HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/15/2021PROJECT DATA:
TAX LOT INFORMATION: 17-02-31-31-02200
TOTAL PROJEGT AREA (NET): 73,450 SQ FT
68,880 SQ FT SOUTH PARCEL
11,570 SQ FT NORTH PARCEL
DENSITY: 13 DU/AG
NORTH PARCEL
PAVED AREA, IMPERVIOUS
2,243 SQ FT
19.4%
BUILDING COVERAGE
3,616 SQ FT
31.3%
STORMWATER FACILITY
922 SQ FT
79%
NET OPEN SPACE
4,789 SQ FT
41.4%
SOUTH PARCEL
INDEX TO DRAWINGS-
Al
RAW NGS:
Al ARCHITECTURAL SITE PLAN - VICINITY MAP
Ll LANDGAPE PLAN
Gl SITE ASSESSMENT PLAN
C,2 TENTATIVE MAP
G3 GRADING PLAN
G4 UTILITY PLAN
PAVED AREA, IMPERVIOUS
16,550 SQ FT
26.9%
Eugene, Oregon 9701
PAVED AREA, PERVIOUS
672 SQ FT
1.0%
WALLIS WAY AND EXTENSION OF 34TH STREET
BUILDING COVERAGE
16,272 SQ FT
26.3%
PUBLIC, IMPROVEMENTS SHALL BE INSTALLED
STORMWATER FACILITY
2,879 SQ FT
4.6%
IN APPROXIMATELY ONE YEAR WITH PRIVATE
NET OPEN SPACE
25,507 SQ FT
41.2%
OWNER FINANCING
ij 11
41 1) t 1 •
N'
VICINITY MAP
NOT TO SGALE
ARCHITECTURAL SITE PLAN
1( ! SGALE: 1" = 20'
380 Lincoln Street
Eugene, Oregon 9701
Phone:541-344-3332
Rea: 541-344-1597
w .arboreouth.com
PROJECT
Duplex Project
34th Street
Wallis Way
Springfield,
Oregon
INDEX
Architectural Site
Plan
JOB NO
0720A
DATE
08 June 2021
DRAWN BY
Bill
CHECKED BY
Bill
REVISION
6
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OF 4�
MEMBERS OF Tr3E
AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
Al
0720A
LANDSCAPING NOTES:
Planting Installation Standards,
The applicant Shall provide methods for the protection iexl5ting plant material,whlcir will remain through the
construction procm The plants to be Saved and the method iprotection Shall be noted on the
Planting Plan,
Exl5ting trees to be retained on private property Shall not have construction occur within the drip line, unle55
a landscape arcMtect certifies that affected trees will have at least a 90 percent chance i
Survival over a 5 -year period, Trees to be Saved Shall be kept free from trunk abrolon
The Planting Plan may be required to Include Specifications for topsoil, Including depth and organic matter
requirements, to ensure the health and vitality irequired planting, Where planting areas have been
excavated, the Planting Plan Shall provide for the replacement itopsoil, All waste material Shall
be removed from required planting areas prior to the application itopsoil,
Inspection may be made by the Director prior to planting to verify proper rough grade and Installation i
Irrigation 5y5ten
Plant materials and Soil preparation may be Inspected prior to or In conjunction with the occupancy Inspection
to ensure that placement, quantity, 5'¢e and variety conform to the approved Planting
Plan and the requlrement5 of thl5 Section, Nursery tags Identlfying variety and 5pebe5
Shall remain on plant 5pebrnen5 until the Final Building Inspection by the Building Official
or the Issuance is Gertlficate i0ccupancy
All new required planting areas Shall be providedwrin a permanent underground irrigation 5y5tem unless where planted
with native 5pecle5 or plant communitle5, or a5 may be exempted by the Director
LANDSCAPE PLAN
SCALE: 1" = 20'
380 Lincoln Street
Eugene, Oregon 9701
Phone:541-344-3332
11. 541-344-1597
w .arbomouth.com
PROJECT
Duplex Project
34th Street
Wallis Way
Springfield,
Oregon
INDEX
Landscape Plan
JOB NO
0720A
DATE
08 June 2021
DRAWN BY
Bill
CHECKED BY
Bill
REVISION
ZALLN
•
OF 00
MEMBERS OF Tr3E
AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
L 1
0720A
LEGEND
—515— — EXISTING MAJOR CONTOUR AND ELEVATION
514— — EXISTING MINOR CONTOUR AND ELEVATION
—EX. S.D_ — - EXISTING STORM DRAIN
EX. B" W.W. EXISTING WASTE WATER AND SIZE
EX_8" W EXISTING WATER LINE AND SIZE
--20-YEAR TT-- EXISTING TIME OF TRAVEL LINES
EASEMENTS:
iO EXISTING 14' PUBLIC UTILITY EASEMENT
O2 EXISTING 23' OPEN SPACE EASEMENT
SOIL TYPES.
