HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/8/2018 (2)EX STORM 2
MANHOLE EX STREET
O
LL
LIGHT
° EX ELECTRIC 10 fX POWER
AND COMM
„ BOXES1 OLE
30'-0" 116 -2 1 /2 60'-0"
r _ _ ❑ S 0° 04' 00" E N 0° 04' 00" W N 0° 04' 00" W N 00 04'00" W 3 30'-0"
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E 17-03-26-14 3704
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I ! o I 17-03-26-14 3703 0
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111 H I 1
OD \ I 000
CONCREyE°
SLAB 5`'x4' 2.5" PIPEN.
I �� 1---�---- ��---- `,-----�- _-----------�----�\ — ---�- �\-����-- _fir
N 0° 04' OD'�VI/\ — — �- — — — — S R` iw 88" f � � _ — — �� 0° 04' 1�8"� - \ _—�G — ` `� \�,\ —S ° 0 o \
— — — `� — =
116.18' 60.00' 79.60`" _ °
CO - - - - - - - - - - - - -
ELECTRIC 79'-7 1/4" I I
V_ EX ELECTRI
2 BOX BOX ' !FIRE
A 208'-10 5/8"
SITE ASSESSMENT OF EXISTING CONDITIONS
SCALE: 1" = 20'
HABITAT FOR HUMANITY OF CENTRAL LANE
CONTACT: DON GRIFFIN
1210 OAK PATCH ROAD
EUGENE, OREGON 97402
541-741-1707
CIVIL ENGINEER
CAPITAL ENGINEERING & CONSULTING, LLC
CONTACT:TINA GUARD, P.E.
1430 WILLAMETTE STREET #325
EUGENE, OREGON 97401
PHONE: 541-510-4225
TLG@CAPITALENGINEERING.CO
DONN ROWE LAND SURVEYING, LLC
CONTACT:DONN ROWE
90946 SUNDERMAN ROAD
SPRINGFIELD, OREGON 97478
PHONE: 541-953-7778
m
SHEET NOTES
1. THE PROJECT SITE IS NOT WITHIN THE 100 -YEAR FLOODPLAIN AND
FLOODWAY BOUNDARIES. HOWEVER, ACCORDING TO FEMA FLOOD MAPS,
THE SOUTH HALF OF THE PROJECT AREA HAS A 0.2% ANNUAL CHANCE OF
FLOOD HAZARD.
2. THE PROJECT SITE IS NOT WITHIN A RIPARIAN RESOURCE OR WETLAND
AREA ACCORDING TO THE CITY OF SPRINGFIELD WATER QUALITY LIMITED
WATERCOURSES MAP.
3. THE PROJECT SITE IS WITHIN THE 99 -YEAR TIME OF TRAVEL ZONE
ACCORDING TO THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREAS
MAP.
4. NEW SIDEWALKS ARE NOT PROPOSED WITH THIS PROJECT.
5. PLANTING PLAN, INCLUDING INFORMATION ABOUT PLANT MATERIALS,
DENSITY AND IRRIGATION, WILL BE DEFERRED TO THE BUILDING PERMIT
SUBMITTAL. THE PLANTING PLAN SUBMITTED FOR BUILDING PERMIT
SUBMITTAL WILL MEET SPRINGFIELD DEVELOPMENT CODE.
KEY NOTES
1.EXISTING ELECTRIC UTILITY TO REMAIN AND BE PROTECTED IN PLACE.
2.EXISTING TREE TO REMAIN.
3.EXISTING TREE TO BE REMOVED.
4. EXISTING LIGHT POLE TO REMAIN.
5. EXISTING SEWER SERVICE TO BE REMOVED.
6. EXISTING CONCRETE PAD TO BE REMOVED.
7. EXISTING WATER METER TO BE REMOVED. PLUG, CAP AND ABANDON IN
PLACE EXISTING WATER SERVICE PER S.U.B. REQUIREMENTS.
8. EXISTING PIPE TO BE REMOVED TO 2' BELOW PROPOSED GRADE AND
CAPPED AND PLUGGED.
9. EXISTING FIRE HYDRANT TO REMAIN.
10. EXISTING STREET LIGHT IS ON EXISTING POWER POLE.
1
MR1
-00 Z —4111111111111111C
PLAN SCALE
20 0 10 20 40
1 INCH = 20 FT.
CIVIL LEGEND
AC
ASPHALT CONCRETE
P!L
PROPOSED PROPERTY LINE
AD
AREA DRAIN
CHECKED
TLG
APPROX
APPROXIMATE
— —
EX PROPERTY LINE
CONST
CONSTRUCT
CO
CLEANOUT
- PVC W - — — w
PROPOSED WATER SERVICE LINE W/PIPE SIZE
EL/ELEV
ELEVATION
EX
EXISTING
—W—
EX WATER MAIN
FF
FINISHED FLOOR
FL
FLOW LINE
4" PVC SS - SAN -SO-- — SAN—
PROPOSED SANITARY SEWER LINE
FT
FEET
W/PIPE SIZE AND FLOW DIRECTION
LF
LINEAR FEET
MAX
MAXIMUM
SAN
EX SANITARY SEWER MAIN
MIN
MINIMUM
PROPOSED STORM DRAIN LINE W/
OAD
OVERFLOW ARE DRAIN
4" PVC SD-snN- - —SrM—
PIPE SIZE AND FLOW DIRECTION
S
SLOPE
SAN
SANITARY SEWER
s _
EX STORM DRAIN MAIN
SD
STORM DRAIN
SS
SANITARY SEWER
—X—X—
PROPOSED FENCE
STM
STORM DRAIN
TYP
TYPICAL
—456.0
PROPOSED MAJOR CONTOUR
W
DOMESTIC WATER SERVICE
—456.0
EX MAJOR CONTOUR
W/
WITH
456.5
PROPOSED MINOR CONTOUR
—
EX MINOR CONTOUR
Q AD#1
PROPOSED AREA DRAIN W/ CALLOUT
® CB#1
PROPOSED CATCH BASIN W/ CALLOUT
PROPOSED DRAINAGE SWALE FLOW LINE
co
0
PROPOSED CLEANOUT
DRAINAGE FLOW DIRECTION
PROPOSED ASPHALT CONCRETE PAVEMENT
d.. • 4'.
'•',
PROPOSED PORTLAND CONCRETE WALKWAY
EX TREE
❑
EX COMM/ELECTRIC BOX
0
EX UTILITY MANHOLE
PUE '
I
I
I
a
I
1
I
I
I
I
NOT FOR CONSTRUCTION
CAPITAL
ENGINEERING & CONSULTING, LLC
TINA GUARD, PE
541-510-4225
tig@capitalengineenng.com
��REO PROFFss
\0 G I N
65619PE
OREGON
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EXPIRATION DATE: 06/30/19
F -
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VICINITY MAP Q D
�
NOT TO SCALE N J
V
D W Z
CL O
MuiQw
W
J �
L.L —
O
SHEET INDEX Q 0
UJ I
LL 0 = W
SHEET SHEET SHEET C)U—
NUMBER NAME DESCRIPTION U) C9
a: z
01 MR1 SITE ASSESSMENT OF EXISTING CONDITIONS < '—
02 MR2 MAJOR REPLAT TENTATIVE PLAN 1 0
03 MR3 STORMWATER MANAGEMENT PLAN 2 ~ w
04 MR4 PLANTING PLAN
C
W
w
z
w
W
u-
0
W
w
1 NO. I DATE I DESCRIPTION 1
DATE
10_-29-2018
_
DESIGNED
_
AWS
DRAWN
AWS
CHECKED
TLG
SITE
ASSESSMENT
OF EXISTING
CONDITIONS
�s
., MR1
1 of 4
H
w
H
1�
EX
PLANTING
STRIP TO EX
REMAIN K
EX STORM
MANHOLEXSCREET
1 ! i IGHT
PROPOSED
FENCE, TYP.
ESC ELECTRIC
AND COMM
BOXES
35'-0" 24'-7" --- 24'-7" -
375'-9 3/4" -
CONNECT TO —�
EX 8" SANITARY
SEWER MAIN,
TYP 1 OF 12
24'-7" —�— 24'-7" —�— 24
I
5
UE
AWS
DRAWN
AWS
CHECKED
PROPERTY
1
1 ----
I -
i
LINE, TYP.
UE
_
I
PROPOSED
R
`
S.U.B
3
o
. o'
LOT 1 LOT 2
LOT 3
LOT 4
ELECTRICAL
z
i i 3,500 SF 2,458 SF
2,458 SF
2,458 SF
VAULT
Z
o a
!
I
a
,
a
o
I FF=459.15' FF=459.15'
FF=458.91'
FF=458.91
EX SIDEWALK,
CURB AND
�
.
I
GUTTER TO
(
0U
1
REMAIN
z
I
PROPOSE 3' 15'
c(-'�
co IV
` co�
Ico I -'
PRIVATE U
�,
rn
EASEMENT
m.
CONNECT
!
1
TO EX 2" PVI
L41
a
I I
X
WATER MAI
N (
N
3:1-7
S.U.B.2"
z
I
INSTALL J "
WATER MEI ER
WATER
— N
SAS —CB
—
TYP 1 OF 6
PIPE
CB BT, N
(I
Q_ — M
STM — ST
— STM
EX
DRIVEWAY
APRON TO
REMAIN
EXISTING
EX 12"
CURB CUT
PROPOSED FULL
sl ORM
DRAIN
o
DEPTH CURB, TYP.
