HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/9/2022THURSTON ESTATES
LAND
DIVISION
TENTATIVE PLAN -EXISTING CONDITIONS
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NE 1/4, SECTION
35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M.
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SPRINGFIELD,
LANE COUNTY, OREGON
sPRINCFiEUD CITY LIMITS
_
DATE PREPARED:
OCTOBER 2021 REVISED ON: FEB 2022
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VICINITY MAP
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LAND DIVISION TENTATIVE PLAN
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prepared by an Oregon licensed Lord Surveyor.
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Tho Lard Eirisien TendaHre Plat is prepared adsigned by at Oregon Professional lad Surveyor. Ryan Erickson, PLS
55524, Expires 1213112L
City boundaries, the Urban Growth Boundary, and any special district boundaries or railroad right -or -way which crate or
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abut the proposetl]antl division.
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The City beundaty, ad I ban Growth Bomday are shoun hereog there are mspecial duricv, m ralreadrightoj--ways
theacrass or abut the proposed lad civision
Location antl width of all existing antl proposetl easements on antl abutting the proposetl land division.
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0130"Evergreen
The loco ion andmath efall axieting and proposed easenen t, are shim hereon
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.-rBoundaries
ofentire area owned by the property owner, ofwhiM the proposetl land division isa part,as wellas dimensions
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size of each parcel and the approximate dimensions of,.chbuild.gsiteindicatingthetpandtoeofMtand 011slopes
to scale.
The baodaty ejthe endire prepeHy emedby the leungis slmrnt hereatThe dnenvienv adsize ejeahporcel are slmrnt
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7
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hmcot 7e appraxinmte bd(dngsite(aatiatad dnenvionv are slmnst onA&ORrgiraervgplav
9"A
-pple
Apple
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Location and type of existing and proposed street lights, including type, height, and area ofillumination.
The Imc ionojexislirgstreelligHr the lights Amin
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me slnwnhereon preparedslreet are onA&ORrgiraervgp(mu
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LMABOn, widths, conditions, and namm, of all existing Md proposed streets, alleys, dedications or oDwr right-oP_ways
within or adjacent to the proposed land division. proposed streets should also Include approximate radius oPNrves and
grades and relationship to My projected streets asshown m McMetro Mm,TransMan,CmapWAl Dlvel4pment Planar
20"A le 7"Apple
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Conceptual local Street M.P.
Rxis6rg]hursim,Raadloca ia; adwidh is simn'n hereon; the condition is that there as curb ad gutter, and sukivalkr
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SirmerrlF&I-sellocetionand
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arliaS hsideojlheslrezl Rastojsubjectproperty 99apreparedsbeev]� widh. are shown
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hereat
Location of existing and required traffic control devices, Bre hydrants, power poles, transformers, neighborhood mailbox
un66 and similar public radiates.
The /maiden ojexisting traffic control devices, fire hydra&; poner poles, Iravjomners, neighborhood isc lbax mo, and
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sindla public facilities are shone hereon
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Location and dimensions of existing and proposed driveway.
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She lmwien and dmenvionv ojeurtingdivenays me shown hereon The location arddnemiom ojpropored &isesvays
ae shnnn enA&ORngineervgp(mv
Location of existing antl transit fatllities.
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proposetl
She clmest irmviijmilityis /mated enseath side ofYhvston Road, east m 6SIh Moret,Route ll-TMvston
SCALE 1" - 30'
LMation and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bice trails.
Imuden bike hereon
The and wieah afall colstingsideneaks, sukivalk ramps, pedestrian aces ways ad trails are shosm
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as
The Imu ienand widh ojdl prepasci sidendkr, sidewalk ranyq pedestrims access ways and bike trail, are shmvn as A&O
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Rngineervgp(mv
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Location, size and type of plantings and meet ties in any requires) planter strip.
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There it aprepmedp(aderstripsho,,,,nn ., enA&O Engineeringp(avThe(aatioq size or type ojp(adings or street trees
ae shown on A&OEnygineeringp(avtm
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Location ..it size of existing ..it proposed utilities on Mit adjausittothe site including sanitary sewer mains, stermwater
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management systems, water mains, power, gas, telephone, ..it cable TV. Indicate the prop osetl connection points.