#2226A AWBRIG-URBAN LAND COMPLEX, SOIL GROUP D, POORLY
DRAINED
# 101 OXLEY-URBAN LAND COMPLEX, SOIL GROUP C/D, SOMEWHAT
POORLY DRAINED
FEMA
THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO.
41039C1161F F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION
DETERMINED
147�IAA:h/i117r1:L1➢Yx111Y[11►1
SITE IS LOCATED WITHIN THE 20 YEAR TIME OF TRAVEL ZONE.
3. 17-02-31-31 TAX LOT 2200
4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY.
6. OMIT
7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES.
8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS.
9. DEVELOPMENT AREA = 86,722 SQUARE FEET.
10. PROPOSED RIGHT OF WAY = 0.33 ACRES
11. PROPOSED IMPERVIOUS AREA = ----- SQUARE FEET.
12. THE PROPOSED DEVELOPMENT IS LOW DENSITY RESIDENTIAL.
13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO
THIS APPLICATION.
14. OPEN SPACE: ACRES
15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL.
16. BENCHMARK: 34TH/c — SQUARE IN TFC, N END CR, NE COR INTX, ELEV. 478.45 (NAVD 1988).
17. THE NEAREST FIRE HYDRANT IS 280 FEET WEST OF THE SITE ON THE NORTH SIDE OF 33RD/B
INTERSECTION.
Site is located in close proximity to municipal drinking water well. care shall be taken to prevent groundwater contamination.Any
chemical spills or leaks must be cleaned up immediately and clean—up materials disposed off—site and in accordance with Lane
County and DEC requirements. In every case, care shall be taken to prevent groundwater contamination.
Chemical handling, storage, and use: Contractors/developers shall be responsible for the safe handling and storage of chemicals,
SHEET INDEX petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during
1 SITE ASSESSMENT OF EXISTING CONDITIONS construction, including paint and cleaning materials/wastes, must not enter the soil or be washed into the storm water system. All
2 TENTATIVE MAP chemicals should be stored in adequate secondary containment.
3 SITE AND GRADING PLAN
4 UTILITY PLAN Equipment maintenance and fueling: Precautions must be taken to prevent fluid—containing equipment located outside from leaking,
including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a
way that prevents spills or leaks from migrating to the soil or storm water drainage system.
No fill materials containing hazardous materials shall be used on this site.
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EXISTING FIRE HYDRANT
EXISTING STREET LIGHT
EXISTING WASTEWATER MANHOLE
1
EXISTING STORM DRAIN MANHOLE
P.U.E.
PUBLIC UTILITY EASEMENT
EXISTING TREE
EASEMENTS:
iO EXISTING 14' PUBLIC UTILITY EASEMENT
O2 EXISTING 23' OPEN SPACE EASEMENT
SOIL TYPES.
#2226A AWBRIG-URBAN LAND COMPLEX, SOIL GROUP D, POORLY
DRAINED
# 101 OXLEY-URBAN LAND COMPLEX, SOIL GROUP C/D, SOMEWHAT
POORLY DRAINED
FEMA
THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO.
41039C1161F F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION
DETERMINED
147�IAA:h/i117r1:L1➢Yx111Y[11►1
SITE IS LOCATED WITHIN THE 20 YEAR TIME OF TRAVEL ZONE.
3. 17-02-31-31 TAX LOT 2200
4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY.
