HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/6/2022EI
PUE & Slope Esmnt
Inst No. 2020-045188
108'
N
TRACT A
112,7!4 SF
$I' N
279'
51
LOT 23
1
52•
15'
.119'
75'
S0'
2U'
P
7877 SF'
5504 SF
LOT 24
52'
6472 SF
21,
_
5524 SF
N
Lam•' x=125'
3"
m N
LOT 25
S 52`
lam,
s2
x $
c
5571 SF
LOT 26
LOT 17LOT
16
LOT 15
52"
F+ c
a Z
-
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5619 SF
LOT 27
6016 SF
6277 SE
4541 SF
LOT 14
&y,
W8'.
52'
vi
72'
13'
38•
L=3 P, R=46'
4912 SP
LOT 13
dei
85'
LOT IS
L=3T, R-4752'
s1aa SF
LOT 12
12'
Cn
7'138 SF
5162 SF
LOT 11 ;,,
w
moo,
32'
6 0y
W
28' 10'
LOT 28
62 SF m
LOT 10
2'
�
5 1
r
Ir36', R=46'
L=16,R=(I'33,
/94• 52
p
'•+
5162 SP
LOT 29
L�3', R=75'
52,
Ir3T,
A=225'
LOT 9
7708 F
8120'
L-17% R=225'
13,456 SF
j
S3' ry
52'
50'
52'
88'
. L=j2"
69'
5162.9F
86'r
-
S89 -23'22'F 86'
7.=485 R=:200 •
52' h
$2• -
LOT 8
516 2 SF
LOT
52
,d
9u
LOT 6
—
_ 7928 SF LOT 31
9
4'-o 0. 41'
SP ry
7736 SF
6323FLOT
s
r
25
114'R,z3p•
52 ry
o.
57625E
LOT -
_
" - LOT 32
L-16, R=20'
p
1,189"28'22"W 248'
HOLLY STREET
52'"STIZEi$7,
B
50'
5293 SF
7580 SF
1
52' ry
LOT 49
52, N
S7 5°J y5j�4$p
5]1 SF
LOT 4
JT 3
LOT 33
248'
43;
52' ^'
7006 Sr
108'
N
52
$I' N
LOT 22
LOT 23
1
52•
4'
LOT 20
-
a
P
7877 SF'
5504 SF
LOT 24
52'
6472 SF
_
5524 SF
N
Lam•' x=125'
m N
LOT 25
S 52`
lam,
x $
c
5571 SF
LOT 26
52•
F+ c
a Z
-
'm
5619 SF
LOT 27
-
&y,
W8'.
vi
72'
13'
38•
53 21 SF
ry S 2
dei
85'
12'
52`
w
moo,
LOT 21
LOT 28
6402 SF
�
5 1
r
/94• 52
_ 6801 SF
LOT 29
L�3', R=75'
L=10'. R=
TRACT B
7708 F
8120'
13,456 SF
52'
50'
LY', R=125'
88'
. L=j2"
69'
LOT 30
,d
—
_ 7928 SF LOT 31
7736 SF
133'
114'R,z3p•
o.
_
" - LOT 32
1,189"28'22"W 248'
HOLLY STREET
50'
7580 SF
LOT 49
4,
5]1 SF
YHA
JT 3
LOT 33
248'
43;
,10
5(Y
5281 SF
LOT 48
8787 SF
� I
TRACT.0
137,465 SF
SCALE I"=50'
�V
CITY OF SPRINGFIELD PLANNING NUMBER_
ASSESSORS MAP/LOT: 18-02-04-00-02800
PLOTTER: HE DESIGN JET 430 INK: HP 51640A MEDIA: 364 BOND RUP124-36
BASE MAP
FOR
WOODLAND RIDGE PHASE 3 Cv�TTTDDLiT CYTS
NW 1/4, SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. SQUIRREL IRREL S7
SPRINGFIELD, LANE COUNTY, OREGON
DATE PREPARED: JANUARY 5, 2022
.-a
E-+
C0
ko
C
LOT
9313 SF
m
LOT LOT
5064 SF 5914 SF
R=125'
EC 28 30
5
('82¢30
12
20 14
2725
1,
LOT 34
4863 SF LOT 35 s LOT 36 LOT 37
4954 SY 2 5914 SF 5914 SF
LOT 47 5o'
8743 SF
LOT 46 50' 60'
_ 8494 SF
LOT 45 LOT 44
8057 SF = 7736 SF _ LOT 43
7157 SF a LOT 42
N 5625 SF „, LOT 41 _ LOT 40
5032,9F §F 5914 SF
01
HOLLY STREET
0.
h
LOT 39LOT 38
5914 SF 91 5000 SF
Easement -Water
Inst No. 2021-01
\ Temp Public —
Turnaround Esmm
Inst No. 2020-045189
■ 14o . . ■
W 488-
5y W' 50' So' 50'
LOT LOT 51 LOT LOT 53 LOT
500SF SOUO SF 5000 SF 5000 SF 5000 SF �\
LJ
720 Nw 4TH STREET CORVALLI5, OR 97330
r (541) 757-9050 FAX (541) 757-7578
www.northstarsu[veying.com
i
METRO PLANNING.
846 Ai
aLa32. SPRINGFIELD, O]
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
1-
E-4
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Q
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Easement -Water SUB
Inst No. 2021-011932
\_
----------------------------------------� I
I 1
1
1
1713 1711 00
�---------------- —------------------------------------�
.31
EC*
28
Temp Public
1
EC 30
98 5
Turnaround Esmnt
-
Inst No. 2020-045189
.5D
_
8 12Q
206,239TRACT
E 2
C 2014
C 27 25
tars'
M
75'
S0' 50'
50' 50so', 50'
50'
50'
50' 50'
59
SO'
S0•
59
50'
50'
50'
S0'
50'
50' 50' 50' 50' 50' 50'
50•
SU' 50'
LOT 1
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 _
LOT 8
_
LOT 9_
LOT ]0 _ LOT 11
LOT 12
_ LOT 13
LOT 14
LOT' 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20 LOT 21
7385 SF
5000 SP 5000 SF
g 5000 SF 5000 SF 5000 SF 5000 SF'.
5011 SF
5040 SF
5076 SF 5113 SF
o 5149 SF
5186 SF
5222 SF
_
5258 SF
_
5295 SF
5331 SF
5368 SF o
5404 SF -
5441 SF
5477 SF o LUT 22 LOT 23 = LOT 24 N LOT 25 LOT 26 Q
LOT 27
LOT 28 _ LOT 29 _
_
_
_
_$
_
-
-
_-
- 5513 SF 5550 SF 5586 SF - 5623 SF - 5659 SF
5696 SF
�
5732 SF - 5767 SF
PHASE
4
��20' $5'
Stl 50,50'
50159 SO'
50'
50'
50' 50'
SU'
50'
S0'
501
SU'
50'
SU'
'50'
50'
50' 50' 50' 50' 50' S0'
so'.
So' 50'
XX STREET
.............................................
N89`55'38"E 33
-
E 6205x9]4'15
—
—�.�������— 8
— —
— — —
j
'----
---846E459
'
SO' 50'
50' SU' 50' 40' ti 31;
4=20.
40'
50' 50'
50'
50'
50'
50'
50'
i
501
40, 3
1�` l;$
i 4'20, 411' S0' 50' 50' 50' So'
50
J
LOT 54 _ LOT 53 _
LOT 52 LOT 51 LOT 50 _ LOT 49 z
2
LOT 48
_
o LOT 47 o LOT 46
o LOT 45
a LOT 44
LOT 43
F
LOT 42
.LOT 41
LOT 40
LOT 39
LOT 38
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a
�_
5000 SF 2 5000 SF 2
5000 SF 5000 SF 2 5000 SF 2 5914 Sr
5909 SF
4998 SP 4998 SF
4998 SP
4998 SF
8 4998 SF
$ 4998 SF
g 4998 SF
g
4998 SF g
4998 SF
5915 SF
q
$ LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32
LOT 31 LOT 30
w
_
_
c4
' m 5898 SF 4998 SF 49" SF 4998 SF 4998 SF 4998 SF
_ _
4998 SF � 7467 SF' -
m �
_ -
FES.SI
I
f
�
DSU
50' 50'
5tl 50' 50• 60' 25'—L25-
60'
S0' S0'
S0'
50'
S0'
S0'
50'
50'
S0'
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25'
25' 60'
50'S0' S0'
D 1
SCALE 1"=50'
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, SCHLO55
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RENEWS: 06/3C/2022
7METRO
NW 4TH STREET 97330
41) 757-75, 8
(541) 757-9050 FAX (541) 757-7578
(54
www.northstarsurvepng.com
PLANNING, INC
P� 846 A STREET
1
SPRINGFIELD, OR. 97477
CITY OF SPRINGFIELD PLANNING
NUMBER
541-302-9830
ASSESSORS MAP/LOT: 18-02-04-00-02800
los rvo. v-0om
PLOTTER: HP DESIGN JET 430
INK: HP 51640A MEDIA: 36#
BOND RIJB24-36
LEGEND RETAINING WALL NOTE: SITE NOTES: GENERAL NOTE: DRAINAGE NOTE:
I- PROPOSED RETAINING WALLS TO BE CONSTRUCTED 1. THE SOIL TYPES ON SITE ARE: 19.3% UNSLAW 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 28-41, 44,
45, 48, AND 49 TO BE CONSTRUCTED ENTIRELY WITHIN 2. THIS SITE iS OUTSIDE THE ZONE OF CONCENTRATION
-:.
EXISTING CURB THOSE LOT BOUNDARIES. (99 YEAR T.O.T.) AS DELINEATED ON THE WELLHEAD
PROTECTION AREAS MAP DATED MAY 2019.
---8"W - EXISTING WATER LINE 3. RETAINING WALLS TO BE FINAUZED DURING THE PIP
_ PROCESS AND DESIGN TO BE COMPLETED BY PROJECT 3, LOT GRADING WILL BE DETERMINED DURING THE PIP
EXISTING WATER METER GEOTCHNICAL ENGINEER. PROCESS.
EXISTING FIRE HYDRANT 4. INFILTRATION TESTING COMPLETED BY GEOPACIFIC, INC
FOUND THE SOIL WITHIN POND 1 INFILTRATES AT A RATE /
i
EXISTING WATER VALVE OF 0 INCHES PER HOUR. \ - TRAC\ \ \
P FG=529.11
- EG=537.02
®
PROPOSED WATER METER
P FG=529:54 -.. ... - � •� •���� �..•
0 PROPOSED WATER VALVE
- P FG=529.88
-6-- PROPOSED FIRE HYDRANT EG=536.46\
P FG=532.16
... _.LOT n LOT is EG=537.06
+ .
8'W 6016 SF 6273 SF LOT 15 LOT 14 PROPOSED WATER LINE P FG=529.72 .� � ._
EG=531.76 TT - 540 s/ 4912 SF - LOT 13
------8--"~Li EXISTING WASTEWATER LINE & MANHOLE5144 -� SF sw
\
- P TC -527.54 \ LOT a 2
V. LOT P TC=527.90
8'WW-� PROPOSED WASTEWATER LINE. &. MANHOLE 11? � 5162 SF -
P TC=527.37 - - _, ST MH #9 516216F : 6 .
� " P FG=530.36
EXISTING STORM DRAINAGE SYSTEM _ „_ LOT 10 EG=531-38
ST MH #8 �' -. 5162 SF_
'-' EXISTING CATCH BASIN "�iP CL .527.50 Lam- _ P TC=529.95 Loi 9
P TC=527.21 5162 SF
F� EXISTING CURB INLET I (: �15"ST S \, _ - 5162 3FLOT 7
��\ 5162. SF` 162 SF
_
12"ST-{Sf) PROPOSED STORM DRAINAGE SYSTEM ," LOT 19 _ --
M 6302 SF _ _
PROPOSED CURB INLET IS"ST - - Ugq Lu 5
# - P TC -527.90 ' '
/ ST CI 9 r �` ���-� �- 5293 SFS-
. GRATE= 526.92 ST CI #70 -- -� 5\ <'LOT t
k
OHU---- EXISTING OVERHEAD UTILITIES (LE. ELEC. '" _xi, -
� �- -GRATE= 526.92 P TC=529.957 � � Gj,AC '� ST CI #12 t3 SF
TV, PHONE ETC.) -- _ v IER - -� GRATE= 528.12 \� \
W' 17
P TC 523.28 7877 sF--- I DRE, ze \ -7006 SF GRATEST = 524.42
EXISTING STREET. LIGHT i, LOT T 4
20 - - I -1 - I 550426 - � ST MH #10 0�5
6472 SF I ST C #8 LOT 24 ` _.7$"ST =� \
- EXISTING UTILITY POLE - P FG=525.60 ' m \5s 4 5F
EG=525.65` �T CI #7 I GRATE 520.86 Loi 25 - -
EXISTING GUY ANCHOR i j7 GRATE 520.56 p P BL=524.77 577 SF
FG 537 91
.. . y EG=521 .24 LOT 269 \ ._
. ` 27
,P TC=520.86 � 61\ F 5321 SF n \
P FG=523.10 P BL -526.83 PHASE 3 .` LOT LOT 2 `
ST Cl6 -m - P TC -520.86 - ST Cl #11
EG=523.45 #
EXISTING TREES I / y EG=522.73 GRATE= 528.20 5064 SF .6674 SF I '�
GRATE= 520.27 P TW=526.29 Loi 30 t
' ST MH 7 TRACT B P BW -516.82 6801 SF� - ST MH #11 _
# 7 # �'- �- v� LOT 31 2,. A PCL -52
7708 SF
TC=516.41 �9° _ P TW=526.42 .LOT 3a ST MH #27 sem` PTC -5\4190
0
P BW=517.39 7928 SF ,. ...
