HomeMy WebLinkAboutPlan, Final APPLICANT 2/11/2016NOTE: SEE SHEET L1.3 FOR GRADING AND STORMWATER IMPROVEMENTS.
NEW CURB
(WINOTCHES) a
a
a
EXISTING CITY -..a
STORM LINE
a
s
NEW DRANi INLET
WITH SUMP
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W
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O
CV
PLANTER
OVERFLOW TO
DRAIN INLET.
NEW) CATCH IM
WITH SUMP
CITY OF SPRINGFIELD
DRAIN INLET FACING
PROPERTY(E)
%'W9%U rWF%%At
ACCESS (E) TO BE
RECONSTRUCTED.
SEE PAVING NOTE
#6.
CITY STORM UNE (E)
MAIN STREET
SITE SURFACING AND STORMWATER IMPROVEMENTS
CITY OF SPRINGFIELD - ---/
DRAIN INLET FACING
PROPERTY (E)
VICINITY MAP PAVING AND STORMWATER NOTES
EXISTING DECIDUOUS TREE TO REMAIN
+
NEW ASPHALT PAVING TO BE PROVIDED OVER EXISTING OR NEW ROCK
1.
r z :r }ta5
SUBGRADEATALL PARKING AND DRIVE AREAS WH ERE TONED.
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EXISTING PRIVATE CATCH BASIN TO BE REPLACED WITH OVERFLOW
..,:may ,i ';.:..f .::f •". '".."!' Jsc ;i'i'r i {:>.;
'•` rki
.�Y .. S .Y>.��
DRAIN T
A NEW STORMWATER PLANTER ALONG WEST EDGE OF PARKING.
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_� . "` ,� x=.. ,x, , 3.
EXISTING CITY OF SPRINGFIELD CATCH BASINS BENEATH PUBLIC WALK A T
. i ' ! d :. _ • -y�. 7.. C }.....i�' 4 "°'2'R
MAIN STREET TO BE UPGRADED AS NECESSARY BY CITY OF SPRINGFIELD.
f: 1- -...a.!. ., ;,'ir ,:,�,.y - , p -.. :..r^ t. :...t.. dT t:,..�'kiC.'._
4.
ALL STRIPING INCLUDING PARKING ACCESSIBLE ROUTE AND L OAD1NG
SEE PRODUCT SHEET
AREA TO BE REPAINTED.
LTD BUS STOP
SITE IS WITHIN CITY OF SPRINGFIELD WELL HEAD PROTECTION 10-20 YEAR
BIKE PARKING
TIME F
O TRAVEL ZONE. CITY OF SPRINGFIELD STANDARD "WELLHEAD
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PROTECTION* SIGNS TO BE INSTALLED AT BUILDING AT TRASH
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ENCLOSURE.
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CROSS PITCH AT ALL ACCESSIBLE ROUTES NOT 70 EXCEED 2°l0.
Yif� �... yam'
`.,' :r <T ..• 1 ^.:.
`7
LONGITUDINAL SLOPE AT ACCESSIBLE ROUTES NOT TO EXCEED °
5�0.
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t { r4 hh3s.
ACCESSIBLE ROUTES TO INCLUDE RECONSTRUCTED DRIVE APRON AND
..'rrvf'�
1 .^;t: :4. '•�;i 3.£` ? s. y i,. d s ar.. wr # Fo-�•v 'i r -"'K-, r,�..
1... t i?'..
tiZ.a
CROSSWALK IN PARKING LOT.
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r._} 7.
GRADE TO PROVIDE CONCAVE PROFILE TO ACCOMMODATE DRAT
NAGE
T73
eY{ili',le.
AND TO OVERFLOW INTO STRUCTURE.
TREES TO REMAIN
CITY OF SPRIN
STREET LIGHT
10' VISION -
CLEAR - TYP.
NEW CONCRETE
CURB
STORM WATER
SEE NOTE #7.
PARKING WHEEL
STOP TO BE RELOCATED
- TYP. (E)
DRAIN (E) TO BE
REPLACED WITH
OVERFLOW DRAIN
FOR STORMWATER
FACILITY u
EXISTING ---
BUILDING ON
ADJACENT
PROPERTY
10' VISION -
CLEAR-TYP.
NEW EXIT
STORM WATER
PLANTER - TYP.
