HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/22/2022BASE MAP
FOR
WOODLAND RIDGE PHASE
SQUIRREL ST
NW
1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 5, 2022
PUE &6 Slope ESmnt
Inst No. 2020-045188
a
E-1
G-,
In
O�
Z
�--�
G\2
kn
TRACT A
279'
112,704 SF
15' 119'
75'
50' 20' 30, 51•
�/-�
V 1
r�
y
2p
32•
52,
LOT F
1
6016
Lb277 OTs 6
LOT 15 ;t_
sz,
Easement -Water S
�
4541 SF LOT52,
L=371, R=46'
49123EF
Inst No. 2021-0L=371,, 11
L=3T, RST
LOT 13 a
Sz•
LOT 18
5144 Sr
LOT 12 a
10
W
7738 SF
`�'
5162 SI LOT 11 -
52
609
I
________________________________________r
C
Ir�6', R�6'
28' l0'
L=16', A=20'
5162 sF
LOT
s2-
I
I
C�
L=3T,
R=225' 33' "'
5162 SF o0
F
sz
1001
I
L=n', A=225'
S2' n
LOT 9
L____________________
86'
r,
S89°28'22"E 86'
L=ggS R_
'200•
SI' n
5162 SF
52•
Q
Temp Public
LOT 8
L=13',R=175'
S2, ry5162
aF
LOT 7 -
Turnaround Esmnt
e0259
3Fn
40' 4r
s2 r
5162SF
LOT6
Inst No. 2020-045189
L=16',
A=20'
0 5,
�
t
VIE
H5162
SF
LOT 5
r7006SF
••tlsZ•
r
5293 SA
loa'
5753�'s•,s„
LOT1,S0•
9313 SP
L �
LOT 22
LOT 23
c 52•
52'
44
C�
LOT 20
'$
7877 SF
a
5504 SF
LOT
F
�^
6472 SP
24 SFF
(c $'
L=44', R=125'
d
50'
60' n
W
LOT 25
sz.
.�
1
5571 SF
LOT 26
,�
> 52'
t$!
V 1
108'
'^ 72'
13'
5619 SF LOT 27
y 85'
3R,
�„ 5321 SF
�v 52,
A,•�o !�%
LOT3
L
LOT V0"
LOT 21
s
sr2,
i�
5064 SF 8
5914 SF
6402 SF
5)'
LOT 28
tid
J
Qa
09'
J< s2
TRACTB
13.456 SF
52' 50
6801 SF
LOT 29
7708 SP
L�3', R-75 L=IO', 75'
t
L=6', A=125' �� N
LOT 30
,8 X35'
2Y
q0• L
k �89'Ro
N 928 SF
-
LOT 31
l ti
$?" ��;
133'
114'
�o
_
- 7736 SF
—
lam'
N89°2a'22'W248'
HOLLYSTREET
N- LOT 32
1�
115' 90'
50'
-' 'y' 7580 SF
N89°55'38"E 05'
<,
LOT 4
6571 SF
PHA9 SE 3
F -
R`
22', A=125'
LOT 33 0
25'
40' tr3t, 420' 40'
2�
p
50'
5281 SF N
RS,
�y
—
50'LOT
S0
34
P,
LOT 48
m 4863 SF
LOT 35 9
LOT 36 LOT 37
0
8787 SF
50' -
4954 SP
5914 8F 5914 SF
F
o
e
LOT 47
50,
8743 SF
-
Rj
6 LOT
50'
60' ¢
DRAFT
$ 8494 SFF
LOT 45
f
c
_ 805] SF
LOT 44
�C h 7736 SF
a
H
ti
REGISTERED
PROFESSIONAL
ape
LOT 43
a 7157 SPa
'9'
LAND SURVEYOR
LOT 42
y
5625 SF
LOT 41
LOT 40 °�° LOT 39 LOT 38
5032 SF
5914 SP 5914 SF ? 5000 SFmmow
L1sy,
JUNE 10, 2014
RY20,
c
t�
DAVID LEE SCHLOSSER JR.
f2
99'Raz�
N'•R=170'
8' 50'
S0'
S0' 50'
50'
L}/
40' Q. 50'
72617
RENEWS: 06/30/2022
j
Aad
348'
140'
TRACTIC
r
HOLLY STREET
S89°55'38^W 4a8'
137,465 SF
236'
50'
50' 50' 50' 50'
=
SCALE 1" 50'
- LOT 50 LOT - LOT 52 - LOT - LOT
? 5000 SF � 5000 SF $ 5000 SP 5000 SPF ? 5000 SF
ILII ILII
a
720 NW 4TH STREET CORVALLIS, OR 97330
�.�
(541) 757-9050 FAX (541) 757-7578
w .northstarsurveyingxom
i
METRO PLANNING, INC
846 A STREET
Z
SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING
NUMBER
541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
30B No. 21-o01c
PLOTTER: HP DESIGN JET 430
INK: HP 51640A
MEDIA: 36# BOND RIJB24-36
_
BASE MAP
FOR
WOODLAND RIDGE PHASE
SQUIRREL ST
NW
1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 5, 2022
PUE &6 Slope ESmnt
Inst No. 2020-045188
a
E-1
G-,
In
O�
Z
�--�
G\2
kn
TRACT A
279'
112,704 SF
15' 119'
75'
50' 20' 30, 51•
�/-�
V 1
r�
y
2p
32•
52,
LOT F
1
6016
Lb277 OTs 6
LOT 15 ;t_
sz,
Easement -Water S
�
4541 SF LOT52,
L=371, R=46'
49123EF
Inst No. 2021-0L=371,, 11
L=3T, RST
LOT 13 a
Sz•
LOT 18
5144 Sr
LOT 12 a
10
W
7738 SF
`�'
5162 SI LOT 11 -
52
609
I
________________________________________r
C
Ir�6', R�6'
28' l0'
L=16', A=20'
5162 sF
LOT
s2-
I
I
C�
L=3T,
R=225' 33' "'
5162 SF o0
F
sz
1001
I
L=n', A=225'
S2' n
LOT 9
L____________________
86'
r,
S89°28'22"E 86'
L=ggS R_
'200•
SI' n
5162 SF
52•
Q
Temp Public
LOT 8
L=13',R=175'
S2, ry5162
aF
LOT 7 -
Turnaround Esmnt
e0259
3Fn
40' 4r
s2 r
5162SF
LOT6
Inst No. 2020-045189
L=16',
A=20'
0 5,
�
t
VIE
H5162
SF
LOT 5
r7006SF
••tlsZ•
r
5293 SA
loa'
5753�'s•,s„
LOT1,S0•
9313 SP
L �
LOT 22
LOT 23
c 52•
52'
44
C�
LOT 20
'$
7877 SF
a
5504 SF
LOT
F
�^
6472 SP
24 SFF
(c $'
L=44', R=125'
d
50'
60' n
W
LOT 25
sz.
.�
1
5571 SF
LOT 26
,�
> 52'
t$!
V 1
108'
'^ 72'
13'
5619 SF LOT 27
y 85'
3R,
�„ 5321 SF
�v 52,
A,•�o !�%
LOT3
L
LOT V0"
LOT 21
s
sr2,
i�
5064 SF 8
5914 SF
6402 SF
5)'
LOT 28
tid
J
Qa
09'
J< s2
TRACTB
13.456 SF
52' 50
6801 SF
LOT 29
7708 SP
L�3', R-75 L=IO', 75'
t
L=6', A=125' �� N
LOT 30
,8 X35'
2Y
q0• L
k �89'Ro
N 928 SF
-
LOT 31
l ti
$?" ��;
133'
114'
�o
_
- 7736 SF
—
lam'
N89°2a'22'W248'
HOLLYSTREET
N- LOT 32
1�
115' 90'
50'
-' 'y' 7580 SF
N89°55'38"E 05'
<,
LOT 4
6571 SF
PHA9 SE 3
F -
R`
22', A=125'
LOT 33 0
25'
40' tr3t, 420' 40'
2�
p
50'
5281 SF N
RS,
�y
—
50'LOT
S0
34
P,
LOT 48
m 4863 SF
LOT 35 9
LOT 36 LOT 37
0
8787 SF
50' -
4954 SP
5914 8F 5914 SF
F
o
e
LOT 47
50,
8743 SF
-
Rj
6 LOT
50'
60' ¢
DRAFT
$ 8494 SFF
LOT 45
f
c
_ 805] SF
LOT 44
�C h 7736 SF
a
H
ti
REGISTERED
PROFESSIONAL
ape
LOT 43
a 7157 SPa
'9'
LAND SURVEYOR
LOT 42
y
5625 SF
LOT 41
LOT 40 °�° LOT 39 LOT 38
5032 SF
5914 SP 5914 SF ? 5000 SFmmow
L1sy,
JUNE 10, 2014
RY20,
c
t�
DAVID LEE SCHLOSSER JR.
f2
99'Raz�
N'•R=170'
8' 50'
S0'
S0' 50'
50'
L}/
40' Q. 50'
72617
RENEWS: 06/30/2022
j
Aad
348'
140'
TRACTIC
r
HOLLY STREET
S89°55'38^W 4a8'
137,465 SF
236'
50'
50' 50' 50' 50'
=
SCALE 1" 50'
- LOT 50 LOT - LOT 52 - LOT - LOT
? 5000 SF � 5000 SF $ 5000 SP 5000 SPF ? 5000 SF
ILII ILII
a
720 NW 4TH STREET CORVALLIS, OR 97330
�.�
(541) 757-9050 FAX (541) 757-7578
w .northstarsurveyingxom
i
METRO PLANNING, INC
846 A STREET
Z
SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING
NUMBER
541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
30B No. 21-o01c
PLOTTER: HP DESIGN JET 430
INK: HP 51640A
MEDIA: 36# BOND RIJB24-36
_
J
BASE MAP
FOR
WOODLAND RIDGE PHASE 4
SQUIRREL ST.
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 5, 2022
E
I�
F-4
Q
Ln
Ln
L
DO
C/D
.
Easement -Water SUB
Inst No. 2021-011932
-------------------------�
I
I
I
Temp Public
Turnaround Esmnt
Inst No. 2020-045189
TRACT D
206,239 SF
1455'
75'
50'
50'
50' 50' 50' 50'
50'
50'
50'
50'
50'
50'
50'
50' S0'
50
50'
50'
50'
50'
50' 50' 50' 50' 50'
50'
s0' 50'
LOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
LOT IO
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15 LO I' 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
7385 SF
? 5000 SF
? 5000 SF
-
8 5000 SF $ 5000 SF 5000 SF ? 5000 SF $
5011 SF
-
5040 SF
5076 SF
o 5113 SF
o_ 5149 SF
o_ 5186 SF
_
$ 5222 SF
_
5258 SF 3'_95 SF
_
5331 SF
- 5366 SF
w 5404 SF -
5441 SF
-
5477 SF b
LOT 22 LOT 23 LOT 24 iv LOT 25 ;,, LOT 26
LOT 27
LOT 28 LOT 29 _
-
-
-
-
a
5513 SF - 5550 SF - 5586 SF 5623 SF - 5659 SF
5696 SF
a
5732 SF - 5767 SF
PHASE
4
A
50'
50'
50' 50' 50' 50'
50'
50'
50'
50'
50'
50'
50'
50 10'
1
50'
50'
50'
50'
50'
50' 50' 50' 50' 50'
50'
50'
FIR VIEW
DRIVE
50'
- -
N69°55'38"E 335'
889°14'15'E 620'
•—
——������"�"�"���������"�
889°14'16"E 459'x—�—��"—"�"���������"�
•—
50'
50'
50' 50' 50' 40' U3
i
20' 40'
50'
50'
50'
50'
50'
50' 50'
50'
I
�N4
50'
40' I•
1 3
420' 40'
S0' S0' S0' 50' 50'
50' 75'
I�
LOT 54
LOT 53
LOT 52 LOT 51 _ LOT 50 _ LOT 49
I b
SOOD SF 8
5000 SF 8
5000 SF 8 5000 SF 2 5000 SF _ 5914 SF
Io
LOT 48
o LOT 47
a LOT 46
a LOT 45
a LOT 44
a LOT 43
a LOT 42 _ LOT 41
LOT 40
LOT 39
LOT 38
LOT 37
LOT 36 LOT 35 LOT 34 LOT 33 LOT 32
LOT 31 LOT 30
-
a
5909 SF
4998 SF
4998 SF
- 4998 SF
- 4998 SF
- 4998 SF
- 4998 SP - 4998 SF
=
4998 SF
= 4998 SF
$ 5915 SF
I
8 8 8 4998 SP
DRAFT
5898 SF
4998 SF 4999 SP 4996 SF $_ 4998 SF 8
8
4998 SF 8 7467 SF -
m
REGISTERED
PROFESSIONAL
i
LAND SURVEYOR
AW
oR000rr
SCALE 1" = 50'
JUNE 10, 2014
DAVID LEE SCHLOSSER JR_
72617
RENEWS: 06/30/2022
7 2Q)TFft%E��@T
0
720 NW 4TH STREET CORVALLIS, OR 97330
(541) 757-9050 FAX (541) 757-7578
www. northstarsurveying. com
METRO PLANNING, INC
846 A STREET
97477
SPRINGFIELJOB
CITY OF SPRINGFIELD PLANNING NUMBER
-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
21-OO1C
PLOTTER: HP DESIGN JET 430
INK: HP 51640A MEDIA: 36# BOND RIJB24-36
BASE MAP
FOR
WOODLAND RIDGE PHASE 5
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE
2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 5, 2022
LOT 1
LOT 2
LOT 3
LOT 4 8 LOT 5 LOT6- LOT 7 .
