HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/23/2015 (2)FH CURVE C1 DATA
WM R 373.00'
W
7151,
1§0
1a Oy 96 S* M�W 7 h -dry
e� ".41 110 '1, 19*06'15"
10
I•N, 11 T
77,�
7�7_ .7;
'T' pp L 124.37'
T
�L.' SL
T,- I I . I -
.1 11 �_L" 1. , .
ST: E i�E�;_ETE 'si s L-. CH 123.79'
ST ST §T�
=7T' L ... . . ....... .
ST S, 41
4b,
N 80*29'40" W
ST Alk, "IQ 00 3� .1 & �. ", � _10.42.. NOR I I I
041_11� x
w- V CURB INLC.11
CURB INLET
CURB INLET WASTE MANHOLE TC = 476.59
TC = 475.95
TC 475.55 RIM = 475.83 FL. 12" E = 473.51 SCALE 1 20 FT
FL 8" E = 468.34 FL 12" E = 473.00 01*
FL 15" E 472.60 FL 12" W = 473.51
FL 15" W = 472.95
FL 8" W = 468.38 z -FC-T0S=
v»uvyA5 I E MANHOLE FL 15" W 472.58
0
4 .25
0 L Y M P I C S T R E E T RIM 476.88
1 11 1- - - 0 10 20 40
I ALI x X_
X_ 46�.88
FL 8" W 4 a
-E
lip
X eN
W W
W -W -W -W
-8, W- W -W -W -W W -W -W W W -V 8•W W -W -W -W W W 1,W W -W -8 W ------ ='=,W- W -W -W -W -W -W -W _v, -W _P
W GAS GAS GAS GAS - GAS - 2' GAS 0 W-_
GAS GAS -2" GAS GAS GAS - W - - Ls 3: - W �'vj,_ W W 24�' W W
GAS GAS GAS. GAS W .mar -W -W W -W W - 24' W W W W -W W �b_L
�W- W�,-
W utir
_2" GAS -W- GAS- W -W
I - W W W 24!' W W_ W mmm W
-W -W -W -W
"�4 W W
TA
1K
AD;, W
7 7 '17, 7'
------ 10
ST�
6
476. - 24\;.
-47642'
TC
Wyly -
IN T
PP
----------- 472,
71---
475.67X
X476. 472.71
rn
0--igg 4709
z=220�- W,476X25 -T{yy
x X_ -�l � �§w
319 97 2ryh
x
75.07/"'
75
475.19 'SLIDING�,,GATE x
75.4 89 �'I;v --A-7A III
�--_ T .... W HW '�76
1, - " - a4: :, , ; � , "" -,
47 .08
47J:;
O
sr sr•_7=1V ST.
CURB INL
omi
sx -.7, ? st
477.'
WW -8- WW
'&HW- OH 0 0 8- 0 -0 If CRY
4_T_ ��; 11
OHW�� 0 475.93 L NO t_0 'T A, �*Ilftllll%
0 0.47683: 166 3 10" SE 472.8��
sr�
(5)"'S X 476 32
�75.98
4 �Qlw FL
1475.93 475.38 �'-�47 7� FL 10
475.57 4 59 2
475.13 S Ll 1) I'N.G �,,GAT&,_-_�
2 476.30
A 0Aw A7�§�2475.6f x WW >_
477.35
F
F
L
E
W
•13 a
CURB INLET C�l
FL 471.
7
47s-rx,FLOW '1'/6-_1 FL 8 1 .
.4
PREvmn6
5- DEM 7
;47 It
SIGN I N gg 471 74 FL 6" ST 473.54
'Do
x �!!,7t 47 24
CATCH B4
475.45 5�0�
TC
FL 15" E = 472.53
472.47
FL 15" W
IN-_ x 5
�:: �� 471.50
�QRATE I I
SWALE
Al ' 'A7 A-7:
x
0 C\j
0
x
n
x
x
476:,,;- '0
0 CAT r�BAsIN
C G� R
ATE- 474,�8
FL
-47, 28' z
.R 10" N
'475.79,
:,i pi.':z LEGEND
x J;
x x
x
k19MAP 17-02-30-43
TAX LOT 6401
"1 `475
EXISTING
BUILDING
7943
479,37 DENOTES EXISTING GRAVEL SURFACE
9.70 '7- -,X- 00P.U.E.
