HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/1/20181
WILLAMALANE PARK AND RECREATION DISTRICT
250 SOUTH 32ND STREET
SPRINGFIELD, OREGON 97478
OFFICE: (541) 736-4049
CONTACT: SIMON DAWS, RLA
EMAIL: simond@willamalone.org
BRANCH ENGINEERING, INC.
CONTACT: LANE BRANCH
310 5th STREET
SPRINGFIELD, OREGON 97477
OFFICE: (541) 746-0637
EMAIL: Ianeb@branchengineering.com
BLUEBELLE PARK
SITE IMPROVEMENTS
S INGFI LD, 0 GON
i
BLUEBELLE WAY
SPRINGFIELD, OREGON 97478
PROJECT SITE = 2.84 ACRE
TOTAL AREA OF DISTURBANCE = 0.66 ACRE (28,800 s.f.)
• t •
THE EXISTING SITE IS A PUBLIC PARK, WITH TREES, SHRUBS, LAWN, WALKING
PATHS, BENCHES, ETC.
THE EXISTING SIDEWALKS WILL BE REPLACED AND A NEW PLAYGROUND WILL
BE CONSTRUCTED ON SITE.
ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE
WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPES ARE
OXLEY—URBAN LAND COMPLEX (NRCS SOIL #101) AND SALEM—URBAN
LAND COMPLEX (NRCS SOIL #119).
AMM14AWN
VICINITY MAP
This document and the information contained herein
may not be copied or reproduced without express
C0.00
COVER SHEET
1
EXISTING CONDITIONS
02.00
SITE PLAN
C2.01
SITE PLAN DETAIL AREA
C2.02
SITE LAYOUT PLAN
C2.50
SITE DETAILS
C2.51
SITE DETAILS
C3.00
UTILITY PLAN
C4.00
SITE GRADING PLAN
C5.00
CIVIL DETAILS
L1.00
LANDSCAPE PLAN
Copy
X11-�s-10002Aa--qP�
Wi IlamaIu.nb Park $ Rec- Picot
Date Received
NOW 01201
®riginat Submittal
MDS (MAIIIIJOR) SU MITTAL
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN I
6:10:1101L
1 11
This document and the information contained herein
may not be copied or reproduced without express
written permission of Wiffamolone Park and Recreation
District.
Unauthorized disclosure or construction use are
prohibited by copyright law.
REVISIONS
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Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN I
6:10:1101L
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RIM=496.54
10' FL (SE)=493.24
10- FL (NW)=493.48
02
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WASTE WATER
RIU=499.96
gg 10
FL (NE)=491.72 S
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10" SD-�__, 500 15- FL (S)=492.10
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7.00 P.UE
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. 51 ST. PL
40 11 151D S(50' RIGHT-OF-WAY)
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SC22
DATUMS (GPS DERNO)
DECIDUOUS TREE
EVERGREEN TREE
IL TAX LOT
GROUND SHOT
X
TOP FACE OF CURB
x OCG
cbOG TOP OF CONCRETE
egg
STORM "HOLE
@ WASTE WATER MANHOLE
UTILITY MANHOLE
CATCH BASIN
WATER METER
SIGIV
P.U.E PUBLIC UTILITY EASEMENT
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM EUGENE PROJECTION
VERTICAL NAVD 86 (GEOID 124)
1. EASEMENTS SHOWN PER GATEWAY PARK FIRST ADDITION,
LANE COUNTY PLAT RECORDS
2 THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS
SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY
MAY DISCLOSE
3 LOCATIONS OF UNDERGROUND UTILMES SHOWN ARE BASED
ON A COMBINATION "OF VISIBLE FACILMES LOCATED ABOVE
GROUND AS -BUILT DRAWINGS AND UTILITY Lor,47E MARKS
NO CERTIFICATION IS MADE To ACTUAL LOCATION OF
UNDERGROUND UTILITIES.
4 ALL DISTANCES SHOWN ARE IN FEET.
5 CONTOUR INTERVAL = I FOOT
1� CON
VVillaMNW& PaKk- 4
GRAPHIC SCALE
30 0 15 30 60
6m m mi 6mmi I
IN FEET
MATCH LINE
4198 GONG
AN
OCG
U---7\
DAISY STREET�g100 C6
15- FL (N)=490.49
- - - - - - - - - - - - - - - - - - - - - - - (60RIGHT-OF-WAY)
4) 15- FL (S)=490.39
Since 1977
civil transportation
structural - geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Branch Eng i neering.com
Springfield OR I Albany OR
�D PR
#52996
Digi
by K Lane
201amM. Lane Branch
iDWS ()O
qEGON
y t.
4 LANti
EXPIRES. DECEMBER 31, 2019
project title:
revisions:
date: OCT. 31, 2018
drawn by: JLB
designer: DAN
project no: 16-032
sheet:
�l
STORM MH
RIM=498.92
10" FL (NW)=491.00
10- FL (E)=490.96
5.00 P.U.E
7.00 P_U.E
-- --------- -------------
5.00
7.00 P.U.E
sPaR
TAX MAP 17-02-33-33 TAX LOT 1762
WASTE WATER
RIU=499.96
gg 10
FL (NE)=491.72 S
.0
4
10* FL (W)=491.68 # 0. 913z
10" SD-�__, 500 15- FL (S)=492.10
!j SD
SD
-
X SD
4) 17.00 P.U.E
x----
X I
/<
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14.00 P.U.E
14.00 P.U.E x IA* _00
P_ �UE_
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x 4
X
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x
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10; 20.00 SEMACK
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i 4 <`L��,��Ffi
------- ------------------------------ -- -----------------
----
7.00 P.UE
MA TCH UNE
264M
7'-Jl 'Hff I <N11
STORM MH
PJM=499.32
I10- FL (SW)=494.34
. 51 ST. PL
40 11 151D S(50' RIGHT-OF-WAY)
e -.I,*
SC22
DATUMS (GPS DERNO)
DECIDUOUS TREE
EVERGREEN TREE
IL TAX LOT
GROUND SHOT
X
TOP FACE OF CURB
x OCG
cbOG TOP OF CONCRETE
egg
STORM "HOLE
@ WASTE WATER MANHOLE
UTILITY MANHOLE
CATCH BASIN
WATER METER
SIGIV
P.U.E PUBLIC UTILITY EASEMENT
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM EUGENE PROJECTION
VERTICAL NAVD 86 (GEOID 124)
1. EASEMENTS SHOWN PER GATEWAY PARK FIRST ADDITION,
LANE COUNTY PLAT RECORDS
2 THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS
SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY
MAY DISCLOSE
3 LOCATIONS OF UNDERGROUND UTILMES SHOWN ARE BASED
ON A COMBINATION "OF VISIBLE FACILMES LOCATED ABOVE
GROUND AS -BUILT DRAWINGS AND UTILITY Lor,47E MARKS
NO CERTIFICATION IS MADE To ACTUAL LOCATION OF
UNDERGROUND UTILITIES.
4 ALL DISTANCES SHOWN ARE IN FEET.
5 CONTOUR INTERVAL = I FOOT
1� CON
VVillaMNW& PaKk- 4
GRAPHIC SCALE
30 0 15 30 60
6m m mi 6mmi I
IN FEET
MATCH LINE
4198 GONG
AN
OCG
U---7\
DAISY STREET�g100 C6
15- FL (N)=490.49
- - - - - - - - - - - - - - - - - - - - - - - (60RIGHT-OF-WAY)
4) 15- FL (S)=490.39
Since 1977
civil transportation
structural - geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Branch Eng i neering.com
Springfield OR I Albany OR
�D PR
#52996
Digi
by K Lane
201amM. Lane Branch
iDWS ()O
qEGON
y t.