LOT 9 LOT 10 _
LOT 11
LOT 12
LOT 13 LOT 14 LOT 15
5000 SF -
5000 SF -
5000 SF
- 5000 SF - 5914 SF 5868 SF 4922 SF °' ]4885SF
4849SF 4812 SF
4776SF T
4739SF d
_
4703SF a 4667SF a 4630SF
50'
50'
50'
50' 40' L 40 50'
S0' S0'
S
50'
S0' S0' 50'
N89°55'38"E 285'
1189°55'36"6535
iHOLLY STREET
30'
50'
50'
50' 40' L=31, i 4p2A' 40' 50' 50'
50' 50'
S
50'
50' 50' 50'
LOT 30
LOT 29
LOT 28
LOT 27 LOT 26 i LOT 25 LOT 24 LOT 23
LOT 22 LOT 21
LOT 20
LOT 19
LOT 18 LOT 17 LOT 16
_'000 SF a
5000 SF $
5000 SF
$ 5000 SF 8 5914 SF 5914 SF a 5000 SF 5000 SF
5000 SF 8 5000 SF 8
5000 SF $
5000 SF a
5000 SF $ 5000 SF 5000 SF '
POND
-
-
_ _
s �
i
PHASE S
50 1
sn
5a
5a 60' A
r,
z
'l
3 i
LOT 32
o
vi
LOT 33 LOT
TRACTH
7230 SF
F s i
6054 SF 5914 SF
53239 SFLOT
317617SFLill'.
I
R-20'R=46'389°55'38"W230'
YY STREET
29'50' 50' 50'
LOT 40
�sp5,
6884 SF
P LOT 39 LOT 38 LOT 37 LOT 36
4377 SF 8 5000 SF $ 5000 SF a 5049 SF
73`
5v
I
I
SCALE 1" = 60'
Pipeline Esmnt
Inst. No. 2012-066090
i
1
1
4&,4 �%
i
1 Y
`
I
DRAFT
` d 7 '&® jr��
REGISTERED
PROFESSIONAL
(J
WRY
LAND SURVEYOR
-
.
`
JUNEE 4
DAVID SEE sC 201201
HLossER JR.
`
617
I
RENEWS:06/30/2022
U
OEM 0 a
00
0 0
IlrR�
g M Q b CE 7 0 m Q
METRO PLANNING, INC
846 A STREET
0
720 4TH STREET 97330
""`°°`°`°"°
SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING NUMBER
(54) 7 41) 757-75, 8
(541) 757-9050 FAX (541) 757-7578
541-302-9830
ASSESSORS MAP/LOT- 18-02-04-00-02800
omay.norths[arsurvey(ng.com
los No. z]-0010
PLOTTER: HP DESIGN JET 430 INK: HP 5I640A MEDIA: 36# BOND RIJB24-36
BASE MAP
FOR
Du
WOODLAND RIDGE PHASE 6
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M.
' I I^OT 49^
1--A- 48
I LOT 47
I LOT 46
L LOT 45
LOT 444 LOT 43
SPRINGFIELD, LANE COUNTY, OREGON
IT
5315 5F
4470 SF
m 4434 SF
m 4397 5F
8 4393 SF
m 4578 SF - 5006 SF -
`1.V
DATE PREPARED: JANUARY 5, 2022
1 43
y4P
s
50'
50'
L=51',
530'
1- 1, R=530'
19'5111111
N"-5ng-Eng'
USW, 8=530'
. . • _ L=149'.
F1�9bL�'1'64HTEET
•�.�•�•�.
CITY
LI�1ITS
L=52',RJ73
G53', R -0M
a0' L=3r,
Sb
5tl
5tl
�I
LJT,
M
L LOT 35
I I LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 411 LOT 42
5914 SF a
I a 5914 SF
5000 SF
- 5000 SF
- 5000 SF
- 4985 SF
- 4736 SF LOT 42
$ _ 4616 SF
�
Bo'
IEw
3u
3u
6tl
50
5tl
5tl
5tl
50
I�
p'
LOT34
JLOT33
JLOT32 JLOT31
JLOT30
JLOT29 $ LOT283 o. LOT 277 g1LOT 26, BLLOT25 m
IN
I m ILOT 24
,LOT 23
,LOT 22
,LOT 21
,LOT 20
N LOT 19) aLOT 18',
5000 SF
5000 SF
5000 SF 5000 SF
5000 SF
5000 SF 5000 SF 5000 SF 5000 SF - 5914 SF
i 5914 SF
5000 SF
5000 SF
5000 SF
5015 SF
5235 SF 5281 SF
I P
ASE
��
50'
50'
50' 50'
50'
Lam+
S0' S0' S0' 50' 40'
I 40'
so'
so'
50'
a _
_z30.
L=45',
R=530'
L>9', R=53tl
N89 5598E 535• 1
T'89°Ss'36"6336'
•
YWSEET
• •�•
L>T, Ri]J'
P53', R470'
49
5tl
5tl 5tl
N
5tl 5tl 5tl 5tl 5tl
5tl 5tl
5tl
5tl
5tl
I,
-
=
rT,
L -0T,
N
L LOT 1
aL LOT 2
L LOT 3LOT 4
8 $- 8
W
I LOT 5 I LOT 6 a1 LOT 7 1 LOT 8 1 LOT 9
B 8 8 S
1 LOT 10' 1 LOT 11
s k
B I LOT 12
aI LOT 13
8 1 LOT 14
$ 1 LOT 15
1 LOT 16 LOT 17
4952 SF
5000 SF
5000 SF 5000 SF
a
SOOI SF 5001 SF 3 5000 5F 5000 SF 5000 SA
5000 SA 5000 SF
5000 SF
3 5000 SF
5000 SF
4987 SF
4748 SF
a
LOT 17
o^. 5313 SF
5
SU
50' 50'
50' S0' 50' 50' 5P
50' 50'
50'
50'
50'
50'
5P
00'
600'
50
POND #2
Pipeline Esmnt
Inst. No. 2012-066090
1
1
i
TRACTF
/
370,263 SP
I
TRACT F
UAccess
& Maintenan
f lv� /
ASj�o� r! cj�jC
Easement Inst No.
U G B
j1
2012-066091
SCALE V= 60'
_
--------------
------
)
DRAFT
REGISTER
\
FOFESS6RNAL
ND SURVEYOR
-�,
ar+I
JUNE 10, 2014
2 M M M CE 17 0 K 9
O
`. `.
DAVID LEE SCHLOSSER JR.
720 NW 4TH STREET CORVALLiS, OR 97330
5` s`
72 61 7
(541) 757-9050 FAX (541) 757-7578
3` 5\
RENEWS: 06/30/2022
W northstarsurveyfngxom
METRO PLANNING, INC
846 A STREET
""`°°`°`°"° SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING NUMBER
541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
JOB NO. 21-OO1C
PLOTTER: HP DESIGN JET 430 INK: HP 51640A
MEDIA: 36# BOND RIJB24-36
BASE MAP
FOR
WOODLAND RIDGE PHASE 7
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE
2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 5,
2022
TRACTE
54627 SF
392' 50'
50' 50' 50' 50'
142'
LOT 1 a LOT 2_ LOT 3 a LOT 4 b LOT 5
=_
LOT 6
T L 3 0'7
5927 SF = 5958 SF 5980 SF 5996 SF -`•. 6113 SF
19,407 SF -
sa sa sa sa
0
- L=37', R=75'
L_-41', R--75'
76
XX STREET
_• • • � S89°14'15"E 205 � � � � ��•\
5
LOT 7
L=35',
R-76' 6472 SF
50' 50' 50' S4'
112'
I
LOT
SCALE 1" = 50'
LOT 44
6311 SF
6671 SF
N - LOT 43 h LOT 42 b - LOT41
=
6769 SF < 7029 SF < 11,131 SF
I11'
_
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8837 SF
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o LOT 37
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6614 SF
5780 SF r LOT 38
yl
6070 SF 0. -
N .. LOT 39 LOT 40
I
110'
_
6227 SF _ = 9797 SF
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I
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R�3p, S89°55'38"W 6T
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6620 SF
eq 4716 SF LOT 31;,- LOT 30
N
4880 SF
� 5246 SF-
108'
50' 50'
LOT 24 a 50'
-
LOT 13 -
5259 SF-
50' 54,
6481 SF
LOT 25 LOT 26
-
4410 SF 5345 SF
°
a LOT 27
108'
1-45', -530' 5242 SP
- a LOT 28 LOT 29 -
5130 SF 5276 SF
LOT 14
6451 SF
L=29', R=530'
\•
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107'
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G -
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6421 SF
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LOT 22 LOT 19 LOT 18
720 NW 4TH STREET CORVALLIS, OR 97330
7846 SF F 5058 SF - 5410 SF -
N
.
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(541) 757-9050 FAX (541) 757-7578
— LOT
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w .northstarsurveyingxom
7649 SF r N LOT 20
F
7386 SF r
-
-
6323 SF
OREGON
JuNE 10, 2014
19,
DAVID LEE SCCH1 OSSER JR.
METRO PLANNING, INC
7267
RENEWS: 06/30/2022
846 A STREET
SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING NUMBER
541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
JOB NO. 21-OO1C
PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36
BASE MAP
FOR
WOODLAND RIDGE PHASE 8
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
i
DATE PREPARED: JANUARY 5, 2022
E ""1
w
LOT
1 _
LOT 23
6262 SFE"
I
i
_
6370 SF
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05'
50'
55'
105'
LOT 6
I
LOT 22
6243 SF
w
- 7990 SF o_
LOT
LOT $ -
e_
LOT 4
- LOT 3
LOT 27380
7082 SF
e - 6130 SF
6657 SF -
c
104'
I
LOT 21
26'
PHASE 8I
rI
6366 9F
50' 50'
50'
50'
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84'
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9 5000 SF $ 5000 SF g
5000 SF
g 5000 SF b
5414 SF
Access & Maintenance
03'
Easement Inst No.
!
2012-066091
!-
------ LOT 19
50'
------
55'6184
SF
255'
----
---
1
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87,461 SF _----
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SCALE 1" = 50'
REGISTERED
LJ LJ LJ��JJ LJ �JLJ
PROFESSIONAL
a er o a
LAND SURVEYOR
0
720 NW 4TH STREET CORVALLIS, OR 97330
(541) 757-9050 FAX (541) 757-7578
011EOON �,
w .northstamuwyingxom
JUNE 10, 2014
DAVID LEE SCHLOSSER JR.
72617
METRO PLANNING, INC
RENEWS: 06/30/2099
846 ASTREET
..weo-o L°ra�ec SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING NUMBER
541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
JOB NO. 21-OO1C
PLOTTER: HP DESIGN JET 430 INK: HP 51640A
MEDIA: 36# BOND RIJB24-36
EXISTING CONDITIONS
FOR
SUBJECT
WOODLAND RIDGE PHASE 3-8
PROPERTY
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 28, 2022
\Image- ' ' ity-l.jpg
\
\�
VICINITY MAP
NOT TO SCALE
I\
\�
`\
Site Address Project Coordinator
\
I
5410 MT. VERNON DRIVE Metro Planning, Inc.
Springfield, Oregon 97478 KATIE KEIDEL. ASSOCIATE
-----
�\
Property Owner 846AStreet
7477
Or
SpriPH:
SSR M�S, INC ng5d,
8gon 30
PO B2614
Eugene, Oregon 97405
HooTH gra U.
Surveyor
�� -"-
-
-
--
Applicant NORTH STAR SURVEYING, INC
HAYDEN HOMES DAVID SCHLOSSER, PLS
2464 SW GLACIER PLACE, SUITE 110 720 NOW 4TH STREET
REDMOND, OR 97756 CORVALLIS, OR 97330
`.
spin, He.
Engineer
A & O ENGINEERING, LLC
KYLE DEAN MORRIS, PE
_ g
380 Q STREET SUITE 200
SPRINGFIELD, OREGON 97477
PH: 541-302-9790
------
SHEET INDEX
q
d
EXISTING CONDITIONS
\
TENTATIVE SUBDIVISION PLAN PHASE 3
)TENTATIVE
—
D 9D
SUBDIVISION PLAN PHASE 4
C - 2.0 GRADING & STORM WATER DRAINAGE PLAN WEST
C - 2.1 GRADING & STORM WATER DRAINAGE PLAN EAST
C - 2.2 S 518t ST PROFILE
C - 2.3 HOLLY STREET PROFILE
\ ,
C - 3.0 UTILITY PLAN WEST
C-3.1 UTILITY PLAN EAST
C - 4.0 STREET TREE & LIGHTING PLAN WEST
C-4.1 STREET TREE & LIGHTING PLAN EAST
C - 5.0 ROADWAY &PAVING DETAILS
C - 5.1 STORM FACILITY DETAILS
♦� _ - = `
C - 5.2 ROADWAY & PAVING DETAILS
_
_
LZGEND
URBAN
\
I
• .... FUND MONUMENT
cR p�rpX BOU`t'DARY
\
D POIW, NOTHING MOND OR SET
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Os .... COMPARE SEWER MANHOLE (SSMH)
ST.
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l7 .... COMMUNICATIONS PEDESTAL
0 ....POWER POLE
SO
__
0 .... WATER METER
V .... FIRE HYDRANT
0 TREE
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.... SANITARYSEWER
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DRAFT
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REGISTERED
PROFESSIONAL
\
LAND SURVEYOR
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ORTON'
JUNE 10, 2014
DAVID LEE SCHLOSS`R .. K.
7261 ,
SCALE 1"=200'
�� `\
\ `
Orrl�l hrYl RENEWS: 06/30/2022
I�LJIr I�LJI(11LJ�1 I�LJIr
a e o K Q METRO PLANNING, INC
846 A STREET
SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING NUMBER
(54 NW 4TH STREET 41) 757LIS, OR 97330
(541) 757-9050 FAX (541) 757-7578 541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
w .northstarsurveying.Com JOB NO.21-oo1C
PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36
LEGEND RETAINING AALL NOTE: SITE NOTES: GENERAL NOTE: DRAINAGE NOTE:
1. PROPOSED RETAINING WALLS TO BE CONSTRUCTED 1. THE SOIL TYPES ON SITE ARE: 19.3% LINSLAW LOAM, 1. THESE PLANS ARE FOR PLANNING PURPOSES ONLY 1. PROPOSED RETAINING WALLS ALONG LOTS 28-41, 44,
• - BOUNDARY LINE WITH ULTRABLOCKS. 80.5% SALKUM SILTY CLAY LOAM, AND 0.2% COHREPTS AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE 45, 48, AND 49 TO CONNECT BASE -OF -WALL DRAINS
AND UMBREPTS. FIELD. INTO LOT SPECIFIC STORM DRAINAGE SYSTEM.