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Tie /maiden adsize ojexisting utilities (sadtary server mdnv, stormnaier estappacca rvocce,, nater mama, fiercer, gar,
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n Ex, Building
V to be r=oved)
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telephone ad cable Tf% on ad aijacend to the prepared lad drisien are shmrtn hereon Tie location ad size ojpropesed
utilities(sadlary seer nmim, slorcooder nsvmgemenYselenv, eater nmim, poser, gate, telephone aMcable M on and
&Oqcringplmu
edjecent to Uepropesed lord dmisien are shmnn enA Rues
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Ex. Shop
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The location ofallareastobededicated orreservedforpublicuse, with Mepurpose, condition mdlimhatim,ofihe
reservations dearly indicated.
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(to be removed)
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There as nn areas to be dedicated or reservedjor pubtic ere.
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Future Development Plan where phasing or large lots/parcele are proposed as sperIDed in SDC 512120 E.
There it a Future 1b,idepmend Plat needed, Gacaue prepmed Lot I is mere that (nice the &indene tapered size (9(00
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EGISTERE
ROFESSI L
LAND SU OR
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14. 2063
ERICKS
55524
EX /23
Engineers, Geologists, and Surveyors
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�1 NW5709PE 184.05' (EAST 183 81�DEED UNINCORPORATED AREA
25358 Prairie Road (541) 68&8322
Eugene, Oregon 97402 Fax (541) 688-8087
Tax Map/Lot: 17-02-35-00-03603
9
Owner: Straub Fancily Trust
METRO PLANNING, INC
PO Box 3
846 A STREET
Springfield, Oregon 97477
SPRINGFIELD, OR. 97477
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y
541-302-9830
SOB NO. 21-010
ASSESSORS MAP/LOT: 17-02-35-00-02700
THURSTON ESTATES
LAND
DIVISION
TENTATIVE PLAN-PROPOSED PLAN
11
NE 1/4, SECTION
35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M.
UGB
SPRINGFIELD,
LANE COUNTY, OREGON
II
PREPARED:
OCTOBER 2021 REVISED ON: FEB 2022
acsDATE
CITY LIMITS
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6,474 SF '
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LOT 6 $
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EGR & Associates, Inc.
Engineers, Geologists, and Surveyors
]1.53' zona m.5a I 7.53•
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�1 N89°5]'OS'E 184.05' (FAST 183 817DBBD UNINCORPORATED AREA
25358 Prairie Road (541) 688-8322
w
Eugene, Oregon 97402 Fax (541) 688-8087
Tax Map/Lot: 17-02-35-00-03603
9
Owner: Straub Family Trust
METRO PLANNING, INC
PO Box 3
O 846 A STREET
a
e Springfield, Oregon 97477
SPRINGFIELD, OR. 97477
y
541-302-9830
SOB NO. 21-010
ASSESSORS MAPILOT:
17-02-35-00-02700
THESE PLANS ARE FOR PLANNING PURPOSES
ONLY AND ARE NOT TO BE USED FOR
CONSTRUCTION IN THE FIELD.
17-02-35-23
TAXLOT 400
EXI511NG FIRE
-
- - - EXISTING
- - DRIVEWAY
EX.
CUT
1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE
UTILFFIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. PRIVATE UTILITIES
(ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE
DESIGNED BY PRIVATE UTILITY PROVIDERS.
2. ALL SURVEY DATA PROVIDED BY EGR & ASSOCIATES INC. EXISTING
CONTOURS ARE LIDAR AND BASED ON DOGAMI LIDAR DATA SOUTH WILLAMETTE
VALLEY LIDAR DATA QUADRANGLE MAP 4412362 (BARE EARTH) - NAVD88.
ADDITIONAL EXISTING ELEVATIONS PROVIDED BY EGR & ASSOCIATES WITH GPS
OBSERVATIONS USING THE OREGON COORDINATE REFERENCE SYSTEM - EUGENE
ZONE, NAD82(2011) EPOCH 2010.00. FT DATUM NAVD88.