6. OMIT
7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES.
8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS.
9. DEVELOPMENT AREA = 86,722 SQUARE FEET.
10. PROPOSED RIGHT OF WAY = 0.33 ACRES
11. PROPOSED IMPERVIOUS AREA = ----- SQUARE FEET.
12. THE PROPOSED DEVELOPMENT IS LOW DENSITY RESIDENTIAL.
13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO
THIS APPLICATION.
14. OPEN SPACE: ACRES
15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL.
16. BENCHMARK: 34TH/c — SQUARE IN TFC, N END CR, NE COR INTX, ELEV. 478.45 (NAVD 1988).
17. THE NEAREST FIRE HYDRANT IS 280 FEET WEST OF THE SITE ON THE NORTH SIDE OF 33RD/B
INTERSECTION.
Site is located in close proximity to municipal drinking water well. care shall be taken to prevent groundwater contamination.Any
chemical spills or leaks must be cleaned up immediately and clean—up materials disposed off—site and in accordance with Lane
County and DEC requirements. In every case, care shall be taken to prevent groundwater contamination.
Chemical handling, storage, and use: Contractors/developers shall be responsible for the safe handling and storage of chemicals,
SHEET INDEX petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during
1 SITE ASSESSMENT OF EXISTING CONDITIONS construction, including paint and cleaning materials/wastes, must not enter the soil or be washed into the storm water system. All
2 TENTATIVE MAP chemicals should be stored in adequate secondary containment.
3 SITE AND GRADING PLAN
4 UTILITY PLAN Equipment maintenance and fueling: Precautions must be taken to prevent fluid—containing equipment located outside from leaking,
including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a
way that prevents spills or leaks from migrating to the soil or storm water drainage system.
No fill materials containing hazardous materials shall be used on this site.
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EXISTING 23' OPEN SPACE EASEMENT
( IN FEET )
1 inch - 20 ft.
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PROPOSED VARIABLE WIDTH PRIVATE ACCESS AND PRIVATE
UTILITY EASEMENT
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PROPOSED VARIABLE WIDTH PRIVATE UTILITY EASEMENT
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EXPIRES DEC. 31, 2021
SHEET 2 OF 4
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8" INV. IN(S)= 459.05 J J
If CrJ " 8" INV. IN(E,N)= 458.95 I a
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6' 5' 46 .92 FL 466.24 FS
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8" INV. OUT(W)=457.89 n = 13+38.85 .•ai m 2-
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466.20 FS
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759-DWY 466. FS _ _ _ 745- 2-4
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WALLIS WAY 759-DWY ..( 466.266 FS
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PROPOSED 5' WIDE (1
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5,962 S. M LL 6 ` 5 °
7,215 S.F. 4 LL 7,497 S.F.
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SOLID PLATE LID 466.37 FS
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466.46 FS 466.55 FS ` J
466.74 FS q 66.38 FS 466.51 FS 466.51 FS - -
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FS 466.06 TG 466.00 TG 466.05 TG 466.35 FL
466.54 FL c� --------------n----
466.41 -S
466.74 FS 466.38 FS 466.51 FS R66.51 FS 466.55 FS
6 - - - - 466.37 FS
466.41 FS 745-A2-4
466.65 FS 466.64 FS 466.60 FS
46 .77
BIKE PROOF, HEAVY DUTY I FI I m
TRAFFIC GRATE, SUPPORTS 745-A2-4
AASHO H2O -S16-44 LOADIN
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6,080 S.F 8,631 S.F.
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w � 'i, 'i, 745-A2-4 CONSTRUCT 4" LEVEL 2, 1/2" DENSE ACP OVER 12" CRUSHED ROCK
o �E.D.t/a"xa" F.D.1/a°x3"`------' 759-DWY CONSTRUCT CONCRETE DRIVEWAY ( IN FEET )
\\STIFFENER STIFFENER 1 inch = 20 R.
759-W-4 CONSTRUCT 4" CONCRETE SIDEWALK OVER 2" CRUSHED ROCK. SEE ARCHITECT PLANS
48 RED PROF
759-CONC-6 CONSTRUCT 6" THICK CONCRETE OVER 10" CRUSHED ROCK v`'xGINg Fs`S-b
f _ 24 1050 -FENCE CONSTRUCT 6' HIGH CHAINLINK FENCE 1624 PE'%' 9
SECTION VIEWS 1050 -GATE CONSTRUCT 4' WIDE CHAINLINK GATES J
GIBSON STEEL
470 -Vu NY J. FP
SAND COLLECTOR CATCH BASIN EXPIRES DEC. 31, 2021
STATE APPROVED ASPHALT DIPPED
SHEET 3 OF 4
53 1/4"
f
1
CLASS 50 RIPRAP, TOP OF ROCK
BELOW PIPE INVERT. ROCK TO BE
A MINIMUM OF 8" THICK
465.5 TOP
CREATE 6" HIGH PERIMETER OF WALL
ROCK CHECK DAM ALONG
RIP RAP APRON
5' MIN. :BLOCK WALL
POND BOTTOM
461
RIP RAP APRON DETAIL
NO SCALE
465.5 TOP
3 462.7 FL
Y 6" DIA. OPENING
462.2± BOTTOM
X24" OF TOP SOIL MIN
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING
MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF
SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE
CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE
GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED
MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM.
EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY
ZONE A
CAREX OBNUPTA 4" POTS 1300* EA
JUNCUS PATENS 4" POTS 1300* EA.
* BASED ON ONE PLANT PER SQUARE FOOT
FLTRATION EAST POND DETAIL
NO SCALE
CLASS 50 RIPRAP, TOP OF ROCK -
BELOW PIPE INVERT. ROCK TO BE
A MINIMUM OF 8" THICK
CREATE 6" HIGH PERIMETER
ROCK CHECK DAM ALONG
RIP RAP APRON
POND BOTTOM
MAIN
WALL
RIP RAP APRON DETAIL
NO SCALE
465.5 TOP
3 462.7 FL
s 3" DIA. OPENING
4622± BOTTOM
X24" OF TOP SOIL MIN
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING
MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE
OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN
THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF
THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE
CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM.
EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY
ZONE A
CAREX OBNUPTA 4" POTS 357* EA
JUNCUS PATENS 4" POTS 357* EA.
* BASED ON ONE PLANT PER SQUARE FOOT
FLTRATION WEST POND DETAIL
NO SCALE
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12" O.C. 10.4"
36" O.C.
30.0'
15" O.C. 13.0"
48" O.C.
41.5"
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1I11IIIIV&SH01610Nli111I[/100011111 K
445-51-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL
445-51-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL
445-51-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL
445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B" BACKFILL
445-52-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL
445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL
445-W1-8 INSTALL 8" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL
445-W1-6 INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL
445-W1-4 INSTALL 4" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL
MINIMUM 4' OF COVER AT THE BUILDING
470 -AD -6 INSTALL 6" AREA DRAINWITH 6" PIPE RUN. SET RIM TO DRAIN SURROUNDING AREA
470 -BF -2 INSTALL 2" BACKFLOW PREVENTER
470 -CB INSTALL OIL/WATER SEPARATOR INLET PER DETAIL ON SHEET 2
470 -CO -8 INSTALL 8" CLEANOUT
470 -CO -6 INSTALL 5" CLEANOUT
470-P01 INSTALL PLANTER OVERFLOW INLET PER DETAIL HEREON
470 -RR -6 INSTALL 5' X 5' X 1' RIP RAP APRON, 6" OPEN ROCK
470 -WB -48 INSTALL CONCRETE WASTEWATER MANHOLE BASE, 48" DIA.
470-WAT-1 INSTALL 1" WATER LINE. SUB WATER TO CONFIRM METER LOCATION.
470 -FH INSTALL FIRE HYDRANT PER SUB STANDARD PLAN
490 -PH POTHOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION
490 -CP CONNECT TO EXISTING PIPE
490 -ST CONNECT TO EXISTING STRUCTURE
490 -W -CP CONNECT TO EXISTING WATER LINE
ClIfiffi111I
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470 -AD -6 - - - I
ADJACENT BUILDING OR
EDGE OF PLANT BED
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30 S.F I
SPACING "D" ROW "A" SPACING "D" ROW "A"
3" O.C. 26"
18" O.C.
15.6"
6" O.C. 5.2"
24" O.C.
20.8"
9" O.C. 7.8"
30" O.C.
26.0'
12" O.C. 10.4"
36" O.C.
30.0'
15" O.C. 13.0"
48" O.C.
41.5"
n
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DIAGRAM
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445-51-6
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445-W1-4
PROPOSED 5' WIDE
WASTEWATER EASEMENT
445-W1-4
EA
-
445 -S1 -8S
6'
5'
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445-W1-6 I
462.71 1
V 470 -OB+
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445-51-6
445-S1-6
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I 1 445-ZA
6,388 S.F.W
4
4
RIM =464.69
5,181 S.F.
1
8" INV. IN(E,N,S)= 457.99
8" INV. OUT(W)=457.89
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445-51-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL
445-51-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL
445-51-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL
445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B" BACKFILL
445-52-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL
445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL
445-W1-8 INSTALL 8" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL
445-W1-6 INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL
445-W1-4 INSTALL 4" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL
MINIMUM 4' OF COVER AT THE BUILDING
470 -AD -6 INSTALL 6" AREA DRAINWITH 6" PIPE RUN. SET RIM TO DRAIN SURROUNDING AREA
470 -BF -2 INSTALL 2" BACKFLOW PREVENTER
470 -CB INSTALL OIL/WATER SEPARATOR INLET PER DETAIL ON SHEET 2
470 -CO -8 INSTALL 8" CLEANOUT
470 -CO -6 INSTALL 5" CLEANOUT
470-P01 INSTALL PLANTER OVERFLOW INLET PER DETAIL HEREON
470 -RR -6 INSTALL 5' X 5' X 1' RIP RAP APRON, 6" OPEN ROCK
470 -WB -48 INSTALL CONCRETE WASTEWATER MANHOLE BASE, 48" DIA.
470-WAT-1 INSTALL 1" WATER LINE. SUB WATER TO CONFIRM METER LOCATION.
470 -FH INSTALL FIRE HYDRANT PER SUB STANDARD PLAN
490 -PH POTHOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION
490 -CP CONNECT TO EXISTING PIPE
490 -ST CONNECT TO EXISTING STRUCTURE
490 -W -CP CONNECT TO EXISTING WATER LINE
ClIfiffi111I
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47 --S l- 6
11
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t5,888 S.I.
470 -AD -6 - - - I
ADJACENT BUILDING OR
EDGE OF PLANT BED
I
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11
I 3
30 S.F I
SPACING "D" ROW "A" SPACING "D" ROW "A"
3" O.C. 26"
18" O.C.
15.6"
6" O.C. 5.2"
24" O.C.
20.8"
9" O.C. 7.8"
30" O.C.
26.0'
12" O.C. 10.4"
36" O.C.
30.0'
15" O.C. 13.0"
48" O.C.
41.5"
GROUNDCOVER
SPACING
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DIAGRAM
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6,740 S.F.
445-W1-4
445-S1-6
470-WAT-1
445- -12
_6 463.00 INV. 470 -CO -6 462.70
470-GB;�C_445-
6
I� 7,215 S.F.
I 445-W1-4
445-51-
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7
I 8,631
RIM = 465.05
8" INV. IN(S)- 459.05
8" INV. IN(E,N)= 458.95
8" INV. OUT(W)=458.90
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445-S1-6 I
445-W1-4
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470 -CB m
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7,497 S.F.
445-W1-4
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--------------
GRAPHIC
--GRAPHIC SCALE
20 o 10 20 40 so
( IN FEET )
1 inch = 20 IF
Vegetation shall not become overgrown and shall be managed to include
controlling noxious or invasive vegetation. At the end of the first year
and again at the end of the 2 -year warranty period, all plants that do
not survive must be replaced by developer. Establishment procedures,
such as control of invasive weeds, animal and vandal damage,
mulching, re -staking, watering, and mesh or tube protection
replacement, shall be implemented to the extent needed to ensure plant
survival by developer. Vegetation management after the warranty period
is the responsibility of the property owner.
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