ADJACENT LOT LINE 2. PROPOSED RETAINING WALLS ALONG LOTS 44,
45, 48, AND 49 TO BE CONSTRUCTED ENTIRELYY 2 THIS SITE IS OUTSIDE THE ZONE OF CONCENTRATION POND NOTES: ADA RAMP NOTE:
WITHIN WITHI
EXISTING CURB THOSE LOT BOUNDARIES. (99 YEAR T.O.T.) AS DELINEATED ON THE WELLHEAD 1. POND AND SWALE TO BE PLANTED TO MEEF CITY OF 1. ADA RAMPS ARE SHOWN FOR REFERENCE. FINAL RAMP
PROTECTION AREAS MAP DATED MAY 2019. SPRINGFIELD STANDARDS. PLANTING PLAN WILL BE DESIGN TO BE COMPLETED DURING THE PIP PROCESS,
8'YI EXISTING WATER LINE 3. RETAINING WALLS TO BE FINALIZED DURING THE PIP PREPARED DURING PIP DESIGN PROCESS.
PROCESS AND DESIGN TO BE COMPLETED BY PROJECT 3. LOT GRADING WILL BE DETERMINED DURING THE PIP
❑W EXISTING WATER METER GEOTCHNICAL ENGINEER. PROCESS.
EXISTING FIRE HYDRANT- _ - 4. INFILTRATION TESTING COMPLETED BY GEOPACIFIC, INC.
7 FOUND THE SOIL WITHIN POND 1 INFILTRATES AT A RATE 1
® EXISTING WATER VALVE P FG=529.11 OF 0 INCHES PER HOUR. TRACT A !1
❑W PROPOSED WATER METER / EG=537.02
P FG=529.54 --_•���- �_ .
® PROPOSED WATER VALVE P FG=529.88 i
* PROPOSED FIRE HYDRANT / EG=536.46 P FG=532.16 ,
+1 LOT n LOT 16 EG=537.06
8"W PROPOSED WATER LINE P FG=529.12 1 bots SF 6273 SF LOT 15 LOT 14 7
EG=531.76 TT 4540 SF 4912 SF LOT 13
8"YlW� EXISTING WASTEWATER LINE & MANHOLE 51 as SF O
P TC=527.54 \ P TC=527.90 LOT 12
8'W4W� PROPOSED WASTEWATER LINE & MANHOLE LOT ,o 5162 SF LOT 11 O
PITC=527.37 - ST MH #9 5162 SF P FG=530.36
12°S ST EXISTING STORM DRAINAGE SYSTEM F q Loi 10 EG=531.38 /
ST MH 5162 SF/
® EXISTING CATCH BASIN I # P CL=527.50 1.17% P TC=529.95 LOT 9
P TC=527.21 - 5162 SF
EXISTING CURB INLET - F 15 ST \ 5162 sF
-12"ST----@ PROPOSED STORM DRAINAGE SYSTEM En LOT 7
LOT 19 \ �� '�-'' ''�''' �_� ^ '' \ 5162 SF LOT
W 6302 SF ` 5162 SF
PROPOSED CURB INLET Z ST CI#9 P TC=527.90 15 ST 0.5� . LOT 5
\
OHU EXISTING OVERHEAD UTILITIES (I.E. ELEC. GRATE= 526.92 a' ST Cl #10 5293 SF LOT 1
TV, PHONE ETC.) GRATE= 526.92 P TC=529.95 Flg ST CI #12 9313 SF j/•
� ^ ' LOT 22 �EfY D GRATE= 528.12
EXISTING STREET LIGHT P TC=523.28 7877 SF I R� • •' LOT 4 ST Cl #17
p,
LOT 20 ' ' ST CI #8 550425F LOT 24 ST MH #10 \' - 15 .ST �0.5�• \ loos SF GRATE= 524.42
EXISTING UTILITY POLE P FG -525.60 6472 SF - :
a EG=525.65 ST Cl #7 GRATE= 520.86 5524 SF`•' j
EXISTING GUY ANCHOR d' GRATE= 520.86 a1 Loi 25� : --. FG=531.91
P =521.2.77 5571 SF
Ed _ _ . y EG=52124. 5619 sF LOT 27
P TC=520.86 py '���� ��.
P FG=523.10 5321 SF PHASE 3 \ LOT 3 LOT 2
1 EG=523.45 ST CI #6 US P TC=520.86 P BL=526.83 #
EXISTING TREES GRATE= 520.27 H - - - - EG=522.13 P TW=526 29 GRATE= 528.20
ST CI 11 \ 6064 sF 6614 SF -
LOT 28
ST MH #7 ` �� TRACT B P BW=516.82 seal SF ST MH #11 _ c
7708 SF ST MH #21 ,� r PTC -529 429 0
^P
.. .. .. ,. .:... , ...:. P TC=516.41 \9 P TW=526.42
PROPOSED 2:1 CUT/FILL SLOPE , a • , \ k P BW=517.39 79283SF
AREA ® EE SHEET C-2.3 0.83 ST CI #4 1 LOT 31 LOT 32 2'� -
��/ � GRADING PROFILE - -m _ GRATE= 516.1 i p BW=516.55 7736 SF 7580 sF I s
12"ST " 15'ST \ ST MH #4
�P TC=515.83 ST MH #20 12"ST77777=1
- PROPOSED ULTRA BLOCK RETAINING^• " •••' LOT 33 \ �.
T
WALL //// / / /// \ LOT 49 P TW -523.82 5281 SF
78 6571 SF P BW 517.86 ST MH #19 \ f
ST MH
45 Sp \ ,P TC=515.56
ABBREVIATION LEGEND - W W
ST MH #s- LOT 3a
4863 SF P TC=527.20
- PROPOSED FLOW DIRECTION EG EXISTING GRADE I W WWW • W " W W . W . W . W y W W ST CI 5 \ P TW=525.76
GRATE= 516.19 P TC=514.85 P BW=518.18
P TC=515.56 \
0.40% PROPOSED SLOPE FIFE FINISH FLOOR ELEVATION W W W PROPOSED RETAINING LOT 35 LOT 36
LOT 48 WALL (670 LF) 4954 SF 5914 SF
AC ASPHALT ELEVATION TW TOP OF WALL �ST W CI W#5. W W W W WETLAND W W W . W W W. W W W W ST MH #3 8787 SF
\ GRATE= 520.27 LOT 47 W W W W W W W W W W W W
BW BACK OF WALK HP HIGH POINT W W W W W W W W W '
\ \ ,TRACT C �CI'a \ 8743 SF
CONC CONCRETE ELEVATION FL FLOW LINE _ W W W W W W W W W W W W J' ST CI #2 Loi a6 aos7 sF P TW=526.58"
\ 8494 SF LOT 45 LOT 44 P BOW=520.22
7736 SF LOT 43
GRATE= 514.00 7157 SF P BW=524.01 LOT ao
ST STORM BOW BOTTOM OF WALL \ I LOT 42 LOT 41 5914 SF
Stormwater Structure Table Stormwater Structure Table Stormwater Structure Table 5625 SF 5032 SF ST CI #16
ST MH STORM MANHOLE T.O.B. TOP OF BANK 1 '
ST CI STORM CURB INLET Structure Name Structure Details Structure Name Structure Details Structure Name Structure Details ST MH #1 ST MH #12 GRATE= 520.50
TC TOP OF CURB ST CI #19 RIM = 530.22 RIM = 514.47 RIM = 518.55 \ \ - - p IC -5100110" INV OUT (S)= 523.41 10" INV IN (N)= 511.61 10" INV IN (N)= 510.42 ST MH #2 .... - - - - -
ST MH #7 10" INV IN (S)= 511.61 ST MH #15 SO" INV IN (S)= 510.42 •'
it
CB CATCH BASIN GRATE RIM - 530.22 12" INV OUT(E)=511.61 12" INV OUT(W)=510.42 P TC --514.31" • `
1011 F
ST CI #20" INV OUT (N)= 523.36 RIM = 529.92 12" INV OUT (E)= 510.42 \ � ST MH #13
StormwaterSWcture Table Stormwater Structure Table W ST CI 41
N
I
SCALE1 "-50
50' 0 50' 100'
w
10 INV OUT (SW)= 511.13
O O
NJO
-
�a
RIM = 512.39
-
21" INV IN (S)- 510.09
21" INV OUT (NW)= 510.09
ST C17 0
p,
INV IN (S)= 522.92
INV OUT 522.92
(E)_
RIM = 530.32
INV IN (W�= 523.32
INV OUT (E)= 523.32
GRATE- 530.22
Z
,.
,.. TRACT D
E•'
-
P
-
/
/
/
�
V
Structure Name
I
w o
Structure Details
% ST MH #22
N
ST CI #9
ST CI
u-
`
#18
GRATE= 524.42
I ST MH #18
LOT 1 LOT 2
7385 SF I 5000 SF
n ST CI #19
GRATE= 530.22
.
1
ST MH 23
= =
10 INV OUT (SW)= 511.13
U
-
ST MH #1
RIM = 512.39
-
21" INV IN (S)- 510.09
21" INV OUT (NW)= 510.09
ST C17 0
p,
INV IN (S)= 522.92
INV OUT 522.92
(E)_
RIM = 530.32
INV IN (W�= 523.32
INV OUT (E)= 523.32
GRATE- 530.22
RIM = 520.84
15" INV IN S - 513.84
()=
10" INV IN (E)= 513.84
10" INV IN (W)= 513.84
15" INV OUT (N)= 513.84
-GRATE= 514.00
W W W W a,
. 20,00' PROPOSED/
W POND ACCESS ROA
W W W
� W W W
\
\
'^'
j.0 -
/r P TC=515 34
-
P
P
E•'
-
P
-
/
/
/
P TC=527.20
U2 F
Structure Name
I
~ toLOT
Structure Details
37 LOT 54
N
ST CI #9
5914 SF 5000 SF
m
ST MH #2
ST MH #17
ST CI #2
RIM = 514.00
10" INV OUT (SW)= 510.37
PROPOSED RETAINING
RIM = 526.92
10" INV OUT (l•V)= 520.90
57 MH #17
WALL (370 LF)
A
RIM = 529.41
15" INV IN (W)= 524.03
15" INV OUT (E)= 524.03
ST MH #3
N
ST CI #3
RIM = 516.19
10" INV OUT (NE)= 510.95
ST CI #11
RIM = 528.20
10" INV OUT (N)= 524.81
P TW=527.42
RIM = 530.13
15" INV IN (5)= 520.19
12" INV IN (W)= 520.19
ST MH #11
P BOW=521.54
N
RIM = 516.19
P BW=524.01
i0
1 OF 11
LOT 39 I LOT 38
5914 SF 5000 SF
ST MH #16
0
f1
^ti
ST CI #15
N
-D
GRATE= 520.50
ST CI #14
GRATE= 519.38
N
y
•:
P TC 521.07 I
= =
10 INV OUT (SW)= 511.13
10 INV OUT (S)= 524.95
( )-
ST MH #1
RIM = 512.39
-
21" INV IN (S)- 510.09
21" INV OUT (NW)= 510.09
ST MH #8
12"
35"
15"
15"
INV IN (S)= 522.92
INV OUT 522.92
(E)_
RIM = 530.32
INV IN (W�= 523.32
INV OUT (E)= 523.32
ST MH #I6
RIM = 520.84
15" INV IN S - 513.84
()=
10" INV IN (E)= 513.84
10" INV IN (W)= 513.84
15" INV OUT (N)= 513.84
-GRATE= 514.00
W W W W a,
. 20,00' PROPOSED/
W POND ACCESS ROA
W W W
� W W W
\
\
'^'
j.0 -
/r P TC=515 34
-
P
P
HOLLY STREET - -
12"ST
' - .: '•� • 4, ,77 - N•':' •"
'-
TC=514.83 N
P TC=516.49
TC=516.1 1 P TC=516.88
PROPOSED POND #1
(SEE SHEET C-5.1 FOR DETAIL)
c
0, PROPOSED ry
\Z5� , SWALE
7
-
P
-
/
/
/
- - -
21 "ST
-- - ^ x: �
P TC=518.20ST
TC -516.68
I ST MH #14
P FG=519.30
LOT 50 I LOT 51 LOT 52
4994 SF 4996 SF 4997 SF
�P FG=519.30
P TC=521.07
12"ST
""
MH #15
ST CI 51
GRATE= 519.38
LOT 53 LOT 54
4998 SF 4999 SF
Structure Name
Structure Details
Structure Name
Structure Details
ST a #1
RIM = 514.00
10" INV OUT (NE)= 510.23
ST CI #9
RIM = 526.92
10" INV OUT (E)= 521.04
ST MH #9
ST MH #2
RIM = 512.47
21" INV IN (SE)= 510.17
18" INV OUT (NW)= 510.17
ST CI #2
RIM = 514.00
10" INV OUT (SW)= 510.37
ST CI #10
RIM = 526.92
10" INV OUT (l•V)= 520.90
57 MH #17
RIM = 525.22
15" INV IN (S)= 518.22
15" INV OUT (N)= 518.22
ST MH #10
RIM = 529.41
15" INV IN (W)= 524.03
15" INV OUT (E)= 524.03
ST MH #3
RIM = 515.75
18" INV IN (SE)= 510.64
18" INV OUT (NW)- 510.64
ST CI #3
RIM = 516.19
10" INV OUT (NE)= 510.95
ST CI #11
RIM = 528.20
10" INV OUT (N)= 524.81
ST MH #18
RIM = 530.13
15" INV IN (5)= 520.19
12" INV IN (W)= 520.19
ST MH #11
RIM = 530.12
12" INV IN (W)= 524.74
-
ST CI #4
RIM = 516.19
ST C7 #12
RIM = 528.12
1 OF 11
RIM = 516.60
18" INV IN SE - 510 86
= =
10 INV OUT (SW)= 511.13
10 INV OUT (S)= 524.95
( )-
10 INV IN (N)- 524.74
d
12 INV IN (N)= 520.19
'j
v
N
O M
ST MH #4
10" INV IN (NE)= 510.86
10" INV IN (SW)= 510.86
15" INV OUT (W)= 510.86
J
Lco
�
12" INV OUT (E)= 520.19
BOW FG=510.00 \
\ \
ST CI #5
RIM = 520.27
10" INV OUT (N)= 511.70
ST Cl #13
RIM = 519.38
10" INV OUT (N)= 510.51
ST MH #12
RIM = 512.49
1Z" INV OUT (E)= 510.96
C'
RIM = 526.76
CU
5yz,z
V
Y
N
N
0
W
g2
ST MH #19
12" INV IN (NW)= 523.55
12" INV OUT (E)= 523.55
BOW FG 508.50
\
ST CI #6
RIM = 520.27
10" INV OUT S - 511 88
ST CI #14
RIM = 519.38
_
RIM = 516.72
15" INV IN E 51102
RIM = 515.73
21" INV IN S 51006
()- 10 INV OUT ST MH #5 ()- ()- - 1
ST MH #13 P BL=519.75
15" INV OUT (W)= 511.02 12" INV IN (14)= 510.06 RIM = 527.08 � ` BOW FG=509.50 \ � / X \P BL=521.35
RIM = 520.86 RIM = 520.50 21" INV OUT E = 510.06 EG=51 1.93
( )- ST MH #20 12" INV IN (NW)= 523.74 \ k \ EG=512.244
ST CT #7 30" INV OUT (E)= 514.96 � CI #15 10" INV OUT (W)= 513.93 RIM = 514.59 12" INV OUT (SE)= 523.74 � BOW FG=509.80
ST MH #6 15" INV IN (E)= 511.45 RIM = 517.92 \ \BW FG=510.00
RIM = 520.86 RIM = 520.50 12" INV IN (W)= 511.45 21" INV IN (W)= 510.29 RIM = 529.55 \ "as \ TRACT C
ST CI #8 10" INV OUT (W)=514.82 ST CT #16 10" INV OUT (E)=514.11 15" INV OUT (N)= 511.45 ST MH #14 12" INV IN (E)= 510.29 ST MH #21 12" INV OUT ( )- SE = BOW FG=508.90
524.07 _ _ \
` � BW FG=510.00
15" INV OUT (N)= 510.29 \ / \
RIM = 536.65
10" INV IN (W)= 520.58
ST MH #22
12" INV IN (E)= 520.58
12" INV OUT (S)= 520.58 �
�
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Stormwater Structure Table
Structure Name
01 -T--
Structure Details
-
= 539.51
ST CI #23RIM
10"
INV OUT (N)= 534.89
-
GRATE= 539.51
= 539.51
ST CI #24RIM
10"
INV OUT (S)= 535.03
LOT 48 LOT 47 LOT 46
5909 SF I 4998 SF
LOT 45
= 557.36
ST CI #27RIM
10"
INV OUT (N)= 554.84
4998 SF
LOT 3
= 557.50
ST CI #28RIM
30"
INV OUT (S)= 554.98
LOT 12 LOT
13
RIM = 537.75
ST MH #24
15"
INV IN (W)= 530.75
17
15"
INV OUT (E)= 530.75
LOT 20
LOT 21 LOT 22
RIM = 541.82
LOT 24rr
15"
INV IN (W)= 534.82
ST MH #25
10"
INV IN (N)= 534.82
5000 SF
10"
INV IN (S)= 534.82
5000 SF 5006 SF 5040 SF
12"
INV OUT (E)=534.82
SF
5222
RIM = 553.49
ST MH #26
12"
INV IN (W)= 546.49
5368 SF
12"
INV OUT (E)= 546.49
LOT 30
RIM = 561.85
LOT 25
12"
INV IN (W)= 554.77
ST MH #27
10"
INV IN (N)= 554.77
4999 SF
10"
