EXCEPTION 012, PER ASHRAE 4.2.5.2)
SERVICE WATER HEATING PER ASHRAE 79.2 NOT REQUIRED (EXCEPTION Y2 PER ASHRAE 42.52).
LIGHTING AND CONTROLS PER ASHRAE 9.9.2 NOT REQUIRED (EXCEPTION 42, PER ASHRAE 4.2.52)
OTHER EQUIPMENT CONTROLS PER ASHRAE 10.9.2 NOT REQUIRED(E)CEPTION IS. PER ASHRAE 42.5 2)
CUSTOMER APPROVAL
7 APPROVED
G APPROVED EXCEPT AS NOTED
D REVISE AS NOTED AND RESUBMIT
BY
DATE
PLEASE RENEW AND COMMENT ON THESE
DOCUMENTS. PLEASE RETURN APPROVED SET
ORCOMMENTSBY 03101120M
FAILURE TO RESPOND BY THIS DATE COULD
CAUSE DELAYS, INCREASED COSTS, INABILITY
TO INCORPORATE YOUR CHANGES OR ALL
OF THE ABOVE
FLOOR DRAIN
E OREGON ENERGY COMPLIANCE IS PROVIDED PER OEESC AND ASHRAE 4.2.1d(a)
ANCHORSOLT
2 ALL BUILDING THERMAL ENVELOPE INSULATION SHALL SE MARKED IN
ACCORDANCE WITH ASHRAE 5.8.11 AND DOCUMENTED PER ASHRAE 5.8.1.11
ADJUSTABLE
3. WALL AND FLUOR INSULATION SHALL BE INSTALLED PER MANUFACTURER'S
TRUCK
INSTRUCTIONS. FLOOR CAVITY INSULATION SHALL REMAIN IN CONTACT WITH
ABOVE FINISH FLOOR
UNDERSIDE OF FLOOR SHEATHING PER ASHRAE 5 8,15
END >
4. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR SEALED
ALUMINUM
PERASHRAESA.3.1.2
MFR.
5, OREGON AIR BARRIER COMPLIANCE: ALL AIR BARRIER MATERIALS SHALL BE ASTM
BRONZE ANODIZED
22178 RATED AS LISTED IN ASHRAE TABLE 58.3.1 FOOTNOTE (a) ITEMS 1-13
FIBERGLASS
6. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER
BOARD
ASHRAE5.B.2.2
]. AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING 100°.6 OUTSIDE AIR PER
BLOCK
ASHRAE 6.5.1.1.1
SIM. SIMILAR
0. ECONOMIZER HIGHMUMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER
TRASH
MANUFACTURERS SPECIFICATIONS, ASHRAE 6.5.1.13
ENCLOSURE
BOT.
_
BY OTHERS
9, MECHANICAL VENTIIATIM SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE
TRUCK
OUTSIDE AIR SUPPLY TO THE MINIMUM REQUIRED PER ASHRAE 6.5.321 AND B53.9(a)
END
FRT
FACE OF FRAMING
BV.
BOTTOM VENT
10. OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE RATED PER ASHRAE TABLE
&4.9.4.3 TO INCLUDE CLASS I MOTORIZEO DAMPERS WITH MAXIMUM AIR LEAKAGE
CEDAR
RATE OF 10 CFMIFIF(GRAVITY BACKARAFi DAMPER MAY SE USED FOR RESTROOM
-
EXHAUST FANS WHEN AIR FLOW IS LESS THAN 300 CFM)
DISTANCE TO
11. COMPLIANCE WITH ASHRAE 54 3 3 VESTIBULES TO BE PER GREGG E3OIGh )
PROPERTY _
CL
LINE GREATER
SAW
THAN 19-0'
CLO,
CEILING
ABBREVIATIONS
SYSTEM COMMISSIONING NOTES
1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED TO INSURE PROPER
INSTALLATION AND TESTING OF BUILDING SYSTEMS AS FOLLOWS:
A.) MECHANICALSYSTEMPERASHRAE6,9.2 NOT REQUIRED (EXCEPTION 012, PER ASHRAE 4.2.5.2)
SERVICE WATER HEATING PER ASHRAE 79.2 NOT REQUIRED (EXCEPTION Y2 PER ASHRAE 42.52).
LIGHTING AND CONTROLS PER ASHRAE 9.9.2 NOT REQUIRED (EXCEPTION 42, PER ASHRAE 4.2.52)
OTHER EQUIPMENT CONTROLS PER ASHRAE 10.9.2 NOT REQUIRED(E)CEPTION IS. PER ASHRAE 42.5 2)
CUSTOMER APPROVAL
7 APPROVED
G APPROVED EXCEPT AS NOTED
D REVISE AS NOTED AND RESUBMIT
BY
DATE
PLEASE RENEW AND COMMENT ON THESE
DOCUMENTS. PLEASE RETURN APPROVED SET
ORCOMMENTSBY 03101120M
FAILURE TO RESPOND BY THIS DATE COULD
CAUSE DELAYS, INCREASED COSTS, INABILITY
TO INCORPORATE YOUR CHANGES OR ALL
OF THE ABOVE
FLOOR DRAIN
A.B.
ANCHORSOLT
FO
ADJ,
ADJUSTABLE
FON
TRUCK
AF F.
ABOVE FINISH FLOOR
F.E.
END >
AL
ALUMINUM
F.E.C.
MFR.
SA
BRONZE ANODIZED
FGL
FIBERGLASS
W.
BOARD
R.R.
ELK.
BLOCK
FIN.
SIM. SIMILAR
B.O.
BOTTOM OF
F,O.FIN.
MARRIAGE LINE
BOT.
BOTTOM
F.OFRM
iLECTRICAL
BRCH
BIRCH
FRT
FACE OF FRAMING
BV.
BOTTOM VENT
FS
CDR.
CEDAR
FTAO
CT CAN SMETER
w
CONTROLJOINT
GA.
MIXING VALVE
CL
CENTERLINE
SAW
NLC.
CLO,
CEILING
G.C.C.
GAUGE
CUR.
CLEAR
TMP TEMPERED SAFETY GLAZING
CMU
CONCRETE MASONRY UNIT
GLB
T.O. TOP OF
C.O.
CLEAN OUT
GYP.
NOT TO SCALE
GONG
CONCRETE
HB
OBS
CONT.
CONTINUOUS
HC
TRUCK
CPT
CARPET
HE
END
DBL
DOUBLE
HM
BE
DRINKINGFOUNTAIN
HSS
INSTALLED VCT VINYL COMPOSITION TILE
DIA
DIAMETERINFU.
DPP.
WATER
GM
DIMENSION
INSUL.
OSA
GS
DOWNSPOIi
INT.
HOLLOW METAL
DTL
DETAIL
KD
OW
DISHWASHER
L.
WC WATER CLOSET
EA.
EACH
IAV
PUNCH &DIMPLE
ELEC
ELECTRICAL
LH
PF
ELEV..
ELEVATIONS
LHOS
INTERIOR
EQUIP.
EQUIPMENT
LVL
EXIST.
EXISTING
PLACES
M.
EXTERIOR
PLYWD
PLYWOOD
E.W.
EACH WAY
LAVATORY
SYSTEM COMMISSIONING NOTES
1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED TO INSURE PROPER
INSTALLATION AND TESTING OF BUILDING SYSTEMS AS FOLLOWS:
A.) MECHANICALSYSTEMPERASHRAE6,9.2 NOT REQUIRED (EXCEPTION 012, PER ASHRAE 4.2.5.2)
SERVICE WATER HEATING PER ASHRAE 79.2 NOT REQUIRED (EXCEPTION Y2 PER ASHRAE 42.52).
LIGHTING AND CONTROLS PER ASHRAE 9.9.2 NOT REQUIRED (EXCEPTION 42, PER ASHRAE 4.2.52)
OTHER EQUIPMENT CONTROLS PER ASHRAE 10.9.2 NOT REQUIRED(E)CEPTION IS. PER ASHRAE 42.5 2)
CUSTOMER APPROVAL
7 APPROVED
G APPROVED EXCEPT AS NOTED
D REVISE AS NOTED AND RESUBMIT
BY
DATE
PLEASE RENEW AND COMMENT ON THESE
DOCUMENTS. PLEASE RETURN APPROVED SET
ORCOMMENTSBY 03101120M
FAILURE TO RESPOND BY THIS DATE COULD
CAUSE DELAYS, INCREASED COSTS, INABILITY
TO INCORPORATE YOUR CHANGES OR ALL
OF THE ABOVE
FLOOR DRAIN
MAX.
MAXIMUM
SC SOLIDCORE
FOUNDATION
MOO
MEDIUM DENSTY OVERLAY
SF STOREFRONT
FIRE EXTINGUISHER
MECH.
MECHANICAL
SH SINGLE HUNG
FIRE EXTINGUISHER CABINET
MFR.
MANUFACTURER
SHT. SHEET
FIBERGLASS
MIN.
MINIMUM
SHTG. SHEATHING
FLOOR
MISC.
MISCELLANEOUS.
SIM. SIMILAR
FINISH
M.L.
MARRIAGE LINE
SIMP. SIMPSON
FACE OF FINISH
MOD.
MODULE
SO. SQUARE
FACE OF FRAMING
MPL
MAPLE
S.S. STAINLESS STEEL
FIRE-RESISTANTTREATED
MTL.
METAL
STN. STAIN
FLOOR SINK
MV
MIXING VALVE
STRUCT. STRUCTURAL
FORCE TRANSFER AROUND OPENINGS
NLC.
NOT IN CONTRACT
TIM. TIMELY
GAUGE
NOM.
NOMINAL
TMP TEMPERED SAFETY GLAZING
GALVANIZED
NRW
NARROW (LITE)
T.O. TOP OF
GENERAL CONTRACTOR COORDINATE
WE
NOT TO SCALE
TTP TAPE, TEXTURE & PAINT
(NOT BY MODERN - SITE INSTALLED)
OBS
OBSCURE
TYP. TYPICAL
GLULAM BEAM
O.C,
ON CENTER
U,NO. UNLESS NOTED OTHERWISE
GYPSUM
OFCI
OWNER FURNISHED CONTRACTOR INSTALLED OR URINAL
HOSE BIB
OFO
OWNER FURNISHED OWNER
INSTALLED VCT VINYL COMPOSITION TILE
HOLLOW CORE
DPP.
OPPOSITE
VC. MNYLCOATED
HEM FIR
OSA
OUTSIDE AIR
VWS VINYL WRAP SURROUND
HOLLOW METAL
QS.B.
ORIENTED STRAND BOARD
WI WITH.
HOLLOW STRUCTURAL SECTION
OVHG
OVERHANG
WC WATER CLOSET
INFORMATION
PD
PUNCH &DIMPLE
VO WOOD
INSULATION
PF
PREFINISHED
WH WATER HEATER
INTERIOR
PLANT
PLASTIC LAMINATE
KNOCKDOWN
PLCS
PLACES
LONG
PLYWD
PLYWOOD
LAVATORY
PNT
PAINT
LEFT HAND
P.T.
PRESSURETREATED
LEFT HAND OUT SWING
REFRIG
REFRIGERATOR
SANITARY PLUMBING WARNING&DISCLAIMER
SANIAR DISCIUIDSITE
LAMINATEDVENEER LUMBER
RECD
REQUIRED
CiI hasTHEN CIVIL IpRMTE3
0.p tlIN THE NEEDS
---
RH
RIGHT HAND
yy99 I IMFIC laca9R rteleva.
RHOS
RIGHT HAND OUT SWING
ata Tbererore Motlem sM1aA lwl be respols blefw atltlh rol wMs aM
�$ \
tt
R.O.
ROUGHOPENING
h tlNeys �Mlp to Ble cannechon MbuM�san9eryl b stiff
ATL- 4�4
sa011arymse Atltl i mmi was and time aeIWY may be imsaTed by Giem IN
REGARDS TO DESIGN, EXCAVATION FOUNDATION, PLUMBING AS
WELL AS OTHER ITEMS.
LbltAT
2�'
1 IT, I
A 20 21
T EE.
.n
KITCHEN
\ T
1
B /STORAGEA STORAGI
- -
C--
--------- 20._8.._
_ _ _ _ _ 20'.6• �
I
J �- �.. CLASSROOM
CLASSROOM B
A
RES TR
OOM
)
11-
lb l l-1
� r
D\
T OFFICE A
/E� I
STAF� RJR
L/ I I
OFFICE B 1 j
E V I E
19-T
�L
_p -- - - - - -- / ENTRY ^-- - - - - -- 20'-2'- -
I, m
FIRE AND LIFE SAFETY PLAN NOTES ajj-FiREx LIFE SAFETY PLAN- PI -AN REoucFe- sFF FLOOR PLAN FORDIMENSIONS
1. FIRE DEPARTMENT KEY BOX AND LOCATION TO BE
PROVIDED SY OTHERS
2. FIRE EXTINGUISHERSTO BE5LS 2A 108C, BYOTHERS
3. BUILDING ADDRESS IDENTIFICATION ANO LOCATION TO
BE PROVIDED AND MAINTAINED BY OTHERS
FIRE AND LIFE SAFETY SYMBOLS LEGEND
OCGGROUP=^ % X'.X° COMMON PATH DISTANCE
OCC. LOAD - %%�-%_ — EXIT ACCESS DISTANCE
10 EXIT LOAD
- -- PATH OF EGRESS
EGRESSSTARTPOINT
EGRESS DIRECTION
Fel FIREEXTINGUISHER
(BY OMER)
REV.iMSCRIPTION
DESIGN CRITERIA
GENERAL.
CONSTRUCTIONTYPE
VB(NON-SPRINKLERED)
OCCUPANCY GROUP (ISO CH. 3)
E( ELEMENTAROPRESCHOOL AND KINDERGARTEN)
BUILDING AREA I STORES (18C TABLE 504, 5)6.2)
I ALLOWABLE 9500 SO FT. 1(2) STORY ACTUAL'. SR7 SQ FT 1(1) STORY
DISTANCE TO PROPERTY LINE OR ASSUMED PROPERTY LINE
NORTH: IO MIN
Loe- Factor
SOUTH: 10'MIN
CLVSSROOMA
EAST: IO MIN
]]9 SF
WEST: 10 MIN.
EXTERIOR WALL RATING (IRS TABLE 802)
FIRE SEPARATION DISTANCE 19 OR GREATER, NO RATING REQUIRED
OCCUPANCY LOAD (IBC TABLE 1004.5)
81 OCCUPANTS, SEE SUMMARY ON SHEET A 0.1
FIRE RESISTIVE RATING REQUIRMENTS
NONE REQUIRED
ATTIC DRAFTBTOPPING (ISG BEC. 118.4)
NOT REQUIRED
NUMBER OF EXITS (IBC SEC. 1006)
REQUIRED: (1), PROVIDED: (2)
COMMON PATH OF EGRESS (IBC TABLE IDO6 21)
ALLOWABLE 75 FET, ACTUAL 67 FEET MAX.
TWO EXITS OR EXIT ACCESS DOORWAYS (IBC SEC. 1007)
N4
EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1008.53(2),109:2)
ALLOWABLE 200 FEET ACTUAL: S]FEET MAX.
CORRIDOR CONSTRUCTION (IBC TABLE IWO.1)
NA
CORRIDOR WIDTH (BE TABLE 1020.2)
NA
ELECTRICAL
TC
ELECTRICAL SERVICE LOAD
(2) 200A/ 120C40V )1 PH.
et
82.1 kVA
MECHANICAL
VENTILATION OCCUPANCY LOAD LIMO TABLE 4933.1.¶
R? OCCUPANTS, SEE SUMMARY ON SHEET MIO_
4C
CLIMATEZONE
HEATING
SPV/HP
_.-
AIR CONDITIONING
VES
PLUMBING.
PLUMBING OCCUPANCY LOAD (ISO TABLE 1004.5, 2902.1)
82 (41 MALE 141 FEMALE)
PLUMBING FIXTURES REQUIRED (IBC TABLE 2902,1)
WC (2). LAV (2)
PLUMBING FIXTURES PROVIDED
WC (4) MALE: I-Ni(4)
QUANTITY OF PLUMBING FIXTURES
(9)
STRUCTURAL
REQUIRED SPECIAL INSPECTIONS
STEEL COLUMN WELDING SDSPENDED CEILING W/BERG CLIPS
ROOF SNOW LOAD
M PSF
.FLOOR LIVE LOAD
50 ESE
Lambtla=1.00 VIA =120 MPH Need -93 MPH) 3 SECOND GUST EXP B
WIND LOAD
SEISMIC
BEARINGWAILSYSTEM: Ss=LLGC, F,=1.265
Sos = 0.564 RISK CATEGORY II
6 = 10 SEISMIC DESIGN CATEGORY D, SITE CLASS D
THIS SET OF PLANS PREPARED AND SUBMITTED FOR APPROVAL
UNDER THE FOLLOWING CODES'.
BUILDING 2019 OSSC
MECHANICAL 20190MSC
FIRE 2019 OFC
PLUMBING 2921 OPSC
ENERGY 2021 GORE
ELECTRICAL 20210EESCASHRAE 909-2019
ACCESSIBLITY ICCA19.1-2009
OCCUPANT LOAD SCHEDULE
_____-__--o¢OPam
Function
Of $0.
Arae
Loe- Factor
Lo li
CLVSSROOMA
]]9 SF
29
39 li
CLASSROOMB
_ _
Ae SF
20
39
KITCHEN
141 SF
200_
1
OFFICER
_
105 SIF17F
158
1
OFFICE B
106 SF
150
1
TC
et
_ L FC
I I MIN ,(OCI]F _
TI CLEAR TN
_ KITCHEN
4 L1 A4.0) 461M
I13
g
a 8 A4.0) `- IRANGE(OFCI) 6 m A4.0 0
FMO A] _ ooD CFcpL-
OPCI) Q
REF
I 0 - I
ROOF
(-4)
�1� 12
\ _
$TORAGEA STORAGES
._ - _- - — - - - - - - - - —
TYR
m r
a
_ J CLASSROOM W
2
CLASSROOM B
o MECH
A CA RE�TROOM
e �0) v UNRB
[MOD B
MECNITR LO 2 '�A PANEL
-I LZONE PAN _ AS \
NI
I A_
EI -
D
p 6'. m^ s' -z' STAFF RIR -\
F TVP. TYP. �l6 1 � � � � i�A4.o
vv
CL
I
MOD C yI OFFICER o AtQ OPFICEBI�
CIG z�
C 73
- / EN TRY_
O
/ oG Na �61 C T / - _ - os.
3.0' 4'.0'
31.0'
4' 4•
4"
4'- 0•
2'-16" 2' -10'
4'-0" 1'. P
4'.4"
5. 0"
3' 6'•
r2)
3' -S'
4-1-
C3
23'-lV'
4. 0'_2'•
4-2,•
23'-10"
4' 0"
e'-4'
2' -d'
8-0'
W-0.
S' -1O°
8' 6"
_
- Kill
FLOOR PLAN
3'.%'
5'.10'
6' 0' Y 0"
6'
D.S.
OA
0.��)
I
i
�
(
HB,
i l,3) �
�^J
lJ
D.S.
_ L FC
I I MIN ,(OCI]F _
TI CLEAR TN
_ KITCHEN
4 L1 A4.0) 461M
I13
g
a 8 A4.0) `- IRANGE(OFCI) 6 m A4.0 0
FMO A] _ ooD CFcpL-
OPCI) Q
REF
I 0 - I
ROOF
(-4)
�1� 12
\ _
$TORAGEA STORAGES
._ - _- - — - - - - - - - - —
TYR
m r
a
_ J CLASSROOM W
2
CLASSROOM B
o MECH
A CA RE�TROOM
e �0) v UNRB
[MOD B
MECNITR LO 2 '�A PANEL
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D
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F TVP. TYP. �l6 1 � � � � i�A4.o
vv
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MOD C yI OFFICER o AtQ OPFICEBI�
CIG z�
C 73
- / EN TRY_
O
/ oG Na �61 C T / - _ - os.
3.0' 4'.0'
31.0'
4' 4•
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4'- 0•
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4'-0" 1'. P
4'.4"
5. 0"
3' 6'•
3' -S'
4-1-
3' 0"
131. IV,
18' 4"
13-10
W-0.
FLOOR PLAN
PLAN REDUCED- SEE FLOOR PLAN FOR DIMENSIONS
SHEAR WALL TYPE IS BEARING WALL SYSTEM USING
LIGHT -FRAME (WOOD) WALLS SHEATHED WITH
WOOD STRUCTURAL PANELS. ALL EXTERIOR WALL
PIERS WITH MAXIMUM ASPECT RATIO OF 2'.1 ARE
CONSIDERED AS ENGINEERED SHEAR WALLS
ENLARGED PLAN NOTES
1. PLUMBING FIXTURE DIMENSIONS
z� ARE FROM FACE OF FINISH SJ N.C.)
2. SLOPE FLOOR 4'-4' DIA. AROUND
T4FLOOR DEAN, MIN. 1/1T SLOPE. ADD " 16-4" 4- 2x(FLAT)SLOCKATALLEDGES-
TTP.
ri
WALL -
C sA 1 I RESTROOM 11 10)
F0.1 / b'
2 x6 PLUMBING 5'-0" T -DWI I' 3'-0516"
WALL
I
FURRING
WALL
1'-6" L 5'-1314' 3'-1516' I'-6316 I.
I c CL
� C 4
ENLARGED RESTROOM PLAN
21
-- - I �2xe3MBING
WALLi
�E�
6
MOP SINK
11 A4a 1z �L_ - I
2x 5 PLUMBING - ) STAFF RIR
WALL m
�FO-1[
40 GAL. WATER /
HEATER
5 5"
z' -S' L 11 m z 3-
CE
4 _ c
n ENLARGED STAFF FIR PLAN
TRIM T SIMILAR
(SITE INSTALL) GRIDS DIEE
12�
SITE INSULATE ��•V� C �V B'/)
--
STL. COLUMNS
t
C / V A&
IUR
SIMWi AT A TRIM
Oti
4x6 (SITE INSTALLED)
SIDING INTERIOR FINISH
STUDS AT 16" O.C. � V.0. GYP. BOARD
12'LBLKRIPPED
TO FIT AT 113 PTS 7I18" 0.5.B. SHEATHING
(SITE INSTALLED)
WALL- EXT. MARRIAGE
q-15� WALL iNT. COLUMN GRIDS 6/C
YROUGH OPENING=
CALLSIZE+2-114"
STL COLUMNS y
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--���OPSIGNCRITPRN
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FILLER MATERIALS
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AS DOCUMENTS
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NONE
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REFERENCE
REFERENCE
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ALSO 360 ASS
MATERIAL VEREICATGN OF WELD
AISC 360 N32
p
MANUFACTURER'S
FILLER MATERIALS
TABLE TIm2
APPLICABLE AWS
CERTIFIED TEST REPORTS
AS DOCUMENTS
SINGLE PASS FILLET WELDS
GREATER THAN N16"
X
ALL WELDS VISUALLY INSPECTED
'--
TABLE I7o52
AWS
PERAWSD1.ia9
SINGLE SS LESS
SECTION6
SECTION
THAN EQUAL TO 511WDB
THAN OR EODALT05116"
X
WOOD
CONNECTIONS FOR OVPHRAGM
CHORDS, COLLECTORS,
1M&11.2
X
ALL FASTENER&CONNECTIONS
BRACING, AND SHEAR WALL
VISUALLY INSPECTED
ANCHOPAGE AND HOLDOWNS
GEOTECHNICAL
VERIFY MATERIALS BELOW
SHALLOW FOUNDATIONS ARE
X
ADEQUATE TO ACHIEVE THE
DESIGN BEARING CAPACm'
TABLEt105.6
PRESCIPTIVE LOAD BEARING
VALUES PER TABLE 1606.2 FOR
VERIFY EXCAVATIONS ARE
EXTENDED TO PROPER DEPTHX
SILTYSAND SOIL
AND HAVE REACHED PROPER
MATERIAL
ROOF SHEATHING SCHEDULE
MICKNESS
APASPAN RAZING
EDGE NNLING
REM NAILING
BLACKING NOTES
1-LB
4SQ4 MIN.
IW@6"0.C.
IDC@ITC.O
NONE
2'
RUBBER PLAYGROUND PROTECTIVE
SURFACING ON 5" SLAB ON GRADE WI
18"D THICKENED SLAB EDGES. PROVIDE
4" MIN. COMPACTED SUB BASE -----
3" DIA. DOWNSPOUT. PROVIDE
BRACKETS FASTENED TO HSS
POSTAT60"O.C. -
STORM DRAIN/. REFER TO
CIVIL UTILITY PLAN ,
1 112" 112"
ALT #1
Covered play structure, rubber surfacing, and
footings shown on sheets A-111 & A-112.
Concrete slab to be included in base bid, see Civil.
n COVERLAY AEA
ED PRSECTION
1.0'
3
A-111
-0"
44'
DASHED LINES INDICATE
PLYWOOD SHEATHING
24" NGONCRE EPIER ICONS �
B. IO.. IB
TVP, 38'-0"
T-V� 4L-0' Y-4 0" 4 0 4'7g. 4'- 4'-(Y' 4'-0 ti 4' 4-0' 3•-U" 1 -
GALVANIZED("SCH40
, (STD) POSTS, TYP.
A-112 I a--- i
i
I 1 3
I
I
_ .. i �_�_.I. _s__ ,• �-- A-112 N
— GLB 3.1/8"%13.5 TYP
{ --
I
I I I II,
I'. II.
I I ROOF FRAMING
'7 118" = 1'-0"
RUBBER SURFACING
TRANSITION
CORRUGATED METAL ROOFING OVER
HIGH -TEMP, SELF ADHERED
MEMBRANE UNDERLAYMENT.
3-- T.O.
POST432 6 HIGHGA
GB-118"X5BEAMS `
@HIGH AND LOW END
- -�-- GLB3-116"X73.5"RAFTER, TYP.
11"r
4 .BROKAW
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowelibrokaw.com
Architecture. Design. Strategy
STAMP
ALIGNSIABWITH
ADJACENTSIDEWALK
dN
T.O. SLAB
REF. GRADING PLANTg-
_ T.O. FOOTING -
a1,-4„ fi REVISIONS TO THIS SHEET
IIII—il II REV. DATE
FOUNDATION / SLAB PLAN
A -n1 118" = 1`-0"
SET ISSUE DATE
SPRIDISCRETIONARY USE 2023-02-20
PRE -SUBMITTAL
SPR/DISCRETIONARY USE 2023-03-21
SUBMITTAL
-- COORDINATE EDGE OF SLAB
WITH MOW STRIP AT (E)
FENCE LINE PROJECT TRACKING
-S 3" DIA. DOWNSPOUT. PROVIDE RBA #: 2234
REFER TOCIVuUTILITYTILITY PLAN PIC: JOHN ROWELL
SLEEVE THROUGH
FOR STORM CONNECTION. PM/PA: LORRINELSON
,
I� Project Name
(E)FENCE EC CARES SPRINGFIELD
- CONCRETE MOW STRIP COVERED PLAY AREA
BELOW iE) FENCE; REFER
TO LANDSCAPE DETAILS
Pmject Address
SLAB ON GRACE
CONTROLJOINTS 812 G Street
DASHED Springfield, OR
COVERED PLAY AREA
e - PLANS & SECTION
A-111
ALT #1 CORRUGATED METAL ROOFING
Covered play structure, rubber surfacing, and
footings shown on sheets A-111 & A-. O2 - FASTEN FLASHING @
112
g EVERY RIB OR I2"O.G.ff 11
Concrete slab to be included in base bid, see Civil
TOP CLOSURE SET
10d@60C 3.0 � rjr' � IN SEALANT
GAB RAFTER W/ NOTCHED ENDS \\ _ 2 — - _ - 16dT OENAI BLOCKING,BEVEL TOP -Tr - _ Ir
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LAP ROOF UNDERLAYMENT PEAK FLASHING
OVER GUTTER - II
OVER
RCLEATOOF ERLAYMENT
1' WIDEGUTYERSTRAP@� �� � __ _ - - _ � � OVER CLEAT 1203 Willamette Street
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IV RIB OF METAL ROOFING --- _ \ _ - - L- - - --- _ —
�� - - -_ -`- - - - - _1= - coer.2x FASCIA FAsrEND Eugene, Oregon0397401
TO
CONT. SHEET METAL GUTTER - -- � - _ 2X BLOCKING BETWEEN RAFTERS - - F RAFTER
OXTENSI R
5414851003
" RAFTER EXTENSION
I - _ 1 ,\ rowellbrokaW.com
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NOTCH TOP OF BEAM SO THAT RAFTER EXTENSION IS
CONT. 2X FASCIA FASTENED X/ 1L-- - - RAFTER IS CONTINUOUS - _- CONTINUOUS Architecture. Design. Strategy.
TO ENDS OF GLULAM RAFTER
3" DIA. PREFINISHED DOWNSPOUT
y CLR "�� CONCEALED RANGE, FACE \ CONCEALED FLANGE, FACE
ALUMINUM DOWNSPOUT - --- MOUNT HANGER. FLANGE,
---- NONCE HANGER. FLANGE,
HUC3.25N PEAK FLASHING&CLEAT HUC3.25/9
AT POST. TVR 4112'
} 1 PI -1W BEAM SADDLE
WASH R&NUTOP OF -
GUTTER PLASHING -�
PL1WAP AT
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''. POSTS, TYP
STAMP
5
ROOF EDGE / GUTTER DETAIL
—
A-112 -
ROOF EDGE DETAIL
6 -- - -
A-112 --�-d- 17_ou
CORRUGATED METAL ROOFING REVISIONS TO THIS SHEET
- -- FULL COVERAGE, SELF ADHERED
O
B / ROOFING UNDERLAYMENT REV. DATE
CENTER PLYWOOD SHEATHING JOINT PLYWOOD SHEATHING; PER
ON GLULAM BEAM. LAYOUT PER ROOF /A SHEATHING SCHEDULE
FRAMING PIAN ON A-111 I
/BEAM SADDLE DETAIL
M
III
GLUCAN RAFTER
CONCEALED FLANGE
RAFTER HANGER
L ` 1/4"PL STEEL SADDLE,
BOTH SIDES OF BEAM
�- 1/4" PL STEEL POST CAP
- - ---- 6"SCH 40 POST
#4 TIES AT S" O.C.
T O
q u..
.1L Y
CONCRETE PIER DETAIL
- ----
A-112
1.1 _ 11-01.