(2) ACCESSIBLE
SPACES - (1) VAN
ACCESSIBLE
CITY OF SPRINGFIELD
STREET LIGHT TO BE
REMOVED
RECONSTRUCT CURB,-
GUTTER AND CURB RAMP
AS NEEDED TO PROVIDE
-ACCESSIBLE PEDESTRIAN
ROUTE MIN. 36" WIDTH
CITY OF SPRINGFIELD
DRAIN INLET (E)
LTD BUS STOP
SIGN - ONE WAY
DO NOT ENTER
`- DEAD STREET TREE
TO BE REMOVED (E)
WATER METER (E) MAIN STREET
EXISTING SIDEWALK
2020 MAIN ST.
WATER METER (E)
NEW SIDEWALK
SITE PLAN
PARKING CALCULATIONS SITE PLAN NOTES
2020
& 2014 MAIN VEHICLE PARKING SPACES REQUIRED - (42)
VEHICLE PARKING SPACE QUANTITY REQUIREMENTS PER SPRINGFIELD DEVELOPMENT CODE TABLE 4.6-2
MERCHANDISE SALES -1 FOR EACH 300 SQ. FT. OF GROSS FLOOR AREA
OCCUPANCY TYPE'A 2' -1 FOR EACH 100 SQ. FT. OF GROSS FLOOR AREA
• MERCANTILE SPACE 2020 MAIN -1 FOR EACH 300 SQ. FT. OF GROSS FLOOR AREA: 9542 / 300 = (32)
• OCCUPANCY `iYPE'A 2' 2014 MAIN -1 FOR EACH 100 SQ. FT. OF GROSS FLOOR AREA: 1596 1 300 = (16)
• STORAGE -1 FOR EACH 600 SQ. FT. OF GROSS FLOOR AREA: 2779 / 600 = (5)
TOTAL VEHICLE PARKING SPACES PROVIDED - (56)
• (22) STANDARD
• (5) COMPACT
• (2) ACCESSIBLE
R (27) SEE SHARED PARKING AGREEMENT
BICYCLE PARKING SPACE REQUIRED SPRINGFIELD DEVELOPMENT CODE TABLE 4.6-3
MERCHANDISE SALES -1 FOR EACH 3000 SQ. FT. OF GROSS FLOOR AREA
OCCUPANCY TYPE 'A-2' -1 FOR EACH 600 SQ. FT. OF GROSS FLOOR AREA
(75% SHORT TERM, 25% LONG TERM)
• MERCANTILE SPACE 2020 MAIN:
(12,405/ 3000 } X 0.25 =1 LONG TERM SPACES
(12,405/ 3000) X 0.75 = 3 SHORT TERM SPACES
• OCCUPANCY TYPE'A 2' 2014 MAIN:
(1,596/ 600 ) X 0.25 =1 LONG TERM SPACES
(1,596/ 600) X 0.75 = 2 SHORT TERM SPACES
TOTAL BICYCLE PARKING SPACES TO BE PROVIDED:
• (1) INTERIOR LONG TERM SPACE AT EACH TENANT SPACE OR 2 EXTERIOR LONG TERM SPACES
• (5) EXTERIOR- SHORT TERM SPACES
CITY OF SPRINGFIELD
STREET LIGHT (E)
COMMERCIAL
LOADING ZONE
NEW 'PUBLIC" CONCRETE
WALK ON PRIVATE PROPER
WALK TO BE FLUSH WITH
ADJACENT GRADE SAWCUT
INTO EXISTING ASPHALT
BOLLARDS TO BE
REMOVED (E)
(3) NEW PARALLEL
PARKING SPACES ON
PRIVATE PROPERTY
1. STRIPING AT WEST PARKING TO BE REVERSED TO CHANGE DRIVE
AISLE DIRECTION FROM NORTH TO SOUTH.
2. CURB APRON AT MAIN STREET TO BE REDUCED TO 18' AND
CHANGED FROM TWO WAY TO EXIT ONLY.
3. LONG TERM BICYCLE PARKING TO BE PROVIDED INSIDE BUILDING.
4. SEE SHEET 1-1.2 FOR LANDSCAPE PLAN.
5. SEE SHEET L1.2 FOR LANDSCAPE AND STORMWATER PLANTER
INSTALLATION SPECIFICATIONS.
