HomeMy WebLinkAboutApplication APPLICANT 3/24/2008
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AARON'S
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PROPOSED SONIC BUILDING FOOTPRiNT
1746 sq.ft.
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EXISTING RESIDENTIAL
. DEVELOPMENT (TYPICAL)
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GENERAL NOTES:
PROJECT TEAM:
1. ALL STORM WATER WILL SHEET FLOW TO AREA INLETS
INCORPORATING OILlWA TER SEPARATORS AND/OR VEGETATED
SWALES PRIOR TO LEAVING THE SITe. STORM WATER RUNOFF FROM
THE NEW DEVELOPMENT WILL BE LESS THAN OR EQUAL TO EXISTING
FLOW RATES. SEE GRADING & DRAINAGE PLAN AND SUPPORTING
STORM WATER CALCULATIONS FOR FURTHER DETAILS.
OWNER/INVESTOR
ABRE, LLC
RICH OLSON - OWNERS REP.
1960 RIVER ROAD
EUGENE, OR 97404
(541) 689-0019
2. EXISTING COMMERCIAL DRIVEWAY APPROACHES ARE TO BE USED
FOR NEW DEVELOPMENT.
3. ALL LANDSCAPING WILL BE DESIGNED/INSTALLED BY A
PROFESSIONAL LANDSCAPER. SEE LANDSCAPE PLAN BY DLA, INC.
4. ALL STANDARD PARKING srALLS ARE 9' MINIMUM WIDTH AND 18'
MINIMUM DEPTH. ALL COMPACT SPACES ARE 8' MINIMUM WIDTH AND
16' MINIMUM DEPTH. SEE PLAN FOR DETAILS.
SONIC ARCHITEO"
CORTLAND MORGAN, ARCHITECT A.I.A.
MICHELLE SOWERS-AVANT DESIGN GROUP
711 N. fiELDER
ARLINGTON, lX 76012
(817) 635-5696 (CORTlAND)
(817) 226-0202 EX. 1 07 (AVANT)
ABBY'S ARCHITEO"
AffOLTER, WEST & JONES, A.I.A.
DAVID JONES, A.I.A.
1600 VAllEY RIVER DRIVE, STE. 270
EUGENE, OR 97401
(541) 342-6511
5. ALL TWO-WAY DRIVE AISLES ARE 24' MINIMUM WIDTH AND ONE-WAY
DRIVE ISLES ARE 18' MINIMUM WIDTH AS SHOWN.
6. ADJOINING COMMERCIAL DEVELOPMENTS HAVE RECIPROCAL
ACCESS THROUGH THIS SITE PER EXISTING CC&R'S.
7. SEE ON-SITE LIGHTING PLAN BY OTHERS FOR EXTERIOR SITE
LIGHTING DETAILS.
8. THIS PROJECT WILL COMPLY WITH THE SOLAR ACCESS
REQUIREMENTS FOR THIS ZONE.
9. CUT/FILL: THE SITE WILL BE STRIPPED OF EXISTING BUILDINGS,
LANDSCAPING, AND HARDSCAPE AND THE PROPOSED GRADES WILL BE
SIMILAR TO EXISTING GRADES. NO LARGE CUTS/FILLS WILL BE
REQUIRED FOR THIS DEVELOPMENT.
SURVEYOR
BALZHISER & HUBBARD ENGINEERS
ClEll GOODWIN, PLS
P.O. BOX 10347
EUGENE, OR 97440
(541) 686-8478
10. THERE ARE NO WATERCOURSES LISTED ON THE WATER QUALITY
LIMITED WATERCOURSE MAP ON OR ADJACENT TO THIS
DEVELOPMENT.
11. THIS PROPERTY IS OUTSIDE OF THE REGULATED FLOOD PLAIN (500
YEAR) BASED ON THE FEMA FLOOD INSURANCE RATE MAPS (FIRM).
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CITIZENS BANK!
LENDING OUTLET
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CIVIL ENGINEER
ZCS ENGINEERING, INC.
JUSTIN GERlITZ, PE
1654 WILLIAMS HIGHWAY
GRANTS PASS, OR 97527
(541) 479-3865
LANDSCAPE ARCHITEO"
DOUGHERTY LANDSCAPE ARCHITECTS, INC.
