HomeMy WebLinkAboutPlan, Final APPLICANT 7/31/2013Jf
i
fir_r_�Ll�fi1v f GRADING NOTES,"
MOINTYRE CONSTRUCTION
EASEMENT OD472 WOODRI FF 1. THIS GRADING PLAN IS INTENDED TO 1NCORP0 ATE ALL REQUIRED EXCAVATIOI�IS AND
' AREA EUGENE, OR 97402 GRADING RELATING TO THE CONSTRUCTION OF THE ACCESS DRIVES, PARKING AREAS,
_
`' (541) 687 -2841 SIDEWALKS, UNDERGROUND UTILITIES, BUILDING ENVELOPES AND LANDSCAPING AREA,
i ..v. - _ -_ ___... - _ WITHIN THE PROJECT BOUNDARIES.
DESIGNATED EROSION AND --i
2. ALL CONSTRUCTION SHALL CONFORM WITH THE OREGON STANDARD P
!
SEDIMENT CONTROL MANAGER
SPECIFICATIONS FOR
MATCH EXISTING A.C. CONSTRUCTION (2002), AND THE CITY OF SPRINGFIELD CONSTRUCTION STANDARDS.
REMOVE EXISTING CURB MCINTYRE CONSTRUCTION
3. NEW PAVING SHALL BE SLOPED TO DRAIN TO THE NEW CATCH BASIN, OR THE PERIMETER
i
I� SWALE /RAIN GARDEN.
" 440.6 ' ° ITS ING
GA
4I`S S 4. THE MAXIMUM CROSS SLOPE FOR ANY SIDEWALK SHALL BE 2%.
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NOTE: EL. ,p
TOTAL TOTAL SITE - 40,0 S.F.
PHONE & CABLE ARE ADJACENT TO � THE AUA °� 6 S DISTURBED AREA - 309000 S.F.
SITE; THE LOCATION WILL BE COORDINATED °- g (MAPPED AS SALEM SILT LOAM) 5. THE BENCHMARK USED FOR THIS PROJECT IS AS NOTED ABOVE.
WITH THE PROVIDER. 1 C P. POE WHEEL STOPS
i No. 89049 � 6. WHEEL STOPS (FOUR TOTAL) TO BE PLACED AS SHOWN;
NEW PAVING TO WHERE THE CURBING IS NOT AT A FULL 6" HEIGHT
`°"`- • 441.4 442 3 r _ _ _ _ _ _ _ _ _ _ _ _ _ ,,� --�- SHED TO INFILTRATION STRIP
I TEL VA LT � / MAUL ROUTE
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��� - 439.8 Q STREET; TO 1-105 TO DELTA HIGHWAY; & NORTH TO SUPPLIER.
! -- --f5 -g •: 442.1 N $9 °5!'46` W 217,00' EROSION CONTROL,,
5�5 �'� co 77- - � CONSTRUCTION SCHEDULE
Q 1. PROVIDE INLET PROTECTION AT ALL INLETS AS SHOWN.
EXCAVATION /GRADING ............ JULY 20 -27
Pl 0)l a, ...:.� '.:.:..` '.:... BUILDING CONSTRUCTION ....... AUGUST I- SEPTEMBER 20
` • o : : = :::�:: :=• :: :=:: �•::: UTILITIES /PAVING ................... AUGUST I- SEPTEMBER 14 2. PROVIDE CONCRETE WASHOUT AREA, LOCATED AS SHOWN.
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• - .. ... • . ••.: -:: ':: •:: L A NDSC A PING .......................... SEPTEMBER 7 -
OCTOBER 7
i Q °`�.-:- V �� CONSTRUCTION SITE MANAGEMENT SWALE/INFILTRATION SWALE
SCALE 1" - 20'
0 10 20 40
442.70 := NOTE: 1 ��
` 1. PROVIDE CONCRETE WASHOUT FACILITY AS NOTED. 1. PLANTINGS AS PER LANDSCAPE PLAN CALCULATED PROPERTY CORNER
Q NEW METER & :•`.• 43.2 .:•.�:'.:�;� :�:',:•:• :••.:• ' -.•.� -'• FOUNDATION DRAINS,IF INSTALLED,
WTR SERVICE ARE TO TO DRAIN TO THE SWALE `��j 2. INCLUDE INLET PROTECTION ON LAURA STREET
CATCH BASIN ND ARE TO INCLUDE CHECK AT J\ AS SHOWN.. . , ,
E OUTFALL OR PRIOR TO THE - 2. TYPICAL SIDE SLOPES AT 3.1, MAXIMUM SIDE SLOPES AT 2 :1
INLET SHED �' �::�'• C NECTION TO THE ROOF DRAIN NE Q�
RIM - 441.1 _._____ \ 3. DESIGNATED CONSTRUCTION DEBRIS STORAGE AND STOCKPILE AREA IS LINE NOT DRAWN TO SCALE
! P�2,' WITHIN THE FUTURE PARKING AREA (AS NOTED) 3. THE PRELIMINARY ASSESSMENT IS THAT THE SWALE SOILS WILL NOT
S? �� NEED TO BE 422.23 TG
AMENDED AT THE FINISH DEPTH BUT ON SITE INVESTIGATION WILL
e 4. INSTALL PREFABRICATED FILTER INLET PROTECTION IN NEW CATCH LL BE REQUIRED SPOT ELEVATION AT TOP OF GRATE
o STANDARD CRAWLSPACE PRIOR TO FINAL PLANTINGS.
f - ► ::': :' CONSTRUCTION BASIN IMMEDIATELY FOLLOWNG ITS INSTALLATION.
-+
FINISH 5. MULCH AND RESEED DISTURBED AREAS AS NECESSARY, INCLUDING THE
AREA OF THE SWALE. (SEE LANDSCAPE PLANS)
i FLOOR
442.4 442.70 '�
443.2 443.6 L
M
N
! _ oee PAP : TRASH
ENCLOSURE
0 77
P. POLE ' < 442.5
No. 81103 442.2 42`• (FUTURE BLDG)
fi
......... . .
FINISH
FLOOR
.. ..... . ..... .........
40.0' i 442.4 . • ... .. . ,'. `. , •. i�f;S �: ;
442.1 .. .. - . - ....
43:z .
R.O.W. -
44
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442.7
i
OUTLET _ ADJACENT
_. �..
