HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/1/2012F. tT:U..NN.0 ,- ` if ,, : / / , -LE
,ri rte,; ',r
EXISTING BLOCK RETAINING WALL (HEIGHT VARIES)
4,50. EXISTING CONTOUR
--• x EXISTING FENCE
FEMA
1 1 142 1 LI ON ; 2-" -MAD E 2'z$ors ~3" P E
/,• f1f// /I / /I / /f / / / //f / //JIJ 1 j 1 r
AIC DRIVE
1AZ 0
No op /0' ANK
112„ DEC UoUS
/,, /; ,, /, // f / /f» 1tlli11f111 jl "}Ply } JJ ```• 111
2„ DECIDUOi 1
/ • '` /' ./ / / , / / f / / ' i i 1 i } l 1 i i u i• • / // EXISTING STORMWATER BASIN
IV / / / / , / / , ».» . i 1 1 t 1 l 1 1 1 / GRATE = 515.78' 1
N91 I
/ f / J , f / l ``.^- / / r" " »» , »» ,,, w ! • j 2 DECIDU S
/ / f / / t / •..,.
// J 1 .»_._ ... ..... —...
D / / / ! .. ./ .° •• / I J D CID(/9us 1 1 2"
„ CIDUOL 11
, , t, ,, » •.• .,, / J / j / / / / j / / / / / .. _ / I /I f111 1 f } 1 f 1 1 ~ 111 1
!/ / / / /// / !1 11 } } 1} } 1. • . 1
f `l ... _-` ,, ` / / / / ! ! / / / / .I ' / / J f ~ a EXISTING SID9WALK •~ 111 f
V C. NNY MAP' I- / /1f 4=- ftPINE
NOT TO SCALE CED1A 1 I 1 e
50.0' 2 t'0
N
/ Z ,
THE SITE IS SITUATED IN ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1141 F, DATED / / , / / / / l 1 / / / / . . f / , , / / I v 1
JUNE 2, 1999. / I // /`f I } 1 i 4 ,
5.5
SOIL TYPES
SOIL TYPES
f / / / J / / / / / // / / / / / • "" _ 1 Q/ EXISTING BUILDING
11C BELLP/NE SILTY CLAY LOAM 3 -127' SLOPES // / / / / / ! / / / / / / / j «— `.." j oo
If 11 D BELLPINE SILTY CLAY LOAM 12 -207' SLOPES. / / ! ! / / / - ! / / / ~ ~ , I 1 1 TO REMAIN
/, / / '` / / • / J \ 4 200 SF
jf 43C DIXONVILLE PHILOMATH— HALELAIR COMPLEX 3 -1290 SLOPES. / f / / / / / / / ! / / ' 11 l ! / f ., / / / ° FLOOR EL. = 516.
. PROT
/ // / // r / / /!f / /// 1/ !/ /!J /
2V- D FIR /tv- .
SITE 7- / ! / ! / / % / / / / / / 11 j / / ,/ , , ..--' ... ., w
E IS LOCATED WITHIN THE ZONE OF CONCENTRATION (99 YR TO=). / / ! / / / / / / / f / /! 1 °•
l 1
y II i, 24 MAPLE 1 l WALK =516 ' 37
" 1. 1 2 5 CEDAR
/2
f,. -- r.•.'.% ,- DOCK= 516.22
50.0
lv C -51271
AC= 512.92; J„
b ll v AC =512.92 \
Sm
1 201\4 TO PROPERTY
RETAINING WALL .
B0UiyD4RY Esc......._... -.r __............»... _w ~ ......._... ' \
EXISA G STORMWATER,, GA TCHBAStN, 11 1
GRAY 511.69' i 114
STM
GRAVEL PAR NG
, r ff / // /// ' . I 114 „D
X
A/C PARKING
// / f / /f i 1 ) o 11
ALL SITE STORM DRAIN PIPES
.! ' •.. , l 1 ARE 6*"* DIAMETER.
1244 /' iii ' / / / J ,. \ Q ` \ ~ , . -- • .....»»
t
pO ..w .,w • RETAINING WALL
/ / 1 r j / EXISTING'TOP OF BANK
,` , / / / / i \ \ / DNgRE7'E.'PAD.: ' ONCR E
/ / p I °'°PAD
vq 7
:1. _ *i p 11 .v . E TING STORMWATER CATCHBASIN
f / /' 1 • •••••- •••.•:.K,,, . .•.° • • ' 'p TE-- 507.14'
PA R CR. 1 1,/ i \ 1 ., BACKFLOW DEVICE
1 1 1 I r / / / .PP 1 993 - --P034 0 • `» »
12) ' / J f j ' .w - > C` F
! 1 % 'I I 'ETAIN1NG WALL TING TOMEXISTING STORMWATk? MANHOLE EX WATER MANHOLE
„
-2 . FL IN (S) L. =4 .42 L i , 12r FL l 496 79
/,E=, / / / / 1 l FL OUT N EL. =4 37' ` ` 'u, 12 FL 0 T (N) EL4=499.69'
/ / _ ), _ RIM EL. = 06.14' BURY 1.0'
RIM %E . —488.57 14 WIDE ( )
c a 1 , c 17 OAK 8" OAK , .
i PUS .6Z f ,4Z L 4Z • s <; PUS
IL. \ 14 OAK IL
N00 '10'38 "E 443.28'
N
11
1 f
f 1
1 }
1 1
I 1
• 1 1
11 30' WIDE EWEB EASEMENT
EASEMENT R.R. NO. 99247
ALSO:
--- 30 WIDE ACCESS EASEMENT
R.R. NO, 9302537
l
1
.CID OUS
11
1
U U
1
11
r
1 i
> U 11 d W i
Ak
w
1 LOCATION OF JOINT UTILITY TENCH. CONTAINS ELECTRIC,
4" WATER, 8" WASTEWATER. VERIFY LOCATION BEFORE DIGGING.