DAVID DOUGHERTY
474 WILlAMETfE STREET, STE. 305
EUGENE, OR 97401
(541) 683-5803
ELEO"RICAl DESIGNER
BUILDERS ElEO"RIC
MELLA NY WITTKOP
195 MADISON STREET
EUGENE, OR 97402
(541 ) 485-0922
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GENERAL INFORMATION:
OWNER: POLEN FUTURES, LLC
2197 OLYMPIC STREET
SPRINGFIELD, OR 97477
APPLICANT: ABRE, LLC
1960 RIVER ROAD
EUGENE, OR 97404
SITE LOCATION: LANE COUNTY, OREGON
T 17 S, R 03 W, SECTION 25-42
TAX LOTS: 500,600,700,800,900
STREET ADDRESS: 2005 OLYMPIC STREET
SPRINGFIELD, OR 97477
ZONE: MAJOR RETAIL COMMERCIAL (MR)
PARCEL(S} AREA: :f:1.25 ACRE
IMPACTED AREA: :1:1.25 ACRES
EXISTING USE: DOLLAR TREE (OLD MOVIE THEATER)
PROPOSED USE: SONIC DRIVE-IN, ABBY'S PIZZA, DELI
PEAK # EMPLOYEES: SONIC: 12
ABBY'S PIZZA: 10
DELI:
STORM: CITY OF SPRINGFIELD
WATER: SPRINGFIELD UTILITY BOARD
SANITARY SEWER: CITY OF SPRINGFIELD
EXISTING DRAINAGE: MOST OF THE EXISTING DEVELOPMENT IS
COVERED WITH IMPERVIOUS SURFACES. PER
INFORMATION OBTAINED FROM EXPLORATORY
EXCAVATIONS, WE DETERMINED THAT THE
MAJORITY OF THE SITE DRAINS EAST THROUGH
THE BANK PROPERTY, UNDER OLYMPIC ~ I KEET,
AND OUT TO THE ADJACENT CANAL THE EXISTING
CATCH BASIN LOCATED ON THE WEST SIDE OF THE
PROPERTY IS ASSUMED TO DRAIN WEST THROUGH
THE AARON'S FURNITURE PROPERTY AND OUT TO
THE ADJACENT STORM DRAIN SYSTEM IN Ol:;YMPIC
STREET.
PROPOSED DRAINAGE:THE PROPOSED DEVELOPMENT WILL HAVE A NET
DECREASE IN IMPERVIOUS SURFACES. PROPOSED
DRAINAGE PATTERNS WILL MIMIC THE EXISTING
CONDITIONS DESCRIBED ABOVE. VEGETATIVE
PRE-TREATMENT METHODS WILL BE USED TO
COMPLY WITH THE STORMWATER REQUIREMENTS.
SEE DRAINAGE STUDY FOR FURTHER
INFORMATION.
SURFACE MATERIAL: ALL PROPOSED PARKING/MANEUVERING AREAS
WILL BE PAVED WITH ASPHALT CONCRt: I t: OR
PORTLAND CEMENT CONCRETE PAVEMENT AS
NOTED. WALKWAYS/PATIOS WILL BE
CONSTRUCTED WITH CONCRETE.
SPECIAL ZONING:
DISTRICTS
DRINKING WATER PROTECTION OVERLAY DISTRICT
(DWP). NO MORE THAN 20 GALLONS OF NON-DNAPL
HAZARDOUS MA TERIALS SHALL BE STORED IN
EACH FACILITY A T ANY GIVEN TIME. BASED ON
THIS INFORMA TION, THE DEVELOPMENT SHOULD
BE EXEMPT FROM THE DRINKING WA TER
APPLlCA nON REQUIREMENTS. A HAZARDOUS
MA TERIALS INVENTORY LIST WILL BE SENT TO THE
SPRINGFIELD UTILITY BOARD PRIOR TO BUILDING
PERMIT ISSUANCE.
CONSTRUCTION NOTES:
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COVERED TRASH ENCLOSURE. SEE ABBY'S ARCHITECTURAL ELEVATIONS FOR
DETAILS/SPECIFICATIONS. OVERALL DIMENSIONS VARY.
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ROOF LINE OF DRIVE-iN CANOPY/PATIO CANOPY ABOVE (AS SHOWN).
2" PAINTED LANE STRIPING (AS SHOWN) - TYPICAL
PAINTED DIRECTIONAL ARROWS (AS SHOWN) - TYPICAL
HANDICAP PAHKING SPACES/ACCESS ISLES (AS SHOWN). ALL
SIGNAGE/STRiPING PER THE CURRENT M.U.T.C.D.
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LANDSCAPE AREAS/PRE-TREATMENT SWALES (TYPICAL). SEE LANDSCAPE
DRAWINGS BY DLA, INC.
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STORAGE BUilDING (80 sq. ft,) TO BE LOCATED INSIDE TRASH ENCLOSURE AND
BE SCREENED FROM PUBLIC VIEW.
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SHORT TERM BICYCLE PARKING SPACES (AS SHOWN).
SONIC OUTSIDE SEATING ARENPA TIO (PARTIALLY COVERED).
HANDICAP ACCESS RAMP (TYPICAL). ALL RAMPS TO HAVE MAXIMUM 1 :12
RUNNING SLOPE AND 0.25:12 CROSS SLOPE. DETECTABLE WARNINGS TO BE
PROVIDED PER CURRENT EDITION OF OSSC.
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EXISTING BUS STOP/STRUCTURE TO REMAIN.
PROPOSED RAiliNG TO BE INSTALLED DUE TO GRADE DIFFERENCE BETWEEN
SIDEWALK/PARKING AREA.
LONG TERM BICYCLE PARKING SPACES (AS SHOWN). ABBY'S/DELi SPACES TO
BE LOCATED INSIDE OF STORAGE AREA IN BUILDING. SONIC SPACE TO BE
LOCATED INSIDE OF STORAGE AREA ADJACENT TO TRASH ENCLOSURE.
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EXISTING IMPROVEMENTS/DEVELOPMENT OUTSIDE OF PROPERTY liMITS TO
REMAIN.
