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PROPOSED SONIC BUilDiNG FOOTPR!~r~'
1746 sq.ft.
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PROPOSED ABBY'S PIZZA/DELI BUilDING FOOTPRINT
4832 sq.ft.
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GENERAL NOTES:
1. ALL STORM WATER WILL SHEET FLOW TO AREA INLETS
INCORPORATING OIUWATER 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.
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 STALLS ARE 9' MINIMUM WIDTH AND 18'
MINIMUM DEPTH. ALL COMPACT SPACES ARE 8' MINIMUM WIDTH AND
16' MINIMUM DEPTH. SEE PLAN FOR DETAILS.
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.
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CITIZENS BANKI
lENDING OUTLET
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PROJECT TEAM:
OWNER/lNVESTOA
ABRE, LLC
RICH OLSON - OWNERS REP.
1960 RIVER ROAD .
EUGENE, OR 97404
(541 ) 689-0019
SONIC ARCHITEa
COATLAND MORGAN, AACHITECT A.l.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 ARCHITEa
AFFOLTER. WEST & JONES, A.I.A.
DAVID JONES, A.I.A.
1600 VALLEY RIVER DRIVE. STE. 270
EUGENE, OR 97401
(541) 342-6511
SURVEYOR
8ALZHISER & HUBBARD ENGINEERS
CLELL GOODWIN, PLS
P.O. BOX 10347
EUGENE, OR 97440
(541) 686-8478
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CIVIL ENGINEER
ZCS ENGINEERING, INC.
JUSTIN GERLlTZ, PE
1654 WILLIAMS HIGHWAY
GRANTS PASS, OR 97527
(541) 479-3865
LANDSCAPE ARCHITEa
DOUGHERTY LANDSCAPE ARCHITEas, INC.
DAVID DOUGHERTY
474 WILLAMElTE STREET, STE. 305
EUGENE, OR 97401
(541) 683-5803
ELEaRICAL DESIGNER
BUILDERS ELEaRIC
MELLANY WITTKOP
195 MADISON STREET
EUGENE, OR 97402
(541) 485-0922
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GENERAL INFORMATION:
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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
SPRINGF~ElD, OR 97477
ZONE: MAJOR RETAIL COMMERCIAL (MR)
PARCEL(S) AREA: :i:1.25 ACRE
IMPACTED AREA: :i: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: 1
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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 STREET,
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 OLYMPIC
STREET.
PROPOSED DRAINAGE:THE PROPOSED DEVELOPMENT WILL HAVE A NET
DECREASE IN IMPERVIOUS SURFACES. PROPOSED
DRAINAGE PAlTERNS 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 CONCRETE OR
PORTLAND CEMENT CONCRt: I t:: 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 MATERIALS SHALL BE STORED IN
EACH FACILITY.
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CONSTRUtTION NOTES:
(1) COVERED TRASH ENCLOSURE. SEE ABBY'S ARCHITECTURAL ELEVATIONS FOR
DETAILS/SPECIFICATIONS. OVERALL DIMENSIONS VARY.
(j] ROOF LINE OF DRIVE-IN CANOPY/PATIO CANOPY ABOVE (AS SHOWN).
(j) 2" PAINTED LANE STRIPING (AS SHOWN) - TYPICAL
(jJ PAINTED DIRECTIONAL ARROWS (AS SHOWN) - TYPICAL
(jJ HANDICAP PARKING SPACES/ACCESS ISLES (AS SHOWN). ALL
SIGNAGE/STRIPING PER THE CURRENT M.U.T.C.D.
@ LANDSCAPE AREAS/PRE-TREATMENT SWALES (TYPICAL). SEE LANDSCAPE
DRAWINGS BY DLA, INC.
(f) STORAGE BUilDING (80 sq. ft.) TO BE LOCATED INSIDE TRASH ENCLOSURE AND
BE SCREENED FROM PUBLIC VIEW.
@ SHORT TERM BICYCLE PARKING SPACES (AS SHOWN).
@ SONIC OUTSIDE SEATING AREA/PATIO (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.
@ EXISTING BUS STOP/STRUCTURE TO REMAIN.
@ PROPOSED RAILING TO BE INSTALLED DUE TO GRADE DIFFERENCE BETWEEN
SIDEWALKlPAt~KING 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.
@ EXISTING IMPROVEMENTS/DEVELOPMENT OUTSIDE OF PROPERTY LIMITS TO
REMAIN.
@ PROPOSED SIGN LOCATION (REMOVE EXISTING SIGN). MATERIAL AND FINAL
SIZE TO BE DETERMINED.
@ DRIVE-THRU 'ORDER' BOARDIMENU
@ 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.
@; EXISTING TRANSITION BETWEEN 6' CHAIN LINK FENCE (WEST) AND 5' CHAIN
LINK FENCE (EAST).
@ DRIVE-IN STALL ORDER BOARD/MENU.
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VICINITY MAP
.NT5
CODE REVIEW:
EXISTING SITE ANALYSIS:
EXISTING BUILD1NGS
PAVED PARKING, MANEUVERING, & WALKS
LANDSCAPING
TOTAL AREA
PROPOSED SITE ANALYSIS:
PROPOSED BUILDINGS/CANOPIES
PAVED PARKING, MANEUVERING, & WALKS
LANDSCAPING
TOTAL AREA
BUILDING INFORMATION:
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'SIDELI ENCLOSURE FOOTPRINT
- ENCLOSURE HEIGHT (TYP.)
VEHICLE PARKING REQUIREMENTS:
PARKING SPACES REQUIRED:
- SONIC (1146 sq. ft.):
- ABBYS/DELI (4832 sq. ft.):
PARKING SPACES PROVIDED:
- STANDARD SPACES
- COMPACT SPACES
- ADA ACCESSIBLE SPACES
- DRIVE-IN SPACES (SONIC)
BICYCLE PARKING SPACES REQ./PROVIDED:
- SONIC:
- ABBYS/DELI:
ST.
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= :i: 14,156 sq. ft. =:t 26.0 %
= :i: 35,787 sq.ft. =:i: 65.5 %
= :i: 4,656 sq.ft. =:i: 8,5 %
= :i: 54,599 sq.ft. =:i: 1.25 ACRES
= :i: 10,769 sq.ft. =:t 19.7 %
= :i: 37,139 sq.ft. =:i: 68.0 %
= :i: 6,695 sq.ft. =:i: 12.3 %
= :i: 54,599 sq.ft. =:i: 1.25 ACRES
= 1746 sq. ft.
= 17'-9" TOP OF PARAPET/25'.71/2" TOP OF
TOWER
= 11'-3" TO TOP OF CANOPY
= 4832 sq. ft.
= 16'-0" TOP OF LOWER PARAtJE I
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
= 2 SHORT TERMI1 LONG TERM
= 6 SHORT TERM/2 LONG TERM
LANDSCAPINGIIRRIGATION PLAN:
SEE AlTACHED LANDSCAPEIIRRIGATION PLAN BY DLA, INC. FOR LANDSCAPE DETAILS
DRIVEWAYS:
(2) EXISTING DRIVEWAYS ON OLYMPIC STREET WILL BE UTILIZED FOR THE NEW DEVELOPMENT
COMMON OPEN SPACE:
NONE
CONSTRUCTION NOTES (CONT.):
@
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 DETERMINED.
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" Mt:I t::R).
INSTALL WATER SERVICE TO BUILDING (SIZE TO BE Dt:I t:RMINED).
EXISTING FIRE HYDRANT LOCATION (TO REMAIN).
EXISTING POWER TRANSFORMER LOCATION (TO REMAIN), TRANSFORMER TO
BE UTILIZED FOR NEW DEVELOPMENT.
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RELOCATED POWER SWITCHING CABINET (EXISTING CABINET TO BE REMOVED)
EXISTING WATER MAIN.
EXISTING TRAFFIC CONTROL JUNCTION BOX.
EXISTING 8" CONCRt:: I t: SEWER MAIN.
EXISTING GAS MAIN.
EXISTING TELEPHONE LINE.
EXISTING RESIDENTIAL
DEVELOPMENT (TYPICAL)
PR2-SU3\A 1A~ R:C'D
MAR 5 2008
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PROJECT NO:
DRAWN:
CHECKED:
DATE:
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CONSTRUCTION NOTES:
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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 2/C2.0.
INSTALL 24" 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
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SEE LANDSCAPE PLAN FOR TYPICAL VEGETATED SWALE CROSS-SECTION.
CONNECTION(S) TO EXISTING STORM DRAIN SYSTEM. EXACT PIPE SIZE/LOCATION/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
OR WEATHER RESISTANT ENCLOSURE PER THE DRINKING WATER PROTECTION STANDARDS.
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PORTLAND CEMENT CONCRETE WAlKWAYS, ETC.
EXISTING SIGN LOCATION($)
EXISTING BUS STOP (TO REMAIN).
EXISTING SITE LIGHTING TO BE REMOVED/REPLACED PER LIGHTING PLAN.
EXISTING :1:133 sq. ft. COFFEE STAND (RECENTLY REMOVED).
EXISTING :1:14,023 sq. ft. BUILDING TO BE REMOVED.
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1. THIS SITE IS WITHIN THE 2-5 YEAR TIME OF TRAVEL ZONE AND THE
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COMPLY WITH ALL DWP OVERLAY DISTRict REQUIREMENTS.
2. EXISTING COMMERCIAL DRIVEWAY APPROACHES ARE TO BE USED
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3. THE ENTIRE SITE WILL BE DEMOLISHED/REDEVELOPED WITHIN THE
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4. SEE SITE PLAN/STORMwATER CALCULAtiONS FOR EXISTING AND
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5. THE ENTIRE SITE FALLS WITHIN NRCS SOIL TYPE 119 (SALEM-URBAN
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6. ADJOINING COMMERCIAL DEVELOPMENTS HAVE RECIPROCAL
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1600 VALLEY RIVER DR.
SUITE 270
EUGENE, OR 97401
PHONE 541.342.6511
FAX 541.485.1483
david@awjarchitects.com
FRF FINI5Ii
TYPICAL AT KITCI-IEN AREAS OJ
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EXTERIOR WALL.
2x6 STUDS e MAX /61 O.C. WI MIN. R.21I-1D. BATT IN5UL
TYPICAL FOR ALL EXTERIOR WALLS
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CONTINUOUS FRCM SLAB TO ROCf DECK
FOR AGENCY REVIEW
NOT FOR CONSTRUCfION
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COORDINATE 4 ALIGN STUD
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UNDISTURBED EARTH" /
TYPE QTY. MANUF.
S1 2 RUUD
$2 6 RUUD
A 18 JGHTOUER
B 2 LUMARK
C 2 TECHLlGHT
D 4 STONCO
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TYPICAL 12' LIGHT POLE
NTS
SITE LIGHTING FIXTURE SCHEDULE
CATALOG NO. NO. LAMPS WATTS
AVV40-20625-M 1: 250W PSMH 250
SBL-AVV20C
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SW8T232HPF120H4GLR 2: F32T8 EA. 128
MHWL-175-120V 1~ 175W MH 175
DCSB1CL1182AF 1: MVR175/U 175
FPM42HLFLB 1: 42W CFL 42
GWC0625-M 1: 250W PSMH 250
DF11-FP-WO-242-WLEV1G 2: 42W CFL 84
VOLTS REMARKS
208 12' SQ. POLE
208 12' SQ. POLE
208 PER SONtC
2QS PER SONiC
208 PER SONIC
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PRE-SUBMITIA. R
MAR 5 2008
~
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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8
EXI5TING TF<.EES ON
AD.JAC,ENT PROPERTIES
5TORM~TER PLANTING5
(.JE UNLES5 NOTED OTHERY'l15E)
LANDSCAPE GUIDELINES
DECIDUOU5 TREE5
STORM~ TER PLANTING5
(CAO UNLES5 NOTED OTHE~15E)
A. SOIL PREPARATION
PLANT BEDS
1. FINISHED ELEVATION OF SUB-BASE TO Be .24" MINIMUM eE1..0~ FINISHED GRADE.
2. TILL 5U66RADE THOROU6HL Y TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT
OF TOPSOIL.
9. PLACE .24" MINIMUM OF TOPSOIL OVER TILLED SUB6AADE. ADD 4" OF OR6ANIC,
MATERIAL AND 15-5-10....10 FERTI1..IZER TO TOP50IL AT THE RATE OF 20 1..BS. PER
1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM.
4.PROVIDE 9" OF SHREDDED FIR BARK MULCH OVER ALL. PLANT BEDS.
5.PROVIDED "SPADED EDGEll TO SEPARATE 1..AY'tNS AND PLANT BEDS.
GROUNDCOVER
(AU UNLESS NOTED OTHEf<J^l15E)
CONIFEROU5 TRFFG:;
GROUNDCOVER
(FG UNLESS NOTED OTHERY'{ISE)
5HRUB5
GROUNDCOVER
(CVA UNLESS NOTED OTHERY'lISE)
B. PLANT MATERIAL
1. PROVIDE ONLY HEALTHY. FULL PLANT MATERIAL AT SIZES INDICATED.
2.PLANT SUBSTITUTIONS TO BE APPROVED 6"1' LANDSCAPE AAGHITEC,T.
9.PLANT LAYOUT TO BE APPROVED BY LAND5GAPE ARCHITECT PRIOR TO
INSTALLATION.
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SITE LIGHTING
(APPROXIMATE LOCATION5)
Pl..ANT SCHEOUl..l:
I KEY I GTY.I 60TANIC,AL NAME
TREES
AL.R. 19
FRPC. 8
INY5 9
I pyc. 5
IZSGV 9
SHRUB5
AJ c:;
AlJC. 6
c.AJP 1.2
C05I 64-
C05K q;
ElJAC 5
Ice. 95
MAC 8
NADL 46
PHF 43
PLO .28
RHU 5
ViD 81
ASPHALT
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MARK THE NORTH SIDE OF THE TREE IN THE NURSERY. AND ROTATE TREE
TO FACE NORTH AT THE SITE YiHEN EYER POSSIBLE.
I COMMON NAME
I MIN. SIZE I COMMENTS
IRRIGATION SY5 I t:M DESCRIPTJON
1. IRRIGATION DISTRIBUTION COVERAGE TO BE HEAD TO HEAD.
2. SEPARATE WNES ~ILJ... BE PROVIDED FOR l-AY'lN AND SHRUB AREAS.
9. SEPARATE WNES ~ILL BE PROVIDED FOR NE AND 5~ EXPOSURES.
4. COVERA6E AT' PIPIN6 Y'11LJ... BE 18" MIN. AT MAIN LINES AND 15" AT LATERAL. LINES.
5. INVERTED VAt.. VE60X SUMP ~ILL BE PROVIDED UNDER EACH AUTOMATIC CONTROL
VALVE. VALVE BOX HOLES TO BE LINED ~ITH FILIt:.1'<. FABRIC.
6. BACKFLO~ PREVENTER TO BE WC,A TED IN AGGE5S '.JUMBO' VALVE BOX Y'1ITH
DRAIN TO DAYLIGHT.
1. S" SAND BEDDING Y'1ILL BE PROVIDED BELO~ ALL PIPES.
e. ISOLATION GATE VALVE Y'ULL BE PROVIDED BEFORE EACH AUTOMATIC, CONTROL
VALVE. (NIBCO T-119 OR APPROVED)
q. MANUAL. BRONZE DRAIN VALVES ~ILJ... BE PROVIDED AT MAIN LINE LO~ POINTS.
10.SPRINI<.l...ER. MODELS TO BE: RAIN BIRD 1806 HEADS OR NETAFIM DRIPLINE TUBIN6 IN
SHRUB AREAS AND RAIN BIRD 1804 HEADS IN LAViN AREAS.
11. AUTOMATIC, CONTROLLER TO BE RAIN BIRD ESP-MC,.
12. AUTOMATIC, CONTROL VALVES TO BE RAIN BIRD rt:.o OR. DYX SERIES.
19. VA1..VE BOXES TO BE Acc.E5S (AMt:.It:.K) ~ITH 6REEN LIDS AT l-AY'lNS AND BROY'1N
1..105 AT PLANT BEDS.
14. MAIN 1..INE PIPIN6 TO BE SCHEDULE 40 PVC.
15. LATERAL. LINE PlPIN6 TO BE CLASS 200 PVc,.
10.SLEEYES TO BE SCHEDULE 40 PVC. (0" DIAMclcr;.)
11. MINIMUM PIPE SIZE TO BE S/4".
Alnus rubra
Fraxlnus pennsylvanlca 'Clmmzam'
Nyssa sylvatica
P},lrus c.alleryana 'C.hantlc.leer'
zelKova serrata 'Green vase'
R.ed Alder
Cimmaron Ash
BI~K Tupelo
Chantlc.leer Pear
Green Vase zelkova
2" c.al. Matc.hing. limbed up to approx. 6 ft.
2" c.al. MatG.hing. limbed up to approx. 6 ft.
2" cal. Matc.hlng, limbed up to approx. 6 ft.
2" Gal. MatGhlng. limbed up to approx. 6 ft.
.2" c.al. MatG.hlng. limbed up to approx. 6 ft.
Auc.Uba. japonlGa Vtlr'laata'
Arbutus unedo 'comp~ta'
Camellia Japonlc.a 'Purity'
COrnus seriGea 'Isantl'
COrnus serlc.ea 'Kelsey!'
Euonymu!f> alata 'comp~ta.
lllex crenata 'compac.ta'
Mahonia aquifollum 'compac.ta'
Nandlna domestlc.a 'Lemon Hill'
Photlnla frazerl
Prurl{.l!f> lauroc.erasu!f> 'Otto Luyken'
Rhododend ron 'IJnfa.ue'
Viburnum davldli
Gold Dust Plant
Stravberry Tree
Purity Camellia
Isantl Red-oe.ler Dogwood
Dwarf R.edtwlg Dogwood
Burning BU!f>h
Japanese Holly
compact Oreaon Grape
Lemon Hili Nandlna
Red Tipped Photlnla
otto LuLlken engliSh Laurel
Unique Rhododendron
David Viburnum
5 gal. matc.hlng. full
5 gal. matG.hlng, full
5 gal. matGhing. full
9 gal. matc.hing. full
.2 gal. matc.hlnq. full
5 gal matc.hing, full
3 gal, matc.hlng. full
3 gal. matGhlnlJ, full
2 gal. matc.hlng, full
5 gal. matc.hlng, full
5 aal. matGhing. full
:;) aal. matc.hinlJ. full
.2 9al. matc.hln~, full
GRASSES. GROUNDCOVERS AND PERENNIALS
AU
CVA
Ic.AO
IFG
I..JUE
.24" O.c.. Arc.tostat:')h~los uva-ursl
.20. O.G. Calluna vul9arl!f> 'Aul"eafo/la'
15" O.G. Carex obnupta
.24" O.c.. FestuGa glauGa
90" O.G, Junc.us eFfusus
,G)
TREE PLANTING AT PARKING AREAS
SECTION
KlnnlKinnlc.k
Aureafolla ScotGh Heather
510ugh 5edqe
Blue Fe!f>Gue
Soft Rush
matGhing, full
matc.hlnlJ, full
matc.hina.. full
matc.hina. full
matGhing, full
1 gal.
1 qat
1 aal.
1 gal.
1 qat
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PLAN
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FOR LOGATIONS
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.9:1 MAXIMUM SIDE SLOPE
NVle5:
1. PROVIDE 12"x12" CI...EAR. FLOY't AREAS
AT CUR6 OPENINGS INTO SY'lAl..E
2. SEE: CIVIL. E:NGINE:ER'5 PLANS FOR
ADDITIONAL. INFORMATION.
.12" MINIMUM PLANTING SOIL DEPTH
. VARIES
. 5Y'W..E 601TOM .
VARIES
SEE PLAN FOR Y'tIDTH
to
@
TYPICALVEGET A I t:D 5~LE
SECTION
SCALE: 1/211 = 11-0"
AD..JAC,ENT BUILDING \
OR. EDGE OF PLANT BED
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SPACING "0"
5" O.C.
6" O.C.
q" O.C.
12" O.C.
15" O.C.
RO~"A"
15.6"
::20.8"
26.0"
SO.O"
41.5"
ROYi "A':
2.6"
5.::2"
1.8"
10.4"
15.0"
SPACING "0"
18" O.c,.
24" O.C.
SO" O.C.
56" O.C.
48" O.C.
GUY ~IRE
@
6ROUNDCOVER. SPACING DIAGRAM
SECTION
N.T.S.
STAI<.E5 AS SPECifIED - EVENLY SPACED
(2) EACH ORNAMENTAL/CONIFER TREE
(::1) EACH SHAPE TREE
REMOVE SURLAP fROM TOP 1/3
OF ROOT BALL
MULCH AS SPECifIED (2" CLEAR AT TRUNK)
.=-=
()
W
J
o
a:
0...
DATE: 15 FEB 08
REVISONS:
02.22.08
CONCRt: I t: ~ OR CURe
PLANTING SOIL
3 M .TIA~
MAR 5 2008
SUB GRADE
LAt\DSCAPi:: ::>LAt\
_-,,"J!.:
--
DWG NO.
-
(S
LA-1
. COMPACTED TOPSOIL
(BELO~ ROOT SALLS ONLY)
o 5 10 20
SCALE: 1-=20'-0'
80
40
NORTH
SCALE: 1/211 = 1'-0"
DLA,nc. COPYRIGHT 2008