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PORT ORCHARD
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CENTER (POCEC)
BAY STREET STUDY
STATE ROUTE 166 (SR-166)
RE -ALIGNMENT ANALYSIS
PORT ORCHARD, WA
DATE: 5\20\2022
DRAWN BY: BJB/KPFF
PRELIMINARY
SITE PLAN
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BAY STREET STUDY
STATE ROUTE 166 (SR-166)
RE -ALIGNMENT ANALYSIS
PORT ORCHARD, WA
TYPE: CURVES W/ TANGENT
SPEED LIMIT - 20 MPH
CENTER LINE - 100'R
SUPER ELEVATED -YES
DATE: 5/20/2022
DRAWN BY: BJB/KPFF
PRELIMINARY
GRADING PROFILE
1q)ff 0 10' 20'
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--------------
12' WALK 13' LANE 13' 13' LANE
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SCALE: 1" = 5'
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COMMUNITY EVENT
CENTER (POCEC)
BAY STREET STUDY
STATE ROUTE 166 (SR-166)
RE -ALIGNMENT ANALYSIS
PORT ORCHARD, WA
TYPE: CURVES W/ TANGENT
SPEED LIMIT - 20 MPH
CENTER LINE - 100'R
SUPER ELEVATED - YES
DATE: 5/20/2022
DRAWN BY: BJB/KPFF
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-------------
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PROPOSED GRADE AT CENTERLINE
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6
PORT ORCHARD
COMMUNITY EVENT
CENTER (POCEC)
BAY STREET STUDY
STATE ROUTE 166 (SR-166)
RE -ALIGNMENT ANALYSIS
PORT ORCHARD, WA
TYPE: CURVES W/ TANGENT
SPEED LIMIT - 20 MPH
CENTER LINE - 100'R
SUPER ELEVATED -YES
DATE: 5/20/2022
DRAWN BY: BJB/KPFF
6RELIMINARY
§ L
0'*_oJOk=ViA P�,OFI —
1q)ff 0 10' 20'
1601 5th Avenue, Suite 1600
Seattle, WA 98101 1 inch = 20 ft. HORZ
206.622.5822 0 1' 2'
www.kpff.com
1 inch = 2 ft. VERT
3
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ENC RE-,
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CB'1660— �
RIM = 12.24
CO C (NW) = 10.29
� S 88*21'20" E 49.68'J j►
/ SMH 1061
'RIM - 12.84
/ TOP 8" -DI W/ BALE (NVI�)'ti = 7.92
IE 24' S (NE),Ok 3.41
/ IE 24" S ( NON 3.39 O� k
AEL HANDRAILS
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Q ° d ° O ° `N ELLCTRICAL_WIRES (NIS) CB 4985 ASPH PARKING
ASP c1 EWER) RIM = 11.60'
° °°
/ _ IE 8" CMP (N) = 8.36'
d ° �G
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RES
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0
PET WASTE STATION
i� II \ ~ W
ASPH W ASPH #11
w ~ I I d CP #10 C•> P
/ cn ' \w\
V WOOD POLE
Ate, I I W 3" PVC RISER (N)
\ I I I STOP = 4 HOUR
I I � ° I w �o
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on I �- --�- 10' I I
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IE16"SS(S)- 6^ I I =
\ / O I \S I 1' IE I O
/ n `r\ — c,4 d
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SS /
°
S � ` I I �
S C� .SOLID • A S I
SS O Ord= CH SS H \ 6„ PVC (W) = 11.30 S ° U
OH —OH --OH-- �� ♦A V A \ �� Pvc (w) = 11.72' S�#12 ° S
S 0 \ l
� � AS
017
\SS
SSMH 1020 RI 1 M = 1 0/y
1.39 \ \ \N
S / RIM = 11.52 R���•\ \ S 0 • . �_, _
/ / J (N) = 6.99 IE 8" DI (W) _ ��� ♦ S \ \ \ \\\�� \p S I
8.08 IE 4" PVC (E) 10.26 \���` S �h \ \ �\ o Q A �O 0
/ /
/ 1 = 8.98 • ``S` SS �yASPH
CD
101
_\
7.
9.351 sS \��
•
0141
AIAV_ \ SS h
,� , - - \ ♦ ♦ \mac Oy
O _CB lrjj► h L, �F RMER N \ 0 ASPH
/ RIM \11 D 01 30 MIN. LOAD ZONE' ) ♦ \ _ �\�s
�� r n" �� /niini� �a �� �' H T SSMH 01Wb
O \ S RIM -
\SS1 E 1 e
.�_' i-0i I I
0
0� OH —OH —OH --OH
Cw ° ° I cm
I
I
SSMH 3550- I rn
I
RIM = 12.89' I W W�Q— w1 m
IE 16" SS (N) = 9.09' I �' I \ W— (n W
IE 16" SS (S) = 9.14' V) =
IE 6" SS (E) = 9.64' 1 I
--SS-SS--SS-
CB 481 - \ -
RIM _ .29' N - -
IE 6" GONG (N) A-06'
83'
IE 6" CONC (E) I I �
0
�A I (n
1
(n i�erd Sf
(n
cn ° \
OH OH
SSMH 3551
RIM = 33.69'
W IE 6" SS (W) = 25.95'
IE 6" SS (S) = 25.46'
ss — SS SS SS SS SS SS TsS SS
ROBERT GEIGER STREET - --�
— �Iu — SL —SD- —SD \
P CB 3552
= 31.22' 0
= 28. 72'
IE 8 „ PVC (W) = 28.85' \
I
(n
Sr �fy r \ �\ SS 16 GONG (SE{) _
/ _ \ \
S`�
p c
°
° °
// °•-• °CONC °d / / `LU L.7JL JVLIU LIU O \
' Jf RIM = 12.65' ♦ \/yO
° ° Z IE 12" CPP (NW) - 9.90' \
y CB 29
/ T RIM = 12.18
/ V I IE 12" CPP (W) - 9.85'
IE 12" CPP (E) = 9.80'
'` 0 RETAINING WALL
�\ c
/ s
/ \ O
\ o
/ c
O
PORT ORCHARD
COMMUNITY EVENT
CENTER (POCEC)
STATE ROUTE 166 (SR-166)
RE -ALIGNMENT ANALYSIS
PORT ORCHARD, WA
DATE: 5\20\2022
DRAWN BY: BJB/KPFF
EXISTING
UTILITY PLAN
NORTH
1601 5th Avenue, Suite 1600
Seattle, WA 98101 0 10 20
206.622.5822
www.kpff.com
SEE VIEW TO THE LEFT