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PROPOSED SIGN LOCATION (REMOVE EXISTING SIGN). MATERIAL AND FINAL
SIZE TO BE Dt: I t:RMINED.
DRIVE-THRU 'ORDER' BOARD/MENU
DRIVE-THRU 'PREVIEW BOARDIMENU
CONCRETE PARKING BUMPERS (AS SHOWN)
EXISTING 6' CHAIN LINK FENCING TO REMAIN (REMOVE/REPLACE ALONG
AARON'S FURNITURE PROPERTY LINE FOR CURB CONSTRUCTION. REPLACE
COLORED SLATS AS NECESSARY.
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VICINITY MAP
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CODE REVIEW:
EXISTING SITE ANALYSIS:
EXISTiNG BUILDINGS
PAVED PARKING, MANEUVERING, & WALKS
LANDSCAPING
TOTAL AREA
PROPOSED SITE ANAL YSIS~
PROPOSED BUILDINGS/CANOPIES
PAVED PARKING, MANEUVERING, & WALKS
LANDSCAPING
TOTAL AREA
BUILDING INFORMA TION~
SONIC DRIVE-IN BUILDING FOOTPRINT
SONIC DRIVE-IN BUILDING HEIGHT
SONIC DRIVE-IN CANOPIES
ABBY'S PIZZAlDELI BUILDING FOOTPRINT
ABBY'S PIZZA/DELI BUILDING HEIGHT
COVERED TRASH ENCLOSURES
- SONIC ENCLOSURE FOOTPRINT
- ABBY'S/DELI ENCLOSURE FOOTPRINT
- ENCLOSURE HEIGHT (TYP.)
VEHICLE PARKING REQUIREMENTS:
PARKING SPACES REQUIRED:
- SONIC (1746 sq. ft.):
- ABBYSIDELI (4832 sq. ft.):
PARKING SPACES PROVIDED:
- STANDARD SPACES
- COMPACT SPACES
- ADA ACCESSIBLE SPACES
- DRIVE-IN SPACES (SONIC)
BICYCLE PARKING SPACES REQ.lPROVIDED:
- SONIC:
- ABBYSIDELI:
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= :f: 14,156 sq. ft. =:f: 26.0 %
= :I: 35,787 sq.ft. =:f: 65.5 %
= :f: 4,656 sq.ft. =:f: 8.5 %
= :f: 54,599 sq.ft. =:f: 1.25 ACRES
= :f: 10,769 sq.ft. =:f: 19.7 %
= :f: 37,139 sq.ft. =:f: 68.0 %
= :f: 6,695 sq,ft. =:f: 12.3 %
= :t 54,599 sq.ft. =:f: 1.25 ACRES
= 1746 sq. ft.
= 17'-9" TOP OF PARAPET/25'-7 1/2" TOP OF
TOWER
= 11'-3" TO TOP OF CANOPY
= 4832 sq. ft.
= 16'-0" TOP OF LOWER PARAPET
17'-51/2" TOP OF UPPER PARAPET
= 385 sq. ft. (ENCLOSURE WILL ALSO CONTAIN AN
80 sq. ft. STORAGE BUILDING AND (1) LONG
TERM BICYCLE PARKING SPACE THAT
WILL BE SCREENED BY ENCLOSURE)
= 208 sq. ft.
= 9'-9"
= 66 SPACES (TOTAL)
= 18 SPACES
= 48 SPACES
= 66 SPACES (TOTAL)
= 33 SPACES
= 12 SPACES
= 3 SPACES
= 18 SPACES
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= 2 SHORT TERM/1 LONG TERM
= 6 SHORT TERMI2 LONG TERM
LANDSCAPINGIIRRIGATION PLAN:
SEE ATTACHED LANDSCAPE/IRRIGATION PLAN BY DLA, INC. FOR LANDSCAPE DETAILS.
VEGETA TIVE SCREENING IN ADDITION TO THE EXISTING 6' CHAIN LINK FENCE (WINEW
COLORED SLA TS) WILL BE PROVIDED ALONG THE SOUTH PROPERTY LINE AND WILL BE A
MINIMUM OF 6' HIGH IN 4 YEARS.
DRIVEWAYS:
(2) EXISTING DRIVEWAYS ON OLYMPIC STREET WILL BE UTILIZED FOR THE NEW DEVELOPMENT
COMMON OPEN SPACE:
NONE
EXISTING TRANSITION BETWEEN 6' CHAIN LINK FENCE (WEST) AND 5' CHAIN
LINK FENCE (EAST).
DRIVE-IN STALL ORDER BOARD/MENU.
CONSTRUCTION NOTES (CONT.):
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4" SEWER LATERAL LOCATION. CONNECT TO EXISTING MAIN USING EXISTING
TAPS IF POSSIBLE.
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INSTALL 1500-GALLON GREASE; TRAP ON THE PROPOSED SANITARY SEWER
LATERAL
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GAS LATERAL LOCATION - SIZE TO BE Dt:.1 t:.RMINED.