4 LANti
EXPIRES. DECEMBER 31, 2019
project title:
revisions:
date: OCT. 31, 2018
drawn by: JLB
designer: DAN
project no: 16-032
sheet:
�l
i
s
s�
I
I
J.
j{( _ . '• r -r- r -r -:r r r -r- r -rte - _ _ _ .
-$1- ALTERNATE #2
AREA, .SITE DETAIL
•;r; ::,~r..,. y AREA 'SHEET --C2.01 -
i
-#2: AREA
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DETAIL • . t
AREA" SF#FET- = _ -
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BID -ALTERNATE-
- SEE DETAIL • AREAIT
= `
SItE G2
T - :Q.1
SEE DETAIL
AREA SHEET
C2.01
Site Flan
HORIZONTAL SCALE: 1" = 30'-0"
E
�7/
Keynotes:
"
SEEDTALC
NEW PLAYGROUND AREA SAFETY
2.
6" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50.
SURFACE. SEE DETAIL 3/C2.50
AREA .SI-I-EET' -
-•
i
3.
6' LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND
-
C2.01
4..
SURFACE. SEE DETAIL 4/C2.50
4.
NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND
GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIRQFIL INFILL. PRODUCT SUPPLIED BY OWNER AND
4" DEPTH CONCRETE FLATWORK WITH
INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER
VA.c.
SPECIFICATION SECTION 321816.
5.
NEW PLAY AREA WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50.
6" DEPTH CONCRETE FLATWORK WITH
6.
USE ZONES FOR PLAY EQUIPMENT (TYPICAL). SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING
SCORE JOINTS. SEE DETAIL 1&2/C2.50
SPECIFICATION SECTION 321816 FOR MORE INFORMATION.
7.
LITTER RECEPTACLE. MANUFACTURER: VECTOR STANLEY MODEL: S C-36. COLOR: POWDER COATED BLACK.
PROPOSED CONTOURS AT 1' INTERVAL
SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE.
8.
BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL: RPB HOOP STYLE, SURFACE MOUNT, COLOR:
BLACK. SUPPLIED AND INSTALLED BY WILLAMALANE.
EXISTING SHRUBS RETAINED
9.
CONCRETE CURB. SEE DETAIL 4/C2.50.
10.
NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM
PROPOSED PLANTER BEDS
WATER METER AND STUB UP - SEE UTILITY PLAN. CONTRACTOR TO INSTALL INFILTRATION SUMP PER
DETAIL 3/C2.50. DRINKING FOUNTAIN MODEL: MOST DEPENDABLE FOUNTAINS 410 SMSS WITH OPTIONAL
STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS
PROPOSED SEEDED LAWN AREAS
SPECIFICATIONS. SEE http:// mostdependable.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND
(SEE LANDSCAPE PLAN)
INSTALLED BY WILLAMALANE. .
11.
LANDSCAPE BERM AT 1:4 SLOPE. SEE LANDSCAPE PLAN L1.00.
EXISTING LAWN TO REMAIN
12.
PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY
CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION
IRRIGATION SLEEVES.
SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND
EQUIPMENT.
13.
REFURBISHED PARK SIGN. BY OTHERS..
14.
IRRIGATION SLEEVES. SCH. 40 PVC. SIZE AS SHOWN ON PLAN.
15.
PLAY AREA DRAIN. SEE DETAIL 5/C2.50.
EXISTING TREES TO REMAIN
16.
BASKETBALL HOOP AND STAND. ULTIMATE HANG TIME STEEL ADJUSTABLE SYSTEM BY BISON INC. CONTACT
1-800-638-0698, WWW.BISONINC.COM. 6" SQUARE POST. MODEL PR98SHT. CONTRACTOR TO SUPPLY AND
PROPOSED TREES -SEE
INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS.
LANDSCAPE PLAN
17.
PICNIC TABLE. MODEL: WXT/G-84 BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME.
ALUMINUM CLEAR ANODIZED TOP. SUPPLIED AND INSTALLED BY WILIAMALANE.
14
18.
RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50.
19.
AS PART OF BID ALTERNATE #1. CONTRACTOR TO INSTALL SKATE WALL. SEE DETAIL 3&4/C2.51.
20.
RAMP TO PLAY AREA. SEE DETAIL 1/C2.51.
Site Flan
HORIZONTAL SCALE: 1" = 30'-0"
E
�7/
Keynotes:
Sheet Notes:
Phis document and the information contained herein
may not be copied or reproduced without express
written permission of tillamolone Park and Recreation
District.
Unauthorized disclosure or construction use ore
prohibited by copyright low.
W
M
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NOV 01 2018
A. SEE SPECIFICATION SEC11ON 012300 FOR ALL BID ALTERNATES.
B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY
LISTED DIMENSIONS PRIOR TO CONSTRUCTION.
C. COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS.
D. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION,
EDGE OF WALLS OR CENTER OF POST.
E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING
ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN
EXPANSION JOINT.
G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND
SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY
FLATWORK THAT DOES NOT CONFORM TO THE DESIGN.
H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE
CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S
REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT
OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD
ADJUSTMENTS.
1. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND
CONTINUOUS.
J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS.
K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO
DRAWINGS AND SPECIFICATIONS.
REVISIONS
1.
4" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50.
NEW PLAYGROUND AREA SAFETY
2.
6" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50.
SURFACE. SEE DETAIL 3/C2.50
3.
6' LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND
ENGINEERED WOOD FIBER SAFETY
INSTALLED BY WILLAMALANE
SURFACE. SEE DETAIL 4/C2.50
4.
NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND
GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIRQFIL INFILL. PRODUCT SUPPLIED BY OWNER AND
4" DEPTH CONCRETE FLATWORK WITH
INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER
SCORE JOINTS. SEE DETAIL 1&2/C2.50
SPECIFICATION SECTION 321816.
5.
NEW PLAY AREA WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50.
6" DEPTH CONCRETE FLATWORK WITH
6.
USE ZONES FOR PLAY EQUIPMENT (TYPICAL). SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING
SCORE JOINTS. SEE DETAIL 1&2/C2.50
SPECIFICATION SECTION 321816 FOR MORE INFORMATION.
7.
LITTER RECEPTACLE. MANUFACTURER: VECTOR STANLEY MODEL: S C-36. COLOR: POWDER COATED BLACK.
PROPOSED CONTOURS AT 1' INTERVAL
SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE.
8.
BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL: RPB HOOP STYLE, SURFACE MOUNT, COLOR:
BLACK. SUPPLIED AND INSTALLED BY WILLAMALANE.
EXISTING SHRUBS RETAINED
9.
CONCRETE CURB. SEE DETAIL 4/C2.50.
10.
NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM
PROPOSED PLANTER BEDS
WATER METER AND STUB UP - SEE UTILITY PLAN. CONTRACTOR TO INSTALL INFILTRATION SUMP PER
DETAIL 3/C2.50. DRINKING FOUNTAIN MODEL: MOST DEPENDABLE FOUNTAINS 410 SMSS WITH OPTIONAL
STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS
PROPOSED SEEDED LAWN AREAS
SPECIFICATIONS. SEE http:// mostdependable.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND
(SEE LANDSCAPE PLAN)
INSTALLED BY WILLAMALANE. .
11.
LANDSCAPE BERM AT 1:4 SLOPE. SEE LANDSCAPE PLAN L1.00.
EXISTING LAWN TO REMAIN
12.
PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY
CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION
IRRIGATION SLEEVES.
SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND
EQUIPMENT.
13.
REFURBISHED PARK SIGN. BY OTHERS..
14.
IRRIGATION SLEEVES. SCH. 40 PVC. SIZE AS SHOWN ON PLAN.
15.
PLAY AREA DRAIN. SEE DETAIL 5/C2.50.