3. FIRE HYDRANTS ARE LOCATED AS SHOWN ON SHEET C-2.0.
4. SITE SOILS ARE CLASSIFIED AS CHAPMAN-URBAN LAND COMPLEX,
HYDROLOGIC SOIL GROUP B WITH AN ESTIMATED GROUNDWATER TABLE OF
MORE THAN 80 INCHES BELOW GROUND SURFACE PER WEB SOIL
SURVEY.
5. REFER TO SHEET C-4.0 FOR LOCAL RESIDENTIAL STREET
CROSS-SECTION.
6. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW
IMPERVIOUS RIGHT-OF-WAY ONSITE AND FUTURE IMPERVIOUS AREA ON NEW
LOTS INTO PROPOSED WATER QUALITY DETENTION PONDS. REFER TO SHEET
C-4.0 FOR POND CROSS-SECTIONS.
7. FUTURE HOMES ARE PROPOSED TO WEEPHOLE THROUGH CURB. LOT 1
HOUSE IS EXISTING AND NO NEW DRAINAGE SYSTEM IS PROPOSED.
8. INFILTRATION TESTING WAS PERFORMED BY BRANCH ENGINEERING ONSITE
AND THE MEASURED RATE WAS FOUND TO BE 16.5 IN/HR. DESIGN RATE IS 8
IN/HR TO PROVIDE A FACTOR OF SAFETY OF 2.0. INFORMATION TAKEN FROM
SITE INFILTRATION TEST RESULTS REPORT PREPARED BY BRANCH ENGINEERING
DATED JULY 16, 2021.
9. ANOTHER INFILTRATION TEST SHOULD BE PERFORMED DURING WET
WEATHER MONTHS (DECEMBER OR FEBRUARY) TO VERIFY INFILTRATION RATE
AND DEPTH TO GROUNDWATER.
10. WATER QUALITY DETENTION PONDS TO BE PLANTED TO MEET CIN OF
SPRINGFIELD REQUIREMENTS. PLANTING PLAN TO BE PROVIDED DURING PIP
PROCESS.
11. ENDS OF ROADS ARE PROPOSED TO BE HELD 5' FROM PROPERTY LINES
TO ALLOW FOR EITHER SLOPE TO ADJACENT GRADE OR RETAINING WALL AND
END OF ROAD SIGNAGE.
II'#fl,r:���1��eaumFHu>.a�KnalnaLal>.Im;Nr,LHal�aa�ilas��;uTyxx�
13. SWALES ARE PROPOSED AS SHOWN TO CAPTURE EXISTING RUNOFF FROM
UNDEVELOPED PROPERTY TO THE SOUTH.
14. DRIVEWAY LOCATIONS SHOWN ARE PRELIMINARY AND WILL BE FINALIZED
DURING PIP REVIEW PROCESS.
15. SITE LOCATED IN ZONE OF CONCENTRATION (20-99 COMBINED ZOC) PER
CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP.
16. DURING LARGE STORM EVENTS (GREATER THAN 2 YEARS), IT IS
PROPOSED TO UTILIZE EMERGENCY OVERFLOW WEIR DIRECTED TOWARDS PUBLIC
ROW IN THURSTON ROAD OVER NEW SIDEWALK. STORMWATER WOULD THEN
FLOW TO THE EAST IN ROADSIDE DITCH FOLLOWING HISTORIC DRAINAGE
PATTERN. SEE STORMWATER REPORT FOR MORE DETAIL
17. SLOPES OR BLOCK WALLS AT BACK OF LOTS TO BE DETERMINED DURING
PIP PROCESS.
