HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/25/2018-1 0
N I
.1 1
N
OM ELECTRIC
I
7
2" WATER TO BE
-�
8" SAN. SEWER
LOOPED FOR
LEAH D. MEDART
I
m
I 35.70'
34.00'
17-03-36-13;12300
34.00' 46.00'
n
z
w I
a FND 518" RBAR
-
-�
N82'41'47" 188.75'
N��
FND 518" REAR
, m
w ;o
w wmzcnt
I
9016 SF
co
rn :U
5' PUE
cnudl I
-o m
�� I
TRACT A, COMMON SPACE
Lo
to
$
a c"'nWI
z
o
a FND 518" REBAR
46
S89'43'34'W 188.69'
9016 SF
BE
2" vL00PEDATER OFOR
I PARTHAVA BEHESHT NEJAD INTL FOUNDATION I
o
PARTHAVA BEHESHT-NEJAD INTL FDN
Q
17-03-36-13;13903
17-03-36-13;13900
{ 17-03-36-13;13902
N89'42'40"E 183.70
SERVICE TAPS/METERS.
I
35.70'
34.00'
34.00'
34.00'
46.00'
C'
I
-
-I-
I
I
NAT. GAS
-�
EX. TSS
1
EASEMT
p._Li
I
b
1
t
0
Cd
( C
Co
I
LOT 6
�
LOT 7
LOT 8
LOT 9
LOT 10
3035 SF
d
2550 SF
2550 SF
2550 SF
3450 SF
w
1
I
p
�
I
1
z
�m
ci z
I
0
1
I
1
�
I N
I
—
34.00'
34.00'
34.00'
46.00'
N
558"
ss
ss ss ss N89'4233"E
148.00'
0
3
TRACT B, ROAD LOT, COMMON SPACE
a
"
N
ABANDON
& PLUG EX. SS 2960 SF
N
@ MAIN S89#42'34"W
148.00
—
Z
I
34.00'
34.00'
34.00'
46.00'
EX. SSMH
I
o
i
I
N
I
O
o
b
w 9°
m
' (
000
C)0
Z
o I
3
"o00
�T
LOT 3
LOT 3
LOT 3
3450 SF
a m
N
ucl
Z5 0 S
2500 SF
2550 SF
b
I
oui
G
o
!
z
a
ti
Z
-1 0
N I
.1 1
10
5CALE= I"=20'
O 20 40 6 0
OWNER/APPLICANT EMMS DEVELOPMENT, LLC
TAX LOT= 11-03-36-13=12400
STREET ADDRE55= 316 THRU 388 19th STREET
ZONE: LDR
v i
N
I
I
7
2" WATER TO BE
LOOPED FOR
N
I
SERVICE TAPS/METERS.
I 35.70'
34.00'
34.00' 1
34.00' 46.00'
w I
N89'42'40"E 183.70'
-
-�
N��
TRACT A, COMMON SPACE
w wmzcnt
I
9016 SF
co
rn :U
cnudl I
co
N
z
o
a FND 518" REBAR
46
S89'43'34'W 188.69'
FND 5/8" REBAR
I PARTHAVA BEHESHT NEJAD INTL FOUNDATION I
MAVIS A. SCHAAF
PARTHAVA BEHESHT-NEJAD INTL FDN
17-03-36-13;13903
17-03-36-13;13900
{ 17-03-36-13;13902
10
5CALE= I"=20'
O 20 40 6 0
OWNER/APPLICANT EMMS DEVELOPMENT, LLC
TAX LOT= 11-03-36-13=12400
STREET ADDRE55= 316 THRU 388 19th STREET
ZONE: LDR
v i
N
I
7
�
I �
N
� I
r- O/H ELECTRIC
i- 10" EX. WATER
VICINITY MAP 16i
0
W
REGISTERED
PROFESSIONAL
SUPIV5YOR
!,. OREGON
JULY 10, 2007
RONALD D. RICE
57233
REN 12-31-I8
E1
3
N LC
LEGEND - EXISTING CONDITIONS z W
o, > o
m
-O- OVERHEAD POWER POLE M
Lo
o
- STREET LIGHT MOUNTED TO POWER POLE z w
Qw WATER METER N v
ABANDONED WATER METER Z N v
WATER VALVE
SANITARY SEWER C/O N $ 0 _
r-
WATER SPIGOT \
25 SANITARY SEWER MANHOLE rn
c� N
er STORM DRAIN MANHOLE � � \ w
V FIRE HYDRANT z w 0
01A PWR OVERHEAD POWER LINES a CD
= Q w
G GAS LINE
H oli WATER LINE (SIZE)