INV IN (S)= 554.77
00 o
LEGEND
- • - BOUNDARY LINE 8'WWEXISTING WASTEWATER LINE & MANHOLE
ADJACENT LOT LINE 8"WW---@ PROPOSED WASTEWATER LINE & MANHOLE
EXISTING CURB 12"S $T EXISTING STORM DRAINAGE SYSTEM
8"W EXISTING WATER LINE ® EXISTING CATCH BASIN
0 EXISTING WATER METER EXISTING CURB INLET
xo EXISTING FIRE HYDRANT 12"ST PROPOSED STORM DRAINAGE SYSTEM
Y ST
® EXISTING WATER VALVE PROPOSED CURB INLET
0 PROPOSED WATER METER OHU EXISTING OVERHEAD UTILITIES (I.E. ELEC.
(9 PROPOSED WATER VALVE TV, PHONE ETC.)
4 PROPOSED FIRE HYDRANT EXISTING STREET LIGHT
8"W PROPOSED WATER LINE EXISTING UTILITY POLE
EXISTING GUY ANCHOR
1 EXISTING TREES
i
I(
ABBREVIATION LEGEND
PROPOSED FLOW DIRECTION EG EXISTING GRADE
0.40% PROPOSED SLOPE FIFE FINISH FLOOR ELEVATION
AC ASPHALT ELEVATION TW TOP OF WALL
BW BACK OF WALK HP HIGH POINT
CONC CONCREFE ELEVATION FL FLOW LINE
ST STORM BOW BOTTOM OF WALL
ST MH STORM MANHOLE T.O.B. TOP OF BANK
ST Cl STORM CURB INLET
TC TOP OF CURB
CB CATCH BASIN GRATE
SITE NOTES:
1. THE SOIL TYPES ON SITE ARE: 19.3% LINSLAW LOAM,
80.5% SALKUM SILTY CLAY LOAM, AND 0.2% COHREPTS
AND UMBREPTS.
2. THIS SITE IS OUTSIDE THE ZONE OF CONCENTRATION
(99 YEAR T.O.T.) AS DELINEATED ON THE WELLHEAD
PROTECTION AREAS MAP DATED MAY 2019.
3. LOT GRADING WILL BE DETERMINED DURING THE PIP
PROCESS.
4. INFILTRATION TESTING COMPLETED BY GEOPACIFIC, INC.
FOUND THE SOIL WITHIN POND 1 INFILTRATES AT A RATE
OF 0 INCHES PER HOUR.
GENERAL NOTE:
1. THESE PLANS ARE FOR PLANNING PURPOSES ONLY
AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE
FIELD.
2. TOP OF RIDGE UNE AND FOUNDATION SETBACK UNE
TAKEN FROM PROJECT GEOTECH ENGINEER REPORT. SEE
REPORT FOR FURTHER DETAIL
3. TREES WITHIN FUTURE LOTS ARE PROPOSED TO BE
REMOVED.
RETAINING WALL NOTE:
1. PROPOSED RETAINING WALLS TO BE CONSTRUCTED
WITH ULTRABLOCKS.
2. PROPOSED RETAINING WALLS LOCATED SOUTH OF LOT
BOUNDARIES FOR LOTS 38-48, 30-37, 49-53 TO BE
CONSTRUCTED IN ADVANCE OF FUTURE PHASE
DEVELOPMENT.
DRAINAGE NOTES:
1. PROPOSED RETAINING WALLS SOUTH OF LOT
BOUNDARIES FOR LOTS 38-48, 30-37, AND 49-53 WILL
HAVE DRAINAGE PIPES DAYUGHF FURTHER DOWN HILL
THESE PIPES WILL EVENTUALLY CONNECT INTO
LOT -SPECIFIC STORM DRAINAGE SYSTEMS.
N
5C4LE > =50'
50' 0 50' 100'
0 000 08
0 0 0 0
0 0-1-7)��TOP OF RIDGFr- OO
OF RIDGE O 0 0 W7 -
TOP
0 P FG=560.00 TOP OF RAGE
TOP OF RIDGE P FG=550.00 0 0 0 0 P FG=570.00 I
. Co FOUNDATION _ ...........................
SETBACK LINE
O - --'0-- _
FOUNDATION --- -- (D _ FOUNDATION
0 ----- O --- -----SETBACK LINE-- --- SETBACK LINE -------- ------
ST MH #24 P TC=537.06 I,r: z UCQ
.T
ST Cl #21
GRATE- 537.78
LOT 53 LOT 52 LOT 51 LUI Du U] a
5000 SF 5000 SF 5000 SF 5000 SF LOT 49
5914 SF I b�
P TW=534.23
P BOW=527.81 I is
P BW --532.38
7 PROPOSED RETAINING
WALL (370 LFI) I
ST Cl #23 -
a
N
01 -T--
- LL-
-
I
.. ..............
CITY LIMITS ..................... .. .............................. ..
FUTURE
P CL=544.64
�
-
- -
- - -
-
GRATE= 539.51
W
Cy
0
P TC=556.70
LOT 48 LOT 47 LOT 46
5909 SF I 4998 SF
LOT 45
LOT 44
LOT 43 LOT 42 ST CI #26
40 LOT 39 LOT 38
I
4998 SF
4998 SF
LOT 3
LOT 4 LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10 LOT 11
LOT 12 LOT
13
LOT 14
LOT 15
LOT 16
LOT
17
LOT 18
LOT 19
LOT 20
LOT 21 LOT 22
LdT 3
LOT 24rr
FUTURE
26
.oz
5000 SF
5ST Cl #22 1 SF
5000 SF
5000 SF 5006 SF 5040 SF
5076 SF 5113 SF
5149 SF 5185
SF
5222
c�
5295 SF
5331
SF
5368 SF
5404 SF
5441
LOT 30
LOT 25
LOT LOT 27 LOT 28 LOT 29
SHEET
C-2.1
tL
SF4998 SF
4999 SF
4998 SF
4998 SF
4998 SF
4998 SF
7466 SF
ST C
#2S�
0
5(''
5477 SF 5513 SF
5550 SF
5586 SF
x-5623 SF
5859 SF 5696 SF 5732 SF 5774 SF
GRATE= 539.42
P CL=537.84
ST
MH
#26 GRATE=
555.44
P CL=558.00
P TC_537.06
ST CI
#24
P TC=547.76
P
ASE
4
P TC=556.70
ST CI
#28
P
TC=567.59
-
- - -
GRATE=
539.51
GRATE=
557.50
- -
- - -
-
-
- -
TF
-
-
P TC=570.99
P CL=536.90
ST
MH #25
-
ST
-
- -
_ _
3.25%
-
-
FIR
VIEW
DRIVE
-
12"ST
-
-
C
-cma-
ST MH #24 P TC=537.06 I,r: z UCQ
.T
ST Cl #21
GRATE- 537.78
LOT 53 LOT 52 LOT 51 LUI Du U] a
5000 SF 5000 SF 5000 SF 5000 SF LOT 49
5914 SF I b�
P TW=534.23
P BOW=527.81 I is
P BW --532.38
7 PROPOSED RETAINING
WALL (370 LFI) I
ST Cl #23 -
a
N
01 -T--
- LL-
-
I
.. ..............
CITY LIMITS ..................... .. .............................. ..
FUTURE
P CL=544.64
�
-
- -
- - -
-
GRATE= 539.51
W
P TC=547.76
P TC=556.70
LOT 48 LOT 47 LOT 46
5909 SF I 4998 SF
LOT 45
LOT 44
LOT 43 LOT 42 ST CI #26
40 LOT 39 LOT 38
I
4998 SF
4998 SF
4998 SF
4998 SF 4998 SF gGRATE_
553740 SF 4998 SF 5915 SF
P TW=536.72
�P BOW=530.09
GRATE= 557.36
PROPOSED RETAINING
LF)
P TW=554.03
P BOW=546.811\
P BW=532.38
Q
Y
/WALL (795
P BW=552.48
z
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FUTURE
ulZ
.oz
P CL=526.41
7
I
FUTURE
FUTURE
P TC=527.92
LOT 34
LOT 33
LOT 32
P TC=544.72
1
a
N
01 -T--
- LL-
-
I
.. ..............
CITY LIMITS ..................... .. .............................. ..
FUTURE
P CL=544.64
�
FUTURE
P TC=547.31
..................................................................
TUTURE
..
a
.......................................................
FUTURE]
P CL=525.55
$os2
W
o
ST CI #27
a
ti`7z
P TC=567.59
a
o
P TC=570.99
cCU
O
�
na
'`
GRATE= 557.36
d'
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LOT 37 I LOT 36
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
C'?
SHEET
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tL
SF4998 SF
4999 SF
4998 SF
4998 SF
4998 SF
4998 SF
7466 SF
0
I/589557.38
PP BO
BWW552489
PROPOSED RETAINING
/WALL (450 LF)
P CL=546.06
a
N
rUiUF(L
P TC=525.63\
I
.....................................
FUTURE
P CL=527.84
�
I
.. ..............
CITY LIMITS ..................... .. .............................. ..
FUTURE
P CL=544.64
�
FUTURE
P TC=547.31
..................................................................
TUTURE
..
a
.......................................................
FUTURE]
P CL=525.55
$os2
W
- P TW=567.36
P BOW=560.25
11
........ FUTURE
P TC=557.95
FUTURE
P CL=557.87
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C-2.1
2 OF 11
LEGEND
— • — BOUNDARY LINE
ADJACENT LOT LINE
\\ PROPOSED 2:1 CUT/FILL SLOPE
AREA
PROPOSED ULTRA BLOCK RETAINING
WALL
10 0=1111114
1. ALL TREES WITHIN PROPOSED RIGHT-OF-WAY ARE
TO BE REMOVED TO ACCOMMODATE NEW ROADWAY AND
UTILITIES.
GRADING NOTE:
1. NARROWED STREET AND EXPANDED ROW ARE
PROPOSED IN ORDER TO MATCH EXISTING
ELEVATIONS FOR CUT AND FILLS 2:1 MAX SLOPE
PER GEOTECHNICAL REPORT RECOMMENDATIONS.
2. EARTHWORK FOR CUT/FILL AREAS TO FOLLOW
RECOMMENDATIONS FROM THE PROJECT
GEOTECHNICAL ENGINEER.
n°°
550
545
540
535
530
525
520
515
510
505
500
495
490
485
480
475
n
9
6 M
1
�m �
c p
n
p" IJ �
4
N �
m TC=518.95
N
TC=526.35
PROPOSED \ '\ 7\\ \\ -51
4.42
\ RETAINING WALL
\7=521 03
x \
a 4•
�m
c o
m O
N
.-O
p
e
i.00' 00
PER n TC=523.22 o N a N
O
S 51ST PLACE-
{
7=520.53PROPOSED RETAINING WALL
Ze
s`4> �1
TC=510.48 TC=507.10 — — —
TC=504.30
..