EXISTING TREES TO REMAIN
16.
BASKETBALL HOOP AND STAND. ULTIMATE HANG TIME STEEL ADJUSTABLE SYSTEM BY BISON INC. CONTACT
1-800-638-0698, WWW.BISONINC.COM. 6" SQUARE POST. MODEL PR98SHT. CONTRACTOR TO SUPPLY AND
PROPOSED TREES -SEE
INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS.
LANDSCAPE PLAN
17.
PICNIC TABLE. MODEL: WXT/G-84 BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME.
ALUMINUM CLEAR ANODIZED TOP. SUPPLIED AND INSTALLED BY WILIAMALANE.
18.
RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50.
19.
AS PART OF BID ALTERNATE #1. CONTRACTOR TO INSTALL SKATE WALL. SEE DETAIL 3&4/C2.51.
20.
RAMP TO PLAY AREA. SEE DETAIL 1/C2.51.
21.
8' LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND
INSTALLED BY WILLAMALANE
22.
HOPSCOTCH. SURFACE APPLICATION INSTALLED BY OTHERS.
23.
AS PART OF BID ALTERNATE #2, SUPPLY AND INSTALL 20' x 20' PRE -MANUFACTURED PICNIC SHELTER.
SHELTER BY ICON SHELTER SYSTEMS INC., AVAILABLE THROUGH ALLPLAY SYSTEMS LLC, PO BOX 1886,
SEQUIM, WA 98382, 1-888-531-4881. EMAIL jim@allplaysystems.com. REFERENCE DUTCH HIP SHELTER
DH2Ox2OM-P4-20-90-30. MANUFACTURER TO SUPPLY FOUNDATION DESIGN AND ALL CONSTRUCTION
DRAWINGS. CONTRACTOR TO POUR POST FOUNDATIONS, SUPPLY AND INSTALL SHELTER PER
MANUFACTURERS SPECIFICATIONS. POST/FRAME POWDER COAT COLOR: "DOW BLACK". METAL PANEL ROOF
COLOR: "EVERGREEN". CONTRACTOR TO INSTALL ALL ADDITIONAL 4" DEPTH CONCRETE FLATWORK AT
SHELTER PER PLANS. NOTE ADJUSTMENT OF DESIGN TO SITTING AREA TO SOUTH WEST OF PLAYGROUND AS
PART OF BID ALTERNATE #1.
24.
ARCH ENTRY WAY. SEE DETAIL 5/C2.51.
Sheet Notes:
Phis document and the information contained herein
may not be copied or reproduced without express
written permission of tillamolone Park and Recreation
District.
Unauthorized disclosure or construction use ore
prohibited by copyright low.
W
M
a
z
v
w
0
a
C
Ho
aga-TV I
w
W
LLJ
NOV 01 2018
A. SEE SPECIFICATION SEC11ON 012300 FOR ALL BID ALTERNATES.
B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY
LISTED DIMENSIONS PRIOR TO CONSTRUCTION.
C. COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS.
D. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION,
EDGE OF WALLS OR CENTER OF POST.
E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING
ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN
EXPANSION JOINT.
G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND
SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY
FLATWORK THAT DOES NOT CONFORM TO THE DESIGN.
H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE
CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S
REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT
OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD
ADJUSTMENTS.
1. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND
CONTINUOUS.
J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS.
K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO
DRAWINGS AND SPECIFICATIONS.
REVISIONS
Tic
CLw'llamatane
11i Park and Recreation District
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO:
i
i'
Tic
CLw'llamatane
11i Park and Recreation District
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO:
�- 8" WW WW
WW - w4-- -WW
lSite Plan - Detail Area
V HORIZONTAL SCALE: 1" = 20'-0"
w -WW wry
a -
a
f f �
■m
-WW- __ WW-
HORIZONTAL
W -
ME*
I00mom1
MONS 1
BID ALTERNATE #2 AREA - ADJUST
EXTENT OF CONCRETE, LAWN AND
PLANTER BED.
Keynotes:
NEW PLAYGROUND AREA SAFETY 1.
4" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50.
SURFACE, SEE DETAIL 3/C2.50 2.
6" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50.
3.
6' LENGTH BENCH WITH BACK. MANUFACTURER: -DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND
ENGINEERED WOOD FIBER SAFETY
INSTALLED BY WILLAMALANE
SURFACE. SEE DETAIL 4/C2.50 4.
NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND
GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIROFIL INFILL. PRODUCT SUPPLIED BY OWNER AND
4" DEPTH CONCRETE FLATWORK WITH
INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER
SCORE JOINTS. SEE DETAIL 1&2/C2.50
SPECIFICATION SECTION 321816.
5.
NEW PLAY AREA WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50.
6" DEPTH CONCRETE FLATWORK WITH
6.
USE ZONES FOR PLAY EQUIPMENT {TYPICAL}. SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING
SCORE JOINTS. SEE DETAIL 1&2/C2.50
SPECIFICATION SECTION 321816 FOR MORE INFORMATION.
7.
LITTER RECEPTACLE. MANUFACTURER: VICTOR STANLEY, MODEL: SDC -36. COLOR: POWDER COATED BLACK.
PROPOSED CONTOURS AT 1' INTERVAL
SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE.
&
BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL: RPB HOOP STYLE, SURFACE MOUNT, COLOR:
BLACK. SUPPLIED AND INSTALLED BY WILLAMALANE.
EXISTING SHRUBS RETAINED 9.
CONCRETE CURB. SEE DETAIL 4/C2.50.
10.
NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM
PROPOSED PLANTER BEDS
WATER METER AND STUB UP - SEE UTILITY PLAN. CONTRACTOR TO INSTALL INFILTRATION SUMP PER
DETAIL 3/C2.50. DRINKING FOUNTAIN MODEL- MOST DEPENDABLE FOUNTAINS 410 SMSS WITH OPTIONAL
•
STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS
PROPOSED SEEDED LAWN AREAS
SPECIFICATIONS. SEE http: // mostdependable.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND
{SEE LANDSCAPE PLAN)
INSTALLED BY WILLAMALANE. .
11.
LANDSCAPE BERM AT 1:4 SLOPE. SEE LANDSCAPE PLAN L1.00.
EXISTING LAWN TO REMAIN 12.
PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY
CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION
IRRIGATION SLEEVES.
SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND
EQUIPMENT.
13.
REFURBISHED PARK SIGN. BY OTHERS..
14.
IRRIGATION SLEEVES. SCH. 40 PVC. SIZE AS SHOWN ON PLAN.
15.
PLAY AREA DRAIN. SEE DETAIL 5/C2.50.
EXISTING TREES TO REMAIN 16.
BASKETBALL HOOP AND STAND. ULTIMATE HANG TIME STEEL ADJUSTABLE SYSTEM BY BISON INC. CONTACT
1-800-638-0698, WWW.BISONINC.COM. 6" SQUARE POST. MODEL PR98SHT. CONTRACTOR TO SUPPLY AND
PROPOSED TREES - SEE
INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS.
LANDSCAPE PLAN 17.
PICNIC TABLE. MODEL- WXT/G-8AL BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME.
ALUMINUM CLEAR ANODIZED TOP. SUPPLIED AND INSTALLED BY WILLAMALANE.
18.
RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50.
19.
AS PART OF BID ALTERNATE #1, CONTRACTOR TO INSTALL SKATE WALL. SEE DETAIL 3&4/C2.51.
20.
RAMP TO PLAY AREA. SEE DETAIL 1/C2.51.
21.
W LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND
INSTALLED BY WILLAMALANE
22.
HOPSCOTCH. SURFACE APPLICATION INSTALLED BY OTHERS.
23.
AS PART OF BID ALTERNATE #2. SUPPLY AND INSTALL 20' x 20' PRE -MANUFACTURED PICNIC SHELTER.