ABANDONED WATER LINE
5T SANITARY SEWER LINE (SIZE) z
$T STORM DRAIN LINE 0
— x -x — FENCE (4' CHAIN LINK) T
FENCE (6' WOOD) �W
1. NO NOTED WATERCOURSE ON SITE. W W
2. NO FEMA FLOOD PLANE OR FLOODWAY ON SITE. 0
3. WELLHEAD TOTZ =10-20 YEAR.
4. SOIL TYPES so
4.1. 98.4% TYPE 32 (COBURG-URBAN LAND COMPLEX) a
4.2. 1.6% TYPE 6 (AWBRIG-URBAN LAND COMPLEX) W
5. DEPTH TO WATER TABLE ESTIMATED AT GREATER THAN 6' W
6. PROPERTY IS CURRENTLY A FLAT VACANT LOT WITH GRASS, w [-1
BLACKBERRY THICKETS, SHRUBS AND NO OTHER 0
STRUCTURES. z
7. THERE ARE NO NATURAL RESOURCE PROTECTION AREAS AS 0
SPECIFIED IN SEC. 4.3-117. V4 'Qj
8. THIS SITE IS SUBJECT TO A BLANKET EASEMENT FOR SAN. pq H
SEWER. THIS BLANKET EASEMENT WILL BE CONVERTED AS A z
SHOWN ON THE DEVELOPMENT DRAWING ATTACHED. r_,
9. NO CUT OR FILL SLOPES ARE TO BE CONSTRUCTED FOR THIS E-4
PROJECT.
Ne- C" �.i
I— �
r�� F -
TW, Datec Received
��kJdtV� ��0�1 �2111�Gt���ei JULui
^ 5 2018 n-
�, PROJECT NO.
of 5 Original SubmiYial M!'
SHEET NO.
TP 1.0
i
T
Q
0
co
T
N
N
ti
c
N
a
F-
a
3
v
N
t0
m
a
co
N
to
O
y
zn
c
0
c
t6
w
U
N
to
'a
S,
OD
0
. cy
y
oG)
to c
w
�Q
m
C> z
t�
0
0
.v
SCALE: 1"=20'
0 20 40 -60
OWNER/APPLICANT: EMMB DEVELOPMENT, LLC
TAX LOT: 1.7-03-36-13:12400
STREET ADDRESS: 316 THRU 388 19th STREET
ZONE: LDR
REMOVE I
DRIVEWAY
APRON n
Zw 1"—N
REMOVE
SIDEWALK 'n
0
I
REMOVE n
DRIVEWAY
APRON I
W #cn
a'
� F
U.2
� to
REMOVE
ABANDONED
WATER METER
W
w
o =' n
inw
�- REMOVE to
DRIVEWAY
APRON 1
I
j
REMOVE
1' DIA TREE v~i
jl
REMOVE
ABANDONED
WATER METER
REMOVE
1' DIA TREE
n'
REMOVE
�II
SIDEWALK n
V4► 1"
40' RNV
REMOVE
DRIVEWAY
APRON
3 I
LEGEND — EXISTING CONDITIONS
-O- OVERHEAD POWER POLE
STREET LIGHT MOUNTED TO POWER POLE
❑w WATER METER
® ABANDONED WATER METER
WATER VALVE
® SANITARY SEWER CIO
WATER SPIGOT
SANITARY SEWER MANHOLE
® STORM DRAIN MANHOLE
FIRE HYDRANT
— o/H PwR — OVERHEAD POWER LINES
G GAS LINE
W 10" WATER LINE (SIZE)
w ABANDONED WATER LINE
SS 8" SANITARY SEWER LINE (SIZE)
ST STORM DRAIN LINE
— X —X — FENCE (4' CHAIN LINK)
— 0 —0 — FENCE (6' WOOD)
1. NO NOTED WATERCOURSE ON SITE.
2. NO FEMA FLOOD PLANE OR FLOODWAY ON SITE.
3. WELLHEAD TOTZ =10-20 YEAR.
4. SOIL TYPES
4.1. 98.4% TYPE 32 (COBURG-URBAN LAND COMPLEX)
4.2. 1.6% TYPE 6 (AWBRIG-URBAN LAND COMPLEX)
5. DEPTH TO WATER TABLE ESTIMATED AT GREATER THAN 6'
6. PROPERTY IS CURRENTLY A FLAT VACANT LOT WITH GRASS,
BLACKBERRY THICKETS, SHRUBS AND NO OTHER
STRUCTURES.
7. THERE ARE NO NATURAL RESOURCE PROTECTION AREAS AS
SPECIFIED IN SEC. 4.3-117.
8. THIS SITE IS SUBJECT TO A BLANKET EASEMENT FOR SAN.
SEWER. THIS BLANKET EASEMENT WILL BE CONVERTED AS
SHOWN ON THE DEVELOPMENT DRAWING ATTACHED
9. THIS SITE IS NOT NEAR ANY CITY OR LOCAL GOVERNMENT
BOUNDARY..
fl�Q'
glh�
Jvb��v�skuf\ l-wMvt
fGr1 V'YlcWh"
Fo 2- oq 5
ose c; St _ 51
12
�St Fst v
N
r Z
F St
_-Est ESi
x _.ESt.
S3 50
SITE LOCATION o
t St
a z
n N
s St
x i9 10
ASt
Id
AStol
.. _
» �
52
+ t26 + Aster St..
VICINITY MAP JUL 252018
PROF
�f'sSj�
1S 42� 1 ill
i OREGON
''A !7 2
.0 9R\G�
EXP. 12/31/18
z
O
V)
Ci
zt
to �
J
F-
n=
z
om
W
3
O
O
a
c-,
!
-o
y
m
W52
cz
mN
o
z
o
Y
Ww
•pp
Zca�W-i
L
0
N
1
rn
z �
N
w Z
t\o
w
LLJZz
Ws
Q
w
Lrj
J
F-
H
V
F-
W
�-..
O
w
a
i
!
cn
t_
W52
•pp
1
Lrj
J
F-
H
V
F-
W
�-..
O
w
a
cn
PROJECT NO.
W52
SHEET NO.
TP2oO
01
ami
0
N
N
C
c+i
a.
3
43
U
C0
0
N
0
�3
0
c
W
w
U
N
�o
U)
0
SCALE: ,
• 41 • it,
OWNER/APPLICANT EMMB DEVELOPMENT, LLC
TAX LOT: 17-03-36-13:12400
STREET ADDRESS: 316 THRU 388 19th STREET (EVEN)
ZONE: LDR
AIA0TL1 OAI C AOOAO VITAC fTU1l IA%101 \AAV\
@ 4' O/C. USE DWARF (4' MAX) IN FRONT YARD
SET BACK (16')
REPLACE
CURB @
EX. APRONS
I
REPLACE
CURB @
EX. APRONS
�E
W
W
E
-W
Rr
�.
iin
I�
n.
0
1 1111
�— REPLACE if
EX. SIDEWALK i
MATCH EX. WIDTH r
lO
I
- NEW DRIVEWAY APRON
SPRINGFIELD
DETAIL 3-21
1 1 Il"
VISION TRIANGLE
I 0-
0-
0 O
r- STREET TREES @
30' SPACING
PACIFIC DOGWOOD
"CORNUS NUTTALLII"
REPLACE
CURB @
EX. APRONS
I
Ila
lin
IIS
PRpFFS�
LEGEND SITE DEVELOPMENT/19
-U- EX. OVERHEAD POWER POLE OREGON
--- EX. STREET LIGHT MOUNTED TO POWER POLE 2s.
— O/H PWR — EX. OVERHEAD POWER LINES �itrq D O •
-X — x - EX. FENCE (4' CHAIN LINK)
-0 —0 - EX. FENCE (6' WOOD) EXP. 12/31/18
1. DESIGN MEETS SOLOR ACCESS REOUIRMENT.
2. NEAREST LTD BUS STOPS ARE LOCATED AT 18th & MAIN AND
AT 20th & MAIN.
3. NO NOTED WATERCOURSE ON SITE.
4. NO FEMA FLOODPLANE OR FLOODWAY ON SITE.
5. WELLHEAD TOTZ =10-20 YEAR.
6. SOIL TYPES
6.1. 98.4% TYPE 32 (COBURG-URBAN LAND COMPLEX)
6.2. 1.6% TYPE 6 (AWBRIG-URBAN LAND COMPLEX)
7. DEPTH TO WATER TABLE ESTIMATED AT GREATER THEN 4'
6. PROPERTY IS CURRENTLY A FLAT VACANT LOT WITH GRASS,
BLACKBERRY THICKETS, SHRUBS AND NO OTHER
STRUCTURES.
40,245 - SF 100% TOTAL AREA OF ALL LOTS
7,990 - SF 19.7% HOUSES AND SHEDS
7,161- SF 17.8% CEMENT SURFACES zz
6,135 - SF 15.2% ASPHALT SURFACES N
19,114 - SF 47.3% OPEN SPACES
z rn
Z o
z@ m ry
• o w
mSN Y
z R� O W
vii v ; 00 =
7)
z \ w
w z CO Z
z z 0
w w
C3 o
W z
00 E-4
W Zr ,
W
o as
W�114
W
zwcq� W 0 HA
EW mcfi �A
" J
Vo � 0` _ �; .
L
w _
PROJECT i
Date Received8052
JUL 2 5 20118 SHEET •
TP3Odgin+' Submittal
l#;
5J
• • •0 roA
OWNER/APPLICANT= EMM3 DEVELOPMENT, LLC
TAX LOT= 11-03-36-1312400
STREET ADDRESS= 316 TNRU 388 19th STREET
(EVEN)
ZONE- LDR
,�ZiGIN���y9
�I I 194 PF �
o LEGEND - UTILITY �„ OREGON --'
.�
h o i - EX. OVERHEAD POWER POLE �OD Z'D99R�G�'
EX. STREET LIGHT MOUNTED TO POWER POLE
nww EX. WATER METER EXP. 12/31 /18
® EX. ABANDONED WATER METER
Y EX. WATER VALVE
iEX. SANITARY SEWER MANHOLE
EX. STORM DRAIN MANHOLE
EX. FIRE HYDRANT
N o PwR EX. OVERHEAD POWER LINES
G EX. GAS LINE
i w 10" EX. WATER LINE (SIZE)
H w EX. ABANDONED WATER LINE
W °- ss an EX. SANITARY SEWER LINE (SIZE)
Fo EX. STORM DRAIN LINE
i NEW WATER METER BY SUB
y NEW WATER VALVE
rC; 1" PVC W/L — NEW WATER LINES (SIZE)
4" PVC S/S NEW SEWER LINES (SIZE) z
® NEW SEWER C/O O
vhi _N
NOTES:
1. ALL WATER LINES TO BE C-900 PVC UNLESS NOTED OTHERWISE.
Z �
N O Z-
w^
i i z m m�
W
N
tfy W
_ til) _
i o^
N� 00 _
o —
a ? \ w
i W (o Z
o c�c�Q w
N ( ? o`S Q W
N
Date Received NO.
JUL 25 201,91
SHEET •
• /
am
w
H
W
z
�®
V
W
A
W
z
w
W
z3
A
Z
w
J
I—
lij
C)
w
~
O
x
w
z
Date Received NO.
JUL 25 201,91
SHEET •
• /
am
w
H
rat
VV
Ii
OWNER/APPLICANT= EMMS DEVELOPMENT, LLC
TAX LOT= 11-03-36-13,12400
STREET ADDRE65: 316 TNRU 388 19th STREET
ZONE= LDR
SCALE= I"=20'
MONI
O 20 40 roo
IN
6'i�
0LEGEND - GRADING & DRAINAGE �;�9 INS °y9�
-O-
EX. OVERHEAD POWER POLE
r_—
3
r
EX. WATER METER
CS
EX. WATER VALVE
o
EX. SANITARY SEWER MANHOLE
®
cI
EX. FIRE HYDRANT
— 0/H PWR --
3
G
n•
W 10"—
EX. WATER LINE (SIZE)
SS &=
W
2"
o
OD
kn
I
o
®
NEW WATER METER (BY SUB)
DW4
NEW WATER VALVE
NEW WATER LINES
NEW SEWER LINES
�m
NEW SEWER CIO
N
NEW DOWN SPOUTS
6'i�
0LEGEND - GRADING & DRAINAGE �;�9 INS °y9�
-O-
EX. OVERHEAD POWER POLE
r_—
EX. STREET LIGHT MOUNTED TO POWER POLE
❑w
EX. WATER METER
CS
EX. WATER VALVE
EX. SANITARY SEWER MANHOLE
®
EX. STORM DRAIN MANHOLE
EX. FIRE HYDRANT
— 0/H PWR --
EX. OVERHEAD POWER LINES
G
EX. GAS LINE
W 10"—
EX. WATER LINE (SIZE)
SS &=
EX. SANITARY SEWER LINE (SIZE)
ST
EX. STORM DRAIN LINE
OD
EX. CONTOUR (1' INTERVAL) wl ELEV.
NEW CONTOUR (V INTERVAL) wl ELEV.
®
NEW WATER METER (BY SUB)
DW4
NEW WATER VALVE
NEW WATER LINES
NEW SEWER LINES
NEW SEWER CIO
STORM DRAIN (SIZE)
NEW DOWN SPOUTS
cfl
GRADE DIRECTION
LOW POINT
w
IN I FILTRATION BASIN (SIZE) - SEE DETAIL
NOTES:
1. INFILTRATION BASIN OVERFLOW TO DRAIN TO STREET.
2. DOWN SPOUTS TO DRAIN TO SPLASH BLOCK. GRADE FROM SPLASH
BLOCK TO INFILTRATION BASINS
OVERFLOW-
■OVERFLOW
ELEVATION
6- LIN
a�
WIN
SUB -GRADE OR'":--" Ti
D(InNG SOIL
OVERFLOW TO APPROVEDJ PERFORATED PIPE TO RUN
POINT OF DISCHARGE THE LENGTH OF PLANTER
24" MIN WIDTI+-
1. Provide pro n from all equipment sftgfng,
.13rain io(
and foot traffic in proposed infiltration areas prior to, during,
and after construction. 7. Separation between drain rock: Drain rock shalt be separated
from sand layer and surrounding sold by a geotextile fitter
2. Dimensions: fabric
a. VVdth: 24' minimum.
b. Depth: 6" minimum 8. Fitter sand:
c. Slope: 0.5% or less a. 18' minimum.
b. See sand specification In SWMM.
3. Setbacks (from centerline off):
a. infiltration sand filters must be 10' from foundations 9. Sand fitter walls:
and 5' from property lines. Filtration sand filters do a. Material shall be stone, brick, concrete, wood, or
not have setbacks with an approved waterproof other durable material (no chemically treated wood).
liner. b. Fitter wails built into foundation walls shall be shown
on building plans.
10. Waterproof liner (where required): Shall be 30 mit PVC or
equivalent.
11. install washed pea gravel or river rock to transition from inlet
or splash pad to growing medium.
DOWNSPOUT OR OTHER
f CONVEYANCE SYSTEM
STRUCTURAL WALLS
FILTER FABRIC
DRAIN ROCK
4. Overflow:
a. Overflows are required to an approved point of
discharge.
b. Inlet elevation must allow for 2` of freeboard,
minimum.
5. Piping: Minimum 3" pipe required for up to 1,500 sq ft of
impervious area, otherwise 4` min. Piping material, slopes
and Installation shall follow the Uniform Plumbing Code.
I
CITY OF FILTRATION SAND FILTER DATE 1212 ME s
EUGENE, OREGON ow+wNev sNG
DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS
ENGINEERING DIVISION
FIV Wv�
000i3u--I yPa
�ubd'�vi��o,� TeXrtc�li�
�Gur\ �1c�ih
5 of
t
'p0,
tigCD D• �`
EXP. 12/31/18
W hrr+•��1
00
V
W Z
W
O p.,
19W
W �+
z w E0
W 0 z0
AZ W
H
Vj � V1 V
J
F_ J
H
UUj
~
O w
PROJECT NO.
M2111�
SHEET NO.
IP580
JUL 2 5 21
Original Submittal
z
� N
kT
3
c3 ktn ^
Z
CS
Zg
C=D
m
,Qyy
m tL
M Lu
2gLLJ
0
m N
z
Y
Z�
�
U")
J
w
OD
Qto ca �
W
cfl
z
Zz
w
�
W
Q
w
W hrr+•��1
00
V
W Z
W
O p.,
19W
W �+
z w E0
W 0 z0
AZ W
H
Vj � V1 V
J
F_ J
H
UUj
~
O w
PROJECT NO.
M2111�
SHEET NO.
IP580
JUL 2 5 21
Original Submittal