PROPOSED 2:7 CUT/FILL SLOPE _ 0.83 \ ST CI #4 _ t Lot 35
3.0o- :-m GRATE= 516.19 - Loi 38
€t 2.3 P TW=525.15 ...7736 sF
AREA SEE SHEET C-
Wr,
FOR GRADING PROFILE -� , \� I P BW=516.55 7540 SFSTMH #20 2Sr 2 ST-X12"'ST-'
12 ST 15'ST ST MH P4 I�
1 �- J5'ST �C 515.83 -
PROPOSED ULTRA BLOCK 59
RETAINING T f - `" 528Tt SF \
WALL 7 LOT 28 P TW=523.82 { U
6571 SF ST MH #19 -
8+ T P BW 517.86 ..
E.
ABBREVIATION LEGEND
-ST MH #6
sr TC -515.56 a"
LOT 42
ST MH #5 Sp , P
, s ' r .,. ` 4863 SF \ P TC -527.20
�- PROPOSED FLOW DIRECTION EG EXISTING GRADE - - ST CI #3
P TW=525.76 in
GRATE= 516.19 P TC=514.85
0.40% PROPOSED SLOPE FEE FINISH FLOOR ELEVATION / P TC -515.56 - P BW=518LOT '�
- PROPOSED RETAINING LOT 43 5914 46
/ G. � . \ ' Lor 29 - WALL (670 LF) 4664 SF 5614 SF
/ �SI CI #5 WETLAND ST MIT 3 8787 SF
AC .ASPHALT ELEVATION TW TOP OF WALL RATE 520.27 #
LOT 32 N
BW BACK OF WALK HP HIGH POINT \ TRACT C 'w:`. \ 8743 SF \
LOT 33 P TW=526 58
CONC CONCRETE ELEVATION FL FLOW UNE - .. _ �� \ ST CI #2 8494 SF 805731E LOT 37 P BOW=520.22
t GRATE= 514.00 7736 SF LOT a0 P BW=524.01 Loi 45
ST STORM BOW BOTTOM OF WALL 7157 SF 16674 SF
LOT 41 LOT 44
5625 SF 5032 SF ST C)16
#
fi
(
n.;
L'
PT
SCAIf.- r =50'
50' 0 50 100
L
W
BANK
--
0
Structure Table
Z
a
Stormwater
Structure Table
'
ST MH #2
21 'ST
\
ST CI # 1
GRATE= 514 00
_ 20.00' PROPOSED
POND .ACCESS ROA
-
,.=
r,
.\�
\
gpW. FG=510.00 ,
ST MH #1 ST MH #12 GRATE= 520.50
`' ; . I I
- \
_ _ P TC=518 O7
' ' _ -
P TC 514.31 -Al ''
'
, - EO 96% ST M H # 7 3
- „ HOLLY STREJ•'.T - - ---
- j 12"ST 21 "ST
-
u*_
- P TC -515.34' ..::
- +-
- _ -
-.. P TC=514 83 N • _ P TC=518.20
- -. -_ P TC=516.49 ( P TC=516.68
P TC=516.1 1 - - - -LST MH #14-
P TC=516.88
P FG=519.30
PROPOSED POND # t LOT 54 _. LOT 53
(SEE SHEET C-5.1 FOR DETAIL) 4994 SF I 4996 SF ..
o
�� Q?59 - SWALE PROPOSED
���
- _. _ - P FG=519.30
- \ ` -
TRACT_ D
Z
Structure Name
Structure Details
Structure Name
Structure Details
Structure Name
a
r
\
ST MH #7
ST
MH #22
RIM = 51855
SO" INV IN (N)= 510.42
10" INV IN (S)= 510.42
12" INV OUT (W)= 510,42
12" INV OUT (E)= 510.42
ST Cl #20
RIM = 530.22
SO" INV OUT (N)= 523.36
o�y
ST CI
#18
Stormwater Structure Table
GRATE=
524.42
ST MH #16
RIM = 520.84
15" INV IN (S)= 513.84
10" INV IN (E)= 513.64
-
10" INV IN (W)- 513.84
15" INV OUT (N)= 513.84
Structure Name
Structure Details
ST
MH #18
ST MH #9
LOT
1 LOT 2
I
RIM = 514.00
SO" INV OUT (NE)= 510.23
7385
SF 5000 SF
n?
RIM = 512.47
21" INV IN (SE)= 510.17
18" INV OUT (NW)= 510.17
ST CI #19
RIM = 525.22
15" INV IN (S)- 518.22
- -
15" INV OUT (N)= 518.22
ST Cl #2
GRATE= 530.22'
ST CI #SO
RIM = 526.92
10 INV OUT (W)= 520.90
"
\ I
IMH
ST MH #3
#23
' sT CI #20
GRATE= 530.22
1 \
P TC=527.20.
LOT 47 LOT 54
j 5914 SF 5000 SF
1 ST MH #17
I. PROPOSED RETAINING
WALL (370 LF)
P TW -527.42
P BOW=521.54
P BW=524.01
LOT 48 LOT 19
5914 SF -I. 5000 SF
ST MH #16
ST MH STORM MANHOLE T.O.B. TOP OF
ST Cf STORM CURB INLET
TO TOP OF CURB
CB CATCH BASIN GRATE
BANK
Stormwater
Structure Table
Stormwater
Structure Table
Stormwater
Structure Table
'
ST MH #2
21 'ST
\
ST CI # 1
GRATE= 514 00
_ 20.00' PROPOSED
POND .ACCESS ROA
-
,.=
r,
.\�
\
gpW. FG=510.00 ,
ST MH #1 ST MH #12 GRATE= 520.50
`' ; . I I
- \
_ _ P TC=518 O7
' ' _ -
P TC 514.31 -Al ''
'
, - EO 96% ST M H # 7 3
- „ HOLLY STREJ•'.T - - ---
- j 12"ST 21 "ST
-
u*_
- P TC -515.34' ..::
- +-
- _ -
-.. P TC=514 83 N • _ P TC=518.20
- -. -_ P TC=516.49 ( P TC=516.68
P TC=516.1 1 - - - -LST MH #14-
P TC=516.88
P FG=519.30
PROPOSED POND # t LOT 54 _. LOT 53
(SEE SHEET C-5.1 FOR DETAIL) 4994 SF I 4996 SF ..
o
�� Q?59 - SWALE PROPOSED
���
- _. _ - P FG=519.30
- \ ` -
�
-
-
LOT 52
4997 SF
ST CI #15
GRATE= 521.# 14
- ST E 51
GRATE- 519.38
- -.
-
P TC 521.07
_ I
- P TC 521:07
12"ST
'
ST MH #15
ST CI #13
-- GRATE= 519.38
LOT 51 LOT 50
4998 SF 4999 SF
..
-
I Ivp
Structure Name
Structure Details
Structure Name
Structure Details
Structure Name
Structure Details
ST C1 #19
RIM = 530.22
10" INV OUT (5)= 523.91
ST MH #7
RIM = 514.47
10" INV IN (N)= 511.61
10" INV IN (S)= 511.61
12" INV OUT (E)= 511.61
-
ST MH #15
RIM = 51855
SO" INV IN (N)= 510.42
10" INV IN (S)= 510.42
12" INV OUT (W)= 510,42
12" INV OUT (E)= 510.42
ST Cl #20
RIM = 530.22
SO" INV OUT (N)= 523.36
ST MH #8
RIM = 529.92
12" INV IN (5)= 522.92
15" INV OUT (E)= 522.92
Stormwater Structure Table
Stormwater Structure Table
ST MH #1
RIM = 512.39
21" INV IN (S)= 510.09
21" INV OUT (NW)= 510.09
ST MH #16
RIM = 520.84
15" INV IN (S)= 513.84
10" INV IN (E)= 513.64
-
10" INV IN (W)- 513.84
15" INV OUT (N)= 513.84
Structure Name
Structure Details
Structure Name
Structure Details
ST MH #9
RIM = 530.32
15" INV IN (W)= 523.32
15" INV OUT (E)= 523.32
ST CI #1
RIM = 514.00
SO" INV OUT (NE)= 510.23
ST CI #9
RIM = 526.92
_
10" INV OUT (E)- 574.04
ST MH #2
RIM = 512.47
21" INV IN (SE)= 510.17
18" INV OUT (NW)= 510.17
-
ST MH #17
RIM = 525.22
15" INV IN (S)- 518.22
- -
15" INV OUT (N)= 518.22
ST Cl #2
RIM = 514.00
ZO" INV DDT (SW)= 510.37
ST CI #SO
RIM = 526.92
10 INV OUT (W)= 520.90
"
ST MH #30
-
RIM = 529.41
15" INV IN (W)= 524.03
15" INV OUT E - 524.03
O
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
SO" INV OUT (N)= 524.81
ST MH #18
RIM = 530.13
15" INV IN (5)= 520.19
12" INV IN (W)= 520.19
12" INV IN (N) 520.19
12" INV OUT (E)= 520.19
ST MH #11
RIM - 530.12
12" INV IN (W)= 524.74
10" INV IN (N)- 524.74
-
ST CI #4
RIM - 516.19
SO" INV OUT (SW)= 511.13
ST CI #12
RIM = 528.12
10" INV OUT (S)= 524.95
ST MH #4
RIM= 516.60
-
18" INV IN (SE)= 510.86
10" INV IN (NE)= 510.86
ke
Q)
ST CI #5
10"
RIM = 520.27
INV OUT (N)= 511.70
ST CI #13
10"
RIM = 519.38
INV OUT (N)=510.51
10" INV IN (SW)- 510.86
15" INV OUT (W)= 510.86
5T MIT #12
RTM = 512.49
12" INV OUT (E)= 510.96
-
BOW FG=508
-
\
50
BOW FG=509.51
,.
BOW FG
-.
-"
-
\ �,
� \ -.
a � ,
509.80 \
BOW FG -508.90
'I �\ _ P BL=519.75
`,... 7 '7/ -\ EG=511.93
i - --
--..- WW '�.
- - BW FG -510.00
_ - `
\' '� BW FG 510.00 . ,
`�„
P BL=521 .35 '
EG= 512 244
TRACT C
ST MH#19
RIM = 526.76
12" INV IN (NW) 523.55.
12" INV OUT (E)= 523.55
ST CI #6
RIM = 520.27
10" INV OUT (5)=511.88
ST CI #14
-
RIM = 519.38
10" INV OUT (S)=510.69
ST MH #5
RIM = 516.72,
15" INV IN (E)= 511.02
15" INV WT (W)= 511.02
ST MH #13
RIM = 515.73
21" INV IN (5)= 510.06
12 INV IN (W)= 510:06
21" INV OUT (E)= 510.06
ST MH #20
RIM = 527.08
12" TWIN (NW)= 523.74
12' INV OUT (SE)= 523.74
ST CI #7
RIM = 520.86
10" INV OUT (E)=514.96
ST CI #15
RIM = 520.50
SO" INV OUT (W)= 513.93
ST MH #6
RIM = 514.59
15" INV IN (E)= 511A5
12' INV IN = 511.45
15" INV OUT )= 511.45
MH #14
RIM = 517.92
21" INV IN (W)= 510.29
12" INV IN (E)= 510.29
ST CI #8
RIM = 520.86
10 INV OUT (W)-= 514 82
ST Cl #16
RIM = 520.50ST
10" INV OUT (E)= 514.11
ST MH #21
RIM = 529.55
12" INV OUT (SE)= 524.07
15 INV OUT (N)= 510.29 1
RIM = 536.65
ST MH #22 10" INV IN (W)=520.58
12" INV IN (F)- 52058
12" INV OUT (S)= 520.58
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Sto mwater Structure Table
Structure Name
Structure Details
RIM = 539.51
ST (3 #23
IT INV OUT (N)= 534.89
RIM - 539.51
SI CL #24
10" INV OUT (S)= 535.03
�
RIM= 557.36
ST CI #27
10" INV OUT (N)= 554.84
--
RIM - 557.50
ST CI #28
10" INV OUT (S)= 554.98
MANHOLE
RIM = 537.75
ST MH #24
15" INV IN (W)= 530.75
ADJACENT LOT LINE
15" INV OUT (E)= 530.75
PROPOSED WASTEWATER LINE
RIM = 541.82
SLOPE FFE FINISH FLOOR ELEVATION
15" INV IN (W)= 534.82
ST MH #25
10" INV IN (N)= 534.82
10" INV IN (S)= 534.82
12" INV OUT (E)= 534.82
RIM = 553.49
ST MH #26
12" INV IN (W)= 546.49
EXISTING STORM DRAINAGE SYSTEM
12" INV OUT (E)= 546.49
RIM = 561.85
12" INV IN (W)= 554.77
ST MH #27
10" INV IN (N)=554.77
AC ASPHALT
10" INV IN (S)=554.77
LEGEND
Tn
g
W
®
�
O
ABBREVIATION LEGEND
- - •
--
BOUNDARY LINE
--- ---- 8"WW-- ��WW✓!
EXISTING WASTEWATER LINE &
MANHOLE
�. PROPOSED FLOW DIRECTION EG EXISTING. GRADE
----
- --
ADJACENT LOT LINE
-8"WW---@4
PROPOSED WASTEWATER LINE
&. MANHOLE
SLOPE FFE FINISH FLOOR ELEVATION
bp
cz
0.40% PROPOSED
EXISTING CURB
------12"SD-----1T)
EXISTING STORM DRAINAGE SYSTEM
ELEVATION TW TOP OF WALL
AC ASPHALT
---.-8"W ------
--
EXISTING. WATER LINE
Q
EXISTING CATCH BASIN
�
BW BACK OF WALK HP HIGH POINT
CV
0
EXISTING WATER METER
;i
EXISTING CURB INLET
CONC CONCRETE ELEVATION FL FLOW LINE
O
EXISTING FIRE HYDRANT
-12"ST----`$Tj
PROPOSED STORM DRAINAGE
SYSTEM
BOW BOTTOM OF WALL
m
z
ST STORM
7:�
EXISTING WATER VALVE
Q
PROPOSED CURB INLET
ST MH STORM MANHOLE T.O.B. TOP OF BANK
IT,
®
PROPOSED WATER METER
--OHU----
EXISTING OVERHEAD UTILITIES
(LE. ELEC.
w
w
TV, PHONE ETC.)