LOCATION OF EXISTING EWEB 24" DI
WATER MAIN BASED UPON EWEB MAPS.
I VERIFY LOCATION BEFORE DIGGING.
.PARCEL 2
LPP# 1993—PO340
t
11
1 TEMPORARY VEHICLE TURNAROUND EASEMENT
:r —•-”" -51 0000 /
EXISTING WASTEWATER MANHOLE
\ Lo 1 1 8 f; FL IN (5— TOP) EL. =504.03'
8 FL IN (S —DROP) EL. — ,501.28 ,
A/ DRIVE 8„ FL IN (NE) EL, =501.13'
/ RIM EL. =507.55Y
EXISTING GATE
r
6 " I
1
'• %Ij
RETAINING WALL 2 -9" OAK 16 "\
ASSESSOR MAP _18 -03 -03 12, TAX LOT
f
' t.L r'
j I L
TPREIZ-000(6
P-1 blwdv f4t at4o eeCD
l o-F 1 Pdf6
BOUNDARY LINE
--
-- EASEMENT LINE
PPP,
EXISTING POWER POLE
EXISTING WATER METER
~
EXISTING FIRE HYDRANT
EXISTING WASTEWATER MANHOLE
C
EXISTING WASTEWATER CLEANOUT
TT
EXISTING STORM MANHOLE
mill
EXISTING CATCH BASIN
0
EXISTING GAS METER
~ -- - 8" ww
EXISTING WASTEWATER
- »--° ST M --~~
EXISTING STORMWATER
- ~ • GAS
EXISTING GAS LINE
w
EXISTING WATER LINE
-- --- ~~~ - ovi
EXISTING OVERHEAD POWER %COMMUNICATION LINE
. —
EXISTING CURB
EXISTING BLOCK RETAINING WALL (HEIGHT VARIES)
4,50. EXISTING CONTOUR
--• x EXISTING FENCE
FEMA
1 1 142 1 LI ON ; 2-" -MAD E 2'z$ors ~3" P E
/,• f1f// /I / /I / /f / / / //f / //JIJ 1 j 1 r
AIC DRIVE
1AZ 0
No op /0' ANK
112„ DEC UoUS
/,, /; ,, /, // f / /f» 1tlli11f111 jl "}Ply } JJ ```• 111
2„ DECIDUOi 1
/ • '` /' ./ / / , / / f / / ' i i 1 i } l 1 i i u i• • / // EXISTING STORMWATER BASIN
IV / / / / , / / , ».» . i 1 1 t 1 l 1 1 1 / GRATE = 515.78' 1
N91 I
/ f / J , f / l ``.^- / / r" " »» , »» ,,, w ! • j 2 DECIDU S
/ / f / / t / •..,.
// J 1 .»_._ ... ..... —...
D / / / ! .. ./ .° •• / I J D CID(/9us 1 1 2"
„ CIDUOL 11
, , t, ,, » •.• .,, / J / j / / / / j / / / / / .. _ / I /I f111 1 f } 1 f 1 1 ~ 111 1
!/ / / / /// / !1 11 } } 1} } 1. • . 1
f `l ... _-` ,, ` / / / / ! ! / / / / .I ' / / J f ~ a EXISTING SID9WALK •~ 111 f
V C. NNY MAP' I- / /1f 4=- ftPINE
NOT TO SCALE CED1A 1 I 1 e
50.0' 2 t'0
N
/ Z ,
THE SITE IS SITUATED IN ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1141 F, DATED / / , / / / / l 1 / / / / . . f / , , / / I v 1
JUNE 2, 1999. / I // /`f I } 1 i 4 ,
5.5
SOIL TYPES
SOIL TYPES
f / / / J / / / / / // / / / / / • "" _ 1 Q/ EXISTING BUILDING
11C BELLP/NE SILTY CLAY LOAM 3 -127' SLOPES // / / / / / ! / / / / / / / j «— `.." j oo
If 11 D BELLPINE SILTY CLAY LOAM 12 -207' SLOPES. / / ! ! / / / - ! / / / ~ ~ , I 1 1 TO REMAIN
/, / / '` / / • / J \ 4 200 SF
jf 43C DIXONVILLE PHILOMATH— HALELAIR COMPLEX 3 -1290 SLOPES. / f / / / / / / / ! / / ' 11 l ! / f ., / / / ° FLOOR EL. = 516.
. PROT
/ // / // r / / /!f / /// 1/ !/ /!J /
2V- D FIR /tv- .
SITE 7- / ! / ! / / % / / / / / / 11 j / / ,/ , , ..--' ... ., w
E IS LOCATED WITHIN THE ZONE OF CONCENTRATION (99 YR TO=). / / ! / / / / / / / f / /! 1 °•
l 1
y II i, 24 MAPLE 1 l WALK =516 ' 37
" 1. 1 2 5 CEDAR
/2
f,. -- r.•.'.% ,- DOCK= 516.22
50.0
lv C -51271
AC= 512.92; J„
b ll v AC =512.92 \
Sm
1 201\4 TO PROPERTY
RETAINING WALL .
B0UiyD4RY Esc......._... -.r __............»... _w ~ ......._... ' \
EXISA G STORMWATER,, GA TCHBAStN, 11 1
GRAY 511.69' i 114
STM
GRAVEL PAR NG
, r ff / // /// ' . I 114 „D
X
A/C PARKING
// / f / /f i 1 ) o 11
ALL SITE STORM DRAIN PIPES
.! ' •.. , l 1 ARE 6*"* DIAMETER.