CONNECT AREA DRAIN IN COVERED TRASH ENCLOSURE TO SEWER LATERAL
4" FIRE LINE AND ABOVE GROUND FIRE VAULT W/FIRE DEPARTMENT
CONNECTION.
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INSTALL 1-114" WATER SERVICE TO BUILDING (OFF OF 1" METER).
INSTALL WATER SERVICE TO BUILDING (SIZE TO BE Dt: J eRMINED).
EXISTING FIRE HYDRANT LOCATION (TO REMAIN).
EXISTING POWER TRANSFORMER LOCATION (TO REMAIN). TRANSFORMER TO
BE UTILIZED FOR NEW DEVELOPMENT.
PROJECT NO:
DRAWN:
CHECKED:
DATE:
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RELOCATED POWER SWITCHING CABINET (EXISTING CABINET TO BE REMOVED)
EXISTING WATER MAIN.
EXISTING TRAFFIC CONTROL JUNCTION BOX.
EXISTING 8" CONCRETE SEWER MAIN.
EXISTING GAS MAIN.
EXISTING TELEPHONE LINE.
DEDICA TE 2' CITY UTILITY EASEMENT (BEHIND EXISTING 5' CITY UTILITY
EASEMENT).
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Date Rece\ved:
MAR 2 , 2008
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SITE PLAN
Origina\ submittaL
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PROPOSED ASPHALT CONCRETE PAVEMENT AREA.
PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT AREA.
INSTALL CONCRETE CURB OPENING TO ADJACENT SWALE PER DETAIL 1/C1.0.
INSTALL CONCRETE'CURB & GUTTER OPENING TO ADJACENT SWALE PER DETAIL 2JC2.0.
INSTALL 240 GIBSON STEEL CATCH BASIN WITH 24" SETTLEMENT SUMP AND CITY APPROVED POLLUTION
CONTROL DEVICE, OR APPROVED EQUAL (2-TYPICAL). ALL CATCH BASINS EXPOSED TO DIRECT PARKING
LOT RUNOFF SHALL HAVE OIL FILTRATION MEOlA INSTALLED PER CITY STANDARDS.
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CONNECTION(S) TO EXISTING STORM DRAIN SYSTEM. EXACT PIPE SIZE/LOCA TION/MA TERIAL TO BE
VERIFIED PRIOR TO CONSTRUCTION.
INSTALL FULL DEPTH CONCRETE CURB (TYPICAL U.N.O.) PER CITY OF SPRINGFIELD STD. DWG. 3-5.
INSTALL CONCRETE CURB AND GUTTER PER CITY OF SPRINGFIELD STD. DWG. 3-5.
INSTALL FULL DEPTH CONCRETE CURB (1'-0" WIDTH) WITH CHAIN LINK FENCING ABOVE.
INSTALL 29.9 LF. OF 6"0 'HDPE' STORM LINE @0.5% SLOPE.
INSTALL 14.2 LF. OF 6"0 'HDPE' STORM LINE @0.5%SLOPE.
ROOF DRAIN CONNECTION LOCATION (AS SHOWN).
ALL BUILDING ROOFTOP MOUNTED EQUIPMENT SHALL BE PROVIDED WITH SECONDARY CONTAINMENT
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CONSTRUOION NOTES:
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EXISTING ASPHALT CONCRETE PAVEMENT AREA.
1. THIS SITE IS WITHIN THE 2-5 YEAR TIME OF TRAVEL ZONE AND THE
5-10 YEAR TIME OF TRAVEL ZONE (AS SHOWN). THE PROJECT WILL
COMPLY WITH ALL DWP OVERLAY DISTRICT REQUIREMENts.
PORTLAND CEMENT CONCRETE WAlKWAYS, ETC.
EXISTING SIGN LOCAiiON($)
EXISTING BUS STOP (TO REMAIN).
EXISTING SITE LIGHTING TO BE REMOVED/REPLACED PER LIGHTING PlAN.
2. EXISTING COMMERCIAL DRIVEWAY APPROACHES ARE TO BE USED
FOR NEW DEVELOPMENT AND WILL NOT BE MODIFIED (ALL
MODIFICATIONS WILL TAKE PLACE BEHIND EXISTING APPROACHES).
3. THE ENTIRE SITE WILL BE DEMOLISHED/REDEVELOPED WITHIN THE
LIMITS OF THE PROPERTY BOUNDARY(S), INCLUDING ALL EXISTING
STRUCTURES, LANDSCAPING, PAVING, AND HARDSCAPE. EXISTING
CONDITIONS WILL BE REUSED WHERE FEASIBLE (SEE SITE PLAN).
4. SEE SITE PlAN/$TORMWATER CALCULATIONS FOR EXISTING AND
PROPOSED IMPERVIOUS/LANDSCAPE AREA CALCULATIONS.
EXISTING :f:133 sq. ft. COFFEE STAND (RECENTLY REMOVED).
EXISTING :1:14,023 sq. ft. BUILDING TO BE REMOVED.
EXISTING POWER TRANSFORMER TO REMAJN AND BE REUSED FOR NEW DEVELOPMENT.
EXISTING LANDSCAPE AREAS (SPARSE LANDSCAPING/BARK - TYPICAL)
5. THE ENTIRE SITE FALLS WITHIN NRCS SOIL TYPE 119 (SALEM-URBAN
LAND COMPLEX). SEE GEOTECHNICAL ENGINEERING SERVICES
REPORT BY PSI FOR ADDITIONAL INFORMATION.
6. ADJOINING COMMERCIAL DEVELOPMENTS HAVE RECIPROCAL
ACCESS THROUGH THIS SITE PER EXISTING CC&R'S. ADDITIONAl
EASEMENTS WILL BE PROVIDED AS NECESSARY FOR
ACCESS/STORMWA TERlETC. ALL LOTS ADJACENT TO THIS
DEVELOPMENT ARE CONTIGUOUSLY OWNED.
7. ALL EXISTING ON-SITE LIGHTING IS TO BE REMOVED/REPLACED PER
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MAR 2 t 2008
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Date Received:
A2
MAR 2 t 2008
DWG:
Original Submittal
5917-A2
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CANOPY FASCIA
REF. CA-IJI
RAMF SEE SITE -
PLAN (TYFICAL)
07
1/211 = 11-011
......
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BULLNOSE CANOFY FASCIA - REF. ^
CA-1.05 4 CA-IJI
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REF. STRUCT.
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PRIMED -REF. 5TRUCT
v
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" [EXTENDER FLASI-l'6 INSTALLED AFTER
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OF SEALANT ANDIOR FOAM INSERT IN
CHANNEL BEFORE ATTACHING DECK
PANS WIPOP RIVETS 6 12'o.c.
( EXTERIOR BUILDING FINI51-1
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19
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CANOPIES, AT CORNERS, 4
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CANOPY - REF. CA-1.I3
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- TS 6x4 COLUMN REF.
CA-LlS 4 STRUCT.
CONCRETE WALK
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2' BLACK LETTERS
r. I-IELVETICA MEDIUM'
2'-4' "
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NOTES:
1. ViNYL DECAL 15Y WA55ERSTROM.
2. SUPPLIED BY OliNER 4 INSTALLED BY G.C. -
COORDINATE. LOCATIONS WI OWNER.
3. SIGN CONveYS ONLY MIN. HEIGI-ITS FOR PURPOSES
OF INFORMING CUSTOMERS AND IS NOT INTENDED
TO REPRESENT MINIMUM CONSTRUCTION HEIGHTS.
14
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;. FASCIA - REF.
, CA:-1.05
>\ /
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ALL CANOFY COMPONENTS
FURNISED AND INSTALLED BY. G.C.
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,
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FASCIA) MOUNTED TO TOP OF NEW DRIVE- Tl-lRU TOWER ARCI-4ED TOWER
CAP SUPPLIED BY OUNER AND INSTALLED BY GC. REF: CA-222.
') I AvAILABLE SIGN LOCATIONS AS DETERMINED BY OWNER PER LOCAL
2J SIGN ORDINANCES. PROVIDE TWO (2) SIGNS, ONE (i) EA. SIDE OF TOWER, AS
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REQUIREMENTS WI LOCAL CODE OFFICIALS. G.C. TO PROViDE ELEC.
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CONNECTION. SUPPLIED BY OUNER AND INSTALLED BY G.C. .G.C. TO
PROViDE LOW VOLTAGE ELEC POWER FROM TRANSFORMER LOCATED
INSIDE MENUBOARD AT COLUMN BELOW.
41 ARCI-4ED FABRIC CANOPY 4 STEEL STRUCTURE SUPPLIED BY OUNER 4
IN5TALLED BY G.C. PAINT ALL CANOPY STEEL STRUCTURE
5I-4ERUJIN-WILLlAMS, IEVERGREENSI S~441, INDU5TRIAL ENAMEL-B54- TI04
( GREEN).
PROViDE IGREENI LED OUTLINE OF FRONT EDGE OF ARCI-4ED CANOPY .t
DRIVE- TI-4RU WINDOW CANOPY. PROViDE ASSOCIATED ELECTRICAL. LED
SUPPLIED BY OWNER AND INSTALLED BY G.C. COLOR TO BE
DETERMINED.
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TO OUTLINE SI-4AFE. SUPPLIED BY OWNER AND INSTALLED BY G.C.
11 FLEXIBLE FABRIC FLASl-lING INSTALLED BETWEEN BUILDING AND CANOPY.
~ REF SI-4EET CA-L SUPPLIED BY OWNER AND INSTALLED BY G.C.
I LED 51GN OVER EACI-4 WINDOW, IFULL MENU ALL DAY' 1i) LEFT, qFRESl-l
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TO SIGNS.
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SUPPLIED BY OWNER AND INSTALLED BY G.C.
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SW1005, INDUSTRIAL ENAMEL-B54-WI~1 (WI-4ITE).
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AS MANUFACTURED BY SEAMAN CORP.
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SUPPORTED BY ANGLED SUPPORTS. SUFPLIED BY SONIC AND INSTALLED
BY G.C. REF: CA-2.1b
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GENERAL NOTES: CANOPY veNDOR TO SUPPLY TOUCI-4 UP PAINT FOR CANOPY
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...v
-.v
4'
-.v
-.v
+
4
-.v
..\'
~
-.v
-.l!
-.v
-.v
-.v
..i;. -.v __...... ..
~f
..v
-.v
-.l/
...... :'.::::::::-:,;;;;;;;;_-;;;;,. ,\I ~
X
~
-'v.-....-...............,-..~~-......--.....~
<:i
'l;1
;J
, \r--
/
1 S --- - G - -' \ G ~ _A \
Q1/16" = 1'-0"
SQUARE 12' POLE
. rM. OUNllNG HARDWARE
/ BY MANUFACTURER
~L- A ..
/ .', .J'
. . .,' _ 6"
!'
2'
SITE LIGHTING FIXTURE SCHEDULE
TYPE QTY. MANUF. CA T ALOG NO. NO. LAMPS WA TTS VOL TS REMARKS
Sl 2 RUUD AW40-20625-M 1: 250W PSMH 250 208 12' SQ. POLE
SBL-AVV20C
S2 6 RUUD AVV40LR-20625-M 3: 250W PSMf- 750 208 12' SQ. POLE
S8L-AVV20C
A 18 JGHTOLlER SW8T232HPF120H4GLR 2: F32T8 EA. 128 208 PER SONIC
B 2 LUMARK MHWL-175-120V 1: 175W MH 175 208 PER SONIC
C 2 TECHLlGHT DCSB1 CL 1182AF 1: MVR175/U 175 208 PER SONIC
D 4 STONCO FPM42HLFL8 1: 42W CFL 42 208
F 3 RUUD GWC0625-M 1 : 250W PSMH 250 208
G 2 MORLlTE DF11-FP-WO-242-WLE\AG 2: 42W CFL 84 208
...'1_--
FINISH GRADE ~. ':;l:~',. ',' ~4.r
#8 BARE CU --- ........./ MIN
GROUND WIRE
.. .".. - 2' 4'
I ../~ I
BASKETS. NO. 2 BAR~ -
24" SONOTUBE >...
NO.4 BAR (4) EACH t~' :-'i1~1 "
UNDISTURBED EARTH - /
TYPICAL 12' LIGHT POLE
NTS
N
8
'FJ
UTL
UTL .
<l
"
"
"
SITE PLAN APPLICA TION NOTES:
I
.\7
BOTH LIGHT FIXTURES ')\" AND "B" WILL INCORPORA TE FULL CUTOFF
SHIELDS AS PART OF THEIR INST ALLA TION PER THE LIGHTING
CONTRACTOR.
SEE LIGHTING EXAMPLES INCLUDED WITH THE SITE PLAN
APPLlCA TION DOCUMENTS.
Date Received:
t
MAR 2 t 2008
Original Submittal,.
THIS PRINT IS THE PROPERTY OF
BUILDER'S ELECTRIC, INC., FOR THE
USE OF THEIR EMPLOYEES FOR
CONSTRUCTION OF THIS PROJECT.
ANY USE BY OTHERS IS NOT ALLOWED.
COPYRIGHT 2008
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DATE
JOB
DRA WN
2/26/08
MWF
REVISED
REllISED
REVISED
REVISED
ACAD
FILE
ACAD pIT
SCALE
SHEET 24" X 36"
SIZE
ABBY'S-El
1 == 1
1
SHEET
f4l1
OF 1
OLYMPIC STREET
8 COSK. J 115 casK
4 c.o5~~~~:-~/~>1'FRPcf~~~--~~7'- . 11 F"RPc,
Ir-~~'
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PROPOSED ABBY'S PIZZAIDELI BUILDING I
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PROPOSED SONIC. BUILDING
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INTO SY'1ALE
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FG
VEGET A-I E:V
SV'V\L.E
C,URB OPENINGS
INTO S~
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ROOF STRUC.11JRE
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EXISTING I KEE5 ON
ADJAC,ENT F'ROPERTIES -'
5TORMViA TER PLANTING5
(JE UNLESS NO I t:0 OTHEF<Y'tISE)
LANDSGAPE GUIDELINES
5TORMViATER PLANTINGS
(CAO UNLESS NOTED OTHEF<Y'tISE)
A. SOIL PREPARATION
PLANT BEDS
1. FI~,USHED FI r:v Al10N OF 5UB-B~E TO BE 241/ MINIMUM BEL..O~ FINI~HED GRAPE.
2. TILL SUBGoAADE THOROUGoHL Y TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT
OF TOPSOIL.
S.PLACE 24" MINIMUM OF TOPSOIL OVER TI~ I t=D SUBGoRADE. Avv 4" OF ORGoANIC
MATERIAL.. AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 L.BS. PER
1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM.
4. PROVIDE S" OF SHREDDED FIR BARK MULCH OVER AU- PLANT BEDS.
5.PROVIDED "SPADED ED<f,E" TO SEPARATE 1..AY'tNS AND PLANT BEDS.
DECIDUOUS TREES
~~
GROUNDGOVER
(AU UNLESS NOTED OTHEF<Y'tISE)
CONIFEROUS TREES
GROUNDGOVER
(FG UNLESS NOTED OTHEF<Y'tISE)
SHRUBS
'--
I
1
~~
GROUNDCOYER
(CVA UNLESS NOTED OTHERY'IISE)
.
B. PLANT MA TERIAt..
1. PROVIDE ONLY HEAl-THY, FULL PLANT MATERIAL.. AT SIZES INDICATED.
2.PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
S. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INST ALLA TION.
SITE LIGHTING
(Af-"r'KOXIMATE LOCATIONS)
I COMMON NAME
I MIN. SIZE I COMMENTS
,/~"
~.- _..-
jL:,~;~~;",~:::.~:; i; ~
. "...... . ,/>Y0,
;; :::~':.:'::.~: :;::-:: '
~~:':'. <:;Po;. ::~':'::;';:'..:,:"
7.:. \ -:~'~'''<'~:- :";.~:::'
..,' <\",,":"
IRRIGATION 5Y51 t:M DE5CRIPTION
1. IRRI<f,ATION DISTRIBUTIONCOVEAAGoE TO BE. HEAD TO HEAD.
2. SEPAAA TE ZONES ~ILL BE. PROVIDED FOR ~N AND SHRtJBARE.A5.
S.SEPARA TE ZONES ~ILL BE. PROVIDED FOR NE. AND Sr'{ EXP05lJRES.
4. COVERAGE AT PIPING }^{ILL BE 1f>uMIN. AT MAIN LINES AND 15u AT LAI t::r<AL. L..INES.
5. INVt:r<.1 t:.V VALVE BOX SUMP f'{ILLBE PROVIDED UNDER EACH AUTOMATIC CONTROL.
VAL.. VE. VAt.. VE BOX HOLES TO BE LINEDr'{ITH FILTER FABRIC.
O. BAC,KFLO~ PRE.VEN I t:K TO BE L.OCA I t:V IN ACCESS '..JUMBO' VALVE BOX ~ITH
DRAIN TO DAYLIGoHT.
,. S'. SAND BEDDING. ~ILL BE PROVIDED BEL.O~ AL..L PIPES.
8. ISOLATION GoAn: VAL.VEYilLL BE PROVIDED BEFORE EACH AUTOMATIC CON1'l<.OL
VALVE. (NIBCO T-11S OR APPROVt::J,.l)
q. MANUAL.., BRONZE DRAIN VAt.. VES ~ILL BE PROVIDED A T MAIN LINE LOr'{ . POINTS.
10.SPRINt<.L..ER MODELS TO BE: RAIN BIRD 1800 HEADS OR NETAFIM DRIPLINE TUBING IN
SHRUB AREAS AND RAIN BIRD 1804 HEADS IN 1..AY'tN AREAS.
11. AUTOMATIC CONTROLLER TO BE RAIN BIRD ESP-MC.
12. AUTOMATIC, CONTROL VALVES TO BE RAIN BIRD PEa OR DVX SERIES.
1S. VALVE BOXES TO BE ACCESS (AMt:lt:K) ~ITH GREEN LIDS AT ~S AND BRO~N
LIDS AT PLANT BEDS.
14. MAIN LINE. PIPINGo TO 6E SCHeDULE 40 PVc..
15. LA ~ LINE PIPING TO BE CLASS 200 pvc,.
16. SJ F=FVES TO BE SCHEDULE 40 P'VC.(61f OIAMi:: I cR)
1,. MINIMUM PIPE SIZE TO BE S/411.
Alnus rubra
Fraxinus pennsylvanlca 'c'immzam'
Nyssa sylvatlca
Pyrus Galleryana 'c:.hantlGleer'
zelKova serrata 'Green V86e'
Red Alder
c'lmmaron A6h
SlacK Tupelo
c.hantiGleer Pear
Green Vase zelkova
2" Gal. Matching, limbed up to approx. 6 ft. .
2" c.al. Matchin9. limbed up to 8Oprox, €:I ft.
2" Gal. Matc.hlng. limbed up to 8Oprox. 6 ft. _
2" cal. Matc.hln~. limbed UP to approx. 6 ft. _
12" cal. Matching. limbed up to approx. 6 ft.
c
E
~
f'l
AuGuba Japonlca. Varl!2ata'
ArbutU1i7 unedo 'compacta'
c..amellla JaponiGa 'Purity'
COmus li7erlGea 'l1i7antl'
COrnus serfGea 'l<elseyf'
Euor.ymus alata 'compacta'
lIlex Grenata 'compacta'
Mahonia Cil(tulfollum 'c.ompaGta'
Nandlna domestlca 'Lemon Hili'
Photlnla frazerl
prunus lauroc.er86us 'otto L.uyKen'
fUJododenaron 'Unique'
. Viburnum davldll
I Gold Dust Plant
5tralberry Tree
purity c..amellla
l1i7antl Red-OSler DO!2wood
Dwarf Redtwr~ Do~wood
6urnlng 6ush
d!panese Holly
COmpact Oregon Grape
Lemon Hili Nandlna
Red Tipped Photlnia_
otto L..uYKen English J..a.lrel
Unique R.hododendron
j David Viburnum
5 ~al. matc.hlng. full
5 t;Jal. matc..hl~. full
5 ~al. matc.hln~. full
;:) t;Jal. matc.hlng. full
2 ~al. matGhlng. full
5 qal matc..hing. full
;:) gal. matc.hing. full
;:) <aal. matc.hlng, full
2 gal. matc.hing. full
5 ~al. matc.hing, full
5 gal. matc.hlng. full
;:) ~al. matc.hing. full
.a9aL matc.hlnq. full
N~ ,
'MARI<. THE NORTH SIDE OF THE ~ IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE YiHEN EVER POSSIBLE.
GRASSES, GROUNDCOYERS AND PERENNIALS
KlnnlklnnlcK
Aureafolla 5GotGh Heather
510ugh 5edge
Slue Fescue
50ft Rush
matching. full
matGhlng, full
matGhin~. full
matc.hlng. full
matGhlng. full
.~
-1r<.EE PLANTINGA'T PARKING AREAS
SECTION
1 qat
1 qat.
1 qal.
1 qat
1 gal.
AU
C,VA
CAO
FG
..JUE
24" O.G. ArGt05taphyl05 uva-ursl
20" O.c.. calluna vul~arls 'AUreafolla'
15" O.G. Garex obnupta
24" o.c.. FestuGa gJauGa
;30" O.G, JunGUs effusu1i7
\
CONCRt: IS: PAVINcSo
(SEE PLAN fOR L..Oc.A TION)
.2% SL..OPE
~ u~
t)
. '.:..:...
',. ~ ..:,
.. !It '.
4. .~
s
3:1 MAXIMUM SlOE SLOPE
NOTES:
1. PROVIDE 1.2"x12" CLEAR fLOY'l AREAS
AT CURS OPENINcSoS iNTO ~
2. SEE CIVIL.. ENcSoINa:rc:.'S PLANS fOR
ADDITIONAL INfORMATION.
Q)
.cG\STEI?~
~V 279 ~.o
· ~(L~j. .~
~ David J~~
~ 0
% OREGON 1&
0\0 ~
4PE A-~\..J~T
~ {:) \JI
~ fA ~
'<- s t3
{) - eo
.sf ~ I
~ I~~
!
Q ;, ~ 5 ·
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itGJi
~~
u.a'
~
YEcSoET A TION - SEE P1.ANTINcSo
PLAN
COI...L..fG.TION/OVfRLOY'l FACIL.ITY
BEYOND
CONGRt:: I t: CURS - SEE PLAN
FOR L..OGA TIONS
AC SURFACE
~.
~'I..
~1
, . -f/m~~:!. ,""
I ;~!l:
3:1 MAXIMUM SIDE SLOPE
~c:
CO
015
~E
-- en
~c:
a:8
Q)
.....
--
CD
1.2" MINIMUM PLANTlNcSo SOIL.. DEPTH
, VARIES ~
., SY'iAL.E 6v I 10M "
VARIES
SEE PLAN FOR Y'lIDTH
'-
TYPICAL VEGET A"I t:D s~LE
SEC,TION
SCALE: 1/211 = 1'-0'1
ADJACENT BUILDING
OR EDGE OF PLANT 6ED
\
P1..ANT eCHEOU1..E
KEY I GTY'.\ BOTANICAL'NAME
TREES
A1..R 1;:)
FRPC e
NY5 S
PfC :;
ZSGV ;:)
GUY ~IRE
ST AKE5 AS SPECIFIED - EVENLY SPAc.ED
(2) EACH ORN~MENT AL/C.ONIFER TREE
(9) EACH SHADE TREE
REMOVE 6URLAP FROM TOP 1/5
OF ROOT BALL
MULCH AS SPEGIFIED (2" CLEAR AT TRUNK)
C,ONCRt:: I t: ~ OR C,URS
PLANTING SOIl..
SU6 GAADE
.c'oMPAc. I E:V TOPSOIl..
(6El..OY'l. ROOT BALLS ONLY)
SCALE: 1/211 = 1'-0"
G
8
8
'I,
'4:
Sj
8
8
G
o
'0
~
3
()
It
0,.
o
o
SPACING "D"
5" O,C.
6" O.c..
q" O.c..
12" O.c..
15" O.c..
~"A"
15.6"
20.e"
26.0"
90.011
41.5"
ROY'( "All
2.6"
5.2"
'.e"
10.4"
15.0"
SPACING "D"
1e" O.C,
24" O.c..
90" O.C:
36" O.G.
48" O.c..
@
GROUNDCOVER 5PACIN6 DIAGRAM
SECTION
LANDSCAPE ::>LAf\
-
-
0510 20
SCALE: 1-=20'-(1'
40
80
:<
5"
~~.
....
o
'+-
.....
.... 0
.ce z
o
--
CD
C
.............
as
N
N
a:
en
~
0:8
-I~
-I~
-~
w-;::
a:C
o
CO of:
<(~
N.T.S.
'a:
o
-C
CD
--
't-
C)
C
--
....
0.
CD
.....
Q)
~
.....
CD
o
-a
E
>.
-
o
.=-=
o
W
J
o
a:
a..
DATE: 15 FEf3 08
REVISONS:
02.22.08
CD
DWG NO.
LA-1
NORTH
Date Received:
MAR 2 I 2008
DLA '''' COPYRIGHT 2008
Original submittal
-