6. SEE MANUFACTURERS CUT SHEET FOR WALL MOUNT LIGHT
FIXTURE INFORMATION.
7. SITE SURVEY INFORMATION HAS BEEN PROVIDED BY OTHERS. DLA
IS NOT RESPONSIBLE
FOR THE ACCURACY OF INFORMATION
PROVIDED.
LEGEND
+
EXISTING DECIDUOUS TREE TO REMAIN
+
EXISTING CONIFEROUS TREE TO REMAIN
+
t ,
EXISTING DECIDUOUS TREE TO BE REMOVED
EXISTING LANDSCAPE AREA TO REMAIN
NEW LANDSCAPE AREA
NEW STORMWATER PLANTER
CITY OF SPRINGFIELD STREET LIGHT
4
WALL MOUNT LED CUTOFF LIGHT
SEE PRODUCT SHEET
LTD BUS STOP
0 p
BIKE PARKING
EXISTING WOOD FENCE TO REMAIN
APPROXIMATE HIGH POINT
tp
NEW ASPHALT PAVING
EXISTING CATCH BASIN TO BE REPLACED
WITH OVERFLOW DRAIN
DRAIN STRUCTURE
OVERFLOW DRAIN AT STORMWATER PLANTER
{E)
EXISTING
ACCESSIBLE ROUTE (E)
SPEED BUMP TO BE
REMOVED - TYP. (E)
- PLANT BED (E) TO BE IMPROVED
- TYP. SEE LANDSCAPE PLAN
MAP AND TAX LOT NUMBER
ASSESOWS MAP NUMBER: 17-03-36-42
TAX LOT NUMBER: 2500
SITE DATA
BUILDING FOOTPRINT: 13,987 SQ. FT.
LANDSCAPE AREA: 1,452 SQ. FT.
CONCRETE WALKS: 1,208 SQ. FT.
ASPHALT: 22,083 SQ. FT. TOTAL
AREA: 39,450 SQ. FT.
lS t�/1/{/ iii"TVVV//V
Sik, r(m 12 view mrid minn'�
b f
e Iof 3
SITE IMPROVEMENTS PLANS
0 5 10 20 40 80
SCALE: 1"=20'-O"
U
DOUGHERTY
LANDSCAPE
ARCHITECTS
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
Gx STF
279 Q
r- David J. Dougher
20 OREGON
A
Client I Consultant
GOBRECT
DOLLAR LLC
PO BOX 26125
Eugene, OR
97402
541-344-6781
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Date: OCTOBER 13, 2015
Drawn By: RR / EP
Checked By: DJD
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Submission:
SITE PLAN REVIEW
Revisions
FEBRUARY 10, 2016
Ll ■
DLA INC, COPYRIGHT 2015
..
40
4
STORMWATER PUN
PROVIDE GENTLE S1
PROFILE AND DRAIN
OVERFLOW BASIN.
STORMWATER PLAN
NEW
BASI
GUY AIRF
" . rp,
...��.� r
''V %v
�r
ROW "A"
t -QT
2.6"
18" O.G.
REMOVE ALL BINDINGS
z
AND BURLAP FROM
ENTIRE ROOT BALL.
�. pC
20.6'
lL
i1=11=1I=
0 5
i�ti1: 11:=ii'�{f==11
OF ROOT BALI.
MULCH AS SPECIFIED (2"
Z
CLEAR AT TRUNK)
15" O.G.
MLC44 A5 SP6Gli=lED
GUY AIRF
" . rp,
...��.� r
1 75
5PAGIN6 "D"
ROW "A"
STAKES AS SPECIFIED - EVENLY SPACED
2.6"
18" O.G.
15.6"
(2) EACH TREE
'
L1
CORON
20.6'
REMOVE BURLAP FROM TOP 1/3
i1=11=1I=
ASPFtSFN ALT
i�ti1: 11:=ii'�{f==11
OF ROOT BALI.
10.4"
wn-Pt.N'�T
F '
30.0"
15" O.G.
MLC44 A5 SP6Gli=lED
48" O.G.
41.5"
GROUNOGOVER 5PACING
(2" CLEAR AT TIRUNK)
A�N�TINGO
SFv SpbGD
FIE
PfLx
,�IL�
AMENDMENTS
Lt.
SLID GRADE
COMPACTED TOPSOIL
(BELOP4 ROOT BALLS ONLY)
NOTE
MARK NORTH SIDE OF lid AT NURSERY. ROTATE TREE TO FACE NORTH INHEN PLANTING.
-� TREE_PL.ANTING AT PARKING AR.EA5 AND DRIVES
, 4
mm
SCALE: 1/2'= 1'-0"
2 X R00TBAL.L DIAMETER - MIN.
TYPICAL SHRUB PLANTING
SECTION
SCALE: 1/2" = 1'-0"
AD.IA__
OR EDGE OF PLANT BED
5PA0NG "D"
1 75
5PAGIN6 "D"
ROW "A"
3" O.G.
2.6"
18" O.G.
15.6"
6" O.G.
5.2"
24" O.G.
20.6'
O.G.
i1=11=1I=
30110.0.
i�ti1: 11:=ii'�{f==11
tl'-1�1�II�t1�If�U'�--It�11:=1[c
10.4"
Now,
ON
'
30.0"
15" O.G.
2 X R00TBAL.L DIAMETER - MIN.
TYPICAL SHRUB PLANTING
SECTION
SCALE: 1/2" = 1'-0"
AD.IA__
OR EDGE OF PLANT BED
5PA0NG "D"
ROW "A"
5PAGIN6 "D"
ROW "A"
3" O.G.
2.6"
18" O.G.
15.6"
6" O.G.
5.2"
24" O.G.
20.6'
O.G.
7.8"
30110.0.
26.0"
12" O.G.
10.4"
36" O.G.
30.0"
15" O.G.
13.0"
48" O.G.
41.5"
GROUNOGOVER 5PACING
DIAGRAM
PLAN NTS
- SEE PLANTING
PLAN
DRAIN INLET BEYOND
20TH STREET 1" PEA GRAVEL MULCH
SURFACE
AC SURFACE
CURB
--jN1 jjZ7 \-!Y111 "1111111
1111 OU
IVA
NOR Ill
I
5TORMY4ATER PLANTER
SECTION
6'-6'
24" MINIMUM PLANTING SOIL. SEE
STORMWATER STANDARDS, NOTE A' FOR
COMPOSTION.
SCALE: 1/2" = T-0"
PLANT SCHEDULE
KEY QTY. I BOTANICAL NAME
TREES
ALRH 1 Atnus rhombifolia
GG 12 Quercus garryana
SHRUBS
COMMON NAME
White
Oak
MIN. SIZE I COMMENTS
2" cal. Matching, full, well bi
1.5' cal. single stem, full, well
)SK
34
1 Comus sericea 'Kelseyf
Dwart Redfwig Dogwood
3 at.
Imatching, full
4A
43
1 Mahonia auquifolium
Oregon Grape
5 gal.
matching, full
STORMWATER PLANTER SCHEDULE
KEY QTY. I BOTANICAL NAME
TREES
ALRH 15 1 Alnus rhombifolia
COMMON NAME I MIN. SIZE I COMMENTS
Alder
2' cal.
well
GROUNDCOVERS AND GRASSES
CAO 18' oc. ICarexobnupta ISlough Sedge 4" pots I matching, full
LANDSCAPE SPECIFICATIONS
A. VERIFICATIONS
1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION.
B. INSPECTIONS
1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS.
2 LAYOUT REVIEW. PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION.
4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHUST ITEMS ARE CORRECTED.
C. PRODUCTS
1. TOPSOIL; IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS,
ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES
2. SOIL AMENDMENTS
a. FERTIUZER;15-5-10-10 COMMERCIAL FERTILIZER
b. ORGANIC MATERIAL:'GARDEN COMPOST AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS.
3. MULCH: PLANT BEDS - SHREDDED FIR BARK 518"- 1W DIAMETER. STORMWATER PLANTERS- PEA GRAVEL.
4. PLANTING TABLETS: SCOTTS AGRIFORM FERTIUZER TABLETS.
5. PLANT MATERIAL
a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED.
b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
6. ACCESSORIES
a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2" MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL.
b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE.
D. SOIL PREPARATION
PLANT BEDS
1. FINISHED ELEVATION OF SUB -BASE TO BE 24" MINIMUM BELOW FINISHED GRADE.
2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8' MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.
3. PLACE 24' MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS.
PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF W MINIMUM.