ST CI STORM CURB INLET
w
0
PROPOSED WATER VALVE
w
TO TOP OF CURB
cz7
-a
EXISTING STREET LIGHT
-6-
PROPOSED FIRE HYDRANT
0
a
CB CATCH BASIN GRATE
>
EXISTING UTILITY POLE
8°W
PROPOSED WATER LINE
.EXISTING GUY ANCHOR
-
SITE NOTES:
'
1. THE SOIL TYPES ON SITE ARE: 19.3% UNSLAW LOAM,
80.5% SALKUM SILTY CLAY LOAM, AND 0.27 COHREPTS
\ t*
EXISTING TREES
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 GRADINGWILL 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 LINE AND FOUNDATION SETBACK LINE
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 DAYLIGHT FURTHER DOWN HILL.
THESE PIPES WILL EVENTUALLY CONNECT INTO
LOT -SPECIFIC STORM DRAINAGE SYSTEMS.
�t
IL
1§
SCALE 1"=50'
50' 0 50' 100"
wz
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LEGEND
• -- BOUNDARY LINE
--- - -- ADJACENT LOT LINE
PROPOSED 2:1 CUT/FILLSLOPE
AREA
I- 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
TREE NOTE:
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.
}
L
k
SCALE- 1'=20'
555
550
545
540
535
530
525
520
515
510
505
500
495
490
485
480
475
'..
VERTICAL CURVE
VERTICAL CURVE
(CREST) _._
_...
_..
__ ___ _..
(SAG) _. .. _. _._..
w
k'
I. _.
0
0
m
i.
K=14.60
q
G1=(+)12.00%
�' _._..._
... ..._.
_.._ _ _.. .....
o
G2=(+)1.00%
_.
s
�
�
❑
w
O
w
o
'
a
a
uvi
LVC=160.00'
O
w
K
5
EXISTING GROUND
>
a
-- _. ... .... a
a _.
_.
Sta. 3+20.00
_.._
a
a _... __..
_._ - 30.00 L
_.... .._.
q
- oo
p
TC L/R @ PVI=526.35.
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EXISTING GROUND
K=28.20
o
N
4`
cc
G7=(+)3.50%
_... _..
o
_..
lr^�
G2=(+)12.00%
J
o
—
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u
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EXISTING GROUND
LVC=240.00'
ti
°
_. N
30.00' R
Sta. 1+20.00
0
TC L/R ®PVI=507.10...
5+00 4+80 4+60 4+40 4+20 4+00
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00
555
550
545
540
535
530
525
520
515
510
505
500
495
490
485
480
475
1+80 1+60 1+40 1+20. 1+00 0+80 0+60 0+40 0+20 0+00 -0+20.
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550
545
540
535
530
525
520
515
510
505
HORIZONTAL SCALE: 1"-20
20' 29, '
I 500 - -- -.11 z.nn z—on z+an 3+A0 .3+80 4+00 4+20 4+40 4+60 4+
-0+20
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+4u 1+ou IYou LTVV �I—
�.
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
550
m
A
O �
i45
a m
N II
. (n
340
°o
535
530
525
520
515
510
505
500
PAVING NOTES:
1. EXISTING SIDEWALK PROPOSED TO TRANSITION INTO
SETBACK SIDEWALK BEFORE PROPERTY LINE AS .SHOWN.
VERTICAL CURVE
—TC L/R S=(-)300%
TC L/R S=(-)1:30%
l�
Up
a
(SAG)
os. ra
rn
•�
N
Zp
nU it m
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0
v1
ti
a
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Q
5a
+
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._
_...
G2=(-)3.00%
®
LVC=120.00
+
r�
�J
N
tri
+
F�
aK.=42.86
2+400
g
'
V
TC LS/R PVI=522.41
O
'N
EXISTING GROUND
g"
'0 00'L
EXISTING GROUND
'..
EXISTING GROUND
N
30.00' R
I 500 - -- -.11 z.nn z—on z+an 3+A0 .3+80 4+00 4+20 4+40 4+60 4+
-0+20
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+4u 1+ou IYou LTVV �I—
�.
ASSESSOR'S MAP: 18-02-04-00 TAX LOT 2800
550
m
A
O �
i45
a m
N II
. (n
340
°o
535
530
525
520
515
510
505
500
PAVING NOTES:
1. EXISTING SIDEWALK PROPOSED TO TRANSITION INTO
SETBACK SIDEWALK BEFORE PROPERTY LINE AS .SHOWN.
N
a
W
R
d
W
U
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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
RENEW.
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.
.NATIVE BACKFILL (3/4'-0" CRUSHED
ROCK UNDER PAVING do WALKWAYS)
COMPAPCTED TO 95% T-180 PROCTOR
36' --j
Wastewater Structure Table
Wastewater Structure. Table
Structure Name
Structure Details
Structure Name
Structure Details
WW
RIM =310.00
RIM = 530.72
IX WW MH #1
SUMP =. 497:70
WW MH#10
SUMP = 523.38
8" INV OUT (NE)= 497.70
8" INV IN (W)= 523.38
F-
m
8" INV OUT (E)= 523.48
w
O
b�A
RIM = 510.61
y�Ti d
SUMP = 501.65
RIM = 529.98
WW MH #2
8" INV IN (SW)= 501.65
ti
SUMP = 524.48
8" INV OUT (N)= 501.75
WW MH #Ii
8- INV IN (W)= 524.48
�O
0
8" INV OUT (E)= 524.58
�
RIM = 516.50
0)
W
SUMP = 502.37
RIM = 530.56
WW MH #3.
8" INV IN (E)= 502.57
WW MH #12
SUMP = 525.48
Cv
8" INV IN (S)= 502.37
N
8" INV IN (W)= 525.48
Q
8" INV OUT (W)= 502.57
Q
G
N
RIM= 529.95
RIM = 516.22
WW MH #13
SUMP = 524.08.
SUMP = 503.63
8" INV OUT (SE)= 524.08
WW MH #4
8" INV IN (E)= 503.63
o
B" INV IN (NW)= 504.13
RIM = 527.38
SHEET
WW MH #14
SUMP = 523.63
8" INV IN (NW)= 523.73
RIM = 511.80
ti
= 503.73
8" INV OUT (SE)= 523.63
WW MH #5SUMP
8" INV IN (NW)= 504.23
z
w
O
6" INV OUT (5E)= 503.73
3
RIM = 527.07
WW MH #15
SUMP = 523.37"
8INV IN (NW)= 523.47
RIM = 516.12
= 508.45
8" INV OUT (E)= 523.37
WW MH #6SUMP
8" INV IN (NW)= 508.55
7
8" INV OUT (SE)= 508.45
RIM = 530.28
SUMP = 522.61
RIM = 517.75
WW MH #16
8" TWIN (W)= 522.81
SUMP = 510.08
8" INV OUT (E)=322.81
WW MH #7
8" INV OUT (W)- 510.18
8" INV OUT (S)= 522.61
8" INV OUT (SE)= 510.08
RIM = 518.33
RIM = 514.94.
SUMP = 510.66
SUMP = 510.84
WW MH #17
8" INV IN (E)= 510.76
WW MH #8
8" INV IN (Q=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
WIN MH #18
8" INV IN (W)= 528.21
8" INV OUT (E)= 522.94
8" INV OUT (E)= 528.31
7580 `WW QMH #14 B..WW h
-.. LOT 39
LOT 28 �.' 5281 SF Ug
k65�71SF �_ ¢¢ WW MH X16
40
LOT 42E4863SF E-Cn
. LOT 47 LOT 54 LOT 53
5914 SF 5000 SF 5000\F
LOT 43LOi46
29 4954 SF 5914 SF
7 SF3LOT 32 8743 SF8 00'LOT 33 8494 SF LOT 36 LOT 378057 SF 7736 SF LOT 40 I 7157 SF LOT 45 I LOT 48 LOT -'49-
InT A inT ALA 5914 SF ) co.n cr cnnn cc
4
x
y
4"
SCALf.' 1 `=50'
50' 0 50' 100'
PROPOSED
WATER METER 6" WW -
C PROPOSED LATERAL
WATER METER
FRANCHISE LRZ
,. -..
I C �
20.00:./
D/W "/ 7\ 10.00' LATERAL-
20.00' SEPARATION
D/W
8.W
M7
TYPICAL LOT UTILITY CONFIGURATION DETAIL
(WITHOUT STORM SERVICE LATERALS) N.T.S.
LEGEND
• BOUNDARY LINE
---- ADJACENT LOT LINE
EXISTING CURB
--8"W - EXISTING WATER LINE
W; EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
0 PROPOSED WATER VALVE
-b- PROPOSED FIRE HYDRANT
8"W PROPOSED WATER LINE
EXISTING WASTEWATER LINE & MANHOLE
PROPOSED WASTEWATER LINE & MANHOLE
---12 SD -�) EXISTING STORM DRAINAGE SYSTEM
(7 EXISTING CATCH BASIN
LSI EXISTING CURB INLET
-12"ST----$T) PROPOSED STORM DRAINAGE SYSTEM
0 PROPOSED CURB INLET
CHU -- EXISTING OVERHEAD UTILITIES (I.E. FLED.
TV, PHONE ETC.)
EXISTING STREET LIGHT
EXISTING UTILITY POLE
--� EXISTING GUY ANCHOR
tEXISTING TREES
a
�
I / _. _..
I,..
.. 6"
WW
c�
PROPOSED
WATER METER 6" WW -
C PROPOSED LATERAL
WATER METER
FRANCHISE LRZ
,. -..
I C �
20.00:./
D/W "/ 7\ 10.00' LATERAL-
20.00' SEPARATION
D/W
8.W
M7
TYPICAL LOT UTILITY CONFIGURATION DETAIL
(WITHOUT STORM SERVICE LATERALS) N.T.S.
LEGEND
• BOUNDARY LINE
---- ADJACENT LOT LINE
EXISTING CURB
--8"W - EXISTING WATER LINE
W; EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER METER
0 PROPOSED WATER VALVE
-b- PROPOSED FIRE HYDRANT
8"W PROPOSED WATER LINE
EXISTING WASTEWATER LINE & MANHOLE
PROPOSED WASTEWATER LINE & MANHOLE
---12 SD -�) EXISTING STORM DRAINAGE SYSTEM
(7 EXISTING CATCH BASIN
LSI EXISTING CURB INLET
-12"ST----$T) PROPOSED STORM DRAINAGE SYSTEM
0 PROPOSED CURB INLET
CHU -- EXISTING OVERHEAD UTILITIES (I.E. FLED.
TV, PHONE ETC.)
EXISTING STREET LIGHT
EXISTING UTILITY POLE
--� EXISTING GUY ANCHOR
tEXISTING TREES
a
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Wastewater Structure Table
p
Structure Details
—�— —
RIM = 540.83
BOUNDARY LINE
--- -- -
SUMP = 533.16
E
8"
INV IN (W)= 533.16
EXISTING CURB
8"
INV OUT (E)= 533.26
EXISTING WATER LINE
RIM = 548.55
EXISTING WATER METER
s
SUMP = 540.78
EXISTING FIRE HYDRANT
8"
INV IN (W)= 540.78
8"
INV OUT (E)=50.88
EXISTING WATER VALVE
RIM = 557.21
PROPOSED WATER METER
Q
= 549.35
WW MH #21SUMP
8"
INV IN (W)=549.35
PROPOSED FIRE HYDRANT
8"
INV OUT (E)=549.45
PROPOSED WATER .LINE
RIM = 561:12
Irl .t Cia
F�
SUMP = 553.07
WW MH #22
8"
INV IN (W)= 553.07
9'NGIf
8"
INV OUT (E)= 553.17
Q
RIM = 568.23
SUMP = 560.18.
WW MH #23
8"
INV IN (W)= 560.18
8"
INV OUT (E)=. 560.28
LATERAL
TYPICAL LOT UTILITY CONFIGURATION DETAIL
(WITHOUT STORM SERVICE LATERALS) N.T.S.
NATIVE BACKFILL (3/4"-0" CRUSHED
ROCK UNDER PAVING & WALKWAYS)
COMPAPCTED TO 959 T-180 PROCTOR
FINISHED � GRAD
a
M
GAS J
Q
CONTROLLED
BACKFILL -
(GLEAN SOIL)
3"CAN -3',1-4"
3"TELCO ELECTRIC
JOINT UTILITY TRENCH DETAIL
NTS
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 PUBUC
IMPROVEMENT REVIEW.
WASTEWATER NOTES:
1. WASTEWATER SYSTEM INTERNAL TO SITE TO BE
PUBUCLY 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
p
—�— —
BOUNDARY LINE
--- -- -
-
ADJACENT LOT LINE
EXISTING CURB
--- 8"W-
--
EXISTING WATER LINE
'Wi
EXISTING WATER METER
s
±�
EXISTING FIRE HYDRANT
cV (V
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EXISTING WATER VALVE
®
PROPOSED WATER METER
Q
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.PROPOSED WATER VALVE
b-
PROPOSED FIRE HYDRANT
8'W
PROPOSED WATER .LINE
------8"WW-----C EXISTING WASTEWATER LINE & MANHOLE
8'WW— W4A PROPOSED WASTEWATER LINE & MANHOLE
--12 SD -------(ST) EXISTING STORM DRAINAGE SYSTEM
EXISTING CATCH BASIN
�� EXISTING CURB INLET
12"ST�STI .PROPOSED STORM .DRAINAGE SYSTEM
Q PROPOSED CURB INLET
OHU -- EXISTING OVERHEAD UTILITIES (I.E. ELEC.
TV, PHONE ETC.)
—0. EXISTING STREET LIGHT
EXISTING UTILITY POLE
—7: EXISTING GUY ANCHOR
\ t.. EXISTING TREES
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PROPOSED
Lor n LOT 16 STREET LIGHT
6016 SF .6273 SF LOT 15 LOT 14
4540 SF 4912 SF
LOT 13 l CT
R ,� A
Tigli 1. l
5144 SF
LOT :S8F LOT 12
7738 _ �5162 SFLOT 11
PROPOED 5162 SF LOT 10 +
STREET LIGHT 5152 SF 10
LOT 9 Q
.... . 5162 SF . A.
25.00' LOT e ! + Y'
5162 $F
LOT 7 B B
LOT 19 '- _ l ` 5162 SF
6302 SF \ o r LOT 6
1 5162 SF
OT 5 TRACT D
�CLEAORANCE 5293 SF Lor 1
117
__. G l 9313 SF PROPOSED
OT zaRIANGLE PROPOSED PROPOSED R D STREET LIGHT
�1 R Q
7a77 SF STREET LIGHT `' r RIVE LOT 4
LOT zo ( ) OT 23 STREET LIGHT { . 7006 SF
6472 SF 5504 SF LOT 24
VISION I PROPOSED 5524 SF
CA
v STREET LIGHT LOT 25
CLEARANCE y I 5571 SF or zs \ PROPOSED I PROPOSED
STREET LIGHT
XISTING TRIANGLE xOn 0 VISION PROPOSED 5619 SF LOT 27 pZI ,1 ('+E 3 ` ` � •' \ I I STREET LIGHT
5321 SF HAS
CLEARANCE STREET LIGHT or 3 Lor 2 or 1 Lor z
LIGHT POLE PROPOSED I TRIANGLE 5064 SF I 5914 SF I ( 7385 SF VISION
5000 s
STREET LIGHT OT 30 PROPOSED \ VISION
6801 SF STREET LIGHT
�. _ T or 31 \ CLEARANCE N N t/CLEARANCE
D � 7708 SF \ TRIANGLE N TRIANGLE
Lor 34—
,�_.m 7928 SF
25.00' 25.00 r \ LOT 35 ,. - ,^ A
7736 SF LOT 38 \ 25.00'..�---
A�' 7580 SF _
\ \ 25.00' r- 25.00'
LOT 39
' 5281 SE'
D LOT 28 o U o y' _
�-- —_ 6571 SF PROPOSED a10 PROPOSED
PROPOSED STREET LIGHT /� NaN I STREET LIGHT
LOT 42 .__//
STREET LIGHT 4863 SF F
VISION I VISION
CLEA
TRIANGLE I cCLEAgels sF TRIANGLE CE
1 • _
OT 43 or 46 I PROPOSED
LOT 29 4954 SF 5914 SF
TRACT C� 8787 SF I STREET LIGHT
LOT 32 VISION
5743 SF
CLEARANCE
49 33 LOT 36 TRINGLE i
8494 SF LOT 3 c
., ��,..,. l- 8057. SF i AT an
LEGEND
0 PROPOSED STREET
C TREES
EXISTING TREES
TO BE REMOVED
PROPOSED PAVING
(SEE SHEET C-5.0
FOR SECTION DETAIL)
PROPOSED STREET
LIGHT
EXISTING STREET
LIGHT
PROPOSED DRIVEWAY
LIGHTING NOTES:
F L 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 DGHTING DESIGN TO BE COMPLETED DURING
PIP. PROCESS.
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.
STRIPING NOTES:
1. HOLLY STREET TO HAVE CENTER STRIPING PER DETAIL
I AND BIKE LANE STRIPING PER DETAIL 6 ON CITY DETAIL
5-21. REFER TO SHEET C-5.2
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STREET TREE NOTES: LIGHTING NOTES:
1, STREET LIGHTS ON STREETS W/CURBSIDE SIDEWALKS
1. STREET TREES INTERIOR TO THE SITE ARE u
SHOWN FOR REFERENCE AND WILL BE PLANTED SHALL BE INSTALLED BEHIND WALK AND SHALL HAVE AN
8' MAST ARM. c:Y
DURING INDIVIDUAL LOT DEVELOPMENT. SPECIES OF Il
TREES TO BE SELECTED FROM CITY OF SPRINGFIELD 2. STREET LIGHTS ON STREETS W/OFFSET SIDEWALKS
LIST OF APPROVED STREET TREES SHALL BE INSTALLED IN PLANTER AND SHALL HAVE AN 6'
MAST ARM.
2. STREET TREES ALONG COMMON AREAS SHALL 3. STREET LIGHTING DESIGN TO BE COMPLETED DURING
BE PLANTED DURING PIP CONSTRUCTION AND SHALL PIP PROCESS.
BE INCLUDED WITH PIP DESIGN.
3. STREET TREES SHALL BE PLANTED NO CLOSER
THAN 20 FEET FROM STREET LIGHTS. SCALE 1"=50'
LEGEND
4. STREET TREES LOCATED WITHIN BACK OF CURB
50` 0 50' 100'
�>
SIDEWALK AREAS SHALL BE PLANTED 2.5 FEET BEHIND
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50'
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1
28'
CURB TO CURB
5.5' 5.5'
0.50' S PLANTER PLANTER 5 0.50'
2.1IDEWALK PR
STD CRSHED OWN & CURB SIDEWAL
MATCH TO EXISTING 1.5%_ 2% _ 2% 1.5%
GROUND ELEVATION
-rn
2:1
1' MIN
STD. CURB & GUTTER
28' LOCAL RESIDENTIAL STREET SECTION
NTS
R CL R
.100'/80'
R/W
I
24.00
CURB TO CURB
2' 5.5' 5.5' 2'
SIDEWALK SIDEWALK
2.1 &CURB STD. SHED &CURB 2.1
CROWN
1.5% _ 2% 2% 1.5%
1.5:1 1.5:1
V MIN
STD. CURB & GUTTER
24' LOCAL RESIDENTIAL STREET SECTION
TYPICAL (100'/80' R.O.W.) NTS
R R R
100'
R/W
NEIGHT
24.00' "ACURB TO CURBW1 2' 5.5 5.5' 2 WALL HEIGHT
7 SIDEWALK SIDEWALK VARIES
& CURB STD. SHED & CURB
CROWN
1.5% F 2 2% 1.5%
1' MIN
STD. CURB & GUTTER
24' LOCAL RESIDENTIAL STREET SECTION
SECTION B -B NTS
m
60'
R/W
Tri
STANDARD CURB & CUTTER MOUNTARLE CURB & GGITER
36'
IDEWALK GUARDRAIL
CURB TO CURB
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KEYED NOTES
61
4
Oi
4" ASPHALT PAVING -
ER DETAIL ONTHIS
y
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2" LEVEL 2, 1/2" DENSE HMAC OVER
BICYCLE
N
L7
2' LEVEL 2, 1/2" DENSE HMAC
EKt RUMD CURB ''FULL DEPTH CUBA
BICYCLE
O2
12" 3/4"-0" CRUSHED ROCK
6.5'.
NOTES:
O3
FABRIC UNDER ROADWAY (LINO
1. PAVING SHALL BE
LANE
OF OR EQUIVALENT.) IF REQUIRED
COMPACTED TO 92% RICE
DUE TO SOFT SPOTS.
DENSITY VALUE.
O
WELL -DRAINED SUB -GRADE
2. CRUSHED ROCK TO BE
COMPACTION TO BE APPROVED
COMPACTED TO 95% OF
BY GEOTECHNICAL PROFESSIONAL.
T-180 PROCTER.
PAVEMENT SECTION
DETAIL
N,
NTS
m
60'
R/W
60'
R/W
36'
CURB TO CURB
I
6. 24' TRAVEL 6
BICYCLE BICYCLE
S
6.5' LANE LANE LANE
0.50' PLANTER
SIDEWALK & CURB STD. SHED
MATCH TO EXISTING 2.1 CROWN
GROUND ELEVATION 1.5%_
WHERE THERE'S NO ? - ?%
RETAINING WALL 77x,77 � i�/ /f r
1' MIN
6.5'
PLANTER -
& CURB
STD. CURB & GUTTER
36' MINOR COLLECTOR STREET SECTION
HOLLY STREET SECTION A -A NTS
0.50' 5.00' 6„
CURB
1-1/2" DIA. SCHEDULE 40
(1.9" OD X 0.145' WALL)
GALVANIZED STEEL PIPE TOP RAIL
1-1 2" DIA. SCHEDULE 40
(1.9° OD X 0.145' WALL)
GALVANIZED STEEL PIPE
0 4'-0' D.C. (MAX)
1-1/4" DIA. SCHEDULE 40
(1.66" OD X 0.140" WALL)
GALVANIZED STEEL PIPE
4t"
WEEPHOLE AT BASE OF VERTICAL
PIPE FOR DRAINAGE IF GROUTED
4,. INTO CONCRETE
I
SIDEWALK GUARDRAIL DETAIL
NTS
SIDEWALK GUARDRAIL EXPANSION JOINT DETAIL
N.LS
0.50'
5'
6.5' 5,
PLANTER SIDEWALK
&CURB
STD. CURB & GUTTER
R
1 2'
F ULTRA BLOCK
RETAINING WALL
WALL HEIGHT
VARIES
Tri
STANDARD CURB & CUTTER MOUNTARLE CURB & GGITER
36'
IDEWALK GUARDRAIL
CURB TO CURB
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BICYCLE
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24' TRAVEL
EKt RUMD CURB ''FULL DEPTH CUBA
BICYCLE
HE
6.5'.
LANE
LANE
LANE
5'
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C-5.0
9 OF 11
SIDEWALK
PLANTER
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E,
_-
1.5:1
�t
WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACTION JOINTS SHALL BE PLACED TO MA'fGH TRANSVERSE CONTRACTION JOINT
LOCATIONS IN STREET PAVEMENT AND 2f'Art REPAIR TIE BARS SHALL BE PLACED IN GREEN CONCRETE
CURB AND GUTTER SURFACEE5 GNAT L HAVE ABROOM FINISH PARALLEL TO THE LENGTH OF THE CURB,
SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3,900 PSI PIELOSTRENTGH (3,450 PSI LTE STRENGTH) 6.9 SACK MIX
V MIN:
CONCRETE.
e CURBS AND COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH(4,025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE.
36' MINOR COLLECTOR
STREET SECTION
i
5 C
HOLLY STREET TYPICAL
NTS
60'
R/W
36'
CURB TO CURB
I
6. 24' TRAVEL 6
BICYCLE BICYCLE
S
6.5' LANE LANE LANE
0.50' PLANTER
SIDEWALK & CURB STD. SHED
MATCH TO EXISTING 2.1 CROWN
GROUND ELEVATION 1.5%_
WHERE THERE'S NO ? - ?%
RETAINING WALL 77x,77 � i�/ /f r
1' MIN
6.5'
PLANTER -
& CURB
STD. CURB & GUTTER
36' MINOR COLLECTOR STREET SECTION
HOLLY STREET SECTION A -A NTS
0.50' 5.00' 6„
CURB
1-1/2" DIA. SCHEDULE 40
(1.9" OD X 0.145' WALL)
GALVANIZED STEEL PIPE TOP RAIL
1-1 2" DIA. SCHEDULE 40
(1.9° OD X 0.145' WALL)
GALVANIZED STEEL PIPE
0 4'-0' D.C. (MAX)
1-1/4" DIA. SCHEDULE 40
(1.66" OD X 0.140" WALL)
GALVANIZED STEEL PIPE
4t"
WEEPHOLE AT BASE OF VERTICAL
PIPE FOR DRAINAGE IF GROUTED
4,. INTO CONCRETE
I
SIDEWALK GUARDRAIL DETAIL
NTS
SIDEWALK GUARDRAIL EXPANSION JOINT DETAIL
N.LS
0.50'
5'
6.5' 5,
PLANTER SIDEWALK
&CURB
STD. CURB & GUTTER
R
1 2'
F ULTRA BLOCK
RETAINING WALL
WALL HEIGHT
VARIES
Tri
STANDARD CURB & CUTTER MOUNTARLE CURB & GGITER
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E,
_-
NOTES
�t
WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACTION JOINTS SHALL BE PLACED TO MA'fGH TRANSVERSE CONTRACTION JOINT
LOCATIONS IN STREET PAVEMENT AND 2f'Art REPAIR TIE BARS SHALL BE PLACED IN GREEN CONCRETE
CURB AND GUTTER SURFACEE5 GNAT L HAVE ABROOM FINISH PARALLEL TO THE LENGTH OF THE CURB,
SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3,900 PSI PIELOSTRENTGH (3,450 PSI LTE STRENGTH) 6.9 SACK MIX
CONCRETE.
e CURBS AND COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH(4,025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE.
i
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PRG.Fsf/
S1EF�O
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\ TRACT H 2a.oD'
\
-PROPOSED DETENTION POND #1 ----z1.00'--
p�s� r 30,500 SF
A \ . \ 28.021.00' o /1
CONTROL OVERFLOW
\ • `Sj�Op STRUCTURE PER -
PROPOSED:SWALE DETAIL ON THIs
�\ \ ... \ \ • ST�00. ... SHEET
PROPOSED\ 2p3pST
RETAINING WALL p
..`� \ \ " 57 - .,.
51¢00
VJB OVERFLOW WEIR
PER DETAIL ON �V /
THIS
IS SHEET
Q\\ \ \ • 12" ST \ / PROPOSED
\( \ \ PROPOSED FLOW \ FL=509.00 �\ RETAINING WALL
SPREADER PER ,�y,
DETAIL ON THIS
SHEET \.. �,/�....
OVERFLOW CONTROL
STRUCTURE PER CITY
STD. DWG 4-1 WITH.
PROPOSED ULTRABLOCK SLOTTED LID
RETAINING WALL 2.00'
GROWING
TO
POND #1 PROFILE
NTS
BOTTOM WIDTH VARIES �{
SEE SWALE DETAIL FOR.
DIMENSIONS. FLOWLINE VARIES
POND 1 SECTION B -B
NTS
4.00'
DAYLIGHT TO —
BACK-OF-SIDWALK
2.00'
F 0.50'
20'
j
N,
Ind
Xm
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L>(
`II
SGkE 7'=20'
0 20
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.
40'
3 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:
1. POND AND SWALE TO BE PIANTEO TO MEET CITY OF
SPRINGFIELD STANDARDS. PLANTING PLAN WILL BE
PREPARED DURING PIP DESIGN PROCESS.
DAYLIGHT TO EXISTING GRADE
DAYLIGHT TO PROPOSED LOT
54 PROPERTY LINE, SEE
*GRADING SHEET NUMBER*
FOR DETAILS
4.00'
i}
VARIES' �
1' GROWING Js
MEDIUM
SEE SWALE DETAIL FOR
DIMENSIONS
POND 1 SECTION A—A
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