-Tg��STO-NSD
527.15
- - - EX TC
- EXISTING EXISTING SIDEWALK
DRIVEWAY
POND
RIM=
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5'
5' 33 522.40
524.4
526.90
2.5' HIGH
LANDSCAPE BLOCK
WALL 7
WATER QUALITY DETENTION
POND DETAIL TRACT B
NTS
WATER QUALITY DETENTION DETENTION
POND DETAIL TRACT A
NTS
17-02-35-23
TAXLOT 500
8" ST
- `PROPOS
20' ; STOP BAR
ROADWAY �P. 8'
51 : PUE
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WW House
07 527.30 7 to
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41'
LOT 1
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12,001 SF
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526.863
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LOT 10 j
5006 SF
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528.06 i LOT 2
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5100 SF
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j6. WLOT 5
5121 SF
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6" LOT 6
29, 5006 SF
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TEMPORARY ONE ROW OF
Q1TRMlUZF_WALL_0NTU_
FUTURE STREET EXTENSION
OVERFLOW WEIR
IECTED TOWARDS
SIDEWALK -
ELEV = 526.50'
17-02-35-00
TAXLOT 2801
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CUT/FIL
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ABBREVIATION LEGEND
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LEGEND
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-
PROPOSED FLOW DIRECTION
.9
dq
S=0.50%
PROPOSED SLOPE
-
•
EXISTING BOUNDARY
CI
CURB INLEF
-440- -
-
EXISTING INDEX CONTOURS
EX
EXISTING
_ 43g - - -
- -
EXISTING INTERMEDIATE CONTOURS
FG
FINISH GRADE
- 440
PROPOSED INDEX CONTOURS
HP
HIGH POINT
-439
1 OF 4
PROPOSED INTERMEDIATE CONTOURS
LP
LOW POINT
- - -
- -
EXISTING CURB & GUTTER
TC
TOP FACE OF CURB
-- GAS
EXISTING GAS LINE
BW
BACK OF SIDEWALK
- H2O
--
EXISTING WATER MAIN
ST
STORMUNE
)K
EXISTING FIRE HYDRANT
WW
WASTEWATER LINE
❑w
EXISTING WATER METER
FL
FLOWUNE
- GHE
--
EXISTING OVERHEAD ELECTRIC
MH
MANHOLE
t
EXISTING UTILITY POLE
P
PROPOSED
-o
EXISTING STREET LIGHT
COS
CONTROLLED OUTFLOW STRUCTURE
®
EXISTING PHONE PEDESTAL
- ww
--
EXISTING WASTEWATER SYSTEM
�- ST
--
EXISTING STORM DRAINAGE SYSTEM
PROPOSED WASTEWATER SYSTEM
PROPOSED STORM DRAINAGE SYSTEM
8,v
PROPOSED WATER MAIN
❑W
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
®
PROPOSED WATER VALVE
-GAS
PROPOSED GAS LINE
UTIL
PROPOSED DRY UTILITIES (ELEC.
CABLE AND PHONE)
-
PROPOSED STREET LIGHT
SCALE- 11=30'
0
PROPOSED CONCRETE SIDEWALK
30'
0 30' 60'
®
PROPOSED FILL/CUT SLOPE
EX.
CUT
1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE
UTILFFIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. PRIVATE UTILITIES
(ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE
DESIGNED BY PRIVATE UTILITY PROVIDERS.
2. ALL SURVEY DATA PROVIDED BY EGR & ASSOCIATES INC. EXISTING
CONTOURS ARE LIDAR AND BASED ON DOGAMI LIDAR DATA SOUTH WILLAMETTE
VALLEY LIDAR DATA QUADRANGLE MAP 4412362 (BARE EARTH) - NAVD88.
ADDITIONAL EXISTING ELEVATIONS PROVIDED BY EGR & ASSOCIATES WITH GPS
OBSERVATIONS USING THE OREGON COORDINATE REFERENCE SYSTEM - EUGENE
ZONE, NAD82(2011) EPOCH 2010.00. FT DATUM NAVD88.
3. FIRE HYDRANTS ARE LOCATED AS SHOWN ON SHEET C-2.0.
4. SITE SOILS ARE CLASSIFIED AS CHAPMAN-URBAN LAND COMPLEX,
HYDROLOGIC SOIL GROUP B WITH AN ESTIMATED GROUNDWATER TABLE OF
MORE THAN 80 INCHES BELOW GROUND SURFACE PER WEB SOIL
SURVEY.
5. REFER TO SHEET C-4.0 FOR LOCAL RESIDENTIAL STREET
CROSS-SECTION.
6. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW
IMPERVIOUS RIGHT-OF-WAY ONSITE AND FUTURE IMPERVIOUS AREA ON NEW
LOTS INTO PROPOSED WATER QUALITY DETENTION PONDS. REFER TO SHEET
C-4.0 FOR POND CROSS-SECTIONS.
7. FUTURE HOMES ARE PROPOSED TO WEEPHOLE THROUGH CURB. LOT 1
HOUSE IS EXISTING AND NO NEW DRAINAGE SYSTEM IS PROPOSED.
8. INFILTRATION TESTING WAS PERFORMED BY BRANCH ENGINEERING ONSITE
AND THE MEASURED RATE WAS FOUND TO BE 16.5 IN/HR. DESIGN RATE IS 8
IN/HR TO PROVIDE A FACTOR OF SAFETY OF 2.0. INFORMATION TAKEN FROM
SITE INFILTRATION TEST RESULTS REPORT PREPARED BY BRANCH ENGINEERING
DATED JULY 16, 2021.
9. ANOTHER INFILTRATION TEST SHOULD BE PERFORMED DURING WET
WEATHER MONTHS (DECEMBER OR FEBRUARY) TO VERIFY INFILTRATION RATE
AND DEPTH TO GROUNDWATER.
10. WATER QUALITY DETENTION PONDS TO BE PLANTED TO MEET CIN OF
SPRINGFIELD REQUIREMENTS. PLANTING PLAN TO BE PROVIDED DURING PIP
PROCESS.
11. ENDS OF ROADS ARE PROPOSED TO BE HELD 5' FROM PROPERTY LINES
TO ALLOW FOR EITHER SLOPE TO ADJACENT GRADE OR RETAINING WALL AND
END OF ROAD SIGNAGE.
II'#fl,r:���1��eaumFHu>.a�KnalnaLal>.Im;Nr,LHal�aa�ilas��;uTyxx�
13. SWALES ARE PROPOSED AS SHOWN TO CAPTURE EXISTING RUNOFF FROM
UNDEVELOPED PROPERTY TO THE SOUTH.
14. DRIVEWAY LOCATIONS SHOWN ARE PRELIMINARY AND WILL BE FINALIZED
DURING PIP REVIEW PROCESS.
15. SITE LOCATED IN ZONE OF CONCENTRATION (20-99 COMBINED ZOC) PER
CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP.
16. DURING LARGE STORM EVENTS (GREATER THAN 2 YEARS), IT IS
PROPOSED TO UTILIZE EMERGENCY OVERFLOW WEIR DIRECTED TOWARDS PUBLIC
ROW IN THURSTON ROAD OVER NEW SIDEWALK. STORMWATER WOULD THEN
FLOW TO THE EAST IN ROADSIDE DITCH FOLLOWING HISTORIC DRAINAGE
PATTERN. SEE STORMWATER REPORT FOR MORE DETAIL
17. SLOPES OR BLOCK WALLS AT BACK OF LOTS TO BE DETERMINED DURING
PIP PROCESS.
-Tg��STO-NSD
527.15
- - - EX TC
- EXISTING EXISTING SIDEWALK
DRIVEWAY
POND
RIM=
0.61% W---
c
r*�
A
5'
5' 33 522.40
524.4
526.90
2.5' HIGH
LANDSCAPE BLOCK
WALL 7
WATER QUALITY DETENTION
POND DETAIL TRACT B
NTS
WATER QUALITY DETENTION DETENTION
POND DETAIL TRACT A
NTS
17-02-35-23
TAXLOT 500
8" ST
- `PROPOS
20' ; STOP BAR
ROADWAY �P. 8'
51 : PUE
Ex.
WW House
07 527.30 7 to
<.� o TC/CI/LP
remain)
41'
LOT 1
R.o.w d
12,001 SF
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ww
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526.863
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l 6" WWi
LOT 10 j
5006 SF
/n
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527.82 �
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LOT 8 PUE
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528.06 i LOT 2
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12" FL L
527.60
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-------------
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5121 SF
i
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29, 5006 SF
I
TEMPORARY ONE ROW OF
Q1TRMlUZF_WALL_0NTU_
FUTURE STREET EXTENSION
OVERFLOW WEIR
IECTED TOWARDS
SIDEWALK -
ELEV = 526.50'
17-02-35-00
TAXLOT 2801
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in An,
TYPICAL 20' STREET CROSS SECTION
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NOTES
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• CCA:AEI£WFN9bCWMFACw CWY'NAY99U1LHE91I RINMPIUMREll61PFNGiNn@SW. NMMUN UB9mEN"INIfiA 91.U1MIXC0.NFEiE
• CCNCAEr=PAS'3JENT6WllAE1RA P9 MNMMfELEbiPENCmj48WPa NAWNMUBSrNF'YJiN�]CRICKMIXUNCAEiFSNiNItffMNJSfPACNPFAAGGREUAiE.
• PA1ENIaNTMXIfdl&g68H413E9LBkRf0T0'1&JiYfLR4W]YYPA101(IO-iEB(MEW.LUPANNGUATF.
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Y
�EOPROfFs
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TYPICAL SECTION
P ��p 9
SPRINGFIELD
STREET PAVING
OREGON
STANDARD
k15
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ALN
OREGO
-,3
z
EXP DATE:12.31.2022
p
2021
m
o
24" GRATE=523.40
18- FL OUT(N)=523.40
SUMP=519.98
2.5' HIGH
LANDSCAPE BLOCK ELEV. 526.90
RETAINING WALL 12" INLET
PIPE W/MESH
COVER. FL=522.40
MIN 10 SFJ
F\ 1'
3" ROUND ROCK
SPLASH PAD 6" UNDERGROUND
DEEP ROCK CHAMBEI
FOR STORAGE
Applications:
Roadways
Off romps
Residential streets
Parking lots
WATER QUALITY DETENTION POND TRACT A
NTS
2.5' HIGH
LANDSCAPE BLC
RETAINING WALL
Autobahn Series ATBO
Roadway Lighting
Features:
OPTICAL
Same Light Performance Is comparable to 70-25DW HPS madway lummalns
White Light. Correlated color tempeatum-4000K, 70 CRI minimum,3D00K
70 (11 minlmumOr optiona15000K, 70(X1 minimum.
Unique IP66 rated LED light engines provided 0%upllghtand restrictbackllghtto within sidewalk
depth,pro'ndingoptimalapplicationmrerage and optimal polespadng. Available 111 11, III,
IV, anclV roadway d'utributios[
ELECTRICAL
Expected I Life: LEDlightenginesare rated >100,000houn at 25' , L70. Bechnnkdriver hasan
erected IHeof 100,000 hounat a 75C ambient
Lavin Energy: Smsan mpected of40-6D%Over comparable HID luminaires,
Robust Surge Protection; Three ddferensurge protection options provide a minimum of ANSI
C136.210kV/5kA protection. 2OkV/10KA protection is also avallable.
MECHANICAL
r
Indudesstandard ATLIineman4Jiendlyf msKh astool-less entry,3 stationterminal block
and quidsclstoll Bubble level looted imidecheelecical compartmemfur easily leveling
atinstallabon.
Rugged die-castaluminum housing and door are polyester powder -mated for durability and
corrosion resktance. Rigorous fresage pre-4eabng and painting Was yleldsaflnish that
-- --�
mr.�.a.x f:-rf ws
@t S
ammnnem.^o�n.
\a I NIGMrtry
AaN+poUNa ma,at"
FA@ULY
Applications:
Roadways
Off romps
Residential streets
Parking lots
WATER QUALITY DETENTION POND TRACT A
NTS
2.5' HIGH
LANDSCAPE BLC
RETAINING WALL
Autobahn Series ATBO
Roadway Lighting
Features:
OPTICAL
Same Light Performance Is comparable to 70-25DW HPS madway lummalns
White Light. Correlated color tempeatum-4000K, 70 CRI minimum,3D00K
70 (11 minlmumOr optiona15000K, 70(X1 minimum.
Unique IP66 rated LED light engines provided 0%upllghtand restrictbackllghtto within sidewalk
depth,pro'ndingoptimalapplicationmrerage and optimal polespadng. Available 111 11, III,
IV, anclV roadway d'utributios[
ELECTRICAL
Expected I Life: LEDlightenginesare rated >100,000houn at 25' , L70. Bechnnkdriver hasan
erected IHeof 100,000 hounat a 75C ambient
Lavin Energy: Smsan mpected of40-6D%Over comparable HID luminaires,
Robust Surge Protection; Three ddferensurge protection options provide a minimum of ANSI
C136.210kV/5kA protection. 2OkV/10KA protection is also avallable.
MECHANICAL
r
Indudesstandard ATLIineman4Jiendlyf msKh astool-less entry,3 stationterminal block
and quidsclstoll Bubble level looted imidecheelecical compartmemfur easily leveling
atinstallabon.
Rugged die-castaluminum housing and door are polyester powder -mated for durability and
corrosion resktance. Rigorous fresage pre-4eabng and painting Was yleldsaflnish that
-- --�
@t S
O
achima scdbe creepage rating o171perASTM D1654) after Over SBOB hours expense in salt
a �Nn
fag clamber (operated per ASTM B117).
Mastarm mount is adjI.Willeforarmsfrom 1-1/4"m2(1-SA'm2-378"OD)diameter.
_
Provide a 3Gvibration rafing perAH51(136.31
Wlldll(e shled bast inmthe housing (nota xinaddepka).
p"I
EhMn Prolecte!Ane IEPAk The EPA forBn ATBO is 7.71eq. fl.
APPrm.M=14ha
STANDARDS
DedgnUghtsConsortiurnI gwllfled product Notall versions ofthis
product maybe DUEquallBec Please check the DICQualfied Pmduca L61
atwww.dessgg nlightxov to confirm which versionsate qualified.
ColwtempemWmsof s 30MMU$t bespMfied far Imematloml Dask-
SkyASSISI Suggestion.
Rated for -1n to 40C ambient
(SA Certified to US. and Canadian standards
Complies with ANSI: (136.2, (136.10, C136.14, 073631, C136.15, (13637
CONTROLS
NEMA 3 pin photommrol reayade Is standard, with the Aalty designed ANSI standard 7 pin
reapade optionally avalable.
Premium solid stale lod]ng style phatommrol - PCSS (10 year rated file) Mmeme long Pfe solid
some loddng style phomcorgml-PCILRD gar rated life).
Multi -leve dimming miableto provide scheduled dimming as specified by the customer.
Optional onboard Adjustable Outpm module allows the light output and Input wattage to be
modlAed to meet site spade requirement and also an allow a single Podureto betlrodbly
applied In many different appllations
14f:9xecffi m whi.v1 m chane• waM1 nWc.. nods P.Rmmame mry amrm a,..uE I mdxw.mi-M uk aPPLeetian.
01014-XI7Aeuay Branae UgUh BlRe. AT&T 01
ww arr.rtE.n
/-r `� ily`aeB•
526.90
THESE PLANS ARE FOR PLANNING PURPOSES
ONLY AND ARE NOT TO BE USED FOR
CONSTRUCTION IN THE FIELD.
DETENTION POND PLANTING PLAN TO BE DESIGNED DURING PIP PROCESS
AND SHALL MEET CTFY OF EUGENE REQUIREMENTS.
- 522.40
- 521,40 2. GROUNDWATER ELEVATION TO BE VERIFIED IN JANUARY/FEBRUARY 2022
DURING PIP PROCESS.
OUTLET TO
RT R PnNn 520.40
12" INLET
PIPE W/MESH
COVER. FL=522.40
3" ROUND ROCK-'
SPLASH PAD 6" UNDERGROUND
DEEP ROCK CHAMBE
FOR STORAGE
x
K
526.90
SF t 1
1 FL=522.40 522.40
521.40
WATER QUALITY DETENTION POND TRACT B
NTS
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