+
.O
d'bo0 °``'Nd
� �g3 � ! I
1 I
N
SCACE' 1"=20'
20' 0 20'
1'Q
gOT '
TC=502.05 TC=501.13
_ 500.35
TC
J ` 500.35
y0o Rrd'1,00
d TC
C9' df, _ to '0 l9`�,d
LoT� T �gss�, r
A4 I
HORIZONTAL SCALE: 1"=20'
20' 0 140'
GENERAL NOTE:
O
c�
0
1. THESE PLANS ARE FOR PLANNING
PURPOSES ONLY
v,
0
AND ARE NOT TO BE USED FOR
CONSTRUCTION IN THE
�
VERTICAL CURVE
(SAG)
FIELD.
�
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LVC=16000
.'
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p
ti
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0
0®
a
+
\
EXISTING GROUNDo
0
o
o
o
0o+
°
TC=528.39
4
30.00' L
EXISTING GROUND
EXISTING GROUND
30.00' R
W
K=2
K=28.20
G1=(+)3.50 %
=(+ )12.00%
240.00'
N~
Ag
p� +
~I
+
a
A
D OWf
-f -
+
D O
CCS
$
N~
Fe o
-i
D
00-
D
n°°
550
545
540
535
530
525
520
515
510
505
500
495
490
485
480
475
n
9
6 M
1
�m �
c p
n
p" IJ �
4
N �
m TC=518.95
N
TC=526.35
PROPOSED \ '\ 7\\ \\ -51
4.42
\ RETAINING WALL
\7=521 03
x \
a 4•
�m
c o
m O
N
.-O
p
e
i.00' 00
PER n TC=523.22 o N a N
O
S 51ST PLACE-
{
7=520.53PROPOSED RETAINING WALL
Ze
s`4> �1
TC=510.48 TC=507.10 — — —
TC=504.30
..
+
.O
d'bo0 °``'Nd
� �g3 � ! I
1 I
N
SCACE' 1"=20'
20' 0 20'
1'Q
gOT '
TC=502.05 TC=501.13
_ 500.35
TC
J ` 500.35
y0o Rrd'1,00
d TC
C9' df, _ to '0 l9`�,d
LoT� T �gss�, r
A4 I
HORIZONTAL SCALE: 1"=20'
20' 0 140'
5+00 4+90 4+60 4+40 4+20 4+00
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
555
550
545
540
535
530
525
520
515
510
505
500
495
490
485
480
475
3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20
S 51ST PLACE
k,b *00 qN
Lop # est 7
Fn
n'
0
40'
N
O
c�
0
�
VERTICAL CURVE
(CREST)
v,
0
�
VERTICAL CURVE
(SAG)
V o.
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m14.K+G12=)112.0
4-
7
Lo
Lo
o
n0'va�
60
G =+).00(%
LVC=16000
.'
()
o
0
o
ti
—
0
0®
a
+
EXISTING GROUNDo
0
o
o
o
0o+
Sta. 3+20.00
TC L/R 0 PVI=526.35
30.00' L
EXISTING GROUND
EXISTING GROUND
30.00' R
W
K=2
K=28.20
G1=(+)3.50 %
=(+ )12.00%
240.00'
N~
N~
$
N~
v
Sta. 1+20,00
PVI=507.10
5+00 4+90 4+60 4+40 4+20 4+00
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
555
550
545
540
535
530
525
520
515
510
505
500
495
490
485
480
475
3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20
S 51ST PLACE
k,b *00 qN
Lop # est 7
Fn
n'
0
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/ I
/ / I
/ � I
� I
J
550
545
540
535
I••0wal
525
515
505
500
-0+20 0+00 0+20 0+40 0+60 0+80 1+00
+ HOLLY STREETS -
LOT 21 °.
saoz SF a TRACT B
(OPEN SPACE)
------------� °---------
�T=525
.4 TC=520.68
• N —
TC=525.47 TC=521.58 TC=520.68 \
TC=523.34
°
"e
/BW FG=520.25 / ,777-
BW FG=516.3
I
o P CL=518.88 c
ro P TC=517.62
i- HOLLY STREET- i— - -
TC=519.01 P TC=517.62
PROPOSED RETAINING WALL
WE / DS TO BE AVOIDED
W W - 11,
N
a
20'
f=
LEGEND
N
SCALE 1"=20'
0 20'
40'
— • — BOUNDARY LINE
ADJACENT LOT LINE
PROPOSED 2:1 CUT/FILL SLOPE
AREA
PROPOSED ULTRA BLOCK RETAINING
WALL
GENERAL NOTE:
1. THESE PLANS ARE FOR PLANNING PURPOSES ONLY
AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE
FIELD.
HORIZONTAL SCALE: 1"=20' PAVING NOTES:
20'0 91), 40 1. EXISTING SIDEWALK PROPOSED TO TRANSITION INTO
SETBACK SIDEWALK BEFORE PROPERTY UNE AS SHOWN.
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
1+20 1+40 1+60 1+80
545 III n
MiW
540
535
530
525
520
515
510
505
500
2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80
N
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a
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LVC=120.00'
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TC L/R ® PVI=522.411
EXISTING GROUND
N
4 OF 11
-�
0
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RIGHT-OF-WAY
EXISTING GROUND
30.00' R
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
1+20 1+40 1+60 1+80
545 III n
MiW
540
535
530
525
520
515
510
505
500
2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80
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SHEET
C-2.3
4 OF 11
GENERAL NOTE:
1. THESE PLANS ARE FOR PLANNING PURPOSES ONLY
AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE
FIELD.
FRANCHISE UTILITY NOTE:
1. ALL FRANCHISE UTILITIES (ELECTRIC, CABLE, PHONE,
AND NATURAL GAS) ARE AVAILABLE TO THE SITE.
2. FRANCHISE UTILITIES ARE SHOWN CONCEPTUALLY ON
SHEETS C-3.0 AND C-3.1. FINAL DESIGN SHALL BE
DESIGNED BY PROVIDERS DURING PUBLIC IMPROVEMENT
REVIEW.
WATER NOTES:
1. WATER SYSTEM AS SHOWN IS CONCEPTUAL. FINAL
DESIGN SHALL BE REVIEWED BY SUB DURING PUBLIC
IMPROVEMENT REVIEW.
LOT 17 LOT 16
6016 SF 6273 SF
Zr
LOT 18
7738 SF
WW MH #9�
w (\
F
d
WLOT 19
6302 SF \
z 1
LOT 20 I
6472 SF 8.00
CONNECTION TO EXISTING P.U.E.
i6" WATER MAIN
- - - CONNECTION TO EXISTING
FRANCHISE UTILITIES
EX7.00' LOT 21
6402 SF
P.U.E.
WW MH #8-
LOT 22
7877 SF
8.00'
I P.U.E.
WASTEWATER NOTES:
1. WASTEWATER SYSTEM INTERNAL TO SITE TO BE
PUBLICLY OWNED AND MAINTAINED.
2. ALL WASTEWATER PIPING LESS THAN 3' IN DEPTH
SHALL BE C900 PVC. ALL OTHER PIPE MATERIAL TO BE
D3034 SDR53.
NATIVE BACKFILL (3/4"-0" CRUSHED
ROCK UNDER PAVING & WALKWAYS)
COMPAPCTED TO 95% T-180 PROCTOR
36"--1
CONTROLLED
BACKFILL
(CLEAN SOIL)
3'CATV
3"TELCO
JOINT UTILITY TRENCH DETAIL
NTS
.'LOT
Wastewater Structure Table
14
Structure Details
Stricture Name
Structure Details
LOT 2 LOT 3
RIM = 510.00
LATERALS) N.T.S.
RIM = 530.72
EX WW MH #1
SUMP = 497.70
SF
= 523.38
8" INV OUT (NE)= 497.70
F;8.00' WW MI-
8" INV IN (W)= 523.38
0
P.U.E.
.U.E.
8" INV OUT (E)= 523.48
U a
14912
LOT 13
RIM IN: 510.61
�
BOUNDARY LINE
' UT�NNN
= 501.65
- - -
RIM = 529.98
5144 SF
8" INV IN (SW)= 501.65WW/4H#11
? 1Co
SUMP = 524.48
8" INV OUT (N)=501.75
8" INV IN (W)= 524.48
EXISTING CURB
Ii1"I
8" INV OUT (E)= 524.58
LOT 12
8°YI
EXISTING WATER LINE
RIM = 516.50
❑W
EXISTING WATER METER
SUMP = 502.37
0
RIM = 530.56
5162 SF
8" INV IN (E)= 502.57
WW MH #12
SUMP = 525.48
x
8" INV IN (S)= 502.37
8" INV IN (W)= 525.48
8" INV OUT (W)=502.57
®
EXISTING WATER VALVE
F
RIM = 529.95
5 OF 11
1
RIM = 516.22
WW MH #13
SUMP = 524.08
❑W
= 503.63
8" INV OUT (SE)= 524.08
WW MH #4SUMP
8" INV IN (E)= 503.63
U1
5914 SF
1• I
-
®
8" INV IN (NW)= 504.13
RIM = 527.38
WW MH #14
SUMP = 523.63
8" INV IN (NW)= 523.73
RIM = 511.80
8"W
= 503.73
m
8" INV OUT (SE)= 523.63
WW MH #5SUMP
8" INV IN (NW)= 504.23
EXISTING WASTEWATER LINE & MANHOLE
I P.U.E.
8"WW�W^WJ
8" INV OUT (SE)= 503.73
RIM = 527.07
LOT 38
v
WW MH #15
SUMP = 523.37
8" INV IN (NW)= 523.47
5914 SF
RIM = 516.12
ST
= 508.45
i���
ft
WW MH #6SUMP
8" INV IN (NW)= 508.55
EXISTING CATCH BASIN
5162 SF
8" INV OUT (SE)= 508.45
RIM = 530.28
SUMP = 522.61
8
RIM = 517.75
WW MH #16
•5162
= 510.08
8" INV OUT (E)= 522.81
SF
8" INV OUT (W)= 510.18
8" INV OUT (S)= 522.61
8" INV OUT (SE)= 510.08
8.00
LOT 7.LOT
'`'��t
RIM IN: 518.33
RIM = 514.94
SUMP = 510.66
WW MH #8SUMP
= 510.84
WW MH #17
8" INV IN (E)= 510.76
8" INV IN (E)= 510.84
`,``i:�'
8" INV OUT (N)= 511.04
8" INV OUT (W)= 510.66
RIM = 530.41
RIM = 536.37
= 522.74
SUMP = 528.21
WW MH #9SUMP
8" INV IN (S)= 522.74
WW MH #18
8" INV IN (W)= 528.21
8" INV OUT (E)= 522.94
8" INV OUT (E)= 528.31
LOT 23
5504 SF
LOT 24
5524 SF
8.00,
LOT 25
LOT 2
5619 SF
LOT 27
PROPOSED
FIRE RANT
1r
.
r
LOT 29
7708 SF
Wastewater Structure Table
Wastewater Structure Table
Structure Name
Structure Details
Stricture Name
Structure Details
LOT 2 LOT 3
RIM = 510.00
LATERALS) N.T.S.
RIM = 530.72
EX WW MH #1
SUMP = 497.70
pWW MH #SOSUMP
= 523.38
8" INV OUT (NE)= 497.70
F;8.00' WW MI-
8" INV IN (W)= 523.38
0
P.U.E.
.U.E.
8" INV OUT (E)= 523.48
U a
°gym° � cam.
I
RIM IN: 510.61
�
BOUNDARY LINE
' UT�NNN
= 501.65
- - -
RIM = 529.98
WW MH #2SUMP
8" INV IN (SW)= 501.65WW/4H#11
? 1Co
SUMP = 524.48
8" INV OUT (N)=501.75
8" INV IN (W)= 524.48
EXISTING CURB
Ii1"I
8" INV OUT (E)= 524.58
81
8°YI
EXISTING WATER LINE
RIM = 516.50
❑W
EXISTING WATER METER
SUMP = 502.37
RIM = 530.56
WW MH #3
8" INV IN (E)= 502.57
WW MH #12
SUMP = 525.48
x
8" INV IN (S)= 502.37
8" INV IN (W)= 525.48
8" INV OUT (W)=502.57
®
EXISTING WATER VALVE
F
RIM = 529.95
5 OF 11
RIM = 516.22
WW MH #13
SUMP = 524.08
❑W
= 503.63
8" INV OUT (SE)= 524.08
WW MH #4SUMP
8" INV IN (E)= 503.63
U1
5914 SF
1• I
5000 SF
®
8" INV IN (NW)= 504.13
RIM = 527.38
WW MH #14
SUMP = 523.63
8" INV IN (NW)= 523.73
RIM = 511.80
8"W
= 503.73
m
8" INV OUT (SE)= 523.63
WW MH #5SUMP
8" INV IN (NW)= 504.23
EXISTING WASTEWATER LINE & MANHOLE
I P.U.E.
8"WW�W^WJ
8" INV OUT (SE)= 503.73
RIM = 527.07
LOT 38
v
WW MH #15
SUMP = 523.37
8" INV IN (NW)= 523.47
5914 SF
RIM = 516.12
ST
= 508.45
8" INV OUT (E)=523.37
WW MH #6SUMP
8" INV IN (NW)= 508.55
EXISTING CATCH BASIN
FIRE HYDRANT
8" INV OUT (SE)= 508.45
RIM = 530.28
SUMP = 522.61
RIM = 517.75
WW MH #16
8" INV IN (W)= 522.81
= 510.08
8" INV OUT (E)= 522.81
WW MH #7SUMP
8" INV OUT (W)= 510.18
8" INV OUT (S)= 522.61
8" INV OUT (SE)= 510.08
RIM IN: 518.33
RIM = 514.94
SUMP = 510.66
WW MH #8SUMP
= 510.84
WW MH #17
8" INV IN (E)= 510.76
8" INV IN (E)= 510.84
8" INV IN (N)= 510.86
8" INV OUT (N)= 511.04
8" INV OUT (W)= 510.66
RIM = 530.41
RIM = 536.37
= 522.74
SUMP = 528.21
WW MH #9SUMP
8" INV IN (S)= 522.74
WW MH #18
8" INV IN (W)= 528.21
8" INV OUT (E)= 522.94
8" INV OUT (E)= 528.31
\ 8.00'
\ P.U.E.