E. PLANTING
1. SET PLANTS VERTICAL.
2. REMOVE CONTAINERS.
3. SET PLANTS IN PRS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES
FROM ROOT BALLS.
4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES..
5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION.
6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL.
F. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. MULCH STORMWATER PLANTERS TO A MINIMUM DEPTH OF 10.
G. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND
STAKES AND REPLACEMENT OF MULCH.
H. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL THROUGH FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND
SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM.
WATERING
A. CONTRACTOR IS RESPONSIBLE FOR WATERING PLANT MATERIAL THROUGH FINAL COMPLETION.
B. OWNER WILL ASSUME REPSONSIBILITY FOR SUPPLEMENTAL WATERING OF PLANT MATERIAL FOLLOWING FINAL COMPLETION.
STORMWATER PLANTER STANDARDS
THE
A. BASE OF THE STORMWATER PLANTER SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN
THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER.
B. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE PLANTER WILL BEAT LEAST 24 INCHES THICK.
LANDSCAPE LEGEND
DI /:
DOUGHERTY
LANDSCAPE
ARCHITECTS
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
G, STE'p^
279 Q
r- ` David J. Dougherty
i--
�p OREGON
�qpe Poe
Client 1 Consultant
GOBRECT
DOLLAR LLC
PO Box 26125
Eugene, OR
97402
541-344-6781
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• PROPOSED TREE ..' PROPOSED SHRUBS CV
Date: OCTOBER 13,2015
+ EXISTING TREE TO REMAIN CAO (SEDGE) Dawn By: EP/RR
Checked By: DJD
Submission:
EXISTING LANDSCAPE TO ==-_ = 6" SCH 40 PVC SITE PLAN REVIEW
REMAIN IRRIGATION SLEEVE
Revisions
f�I'F tor7y1 ZE IFEBRUARY10, 2016
LANDSCAPE PLAN Txpll°ZPt�'et,�I �'VtnO� m1l�dY
=7 P� 2�
0 5 10 20 40 80
SCALE: 1"=29-0" NORTH Ll w2
DLA INC. COPYRIGHT 2015
4' PM- GONNEG O—
F.XLSTN& CATCH BA51N
SUMP OR OKMTL.Y TO
iRl1/HNAY #VI/`1##V J #RCC. !
SEE ENLARGEMENT FOR CURB RAMP
GRADING AND IMPROVEMENTS
CHRIS
n)
NEW 51PEY%LK SHAI
BE GRADED TO BE
ADA COMPLIANT
INGLL ONNG 2% MAX.
GR055 SLOPE
oel
��� � ✓ � ��\�^�///111/J/
i ✓
-SG /
LP 6q.?5
NEW CURB -- ' } M ,J
RIM
LP 6q.-4'
6" DISCHARGE PIP ',,, RAIN GARDEN' N P KI ED ^r
TO CONNECT TO EX. r l PLANT BED
OUTLET PIPE AT EX.
SUMP FrATHE
r`"iCt ! EX SL PH T �C,
INTO RAkf / �
REMOVE EX. ASPHALT
+ n� ' �� ` /,G n
AND BACKFILL✓
WITH �
, ' 1.i.�;
PLANTING 501L TO 7 t? 2 + s 1
C iti i' HE !STING IMUS STOP TO
TOP OF CURB t. ' ✓,)REMAIN 15 NOT AFFECTED BY
w l!!' 51TE IMPROVEM 4T5LL
r
TOP OF f ►h F tt C r+�iTiD1�t�'
TO BE VERIFIED IN FIELD
5 f
REMOVE EJC. DRAIN INLET V i ��v e.
_`` �ui?RON D SUMP.
s,
REPLACE EX. CONCRETE �r ' � � ^� � 0
GUTTER AS NEEDED. O r� v nO
EXTENT TO BE VERIFIEDn&
IN FIELD.
c a
DETEGTABL.E TONED AREA INDICATES
WARNING STRIP Af'PROXIMATE AREA OF
NEW Y40RK WORK. EXTENT
TO BE DETERMINED IN
FIELD.
CURB RAMP AREA ENLARGEMENT
t�
I IN IP Tim
DOUGHERTY
LANDSCAPE
ARCHITECTS
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
279 Q
Dav+d J. Dougherty
s OREGON
C'gPE ARG'*
Client / Consultant
GOBRECT
DOLLAR LLC
PO Box 26125
Eugene, OR
97402
541-344-6781
PLANSCALE: 1/4" =1'-0"-„
1. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS
EXISTING SPOT ELEVATION
A
z
DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE,
PROPOSED SPOT ELEVATION
W
TOP OF CURB ELEVATION
GRADING NOTES:
BOTTOM OF CURS ELEVATIQN
W
t n
I.
RIDGE
2
w
EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY BY GOEBEL ENGINEERING AND
SURVEYING. CONTRACTOR SHAD. FIELD VERIFY ELEVATIONS OF EXISTING GRADES TO REMAIN PRIOR TO
W
CONSTRUCTION AND NOTIFY ARCHITECT OF DISCREPANCIES TO PLAN. SEE EXISTING CONDITIONS SURVEY FOR
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ORIGINAL GRADES.
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2. ELEVATIONS HAVE BEEN ABBREVIATED BY DROPPING THE HUNDREDS DIGIT. THEREFORE A SPOT ELEVATION
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DESCRIBED AS 70.00 CORRESPONDS TO AN ACTUAL ELEVATION OF 470.00.
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3. CONTRACTOR TO VERIFY THAT CROSS PITCHES AT ALL PEDESTRIAN SURFACES ARE IN COMPLIANCE WITH ADA
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STANDARDS. NOTIFY LANDSCAPE ARCHITECT IF CROSS PITCH EXCEEDS 20/6 SLOPE.
4. SEE PAVING DETAILS AND EARTHWORK SPECIFICATIONS FOR STRUCTURAL FILL REQUIREMENTS BELOW PAVED
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AREAS.
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5. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL. ESTABLISH ADEQUATE GRADING
INFORMATION FOR PROPOSED WORK TO ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE
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FEATURES AND PROPOSED DRAINAGE STRUCTURES. PROPOSED SPOT GRADES AND CB RIM LOCATIONS ARE
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INTERPOLATED FROM EXISTING GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL VERIFY
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ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD CONDITIONS AND TO PROVIDE POSITIVE
SURFACE DRAINAGE. FIELD MODIFICATIONS MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE TO THESE
STRUCTURES. ADJUST TOP ELEVATIONS AS REQUIRED AS APPROVED BY ARCHITECT.
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6. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS INDICATED OTHERWISE.
7. SEE ENGINEER'S UTILITY SITE PLAN FOR STORM PIPE ROUTING AND DRAINAGE STRUCTURE DETAILS.
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WELLHEAD PROTECTION CONSTRUCTION NOTES
1. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS
EXISTING SPOT ELEVATION
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DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE,
PROPOSED SPOT ELEVATION
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TOP OF CURB ELEVATION
CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION.
BOTTOM OF CURS ELEVATIQN
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2. CHEMICAL HANDLING, STORAGE, AND USE.' CONTRACTORSIDEVELOPERS SHALL BE RESPONSIBLE FOR THE
SAFE HANDLING AND STORAGE OF CHEMICALS,
RIDGE
Rim
131.08
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PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION
OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION,
INCLUDING PAINT AND CLEANING MATERIALS I WASTES,
MUST NOT ENTER THE SOIL OR BE WASHED INTO THE
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STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT.
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3. EQUIPMENT MAINTENANCE AND FUELING. PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING
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EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND
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MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS
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SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
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4. NO FILL MATERIALS CONTA NTNG HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
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LEGEND
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EXISTING SPOT ELEVATION
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EXISTING SPOT ELEVATION TO REMAIN
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PROPOSED SPOT ELEVATION
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TOP OF CURB ELEVATION
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BOTTOM OF CURS ELEVATIQN
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DIREGT}ON OF FLOYV ARROW
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RIDGE
Rim
131.08
CATCH BASIN (GB)
Date: NOVEMBER 4, 2015
I Drawn By: EP
1 Checked By: DJD
� Ik PtW W eW Submission:
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pbre � Db/101, &L -C,
.Revisions
1 FEBRUARY 10, 2016
u'-RADING AND D rN,16% INAGE PLAN IAI
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0 4 8 16 32 64
SCALE: 1116" = V-0" NORTH Ll
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1 DLA INC. COPYRIGHT 2016