SHELTER BY ICON SHELTER SYSTEMS INC., AVAILABLE THROUGH ALLPLAY SYSTEMS LLC, PO BOX 1886,
SEQUIM, WA 98382, 1-888-531-4881. EMAIL jm@allploysystems.com. REFERENCE DUTCH HIP SHELTER
DH2Ox2OM-P4-2O-90-30. MANUFACTURER TO SUPPLY FOUNDATION DESIGN AND ALL CONSTRUCTION
DRAWINGS. CONTRACTOR TO POUR POST FOUNDATIONS, SUPPLY AND INSTALL SHELTER PER
MANUFACTURERS SPECIFICATIONS. POST/FRAME POWDER COAT COLOR: "DOW BLACK". METAL PANEL ROOF
COLOR: "EVERGREEN". CONTRACTOR TO INSTALL ALL ADDITIONAL 4" DEPTH CONCRETE FLATWORK AT
SHELTER PER PLANS. NOTE ADJUSTMENT OF DESIGN TO SITTING AREA TO SOUTH WEST OF PLAYGROUND AS
PART OF BID ALTERNATE 11.
24.
ARCH ENTRY WAY. SEE DETAIL 5/C2.51.
Sheet Notes:
A. SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES.
B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED
DIMENSIONS PRIOR TO CONSTRUCTION.
C. COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS.
D. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF
WALLS OR CENTER OF POST.
E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY
DISCREPANCIES TO THE ATTEN11ON OF THE OWNER'S REPRESENTATIVE.
F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION
JOINT.
G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL
NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES
NOT CONFORM TO THE DESIGN.
H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE
CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR 'REVIEW BY THE OWNER'S REPRESENTATIVE.
AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE
CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS
RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS.
1. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS.
J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS.
K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS
AND SPECIFICATIONS.
ORi 20'-0"
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NOV 01 2018
Submittal_2&_
This document and the information contained herein
may not be copied or reproduced without express
written permission of Wdlamolone Park and Recreation
District.
Unauthorized disclosure or construction use are
prohibited by copyright low.
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Park and Recreation District
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO:
•
a
+t
•
•
•
i
•
t
•
r
40
�J
Park and Recreation District
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO:
8
HORIZONTAL SCALE: 1" = 30'-0"
Sheet Notes:
A.
B.
C.
D.
E.
F.
G.
.IA
1.
J.
K.
SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES.
REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED
DIMENSIONS PRIOR TO CONSTRUCTION.
COORDINATE INSTALLATION OF IRRIGATION SLEEVES WITH RESPECTIVE CONTRACTORS.
ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF
WALLS OR CENTER OF POST.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION
JOINT.
PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL
NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES
NOT CONFORM TO THE DESIGN.
ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL THE
CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE.
AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE
CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS
RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS.
TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS.
CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS.
LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS
AND SPECIFICATIONS.
yCi
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,
HORIZON
W, -WW
NEW PLAYGROUND AREA SAFETY
SURFACE. SEE DETAIL 3/C2.50
ENGINEERED WOOD FIBER SAFETY
SURFACE. SEE DETAIL 4/C2.50
4" DEPTH CONCRETE FLATWORK WITH
SCORE JOINTS. SEE DETAIL 1&2/C2.50
6" DEPTH CONCRETE FLATWORK WITH
SCORE JOINTS. SEE DETAIL 1&2/C2.50
PROPOSED CONTOURS AT 1' INTERVAL
EXISTING SHRUBS RETAINED
PROPOSED SEEDED LAWN AREAS
(SEE LANDSCAPE PLAN)
EXISTING LAWN TO REMAIN
IRRIGATION SLEEVES.
EXISTING TREES TO REMAIN
PROPOSED TREES — SEE
LANDSCAPE PLAN
W
9
ar
707
This document and the information contained herein
may not be copied or reproduced without express
written permission of WiNamolone Park and Recreation
District.
Unauthorized disclosure or construction use are
prohibited by copyright taw.
REVISIONS
W,
Park and
NOT FOR
District
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO:
STRUCTURE, PAVED AREA, OR
OBJECT
ISOLATION JOINT - SEE
DETAIL 2/C2.50.
12 -INCH #4 SMOOTH REBAR EMBEDED AND
EPDXIED 6 -INCH INTO EXISTING CONCRETE AT
18 -INCH O.C. AT ALL LOCATIONS WHERE NEW
CONCRETE MEETS EXISTING
NOTE:
1. JOINTS SHALL BE SPACED EVENLY, AS SHOWN ON DRAWINGS.
2. SEE SPECIFICATION SECTION 321313.
SCALE: NTS
CONCRETE CURB
Yz" RADIUS (TYPICAL)
FINISH GRADE PER
PLANS
" MINUS' CRUSHED ROCK BASE
PER SPECIFICATIONS
COMPACTED SUBGRADE PER
SPECIFICATIONS
!l ihT1F�f'ti_
8"
:ail!
CONTRACTION JOINT -
SEE DETAIL 2/C2.50
1/2 -INCH
RADIUS
4" OR 6" DEPTH FIBER REINFORCED
CONCRETE PER SPECIFICATIONS - SEE
PLANS FOR LOCATIONS
6" DEPTH, BASE COURSE PER STRUCTURE, PAV
SPECIFICATION SECTION 312000 AREA, OR OBJEC
_' CHAMFER V -GROOVE
CONTRACTION JOINT
COMPACTED SUBGRADE PER
SPECIFICATION SECTION
312000
SWING POSTS (TYPICAL). SEE SITE PLANS FOR LOCATIONS
AND MANUFACTURER INSTALLATION DETAILS. SET DEPTH
ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEE
NOTES.
ENGINEERED WOOD FIBER SAFETY
SURFACE SHALL BE "PLAY
AWAY" BY LANE FOREST
PRODUCTS OR APPROVED EQUAL,
SHALL BE INSTALLED TO A
COMPACTED DEPTH OF 15"
SAWED JOINT 1/3 DEPTH
OF SLAB MINIMUM.
CONCRETE FLATWORK
JOINT FILLER FLUSH WITH
TOP OF CONCRETE.
�— CONCRETE FLATWORK
JOINT FILLER WITH REMOVABLE PLASTIC
ISOLATION JOINT JOINT CAP, SEE SPECIFICATION SECTION
321313.
NOTES:
1. SEE SPECIFICATION SECTION 321313.
2. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION.
3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE
PAVEMENT AND A STRUCTURE MAY OCCUR.
Concrete Joints
SCALE: NTS
GRID OF (12) 8'x6'X4.25" RUBBER
SAFETY TILES GLUED TO CONCRETE
o
BASE UNDER SWINGS. TOP OF TILE TO
BE APPROXIMATELY 6" BELOW
FINISHED SURFACE OF ENGINEERED
o
WOOD FIBER. WILLAMALANE TO SUPPLY
TILES. CONTRACTOR TO PROVIDE GLUE
SEE PLANS FOR LOCATIONS. c
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on 0
ULF I"
\WASHED PEA
_ ` _ jGEO UTILE FABRIC SHALL CONSIST
1\
\r '' = "= \\s �\ OF WOVEN, NEEDLE PUNCHED
MINUS" CRUSHED ROCK BAS \\ - - .� :- \\/ POLYPROPYLENE. SUBSTRATE BONDED
\� / '" ., \/\\ TO A NON -WOVEN POLYPROPYLENE
PER SPECIFICATIONS 1�\\�-':•'`-_= ` „ �1� FABRIC, WEIGHING NOT LESS THAN
8'x6'x4" CONCRETE SLAB
1. SEE DETAIL 6 THIS SHEET FOR LOCATION OF AREA DRAIN.
2. SCORE JOINTS @ 10' O.C. MINIMUM OR AS SHOWN ON SITE PLAN.
3. EXPANSION JOINTS @ 40' O.C.
4. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB AND RADII.
5. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3" THICKNESS.
6. SCORE JOINTS SHALL BE MINIMUM 9" WIDE, 1Y" DEEP, AND ROUNDED CORNERS.
4.8 OZ. PER SQ. YD. COMPLETELY
COVER AREA INDICATED ON PLANS
OVERLAPPING EDGES AT A MINIMUM
OF 12". WRAP TOP AND SIDES OF
GRAVEL WITH FABRIC.
CONCRETE FOOTINGS FOR
PLAYGROUND POSTS. WIDTH AND
DEPTH PER PLAY EQUIPMENT
MANUFACTURERS SPECIFICATIONS.
Typical Playground Section - Engineered Wood Fiber/Swings Location
SCALE: NTS
=8" MIN.
Y" RADIUS (TYPICAL)
3/8" NYLON W/ 1/2"
MIP REINFORCED TUBING
(WATER SUPPLY)------\
SPECIFIED DRINKING
FOUNTAIN ASSEMBLY
1/2" PVC DRAIN UNE
SLEEVE THROUGH CONCRETE
.��� � _•. 3.. A.____ b 'H - d -_a_-`/ /--' D .-. ..- �� 4 d_ a 1�
CONNECT TO DOMESTIC
WATER LINE - SEE PLAN
'P' TRAP IN DRAIN UNE
NOTES:
1. WILLAMALANE STAFF TO INSTALL DRINKING FOUNTAIN ABOVE GRADE.
2_ SANITIZE WATER LINE TO DRINKING FOUNTAIN PRIOR TO ACTIVATION_
4" FIBER REINFORCED CONCRETE
SIDEWALK WITH THICKENED EDGE
ADJACENT TO PLAY AREA - SEE
PLAN FOR LOCATIONS
" MINUS" CRUSHED ROCK BASE
PER SPECIFICATIONS
COMPACTED SUBGRADE PER
SPECIFICATIONS
d m -
- - d pQ
Drinking Fountain and Infiltration Sump
SCALE: NTS
ENGINEERED WOOD FIBER PER
SPECIFICATIONS, 15" DEPTH AFTER
COMPACTION
6" MIN. DEPTH OF WASHED PEA
GRAVEL
4 oz NON-WOVENFILTER FABRIC. RI . WRAP
TOP AND SIDES.
95% COMPACTED SUB -GRADE
CLEAN DRAIN ROCK 2" DIAMETER
FLEXIBLE TRANSITION
O a A _
d `
V "
-. _ d' e 4 -
12"x1'9" CONCRE
COLLAR
1-1/2" DRAIN I
12x1'9" CONCRETE COLLAR
1-1/2" PVC DRAIN PIPE
ADJACENT PLANTER GRADE BEYOND
2'x2'x2' 1-1/2" OPEN
GRADED ROUND ROCK SUMP
LINED WITH FILTER FABRIC
GRADE TO CREATE
tF— DEPRESSION AT SUMP
PLAN
4
VVIt 0MA" Pl
ms cA*Y''
Date Received
OV 01 2018
Original Submittal
5 SQUARE
w
0
0 0 0 0 0
4 oz NON -WOVEN FILTER FABRIC. WRAP
TOP AND SIDES.
SCALE: NTS
E
tD
ASTM C-33 SAND NOTES:
1. LOCATE AREA DRAIN IN APPROXIMATE CENTER OF ENGINEERED
FREE DRAINING MATERIAL WOOD FIBER AREA. LOCATION SHALL BE COORDINATED WITH
ALL FOOTINGS ASSOCIATED WITH PLAY STRUCTURES. IF
CONFLICTS OCCUR, NOTIFY OWNER.
2. ENSURE EXCAVATION DEPTH FOR AREA DRAIN REACHES FREE
DRAINING MATERIAL.
This document and the information contained herein
may not be copied or reproduced without express
written permission of WitUamolone Pork and Recreation
District.
Unauthorized disctosure or construction use are
prohibited by copyright taw.
;1
N'
a
NOT FOR
CONSTRUCTION
Drawn by. SPD
Date- 10.31.18
Scale: AS SHOWN
SHEET NO:
!i
•
0
i
•
a
s
4
�>t
;1
N'
a
NOT FOR
CONSTRUCTION
Drawn by. SPD
Date- 10.31.18
Scale: AS SHOWN
SHEET NO:
^^NCRETE FLATWORK
DETAILED
SCALE: NTS
1/2- R
4"
2x4),3/16" STEEL TUBE ON
OUTSIDE EDGE OF WALL
3/8"0 X 6" LONG J—BOLTS
WELDED TO SQ. TUBE. TIE OR
WELD TO REBAR/STEEL
STABILIZER SET IN CONCRETE.
ISH GRADE
t PLANS
,,,,.4CRETE FLATWORK
THICKENED EDGE
CONCRETE VERTICAL
CURB BEYOND
NOTES:
1. ALL FABRICATED METALS TO BE GALVANIZED AFTER FABRICATION.
2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION AND INSTALLATION FOR APPROVAL
3. CAP ALL ENDS.
SCALE: NTS
4" FIBER REINFORCED
CONCRETE WALKS WITH
THICKENED EDGE ADJACENT TO
PLAY AREA — SEE PLAN FOR
LOCATIONS --,
�r-
6" CRUSHED
ROCK BASE PER
SPECIFICATIONS
2" MINUS OPEN CRUSHED ROCK
PER SPECIFICATIONS
SCALE: NTS
6" CRUSHED
ROCK BASE PER
SPECIFICATIONS
"PLAYGROUND GRASS' BY FOREVER
LAWN ARTIFICIAL TURF SURFACE.
1" SAFEiYCEL PADDING
PLAYGROUND POSTS
(TYPICAL). SEE PLAYGROUND
PLANS FOR ALL LOCATIONS.
SET DEPTH ACCORDING TO
MANUFACTURERS
SPECIFICATIONS FOR EACH
PIECE OF EQUIPMENT. SEE
NOTES.
FOOTINGS FOR PLAYGROUND POSTS. WIDTH
AND DEPTH PER PLAY EQUIPMENT
MANUFACTURERS SPECIFICATIONS.
NOTES -
1. THICKENED EDGE SIDEWALK TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY SURFACE.
2. SAFETY SURFACING PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIROFIL INFILL PRODUCT SUPPLIED BY OWNER AND
INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816.
3. POSTS FOR PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT TO BE
INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND
EQUIPMENT.
Conceptual Arch Design
SCALE: NTS
"So'; T 6
✓•-e E. 1.. .e.8 O
STEEL EDGING AT
WALL EDGE. SEE
DETAIL 4/C2.50
1/2" EXPANSION JOINT
4' DEPTH FIBER
REINFORCED PCC
PAVING
TROWEL FINISH AT TOP
15" 1' CHAMFER
12" STEEL DOWEL WITH SLEEVE
AT ONE END; 24" O.C. WHERE
FLATWORK SHOWN ON PLANS
SCALE: NTS
00
(4) #4 REBAR HORIZONTAL
REBAR @ 24" O.C.
POURED IN PLACE
CONCRETE WALL
(4) #4 REBAR
CONTINUOUS 9" O.C.
CRUSHED ROCK BASE
EXISTING SUBGRADE
s � �
+" d
sC
a.
., .y<,
•
i
PLAYGROUND POSTS
(TYPICAL). SEE PLAYGROUND
PLANS FOR ALL LOCATIONS.
SET DEPTH ACCORDING TO
MANUFACTURERS
SPECIFICATIONS FOR EACH
PIECE OF EQUIPMENT. SEE
NOTES.