LOT 49
6571 SF
WWW MH #6
\ LOT 48
8787 SF
X44 \\
1-3",1-4'
ELECTRIC
LOT 6
5162 SF
LOT 5
5293 SF
94&�WW
#12 LOT 4
7006 SF
MH #13
LOT 30
7928 SF\�
LOT 31
7736 SF LOT 32
7580 `-
WW MH #14---'
LOT 33
5281 SF
LOT 47
8743 SF
LOT 46
8494 SF LOT 45 LOT 44
8057 SF 7736 SF LOT 43
7157 SF
MH #5
FIRE HYDRANT
VW MH #4
L
I1117ML`1 ODIDIY
\
\ EX WW MH #610612
\ \ \ RIM ELEV.=510.81
\ \ ` 27" FL 97.70
O
\ '127" FL (SW)\ )=497.50
LOT 34
4863 SF
LOT 1
9313 SF
FIRE HYDRANT
LOT 3 LOT 2
5064 SF 5914 SF
-WW MH 115
LOT 35 I LOT 36
4954 SF 5914 SF
LOT 42 LOT 41
5625 SF 5032 SF
WW MH #3�
PROPOSED
14.00' PUBUI
WASTEWATER
EASEMENT
P.U.E. I
LOT 40
5914 SF
711
N
SGU£ 11=50'
50' 0 50' 100'
WAILK MLILK 6 ww
C PROPOSED LATERAL
:., . WATER METER
CHISE
C
20.00'
D/W 10.
D/W
Lz EXISTING CURB INLET
12"ST---@ PROPOSED STORM DRAINAGE SYSTEM
PROPOSED CURB INLET
I
OHU EXISTING OVERHEAD UTILITIES (I.E. ELEC.
TV, PHONE ETC.)
-o EXISTING STREET LIGHT
•- - - - -• r •- - - - -W-EXISTING UTILITY POLE
8.100' EXISTING GUY ANCHOR
P.U.E.
LOT 50 LOT 51 LOT 52 LOT 53 LOT 54
4994 SF 4996 SF 4997 SF 4998 SF 4999 SF \ I EXISTING TREES
I
MH #2
c
N
TYPICAL LOT UTILITY CONFIGURATION DETAIL
LOT 1
LOT 2 LOT 3
(WITHOUT STORM SERVICE
LATERALS) N.T.S.
a
7385 SF
5000 SF 5000 S
LEGEND
�
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F;8.00' WW MI-
�
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0
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.U.E.
y
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_
UTL
- - -
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N
? 1Co
6
Q
Ct
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EXISTING CURB
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81
8°YI
EXISTING WATER LINE
PQ
❑W
EXISTING WATER METER
nna
a
WW MH #16
x
EXISTING FIRE HYDRANT
LjC
®
EXISTING WATER VALVE
F
C-3.0
5 OF 11
LOT 53
❑W
PROPOSED WATER METER
LOT 37LOT
sa 5000 SF
U1
5914 SF
1• I
5000 SF
®
PROPOSED WATER VALVE
•, I
PROPOSED FIRE HYDRANT
8"W
PROPOSED WATER LINE
m
8.00'
8"WW
EXISTING WASTEWATER LINE & MANHOLE
I P.U.E.
8"WW�W^WJ
PROPOSED WASTEWATER LINE & MANHOLE
LOT 39
LOT 38
v
5914 SF
5000 SF12"S
ST
EXISTING STORM DRAINAGE SYSTEM
WW MH #17
PROPOSED
®
EXISTING CATCH BASIN
FIRE HYDRANT
Lz EXISTING CURB INLET
12"ST---@ PROPOSED STORM DRAINAGE SYSTEM
PROPOSED CURB INLET
I
OHU EXISTING OVERHEAD UTILITIES (I.E. ELEC.
TV, PHONE ETC.)
-o EXISTING STREET LIGHT
•- - - - -• r •- - - - -W-EXISTING UTILITY POLE
8.100' EXISTING GUY ANCHOR
P.U.E.
LOT 50 LOT 51 LOT 52 LOT 53 LOT 54
4994 SF 4996 SF 4997 SF 4998 SF 4999 SF \ I EXISTING TREES
I
MH #2
m �z
cc
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W
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6
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cc
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d
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N
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F
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0
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6
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3
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MONOMANIA
SHEET
C-3.0
5 OF 11
O
(%l
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d
c
N
F
0
N
0
�
o
z
N
O
6
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6
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MONOMANIA
SHEET
C-3.0
5 OF 11
Wastewater Structure Table
Structure Name
- - -
Structure Details
LOT 7
EXISTING CURB
RIM = 540.83
EXISTING WATER LINE
❑W
= 533.16
WW MH #19SUMP
8"
INV IN (W)= 533.16
EXISTING WATER VALVE
8"
INV OUT (E)= 533.26
®
PROPOSED WATER VALVE
RIM = 548.55
PROPOSED FIRE HYDRANT
8"W
= 540.78
WW MH #20SUMP
8"
INV IN (W)= 540.78
5000 SF
8"
INV OUT (E)= 540.88
5006 SF
5040 SF
RIM = 557.21
5113 SF
5149 SF
= 549.35
WW MH #21SUMP
8"
INV IN (W)= 549.35
N
8"
INV OUT (E)= 549.45
LOT 22
LOT
RIM = 561.12
LOT 25 LOT 26
LOT 27 LOT 28
= 553.07
WW MH #22SUMP
8"
INV IN (W)= 553.07
8"
INV OUT (E)= 553.17
RIM = 568.23
= 560.18
WW MH #23SUMP
8"
INV IN (W)= 560.18
5441 SF
8"
INV OUT (E)= 560.28
\ "MILK MLILR 0 M7YY
C \ \ PROPOSED LATERAL
WATER METER
..CHISE U7Z \
C
20.00'
D/W 10.00'
20.00' SER
D/W
o
TYPICAL LOT UTILITY CONFIGURATION DETAIL
(WITHOUT STORM SERVICE LATERALS) N.T.S.
NATIVE BACKFILL (3/4"-0° CRUSHED
ROCK UNDER PAVING& WALKWAYS)
COMPAPCTED TO 95% T-180 PROCTOR
FINISHED 36"
GRADE0
M
GAS 1 N
CONTROLLED '
BACKFILL
(CLEAN SOIL) '
3°CAN-3",1-4"
3°TELCO ELECTRIC
JOINT UTILITY TRENCH DETAIL
NTS
® i�.— + —.—
a
GENERAL NOTE:
1. THESE PLANS ARE FOR PLANNING PURPOSES ONLY
AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE
FIELD,
FRANCHISE UTILITY NOTE:
1. ALL FRANCHISE UTILITIES (ELECTRIC, CABLE, PHONE,
AND NATURAL GAS) ARE AVAILABLE TO THE SITE.
2. FRANCHISE UTILITIES ARE SHOWN CONCEPTUALLY ON
SHEETS C-3.0 AND C-3.1. FINAL DESIGN SHALL BE
DESIGNED BY PROVIDERS DURING PUBLIC IMPROVEMENT
REVIEW.
WATER NOTES:
1. WATER SYSTEM AS SHOWN IS CONCEPTUAL. FINAL
DESIGN SHALL BE REVIEWED BY SUB DURING PUBLIC
IMPROVEMENT REVIEW.
WASTEWATER NOTES:
1. WASTEWATER SYSTEM INTERNAL TO SITE TO BE
PUBLICLY OWNED AND MAINTAINED.
2. ALL WASTEWATER PIPING LESS THAN 3' IN DEPTH
SHALL BE C900 PVC. ALL OTHER PIPE MATERIAL TO BE
D3034 SDR53.
LEGEND
8°WW----* EXISTING WASTEWATER LINE & MANHOLE
8"WW--@ PROPOSED WASTEWATER LINE & MANHOLE
12"S ST EXISTING STORM DRAINAGE SYSTEM
If EXISTING CATCH BASIN
K3 EXISTING CURB INLET
—12°ST--@ PROPOSED STORM DRAINAGE SYSTEM
0 PROPOSED CURB INLET
OHU EXISTING OVERHEAD UTILITIES (I.E. ELEC.
TV, PHONE ETC.)
EXISTING STREET LIGHT
-0- EXISTING UTILITY POLE
EXISTING GUY ANCHOR
�\\I1 EXISTING TREES
i
� I(
N
SGU£ 11=50'
50' 0 50' 100'
" 2
BOUNDARY LINE
- - -
ADJACENT LOT LINE
LOT 7
EXISTING CURB
8"W
EXISTING WATER LINE
❑W
EXISTING WATER METER
LOT 13 LOT 14
EXISTING FIRE HYDRANT
®
EXISTING WATER VALVE
❑W
PROPOSED WATER METER
®
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
8"W
PROPOSED WATER LINE
8°WW----* EXISTING WASTEWATER LINE & MANHOLE
8"WW--@ PROPOSED WASTEWATER LINE & MANHOLE
12"S ST EXISTING STORM DRAINAGE SYSTEM
If EXISTING CATCH BASIN
K3 EXISTING CURB INLET
—12°ST--@ PROPOSED STORM DRAINAGE SYSTEM
0 PROPOSED CURB INLET
OHU EXISTING OVERHEAD UTILITIES (I.E. ELEC.
TV, PHONE ETC.)
EXISTING STREET LIGHT
-0- EXISTING UTILITY POLE
EXISTING GUY ANCHOR
�\\I1 EXISTING TREES
i
� I(
N
SGU£ 11=50'
50' 0 50' 100'
" 2
LOT 3
LOT 4
LOT 5 LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13 LOT 14
LOT 15 LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
N
V a
�
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SF
5000 SF
5000 SF
5000 SF 5000 SF
5000 SF
5006 SF
5040 SF
5076 SF
5113 SF
5149 SF
5185 SF 5222 SF
Q
Lla
N
LOT 21
LOT 22
LOT
23 LOT 24
LOT 25 LOT 26
LOT 27 LOT 28
LOT 29
5258 SF 5295 SF
5331 SF
5368 SF
5404 SF
5441 SF
5477 SF
5513 SF
5550
SF 5586 SF
5623 SF 5659 SF
5696 SF 5732 SF
5774 SF
WW MH #18
WW MH #19
SHEET
8.00'
6 OF 11
PROPOSEDP.U.E
PROPO
ED
IRE HYD
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NT
WW MH #20
FIRE H
DRA NT
M
MH #22 WW H
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VAME SIGN 8.00'
P.U.E.
LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 LOT 48
5000 SF 5000 SF 5000 SF 5000 SF 5914 SF S 5909 SF
WW MH #21J —
LOT 47 LOT 41 LOT 45 1 LOT LOT 39 LOT '
4 98 SF I 4 98 SF I 4 98 SF 49984 F 1 LOT 4,1 LOT 42 LOT4 98 SF I 4 98 SF I 4998 S1F I 499LOT8 I 4 98 SF I 5915 3F
WENT
P.U.E.
LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 31
5898 SF 4998 SF 4999 SF 4998 SF 4998 SF 4998 SF 4998 SF
I
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LOT 30
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6 OF 11
EXISTING
LIGHT POLE _ C\2
— mI SCA[£ 7 ""=50'
T
� E p�sTERv � I I I 50" 0 50" 100"
ATION ARE
A �_�, J��_ '.
PROPOSED
® LEGEND
Lor 17 LOT 16 STREET LIGHT
6016 SF 6273 SF LOT 15 LOT 14 D /. ([�`�,�j PROPOSED STREET
/ asao SF 4912 SF LOT 13 TRACT A �7 \ / TREES
X \ 51445144 SF �ttJ/
LOT 18 "r. LOT 12
7738 SF 5162 SF LOT 11 "•!!
\ EXITING TREES
PROPOSED / \ 5162 SF LOT to + TO SBE REMOVED
STREET LIGHT � \ 5162 SF LOT s
20.00' '- � :. �--' 5162 SF '.
\ LOT 8 (b + +PROPOSED PAVING
F\ 5162 SF L B(SEE SHEET C-5.0
/ ., •--" -'. \ . 5162 SB F FOR SECTION DETAIL)
I W LOT 19 LOT s
6302 SF 1 20.00 " i- ` '� 5182 SF
— u,. I +' VISION • - LOT 5 TRACT D PROPOSED STREET
CLEARANCE \ szs3 SF 0LIGHT
TRIANGLE \ 9313 SF PROPOSED
LOT 22 PROPOSED PROPOSED \ STREET LIGHT EXISTING STREET
7877 SF STREET LIGHT LOT 4 LIGHT
LOT 20 LOT 23 STREET LIGHT \
6472 SF � 5504 SF LOT 24 "' \ - \ 7006 SF DOUBLE STREET •'
PROPOSED ' 5524 SF \ NAME SIGN PROPOSED DRIVEWAY
VISION 0 STREET LIGHT LOT 25 \
CLEARANCE y 5571 SF LOT 26 \ PROPOSED PROPOSED
\ " " \ STREET LIGHT
— — TRIANGLE x VISION - PROPOSED 5619 SF LOT 27 \ STREET LIGHT LIGHTING NOTES:
EXISTING PROPOSED rA CLEARANCE STREET LIGHT 5321 SF PHASE 3 \ 1. STREET LIGHTS ON STREETS W/CURBSIDE SIDEWALKS
\ LOT 3 LOT 2 LOT 1 LOT 2 L
LIGHT POLE TRIANGLE 5064 SF 5514 sF 7385 SF I 5000 sF 5c SHALL BE INSTALLED BEHIND WALK AND SHALL HAVE AN
STREET LIGHT .z0.o0 LOT 28 PROPOSED \ ` zo.o0 I VISION 8' MAST ARM.
I 6so1 SF STREET LIGHT '
C, OT 2s , VISION 20:00' 1f CLEARANCE
2. STREET LIGHTS ON STREETS W/OFFSET SIDEWALKS
? 7704 SF CLEARANCE ✓ SHALL BE INSTALLED IN PLANTER AND SHALL HAVE AN
.:.. 20.00 -.,..: :.:.'-. \ -- —--
.. .,'. ..... \ LOT 30
,.. (ANGLE � 6' MAST ARM.
TR
\ 7928 SF LOT 31 \
20.00' _20.00' \ 7736 SF LOT 32 \ 2000' 3. STREET LIGHTING DESIGN TO BE COMPLETED DURING
7580 SF - _ - 20.00' PIP PROCESS.
T � � 20.00' 20.00' � -
` - 4. STREET LIGHTS SHALL HAVE 30' MOUNTING HEIGHT.
. — f sLOT zal sF \ 20.00' -._:
LOT as — "-•�'•.. — — — — - 5. STREET UGHT TYPES SHALL BE AS FOLLOWS:
6571 SF PROPOSED \ PROPOSED STREET LIGHT 1) LOCAL AUTOBAHN SERIES ATBO-P203-MVOLT-R2
. . . . . . . DOUBLE STREET \ PROPOSED STREET LIGHT420.00 I DOUBLE STREET NAME SIGN 2) COLLECTOR: AUTOBAHN SERIES ATBO-P303-MVOLT-R2
NAME SIGN/STOP SIGN STREET LIGHT 4863 SF VISION I E_
j1 W y W W W W W W W W W W W W W y W W W W W W W W I I VISION 'DETAILS SHOWN ON SHEET C-5.2.
oCLEARANCE STREET TREE NOTES:
TRIANGLE 5914 SF TRIANGLE oo1. STREEF TREES INTERIOR TO THE SITE
ARE
LOT 35 LOT 36 I PROPOSED SHOWN FOR REFERENCE AND WILL BE PLANTED
1 LOT 48 4954 SF 5914 SF I DURING INDMDUAL LOT DEVELOPMENT. SPECIES OF
_TR_ A_CT C x787 SF STREET LIGHT TREES TO BE SELECTED FROM CITY OF SPRINGFIELD
DoT a7 VISION I LIST OF APPROVED STREET TREES .
\ 8743
SF CLEARANCE
LOT afi
8494 SF LOT 44 LOT a5 TRIANGLE I I 2. STREEF TREES ALONG COMMON AREAS SHALL
PROPOSED 77365E
8057 SF LOT 43 I BE PLANTED DURING PIP CONSTRUCTION AND SHALL
7157 SF LOT 40 Loi 39 LOT 38 BE INCLUDED WRH PIP DESIGN.
STREET LIGHT LOT 42 LOT 41 914 SF 5514 SF soon cF
\ W W W W W W W PROPOSED 5625 SF 5032 SF VISION 3. STREET TREES SHALL BE PLANTED NO CLOSER
\ STREET LIGHT CLEARANCE THAN 20 FEET FROM STREET UGHTS.
\ \ \ PROPOSED iiO. TRIANGLE
STREET LIGHT o '
PROPOSED 4. STREET TREES LOCATED WITHIN BACK OF CURB
— — — — —STREET LIGHT •, — — — SIDEWALK AREAS SHALL BE PLANTED 2.5 FEEF BEHIND
\ \
HOLLY -STREET
r
\ \ TRACT H
J
P.U.E.• 9.5 FEET BEHIND PROPERTY UNE.
Lit5. STREET TREES SHALL BE PLANTED NO CLOSER
— —20:00' 20.00' THAN 5 FEEF FROM DRIVEWAY APPROACHES AND
UTILNY FEATURES.
6. VISION CLEARANCE AREAS AS SHOWN.
— — 7. DRIVEWAY LOCATIONS ARE SHOWN FOR REFERENCE
DOUBLE STREET ONLY. FINAL LOCATION TO BE DETERMINED DURING
NAME SIGN/STOP SIGN PUBLIC IMPROVEMENT DESIGN.
LOT 50 LOT 51 LOT 52 LOT 53 LOT 54 8. TREES SHALL BE PLANTED AT 30' O.C.
4994 SF 4996 SF 4997 SF 4998 SF 4999 SF
STRIPING NOTES:
1. HOLLY STREET TO HAVE CENTER STRIPING PER DETAIL
1 AND BIKE LANE STRIPING PER DETAIL 6 ON CITY DETAIL
5-21. REFER TO SHEET C-5.2.
TRACT C
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STREET TREE NOTES:
1. STREET TREES INTERIOR TO THE SITE ARE
SHOWN FOR REFERENCE AND WILL BE PLANTED
DURING INDIVIDUAL LOT DEVELOPMENT. SPECIES OF
TREES TO BE SELECTED FROM CITY OF SPRINGFIELD
LIST OF APPROVED STREET TREES .
2. STREET TREES ALONG COMMON AREAS SHALL
BE PLANTED DURING PIP CONSTRUCTION AND SHALL
BE INCLUDED WITH PIP DESIGN.
3. STREET TREES SHALL BE PLANTED NO CLOSER
THAN 20 FEET FROM STREET LIGHTS.
4. STREET TREES LOCATED WITHIN BACK OF CURB
SIDEWALK AREAS SHALL BE PLANTED 2.5 FEET BEHIND
P.U.E., 9.5 FEET BEHIND PROPERTY LINE.
5. STREET TREES SHALL BE PLANTED NO CLOSER
THAN 5 FEET FROM DRIVEWAY APPROACHES AND
UTILITY FEATURES.
6. VISION CLEARANCE AREAS AS SHOWN.
7. DRIVEWAY LOCATIONS ARE SHOWN FOR REFERENCE
ONLY. FINAL LOCATION TO BE DETERMINED DURING
PUBLIC IMPROVEMENT DESIGN.
8. TREES SHALL BE PLANTED AT 30' O.C.
LIGHTING NOTES:
1. STREET LIGHTS ON STREETS W/CURBSIDE SIDEWALKS
SHALL BE INSTALLED BEHIND WALK AND SHALL HAVE AN
8' MAST ARM.
2. STREET LIGHTS ON STREETS W/OFFSET SIDEWALKS
SHALL BE INSTALLED IN PLANTER AND SHALL HAVE AN
6' MAST ARM.
3. STREET LIGHTING DESIGN TO BE COMPLETED DURING
PIP PROCESS.
4. STREET LIGHTS SHALL HAVE 30' MOUNTING HEIGHT.
5. STREET LIGHT TYPES SHALL BE AS FOLLOWS:
1) LOCAL AUTOBAHN SERIES ATBO-P203-MVOLT-R2
2) COLLECTOR: AUTOBAHN SERIES ATBO-P303-MVOLT-R
*DETAILS SHOWN ON SHEET C-5.2.
LEGEND
0 PROPOSED STREET
TREES
PROPOSED PAVING
(SEE SHEET C-5.0
FOR SECTION DETAIL)
PROPOSED STREET
LIGHT
PROPOSED DRIVEWAY
00
O
TREE PRESERVATIONAREA
TRACT D
11
I I I
0 08 0
0 6) 00 0
0 0 0� 0
0 0 0 00000 � , C
0 00
0
_0 00 0
LOT 3
LOT 4
LOT 5 LOT 6
LOT 7
Loi 8
LOT 9 LOT 10 LOT 11
LOT 12
LOT 13 LOT 14
LOT 15 LOT 16 LOT 17
5000 SF
5000 SF
5000 SF 5000 SF
5000 SF
500 SF
5040 SF 5076 SF 5113 SF
5149 SF
5185 SF 5222 SF
5258 SF 5295 SF 5331 SF
I I
y
PROPO
ED
PROPOSED
— —
—
STREET
— —
LIGHT
— STREET LIGHT
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C-4.1
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4—D
—
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-INSTREET
PROPOSED PROPOSED
I
CLEARANCE
z
PROPOSED
3
LIGHT STREET LIGHT
zo.00'..
PROPOSED
TRIANGLE
O
STREET LIGHT
STREET LIGHT
T 53
)0 SF
LOT 52
5000 SF
LOT 51 LOT 50LOT
5000 SF 5000 SF
49 -
LOT 48 LOT 47 LOT 46
LOT 45
LOT 44 LOT 43
LOT 42 LOT LOT 41 1 LOT LOT 40
5914 SF
5909 SF 4998 SF 4998 SF
4998 SF
4998 SF 4998 SF
4998 SF 4
SF
VISIONCLE
PROPOSED STREET LIGHT/
TRI
TRIANGLE GLE
6
DOUBLE STREET NAME SIGN
P.
JL
917
LOT 18 LOT 19 LOT 2D LOT 21
5368 SF 5404 SF 5441 ko 5477 SF
VISION —�
CLEARANCE
TRIANGLE
LOT 39 1 LOT 38
4998 SF 1 5915 SF
LOT 22
5513 SF
N
5C4LE > =50'
50' 0 50' 100'
m
O 0
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0 0
c+a
5558 SF I 5586 LOT 2 F I�623LOT 2 F I 565LOT9 I 5696LOT 27 1 F 570T 28 1 32 SF 570T 29
74 SF
rt-- --1
VISIONPROPOSED
20.00' CLEARANCE STREET LIGHT
TRIANGLE
LOT 37 LOT 36 LOT 35 LOT 34
5898 SF 4998 SF 4999 SF 4998 SF
PROPOS
D STREET
DODUBLLEESTREET NAMES IGN
N
-- --1
PROPOSED
STREET LIGHT
LOT 33 LOT 32 LOT 31
4998 SF 4998 SF 1 4998 SF
LOT 3C
7466 S
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5'
R W
2'
CURB CURB
6' 5.5' 5.5' 5'
02.50' SIDEWALK &CURB STD'
TD CRSHED OWN & CURB SIDEWALK 0.50'
MATCH TO EXISTING 1'5% � 2% 2% _ 1.5%
GROUND ELEVATION
2:1
1' MIN
STD. CURB & GUTTER
28' LOCAL RESIDENTIAL STREET SECTION
NTS
R of R
100 so'
R/W
24 O'
CURB CURB
2' 5.5' 5.5' 2'
SIDEWALK SIDEWALK
2.1 & CURB STD. SHED & CURB 2.1
CROWN
1.5% 27 29 1.5%
1.5:1 1.5:1
1' MIN
STD. CURB & GUTTER
24' LOCAL RESIDENTIAL STREET SECTION
TYPICAL (100'/80' R.O.W.) NTS
R oL R
loo'
R/W
1 M,qy 24100' fWALL
CURB TO CURB
WALL HEIGHT, 2' 5.5' 5.5' 2'VARIES SIDEWALK SIDEWALK4"~_~ & CURB STD. SHED & CURBCROWN
7.
15% 2% 2% 1.5%
1' MIN
STD. CURB & GUTTER
24' LOCAL RESIDENTIAL STREET SECTION
SECTION B -B NTS
?'.....11 'Cm
Hrru�nnLL
KEYED NOTES
R'/
O
4" ASPHALT PAVING -
BICYCLE -
HEET.LANE
6.5'
2" LEVEL 2, 1/2" DENSE HMAC
OVER
5'
2' LEVEL 2, 1/2' DENSE HMAC
SIDEWALK PLANTER
,,. F
O
12" 3/4"-0" CRUSHED ROCK
STD. SHED
2:1
11
NOTES:
O
FABRIC UNDER ROADWAY (LINQ
1. PAVING SHALL BE
MATCH TO EXISTING
GTF OR EQUIVALENT.) IF REQUIRED
COMPACTED TO 92% RICE
GROUND ELEVATION
DUE TO SOFT SPOTS.
DENSITY VALUE.
O
WELL -DRAINED SUB -GRADE
2. CRUSHED ROCK TO BE
\
COMPACTION TO BE APPROVED
COMPACTED TO 95% OF
Q
BY GEOTECHNICAL PROFESSIONAL.
T-180 PROCTER.
6
PAVEMENT SECTION
DETAIL
N
NTS
Hrru�nnLL
V
6'
F11u11
ER DETAIL ON THIS
BICYCLE -
HEET.LANE
6.5'
s'IIA w[[PI RSX suS. y1� p 1 cL6X At '-11
PIPE HILL
�
5'
0
SIDEWALK PLANTER
,,. F
& CURB
STD. SHED
2:1
11
CROWN
1'5%
1 a
MATCH TO EXISTING
GROUND ELEVATION
AONHMssrSUoilNL6Pfl{YIC}I
EMERGE. L
0.2PL1Dtl'IYn xltw
PWL CINIPA:IINI ANT WS d IN IRENT OF PIPE 6
Q
1.5:1
Uzi
\
1' MIN
c�
60'
R/W
CURB TD CURB
24' TRAVEL 6
LANE BICYCLE
LANE
29 2%
36' MINOR COLLECTOR STREET SECTION
HOLLY STREET TYPICAL NTS
6.5' 5'
PLANTER SIDEWALK
& CURB
STD. CURB & GUTTER
R R R
60' 2,
R/W
36'
CURB TI CURB
6 24' TRAVEL 6'
BICYCLE LANE BICYCLE 0.50'
5• 6.5' LANE LANE 6.5' 5• ULTRA BLOCK
0.50' SIDEWALK PLANTER PLANTER SIDEWALK RETAINING WALL
& CURB STD. SHED -
HED & CURB
MATCH TO EXISTING 2.1 CROWN
GROUND ELEVATION 1.5% 1.5%
WHERE THERE'S NO "
RETAINING WALL
2:1
WALL HEIGHT
1' MINVARIES
" 4
STD. CURB & GUTTER
36' MINOR COLLECTOR STREET SECTION
HOLLY STREET SECTION A -A NTS
OD X 0.145" WALL)
NIZED STEEL PIPE TOP RAIL
-11L DIM JwLwLL
(1.9" OD X 0.145" WAL
GALVANIZED STEEL PIPE
0 4'-0" O.C. (MAX)
fY / 0.140" WAT
GX
GALVANIZED PIPE
42" H
A.. 4
SIDEWALK GUARDRAIL DETAIL
N. TS
6"
CURB
SIDEWALK GUARDRAIL EXPANSION JOINT DETAIL
N.T.S
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1/4 -UP NEWLIN WLIY PVL a. 3.ry os"
F- s°yT� x0¢ s 61m -B Rnw LI
7� 1/v' Nemw MwwU y/x" Paows DYPIuU
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EXTRUDED CURB FULL DEPTH CURB
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Q
�\ CONiPAC110N TIANTS
_ 15 FEET OFC, MAN
ON NLN-EYINLIII FORV'TE XCURBIAN I GMOT POOR
1/2 IVCII IDICR PRCFOAMEU EXPAN51T TRAGION
- � ` (oC Pu AI 30 F E Lu Onsuu m corviRacnlN
^s C Lolwrs avo wxea vonuFUT Is arlclrnTm
�
CURB END TREATMENT '°`��C4 - "•'"=� - _ ' +>
'c ANJION JOINT
CURB RADIIS y
{ BE
�4400XX55 pp �pp
LUABIIWT. 1XM iIANS R*/ "� -(21 2< N5 NTF DA. CI E 0 2" O.
12 IMiEOJAEVi EA...IOE ® 12" O.C.
TYPICAL
z
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NOTES
6
Y
" WHERE CONCRETE PAVEMENT WILL BE USED. CONTRACTION JOINTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT
LOCATIONS IN STREET PAVEMENT AND 24"46 REPAIR TIE BARS SHALL BE PLACED IN GREEN CONCRETE,
N
" CURB AND GUTTER SURFACES SHALL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE CURB.
. SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3,000 PSI FIELD STREWED (3,450 PSI LAB STRENGTH) 6.0 SACK MIX
CONCRETE.
+�:
" CURBS AND COMMERCIAL DRIVEWAYS SHALL BE 36N PSI FIELD STRENGTH (4,025 PSI LAB STRENGTH) 63 SACK MIX CONCRETE.
PN�Ffso�
FIELD
CURB &GUTTER
OREGON
Y 15 2oOG�P
`ryA(AN PPS
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OREGON
6kNO
REVISION I DATE BY
APED.
TANDARD
SD AW NG
3-5
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9 OF 11
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PROPOSED SWALE
\ \
PROPRETAIOSED
WALL \ \ \ • S72�
\ \ 51440
OVERFLOW WEIR
B PER DETAIL ON
\ THIS SHEET
\ PROPOSED FLOW
� SPREADER PER • \
DETAIL ON THIS
SHEET
POND #1 PROFILE
NTS
R
DAYLIGHT TO 2.00'
OVERFLOW CONTROL BACK-OF-SIDWALK
STRUCTURE PER CITY 0.50'
STD. DWG 4-1 WITH
PROPOSED ULjRAILOC SLOTTED LID
RETAINING WAL00'
BOTTOM WIDTH VARIES
�1
T.0.6.=514.00
GRATE=513.44.00'
6" ORIFICE FL=512.5
6" ORIFICE FL=509.50
_ FL=510.00
SEE SWALE DETAIL FOR
FL=509.00 DIMENSIONS. FLOWLINE VARIES
DAYLIGHT TO
EXISTING DITCH
POND 1 SECTION B -B
NTS
DETAIL ON THIS
SHEET
2,.00'
N
0
9.00' � /L
12" ST / PROPOS
FL=509.00 REfAININ
N
SCALE- 1 "=20'
20' 0 20' 40'
LANDSCAPE NOTES:
1. SWALE WITHIN BOTTOM OF POND IS PROPOSED TO
PROVIDE TREATMENT TO STORMWATER RUNOFF DURING
WATER QUALITY EVENTS.
2. CONTROLLED OVERFLOW STRUCTURE IS PROPOSED TO
DETAIN STORMWATER WITHIN THE POND TO MEET CITY OF
SPRINGFIELD DETENTION REQUIREMENTS.
3. POND TO DISCHARGE STORMWATER INTO FLOW
SPREADER WHERE RUNOFF CAN FOLLOW THE HISTORIC
DRAINAGE PATTERN.
4. DESIGN OF ULTRABLOCK RETAINING WALL AND TO BE
COMPLETED BY PROJECT GEOTECH DURING PIP PROCESS.
5. ALL EARTHWORK ACTIVITIES TO BE MONITORED BY
PROJECT GEOTECH.
MAINTENANCE/OWNERSHIP NOTES:
1. TRACT H IS PROPOSED TO BE DEDICATED TO THE CITY
OF SPRINGFIELD.
2. IT IS PROPOSED THE CITY ASSUME MAINTENANCE
RESPONSIBILITIES.
POND NOTES:
POND AND SWALE TO BE PLANTED TO MEET CITY OF
SPRINGFIELD STANDARDS. PLANTING PLAN WILL BE
PREPARED DURING PIP DESIGN PROCESS.
SEE POND PROFILE
FOR SWALE WIDTHS
1
9� VARIES 0-1.0'
i 11'
SWALE DETAIL
NTS
DAYLIGHT TO EXISTING GRADE
DAYLIGHT TO PROPOSED LOT
54 PROPERTY LINE, SEE
*GRADING SHEET NUMBER*
FOR DETAILS
...y>, 3. 4.00'
VARIES' <`
`-y... :cru-•
1' GROWING J
MEDIUM
SEE SWALE DETAIL FOR
DIMENSIONS
POND 1 SECTION A -A
NTS
a
N
VS
a
$os2
F
— — —
— — PROPOSED — —
a
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514.00
513.00
91" ST
7
12.00-
—512.00—
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FE-51 6.80511.00-
11.00510.002,
SHEET
C-5.1
10 OF 11
510.00-
21ST
�:2
12
FL=510.00
in
SPLASH PAD
\ ,
TRACT H
\
\
PROPOSED DETENTION POND #1
\
\\�
30,500 SF
pp
28.021.00'
PROPOSED SWALE
\ \
PROPRETAIOSED
WALL \ \ \ • S72�
\ \ 51440
OVERFLOW WEIR
B PER DETAIL ON
\ THIS SHEET
\ PROPOSED FLOW
� SPREADER PER • \
DETAIL ON THIS
SHEET
POND #1 PROFILE
NTS
R
DAYLIGHT TO 2.00'
OVERFLOW CONTROL BACK-OF-SIDWALK
STRUCTURE PER CITY 0.50'
STD. DWG 4-1 WITH
PROPOSED ULjRAILOC SLOTTED LID
RETAINING WAL00'
BOTTOM WIDTH VARIES
�1
T.0.6.=514.00
GRATE=513.44.00'
6" ORIFICE FL=512.5
6" ORIFICE FL=509.50
_ FL=510.00
SEE SWALE DETAIL FOR
FL=509.00 DIMENSIONS. FLOWLINE VARIES
DAYLIGHT TO
EXISTING DITCH
POND 1 SECTION B -B
NTS
DETAIL ON THIS
SHEET
2,.00'
N
0
9.00' � /L
12" ST / PROPOS
FL=509.00 REfAININ
N
SCALE- 1 "=20'
20' 0 20' 40'
LANDSCAPE NOTES:
1. SWALE WITHIN BOTTOM OF POND IS PROPOSED TO
PROVIDE TREATMENT TO STORMWATER RUNOFF DURING
WATER QUALITY EVENTS.
2. CONTROLLED OVERFLOW STRUCTURE IS PROPOSED TO
DETAIN STORMWATER WITHIN THE POND TO MEET CITY OF
SPRINGFIELD DETENTION REQUIREMENTS.
3. POND TO DISCHARGE STORMWATER INTO FLOW
SPREADER WHERE RUNOFF CAN FOLLOW THE HISTORIC
DRAINAGE PATTERN.
4. DESIGN OF ULTRABLOCK RETAINING WALL AND TO BE
COMPLETED BY PROJECT GEOTECH DURING PIP PROCESS.
5. ALL EARTHWORK ACTIVITIES TO BE MONITORED BY
PROJECT GEOTECH.
MAINTENANCE/OWNERSHIP NOTES:
1. TRACT H IS PROPOSED TO BE DEDICATED TO THE CITY
OF SPRINGFIELD.
2. IT IS PROPOSED THE CITY ASSUME MAINTENANCE
RESPONSIBILITIES.
POND NOTES:
POND AND SWALE TO BE PLANTED TO MEET CITY OF
SPRINGFIELD STANDARDS. PLANTING PLAN WILL BE
PREPARED DURING PIP DESIGN PROCESS.
SEE POND PROFILE
FOR SWALE WIDTHS
1
9� VARIES 0-1.0'
i 11'
SWALE DETAIL
NTS
DAYLIGHT TO EXISTING GRADE
DAYLIGHT TO PROPOSED LOT
54 PROPERTY LINE, SEE
*GRADING SHEET NUMBER*
FOR DETAILS
...y>, 3. 4.00'
VARIES' <`
`-y... :cru-•
1' GROWING J
MEDIUM
SEE SWALE DETAIL FOR
DIMENSIONS
POND 1 SECTION A -A
NTS
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Voltage Dratimas
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ATBO Autobahn LEO
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o
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P203
10057
31umere nom' nal 080
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"
JIT' I'Id Lbl Al presents al allows I' II' Ir'I II
9
TYPE 1 - ONE WAY El El E]❑ REFLECTIVE MARKERS
12 PGIumena nominal
%WILT 2T1V'd80V AS RoadwayTypeV
/
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p B
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E-
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±5"
f5• e' mam TYPE I - TWO-WAY BLUE
rZ7 a
P205
13]O]lumens nominal
p, I M M N REFLECTIVE MARKERS
"
P205
WHNE REFLECTIVE PLASTIC STRIPEE o
w
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WITREFLECTIVE casae TYPE ONEWAY CLEAR
q
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a1 m In Ina1 REFLECTIVE
ECTIVE MARKERS
RI
P302
12,1851 are mominal
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21&' u e
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1,1a onsnominal
9YANDIRa
Same Uyhl'. P roundunre6wuniumblelo100-WOWHPSroadwaylmninave9.
P304
11, 1141moda nominal
BICYCLE .SKIP LINE • NOTE: ALL LONGnUDINAL MARKINGS SHALL BE IWWIN A SIX INCH (a") TOLERANCE.
DRl11HNG
P304
ALL LATERAL MARKINGS SHALL BE 'MTHIN A TWO INCH (2-) TOLERANCE.
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and redR d1 IaY II f Ih tlslong h mlumen tlegradatonanda
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10057
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P304
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Salllehg[lL:erfonnanmuminpasblelolW- 40NNFPSmaderylunanaues.
P304
153
P,]141war nominal
P305
19,893umens no mi nal
P305
19,3931um a n9nomnal
While Light Cmrelawd color temperature-40NK, A rpdomlCASE, 3WOKm5000K all 70 CAI
P451
10, 3201umene no mi nal
WhiteLghCLorrelatedmlottempetalure-NOOK, or optional CAPE, NOOK ofSOWK 1II]0LRI
P451
10,3201umens nominal
minimum.
P452
19,037 lumens neminal
minimum
P452
19,087lumen¢ mominal
Unique IP66 rated LED II hien Ines mededgPu li sand utast badal h1 to kill
9 9 9 p p 9 9
P453
P454
25070I,592 umens nominal
25,0]0lumens nominal
Unl ue IP66 rated LE00 hten Ines rovalUu II htand resnlntbacHl ht s+vdMn sidewalk
p 9 9 p p 9 9
P464
P455
25,070 Hal ensnominal
25,091 s nominal
Applications:
tliyth.provl?i mvemgcantl optimal pdespadnq.AmlNblclniype ll, ill,
P455
27,091 lumens nominal
QppilCatIONS:
depth, ptlmaltions etlon¢verageandoptlmalpolespadnq. Available lnTypell, ill,
P455
28,LL9l Hal nominal
ifigcalappllmdon
I1',antl4roaduvay tlNfilbutlolw.
P45R
28,47 command nominal
ands'cruise,
IV,antV madwaydIDlbuiions.
P456
Inner,
28,34] lumens nominal
Roadwa Vs
P457
29715 lumens nominal
Roadwa Ys
P457
29,]151umens nominal
Offramps
Off real
residential
re
ELECTRICAL
re
Residential ,Kees
ELECTRICAL
Parking lots
Faulting lots
Expected Lde LED light englnesare rated Of 00,090 hours at Dart, L70 Becnonlcduvi isan
Expec@tl Life LED light Allnesaremtea>AWN hours dod C, Led. EIectronlcdrlver has an
expected lire of100000 hours at a 25Y ambient
NLP]
expected life oi4WpW hours at a 25N ambient
NT r-.
Lower Easley, repectiodgPD409, iveroxmpamble HID henlnalres.
Lower Energg Samsonexpectedof4060% overtomparnile HID lumlwnes.
Options
Nation
HaNIUS IDOPr°@Non Tvodlfierentsulgepm@NonoptAnsproyldeaminimumolANSI
WILDISurge Protection: Two different surge pri@tllon options provide a minimum iii
ColirTem erature CCT
Will a" H ik zona l Arm for mundPl, A'save r
ColorTem eraturelCCT
RMRX% R” Foremast Arid for Round Pol A res.
(116.2101.15kApmaWan, NVOCIONhproledo 's ah. avalelile.
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-
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phoromnmohxepta(le opllon.
BIa rN 4000K CLT, TO LAI Mln.
21K 2]oOK CCT, ]OCR(MITI.
Painted to catch Fixture Hands Side Shie ffaimfold innallation
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ATBOP20XR2/h5H8G
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21K 2]OOK CCT, ]O GRI Min.
Printedtomatch Fixture
UMS%% S"For zonal Arm for Square
Houl Side Sholdeforield installation
ATOOP20XRVMHS5 for use ori th P701 P205,
3K CCT, 70CA I Min
851 Paintedt sHourIP q2&q5a tbt ns
3K 3000K CRI Mtn.
ten HFxtw
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e A2 &R5d stb tons
5000K
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OMR-GALV A"R TalArm for Round Pole, ioru th P201 P205,
OCT,T,]O
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UMS-GALV 8"Horieon0l Arm firs ware
4
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array -W fsa er1s.R bMe lemllaa@tsl leoeef]ialm rpai enforeasllyletVl'ng
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__ —__
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Controls
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achle'�ee°sedbeaee a0erodnyof?(per ASTM DIfi54)after weri000hoursex osure tosalt
P p
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romed Driver button
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nomp"' faciaPC
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fogrL rb (p Itl p eB,B11 -
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ATBOP45%A�/A5NSS for use with P451 -P45),
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daffllesNeld lscastinro the housing Viola sewntepl6ee).
Term no Block
POLL Solid State Long Loa Photocontml
Wildlife shleld is moths, the housing(iota SeparaR place).
Tem no Block
POLL Said State Long Life Phimcint
I
(Blank) Terminal Block'Standaral
SH Shorting Cap slowed
(Blank) Termbal Block Standardl
SH Shorting Cap
INtind
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STANDARDS
CONTROLS
i2 Nf'redto Ll &L2Pos Cons
9N:d III. 14]r4011V.
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(Blank) eardj
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L
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Q
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N
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z
0
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SHEET
C-5.2
11 OF 11