22' PRIVATE JOINT
USE ACCESS &
Et»�€ �tC
UTILITY EASEMENT
Z
BOXES
PROPOSED 22' WIDE
AC PRIVATE ACCESS
ROAD
v
PROPOSED OFF
STREET PARKING
INSTALLf'
WATER
30'-0"
AREA, 2 STALLS PER
SERVICE, 1
LOT, TYP
OF 6 TYP.
4
EX FIRE HYDRANT
(78.6 LF TO R
STREET DRIVEWAY)
I
MAJOR REPLAT TENTATIVE PLAN
SCALE: 1" = 20'
LOT 5 I LOT 6
21458 SF 2,458 SF
FF=458.65' ° FF=458.65'
CONST 4" SS SERVICE,
TYP 1 OF 6
PROPOSED 10'
WIDE PRIVATE 22' PRIVATE JOINT
UTILITY USE ACCESS &
,EASEMENT UTILITY EASEMENT
PROPOSED VALLEY s°
GUTTER TO DIRECT
PROPOSED PARKING
LOT AND ROADWAY
DRAINAGE TO CATCH
BASINS.
54'-11 7/8"
S 00 ON 00" E 375.81'
I
�c� ILu
r I — =-
I I AN= SAN=
J ! 2
9ROP SEq 25'
VYIDE PRIV�TE
TILT
SE EN�
I
I �
I I
I I 25'
CONST 4" SS
SERVICE,
TYP 1 OF 6
PROPOSED FULL -
DEPTH CURB, TYP.
30'-0" 24'-7"
CB#4
— ST — STki— STM--�- —
14.
Z
CO • t CO
- fi
w
a
LOT 7 I LOT 8
3,000 SF 2,458 SF
FF=457.41' FF=457.41'
-PROPOSED VALLEY -
GUTTER TO DIRECT
PROPOSED PARKING
LOT AND ROADWAY
DRAINAGE TO CATCH
BASINS.
24'-7" 24'-7"
INSTALL f" WATER
SERVICE, 1 OF 6
TYP.
24'-711— 24'-7"
1
r— — -- -- —i r— — — -- --i
18.9' I
xi
LOT 9 LOT 10 LOT 11 LOT 12 I
2,458 SF 2,458 SF "rpt 2,458 SF a 2,458 SF x
FF=457.74' I FF=457.74' FF=458.13' FF=458.13'
- STM— STM —S — STM— _
208'-9"
5.3'
W 4
I 12.6 i
— STM— STM— STM--\
— PROPOSED 12' PROPOSED 5'
WIDE PRIVATE INSTALL WIDE PRIVATE
UTILITY RAINGARDEN. UTILITY
EASEMENT SEE EASEMENT
2 INSTALL
MR3 STORMWATER
MANAGEMENT
SYSTEM 1
SEE MR3
z -`
MR2 PLAN SCALE
20 0 10 20 40
1 INCH = 20 FT.
EX STORM
INLET
EX STORM
DRAIN
f�[�Si3i7;Z�Zi7���i�I�Ti�[iP►I
GRAVEL DRIVEWAY
CAPITAL
ENGINEERING & CONSULTING, LLC
TINA GUARD, PE
541-510-4225
tig@capitalengineering.com
PRO�Fss
�.�elNEF�4 /0
65619PE 9
'40�REGONe0QO
EXPIRATION DATE: 06/30/19
EXISTING
CURB CUT EX
DRIVEWAY
APRON TO
REMAIN
PROPOSED 22' WIDE
AC PRIVATE ACCESS
ROAD
3 ` CONNECT TO z
i1 EX 6" WATER w
VALVE
INSTA J " o
WATE METER,
TYP 1 OF 6 j
rblE
PROPC SED 5'X 15'
PRIVAI E UTILITY >'
_ 3 EASE NT � w
PROPOSED
°� S.U.B
L S.U.B. 6" CI ELECTRICAL W
WATER PIPE VAULT
Q D �-
1 EX SIDEWALK,
3 CURB AND :D0 z
GUTTER TO W O
REMAIN Lu
W
J �
I EX FIRE "� ryO
n /
HYDRANT (71.2
LF TO Q STREET 0
DRIVEWAY) W W
h LL = _
a U LL
w to C)
LL z
0 w
CLQ W
w
z
w
W
LL
0
W
w
SHEET NOTES «STORM 3
MANHOLEEX STREET ie
LL
LIGHT �
1. THE NEAREST TRANSIT FACILITY IS LOCATED AT THE CORNER OF Q STREET EXELECTRIC
AND 11TH PLACE, APPROX 200 FEET FROM THE SOUTHEAST CORNER OF THE ANOCOMM POWER
SITE. TRANSIT FACILITIES ARE NOT PROPOSED WITH THIS PROJECT. 30W BOXES 116'-21/2" 60'-0' OLE
E) SEPTNHOI S 0°.04' 00` E N 0° 04' 00" W N 0° 04' 00" W N 0° 04' 00" W 30'-0"
2. NEW PUBLIC SIDEWALKS ARE NOT PROPOSED WITH THIS PROJECT. "O — — — — — -- — — — — — — — — — — —
5 PUE 60.00' 79.60'
116.21' r — 120.00' �—
j11— r PUE
PUE 6 I
KEY NOTES
EXISTING S.U.B. WATER LL I