2 SET ISSUE DATE
6"SCH40 POST BEYOND RUBBER PLAYGROUND
\ PROTECTIVE SURFACE SPR/DISCRETIONARY USE 2023-02-20
5'SL460N GRADE WITH
#4 16' O.C. EA. wnv -- 2'-0„ PRE -SUBMITTAL
THICKENED SLAB EDGE --------- /— RUBBER FALL SURFACE
� I
TRANSITION AT SIDEWALK SPR/DISCRETIONARY USE 2023-0321
® �I SUBMITTAL
AT SLAB CL --- SIDEWALK
#4@18"O.C. 6Lrzyll-
yi PROJECT TRACKING
(2)1/2"X15"THREADED ROD -1 l
W1 NUT EA SIDE, (1) EA. WAY RBA #: 2234
AT TOP AND BOTTOM OF I
POSTEMBEDMENr P.I.C: JOHN ROWELL
' = 419.33� PM / PA: LORRI NELSON
Project Name
-%i
EC CARES SPRINGFIELD
a�> COVERED PLAY AREA
� - I
2 , .,L J L!_ J. i = Pmjed Address
1, I I I (�
812 G Street
L f t N
Springfield, OR
(8) VERTICAL #4 BARS i °-
_
#4 TIES AT 6'O.C. °(
COVERED PLAY AREA
LII 11 - DETAILS
-RUN i itll H Am112
1 TYPICAL FOOTING & SLAB EDGE DETAIL
% -
FASTEN ROOF WITH NEOPRENE WASHER
SCREW AT VALLEYS PER ROOF
j
---
MANUFACTURER RECOMMENDATIONS.
FASTEN FLASHING 24" O.C. SET
@
ON CONTINUOUS STRIP OF BUTYL
-
TAPE AT BOX RIB
),
ROOF EDGE FLASHING
o
LAP ROOF UNDERLAYMENT OVER CLEAT
EDGE FLAS4,ING&CLEAT
CONT. 2X FASCIA FASTEND TO
UNDERSIDE OF ROOF SHEATHING
r
---_-
GLUCAN RAFTER
77
r�
ry
r
N
�
o
N
m
o
ROOF EDGE
DETAIL - RAKE
L
A-112
#4 TIES AT S" O.C.
T O
q u..
.1L Y
CONCRETE PIER DETAIL
- ----
A-112
1.1 _ 11-01.
2 SET ISSUE DATE
6"SCH40 POST BEYOND RUBBER PLAYGROUND
\ PROTECTIVE SURFACE SPR/DISCRETIONARY USE 2023-02-20
5'SL460N GRADE WITH
#4 16' O.C. EA. wnv -- 2'-0„ PRE -SUBMITTAL
THICKENED SLAB EDGE --------- /— RUBBER FALL SURFACE
� I
TRANSITION AT SIDEWALK SPR/DISCRETIONARY USE 2023-0321
® �I SUBMITTAL
AT SLAB CL --- SIDEWALK
#4@18"O.C. 6Lrzyll-
yi PROJECT TRACKING
(2)1/2"X15"THREADED ROD -1 l
W1 NUT EA SIDE, (1) EA. WAY RBA #: 2234
AT TOP AND BOTTOM OF I
POSTEMBEDMENr P.I.C: JOHN ROWELL
' = 419.33� PM / PA: LORRI NELSON
Project Name
-%i
EC CARES SPRINGFIELD
a�> COVERED PLAY AREA
� - I
2 , .,L J L!_ J. i = Pmjed Address
1, I I I (�
812 G Street
L f t N
Springfield, OR
(8) VERTICAL #4 BARS i °-
_
#4 TIES AT 6'O.C. °(
COVERED PLAY AREA
LII 11 - DETAILS
-RUN i itll H Am112
1 TYPICAL FOOTING & SLAB EDGE DETAIL
GENERALNOTES- ELECTRICAL
A. ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETE SET OF PLANS AND
CONTRACT DOCUMENTS. THE ELECTRICAL SCOPE OF WORK IS DEFINED BY THE COMPLETE
SET OF CONTRACT DOCUMENTS. THIS INCLUDES BUT ISNOT LIMITED TO REFERENCING:
CML PLANS FOR ADDITIONAL SITE UTILITY INFORMATION, MODULAR BUILDING CONTRACT
DRAWINGS FOR EQUIPMENT TERMINATION LOCATIONS AND ROUGH -IN REQUIREMENTS.
B. INTERIOR DISTRIBUTION EQUIPMENT, POWER DEVICES, EQUIPMENT CONNECTIONS,
LIGHTING, AND LIGHTING CONTROLS ARE FURNISHED AND INSTALLED BY THE MODULAR
BUILDING SUPPLIER. COORDINATE ROUGH -IN LOCATIONS WITH THE FINAL SUBMITTED AND
APPROVED MODULAR BUILDING PLANS PRIOR TO PROCUREMENT AND INSTALLATION.
CODE NOTES - ELECTRICAL
A. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND
NATIONAL CODES.
B. THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE SHALL BE THE STANDARD FOR
THE ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE
OBTAINED. NOTIFY DESIGN TEAM OF ANY DISCREPANCIES BETWEEN THE PROJECT MANUAL
OR DRAWINGS AND THE GOVERNING CODE.
C. REFER TO PROJECT MANUAL AND PROJECT CODE REVIEW SHEET FOR LIST OF APPLICABLE
CODES.
INSTALLATION NOTES - ELECTRICAL
A. CONTRACTOR IS RESPONSIBLE FOR OPENINGS IN WALLS CREATED BY THEIR WORK
PENETRATIONS SHALL BE SEALED IN ACCORDANCE WITH THE RATINGS OF THE
AFFECTED WALL. OPENINGS IN EXTERIOR WALLS SHALL BE MADE WATERTIGHT. REFER
TO ARCHITECTURAL CODE PLAN FOR RATED WALLS.
ELECTRICAL ABBREVIATIONS
A
DEVICE MOUNTED +8" ABOVE
NIC
NOT IN CONTRACT
xxx
X
EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE
COUNTER TOP (VERIFY LOCATION)
NM
NONMETALLIC
SHEET REFERENCE
AFF
ABOVE FINISHED FLOOR
NTS
NOT TO SCALE
ATS
AUTOMATIC TRANSFER SWITCH
OC
ON CENTER
C
CEILING
OFCI
OWNER FURNISHED
UTILITY METER
CB
CIRCUIT BREAKER
SPD
CONTRACTOR INSTALLED
�Q
CT
CURRENTTRANSFORMER
OFOI
OWNER. FURNISHED,
PANELBOARD-RECESSED IN WALL
E
EXISTING ITEM TO REMAIN
OWNER INSTALLED
EC
ELECTRICAL CONTRACTOR
R
EXISTING ITEM TO BE REMOVED
EM
EMERGENCY LIGHT FIXTURE
RR
EXISTING ITEM TO BE REMOVED AND
ER
NEW LOCATION OF EXISTING ITEM
RELOCATED
F
ROUGH IN FOR FUTURE DEVICE
RN
EXISTING ITEM TO BE REMOVED AND
FAAP
FIRE ALARM ANNUNCIATOR PANEL
REPLACED WITH NEW
FACP
FIRE ALARM CONTROL PANEL
SCCR
SHORT CIRCUIT CURRENT RATING
FSD
FIRE SMOKE DAMPER
T
.TAMPER PROOF DEVICE
G
GROUND FAULT CIRCUIT INTERRUPTER
TCC
TEMPERATURE CONTROL CONTRACTOR
GND
GROUND
TV
TELEVISION
KVA
KILO -VOLT-AMPERES
TYP
TYPICAL
KW
KILOWATTS
UPS
UNINTERRUPTIBLE POWER SUPPLY
MC
MECHANICAL CONTRACTOR
V
VOLTS
MCB
MAIN CIRCUIT BREAKER
VA
VOLT-AMPERES
MDP
MAIN DISTRIBUTION PANEL
WG
WIREGUARD COVER
MLO
MAIN LUGS ONLY
WP
WEATHERPROOF DEVICE
N
NEW DEVICE IN EXISTING LOCATION
WR
WEATHER RESISTANT DEVICE'.
+24" INDICATES MOUNTING HEIGHT CENTER
LINE OF DEVICE TO FINISHED FLOOR
GENERALSYMBOLS
ECONDUIT SLEEVE
JQ JUNCTION BOX, CEILING OR FLOOR MOUNTED.
JUNCTION BOX, WALL MOUNTED, ELEVATION AS NOTED.
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowellbrokaw.com
Architecture. Design. Strategy.
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503-2124612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
_REV -01 _. ___.....2021-03-29_—
SETISSUE DATE
SPR/DISCRETIONARYUSE 2023-02-20
PROJECT TRACKING
RBA #:
CIRCUIT HOMERUN, CONCEALED CONDUIT OR CABLE
®
KEYNOTE
xxx
X
EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE
' SIM
DETAIL DRAWING REFERENCE TAG, SIM -SIMILAR, TYP-TYPICAL, OPP-OPPOSITE
Alol
SHEET REFERENCE
POWER SYMBOLS
JUNCTION BOX. WITH PULLSTRING, WALL MOUNT,
Y
Y
REFER TO PLAN OR DETAIL FOR MOUNTING HEIGHT
GROUND BAR
T❑
UTILITY TRANSFORMER
UTILITY METER
SPD
SURGE PROTECTIVE DEVICE
�Q
SAFETY DISCONNECT SWITCH
PANELBOARD-SURFACE MOUNTED
s
PANELBOARD-RECESSED IN WALL
SURFACE MOUNTED ELECTRICAL DISTRIBUTION EQUIPMENT
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowellbrokaw.com
Architecture. Design. Strategy.
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503-2124612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
_REV -01 _. ___.....2021-03-29_—
SETISSUE DATE
SPR/DISCRETIONARYUSE 2023-02-20
PROJECT TRACKING
RBA #:
2234
P.I.C:
Chris Andrejko
PM / PA:
Lorri Nelson
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06700/06800
Project Address
G Street
Springfield, OR
ELECTRICAL
GENERAL NOTES $
SYMBOLS
E000
IN
x
TELECOMMUNICATIONS CABLING SCHEDULE
SYSTEM SERVED
UNSHIELDED TWISTED
PAIR CATEGORY
HORIZONTAL
CABLE COLOR
DATA
JACK COLOR
PATCH CORD
COLOR
STATION
CORD COLOR
FIRE DETECTION AND ALARM
CATEGORY 6
RED
RED
- RED
RED
DATAA/OICE
CATEGORY 6A
BLUE
BLUE
BLUE
BLUE
WIRELESS ACCESS POINT
CATEGORY 6A
WHITE
WHITE
WHITE.
WHITE
NOTE: ALL CABLING SHALL BE PROVIDED A 10 FOOT SERVICE LOOP ON EACH END OF THE HORIZONTAL RUN.
MANAGE ALL CABLING WITH HOOK AND LOOP TYPE FASTENERS. USE OF ZIP TIES SHALL NOT BE ACCEPTED.
TECHNOLOGY GENERAL NOTES
A. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH
ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH -IN SHALL
COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED
WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE
BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS,
LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL,
AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. ANY REWORK
OF INSTALLED EQUIPMENT WILL BE AT THE CONTRACTOR'S EXPENSE.
B. INCORPORATE INTO INSTALLATION COMMUNICATIONS AND LIFE SAFETY/SECURITY
SYSTEM SPECIFICATIONS, DRAWINGS, STATE AND LOCAL CODES, AND OTHER
APPLICABLE REQUIREMENTS.
C. EACH TRADE IS RESPONSIBLE TO MAKE PENETRATIONS WHERE REQUIRED IN EXISTING
OR NEW WALLS, FLOORS, AND CEILINGS. PENETRATIONS SHALL BE NEAT. ANY
OVERCUT SHALL BE CONCEALED OR CAULKED. OPENINGS IN EXTERIOR WALLS SHALL
BE MADE WATERTIGHT,
D. ALL NEW CONDUITS SHALL BE PROVIDED WITH A FULL LENGTH NYLON PULL STRING TO
ALLOW EASE OF CABLE INSTALLATION.
TELECOMMUNICATIONS DISTRIBUTION NOTES
A. PROVIDE PENETRATIONS AND PATHWAYS AS REQUIRED TO ROUTE ALL CABLING
INFRASTRUCTURE ILLUSTRATED IN THE DRAWINGS. TREAT EACH NEW PENETRATION
AS A 1 -HOUR FIRE RATED WALL UNLESS OTHERWISE NOTED. PROVIDE REQUIRED FIRE
STOPPING TO MAINTAIN THIS RATING.
B. REAM CONDUIT TO REMOVE BURRS AND ROUGH EDGES. PROVIDE A PROTECTIVE
BUSHING AT THE END OF ANY CONDUIT STUB TO PROTECT CABLING INFRASTRUCTURE,
C. PROVIDE CABLE SUPPORT FOR ROUTING ALL NEW INFRASTRUCTURE. INSIDE OF ABOVE
ACCESSIBLE CEILING SPACES, CABLING CAN BE FLOWN FREE-AIR UTILIZING J -HOOKS,
BRIDLE RINGS AND OTHER ACCESSORIES TO SUPPORT CABLING. CABLE SHALL NOT BE
ALLOWED TO REST ON TOP OF CEILING TILES OR TO UTILIZE GRID SUPPORT SYSTEM.
D. ALL OPEN CEILING AREAS SHALL HAVE CABLING CONCEALED IN CONDUIT. EXPOSED
CABLING SHALL NOT BE ACCEPTED.
E. ROUTE CONDUIT SERVING WORK AREA DATA OUTLETS VERTICALLY, CONCEALED
WITHIN THE WALL FROM OUTLET BOXES TO ABOVE ACCESSIBLE CEILING. PROVIDE
PROTECTIVE BUSHINGS AT THE CONDUIT TERMINATIONS FOR CABLING PROTECTION.
EQUIPMENT ROOM FITTINGS NOTES
A. TELECOMMUNICATIONS CABINET LOCATION SHALL BE APPROVED BY THE OWNER AND
MODULAR BUILDING CONTRACTOR PRIOR TO ANCHORING OR INSTALLING EQUIPMENT.
PROVIDE A PRE -CONSTRUCTION COORDINATION MEETING AND INCLUDE DESIGN TEAM
AND OWNER TO ENSURE PROPER CONFIGURATION OF SCHEDULED EQUIPMENT. ROOM
LAYOUT ILLUSTRATED IN THE DRAWINGS IS FOR BID PURPOSES ONLY.
B. BIDDING CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS FOR
TELECOMMUNICATION ROOM WALL COVERINGS:
a. PROVIDE AC GRADE PLYWOOD THAT IS PAINTED ON ALL SIDES WITH TWO
COATS OF A WHITE FIRE -RETARDANT PAINT.
b. PROVIDE FIRE-RETARDANTAC GRADE PLYWOOD THAT IS PAINTED WHITE BUT
LEAVING THE FIRE RETARDANT MARKINGS/SEAL EXPOSED FOR INSPECTION
PURPOSES.
C. ANCHOR RACK(S) TO THE FLOOR OR WALL UTILIZING MANUFACTURER APPROVED
HARDWARE.
D. PROVIDE ALL REQUIRED CABLE TRAY/RUNWAY ACCESSORIES INCLUDING BUT NOT
LIMITED TO: WATERFALL RADIUS DROP, OFFSETS, BRACKETS, AND RACK ATTACHMENT
HARDWARE.
E. CLEAN ALL SURFACES OF ROOM PRIOR TO OWNER'S INSTALLATION OF ACTIVE
NETWORK EQUIPMENT.
CABLING NOTES
A. CATEGORY CABLING SERVING DATA AND VOICE APPLICATIONS SHALL BE TESTED TO
ENSURE ALL ELECTRICAL CHARACTERISTICS ARE COMPLIANT WITH THE SPECIFIED
CLASSIFICATION (6 AND/OR 6A). UTILIZE FLUKE DSX EQUIPMENT OR EQUIVALENT AND
PROVIDE ELECTRONIC RESULTS DURING CLOSEOUT PROCEDURES. ANY INSTANCE OF
CABLING FAILING THE PERFORMANCE TEST SHALL BE RECTIFIED BY THE CONTRACTOR
THROUGH RE -TERMINATION OR RUNNING NEW CABLING AT NO COST TO THE OWNER.
B. PROVIDE A CERTIFIED INSTALLATION BY THE MANUFACTURER. ENSURE THE WARRANTY
IS PROVIDED AS THE SPECIFICATIONS REQUIRE.
C. WILD RETURN AIR IS EXPECTED IN THE PLENUM SPACES OF THIS PROJECT.
THEREFORE, PROVIDE PLENUM RATED CABLING FOR ALL FLOWN INFRASTRUCTURE IN
THE ABOVE ACCESSIBLE CEILING SPACES.
TECHNOLOGY RESPONSIBILITY MATRIX
PROVISION RESPONSIBILITIES DEFINED OFOI
COMMUNICATIONS- TELECOM SYSTEMS:
ROUGH -IN, PATHWAYS AND SLEEVES
RACKS, FRAMES AND ENCLOSURES
CABLE MANAGEMENT
UNINTERRUPTIBLE POWER SUPPLIES (RACK MOUNT) •
PLYWOOD BACKBOARDS
_. _..----_-------
OPTICAL FIBER BACKBONE CABLING
COPPER HORIZONTAL CABLING
OPTICAL FIBER HORIZONTAL CABLING
DATA COMMUNICATIONS SWITCHES AND HUBS
DATA COMMUNICATIONS WIRELESS ACCESS POINTS
VOICE COMMUNICATIONS SWITCHING AND ROUTING EQUIPMENT
SAFETY- FIRE DETECTION AND ALARM:
ROUGH -IN, PATHWAYS AND SLEEVES
INITIATING FIELD DEVICES (SMOKE, MANUAL PULL, MONITOR MODULES)
NOTIFICATION APPLIANCES (HORNS, STROBES, SPEAKERS)
MISCELLANEOUS DEVICES (RELAYS, TEST STATION, ANNUNCIATOR) -
OFCI I CFCI 1 MBC
0
w
OFOI OWNER FURNISHED & OWNER INSTALLED
OFCI OWNER FURNISHED & CONTRACTOR INSTALLED
CFCI CONTRACTOR FURNISHED & CONTRACTOR INSTALLED
MBC FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR
GENERAL NOTE:
A. MATRIX IS NOT INTENDED TO BE EXHAUSTIVE TO COVER ALL MATERIALS NECESSARY FOR SCOPE
AND SHOULD ONLY BE USED TO QUICKLY IDENTIFY SYSTEMS AND RELATED INFRASTRUCTURE
INSIDE AND OUTSIDE THE BID OF THIS PROJECT. ANY ITEMS FURNISHED OR INSTALLED BY THE
BIDDING CONTRACTOR SHALL COVER ALL REQUIRED APPURTENANCES NECESSARY FOR A
COMPLETE SYSTEM. THIS SHALL INCLUDE BUT NOT BE LIMITED TO, EQUIPMENT, ACCESSORIES,
TERMINATIONS, TERMINATION COMPONENTS, ALL FINAL CORDAGE CONNECTIVITY, SOFTWARE,
PROGRAMMING, AND THE LABOR TO INSTALL.
TELECOMMUNICATIONS INFRASTRUCTURE SYMBOLS
v DATA CABLING - SEE SCHEDULE FOR EXACT REQUIREMENTS
WAP
WIRELESS ACCESS POINT- SEE SCHEDULE FOR EXACT REQUIREMENTS
Q CABLE TELEVISION LOCATION - RADIO GRADE CABLING
SEE RISER DIAGRAMS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
GROUNDING AND BONDING SYMBOLS
n—a GROUNDBAR
TMGB
I
Toe
I
TELECOMMUNICATIONS MAIN GROUND BAR
TELECOMMUNICATIONS GROUND BAR
SEE RISER DIAGRAM AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS J
TELECOMMUNICATIONS GROUNDING & BONDING NOTES
A. INSTALLATION OF THE COMMUNICATIONS GROUNDING AND BONDING SYSTEM SHALL BE
COMPLIANT WITH TIA-607-D. REFER TO SPECIFICATION 27 05 26 FOR ADDITIONAL
INFORMATION.
B. THE TBC SHALL NOT EXCEED 30 FEET AND SHALL BE EQUAL IN SIZE (GAUGE) TO THE
LARGEST TELECOMMUNICATIONS BONDING BACKBONE.(TBB) CONDUCTOR..
CONTRACTOR IS ENCOURAGED TO INSTALL THE PRIMARY BONDING BACKBONE (PBB)
INSIDE THE MAIN ELECTRICAL ROOM TO KEEP TBC DISTANCES SHORT.
C. APPLY ANTI-CORROSION/OXIDATION COMPOUND TO THE LUG AND LUG SURFACE OF
EACH TELECOMMUNICATIONS BUSBAR.
ROW
p Rrz W
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowellbrokaw.com
Architecture. Design. Strategy.
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503-2124612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
BEV1N _- _. 2021-,Q3-29_____ -
SETISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20
PROJECT TRACKING
RBA #: 2234
P.I.C: Chris Andrejko
PM / PA: Lord Nelson
Projed Nam
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06700/06800
Proal Address
G Street
Springfield, OR
ELECTRICAL
GENERAL NOTES &
SYMBOLS
E001
FIRE DETECTION AND ALARM SYMBOLS
[] MANUAL FIRE ALARM PULL STATION
SMOKE DETECTOR
DUCT SMOKE DETECTOR
O HEAT DETECTOR
COMBINATION HORN WITH STROBE - WALL MOUNTED
COMBINATION HORN WITH STROBE -CEILING MOUNTED
C
STROBE - WALL MOUNTED
A STROBE -CEILING MOUNTED
1�1 HORN -WALL MOUNTED
LHJ� HORN -CEILING MOUNTED
AIM ADDRESSABLE INPUT MODULE
AOM ADDRESSABLE OUTPUT MODULE
OM SD FAN SHUT DOWN RELAY -ADDRESSABLE OUTPUT MODULE
FACP FIRE ALARM CONTROL PANEL+ EMERGENCY COMMUNICATIONS PANEL
r_FAAj FIRE ALARM REMOTE ANNUNCIATOR
ROWELL
BROKAW
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowellbrokaw.com
Architecture, Design. Strategy.
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503-212-4612
STAMP
REVISIONS TO THIS SHEET
REV.,k DATE
RFV -n1 9091-09-99
FIRE DETECTION & ALARM NOTES
A. FIRE ALARM SYSTEM (DEFERRED APPROVAL): FIRE ALARM ITEMS AND DEVICES ARE
SHOWN IN SUGGESTED LOCATIONS. CONTRACTOR SHALL EXTEND EXISTING FIRE
ALARM SYSTEM TO SERVE NEW DEVICES AS REQUIRED BY APPLICABLE CODES AS
SUITABLE FOR THE BUILDING OCCUPANCY AND IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS AND EQUIPMENT LISTINGS. SUBMIT FIRE ALARM DRAWINGS, SET ISSUE DATE
DIAGRAMS, PROGRAMMING, AND CALCULATIONS FOR APPROVAL. COORDINATE DEVICE - - -- `—
LOCATIONS WITH OTHER SYSTEMS.
B. EXISTING FIRE DETECTION AND ALARM SYSTEM MUST REMAIN OPERATIONAL WITH NO SPR/DISCRETIONARY USE 2023-02-20
DOWNTIME TO THE SYSTEM.
C. INTERFACE NEW DEVICES WITH NEW MECHANICAL EQUIPMENT FOR FAN SHUT DOWN,
SMOKE DAMPER AND COMBINATION FIREISMOKE DAMPER PURPOSES, WHERE
REQUIRED BY CODE.
D. EXTEND THE EXISTING NOTIFIER FIRST COMMAND NFS-320 FIRE DETECTION AND ALARM PROJECT TRACKING
SYSTEM TO LOCATIONS ILLUSTRATED ON THE DRAWINGS
RBA #: 2234
E. FIRE ALARM ITEMS AND DEVICES ARE SHOWN IN SUGGESTED LOCATIONS. FINAL P.LC: Chris Andreiko
LAYOUTS, LOCATIONS, AND QUANTITIES SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES, MANUFACTURER'S RECOMMENDATIONS, AND EQUIPMENT LISTINGS. PM / PA: Lord Nelson
COORDINATE LOCATIONS WITH LIGHTING AND AIR HANDLING SYSTEMS.
F. ALL FIRE ALARM CIRCUITRY IN EXPOSED CEILING SPACES SHALL BE IN W CONDUIT PER Project Name
SPECIFICATIONS. EXPOSED CABLING SHALL NOT BE ACCEPTED. A A� ^ A
G. ALL CONCEALED, ACCESSIBLE CEILING TILE LOCATIONS SHALL BE ALLOWED TO HAVE EC (C CARES
OPEN AIR CABLING INSTALLED. PROVIDE J -HOOKS, BRIDLE RINGS AND ASSOCIATED Springfield
rn
CABLE SUPPORTS TO KEEP INFRASTRUCTURE MANAGED AND OFF OF THE CEILING TILE. p g
H. ELECTRICAL CONTRACTOR SHALL PROVIDE FIRESTOPPING ATALL RATED Map & Tax Lot#
PENETRATIONS PER THE SPECIFICATIONS. PENETRATIONS AT EXTERIOR WALLS SHALL ]-Q.3-.3rJ-1 2-067OO/O6HOO
BE MADE WATERTIGHT.
Project Address
G Street
Springfield, OR
ELECTRICAL
GENERAL NOTES &
SYMBOLS
E002
s
{
APPROX. LOCATION OF
EXISTING UTILITY POLE A
XX
fK
UTILITYTRANSFORMER 3 C X,
y-/AB/OVE GROUND
SECONDARYBOX r �x, >k I F<
�" UTILITY SECONDARY CONDUIT — �, j r x
r'fMIN 36 BELOW GRADE s x
s
"MISSING ITEMS
LJICSPARE TO
(1) 1"C (FIBER) OWNERS ISECONDARY BOX I I 7-
INTERNET PROVIDER 14-,1 ..
k
MIN 18" BELOW GRADE x
{� x
I k
l� (1) i'CSPARE I i n
(E) UTILITY POLE - t
d�/ EC CARES
/ CLASSROOM BUILDING
CT CABINETAND
METER BASE
—
s.
^
- -
SECONDARY BOX , {` - ,`�} j r X - - -
X
\3/ 1 NEW ELECTRICAL SITE PLAN_.-__
I = 20'-0"
ELECTRICAL GENERAL NOTES
A. ELECTRICAL SITE UTILITIES AND INFRASTRUCTURE SHOWN ARE
SCHEMATIC. UTILITY INFRASTRUCTURE AND MATERIALS INCLUDING
CONDUITS, PADS, CONNECTIONS, METERING EQUIPMENT, PULL
BOXES, AND OTHER REQUIRED SERVICE PROVISIONS SHALL BE
INSTALLED BY THE CONTRACTOR PER UTILITY COMPANY
REQUIREMENTS. CONTRACTOR SHALL CONTACT THE UTILITY
COMPANY REPRESENTATIVE TO OBTAIN UTILITY DESIGN DRAWINGS
AND TO SCHEDULE MILESTONE INSPECTIONS.
CONTACT:
SPRINGFILED UTILITY BOARD (SUB)
DAVE KANDLE
(541) 736-3296
DAVEKA@SUBUTIL.COM
B. CONDUIT ROUTES AND LOCATIONS ON ELECTRICAL SITE PLAN ARE
SCHEMATIC. REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR
COORDINATION OF SITE UTILITIES AND DIMENSIONAL LOCATIONS.
MAINTAIN PROPER SEPARATION OF DRY AND WET UTILITIES PER
CML REQUIREMENTS. CALL UNDERGROUND LOCATING SERVICES 48
HOURS IN ADVANCE AND PRIOR TO WORK. FIELD LOCATE, TRACE
AND MARK EXISTING UNDERGROUND UTILITIES AND PROTECT IN
PLACE EXISTING UTILITIES TO REMAIN. COORDINATE WITH CIVIL AND
LANDSCAPE SITE PLANS FOR ROUTING AND LOCATIONS OF
EQUIPMENT, VAULTS, PAVEMENT, PATHWAYS AND OTHER SITE
ELEMENTS AND UTILITIES.
C. REFER TO ONE -LINE DIAGRAM ON E200 FOR CONDUIT SIZES AND
ADDITIONAL REQUIREMENTS RELATED TO ELECTRICAL UTILITY
PROVISIONS.
D. ROUTE UTILITIES IN SHARED TRENCH WHERE FEASIBLE. MAINTAIN
MINIMUM 12" SEPARATION BETWEEN ELECTRIC SERVICE CONDUITS
AND OTHER UTILITIES. REFER TO CIVIL ENGINEERED DOCUMENTS
FOR ADDITIONAL REQUIREMENTS.
E. CONTRACTOR SHALL PROVIDE DESIGN/BUILD PACKAGE TO BORE
ELECTRICAL SERVICE BETWEEN EXISTING UTILITY POLE AND
TRANSFORMER PADNAULT. CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL DESIGN, PRODUCTS, AND CONSTRUCTION TO INSTALLED
BORED UTILITY, INCLUDING CASINGS, AS REQUIRED, AND
CONNECTIONS TO EXISTING AND NEW SYSTEMS BEYOND THE
BORING LIMITS AS INDICATED ON THE DRAWINGS. CONTRACTOR
SHALL SUBMIT DESIGN/BUILD PACKAGE FOR REVIEW BY DESIGN
TEAM AND AS A DEFERRED SUBMITTAL FOR PERMITTING. WHERE
EXCAVATIONS ARE REQUIRED, CONTRACTOR SHALL RESTORE,
REPAIR, AND RETURN EXCAVATED AREAS AND FINISHED SURFACES
TO MATCH EXISTING CONDITION. WHERE EXISTING SIDEWALKS ARE
REMOVED, SAWCUT AND REPLACE FULL PANELS TO MATCH EXISTING
CONDITION.
F. FOR BURIED SERVICES, PROVIDE WARNING TAPE 12" FROM BELOW
FINISHED GRADE, RUNNING THE ENTIRE LENGTH OF THE SERVICE
CONDUIT.
G. PROVIDE A COMPLETE FIBER OPTIC INFRASTRUCTURE SOLUTION
THAT EXTENDS THE SCHOOL'S WIDE AREA NETWORK TO THE NEW
EC CARES CLASSROOM BUILDING. PROVIDE 25FT CABLING LOOP ON.
EACH END. REFER TO TELECOMMUNICATIONS RISER DIAGRAM FOR
ADDITIONAL REQUIREMENTS.
ROWELL
BROKAW
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
'�- _ rowelthrokaw.com
Architecture. Design. Strategy.
-- -.
KCL 296 E. 5th Ave,
X x Suite 501
Eugene OR 97401
ENGINEERING 503-2124612
STAMP
KEYNOTES
1 PROVIDE AND INSTALL 24" RADIUS 3" ELBOWS FROM POLE.
2 PROVIDE 1"C SPARE CONDUIT FOR SUB FIBER.
REVISIONS TO THIS SHEET
REV. DATE
REV -01 2021-03-29 -
SETISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20
PROJECT TRACKING
RBA #: 2234
P.I.C: Chris Andrejko
PM / PA: Lorri Nelson
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-35-12-06700/06800
Project Address
G Street
Springfield, OR
ELECTRICAL SITE
PLAN
E100
r -
ELECTRICAL GENERAL NOTES
A. ROUGH -IN BOXES AND CONDUIT PATHWAYS FOR DEVICES SHOWN
ARE FURNISHED AND INSTALLED BY MODULAR BUILDING
CONTRACTOR.
B. PROVIDE J -HOOKS AS NEEDED FOR CABLING DISTRIBUTION ABOVE
ACCESSIBLE CEILINGS.
KEYNOTES
1 NOTE
2
3 NOTE
4 NOTE
5 NOTE
6
/'T\ ELECTRICAL AND TELECOM / FIRE ALARM FLOOR PLAN
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414851003
rowellbrokaw.com
Architecture. Design. Strategy
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503-212.4612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
.REV -01 __.. - 202L-03-29
SETISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20.
PROJECT TRACKING
RBA #: 2234
P.I.C: Chris Andrejko
PM / PA: Lord Nelson
Project Name
EC CARES
Springfield
Map &Tax Lot#
17-03-35-12-06700/06800
Project Address
G Street
Springfield, OR
ELECTRICAL AND
TELECOM / FIRE
ALARM FLOOR PLAN
E101
GRADE
NOTTOSCALE
IN
(E) UTILITY POLE.
TRANSFORMER#4P1960
240D/120YV. I PHASE.
)URRENT 9470 AMPS
RISER DIAGRAM GENERAL NOTES RISER DIAGRAM KEYED NOTES: ROWELL
A. DIAGRAM INDICATES GENERAL LAYOUT OF ELECTRICAL 1. 6 -JAW CT METER BASE WITH PROVISIONS FOR MOUNTING A TEST
DISTRIBUTION SYSTEM. REFER TO FLOOR PLANS FOR SWITCH BLOCK WITH METER CLIP CONFIGURATION AS DIRECTEDBROKAW
EQUIPMENT LOCATIONS. BY UTILITY. - -
B. REFER TO SITE PLAN FOR ADDITIONAL REQUIREMENTS AND 2. PROVIDE SECONDARY BOX PER UTILITY REQUIREMENTS.
UTILITY CONTACT INFORMATION. 1203 Willamette Street
3. VAULT AND LID PROVIDED BY UTILITY, DELIVERED AND INSTALLED Suite 210
C. ALL WIRING SHALL BE IN RACEWAY AS NOTED. REFER TO BY CONTRACTOR. Eugene, Oregon 97401
SPECIFICATIONS FOR CONDUIT APPLICATION REQUIREMENTS. 541 4851003
4. BORE CONDUIT UNDER BUS LOOP DRIVEWAY. COORDINATE
D. INSTALL UTILITY TRANSFORMER PAD, VAULT, CT CAN, TERMINATION LOCATION WITH UTILITY. REFER TO SITE PLAN FOR rowellbrokaw.com
METERING EQUIPMENT, AND SERVICE ENTRANCE CONDUIT IN ADDITIONAL INFORMATION.
ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS: Architecture. Design, Strategy.
5. FURNISHED AND INSTALLED BY MODULAR BUILDING
E. ELECTRICAL EQUIPMENT, FEEDERS, AND BRANCH CIRCUITING CONTRACTOR. COORDINATE WORK WITH MODULAR BUILDING
SERVING THE MODULAR BUILDING ARE FURNISHED AND SYSTEMS.
INSTALLED BY THE MODULAR BUILDING CONTRACTOR, UNLESS
OTHERWISE NOTED, CONTRACTOR SHALL CONTACT THE 6. SINGLE-PHASE CT CABINET (CTS BY UTILITY).
MODULAR BUILDING REPRESENTATIVE TO OBTAIN BUILDING 296 E. 5th Ave,
DESIGN DRAWINGS AND TO COORDINATE INSTALLATION OF 7. PROVIDE AND INSTALL 24" RADIUS 3" ELBOWS FROM POLE TO Suite 501
WORK INCLUDED IN THIS CONTRACT. SECONDARY BOX KCL Eugene OR 97401
CONTACT: 8, PROVIDE 1"C FOR SPARE CONDUIT FOR SUB FIBER. ENGINEERING 503-212A612
MODULAR BUILDING SYSTEMS (MBS)
DOUG SMITH
(503)509-8408 STAMP
DSMITH@MODERNBUILDINGSYSTEMS.COM
COPPER FEEDER SCHEDULE
TAG
PHASE/NEUTRAL
GROUND
CONDUIT
4003P
BY UTILITY
-
(1) 2"
4003S
BY UTILITY
-
(2) 3"
O
REVISIONS TO THIS SHEET
REV. #k DATE
SET ISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20
PROJECT TRACKING
RBA #: 2234
P.I.C: Chris Andrejko
PM ! PA: Lord Nelson
PANELA PANELB 1
I Project Name
i
14000 1d 120/24„v EC CARES
4r10A 200A
c6 NICS Springfield
Map 8 Tax Lot #
17-03-35-12-06700/06800
Pmje Address
5 $ G Street
E2o2 E202 Springfield, OR
ELECTRICAL
ONE -LINE DIAGRAM
E200
TELECOMMUNICATIONS RISER GENERAL NOTES:
A. REFER TO FLOOR PLANS AND SPECIFICATIONS FOR CABLING AND SYSTEM
DESCRIPTIONS, AND ADDITIONAL REQUIREMENTS,
B. PROVIDE OPTICAL TIME DOMAIN (OTDR) TESTING ON EACH STRAND OF NEW
FIBER OPTIC INFRASTRUCTURE TO CONFIRM INTEGRITY.
C.
INTERIOR.
— —
---_
''
MODEL
r
I IDF ROOM itIW '
,T'i@GJ hlbC CION
WALL MOUNTED
i'
TO
WIDTH
EQUIPMENT
64 FsIENln'?Y MrYF I
----.
----. --_
�
---III '
#12-24 SCREW HOLES
OWNERSFIBER',.
UPS AS INDICATED
COLOR
NETWORK l\ i
TERMINATION
HORIZONTAL MANAGEMENT AS
EQUIPMENT'
(�)0
6A
(EXISTING)
PATCH
CABLING
I
PANELS
IDF ROOM- VENETA ELEMENTARY SCHOOL
TELECOMMUNICATIONS RISER KEYED NOTES:
1. (1)12 -STRAND INDOOR/OUTDOOR RATED SINGLE -MODE OS2 FIBER OPTIC
CABLE FURNISHED BY CONTRACTOR, FIBER SHALL BE ROUTED IN INNERDUCT
THROUGH CONDUIT FROM EXISTING OF TO NEW IDF: REFER TO TECHNOLOGY
SITE PLAN AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. FIBER TERMINATION EQUIPMENT FURNISHED BY CONTRACTOR. PROVIDE (1) LC -
STYLE CASSETTE AND ADAPTER PANEL. PROVIDE (1) 1U RACK MOUNT
ENCLOSURE TO HOST FIBER CASSETTE, PANDUIT FRME1 U, OR APPROVED
EQUAL.
3. COORDINATE THE INSTALLATION OF NEW FIBER CABLING AND TERMINATION
EQUIPMENT IN EXISTING IDF RACK WITH IT DEPARTMENT. MECHANICAL
TERMINATION OF FIBER STRANDS WILL NOT BE ACCEPTED.
F-
— —
— — — — — — — — —
INTERIOR
OFFICE B
MODEL
FIBEROWNER'S
MOUNT
WALL MOUNTED
TERMINATION NEWORK
_
24.00"
WIDTH
EQUIPMENT
DEPTH
24 O VERTICAL RAIL
O
#12-24 SCREW HOLES
POWER
UPS AS INDICATED
COLOR
BLACK -
MGMT.
HORIZONTAL MANAGEMENT AS
CATEGORY 6ACATEGORY
6A
PATCH
CABLING
PANELS
WAP
C 6A
CABLING
OSPUNDERGROUND
CONDUIT
MODULAR BUILDING
ROWELL
>I.Ir O �,.
i
1203 Willamette Street
Suite 210
Eugene, Oregon 97401
5414$51003
rowellbrokaw.com
Architecture. Design. Strategy.
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503-212-4612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
r` ) TELECOMMUNICATIONS RISER DIAGRAM 2021-O3-29
UJ NOT TO SCALE
(TMGEh �� U
c K0
T o
BONDING CONDUCTOR FOR L
TELECOMMUNICATIONS -
(BCT)
TO ELECTRICAL SYSTEM GROUND
BAR AT BUILDING DISCONNECT 1
TO EXPOSED STRUCTURAL STEEL
TO ALL EXPOSED CONDUIT SLEEVES
TO AC ELECTRICAL PANEL BOARDS
TELECOMMUNICATIONS
BONDING CONDUCTOR --
(TBC)
GROUNDING AND BONDING RISER DIAGRAM GENERAL NOTES:
A. THIS DETAIL IS INTENDED TO SHOW CONNECTIVITY REQUIREMENTS FOR THE COMMUNICATIONS GROUNDING
AND BONDING SYSTEM. SIZE ALL CONDUCTORS IN COORDINATION WITH THE NEC AS WELL AS THE TIA-607-C
RECOMMENDATIONS. SEE SPECIFICATION SECTION 27 0526 FOR ADDITIONAL INFORMATION REGARDING
CONDUCTORS, SIZES AND CONNECTIVITY REQUIREMENTS.
B. SIZE EACH TELECOMMUNICATIONS GROUND BAR APPROPRIATELY TO HOST ALL REQUIRED CONNECTIONS.
C. ALL CONNECTIONS TO AND WITHIN THE AC GROUNDING ELECTRODE SYSTEM SHALL BE MADE UTILIZING
EXOTHERMIC WELDING. ALL OTHER CONNECTIONS SHALL BE DONE UTILIZING IRREVERSIBLE COMPRESSION -
TYPE CONNECTIONS.
TELECOMMUNICATIONS GROUNDING
NOT TO SCALE
SWITCH"
-
WIRE MANAGEMENT
- -UPS, -.-
h IDF-EC.CARES
NOT TO SCALE
NEW RACK SCHEDULE
(DENT.
— ---
IDF.EC-CARES
CHATSWORTH PRODUCTS, INC.
MODEL
CUBE IT 11840.X24 _
MOUNT
WALL MOUNTED
HEIGHT
_
24.00"
WIDTH
-
DEPTH
24 O VERTICAL RAIL
HOLES
#12-24 SCREW HOLES
POWER
UPS AS INDICATED
COLOR
BLACK -
MGMT.
HORIZONTAL MANAGEMENT AS
INDICATED.
RACK DIAGRAM GENERAL NOTES:
A. COORDINATE FINAL EQUIPMENT LAYOUT WITH OWNER PRIOR
TO ORDERING & INSTALLATION.
B. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
C. ' INDICATES OWNER PROVIDED EQUIPMENT.
SETISSUE DATE
SPR/DISCRETIONARY USE 2023-02-20
PROJECT TRACKING
RBA #: 2234
P.LC: Chris Andrejko
PM / PA: Lorri Nelson
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-36-12-06700/06800
Project Addmss
G Street
Springfield, OR
TELECOMMUNICATIONS
DETAILS
E201
COLD WATER
PIPE ENTRY
WATER METER
WATER PIPE
GROUND CLAMP
WATER PIPE
GROUND CLAMP
#2 CU BARE WIRE
BOND ACROSS SEPARATION IN
BUILDING STRUCTURES.
INCLUDE FIRE WALLS,
EXPANSION JOINTS, ETC. �� EXOTHERMIC WELD TO
�y � �; _ � BUILDING STRUCTURAL 1
TELECOMMUNICATIONS
GROUND BAR
�#4 CU
EXOTHERMIC WELD
TO CONNECT STEEL
NONMETALLIC / ROD TO COPPER
PROTECTIVE SLEEVE CONDUCTOR
- CONCRETE
FOUNDATION
BUILDING
ROWELL
PM / PA:
MAIN
---- REINFORCING ROD
INCOMING FEEDER ----,\
DISCONNECT
RODS EQUALLY
REFER TO BUILDING
EXOTHERMIC WELD
LAY CABLE IN CIRCLE
FEEDER INFORMATION
PATTERN BETWEEN
GROUND ROD
BROKAW
ON ONE -LINE DIAGRAM.
�\
REFER TO TELECOMMUNICATIONS
DETAILS FOR ADDITIONAL GROUNDING
NEUT
REQUIREMENTS
1203 Willamette Street
#1/6 CU
Suite 210
'
INSULATED
Eugene, Oregon 97401
MAIN BONDING
5414851003
JUMPER **
GND
rowellbrokaW.COm
®®a0@0
GND
WATER METER
WATER PIPE
GROUND CLAMP
WATER PIPE
GROUND CLAMP
#2 CU BARE WIRE
BOND ACROSS SEPARATION IN
BUILDING STRUCTURES.
INCLUDE FIRE WALLS,
EXPANSION JOINTS, ETC. �� EXOTHERMIC WELD TO
�y � �; _ � BUILDING STRUCTURAL 1
TELECOMMUNICATIONS
GROUND BAR
�#4 CU
EXOTHERMIC WELD
TO CONNECT STEEL
NONMETALLIC / ROD TO COPPER
PROTECTIVE SLEEVE CONDUCTOR
- CONCRETE
FOUNDATION
CONCRETE ENCASED
ELECTRODE
BUILDING
STRUCTURAL STEEL
-- MULTI -GROUND
#2 BARE COPPER ROD ASSEMBLY
CONDUCTOR 36"
BELOW GRADE. 20'
*SIZE GROUNDING ELECTRODE CONDUCTOR AND BONDING PER NEC 250.66 AND TABLE BELOW. IN LENGTH MIN. 5�
ALL CONDUCTORS TO BE COPPER. (TYP.) p�
TABLE BASED ON NEC 2017 o *�
TABLE 250.66 GROUNDING ELECTRODE CONDUCTOR FOR ALTERNATING -CURRENT SYSTEMS o v
Q
SIZE OF LARGEST UNGRUDGING CONDUCTOR OR EQUIVALENT SIZE OF GROUNDING ELECTRODE Q.
AREA FOR PARALLEL CONDUCTORS (AWG/KCMIL) CONDUCTOR (AWG/KCMIL) '\
COPPER ALUMINUM OR COPPER -CLAD AL COPPER
#2 OR SMALLER #1/0 OR SMALLER #B NOTES
-- - ---.-----_--- — A. ALL AVAILABLE GROUNDING ELECTRODES WHICH ARE PRESENT AT THE BUILDING OR
#1 OR #1/0 #2!0 OR #3/0 #6 STRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE
#2/0 OR #3/0 94/0 OR 250 1#4 SYSTEM (GES). ADDITIONAL CODE -REQUIRED GROUNDING CONNECTIONS NOT
- - - - - - - SHOWN SHALL BE PROVIDED. CONNECTIONS WHICH ARE ENCASED, UNDERGROUND,
OVER #3/0 THROUGH 350 OVER 250 THROUGH 500 #2 _ _ _ _ OR INACCESSIBLE SHALL BE EXOTHERMIC WELD.
OVER 350 THROUGH 600 OVER 500 THROUGH 900 #1/0 B. ALL BONDING JUMPERS CONNECTING GROUNDING ELECTRODES TO THE GES SHALL
_.. BE SIZED EQUAL TO THE GROUNDING ELECTRODE CONDUCTOR (GEC) IN
OVER 600 THROUGH 1100 OVER 900 THROUGH 1750 #2/0 ACCORDANCE WITH NEC 250.53(C). OTHER BONDING JUMPERS SHALL BE SIZED AS
- ------ OTHERWISE DESCRIBED IN NEC ARTICLE 250. CONDUCTORS SHALL BE BARE
OVER 1100 OVER 1750 #310 COPPER UNLESS OTHERWISE NOTED.
- - C. REFER TO SPECIFICATIONS FOR ADDITIONAL PRODUCT AND MATERIAL
*�F SIZE BONDING JUMPER PER NEC 250.102. USE TABLE ABOVE FOR ALL CONDUCTORS BETWEEN #2 REQUIREMENTS. GROUNDING AND BONDING METHODS AND MATERIALS SHALL
AND 1100. ALL INCOMING CONDUCTORS OVER 1100 CU OR 1750 AL SHALL BE SIZED PER THE TABLE COMPLY WITH NEC ARTICLE 250.
250.102(C). SERVICE EQUIPMENT SHALL BE SUPPLIED WITH BONDING JUMPER FROM THE D. REFER TO TECHNOLOGY DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO
MANUFACTURER. TELECOM GROUNDING.
i.1 GROUNDING ELECTRODE SYSTEM
"-:i NOT TO SCALE
0
Architecture, Design: Strategy,
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503.212.4612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
r � r
SET ISSUE DATE
SPR/DISCRETIONARYUSE 2023-02-20
PROJECT TRACKING
RBA #:
GROUNDING ELECTRODE
T#2 CU
#4 AWG BARE COPPER
PM / PA:
20'-D" MIN OR 1/2" STEEL
---- REINFORCING ROD
5/8" X 10'-0" GROUND
RODS EQUALLY
SPACED,
EXOTHERMIC WELD
LAY CABLE IN CIRCLE
TO #2 BARE COPPER
PATTERN BETWEEN
GROUND ROD
GROUND RODS (TYPJ
CONDUCTOR(rYP.)
CONCRETE ENCASED
ELECTRODE
BUILDING
STRUCTURAL STEEL
-- MULTI -GROUND
#2 BARE COPPER ROD ASSEMBLY
CONDUCTOR 36"
BELOW GRADE. 20'
*SIZE GROUNDING ELECTRODE CONDUCTOR AND BONDING PER NEC 250.66 AND TABLE BELOW. IN LENGTH MIN. 5�
ALL CONDUCTORS TO BE COPPER. (TYP.) p�
TABLE BASED ON NEC 2017 o *�
TABLE 250.66 GROUNDING ELECTRODE CONDUCTOR FOR ALTERNATING -CURRENT SYSTEMS o v
Q
SIZE OF LARGEST UNGRUDGING CONDUCTOR OR EQUIVALENT SIZE OF GROUNDING ELECTRODE Q.
AREA FOR PARALLEL CONDUCTORS (AWG/KCMIL) CONDUCTOR (AWG/KCMIL) '\
COPPER ALUMINUM OR COPPER -CLAD AL COPPER
#2 OR SMALLER #1/0 OR SMALLER #B NOTES
-- - ---.-----_--- — A. ALL AVAILABLE GROUNDING ELECTRODES WHICH ARE PRESENT AT THE BUILDING OR
#1 OR #1/0 #2!0 OR #3/0 #6 STRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE
#2/0 OR #3/0 94/0 OR 250 1#4 SYSTEM (GES). ADDITIONAL CODE -REQUIRED GROUNDING CONNECTIONS NOT
- - - - - - - SHOWN SHALL BE PROVIDED. CONNECTIONS WHICH ARE ENCASED, UNDERGROUND,
OVER #3/0 THROUGH 350 OVER 250 THROUGH 500 #2 _ _ _ _ OR INACCESSIBLE SHALL BE EXOTHERMIC WELD.
OVER 350 THROUGH 600 OVER 500 THROUGH 900 #1/0 B. ALL BONDING JUMPERS CONNECTING GROUNDING ELECTRODES TO THE GES SHALL
_.. BE SIZED EQUAL TO THE GROUNDING ELECTRODE CONDUCTOR (GEC) IN
OVER 600 THROUGH 1100 OVER 900 THROUGH 1750 #2/0 ACCORDANCE WITH NEC 250.53(C). OTHER BONDING JUMPERS SHALL BE SIZED AS
- ------ OTHERWISE DESCRIBED IN NEC ARTICLE 250. CONDUCTORS SHALL BE BARE
OVER 1100 OVER 1750 #310 COPPER UNLESS OTHERWISE NOTED.
- - C. REFER TO SPECIFICATIONS FOR ADDITIONAL PRODUCT AND MATERIAL
*�F SIZE BONDING JUMPER PER NEC 250.102. USE TABLE ABOVE FOR ALL CONDUCTORS BETWEEN #2 REQUIREMENTS. GROUNDING AND BONDING METHODS AND MATERIALS SHALL
AND 1100. ALL INCOMING CONDUCTORS OVER 1100 CU OR 1750 AL SHALL BE SIZED PER THE TABLE COMPLY WITH NEC ARTICLE 250.
250.102(C). SERVICE EQUIPMENT SHALL BE SUPPLIED WITH BONDING JUMPER FROM THE D. REFER TO TECHNOLOGY DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO
MANUFACTURER. TELECOM GROUNDING.
i.1 GROUNDING ELECTRODE SYSTEM
"-:i NOT TO SCALE
0
Architecture, Design: Strategy,
KCL 296 E. 5th Ave,
Suite 501
Eugene OR 97401
ENGINEERING 503.212.4612
STAMP
REVISIONS TO THIS SHEET
REV. DATE
r � r
SET ISSUE DATE
SPR/DISCRETIONARYUSE 2023-02-20
PROJECT TRACKING
RBA #:
2234
P.1.C:
Chris Andrejko
PM / PA:
Lorri Nelson
Project Name
EC CARES
Springfield
Map & Tax Lot #
17-03-36-12-06700/06800
Project Add.ss
G Street
Springfield, OR
ELECTRICAL
GROUNDING RISER
E202