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RAIN GARDEN -
" IM - 440.6 s /�� $ ::: :: • . • „ , z
442.7 `
441.7 1 O 442.70
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CH. S 47 043 024" E 43.07' S \.` 8♦ & ti �P
440,36 TR ,,, ,,;•,•.. RBI ,. Fgks -_
RADIUS- 72.51 AL 43.73' 434.06 FL
0- 34 033'11 "`�
8' 441.63 RIM
4. t1 1�
37.43 FL TEMPORARY
4417 CURBING
4 ,
\ ;
441.8
\
442.4 °
\ . WATER
HIGH
S ° x'F
OVERFLOW TO { V f •F'`?`f
• � 18" STORM PIPE
�R
IM - 441.1
ss
4413 '
_ 1 ; i 1 ` ,' 441.2
MAT
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r
ao ci ej
\ r`
i MATCH.. ��'' .:'• \ \ \ \.�\\
Q. EXISTING
DI
• r }xA .
T \ROFN
'k \`a
0 \. \
i '\ �.' ~ i ,ADJACENT
iv `,,� \� �`'•,, A.� _ i BUILDING
j a
f HIGH WATER ,,� _ ��,`~ � �'`•:� _\"�-c'
I OVERFLOW TO `
r
i 18' STORM PIPE \ �' �` 440.50 TG`s•.
RM - 440.5
2
`.
ONP
1
\ / '`^•.
--�' OHP
el
1
i„
•
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CURB 4$.0'CUT
VICINITY MAP
j 441.48 TR
43
411.50 TR
S 436.17 FL
422.23 TR
422.2- 3 FL\ SPOT ELEVATION AT TOP OF MANHOLE
INVERT ELEVATION
-x x CHAIN LINK FENCE
SS SANITARY SEWER (SIZE AS NOTED)
STM- STORM SEWER (SIZE AS NOTED)
W U.G. WATER MAIN (SIZE AS NOTED)
OHP OVERHEAD POWER
OS SANITARY SEWER MANHOLE
CO SANITARY SEWER CLEANOUT
t::! STORMWATER MANHOLE
O CATCH BASIN
® WATER METER
® WATER VALVE
FIRE HYDRANT
-�- POWER POLE
JUNCTION BOX
POWER POLE WITH STREET LIGHT
0 TELEPHONE MANHOLE
EXISTING CONCRETE SURFACE
EXISTING ASPHALT SURFACE
-40-7.-7-51 FINISH GRADE
NEW CONCRETE SURFACE
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• - .. ... • . ••.: -:: ':: •:: L A NDSC A PING .......................... SEPTEMBER 7 -
OCTOBER 7
i Q °`�.-:- V �� CONSTRUCTION SITE MANAGEMENT SWALE/INFILTRATION SWALE
SCALE 1" - 20'
0 10 20 40
442.70 := NOTE: 1 ��
` 1. PROVIDE CONCRETE WASHOUT FACILITY AS NOTED. 1. PLANTINGS AS PER LANDSCAPE PLAN CALCULATED PROPERTY CORNER
Q NEW METER & :•`.• 43.2 .:•.�:'.:�;� :�:',:•:• :••.:• ' -.•.� -'• FOUNDATION DRAINS,IF INSTALLED,
WTR SERVICE ARE TO TO DRAIN TO THE SWALE `��j 2. INCLUDE INLET PROTECTION ON LAURA STREET
CATCH BASIN ND ARE TO INCLUDE CHECK AT J\ AS SHOWN.. . , ,
E OUTFALL OR PRIOR TO THE - 2. TYPICAL SIDE SLOPES AT 3.1, MAXIMUM SIDE SLOPES AT 2 :1
INLET SHED �' �::�'• C NECTION TO THE ROOF DRAIN NE Q�
RIM - 441.1 _._____ \ 3. DESIGNATED CONSTRUCTION DEBRIS STORAGE AND STOCKPILE AREA IS LINE NOT DRAWN TO SCALE
! P�2,' WITHIN THE FUTURE PARKING AREA (AS NOTED) 3. THE PRELIMINARY ASSESSMENT IS THAT THE SWALE SOILS WILL NOT
S? �� NEED TO BE 422.23 TG
AMENDED AT THE FINISH DEPTH BUT ON SITE INVESTIGATION WILL
e 4. INSTALL PREFABRICATED FILTER INLET PROTECTION IN NEW CATCH LL BE REQUIRED SPOT ELEVATION AT TOP OF GRATE
o STANDARD CRAWLSPACE PRIOR TO FINAL PLANTINGS.
f - ► ::': :' CONSTRUCTION BASIN IMMEDIATELY FOLLOWNG ITS INSTALLATION.
-+
FINISH 5. MULCH AND RESEED DISTURBED AREAS AS NECESSARY, INCLUDING THE
AREA OF THE SWALE. (SEE LANDSCAPE PLANS)
i FLOOR
442.4 442.70 '�
443.2 443.6 L
M
N
! _ oee PAP : TRASH
ENCLOSURE
0 77
P. POLE ' < 442.5
No. 81103 442.2 42`• (FUTURE BLDG)
fi
......... . .
FINISH
FLOOR
.. ..... . ..... .........
40.0' i 442.4 . • ... .. . ,'. `. , •. i�f;S �: ;
442.1 .. .. - . - ....
43:z .
R.O.W. -
44
i
442.7
i
OUTLET _ ADJACENT
_. �..
I :. .: _ 3UlLD1NG M - a
RAIN GARDEN -
" IM - 440.6 s /�� $ ::: :: • . • „ , z
442.7 `
441.7 1 O 442.70
i
CH. S 47 043 024" E 43.07' S \.` 8♦ & ti �P
440,36 TR ,,, ,,;•,•.. RBI ,. Fgks -_
RADIUS- 72.51 AL 43.73' 434.06 FL
0- 34 033'11 "`�
8' 441.63 RIM
4. t1 1�
37.43 FL TEMPORARY
4417 CURBING
4 ,
\ ;
441.8
\
442.4 °
\ . WATER
HIGH
S ° x'F
OVERFLOW TO { V f •F'`?`f
• � 18" STORM PIPE
�R
IM - 441.1
ss
4413 '
_ 1 ; i 1 ` ,' 441.2
MAT
�a ��� 4• EAST ��� i8 ♦STM 1 � �. '�� \`,,� `�'
r
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\ r`
i MATCH.. ��'' .:'• \ \ \ \.�\\
Q. EXISTING
DI
• r }xA .
T \ROFN
'k \`a
0 \. \
i '\ �.' ~ i ,ADJACENT
iv `,,� \� �`'•,, A.� _ i BUILDING
j a
f HIGH WATER ,,� _ ��,`~ � �'`•:� _\"�-c'
I OVERFLOW TO `
r
i 18' STORM PIPE \ �' �` 440.50 TG`s•.
RM - 440.5
2
`.
ONP
1
\ / '`^•.
--�' OHP
el
1
i„
•
i
CURB 4$.0'CUT
VICINITY MAP
j 441.48 TR
43
411.50 TR
S 436.17 FL
422.23 TR
422.2- 3 FL\ SPOT ELEVATION AT TOP OF MANHOLE
INVERT ELEVATION
-x x CHAIN LINK FENCE
SS SANITARY SEWER (SIZE AS NOTED)
STM- STORM SEWER (SIZE AS NOTED)
W U.G. WATER MAIN (SIZE AS NOTED)
OHP OVERHEAD POWER
OS SANITARY SEWER MANHOLE
CO SANITARY SEWER CLEANOUT
t::! STORMWATER MANHOLE
O CATCH BASIN
® WATER METER
® WATER VALVE
FIRE HYDRANT
-�- POWER POLE
JUNCTION BOX
POWER POLE WITH STREET LIGHT
0 TELEPHONE MANHOLE
EXISTING CONCRETE SURFACE
EXISTING ASPHALT SURFACE
-40-7.-7-51 FINISH GRADE
NEW CONCRETE SURFACE
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PROJECT NO.
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CHECKED BY:
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SHEET.e� TITLE .�.�.
=441 ;a
SHEET.e� TITLE .�.�.
=441 ;a
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# RASHES NIENTAND
iAXA110N ONLY
N.E.1 /4 SEC. 27 T.17S. R.3W. 4tV.N4,,. 1 1032710
Lane C00' SPRINGFIELD
+
.-,E'd eli- {---- .—» -• t ,� jI 4. t
.CSi_C hiAa Pa :•'. t 1 _......._.
17,132721
P {
5f?7+ rL•L�G t a > , tti 4 SEc :AF
} 2F0 1 -2116
22 1
ILA
Im I U 6 27(30-2!0',
UU
I Uj 01 U
313010 3:30
t � 1 -00 t1 r 00 -3800
( .. _.. --T- J � s
j 29a1, �attc� x z U
-1200 vc� -5SU
o �a }{ 1 arOC•7i;OC
t =' 11 , 1200
z 21 la 5EE titAi' u ' 231n k
4
'12t .4 1
MAP
!!� t 327E3 j€ F 21 !
°03262
00
.
r _
r
5Et_ MAAP 2+500
r � R
770 7,
7 2 �
��z,
400 r � �� i t - f7t t
ELLX
I I Af,
A^
67%) 8190
�.
A,;
-200 t
JP
AC
d.3
n -
,
3
4 0 „
r''''� BUILDING SITE LOCATION
COR C
c3c JACOB HAI S t'E AD � A
>l�
t,t�zC, 4 3
vEF 4AP SEE MAP
7C2 s ?:31 1; ..,..274s-
f ( SEE MAP
' SEE(v1A. 7iflEt32
__j
I 1 f 13 2 74 1' } z
tt {L
. _ -----1 ._._.._ [ I
� s
SPRINGFIELD
17032710
VAN ACCESSIBLE PARKING SPACE TYP
SCALE: N.T.S.
NOTES:
• UNDEVELOPED LAND SHALL BE MAINTAINED FREE OF TRASH AND STORED MATERIALS PER LOCAL CODE
• TRASH TO BE STORED IN CANS INSIDE THE BUILDING. CANS WILL BE BROUGHT OUT ON TRASH DAY FOR COLLECTIO ,
THEN RETURNED TO THE INTERIOR OF THE BUILDING.
SITE PLAN
1 " =20'
L
f
R
MUTCD R7 -8 SIGN:
INSTALL SIGN
7' ABOVE GRADE
FROM BOTTOM
OF SIGN
9'-0" 8' -0" MIN.
” PAINTED
FRIPES
.� 3.
F7 aE
zt
f°
L {
d
,.-I
Ell*
a
041-
2' —Q" (TYP)
4
USE REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE
ZONE DESCRIPTION INTENDED USE
LMI & CC MIXED USE DENTAL OFFICE
C1.0
SITE TABULATION
A1.1
le 0 r-d
BUILDING'AREA / RATIO (INCLUDES COVERED AREAS)
2nd FLOOR PLAN
IMPERVIOUS AREA
40 =098
6,718 / 16.8%
ELEVATIONS
23,372
PARKING REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE 4.6 -125
USE TYPE
BUILDING AREA
DEG (TYP)
VAN ACCESSIBLE PARKING SPACE (TYP
SCALE: N.T.S.
LOT BREAKDOWN
SHEET
USE REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE
ZONE DESCRIPTION INTENDED USE
LMI & CC MIXED USE DENTAL OFFICE
C1.0
SITE TABULATION
A1.1
SITE
BUILDING'AREA / RATIO (INCLUDES COVERED AREAS)
2nd FLOOR PLAN
IMPERVIOUS AREA
40 =098
6,718 / 16.8%
ELEVATIONS
23,372
PARKING REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE 4.6 -125
USE TYPE
BUILDING AREA
MIN. REQ.
CONSTRUCTION SECTIONS
CALCULATION
OFFICE
3,965
1/300
S1.2 I
l—
3,965/300 = 13.22
2,308/300 = 7,7
OFFICE
2,308
1/300
ADA PARKING REQUIREMENTS - PER ORS447.233(2)(a)
TOTAL ACCESSIBLE SPACES REQUIRED
SPACES REQ. (BASED ON TOTAL SPACES REQUIRED)
VAN ACCESSIBLE
REQUIRED
22
1 TO 25 SPACES = 1
(1) REQUIRED PHASE 1
(1) REQUIRED PHASE 2
Adam Digitally signed by Adam Clough
ON: ClugeDmataecil: Clough, .=US,
(� j(�j o= Pioneer Engineering,
`•' ° ` 07 00'2013.06.26 r1@2,"h3:04 -.com
IMPERVIOUS AREA / RATIO
23,372 / 41.7%
SPACES PROVIDED
(31) TOTAL SPACES
(17) SPACES PHASE 1
(14) SPACES PHASE 2
VAN ACCESSIBLE
PROVIDED
(2) TOTAL PROVIDED
(1) VAN ACCESSIBLE PHASE 1
(1) VAN ACCESSIBLE PHASE 2
SHEET INDEX
SHEET
CONTENT
C1.0
SITE PLAN
A1.1
1s# FLOOR PLAN
A1.2
2nd FLOOR PLAN
A1.3
REFLECTIVE CEILING PLAN
A2.1
ELEVATIONS
A2.2
ELEVATIONS
1
A3.1
CONSTRUCTION SECTION
A3.2
CONSTRUCTION SECTIONS
A6.1
F.L.S. PLAN
S1.1
FOUNDATION PLAN
S1.2 I
l—
FRAMING PLAN
S1.3
UPPER FRAMING PLAN
S1.4
SHEAR WALL PLANS
S5.1
STRUCTURAL DETAILS
z go
CL
LU
THESE DRAWINGS ARE THE
PROPERTY OF PIONEER
ENGINEERING LLC AND ARE
NOT TO BE USED OR
REPRODUCED IN ANY MANNER
EXCEPT WITH THE PROPER
WRITTEN PERMISSION OF
PIONEER ENGINEERING LLC.
