11/16/2022 - PacketCity of Port Orchard
Land Use Committee
November 16, 2022 4:30 pm
Remote access on
Zoom Webinar Public Link (not to be used bV LU Committee):
https://us02web.zoom.us/m/86031 084892
Dial -in: 1 253 215 8782
Webinar ID: 860 3108 4892
AGENDA
1. Discussion: Temporary Signage (Fisk)
2. Discussion: Housing Action Plan Survey (Fisk)
3. Discussion: Multifamily Tax Exemption (Bond)
4. Discussion: McCormick North Village Park Improvements (Bond)
5. Discussion: December Meeting
GRAPHIC SCALE MCCORMICK WOODS NORTH PHASE III, DIVISION 3 & 4 PLAT
Q 80 160 A PORTION OF SECTION 4 & 5, TOWNSHIP 23N, RANGE 01 E, W.M.,
1 INCH = 80 FEET(22"x34") CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
SEWER LIFT STATION (DESIGNED BY OTHERS}
WATER MAIN DEAD END FOR FUTURE EXTENSION / �/ f OVERFLOW & FLOW CONTROL STRUCTURE
'���%'%�llll/11 /ll�llllll�l�ll'l � i
��1��l - - - SDI SD
///
73 I WATER QUALITY VAULT, POST DETENTION
72 74 75 I 8 GRAVITY SEWER ROUTED TO LIFT STATION (TYP)
A 76
�//
SEWER SERVICE (TYP) 0 / POND OUTFALL W/DIFFUSER TEE71
IV
:..•L ,., ,.:
// r S�
l f POND INLET X
151 i J
= - \ V } � -� � \ 1 I f ' 'VC �' � \ / �! � / � EMERGENCY OVERFLOW SPILLWAY
Il /�l
v e�150 FIRE HYDRANT(TYP))49 148 69 147 146 /145
/// 150' /A/S/S/UMi/ E/D 4 STREAM BUFFER
6a
//X
135
/
/
(/
i
/ /// / = / . / / _ 150' STREAM BUFFER \ 136 10' UTILITY EAEMENT
FRONTING LOTS TYP i
�� , � �/ 67 � — / 137 � { ) � �I �•, / 85� } A
138 I
/ 1 139 140 141 I I I -
15' BUILDING AND IMPERVIOUS /
/�/�/� SURFACE SETBACK I I I I 142 143 g44-I
// � 1
i� // / %ice I I 8�
1
g//��/ 66
//iii
f34 I
133 I_Qoa� 7 / I I 1 ` 1 \ \ 1 \ ` I 1 \
65 / � � / � - W -
/// � // �// // � �'!/�� � � / 132 \\
PHASE LINE ',/ �- / 131 DETENTION POND
- _ as
/� 64 / 130 n\ 1
j �j�%/ //// %///// //// / / 129 1128 �127 112� I I� 1 1 1 JI
I I I I 12�„� 124 1123
142—
// // � 89 � I\ J1 � � M/ %//j/�///�/// < �/ - — �- „ --- / -4� '13 / MCC \ \ t
/ CC ORMICK DIVISION 4A I 1 63 / ` 114
l �RM.I a-
116 I I A A) 1/
�opv I 1 1
117
62 S � / 8 WATER MAIN FOR ALL
/ ' ' ..., \ 118 INTERNAL PLAT ROADS (TYP)
INTERNAL LOT RETAINING WALLS, FOOTING
a I
DRAINS TO BE ROUTED TO STORMWATER I / \ / M / 119
i 61 / 111 / / ROOF DRAIN SERVICE (TYP}
/ MAIN WITHIN INTERNAL PLAT ROADS \ / � , .,•, � � �
/ `� : • .
/ 110 120 / PHASE LINE
� � :..•..:.:-
3 :... <.: Z.
l / 121 I n 12 WATER MAIN EXTENSION WITHIN McCORMICK VILLAGE DR.
107
91 106 I V 1
PHASE LINE
/1•. �11 / / //�/�/�/ / / ��//// 1
IL TEMPORARY DISPERSION PIPE INSTALLED05 ROADSIDE DITCH10
AS PART OF DEVELOPMENT FROM
92
McCORMICK DIVISION 2, TO BE REMOVED
\ /
6 :..
/ 13 / 103
STORMWATER POINT OF CONNECTION
/ 102
14 / P / / �; ! /� /�
/ , � / / � / / // /; / / / TO EXISTING McCORMICK DIVISION 2 :... .
15 � /, / � � I 1
// /i/ / / / i f 12" STUB. STORM TO BE ROUTED NORTH
/�// / \ \ \ 16 / 1�01 / / / 9-3 / 4 SEWER FORCE MAIN (ASSUMED) / ) \ 7+
/ / / / TO ROADSIDE DITCH
if l 17 190
V59 / / / 18 / / �/ 94
I I 4 ; O I \ �/ iR S OUTFALL FROM SEWER FORCE
19 / / / / / / / / / / MAIN AND TRANSITION MANHOLE !
5� / / ' / 2Q / / �// / / / / / / / / TO GRAVITY SEWER 1 �� / / / / 153
/ / A 56 / 55 - " / / 95 0 ,
3 38-4—
/ 54 / / 21 / / / ♦ // // / / / / /// / / / / � 8" LOOPED WATER MAIN
z / — / / 53 / a / /// WITHIN ROAD K / �j 154 /
WATER METER SERVICE (TYP) / 52 / �r "` r' 96/ j / (� \ \ l ( 1 / O / / // /
4U i 51 / /
41 50 / l / / �� / / �155
:..._ / 42
�2
/
/ 1 / \ / 49
s 9743 / ♦ / I ��' ♦ / /
48 / / I / 'I / /
/ / / 156
44 8" GRAVITY SEWER SERVICE \ /
/ \ / f 57 /
m I / �i
/ 35 / :. / 47 l
/ 34 _ Q� / 21 / ♦ / !
33 / :..: �Q 1 �8
/ 32 /
31 / c�0 / \ / / �/ ) �" / WATER POINT OF CONNECTION
/ 30 / / 24 \ / TO EXISTING McCORMICK
DIVISION 2 12" STUB
\ / 29-
VERIFICATION NOTE ` _ / 28�, 25 / — / 16Q ! � GRAVITY SEWER POINT OF /
a
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE 1 ` '�'�` CONNECTION TO EXISTING /
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY \ \'- OUTFALL TO DITCH FROM McCORMICK DIVISION 2 8" STUB / 161
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS f 1 1 4 / UPSTREAM AREA WITHIN
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER �� 1 0 McCORMICK DIVISION 2
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. ;` / DEVELOPMENT f 1 l
I/
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING WATER POINT OF CONNECTION / / / / — / / PHASE LINE
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF `
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION TO EXISTING McCORMICK
" STUB /
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY DIVISION 2 8
CONFLICTS ARE IDENTIFIED.
CALL 811 AT LEAST 48
HOURS BEFORE YOU DIG
PHASE LINE
Co
w
Q
0
z
O
a
o=
U
u�
w
0
z
O
CO
w
V L m
J w
o a,
Y
J Z aL
M i
• O M o
d�00-0
r� m
V o0 Q 2
Z p
�0
rn
� o (�
W0cm, qr�
'
Lu r
w>o4-)
N m
Z � fo V)
LL a _r
�ul)�4o
WI- —
zz�
0�
M
I,—nI L
W V N �
Q
LU
J_ 0 u
U
Y F.
NA
11 March 2022
J
d
o?
O
Lo
0
z
Lo
N
Z
_o
>
z
O
i--i w
J_ U)
U O
J O
�
J O
J z
w w
pz
r~
Lr)
o
W
Iwo m
0
oUL)
g3 Y
o
~ Y Z W
0Yg
ui
J U
U
0
U
�c
�CoY U
�
W
H Q
z
w
Z
w O
C/)
71
U U
DESIGNER:
M. GOULARTE
ENGINEER:
J. HAUG
DRAWN.
A. KING
S4&5 T23 N
R01E WM
DATE: 11
March 2022
REVISED: --.--.----
PROJECT: 21-111
DWG NAME:
21-111-C
SHEET
REV.
C13
13 OF
105
-7A Imp-
.3L�.. +■ 2aC n�'�+ L4 F .. .. 6R'�ii Xi e,�''9�''. �::':9i1..:4f ��- �„ -t°. '
• I n q. • A, v' t f
s �� �€, ■a i�. ti. '' ram[{ v� �� � � �- `..i • ` � ! g �
_ t;�; • �-� � ' � w. -.�?y. .� i �+�5 4+' ��y�.r �$ �i. 'fit -� _ .it���. .� !�' �..
it .4.cL•: .0 "�•If�l.�'�' ;yi P' �r 1.:v.y' .AC ,
" . dIt.
083.0006
106
171-00
, R'4� as
ks-
iz
Yi ■ c. _ ' Y [
4 069.0E
- �dk' r i r �• — is ,070-00
'
s6,g� ,� y �" F y
Y2 .r .A �;. � p 9 •l��1�[ Cvy�I ,. 073.0
• ��-.� x s A r ,l.'�i '�4 �l�i.�z '��' ��, y+ ��-AAA^0.0.0.�
: