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pyrlght CU 2012 &arch Fnglneering, Inc.
TOPOGRAPHIC SURVEY
SITE ASSESSMENT OF EXISTING CONDITIONS NOTES
FLOODPLAIN INFORMATION
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) NO. 41039C1133F LISTS
THE SITE AS "ZONE X" WHICH IS OUTSIDE OF THE 500—YEAR FLOODPLAIN AND NOT WITHIN A SPECIAL FLOOD
HAZARD AREA.
SOILS INFORMATION
THE NATIONAL RESOURCES CONSERVATION SERVICE (NRCS) SOIL SURVEY CLASSIFIES THE ON—SITE SOILS AS
COURTNEY GRAVELLY SILTY CLAY LOAM AND SALEM—URBAN LAND COMPLEX. DEPTH TO GROUNDWATER IS
ESTIMATED TO BE GREATER THAN 80 INCHES.
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WATER QUALITY LIMITED WATERCOURSES
THERE ARE NO WATER QUALITY LIMITED WATERCOURSES WITHIN OR ADJACENT TO THE SITE.
EASEMENTS
REFER TO THE ALTA SURVEY FOR ADDITIONAL DESCRIPTION OF EASEMENTS.
TOPOGRAPHIC SURVEY INFORMATION
EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON FROM SURVEY PREPARED BY BRANCH ENGINEERING INC.,
TITLED "EXISTING CONDITIONS SURVEY — WALMART NEIGHBORHOOD MARKET', DATED 3/2021.
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revisions:
date: MARCH 31, 2021
drdeon by: AVVMS
designer:
project no 21-035
sheet:
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revisions:
date: MARCH 31, 2021
drdeon by: AVVMS
designer:
project no 21-035
sheet:
EXISTING
CONDITION
PLAN
0
'1 TAX LOT MAP �-N
1 1 2 1 3 4 1 5 1 6
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MARK DATE DESCRIPTION
ISSUE DATE: MAY 18, 2021
SSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
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MARK DATE DESCRIPTION
ISSUE DATE: MAY 18, 2021
SSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
CHECKED BY:
GTL
SITE ASSESSMENT
OF EXISTING
CONDITIONS
C100
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20-99 YEAR TIME OF TRAVEL ZONE ' 10-20 YEAR TIME OF TRAVEL ZONE
i
DEVELOPMENT AREA
SITE PLAN - OVERALL
GATEWAY LOOP (60' WIDE)
p oueuc sm
2111110--N -am-
PLAN SCALE
100, 200' SITE PLAN INFORMATION
SCALE: 1"= 100' STREET ADDRESS: 2730 Gateway St, Springfield, OR 97477
TAX MAP: Lane County Township 17 South, Range 3 West, Section 22.
DEVELOPMENT AREA: 35,100 SF (0.81 AC)
NEW PAVEMENT AREA: 21,450 SF
PROPOSED NEW PARKING SPACES
STANDARD SPACES: 0
COMPACT SPACES: 92
TOTAL SPACES: 92
EXISTING PARKING
OVERALL MALL SITE: 3,526
TAX LOT 2305 (WALMART): 190
6
1 2 3 4 5 6
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MARK DATE DESCRIPTION
ISSUE DATE: MAY 16, 2021
ISSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
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ISSUE DATE: MAY 16, 2021
ISSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
CHECKED BY:
GTL
SITE PLAN -
OVERALL
C200
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SITE PLAN
E
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-----------------------------------
------------------------------------------------------------------ INTERSTATE 5
2
5
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PLAN SCALE
SCALE: I"= 20'
5
0
OKEYNOTES
1 PROPOSED ASPHALT PARKING LOT.
2 . PARKING SETBACK: MAINTAIN 5' MINIMUM SETBACK FROM PROPERTY LINE.
3 . PROPOSED STORMWATER TREATMENT: VEGETATED STORMWATER TREATMENT (SWALE OR RAIN
GARDEN) AREA. PROVIDE VEGETATED TREATMENT FOR BETWEEN 50% AND 100% OF NEW
PARKING LOT IMPERVIOUS SURFACE. TREATMENT BEYOND 50% TO BE CREDITED TOWARD
FUTURE DEVELOPMENT REQUIREMENTS. FINAL CONFIGURATION TO BE DETERMINED.
4 . PROPOSED LANDSCAPE IMPROVEMENTS.
5 . PROPOSED SITE LIGHTING: NEW SITE UGHTING, FIXTURES TO MATCH EXISTING PARKING LOT
LIGHTING FIXTURES IN MAIN PARKING FIELD. FINAL LOCATION/CONFIGURATION TO BE
DETERMINED WITH PHOTOMETRIC STUDY.
6. NEW 6' TALL CHAIN LINK FENCE.
E7 . EXISTING PAVED ACCESS DRIVE/STORAGE AREA TO REMAIN.
E2 .EXISTING PAVED TRUCK MANEUVERING ZONE TO REMAIN.
E3 .EXISTING 6' FENCE TO REMAIN.
E4 .EXISTING WETLANDS AND EMBANKMENT TO REMAIN
E5 .EXISTING EMBANKMENT TO REMAIN.
E6 .EXISTING EDGE OF PAVEMENT.
E7 .EXISTING LOADING DOCK TO REMAIN.
E8. EXISTING COVERED RECYCLING AREA TO REMAIN.
MAZZETTI
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MARK DATE DESCRIPTION
ISSUE DATE: MAY 18, 2021
ISSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO: 205-067
DRAWN BY: OWL
CHECKED BY: GTL
SITE PLAN -
DEVELOPMENT
AREA
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ISSUE DATE: MAY 18, 2021
ISSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO: 205-067
DRAWN BY: OWL
CHECKED BY: GTL
SITE PLAN -
DEVELOPMENT
AREA
C201
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1 2 3 4 6 6
--------------
--------------------
--------------
-------------------
I _ 2 PR P RN N NP.
3 3
OF i
60 -FL N (IN)= 427.0±
42 -FL E (IN)= 427.0±
60 -FL S (OUT)= 427.0±
—(E)SD (E)SD
F 2
_ 3
6*SD OF
—
RAIN GARDEN RG -1
/ JTYP
6°SD 1
RAIN GARDEN RG -2 — — — I �—
_ � 4
—(E)sD— / ` _ --- RAIN GARDEN RG -3
E)SD L(E)SD —(E)SD — 4
(E1.�D —(E)SD—(E)SD (E (E)SD —(E)SD (E)SD�-- —�E)SD (E)SO (E — � E El " (E)SD—(E)SD—
11 (E)SD — (E)SD —
/ (E)SD �(E)SD �(E / (E)SD —(E)SD (E)SD —(E)SD
—�(E)SD_ (E)SD� (E)SD —(E)SD (E)SD _(E)SD—
(E)SD (E)SD (E)SD (E)SD — 1 6 `L J
as as
(E)sD— (E)s(E)s (E)SD—( )`$D—(E)sD— NT I
I Df--(E)SD —(E)SB I E S —�
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(E)SD �� g
O 00 O 00 00 ---------I-------------------- �� ` 0
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\ 0 ------------
\ 0
' Y
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RAIN GARDEN RG -4
4 I' �1 i , I f o f l O,y6 p
—(E)O"W—(E)0HW_(E)0H., �� v
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�Hw{oHw— E)aHw — F 2 0
w--(E)OHWOF (E)oHw / )a
EO
.i/
RAIN GARDEN RG 5
/5
Nf
r(E)a (E)G (E)a (E)G (E)a (E)G (E)a�(E)G---(E)c —�
\(E)0—
' Pmvlde prate ea from oil vsb aur trafre, can lstaging,
6 Z o rock
and toot traffic apo. oeM mf Vad areas Guo W, dodgy,
a S,,a, 314 -2-1,7 washed
andaftercrzn niton.
b Depth : 12'Wimdm
? riimart$lehe
Jrair rack later shall our see rater Corm he growing medium
a. Deahl of rmt garden 6" minimum and 12" m.,-r,m
and the su-mund said ..p a goatexn a 1,er fante
b. Flat oetie n e dth e ria
TYPICAL DETAILS
c. Sere dopes at Rani Carden: 31meximum.
8 Ghoar,,qmedom
FILTRATION RAIN
a `2 minorum
E. Setbacks:
In Imported topsoil at amended native topsoil.
a afifthahan rale garderns most be 10from
bundstlo"s and 5'rom p'opedy lines.
Vegabadi , Follow lardscop, plops abenal rAr to plant ILt is
Din ehen Barr Garden donotregmre asgO,B, with
S!NMM Appendix F. Number of pbbegs ph -'Fast of fasilay area:
an eppmved waterproof Iter,
..100 Ground Cavern, OR
t. &0 Ground Covers, 2 Large Shrubs 4 Small Shrubs
4. CV,pflgua
apd 1 tree, AssudUot3 a, EYE,g(eenl
a. 0,0 oa s are required unless aseed to fWiy'mtiltrate
he rood cpntrol esigr srhup
10 nstal wa,uAd Fea gb l or rNer,ockio tran,�tian from
b HIl e,evetion must allure, ter 2' of Heabeapi
n at,aas splash ped to {powlgy madam
E I minimum
5P,p,,g Mmiramb" pipanamured ter up 1.1500 sgft of
Impervo,, araa Orstrerse4 -1,'ipino material, slopes
I
and Instal.hon shall follow the Unifnan Plmnbing Cada.
CITY OF
FILTRATION RAIN GARDEN
EUGENE OREGON
18eNeINEERInc
DCPA { MENT OF PUBLIC NIGRKS
TYPICAL DETAILS
D /Alan
FILTRATION RAIN
GARDEN
NO SCALE
I
(E)SD RIM —(E)SD —
437.09 (E)SD —(E)SD —(E)SD —(E)SD —(E)SD
L -
\C\ --- �-(E)SDrt
Qg E -- _
,v I
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---------.--.—
--- ---,---,------,r .—L.--,
STORMWATER LEGEND
VEGETATED STORMWATER RAIN GARDEN
DRAINAGE BASIN BOUNDARY
RUNOFF FLOW DIRECTION
SHEET NOTES
A. REFER TO SHEET TBD FOR GENERAL NOTES AND LEGENDS.
B. REFER TO SHEET C400 FOR SITE GRADING.
O CONSTRUCTION NOTES
i
IS DilM MH
oRIM:436.82
1. CONSTRUCT STORM DRAIN MANHOLE PER DETAIL TBD.
2. CONSTRUCT CLEANOUT PER DETAIL TBD.
3. CONSTRUCT OVERFLOW CATCH BASIN PER DETAIL TBD.
4. CONSTRUCT STORMWATER FILTRATION RAIN GARDEN WITH 2" FREEBOARD, 6"
RESERVOIR DEPTH (TO TOP OF GROWING MEDIUM), 2' MINIMUM BOTTOM WIDTH,
3H:1V SIDE SLOPES. INSTALL WITH PERFORATED PIPE SUBDRAINAGE SYSTEMS.
INSTALL IMPERMEABLE LINER FOR RG 1, 2, AND 3 DUE TO PROXIMITY TO
PROPERTY LINE. SIZING FACTOR FOR RAIN GARDENS TO BE 0.05. REFER TO
DETAIL 2/C300 FOR TYPICAL SECTION.
5. EXISTING STORM DRAIN MANHOLE TO REMAIN.
6. CONNECT TO EXISTING STORM DRAIN MANHOLE.
El. EXISTING PUBLIC STORM DRAIN INFRASTRUCTURE TO REMAIN.
E2. EXISTING PUBLIC OPEN CHANNEL AND WETLANDS AREA.
E3. EXISTING PRIVATE STORM DRAIN INFRASTRUCTURE TO REMAIN.
E4. EXISTING NATURAL GAS TO REMAIN.
E5. EXISTING WATER TO REMAIN.
EIA. EXISTING UNDERGROUND POWER TO REMAIN.
EIB. EXISTING OVERHEAD ELECTRICAL TRANSMISSION LINES TO REMAIN.
3
\rejSQ
E3�
—(E)SD —(E)SD �(E)SD _(E)SD —(E)SD _(E)SD
SITE PLAN
6"FL SW (IN)= 427.86
15 -FL E (IN)= 427.82
B'FL S (IN)= 427.81
15 -FL N (OUT)= 427.80
_(E) --`)OH �(F.0HW—(E HLN r^
%% ` 1 W ( W—(E)0 —(E)
0 3
6p
\r,
4
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i3 (E)SD
(E)SD
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6"FL W (IN)= 430.00 H
15 -FL S (IN)= 428.54
R(E)c 15 -FL N (OUT)= 428.44 Q
\(E)G J
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311111111111l —0 --
PLAN SCALE
0 10 20'
ISSUE DATE: MAY 18 2021
5
6
SCALE: 1"= 10'
ISSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO: 205-067
DRAWN BY: OWL
CHECKED BY: GTL
SITE STORM
DRAIN PLAN
C300
v
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IN
E
3
2
5
0
--------------
x
--------- -
-- --
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I I I I435.21
BOT
PROPERTYii i1 i v �ROPERTY LINE TYP. x
li OF / vv 436.17
BOT
c
/ F v .�
,., 3 436.88 --------/
1v xxo x� 435.88436.04 BOT
x �x� TP TP i �� SCO OF
3 � 3. 1.60 ,_.-- --- 0 �� vR� x„ ��-
xx + �' - x
436.75. TYP -_ -_- -
TP
436.11 / / 2 1B _ ------ y. -' ���x i1
----
_ /'� < __ 437.09 '�� \ I� _c. /�i,-
1 437.45 - - x.
x oh . ,..` 3 - a 2�F . TP/EX %
x - -
�� Rl,^438. f.. ,�;` ,.,,, � ��, r... 3 1B 437. /� x 437.27 �7.OE ., - \ \ �/ `.L--xu,.,
436.TP / Y 2 - 3 - i TP X /M \ 1 /
„`.,.. x.`�.. .( x - �r+ ,,;..� i ago 1 .436.66 I `•-_.�-
w / /E
V - _ \\\-_ 4seo//x TYP`vim. IA Hyl
-i
x
436.5711
1 I ... -- - - ,� II
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,..: �' bsa o- 437.731 - a, �� ,
/// v v x �� i��� 5 ' 436.40 J
TP A\TYP
/ 436.55 TP.
TP TYP
4
II Yi 436.82 / �. _ x ' �� / 437.09 I I�4 xi TP/ML
6.M� .�o�
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li li 436.84 M ,; -- --- 438.61 YY / , 1 �0
1
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II II , x,., -- -,L1� ;... , G\\ _ - _ ��° ; is ;
��
II V TYP
437.30i ° i. r /
% TP TYP x. 'v\I, a.. I '�11 I M�`✓
ss- li/ 1 1
I II II. . oQ0" i 2
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a --x 437.34f TP
437.28 x / tee. x i L; l 4 .,`11 / i° vv v vv vv 1 1
TP
437.06 0 Avv 1 vv 1v v
it Y J l l i 1
5
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__ TYP a"F� x v � t v v l �" Y1C
437.59 5 vv 1v v vv v1 c:><
1 i/
TC - / 438.00
437
I I 4 .75 ' 18 �
TP
xy
TYP(437.75
TP 5----------
(D
vv vv v wL
- fhps�,
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y
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6
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9 full x
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it ... �' t ,. ,- _ -
_ - RIM:436.63
I GM
V I
ACPM MH
� I
/ <e
RIM 436.82
IIIllCB
�N
SHEET NOTES
PLAN SCALE A. REFER TO SHEET TBD FOR GENERAL NOTES AND LEGENDS.
SITE PLAN
DROP CURB
AT DRIVEWAY
OF CURB SLOPE
_ SEE NOTE 3
NO LI
r 1
I
DROP CURB AT
SIDEWALK RAMP
SEE NOTE 4
GUTTER BAR
SCALE: I"= 10'
PROJECTED FL
ELEVATION PER
GRADING PLAN
B. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES.
ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED
FOR LAYOUT SHOWN
O CONSTRUCTION NOTES
1A. CONSTRUCT CURB & GUTTER PER DETAIL 2/C400.
1B. CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL I@p.,
2. CONSTRUCT FULL DEPTH CURB PER DETAIL 3/C400.
3. CONSTRUCT CURB OPENING PER DETAIL 4/C400.
4. INSTALL PRECAST CONCRETE WHEELSTOP PER DETAIL TBD.
5. SAWCUT AND REPAIR PAVEMENT PER DETAIL TBD.
PROJECTED FL
ELEVATION PER
OCK CHANNEL GRADING PLAN
:R DETAIL TBD TP ELEVATION PER
GRADING PLANS, TYP.
EXPANSION CONTRACTION 1" i I I ,� \ I
ICKENED
EXPANSION CONTRACTION 1" JOINT -SEE NOTE 1 RAD 6" AS PER PLANS I ' AND GUTTER
JOINT - SEE NOTE 1TYP AC PVMT AS
RAD 6" i6" 1" PER PLANS NO LIP
TYP AC TYP
PER PPLANS VMT S °�l `° I °
''�.
B-13SECTION A -A SECTION B -
FL ELEVATION P
GUTTER 12' 12
GRADING PLAN LLpW
B LINE A A
CURB BACKFILL AND " z CURB BACKFILL AND z z A A
SURFACE TREATMENT
AS PER PLANS COMPACTED SURFACE TREATMENT COMPACTED
12" 24" ROCK BASE AS PER PLANS 12' B. ROCK BASE 12" 8"
MIN MIN MIN FACE OF
NOTES STANDARD DROP JOINT GR DINGELEV PER GUTTER
1. EXPANSION JOINTS IN NON -EXTRUDED CURB GUTTER. CONTRACTION JOINTS IN GRADING
/ CURB CURB T� PLANS
EXTRUDED CURB/GUTTER.
2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND NOTES B AND GUTTER GRADING PLAN
GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. 1. EXPANSION JOINTS IN NON -EXTRUDED CURB. CONTRACTION JOINTS IN EXTRUDEDSECTION
3. SLOPE TOP OF CURB TO MATCH ADJACENT RAMP OR LANDING SLOPE (2% MIN - CURB. 12" 12" 12"
8.3% MAX) 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND PLAN TP ELEV PER
4. ADJUST GUTTER SLOPE PER RAMP CONDITION GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. GRADING PLANS
ACCESS RAMP - 1:12 MAX NOTES
RAMP LANDING - 1:20 MAX 1. REFER TO GRADING PLANS FOR CURB OPENING LOCATIONS.
2 CURB AND GUTTER 3 FULL DEPTH CURB r. CURB OPENING
NO SCALE NO SCALE NO SCALE
1 2 3 4 5
OF CURB SHOWN
ON HORIZONTAL
LAYOUT PLAN
/
434.55
i BOTI \M MH TP/ME
RIM 434.86
Y
i
i
1 I
1 I
\
PAVEMENTLEGEND
LIGHT VEHICULARENSE' AC
ALT VEMENT OVER SECTION
3" LIFT ')F DENSE' AC PAVEMENT OVER
6" MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER
GEOTEXTILE OVER
APPROVED SUBGRADE
0
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HEAVY VEHICULAR ASPHALT PAVEMENT SECTION
DRAWN BY:
214° LIFT 1/2" DENSE' AC PAVEMENT OVER
Z
3" LIFT 1/2" DENSE' AC PAVEMENT OVER
12 MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER
GEOTEXTILE OVER
APPROVED SUBGRADE
BEGINNING OR END OF CURB TYPE
- sc - - sc - -
PAVEMENT REMOVAL SAWCUT LINE
GRADING PLAN
LEGEND
EXISTING SPOT ELEVATION
°`456.25
PROPOSED SPOT ELEVATION
TCONC
-GB- -Ga- -
GRADE BREAK LINE
_R - -R - -R - -
GRADING RIDGE LINE
-v- -v- -v- -
GRADING VALLEY LINE
TOE OF FILL SLOPE
BOT
BOTTOM OF STORMWATER RAIN GARDEN ELEVATION
EX
EXISTING
FL
TOP OF PAVEMENT ELEVATION AT GUTTER FLOWLINE
FS
FINISHED SURFACE
ME
MATCH EXISTING
RIM
RIM ELEVATION
TC
TOP OF CURB ELEVATION
TOE
TOE OF FILL SLOPE ELEVATION
TP
TOP OF PAVEMENT ELEVATION
TR
TOP OF ROCK ELEVATION
TW
TOP OF WALK ELEVATION
0
MAZZETTI
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MARK DATE DESCRIPTION
ISSUE DATE: MAY 16, 2021
SSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
Z
GTL
0
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MARK DATE DESCRIPTION
ISSUE DATE: MAY 16, 2021
SSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
CHECKED BY:
GTL
SITEPAVING
AND GRADING
PLAN
C400
H 1
1.40
'.12
'.13
i.95
M
F6"
PA
C
I
X
E
PLANTING AREA 1,644 SF
PROPOSED CANOPY TREE
2 1 3 1 4
RAIN GARDEN FACILITY 423 SF
i l
PROPOSED CANOPY TREE
6' CHAIN LINK FENCE
RAIN GARDEN FACILITY 483 SF
PROPOSED CANOPY TREE
PACIFIC\
HIGHWAY (I5) \ \ \
RAIN GARDEN FACILITY 416 SF
5
PLANTING AREA 407 SF
- PLANTING AREA 405 SF
(�� \ \ PROPOSED CANOPY TREE
PLANTING AREA 292 SF.�(E}SD� ` }\ iD90 (DSD
i (gso�OE>so�
MW
—agsD�p�—cD�D
T-------------
PROPOSEDCANOPYTREE �` —---------------------- (DSD�� I
Qj
PROPOSED CANOPY TREE
ro OJ
SIGN
RAIN GARDEN FACILITY 720 SF
EXISTING BOULDER EDGE
To remain.
Boulders to be repositioned as necessary to protect
,•12*rain garden facility adjacent to parking lot.
— — — Mulch or seed the area between boulder edge
DE— ---"'lll and rain garden/planting area.
LANDSCAPE PLAN
LEGEND
WVMH 1 SUMP PUMP � � •�
IM:433.98 • � • �. .p�
3" FL OUT(E):432.37�SIL 0;
CB 2.--,•-
RIM:436.63'-._
8"PVC FL OUT(S):434.88
— CB 1_I•
' . DISI -ATT T1 a '. • 1
ATTENTION SHOPPERS SIGN
2 1 3 1 4
PLANTING AREA 278 SF.
PROPOSED CANOPY TREE
PLANTING AREA 347 SF.
6
CONCRETE
i ► HEADWALL
OUTLET 3
60 CUP FL:426.42
' OUTLET 2
601CMP FL:426.40
CONCRETE HF4DWALL
\\ I,1AVQ\ SPLASH PAD
\ \ j 6' CHAIN LINK_ FENCE
W,\ '! •
— OUTLET 1------_
\
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CAMERON
McCARTHY
LANDSCAPE ARCHITECTURE & PLANNING
RAIN GARDEN FACILITY 382 SF. — — — — 0
�4f-------
f ti
0
SDMH 3 Cn PROTECT WELL SIGN Z J
— —RIM:436.63 — — — — ' I I !I Q w 0 z
151CMP tt IN(E):427.82 — — — F- — — — L _SDMH 4 air U
8"PVC FL IN(S):427.81 I + RIM. 4.86- `T — — — - Q N LU
O Q
0 Q Q o a
PLAN SCALE Q LV W W Cl)
10' 20' W ~ ~ L L
SCALE: 1"= 10' d 0 (D Z
0 C
U) m M N N
MARK DATE DESCRIPTION
ISSUE DATE:
LANDSCAPE PLAN INFORMATION
ISSUE:
INTERIOR LANDSCAPE AREA: 578 SF
SPR MODIFICATION - PRE -SUBMITTAL
PARKING LOT AREA: XXXX SF
205-067
% PARKING LOT LANDSCAPED: 5% OR GREATER
PROPOSED TREE
PLANTING AREA: 3,081 SF
GTL
RAIN GARDEN AREA: 2,731 SF
2" cal min.
TOTAL LANDSCAPE AREA:: 5,812 SF
NOTE: ALL NEW PLANTING SHALL BE PROVIDED PATH A
PERMANENT UNDERGROUND IRRIGATION SYSTEM.
SPECIFIC PLANT MATERIAL, QUANTITY, SIZE AND
PLANTING AREA
LOCATION TO BE DETERMINED. ALL MATERIAL TO
To meet requirements of interior parking lot landscape
COMPLY WITH LANDSCAPE DEVELOPMENT STANDARDS
standards per Section 4.4-100.
IN SDC SECTION 4.4-100.
RAINGARDEN FACILITY
Design and plant selection to meet requirements of
parking lot landscape standards and tree standards
per City's Engineering Design Standards and Procedures Manual,
Section 2.9 Facility Selection and Design of Eugene Stormwater
Management Manual and Approved Vegetation List.
ATTENTION SHOPPERS SIGN
2 1 3 1 4
PLANTING AREA 278 SF.
PROPOSED CANOPY TREE
PLANTING AREA 347 SF.
6
CONCRETE
i ► HEADWALL
OUTLET 3
60 CUP FL:426.42
' OUTLET 2
601CMP FL:426.40
CONCRETE HF4DWALL
\\ I,1AVQ\ SPLASH PAD
\ \ j 6' CHAIN LINK_ FENCE
W,\ '! •
— OUTLET 1------_
\
O
MAZZETTI
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cwn�rsmr.arno
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CAMERON
McCARTHY
LANDSCAPE ARCHITECTURE & PLANNING
RAIN GARDEN FACILITY 382 SF. — — — — 0
�4f-------
f ti
0
SDMH 3 Cn PROTECT WELL SIGN Z J
— —RIM:436.63 — — — — ' I I !I Q w 0 z
151CMP tt IN(E):427.82 — — — F- — — — L _SDMH 4 air U
8"PVC FL IN(S):427.81 I + RIM. 4.86- `T — — — - Q N LU
O Q
0 Q Q o a
PLAN SCALE Q LV W W Cl)
10' 20' W ~ ~ L L
SCALE: 1"= 10' d 0 (D Z
0 C
U) m M N N
MARK DATE DESCRIPTION
ISSUE DATE:
MAY 18, 2021
ISSUE:
SPR MODIFICATION - PRE -SUBMITTAL
PROJECT NO:
205-067
DRAWN BY:
DWL
CHECKED BY:
GTL
LANDSCAPE PLAN
L100