HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/29/2007
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110 International Way - Springfield, Oregon
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DESIGN TEAM
ARCHITECT:
~OBERTSON SHERWOOD ARCHITECTS pc
132 ::. 3ROA)WAY - SUIT:: 540
::UG ::NE, OREGON 97401
:>-541-342-8077
F-541-345-4302
OWNER:
PACIFICSOURCE H =AL TH PLANS
250COU 'JT ~Y C _U 3 ~OA)
EUGE \jE, OREGO \j 97401
P- 541-686-1242
=- 541-485-0915
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3A _ZHSER& t- U 33AR) ENG 'J:::: ~S
PO BOX 10347
::UG:: .'4::, 0 ~ ::GO \I 97401
P-541-686-8478
F-541-345-5303
GO.VERNMENT AGENCIES:
C I Y 0 = S:> ~ \lG:=-:: _)
C I Y VlANAGER'S OFFICE
225 5TH STREET
S:>~ \JG = = _), OR ::GO \I 97477
P-541-726-7300
SURVEYO ~:
3ALZ -ciS:: ~ & -U 3 3A-~):: \lG \I:::: ~S
PO 30X 10347
::UG =N =, 0 ~EGON 97401
P-541-686-8478
F-541-345-5303
Ci I Y 0 = S :> ~ NGFIELD
DEV =LOPMENT S = ~VIC ::S
225 5T- ST~=.=.T
S:> ~ 'JGF= _), OR =.GO\l 97477
P-541-726-3759
ell Y OF SP ~INGF ELD -
::NGIN =.ERING DIVISION, PUBLIC WORKS
225 5TH STREET
SP~ \lG= ::L), OREGON 97477
::>-541-726-3753
ACOUSTICAL CONSULTANT:
-A _ 3ERT G. DUBL =, P.P., INC.
16905 c\j:: <I \lGS G ~ )E
\I =.WB=RG, OR 97132
P-503-538-8077
F-503-537 -8044
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GENERAL NOTE-S:
1. CA ~E SI-ALL BE TA <EN TO E \lSURE Tt- AT Ct- =\AICALS US::) DU ~ NG CO \1ST ~UCT 0 \j W LL \lOT:: \IT =. ~ T - = SO - 0 ~
B:: WAS -lED INTO T- E STORM WAT:: ~ SYST::v1. i\jOPAINT WAST:: 0 ~ CLEANING VlAT=. ~ A_S 0 ~ WASTES S-A...- 3E
A__OW=.) TO =.\IT=.~ T- :: SO- _S O.~ STO~v1 WAT=~SYST=vl.
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2. CO \lTRACTO ~S/)EVL =0 :> =. ~S/OW \I :: ~S S -IA _ _ \B =. ~ES:>O \IS 3 _:: =0 ~ THE SAFE - A " ) - \lG AND STORAG = OF
CI- =.M CALS, :>::T ~OLEUVI :> ~O )UCTS, F:: ~T _IZ =. ~S A \I ) TH = :> ~ =.V:: \IT 0 \I 0 = G ~OU \I )WAT =. ~ AND S-O~ VI WA T:: ~
RUNOFF.
3. \10 = _ _ MAT:: ~ A _S CO \jTA \II \lG I- AZARDOUS VlATERIALS IS PE ~M I I =) ON THIS S T =.
4. NO DNALP CHEMICALS ARE PERMITTE ) TO B = USED 0 ~ STO~ED ON TI- IS SIT::.
5. NO MO~= T-IAN 20 GALLONS AGGREGATE OF MAT=RALS-IAZARDOUS TO GROUNDWATE~ MAY 3= STO~ED 0\1 S T=.
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SUCt- LAND S-ALL NOT B-:: USE) FO~ :>A~<ING. (SDC 21.120(3).
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THE )EVELOPMENT SHALL COMPLY W TH OAR 340-035-0035, NOISE CONTROL STANDARDS FOR INDUSTRY AN)
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DRAWING INDEX:
A 1.0 - T TL:: S -fEET
A2.0 -SITE PLAN
C1.0 - S - = ASS =.SS vl-:: \IT PLAN
C2.0 - MPROV = vlEN-- AND GRA )ING P ..AN
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SITE DATA:
TAX LOT: 100
TAXvlAP No.: 17-03-15-40-00100
ZO \I \JG: C1-CAM :>US "JUST ~ A _ ) ST ~ CT
US =.: CO ~ :>0 ~ T=. OFFICE t- EA )QUA ~T =.RS
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3UILDING AREA
WALKS, DRIVES, PA ~K NG AR =.A
TOTAL IMPERVIOUS AREA
30,720 SF
1 05,8~0 SF
136,610 SF
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:> =:RVIOUS AR =:A
MPROVED LAN DSCA :>E AREA 119,543 SF
OPEN SPACE/UN M :> ~OV =.D LAN DSCA :>E ~45,818S =
TOTAL :>ERVIOUS A~=A 465,361 S=
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61,440 s=
180,897 SF _
242,337 SF 23% / 40%
196,218 SF
.163,416 SF
359,634 S =
77% / 60%
TOT A _ S T =. A ~EA
601 ,971 S = (13.82 ACRES)
100% /100%
BUILDINGDA TA:
PHAS :: 0 \j'.=. PI- AS =. TWO
61,440 s= 122,880 S =
1,000 SF 1,000 SF
62,440 SF 123,880 SF
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CANOPIES / B < = PA ~KING
--OTAL BU LDI \jG A~=A
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LJlI/E COUNTY ZFFICIA, R-CORDS.
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ELEVATION DESCRIPTION
428.36 FOUND ~n IRON ROD W /CAP
428.86 FOUND ~n IRON ROD W/CAP
421.06 FOUND~" IRON ROD W/CAP
428.63 SET HUB & TACK
425.16 FOUND~. IRON ROD W ICAP
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EXIS lING
Ht: I t:HTION
POND
----------
NOTES:
1. REFER TO ATTACHED FEMA MAPPING FOR BASIS OF FLOODPLAIN ELEVATION
DETERMINATION. FIRM PANEL 1134 F, DA It.U JUNE 2, 1999.
2. SURVEY INFORMATION IS BASED UPON A CITY OF SPRINGFIELD
BENCHMARK, A RAILROAD SPIKE AT BEND IN ROADWAY ALONG DEADMOND
FERRY ROAD. ELEVATION = 429.20 (NGVD 27). TO ADJUST TO FEMA
BENCHMARK ELEVATIONS, 0.03' IS TO BE ADDED TO THE CITY OF
SPRINGFIELD'S BENCHMARK. BEARINGS OF THIS SURVEY ARE BASED UP LAND
PARTITION PLAN No. 94-p0502 FILED ON MAY 6, 1994, BY JAMES. A BRANCH,
LANE COUNTY SURVEYOR'S FILE No. 31950.
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3. THE PROJECT SITE IS LOCATED BETWEEN THE TWO-YEAR AND FIVE-YEAR
TIME OF TRAVEL ZONES (TOTZ) PER THE CITY OF SPRINGFIELD'S WELLHEAD
PROTECTION AREA MAP. REFER TO DRINKING WA I t.t< PROTECTION OVER LA Y
PERMIT DOCUMENTS FOR REFERENCE.
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4. THE SOILS SURVEY OF LANE COUNTY, AS PROVIDED BY THE NATURAL
RESOURCES CONSERVATION SERVICE, USTS TWO SOIL TYPES BEING PRESENT
ON THE PROJECT SITE. THE FIRST IS CHEHAUS SILTY CLAY LOAM AND THE
SECOND IS NEWBERG FINE SANDY LOAM.
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5. ALL EXISTING IMPROVEMENTS ARE. TO REMAIN. THE ONLY NEW
IMPROVEMENTS PROPOSED ARE THOSE ASSOCIATED WITH THE CONSTRUCTION
AND lOR INSTALLATION OF THE EMERGENCY GENERATOR ASSEMBLY,
ENCLOSURE, SUPPORT STRUCTURE AND UTlUTY INFRASTRUCTURE BETWEEN THE
NEW ASSEMBLY AND BOTH THE EXISTING AND PROPOSED FUTURE BUILDINGS.
REFER TO OVERALL SITE PLAN, A2.0, FOR MORE EMERGENCY
GENERATOR/ENCLOSURE DETAILS.
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MECHANICAL
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.
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.
SURVEYORS
tOO WEST 13TH AVENUE
EUGENE. OR 97401
P: 541-686-8478
F: 541-345-5303
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PLA No. .J4-P0502 RECORDED MA Y 6,
IN .E LAI JE COUNTY PLA T RECORDS, .
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GENERAL NOTES:
1. Eml]NG TOPOGRAPHIC INFORMAllON: EXISTING TOPOGRAPHIC INFORMATION IS FROM
SURVEY PROVIDED BY BALZHISER & HUBBARD ENGINEERS, DATED 02/28/02, AND BY
SKINNER & ASSOCIATES, INC., DATED 07/18/01.
2. BAlZHISER &: HUBBARD SURVEY BASIS QF EARING; BASED UPON LAND PARTITION PLAT
NUMBER 94-P0502 FILED ON MAY 6, 1994, LANE COUNTY SURVEYOR'S FILE No. 31950.
SKINNER ASSOCIA1ES. INC. SURVEY BASIS OF BEARING: BASED ON SURVEY TIES TO
FOUND CORNERS AS SET IN LAND PARTITION PLAT NUMBER 94-P0502 AND 99-P1236.
3. BAlZHISER &: HUBBARD SURVEY BASIS OF ElB'AllQtj; BASED ON A SPRINGFIELD CITY
BENCHMARK, A RAILROAD SPIKE AT BEND IN ROADWAY ALONG DEADMOND FERRY ROAD.
ELEV A TlON= 429.20 (NGVD 27)
SKINNER ASSOCIAII:.~ INC. SURVEY BASIS OF ELEVAllQH; BASED ON CITY OF
SPRINGFIELD BENCH MARK DATA.
4. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET
MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION
OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE
CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90
DA YS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS
209.150.
5. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND
ARE NOT GUARANTEED TO BE COMPLETE AND ACCURATE. THE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UTILITIES.
6. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY PRIOR TO EXCA VA TlNG,
BORING, OR POTHOLlNG. A.It.NllON: OREGON LAW REQUIRES YOU TO FOLLOW RULES
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN
O.A.R. 952-001-0010 THROUGH O.A.R. 952-001-0090. YOU MAY OBTAIN COPIES OF THE
RULES BY CALLING THE CENTER (NOTE: THE TELEPHONE NUMBERS FOR THE OREGON UTILITY
NOTIFICATION CENTER ARE: 503-232-1987 OR 1-800-332-2344).
7. POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
8. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH
REQUIREMENTS AND SPECIFICATIONS OF ANY RESPECTIVE UTILITY COMPANY FOR UTILITIES TO
BE CUT, MOVED, RELOCATED OR RE-CONNECTED TO AN EXISTING FACILITY.
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTILITY COMPANY
INSTALLING UTILITIES ON SITE. CONSTRUCTION OF OTHER UTILITIES MAY OCCUR AT SAME
TIME ON THE SITE.
10. QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING LENGTHS. ACTUAL
QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT OF
SYSTEM.
11. CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLETE PIPE
CONNECTIONS AND TRANSIllONS PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS
AND SITE GRADES.
12. REFER TO SHEET C1.0. EROSION CONTROL PLAN & DETAILS FROM THE PACIFICSOURCE'
PHASE 2 PARKING CONSTRUCTION DOCUMENTS, FOR EROSION CONTROL MEASURES AND
ADDIllONAL CONSTRUCTION REQUIREMENTS. THE RECENTLY ISSUED LAND AND DRAINAGE
ALTERATION PERMIT (LDAP) FOR THE PHASE 2 PARKING EXPANSION PROJECT IS APPLICABLE
TO THIS PROPOSED PROJECT.
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CIVIL SYMBOLS AND ABBREVIATIONS LIST
SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION
, 12"SD SD STORM DRAIN WI SIZE BLDG BUILDING
ELECTRICAL CONDUIT BPA BONNEVILLE POWER ADMINISTRA 11 ON
0)
~. MH MANHOLE STRUCTURE ELEV ELEVA 11 ON
CB DOUBLE CHAMBER CATCH BASIN EX EXIS11NG
AD
0 AD AREA DRAIN ttt FINISHED FLOOR ELEV A 110N
co
0 CO CLEAN OUT FS FINISHED SURFACE ELEV A l10N
... FH FIRE HYDRANT (LANDSCAPED AREAS)
LF UNEAR t-t:.t.1
~ CON~ I KUC110N NOTE PUE PUBUC U11UTY EASEMENT
0-. R-O-W RIGHT OF WAY
SEC110N Rt:.tt.KENCE
TYP TYPICAL
~ U11UTY TRENCHING /DISTURBANCE
AREA
13. REFER TO THE ARCHITECTURAL PLAN' FOR EMERGENCY GENERATOR ENCLOSURE LAYOUT.
14. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF PIPES INSTALLED UNDER
PREVIOUS PACKAGES. NOTIFY ENGINEER OF DISCREPANCIES TO PLANS.
EX Ai
/ TO REMAN .
(I)
0:::<
~~
PAVING AND BASE C < fa SEE NOTE- 3
~=:i~ ~
ROCK SECTIONS AS\ c ~ ~ (I)
SPECIFIED ~ lLI C L5
~tt. NOTE 3 ~ ~ ~ ~
FINISHED GRADE
~. rtif<~
~ . ~~~
<<~~ ~Il 11111I1I1~~
~ ~=1I1 III ,~"/
~ ~ Jmlllmlll0' ~ -0 CRUSHED ROCK IN, PAVED.
~ -C -'--111--1111 /'" SIDEWALK, OR TRAFFIC AREAS,
)7)) =111 III~ ~ OR NATIVE MATERIALS IN LAND-
T III III: SCAPED AREAS. SEE NOTE 2
I~~~III~~~III
-'" =
f ,~~ 5'" ') 0- SEE NOTE 2
~~ \ ~
>~" ,1 y)-
/ ^:<!< ' <<'
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>~~~"<< ~~~ 'Y~,,<<~~UNDISTURBED EARll-!
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6" PIPE OD 6"
.......-.... ..... .... ..............
EX 11SD
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FFE 431.50
y
MECHANICAL
-
ELECTRICAL
-
CIVIL
-
TRANSPORTATION
-
SURVEYORS
100 WEST 13TH AVENUE
EUGENE, OR 97401
P: 541-686-8478
F: 541-345-5303
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INTBRNA TIONAL
;a
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NOTES
1. WATER UNES THAT PARALLEL SANITARY SEWER UNES SHALL BE LOCATED A MINIMUM
OF 12" ABOVE SEWER UNES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'.
2. WITHIN 5' OF A BUILDING ~IKUCTURE, BUILDING CODE APPROVED PIPE MAltt-<IAL AND
*" -0 CRUSHED ROCK BACKFILL SHALL BE USED.
3. SAWCUT, REMOVE AND REPAIR EXIS11NG SURFACES TO MATCH EXIS11NG ASPHALT,
CON CRt I t, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW~ IMPROVEMENTS.
PROVIDE 4" MINIMUM DEPTH ASPHALT OR CONCRt.It. PAVEMENT, OR MATCH EXIS11NG
PAVEMENT THICKNESS, WHICHEVER IS GREA I tK.