DATE: 05/30/2013
0
I
r
i
THESE DRAWINGS ARE THE
PROPERTY OF PIONEER
ENGINEERING LLC AND ARE
NOT TO BE USED OR
REPRODUCED IN ANY MANNER
EXCEPT WITH THE PROPER
WRITTEN PERMISSION OF
PIONEER ENGINEERING LLC.
DATE: 05/30/2013
0
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E
STAMBAUGH BUILDING
TAX 140T 17-03-27-10/ 3900
F<
.I
. �. MA CH EXISTING A.C. _
IN- CURB °CURB-
��E_. EX1S� 1,
S
f
ELF- A TIONS BAS )ED ON �..1111TY �.rii SP II�G =._�_L� =�.I���.�..�MA K DE -, "0'B ...D Aq
LET A T € HL WDF�01I ,,!_I,. OF T I sE R A D 1 U S A T T-H SW 00Rr OF L AU RA ST. AND
SHELLY T
. I ;LS €. LLE . 440.51
3. NEW PAVING SHALL BE SLOPED TO DRAIN TO TI HE NEW CATCH BASIN, OR THE PERIMETER
SWALE /RAIN GARDEN.
4. THE MAXIMUM GROSS SLOPE FOR ANY SIDEWALK SHALL BE 2%.
S. THE BENCHMARK USED FOR THIS PROJECT IS AS NOTED ABOVE.
6. THE BENCHMARK USED FOR THIS PROJECT IS THE CATCH BASIN RIM°een
STORMWiATER MANHOLE
WHEEL STOPS (FOUR TOTAL) TO BE PLACED AS SHOWN;
CATCH BASIN
C WATER METER
WHERE THE CURBING IS NOT AT A FULL 6" HEIGHT
WATER VALVE
} FIRE HYDRANT
°T�E.
14° STREET TREE
( JUNCTION BOX
EROSION CONTROL:
POWER POLE WITH STREET LIGHT
TEL.
TELEPHONE MANHOLE
0
NO
EXISTING ASPHALT SURFACE
I. PROVIDE INLET PROTECTION AT ALL INLETS AS SHOWN.
VAULT
�
PHONE &
SITE; THE
CABLE ARE
LOCATION
ADJACENT TO THE
WILL BE COORDINATED
LINE NOT DRAWN TO SCALE
422,23 TG
Z�-7
0 0
e-�
�.
WITH THE
PROVIDER.
c
A L / I L T T L
4422.23 FLT,
SPOT ELEVATION AT TOP OF MANHOLE
tN
.p�p;
INVERT ELEVATION
1. PLANTINGS AS PER LANDSCAPE PLAN
e
m
As`
C>
Y`
__x. x
CHAIN LINK FENCE
(j
No. ;1444
2. TYPICAL SIDE SLOPES AT 3:1; MAXIMUM SIDE SLOPES AT 2:I
SS..
SANITARY SEWER (SIZE AS NOTED)
w
,
TEL
VA•
LT
AMENDED AT THE FINISH DEPTH, BUT ON SITE INVESTIGATION WILL BE REQUIRED
0HP
PRIOR TO FINAL PLANTINGS.
W
U.G. WATER MAIN (SIZE AS NOTED)
OHP
OVERHEAD POWER
TRASH ENCLOSURE:
ns
SANITARY SEINER MANHOLE
a
N 89051'46` W ``°
217.00'
r
*
44LQ
442,
It
` 0)
�
... 442,4
i
$ �
'$
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a
'iii � f
:a•t ,t. `.
CATCH BASIN
SHED
:tip
INLET
RIM - 441.3
.'
`
;o
FINISH
FLOOR
442.4
Al
442.74
`
;. 443.2
°,t
f
Ln
(FUTURE BLDG) '
A.
x•
*;
FINISH
. ..... . ..... . ..
FLOOR
44,4'
�«
442.4
4421
' �`:' 3:2 ::
R.O.W.
ELF- A TIONS BAS )ED ON �..1111TY �.rii SP II�G =._�_L� =�.I���.�..�MA K DE -, "0'B ...D Aq
LET A T € HL WDF�01I ,,!_I,. OF T I sE R A D 1 U S A T T-H SW 00Rr OF L AU RA ST. AND
SHELLY T
. I ;LS €. LLE . 440.51
3. NEW PAVING SHALL BE SLOPED TO DRAIN TO TI HE NEW CATCH BASIN, OR THE PERIMETER
SWALE /RAIN GARDEN.
4. THE MAXIMUM GROSS SLOPE FOR ANY SIDEWALK SHALL BE 2%.
S. THE BENCHMARK USED FOR THIS PROJECT IS AS NOTED ABOVE.
6. THE BENCHMARK USED FOR THIS PROJECT IS THE CATCH BASIN RIM°een
STORMWiATER MANHOLE
WHEEL STOPS (FOUR TOTAL) TO BE PLACED AS SHOWN;
CATCH BASIN
C WATER METER
WHERE THE CURBING IS NOT AT A FULL 6" HEIGHT
WATER VALVE
} FIRE HYDRANT
POWER POLE
14° STREET TREE
( JUNCTION BOX
EROSION CONTROL:
POWER POLE WITH STREET LIGHT
TELEPHONE MANHOLE
0
CALCULATED PROPERTY CORNER
EXISTING ASPHALT SURFACE
I. PROVIDE INLET PROTECTION AT ALL INLETS AS SHOWN.
2. PROVIDE CONCRETE WASHOUT AREA, LOCATED AS SHOWN.
LINE NOT DRAWN TO SCALE
422,23 TG
Z�-7
0 0
e-�
�.
SPOT ELEVATION AT TOP OF GRATE
c
A L / I L T T L
4422.23 FLT,
SPOT ELEVATION AT TOP OF MANHOLE
tN
INVERT ELEVATION
1. PLANTINGS AS PER LANDSCAPE PLAN
C
m
As`
C>
00
-0
__x. x
CHAIN LINK FENCE
2. TYPICAL SIDE SLOPES AT 3:1; MAXIMUM SIDE SLOPES AT 2:I
SS..