x 479
,Ie
U4
EXISTING BUILDING
0 MAP 17-02-30-43
TAX LOT 6700
AN 2 3 2015
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 11, 2000
MICHAEL R. DAHRENS
60052
RENEWS: 12-31-2015
MW
EN"INEERS.,
CIVIL, STRUCTURAL- BUILDING DESIGN
SURVEYING,, LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
REVISIONS
date by
EXISTING
CONDITIONS
PLAN
job
DENOTES EXISTING RIP -RAP
15-7255
DENOTES EXISTING ASPHALT SURFACE
Je!hM sa
NEG
date
EXISTING DECIDUOUS TREE (SIZE AS NOTED)
6/15/15
checked
+ 476,10
EXISTING SPOT ELEVATION
+ 476.60 TC
EXISTING TOP OF CURB ELEVATION
+ 478.85 TW
EXISTING TOP OF WALL ELEVATION
AN 2 3 2015
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 11, 2000
MICHAEL R. DAHRENS
60052
RENEWS: 12-31-2015
MW
EN"INEERS.,
CIVIL, STRUCTURAL- BUILDING DESIGN
SURVEYING,, LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
REVISIONS
date by
EXISTING
CONDITIONS
PLAN
job
15-7255
drawn
NEG
date
6/15/15
checked
MRD
filed
SHEET
Ir
CD
,n
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
.a ' 'OCD tl• 8'B. b .. d...' 3 d
EXISTING
BUILDING '
CONCRETE BARRIER
fi k S 89*27 0 E 41 56 A
O — \ o CONCRETE BARRIER 3' ' 29.4
i �a !. �»
a w �. a.. a ---
d
5.00' P.U.E.
—�
X X 7.00' P.
U.E.
EXISTING F— -- —
BUILDING
ZDw
MAP 17-02-30-43
TAX LOT 6400
5l TE ,FLAN
5GALE. 1 " = 20'-011
MAP 17-02-30-43
TAX LOT 6401
a I EXISTING BUILDING
o ( MAP 17-02-30-43
TAX LOT 6700
I
CIVIL 5YMDOL5
NEW A5PHAL T
bxi EXI5TINC GRAVEL
EXI STING CONCRETE
'B DOLLARO, 5EE OETAIL V67.0
`c.o. CLEANOUT, SEE OETAIL 4/67.1
Nl� Copy
f0r3--b1)P-q 155U�'v`�
bus-hv� Sc4n��Uc
of
"C O #iv e ofl
PRELIM. �3
NOT FOR CONSTRUCTION
ONLY
J J11
111,
!►2►1'1'1
EN61NEER'S.
CIVIL STRUCTURAL- BUILDING DESIGN
SURVEYING,- LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
. .
(.)
ry
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I REVISIONS
date
M
SITE
DEVELOPMENT
PLAN
job 15-7256
drawn TLM
date 06/23/15
checked
filed
SHEET
00
-- of --
f�
T --=- T 7— T T T.:.. T:—
jST:-- ST S7 Si �.5f -•- —: ST QST .. dT &T . &7 &7 c.
�i —7
CURB INLETWASTE MANHOLE 3
TC = 475.55 RIM = 475.83 ( TC = 475.95 0 I \ TC = 476.59
FL 15" E = 472.60 FL 8" E = 468.34 i FL 12" E = 473.00 FL 12" E = 473.51 3 ��
/FL 12" W = 473.51
z FL 15" W = 472.95 FC -110"75' 4i3 WASTE MANHOLE
FL 15" W = 472.58 FL 8" W = 468.38 ��„, „� � ��.�,m..,. �,�„�w,�.w.���
n.� _ a _ o o_ 0_ L 1r P I C S_ T R E E T �_ 3 _
—��_ _ _ _ — — o� �� RIM 476.88
b — oy� I �C" `8°'NSE, �„0..469.88
°°� �� FL 8” W -" 4'69--:.x,
14
—8•w—w —w —w —w w —w —w w � w 8•w w —w —w —w —w w —w iww —w a"w w �T"w —w —w w —w —w —w —w —8"W—W —S�Yry w —w w ww-__
— 2• GAS —GAS —GHS —GAS —GAS GAS GAS G GAS GAS — — 2• GAS —GAS —GAS —GAS —GAS GAS GAS — GAS o GAS a— GAS —GAS — 2" GAS GAS —+- GAS —GAS O 3 3 a Wim— \
— 24• w W W— W -=GAS:
W W W— W W— W - 24' W W— W — W — W — W W W— W W— W z4" W— W — W — W — W w— W — W — W W z4• w W— W \�W W— Vr — W W 24" W �' '_W�- W — W — W..: W— W — W W 24" W-
3 8
w
,
w
sj
Sr . Si 5T ..:.. „ ... .. .