4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFP A
24, 10-4)
5. INSTALL TRACER WIRE ON ANY PIPELlNE(S) CONSTRUCIt.1J OF NON-METALLIC PIPE
MA TERIAL.
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, ...
>CONSTRUCTION NOTES
1 IN AREAS OF NEW TRENCH DISTURBANCE, CONTRACTOR SHALL
PROTECT EX PRIVATE UTlUTlES AT ALL CROSSINGS.
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POLE # MANUF.
#16 RUUD
#17 RUUD
#18 RUUD
#19 RUUD
#20 RUUD
#21 RUUD
#22 RUUD
#23 RUUD
#24 RUUD
#25 RUUD
#26 RUUD
#27 RUUD
#28 RUUD
#29 RUUD
#30 RUUD
#31 RUUD
PHASE 2
Construction Limits
POLL #~1
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BUILDING
-::J- AS - ~
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POLE & FIXTURE SCHEDULE - PACIFIC SOURCE - phase 2
CATALOG NO.
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JE01640-M
JEE2640-M
JEE2640-M
JE01640-M
JEE2640-M
JE01640-M
JE01640-M
JE01640-M
1-400W PSMH
METAL HAUDE
FORWARD THROW
4" SQ. 22FT POLE
NO. LAMPS
1:400 PSMH
1:400 PSMH
1:400 PSMH
1: 400 PSMH
1: 400 PSMH
1: 400 PSMH
1:400 PSMH
1: 400 PSMH
1:400 PSMH
2: 400 PSMH
2: 400 PSMH
1: 400 PSMH
2: 400 PSMH
1:400 PSMH
1: 400 PSMH
1: 400 PSMH
~
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MOUNTING HARDWARE ~
BY MANUFACTURER \
A' A
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24" SONOTUBE .-l\r:;~li~=W~,
~ 1 .//
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NO.4 BAR (4) EACH -=1J1 --.)7
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PARKING AREA POLES
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POLES 17-24, 27, 29-31
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REMARKS VOLTS
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POLE HEIGHT
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25 FT. POLE
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25 FT. POLE
25 FT. POLE
25 FT. POLE
25 FT. POLE
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25 FT. POLE
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EXPIRES 12/31/07
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CITY
REVIEW SET
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03-26-07
PLAN SCALE
40 0
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40
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CONTROL POINT INDEX
EASTlNG
10000.00
9262.20
9269.38
9925.69
10007.25
ELEVATION DESCRIPTION
428.36 FOUND~" IRON ROD W/CAP
428.86 FOUND~" IRON ROD W ICAP
421.06 FOUND ~" IRON ROD W ICAP
428.63 SET HUB & TACK
425.16 FOUND~" IRON ROD W/CAP
NORTHING
10000.00
10005.09
10803.89
10676.74
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NOTES:
1. REFER TO ATTACHED FEMA MAPPI,NG FOR BASIS OF FLOODPLAIN ELEVATION
DETERMINATION. FIRM PANEL 1134 F,OA TED JUNE 2, 1999.
2. SURVEY INFORMATION IS BASED UPON A CITY OF SPRINGFIELD
BENCHMARK, A RAILROAD SPIKE AT BEND IN ROADWAY ALONG DEADMOND
FERRY ROAD. ELEVATION = 429.20. (NGVD 27). TO ADJUST TO FEMA
BENCHMARK ELEVATIONS, 0.03' IS TO BE ADDED TO THE CITY OF
SPRINGAELD'S BENCHMARK. BEARINGS OF THIS SURVEY ARE BASED UP LAND
PARTITION PLAN No. 94-p0502 FILED ON MAY 6, 1994, BY JAMES. A BRANCH,
LANE COUNTY SURVEYOR'S FILE No. 31950.
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100 WEST 13TH AVENUE
EUGENE. OR 97401
P: 541-686-8478
F: 541-345-5303
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