FOOTINGS FOR PLAYGROUND POSTS. WIDTH
AND DEPTH PER PLAY EQUIPMENT
MANUFACTURERS SPECIFICATIONS.
NOTES -
1. THICKENED EDGE SIDEWALK TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY SURFACE.
2. SAFETY SURFACING PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIROFIL INFILL PRODUCT SUPPLIED BY OWNER AND
INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816.
3. POSTS FOR PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT TO BE
INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND
EQUIPMENT.
Conceptual Arch Design
SCALE: NTS
"So'; T 6
✓•-e E. 1.. .e.8 O
STEEL EDGING AT
WALL EDGE. SEE
DETAIL 4/C2.50
1/2" EXPANSION JOINT
4' DEPTH FIBER
REINFORCED PCC
PAVING
TROWEL FINISH AT TOP
15" 1' CHAMFER
12" STEEL DOWEL WITH SLEEVE
AT ONE END; 24" O.C. WHERE
FLATWORK SHOWN ON PLANS
SCALE: NTS
00
(4) #4 REBAR HORIZONTAL
REBAR @ 24" O.C.
POURED IN PLACE
CONCRETE WALL
(4) #4 REBAR
CONTINUOUS 9" O.C.
CRUSHED ROCK BASE
EXISTING SUBGRADE
F,le}'
191 1-��-�N2t2=�Y�1
TI DS t- A quv''
W,% it Cu'Yl c&t aAe iet G
This document and the information contained herein
may not be copied or reproduced without express
written permission of SYllamolone Park and Reaeotion
District.
Unauthorized disclosure or construction use are
prohibited by copyright law.
REVISIONS
s � �
sC
i � C
., .y<,
F,le}'
191 1-��-�N2t2=�Y�1
TI DS t- A quv''
W,% it Cu'Yl c&t aAe iet G
This document and the information contained herein
may not be copied or reproduced without express
written permission of SYllamolone Park and Reaeotion
District.
Unauthorized disclosure or construction use are
prohibited by copyright law.
REVISIONS
Park and
P�Li1aa Molt
CONSTRUCTION
Drawn by. SPD
Date- 10.31.18
Scale: AS SHOWN
SHEET NO:
•
i
t
•
•
•
Park and
P�Li1aa Molt
CONSTRUCTION
Drawn by. SPD
Date- 10.31.18
Scale: AS SHOWN
SHEET NO:
CB
RIM=496.54
10- FL (SE)=493.24
10" FL (NW)=493.48
I
zoo P.U.E
zoo P.U.E
lei
11h10 STORM MH
RIM 8.92
10- FL (NW)=491.00
10- FL (E)=490.96
5.00 P.U.E zoo P.U.E.
5.00 P.U.E
14.00 P.U.E
7.00 P.U.E.-.-\
tility 'Plan
HORIZONTAL SCALE: V = W -O'
m
m
Im
m
PROPOSED
DRINKING FOUNTAIN
0q11k16q4mh-bm—w
402
7.00 P.O.EJ
A!�
0
113
UAISY SMEEI- (60- RIGHT--OF-WAY)
0 30' 60,
BLUEBELLE WAY(60'PJGHT-OF-WAY)
ENLARGED AREA
SEE DETAIL THIS
SHEET
j
410 116 116
-
5.00 7E P.U.E
P U
D121
L
*7.00 P.V.E
ZOO P.U.E
-"sool:.,
STORM MH
RIM=499.32
10- FL (SW)=494.34
S. 51 ST. PL
(50' RIGHT-OF-WAY)
zoo P.U.E
5.00 P.0.E
(NE)=491.72
FZ (W)=491.68
FL (S)=49210
14.00
7.00 _P- U. F-
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4
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A
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if1 15- FL (N)=490.49
15- FL (S)=490.39
FRDW
EXISTING
PROPERTY LINE
ADJOINER LINE
CONCRETE CURB
FENCE LINE
EASEMENT
4 Z
.
SD
STORM DRAW LINE
7' I
L
•
CONCRETE
WASTE WATER MH
RIM=499.96
DECIDUOUS TREE
7.00 P.
EVERGREEN TREE
A
zoo P.U.E
, e-1 ..
I
II1111
E"
CATCH BASIN
Co?
SIGN
it
lI
tility 'Plan
HORIZONTAL SCALE: V = W -O'
m
m
Im
m
PROPOSED
DRINKING FOUNTAIN
0q11k16q4mh-bm—w
402
7.00 P.O.EJ
A!�
0
113
UAISY SMEEI- (60- RIGHT--OF-WAY)
0 30' 60,
BLUEBELLE WAY(60'PJGHT-OF-WAY)
ENLARGED AREA
SEE DETAIL THIS
SHEET
j
410 116 116
-
5.00 7E P.U.E
P U
D121
L
*7.00 P.V.E
ZOO P.U.E
-"sool:.,
STORM MH
RIM=499.32
10- FL (SW)=494.34
S. 51 ST. PL
(50' RIGHT-OF-WAY)
zoo P.U.E
5.00 P.0.E
(NE)=491.72
FZ (W)=491.68
FL (S)=49210
14.00
7.00 _P- U. F-
NNI
a4
4
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7'
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if1 15- FL (N)=490.49
15- FL (S)=490.39
FRDW
EXISTING
PROPERTY LINE
ADJOINER LINE
CONCRETE CURB
FENCE LINE
EASEMENT
WASTE WATER LINE
SD
STORM DRAW LINE
LXM
BUILDING
•
CONCRETE
DECIDUOUS TREE
EVERGREEN TREE
STORM MANHOLE
WASTE WATER MANHOLE
UTILITY MANHOLE
CATCH BASIN
WATER METER
SIGN
PROPOSED
- - - WATERLINE
DRAIN ROCK TRENCH
CONCRETE
CONTOUR
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR [IS REPRM07IVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL DOTING UTILITIES BEFORE COMMENCING WORK, AND AWES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 001
MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO DC4MY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES,
714E CONTRACTOR WU CONTACT OREGON ONE -CALL AT (800) 3322344 TO INDICATE EXISTING UlIU71ES AT LEAST 48 HOURS
PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PREC4U170N4RY MEASURES TO PROTECT THESE UTILITIES THE
CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GNEN
THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD
2 AT THE START OF CONSTRUCTIONAL, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING
UNDERGROUND UTILITIES ON SUE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS
DIFFEI? FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SH41.1. A1OTFY BRANCH ENGINEERING, INC IMMEDIATELY.
J. SITE PLUMBING SHALL CONFORM TO THE 2014 OREGON PLUMBING SPECIALTY CODE AND MANUFACTURER'S SPECInC471ONS.
4 ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMDOS. CONTRACTOR
SWILL OBTAIN CffY PERMITS FOR WORK WITHIN RIGHT-OF-WAY.
KEYNOTES
101 NEW 2' WATER SERVICE WITH 1 Y2" WATER METER. COORDINATE SERVICE CONNEC770M WITH SPRINGFIELD
UTILITY BOARD.
1 D 1 W IRRIGATION BACKFLOW ASSEMBLY IN BELOW GRADE VAULT
929 Y4' W47FRLINE TO DRINKING FOUNTAIN PER DETAIL J, SHEET C5.00.
122 2" SERVICE TO IRRIGATION SYSTEM. SEE LANDSCAPE PANS.
D(ISTING PUBLIC STORM PIPE
402 DRAIN ROCK TRENCH SEE DETAIL Z SHEET C5.00.
WA
122
Date Received
NOV 01 2018
Original Submiffal qjqA.