SANITARY SEWER (SIZE AS NOTED)
w
3. THE PRELIMINARY ASSESSMENT IS THAT THE SWALE SOILS WILL NOT NEED TO BE
- ST
STORM SEWER (SIZE AS NOTED}
AMENDED AT THE FINISH DEPTH, BUT ON SITE INVESTIGATION WILL BE REQUIRED
PRIOR TO FINAL PLANTINGS.
W
U.G. WATER MAIN (SIZE AS NOTED)
OHP
OVERHEAD POWER
TRASH ENCLOSURE:
ns
SANITARY SEINER MANHOLE
II ,i�, I ,\ \ \\ 1/ \ ���:_�:`: `�'•: --~:� � I .� - -- "' 1 "Y- �i / / / / /// I. THE TRASH /RECYCLING CONTAINERS WILL REMAIN INSIDE THE BUILDING(S). .-.
Fie
{
ADJACENT
`a �"�``�,,„ _ __�__.r " ' _ _ ..` �``�,,, 7►,b`o, - � i BUILDING
HIGH WATER _ _ _ _.. _w _� `_ _ '``�`,• ��'�`° ��° _ R.__ _. _ _ ._._.
OVERFLOW TO
> 18° STORM PIPE
' RIM 440.5 444,54 TG��
ftb
b i • +u`•.... -,�,+„ O W n-w..... . • �....w.. .,.... «..�., »-rte ,.. .«.. ... ..- ... e. ,..»... ».... -..
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�` `� .... ...._._ .,...... ,....•. «...�. .0 Ate..., °� ....... .�.,_. ,
`'`�-'- . ,,.,� �`'` e;. �.,..� mm-__. _. �`�J /._�,. _ _ _ �. � _�. Y y�� ;�: •.,,'�.,�`,� .__�W �. � _ -_ _ 441.48 TR .�..µ
} 08p
> ♦ ' A ' t ' .a ' i ' A f b f, . .i ♦ 4 .✓.w�._ + .. s 'VA t A --w ♦ h ) * ` q TR
s- Y_ t 1 a t i Q ,, f h S 43fst7 L
f A Y � t > Y ,. P " i. i b C s A 1 t, s 1 t ♦ c. ^"`^— _...+a+ -.�..0
48.4'CUT --r- -�
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CO SANITARY SEWER CLEANOUT
STORMWiATER MANHOLE
CATCH BASIN
C WATER METER
WATER VALVE
} FIRE HYDRANT
POWER POLE
( JUNCTION BOX
POWER POLE WITH STREET LIGHT
TELEPHONE MANHOLE
- EXISTING CONCRETE SURFACE
EXISTING ASPHALT SURFACE
447.75 FINISH GRADE
i••,. `.: .• `.. NEW CONCRETE SURFACE
REVISIONS ;
REV, DATE(
SHEET TITLE
SHEET NO.
C
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SHEET NO.
C
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SHEET TITLE
SHEET NO.
C
1*1
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/ 60
x4._ j
"r OVE -XIS
ow
co
N 89051'46" W 217.00'
::I , .
STAMBAUGH BUILDING
TAX LOT 17-03-27--10/ 3900
�� n
NEW CONCRETE SURFACE
ADJACENT •
BUILDING
-- - -- – – – – – –
– – – – – – – – – –
--- – – – – – – – – – –
- - - - - - - - - -
- - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
Av- - - - - - - - - - -
- - - - - - - - - -
P- - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
ft, 441.48 TR
– – – – – – – 437.58 FL –
441.50 TF
4.1r17 F1
CURB 48.
I. THE TRASH ENCLOSURE WILL REMAIN INSIDE THE BUILDINGS.
BIKE PARKING
IWA
101 C4 14 10 iml 9.01 a 6010 so FRI
PAVING STRUCTURE
ISIMUNA Ulf 111ILM01011" I=- olvfmv , � Flilill
b.
C0-N1,.--'-TRUCT1-0N NOT ES
4" THICK PCC PATIO
SHED AWAY FROM BUILDING AT 2% SLOPE
MINIMUM 5' WIDE, 4" THICK SIDEWALK
CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE
AT PARKING AREA CURBING
6" EXTRUDED CURB CURBING
CL 4 3" A.C. ON 12" CRUSHED ROCK (OR 'APPROVED EQUAL).
-)
MINIMUM 5' WIDE, 6" THICK SIDEWALK
CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE
AT PARKING AREA CURBING
10 CONNECT TO 18" CONCRETE CULVERT PIPE PER
SPRINGFIELD CONSTRUCTION STANDARDS
(D 4" SCH 40 PVC STORM
I2 6" SCH 40 PVC STORM
CONST 12' x 12" TRAPPED CATCH BASIN WITH 12" SUMP;
GIBBON MANUFACTURER OR APPROVED EQUAL
CONST 12' x 12" OUTFALL BASIN WITH 12" SUMP
BELOW PIPE INVERT; GIBBON MANUFACTURER OR APPROVED EQUAL
(NO TRAP)
CONSTRUCT 4" (MINIMUM) WASTEWATER SERVICE; ASTIVI 3034, SDR 35
MINIMUM SLOPE = 2%; CONNECT TO BLDG SWR CLEANOUT (BLDG SWR BY OTHER:-))
END WITH MECHANICAL PLUG; MARK WITH 2x4.
INCLUDE TONE WIRE ON ALL UNDERGROUND UTILITY.
CONST I" WATER SERVICE LINE PER
CITY OF SPRINGFIELD STANDARDS
(41 CONSTRUCT STANDARD 3/4- WATER SERVICE METER
DCONST I" WATER SERVICE LINE PER
CITY OF SPRINGFIELD STANDARDS
DRY LINE FOR FUTURE USE.
RAMP WITH TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16)
MAX SLOPE AT 12:1
ADA ACCESSABLE ROUTE STRIPING AND SPACE DELINEATION;
INSTALL SIGN PER OSSC REQUIREMENTS
(52 TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16)
(53) INSTALL WHEEL STOPS AS SHOWN (EIGHT SPACES)
(60) REMOVE EXISTING DRIVEWAY APRON;
REPLACE WITH STANDARD 6" CURB PER SPRINGFIELD CONSTRUCTION STANDARDS
CONSTRUCT STANDARD 5' WIDE SIDEWALK; MATCH EXISTING
M7,205
C! T Y OF S)PR�1NGF1t1--LD CON'S'l-ORUCTION STANDAR�D" SHALL BE USE-D WHEiR`-- h-)F)tJC—,Ad
422.25 TG
-E
0 N T H! I S PROJI-E-CT,
z
UTILITY N01 ES
422.23 TR
422.23 FL
SPOT ELEVATION AT TOP OF MANHOLE
LAL I Oil 01 LL
A'' CONSTRUC
"T"N 1SL Al CC,,NFj`RM W"I 1 TH�- CIRE-11"'31011111 'Q1"ANDARD SPECIFIf"Al ION' FOR
—x- x—
T L F Fj I i
ON SS, TRUC -1- 1 OKI 4r2 00 iD F AND 0 THER APPI ICABLE "TANDAR FL)S,
SS—
SANITARY SEWER (SIZE AS NOTED)
STM—
v N
2, FROVIDE CILEAN011-JITS "ID"N STORIM PIPES IN ACCORD"ANCE \N I 11H PLUMBING CODE 'RJE--QUIREMENTS.
—W
U.G. WATER MAIN (SIZE AS NOTED)
EACH DOWNSPOUT IS, TO BE CONSTRUCTED WIT'd AN !INDIVIDUAL CLEANOUT.
OVERHEAD POWER
77 Q
3. CONTRACTOR TO Vf I CK LI
-RiFv LOCATION DEPTH OF EXISTING SERVICES PRIOR -11,0 L",10NISTRUCTION.
CO
SANITARY SEWER CLEANOUT
(STORM, WATFR, FIRE LINE, WASTER WATER, AND GAS)
SCALE 1" R 20'
PQ
CATCH BASIN
4. ELEVATIONS BASED ON CITY OF SPRINGFIELD BENCHMARK DESCRIBED AS
WATER METER
LET AT THE MIDPOINT OF I I I
HE RADIUS A ` THE SW COR. OF' LAURA ST. AND
0 10 20 40
SHELLY ST. INTERSECTION, ELEV. 440.51
FIRE HYDRANT
CONSTRUCTION SITE MANAGEMENT
POWER POLE
I. PROVIDE CONCRETE WASHOUT FACILITY AS NOTED.
JUNCTION BOX
Legen
POWER POLE WITH STREET LIGHT
(D
14' STREET TREE
2. PROVIDE INLET PROTECTION AS NOTED.
b%
CALCULATED PROPERTY CORNER
TRASH ENCLOSURE
NEW CONCRETE SURFACE
ADJACENT •
BUILDING
-- - -- – – – – – –
– – – – – – – – – –
--- – – – – – – – – – –
- - - - - - - - - -
- - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
Av- - - - - - - - - - -
- - - - - - - - - -
P- - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
ft, 441.48 TR
– – – – – – – 437.58 FL –
441.50 TF
4.1r17 F1
CURB 48.
I. THE TRASH ENCLOSURE WILL REMAIN INSIDE THE BUILDINGS.
BIKE PARKING
IWA
101 C4 14 10 iml 9.01 a 6010 so FRI
PAVING STRUCTURE
ISIMUNA Ulf 111ILM01011" I=- olvfmv , � Flilill
b.
C0-N1,.--'-TRUCT1-0N NOT ES
4" THICK PCC PATIO
SHED AWAY FROM BUILDING AT 2% SLOPE
MINIMUM 5' WIDE, 4" THICK SIDEWALK
CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE
AT PARKING AREA CURBING
6" EXTRUDED CURB CURBING
CL 4 3" A.C. ON 12" CRUSHED ROCK (OR 'APPROVED EQUAL).
-)
MINIMUM 5' WIDE, 6" THICK SIDEWALK
CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE
AT PARKING AREA CURBING
10 CONNECT TO 18" CONCRETE CULVERT PIPE PER
SPRINGFIELD CONSTRUCTION STANDARDS
(D 4" SCH 40 PVC STORM
I2 6" SCH 40 PVC STORM
CONST 12' x 12" TRAPPED CATCH BASIN WITH 12" SUMP;
GIBBON MANUFACTURER OR APPROVED EQUAL
CONST 12' x 12" OUTFALL BASIN WITH 12" SUMP
BELOW PIPE INVERT; GIBBON MANUFACTURER OR APPROVED EQUAL
(NO TRAP)
CONSTRUCT 4" (MINIMUM) WASTEWATER SERVICE; ASTIVI 3034, SDR 35
MINIMUM SLOPE = 2%; CONNECT TO BLDG SWR CLEANOUT (BLDG SWR BY OTHER:-))
END WITH MECHANICAL PLUG; MARK WITH 2x4.
INCLUDE TONE WIRE ON ALL UNDERGROUND UTILITY.
CONST I" WATER SERVICE LINE PER
CITY OF SPRINGFIELD STANDARDS
(41 CONSTRUCT STANDARD 3/4- WATER SERVICE METER
DCONST I" WATER SERVICE LINE PER
CITY OF SPRINGFIELD STANDARDS
DRY LINE FOR FUTURE USE.
RAMP WITH TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16)
MAX SLOPE AT 12:1
ADA ACCESSABLE ROUTE STRIPING AND SPACE DELINEATION;
INSTALL SIGN PER OSSC REQUIREMENTS
(52 TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16)
(53) INSTALL WHEEL STOPS AS SHOWN (EIGHT SPACES)
(60) REMOVE EXISTING DRIVEWAY APRON;
REPLACE WITH STANDARD 6" CURB PER SPRINGFIELD CONSTRUCTION STANDARDS
CONSTRUCT STANDARD 5' WIDE SIDEWALK; MATCH EXISTING
M7,205
LINE NOT DRAWN TO SCALE
422.25 TG
z
SPOT ELEVATION AT TOP OF GRATE
422.23 TR
422.23 FL
SPOT ELEVATION AT TOP OF MANHOLE
INVERT ELEVATION
—x- x—
CHAIN LINK FENCE
SS—
SANITARY SEWER (SIZE AS NOTED)
STM—
STORM SEWER (SIZE AS NOTED)
—W
U.G. WATER MAIN (SIZE AS NOTED)
OHP
OVERHEAD POWER
77 Q
SANITARY SEWER MANHOLE
CO
SANITARY SEWER CLEANOUT
STORMWATER MANHOLE
PQ
CATCH BASIN
WATER METER
WATER VALVE
04
FIRE HYDRANT
POWER POLE
JUNCTION BOX
POWER POLE WITH STREET LIGHT
(D
TELEPHONE MANHOLE
b%
EXISTING CONCRETE SURFACE
U�
Z
b
EXISTING ASPHALT SURFACE
NEW CONCRETE SURFACE
ADJACENT •
BUILDING
-- - -- – – – – – –
– – – – – – – – – –
--- – – – – – – – – – –
- - - - - - - - - -
- - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
- - - - - - - - - - -
Av- - - - - - - - - - -
- - - - - - - - - -
P- - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
ft, 441.48 TR
– – – – – – – 437.58 FL –
441.50 TF
4.1r17 F1
CURB 48.
I. THE TRASH ENCLOSURE WILL REMAIN INSIDE THE BUILDINGS.
BIKE PARKING
IWA
101 C4 14 10 iml 9.01 a 6010 so FRI
PAVING STRUCTURE
ISIMUNA Ulf 111ILM01011" I=- olvfmv , � Flilill
b.
C0-N1,.--'-TRUCT1-0N NOT ES
4" THICK PCC PATIO
SHED AWAY FROM BUILDING AT 2% SLOPE
MINIMUM 5' WIDE, 4" THICK SIDEWALK
CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE
AT PARKING AREA CURBING
6" EXTRUDED CURB CURBING
CL 4 3" A.C. ON 12" CRUSHED ROCK (OR 'APPROVED EQUAL).
-)
MINIMUM 5' WIDE, 6" THICK SIDEWALK
CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE
AT PARKING AREA CURBING
10 CONNECT TO 18" CONCRETE CULVERT PIPE PER
SPRINGFIELD CONSTRUCTION STANDARDS
(D 4" SCH 40 PVC STORM
I2 6" SCH 40 PVC STORM
CONST 12' x 12" TRAPPED CATCH BASIN WITH 12" SUMP;
GIBBON MANUFACTURER OR APPROVED EQUAL
CONST 12' x 12" OUTFALL BASIN WITH 12" SUMP
BELOW PIPE INVERT; GIBBON MANUFACTURER OR APPROVED EQUAL
(NO TRAP)
CONSTRUCT 4" (MINIMUM) WASTEWATER SERVICE; ASTIVI 3034, SDR 35
MINIMUM SLOPE = 2%; CONNECT TO BLDG SWR CLEANOUT (BLDG SWR BY OTHER:-))
END WITH MECHANICAL PLUG; MARK WITH 2x4.
INCLUDE TONE WIRE ON ALL UNDERGROUND UTILITY.
CONST I" WATER SERVICE LINE PER
CITY OF SPRINGFIELD STANDARDS
(41 CONSTRUCT STANDARD 3/4- WATER SERVICE METER
DCONST I" WATER SERVICE LINE PER
CITY OF SPRINGFIELD STANDARDS
DRY LINE FOR FUTURE USE.
RAMP WITH TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16)
MAX SLOPE AT 12:1
ADA ACCESSABLE ROUTE STRIPING AND SPACE DELINEATION;
INSTALL SIGN PER OSSC REQUIREMENTS
(52 TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16)
(53) INSTALL WHEEL STOPS AS SHOWN (EIGHT SPACES)
(60) REMOVE EXISTING DRIVEWAY APRON;
REPLACE WITH STANDARD 6" CURB PER SPRINGFIELD CONSTRUCTION STANDARDS
CONSTRUCT STANDARD 5' WIDE SIDEWALK; MATCH EXISTING
M7,205
I
F.,%ProjoctslGX014264-UTII-ITY.gxd - 0612612013 -- 10.13 AM -- Scale 1. 240 000000
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0
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F.,%ProjoctslGX014264-UTII-ITY.gxd - 0612612013 -- 10.13 AM -- Scale 1. 240 000000
............................. --------------------- ............................................ .............................................................. ................................................................. ............... — ............................................................ ------------- ......... ................................. ....................................... ........................................... ....................................... ................ ............. ................. ......................................... I ....... ........................................ .........................................................
EXISTING STREET Tf
TO REMAIN - TYP.
00_11-�,Im
POSSIE
WALK/F
CUT-TF
TRAFFI
AU
_24
5tmuberrq 1-ree
irratc,
A_t-A�444 3 0,-,,HEDULE
ami
5!1 microehylla '.Japonica'
Japaneee Boxul--od
KEY QTY -130 1 ANICAi NAME
_'G M M N N A N1 E
M I N F31 ZL--- CO M N1 E N";" S
matching, full
Corn-15 5erlop_a 'Keleeyi,
:warf Redtwiq Z7ogwooe,
5 rai.
TR�'PS
1 gal.
1.E,
Eluoryniu5 a.lata 'Comparta'
Gompact Burning 0!" lht
55 00
Red X; � f--r
H5!:)
- - - -----------
1 t
RoSe 0� 51m-on
L ht.
matchin g, fuli
LP
LF 2 arf r;lr. y s junqinqqr,
'AL;ir-aaeaf0ila'
1 LOn'kLere oileata
A.,,iWmn Fijrple
12"
Fuil, 'D-�E3
Fr PxinU5 CXi4C,01-PP,
Ac--h
I \Miatdiiilo, fuli, F,-aB
15 -fax 00tim
15 L131.
5 dal.
Fold
NADL
lull
1,
Nandina dornestica 'Lemon Hilt
I Lemon Hdi Nandina
Little 1-Pa; Liri,Ier!
C a:.
_itchinq, u t..
125
05manthu5 x burkwoodii -i
url,,-wood 05manthu5
5 gai.
Lchin,,7, firib Lq�L
H R U 8 S
131
Frunu5 iaurocerasu5 'Otto Luuken'
Otto Lu f,-en English Laurel
AU
_24
5tmuberrq 1-ree
irratc,
ing, full
ami
5!1 microehylla '.Japonica'
Japaneee Boxul--od
13 gal.
matching, fuli
f <
matching, full
Corn-15 5erlop_a 'Keleeyi,
:warf Redtwiq Z7ogwooe,
5 rai.
mate hincl, full
1 gal.
1.E,
Eluoryniu5 a.lata 'Comparta'
Gompact Burning 0!" lht
55 00
full
H5!:)
matching, full
Hlbi5r_U5 iyriacus "Plana,
RoSe 0� 51m-on
L ht.
matchin g, fuli
LP
152
1 LOn'kLere oileata
Privet Hone -vuckie
Rudbeckla fulgida
rna,rhirg, full
MAA
NAD
33
110
Mallonia auquifolium
Nandina domestica '11-loger'5 Re&'
Oregon Grape --
Heaveni� Bamboo
15 L131.
5 dal.
Imatching, ful
full
matching, full, staked
NADL
i 25
1,
Nandina dornestica 'Lemon Hilt
I Lemon Hdi Nandina
1 2- gal.
matching, full
05
125
05manthu5 x burkwoodii -i
url,,-wood 05manthu5
5 gai.
PLO
131
Frunu5 iaurocerasu5 'Otto Luuken'
Otto Lu f,-en English Laurel
5 oial. _1
rnatc hing. full
5FD
18
5piraea a'ou lasii
jW-_5terr. Fpiraea
5-41 ht.
rnatcn.ing, full
VID,
42
Vii-nurnurr. davidli
David Viburnum
5 gal.
matchir full
VIT
12
Viburnum tinu5 'Spring Bouquet'
SPI Bouquet Viburnum
matching, full
VIP
15
1Viburnum plir-atum tometito5um. I
Double File Viburnum.
5' ht.
ling, fuil
AU
_24
iArrtoetaphylo5 uva-ur5i
Kinnikinnick,
1 031.
matching, full
GAO
O.C.
I Garex obnupta
slough 5ed e
1 gal.
matching, full
FE&L
12" a.r-.
Fe5tuca glauca
Blue Fescue
1 gal.
rriatchinj, full,
HE50
15
Henricracalli5 'Stella D' Oro'
Stella D' Oro Daylily
1 gal.
matching, full
PEA
42
Penniseturn alopecuroide5
Fountain Gra55
1 gal.
rnatchinQ fu11
IRF
15" o.r-.
Rudbeckla fulgida
511
1 gal.-I
matching, full
RIN i[III I I
I A IN 111111 0
A. 501L PREPARATION
LAWN AREAS
1. FINISHED ELEVATION OF SUS-BA5E TO BE 5" MINIMUM BELOW FINISHED GRADE.
2. TILL 5UB6RADE THOROUGHLY TO A DEPTH OF b" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.
5. PLACE 5" MINIMUM OF SANDY LOAM OVER TILLED 5U56RADE. ADD 15-5-10-10 FERTILIZER 70 TOPSOIL AT A
RATE OF 20 LB5. PER 1000 5F. ROTO-TILL AMENDMENTS AND TOP501L TO A DEPTH OF ,5 -10" MINIMUM.
NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, CRUMBLY COMPOSITION
AND 15 NOT COMPACTEI;t, 506-BA5E AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO
PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL CHARACTERISTICS ARE
UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE.
PLANT BEDS
1. FINISHED ELEVATION OF SUB -BA5E TO BE lb" MINIMUM BELOW FINISHED 6RADE.
2. TILL SUBORAL_)E THOROUGHLY TO A DEPTH OF 5" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.
3. PLACE 15" MINIMUM OF TOPSOIL OVER TILLED SUI56RADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10
FERTILIZER TO TOPSOIL AT THE RATE OF 20 LB5. PER 1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A
DEPTH OF 5" MINIMUM.
4. PROVIDE 5" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS.
5. PROVIDED "SPADED EDGE" TO SEPARATE LA^N5 AND PLANT BEDS.
RAIN 6ARDEN5
1. SEE ENGINEER'S DRAkNIN65 FOR SOIL MATERIAL AND DEPTH,
2. TILL 51,66RADE THOROUGHLY TO A DEPTH OF 5" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.
5. PLACE SPECIFIED DEPTH OF TOPSOIL OVER TILLED
4. ADD 2" OF ORGANIC, MATERIAL AND 15-5-10-10 FERT)I-)ZER TO TOPSOIL AT THE RATE OF 20 L55. PER 1000
5F. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF b" MINIMUM OR DEPTH OF SOIL, WHICHEVER 15
LESS.
5. PROVIDE 1" DEPTH OF 3/5" ROUND NO. 4 PEA GRAVEL MULCH OVER ALL SINALE5. MULCH TO BE FREE FROM
FINES OR OTHER DELETERIOUS SUBSTANCES.
*PEA GRAVEL MULCH PREVENTS EROSION THROUGH ESTABLISHMENT OF PLANT MATERIAL.
B. PLANT MATERIAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED.
2. PLANT SUE35TITUTIONS TO BE APFRO\/Fr,; BY LANDSCAPE ARCHITECT.
5. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
G. SEEDING
1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER.
2. GONTRACTOR RE(5PONc 1eLE FOR MAINTAINING SEEDED AR. -...A A THROUGH F_5TA13LI5HMENT.
3. RE-SEED ANY ^f;ZF-A!5 A57 FULL HEALTHY TURF.
P. TREE PROTECTION
1. PROTECT ROOT ZONE OF EX!571N TREES TO REMA!N.
2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.
3. PROVIDE PROTECTIVE FENCING AT EP6F OF CRITICAL ROOT ZONE OF EXISTING TREES, TO REMAIN.
PLANTING LEGEND
0 EXISTING DECIDUOUS TREE
0 SHADE TREES
. 0 ORNAMF-NTAL TRF-F-5
C.ONIFER01,15 TREF-5,
SHRUBS
SEASONAL COLOR
GENERAL NOTES
Wga` N2100
ALJ
CA11
PEA
FELL
1. PLANTIN65 A5 DF-516NF-D ARE INTENDED TO MEET 5PECIFIC REaUIREMENT5, NO 5UB5TITUTION5
OR 51ZE CHAN&E5 PERMITTED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.
2. NOTIFY LANP5r_.APE ARCHITECT 48 HOURS PRIOR TO THE FOLLOWING
IN51I`ION5 - 5EE 5FECIFICATION5:
- PLANT BED AND LAWN 5UB BA5E / EXCAVATION
- FINISHED 6R,40IN6 AT LAWNS AND PLANT BED5
- PLANT MATERIAL ON-SITE IN5PECTION
- PLANT MATERIAL LAYOUT REVIEW
5. 5EE CIVIL GRADING PLAN FOR 5TORMkNATER FACILITY PF-516N INFORMATION.
4. PLANTINGS AT V15ION CLEAR ZONE ARE NOT TO EXCEED 50" HE16HT. TREE5 ARE TO BE
LIMBED UP TO 8' HEIGHT.
5. 5EE 5PECIFIGATION5 FOR ADDITIONAL PLANTING, IRRIGATION AND SOIL PREPARATION
REaUIREMENT5.
6. PLANT L15T aUANTITIE5 ARE FOR CONTRACTOR CONVENIENCE ONLY. VERIFY ACTUAL
aUANTITIE5 ON PLAN.
-7. 5EE 5HEET L1.2 FOR LANP5('-',AFE DETAILS.
0
LAIN U!"
0 4 8 16 32 64
SCALE: 11116" = V-010
Rass
y
L A N D S4 C k P" 'Em
ARCHITECTS
P 541.68'13.5803
F 541.6813.8183
Date: 9 May 2013
[Drawn By: RR
I
I Checked By: DJD
Subhiission:
SITE REVIEW
Revisions
130 May 2013
1 � 126 June 2013
�
IAI
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Date: 9 May 2013
[Drawn By: RR
I
I Checked By: DJD
Subhiission:
SITE REVIEW
Revisions
130 May 2013
1 � 126 June 2013
�
IAI