1244 /' iii ' / / / J ,. \ Q ` \ ~ , . -- • .....»»
t
pO ..w .,w • RETAINING WALL
/ / 1 r j / EXISTING'TOP OF BANK
,` , / / / / i \ \ / DNgRE7'E.'PAD.: ' ONCR E
/ / p I °'°PAD
vq 7
:1. _ *i p 11 .v . E TING STORMWATER CATCHBASIN
f / /' 1 • •••••- •••.•:.K,,, . .•.° • • ' 'p TE-- 507.14'
PA R CR. 1 1,/ i \ 1 ., BACKFLOW DEVICE
1 1 1 I r / / / .PP 1 993 - --P034 0 • `» »
12) ' / J f j ' .w - > C` F
! 1 % 'I I 'ETAIN1NG WALL TING TOMEXISTING STORMWATk? MANHOLE EX WATER MANHOLE
„
-2 . FL IN (S) L. =4 .42 L i , 12r FL l 496 79
/,E=, / / / / 1 l FL OUT N EL. =4 37' ` ` 'u, 12 FL 0 T (N) EL4=499.69'
/ / _ ), _ RIM EL. = 06.14' BURY 1.0'
RIM %E . —488.57 14 WIDE ( )
c a 1 , c 17 OAK 8" OAK , .
i PUS .6Z f ,4Z L 4Z • s <; PUS
IL. \ 14 OAK IL
N00 '10'38 "E 443.28'
N
11
1 f
f 1
1 }
1 1
I 1
• 1 1
11 30' WIDE EWEB EASEMENT
EASEMENT R.R. NO. 99247
ALSO:
--- 30 WIDE ACCESS EASEMENT
R.R. NO, 9302537
l
1
.CID OUS
11
1
U U
1
11
r
1 i
> U 11 d W i
Ak
w
1 LOCATION OF JOINT UTILITY TENCH. CONTAINS ELECTRIC,
4" WATER, 8" WASTEWATER. VERIFY LOCATION BEFORE DIGGING.
LOCATION OF EXISTING EWEB 24" DI
WATER MAIN BASED UPON EWEB MAPS.
I VERIFY LOCATION BEFORE DIGGING.
.PARCEL 2
LPP# 1993—PO340
t
11
1 TEMPORARY VEHICLE TURNAROUND EASEMENT
:r —•-”" -51 0000 /
EXISTING WASTEWATER MANHOLE
\ Lo 1 1 8 f; FL IN (5— TOP) EL. =504.03'
8 FL IN (S —DROP) EL. — ,501.28 ,
A/ DRIVE 8„ FL IN (NE) EL, =501.13'
/ RIM EL. =507.55Y
EXISTING GATE
r
6 " I
1
'• %Ij
RETAINING WALL 2 -9" OAK 16 "\
ASSESSOR MAP _18 -03 -03 12, TAX LOT
f
' t.L r'
j I L
TPREIZ-000(6
P-1 blwdv f4t at4o eeCD
l o-F 1 Pdf6
PRE-SUSMITTAL
0 C 1 2012
a •
PRE-SUSMITTAL
0 C 1 2012
GENERAL NOTES
^
1' THIS PROJECT CONSISTS OF CONSTRUCTING NEW PERVIOUS PAVEMENTS, SIDEWALKS, AND STORMWATER FEATURES 0SUPPORT THE EXISTING BUILDINGS AND NEW PROPOSED WEST AND EAST ADDITIONS.
08V N>N00B|
.
THE NEW PERVIOUS PAVEMENT CONSISTS OF APPROXIMATELY 6,662-SQ. FT. OF PERVIOUS MASONRY PAVERS AND APPROXIMATELY 12,200-SQ. FT. OF PERVIOUS CONCRETE.
c^m/ /
W1.D
'~''''' '---- -- _`~ ``,-`` ' ` ' ^ ```` i GRGA['-'------'-----'-'--- ''~'^ ~ ~-^^----^-~^~^~~.~'~'^~^^ ENGINEER. NATNEOURADGO|L88HOULD8OOPATEDTOAKNN|UDRYDEN8['OF95D
FAN0A8
DETERMINED 8YAWTMO888.
w
.uo"n°n.rnur.r_^nnn.=nn°x°=cu=m ` / n°n°mmc.n= r =n/=O=^m r ^mc/x D ,o/murn mm / co"^n`n " o"nu "v °^^"^mwoo^on/pcnn
+"==' w wuoLccwnr"oo -11.vWc=0 " m^"v,u" n"^".v"/m".u, L. COo/"nm"^v. am r"x"o,o,o=w,G
/nc Nu. 4uomcvc toy VvuunV.
7. AGGREGATE BASE ROCK SHALL BE APPLIED |NLAR8 NOT EXCEEDING 12~|NOHE8 AND SHALL 0E COMPACTED USING AN8RAJDRY STEEL DRUM ROLLER T0A MINIMUM DRY DEN8['OF8h%OF MAXIMUM A8 DETERMINED
BY
AQTMD1557.
amuu 0. PERV0UGMASONRY PAVERS SHALL MEB'THE AROHEOTURAL8PEOIRCAT0N8AND SHALL 0E INSTALLED ACCORDING TO THE MANUFAOTURG8PEOIHO/T|ON8
-- -' ` ` ~` .
H. UNLE8QOTHHVVERQUREDBYTHEA8ONMYPVRANUFACTURR,A8ONRYPAVR88HALL8EPLACDONVVELL43RADED8B]D|NG8ANDTHATM8EENOOPATDANDGRADEOOOH.
10. AVVOVEN PAVEMENT GEOTEKTLE SHALL BE PLACED ON THE PREPARED, APPROVED, AND COMPACTED 8U8GRADEPR0RTO PLACEMENT OF THE AGGREGATE BASE ROCK. THE GECTBT|LE SHALL BE PLACED VVMNDTEARS,
. ` . ` `~ ``,` ` ^ , WRINKLES OH DAMAGED AREAS . OAMA8[D GEUTEXT|LE SHALL 8E REPLACED. GE[KBKT|LESHALL MAVE LAP GPL|OE8 HAVING A M|N|MUK8UF12^|NOHE8OPOVERLAP.
-`. _`. ~ ~ ` `.` ' -.-__ ~~` ` `~^` `` ~{ ~ ~` ~. 11. PAVEMENTGEOTBT|LE8M8LL8EA OLT 'HLM VVDVENPOLYPROPYLENEFA8R0HAVNGPROPERT|E88PEC/RED|NTMEPROJECTNARRATVE
~~`` ` ``'` ^~~ ^```- ~ ~` `\` ``^ '~`^ ` 12 8O|L8OUTFORPREPAATONOFTHE0UBQRDEORPERV0UQPAVE0HALLBFREOVEDFOTHE0|TE
' '
18. PERVIOUS PAVEMENT SHALL 8EA MINIMUM OF8~/NOHEG|N THICKNESS AND SHALL MEET THE 8PEO|RCATON8|NTHEPROJETNARRAJ' EAND SHALL 8ERBNFORCEDVVDHC0N0NUOUG GRADE 8O#4BAR
........ SPACED AT 24-INCHES EACH WAY.
CONNECT NEW G" 9" OVERFLOW PIPE
TO EXIST. GATCHBASIN
1NV. ELEV. 485.01
NEW 6" 0. OVERFLOW PIPE
TO 6' 0 PERFORATED PIPE
INV. ELEV. 496.4
NEW 0"0X :26.0'PERF. PIPE
INV. ELEV 496.41
- '
'~ \,` 0"",, G0G 0D8CONCRETE8URFACE 2H:1VCUT-~ ^ -''APPR0< "
TYp GE8T0N4 SHEET C4
NEW 6" 0 STORM DRAIN C.O.
REMOVE EXIST. CONC. SLAB
END EXIST. RETi, WALL
AT RET,. WALL
SURROUNDING TRASH AREA
CONNECT NEW 6" 0 ST. DRAIN
TO EXIST. 12" 0 ST. bRAIN
CONNECT 6" 0 OVERFLOW TO
CONNECT 6" 0 PERF: PIPE TO
6" 0 SOLID OVERFLOW PIPE
NEW PERVIOUS MASONRY
PAVERi SURFACE
SEE TYP. SECTION 3 1". SHEET C2
2H 1 V FILL
MATCH SIDEWALK GRADE
TO EXIST. GROUND SURFACE
AT PROPERTY BOUNDARY
G"CONO CUR8(JgP.)
MATCH EXIST. PVMTGRADE
CURB.
4" CONG. SIDEWALK
UNLESS OTHERWISE! NOTED
INAGE PLAN
SITE GRADING AND Dm
KWE- 1'=20'
7
paq%.— %—.o %—.o
Lu
Lu
CL) CD
cn
Lu .
~= to
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cmcm
Amu
PR
PROJECT: 233.08
DATE 5L2112009
DRAWN BY: MDR
y E / 8
PU-SM
iVU |U0 o
E 0 . N m;
OCT 1 7i | E = U8 _.
"' ' | T
.. .........
All I
10.0' @ -4.0%
..........
VERTICAL 56WE I = 10
10' 0 10' 201
mm F=9 alloomm
.2
[]Xl 11,11
UTR MUNI I
I
, ;,, Ors'
0•s Chit
5 TRUCK STAGING AREA PROFILE
C2 HORIZONTAL: 1" - 201
VERTICAL: 1" = 101
? -,,. 20
2-+-40
.f•.':' 60
311-011),
3-;r:40
cn
LU
cn
C.0
C)
W PAVEMENT GEOTEXTILE
<
U.J
m PREPARED SUBGRADE
CV
O
.aa +f+. '1fRi... !f. $ a .. . r ^'r+i4 $ f t s"
O LQ
cc =
U.J
co 6" 0 PERFORATED SCHED. 60 PVC OVERFLOW COLLECTOR
m 6" 0 SCHED. 60 PVC SOLID PIPE STORM DRAIN
6
3 PERVIOUS PAVEMENET WITH MASONRY PAVER
C2
U.j
tz
cr-
C.> cn
cn ;z
=) < #4 GR. 60 REBAR @ 24,, EA. WAY
cn
C.D
W 2-w PAVEMENT GEOTEXTILE
LU
III 25
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m PREPARED SUBGRADE
64
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.... . .....................
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4 PERM
QUI
6" 0 PERFORATED SCHED. 60 PVC OVERFLOW COLLECTOR
6" 0 SCHED. 60 PVC SOLID PIPE STORM DRAIN
OTC fi u
9 D I
I qi 4 l 14-1 v a
l
NCRETE SURFACI
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MI M R:ErNae'D s
H
OCT 1 (1- 0 1 E
E Of
T
of 7 pages
n
MI M R:ErNae'D s
H
OCT 1 (1- 0 1 E
E Of
T
of 7 pages
el
FENCE
IV _
0 1 .'
z
ZE ,, .
a .
1 -5 HWY 1
VICINITY M
SCALE .t
I Q
{I
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i
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6 ±
CONC. CUP,"-
REINFORED CONC. - 6"
PERMEABLE SURFACE I
NOTE TEST ROLL COMPACTED FILL FOR 60,000 LB
AS PER UNIFORM FIRE CODE 092222
1
CUR13 PETAIL
D
sy
/ice
NOTES:1) THI5 51TE HAS NO DRINKING WATER PROTECTION RESTRICTIONS.
INX
R1
THE PROPERTY 15 OUTSIDE OF THE TIME -OF- TRAVEL ZONE.
;n
•
NOTE TEST ROLL COMPACTED FILL FOR 60,000 LB
AS PER UNIFORM FIRE CODE 092222
1
CUR13 PETAIL
D
sy
/ice
NOTES:1) THI5 51TE HAS NO DRINKING WATER PROTECTION RESTRICTIONS.
INX
THE PROPERTY 15 OUTSIDE OF THE TIME -OF- TRAVEL ZONE.
SHEET Al SITE PLAN/ EXIST. SITE PLAN
EXISTING POWER POLE
CARE SHOULD 5E TAKEN DURING CONSTRUCTION TO PREVENT
SHEET A2 FLOOR PLANS & ELEVATIONS
(HAMMER HEAD FIRE]
TRUCK TURN AROUND AREA)
CONTAMINANTS FROM ENTERING THE SOIL OR SURFACE AREA,
SHEET A3 MISC. DETAILS
(EXISTING)
SHEET A4 EXIST. SITE, STORMWATER DRAINAGE
S
2) THE ENTIRE VICINITY 15 OUTSIDE OF THE 100 -YEAR FLOOD PLAIN
11191
EXISTING CATCH BASIN
AS INDICATED 5Y THE 100 -YEAR FEMA FLOOD MAP.
SITE DATA
1
TOTAL SITE AREA: 4.81 AC (209,524 SF)
EXISTING STORMWATER
3) DESIGN OF BUILDING FOUNDATIONS WILL BE IN ACCORDANCE WITH
EXISTINGZONING: INDUSTRIAL
K & A ENGINEERING FOUNDATION REPORT AND GEOTECHNICAL ANALYSIS.
EXISTING USE-
(2)#4
4) PUBLIC UTILITY LOCK WHICH MEETS FIRE MARSHALL STANDARDS WILL
PROPOSED USE: WAREHOUSING
ASSESSOR'S MAP #: 18030313
BE PURCHASED AND APPROVED AS REQUIRED 5T CITY.
TAX LOT #: 3701
EXISTING CONTOUR
5) NO PARKING -FIRE LANE SIGNAGE TO BE POSTED AS PER SPRINGFIELD
STREET ADDRESS: 4000 EAST 22ND AVE
SITE COVERAG
FIRE CODE AT DRIVEWAYS CIRCULATING ON WEST AND SOUTH
SIDE OF BUILDING, AS INDICATED ON THE SITE PLAN.
TOTAL SITE AREA: 4.81 AC (209,524 SF)
GROSS BUILDING AREA: 10,4905F
6) SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS
PAYING AREAS:
PERMEABLE PAVERS: 6,055 SF
7) NO PARKING -FIRE LANE SIGNAGE TO 5E POSTED AS PER SPRINGFIELD
PERMEABLE CONCRETE: 11081 SF
12" COMP.
FIRE [)APARTMENT AT DRIVEWAYS.
TOTAL (NEW) PAVING: 17,936 SF
CRUSHED
EXISTING ASPHALT PARKING AREA: 23,706 SF
ROCK BASE
8) FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A
0 B
CUR
RESIDENTIAL DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA
COMMON LANDSCAPED AREAS: SF
OCCUPANCY TYPE = F -1
PARKING SPACES: 26
DADA PARKING: (2) 9'X18' WITH 6'X18' LOADING
AREA/ 25 SPACES 2 REQUIRED
IMPROVED LOT AREA: =1290 SF
BUILDING LOT COVERAGE: 10,6145F
BIKE SPACES: 4 SHORT TERM, 1 LONG TERM
\ FL EL.= 46.04'
O \
6
21ST AYE. \ `SO
r
°o
of
4 P U. 9S
1 D
22ND AYE,
A/C DRIVE N59 6 O"E
3
+A
PARCEL 2
30' EWER EASEMENT
R.R. NO. 9822247
ALSO: `
30' ACCE55 EASEMENT
R.R. NO. 9302537
\\ Lar PLAN
1" =200 APPROX.
N
N
co
N
b
N t
Al N54 581 365'
?9
I
PERMEABLE –J 1OO' R
CONCRETE s
(11,5115F)
241 -011 I \
I ,,I CONC CURB
1
24 25 z
--
---1 i PERM.
II CONC. I--
r
1 I 2 — o EA5T.
RAMP
-
A3 _.
51 PERMEABLE
ill PAVER5 (NEW BLDG) 4" BRICK ` 2 WALL
- , ( (2,159 5F) 5,4175F
o
CONC. AL ' 25' -0" 1 -j
j — __ i r
!` \ 4 2 ' i EXISTING BLDG 4193 SF 9
F.F. j ` i l = 516.30 - F.F. = 516.30 8
16 17 j
G f 1 ? F.F. = 512.30 (5,012 SF) 7
15 18 l ( -- _._--- . -- - - --
' NO FARM ( I 6
1 S I a CURB
19 FIRE LANE) I
j 1 A3 11 -13 i SOLAR PVC SY5 u n u i t 5
! PERMEABLE Q r A3 i (` _ t' 2 ) 9 9 -0' b
PAVERS U i 15A
Y (31896 5 -- D
M A i T A R
j C
.48 1
2 AK 12 21 PV Y5 G5 4
j PERMEABLE
22 PAVERS ! 'S 9 4 3 2 1
11 0 .—.
\ j j j A3
T 2
5' PEDESTRIAN 10 23 A3 j EXIST. P VING - - - - -- 1 — ° ° °ADA PARKA G °
5IDEWALK
_ } WILL CALL PICK -UP
Q 40'-0° 25' -0" 9' -01 I 1
_ 14' -0" 14 '-6" I 231-6" 1
on
W5 1 51-0" 5' /" N( 9 34'00"E,355.001 0 CURB FIRE NO PARKING
505.69 -0 4' PEDESTRIAN HYDRANT @1 CURB
WATER VALVE SCDEWALK (FIRE LANE)
EXISTING ASPHALTIC CONCRETE DRIVE
(2) 36" X82" -
U51ING GATE ® TRASH CONTAINERS LIGHTING LEGEND
STANDARD 15 YD EA,
WITH (1) 32 GA. CART
REGALIN GLASS SYMBOL TYPE NOTES:
SITS FLAN
00 AREA STAND LIGHT SEE DETAIL 19/A3 O
, 15' -" +/- 4" HGT
1 "= 30'_0"
1:R- BUILDING MOUNTED LIGHT MOUNTED Cad SHIPPING: 9'-4" HGT WAREHOUSE: 21' -0" HGT
J
BOUNDARY LINE
s
pip
EXISTING POWER POLE
0
EXISTING WATER METER
(HAMMER HEAD FIRE]
TRUCK TURN AROUND AREA)
A/C DRIVE
OV
(EXISTING)
EXISTING WASTEWATER CLEANOUT EXpgN5I0
S
EXISTING STORM MANHOLE JOINTS
11191
EXISTING CATCH BASIN
G
EXISTING GAS METER
1
EXISTING STORMWATER
J
r J'
.Wig
rz PARKING PLAN
Al 3132' =1' -0"
l i 0
1
10
\ 10.83'
a
I L- CATCH BASIN
ISTIN ATE
EXISTIN6 SITE L
111= 30' -0" NOTE: ABOVE INFO BASED ON DOC. PROVIDED
BY GOEBEL ENGINEERING & SURVEYING,
AND KA ENGINEERING DATED JANUARY 17, 2009
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BOUNDARY LINE
EASEMENT LINE
pip
EXISTING POWER POLE
0
EXISTING WATER METER
O-A
EXISTING FIRE HYDRANT
OV
EXISTING WASTEWATER MANHOLE
EXISTING WASTEWATER CLEANOUT EXpgN5I0
S
EXISTING STORM MANHOLE JOINTS
11191
EXISTING CATCH BASIN
G
EXISTING GAS METER
EXISTING WASTEWATER
EXISTING STORMWATER
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING OVERHEAD POWER/COMMUNICATION LINE
EXISTING CURB
EXISTING BLOCK RETAINING WALL (HEIGHT VARIES)
450
EXISTING CONTOUR
EXISTING FENCE
EXISTING IMPERVIOUS SURFACE
r J'
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rz PARKING PLAN
Al 3132' =1' -0"
l i 0
1
10
\ 10.83'
a
I L- CATCH BASIN
ISTIN ATE
EXISTIN6 SITE L
111= 30' -0" NOTE: ABOVE INFO BASED ON DOC. PROVIDED
BY GOEBEL ENGINEERING & SURVEYING,
AND KA ENGINEERING DATED JANUARY 17, 2009
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SECOND FLOOR PLAN
1/1611-11-011 1,0835E
FIR57 FLOOR PLAN
1/1611=11-011 6,6277
CONSTRUCTION
NEW CONSTRUCTION
1200 SF
- - -I
•
KYNAF, MTL SIDING
ct
SPLIT FACE b" CMU
FL
.NORTH ELEVATION
111611=11-011
MTL ROOFING
PHOTOVOLTAIC
PANELS - I OPTION
LI 141111 1 I'll!
w
fE L I JOWww- MTL 2'-011
KYNAP
CMU \— GREEN WALL 51DING
56LO"
0
SOUTH ELEVATION
EXECUTIVE OFFICE, CONF. RM
SERVICE, REPAIR, COFFEE INTAKE
1, 0022 H wil
EME
ni 11 F1 I P1 11 F1
-011 \-(516)
PHOTOVOLTAIC
PANELS (170'SQ
L 104" L &OI-C,
EXISTING BUILDING
Y3 U REROOFING AND PHOTOVALTAIC PANELS ONLY
WEST ELEVATION
1116•1=• -011
EAST ELEVATION
1/1611=11-011 WAREHOUSE
47_ 44
t,31K-E - - - 5 O-L A-R REFLECT C F
STORAGE SHAPE REQUIRE
p
DSHIPPING
5
S(
241
T
6" CMU BLOCK
+- FL
12D1.
CLEARANCE
6" CUF,13
FL
EAST ELEVATION
1/1611=11-011
U'
OCT 201Z
5 of 7 pa5es
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PROJECT: 0507
DATE: 9/21/12
DRAWN BY: AS/JM/SP
DESIGNED BY: AF
REVISION: -
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Floor Plans
I Elevations
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PROJECT: 0507
DATE: 9/21/12
DRAWN BY: AS/JM/SP
DESIGNED BY: AF
REVISION: -
0 PAZ
,%"
-1cf4t- OF
Floor Plans
I Elevations
FL6NIINGLEGENP
PLANTING LEGEND
BOTANICAL NAME COMMON NAME
BOTANICAL NAME
COMMON NAME
SHAPE &STREET TREES - (a° CAL. MIN. SIZE)
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- _ - _ - -
-•__ -- - -• -- - -- .. _..
I
REDBUD
SHADE $STREET TREES -
(a" CAL. MIN. SIZE)
ORNAMENTAL TREES - SAS SHOWN)
ACER RUBRUM'RED SUNSET
RED MAPLE
JAPANESE SNOWBELL
e
GROUND COVERS
ORNAMENTAL TREES -(AS SHOWN) ,<;P
ARCT05TAPHYIOS UVA URSI KINNIKINNICK (1 GAL.)
ACER CIRCINATUM
VINE MAPLE
1LANTING REQUIREMENTS NO.-.,. TE
CONIFER TREES - (61-8' HT. MIN.
SIZE)
°
PSUEDOt5U6A MENZIE5II
PONDER05A FINE
1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES
11
I 3f3 ?: € *, ,t 'a ° :1 iQe' F (t >± . C i ia` a` i k° `I'. #.'• -: ` R A '% R a.lr [: ". 1.
TO 8E EVERGREEN AND 5 GAL. MINIMUM SIZE TO MEET GORE REQUIREMENTS.
GROUND COVERS
AND DOUGLAS FIR INTERSPERSE WITH GRASSY
ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED
a ..:. Y ... {r .pt. tsr. + g P: A
STREET TREE LIST AND PLANTED AT REQUIRED MINIMUM 2" CALIPER AT PLANTING SIZES OR LARGER.
ARGT05TAPHYL05 WA URSI
KINNIK[NNICK (1 GAL.)
2. DROUGHT- TOLERANT LANDSCAPING WILL BE USED
. _ ,. 11 .: : fi : .
6 + .1 ,- , A # €'i .-,, `€) : :'4" .. '0'' ' P i.'.:.I i : ` : ilot :I ::1w . a: \ \ e
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3. L310-SWALE GRASS TO BE PROVIDED BY HOBBS & HOPKINS LTD.
J' HIZUBcJ' - (24 " -36" HT. MIN. SIZE)
@
-PT -825 5I0- FILtRAR10N DWARF GRASS COVER MIX
A6EL]A'EDWARD GOUCHER'
EDWARD GOUCHER ABELIA
4. ECO -LAWNS TO HAVE ADEQUATE ONGOING MAINTENANCE (2 MOWIN69 MINIMUM PER YEAR &ADEQUATE
AZALEA'EX6URY'
EXBURY AZALEA
IRRIGATION DURING LAWN GERMINATION) IN ALL LANDSCAPED AREAS.
CAMELIA JAPONICA
CAMELIA
5. GATED DOOR WAYS AT 10 LOCATIONS WITH PAD LOCKS, SEE SITE PLAN.
CH015YA TERNATA
MEXICAN ORANGE
IRRIGATION 5Y5TEM DESCRI'TION
ESGALLONIA'APPLE BL0950M'
APPLE 5L0550M ESCALLONIA
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ESCALLON[A COMPACTA
COMPACT ESCALLOMA
1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES
EUONYMUS ALATA
WINGED EUONYMUS
TO BE EVERGREEN AND 5 GAL. MINIMUM SIZE t0 MEET CODE REQUIREMENTS.
HIBISCUS 9YRIACUS
iZ09E OF SHARON
ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED
HAMMAMELIS MOLLIS
WITCH HAZEL
STREET TREE LIST AND PLANTED AT REQUIRED MINIMUM 2" CALIPER AT PLANTING
LLEX AQUIFOLIUM
ENGLISH HOLLY
SIZES OR LARGER.
LLEX CRENATA CONVEXA
JAPANESE HOLLY
2. EXISTING AUTOMATIC IRRIGATION CONTROLLER TO BE USED FOR NEW AUTOMATIC
MAHONIA AUQUIFOLIUM
OREGON GRAPE
IRRIGATION SYSTEMS.
MAHONIA REPENS
CREEPING MAHONIA
SALINA STRAWBERRY CLOVER, AND
MYRIGA GALIFORMCA
PACIFIC WAX MYRTLE
PERMEABLE CONC.
NANDINA DOMESTICA
HEAVENLY BAMBOO
I
PHOTINIA 6LABRA
JAPANESE PHOTINIA
PIERIS JAPONICA
JAPANESE PIERIS
POLYST[GHUM MUNITUM
SWORD FERN
ROUND GREEN COVER, WITH LITTLE OR No
1'RUNUSLAURACEAUS'OTTOLUYKEN'
OTTO LUYKEN LAUREL
, < v>
.«
RHODODENDRON
RHODODENDRON
% 'J_
VAGGINIUM OVATUM
EVERGREEN HUCKLEBERRY
_Gr
j\ -
VIBURNUM TINUS'SPRIN6 BOUQUET'
SPRING BOUQUET VIBURNUM
1310-SWALE SEED MIX-
i
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CLUSTER
OAKS
(12) SHi 05
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s i" I: I
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____ --
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PAVERS I
I I 1---
I -_ I i I I
_ -- f1 I
,.;:•:.:... .f a ::v. t
"v ` I (2)DOGWOOD
,..: {..:::::. Fi,` t:, i
:::r.. I WAREHOUSE
16 17 MIN. T' I
I '` GROUND GOVERI
:fr FOR CLIMBING I
15 18 i !
.> ` ;.. f 6) CLIMBING I
19 :h }.
' j '` CLEMA115 '
PERMEABLE _11111 I....
O 13 • PAVERS 20 "'.. i ! if
W i
ill m ' PERMEABLE j jl
12 21 PAVERS i
Q i II.
11 22 L _ 'I -
i
10 23 - ® -- _-- --- --
EXIST. PAVING .. I
- (12) SHRUBS
- 0 6 SHR05 (7) SHRUi`35
3 MAGNOLIA 4" DIA.
N89 34'00"E,355.001
(2) CRAWLING VINES
uan
ECO -LAWN .. • .
GROUND
COVER
BARK -O -MULCH
6'WOOD
FENCE
CONCRETE
SIDEWALK
SHRUBS ow
CRAWLING
VINE
""
NEW TREE
EXISTING TREE
0 r.
RETAINING WALL _-===r==
N G
EARTHWORK ANALYSIS Job no.
Project: Cafeto
CUTS
raw cut (includes 2" Stripping)
FILLS
raw fills (after Stripping)
subtotal
PERMEABLE PAVERS SECTION
Subtotal SF
GRAVEL SECTION
Subtotal SF
TOtaINOTE: 1. SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS
2. NO PARKING -FIRE LANE SIGNAGE TO 5E POSTED AS PER SPRINGFIELD
/ FIRE DAPARTMENT AT DRIVEWAYS.
3. FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A RESIDENTIAL
DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA
0
z
LEGEND
0
EASTERN EDGE OF PROPERTY SERIES #11C Wl
F 6 8 S.F. » Roo AREA 71 5.
::.:::::::..:::::.:::.:.:.::. ::::.:.._::•:.:::.:.:.::::::::.
IMPERVIOUS 6IDI =WALK
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_
- - - _ _ - - - - -
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f
PERMEABLE PAVERS Cud DRIVEWAY
12
LZ-.Z &PARKING AREA 13,148 S.F.
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- - ROOF DOWNSPOUT
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PROPERTY CHARACTERISTICS - ROLLING HILLS AND
.
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1. 0.3
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a ..:. Y ... {r .pt. tsr. + g P: A
AND BUSHY AREAS.
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SALINA STRAWBERRY CLOVER, AND
PERMEABLE CONC.
SWEET ALYSSUM 25%
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GENERAL NOTES LAND PRAINAGE LEGENP - I
SOILS SERIES #43C DIXONVILLE- PHILOMATH HAZELAIR COMPLEX
OCONSTRUCTION ENTRANCE
2 " -3" OPEN ROCK, LINED WITH
FABRICK,12'X50' AREA, MINIMUM
OCONCRETE WASHOUT
USE HAY13ALE.S TO ENCL05E A 4'X5'+/-
CONCRETE WASHOUT AREA WITH 10 MIL
PLASTIC LINER DRAPED OVER THE
HAYBALES AND STACKED DOWN INTO
BALES. REMOVE ALL WASTE CONCRETE
MATERIALS FROM SITE.
OCATCH BASIN SEDIMENTATION
USE CITY APPROVED CATCH BASIN
SEDIMENTATION BAGS FOR STREET
CATCH BA51N PROTECTION OF
WATER RUN OFF
`:J EXCAVATED SIDEWALK
PROVIDE OPEN ROCK BASE, 4" DEPTH, AT
SIDEWALK LOCATIONS AT STREET SIDE OF
PROPERTY.
0 EROSION SEDIMENT FENCE CONTROL
USE HAYBALES TO ESTABLISH 50UNDARY
OF CONSTRUCTION SITE INFLUENCE ON
IMMEDIATE SLOUGH TOP OF SANK &
PROVIDE INLET PROTECTION AT EXISTING
PUBLIC R.O.W. MARCOLA ROAD STORM CATCH
BASIN & PROVIDE ROCK CONSTRUCION ENTRY
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EASTERN EDGE OF PROPERTY SERIES #11C Wl
NORTHEAST SERIES #43E DIXONVILLE- PHILOMATH
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HAZELAIR COMPLEX (12 - 35% SLOPES) AND EXTREME
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NORTHEAST SERIES #11C (3 -12% SLOPES) & 11P
SELLPINE SILTY CLAY LOAM (12 - 20% SLOPES)
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PROPERTY CHARACTERISTICS - ROLLING HILLS AND
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AND DOUGLAS FIR INTERSPERSE WITH GRASSY
AND BUSHY AREAS.
CITY OF SPRINGFIELD LOCAL WETLAND INVENTORY
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IDENTIFIES AS NOT WETLAND AREA.
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DISTURBED CONSTRUCTION AREA 15 LESS THAN 1 ACRE.
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ECO -LAWN (HOB135 & HOPKINS) ECOLOGY MIXES
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1. PROTIME: 705 PDX ECOLOGY SEED MIX
(1)
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PR8820 PERENNIAL RYEGRASS 55%
EUEKA HARD FESCUE 15%
WILDFLOWER AND FLOWER SEED MIX:
DWARF YARROW, DUTCHWHITE CLOVER,
SALINA STRAWBERRY CLOVER, AND
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SWEET ALYSSUM 25%
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11'
THIS MIX 15 DESIGNED TO FORM A YEAR
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ROUND GREEN COVER, WITH LITTLE OR No
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IRRIGATION REQUIRED. STARTER FERTILIZER
lil:
I5 RECOMMENDED BUT ADDITIONAL
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FERTILIZER 15 USUALLY NOT REQUIRED.
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MOWING 15 OPTIONAL. SEEDING RATE 151.5
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TO 2 165. PER 1000 SQUARE FEET,
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DEPENDING UPON SLOPE.
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2. FLEUR DE LAWN- THIS ECO -LAWN MIX WILL
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BE LOCATED AT STREET SIDE OF UNIT
-
A & SOUTH SIDE OF ENTRY DRIVE.
15R
PRO -TIME FLEUR DE LAWN, DEVELOPED AT
A3
05U, 15 A LOW MAINTENANCE FLOWERING
LAWN. IT REQUIRES LITTLE OR NO MOWING, NO
IRRIGATION AFTER ESTABLISHMENT, & NO
FERTILIZER AFTER ESTABLISHEMENT. SMALL
FLOWERS & LOW - GROWING STRAWBERRY
CLOVER COMBINE W/ A SPECAIL VARIETY
OF DWARF PERENNIAL RYEGRASS.
OCONSTRUCTION ENTRANCE
2 " -3" OPEN ROCK, LINED WITH
FABRICK,12'X50' AREA, MINIMUM
OCONCRETE WASHOUT
USE HAY13ALE.S TO ENCL05E A 4'X5'+/-
CONCRETE WASHOUT AREA WITH 10 MIL
PLASTIC LINER DRAPED OVER THE
HAYBALES AND STACKED DOWN INTO
BALES. REMOVE ALL WASTE CONCRETE
MATERIALS FROM SITE.
OCATCH BASIN SEDIMENTATION
USE CITY APPROVED CATCH BASIN
SEDIMENTATION BAGS FOR STREET
CATCH BA51N PROTECTION OF
WATER RUN OFF
`:J EXCAVATED SIDEWALK
PROVIDE OPEN ROCK BASE, 4" DEPTH, AT
SIDEWALK LOCATIONS AT STREET SIDE OF
PROPERTY.
0 EROSION SEDIMENT FENCE CONTROL
USE HAYBALES TO ESTABLISH 50UNDARY
OF CONSTRUCTION SITE INFLUENCE ON
IMMEDIATE SLOUGH TOP OF SANK &
PROVIDE INLET PROTECTION AT EXISTING
PUBLIC R.O.W. MARCOLA ROAD STORM CATCH
BASIN & PROVIDE ROCK CONSTRUCION ENTRY
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m I - I i NQ
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PROJECT: 06
DATE: 9/21/12
DRAWN BY: AS
DESIGNED BY: AP
REVISION: -
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Landscape Plan
Stormwater Drainage
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