,
—
T
z.
0
w. .
lj WW —8• Ww — W' l Y/N ' ww — - ... c d . .. ;, WW WW.. WW .8"
a OHW OHW OHWKr OHW W�067W,-i'
WA{ off 1 �!— GHW— 0 w— GHw— oHw OFIW— OHW— OHW 0 OHW 0 _ oHW— oHw— 0 _ _ OHW— OHW— OHW— OHW OHW OHW OHV/— OH1Y OHW 0 (5)WM'S
n
zt3 r ----
I'll,
3 M� 89'57' 13" 319.97 E0*----
..........
* 2"
ayn,
,. ., .. to
X X . X—�-->�y{y�X------.X------. z" C �z �'
SLIDING GAT Q /SLIDING GATE 1 oyk X-- �x URVE Cl
000
CURB INLET. � • a o 0 0 0 0 0 o a o 0 0 0 _
B �� '�� / _ oma\— �X��
TC = 475.45 3 s �E / BACKFLOW ow '" o / / / oNW
FL 15" E = 472.53 N ! PREVENTION oNw — — -��x _--,1 " `"� iz ..:
N a ( DEVICE I / \ o w x�- X wM \, o
FL 15 W 472.47 �� � 9 I I � I 1 ' � , �...��°' I a _ R � I � � � � 1 i
4
n
�r
I
0-
n
EXISTING
BUILDING
G
7
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
MAP 17-02-30-43
TAX LOT 6400
UTl L 1 TY FLAN
5GALB: 1 " = 20,_x„
IV
N
MAP 17-02-30-43
TAX LOT 6401
I EXISTING BUILDING
o ( MAP 17-02-30-43
( TAX LOT 6700
UTILIES 5YMBOL5
E NEW UNDERGROUND ELECTRICAL
LINE5, PER ELECTRICAL OE516NIBUILO
G NEW 6A5 LINE
ST NEW 5TORMWATER LINE
W NEW WATER LINE, VERIFY 51ZE WITH
PLUMBING OE3167N/BUIL0.
WW NEIN WASTEWATER LINE
NEW TELEPHONE LINE, PER
T ELECTRICAL OE-516N/BUILD
GRAVEL
EXI5T1 NG CONCRETE
BOLLARD, 5EE DETAIL X/XXX
'C.O. CLEANOUT, 5EE DEVIL X/XXX
UTI L I ES 5'rMBOL S
CONSTRUCT 6" WASTEWATER LINE.
O2 CONSTRUCT 2" WATER LINE TO......
CONSTRUCT 6" EIRE LINE.
OCONSTRUCT EIRE VAULT PER DETAIL
X/XXX.
OCONSTRUCT FOC.
OCONSTRUCT 2" ELECTRICAL CONDUIT.
VERIFY WITH OE516NIBUILO ELECTRICAL
CONTRACTOR.
OGONSTRUCT UNDERGROUND TELEPHONE
GONOUI T.
OCONSTRUCT I" NATURAL 6A5 LINE
(VERIFY WITH GAS COMPANY AND
OE516NIBUILO MECHANICAL
CONTRACTOR)
OFROF03EO NATURAL 6A5 METER.
(VERIFY WITH GA5 COMPANY AND
OESIGNIBUILO MECHANICAL
CONTRACTOR)
10 CONSTRUCT 2" FRE53URIZEO WASTE
WATER LINE.
11 CONSTRUCT NEW ELECTRICAL METER.
12 GONSTRUCT CATCH BASIN TO
5TORMWATER, 5EE OETAILX/XXX.
13 CONSTRUCT 6" STORM WATER LINE.
14 CONSTRUCT NEW EIRE HYDRANT.
�i �G CV9
j505 IWUM
��t5U 5G% iL1�
IN 2 34 2015
PRELIM.
NOT FOR CONSTRUCTION
ONLY
EN61NEER&C
CIVIL -STRUCTURAL- BUILDING DESIGN
SURVEYING LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541)485-8383
FAX (541) 485-8384
www.sswengineers.com
REVISIONS
date by
SITE
UTILITY
PLAN
job 15-7256
drawn TLM
date 06/23/15
checked
filed
SHEET
( ��o 0
C)
ry
0
CY)
LL
CN
z
U)
(D
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•
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C -L
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0
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0
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06
U)
CL
r
00
REVISIONS
date by
SITE
UTILITY
PLAN
job 15-7256
drawn TLM
date 06/23/15
checked
filed
SHEET
( ��o 0
6"
"1y
y
"1y6
66 1" 6y
"^y "1y "1y
06
"1y
pb 06
"16 "1y
91 16 SL GO
"1y b16
e?
"16
1p
"16
)6
y9
"^b44
",(16 F-�QWM
Q 1`ti 6
77.5 Owa 7.73 "� "�h
7SOppb
4iy 90
1.
"
b1y
.��.
Q
, t,
ot., "1
1y �y.'�
^h'��~
O ^ h� 16•
90
'J1, how "�1'�"
y
yy"
"� s���
b15�
e .���•„1������
CURB INLET
„
CURB INLET
R1��9'y
g
"11 m
.
6
,478.41. • 7 . 29 713 a75. 0� _476.4,�.
475.72 4
'476.19- •.478:2 476.5`4..
CURB INLET
WASTE MANHOLE
TC = 475.95
475.11
- ` a 1 ?y�
'�z WM
s P
- ` = 75.98 0 (5)WM'S X 476.32
'^,.....,„....,... ,� 476.09-
.47683
TC = 476.59
1
.. -a,4%
„•..,,
FL
TC = 475.55
15" E = 472.60
RIM = 475.83
FL 8" E = 468.34
FL 12" E = 473.00„
„„
FL 12" E = 473.51
FL
15" W = 472.58
FL 8" W = 468.38
z FL 15" W = 472.95
`476
FL 12" W = 473.51
�
O L Y M P I
C S T�R
E E T
116�Y
b6
WASTE MANHOLE
RIME 476.88
-
- ---
-
w_ -
X
�- p
-
» -469.88
"1yy
b1y1k
a1y9a
b16ys
"16
"16�
FL 8" W _
CURVE C1 DATA
R
= 373.00'
A
= 19 06 15
L
= 124.37
CH
= 123.79'
N
80'29'40" W
.251.,,„...-,.<--'W,....,,....�..._,
""""«
�Cvx aarsszro .a.: s Ear: zi r sm�as .c�<c�ar...
:%z ..azay� ar+�5r
y0
Gt�
h�h6 h"
,��ru.a�rr O��,r 9 b '��r , .
yy yp h" yyyp h16� M Of y1w Q 1 6p6y 6 '
`^ `a•�
.��.
Q
, t,
ot., "1
1 6 "1 1 b11
G
47
161
b10
O ...... ....
. . 475:5.
.
6
,478.41. • 7 . 29 713 a75. 0� _476.4,�.
475.72 4
'476.19- •.478:2 476.5`4..
G
y.yxiw
"'^ "'°°°a,,,
'°13. 4 p
475.11
- ` a 1 ?y�
'�z WM
s P
- ` = 75.98 0 (5)WM'S X 476.32
'^,.....,„....,... ,� 476.09-
.47683
.. -a,4%
„•..,,
.. -
�.�• 476 0 47
L
pb X13" 475.56 475. ; ; + 475.67X p • f " `, sa f 475.38X 475.38 1 w 8 4 `
.�,< >., 475. - X475.93 $9 "fir 47 1 ""-„`".,t? 319.97......,.__.A•74„8 473:72 �5;g `� 2-WX476.77
475.57 `.. .. b1
va, .„eV _ - ..
_,
47 .96.
X X 4 80 X X X - - - -- - - - a 9 - - - X X X --X X 4 XX .59 74 4 1 47625 6
75.07 474.97 47 .42 474.4 474.
75 ry .54 _•jh"--X 2 L :....,..,„.•,.�..�., .. ti
�y a7s.13 a75.1s 1 SLIDING GATE SLIDING GATE `�° 9 -X URV t;. 477 • �G ,
0 0 0 0 a9 E
X
�L o a a o -
0 0 0 / .
•• o 0 0 0 0 1 1 C
o , 6
CURB INLET o " "'~ "1 / x- - 476.30 - _ 1.0,
"' 1 � B b1 y' b b6 b k'I „y .-„-„" 47� 5'� '�-�-^.... 2t:
TC = 475.45 b1`'o blyo i °� b1y a° °475:92 - - - -4 _ 116.
o` 1 BACKFLow /
FL 15" E = 472.53 gj ✓ "� '', - ''4T aiX 476�t" s>>?
6 y �6 6 PREVENTION / y ,,. ,. ...._...... �•--... ,,, '�•., -~.. o 4
b• 1 S O ry
» b � b a 471.96 "`""^--�...,, 474 x w WM `^w. >620,
5 6 _>
- b1 0< 47 y 1 1h DEVICE a� •-3�-�.._......._..,.".. "'"�..,.,. '...,•".✓..._,.,.,. .57�'"�y
FL 15 W - 472.47 e e p ''`7rNom. �> a77a3
X ^ _•_, 1b e1 ". X X �.47r32 _ _ r 41 `� x 476.64
CATCH BA IN s SIGN " 4717a _ - 4u. *-
1 X X X 475 FL 6 ST - 473.54 - _ " ."".1:76'" w ° X477.a1
14 RATE _X74.8.1 e ' • 47 . 2a -- -...` ,,,....... 7 ..
Xo f ( 471.50 471.07 4J 17
475.79
471.63
FL N - 473.7 "1 "1�`X j SWALE � ___ 472 �_�'_,,, '• ., \
0ti I + 1 66 471 7-0- �E- - - 4�1 §Fid A� nh 477.61
6 0. "• b0". ,',`�' 6• �--- 4Z1..2&.w.... 1.: ...,._.-�.-.- - - 6 \S r
6y ry b6 �1 "1 b1 b1 4 .83 472.05 -�f-y ^f
�( _ .. m a
y1h b1y b1 X CO ry ``°
X 1 1yo y _. y- FL._2.._T.=_47Fr:27 ,�' �� p�.
CATCH BAS{N i2 " \ l - _ ', \ A
4j6 475 "1"• X oe k1y hry, \ "16' yF` _ _ _ - - - -�E- - - - - -'- - 475 756
(� GRATE = 474.26 b1y' X b1 a7sss 475.64 x\\�
b... „ : X 9
y eF� 476.8 `476.80: , .:. ':: ' eP b'` `� j
1 =' X 6 .. 472,82..47 .79
1 b- FL 6 SE
y 4U2.77. 478.51
k r b1h 475<88. 1!) .• ..... ...GRA 1y OD
X
FL 472.83 X�� , •,....;., .1 1y'•
,:..TRUCK ...WELL. . -_' .. .. ,, •.:,
6 y. "
B47 n
ry �. b b
b� 472: b` , a,. '. .
4 1y TRASH ENCLOSURE ; : ' . ' a1s.7s b1
b16 X ✓ ti 0 476.48 I
>� 1 1 O
" ph
%'K\6
76.67 / - `J ;'CATCH BASIN
co°. a75sa ' "1 by GELATE - /4%5.19
1 y' 475.33r , J
y yh . o o FL 6,'N 473.99; z
1y' b1h. b1 1h b1h X
b "CO
x75:43 . 4 5.47 ... ..:. ... . . .. .. .. ....... , . .. . , a:c : j �"
O. �.
/ &•. A� i €'. tl e;l I
- U wf�
U �p�me ��61-116 14n
Py 4 L)F fa
-t#
D `. eiv
PRELIM.
NOT FOR CONSTRUCTION
1
l
ONLY
I E E 0"AS
ING
CIVIL -STRUCTURAL- BUILDING DESIGN
SURVEYING o LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541)485-8383
FAX (541) 485-8384
www.sswengineers.com
date by
SITE
GRADING
PLAN
job 15-7256
drawn TLM
date 06/23/15
checked
filed
-- of --
6v'
FLOOR FLAN
5CALE. 313211 = P-0"
N
I
O
O
AM 2 ?015
Originai
PRELIM.
NOT FOR CONSTRUCTIO
ONLY IF
E N 61 NE E R' S.NC
CIVIL,, STRUCTURAL- BUILDING DESIGN
SURVEYING LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
REVISIONS
date
A0 0 M
—M
MAI 11 1L
job
drawn
date
checked
filed
by
15-7256
MAC/RRW
06/22/15
SHEET
L% 0 (B
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Z
CD
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00
REVISIONS
date
A0 0 M
—M
MAI 11 1L
job
drawn
date
checked
filed
by
15-7256
MAC/RRW
06/22/15
SHEET
L% 0 (B
-- of --
+22`—b 114
+22'—b 114
NORTH ELEVATION
5CALE. 3/3211 = V-011
W
XE5T ELEVATION
5CALE. 313211 = /'-0"
5OUTH ELEVATION
SCALE: 3M" = P-0"
W
EA5T ELEVATION
15CALE.- 313211 = V-0"
PRELIM.
PRELIM.
NOT FOR CONSTRUCTION
ONLY
INC
CIVIL � STRUCTURAL- BUILDING DESIGN
SURVEYING z LAND USE PLANNING
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
(541) 485-8383
FAX (541) 485-8384
www.sswengineers.com
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job 15-7256
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es date 06/22/15
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