1. PROPOSED LANDSCAPE PLANTER STRIP WITH NATIVE PLANTINGS OR I cllsogsLl 1 Z
IRRIGATED LAWN AREA. "' 1
L. O
z O ) N
2. RAIN GARDEN TO TREAT STORMWATER RUNOFF FROM ACCESS ROADS, 1w a o (� EXISTING SEWER FLOW ( o E~ I
PARKING AREAS AND WALKWAYS. w N 4—
WSEWER
Ln ( LOT -4 TAX LOT ' o c w {
f �, LOT -3 EXISTING CAPPED 12,000 S4.FT. 17-03-26-14 3704 0
3. EXISTING LIGHT POLE TO REMAIN. H Z ( LOT -1 LOT -2 t �� i l
z TAX LOT 7r a 7,960 SQ.FT. w 4" s N w
4. EXISTING FIRE HYDRANT TO REMAIN. s,000sQ.Fr. 00 w I
17-03-26-14 3701 11,620 SQ.1= C. o y m TAX LOT
I $ TAX LOT c9 17-03-26-14 3703 o
u, o
17-03-26-143702
z o '
z I o ~ o I !
r W
{ go co
� (I ( Q ++� ( SLAB 5.5'x4' Q\-2.61PIPE I ' -
' Q !I( 1 Z I ISTING FIRE
1 I' D 1 RANT
N 0° 04_00' W — — — S 0° 04' 00' E — — S 0° 04 00• E — — _ S — 00 — — • • — — {
11s.1a' 60.00' 79.60' —— - �- ' I
z 0.00' NG
r'N
COMMUNICATI01
N «ELECTRIC 79'-71/4" 120'-0' BOX
6 BOX EXELECTRI !
2OW-10 5/8` BOX IRE_
REDFERN EXISTING PLAT
SCALE: 1" = 30'
.00 z___41w
PLAN SCALE
30 0 15 30 60
1 INCH = 30 FT.
NO. I DATE i DESCRIPTION I
DATE
10-29-2018
DESIGNED
AWS
DRAWN
AWS
CHECKED
TLG
MAJOR REPLAT.
Aad us, � do �" 4pmA .av •.+,:a�
TENTATIVE
llrl$ *U0 ' PLAN
O
....r, „ �� o.....�
MR2
2of4
EX 12"
STORM
DRAIN
R1
EX STORM
MANHOLE
EY SEPTIC
MANHOLE
SS
S.U.B. 2"---�,
PVC t
WATER
PIPE f}
t
1
t
EXISTING - J
CURB CUT t
S
STORMWATER MANAGEMENT PLAN
SCALE: 1„ = 20'
1. Provide protection from all vehicle traffic, equipment staging,
and foot traffic In propased Infiltration arms prior to, during,
and atter construction.
2. Dimensions:
a, Oeoh of rain garden: 6" minimum and 12" maximum
b. Fiat boRom width:2' rain.
o. side slopes of Rain Garden: 3-1 rnaximurn.
3.80baclis,
a. infiltration rain gardens must he JV Ikom
fourcdawns and & from property linims,
Filtration Rain Garden do net require a setback with
an approved waterproof liner.
4, Overflow.
a. Overflows are required unless std to folly infiltrate
the flood control design storm.
b. Inlet elevation must alloy for 2" ref freeboard.
minimum.
6, Plping: Minimum 3" pipe required for up to 1,600 aq It of
IrnpWhows area; othorrwi€e 4" min. Piping material, slopes
and installation shall follow the Uniform Plumbing Code.
6, Drain roW u
a. size: W-2-1/2" washed
0. (0WM-12" Mintrrmum
7, Drain rack later shall be separated form the grooving medium
and the swound soils by a veatextlle fifer fabric.
S. Growing medium:
a, IT minimum
b. imported WWI or amended native topsoil,
Vegotstlon: Follow landscaps piens oftrwise refer to plant list in
SWMM Appendix F. Number of plantings per 100sf of faculty area:
a.100 Ground Covers, OR
0, 00 Gmvnd Covers, 2 Large shy 4 Small shrubs
and 1 bass (dediduou9 orevergreen)
10. Install wastwd pea gravel or river rock to trortaition ±Ilam
inlets and splash past to growing medium.
CITY OF FILTRATION RAIN GARDEN �„6 5f51t,R
EUGENE, OREGON DRAWN BY ONG
DEPARTIVIENT OF PUBLIC WORKS
'fi'PIOAE CE1'AIEa0 ... _. _ ..
EWINEERING DNISION
NOT TO SCALE
CONST`__
vr- vi vwrc
EL = 455.00'
CONNECT
STORMWATER
OVERFLOW TO
EX STORM DRAIN
INLET
6" FL = 449.91±
CURB CUT
9
I.U.B. 6" CI
NATER PIPE
1 -00 Z —$
M R3 PLAN SCALE
20 0 10 20 40
1 INCH = 20 FT.
SHEET NOTES
1. ROOF DRAINAGE FROM THE PROPOSED BUILDINGS WILL BE CONVEYED
THROUGH DOWNSPOUTS AND INTO THE ADJACENT DRAINAGE SWALES.
2. THE STORMWATER SYSTEM WILL CONVEY RUNOFF INTO CATCH BASINS AND
AREA DRAINS WHICH WILL TIE -INTO THE PROPOSED RAINGARDEN.
OVERFLOW FROM THE RAINGARDEN WILL BE ROUTED TO THE EXISTING
CATCH BASIN ON "Q" STREET.
3. APPROX PROPOSED CUT VOLUME= 174 CY. APPROX PROPOSED FILL
VOLUME= 565 CY.
4. PLANTING PLAN, INCLUDING INFORMATION ABOUT PLANT MATERIALS,
DENSITY AND IRRIGATION, WILL BE DEFERRED TO THE BUILDING PERMIT
SUBMITTAL. THE PLANTING PLAN SUBMITTED FOR BUILDING PERMIT
SUBMITTAL WILL MEET SPRINGFIELD DEVELOPMENT CODE.
C:� KEYNOTES
1. PROPOSED CATCH BASIN.
2. PROPOSED AREA DRAIN.
t i yf� �JQ
613 ff tup] Ixt T:�nfat+�_6
of 4
CAPITAL
ENGINEERING & CONSULTING, LLC
TINA GUARD, PE
541-510-4225
tlg@capitalengineering.com
ED PROP
IF9
Q fi5619PE {
OREGON
0, 2°°QO
�q 1.
(EXPIRATION DATE: 06/30/19 j
' ' *
DATE
10-29-2018
DESIGNED
AWS
DRAWN
AWS
CHECKED
TLG
♦ 1
PLAN
n FISCHER VILLAGE (NORTH)
SCALE: 1" = 10'
i
SJ
14
29
IN
d w w w w w LAWN w w w w w w w w l l 0 to
w w w w w w w v a w w w w IV
r wj w AC w w NWL w w w SJ w w $ w o 0 0 ( n
w w w w w w w w w .r w w w a AC w
w w •,v I •v w w w w w w w w w w w w w w
w w) �. {.. w w w w w w w w w w w w w a• 1 w IV I
ASPHALT
o x x BE
w w w MA I
w w I 1 o x x
w v w
w d w 1 ° HE HY
NEW BLDG
v vw t , ®, • � C
I
Td vd 3 d
w j
t ,
li} n
w (w w
j w w v x
0 3 25 }
o x x
v w w 11 1 x x BE
w v w 0
w w w I ___ 1
-; w w W w w e w w w w w w w m w w w tV ASPHALT
w w v . y w w yr w w v w w w w w lFd 'x —� d
w% w w w w v. w w NV�rL a. w w •r w w w w w w
w w w >w w w w a v w w +v w w v w w w
w w w w w
w w w BE
w w w O
w I w MA x x
vm w p 1 o x -
O w w w x x I
w L o HE HY
w w w 3 25
w w wl w w NEW BLDG "s
w w w
w Iw w Td Td 3V.
d
w I w CONCRETE o HE 25 i
w d
r._ 5, 5` x
4'
SLAB MA o x 3
-r—�
x BE
0 6 ASPHALT
w w w w w w .� w w w w w
w w l w �m w w w w .�. w w w v. w w w w a w w 4
w w w w w w v
LAWN, w w w w w w w w w
Wd xI d
w v w w w w w v NWL w w s w w w w w w a
w 'w w w w w w w yr w w w w v w w w w w 4
BE
0
MA x x B
x x 1
4, w i x HE
i
{ 3
�o
w w w I 1 HY
NEW BLDG ° 25 C)
w w • ,
w3
P/L PIL P
...... ................. Fx
10 S
w w
w w w
w w I -
w
HE HY
w w MA o X x
w v w I
w w 1 x x BE
0
0 6 ASPHALT
—
w w( w w w v LAWN NVQ w w w w w v w w
—0
\ _— __.__.-.-._
i
IC AR HY
14 3 37
�IISCHER VILLAGE SOUTH.............
N
PLAN SCALE
1 1 1 1
jjl�%lm m e
1
015T4P
LA703
ENCER tB G -� fr
OREGON H
02/05/20101.
Wz
Q CONSTRUCTION )VOTES N1a;oY cam- ��►-z�,�,��e,
1. INSTALL APPROVED BARK MULCH, 3" MIN THICKNESS OVER �,n L O g r I
PREPARED SUBGRADE/PLANTING MIX vJ4 `J
2. INSTALL APPROVED BARK MULCH, 3" MIN THICKNESS OVER
LANDSCAPE FABRIC OVER
PREPARED SUBGRADE/PLANTING MIX
3. INSTALL 1-1/2" WASHED DRAIN ROCK OVER
LANDSCAPE FABRIC OVER^
PREPARED SUBGRADE/PLANTING MIX '�j
1
LANDSCAPE NOTES````
1. BEFORE ANY EXCAVATION CALL DIG SAFELY OREGON 1-800-332-2344 OR 811 TO LOCATE UNDERGROUND
UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH PROPOSED OR EXISTING
UNDERGROUND UTILITIES.
2. PROTECT ALL EXISTING DRAINAGE FACILITIES IN WORK. MINIMIZE RUN-OFF WITH BEST MANAGEMENT
PRACTICES.
3. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION START-UP.
4. ALL PLANTING AREAS TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM, DESIGN/BUILD BY THE
CONTRACTOR.
5. ALL PLANT MATERIALS SHALL BE INSTALLED AS PER DETAILS.
6. ALL PLANT MATERIALS SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE
SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
7. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 2"-3" OF SMALL (1" MINUS) BARK MULCH OR
APPROVED COVER.
8. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTOR FAMILIAR WITH PLANTING WORK.
9. PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE FIELD
BY THE LANDSCAPE ARCHITECT BEFORE THE MAINTENANCE PERIOD BEGINS DUE TO UNFORESEEN
CONFLICTS.
10. PLANT COUNT AND LEGEND IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF
DISCREPANCIES, THE PLAN SHALL TAKE PRECEDENCE.
11. PLANT MATERIAL LOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS NECESSARY TO SCREEN UTILITIES BY
NOT TO BLOCK WINDOWS, PEDESTRIAN AND TRAFFIC SIGHT LINES, NOR IMPEDE ACCESS.
12. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS AND DELETIONS IN
THE PLANTING SCHEME AS NECESSARY WHILE WORK IS IN PROGRESS. SUCH CHANGES ARE TO BE
ACCOMPANIED BY EQUITABLE ADJUSTMENTS IN THE CONTRACT PRICE IF/WHEN NECESSARY.
13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS BEGINNING AT THE DATE OF
ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY
CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
14. ALL PLANTING LOCATED ADJACENT TO SIGNS SHALL BE FIELD ADJUSTED SO AS NOT TO INTERFERE WITH
VISIBILITY OF THE SIGNS.
15. ALL PLANTING AREAS TO HAVE POSITIVE DRAINAGE TO EXISTING DRAINAGE SYSTEM. FINISH GRADES SHALL
PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES IN ACCORDANCE WITH THE SITE GRADING
PLAN.
16. AMEND EXISTING APPROVED TOPSOIL AT A RATION OF THREE CUBIC YARDS OF APPROVED COMPOST PER
1000 SQUARE FEET OF PLANTING AREA. ROTO -TILL ORGANIC MATER A MINIMUM OF 6" INTO TOPSOIL.
17. FERTILIZE ALL TREES AND SHRUBS WITH PLANTING TABLETS. QUANTITY PER MANUFACTURER'S
RECOMMENDATIONS.
18. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM
12" DEPTH OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE.
18.1. 0" BELOW ADJACENT SURFACES OF PLANTER BED AREAS.
18.2. 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS.
18.3. 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS.
19. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED BY LANDSCAPE
OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
20. REUSE EXISTING TOPSOIL ON SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE
INSUFFICIENT. VERIFY QUALITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. TOPSOIL SHALL BE A
LOOSE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS,
GRASS OR OTHER FOREIGN MATERIAL AND HAVE A PH OF 5.5 TO 7.0. IF THE ON SITE TOPSOIL DOES NOT
MEET MINIMUM STANDARDS, CONTRACTOR SHALL EITHER:
20.1. PROVIDE APPROVED IMPORTED MATERIALS.
20.2. IMPROVE AND AMEND ON SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
PLANT SCHEDULE
cec
CAPITAL
ENGINEERING & CONSULTING, LLC
TINA GUARD, PE
541-510-4225
tigQoapitalengineering.00m
s A
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1 _
541-654-1513
WVNV.BUGBEY.COM
BUGBEYLA@GMAIL.COM
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HEDGE MAPLE
2" CAL
FULUBUSITY
DATE 10-29-2018
AN
6
ACER PALMUTUM 'NIGRUM'
BLACK JAPANESE MAPLE
25 GAL
FULUBUSITY
DESIGNED SBB
AP
1
ACER PSEUDOPLATANUS
SYCAMORE
2" CAL
FULUBUSITY
DRAWN SBB
AR
6
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2" CAL
FULUBUSITY
CHECKED SBB
MA
6
MAGNOLIA STELLATA'ROYAL STAR'
ROYAL STAR MAGNOLIA
25 GAL
FULUBUSITY
NS
3
NYSSA SYLVATICA
BLACK GUM
2" CAL
FULUBUSITY
_SHRUBS, PERENNIALS AND GROUNDCOVERS
ID
QTY
BOTANICAL
COMMON
SIZE
REMARK
BE
36
BERGENIA CORDIFOLIA
HEARTLEAF BERGENIA
2 GAL
fi
EU
3
EUONUMUS ALATUS'COMPACTUS'
DWARF BURNING BUSH
15 GAL
-
PLANTING
EM
40
EUONYMUS JAPONICUS
VARIEGATED BOXLEAF EUONYMUS
2 GAL
18" O.C.
MICROPHYLLUS VARIEGATUS'
PLAN
JP
745
JUNCUS PATENS
COMMON RUSH
1 GAL
12" O.C.
HE
38
HEMEROCALLIS 'STELLA DE ORO'
DAYLILY
1 GAL
18" OC.
HY
349
HYPERICUM CALYCINUM
ST. JOHN'S WORT
1 GAL
18" O.C.
IC
30
ILEX CRENATA'SOFT TOUCH'
SOFT TOUCH COMPACT HOLLY
5 GAL
36" O.C.
IV
54
ILEX VOMITORIA'STOKE'S DWARF'
STOKE'S DWARF YAUPON HOLLY(MALE)
5 GAL
36" O.C.
PR
23
PRUNUS LAUROCERASUS
OTTO LUYKEN LAUREL
15 GAL
60" O.C.
'OTTO LUYKEN'
PL
12
PRUNUS LUSITANICA
PORTUGUESE LAUREL
15 GAL
48" O.C.
SJ
47
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DOUBLE PLAY BIG BANG SPIRAEA
2 GAL
36" O.C.
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1. INSTALL APPROVED BARK MULCH, 3" MIN THICKNESS OVER �,n L O g r I
PREPARED SUBGRADE/PLANTING MIX vJ4 `J
2. INSTALL APPROVED BARK MULCH, 3" MIN THICKNESS OVER
LANDSCAPE FABRIC OVER
PREPARED SUBGRADE/PLANTING MIX
3. INSTALL 1-1/2" WASHED DRAIN ROCK OVER
LANDSCAPE FABRIC OVER^
PREPARED SUBGRADE/PLANTING MIX '�j
1
LANDSCAPE NOTES````
1. BEFORE ANY EXCAVATION CALL DIG SAFELY OREGON 1-800-332-2344 OR 811 TO LOCATE UNDERGROUND
UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH PROPOSED OR EXISTING
UNDERGROUND UTILITIES.
2. PROTECT ALL EXISTING DRAINAGE FACILITIES IN WORK. MINIMIZE RUN-OFF WITH BEST MANAGEMENT
PRACTICES.
3. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION START-UP.
4. ALL PLANTING AREAS TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM, DESIGN/BUILD BY THE
CONTRACTOR.
5. ALL PLANT MATERIALS SHALL BE INSTALLED AS PER DETAILS.
6. ALL PLANT MATERIALS SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE
SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
7. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 2"-3" OF SMALL (1" MINUS) BARK MULCH OR
APPROVED COVER.
8. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTOR FAMILIAR WITH PLANTING WORK.
9. PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE FIELD
BY THE LANDSCAPE ARCHITECT BEFORE THE MAINTENANCE PERIOD BEGINS DUE TO UNFORESEEN
CONFLICTS.
10. PLANT COUNT AND LEGEND IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF
DISCREPANCIES, THE PLAN SHALL TAKE PRECEDENCE.
11. PLANT MATERIAL LOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS NECESSARY TO SCREEN UTILITIES BY
NOT TO BLOCK WINDOWS, PEDESTRIAN AND TRAFFIC SIGHT LINES, NOR IMPEDE ACCESS.
12. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS AND DELETIONS IN
THE PLANTING SCHEME AS NECESSARY WHILE WORK IS IN PROGRESS. SUCH CHANGES ARE TO BE
ACCOMPANIED BY EQUITABLE ADJUSTMENTS IN THE CONTRACT PRICE IF/WHEN NECESSARY.
13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS BEGINNING AT THE DATE OF
ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY
CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
14. ALL PLANTING LOCATED ADJACENT TO SIGNS SHALL BE FIELD ADJUSTED SO AS NOT TO INTERFERE WITH
VISIBILITY OF THE SIGNS.
15. ALL PLANTING AREAS TO HAVE POSITIVE DRAINAGE TO EXISTING DRAINAGE SYSTEM. FINISH GRADES SHALL
PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES IN ACCORDANCE WITH THE SITE GRADING
PLAN.
16. AMEND EXISTING APPROVED TOPSOIL AT A RATION OF THREE CUBIC YARDS OF APPROVED COMPOST PER
1000 SQUARE FEET OF PLANTING AREA. ROTO -TILL ORGANIC MATER A MINIMUM OF 6" INTO TOPSOIL.
17. FERTILIZE ALL TREES AND SHRUBS WITH PLANTING TABLETS. QUANTITY PER MANUFACTURER'S
RECOMMENDATIONS.
18. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM
12" DEPTH OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE.
18.1. 0" BELOW ADJACENT SURFACES OF PLANTER BED AREAS.
18.2. 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS.
18.3. 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS.
19. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED BY LANDSCAPE
OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
20. REUSE EXISTING TOPSOIL ON SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE
INSUFFICIENT. VERIFY QUALITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. TOPSOIL SHALL BE A
LOOSE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS,
GRASS OR OTHER FOREIGN MATERIAL AND HAVE A PH OF 5.5 TO 7.0. IF THE ON SITE TOPSOIL DOES NOT
MEET MINIMUM STANDARDS, CONTRACTOR SHALL EITHER:
20.1. PROVIDE APPROVED IMPORTED MATERIALS.
20.2. IMPROVE AND AMEND ON SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
PLANT SCHEDULE
cec
CAPITAL
ENGINEERING & CONSULTING, LLC
TINA GUARD, PE
541-510-4225
tigQoapitalengineering.00m
s A
i
1 _
541-654-1513
WVNV.BUGBEY.COM
BUGBEYLA@GMAIL.COM
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1 NO. J DATE ( DESCRIPTION
AC
2
ACER CAMPESTRE
HEDGE MAPLE
2" CAL
FULUBUSITY
DATE 10-29-2018
AN
6
ACER PALMUTUM 'NIGRUM'
BLACK JAPANESE MAPLE
25 GAL
FULUBUSITY
DESIGNED SBB
AP
1
ACER PSEUDOPLATANUS
SYCAMORE
2" CAL
FULUBUSITY
DRAWN SBB
AR
6
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2" CAL
FULUBUSITY
CHECKED SBB
MA
6
MAGNOLIA STELLATA'ROYAL STAR'
ROYAL STAR MAGNOLIA
25 GAL
FULUBUSITY
NS
3
NYSSA SYLVATICA
BLACK GUM
2" CAL
FULUBUSITY
_SHRUBS, PERENNIALS AND GROUNDCOVERS
ID
QTY
BOTANICAL
COMMON
SIZE
REMARK
BE
36
BERGENIA CORDIFOLIA
HEARTLEAF BERGENIA
2 GAL
18" O.C.
EU
3
EUONUMUS ALATUS'COMPACTUS'
DWARF BURNING BUSH
15 GAL
-
PLANTING
EM
40
EUONYMUS JAPONICUS
VARIEGATED BOXLEAF EUONYMUS
2 GAL
18" O.C.
MICROPHYLLUS VARIEGATUS'
PLAN
JP
745
JUNCUS PATENS
COMMON RUSH
1 GAL
12" O.C.
HE
38
HEMEROCALLIS 'STELLA DE ORO'
DAYLILY
1 GAL
18" OC.
HY
349
HYPERICUM CALYCINUM
ST. JOHN'S WORT
1 GAL
18" O.C.
IC
30
ILEX CRENATA'SOFT TOUCH'
SOFT TOUCH COMPACT HOLLY
5 GAL
36" O.C.
IV
54
ILEX VOMITORIA'STOKE'S DWARF'
STOKE'S DWARF YAUPON HOLLY(MALE)
5 GAL
36" O.C.
PR
23
PRUNUS LAUROCERASUS
OTTO LUYKEN LAUREL
15 GAL
60" O.C.
'OTTO LUYKEN'
PL
12
PRUNUS LUSITANICA
PORTUGUESE LAUREL
15 GAL
48" O.C.
SJ
47
SPIRAEA JAPONICA TRACY
DOUBLE PLAY BIG BANG SPIRAEA
2 GAL
36" O.C.
f
j�
SEED/LAWN
! Y
1 ! \4
SWL
SUNMARK SEED 'NATIVE SWALE MIX' OR APPROVED EQUAL. 1 LBS PER
1000 SF
NWL
SUNMARK SEED'NORTHWEST SUPREME LAWN MIX' OR APPROVED EQUAL. 8 LBS PER
1000 SF
4 of 4