101)
ww ww
BL UEBELLE WA Y(60' RIGHT—OF—WAY)
121
0
This domment and the bftmft cont*sed hw&
may rwt be copied or reproduced xithout e4nm
wftkn wall$" of Pork oW Recreation
ffishiaL
War9wrlmd dbdomm or mabucbm use are
Vd&HM by copy *t k -
REVISIONS il
CIL
ElpGINEERING!,6,
Since 1971
civil * transportatior
structural - geotechnica
SURVEYING I
LX' Park and Recreation District
P pp
#52996
Nit* Skj-d by A& La- &-ch
DAM2MMOM11 M. Lane Brand
.410REGON %
UARY t,
LANA
I E XPIR0DECEMBER 31, 2019
Drawn by MD
Date: 10.30.18
Scale: AS SHOWN
SHEET NO:
•
it
•
CIL
ElpGINEERING!,6,
Since 1971
civil * transportatior
structural - geotechnica
SURVEYING I
LX' Park and Recreation District
P pp
#52996
Nit* Skj-d by A& La- &-ch
DAM2MMOM11 M. Lane Brand
.410REGON %
UARY t,
LANA
I E XPIR0DECEMBER 31, 2019
Drawn by MD
Date: 10.30.18
Scale: AS SHOWN
SHEET NO:
F—
i�
F SiteGrading�Plan 30' 60, ®-
HORIZONTAL SCALE- I' = 30`_0'
DUST7NG
PROPERTY LINE
ADJOINER LINE
CONCRETE CURB
FENCE LINE
EASEMENT
WASTE WATER LINE
SD STORM DRAIN LINE
BUILDING
a .
CONCRETE
s
DECIDUOUS TREE
EVERGREEN TREE
STORM MANHOLE
WASTE WATER MANHOLE
UTILITY MANHOLE
CATCH BASIN
® WATER METER
T SIGN
�-- �499' CONTOUR
CONSMUC770N NOTES:
..... . FILTER STRIP
... ... DRAIN ROCK TRENCH
CONCRETE
—501 -"""— CONTOUR
01.50 CONCRETE GRADE
1. OWNER OR OWNERS REPRESENTATIVE TO APPROVE ALL SIDEWALK GRADES PRIOR TO CONCRETE PLACEMENT.
Ns doarment aid the information oontaiied herein
may not be copied or reprodiced
opress
when permissbrof 1 alane Park ark aidtReaeatkn
DWrict.
unarthained dbckoze or cmishuction use ore
pvhWed by copyW lar.
2. PROVIDE POSITIVE DRAINAGE FROM CONCRETE SURFACE TO LANDSCAPE AREA 1.5% MAX CROSS SLOPE M
a
3 CONIRACIOR TO VERIFY ALL GRADES AND ELEVATIONS PRIOR TO START OF CONSTRUCTION. N07IFY ENGINEER IMMEDIATELY
IF CONDftIONS VARY FROM THOSE SHOWN HEREON. w
CUT/FILL QUANTITIES
CUT 650 CY
WN1mwfilfj#A
F DOW&7-%1
OCONCRETE PAVING. MAX. CROSS SLOPE 1.5% SEE SITE DETAILS SHEET.
ODRAIN ROCK TRENCH SEE DETAIL 2, SHEET C5.00.
(D PERMEABLE PLAYGROUND SURFACE SEE SITE DETAILS SHEET.
��
4✓✓ FILTER STRIP. SEF DETAIL 1, SHEET C5 AND LANDSCAPE PLAN FOR DETAILS
FILTER STRIP WITH DRAIN ROCK TRENCH. SEE DETAIL 1 AND 2, SHEET C5 AND LANDSCAPE PLAN FOR DETAILS
(S GRADE BREAK LOW POINTS
C..
- —' 0:500.10
Site Gradin(
OR30'-0"
l Plan
Site Gradin
HORIZONTAL SCALE= I' = 30'-0'
Plan
Alternate #2
a� r. 500
.rjT.
It
[6119:9 Z! Z pal: *TJ I
REVISIONS
i
C..
- —' 0:500.10
Site Gradin(
OR30'-0"
l Plan
Site Gradin
HORIZONTAL SCALE= I' = 30'-0'
Plan
Alternate #2
a� r. 500
.rjT.
It
[6119:9 Z! Z pal: *TJ I
REVISIONS
rancin
E'N'GINEERING.
Sitfce 194
civil • transportatioi
structural o geotechnica
SURVEYING
Park and Recreation District
� >tN�F,�s
C:
#52996
XIOREGONo
/77
UARY e, foo
Drawn by. MD
Date: 10.30.18
Scale: AS SHOWN
SHEET NO:
i
i
i•
l
rancin
E'N'GINEERING.
Sitfce 194
civil • transportatioi
structural o geotechnica
SURVEYING
Park and Recreation District
� >tN�F,�s
C:
#52996
XIOREGONo
/77
UARY e, foo
Drawn by. MD
Date: 10.30.18
Scale: AS SHOWN
SHEET NO:
R1
c
F—
I
i
O
[L
IMPERVIOUS AREA
PROTECT DaSHNG SOIL & VEGETA77ON WHERE PRACTICAL
FOR DISTURBED AREAS PLANT w/ FILTER STRIP SEED MIX
AT MFG. SPECIFIED APPUCA71ON RATE
1'-0" MIN. GROWING MEDIUM
OR NATNE SOIL IF THE LYIS71MG VEGETA77ON
REAMNS UNDISTURBED
FLIENOW 08131AL MM
1. PROVIDE PR07EC17ON FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING AS WELL AS FOOT TRAFFIC FOR PROPOSED
INFILTRATION AREAS PRIOR TO AND DURING CONSIRUC71ON
2. DIMENSIONS:
a. FLOW UNE LENGTH: 5' MINIMUM.
b. SLOPES: 0.5 - 10%
J. SETBACKS (FROM BEGINNING OF FACILITY):
a. 5' FROM PROPER7Y UNE
b. LOFT FROM BUILDINGS
c. 5OFT FROM WETLANDS, RIVERS, STREAMS, AND CREEKS
WHERE REQUIRED.
4. COLLECTION DEPRESSION:
a. LANGfR1DiAw SLOPE SHALL MATCH ADJACENT SIDEWALK OR 0:5% MINIMUM.
5. OVERFLOW: GRADING SHALL BE SUCH THAT COLLECTION FROM FILTER STRIP CAN DISCHARGE TO STREET.
6 EXISTING UNDISTURBED VEGETATED AREAS CAN BE USED AS FILTER STRIP. FOR DISTURBED AREAS ADJACENT TO
SIDEWALKS, SEED PFR LANDSCAPE PLANS
7. VEGETA770N. THE ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY FILTER STRIP SEED MIX OR UNDISTURBED-E)ISTING
VEGETA770N
8 CONTRACTOR TO REMOVE COMPACTED AND DLSTUM30 SOILS AND SCARIFY THE SUBGRADE SURFACE, WHERE FILTER STRIP
OCCURS AT A LOC4710N USED FOR CONSTRUC77ON DV7WX)E; STOCKPILING, STAGING
FILTER STRIP
NOT TO
SCALE
?OWING MEDIUM
:EOTE a1LE FILTER FABRIC
DRAIN ROCK
—■'-1 12" 1-f—
NOTES.
1. GROWING MEDIUM. BACKFILL WITH 6" MINIMUM COVERING DRAIN
ROCK TRENCH.
2. GE07EKRLE FILTER FABRIC:
a. WRAP ALL SIDES.
b. LAP EDGES 12" MINIMUM.
J. DRAIN ROCK. PROVIDE 12" SQ SECTION OF 3/4*!- i" (AASHTO
157) CLEAN CRUSHED AGGREGATE
NOT •
SCALE
WITHIN
PAVED AREA
-------------
PA VING
STRUCTURE
vs-two,�
COMPACTED
3/4'-0 CR
3' MIN.
BEDDING
PIPE SIZE AND TYPE
PER PLANS
SUBGRADE
OUTSIDE[�UNDISTU
PAVED AREA 1 SOIL
\
ZT/
LL J
COMPACTED z
NATIVE !g
BACKFILL O 3
l_ 6'
�—PROVIDE TRACER WIRE
AS REQUIRED PER
LOCAL CODE.
NOTE,
AT CONTRACTORS OPTION MULTIPLE UTILITIES MAY BE LOCATED IN THE
SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL
AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS HORIZONTAL
SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12' OR
GREATER.
3TYPICAL UTILITY TRENCH
NOT TO
SCALE
M E 11
E Ali I I a �
- Two-tt Di—Tv
w1s ff�J w
v�}t Mn At
itis document and the nfamution cont*)ed herein
may not be copied or repm&wed without egress
written permission of Niamda ne Pak and Recreation
Dishict
Unauftrtzed disdowe, or consbu dion nese are
prehbled by copyright kmc
w
z
w
0
a
REVISIONS
V
*
iI i I 'I I
m
Sint¢ l%
civil • transportatianf
structural • geotechnica
SURVEYING
1 �L„ „w11tama pane I
\e/�V�u iNpI�S
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Scale: AS SHOWN
SHEET NO:
i
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*
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civil • transportatianf
structural • geotechnica
SURVEYING
1 �L„ „w11tama pane I
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Date: 10.30.18
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Landscape Plan Detail EENL_ M-=04
LI HORIZONTAL SCALE: 1" = 20'-0"
IME
EXISTING SHRUBS RETAINED
452 PROPOSED CONTOURS AT 1' INTERVAL
PROPOSED PLANTER
BEDS
PROPOSED SEEDED
LAWN AREAS
_- - EXISTING LAWN TO REMAIN
IRRIGATION SLEEVES.
• EXISTING TREES TO REMAIN
s PROPOSED TREES
f O
BID ALTERNATE #2 AREA - ADJUST
EXTENT OF CONCRETE, LAWN AND
PLANTER BED.
Landscape Notes
A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK,
PRIOR TO BEGINNING WORK.
B. VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY DAMAGE TO UNDERGROUND UTILITIES TO BE
REPAIRED AT CONTRACTOR'S EXPENSE.
C. ALL IRRIGATION INSTALLATION IS TO BE COMPLETED BY WILLAMALANE STAFF. CONTRACTOR TO COORDINATE WITH WiLLAMALANE IRRIGATION
SPECIALIST AT ALL PHASES OF PROJECT INCLUDING INSTALLATION OF NEW SLEEVES. SEE SITE PLAN FOR LOCATION AND SIZE OF ALL IRRIGATION
SLEEVES TO BE INSTALLED BY CONTRACTOR.
D. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE DRIP LINE OF EXISTING TREES. SEE TREE PROTECTION NOTES FOR
FURTHER INFORMATION. CONTRACTOR SHALL REPLACE ANY TREES, SHRUBS OR LAWN DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.
E. ALL SEED/SOD AREAS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE BY OWNER.
F. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. INSTALL LANDSCAPE
BERMS IN LOCATION SHOWN ON PLAN. SLOPE SHALL BE NO STEEPER THAN 1:4. EXISTING TOPSOIL EXCAVATED FOR NEW IMPROVEMENTS MAY BE
USED AS FILL MATERIAL TO MAKE UP GRADES AT BERM AREA, AND AT EXCAVATED AREAS THAT REQUIRE FILL MATERIAL TO MAKE UP GRADES
ONLY WHERE THE FINISHED SURFACE IS LAWN (NOT PAVED OR PLAY AREA). ENSURE TOP 12" OF TOPSOIL MEETS ALL REQUIREMENTS OF THESE
NOTES AND SPECIFICATIONS.
G. THE CONTRACTOR IS TO INSTALL NEW SEEDED LAWN AT AREAS IMPACTED BY NEW CONSTRUCTION INCLUDING AT THE EDGE OF ALL NEW
PAVING/CURBS, WHERE EXISTING LAWN IS DAMAGED DURING CONSTRUCTION OR CHANGES IN GRADE OCCUR, AT NEW LANDSCAPE BERMS, AND IN ALL
AREAS DAMAGED AS A RESULT OF EQUIPMENT OPERATION. MATCH GRASS SPECIES PRESENT IN EXISTING LAWN AREAS. WHERE NEW LAWN ABUTS
EXISTING, PROVIDE A SMOOTH TRANSITION. REFER TO SPECIFICATION SECTION 329200 FOR ADDITIONAL INFORMATION.
H. INSTALL SEED IN FILTER STRIP AREAS AS SHOWN, WHERE EXISTING LAWN HAS BEEN IMPACTED BY CONSTRUCTION. CONTRACTOR TO REMOVE
COMPACTED AND DISTURBED SOILS TO A DEPTH OF 12" AND SCARIFY THE SUBGRADE SURFACE PRIOR TO PLACEMENT OF BLENDED SOIL FOR
VEGETATED STORMWATER SYSTEMS PER SPECIFICATION SECTION 329300. SEED THE AREAS ACCORDING TO SPECIFICATION SECTION 329200.
I. ALL LAWN AREAS SHALL HAVE A MINIMUM OF 12" OF TOPSOIL SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE
1/4" BELOW SIDEWALKS AND PAVING IN LAWN AREAS.
J. AS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS,
BRUSH, WEEDS AND OTHER UTTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR
TOXIC MATTER HARMFUL TO PLANT GROWTH. PH OF IMPORTED TOPSOIL SHALL BE 5.5 TO 7.0.
K. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN
TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES.
L. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT
AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY
THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6.
M. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF
SITE.
N. REFER TO SPECIFICATIONS FOR FULL DETAILS OF LANDSCAPE INSTALLATION.
Planting Legend:
KEY
BOTANICAL NAME
COMMON NAME
SIZE
MATURESIZE
TREES
AB
Acerx fn:emanii
Autumn Blaze Maple
2u cal. B&B
50'x 401w
FP
Fraxinus pennsylvanica'Patmore"
Patmore Green Ash
2n cal. B&B
50'x 40'w
QP
Quercus palustris
Pin Oak
2u cal. B&B
75'x 40w
AG
Acer ginnala
Amur Maple
8'-10' clump B&B
18'x 18'w
SHRUBS, PERENNIALS AND GRASSES
CAO
Calamagrostis x acutiflora ' Overdam
Overdam Feather Reed Grass
2 gal.
5' x 21w
CHT
Choisya temata
Mexican Orange Blossom
2 gal.
6' x 6'w
EFM
Euonymus fortunei'Moonshadow'
Moonshadow Euonymus
2 gal.
3' x 5'
HS
Hemerocallis 'Stella d' Oro'
Stella d' Oro Dayfily
1 gal.
2' x 2' w
RF
Rudbeckia fulgida var. sullivantii'Goldsturm'
Goldsturm Black Eyed Susan
1 gal.
2' x 180
RGL
Rhus aromatica'grow-IoW
Grow -low Fragrant Sumac
2 gal.
3'x 6'w
SHH
Sarcococca hookedana v. humils'Fragrant Mountain'
Sweet Box
2 gal.
2'x 3'w
SJN
Spirea japonica'Neon Flash'
Neon Flash Spirea
2 gal.
3' x 3' w
20' 407
���.■
:jj'*kkj,
HORIZONTAL SCALE: 1" = 20'-0"
7 ws
Odginal SubmiUaLk4—
This document and the information contained herein
may not be copied or reproduced without express
written permission of Namalane Park and Recreation
District.
Unauthorized disclosure or construction use are
prohibited by copyright low.
REVISIONS
Park and Recreation
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO:
•s
i
4
0
•
t
•
4
as
a
Park and Recreation
CONSTRUCTION
Drawn by. SPD
Date: 10.31.18
Scale: AS SHOWN
SHEET NO: