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90% PlansDA
NOVO 1929
Scale:1
20 0
Scale
i=� N.L Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
City of Port Orchard Pedestrian Enhancement Project
n
Mosquito Fleet Trail
FOR: City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SHEETINDEX
C1.0
COVER SHEET
C2.0
ABBREVIATIONS, LEGEND, SYMOLS, VICINITY MAP INDEX
C3.0
ICEY MAP
C4.0
EXISTING CONDITIONS DEMOLITION, AND TESC PLAN -MARINA BOARDWALK
C4.1
EX[ STING CONDITION S DEMOLITION AND TESC PLAN -WATERFRONT
C4 .2
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN-ROCKWELL
C4.3
EXISTING CONDITIONS, DEMOLITION, AND TESL PLAN -BAY FORD
N 4
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BLACKJACK/ WESTBAY
C4.5
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN-WESTBAY/ BEACH
64.6
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST SOUTH
(4.7
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST NORTH
C4.8
EXISTING CONDITIONS, DEMOLITION, AND TESL PLAN -BAY ST CORNER
C4.9
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST/ TRACY
C4.10
EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST/ RETSIL
C5.0
TRAIL ALIGNMENT AND SURFACING PLAN -MARINA BOARDWALK
C5.1
TRAIL ALIGNMENT AND SURFACING PLAN -WATERFRONT PARK
65.2
TRAILALIGNMENT AND SURFACING PLAN-ROCKWELL
6.3
TRAIL ALIGNMENT AND SURFACING PLAN -BAY FORD
C5.4
TRAIL ALIGNMENT AND SURFACING PLAN -BLACKJACK/ WESTBAY
C5.5
TRAIL ALIGNMENT AND SURFACING PLAN-WESTBAY/ BEACH
C5.6
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST SOUTH
C5.7
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST NORTH
C5.8
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST CORNER
C5.9
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST/ TRACY
C5.10
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST/ RETSIL
C6.0
STORM AND GRADING PLAN -MARINA BOARDWALK
C6.1
STORM AND GRADING PLAN -WATERFRONT PARK
C6.2
STORM AND GRADING PLAN-ROCKWELL
C6.3
STORM AND GRADING PLAN -BAY FORD
C6.4
STORM AND GRADING PLAN -BLACKJACK/ WESTBAY
C6.5
STORM AND GRADING PLAN-WESTBAY/ BEACH
66.6
STORM AND GRADING PLAN -BAY ST SOUTH
C6.7
STORM AND GRADING PLAN -BAY ST NORTH
C6.8
STORM AND GRADING PLAN -BAY ST CORNER
C6.9
STORM AND GRADING PLAN -BAY ST/ TRACY
C6.10
STORM AND GRADING PLAN -BAY ST/ RETSIL
C7.0
TRAIL SECTIONS STA 11+90 TO STA 17+40
C7.1
TRAIL SECTIONS STA 17+90 TO STA 22+75
C7.2
TRAIL SECTIONS STA 22+75 TO STA 32+40
C73
TRAIL SECTIONS STA 32+90 TO STA 37+30
C7.4
TRAIL SECTIONS STA 36+51 TO STA 41+34
C7.5
TRAIL SECTIONS STA 42+43 TO STA 51+00
C7.6
TRAIL SECTIONS STA 51+56 TO STA 53+85
12.7
TRAIL SECTIONS STA 54+40 TO STA 57+45
C7.8
TRAIL SECTIONS STA 57+87 TO STA 59+54
C7.9
TRAIL SECTIONS STA 59+93 TO STA 63+19
C7.10
TRAIL SECTIONS STA 63+44 TO STA 66+35
C7.11
TRAIL SECTIONS STA 66165 TO STA 69+27
C8.0
MISC NOTES AND DETAILS I
C8.1
MISC NOTES AND DETAILS 2
C8.2
MISC NOTES AND DETAILS 3
C8.3
MISC NOTES AND DETAIS 4
C8.4
TESC NOTES AND DETAILS
S0.1
STRUCTURAL NOTES
SLO
MARINA BOARDWALK DECKING PLANS
S I A
MARINA BOARDWALK SECTION & DETAILS
S2.0
BRIDGE SECTION & PLAN
S2.1
BRIDGE FOUNDATION DETAILS
S3.0
CANTILEVER FOUNDATION DETAILS
S3.1
CANTILEVER SIDEWALK FRAMING DETAILS
S4.0
SEAWALL PLAN
S4.1
SEAWALL DETAILS
S5.0
DECK REPLACEMENT PLANS
SS.1
DECK REPLACEMENT DETAILS
S6.0
CULVERT AREA PLAN
S6.1
CULVERT AREA DETAILS
S7.0
WALL DETAILS 1
S7.1
WALL DETAILS 2
L1.0
LANDSCAPING PLAN 1
LI1
LANDSCAPING PLAN 2
L1.2
LANDSCAPING PLAN 3
LI.3
LANDSCAPING PLAN 4
L1,4
LANDSCAPING PLAN 5
REVISIONS
DESCRIPTION
=__=_
= _
----------------------------
__ _
_ _ _
-
-
-
::...:::::.::-:.:-..............::::..
.....:....
- . @q r
PROJECT AREA
=
. s T
SW .............
ST [ _
m
MILE HILL DR
0
Or
yN
QO N
o
?
<
�
=
U
rn
TREMONT ST
m
VICINITY MAP
SEC. 26, TWP. 24, R.1E
Abbreviations
A
ACRE
GALV
GALVANIZED
AC
ASPHALT CONCRETE, ACRE
GV
GATE VALVE
ADS
ADVANCED DRAINAGE SYSTEMS INC.
H
HEIGHT, HEAD, HORIZONTAL
AF
AUDITORS FILE
HD
HEAD
ALT
ALTERNATIVE
HOPE
HIGH DENSITY POLYETHYLENE
APN
AUDITORS PARCEL NUMBER
HMA
HOT MIX ASPHALT
APWA
AMERICAN PUBLIC WORKS ASSOCIATION
HWY
HIGHWAY
APPROX
APPROXIMATE
ID
INSIDE DIAMETER -
ASSHTO
AMERICAN ASSOCIATION OF STATE HIGHWAY &
IE
INVERT ELEVATION
TRANSPORTATION OFFICIALS
INFO
INFORMATION
ASTM
AMERICAN SOCIETY FOR TESTING & MATERIALS
IWS
INTERNATIONAL WEIGHTS & STANDARDS
ATB
ASPHALT TREATED BASE
L
LINE, LENGTH
ATTN
ATTENTION
LBS
POUNDS
AVE
AVENUE
LF
LINEAR FEET
BC
BOTTOM OF CURB
LT
LEFT
BH
BEEHIVE
MAX
MAXIMUM
BLVD
BOULEVARD
MECH
MECHANICAL
BMP
BEST MANAGEMENT PRACTICES
MH
MANHOLE
BOT
BOTTOM
MIN
MINIMUM
BOW
BACK OF WALK, BOTTOM OF EXPOSED WALL
MISC
MISCELLANEOUS
BW
BOTTOM OF EXPOSED WALL
MJ
MECHANICAL JOINT
C
CURVE
n
MANNING'S ROUGHNESS COEFICIENT
CCB
CEMENT CONCRETE PIPE
N
NORTH
CB
CATCH BASIN
NE
NORTHEAST
FM
CUBIC FEET PER MINUTE
N.G.V.D.
NATIONAL GEODETIC VERTICAL DATUM
CFS
CUBIC FEET PER SECOND
NTS
NOT TO SCALE
CL
CENTER LINE, CLASS
NO
NUMBER
CMP
CORRUGATED METAL PIPE
NOM
NOMINAL
CN
CURVE NUMBER
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
CO
CLEAN OUT, COUNTY
NW
NORTHWEST
COMM
COMMUNICATIONS
O.C.
ON CENTER
CONC
CONCRETE
OD
OUTSIDE DIAMETER
CS
CSBC
CAST STEEL
OFCO
OLYMPIC FOUNDARY COMPANY
C.S.T.C.
CRUSHED STONE BASE COURSE
CRUSHED SURFACING TOP COURSE
P
PC
POWER
POINT OF CURVATURE
CU FT
CUBIC FEET
PCC
POINT OF COMPOUND CURVATURE
DEC
DECIDUOUS, DEVELOPER'S EXTENSION CONTRACT
PG
PERFORMANCE GRADING, PAGE
A
DELTA (DEGREE OF CURVATURE)
PH
PHASE, PHONE
DEPT
DEPARTMENT
PIV
POST INDICATOR VALVE
DI
DUCTILE IRON
PL
PROPERTY LINE
DIA
DIAMETER
PPM
PARTS PER MILLION
E
EAST
PRC
POINT OF REVERSE CURVATURE
EA
EACH
PSF
POUNDS PER SQUARE FEET
EL
ELEVATION
PSI
POUNDS PER SQUARE INCH
ELEC
ELECTRICAL
PT
POINT OF TANGENCY
ELEV
ELEVATION
PVC
POLYVINYL CHLORIDE PIPE
EQ
EQUIVALENT
R
RADIUS
ETC
ETCETERA
RD
ROOF DRAIN, ROAD
EX
EXISTING
REO'D
REQUIRED
FDC
FIRE DEPARTMENT CONNECTION
R.O.W.
RIGHT OF WAY
FD
FOUNDATION DRAIN, FIRE DEPARTMENT
FIT
RIGHT
FDY
FOUNDARY
S
SOUTH
FF
FINISHED FLOOR
SD
STORM DRAIN
FL
FLOWLINE, FLANGE
SDAP
SITE DEVELOPMENT ACTIVITY PERMIT
FM
FORCE MAIN
SDCO
STORM DRAIN CLEAN OUT
FT
FEET
SDMH
STORM DRAIN MANHOLE
GA
GAUGE, GALVANIZED
SED
SEDIMENT
GAL
GALLON
SE
SOUTH EAST
SF
SQUARE FEET
SM
SOLID METAL
SO
SOUTH
SPEC
SPECIFICATION
SQ FT
SQUARE FEET
SO INS
SQUARE INCHES
SR
STATE ROUTE
SSCO
SANITARY SEWER CLEAN OUT
SSFM
SANITARY SEWER FORCE MAIN
SSMH
SANITARY SEWER MAN HOLE
SS
SANITARY SEWER, STAINLESS STEEL
ST
STREET
STA
STATION
STD
STANDARD
SW
SOUTH WEST
T
TELEPHONE
TB
TIE BACK
Tc
TIME OF CONCENTRATION
TC
TOP OF CURB
TE
TOP ELEVATION
TESC
TEMPORARY EROSION AND SEDIMENT CONTROL
TP
TOP OF PAVEMENT
TW
TOP OF EXPOSED WALL
TYP
TYPICAL
V
VERTICAL
VB
VERTICAL BLOCK, VERTICAL BEND
W
WIDTH, WITH, WATER, WEST
W/
WITH
WAC
WASHINGTON ADMINISTRATIVE CODE
WISHA
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ADMINISTRATION
WS
WATER SURFACE
W.SD.O.T.
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
-10- EXISTING GROUND CONTOUR (1' INTERVALS).
xlaxs
EXISTING GROUND SPOT E EL NATION.
EXISTINGCONCRETE SURFACE.
EXISTING ASPHALT PAVED SURFACE.
__ EXISTING ROCK PROTECTED SLOPE.
•-=
EXISTING ROCK RETAINING WALL
©
EXISTING STORM DRAIN MANHOLE (TYPE 11).
EXISTING STORM DRAIN CATCH BASIN (TYPE 1),
cso
EXISTING STORM DRAIN CLEANOUT.
---- SD_-
EXISTING STORM DRAIN LINE.
os _
EXISTING SANITARY SEWER MANHOLE.
°C0
EXISTING SANITARY SEWER CLEANOUT.
---Ss----
EXISTING SANITARY SEWER LINE.
-
APPROX. LOG 18" SAN. SEWER FORCE MAIN.
0
EXISTING FIRE HYDRANT.
1*
EXISTING WATER MANHOLE.
EXISTING WATER VALVE.
EXISTING WATER METER.
tJC
0
EXISTING FIRE DEPT. CONNECTION.
e
EXISTING IRRIGATION CONTROL VALVE.
au:r
EXISTING MONITORING WELL.
-_ W
- APPROX. LOCATION WATER LINE.
1-_-%
EXISTING UTILITIES POLE & GUY ANCHOR,
A
EXISTING UTILITIES POLE & LUMINAIRE.
�J
EXISTING ELECTRICAL CABINET.
"X
EXISTING LUMINAIRE
EXISTING YARD LIGHT.
(
EXISTING TRAFFIC CONTROL CABINET.
EXISTING JUNCTION BOX.
EXISTING POWER METER.
- _-- --- P ---
APPROX. LOCATION UNDERGROUND POWER.
�1
EXISTING TELEPHONE MANHOLE.
EXISTING TELEPHONE RISER.
07
EXISTING GAS VALVE
- G -
APPROX. LOCATION GAS MAIN.
-
EXISTING SIGN POST.
-
EXISTING MAILBOX.
EXISTING BOLLARD.
o c
EXISTING CHAIN LINK FENCE.
---"---"--'--
EXISTING BOARD FENCE.
----�--
EXISTING GUARD RAIL.
1
EXISTING CONIFER TREE.
EXISTING DECIDUOUS TREE.
_o w -
ORDINARY HIGH WATER LINE.
(AS DETERMINED BY GEO ENGINEERS)
®
PROPOSED STORM CB
PROPOSED STORM PIPE
_10--
PROPOSED GRADING CONTOUR
- -
PUBLIC ROW BOUNDARY
- - - -
PROPERTY BOUNDARY
-
PROPOSED EASEMENT
PROPOSED WALL I
®
PROPOSED WALL WITH RAIL o
PROPOSED CANTILEVER SUPPORT
4
PROPOSED PERMANENT SIGNAGE (MUTCO STANnU
2
DESIGNED
BY
RPJ
DATE
9/12
A
l.'J ngin Olson &Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchazd, WA 98366
.� 37979 4'
01820w
IQN6L Ely4l �
/9 j
+"f
ABBREVIATIONS, LEGEND, SYMBOLS, VICINITY MAP & INDEX
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Govt Lots 3 and 4, Section 26,
T o-hip 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: N.T.S.
DRAWN
JAT
9/12
DATE: Sep. 12, 2012
CHECKED
NL011
9/12
/
DRAWING NUMBER
097337-407193
APPROVED
ACCEPTED
SHEET C2.0
2
DESCRIPTION
REVISIONS I I BY I DATE' A I % j \�Cj' I%M'Y MAP
,4 N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Aveuue, P.O. Box 637, Port Orchard, WA 98366
DESIGNED
DRAWN
CHECKED
APPROVED
ACCEPTED
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range I East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
SCALE: 1 "= 180'
City of Port Orchard
DATE: Sep. 12, 2012
216 Prospect Street
DRAWING NUMBER
Port Orchard, WA 98366
097337407194
SHEET
Sinclair Inlet
. FZ)4-:TOTE M POLE...'-.
,
PLANIMETRIC DATA PROVIDED BY
Pee ' WARD C. MULLER & ASSOCIATES
--
INNER y
A _ HARBOR LINE-
11 1 �rrmirrr�irrrr�r3i r ri
1
I
tII I
EX Kr,ser
i
i
i
ILX EXTRUDED CONC CURB
A
DATUM
NGVD 1929
20 0 20 40
Scale in Feet
I
EX ASPHALT (TYP)
-EX EX-kU'M0 CONC,
---- ------ -
o ,
J,
I � EX AMY'S O;1BAY
I y RE. 1AURANT ! /
I I I ✓ � I I I I /�,%
II I j I �i7TlT/7irl/77T7%77iTi7777; /TT/� i� i /
REVISIONS
By
DATE
N.L.EXISTING
`�J LOlson &Associates, Inc.
Engineering, Planning and Surveying
(360) 895O. Boor (360) Fort Orchard,
2453 Bethel Avenue, P.O. Box 637, Port Orchard WA 98366
' ee 919�O W4
4'9sao ST E�G1 '
g
qp
{
CONDITIONS, DEMOLITION & T.E.S.C. -MARINA BOARDWALK
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Godt. Lots 1, 2,3 and 4, Section 25 and within Gov t. Lots 3 and 4, Section 26,
Township 24 N Range 1 East, City tsap County, Washington.
p North, g t, W.M., Ci of Port Orchard, Ki Coun Was n.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWN
JAT
9/12
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
SCALE: 1 u= 20'
DATE: Sep. 12, 2012
DRAWING NUMBER
097337-407195
SHEET C4.0
I
EX I i'
Sinclairblet /� 3L LING
I MIN oHw
(SIDNEY TIDELANDS) I ti
IPLANIMETRIC DATA PROVIDED BY TOPOGRAPHIC DATA PERFORMED I WARD C. MULLER 8 ASSOCIATES ' BY N.L. OLSON 1 ASSOCIATES, INC. NGVD 1929 � � /' � I- � - - <J s— f � / / ! o�`"/ '�•...-,_zo•�``,
Jai i EX 14" CONIC. WAL- 6 I. J.
Scale: V= 20' I o�� I 5 L -
I. - �� I �E''� I i EX CONC. F..�L,--,0 --
eHw �CW— zo o zo 40 I f= i I xs.6 1 I. 1�
OHW
ON \ ` Scale in Feet AY ARE '- WOOIJ-
WOOD CHIP ! STAIRWAY ll
i ,,LT1
ex 1 I\�W 1 EX COVERED TO
/ \-�. PICNIC AREA
EX 'A'OOD CURBS 1xaa
EX PAVEMENT MARKINGS TO1,-Ih'.�=�i l I t �`_\oHW` �\ �� •_ --� I I a/ �,f� ��/ I ./� xv.es ,l.a/ ..�� �.%�/✓
1? 1 _
Vc"
BE ADJUSTED AS REQ'D 1(J J / ,l1XE�_` ` gHw �oHw -- I EX ROCK MONUMENT 1 jJ' ! �/ I / ='.eb �. �%�/ ' / / l V
FOR BOARDWALK EXPANSION I / / /` largos^ �'--� , �� ..X `yam / o uvw - -- c^. � LU
( i 1 E �� _ torw - `�>, _ EX 'ACE OF CONIC. SEAWALL ti. .% - �H ` I �l //�(, o Z
-`--yC lV% RM 21.60" 22-._ 'l• _
EX LANDSCAPED ISLAiJDS iYP.� lI I _ oHW y--"- 3'--1,1, I /
222 i \ �'•I x-ass SAT IX CON REIE _ _ _ I I E PVC- 73.L F
Hw
1 9 = I-. F-
'�_tM BENCH MARK II/..� .. t ,�C/ { t2j /1 /�� x /.
SAWCUT EX ASPHALT (TYP) ELEVATION - 9.9 I �(� �- �' ° �. "� l _ / / / f// f z % / !/'� i �� I
\_ MAG NAIL SET IN J!�j Y /} EX u
PAVEMENT '- - ,x a J1 '/ l am!/ I TO , $fLOCATED CE ,
1-EX 4XTR',iL`L'J C°ONC. CUi'.B (TYP) FLA P,wE (T"P I/ /i / s.� 0
� aEhRH- � ° ,
CONIC. BLCCK tt'ALL - >�/ EX SS MH
/!, i' I ..-F -� x,c.u, RW. 1 71
EX. &CURB 't'^° EX °A.RKiNG STALL (Ty") EX CALEBC iE i2 U - Sx++=11 72 1 I
�To BE REMOVED (TYP I I 'I `^+_�% �F _ / I I r EXISTING CONCR O �M1 ' /�j'� % / - -� IE G J., ,+ `3-77 1
Z % "r,[° / %' ' i1-�.' - TO BE REMO (T;"PO "� / �/ / / 1 ,
\J\'�/ cX vAR - vicklPl
V- riANS Mt MD12,Ai i•A ds �/ // P ` / RIM
\`FM �ar3 �ffi � � c_y '/ //' i � �'" � / • ' _ �� i h - ` u'. Vl-- 21-G:; I
CAT N ASiN I I
41 IF 10,I 1 I
� / I
IE 2" COkC- N- i, 42 F 8 D! a 21-56 1
\` I / ,, F R' rCONC. �S'PG E2 I
5 Vy / cF :a- ry'��'`/ �j s5 � E B" t•C �7 u7 � 1
It (NOT CN?�CATCH 9 C
1 �1" L .r n o t I I
\\ J / - 4 ,' ti" '- 5 / `-i: AS! I I
4 c RF7, 2354 cI I I I
f A 1d'1-r.Li. I �µ� \P. o / / / Sfc".A. Jc I I I
{WCR}loll
/ I I I 1 I
5 r%V`
EX 1'ENL\SU ;'-:FD'lollEX SS
Ilool
L
�O
REVISIONS BY DATE A �7 7 R s EXISTING CONDITIONS, DEMOLITION & T.E.S.C. -WATERFRONT PARK FOR: SCALE: 1"= 20'
NO. DATE BY DESCRIPTION DESIGNED RPJ 9/12 L-J N.L. Olson & Associates, Inc. ° City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DATE: Sep. 12, 2012
DRAWN JAT 9/12 Engineering, Planning and Surveying '°.r 7919 c b4 DRAWING NUMBER
sTBaF Mosquito Fleet Trail 216 Prospect Street
CHECKED NLOII 9/12 (360)895-2350 or (360)876-2284 85y NAt. ENG�
APPROVED , Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within GOA Lots 3 and 4, Section 26, Port Orchard, WA 98366 097337-407196ast,
ACCEPTED
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 lot Township 24 North, Range 1 EW.M., City of Port Orchard, Kitsap County, Washington.
SHEET C4.1
- JP JP
JP
J,i
o DAT'OM ,Sinclair In
� (SIDNEY TIDELAND
NGVD 1928 PROTECT & RETAIN
EXSTORM P+PE _
20 0 20 40 xid+-�—OHW HW
iW
Scale in Feet
3 RE
21// t
155 LF SILT FENCE
�xe.47
A
' EX iCH N �._... o .. / 't,i //= RIM2,O,S7 c c
u" CJ6C. WALL -__/_ -. / J
X 70"xi C� CONC. „il_t;ldty (l Yr'( 4 ! Q a ,' / " C E ...,.52
/ EXISTING METER ADD f/ / I \ i �c , .azz �� If:. 11" CP,CP F 5.37_ i cx 7
_ -- - _ TRAFFIC BEARING LID'r M'r,RGW - B- EXIrZ ",-D .
IE B" C SE=7.17 so �.
xs. PRD T & RETAN / x_.>> r r
<' TCi,
""'._=°wW� MARK1. `..,.. 1 /! /�� MEANDER LINE .. _
m
_]__ i x923 —EX Jfj iEri
a� EX CA"CF As;N / /' N j o .�� Rf� s
__ onw --o�-� / -� - xsz 4 a' . c. 'vEr<T.t- s7( '?E?
` Y x / RiM 7 49 / / ° 7 a _
/ram_ —15 "=�t6�� �~ -X SIDEWALK &WALL '?" x ! i/ / / la 'o oil—C v o a.ss \V cry9 �\ Y
2t zasi to%- \` \��, _ -. \ 9 J f u, a / �� / TO BE REMOVED "% _7 / TO CONC. 6.Bd I ,I�'
` EX CONCRETE
ED CONSTRUCTION EASEMENT / / /j lfG REMOVED (TYP)
�c 7'"
x es xs.r
zo�r'"_3 I 77 /--tom__ r✓�' t �-
__<:s� \ EO BE REAS Hp ALT-
/f , tr
=r s
X Fi eIR,D D CURS-`1Ss _ .,,��__ `.�, TO BE REMO / EX 8`)��
FM --- F. -- iEBE:: REDiOVED ss -� -- FM ---._ma ss m �{ . TO BE REMk J
F �. �. -X r�R�t \ �n rr�s xt3a2 'ice
BE REMOVED \S _ ,_ � ` 1 k/
__ TO � E REM
SIL'yWALif/ j ®/
+�-- i PROTECT EX MANHOLE�4"_=�\,.,�„�1'I-`rx TO BE REM
_ADJUST RN AS-RE'O•D If' /
�� tlr r ;<_ - -•-:-_ s ��.. F �� \ tf / i-EX SS MH ='ass
,`. L ;f�: 15.37 F�.xta.ss 102 p Ql
2/ SS NH EX SS MH- r / 0 �/ Rftd IF B°FAY E-'n' .
v / OF 2' Fa+-t s
u_ i nE _ \
-1- / �2.SG IE PV E 2ok, \ T-� �! - FX CONC.CURB 1E GU�.krt
IE i0" PVC Sk7 i. 6U \ �``y.. TO REMAIN
'E 12 D IW = / s /
/ 1259 SAWCUT EX fY
SQL / ASPHALT (TYP) �; "\ w� -.� x--T ;'
%--tX E" "ex- a10.:;LRs
o RELOCATE \ ; -°' RELOCATE
A9ANDONED rO_f •'%i��
/ E GO E \ r TO BE REMOVED ��F� X HYDRANT\ \
/ \\
/ EX SS .4H- JPRIM z
a v{{�� \
10 LA W==13.45 �� % RELOCATE EX Vee r \ \
' S: a13 46 ' 1 / \ L_ POLE &GUY-
t � \ap
s \�
REVISIONS
BY
DATE
A N.L.Inc.EXISTING
NLOlson & Associates, I
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
i°,p g 3 19 q�
e370 L $Nr,\
��
CONDITIONS, DEMOLITION & T.E.S.C. PLAN-ROCKWELL
City of Port Orchard Pedestrian Enhancement Project
MosquitoFleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 Fast, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Pros
Port Orchard, WA 98366
SCALE: V= 20'
DESCRIPTION
DESIGNED
RPJ
9/12+J
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407197
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C4.2
DATUM
NGVD 1929
Scale: V= 20'
20 0 20 40
Scale in Feet
RELOCATE —
EX POLE & GUY
I
I
1
1
I
I
I
I
I
I
12" CPEP
Y
x10-4,
Ir x 11.56
X^SH
/ I
7n71-7T�rrrrrrr�rrrrrrrrrrr�r��
EX COMFORT INN
WI
Z
J
ci I
a
DESCRIPTION
Sinclair Inlet
(SIDNEY TIDELANDS)
EX SDCO TO REMAIN
ADJUST TE TO FINISH GRADE
�EXISTING ASPHALT
TO BE REMOVED (TYP)
/ LCCJJ C/j'Zx1C1
BENCH MARK
ELEVATION = 10.47 ---- —„---
MAG NAIL SET IN PAVEMENT
�
r�rr7,i/ir rirrri irrrirr�i�r� f�rrr��
REMOVE APPROX I/%
10' OF EX FENCE; r /
V /
0
o' V
'i
i I1�1
I
1
I
t
I
I
I
I
1
I
1
I
I
x as
o"
rr/r//7r/Tl/T�7TT/�7T i
RELOCATE—/ \�
EX POLE & GUY PORTION OF EX BUILDING
TO BE REMOVED \
-X G t 6.47
PROTECT & RETAIN
EX CONIC.
TO BE REMOVED
PROTECT V"'
- to----_ �� STORM PIPE
/ EX LIGHT POLE 0 yZ4 p_OLE TO BE
.s RELOCATED/RE'IAIRED RELOCATED/REPA
x9.62
\ 1 x955 I
x9-� �—
\ i
`EX CA :CH BASIN
RIM 9.33
iE 6" PVC N63 x9.59
\ !E 8' PVC, S 763
I \
I \
I
I �y
I \
I \
I\
1 \
s �
EX PAVEMENT & CURB
TO BE REMOVED (TYP)
SAWCUT EX
's." EXISTIP
TO BE
x 9.39
IM
x acx
9
I
1
,
I
1
I
I
I
,
,
I
t
1
r I
IOVED (TYP) I
I
I
RELOCATE
BENCH MARK
ELEVATION = 10.68
MAG NAIL SET IN PAVEMENT
RELOCATE AS REO'D
Big
—` EX LIGHT POLE
TO BE REPAIRED
I,
7
387 LF TEMPORARY FENCE A
I
R60'D DURINP CONSTRUCTIONi
xa_ea
i
\
( 1
I
X C�rCH BASN--�
-.M
1'
qd4
h °'VC ; 6 64
la; i
3 :•)VG S;t' 6 69
x 9.53
00 601, 1 1
V
11Ij
I 1 !
1
t
EX PAVEMENI\TO
l BE REMOVED
lr o
1
1 �
I
W
Z
i1
REVISIONS
BY
DATE
�=�N.L. Olson &Associates, Inc.
Engineering, Planning and Surveying
(360)895-2350 or (360) 876-2284
2453 Bettie( Avenue, P.O. Box 637, Port Orchard, WA 98366
�o RB.s ,e�, w4
.n8, or a Gtily4
egr0 pLr' Iq gg
1
EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY FORD
City of Port Orchard Pedestrian Enhancement ProjectDRAWING
Mosquito Fleet Trail _
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township24 North, R1 EW.M., CI of Port Orchard, YAsa County, Washington.
Range ast' � p �'
FOR:
Cityof Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DESIGNED
RPJ
s/,z
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
NUMBER
097337-407198
CHECKED
NL011
9/12
APPROVED
—.
ACCEPTED
SHEET C4.3
BENCH MARK
ELEVATION = 10.68
y AG NAIL SET IN PAVEMENT
tRELOCATE AS REQ'D
1�
—EX LIGHT POLO
1
TO BE REPAI
.
NGVD 1929
[; f Scale: V= 20'
I ,„
20 0 20 40
t Scale in Feet
`i �-.-.-
J
I x 8.l5
1
IEX 10" EXIRUCED CURS —
IX (A{EHO
1
I
I
1 !! I
I
I1'i CAICH BA4
R -774 1 \ II
IL 6, 0l
IE=5.39
I 14
I VV
1
I
DESCRIPTION
6" CONC 6 24 xtaz
8" PV'C 6.52
EX ..I IDc, AREA /" �.• '" \
0 1 f
i
EX 4" CONC.
i X 8 E.,L UU' ^UPB y
TO BE REMOykp 4
1
77T.
lul
_A E.
�X MEWDRLAL
VV
RIM-10 --. V
7!N
f
le,
I
I
1 o
Y
� it
1
i
SEE!!
1
%5a'.i
�1
it i!
i
!I �E.`
I
I
1p (�
-EX DUMPST R ENCLOSURE
�' 'E
v 1k`{
I a
ROS TO
—a —
%o33
Sinclair Inlet
(SIDNEY 71DELANDS)
BENCH MARK
ELEVATION = 10.74
x eAR MAG NAIL SET IN PAVEMENT
-aas TO BE RELOCATED
J-EX TOP OF 2" IRON PIPE - 8.95 xaav
\-EX CATCH BASIN
EX ASP: iALSLOPr
SUMP PUMP
RIM 6 32 %r
RIT
/
-O OF 8, RCN PIPE 4 62
- EXISTING ASPHALT TO
PROTECT & RETAIN EX CB,
\ BE RED (TYP)
SUMP PUMP & PIPE xl-
� �)� x6.84
x 6.88
437 LF TEMPORARY-
�_
CONSTRUCTION FENCE
EX iv CONC WALL
�—
a
\ x 7.11
(� Y �
X 10" CONC. WALE`-
3Uh
c RETAIN __ _�7T%
X :-44
�n TJAOING DCCn
^rlESTSAY But�l%,Nc
. 1
DCOCK xr.2e
�OAiIiG
----- _,.
E�SISTING"BOLLARD
y. ---- TO BE REMOVED
oxw 04w - oHw OH _....
W
1`11L��� ZZZR,.�
KISTING CON CR
� BE REMOVED
x.,.ABOLLARDI
70 BE RELOCATED
1L _
1
�5
}
i
gLj7-
i/
REVISIONS
BY
I DATE
q
L-J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
o
(360) 895-2330 r (360) 876-2264
2433 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
e
d'�o 9.
py 19g9 wa
ss c att N
!o 8
EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN
-BLACKJACK/ WESTBAY
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
itllate Within GOA Lots 1, 2, 3 and 4, Section 25 and K7thin Gov't. Lots 3 and 4, Section 26,
T24NhR1 EWM
Township North, Range East, .., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"=20t
DESIGNED
RPJ
9/12
DATE. Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407199
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
SHEET C4.4
0
1
I
I
I
I
DESCRIPTION
x;ass /
Mil
RIM
X\1
Sinclair Inlet
\ p
(SIDNEY TIDELANDS) � DATTIM
Scale: 1 20NGVD 1929
o zo ao
o_ x+ \o \ \ \� o Scale in Feet
1-XX 12CMCMP -=2. \\
EX PAVEMENT /o
/ �p _� \ zss �� .�i� -�, �� / 7`\,.,, `\ TO BE REMOVED /
X CATCti 3As,N
! 6' CONC. S -6.84
— "'%
x869 EX 6' UDE: LRa-j
u J_ '( — . - M_ EANDER LINE
_ .. _ _
114
x 10 /8 F•M��_ ` '�="�;•.e�.=�aww,r \ \ =-SS_-./ 1
TO BE RELOCATED x5.,e ---------------
I
d IA- -7- 8
EC CRAVE PARKINGh xeR
—4 CONSTRUCTION
TEMPORAR
CONSTRUCTION FENCE _ 1 _ # OHW OHW - --,.HW 1lHW--- 5 pHW—
ss � ' T EX ASPHALT -
t_;;� � 'TOBE-REMOVED
x EDGE 0: ASPHALT GV_R-- AY x ' Bay Street
.y !
x 575 x?-v
95
-X CATCH BAS.N-'
RIM =8 27
Pf1
'� _..�.i.GING
1 �
(/1377Tr1T/TrTT7rL:-�/T7TT/77i
�
/,.A-
7177772727-777TiT/T%T//
1 /•Y
B„Ilt;llte
�
Ia
1
I
(
�
1
Perry Avenue
i
FLAN'..
x 12C V=6 E8
e
REVISIONS
BY
DATE
A
A! -,,A N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 695O. Boor (360) Port Omb 4
2453 Bethel Avenue, P.O. Box 637, Port Orchazd, WA 98366
a e
q 797g$p a
,y r'ssea `fv
a xaL 8
�
EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN
WESTBAY/ BEACH
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., Cityof Port Orchard, Kitsa County, Washington.
P B t+ P tY� �
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: V'= 20'
DESIGNED
RPJ
9/12
DATE: Sep, 12, 2012
DRAWN
JAT
9 12
/
DRAWING NUMBER
097337-407200
CHECKED
NLO11
9 12
/
APPRovI=_o
ACCEPTED
SHEET C4.5
EX 12" CONC. It=6.54
o
12" CONC. IE-8.,0
i ose cY. -,. 2 AMP=7.'-,4
Sinclair Inlet
(SIDNEY TIDELANDS) / - /.' DATTJM
1 "= ' 20 Scale:
/ NGVD 192940
ZO 0 20 40
Scale in Feet
BENCH. MARK
/ ELEVATION = 8.60
MAG NAIL SET IN PAVEMENT , EX PAVEMENT
RELOCATE AS REM)TO BE REMOVED
- -
-- ---- �_-'— -'-------- PROTECI &RETAIN
12, CCNIC- EX STCFN'
------------
--•��" - 5�' ,__..,,,_ 'T _ _ _ — rwvr OHW-�-r--0HW"_1-----
v�
0HW -
EXTRUDED CURB '�-----'Bay Street
BE REMOVED
xe is ` :._..2
x lazs
EX 1; CONC f EX SS MN !
i $ B.01 RIM 9.24
IE N 7 79 IE 112` CONC -0 44
_il
erj v vA_Vc Mr � \ \
1-X D-0 —12
1 ���77/n%7?Z?77a
cx BUILDING
,
I
1
*1a44 —54 "-EX EXTRUDED CURB
SAWCUT EX ASPHALT (TYP) TO BE REMOVED
-ss-�ss_SS
-_ ss--—ss--
-_��
:5+.-_— -
12
x 12' :o:c Ir hsa-
` Fx ci Ba_,:N
J��36
x SS Mh-J
yF;x DCDG'
I RM
Y' Yf
I 1-12 CUNC 9.36
;E 12` CONC
EX -12 COYC. !E-8.+0=
— L
W S o l o o I o 1 LU
Z o I I I I I I ZI
JI I I 1 I I I J
FU-I I I I i � I FV-I
' "I
Perry Avenue
REVISIONS
I BY
I DATE
A 7�T
A.L.!& NOlson & Associates, Inc.
Engineering, Planning and Surveying
876
(360) 895-2350 or (360) -2284
2453 Bernet Avenue, P.O. Box 637, Port Orchard, WA 98366
A 7919Qp b4
�rssr 8T �,�� '
AL e
f
F"TING CONmIONS, DEMOLMON & T.E.S.C. PLAN -BAY ST SOUTH
of Port Orchard Pedestrian Enhancement Project
(City �
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: F'= 20'
DATE: Se 12, 2012
P•
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407201
CHECKED
NL011
s/12
APPROVED
ACCEPTED
SHEET C4.6
Sinclair Inlet
o
(SIDNEY TIDELANDS) / /
Scale: NGVD1929
20 0 20 40
,
Scale in Feet
- EBENCH MARK
/ EX PAVEMENT I
LEV10NA1- 10.37
.AG
NAIL SET IN PAVEMENT TO BE REMOVED (TYP),-
- RELOCATE AS REQ'D
/ - - — - - - ._ — e TE16 _ -
a —_._ - I 1 EX WATER NE
TO REMAIN ' `��
E�X UTILITY POLE
FX
-RELOCATE M IL
--_ 2
a—� - I __-- - -.----PROTECT & RETAIN I EX MAIL BOX i1/i��/ ��
-_
EX STORM OUTFALLI
-----
pry- f�
-PROTECT2& RETAIN ---- _.._-�..--_ --_._„ `..=- _- _ -- rn+w- - - - m, --
_w:
.__
EX STORM - - -- .^;."-^•' ^: _._..<;_ __ Yr��""-•-... -- _„"--
-.
:._..- �_'==--'3-_�__y-�-/�T��///
1.
EX EXTRUDED CURB' _X 10>,RUD
TO BE REMOVED ,=-
_-
sx s' crnc WALL
I � !
I�
I I
le
I I
1 I I
[M _ �'
SAWCUT EX ASPHALT(DV)
--�5 —Bay Street --
- -�—
_----------------
---
I I
BENCH MARK
i ELEVATION - 10.17
I MAG NAIL SET IN PAVEMENT
RELOCATE AS REQ'D
IE
BE REMOVED
X
-'""� ---- --_
- EX STORM DRAIN
! - ' ��-'--`-�. �--w.-----_'_---`_.
'"��=�-_�-
SAWCO7 EX ASPITALS-3YP - --
( }
—'
_ _ _� _
2„:--X-�- �-@X-I G
_� -- �`"".--'---�.. TO REMAIN"
20T-- /
20—_` -"^'i
- - -- _ — ---
z
-BE REM �L- 8 I �.a V:X R" CONIC. p.,
_ r� 21--�•-----
EX72' COPJ S.
---
„CI.
—� �-----T-------., NI. 1—
X v' ,.
—...��
T
IE
IE 5=8.75 I
I
1 t
I
( I
I
I UJ
I
I
6 I
�
I
_
' R
WI
I
Z
I
I
Z
I
vl
Perry Avenue
REVISIONS
A N.L.�
L-J NLOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360)876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'0, 919 v qe'
a 91 G`
'f370 L EK
EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST NORTH
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Govt. Lots 3 and 4, Section 26,
Township 24 Nord4 Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 "= 20'
DESCRIPTION
DESIGNED
DATE: Sep. 12, 2012
DRAWN
DRAWING NUMBER
097337407202
CHECKED
ANLOI1119/12
APPROVED
ACCEPTED
SHEET C4.7
/ Sinclair Inlet
o
(SIDNEY TIDELANDS) i' � , DATUM
y
Scale. n� 20� NGVD 1929
20 0 20 40
Scale in Feet
yea
10.17
ET IN PAVEMENT
S REQ'D I I EX PAVEMENT
TO BE REMOVED
- ---- - --a- ____•
_ p
�PROTE£>?1 &-RET81t'>_`- ��- -- - _. -- xl _ ' I — -Z--- — ' RELOCATE EX SIGNS
79 ----� - - _ X &JiC.DING
r-- / 11//11L 3-- �✓ _Il�l�
_ _ 4�1J1�1L{-/LLLl1 " � i - i E" DECK
-_q_— %' �1LX DECK (-_--._-_ �'� _ •- _'°.� \ _ /
—._
ccNr I I .«= �`_
r - --- I n,y Ex ss a
rQ-REMAIN - - _ _ L I _ _ \
- -
--=�.,._ c:,-t� .-. �7i -'- =-- rgtt"-'::'_ �_-_.___- :: -, _' .__ .. _ _ - _ -�_04•--- "'.�-^�-.� -.___. \,�.,� �.\ ham: ;�S.tlCt r'IFES
,i
- - - - - �- .Z�'/�a - - - Fl5 - - - /_EX UTILITY POLE
F =- Sf-- rT,+ -fc, - - — R,f -- -- -- e, - - ^+ �"`•- MAIN
,. I ,e•.. xas, DECK xv.az EA ` rcS.Y BARRIER � „ � -� �t�--.� \^� TO RE
CX 10 ..X1kJCeJ COR'�3 \
SAWCUT EX ASPHALT TYP —Bay Street TO BE REPLACED xsse 10 E REMOVED j \✓''
RELOCATE EX SIGNS
-
-- _ (� ``-,__�-=—�.-L—^l,,---�,--' _�1� BENCH MARK
K LEVATION2.08 !
e.-' -��C- �.- --y® �( -- may`—.r---� / � �-,�—��---- — , �;�y `111{i �� CONCRETE MONUMENT "NOS
�} al'r — L \-----J! -� �X BUILDING _i-- -\�— \ ^' P :..' I�1 2 \ MITCHELL 5 RM 2"
.--}o-----'EX GkA EL P�,RKIiV� 7TILDINGll i
J / \ \ \ RELOCATE/ ENCASE PER SURVEYOR
12CONC. k SS Vi y r l j( V
I tv=7.93 V , t + \ ,', v w� j _ TO BE REMOVED
'_.- IE S=7.67 _ 12" CONC.-2.53 1 I I ^� �\ ` ,., cX CA,JH BASIN-/ l ���\ y ', _�..
.X 12 CONi: li'-7.T5 ,� zg
\ RIM-a.ai. l
1 IE 8 NW-6-82 7 , t �:., E SIGN
� i 1
TOE REMOVED
I i RIB? `1 36 \�, }t i � � 1 `\J _ `� \• \
IE 1 i9 CONC R.
- 34fi �1_ ti� h�� I
`X WELL_ 9 + PROTECT & RETAIN :z
I �{� ADJuST RIM To
I I I I I I FINISH GRADE 1'J i s" , * T IiiTO Bk. REMq D\ 'a
.X O."AViTL IRKING
xi�st ly r...o� I! {il 916,
n f'
SIN \\
1J 1 0 0 0 13{ ' 1� y BE EMCAIOV D \
J I 1 I I I I RiM C3A N O +S,TR,
IC\T
IE 8.9FVC N 638 \EX FENCE
1-12CPFP SW08�s—>•
\
L) Ex 12' CPEP IL-76 �: �, - h 0 1 \ \
0. BS I\ ffLQCATC\EX GUY`
EX S IhRY SEtI�k V&AI
Perry Avenue
RELOCATE EX UTILITY POLE
— ,i1 111 1 _ I RELOCATE EX TELEPHONE RISER
f y
� REMOVE &RECONSTRUCT
i I I EX FENCE & MAIL BOX
--------------
i I— MATCH NEE
I ---------F- i J'
REVISIONS
BY
DATE
A N.L.p- I
`A NOlson �t Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchazd WA 96366
�
'0�o x 19 v W4
9`$ON L E�4
EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST CORNER
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't Lots 1, 2, 3 and 4, Section 25 and within Gov't Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City Of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: l '= 201
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: $ep. 12, 2�12
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407203
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C4.8
Sinclair Inlet oArDM
(SIDNEY TIDELANDS) \ \
\ \ \
\ \ \ \ NGVD 1929 0
\
APPROX LOCATION EX \ \ n�
\ \ STRUCTURES Scale: 1 — 20
(NOT SURVEYED) TIP. \
20 0 20 40
` \\ CITY uMlrs \
Scale to Feet
- ----- _ _ � _ '� MEANDER LINE
}`(`i tI, 111111�,' t'tt' �.LL•e,INxrrYP) CUNt• _ _ - _ _ _ _ _/ .. - .. - .. - .. - .. - .. - .. - .. - ../� _ _ 171
c } t \
6�t [ TTl7T/TT.\
.ILill
LX HUILDING I e1fT
TEX WATER RAFFIC BEAR ER LIDS HAVE �T T/,I ��� y � z� _---�� �-��1 DECK TO REMAIN 0 BE REPLAC III !
>Z I % -- l ,
x I EX WOOD L[..ic EX UTILITY POLE - ECK & SUPPOR /
----�--- ---- --- — r- --
; EX UTILITY P01LE_ _ `Y EX BUILDING /
AT��H UAS h! �EX CA iCk- iJ ASIn (------ i SURVEYED �1 BE REMOVED (TYP) I--x fix) 1,' I' 1(: \ ��'•"'4--t--- -----\\ �'I SAWIXIT EX DECK l" / E 6`SCir:C� �L S
1 I REMAIN 1
' RIM V 74 RIM-q 61 I STRUCTURE II
\ ! / - -"---- --- -{I 1- PROTECT--&- TAIN I / �r ..
s \ IE -10i M .f5 j' IE P,OT MEAS.) �I SIGN & MAIL BOX' ,o.� - :! j 1�I 1-' OUTFALL-o��____ � . 11 ( / ��l<YLL/, .) �; B..h vT y RELOCATE
RELOCATE EX I EX l SEE STRUCTURAL/, 8 'NC NW
_ ) ( 11'- - - - I I..,, _ -ci- - -� - o_ �X_. E_X UTILITY POLE 3� F\ 1 /- r
�R sis�T� —I
SSJN1F # n '�' --- - -' - - , .2 - _ - :r i- / 2 'A'
-. _.. 9 TRAFFIC BEA t. 2 ..---r \ti i'i �- �` T:. -r__ - - y \ �t X -C c'l\c CC r. /'!- `,,2" �,h .. 'J4
r xss3 / - o, .- :2a >.2TO- REMAIN
s -
_ o
—.'�-- _ r
55--..._... Sy -_.. ""-_ �_ ,_. SS_—_ S-- _-SS-____._. 55 ___--SS---S -._Sy _._ ... fs _._.. �S ._-._._... _ _.,�_..--gg-"-' .-___ SS---55 .—__ -'—� S7x. -:��. .155--.._.S_ .-'"_ _-� �' - S____-'�-SS ! _ I�L _ A� _
v
FM Irc (M1I f11 FA.--ht.�—..l— M1 - hM`""- c.C�:. Ba=Street'frvl% FM — M --F!� f};f-_fAi—xP.m99-- rk---.irJ--FM_ --fM _-L- cU_'� F F�1 �.-
.—._ __. _ -- =-- -�.'€ -- -... - - - --- -- ---- - £GUARD"RAIL.
RELOCATE EX UTILITY POLE REMOVE &RECONSTRUCT_ 11
x+o.za / �-12' COLC. SEA:NALL -0,3 i j (_,, ,2 TO BE RE6'40 D---
,0.3F r 7o1r. _
:.Y. 4" 'VC L-10.41-� EXx FENCE �.- ,p esax '---to
�Y1�QJECy-
.:vh4r ,y
- sn --- tt - _. to.._...._ -o -I -- c - c - - �� -' c c c --�-s--� - �, - E(0 ?l H 6E,,s , U
rtrt� I
�"�1�• '�t'- TFALL
�;� j, ----- \ ' -` so �ii � ( ��-- I,�_ -__'�_ •, ' xsa, �� c ��� � ,'�R,i::
- a �I -� - - n - x tae; I IE s2 v
anslN —i t — , .,ns ,
si 1 rX 12" CONC. WALL % SAWCUT EX - �-
12"
EX e CON,,. MALL-' 1 1
I I I LX f- C t! iN J 1 t i )--`-" �'✓\v I I ASPHALT (TYP x EX CATCH t:AS ry n zz \ T A F S, , 3
I ' 72- �: n I I RIVE 9 -/ 1 - . .. x,la; ) 7t.5: I I/ �t ` TO REMAIN
RELOCATE EX MAIL BOX 11 ItM- 63
IE d.90 _v 72 t� %T/TT77TT/77TTTTTTTT/7T iTT.-:T/T/J7/// .;'//ii�'T`
IFS Lrti Nx4=7. t: L CPW NW ,..,.. -
IL 4 CN%P �S -fl.75 EX CATCH BASIN - i t% 3� _D-uG
1 I I IF tZ CONC. HE- 5.52 I GEC;
I TO REMAIN Ri'2 9 fi TO REMAIN Z
;E >` CCNC. SW=7,26
1 I I I TO REMAIN
�= a
WI
z ,
( =
t�
\I I I I I
Lawrence Street
I � I
REVISIONS
BY
DATE
.
L%J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'° 9,119A 44
F,qs Nov
1 at
�
EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST/ TRACY
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., Cityof Port Orchard, Kitsa County, Washington.
P g � � p �'�SHEET
FOR:
City of Port Orchard
216 Prospect Street
Port Orch atd, WA 98366
SCALE: 1 '= 20'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407204
CHECKED
NL011
9/12
APPROVED
ACCEPTED
C4.9
G-fX S�EI_ PLAT'""
REVISIONS
DESCRIPTION
I
/
/
S
/
/
/
/
/
/
/ cX CAICH BASIN---
/
/ IE S2" CONC, N=B.69 \\
/ !E 1.2" GIMP E=9.93
.E 1.2" CONC. S=8.86 �
�o
I
fair Inlet /
Y TIDELANDS) /
/
NOTE: ACCESS TO EX BUILDINGS TO BE
/ MAINTAINED DURING CONSTRUCTION
/
/ TRELDCA,E DC SIGNS,�1�
j
t3T
UAIt
q 1�T 7 7 p_ Inc.DESIGNED
�-i 1� •L• Olson & Associates, I
Engineering, Planning and Surveying
(360)895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
RPJ
9/12
DRAWN
Jar
9/12
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
I
/
/
I
/
I
/
l
/
/
o�k`cX 12' CMP IE=13.85
/
/
/
EX RRN
/
CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST/ RETSIL I FOR:
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
DATUM
NGVD 1929
20 0 20 40
Scale in Feet
SCALE: 1 "= 20'
City of Port Orchard DATE: Sep. 12, 2012
DRAWING NUMBER
216 Prospect Street
Port Orchard, WA 98366 097337-407205
SHEET C4.10
LINE TABLE
LINE
LENGTH
BEARING
L1
8.94
N88'21'19"E
L2
23.66
N88'39'46"W
1_3
24.39
N88'46'08"E
1_4
43.68
N86'06'06"W
L5
37.20
N84'40'08"E
L6
10.04
N8574'16"W
1_7
29.04
N83'09'02"W
1_8
26.72
1 N80-59-49"W
L9
18.93
1 N79'40'33"W
L10
32.92
N78'26'22"W
1_11
30.30
N7645'46"
L12
18.62
N7476'32°W
L13
36.31
N73'08'19'W
L14
26.80
N74'39'13"W
L15
18.84
N75'30'09"W
Lib
16.11
N76'45'57"W
L17
27.73
N78i5'38"W
CURVE TABLE
LINE
LENGTH
RADIUS
DELTA
C7
21.25
70.00
1T2336"
C2
20.56
1 70.00
16-49'28°
` rr POLE'��
d
„TOTEM
sr. _
_
I --
INNER
HARBOR LINE - -
�•' � FjTi/r/TTrir///rririrr.7r>,TTirTTrrTri�ir�/��i�inT
FX KI7SAP RECjONALIBRARY
PAVEMENT MARKING LEGEND
1Q 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
1Z 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
Q 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
Q 18" WIDE PAINTED WHITE BARRIER LINE t'
i
© 4° WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
PLANIMETRIC DATA PROVIDED BY
WARD C. MULLER & ASSOCIATES
TRAIL BEGINS
BEGIN STA. 6+57.50
A LINE STA. 88+01.07, 164.90 LT
i
i
NOTE: SIGNS TO /
MUTCD STANDARDS
Sinclair Inlet
SURFACING LEGEND
GRASS/ LANDSCAPING
HMA;r (PG 58-22)
GRAVEL (C.S.LC.)
0 CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
METAL GRATE
DATUM
NGVD 1929
Scale: 1 "= 20'
20 0 20 40
Scale in Feet
STATION
_`ELOCATE IIX RAMPS (11P)
Q
L
! I�
� I I
t - A
I
I
I
I
N I I
7-=X LANDSCAPED ISLANDS (IYP.�
� iA
J � I
I W)
J�
r j H �.
IV �� A.,
_-'-• nn• nn nn"F I
77 i EXTEND EXISTING _ le
PAVEMENT MAKINGS C8.1
857.088
loo,� Z'
I I EX AV.YS ON THE
r BAY /
1 I RESTAURANT
P /
i
f
T/T/TTT7T/T�T/TT/7T/.7TTJTTT/jT \ � //
REVISIONS
BY
DATE
A
L-'J N.L. Olson & Associates, Inc.
Engineering, Plannin and Serve
g Surveying
(360) 895.. Boor (360) Port Orch 4
2453 Bethel Avenue, P.O. Box 637, Por[ Oichazd, WA 98366
a~ bb
'0,p c w4
° '�mss
setoxA 8N
tq t
}®
RAIL ALIGNMENT AND SURFACING PLAN -MARINA BOARDWALK
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, ICltsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 n= 20
DATE: Sep. 12, 2011
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407206
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C5.0
ACCEPTED
ISURFACING LEGEND
GRASS/ LANDSCAPING
I
HMA h (PG 58-22)
IGRAVEL
(C.S.T.C.)
0
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
I
METAL GRATE
iEX PENINSULA FEED
[NO. I DATE I BY I DESCRIPTION
I
00' 00.00"E
857.088
I
I
PAVEMENT MARKING LEGEND
i
1Q 4' WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
® 4' WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 1
® 18' PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 I /
I
, 0 PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 �
I 1 ® 18' WIDE PAINTED WHITE BARRIER LINE X
® 4' WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
1 Sinclair Inlet
I 8 4' WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
nATTJM
I(SIDNEY TIDELANDS)
I NGVD1929--
PLANIMETRIC DATA PROVIDED BY I To DATA PERFORMED /
I WARD C. HULLER ASSOCIATES BY N.L. OLSON & ASSOCIATES, INC. - —I
Scale: 1"= 20' �- ;.t
{1
0 20 40tX 14 t,CkC. MALL-= L
Scale in Feet
CANTILEVER OF EX WOODEN
999 BOARDWALK TO BE REMOVED -
WIC
-- I R4-3A '!! / Y
` I �Ay A.h'_- I I'I X tiCOC �e
1 RI-t , I I / I PnBL( . ` (WO "� Ci-PS) r ST -R`WA
r I
EX COWERED
Wain PICNIC AREA
! -
R4-3A BIKES EX WOOD CORE
�muu
I f
IEx Ro,.x MGN.IM-raT
EXTEND EXISTING 1 PAVEMENT MAKINGS C8.1
__ --- -_ _. __ I EX FACE Or CONC. SE4aSnLL-\
X FXIFWED CONC. CURB (Iv?) r
--X r'ASKNG
�
S�A�..L. (:Y!')
s
/J -
If
iJ
I �\
X ,"HEEL CHAIR RAMP
P
,max ?Fs;
i4ibvh
VZ'ItR„ NS MEMORIAL 'NAL
BLOC( WALL
Boa M - N, oi✓ s J+/ // z o
{ se
/
/ x
ME4S.f I
RII 2
i r �(E 6"
EX CA-C - BASIN(
a 2; <
I_ (r'-' MEAS.)
I
1
I I
I I
/ pHW
1 F,JiLL:NG
j0HW
z}. W OHW
(FOR prcti,
79.6b
Y �
ODLU
I
Raf J ?2 I
I t D ry S"tf -1' :7 I J
\ iE ; - 827 `= 1
\--- 1 JZ'�IV Q
f 2
EX C=.TOr
B'S"I - I ' 2!: E ,10"
RIM2
IE itCONIC.42 E 15=21.36
II II
I
I I
IE 8" CONC.
7
C
Q
d
w I 1 1
60
y 1 I
to I
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C3
28.31
50.00
32°26'33"
C4
38.67
50.00
4418'37"
C5
62.66
52.00
69°02'15"
C6
55.58
52.00
6114*34"
C7
1 9.05
CB
65.18
C9
40.81
LINE TABLE
LINE
LENGTH
BEARING
L17
27,73
N7815'38"W
L18
35.22
N80°25'15"W
L19
25.87
N81°40'07"W
L20
103.07
S86°27'48"W
200.00
2°35'29"
I
200.00
18'40'22"
I
400.00
5°50'42"
--®--_�.--��.--
I
II
--.-®--J
II
L
REVISIONS
BY
DATE
A
L-J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Pon Orchard, WA 98366
4
s Titt .0
Seto at. sW
�
4
L ALIGNMENT AND SURFACING PLAN -WATERFRONT PARK
City of Port Orchard Pedestrian Enhancement ProjectDRAWING
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
Cityof Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: =
DATE: Sep. 12, 2011
DESIGNED
RPJ
9/12
DRAWN
dnr
s/1z
NUMBER..
097337-407207
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
SHEET CS.1
/
c DATOM ' ; Sinclair Inlet '
/ (SIDNEY TIDELANDS) / -
NGVD 1929 /
Scale: V= 20'
20 40
0 01
/ SURFACING LEGEND
/
Scale in Feet / /M GRASS/ LANDSCAPING / \'
GRAVEL (C.S.T.C.)
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
-iX 1(1'x10" CONC. CO,UMN (TYP) ' r J 4
�W oHw oHw MARKS
o �ELEtGN4� 0.0
MAG NAILS bl,
FM -_ f M __ _ FM
EX SS MF
X SS M�--
RIM 2OA4
RIM-19.28
E it'" PVC NE
iE 10" PVC E=S2.6B
12.59
E. PVC
IE 12" D SW'
.C"
SW-12.68
12.59
NOTE: ALL STATIONS
REFERENCED FROM A -LINE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C10
66.01
150.00
2512'52-
C11
33.45
150.00
12-46'31"
C12
65.51
544.68
6'53'27"
C13
39.38
90.00
25'0422"
C14
95.57
75.60
72'00'37"
C15
115.23
90.00
73'21'19'
C16
78.54
150.00
30'00'00'
C17
1 72.78
1100.00
41°41'50"
_ `X 6' rXJRUDED CJRr!�_s
Fk
EX UTI
LINE TABLE
LINE
LENGTH
BEARING
L21
34.09
I N8852'34"E
L22
45.41
S89°43'46"E
L23
117.81
N7T14'23"E
\ \� MATCH IN GRAI
` yr\ � �f?��
N70* 22.81"E
0 8.340
ABANDONED POLE
TO BE REMOVED \ H- /
EX SS M� � /
RIM=16.46 /
IE 10" PVC
IE a" CLAY
SE=13.46 /
Q /
PAVEMENT MARKING LEGEND 3� /
iQ 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
Q 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 '
P
Q la' WIDE PAINTED WHITE BARRIER LINE
© 4" WIDE BROKEN YELLOW UNE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2-LEja
/
/
/
/
°+w
•_�__-------------aiw
/
/
CA1CH BASIN RI /
RIM-10.3i
IF 12" CPEP
IF 12" C'EP C 5.92 ;
1E 8" PYC S ?.72
IE 8" PVC SE 7.1�
I'llVCNi' nft r.
CPEP - 5.22
/ � E
�X ROW
r
RELOCATE
1 EX 8" ExiKUOLD i;l:P'".P-�
't `-r ER LINE
i
� - ' , I � r
so-
EX SD MH
� 1' INSIDE CURVE WIDENING
✓ .
(FOR C75 & C76) _ .P.L.-951
/
is G 1� 12" CPE? N=526 0
I" 12' CPEP 'W-5.26
I Ti
-x a ccnc % 1 i
K.
®1
j 135 LF 36" HIGH HANDRAIL o 00
x CONIC CURB &CUT rR h
PROTECT & RETAIN
RELOC
YDRANT �o \ (/"-EX 8' EXTRUDED CURB ',..
` RELOCATE
RAMP \\RETAI
8, 1 �� Ate. CURB\ \ \
RELOCATE EX try
.-7-r-� POLE &GUY \ � �
R61W15.37
8' CLAY E-W'=5.19
/ 100+00 STATION
INTERSECTION BAY ST
/ & SECTION LINE \ \
REVISIONS
1By
1 DATE
A
L�J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
. s
'° $�1$8ba c4'
e�sr gt. E
TRAIL ALIGNMENT AND SURFACING PLAN-ROCKWELL
Cif. of Port Orchard Pedestrian Enhancement Project
`'� '
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 2$ and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington,
FOR:
City of Port Orchard
�'
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2011
DRAWN
JAT
9/12
DRAWING NUMBER
37-407208
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET CS.2
M�PNo/R �\N�
/
t.X CGhif ORT IN`�
DESCRIPTION
TW=TOP OT WALL
BW=BOTTOM OF EXPOSED WALL
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C17
72.78
100.00
41'41'50"
C18
24.21
100.00
13*52'17'
C19
26.68
100.00
1517'02"
C20
26.28
100.00
15'03'27"
C21
130.66
90.00
83'10'55"
C22
53.09
100.00
30'2512"
C23
42.97
20.00
123'05'50"
SURFACING LEGEND
GRASS/ LANDSCAPING
HMA Kt" (PG 58-22)
0 GRAVEL (C.S.T.C.)
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
LINE TABLE
LINE
LENGTH
BEARING
L23
117.81
N7714'23"E
L24
153.63
S88-53'25"E
L25
114.48
S89'O6'56"E
L26
11.65
S5'56'00'E
L27
129.00
N81'23'22'E
� N
—v—v=
T�
rn
o A -LINE
=Y. ST. 014CENT DE PAUL
Sinclair Inlet
(SIDNEY TIDELANDS)
ATTACH LIGHT TO
RELOCATED POLE
. NW 00' 00.00"E
PAVEMENT MARKING LEGEND
>a
I
650 LF 6' TALL —
CHAIN LINK
SCREENING FENCE
1Q 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
® 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
© 18' PAINTED STOP BAR WSDOT STD PLAN M-15AD-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-D1
Q 18" WIDE PAINTED WHITE BARRIER LINE
® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
6 4' WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
REVISIONS
BY
DATE
A
`-14 N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895.2350 or (360) 676-2284
2453 Bethel Avenue, P.O. Box 637, Port Orehad, WA 98366
n cy Y
"090 qg 919 W
=88%°�,r4
sto 8�
�g]
TRAIL ALIGNMENT AND SURFACING PLAN -BAY FORD
Cityof Port Orchard Pedestrian Enhancement Project
')
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: I "= 20'
DATE: Sep. 12, 2011
DESIGNED
RPJ
9/12
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407209
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C5.3
�
E
1
�11
i
1
=�1 23 LF 0.5'
HIGH WALL
L 6" CONC-6.24
4
�
1 f
tf �IE 8" PVC=6.52
I
MINIMUM INSIDE
-'•CURVE WIDENING
DESCRIPTION
DATUM c
NGVD 1929
Scale: 1 "= 20'
20 0 20 40
Scale in Feet
1
1
I
1
1
I
1
1
I
EX SLIDE Atf:A-,�
4' INSIDE CURVE
WIDENING
TYPE 7-2 GRATE 6
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C24
13.93
20.00
39°54'22'
C25
44.41
100.00
25704"
C26
111.07
600.00
10736'24"
C27
917.22
140.00
4758'26"
C28
35.89
100.00
20°33'38"
C29
25.36
90.00
16'08'43°
LINE TABLE
LINE
LENGTH
BEARING
L27
129.00
N81'23'22"E
L28
110.84
S75'52'45"E
L29
13.93
S80'17'40"E
O�
POWERED
` PEDESTAL LIGHT
�200' sPaarlc (TYP)
EX 90' CONC. itiA::.
-EX SPEED 00-P
1
DOCK F
EX LCPC�NC f
ji.
EX 6 EXTRUDED CURB
TO BE REMOVED
�l77,77, l
.I
EX ROCH MONUMENT
-tX GFZt501
X MEMO!R!AL �tIC.CS�'. `--
6' WIDE CONCRETE
i x
1
IN BRIDGE CENTER
- �"
--
�i
EX 4" CONS L
5.54
11 _✓.
I ✓
EX CA.TCh-fiA-ST
IL 4" CON^ .
N90° 00' 00.00"E
00 223.255
i
1 ��-✓
A
' f
�,
(gyp
I
€ ,
1
�.• i
LX Oi,VPSTER ENCLOSURE
Sinclair Inlet
(SIDNEY TIDELANDS)
rX TOP OF 2' IRON PIPE _
BENCH MARK
ELEVATION = 10.74
MAG NAIL SET IN PAVEMENT
TO BE RELOCATED AS REO'D
t\ _ `' 'fir•- y`
o `—EX CATCH BASIN
W� SUMP PUMP
RIM -6.32
101 OF 8" IRON PIPE 4.62
PROTECT & RETAIN
CB & PIPE
- X 10" CONC. ''WALL
RAVE
EX LOADING DGCK
,h,ES 7Al GU L CaNG
SURFACING LEGEND
0 GRASS/ LANDSCAPING
0 HMA r (PG 58-22)
0 GRAVEL (C.S.LC.)
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
oHW
PAVEMENT MARKING LEGEND
—OHW
L29
/ i
1
' ---
/! -
W
J
X
�I
i�
iQ 4' WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
® 4' WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
® 18" WIDE PAINTED WHITE BARRIER LINE
Q 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
REVISIONS
BY
DATE
A�T y�
N.L. Olson & Associates Inc.
�
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Av w, P.O. Box 637, Pod Orchard, WA 98366
.e q°
ao GIST oo` w
%'4SION® 8�
gp�� F
°a"@
TRAIL ALIGNMENT AND SURFACING PLAN -BLACKJACK/ WEST BAY
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within GOVt. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
'1'OWdSllt 24 North, Range 1 East, VV.1V1., Cl Of POPI ®ICllai ltltSa COUII Washington.
p g City d' p County,
FOR:
City
Cl of Port Orchard
216 Prospect Street
hard,
Port (7rC WA 98366
SCALE: 1 '= 20'
DATE: Sep. 12, 2011
DESIGNED
RPJ
9/12
/
DRAWN
Jar
9/12
DRAWING NUMBER
097337-407210
CHECKED
NL011
9/12
APPROVED{
ACCEPTED
SHEET C5.4
/
R9-6
rk£
I YIELD
I To
PEDs
ee
;
-rX CATCH 3ASN
%- � RIM- 8.54
p�
-�
ExrrcucD CURB /
LINSS
'^----'r:,i-...—_.__._ FM —_---_ FM _- __— FM _..
_—Fbi--.---'r hi —__.. _ FM."_._-- Fv ___.. — i�v: —_— �-k
1
I
I
I
I
I
I
I
I
DESCRIPTION
u
NO (�
MOTOR YIELD
YENtl'I Ft TO
PEDS
RELOCATE
�EX SIGNS
65-3
N0-
MVri011TCl�Fs X CATCH BASIN 1 _
ZM=7.58
6` CONC. N=6.: 3 �. EX GRAVELsRKING
ss
� ss�
tM :-a;ru-3s,ed`_ FOFle---_su�
SSA`
SS
E —�
LINE TABLE
LINE
LENGTH
1 BEARING
L30
1 49.60
N29'41'51"E
L31
56.84
N29'45'O6"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C30
L0.78
140.00
67 42'30"
C31
91.28
400.00
13'04'32"
C32
50.37
135.00
217232'
Z,
i
i/
i
/
/
i
Z,
i'
EX EDCE Or ASHAL.T OV"_R:_3Y--'�---
Bay Street
--------- -
---------------
---- — — — —
® r �
( I 1
X CD CH BASIN-�
I 1 I E1 CMPW 6.
1 E " CAMP 6
0
DATUM
Scale: V= 20' NGVD 1929
20 0 20 40
Scale in Feet
X "L Cl r ,E=2...< Sinclair Inlet /
i
(SIDNEY TIDELANDS) '
_X 1C t)
PARKING SPACES SHOWN
FOR ILLUSTRATION ONLM,
ss-NO PAINT MARKS REO'4)-
`X SS M.H-i
R:M=>.95
IE 12' C CNC. =-OS9
-BARRIER END SECTION -
" -- . . _. .
STA. 12+11.64, 90.27 LT
BRICK ; ..AN F2
EX CAP : ,.A';,
t- ti6 34
777, 7//f - t 12 CON =s.88
I
/77yT/77TTT/TT/7T/Tll /iTTl7TTTY/l 77
EX 3UiLONG I TTTTTTT/TTI�T/T/TT 77TTi?? T/Tl" 7T17 7T/i i T77771/iTllT/Ti Jl/7T/7T7TTIIT/7TT7i7T/,
OEX 'h.Ul(DitiC
I o 0
I I
Perry Avenue
NOTE: ALL STATIONS
REFERENCED FROM A —LINE
I
I
I X 12' CONIC.:;;-=6.
L-1-'
SURFACING LEGEND
PAVEMENT MARKING LEGEND
GRASS/ LANDSCAPING
iQ e WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
HMA Y" (PG 58-22)
© 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
GRAVEL (C.S.T.C.)
© 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
C
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
® 18" WIDE PAINTED WHITE BARRIER LINE
® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCO FIG 9C-2
® 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
REVISIONS
BY
DATE
a,
L-'J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Omhud, WA 98366
1 " "
'0•f+0, 1E8 �v'
a Oti {
9rONA4
t
TRAIL ALIGNMENT AND SURFACING PLAN -WEST BAY/ BEACH
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Tian 1 East, W.M., Cityof Port Orchard, Kitsa County, W ashin on.
p p ty,
FOR
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 °= 20'
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2011
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407211
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C5.5
PAVEMENT MARKING LEGEND
10 4" WIDE WHITE EDGE LINE WSDOT STO PLAN M-20.10-01
02 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STO PLAN M-20.10-01
® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
® 18" WIDE PAINTED WHITE BARRIER LINE
® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
Q 4' WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
- / SURFACING LEGEND
LINE TABLE
UNE
LENGTH
BEARING
L32
56.38
N29'41'03"E
L33
54.11
N29'40'50"E
L34
55.64
N29'46'34"E
L35
28.13
N30'02'13"E
L36
51.83
N29°50'12"E
L37
54.05
N30'01'56"E
L38
56.33
N30'08'50"E
L39
53.37
N29'S1'06"E
L40
52.24
N30-03-41"E
L41
52.22
N28'46'06"E
L42
50.22
N26-55'03"E
443
51.77
N2515'06"E
Sinclair Inlet
/ (SIDNEY TIDELANDS) - ' IZ
/ / /'
/ /
s /
,
0
q DATUM
I __ '_
SCa1e: I 20' NGVD 1929
20 0 20 40
Scale in Feet
/- GRASS/ LANDSCAPING ,- / / /'
-- HMA h' (PG 58-22)
/ 0 -- / /-' --,
GRAVEL (C.S.T.C.) / /
,- CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
BENCH MARK IN / /
ELEVATION = 8/
s / MAG NAIL SET IN PAVEMENT
10
0
EX ; 2" CONC. IE=6.54
p1EANDER UNE �. .. —
\\
—SS SS 55— LSD
SS— 55-55-
-_X 12' E-u 'v
I�
X JRA41 VALVE MH-
.,G.i, .
I :T,
'X IE 12 0IP=7.5s-y� I
I I
iX 12" CONC_ l _�. 55 M..
IE S=8.G1 RIM=9.2-
EYIM 9.59
I
IE N=! 79 IE 12" CONC. 0.44
I
1 I
i
1 1
I I
I
I
I
EX 12' CONC. f..= 3.66
Bay Street
SS—
/ ( )---
892 LF PRECAST CONCRETE BARRIEf(
W RAIL 42" TOTAL HEIGHT
_SS SS
SS -- SS —S3_
7
!\
EX 17" CONC. it-894J///
tX CATCH BASIN
EX SS M:.-/
TT // /TTTlTTTlI/��1 I !rX 9
I RiM-
� 2, CO CGNC.=9.GE
RIM=" CO
IE 1� CONC.=t4.
=X BUILDING
I
I
I
I
I
I
I
I
1
I
I
WI
Z o I I o I o I o 1 I ZI
J I I II 1
Perry Avenue
NOTE: ALL STATIONS
REFERENCED FROM A —LINE
REVISIONS
BY
DATE
A N.L.p�
`�J NL®IS�n lX- A$$OCldtC$y Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port orchard, WA 98366
,G,ty
A��,e� 8379 Q°�Gtr-w4
sroNeL
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST SOUTH
of Port Orchard Pedestrian Enhancement Project
1KOS(j➢It0 Fleet Tall
Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Gov"t. Lots 3 and 4, Section 26,
Township 24 North, Range I East, W.M., City of Port Orchard, Kitsap County, Washington
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DATE: Sep. I2, 2�l I
P°
DESCRIPTION
DESIGNED
RPJ
9 12
/
DRAWING NUMBER
097337-407212
DRAWN
JAT
9/12
CHECKED
NLOII
9/12
APPROVED
SHEET CS.6
ACCEPTED
Sinclair Inlet/-
/ -' - (SIDNEY TIDELANDS)
i ('
, I I 3
BENCH MARK
ELEVATIDN 10i37
o1Ta
i
1 1
p ,o-
rX 6" CONC. W''A!L-� 1-Ex 12" CON".
I 0 tE S= 8.75 I
Io
I I 1
I I I
1 I I I
LLJ-II
N29 9 3 .
1772.997 g
I Z
1
v
LINE TABLE
LINE
LENGTH
BEARING
L44
49.82
N24°28-03"E
L45
54.02
N23°43'47"E
446
53.86
N24'12'03"E
N25°30'46"E
7.12
.08
N28°36-16-E
.07
N30'15'42"E
.53
N3095'42"E
.46
N27'23'45"E
r.85
7.75
N29'31'07"E
.09
N35°41'12"E
6.56
N32°49'15"E
0.10
N33'18'28"E
0.08
N35'10'43"E
0.15
N35'12'33"E
L59
1 19.94
1,13827'021
I
8 SPACES
I - 'RtM 12.24 i-
10'x25'
20 LF CONCRETE
WALL -E 12 CON-C 1.85 '
CCYC 20:1 TAPER
of STA. 129+11.61, 116.27
LT
235 LF WALL---
30 TO STA. 129+88.25,
117.11
t f 6 12" CON,
T
_ _
i. N 9 zz
BARRIER END SECTION
I
1
� I!t 5-9.76
/
STA. 129+17.00, 114.67 LT
I
I
EX SUIL7NG :AYES -
I
CURVE TABLE
CURVE
RADIUS
DELTA
C33
_LENGTH
1 75.14 1
1754.62
327'25"
C34
1 71.99 Ili89.57
58°45'48
C35
1
9'28"
Perry Avenue
NEW
6_CONC. B12
IL18" WIDE BARRIER STRIPE \
I
I
20:1 TAPER '
731+31.55, 114.87 LT
TO 00. 109.05 LT
BACKALL BEHIND SEAWALL EX 8' CONi;.
I
I BEGIN 30:1 TAPEF
LF CONCRETE SEAWALL
1
1 40 LF 42- HIGH
IGAURD BRIDGE RAILING
i
1
0
DATUM
aS:.aIe: 1"=201' NGVD 1929
20 0 20 40
Scale in Feet
I
I
I
I
I
END 20:1 TAPER
(0' SHOULDER)
STA. 133+21.49, 103.61 ALT
BEGIN 20:1 TAPER
STA. 133+2.23, 107.03 LT
i
TBEGIN 20:1 TAPER
- I STA. 133+20.18, 93.70 LT
I
END 20:1 (TAPER ((0' SHOULDER)
STA, 133+39.95, 90.70 LT
I
I
o
o
'
I
Z
-'
1
'
1
SURFACING LEGEND
GRASS/ LANDSCAPING
HMAV (PG 58-22) .--------------------------�
GRAVEL (C.S.T.C.)
PAVEMENT MARKING LEGEND
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
Q 4" WIDE WHITE EDGE LINE WSDOT STO PLAN M-20.10-01
NOTE: ALL STATIONS ® 4" WIDE DOUDLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
REFERENCED FROM A -LINE ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
® 18" WIDE PAINTED WHITE BARRIER LINE
^�
4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
I
4- WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
REVISIONS
BY
DATE
w
6 N.L. Olson & Associates Inc.
Engineering, Planning and Surveying0?o
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
®°
g6� t9 o rvg'
e, Eag ,ae
ssto L LNG
i
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST NORTH
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Godk Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 "= 20'
DATE: Sep. 12, 2011
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407213
Ed
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C5.7
,
/ . , ♦ o
Sinclair Inlet
/ (SIDNEY TIDELANDS)
Scale: 1n=2NGVO1929
,
CANTILEVER OVER EXISTING WALL , , " / • Scale in Feet
,- W 42" HIGH GUARD BRIDGE RAIUNG '
ON OUTSIDE (0' SHY DISTANCE)
01
/ " ♦A
3 (EA) PILING SUPPORTS/' / // ♦�2\
I .. 20' SPACING
1 0 .. .._ .. _MEANDER LINE X UTILITY TO RENNIN POLERELOCATE IXDECK
1
3.61 LT I 1
� w ✓ X - ufl DING
EX 2 CONC. IL 79 I -) EX
1�1LlJ1l1LLL/ I �YV
CX 12 CONC. SEAWAii 1 - X NC CK L,/
3.70 LT I `
END 30:1 TAPER
R) EX ' 2" CONIC IE=7. 45
2 CONC.J rX SS MH
if N 7.93 RIH 24
L S -7.67 1, 17'" CONIC. -2.65
N29' 49' 39.71"E
EX 10" EXTRUO D
20:1 TAPER
STA. 134+42.34, 89.00 LT
TO STA. 135+2.30, 86.85 LT
BARRIER END SECTION
STA. 134+47.60, 88.07 LT
Bay Street
EX GRAVFL PARKING ^'
EX HUIu^ING
I
I
I
I
1` AREA OF PROPOSED
1 WIDENING (TYP)
1
1
_ 73 LF REMOVABLE CONCRETE BARRIER
r-ESTA 137+02.87, 111.03 LT
X 10" r+ �c E.57 TO STA. 137+28.43, 132.92 LT
1 - W/ RAIL (42" TOTAL HEIGHT)
31 I / } - i . - _ NOTE: RAIL ON INDIVIDUAL SECTIONS SO
! _ _BARRIER SECTION CAN BE EASILY REMOVED.
Y/< X DECK
X DECK r F .. _ . _
EX OECY , F �
Cow F
NO i':..BLE PIPES
EX JERSI-Y BARRIER-
1W-115 CONCRETE MONUMENT
NOS MITCHELL 5 RM 2"
X CUt,R r
PROPOSED E.P.- EX CATCH BASIN J \ j - - �J1--- TO BE REMOVED
\� X I; i TW-11.4
RIM-887 v ` BW=8.0
IE 8" PVC NW=6.62 \ 1 72 LF REMOVABLE CONCRETE BARRIER
2' INSIDE,CURVE - ? STA. 137+29.91, 132.73 LT
WIDENING; �` l I \ t' - $� TO STA. 137+55,74, 112.56 LT
tt If W RAIL ON INDIVIDUAL SECTIONS
BARRIER END SECTION X SS MH-� /
/ k:M-11.36 42" TOTAL HEIGHT
STA 137+244, 111.02 LT r ` lt, I I ( )
Ic 12" CONIC. 3.48 1 i �,1 i t I
EX WF1L b ; ADJUST LID AS RE0'D \ .
-` I EX CRAViL PARKING 1 1 I i I { TO BE REMOVED
LLI i
I
Z
CATCJ HASiN�
RIM - i3 `
C8"11
II
I
IF 17atP SW-708
I
I
I-
-`
"�,
BARRIER END SECTION
EX 12" CPEP
STA. 137+55.74, 112.56 LT
f!!
SURFACING LEGEND
R5-3
No
GRASS/ LANDSCAPING
Perry Avenue
EX SA I(ARY SE 'A R -&.U-' f--�-f`i_ ��_I�
l
li I
r
\� I
VEHICLES
HMA )C (PG 58-22)
f'
I' -
Ji
-.
e -
GRAVEL (C.S.T.C.)
- --
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
LINE TABLE
LINE
LENGTH
BEARING
L60
25.08
N2T55'03"E
L61
20.21
N3211'O6"E
L62
20.02
N32'41'37"E
L63
16.55
N32'41'37"E
L64
223.47
N29'49'40"E
L65
22.48
S59'50'49"E
L66
18.08
S5815'47"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
C36
13.23
801.69
4'31'57"
C37
63.53
950.21
5'07'54"
C38
23.00
100.00
1310'39"
C39
32.73
100.00
18-45-09"
C40
87.11
75.00
66-32'42"
C41
64.53
140.00
26'24'30"
C42
14.32
100.00
812'10"
PAVEMENT MARKING LEGEND
iQ 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
1Z 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
it 18" WIDE PAINTED WHITE BARRIER LINE
Q6 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
NOTE: ALL STATIONS
REFERENCED FROM A -LINE
JI
- --- --
MATCHLIN _______ I
II -
REVISIONS
I BY
DATE
A�
&!& N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 595O. Boor (3,6) Port Owh84
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
°°.a gB e91tg8p L4
4'Ssto aLE�G♦
l �
®
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST CORNER
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 NoiRan elEaSt, W.M., City of Port Orchard, Kitsap Coup �:Washington.
FOR;
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2011
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407214
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET CS.H
\♦ PAVEMENT MARKING LEGEND
♦ ♦♦\ \ �D 4" WIDE WHITE EDGE
EWSDOT D PLAN
Q2 4" VIDE DOUBLE YELLOW CENTER LINE WSDOT I T STD. PLANM-20.10-01
\ ♦ ♦♦ Q 4' PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
♦ ♦ ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
♦\ \ ® 18" WIDE PAINTED WHITE BARRIER LINE
© 4" VIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
6 4" WIDE SOLD YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
—. .
�-RELC
71
1 CA1CH 6ASIN-
12" CONC, S'W1 8.35
IIt
IF 4" lvl, S=6.90
IC 4" CP P q =6.75
I
I I
I
RELOCATE EX MAI OX BY OTHE
I
2' SHY DISTANCE FRAM TRAIL E
Sinclair Inlet
(SIDNEY TIDELANDS)
LINE TABLE
LINE
LENGTH
BEARING
L67
115.56
S5815'47E
L68
84.74
S6010'20"E
L69
46.69
S58'15'19"E
L70
11.26
S6010'20"E
L71
141.15
S6090'20"E
L72
79.63
S6010'20°E
L73
22.90
S60'10'20°E
L74
31.41
S62'35'05"E
L75
14.97
S6598'35"E
♦♦
\
♦
CURVE TABLE
WRVS
LENGTH
RADIUS
DELTA
C43
31.59
668.00
O'42'00°
C44
54.83
204.00
15'24'05"
cITY uMITs � \
MEANDER LINE_
SURFACING LEGEND 1'
1
GRASS/ LANDSCAPING 7( " x 1?" CONC.
HMA 1¢" (PG 58-22) ODLUMN (TY�i �777
/
GRAVEL (C.S.T.C.)
? S60' 10'
(,) 1 1/16 SECTION LINE I
i �QI 1
Lawrence Street
\ NOTE: ALL STATIONS I
\ REFERENCED FROM A —LINE I
REVISIONS
BY
DATE
A
N.L.w�JOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
ACCEPTED
TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST/ T12ACY
CSIy of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Godt. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
DATUM
NGVD 1929
Scale: 1 "= 20'
20 0 20 40
Scale in Feet
L
_
LIX UTILITY POLE & GUYS. JV.-✓...4
TO BE RELOCATED
1
J
i
I
vI
C
i -`_
I 80 LF SUPPORTED
BY PILINGS
Q
I
I
t�
i
I
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 "= 20'
DATE: Sep. 12, 2011
DRAWING NUMBER
091331-401215
SHEET C5.9
It "
I � /
1 "
1
I '
1 /1 ,
I '
1
1 " /
I '
1 /
1 , I
I /
y /
®`
EX IE 9' 11:0E WOOD /
/ BOX CULLER' 13t , PROPOSED ROW BOUNDARY
X SS n'4
JS'7 tiu 10.55 PROPOSED TEMPORARY
tf 11 T4p� E a" COXO. SC SW-5.71 CONSTRUCTION EASEMENT
Cf �_ 6" CONC. NW (ABANDON, b) Yj EX 3UI MG �/
EX„�JILLING
;� '•. i �. YL,�/1L11.Cl1CL�111// l _�-��.�� . ,
�"�`` "`�•-�°fie _ f: .. / !'. �� .. , „' �.. �..�f"'�'
*- S SSSS _
x 1�
\ CITY LIMITS ss
lX APPROX.
WCON OF s
ATI.
oN" f
Fy '�
ep��t/yc
=X 10" CONIC. WALL -
EX IF 36" CONC.
N
LX SS MFI
nLIFT STATION)
(NOT MEAS.)
-
- ss
EX SSEX
II
/
/ C
/ a7
/ I
/
/
/
/
/ EX CATCH BASIN
f 12' CONIC. N 8.69 �\
CMP E 9.91
E 2' CONC 5-886
REMOVE EX CUR'
inclair Inlet
SIDNEY TIDELANDS) /
/
/
/
/
/
G'oo-
-t; SS CC EX SS,..H-J I
RIM=71.76 RiM=i�.'o9
r CONC. IE=9.S9
o �
o / I
__
/ d I
Bay Itt --- ---
u , -
I -�
9"x 9" CONC_ BGLLARDS (TYP.)
o ID o" END 30:1 TAPER '_
12" CMP IE-13.85
'/' EX CATCH BASIN
\(� RIM 14 30
1 \ -So hill •E 12' CUP N 11.60
I RIM-15.tt IE 12" CMP E 12.55
NC. _
I° 12" COh S37 IE 12" CPEP W-1230
r a" CONC. S 10A /
BEGIN 30A TAPER
LINE TABLE
LINE
LENGTH
BEARING
L76
5.76
N87'44'01"E
L77
33.22
N7749'45"E
L78
39.89
06-5914"E
L79
29.51
N74734'48"E
L80
30.05
N7470eO4"E
L81
22.07
N74-46'26"E
L82
24.51
N76-52'59"E
L83
34.55
N8614'53"E
CURVE TABLE
CURVE
LENGTH
I RADIUS
DELTA
C45
5.71
109_ 4
2'S903"
C46
14.20
100.DO
B'DS3V
C47
30.19
299.34
5'46'44"
C48
51.85
299.92
9'54'16"
C49
79.17
1 676.67
649'22"
C50
45.82
1 305.00
B'W24"
-BENCH MARK
ELEVATION =15.50
MAG NAIL SET IN SIDEWALK
STALL SIDEWALK RAMP
NOTE: ALL STATIONS
REFERENCED FROM A -LINE
SURFACING LEGEND
GRASS/ LANDSCAPING
PAVEMENT MARKING LEGEND
HMA Jr (PG 58-22)
Jb r WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01
GRAVEL (C.S.LC.)
® 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01
® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01
CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK)
® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01
® 18" WIDE PAINTED WHITE BARRIER LINE
® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2
REVISIONS
DATE
^ 1�7
L-'i N.L, Olson & Associates, Inc,
Engineering, Planning and Surveying
(360)895-2350or(360)876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
y
'� $e` et w4
e esf Gt
`4/ON
TRAIL. ALIGNMENT AND SURFACING PLAN -BAY ST/ RETSIL
city of Port Orchard Pedestrian Enhancement ProjectDRAWING
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
Cityof Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DATE: Sep. 12, 2011
DESCRIPTION
9/12
WCHECKED
s/t2
NUMBER
097337-407216
1
9/12
ACCEPTED
SHESHEETC5.10
._ — TOTEM POLE
DESCRIPTION
/
Sinclair Inlet
/
/
/
/
� PLANIMETRIC DATA PROVIDED 8Y
/
v e / WARD C. MULLER 8 ASSOCIATES
y:
/
/
/
TRAIL BEGINS
BEGIN STA. 6+57.50
I I
I ,
DAITJM / I I I
/ I
/ I
1
NGVD 1929
Scale:1"= 20'
I I
0 20 40 I I I
Scale in Feet
I I
/
_ ALINE STA. 88+0107 164.90 LT
/ 20' TAPER TO 0' SHY ( I —NOTE: EXISTING BOARDWALK
DISTANCE FROM EX RAIL /1 ri/
SUPPORTS TO BE BROUGHT UP TO
(-1' SHY DISTANCE CODE PRIOR TO TRAIL CONSTRUCTION I I
—oHW.-
�—OHW OHW
L�� I oKW��oHW OHr`--- —oHW 77
® SHP TER
re— _ 20 TAPER
.an
�fY` v _— I r u ^N
INNER HARBOR LINE _®
I `'I �'�7777TiJ7T77T/T/7%7l7//T7 /777T/TT7/,%/ii'Tj77JTT7TT//i
I • Irj,
1 GG
o
10 WIDE CURB"'—
�
XTR 'L'EO CON.,. CURB (t r—k 1' SRY DISTANCE FROM
`. EXISTING TR)&-,-.,
RELOCATE EX
AS SHOWN U:
EXTRUDED CU
PARK-:l, -:ALL
I _
I
I RELOCATE EX�RB ISLAN
AS SHOWN USING 18 \ ryI
EXTRUDED CURB
II L
II I!
�J
-T .1
.I
X _r. I, -ads (I >.1
RELOCATE EX CURB AND
AS SHOWN USING�4�SLLF W
- EXTRUDED CURB' Z
U__ i _�
a1
Y N9D' 00' 00.00"E ,
i � J
I W BRIDGE RAILING (TYP)
I
( A LY F; 1 i. JX
N
�F III till j r
I i
RELOCATE EX CURB"ISLANJ
AS SHOWN USING 40
EXTRUDED CURB
I
I
,/i
I
1 1 a ✓ d I I 8 857.088
BAY
1 I R- S,TAURANr
I � j
1 1 a { •�
I n
REVISIONS
BY
DATE
A
L%J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchud, WA 98366
�d V
k
ssfaN L QA 11
STORM AND GRADING PLAN--MIARINA BOARDWALK
City of Port Orchard Pedestrian Enhancement ProtectDRAWING
Mosquito Fleet Trail
Situate Within GOA Lots 1, 2, 3 and 4, Section 25 and within GOVL Lots 3 and 4, Section 26,
Township 24 North, Range 1 Ease, W.M., City of Port Orchard, Kitsap County, Washington.
FOR.
Cityof Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1°= 20'
DATE: Sep. 12, 2011
DESIGNED
RPJ
9/12
NUMBER
097337-407217
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C6.0
ACCEPTED
119
/ AEr'o 1
119 LF 5-+IIGH_Wh 3 WALL,...-- I'
NOTE: EXISTING BOARDWALK 8' HIE 3 "1 I I 1 I % �fiK 0+28_WSTA. 0+54 GUARD BRIDGE_JWLING J/
SUPPORTS TO BE BROUGHT UP TO
CODE PRIOR TO TRAIL CONSTRUCTION I i Sinclair Inlet I �1� wot�w�j/r�;l
1' SHY DISTANCE I (SIDNEY TIDELANDS) i I.1///l1LlL1L'j� _ __� /•' d
op:
FROM EX RAIL I i
PILINGS (TYP)
I DATUM i ` �- _ 1y �/a
PLA
GAP FOR ACCESS 1 1 NIMETRIC DATA PROVIDED BY I 4=9M
T' AT RAMPS (TYP) I I WARD C. MULLER & ASSOCIATES z — ''
NGVD 1929 !� .. ` _Az
24 19'
EX 14' CCNC. WAI.�_✓^9i"
I I W�%i �`% I _ -'tact'' �4 -0.0
II Scale: V= Zoe C�' _ i — t Coco-
0 20 40r� 7'.HI6H TYPALL 5
�Dew �.�. 1 - I S HIGH E - t ttn-k ;..✓ y 2962 a :.; / r /1
- I I , - - Scale in Feet f )-. STA. 0+910�WSTA
-v41PROXNIATE I i 1 c •� - I Y ,•� -/- .: .,.4s;.-
l I / /' tX PLr,Y AYLt)�
X RAiL. 1 f �` :;% C ;100D-.' , .� •%•r'�s'
�t�.,. Ch,P�
I
`F/ I
\I /
RELOCATE EX CC
\' AS SHOWN USING
p EXTRUDED CU
al /
I
I
I
I
BE REPLACED WITHEX BOARDWALJ< ANKS TOGRATING I r r ,.0 i I: T>y..
SEE DETAIL SHEETS SI.0 1 PI COVERED
PICNIC AREA � x3.s, 1 - ,� t 3 �/ /1 ...:/� wi�=L C ''•/ �''
_ .. ,. II ��BW-11��5` BY1=13�;..
R A,
- EX WOOD CURB reca F#-T'(f - pµ
, ,l I% " "V,' BR s �`'' / /�iV� cuARD BwDAttyc%%
--_ I /
/fNQG�:'z9l.ee I°` IGH TYPE 2 WALL.../
CURVE
EX ROCK MCNJM hT 1 A 0+00 TD-STA.
ENING / 1
fit k. I . 6�.Z• "•zC6W=17. 22
iY APING ___ I� EX FpE Ot COtiC SEA A L I /
(h i -`-� -. --
EX LANDSCAP D ISLANDS (YP.} ' T� - `} WALL �� �I
16 LF THIGH TYPE t W - _ - j xtc.a; .1,.,r J/ i :' TW-21.0 %"11A to TYPE 2TA. 0 /
TYPE 2 W k
1 36" BRIDGE RAILING (TYP) zI I�•� i F. ,. '� Y _. . I — - .QvO
M ' WALL
rEC,rNC..,JRt3 (fYPI � x �' I 1 '%T�TYP WALL
o,
Ss
-7X PARKING, STALL (i.P) r _ , EX GAZt C r �: ..L ,.�i xses0 -��� h`r� /�/ � 3�bIIGH;�Y t -S7 >;.i2 1 �60 ,.5N, J I
- - } a f�/( / '\ a VC N- 5$2i = I 1
' TA. O /TO/5TA. + 5 / ~
W .l V I r t /// 1/ jv' � �I. YARD RA
Z //. ' l`r`-`?t` ` \ I i ,_ x- L �. / 4 1. /sZ yc �' 4 c/ ?I 2- JS I Q
J \ hr w2,. ie / 4 W I
�' RELOCATE EX CU ISLAN J , �JI �- i 1 (/�' I
AS SHOWN U 40 LF�5"
I EXTRUDED CURB r^'�_' I _ I : •�6�; �--X ,a - ASiti
/� ' ' �� \-q".,`�i i ',�, ,oss I �o - xzass / V �/ EX CATCH BAS-N ' I 1�... E7 iE 10" I I I
Q I // If BENCH MARK t-- _ ✓� // RIM 22.42 - R t;.•3 f 1
i� / I ELEVATION = 9.95 r ,i .' `.(F` I - y!•/ / j/ /' / IE i2" CC) C i9.42
pG NAIL SET IN - iL C: 5-21 35
.I FY 1 1I,,,w 1 r fit- j ys 'r 1C" ONC. S 2062
P V.€MENT I � IIE 8" CONC. S t9 I I
1.088
HAS N I I t I
EX WH-EL -Al,
/ RAMP
y YrCRi
d
EX PEMNSULA FEED
� 1
�I
al
1
1
DESCRIPTION
O y
`z„z
J \` / >
11;`X REST R00ai.' may, l `., IJU. GJ ¢/
'!
f
L
mFTA@s
REVISIONS BY DATE A STORM AND GRADING PLAN -WATERFRONT PARK FOR: SCALE: 1"= 20'
DESIGNED RPJ 9/12-1J N.L. Olson & Associates, Inc. Cl of Port Orchard DATE: Sep. 12, 2011
.��o� a, City of Port Orchard Pedestrian Enhancement Project DRAWING NUMBER
DRAWN JAT 9/12 Engineering, Planning and Surveying
CHECKED NL011 9/12 (360) 895-2350 or (360) 876-2284 stONA sv% Mosquito Fleet Trail 216 Prospect Street
APPROVED i Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366
ACCEPTED U97337-407218
245313ePhei Avenue, P.O. Box 637, Port Omuazd, WA 98366 Township 24 North, Range 1 East, W .M., City of Port Orchard, Kitsap County, Washington.
SHEET C6.1
/2—
/ END WALL
END WALL TW=10.35 75.19, 90.18 LT
\ / STA. 13+9.60, 100.05 LT BW=9.5
(�/�- \
o DATUM / / Sinclair Inley�� �' / �' \ - / / Bty=g 5 STA.N7 3+55.43. 93.55 LT
SIDNEY TIDELAND;S�I/�/� BEGIN WALL BW=8.0
STA. 102+94.12, 89.15 LT �
NGVD 9929 TW=9.9 -- --
/ BW=9.0 QUARRY SPALLS 64 LF 4Y GUARO
n� e D WALL BRIDGE RAILING
Scale: 1 = 20 ;
STAA702+87.99, 87.37 LT r
T- Ayty
/ xaea , w=t0:2- aHW
zo o zo ao ew=15
/ / ! /! ,, --WALL F
Scale in Feet / / , ///,J r i �� 4sLF 3-HICH TYPE t WALL-
/.22" GUARD BRIDGE.-i2AY1[ _ - �/ �4• Gl.: `� �C -a y '`�'_--•� \,
BEGIN WALL
_STA. 102-+6H 4z. 98.26 LT
/
-�- ' BW=7.o
-�oNw _�---�_ .`�-. ,BVk90 /'i, _." ¢ =4.f34
W . r� BE �.` `. / TQ':g AIN
I�/ ,.!
/ \ANp •
r
w ---- - , • e�.r
A. 0+g /79 L / /% ,' I Q 1 i / ti / = EX _A-- H 3AS;N. % Ji.� - -� 4w
sr ---t8q 4 / -- / / / \ /1 / , zc r , i I
«Hi.L / CFEp S 592 �1 j� �o.z� t - '
OI,. o /-__ ._.-_ iX !0"x1. D�' CONC.-OO�U;dN �- P) / g`t %7 .v 32z ,c IE 12 CFEP E 5... l j i1
- _ r
%rio l EXJat �, ,, Fs WALL vF
- - --- --
k ,J / a 8" PVC � WALL G H , ` / .
—/ /
u , I \ \ IE B" FVC S'' _ % 0 LF 3° HIGH TYPE V WALL
/ - ` `42°-GOIARQ �J7IQGE RJNG °"-...
y �v W/ 42" GUARD BRIDGE RAILING �r
MEANDER LINE
-
--- MARKS. � / Il;/ � ,• �
20.04-` _...T �6 _WALL E -.. -6 , / a ii iG it .. - .. - .. _ ..
10 LF 5 TitGH E-3-WALL -- % 1' i•, _ 1 / /'- i a �"`- �. /
�. l
-EX Su MH
INSIDE CURVE WID_(NC��._.t - .;;.r
EX CA-CF BAST / / /•' _ !t s' RIA?- y
eM / 49 _ � 1j i, FOR C75 & C76) �. `-1c o > �26 o
/} - Y_�_' O� • 9 `. `^ `� - ._. - ~`�,- OHW r / xdc2 ( ' C. t , / L_„2-- t'F? Se S.L6
EX SIDEWALK & WALL E E 777 T T C
�� TO BE REMOVED M,tCH G q"8�-_
f
x RAD v cuC
72 ��rry
--w'----- PROPOSED, CONSTRUCTION EASEMENT
- , .�$ !
Zt - ny�s TW-19.5 --- ss- ° , rU o� �5
-�Sq=Olsy F BW-18.o 1 �. , GAP IN RAIL MAY
M i �" BE REQ'D FOR; i �.t �G =X r•�, N - jiji. to...`.`S
ExISTING STARIRS i - t ) =
5 HICH TYPE 3 WALL
TA 0+99 S� F19w `- '�. ✓ 7 r , ,
�XTR�DED rJr23._ sue` �� __.� y ��.[� _'� �X 6' CONC. _ \\
/!-•�-��_-��.. m 55 �°�\ t _ Wit. >.t o
�r1PF ss
l nPF 42 GUARp BA<( ,, j /-"`-.-- "_--,,...".�--•..� u_.r 3``�� `1 ' _ ° '' _ i\ 'Z� 4 VA I J>'5:0
X.
�� y . _ gin/ �t l
'�^�
® / E:00
X c5 M X SS ML / i�-_�'\�_ EX UTILITY"t `l `�..��., 1�"'�._ \ i 60 LF 36" BRIDGE RAILING
R!M-/G.y4 ib-1928 ��'-` \ o
/ IE 10- IV, RE - - \ - _ 1' �.,- - & ry \ �l -/ =X -NC CJRB & UTifR
12 59 'F 0" V59
^ _� • ` ``�� \� - �; _ ~•s f TO REMAIN $ n
IE i2 D: SW = - - `\i,
/ D=10.0793 a /�- ----EX 3" EX.aD�U CURB
SN12.68'
/ L=87.958. R=500.000 \�, N70' S3' 22.61"E +� '�a, Fis%`- x YDRANT �o \ -,
_ V' o y�
S 18" BARRIER STRIPE RELOCATE%
ABANDONED POLE \ - ��\ X RAMP \
8.340 \\
/ TO BE REMOVED �`"^' f\.,• \/ \
80 LF 42° GUARD BRIDGE RAILING \ n \,• \
Ex SS MH
C 10 6-46 I
.Z` [ tO" PVC 7'=13.46 44.,RELOCATE EX
JJ $tr , \
J
V/ / Ic B° "LAY � / �- POLE &GUY \
R11111.
E B's C'_AY E-=7-5 9
=G FM=7 52
A -LINE STATION
NOTE: ALL STATIONS O 111RSECTI0N BAY ST
/ \
` ` 0 REFERENCED FROM A -LINE & SECTION LINE / /
e
REVISIONS
BY
DATE
�, N.L.Inc.STORM
`ice 1\Olson & Associates, I
Engineering, Plannin and Surveying
B n B
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Jim 637, Port Otch" WA 98366
'0y 3S 19 czQ'
srox E
-
AND GRADING PLAN-ROCK`i'ELL
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov L Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township24 North, Range 1 East, W.M., of Port Orchard, Kitsa Colin Washington.
g � P County,�
FOR: /-r
Cl of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"=2O'
DATE: Sep. 12, 2011
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407219
DRAWN
JAT
9/12
CHECKED
NLOII
s/12
v
APPROVED
SHEET C6.2
ACCEPTED
I
1
TW=TOP OF WALL
IBW=BOTTOM OF EXPOSED WALL
Sinclair Inlet
I BEGIN WALL (SIDNEY TIDELANDS)
STA. 106+36.02, 58.86 LT
TW=10.3
1 BW=9.6
I
I END WALL
STA 106+10.24, 59.36 LT
TW=10.0
BW=10.0
RELOCATE I
EX POLE & GUY
BEGIN WALL EX SDCO TO REMAIN 3' HIGH TYPE 1 WALL 3' HIGH TYPE i WALL 4' HIGH TYPE 1 WALL
STA. 103+72.18, 105.30 LT TW=10.25 I ADJUST TE TO FINISH STA. 0+85 TO STA 2+75 STA 0+00 TO STA 0+50 STA. 0+50 TO STA 0+87
TW=10.1 BW=6.8 TW=10.0 GRADE ELEVATION
BW=9.7 WALL H _ BW 9.3 BW 80 TIN10.3 TW-103 TW=10.3 TII TW=1M4 PROTECT &IRETAIN
275 LF TYPE iWALL ; . BW 8.8 BW 8 B BW 8.6 BW=7.0 BW=7.1 - -
W/ 42" GUARD / 1__ --< :-. - _ - _ -
BRIDGE RAILING s - _ i " -._.,� ._'.":.�,, _ ;-^"� ---oHw-
._... ..i O 7
z
I
1
II
1
I DATUM
1
1 NGVD 1929
I Scale: V= 20'
l
I
3' HIGH TYPE 1 WALL 20 0 20 40
WALL J STA. 0+87 TO STA 2+19
219 LF TYPE 1 WALL Scale in Feet
W/ 42" GUARD BRIDGE RAILING 1
�1W=10.5 1 END WALL
BW=8.8 STA. 108+13.32 83.32 LT
MATCH EX IXi
BENCH MARK HA
_ - / MATCH EX GRADE CLINK
ELEVATION = 10.47 _ _ ------tt---- SCRPING NCE
MAG NAIL SET IN PAVEMENT] RELOCATE \
/ EX POLE & GUY e
✓f/7, i7✓T/ :'T//�7- /TT/7TT/TTlf/�77�1 /T/ram/ TRALE F T CROs}q SLOPE
$ 14' HIGH TYPE 1 WALL i Y ATTACH 11QiT TO POLE \ „s.OVER 3 Zt E X ^1GHT
f STA 0+00 TO STf 0+85, i ( MATCH EX GRAPE NG PAVEMENEX T -+�-�I --_
` �TO REMAINEf it: -474 RELOCATE & REPAIR ! zye,
IX LIGHT P
I
!,8 1
y,a$A 0_26.6214 rn N90' 00' 00.00E
E
1,PYN x`a5' ITT/ �. 246.240 !
E\ I F xpass / 3A,8Ab R=75.000 o A -LINE !
�I I J \1 % Ex sT :-'Vf=Nf C_ PAUL
\\
�� I �I I�� �2 -/ ✓, ` EX C:.CH BASN
RIM9.33 JE R
S I� I'p �j'Tf/T/f/yT/T7TTTT%T 1
IE 8" PVC S J.63 zeas
VA
i
Yz
I
/
1
V
I
I
I
V
T77T7%7 TTTTT�
f7n7, 7�T/T/lTfTT/7TTTfTTf� 77
I
I
9 Ex CoNiFORT INN'
I
W
I
1
Z
J
I
ail
F
I
I \
Sinclair Inlet ! \
1 (SIDNEY TIDELANDS) END 2' SHY DISTANCE
-36.02, 58.86 LT BEGIN 2.I TAPER \
STA 11M+63.14, 62.41 LT
BW=6.0 END 20:1 TAPER END 1' SHY DISTANCE \
BEGIN V SHY DISTANCE BEGIN 20:1 TAPER
STA 10fi+8296, 65.11 LT T1Y=10.1 \
ry�9.8 BW-6.0
BW=5.0 END 20:1 TAPER
BEGIN 2' SHY DISTANCE !
1' SHOULDER STA 107+20.61, 64.98 LT I
-r`X P" PVC It-5.47
Tw=10.4
BW=71 _ - 1 -
Wo.
� END 20:1 TAPER
%7TT - Tf T TTT/T/TJTI/,iT/Tli / GIN 2' SHY DIST ' ,
I�
IE STA. 107+41.18, 50.P0 LTf
:LOCATE EMOVE IX POLE { \
POLE & GUY y I
END 20:1 TAPER
2' SHY DISTANCE BEGIN 0' SHY DISTANCE
20:1 TAPER
60+43.38 45.01' LT BEGIN 20:1 TAPER i
END 0' SHY DISTANCE --t--- I NOTE: ALL STATIONS
STA, 107+1.30, 53.11 LT i - ; REFERENCED FROM A-LINE-�
ALTERNATIVE, STA. 25+50 TO STA. 26+50
_ TW 10.6
1 _ = BENCH MARK
_ 0HW. T-rn+w- - oNW. - i ELEVATION = 10.68
W- - - Q,MAG NAIL SET IN PAVEMENT
=„-za• ^�. ' . 'p, ;t I REPAIR EX
�- .. - ., ,pp LIGHT POLE
'ELOCATE & REPAIR
1INSIDE CURVE i1 !
WIDENIN )1 s
t�
1 �N
t
RELOCATE 55 LF 42" GUARD
fX LIGHT P LE \ I � BRIDGE RAILING
1 WALL K
'-W 1 42 LF 3' HIGH
!� $ TYPE 1 WALL
1 I f
i
\
x9J3 1 I � }pI
1 - s 076Z d ,
X CATCH BASSN� .-4 \
M- BIl4 1 ( \
- 8 PVC t 6 64 I i p
L 8 3VC SW 6.69
z sss 00 601 11 1 /I 4' INSIDE CURVE
WIDENING
I
\ 1
.
LU
N Z
o
I 1 p g
pk
a 1
REVISIONS
BY
DATE
A �
dk& l\.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2,453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
,� a w
Ao'° 8�at W 1 +'4
3toNAL 80
�
STORM AND GRADING PLAN -BAY FORD
City of Port Orchard Pedestrian Enhancement ProjectDRAWING
s`� Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov t Lots 3 and 4, Section 26,
'Township 24 North, Range 1 East, W_M., City of Port Orchard, Kitsap County, Washington.
FOR:
Cityof Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DATE: Sep. 12, 2011
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWN
JAT
s/12
NUMBER
097337-407220
CHECKED
NLOII
9 12
/
APPROVED
SHEET C6.3
ACCEPTED
i
1
1
BENCH MARK
ELEVATION = 10.68
I
AG NAIL SET IN PAVEMENT
i l•,
1
I
�., REPAIR EX
1
'1 tl LIGHT POLE
xow 1
DA
Itl
1
I 'i
NGVD 1929 1 x ass
I li;
1
Scale: 1 "= 20'
DESCRIPTION
Sinclair Inlet STABALIZE WITH QUARRY
(SIDNEY TIDELANDS) SPALLS AS REQ'D
BENCH MARK
ELEVATION = 10.74
-o---- ^Gex MAG NAIL SET IN PAVEMENT
52 L1lW/ 42' GUARD xass
BRIDGE RAILING X TOP 0' 2" IR N PIPE = E.95 xcs WALL N
� 217 LF WALL W/ -r--'- a
END WALL _ __ _ 42" GUARD
STA. 114+29.61 14617 LT ., .j ,F - ___ _-- - -ryDGE-RAILING
t C
TW=10.50 f - t BEGIN
Lt
-^-�. STA.1 5+1.13, 120.70 LT --
a.,c Z TW-10 50 Z
BW-8.70 -- - "WITH+ SERIES OF
_--RELOCATE SMALL ANGLE—
20 0 20 40 - - `.�. EX FIRE HYDRANT _
�- - _ �� _ - ---�. POINTS AS REQ'D
% -� �•oN/r .w'' / --_",-�� a ,`-'•� '��- f30LJ,ARD - -- ._.._....5
I xcs• - - e _
Scale in Feet TW=10.50 ~� _
BW=850 `'- & TW=10.78 _`"� o� asi �_oAw--..._�oRVX 69
\V AA"
55 LF 42° GUARD TW=10.50 fy / i y
BRIDGE RAWNG WALL L - % i_v !,'�� ssa EX CAT,
BASS xs" �• � -� _ 9W onw aew '-o0w o —oHW
204 LF 3' HIGH E7WALL `` / aUMP FOMP-_-"i—
\ I W/ 42- G MU -HT NDRAIL .. r.!o.az LX ASPH.,LI Si OP RIM 632 / ,\\\\`\ , - cn -- _ _ - _
T9'P 1. / %
i
„= TOP OF 8" RO:V Pirt=4.62 0
WALL FOLLOW CURVE D WALL o
SERIES OF AN
i ,�� >-. PROTECT do RETAIN STA. 714+9 24, 1 LT77\ toss--- �`_
BEGIN WALL I / _
STA. 112+32.95, 98.8 LT POINTS AS REQ'D ' �,3P ^�' og �� x;.�*. CB &PIPE Xj2j �Tyy-10.807
WALL K TW=10.30 TWO - "� %� \ _ WALL M xrnsa BW=10.OA
42 LF 3' HIGH \ / 1
TYPE 1 WALL BW=9.50 ,BW=9.1 oH� �'� \� xe.ac 1 `, -..
155 LF 5' HIGH TYPE 3 WALL
\1 f' + 42' GUARD BPoDGE SAILING REMOVE EX BOLLARD
BEGIN \ -CURE "_X i0` COV.,C WALL i / -� e,t
^�' WALL TDYOLLOW WITH J 3/HIGH TYPE 1 WALL I 4' HIGH TYRE 1 WALL
r f / STA 113+48.55, 117.29\ SEPoES OF ANGLE REQ D ` I
-IE. "u• CONC.=.o 24 36 LF 42" GUARD 2 .l /A.-' *�:.. 1 ?�.� TW__UkN PQI SAS M ---+i 245'd 36' BfiJDGE RAILING gF/r-4+00 TO STA. 1+12 + 0
x'-" BRIDGE RAILING iT, % 11--- STA. 1+1 TO STA. 1 8
46 A36' BRID RAILING -t0.0 10.78: /7TT, ,
EX SI IDE: AnE,4� i ft` i /�,�/ -\ B xt
V ' s -'� ; W 9W 8.30 ✓ �,� 7771,' T/r1
X 10" CONC_ WA-_`\}� r-. //iii"'. % .7 x :Lzs L` s tt �:;pi'_--*-�'+m/ - / i D0C•!c J I T�l%'1�T17T�7i7Ti
4' INSIDE CURVE �'' ; a � � / i� \� _�--=--- `—_�.� Y�c7'lTTTI/TT/T17."TTJ.'TT.T/ / i. TIT
WIDENING
f�
J l, 10
�4' INSIDE CURVE/`.
i WIDENING ! i ,yY% •.a� i TO BE REMOVE�15
` 125' SPAN ! w E,-TT/T�717TTTTr�� 1
` 00.0
MATCH GRADE ALONG SOUTH SIDE OF TRAIL 2% SLOPE TO NORTH rob A5
f
EX ROCK VO t1EN1 1; 6' WADE ACCESS POINT l _
X 7FBJ
/;/: ,
11 i 1'I r �` l __ i_ ��"�X kEMGR.AL"1iK� ; i,�j, ;Y -°'-
>
9 LF 36" BRIDGE RAILIN ;_ J
1 4 Z
! I_SrWB-40 TURNING RADIUS ViE5T0AY BC:LO�T'C
EX 4' CONC. IC
X E,CTC' f �'' �.. - 'i
� RIP -10 C7 t _ ' _Mr} tg `13'1t -� i I El CON �I
1--
t t 60 223.255 It
�� t t •, m A t `� l 1 \ /� it - 1 - T j i ��\
ti t m T.'l1k1 I
Iil
itr
1' �{
1 11
z , x c� n,3 NOTE: ALL STATIONS
REFERENCED FROM A -LINE
I i 1 1 EX DUMPS=trt LsdCLOSJRE
\I
REVISIONS
BY
DATE
A
L-J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 0� (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
' °*
'0y Raoa sae° �u�
Serox EV�tt�
STORM &GRADING PLAN -BLACKJACK/ WEST BAY
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within GoV�t. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range I East, W.M., City of Port Orchard, KLtsap County, Washington,
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"=20'
DATE: Sep. 12, 2011
DESIGNED
RPJ
s/12
DRAWING NUMBER
097337-407221
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C6.4
ACCEPTED
s \ ��31 HIGH T37PE 1 W L 1A 17
Sinclair Inlet
D WALL
S q. 116+ 11, 2 LT (STONEY TIDELANDS)
� �
� \ WALL o��
BEAM WALL 108 LF 3 HIGH TYPE ,
\ STA. 1Tj+33.3 , 03 LT W1 42• GUARD BRIDGE R NG
o
DATUM
Scale: V= 20' NGVD 1929
20 0 20 40
Scale in Feet
\ \ M9•00 FOLLOW CURVES WITH A SERIEq i 20' TRANSITION TO 10" CURB
8 \ BW--J�O OF -SMALL ANGLE POINTS AS/ \\ STA. 120+96.34, 91.43 LT
\A OCATLt \\ REO'D � � \ TO STA. 1 P1+16. B ' 919.2 LT
IX'SI '\ X : _" IMP I�.-i.�' MIN TOP OF CURB EL=9.22
\\ /'ICTO`RE_MAIN \ 4 36" HIGH HANDRAIL
\ o \ xeBs
i X CAI 4 AS6J
HIM- b 54 s.e;
REMAi _. _ zees r.X G rRCDF�� URd /
ss..
._ U - NEANpLR EX GRASS
=&"-+
_x9t' � \ Ss—Sc�
x +. G.Ja \FM'_'1_ — ^� ai•'�_'•nssw..�,—w 1 � �J�—A-
PARKING
-_-rM-. �"• SPACES S}.OWN-
FOR ILLUSTRATION ONLY,
_
NO PAIF7T_MARKS_$EOb
1
I
I
I
I
DESCRIPTION
REVISIONS
4)
if
u
co
r `
Tw__9.00 ` ,�
5 z-.
`/`
END'WAl_L
`TA. 1190+'L453y128.14 LT \„�`
20 —?@ TRANSITION 0" TO 3"
TBWW=88.5 35 LF 36' H HANDRAIL
TRANSITION CURB TO
INSIDE-OF'EARRIER-.. ____ ___`---_-
-1�1i
42" HIGH GAURD �-
-.\ BRIDGE RAILING
1 LX CATCH BA xs:e --9ao- - - -- _ +*� _ - - ON CANTILEWER-...
RELOCATE
\ RIM 7.56 \-1- IX SIGN F `6' CONC. N ; I 1 y
N - LX AVIEL PARKING
D5 lF 3V HIGH HANDRAIL
\"� nxe sss ss E"M C8O��jj'��. CURB
A6_510 . --- F
EX EDGE 017 ASPHALT DVER_AY �✓' x9,57 Bay Street x9�e
x ssc �
Ixt0.e" x1C_3) `� z9.a2
x 9,79 ".63
0.N_iTION 0" TO S� ss_
W 105.75nI-V
'&&�22 LT
Y J#(_ i CURB
STA. 119+k4; 103.22 LT-)
703fiA'��S20+04.38, 90.13 LT
MIN TOP OF CUTA_(-=9.2
_ _ 7�/�, 1R SITI TOE . 3 LT I
-\lT/TT7TT/J/il%/T/T/T J�T/77TTT/T/.//T lIT%/t�T\,.,x(ose 4 I __' - -- - - xio.,a� 1,4 ¢)�_STA120+9.34, 1. LT T
N H,JP
_ l
20' CURB
STA. 1184
-TO STX-1
---------------
IX CATCH BASiN-
dM=6.27
1 :E MPI W 6.E E 1 CMPI d E
I
EX BU:.LDING 1 �/T%l/777TT/7TiT
l-
...-l7TT/TT7T%/
EX BUILDING \ I
INOTE:
IX GRAVEL PARKING o
I
TO BE PAVED UNDER A
I
SEPARATE CONTRACT
I
Perry Avenue
NOTE: ALL STATIONS
IREFERENCED FROM A —LINE
ff `2 1 NC. - 0.39 i
a.�s `-8 LF 1
9 HIGH CUR OUT F
3u t s
A
4T TRAN ~ o
TO 9' CURB
STA. 120+19.34, 91.28 LT
I
TO STA 120+6634, 91.39 LT
-X ':iBASIN-
2is1
.2- CONC. N 6.6c
1 I -BARRIER END SECTION
ISTA. 12+11.64, 90.27 LT
1 � I
L-1- 1
BY
DATE
A 7
L-J 1� TAT •L. Olson & Associates Inc.
Engineering, Planning and Surveying III
g Y g
(360) 895-2350 or (360) 876-2284
WA
2453 Bethel Avenue, P.O. Box 637, Port Orchard, 98366
'O 7919 {'�
ST6RQO +�
er AL EWr'�
I
STORM AND GRADING PLAN WEST BAY/ BEACH
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Govt.'t. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Situate Within
Township24 North, Ran 1 East, W.M., Cityof Port Orchard,$itsa Washington.
� p County,�
FOR:
City of Port Orchard
216 Prospect Street
Port Orc WA 98366
hazel,
-
SCALE: 1 "= 20'
DATE: Sep. 12, 2011
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407222
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C6.5
ACCEPTED
,
,
- / 10" HIGH CURB
/ STA. 121+21+61 4,9 LT
, TO STA. 921+61.34, 91.56 LT
,
a, — --
e.rs 8 LF 12"0 ADS = ----------- .._--
OUT FALL -IN RIP-W — ---- _
EX 72' .,Ivy. I!.=-6.54--
_` —
12" CONC. IE 6.1�,
20' TRANSITION TO 9" HIGH C
STA. 121+61.34, 91.56 LT
TO STA. 121.81, 34, 91.60 LT
MIN TOP OF CURB EL=9.22
CB TYPE 1 W/ STD GRATE
TE=8.39
IE=6.39
.x X
clr�=za4i' i
II
19' HIGH CURB
STA. 121.81, 34, 91.60 LT
ITO STA. 122+71.34, 91.78 LT
1 i II
Sinclair Inlet
/ DATUM
,
(SIDNEY TIDELANDS)
Scale:1 20 NGVD 1929
20 0 20 40
Scale in Feet
,
,
BENCH MARK-
-
ELEVATION = 8.60 / / _ — ---- --- -- --------- _---- -- , —.
/ - - MAG NAIL SET IN PAVEMENT
-- — — -
30 TRANSITION TO 4" HIGH CURB -
STA. 122+91.33, 91.04_LL__ --- - -- --_ ----- _--
--- ----- --- -
-_- - --------._ --- _5 - CO .
_---Tfl-'STA.-'I"23+21.33, 91.69 LT
MIN TOP OF CURB EL=9.22
0
_ — xs57
EX "2 O'vC
is S o�i
!cNr�
20' TRANSITION TO 7" HIGH CURB
STA. 122+71.34, 91.78 LT
TO STA. 122+91.33, 91.04 LT
MIN TOP OF CURB EL=9.22
MATCH"£11MR7
DRAN VALVE MH
'E 12" �ZTRANSITION
44
TO 0" HIGH CURB
STA. 122+91.33, 91.04 LT
TO STA. 123+71.33. 91.69 LT
MIN TOP OF CURB EL=9.22
II
I
Bay Street
1RB & GUTTER
x 5e.2c x 10.32
SS SS—..1s 5i_—=+'-'SS—.�—_—. SS_--__�..I--SS 55---•
12 x10.Y
° �I Y B �7T/T�7rr �rrrrrr.! I rim
IFX 3Uf DING
I
i
I
i
W� o I I o I g o
Z I 1 1 I
i I
II`I
Perry Avenue
NOTE: ALL STATIONS
REFERENCED FROM A —LINE
x+c 7-
-_
11.2. A-�s
L-X 12" CONC. IE-8.94--//
I
I
CANTILEVER SUPPORT SPACED
25' ON CENTER (TYP)
SEE DETAIL SHEET S3.0
=X 'CATCH 9.SIN L'; SS M•:
M 10-36 RW `;8
12- CONC 906 iE 12 CONC - -.�
0 1
0
o I LLJ)
o
1
I ZI
I
I J
II`B
U
I
REVISIONS
BY
DATE
A
L--J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
"
'0 7919 4Q'
°raeG}
MAL BIq
STORM AND GRADING PLAN -BAY ST SOUTH
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Ran e 1 W.M., Cl of Port Orchard, K9tsa Court Washington.
^"="'r' gtr p County,SHEET
FOR:
City of Port Orchard
-
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 20'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2011
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407223
CHECKED
NL011
9/12
APPROVED
ACCEPTED
C6.6
Sinclair Inlet
(SIDNEY TIDELANDS)
SC8fe- 1'=20- NGVD1929
20 0 20 40
' • _ I i i I �- Scale in Feet
- BENCH MARK
ELEVATION = 10.37
,. MAG NAIL SET IN PAVEMEN/
--
— —�
RELOCATE
FX UTILITY POLE
{-_ C _ Ulf D'N is t
--'-I — . I—.._
X PLhLD"7
'r
,
EX o CONC. WALL-�
I I
1
I---�
I
I
I�
I
I I
I
I
N29' 49' 39.71"E _ �-
"_.�'__ Fit --FM
EX 10" Lxmu�')a �e -
-Street
— -f—E w a e� ..... S15ACES tr�
z° �.
PROTECT &.-R€TAIN2t
LX 2 CO\C. THIGH TYPE 2 WALL
J- ti. fi STA. 0+00 TO 0+67
iE 5=8.75 I
I
1
I
�tt' HIGH TYPE 2 WALL ---�
STA. 0+67 TO 2+07 f
1
EX BUILDING EAIrS-�
I
I I
GI
I W
1772.997 60 1
0 1
o I o
1 Z
I
vs
I
I
I i
I
Perry Avenue
NOTE: ALL STATIONS
REFERENCED FROM A —LINE
--
,x 8.COS—H
a" WALL',_--
OC"( aLL-------®
BACKFILL WITH STRUCTURAL EX 8"
\I
18" WIDE BARRIER STRIPE FILL BEHIND SEAWALL BEGIN 30:1 TAPER
7 HIGH TYPE 2 WALL
`-WALL R
STA.2+07 TO 2+21
46 LF TYPE 3
I
1
5' HIGH
40 LF 42" HIGH
GUARD BRIDGE RAILING
(
I
I
TE=8.90
1
1 33 LF 12"0 CMP
S=4.4%
I
I
I
I
I o
I
1 0
Ilk
REVISIONS
BY
DATE
A
L11J N.L.Olson & Associates Inc.
�
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Omhazd, WA 98366
�
4'sgto L ova
STORM AND GRADING PLAN -BAY ST NORTH
City of Port Orchard Pedestrian Enhancement Project
-
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR,
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1'= 20'
DESCRIPTION
DESIGNED
RPJ
9/12
/
DATE: Sep_ 12, 2011
DRAWN
JAT
9/12
DRAWING NUMBER
09%33%"407224 '..
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C6.7
Sinclair Inlet
(SIDNEY TIDELANDS)
Scale. 10= 20' NGVD 1929
,
- /20 0 20 40 '
,
�, �.
' CANTILEVER OVER EXISTING WALL , , Scale in Feet
W 42" HIGH GUARD BRIDGE RAILING -
/ ON OUTSIDE (0' SHY DISTANCE)
K 10.17 I I " - - .. -' �' 3 (EA) PILING SUPPORTS/'' /' / / ♦ ♦ y\
20' SPACING
ET IN PAVEMENT I I I "''" - '
LINE E% UTILITY POLE �' EX DECK TO BE REMOVED2��- /
TO REMAIN ���' ���� ♦♦
- —
73 LF REMOVABLE CONCRETE BARRIER
-•`_....._G..._,r„ --. ._-..__._.. .__-.-- - . ._-_. _ __ ._ ��L - �`" , Ex -p. Pv- "��-�. STA. 137+02.87, 111.03 LT
& RETAIN T + T
L
- __---- - y 1�-_2_ - _ -\ W RAIL (42" TOTAL 1HEIGHT)
IE--3 � _ _, 2---`t � �u:LDiNG 1 ON"2 - _ NOTE: RAIL ON INDIVIDUAL SECTIONS SO
1 _ 5 BU I
'EX DECK
�Y- �! - HARRIER_CAN BE EASILY REMOVED./
-__ _ - '---___. -.. --I - 4-- - / Y CONC uE { - , ,{ x 1 7o!/li , EX 0E^I( �F
--- - -- - _ ---- --- SECTION _ - . .
'.!i:.` L-
r_v
_ 01l1y
_" .._ _ .. _._ - - xssz - ,r1\ \,n -ti• / RELOCATE EX SIGNS
s FX-'O�sl Xf tU L CW H ys C C'X �:X JERSEY BARRIER- v , c7--Y-''�-
_ - \ BEGIN WALL
-c>---5, Sz � _ 9�z 1 x Bay Street xy.>:, 1� L //p, _ r
x;G�4 \- -4 STA. 137+32.98, 148.75 LT
M 5
END :1 TAPER xc.n xass--ss—__ xs_ \` �t ` 1 TW11.7
r xgg5 55—_-._cG xc.pq =
11.0
AY
y _ r BENCH MARK
...r ��%��tP 11.5 CONCRETE MONUMENT "NOS
ss
(--,o--�Ex cR
} J J !---__ ___�• X f3U::yWG ', 1 I� RELOCATE/ENCASE PER SURVEYOR
} 13 LF 12"0 CMP 9 CGNC. .-:� Ss el- - ------ - ,� ; / - ,�- % , I `` �,\
�'-- +- "- s 1�- A kAiL
1e 5-7.67 12" CGIi G. =3.68 I I 1 -+� a ; -� } _
'-f.X 12" C0'JC IG /.45 PROPOSED E.P. `' __ rs _ , , €x CATCH s451r z- ALONG E% LRA `\ \ \" n.4\ TO BE REMOVED
CONNECT TO CB r \ ,� R M 8.87 t0 �( -i 1 \ I \ BW'-8.0
i _4 / \ / ,72 LF` EMOVABLE CONCRETE BARRIER
IE 8" PVC N:V 5.8� Lam' \
\- 2' INSID CURVE 'y`� �i I�� I \ S 13`Z+29.91, 132.73 LT
AREA PROP D `1 I S� ACES <iai41DENING J �` S ( \ � I� I, `\ �h\ TO`\SS�TeA. 137+55-74, 112.56 L
I I CB TYPE I 1 1 1 I WIDENING TYP \ U I I 10'x25��� SS M-1 '1_
W BEEHIVE GRATE „` } _ W/ IL OtQ, INDIVIDUAL SECTIONS
/ I (-- 11.35 \ J 11 , 1 \� \42" TAIL 'HEIGHT)
I I TE=9.50 I I 12'CONC. -3--?8 >t-- I I I WALLS
1 IE=7.45 I 1 i 1 EX We L--y` ¢ ¢ ADJUST LID AS REO'Drt6 LF #ALL 5' HIGH TYPq 1 W/ 42"
EX GRAVE BARK:NG �� � � � � T� TO B61
REMOVED �h E DARD5597LBRIDGE\,RAILING
`STA. 7+129.48
13;<3ADE BREAK
f Z oC iC - BASIN-_ ,I ;jf ,
I o
I o 1 0 ` , - f I t 1�1 I I I { , 01_F 36"\HIGH�RIDG€ RAI)JNG
1 t I -
IE e PVC K _ e-78 v 1 _ V`
I• { � �, 4 I � � R€MOVE & RGCON$'CRUCT\
y jj 1
1 1 1 I ��SoO 7 08�,, \ '�!�j \ \ EXFENCE
11E 12 CPcP S
_ �s
EX ,_ PAP .=7 62-PROTE�T & RETAIN' RELOCATE EXE�UYS'f
i(
Q
NOTE EAM T MAK BEE%&OuREO D)E
2V
EX S. 'ITARY SEVER - AU-v,L�—.I.l x 0.64 o I `
Perry Avenue
MATCH EX\\GRADE AT FOG,)JNE I I U {
RELOCATE EX UTILITY POLE
RELOCATE EX POLE &
TELEPHONE RISER {
-X FENCE
� —
E
REPLACE EX WATER METER LID m t= I ( I / / I WITH TRAFFIC BEARING LID I r --------
NOTE: ALL STATIONS w
REFERENCED FROM A -LINE I 1 MATCH LA _ _ "\ It '' II x •� �" RELocaTE Ex MAIL Box
LEE
REVISIONS BY DATE ♦ STORM AND GRADING PLAN BAY ST CORNER FOR: SCALE: 1°= 20'
NO. DATE BY DESCRIPTION DESIGNED RPJ 9/12 L%!& N.L. Olson & Associates, Inc. City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DATE: Sep. 12, 2011
DRAWN JAT 9/12 Engineering, Planning and Surveying 'O - T W4' DRAWING NUMBER
s
CHECKED NL011 9/12 Fysz Mosquito Fleet Trail 216 Prospect Street
(360) 895-2350 or (360) 876-2284 a1, s�G♦ Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4. Section 26, Port Orchard, WA 98366 097337-407225
APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchud, WA 98366
ACCEPTED Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SHEET C6.8
Sinclair Inlet
(SIDNEY TIDELANDS) \ `
� I
I21
I1.
1—
a
1
1 6 638.152
1 o I
!f
1/16 SECTION LINE 1
1 1II 1
LEI
-----L
----�------�------L--------�----------J
Lawrence Street
NOTE: ALL STATIONS
REFERENCED FROM A —LINE\\
I
\
P
REVISIONS
IBY
DATE
A �7 T
d-� N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (3 W) 876-2284
2453 Bethel Aveoue, P.O. Box 637, PortOahazd, WA 98366
'� J ¢&89 �4
s T.
`47oN u $
STORM AND GRADING PLAN -BAY ST/ TRACY
City of Port Orchard Pedestrian Enhancement Project
1 Mosquito Fleet Trail
Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Govt. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
DESCRIPTION
ESIGNED
RPJ
9/12
RAWN
[APPROVED
JAT
9/12
HECKED
NLOII
9/12
CCEPTED
A20' NGVD 19Scale:20
BY 8 PILINGS
Q o �
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 °= 20'
DATE: Sep. 12, 2011
DRAWING NUMBER
097337-407226
SHEET C6.9
/
NGVD 9929
Sinclair Inlet , } Scale: 1 20
I (SIDNEY TIDELANDS)
20 0 20 40
Ex BRICK PAY: RS- Scale in Feet
EX PARK
TO REMAINO_ - V
\ / / 1 Y' S12 f' ✓ '
UU,p/ TO,Bi CQNVERIED
�'C / / / v 3% _ �TOMOd-0RGYCLE ORCOMPACT PARKING
PROPOSED TEMPORARY/, / / --� 1 - ,rl_ t — I r i
g ll_.-_ - a t .`' '(2 `CL.€ARANCE FROM YRAILAESll�)
/ CONSTRUCTION EASEMENT / _ -' �- 1
4x ,CH BASIti - -_ / / �/ /' !te ,6.5 �/ _ _,� - - O, \., xt1�b `'.dy1 / i; 1l 1 .il �.i ;URt
r ,2 COiC N 6.69 ts
"2' C'AP C 9, �uZKtNG
_ xssa: ROW TEND TR
- p , t5 %PARKING SPACE - --_
E 12` CONC- 5--8.8"c \/ EaAv% /OPO E /. _ _ '� TO BE REMOVED
�h IE W.OL ,OC
u k �.37v I PROPOSED ROW BOUNDARY
Ek S3 Mii REMOVE EX CURB %: \\
RAM=10. PROPOSED TEMPORARY ///-� //_�►$ _x�� - _ `��
\
R� \ 1 \ / a" C('h- Sn.. 7 / CONSTRUCTION EASEMENT 'l� / �/i
;'\ F- e" CC+N,., 'N (ADAKD Mb) x s„ we
—
"�
6
1X BUILDING
_ ..i- ¢= " :; �;�,ysm ND / "-cX 9"x 9" COyC. BGL! P.ftJS (Tv?.; BENCH MAR 20:1 TAPER t / i i C j //i o" 3a TAPER PE ELEVATION K 15.50
t �tf. IF 13.85 / / / / In, MAG NAIL SET IN SIDEWALK \ \
\M /
1
0—
SHOWN 1 f S PROPOSLIGHT FOR ED E CLARITY ON
�•� .. '� ____ . v c - /t /p" - ` '� /` ca`� ., f GRADING PLAN ONLY \ \
INSTALL SIDEWALK RAMP \ \
EX CATCH BASIN \.
g AN I *tt2a S, r _ c, „ �- RIM i4_ 0
," _ _ SD MH 2 ..1P N 11.60
R Ia.s4To? X ��." " CMF 12.55
4 E
_X Sf E� 'I_Al-: ��� Rit/ .257 It 12,JCONC N 93/ 12" CPEP 'N-1230
i
b" CON
C. /J
LIMITS ss -.- x,55 ='63( TEX ,.uIDtNB /•`• iE3 COGS i•J 41
al
BEGWn30:t TAPER
-LX AP
cn-
rJ, VE
_ Ex SS
tx Ss hi:i ,c;e f /" �- �X SS CO R;y1 14.69y
(Lf AT�ON) / Rlk"-',t 76 B"C_NC. IL-9g9N84'40'33.70"E o
SZ 634.060 Py3' �.•: � /g ��� ` i\ (h0i 4flAS,,
/
cX 10" CONC. WALL-/ .�/�� �` � / �/ � ;b
� EX !E 36" CONL'.=i..i4-�
0
I
NOTE: ALL STATIONS
REFERENCED FROM A —LINE
pY
$,y � SCALE: 1't= 20'
REVISIONS BY DATE �, AT 7 STORM AND GRADING PLAN -BAY ST/ RETSIL FOR:
N0. DATE BY DESCRIPTION DESIGNED RPJ 9/12 L+J 1\•lr. Olson & Associates, Inc. City of Port Orchard DATE: Sep. 12, 2012
City of Port Orchard Pedestrian Enhancement Project DRAWING NUMBER
DRAWN JAT 9/12 Engineering, Plannin and Surveying a a e o �4 216 Prospect Street
g 9 g o Mosquito Fleet Trail
CHECKED NLOII 9/12 (360) 895-2350 or (360) 876-2284 Ss10N L EN Port Orchard, WA 98366 097337-407227
APPROVED � 4� Situate Within Gov't. Lots I, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
2453 Bethel Avenue, P.O. Box 637, Pori Orchard, WA 98366 Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SHEET C6.10
�— ACCEPTED
DESCRIPTION
NOTE: PORT OF BREMERTON TO
ENSURE SUPPORT MAINTENANCE IS
-
PER CODE PRIOR TO BOARDWALK
MODIFICATIONS.
...........
42'. GUARD .. .. .
12' TRAIL
BRIDGE RAILING
X 12"0. WOOD PILE
..,
EX 1rx3 PLANKS
i
TO BE REPLACED
WITH GRATING
CONCRETE TRANSITION
--
CURB
_�
_A 2 6 BRA,.KI I
A i "r CONCRETE—-,
r
�X 3.P--RAP/SANE`-
a
(TO REMAIN)
TRAIL SECTION STA.11+25
SCALE 1"=5'
1
TRAIL fL
2' SHOULDER 5'--t5' [2' SHOULDER
2.0% MAX. SIDE SLOPE
`ON TRAIL ��
2' SHOULDER
LSHOULDER SLOPED AS SHOWN (6:1 MAX)
2.5" HMA CL 2° PG 58-22 (WSDOT 5-04)
2° CSTC (WSDOT 9-03.9(3) "TOP COARSE")
6° GRAVEL BASE (WSDOT 9-03.10)
4.5" CSTC ON SHOULDER
TYPICAL ASPHALT TRAM
SCALE 1'=5'
I
TRAIL rr
--2' SHOULDER
WWF
ICRETE
WSDOT 9-03.10)
03.9(3) "TOP COARSE-)
OPTION 1
TYPICAL CONCRETE TRAIL
SCALE 1*=V
EX FENCE— '1 .
j j�—EX SRUCT RE y
................... .................. .......... .------- ..........y............. -......
...
i
2' CURVE WIDENING t0' TRAIL 2�,GRAVEL SHOULDER
T.......
'1
...... .. 2 SHOLIIAER--{ ...PE - ..
/ TYPE 2 CONCRETE WALL
.. - -...- � ...../ :... ..... .................
:......
2.5'. HMA
2" CSTC
6" GRAVEL BASE
4.5" CSTC:ON SHOULDER- - -
TRAIL SECTION STA.13+86
SCALE 1,=5,
T �2' SHOULDER
SHOULDER
10' 7RAIL
I3
- BRIDGE RAILING 12,5% . TO BE REMOVED ; W^
TRAIL SEC11ON STA.17,40
SCALE 1"=5'
REVISIONS
BY
DATE
,,
A=JN.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'dq s 1�4'
6s9t Nov
A18(�,
TRAIL SECTIONS STA 11+25 TO STA 17+40
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26.
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR.
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: Ie=5'
DATE: Sep. I2,2o12
RPJ
9/12
DRAWING NUMBER
097337-407228
FACCEPTED
JAT
JATNLOI
9/12
9/12
SHEET C7.0
EX ASPHALT TO BE REMOVED -
2':SHOULDER 10' TRAIL 2' SHOULDER
IS
42" GUARD
BRIDGE RAILING
V _2z IIw _
—2.5z
- 1-18" BARRIER STRIPE
.... ..... .. ... ......
I
2" C.S.T.C. 2.5" HMA I "
i SAWCUT EX ASPHALT
TRAIL SECTION STA. 17+90
SCALE 1'=5'
TRAIL SECTION STA.18+72 (ROCKWELL AM ACCESS)
SCALE 1'=5
TRAIL @
2' SHOULDER 5' 5' 2' SHOULDER
s ... ....:........ . .. . .....:........:... ...... 36" BRIDGE. RAILING.. .
EL=11.57
10z � - 10z
10 -
2.5" HMA -
2" CSTC
6" GRAVEL BASE
4.5" CSTC ON SHOULDER
TRAIL SECTION STA. 20+00
SCALE 1'=5'
NEW LOCATION f<
UTILITY POLE I x—EX UlulY POLE _
i
. .............. ... .---f-.......:........ ........:........, ..
r
EX :ASPHALT TO AI REMOVED
- SHOULDER � 10 TR L I SHOULDER12'
...... - z- .. .. .. .. : ..�- - EX BUILDING
... '
18" BARRIER- STRIPE
ON:EX ASPHALT
`SAWCUTEX ASPHALT
X WALL 5" HMA N
.. - ..................
-
-
-..
TRAIL SECTION STA.18+05
SCALE 1'=5'
2' MINIMUM
' ........:.. f ... SHOULDER -
I 42" GUARDS
BRIDGE RAILING t2%
0 f .. .
5 ---!:.. ........ ......:... . .
3' HIGH
TYPE 1.WALL -
2' GRAVEL
. ..SHOULDER........
MATCH EX
GRADE
1-4.5" CSTC ON SHOULDER
25" HMA
2" CSTC
GRAVEL'6ASE . ..............................
TRAIL SECTION STA. 21+50
SCALE 1'=5
J71 TO BE REMOVED
j..l.
2 10' TRAIL 2' SHOULDER -
.SHORW ....J.. ..... .... . J ...... . ..... : ...... .....
o.
42' GUA - W:
BRIDGE RAILNG _ 2z : _ a
r_—. �I �18BARRIER
STRIPE
0N
iI
I
�I I � I `-SAWCUT EX ASPHALT
EX sA1 I I - 2.5" HMA
2�� .C.S.T.0.:.......... ........ ; ...............
TRAIL SECTION STA.18+40
SCALE 1'=5'
TR/JL t
.... .................. _........ .. ...... - ... _. ... .. .
2 -SHOULDER 5' S' 2' SHOULDER_
1' CORNER
WIDENING 36° BRIDGE RAILING
EL=13.6
f... .. .. .... ..I ........ ..........................
......... .............. .... L 25'- HMA ....................... _ ...............
2' CSTC
6" GRAVEL BASE
40 FILTER COURSE ON SHOULDER
TRAIL SECTION STA.19+10
SCALE 1°=5'
2' MINIMUM -
SHOULDER : TRAIL@:
- 42" GUARD : F
......... BRIDGE RAILING-- - - - 5'�5' .- .. 2' GRAVEL
15 ....
. � SHOULDER
o EL-10 25 MATCH EX
GRA
DE
I 2x 2x 2z _ 2%10
.
:_
i
4' HIGH ti t, �" 25" HMA
TYPE 1 WALL 2' CSTC 4.5" CSTC ON SHOULDER
- 6" GRAVEL BASE
5 ...... -. ...----........:..................:........
TRAIL SECTION STA. 22+75
SCALE 1°=5'
REVISIONS
BY
DATE
A
A=JN.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Pori Orchard, WA 98366
14 �A
'09+ a8 113 +,4 1,DRAWING
9`YION Sir'} 4
y ``
f
TRAIL SECTIONS STA 17+90 TO STA 22+75
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W1v1., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: r=s
DATE: Sep. 12, 2012
DESCRIPTION
DESIGNED
RPJ
9/12
NUMBER
097337-407229
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C7.1
ACCEPTED
TRAILS : : 6' TALL CHAIN LINK
SCREENING FENCE
2' GRAVEL -
5' _ ,:� 2'
5 .......... SHOULDER .. .� 5 �.SHOULDER
.. �I .. ..... .
:I 42" GUARD: : 3Q 'EX PAVEMENT
:E BRIDGE RAILING N� TO REMAIN
2% i 2%
p - . . . .
EL=10.64
2.5" HMA
2" CSTC
. ...... 6". GR'AVEL'BASE ...... ............ .
3' :HIGH
TYPE 1 WALL -
TRAIL SECTION STA. 24+35
SCALE 1'=5'
TRAILCL : 6' TALL CHAIN LINK
SCREENING FENCE
2' GRAVEL
5 - SHOULDER. ...5' . 5... .. 2'. SHOULDER ................ ....... .
3 MATCH EX GRADE
i ' MATCH
NI
2% EX SLOPE,,
p
427 GUARD > INSTALL 'IN EX PAVEMENT,
BRIDGE RAILING MIN 2' EMBED
?F
2.5" HMA
/- 2" CSTC
....... ._ / .. .. ... . 6". GRAVEL BASE ....... ........ ..... . ...... ........ .
3' HIGH
.TYPE 1 WALL.
TRAIL SECTION STA. 26+78
SCALE 1'=5'
. TRAILS`
5 .. _ ,2' SHOULDER. .5' 5'... _ .2'_SHOULDER..
.......
... . .
4' CORNER
WIDENING 6' TALL CHAIN LINK
SCREENING FENCE
p - .: ... . . ....... '... : MATCH EX GRADE .
0% SIDE SLOPE 6:1
.. MIN. 2' EMBED (TYP)
... .. 2:5' HMA..:.. ...........................
2" CSTC _
6" GRAVEL BASE (USE AS FILL)
TRAIL SECTION STA. 29+45
SCALE 1'=5'
¢ - 6' TALL 'CHAIN LINK
SCREENING FENCE
2'. MINIMUM 5, 5 2' PAVED
5 ... SHOULDER.— :• . - ..SHOULDER.... - ... .
- -X BUI:.D ING
t2% t yq. L1'l._
42" GUARD
BRIDGE RAII—W.
25 HMA MATCH EX GRADE
}
2' CSTC
....... 6" GRAVEL- BASE .... ...... . . ......
— - 3' HIGH - -
TYPE-1 WALL
TRAIL SECTION STA. 24+76
SCALE 1'=5
. _2' GRAVEL FMA1,CH
5'^5SHOULDER ....... ....i'CORNERIWIDENINGOPES '
6' TALL CHAIN LINK
SCREENING PENCE - -
EX GRADE
�4........:. ......................I
�2.5" HMA
2" CSTC
5 ... . - ... . _ ... .. _ .. .. ... - . .
6" GRAVEL BASE - -
4.5" CSTC ON SHOULDER
EX ASPHALT TO BE REMOVED,
REPLACE WITH LANDSCAPING - -
n
TRAIL SECTION STA. 27+85
SCALE I =5
LD
5 5 5 _ .. .. _ .2' SHOAL...... - . ..... ... .. .. .
42" GUARD 2.5. CORN
BRIDGE RAILING WIDENING
SOLARPEDESTALLIGHT .
f i uAicR SLOPE:Ex rAT 200 FT INTERVALS
�0 : : 1... SAW CUT EX .
ASPHALT
2.5" HMA
2" CSTC
TRAIL SECTION STA. 3I+03
SCALE 1"=S
6' TALL CHAIN LIP
SCREENING FENCE
i5 ..........2' GRAVEL-- - ..... ...5, ... ' .... 5, ... _ -2' SN
SHOULDER— -
42" GUAR y� EX UiL';
BRIDGE RAILING
a - - . ..WALL PER. �28 2%
OTHERS -
� J
5t
..... - ...: 3' HIGH
TYPE 1 WALL. -
I7
TRAIL SECTION STA. 25+85
SCALE 1"-W
BUILDING OUTER
WALL NEW LOCATION
2' MINIMUM
.......: - SHOULDER -
- �
5'.---L�5'=l
'
.2'.SHOULDER... - .
..........:...... .
6' TALL CHAIN LINK
�1
SCREENING FENCE
F
( 31
yl—MATCH
EX GRADE .
42" GUARD
BRIDGE RAILING_.
'y~
-
-2.5" HMA
-
2" CSTC
- --_-. -. �.!/
...:....... 6' GRAVEL BASE ......
. .:.........:........:...... .
-
3' HIGH
TYPE 1 WALL:
TRA L SECTION STA. 28+65
SCALE 1'=5
4Z GUARD
f
- BRIDGE RAILING -
2 SHOULDER -
5 - .... ...............
- : 2' GRAVES
..
-
......
36" BRIDGE RAILING
SHOULDER
�5 .�=1 I 5�
SOLAR PEDESTAL LIGHT
r��A�T200 NTERVALS
TW
...... . . .... ...... ...s ..
.. .-- -. ... .
.:....... .. .
o-
- - - - - -
-. ---
2.5" HMA_
-
V X ASPHALT REGRADE
: REMOVE E
5 ... _
- - _ ....
- �
.... _
2'CSTC � �
..
� AND RE -USE BASE 6l1:RIAL FILL
�-
V GRAVEL BASE
AS REQUIRED.
S HIGH -
- -- _ — — -
-
TYPE 1 WALL
.
- - -
.....................................
TRAIL SECTION STA. 32+26
SCALE 1'=5'
REVISIONS
BY
DATE
A
`z-J NLOlson & Associates, Inc.
N.L.DESCRIPTION
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Beehel Avenue, P.O. Box 637, Port Orchard, WA 98366
m �y
i°.Ao g`3 9 0 'w4
o18T ae
`TstOKA 8�
TRAIL SECTIONS STA 22+75 TO STA 32+40
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Range East' ty p arty, Washington.
Township24 North, 1 W.M.; City of Port Orchard, Kitsa CO
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: V= 5'
DATE: Sep. 12, 2012
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407230
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C7.2
ACCEPTED
42' GUARD
rT CENTER STRIPE 42" GUARD
BRIDGE RAILING
BRIDGE RAILING
2' MINI
UM
SHOULh
a
I
2' MINIMUM SHOULDER
3.
EL=10.50
`2%
t2y,
EL=10.78
Ij
-.
STRUCTURAL FILL.....
o ....... : ...... .... ...
.. ..... .
REPLACE W/ HMA (MIN 2").
3' HIGH-
. TYPE 1 WALL—
—
;.�
SAWCUT EX EP AS—
5 ...;. ., '�..
...
..- 2.5" HMA
... ... REO'D FOR CONSTRUCTION.... .
'5' HIGH
2" CSTC
.
:TYPE 3 WALL
6" GRAVEL BASE '
RE —GRADE & RE —USE EXISTING
BASE MATERIAL WHERE SUITABLE
0 ... .....:.... ...:...... ..:... .. .: ...
.............
.:... ....:.....
...:. ..... ..:.... .. .:. .. .....
TRAIL SECTION STA.32+78
SCALE 1"=5'
42" GUARD
BRIDGE RAILING
EX CONCRETE TO BE. REMOVED .
I
5 .............. ............IN .WALL..... .......
2' MINIMUM
SHOULDER
.....: .
..........
36" BRIDGE RAILING .. ..... .
2' MINIMUM SHOULDER
I
�.2%
1-
MATCH EX GRADE
EL-10.50
:
I 2%
3' HIGH
TYPE 1 WALL
SAWCUT EX ASPHALT -
IF REO'D
2.5" HMA
-
5 ... . ....... ....... .,, ., ,..=
......... .. .2".CSTC ............
- EX CONCRETE .
: TO BE REMOVED
-
6" GRAVEL BASE
-
........... ... ..... ..... .................
TRAII. SECTION STA. 34+53
SCALE 1"=5•
5............................ .......: . . .......
........ i ......y�
.......EL=9.55..............
.... .
36" BRIDGE RAILING -
S GRAVEL
' - SHOULDER
5- ---I ----5' '„'
I2'
GRAVEL SHOULDER
..........
.. I.
I .. .
. ;. .:. .'.
EX GRAVEL TO BE REPLACED W/
4.5" CSTC
_ ........... .........QUARRY.SPALLS ............
.. ..
........... - - ...... .
AS REO'D
2.5" HMA:
WITH N140 FILTER FABRIC
2" CSTC
6" GRAVEL BASE
-
4.5" .CSTC ON SHOULDER
DESCRIPTION
TRAIL SECTION STA. 36+51
SCALE 1"=5'
42" GUARD
42" GUARD
BRIDGE RAILING
:
BRIDGE RARING
......
5 ................. ................
- - -
5• 5'
- -� 2' MINIMUMS
xl SHOULDER
.....
..........:.......
- -
2' MINIMUM SHOULDER
E'0.78
= -
= EL=[0.50.
`_ 2%
STRUCTURAL FILL
L
p -- -- - - - - - - - - - - - - - -3"HIGH....
.:, ....----,
--. — -.-. -
'
COMPACT TO 95% MDD .
TYPE:1 WALL --
- - -
' ,fix-HMA.
_ 2.5"
REPLACE W/ HMA (MIN 2")
- -'-.
�2' CSTC
--- - - —. -- —
GRAVEL BASE
.I -- —
5 -- - --- - ---�.�
..... .........
.... : -
- ......... _. .
.. ....I .. ........... _..... - .
5' HIGH
SAWCUT EX ASPHALT
TIDE 3 WALL
-
p.- ............:...............'_.........:-...-...:.........:........:.
... .. ..._..... .. .:.....
TRAIL SECTION STA 33+27
SCALE 1"=W
42"-GUARD-
BRIDGE RAILING
:....
.._. ......
.............................. .:.......
i-
....
I
36" BRIDGE RAILING
- 2' MINIMUM
SHOULDER
- 5�
2' MINIMUM SHOULDER _
- EL=10.36-
1 .............
-
_ --
----------
EL=10.6 (MATCH EXISTING)
4' HIGH
. -
'e
�SAWCUT
TYPE: 1 WALL I
.
IX ASPHALT -
_._—`-
....HMA.....
. -
2 CSTC
_
-
6" GRAVEL BASE
01................................ .......I
2-
TRAIL SECTION STA. 35+21
SCALE 1"=5'
TRA L SECTION STA. 37+16
SCALE 1"=5'
REVISIONS
BY
DATE
A
A=J N.L. Olson & Associates, Inc.
Engineering, Plannin and Surveying
g Y g
(360) 895-2350 or (360) 876-2294
2453 Bethel Avenue, P,O. Box 637, Port Orchard, WA 98366
r0.p 919 �'�
o Taag°
ssfo L B
}
TRAIL SECTIONS STA 32+90 TO STA 37+30
City of Port Orchard Pedestrian Enhancement Project
-
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City oPPort Orchard, K1tsap County, Washington,
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 51
DATE: Sep. I2, 2012
p. 12,
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407231
DRAWN
JAT
9/12
CHECKED
NLOII
9/12
APPROVED
SHEET C7.3
ACCEPTED
...........:............................... _
1' SHOULDER —^{ t:' SHOULDER{
� I
4" CONCRETE:
42" GUARD --DECK
1 .......... BRIDGE. RAILING ... .... . , . d 2%
EX RIP_ RAP
APPROX 3" 4'
THICK)
MHHW 5.74
GUARD HANDRADJNG 42'
TOTAL HT ABOVE TRAIL
ELEVATION
2':CONCRETE BARRIER
2 SHY DISTANCE
h_GC -INE
X U'1yI d - liOVED
SAWCUT EX ASPHALT
i
EX FGRCE bIAN
2.5" HMA
2"�CSTC
1 _ : 6" GRAVEL BASE (MIN)
CURB & GUTTER W/ 9"HIGH CURB
5L_
NOTE: TOP OF FOUNDATION ELEVATION =1'-4"
LOWER THAN EXISTING GRADE/TOP OF TRAIL.
SLOPE FOUNDATION 2% TO MATCH TRAIL SLOPE.
VARIES VARIES FROM 10" TO 0"
MAINTAIN 1H:6V SLOPE
R. 1• R. ON SIDE OF CURB
MATCH ROADWAY SLOPE
0 10 1`t" R.
0
DEPRESSED/EXTENDED CURB SECTION
GUARD HANDRAIL 42" TOTAL HT
ABOVE TRAIL ELEVATION
2':CONCRETE BARRIER
.. .......... ........10 IRAL— -- - - ..,..... ....._..
1' SHOULDER I $.rEX FOGLINE TO REMAIN
1' SHOULDER ky,
42" GUARD 2' SHY DISTANCE
BRIDGE RAINING € : 2" CSTC
4" CONCRETE EX CURB TO BE REMOVm-
.......................:........... ;3'T:A1J11LL-VER- ..... .�. rDECK. g�... _.. .>.;- .........,..........;..... _.......:...........
TRAIL SECTION STA_ 39+09
SCALE 1"=5'
2' CONCRETE BARRIER:
i5...... .... . .. ................. .. ... ...-. ... .........
1' SHOULDER I 1' SHOULDER
s
5'5' 2' SHY DISTANCE
42" GUARD I 14" CONCRETE ;. LX N G 4ANE
BRIDGE RAILING
10 ........ . LX .._. ..` ...A .... .. 0-R&- -O HE R.M 0 vkO -- - ---
EX RIP RAP
APPROX 3'-4' -
THICK) ':? SAWCUT EX ASPHALT
MHHW 574_
a r R F MAIN
25" HMA
2":CSTC
— _ GRAVEL BASE
CURB &GUTTER W/ 7" HIGH CURB
TRAIL SECTION STA. 41+34
SCALE 1•=5'
REVISIONS
BY
DATE
A
%J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'0? Aaor ��'
9stoN $Nc'��
TRAIL SECTIONS STA 36+51 TO STA 41+34
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
p
Port Orchard, WA 98366
SCALE: 1"= 5'
DATE: Sep. 12, 2012
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407232
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C7.4
ACCEPTED
2' CONCRETE BARRIER
H X 0 {-11V
t SHOULDER c-------
.,........ 1' 'SHOULDER. ..... ; -
10':TRAIL 2' SHY DISTANCE
A
42" GUARD "
14° CONCRETE iJi 2.5" HMA
BRIDGE RAILING DECK ; i2" CSTC
2%.. ...fi GRAVEL BASE -
..,. EX RIP -RAP .. .. .._... - --
APPROX S-4'
THICK)
MHHW 5.74
I.. .....
I
ii '_IX r'FNe�1L
PROTECT & RETAIN
TRAIL SECTION STA. 42+46
SCALE 1"=5'
20
GUARD HANDRAILING 42"
TOTAL HT ABOVE TRAIL
2' CONCRETE BARRIER: ELEVATION
1' SHOULDER--{ V SHOULDER
10' TRAIL
15 .
.. . .......... ..... '. ... ..2 SHY DISTANCE
— .
42" GUARD r L F
BRIDGE RAILING 4" CONCRETE _,y ARD TC, 3 f � rEJ
DECK
10 ..-.-.. ._ __.
EX RIP -RAP %—SAWCUT EX ASPHALT
APPROX 3'-4�—
i
THICK.)
MHHW 5.75 -
1- �- — - 2.5":HMAr
1-__q..60 _ - " 2" CSTC i PROTECT &RETAI
6" GRAVEL BASE�,,,�HuX I: ,'4TIGDi
TRAIL SECTION STA. 47+28
SCALE 1"=5
18" BARRIER STRIPE:
10' TRAIL
5 .. .....:..I' GRAVEL SHOULDER—j.......
....j. .... ....
.. EX F0(3 ......
42° GUARD---i
TO BE REMOVED
BRIDGE RAILING
LA :URU IL JE ZFM D".,
5' HIGH TYPE 3 WALL
,;
--- -- -
o......._..
n•
.......
€
1
2.5°: HM�SAWCUT EX ASPHALT
MHHW 5.75 _ _
2" CSTC ,\
--.
6. GRAVEL. BASE.;
s
: STRUCTURAL FILL ` /I iQX LkAA ION
COMPACTED TO EX 8 SST..-M
:95% MbD
TRAIL SECTION STA. 49+91
SCALE 1'=5'
REVISIONS
DESCRIPTION DESIGNED
DRAWN
CHECKED
APPROVED
ACCEPTED
2' CONCRETE BARRIER:
s
- ... _ _ . 1' SHOULDER 1' SHOULDER -X FOG l:YL
5 ... ... .. ........... ... .. ...... w . .... ......
10' TRAIL 2SHY DISTANCE
42" WARD E 4° CONCRETE i 2.5" HMA
BRIDGE RAILING DECK i" r CSTC 6"
-
0
GRAVEL BASE
- EX RIP RAP
APPROTHICK) 3' �/
THICK) - -"-"--
MHHW 5J4f--
EX 12" CONS -
(\\-APPROX LOCATION
EX 187 FORCE MAIN
TRAIL. SECTION STA.45+36
SCALE 1'=5'
15 .... ... .. .... .. :�.... �!
EX STRUCTJRt� I
ti
as
SAWCUT EX'AS'HALT___�'
AT GRADE MATCH POINT
5 ....... ..............
10' TRAIL
18" BARRIER STRIPE
EX 1 0G i :NE
TO BE REMOVED
,
i SAWCUT EX ASPHALT
2.5" HMA
2" CSTC
6" GRAVEL BASE
�tiPPROX LCCAIiGN
- EY. 18" `ORCF MAIN
TRAIL SECTION STA. 48+60
SCALE 1'=5'
1' SHOULDER -SHOULDER—--EX .0G LINE
5 : - . _ . .10'-TRAIL.... - _ TO BE REMOVED
... - .78" BARRIER STRIPE 42" GUARD
BRIDGE RAILING ' 4 CONCRETE �I X CURB TO Bc REIAOVEO
SUPPORT FOR TRAIL BETWEEN 1 DECK
WALL & CANTILEVER `_-
0 ($EE.STRUCTURAL. PLANS) '..... .. .v ........
6" GRAVEL BASE
5' HIGH TYPE 3 WALL �SAWCUT EX ASPHALT
2.5" HMA:
MHHW 5.75 P" CSTC _ --
5 - _ - ~ - ' - . - ".GRAVEL BASE`,
-APPROX LOCATION
STRUCTURAL FILL rX 4EOPCE MAIN
COMPACTED TO
95% MOO
=� N.L. Olson & Associates, Ini
Engineering, Planning and Surveying
(360) 895-2350 m (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
TRAIL SECTION STA. 50+09
SCALE 1'=5'
: 1' SHOULDER
42" GUARDI
BRIDGE RAILING ;
2': CONCRETE BARRIER
1' SHOULDER —
TRAIL .....[-X
' SHY DISTANCE
r
TO BE REMOVED
4" CONCRETE
DECK i_ 4EU
.. .. .. ..... ......
' __......_--
!�SAWCUT EX ASPHALT
TRAIL SECTION STA. 46+91
SCALE 1'=5'
NOTE: TOP OF FOUNDATION ELEVATION=I'-4°
LOWER THAN EXISTING GRADE/ TOP OF TRAIL.
SLOPE FOUNDATION 2% TO MATCH TRAIL SLOPE.
of
15 ... I- - .-...
j R SIRi,-T-:R,
2 SHOULDER—{
to -
APPROX.: GRADE
MATCH POINT - -
5 .... .: .... .. ...
11
V `2.5"
LL2 CSTC X P .,i;�
6" GRAVEL BASE
TRAIL
� ....... iy , . 18..BARRIER. STRIPE ..:..... .... .
I ? x OC Lug
k TO BE REMOVED
�SAWCUT EX ASPHALT
\ 2.5" HMA
�-2" CSTC
6" GRAVEL BASE ;
4
r c;r.
TRAE. SECTION STA. 49+40
SCAB 1"=5'
2' CONCRETE
1' SHOULDERI
1' SHOL
IS... ..... ... ... 10' ., ...
TRAIL-
.
I
42' WARD
€ 4" CI
BRIDGE RAILINGI
k DECK
�2
- 6' CANTILEVER,
�
MHHW 5.75 -
5 ........ EX: RIP.-RAP��� i
APPROX
THICK)
0
TO BE REMOVED
F2' SHY DISTANCE
TE
�_—SAWCUT EX ASPHALT
4 P
o. T 3rs S., .
2 CSTC
GRAVEL BASE
12" :iiieCR_ SS '/"-
TRAIL SECTION STA. 51400
SCALE 1'=5
TRAIL SECTIONS STA 42+43 TO STA 51+00 FOR:
City of Port Orchard Pedestrian Enhancement Project City of Port Orchard
Mosquito Fleet Trail 216 Prospect Street
Situate Within Godt. Lots 1, 2, 3 and 4, Section 25 and within Godt. Lots 3 and 4, Section 26, Port Orchard, WA 98366
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
SCALE: 1 "= 5'
DATE: Sep. 12, 2012
DRAWING NUMBER
097337-407233
SHEET C7.5
2CONCRETE BARRIER
1' SHOULDER
0.5' SHOULDER --I 10' .TRAIL
42" GUARD I �11DECK
NCRETE
BRIDGE RAILING
6' CANTILEVER, ri
MHHW 5.75 /
S....-.. ....... / '
:EX RIP -RAP /=1
3 4'-THICK -r
6° GRAVEL
11 :LANE ----I---it' LANE
_
_X r [,Ni l' SHOULDER
TO BE REMOVED
2 SHY DISTANCE o -
i
-.a CURB I0 T- lCMOVED /
SAWCUT EX ASPHALT SAWCUT EX ASPHALTT
L
PLACE 1' CDF AROUND JOINTS IF L
REO'D FOR SS PROTECTION:
/ APPROX-OCA'CN
8' FORCE MALN .... ...... - ........ .......... .
(PROTECT)
12" CONCRETT SS -
25" HMA (PROTECT)
CSTC
TRAIL SECTION STA. 51+56
SCALE 1'=5
20 _
GUARD:BRIDGE RAILING 42°
TOTAL HT ABOVE TRAIL
2' CONCRETE BARRIER ELEVAl10N
LANE-�11' SANE;............1 S LDER
42" GUARD 10' RAIL F11'
DISTANCE . 3�
BRIDGE RAILING �4" CONCRETE o �I
EX -WALL TO BE REMOVED DECK I.
10 ON6Y AS REO'D
5.5' CANTILEVER SAWCUT EX ASPHALT-
-SAWCUT EX ASPHALT
MHHW 5.7 + AP RvX -O Fi ON
HMA
5 ...................... ....... .. i to 2.5"CSTC - ........
2
--Ei C w. Ri:7E SS 6" GRAVEL BASE
_ _-�-CDF 12" THICK AROUND JOINTS TO -
PROTECT EX PIPES DURING CONSTRUCTION
DESCRIPTION
TRAIL SECTION STA. 51+98
SCAM 1•=5'
- . _ _ 2' CONCRETE BARRIER
.. .. .......... ..-----
--�-to'- TRAIL
42• GUARD $ 4" G(
BRIDGE RAILING : I : DECK
u.. ...........
GUARD HANDRAILING:42-
TOTAL HT ABOVE TRAIL -
ELEVATiON
11' LANE-��-11' LANE1
cX.FOG i `.E 1' SHOULDER
JTO BE REMOVED N 3'
2' SHY DISTANCE r oI
a �
EX CURB TO be REMOVED
T :SAWCUT EX ASPHALT��
SAWCUT EX ASPHALT - --
MHHW:5.75 - -
�
It- - APT U L'JCPTON
5 .. .... i .. '.: ..
-- ' =;, i 3" SSFdi .......
...... 2:5"- HMA ... -
EX RIP -RAP -
/
_
�3-4' THICK
EX 12 CCNCRETL SS
6° GRAVEL BASE
_CDF
12" THICK AROUND JOINTS TO
PROTECT EX PIPES DURING CONSTRUCTION
CB TYPE I W/-
- BEEHIVE: GRATE
TRAIL. SEC ION STA. 51+84
SCALE 1•=5
X A+�
TO BE REMOVED
ry 'c"
....:. . ..........:. TQ .DE REMOVER........ ......... - .
ONLY AS REO'D.—�
42° GUARD
BRIDGE RAILING
......... ... 4' -CONCRETE- DECK .. - .
5' CANTILEVER, .
5 .......... ...... ........ .. .. .
NOTE: TOP OF FOUNDATION ELEVATION=1'-47
LOWER THAN EXISTING GRADE/ TOP OF TRAIL
SLOPE FOUNDATON 2% TO MATCH TRAIL SLOPE.
5 ....w.................I ..
EX RALL
TO BE REMOVED -
42" GUARD
BRIDGE RAILING
REMOVE WALL AS REO'D
FOR SUPPORT BEAMS �-
MHHW 5.75
EX WALL IO-BE-REPAIRED/ REBUILT -
-AN-AREA OF CANTILEVER.
S CANTILEVER
2' CONCRETE BARRIER
11' LANE-_. i.1 .......... 1Y L.AN.E...............
_ I 7' SHOULDER 3�
2 SHY DISTANCE i
'o 0
LX
TO BE REMOVED _ -
1�1�15"HMA SAWCUT EX ASPHALT
2" CSTC
GRAVEL BASE
- APPROX. LOC AP.0 .... ... . .... .
d ',8' SSFM 2.5• HMA
=X 72" C`v';CRE LZ:SS 2" CSTC
CDF 12• THICK AROUND JOINTS TO 6" GRAVEL BASE
PROTECT EX PIPES DURING CONSTRUCTION -
TRAII. SECTION STA. 52+82
SCALE 1=s
-v, cO. ONE
TO BE REMOVED
. ` TRAIL 1 � � , - �
:1' SHOULDER
f : 18• BARRIER STRIPE - z
_4" CONCRE fX CIA3 TO E. c_JEV; L' 0 3-1
iCK
U�- .---2.5 HMA - _
SAWCUT EX ASPHALT L
SAWCUT: EX ASPHALT-^
JI.-.rPROX a TON .
EX 'B'yoRCE MAS4 � X -�-0•E :L S> 2.5" HMA
s' .. ...........
(PROTECT) .. - .... 2" CSTC
PLACE 1' CDF AROUND JOINTS IF V-6" GRAVEL BASE
2• CSTC REO'D FOR SS PROTECTION
GRAVEL BASE:
TRAIL, SECTION STA. 53+85
CALF 1'=5
REVISIONS
BY
DATE
A
Olson &Associates, Inc
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'0p 1 ¢'�
s r9E8 n��
sr0xet
i
e
TRAIL SECTIONS STA 51+56 TO STA 53+85
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
-
Township 24 North, Range 1 East, W.IVL, City ofPort Orchard, KLiSaP County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: I"=5'
DATE: SOP. Iz,zolz
DESIGNED
RPJ
s/,z=JN.L.
DRAWING NUMBER
097337-407234
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET C7.6
ACCEPTED
EX BUILDING 0
18" BARRIER STRIPE .. ..... .., .__ - .._
... ,...... ..
10' TRAIL _11' LANE -f---11' LANE
I SHOULDER
a�
1
`-EX VJALi. SAWCUT €X ASPHALT
;-" _-APPROX ECCA:iON: 2.5" HMA
"� ...........:.'._..( ... EX. :18".S`:.FM.....:............:...........:...... 2 CSTC...... .
GRIND WALL, CONCRETE & ASPHALT 6" GRAVEL BASE
RE -SURFACE 1" MINIMUM CONCRETE
TRAIL SECTION STA.54+40
SCALE 1"=5'
�X �=oc urtE
TO BE REMOVED
IS... .. ......, ....... ......... .... ....... ._...... .... ,... ..... ... .. ... - .. .. - .... - ........
EX BUILDING
,\I i AR
BRIER STRIPE : :1' SHOULDER
F111"
z
a o
I `
EX SURFACE) :� MATCH
.i � � EX GRADE
TO REMAIN :i`SAWCUT EX ASPHALT SAWCUT EX ASPHALT-�(
5.......................:........... .............:'._,.'�.•�,-AP° M ........ ........ ... ....
2.5" HMA
ROX" LC�AT N' 2": CSTC
CONCRETE DECK EX )a" SSFM 6" GRAVEL BASE
2" CSTC
6" :GRAVEL BASE
111
TRAM SECTION STA. 55+23
SCALE 1"=5'
2' CORNER WIDENING H :2' SHOULDER R ON EX ASPHALT
2' GRAVEL SHOULDER --I 5'--�5' I CONCRETE BARRIER
5 .. .........I......... .. ..... _ ... .. .. .. Co 2'-Y DISTANCE....... ........
EH Gt1ARC\AIL-�
TO BE REMOVED
3
x `i'.
0 42" GUARD BRIDGE RAILING :. _ 2% 2%� -
-
r:. - .----_
.. ... ......... / ET - - - _
.. ... _.
0 i�r: � 25" HMA CONCRETE TRAFFIC BARRIER WITH
EX RIP -RAP
(APPROX 3'-4' \ 2" CSTC GUARD BRIDGE RAILING 42" TOTAL HEIGHT
THICK) i : SAWCUT EX ASPHALT
r GRAVEL BASE.
MIN. 2 CSTC IN AREA
5 .. �.,.. .... .,...... ... OF EX ASPHALT... ......._. ..... ... .....
i
n
DESCRIPTION
TRAIL SECTION STA. 56+72
SCALE 1"=5'
--�
42' GUARD—
: BRIDGE RAILING
ECK
EX W'COD PILINGS-/
UTILITY POLE 10 REMAIN
-_X rOG LINE
- TO BE REMOVED
......I .......:..... ........................ ........... .... .... .......
.
---70' TRAIL � : 17' 11'
F18* BARRIER STRIPE - t' SHOULDER
4": CONCRE _
DECK
= 2' CSTC: - - - --- _ ---
AS
._l Ai VEL BLOCAi::nY SAWCUT EX ASPHALT---!:. _-`__!- EX iB"SSFM -
.......-....................._ ........ ....f. CSTC......
:FOUNDATION SUPPORT - 6' GRAVEL BASE
STEEL SUPPORT PILING
TRAIL SECTION STA. 54+99
SCALE ram'
•X FOG L NE
_,--EX
BE REMOVED
....
:�-10 11' 123'
:1 r-18" BARRIER STRIPE! I - � I--1' SHOULDER
ex DECK, .X -01C
i
0 TO REMAW TO REMAIN .. `_ 1 ... _ .. _ -- �_� ....... .
-
-SAWCUT-EX ASPHALT : SAWCUT:EX ASPHALT
Zf CSTC TO - ( !766_'!�GRAVEL
5' HMA;
EX GRADE, .6:.1- MAX.... >_��� ..: .. _ ...
5 ....... ..n:-PROX"CCCA 'ON : .......... .:. ........ .CSTC..CONCRETEPECKEX i8" SSFM BASE
2' CSTC
6': GRAVEL BASE:
TRAIL, SECTION STA. 55+74
SCALE 1'=5'
EX GUARQriAf --\
TO BE REMOVED `v :I ---1 2' SHOULDER ON EX ASPHALT
.2' GRAVEL SHOULDER --I i 5 ER WIDENING -SG 2' CONCRETE BARRIER
�
f5..................................... ......... .........�.; .........
.. CO 2, .SHY DISTANCE..:._........ ........
42' GUARD BRIDGE -
RAILING IN WALL ' I - --CXTO REMAIN
COGOut
TW=11.5 -� ' _.'_ �.
10 .......... ... .. ........:. ...I.. - ..� .CONCRETE TRA _.'..
FFIC BARRIER WITN
25' HMA GUARD BRIDGE RAILING 42 TOTAL HEIGHT
3 7 2' CSTC SAWCUT EX ASPHALT
EX RIP RAP -- f„ 6" GRAVEL BASE
(APPROX 3' 4" \ ,( . . .FILTER.... FABRIC - OFMINIX�ASP ALCSTC IT AREA
5 THE...
i
i
5' HIGH TYPE 1 WALL
TRAIL SECTION STA. 57+19
SCALE 1'�V
REVISIONS
BY
DATE
„ N.L.TRAIL
�-J NLOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'0.po 679W4
�'QIONA4 �Gt
{
i
SECTIONS STA 54+40 TO STA 57+45
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1^= 5'
DATE: Sep. 12, 2012
RPJ
9/12
DRAWING NUMBER
097337-407235
FAPPROVED
JAT
9/12
NL011
9/12
SHEET C7.7
11
.:....31 I. ..:.
2' SHOULDER
LICE_ : ........
TO REMAIN
i -EX CONGREiF HARRIER TFRMINNAL.
i (TO BE REMOVED)
\\\ CONCRETE:BARRIER TERMINAL
7.RA11
MA W'SDOT PLAN C-8
2SAWCUT EX ASPHALT
6" BASE
CSTC-IN SHOULDER ............. .......................... ^ ----------
TRAIL SECTION STA. 57+59
SCALE 1'=5'
LX 111J, i :
... WIRES A.NCI-iOR �.
MATCH
\\ EX GRADE:
`- RELOCATE GUY & ANCHOR IF REO'D
R...... ..... .....(. ...)...... .......... :.
NOTE: EASEMENT MAY BE REO'D RELOCATED
UTILITY POLE
TRAIL SECTION STA. 58+05
SCALE 1"=5'
UTILITY
.2'.SHOULDER.... :....... .....:............:........
.. .
- „---EX FOG LIN!
TO BE REMOVED
_i-SAWCUT EX: ASPHALT -
—18" BARRIER STRIPE
`2.5" HMA
--2" CSTC
`-6' GRAVEL BASE....:.... .
5" CSTC IN SHOULDER
V SHOULDER
EX ASPHALT TO BE REMOVED � LANE 11 LANE 31
11'
_...................... If :-EX SuiLUING........... ' I 0
5 ..... 5... .. 2' SHOULD ..... .. .... ..
. ER..
z .
of 2' GRAVEL 1 F.X FOG LINE
�I SHOULDER f_-5 i TO BE REMOVED-
1 I L SAWCUT EX ASPHALT LOW POINZ �-
D a ....�... ' `.. -'— — —
_ __ - • +•- 18" BARRIER STRIPE 25' HMA
`'"' I� ON EX PAVEMENT
MATCH EX GRADE : 2.5" HMA f 2":C.S.LC.
PRIOR TO LOW POINT : : SAWCUT EX ASPHALT : MIN. 6� GRAVEL BAS
2" CSTC
g...........:............:............. .......... ..... 6" GRAVEL BASE ..,.......................:............:............:. ........ ........
4.5" CSTC :ON SHOULDER
1,
DESCRIPTION
TRAIL SECTION STA. 58+87
SCALE 1"=5'
.. .2'. SHOULDER ..........................................
—5'5' -EX FOG LINE
TO BE REMOVED
I:
I: : SAWCUT EX: ASPHALT
19' BARRIER STRIPE
�2.5" HMA
2' CSTC
'.GRAVEL BASE....=....
TRAEL SECTION STA. 58+00
mu 1'-,T
....... .. 2' GRAVEL 5'----I--5 -
EX:BUELDING� � SHOULDER , L -
1~y 1' MIN. �X-! ;-
FF
RELOCATE - - -
EX FENCE 25" HM
- A
2° CSTC
.......................... ......... ........6":GRAVEL BASE.:
4.5" CSTC ON SHOULDER -
TRAIL SECTION STA. 58+50
SCALE 1'=5'
EX ASPHALT TO BE
y ... :..
..........\ .. . 2' -SHOU
2'
MIN.
S--I----;
IEX
EDGG- OF
BU 1
1 .... ... _.
..... , 4Zy
L_ 1 L
1' SHOULDER
—11' LANE -;
11' LANE
r-SHOULDER:............�.........................
EX TOG LINE :1
TO BE REMOVED :i o
—SAWCUT:E7( ASPHALT :I
0
8" BARRIER STRIPE
SAWCUT E)(:ASPHALT-!J
.
i
2.5" HMA
_._..._-.._......_=-..........;.
2".CSTC. ...
6" GRAVEL BASE
EX FOG INE
TO BE REMOVED
11' LANE 11' LANE —I' SHOULDER
U
_—SAWQLIT
EX ASPHALT � � LOW POINT
ql1-18" BARRIER STRIPE W5AWCUT EX'ASPHALT�1 o 2.5" HMA
\\ �-2-5" HMA I : 2' QS.T.C.
1jI`2' GSTC MIN. RAVEL BA
1 ... ..... _ ...........5. GRAVEL.BASE...:.... _ ................ _ ....
fi': G SE
TRAIL SECTION STA. 59+54
SCALE 1"=5
REVISIONS
By
DATE
A
L-,J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895O. Bo50 or (360) 876-2254
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
'0.p 919 F4'
$9s STe1R°G`C'
r Au
TRAIL SECTIONS STA 57+87 TO STA 59+54
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots_ 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR: City
Cl of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1'= s'
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407236
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C%.$
I3
I�
........:.....
1' MIN.
RELOCATE
EX FENCE
EX ASPHALT TO BE REMOVED
7X FOC LINE :11' LANE 11' LANE : : ]SHOULDER
TO BE REMOVED 2' SHOULDER
........... ................ ........................................,...........:..... .. .:...........
r SAWCUT EX ASPHALT " of
FE IVC,.-�' I LOW POINT a
18" BARRIER STRIPE i 2.5" HMA
2"2CSTC MA �1 MIN., 6' GRAVEL BASE
SAWCUT EX ASPHALT
—`1
GRAVEL BASE AS REQ'D
...... ........�6" MIN.?.....:...........:............:............:............:...........:...........
CS.TC ON SHOULDER
TRAIL SECTION STA. 59+93
SCALE 1'=5'
1'-4" POURED BARRIER p 5' GRADING& CONSTRUCTION
W GUARD BRIDGE RAILING NSTRUC
/ � � EASEMENT REQ'D
42" TOTAL:HEIGHT
... : 10 TRAIL 11 LA I .. 11LANE.... .. 7 SHOULDER.... .
NE
5 (� .:......... ........ X FOCLIr ... 0 2' SHOULDER .. ....... .IU. .. zo
TO BE .RE 1p0
42" GUARD �.-, SAWCUT EX ASPHALT oo
BRIDGE RAILING 6I1 t MATCH i
- 2.5" HMA
�6' DECK PER STRUCTURAL PLANS EX WALL- ---,� L L ` SAWCUT EX ASPHALT -MIN. 6"S GRAVEL BASE
_ ... X 8' SS . �c .
_ REPLACE EX ASPHALT `-APf ROX LOCAiOV
& C.S.T.C. [X BEAM & DEADMIAN
TRAIL SECTION STA. 60+99
SCALE 1'=5'
C _
EX FOCLNI 5' GRADING & CONSTRUCTION-�
TO BE REMOVED EASEMENT REQ'D
10' TRAIL—.z 11! LANE 11' LANE 1':SHOULDERI
.:. ..
5 ..... o�_ ... ...........:............: .... ..2' SHOULDER .... ...........N --------- z
PROTECT & RETAIN/REPAIR_
-fY
1✓,-I -EX SIRUC1.1 E REPLACE: EX ASPHALT o
X CONC )C �,C EXTEND EX WALL & C S T C. '
18" BARRIER STRIPE SAWCUT EX ASPHALT �HMA
EX PAVEMENT �: A-2' :C,S.T.C.
_ 1 SAWCUT`EX ASPHALT ' MIN. 6': GRAVEL BASE
18"
6 i:. .� tl s�A'P ROXOC TIM
.. _ ......
-- EX CONC. PALL
EX PILINGS & WOODEN SUPPORT TO BE REPLACED
W/ 10"0:STEEL PILE &:STEEL SUPPORT STRUCTURE
SEE STRUCTURAL PLANS SHEET S5.0 "
TRAIL SECTION STA. 62+72
SCALE 1'=5'
2' ASPHALT
aI" -"- SHOULDER'
ISAWCUT EX ASPHAL
IT
_ ---
0
3' GRADING & CONSTRUCTION
_EX ASPHALT TO BE REMOVED EASEMENT MAY BE REQ'D
11' LAN€ 11' LANE 1' SHOULDER
EX FOGUNE
- - - - - - TO -BE iEMOYED - - - ' 2 SHOULDER _ ; .. _ .. _ . I ...........; .. _ . _ .. z ...6... ....... .
r
i ZJ
W I:
SAWCUT EX ASPHALT '
i MATCH I:
3:7
EX SLOPES : .
78' BARRIER STRIPE SAWCUT DL ASPHALT -
,ON IX PAVEMENT i 2.5' HMA
EX REMAIF FC
- � TO REMAIN N
42" GUARD—
: BRIDGE RAILIN(
,,6' DECK PER STRUCTURAL PLAN:
5 ......... .. ......... ..
42" GUARD I
RAILING
D.... .......... ....
PROPOSED 10"B STEEL PII
- - SEE STRUCTURAL -PLANS '.
2 HMA I 2' C.S.T.C..
2' GSTC MIN. 6' GRAVEL BASE
..........6'. GRAVEL —BASE... ....:............:........... ;...........
TRAIL SECTION STA. 60+65
SCALE 1'=5
1'-4" POURED BARRIER 5' GRADING & CONSTRUCTIONS
1V/ GUARD BRIDGE RAIUNG EASEMENT
42' TOTAL.HEIGHT
11' LANE 11' LANE 1' SHOULDER
�10'T:AIL w _..........L ........:......
--'_..........._.7SHOULDER
EX`_04_11aE .. to ......... ....
T0: BE REMOVED : o
- o 0
CUT EX BARRIE MATCH 6:1
SAWCUT EX - Ex SLOPE -----
2%
SAWCUT IX ASPHALTS ; 2.5" HMA
Li
IN 6.S.T.C:
X
. R i - ...... ...AS. ..
.� M GRAVEL B
nPPRC -0 A3GN x, X "'8"3 SSF1X - t ,"Al
.c'rt-
........ ....... -n F. SS
;..i..... .. _ ...
TRAIL SECTION STA. 62+17
SCALE 1'=5'
�--EX =OGJNE TO BE REMOVED
1'-4" POURED rI BARRIER 77' LANE ii' LANE
10' TRAIL
---...- ..... .... ........ I..... ..... .. ..
GUARD HANDRAIL J 2 SHOULDER
42' TOTAL HEIGHT
SAWCUT
4" CONCRETE SLAB �EX ASPHALT I
=X GU <00, RAID
TO BE REMOVED F 3
S6.o
- TO BE TRIMMEC
TRAIL SECTION STA. 63+19
SCALE 1'=5'
X 2 S�v
2.5 HMA
GRAVEL BASE
FOUNDATION FIX2 BEAM: - -
REVISIONS
BY
DATE
� N.L.Cl
L�J 1� LOlson & Associates, l
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Poet Omhurd,'WA 98366
ao 791g 9 w4
•A CIciI `
8y ONAL 8�65 8
it)1 9!
'"�
TRAIL SECTIONS STA 59+93 TO STA 63+19
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Y
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
ty of Port Orchard
_ 216 Prospect street
Port Orchard, WA 98366
SCALE: I"=5'
DATE: Se 12, 2012
r•
DESCRIPTION
DESIGNED
RPJ
9/72
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407237
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
SHEET C7.9
_—EX UTILITY ?OLE
I' TO BE REMOVED Et rDG TINE
ED
TO BE REMOVED:
I
(f II 1 :BARRIER 11' LANE 11' LANE
1V 10 TRAIL � LL
z
15 .... .... ....... ... ... .. N... .... .... .
42" GUARD BRIDGE RAILING...
' F 2' SHOULDER : o
GUARD: HANDRAIL r
r 4j2":TOTAL HEIGHT 1: 9 a: No
EX GUARDRAIL— I✓'SAWCUT
TO BE REMOVED' D a
RELOCATE UTILITY POLE & GUYS III 4" CONCRETE SL�j i. _
( ASPHALT___
il
i-AFP40X LOCgTICN
CONCRETE/ EL BEAM & SLJP1PORTS 1 It o
PER STRU RAIL PLA` EX 7., SSA
5 ........ ..... .. .. I .. .. .._ ........ ... ... ..
F' SSFM .
� 2.5" HMA
2" C.S.TC.
I PROPOSED MIN. 6" GRAVEL BASE
-EX GUY L>j : 10"0 STEEL :PILING FOUNDATION FOR BEAM
- - : WRES ANCHOR -
TRAIL SECTION STA. 63+44
SCALE 1'=5'
5........... :......... ...:........ ................:. ........
e CONCRETE DECK—
42' GUARD----
p BRIDGE'AAILING
aX F'C0D PILING & -WALt—
TO BE CUT AT TRAIL LEVEL
PRGPOSED.10"0'
g ........... .... . .....:...........: STEEL PILING....... .
EX:W000 PILING A WALL -
2' CONCRETE BARRIER
FX iTOG LINE 12' LANE��' 11' LANE
TO BE REMOVED
W
10 TRAIL � o
GUARD RAILING ON o 2' SHY DISTANCE I -
BARRIER 42" TOTAL - w
HEIGHTr w MATCH EX SLOPE (-8.5%) '
-2% max_—--
77
SAWCUT
EX ASPHALT -
°PP4OX. iOCAaON
... i.....:.. _ _ . _ ..: f. �EX 18" aSF4
='- it MIN. fi" GRAVEL BASE
1:C
FOUNDATION FOR BEAM:
PER STRUCTURAL PLANS
TRAIL SECTION STA. 64+39
SCALE 1`=5'
EX ASPHALT TO BE REMOVED '
----`ti 11' LANE _i 11' LANE
EX FGGLkNP. r'o
2' SHOULDER : TO BE REMOVED 2SHOULDER
a5 ....5'.5.... .:ia .........
18" BARRIER:STRIPE
EX
BUILDING% ,2x n-
..-..-
. .
fi. -. -.
p -.r - ... _ Ex FOG LINE..
'- � � - -' ' i SAWCDT EX ASPHALT
LOW POINT 2.5" HMA MATCH: EX GRADE
EL=9.95 2" C.S.T.C:
SAWCUT EX ASPHALT: GRAVEL BASE: AS FILL WHERE REQ'D
MATCH :EX GRADE
g ........ ............... _ ....(61'-MIN) COMPACT TO 95% MDD........................_........:............. ...... _....
TRAIL SECTION STA. 65+7 2
SCALE 1`=5'
EX OG t N
TO BE REMOVED
10' TRAIL 2' CONCRETE BARRIER I
EX GUARD IE 12 tANE—^I
i0 BE REMOVOVED.. `
42" GUARD =1 2' SHY DISTANCE r
0
BRIDGE'RAIUNG
-
4" CONCRETE DECK
EX WOOD PILING & WALL :--1 r -SAWCUT
TO BE CUT BELOW TRAIL 11. EX ASPHALT,,-APPROX. LOCATION
.
LEVEL � EX 18" SSF+-
MHHW 5.75 25` HMA
5 _ ..� ....... 2,C.S.T.C. ......................
MIN. 6' GRAVEL BASE
FOUNDATION FOR BEAM
t PER STRUCTURAL PLANS
SEE SHEET S6.0
TRAIL SECTION STA.63+99
SCALE 1'=5'
EX ASPHALT TO BE -REMOVED : 2' : +
EX FCGLNE 1 LANE 11' LANE
........ - .._2'.SHOULDER ... .. TO- BE -REMOVED - - - . 2` 5fi0�pIX..........; ...... I.......
. ...................w
n' J
.5---4---5' oI
EX BUILDING : 4 18" BARRIER STRIPE
- --- --
-_ - _ - - -- - - SAWCUT IX ASPHALT
2.5' HMA MATCH EX GRADE
2' C.S.T.C. -_
. SAWCUT. t7(--/
ASPHALT ....:........... - --.. _ --:. ....... ........ ........
MATCH EX GRADE GRAVEL BASE AS FILL WHERE REQ'D
(6" MIN):COMPACT TO 95% MOD
1,
TRAIL SECTION STA. 64+83
SCALE 1'=5
IX ASPHALT TO BE REMOVED - z
EX FCGLINE .11' LANE11' LANE
2' 3RAVEL - TO BE REMOVED r'o
S- SHOULDER
H ULDER 2'
, r o
5 .:.. .........:.5_...�....;5•..... ... ......18.'. BA{2RIER STRIPE ....... _......
... o.
0
<
s-12x t-----I'-- -----=- a
- --- - --- -------
- -- - - _ t _ , . SAWCUT_ EX ASPHALT EX fOG LINE
0 .... ...... ....... .. . Z5' HMA ... .... - FAATCFi E7( GRADE .
2' C.SLC. r-
GRAVEL BASE AS FILL WHERE REQ'D
(6- MN.). COMPACT TO 95% MOD
5"CS.T.NSHOULDER:
................ ......... ......................a ...... .
SAWCUT EX ASPHALT
- MATCH EX GRADE
TRAIL SECTION STA. 66+10
SCALE
REVISIONS
I BY
DATE
„ N.L.T
iiJ NLOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 631, Port Orchud, WA 98366
`
'0 919 y y4'
� T��
�'v370 AL F�r'1
TRAIL SECTIONS STA 63+44 TO STA 66+35
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov t. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 5'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep, 12, 2012
DRAWN
JAT
9f12
DRAWING NUMBER
097337-407238
CHECKED
NLOII
9/12
APPROVED
I
ACCEPTED
L:L-_
SHEET C7.10
EX FOG LINE: TO BE REMOVED
p ...... ..... ; ...........:........EX ASPHALT.TO-BE REMOVED....;...........;.. ......-"�17' LANE .!. 11 LANE ..� .
rSH,OULDER : 2' SHOULDER
�N
11' 5'��:5'
BARRIER STRIPE o
- - "- SAWCUT EX ASPHALT EX FOG LINE
:z.. ....2:5" HMA -
p-..........f ..........._ .........:............ ............i...... _MATCH .EX GRAQE ....------------------ ..
i. 2" C.S.T.C.
GRAVEL BASE AS FILL WHERE REQ'D
(6" MIN):COMPACT TO 95% MDD
SAWCUT EX ASPHALT
MATCHEX GRADE:.......................:...........:............:............:...........'..........-`- -
TRAIL. SECTION STA. 66+40
SCALE 1"=5'
/-4X FOG LINE
: EX ASPHALT TO BE REMOVED
BE REMOV
ED
VED
!p...__.......... ......:._.........;...... ..... 2.GRAVEL........ ... .. �.z... 11 LANE
........ ------
11' LANE NE
SHOULDER SHOULDER NI
7.5'. 5'---�--5
18" BARRIER STRIPE : o
5.......................�............� ...... ! ........ t _ - ----_ -----
t, .,,.. �. EX FQG LINE
EX GRAVEL i SAWCUT EX ASPHALT -
2.5" HMA MATCH EX GRADE EX E.P. TO REMAIN)
2" C.S.T.C.
p.................................. :......... .:. ...... .. . ...... ........ ....... ........ .-- '-----
MIN. 6" GRAVEL BASE AS REQ'D
MATCH EX GRADE 4.5" C.S.T.C. ON SHOULDER
FILL COMPACT TO 95% MDD
EX ASPHALT TO BE REMOVE[
iw
wx
w
N3
TRAIL SECTION STA. 67+23
SCALE 1'=5'
EX F0G ' NE
` TO BE REMOVED:
2' SHOULDER
-18" BARRIER STRIPE
SAWCUT EX ASPHALT
�-2.5" HMA MATCH EX GRADE
' 2" C.S.T.C. ,
......
.:....GRAVEL BASE AS EILL WHERE REQ'D'. ......... ............
(6" MIN) COMPACT TO 95% MDD
TRAIL SECTION STA. 68+49
SCALE 1"=5'
51 .I..... ........
r-EX FOG LINE
TO BE REMOVED
/ w _
EX ASPHALT -TO BE REMOVED -/
11' LANE I 11' LANE .... ....... . .......:...........: .....I... .... r�
2" GRAVEL_ � � � - -:
SHOULDER 2' SHOULDER
62' 5'--�� --5' ... o� o
18' BARRIER STRIPE o
5 .......... ........ ..... ...... - Lam---------- ----
2% - ---___— --
EX .t J ,c, - .' - _ ^"` t : EX FOG LINE
GRAVEL- t SAWCUT EX ASPHALT
25" HMA �. MATCH EX GRADE : EX E.P. TO:REMAINE
-
_--_ -
MIN. 6"-GRAVEL BASE:AS REQ'D
4.5" C.S.T.C. ON SHOULDER
EMOVE EX GRAVEL ILLCOMPACT - TO 95% MDD
5- -MATCH'EX'GRADE.... ...................
(NEW EDGE OF GRAVEL}
?,_--EX BUILDING
5 ... _/ EX SIDEWALK
TRAIL SECTION STA. 66+91
Scan 1"=5'
/-EX FOC LIN-
.ASPHALT TO BE REMOVED :TO BE REMOVED
- - ... 2' SHOULDER l2' SHOULDER
I:
..; ... ........................
18' BARRIER STRIPE
tom. I. -----------
SAWCUT EX ASPHALT
.. .... ...............GRAVEL BASE. AS. FILL-WHEREAEQb..... ... . .... ....
(6" MIN) COMPACT TO: 95% MDD
SAWCUT EX ASPHALT
MATCH EX GRADE
-EX ASPHALT TO: BE REMOVED
2' SHOULDER 2' SHOULDER
.... 5• ........
-E%FOG LINE
TO BE REMOVED
i
t
SAWCUT EX ASPHALT
- . -...
p....
SAWCUT EX ASPHALT :
2.5" HMA a'
2" C.S.T.C.
_ _ -. ... .. .. ._....
GRAVEL BASE AS FILL WHERE REQ'D
MATCH EX GRADE
(6" MIN) COMPACT TO 95% MDD
TRAn, SECTION STA. 68+77
SCALE 1"=5'
TRAIL SECTION STA. 68+28
SCALE 1"-V
EX ASPHALT TO BE REMOVED
� x FAG L M
2' SHOULDER E : TO BE REMOVED
..................... ,.5'-5'..... .-.. ........ ........ _:...
EX FOG U N E
_
----�f8 -BARRIER STRIPE
. ... .. ...: .� ... ON EX PAVEMENT
i
5" 2.HMA
t SAWCUT EX ASPHALT
! - : 2" U.T.C. - MATCH EX :GRADE
SAWCUT EX ASPHALT -
M"AICH EX GRADE'- GRAVEL; BASE AS HLL WHERE REQ`D `- - .......
(6" MIN) COMPACT TO: 957 MDD
TRAIL SECTION STA, 69+03
SCALE 1'=5'
REVISIONS
BY
DATE
q N.L.I
L-J NLOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895O. B or (360) Port Orc 64
2453 Bethel Ave—, P.O. Box 637, Port Orchard, WA 98366
i
'° ,7 g �¢
��s� ���
'0 aL E
-I
TRAIL SECTIONS STA 66+65 TO STA 69+27
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., city ofPort Orchard, 1Citsap C011nl}', Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"= 5'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWINGNUMBER
097337-407239
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
SHEET (,'7.11
ROAD & STORM DRAINAGE CONSTRUCTION
INSPECTION REQUIREMENTS AND SCHEDULES
1. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER TO ARRANGE
INSPECTION SCHEDULES FOR THOSE PHASES OF WORK CHECKED BELOW.
INSPECTION SCHEDULES SHALL BE ARRANGED PRIOR TO PROCEEDING TO
THE NEXT PHASE OF WORK. INSPECTIONS IN ADDITION TO THOSE
INDICATED MAY BE REQUIRED BY THE CITY. THE CONTRACTOR SHALL
VERIFY THE INSPECTIONS REQUIRED WITH THE CITY AND SHALL
ARRANGE INSPECTIONS SCHEDULES BY CONTACTING THE CITY
ENGINEER'S OFFICE.
A. IMPLEMENTATION OF VARIOUS PHASES OF TEMPORARY
EROSION AND SEDIMENTATION CONTROL PLANS.
_ B. PLACEMENT OF THE MAJOR DRAINAGE STRUCTURES
PRIOR TO BACKFIWNG.
C. COMPLETION OF SUBGRADE PREPARATION.
D. COMPLETION OF PLACEMENT OF GRAVEL BASE.
E. COMPLETION OF PLACEMENT OF CRUSHED SURFACING.
F. COMPLETION OF FINE GRADING PRIOR TO PAVING.
G. COMPLETION OF PAVEMENT INSTALLATIONS..
2. IF ADEQUATE INSPECTION IS NOT CALLED FOR BEFORE COMPLETION OF
THE PAVEMENT CONSTRUCTION, IT MAY BE NECESSARY FOR CORE
DRILLING AND TESTING TO BE PERFORMED TO ASSURE AN ACCEPTABLE
QUALITY OF ROADWAY. WHEN CORE DRIWNG IS FOUND TO BE
NECESSARY, THE CONTRACTOR MOLL BE BILLED AND HELD RESPONSIBLE
FOR ALL COSTS INCURRED,
GRADING NOTES
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR
DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES
IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS.
2. MAXIMUM SLOPE STEEPNESS SHALL BE 2:1 HORIZONTAL: VERTICAL
FOR CUT AND FILL SLOPES.
3. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN
SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION
2-03.3(14)B OF THE WSDOT STANDARD SPECIFICATIONS. EMBANKMENT
COMPACTIONS SHALL CONFORM TO SECTION 2-03.3(14)C, METHOD
B OF SAID STANDARD SPECIFICATION.
4. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE
COMPACTED TO 95% MAXIMUM DENSITY PER SECTION 2-03.3(14)C,
METHOD C OF WSDOT STANDARD SPECIFICATIONS.
5. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY
REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL AND OTHER
UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE
A BOND WITH THE NEW FILL, AND WHERE THE SLOPES ARE
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT
IS GREATER THAN 5 FT., BY BENCHING INTO SOUND COMPETENT
MATERIAL AS DETERMINED BY A GEOTECHNICAL ENGINEER.
STORM AND GRADING MATERIAL SPECIFICATIONS
1. STORM SEWER PIPE -CORRUGATED METAL PIPE n=0.012
(CMP) PER W.S.D.O.T. 9-05.9
"CONCRETE PIPE PER W.S.D.O.T. 9-05.7(1) &
9-05.7(2) n=0.012
"CORRUGATED HIGH DENSITY POLYETHYLENE
PIPE. WSDOT 9-05.20
2. PIPE BEDDING
W.S.D.O.T. 9-03.12(3) GRAVEL BACKFILL FOR
PIPE BEDDING.
3. INITIAL BACKFIW
NATIVE MATERIAL OBTAINED FROM EXCAVATION PER
W.S.D.O.T. 7-08.3(3)
4. REMAINING BACKFILL:
NATIVE MATERIAL OBTAINED FROM EXCAVATION PER
W.S.D.O.T. 2-09.3(1)E.
5. RIP -RAP:
W.S.D.O.T. 9-13.1, LOOSE RIPRAP IN SIZES
RANGING FROM 3" TO 1/3 CUBIC FOOT.
6. PAVEMENT SECTION:
HOT MIX ASPHALT, W.S.D.O.T. 5-04
TOP COURSE, W.S.D.O.T. 9-03.9(3)
BASE COURSE, W.S.D.O.T. 9-03.10
3' - a' _.
MIRE ROPE LOOP (TYP.) ®/ 5 ®/ 5 MIRE ROPE LOOP UENGIH
SEE NOTE 1
1. MflE ROPE LOOPS SHALL BE 3' - B• LONG EXCEPT FOR THE TOP LOOP OF THE BARRIER TERI,WMAL, YARCII
SHALL BE 2' - 0• LUNG 1
5/W N1RE ROPE
2. EXCEPT FOR THE LOCATIONS OF THE WIRE ROPE LOOPS, THE DIMENSIONS SHOWN IN END VIEW "A"
ARE TYPICAL FOR BOTH ENDS OF A BARRIER SECTION OR OPPOSING ENDS OF BARRIER TERMINALS
3. CONNECTING AND DRIFT PIN HEAD DESIGNS VARY AMONG DIFFERENT MANUFACTURERS PIN DESIGNS YWE SE�G „ SNA 0E �,T,,RA,S
THAT ARE SHAPED DIFFERENTLY THAN THOSE SHOWN IN THE DETAIL ARE ACCEPTABLE, IF THE BEARING 15/4' ID. LOOP Q 15 sA¢ 11FE WIN 1xE ENDS YMSTED
SURFACE IS MTHIN THE MINIMUM AND MAXIMUM WIDTHS SPECIFIED. 10GEINFR M El WENT FAS17DUK
4. THE VERTICAL SPACING OF THE WIRE ROPE LOOPS IN A BARRIER TERMINAL IS DETERMINED BY THE
END OF THE BARRIER SEGMENT TO WHICH IT IS BFJNG CONNECTED. SEE BARRIER CONNECTION
DETAIL (SHEET 2).
/2' (
PIN
SEE NOTE 2
O
Y /-MIRE ROPE LOOP (T .) /-® / 5
-n M _F20Y5
1 e DRAFT
112'
CONNECTING PIN
� MIRE ROPE L
e 2' R D-FOBEp EL OR i Jfb• LD.
3/�4 YRX (TRJ
PIN
1�'
Pm
3/4• CN M) e' 9•
BARRIER BARRIER
SECTION TERMINAL
O/5 0/5
BARRBARRIER
T" SECT ON TERMINAL
5
®/®/5
10' R. 3• 3• (T1PJ (TIP.)
2' -
1/B• DRAFT
PIN -
B• B• BARRIER CONNECTION DETAIL
2 - 0•
O
CONCRETE BARRIER TYPE 2
WSDOT STD PLAN C-8
CONSTRUCTION NOTES
1. ALL WORK SHALL BE IN CONFORMANCE WITH THE LATEST REVISION OF THE
"2012" STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION"
AS JOINTLY ADOPTED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND
THE AMERICAN PUBLIC WORKS ASSOCIATION (WASHINGTON STATE CHAPTER).
2. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PRIOR TO ANY
IMPLEMENTATION IN THE FIELD.
3. THE LOCATION OF EXISTING UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE
ONLY. THE CONTRACTOR SHALL CONTACT THE "UNDERGROUND LOCATE" CENTER
AND NON -SUBSCRIBING INDIVIDUAL UTILITY COMPANIES 48 HOURS IN ADVANCE
OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY (PHONE
#'1-800-424-5555). THE CONTRACTOR SHALL PROVIDED PROTECTION OF
EXISTING UTILITIES FROM DAMAGE CAUSED BY CONTRACTOR OPERATIONS.
4. DRAINAGE SYSTEM SHALL BE INSTALLED AND FUNCTIONING PRIOR
TO INSTALLATION OF PAVING.
5. CONTRACTOR SHALL HAVE AVAILABLE, AT THE SITE AT ALL TIMES DURING
CONSTRUCTION, A SET OF APPROVED FINAL CONSTRUCTION PLANS.
6. BEFORE WORKING IN STATE RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN ALL
NECESSARY PERMITS REQUIRED BY THE STATE OF WASHINGTON.
7. ALL SLOPES SHALL BE 4:1. (UNLESS OTHERWISE NOTED)
8. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL REQUIRED AS A
RESULT OF HIS/HER OPERATIONS.
9. CONTRACTOR SHALL USE A PROFESSIONAL LAND SURVEYOR FOR ALL
CONSTRUCTION STAKING.
10. UNLESS OTHERWISE INDICATED ON PLANS, ALL STORM SEWER PIPE
HAS BEEN SIZED TO MEET MANNING'S ROUGHNESS COEFFICIENT, N =
0.012. THE CONTRACTOR SHALL HAVE THE OPTION TO:
A. INSTALL STORM SEWER PIPE AS INDICATED ON PLANS
USING PIPE WHICH MEETS, n=0.012
B. OR PROVIDE "ENGINEER" W/ REVISED PLANS W/ DIAMETERS
AND OR SLOPE ADJUSTMENTS AS REQUIRED.
11. ALL SURFACE & PAVING DEPTHS ARE COMPACTED DEPTHS. COURSES SHALL NOT
EXCEED DEPTHS DEFINED IN W.S.D.O.T. 5-04.3(9)
SEE NOTE 3w
9' - 4 5 4• FDR f0' - O` LONG BARRIER SEeM
11 - 1037
4• FOR 1r - W LOIrO BARmE11 SEer
x� 5
C - 4 5 4• FOR 1W - O• LONG -RtER SECB
it' - 10 3 4• FOR 1r - 5• IrINC BAPoNER
TF ®5�
f
•
a� i i•
1
®/s
r -r
®I5
Pm
1. 0 6' - O.
7 WIRE ROPE LOOPS - SEE NOTE 1
3/4' CHAMFER
I �
l
-
oR RouxD
s I _• I 2 ®i 51 1/2• DIM. 1==
PIN ��-={
SEE NOTE 4 •Ytl I
BARRIER TERMINAL
SURFACE TO BE GRADED
NOTES:
OOTH AROUND HYDRANT
1. TOP OF GUARD POST TO BE LEVEL
N-i
WITH TOP OF HYDRANT
1' \
\
2. GUARD POST INSTALLED ONLY
WHEN DIRECTED.
OR IN DETAIL
3. FLANGED PIPE JOINT A
MAY BE USED BETWEEN GATE VALVE &
HYDRANT W/FLANGED FITTINGS AND ELIMINATE
TIE RODS.
4. STEEL TIE RODS TO BE GALVINIZED.
5. 5" STORZ PUMP CONNECTION REQUIRED.
VALVE BOX
��MAIN
\ CONCRETE WARD POST
\ / (TYP)
MECHANICAL
\
- PLAN
JOINT GASKET
COLD ROLLED
GROOVED PIPE SNAP RING
MIN.
w UNLESS OTHERWISE•'---
MACHINED MECH. JOINT
J DIRECTED
FOLLOWER
oc
DETAIL A
a
CAST IRON VALVE
BOX & LID
��\\\ SLOPE
�/� • I I I__ i, - .III'"-III-III=III-1 i l�
_I I IM I I=i-
SPOOL TO SUIT TRENCH 6" GATE VALVE
DEPTH
151 ASPHALTIC FELT VARIABLE
CONCRETE
GALV.
OR POLYETHYLENE F-sl
2-3/4" BLOCKING
TIE RODS m
MIN, 6 CU. FT. GRAVEL---"'-' _ ROD LUQ
POCKESOLID CONCRETE BEARING - SECTION
BLOCK MINIMUM SIZE
4" x 6" x 16"
HYDRANT ASSEMBLY
REVISIONS
BY
DATE
A N.L.DATE:
Mi-J LOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Pon Orchard, WA 98366
'° 1B� W4
T� 0��
9sro c B�
MISC NOTES AND DETAILS I
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Godt. Lots 3 and 4, Section 26,
Township24 North, Range 1 East, W.M., Cl of Port Orchard, KTtsa County, Washington.
g d' p �'SHEET
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: AS SHOWN
Sep. 12, 2012
DESCRIPTION
RPJ
9/12
DRAWING NUMBER
097337-407240
FACCEPTED
JAT
9/12
NL011
9 12
/
CS.O
9nw LK RAID' ♦' - 0' MIN.
z �6" CURB W/ RAIL acoWENT
Nso�x
I� -.1 1. AN ACCESS PARKING SPACE SYMBOL IS REQUIRED FOR EACH ACCESSIBLE PARKING STALL A BLUE
CURB RAMP, LANDING, PASS- �Y ETECTABLE WARNING I 5 1 BACKGROUND AND WHITE BORDER ARE REQUIRED WHEN THE SYMBOL IS INSTALLED ON A CEMENT CON-
E I C I THROUGH OR WALKWAY aSURFACE SEE NOTE 3 of i
CRE���w 12:1 � 12:1p, ALL ACCEyygLE STALLS SHALL HAYS WNEEL STOPS. PLACE N}iEEL STOPS IN OTHER STALLS WHEN SPEq-
,� PutINTHECONTRACT. N1iEEL STOPS SHALL BE APPRO%IMATELY 8" HIGH AND A MINIMUM OF 6' LONG.
MAX. Sul 2' - 0' MIN.A 1.60" 2.40" PLACE AT BACK f5 ALL APPLICATIONS I REFER TO THE STANDARD PLANS FOR SIDEWALK RAMP, DETECTABLE WARNING PATTERN, AND CURB DETAILSD _OF CURB UNETRUNCATED
B 0.65" a' PP LKSACE OF G Pa
SEE NOTE 2C 0.45" 0.90" DOMES AT BOTTOM B' MIND 0.9" 1.40" PARKING NT uxE (TiP.)
O E 0.2" 0'2" . l Reserved Parking Signandpost
with T-ea laqueif indicated
��+7��� +�+1'1114�1
,(See Sign Fabrication Manual)
STANDARD SPECIFICATIONS FOR CURB AND GUTTER MATCH TO WID1H OF CURR RAMP, � i' ATl Y L' 1�L'ILACEML'1Y 1 1�t11.Ylr g - p {"' - -re' - o" t. N. , Access Parking Space Symbol
It r Manufactured wheel eta
V••v,•SEE NOTE 3 .,.."•V -OR OF SURFACE OR DWALKWAY P
TRUNCATED DOME DETAILS
MARINA PARK AREA Detectable Warning Pattern
CURB RAMP I I LANDING
WAKLWAY
WIDTH OF
WALKWAY
-��-" CU\5SBA& DETECTABLE WARNING
SDRFACE ry SEE NOTE 3
SINGLE DIRECTION CURB RAMP
CURB RAMP, LANDING -r r CURB RAMP
BACK OF CURB _/ I I `- v
SEE NOTES 2 & 5
PARALLEL CURB RAMP
X* R.1 I 'i / 1" R.
FACE OF CURB
TOP OF
�p a ROADWAY
n .
L
av°' --
CONCRETE CURB
WSDOT STD PLAN F-10-12.00
DESCRIPTION
WARNING SURFACE
3
REVISIONS
DETECTABLE WARNING SURFACE DETAIL
NOTES
1. The Detectable Warning Surface shall extend the full width of
the curb ramp (exclusive of flares) or the landing.
2. The edge of the Detectable Warning Surface shall be placed
along the back of the curb line.
3. The rows of truncated domes in a Detectable Warning Surface
shall be parallel with the direction of wheel chair travel.
4. See Standard Plans for sidewalk and curb ramp details.
5. If a curb is not present, place the Detectable Warning Surface at
the edge of fiv pavement.
6. If a curb ramp is required, the location of the Detectable Warning
Surface must be at the bottom of the ramp and within the required
distance from rail.
PAINTED LINE
SHARED USE PATH MARKINGS
WSDOT STD PLAN M-9.60-00
PARKING SPACE LAYOUTS
C$, WSDOT STD PLAN M-17.10-02
NOTES
1. PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM
EXTRUDED CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE
THE RADIUS OF CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE
HEATED TO NOT MORE THAN 4007 FOR A PERIOD NOT TO EXCEED 30
MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE.
2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING
COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN
ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE
SHOP DRAWINGS FOR ALL COMPONENTS.
3• CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE
TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED.
4. WELDING OF ALUMINUM SHALL CONFORM TO STD. SPEC. SECTION
5. 9-28.14(3).
ALL ALUMINUM PARTS SHALL BE GIVEN A -[CLEAR OR BRONZE] ANODIC
COATING OF AT LEAST 0.0006" THICK AND SEALED TO MEET THE
6 REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH.
PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE
ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING
AND TRANSPORTATION TO THE JOB SITE.
EXPANSION JOINT/BARRIER JOINT G� EXPANSION JOINT/BARRIER JOINT
BARRIER TERMINAL END RAIL SECTION- TYPICAL INTERIOR SECTION END RAIL SECTION BARRIER TERMINAL
42" TOTAL HEIGHT ABOVER TRAIL RAIL SPLICE a RAIL SPLICE a
I
BALUSTER SPA.
R=7Y2 8" MAX. (DIVIDED EQUALLY)
TOP OF ROADWAY
CONCRETE BARRIER TYPE 2 WITH GUARD HANDRAIL
BY DATE A N.L.MISC NOTES AND DETAILS 2 FOR: SCALE: AS SHOWN
DESIGNED RPJ 9/12 LlJ NLOlson &:Associates, Inc. Cl of Port Orchard DATE: Sep. 12, 2012
DRAWN JAT 9/12 .� 4 City of Port Orchard Pedestrian Enhancement Project
/ Engineering, Planning and Surveying �o 8 8�w Mosquito Fleet Trail 216 DRAWING NUMBER
CHECKED NL011 9/12 (360) 895-2350 or (3E0) 8762284 setoxAT. Way Q Prospect Street
APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 097337-407241
ACCEPTED Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
SHEET CH.1
RAILING & BALUSTER
2Yz"O STD. PIPE RAILING
2"0 STD. RAILING SPLICE
EXTRUSION. DRILL"0
HOLE FOR "O DRIVE PIN
AT LOCATION SHOWN.
MIN.
MAX.
V 0 B ' 31C, MAX.
DRIVE PINS
1"0 STD. PIPE BALUSTER
A-'� RAIL SPLICE DETAIL
C\ 8,2/ OPTION #1
�� B LOCATE ON OPPOSITE SIDE OF TRAFFIC.
DRIVE PINS SHALL BE DRIVEN FLUSH
WITH THE OUTSIDE FACE OF THE
RAILING.
Y32" RADIUS AT
TOP & SIDES--\
Ys" ALUM. R FULL WIDTH
OF EXTRUDED CHANNEL-
�L-
ANCHOR BOLTS OR
RESIN BONDED ANCHORS
PLATE /' THIS COVER PLATE SECTION SHALL
EXCEPT AT �t/a" BE SNAPPED INTO POSITION AFTER
DRAIN HOLE I 2"0 STD. PIPE HAS BEEN WELDED
TO BOTTOM EXTRUDED CHANNEL.
i CHANNEL
--TOP OF CONC.
TRAFFIC BARRIER
POLYURETHANE OR SILICONE
SEALANT (COLOR TO MATCH
ALUMINUM RAILING)
C DETAIL_
C8.2 DRAIN HOLES
NOT SHOWN
I,YX1111
Y6" ALUM. R WELDED
TO END OF CHANNEL
(WELD BEFORE ANODIZING)
2"
j/
LOCATEAIN AT 00BOTTOM END DETAIL
EXTRUDED CHANNEL
PROVIDE EXPANSION RAIL SPLICE AT TRAFFIC
BARRIER EXPANSION JOINTS OR BETWEEN BARRIER
SECTIONS. RAIL SPLICE JOINTS ARE NOT REQUIRED
AT TRAFFIC BARRIER DUMMY JOINTS.
LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS
SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE
OF THE RAILING.
NOTE:
"E" DIMENSION SHALL BE EQUAL TO OPENING OF
TRAFFIC BARRIER EXPANSION JOINTS.
BALUSTER
2"
2"0 STD.
PIPE
—2�6" 0 STD. i
PIPE RAILING f
i
COVER PLATE SHALL BE SNAPPED
INTO POSITION AFTER BOTTOM
EXTRUDED CHANNEL HAS BEEN
BOLTED INTO PLACE.
6" 6" + "E" SEE NOTE)
FOR EXP. RAIL SPL. W + "E
FOR TYP. RAIL SPL.
A TYP. EACH END
C8.2 BALUSTER FOR ALL
RPIL SECTIONS.
I
1'fz" Y2"
IIL.c�I
L
�fz" MIN.
EXPAND BALUSTER
FOR TIGHT FIT (TYP)
DRIVE PING
RESIN BONDED
ANCHORS OR ANCHOR BOLTS
(BURR THREAD
AFTER INSTALLING)
I TOP OF
TRAFFIC
BARRIERCHANNEL
B
I
i
1%"0 HOLE THROUGH
COVER &EXTRUDED
�(TYP. EACH
E TYP. t1W TYP. EX
(SEE NOTE) " AT EXP. JT.
D RAIL SPLICE
C8.
If BASE & BALUSTER
3%"
RILL 1%"0 HOLE THROUGH
COVER PLATE & EXTRUDED
rL RESIN BONDED ANCHORS I I I CHANNEL AT EA. BALUSTER.
3fsz' I i COVER PLATE
(TYP) ! I I " (TYP-)CHHANONELEXTRUDED
FILL WITH 1" O.D. WASHERS AS TRIM TIPS
NECESSARY TO ADJUST TOP OF TRIM
AT WASHERS
RAIL TO A SMOOTH PROFILES
TYP.)
TOP OF TRAFFIC BARRIER-
6" EMBEDMENT
FOR ANCHOR BOLTS t1h-0 HOLE AT INTERIOR SECTIONS OR '1h" x
(FOR RESIN BONDED SLOTTED HOLE (FOR LONGITUDINAL
ANCHORS USE MFG'S m ADJUSTMENT) AT END SECTIONS AND AT
RECOMMENDATION. SECTIONS IMMEDIATELY ADJACENT TO
EXPANSION JOINTS.
%"0 RESIN BONDED ANCHOR (5" MIN.
- i---f-r-- ----- r-}---hT-� EMBEDMENT) WITH STD. NUT & 3ili" STD.
POLYURETHANE OR SILICONE SEALANT. WASHER OR V 0 x 7%" ANCHOR BOLTS.
COLOR TO MATCH ALUMINUM RAILIN
Ya"0 x 7}¢" ANCHOR BOLTS WITH STD.
TACK WELD 3 NUT & 1" O.D. WASHER, THREADED 10
SIDES EACH HEAD N.C- 1W LONG. (ALTERNATE TO X"0
STEEL STRIP 2 x Ya x 0'-3 RESIN BONDED ANCHORS)
rff-� ANCHOR BOLT DETAIL
C - ANCHOR BOLTS SHALL BE
POSITIONED IN A JIG DURING WELDING.
REVISIONS
BY
DATE
q N.L.MISC
L�J LOlson & Associates, Inc.
Engineer. g, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard WA 98366
'O9a gBals �a 4�
s�rOx Z�r`1
A
NOTES AND DETAILS 3
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: N.T.S.
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407242
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET C8.2
METAL TOP
4Ya" -
DESCRIPTION
-- 6'± 6'± 6'± 0 6't
+
+
6'± ----�
42" GUARD BRIDGE RAILING CORNER SECTION
SCALE 1`=1'
REVISIONS
I BY
I DATE
A, T
L-J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
e
ssroN spG1
@
@
MISC NOTES AND DETAII.S 4
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Govt. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: AS SHOWN
DESIGNED
RPJ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407243
CHECKED
NLUII
9/12
APPROVED
ACCEPTED
SHEET C8.3
GENERAL EROSION AND SEDIMENTATION CONTROL NOTES
THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY
TO ALL CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS
OTHERWISE SPECIFIED ON THESE PLANS:
1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL PLAN
DOES NOT CONSTITUTE AN ACCEPTANCE OF THE PERMANENT ROAD
OR DRAINAGE DESIGN.
2. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT
ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING
FROM THE PROJECT SITE. FAILURE BY THE OWNER AND/OR
CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY
CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE
FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT
CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED
AND ACCEPTED BY THE CITY.
3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE FACILITIES
IS THE RESPONSIBILITY OF THE CITY OF PORT ORCHARD AND/OR
CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL
CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY AND
THE SITE IS STABILIZED.
4. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE -
CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY
THE GENERAL CONTRACTOR, THE PROJECT ENGINEER, REPRESENTATIVES
FROM THE AFFECTED UTILITIES, AND REPRESENTATIVES OF WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION AND CITY OF PORT ORCHARD.
5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN
ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC
REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING
CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY
IN ORDER TO MAINTAIN WATER QUALITY. MINOR DEPARTURES FROM
THIS PLAN ARE PERMITTED SUBJECT TO THE APPROVAL OF THE CITY
INSPECTOR. HOWEVER, EXCEPT FOR EMERGENCY SITUATIONS,
ALL OTHER DEVIATIONS FROM THIS PLANMUSTBE DESIGNED BY
THE PROJECT ENGINEER AND APPROVED BY WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION AND THE CITY OF PORT ORCHARD.
5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT
BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED
AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ALL
SEDIMENT MUST BE REMOVED FROM THE SILT FENCES, STRAW
BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING
1/2 ITS MAXIMUM POTENTIAL DEPTH.
7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE
FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE
PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT
DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE.
8. PERMANENT DETENTION/RETENTION PONDS, PIPES, TANKS OR VAULTS
MAY ONLY BE USED FOR SEDIMENT CONTAINMENT WHEN SPECIFICALLY
INDICATED ON THESE PLANS.
TEMPORARY & PERMANENT HYDROSEEDING
1. ALL AREAS CLEARED OR OTHERWISE DISTURBED SHALL BE
APPROPRIATELY STABIUZED IN ACCORDANCE WITH THE NOTES
& DETAILS SPECIFIED HEREWITH, AND THE TIMES SPECIFIED
BY SECTION B-01.3 OF THE CURRENT EDITIDN OF THE W.S.D.O.T.
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION.
2. PERMANENT HYDROSEEDING - IN AREAS NOT INCLUDED WITHIN THE
PROJECT BOUNDARY OR NOT INCLUDED IN THE PROPOSED LANDSCAPE
PLAN SHALL ADHERE TO THE FOLLOWING SPECS:
MINIMUM BO LBS./ACRE MIXTURE OR
15% KENTUCKY BLUEGRASS
40% TALL FESCUE
30%PERENNIAL RYE
15% CHENNGS FESCUE
FERTIUZER - 400 LBS./ACRE OF 10-20-20
MULCH - 200D LBS./ACRE
3. TEMPORARY HYDROSEEDING - IN ALL AREAS DISTURBED DURING
CONSTRUCTION THAT WILL RECEIVE PERMANENT LANDSCAPING SHALL BE
SEEDED WIT ANNUAL RYE GRASS AS REQUIRED TO PRODUCE A SUITABLE
TEMPORARY GROUND COVER.
DRAINAGE NOTES
1. THE CONTRACTOR SHALL ENSURE THAT THE DRAINAGE IS INSTALLED AND
OPERATIONAL PRIOR TO COMMENCEMENT OF PAVING WORK.
2. ALL STEEL PIPE AND PARTS SHALL BE GALVANIZED. ALL SUBMERGED STEEL
PIPES AND PARTS SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1
OR BETTER.
3. IN THE EVENT ASBESTOS CEMENT PIPE IS ENCOUNTERED, THE CONTRACTOR
SHALL PROVIDE PROTECTIVE CLOTHING AND EQUIPMENT TO CREWS WORKING
WITH ASBESTOS CEMENT PIPE IN ORDER TO ENSURE WORKERS EXPOSURE
TO ASBESTOS MATERIALS IS AT OR BELOW THE UMIT PRESCRIBED IN
WAC 296-52-07705.
REVISIONS
DESCRIPTION
MINIMUM EROSION AND SEDIMENTATION CONTROL REQUIREMENTS
1. STABILIZATION AND SEDIMENT TRAPPING. ALL EXPOSED AND
11. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS.
UNWORKED SOILS, INCLUDING SOIL STOCKPILES, SHALL BE STABILIZED
ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE
BY SUITABLE APPLICATION OF BMP'S WHICH PROTECT SOIL FROM
DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION
THE EROSIVE FORCES OF RAINDROP IMPACT AND FLOWING WATER.
FROM THE EXPECTED FLOW VELOCITY FROM A 2-YR FREQUENCY,
APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO
24-HOUR DURATION STORM FOR THE POST -DEVELOPMENTAL
VEGETATIVE ESTABLISHMENT, MULCHING, PLASTIC COVERING,
CONDITION. STABIUZAT10N ADEQUATE TOO PREVENT EROSION OF
AND THE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO
OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM
BE PAVED. FROM OCTOBER i TO APRIL 30, NO SOILS SHALL
REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CON -
REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1
VEYANCE SYSTEMS.
TO SEPTEMBER 30, NO SOILS SHALL REMAIN UNSTABILIZED
12. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE
FOR MORE THAN 7 DAYS.
OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
2. AT ALL TIMES OF THE YEAR, THE CONTRACTOR SHALL HAVE
STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM
SUFFICIENT MATERIALS, EQUIPMENT AND LABOR ON -SITE TO
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
STABILIZE AND PREVENT EROSION FROM ALL DENUDED AREAS
SEDIMENT. AFTER PROPER WRITTEN APPLICATION, THE REQUIREMENT
WITHIN 12-HOURS AS SITE AND WEATHER CONDITIONS DICTATE.
FOR INLET PROTECTION MAY BE WAIVED BY THE CITY ON A
3. FROM OCTOBER 1ST TO APRIL 30TH, THE PROJECT ENGINEER
SITE -SPECIFIC BASIS WHEN THE CONVEYANCE SYSTEM DOWNSTREAM
SHALL VISIT THE DEVELOPMENT SITE A MINIMUM OF ONCE PER
OF THE INLET DISCHARGES TO AN APPROPRIATE SEDIMENT
WEEK FOR THE PURPOSE OF INSPECTING THE EROSION AND
CONTAINMENT BMP AND THE CONVEYANCE SYSTEM CAN BE
SEDIMENTATION CONTROL FACILITIES, REVIEWING THE PROGRESS OF
ADEQUATELY CLEANED FOLLOWING SITE STABILIZATON.
CONSTRUCTION, AND VERIFYING THE EFFECTIVENESS OF THE EROSION
13. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF
CONTROL MEASURES BEING UNDERTAKEN. THE PROJECT ENGINEER
UNDERGROUND UTILITY LINES SHALL BE UMITED, WHERE FEASIBLE,
SHALL IMMEDIATELY INFORM THE CITY DIRECTOR OF PUBLIC WORKS &
TO NO MORE THAN 500 FEET OF OPEN TRENCH AT ANY ONE
WSDOT (IF REQUIRED) OF ANY PROBLEMS OBSERVED DURING SAID
TIME. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS,
SITE VISITS, AS WELL AS OF ANY RECOMMENDED CHANGES IN THE
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE
EROSION CONTROL MEASURES TO BE UNDERTAKEN. WHEN REQUESTED
OF THE TRENCH. DEWATERING DEVICES SHALL DISCHARGE TO AN
BY THE CITY OR WSDOT THE PROJECT ENGINEER SHALL PROVIDE THE
APPROPRIATE SEDIMENT TRAP OR POND, PRECEDED BY ADEQUATE
CITY OR WSDOT WITH WRITTEN RECORDS OF SAID WEEKLY SITE VISITS,
ENERGY DISSIPATION, PRIOR TO RUNOFF LEAVING THE SITE.
INCLUDING DATES OF VISITS AND NOTED SITE OBSERVATIONS.
14. CONSTRUCTED ACCESS ROUTES. WHEREVER CONSTRUCTION VEHICLE
ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS MUST BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE
4. IN THE EVENT THAT THE GROUND ON A PROJECT SITE IS LEFT BARE
PAVED ROAD BY USE OF APPROPRIATE BMP'S SUCH AS STABILIZED
AFTER SEPTEMBER 30TH, THE CITY OR STATE MAY ISSUE A STOP WORK
CONSTRUCTION ENTRANCE. IF SEDIMENT IS TRANSPORTED ONTO A
ORDER FOR THE ENTIRE PROJECT UNTIL SATISFACTORY CONTROLS ARE
ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY, AS A
PROVIDED. IN ADDITION, THE CITY OF PORT ORCHARD WILL BE SUBJECT
MINIMUM, AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED
TO THE PENALTIES PROVIDED IN CITY OF PORT ORCHARD STORMWATER
FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO
ORDINANCE AND APPLICABLE STATE REGULATIONS.
A CONTROLLED SEDIMENT DISPOSAL AREA STREET WASHING SHALL
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
5. IN THE EVENT THAT GROUND ON A PROJECT SITE IS LEFT BARE
15. REMOVAL OF TEMPORARY BMP'S. ALL TEMPORARY EROSION AND
AFTER SEPTEMBER 30TH, AND THE CITY OR STATE IS UNSUCCESSFUL
SEDIMENT CONTROL BMP'S SHALL BE REMOVED WITHIN 30 DAYS
IN CONTACTING THE CITY OF PORT ORCHARD OR HIS/HER DESIGNATED
AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE
EMERGENCY CONTACT PERSON, THE CITY OR STATE MAY ENTER THE
TEMPORARY BMP'S ARE NO LONGER NEEDED. TRAPPED SEDIMENT
PROJECT SITE AND INSTALL TEMPORARY GROUND COVER MEASURES AND
SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED SOIL
BILL THE OWNER FOR ALL EXPENSES INCURRED BY THE CITY OR STATE.
AREAS RESULTING FROM THE REMOVAL OF TEMPORARY BMP'S
THESE COSTS WILL BE IN ADDITION TO ANY MONETARY PENALTIES
SHALL BE PERMANENTLY STABILIZED.
LEVIED AGAINST THE OWNER.
16, DEWATERING CONSTRUCTION SITES. DEWATERING DEVICES SHALL
6. DELINEATION OF CLEARING AND EASEMENT LIMITS. CLEARING LIMITS,
DISCHARGE INTO AN APPROPRIATE SEDIMENT TRAP OR POND,
SETBACKS, BUFFERS AND SENSITIVE OR CRITICAL AREAS SUCH AS
DESIGNED TO ACCEPT SUCH A DISCHARGE, PRECEDED BY
STEEP SLOPES, WETLANDS AND RIPARIAN CORRIDORS SHALL BE
ADEQUATE ENERGY DISSIPATION, PRIOR TO RUNOFF LEAVING
CLEARLY MARKED IN THE FIELD AND INSPECTED BY THE CITY OF
THE SITE.
PORT ORCHARD AND WSDOT PRIOR TO COMMENCEMENT OF LAND
CLEARING ACTIVITIES.
17. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION
7. PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES
SITES. ALL POLLUTANTS OTHER THAN SEDIMENTS THAT OCCUR
ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND LEGALLY
SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE
DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION
USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR
OF STORM OR SURFACE WATERS, POLLUTANTS OF CONCERN INCLUDE,
FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE
BUT ARE NOT LIMITED TO, FUELS, LUBRICANTS, SOLVENTS, CONCRETE
MEASURES AND OTHER APPROPRIATE BMP'S.
BYPRODUCTS AND CONSTRUCTION MATERIALS.
8. TIMING AND STABILIZATION OF SEDIMENT TRAPPING MEASURES.
18. MAINTENANCE. ALL TEMPORARY AND PERMANENT EROSION AND
SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT
SEDIMENT CONTROL BMP'S SHALL BE MAINTAINED AND REPAIRED
BARRIERS AND OTHER BMP'S INTENDED TO TRAP SEDIMENT
AS NEEDED TO ENSURE CONTINUED PERFORMANCE OF THEIR
ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING.
INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE
THESE BMP'S SHALL BE FUNCTIONAL BEFORE LAND DISTURBING
CONDUCTED IN ACCORDANCE WITH KITSAP COUNTY STORMWATER
ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES SUCH AS DAMS,
DESIGN MANUAL CHAPTER 3. THE APPLICANT SHALL BE RESPONSIBLE
DIKES, AND DIVERSIONS SHALL BE STABILIZED ACCORDING TO
FOR ASSURING THAT ANY SUCH FACILITIES DAMAGED DURING FLOODS,
THE TIMING INDICATED IN ITEM (1) ABOVE.
STORMS OR OTHER ADVERSE WEATHER CONDITIONS ARE IMMEDIATELY
9. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED
RETURNED TO NORMAL OPERATING CONDITION.
IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES
19 FINANCIAL LIABILITY. A PERFORMANCE COVENANT OR PERFORMANCE
ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE
SURETY, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE
CONSTRUCTED THE TOP LONG, STEEP SLOPES HAVE
COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL
SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF..CONCENTRATED
PLAN, AS OUTLINED IN SECTION 4.0 OF THE CITY OF PORT ORCHARD
RUNOFF SHOULD NOT BE ALLOWED FLOW DOWN THE FACE OF A
STORMWATER ORDINANCE.
N
CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE
CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES
A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PRO-
TECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE
STABILIZED IN ACCORDANCE WITH ITEM (1) ABOVE
INSPECTION SCHEDULE
1. THE CONTRACTOR SHALL NOTIFY CITY OF PORT ORCHARD & WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION TO ARRANGE FOR INSPECTION OF THE
VARIOUS PHASES OF WORK CHECKED BELOW. ALL INSPECTIONS SHALL BE COMPLETED
PRIOR TO PROCEEDING WITH THE NEXT PHASE OF WORK.
_]G LOCATION OF THE ROAD APPROACH
_]G CLEARING LIMITS
_]G IMPLEMENTATION OF THE VARIOUS PHASES OF THE EROSION AND SEDIMENTATION CONTROL PLAN
_]G PLACEMENT OF DRAINAGE STRUCTURES PRIOR TO BACK FILLING. INCLUDING PCND EMBANKMENTS
PRIOR TO PLACEMENT OF THE DETENTION OUTLET CONTROL STRUCTURE
_]G INSPECTION OF PREPARED SUB -GRADE -
_]GINSPECTICN OF GRAVEL BASE PLACEMENT
_]G INSPECTION OF CRUSHED SURFACING PLACEMENT
_]G INSPECTION OF FINE -GRADING PRIOR TO PAVING
_]G INSPECTION OF PAVING OPERATIONS
_]G FINAL INSPECTION
2. THE CONTRACTOR SHALL BE RESPONSIBLE FCR ALL WORK PERFORMED AND SHALL ENSURE THAT
CONSTRUCTION IS ACCEPTABLE TO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND CITY OF PORT ORCHARD,
3. IF INSPECTION IS NOT CALLED FOR PRIOR TO COMPLETION OF ANY ITEM OF WORK SO DESIGNATED,
SPECIAL DESTRUCTIVE AND/OR NON-DESTRUCTIVE TESTING PROCEDURES MAY BE REQUIRED TO ENSURE
THE ACCEPTABILITY OF THE WORK. IF SUCH PROCEDURES ARE REWIRED, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE TESTING AND/OR RESTORATION CL THE WORK.
T. E. S. C. MAINTENANCE REQUIREMENTS
1. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE
INSPECTED AFTER EACH STORM EVENT AND DAILY DURING
PROLONGED RAINFALL.
2. NECESSARY REPAIRS OR REPLACEMENT OF FACILITIES SHALL
BE ACCOMPLISHED WITHIN 24 HOURS.
3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM
EVENT OR WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY
ONE-HALF OF THE MAXIMUM POTENTIAL DEPTH.
4. SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC FACILITIES
ARE NO LONGER REWIRED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
5. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES
SHALL BE MAINTAINED BY:
10. CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATERWAYS GENERAL NOTES
DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT
FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM THE PREPARED BY WSDOT, APWA AND AS ADOPTED BY THE CITY OF PORT ORCHARD.
DEVELOPMENT SITE BY THE IMPLEMENTATION OF APPROPRIATE
BMP'S TO MINIMIZE ADVERSE DOWNSTREAM IMPACTS, 2. ANY REVISIONS TO THE ACCEPTED CONSTRUCTION PLANS SHALL BE REVIEWED
CONSTRUCTION SEQUENCE
1. APPLY FOR AND PICK UP ANY REQUIRED ROAD APPROACH,
OR RIGHT OF WAY PERMITS FROM THE CITY OF PORT ORCHARD.
2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE(S).
3. CONSTRUCT FILTER FENCE BARRIERS.
4. CONSTRUCT SEDIMENTATION BASINS.
5. CONSTRUCT RUNOFF INTERCEPTION AND DIVERSION DITCHES.
6. CLEAR AND GRADE THE MINIMUM SITE AREA REQUIRED
FOR CONSTRUCTION OF THE VARIOUS PHASES OF WORK.
7. PROVIDE TEMPORARY HYDROSEEDING OR OTHER SOURCE
CONTROL STABILIZATION MEASURES ON ALL DISTURBED SOILS.
8, MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL
FACILITIES TO PROVIDE THE REQUIRED PROTECTION OF
DOWNSTREAM WATER QUALITY.
9. PROVIDE PERMANENT SITE STABILIZATION.
10. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL
NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE AND
ACCEPTED BY THE CITY OF PORT ORCHARD.
TO BE DETERMINED AT PRECONSTRUCTION MEETING
EMERGENCY PHONE NUMBER
THE OWNER'S REPRESENTATIVE SHALL BE
TO BE DETERMINED AT PRECONSTRUCTION MEETING
EMERGENCY PHONE NUMBER
AND APPROVED BY THE CITY AND/OR WSDOT PRIOR TO IMPLEMENTATION IN THE FIELD.
3. THE CONTRACTOR SHALL MAINTAIN A SET OF ACCEPTED CONSTRUCTION
DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
NECESSARY PERMITS (IF APPLICABLE) FROM WSDOT OR THE CITY PRIOR
TO COMMENCING ANY WORK WITHIN CITY RIGHT-OF-WAY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC
CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL
PUBLIC ROADWAYS. TRAFFIC FLOW ON EXISTING PUBLIC ROADWAYS SHALL BE
MAINTAINED AT ALL TIMES, UNLESS PERMISSION IS OBTAINED FROM THE
CITY FOR ROAD CLOSURE AND/OR DETOURS.
6. THE LOCATIONS OF EXISTING UTILITIES ON THIS PLAN IS APPROXIMATE ONLY.
THE CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATE' CENTER
AT PH: 1-8ID-424-5555, AND NON -SUBSCRIBING INDIVIDUAL UTILITY
COMPANIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY
CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION
OF EXISTING UTILITIES FROM DAMAGE CAUSED BY THE CONTRACTOR'S
OPERATIONS.
7. ROCKERIES OR OTHER RETAINING STRUCTURE EXCEEDING 4 FT. IN HEIGHT
REQUIRE A SEPARATE PERMIT FROM THE CITY OF PORT ORCHARD BUILDING
DEPARTMENT.
CT
I VAIt
A N.L.DESIGNED
`_14 NLOlson & Associates, Inc.
Engineering, Planning and Surveying
(360)895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
RPJ
9/12
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
ACCEPTED
FILTER FABRIC MATERIAL W WIDE ROLLS
USE STAPLES OR WRE RINGS TO ATTACH
FABRIC TO WIRE
DRAINAGE GRATE- 5" MAX
GRATE FRAME
3EDIMENT
4ND DEBRIS
FILTERED
WATER
DRAINAGE GRATE
ry RECTANGULAR GRATE SHOWN
BELOW INLET GRATE I
NOTES:
1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR
THE STORM WATER STRUCTURE IT WILL SERVICE.
2. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW
RELIEF SYSTEM (OVERFLOW BYPASS).
3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL
OF THE BIGD WITHOUT SPILLING THE COLLECTED
MATERIAL.
4. PERFORM MAINTENANCE IN ACCORDANCE WITH
STANDARD SPECIFICATION 8-01.3(15).
BURY BOTTOM O FILTER MATERIAL
IN Ir BY 1Y TRENCH
Y BY 4' WOW POSES, STANDARD OR BETTER OR
EOUAL ALTERNATIVE: STEEL FENCE POSTS
ELEVATION
2' BY Y BY 14 GA WIRE
FABRIC OR EQUIV.
2' BY r BY 14 GA WARE
FABRIC OR EQUIV.-
SECTION VIEW
NOT TO SCALE
BYPASS
INLET GRATE DEVICE
SYSTEM
BYPASS (TYP.)
ISOMETRIC VIEW
STORM DRAIN INLET
PROTECTION DETAIL
NOT TO SCALE
FILTER FABRIC GRAVEL NOT REQUIRED IF FENCE
„_F,,,_, ,,-GRAVEL
NATIVE VEGETATION
PROVIDE
WASHED GRAVEL BACKFIIL H�:w�
eN
W TRENCH AND ON BOTH SIDES
OF FILTER FABRIC ON
THE SURFACE
'
i
r
T
1}
B' MIN.-
.-
t BY 4' WOW POST
ALT, STEEL FENCE POSTS
SILT FENCE
NOT TO SCALE
(BHP E3.10)
SEE WSDOT STD PLAN 1-30.10-00
TYPICAL CROSS SECTION
TESC NOTES AND DETAILS FOR:
City of Port Orchard Pedestrian Enhancement Project City of Port Orchard
Mosquito Fleet Trail 216 Prospect Street
Situate Within Gov't Lots 1, 2,31 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
SCALE: AS SHOWN
DATE: Sep. 12, 2012
DRAWING NUMBER
097337-407242
SHEET
GENERAL STRUCTURAL NOTES REINFORCING: POST INSTALLED ANCHORS
BUILDING CODE:
2009 EDITION OF THE INTERNATIONAL BUILDING CODE, AS AMENDED BY CITY OF PORT ORCHARD
AND THE 2012 WSDOT STANDARD SPECIFICATIONS.
ALL GRAVITY LOADS RESISTING AND LATERAL LOAD RESISTING STRUCTURAL MEMBERS ARE
SHOWN ON THE ENGINEERING S PAGES. THE ENGINEERING CALCULATIONS ARE NOT REQUIRED
TO BE REFERENCED FOR CONSTRUCTION, AND DON'T NEED TO BE ONSITE.
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT
CONNECTIONS HAVE BEEN INSTALLED. ENGINEER AND DESIGNER SHALL BE NOTIFIED BY THE
CONTRACTOR OF ANY DISCREPANCIES AT THE TIME THEY ARE NOTED.
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITY LINES. CALL 1-800-424-5555
48 HOURS BEFORE DIGGING.
INFORM ENGINEER OF ALL CHANGES PROPOSED ON THE DRAWINGS OR SPECIFICATIONS PRIOR TO
CONSTRUCTION OF THE CHANGE.
CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHOD, TECHNIQUES, SEQUENCES,
PROCEDURES, SAFETY OF THE WORKERS AND STABILITY OF THE STRUCTURE DURING
CONSTRUCTION AND FOR COORDINATING ALL PORTIONS OF THE WORK.
DRAWINGS SHALL BE USED FOR ONLY ONE CONSTRUCTION AND FOR LOCATIONS INDICATED
HEREIN.
LOADS:
GROUND SNOW LOAD = 30 PSF
FLOOR LIVE LOAD = 100 PSF.
WIND LOAD = 85 MPH BASIC WIND SPEED, EXPOSURE B.
SEISMIC DESIGN CATEGORY D2
FOUNDATIONS:
ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED FILL 12" MINIMUM
BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR
FOOTINGS AND LOWEST ADJACENT GRADE EXTENDING UP TO 5 FEET FROM WALL FOR
PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 1,500 PSF.
WHERE REQUIRED BY THE BUILDING OFFICIAL, THE CLASSIFICATION AND INVESTIGATION OF
THE SOIL SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL (1806.2) UNLESS
A SOIL INVESTIGATION IS PROVIDED. FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE
SOIL BEARING OF 1500 PSF. ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL
SHALL NOT BE ASSUMED TO HAVE A BEARING CAPACITY (1806.2).
THIS ENGINEERING IS BASED ON SITE CLASS D SOILS IN ACCORDANCE WITH TABLE 1613.5.2
OF THE 2009 IBC.
SITE GRADING: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED
AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5 PERCENT FOR A MINIMUM OF
10 FEET (1804.3).
COMPACTED FILL MATERIAL SHALL NOT BE USED UNLESS ALLOWED BY A SOILS ENGINEERING
REPORT (1803.5.8).
CONCRETE:
MINIMUM 28 DAY STRENGTH 4,000 PSI (f'c = 4,000 PSI), UNLESS OTHERWISE NOTED.
ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL
CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATE ONLY
AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MINIMUM SLUMP 4-1/2" FOR
CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP
MAY BE ALLOWED UPON STRUCTURAL ENGINEERS APPROVAL UNLESS APPROVED
OTHERWISE IN WRITING BY THE ENGINEER, ALL CONCRETE SLABS ON GRADE SHALL
BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE
FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE
FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
FLY ASH SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A
REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH
ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
STRUCTURAL STEEL:
STRUCTURAL WIDE FLANGE SHAPES ARE TO BE ASTM A992 GRADE 50 (FY=50 KSI).
STRUCTURAL PIPE IS TO BE ASTM A53 GRADE B (FY=35 KSI).
ALL OTHER STRUCTURAL STEEL SHALL MEET ASTM A36 (FY=36 KSI).
WELDING
WELDING SHALL BE PERFORMED IN ACCORDANCE NTH AWS D1.1 AND APPROVED BY
THE ENGINEER OF RECORD. WELD FILLER FOR THIS PROJECT MUST MEET
REQUIREMENTS FOR AN ORDINARY MOMENT FRAME CONSTRUCTION INCLUDING THE
FOLLOWING:
1) WELD FILLER SHALL BE E70XX (FY=70 KSI).
2) WELD FILLER SHALL MEET CHARPY V—NOTCH TOUGHNESS OF 20 FT —LB AT 0' F.
GROUT
ALL GROUT SHALL BE 5,000 PSI COMPRESSIVE STRENGTH (MINIMUM) AND
NON —SHRINK.
REVISIONS
DESCRIPTION DESIGNED
DRAWN
CHECKED
APPROVED
ACCEPTED
REINFORCING STEEL SHALL BE ASTM A615 (Fy = 60 KSI) DEFORMED BARS. NO TACK
WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE BY
THE STRUCTURAL ENGINEER. LATEST A.C.I. CODE AND DETAILING MANUAL SPECIFICATIONS
APPLY. CLEAR CONCRETE COVERAGES ARE AS FOLLOWS:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
3"
EXPOSED TO EARTH OR WEATHER
_
#6 OR LARGER
2"
#5 AND SMALLER
1 1/2"
ALL OTHER PER LATEST EDITION OF ACI 318.
LAP SCHEDULE FOR REINFORCING STEEL
1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF
FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
2. UNLESS NOTED OTHERWISE, LAP SPLICES ON CONCRETE BEAMS, SLABS,
WALLS, AND FOOTINGS SHALL BE CLASS "B" TENSION LAP SPLICES.
3. CONTACT STRUCTURAL ENGINEER IF CENTER TO CENTER SPACING OF
REINFORCEMENT IS LESS THAN OR EQUAL TO 3 BAR DIAMETERS (c3db).
CLASS B TENSION SPUCE LENGTHS
CONC. PSI
I fc=2,500/3000 PSI
f-4,000 PSI
fc=5,000 PSI
BAR LOCATION
REGULAR
_
TOP
_
REGULAR
TOP
REGULAR
I TOP
SPACING
SIZE
>36
>6db
—
>3db
>6db
—
>3db
>6db
—
13db
>6db
—
>3db
>6db
—
>3db
>6db
—
#3
6'
16°
is"
18"
16"
16"
18,
19"
16'
16"
16"
16"
#4
22"
22"
28"
28"
19"
19'
24"
24"
17"
17"
22"
22'
#5
27"
27"
35"
35'
23"
23"
30"
30"
21"
21'
27"
27"
48"
42'
31"
28°
40"
38"
27"
25"
38"
33"
49"
42°
33"
54"
42'
37"
29'
48'
38'
58"
55"
37"
71"
49'
49"
33"
64"
43"
a
[162"
83"
69"
42'
90"
55"
62"
38"
81'
49"
76"
88°
50°114"
65"
79"
45"102"
59"
93"
108"
62°
140"
80' 1
97"
55"
126"
72'
CONCRETE MINIMUM REINFORCEMENT:
THE FOLLOWING MINIMUM REINFORCEMENT SHALL BE PROVIDED UNLESS NOTED
OTHERWISE ON THE DRAWING:
1. PROVIDE HORIZONTAL CORNER BARS AT ALL FOOTING AND WALL CORNERS, AND HOOK BARS
FOR T INTERSECTIONS WITH EQUAL SIZE AND SPACING OF THE HORIZONTAL REINFORCING
USING THE INDICATED DETAILS OF SIMILAR SECTIONS AND DETAILS AS TYPICAL.
2. PROVIDE ONE #4 VERTICAL BAR — FULL HEIGHT OF WALL AT THE CORNER OR T INTERSECTION.
3. PROVIDE A MINIMUM OF 0.2% REINFORCEMENT OF GROSS CONCRETE AREA OF WALL IN
HORIZONTAL DIRECTION AND 0.12% IN VERTICAL DIRECTION. MAXIMUM REBAR SPACING
IS 18" O.C. IN EACH DIRECTION.
4. PROVIDE A MINIMUM #4 BARS AT 12" ON CENTER IN ISOLATED FOOTINGS.
5. PROVIDE REINFORCING CHAIRS IN ACCORDANCE WITH THE CRSI PLACING MANUAL.
6. PROVIDE WWF 6X6X10X10 FOR 4" SLAB.
7. PROVIDE CONSTRUCTION JOINT AT 20' MAXIMUM UNLESS NOTED OTHERWISE (SAW CUT
25% OF SLAB THICKNESS).
SPECIAL INSPECTIONS
THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 17 OF
THE 2009 INTERNATIONAL BUILDING CODE TO BE PERFORMED BY AN
INDEPENDENT THIRD PARTY INSPECTOR.
STEEL
1) PERIODIC INSPECTION OF HIGH STRENGTH BOLTING.
WELDING
1) PERIODIC INSPECTION OF DECK WELDS.
2) PERIODIC INSPECTION OF FIELD WELDING.
3) MATERIAL VERIFICATION OF WELD FILLER MATERIALS.
ANCHORAGE
1) PERIODIC INSPECTION OF POST INSTALLED (EPDXY OR MECHANICAL)
ANCHORAGE.
2) CONTINUOUS INSPECTION OF POST INSTALLED (EPDXY OR
MECHANICAL) ANCHORAGE FOR USE WITH TENSION APPLICATIONS.
CONCRETE
1) VERIFICATION OF HIGH STRENGTH ANCHORAGE PRIOR TO POUR.
2) VERIFICATION OF CONCRETE STRENGTH > 2500 PSI.
HELICAL ANCHORS
1) PERIODIC TESTING OF TENSION APPLICATION
2) CONTINUOUS MONITORING OF COMPRESSION APPLICATIONS.
A
6,!&N.L. Olson &'Associates, InI
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Pon Orcbxd, WA 98366
POST —INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER —OF —RECORD
PRIOR TO INSTALLING POST —INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED
CAST —IN —PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST —INSTALLED ANCHORS
TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN
ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS,
FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE
CONTRACTOR TO THE ENGINEER —OF —RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED
& SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL
DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT
PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE
DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE
ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN
TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC—ES AC308. PRE —APPROVED
ADHESIVE ANCHORS INCLUDE: SIMPSON STRONG —TIE "SET—XP" (ICC—ES ESR-2508)
MECHANICAL ANCHORS SHALL BE SIMPSON T1TEN HD OR EQUAL
STRUCTURAL NOTES
City of Port Orchard Pedestrian Enhancement Project
" 4 ,
Mosquito Fleet Trail
` Situate Within Gov't, Lots 1, 2, 3 and 4, Section 25 and within Gov"t. Lots 3 and 4, Section 26,
Township 24 North, Range i East, W.M., City of Port Orchard, 3 P g t, ty hard, ICitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: NONE
DATE: Sep. 12, 2012
DRAWING NUMBER
097337-407245
SHEET SO.1
REVISIONS
DESCRIPTION
a PROPOSED CONCRETE-,
4 TRANSITION TO EXISTING
GRADE (SEE CIML.fLANS
G
a
a e
a J
_= 1 EXISTING LIGHT FIXTURE
TO REMAIN
1 134LF OF PROPOSED) ' /
RAILING (SEE SHEET S1.1) 915LF OF PROPOSED J
CONCRETE TRANSITION CURB
AROUND PERIMETER OF
PROPOSED GRATE (SEE
PROPOSED SIGNAGE SHEET S1.1)
(SEE SHEET C5.0) I I I '
BOARDWALK DECKING PLAN STA: 7+98 TO 8+88
SCALE 1"=5'
BOARDWALK DECKING PLAN STA:11+50 TO 12+26
SCALE 1"=5'
MARINA BOARDWALK DECKING PLANS
FOR:
SCALE: 1"=5'
BY DATE A N.L.p� A Inc.-
MMZ 9/12 O�J NLOlson & Associates, I
-
City of Port Orchard Pedestrian Enhancement Project
City of Port Orchard
DATE: Sep. 12, 2012
DESIGNED
DRAWN JAT 9/12 Engineering, Planning and Surveying
0p�
.��, �x.e
Mosquito Fleet Trail
216 Prospect Street
DRAWING NUMBER
CHECKED NLOIJ 9/12 (360) 895-2350 or (360) 876-2284
APPROVED
,�
s-'o y IKr'
j
, ���'
f `v3701i 8N �"
Situate Within Gov't. Lots I, 2, 3 and 4, Section 25 and within Gov'L Lots 3 and 4, Section 26.
Port Orchard, WA 98366
097337-407246
2453 Betue4 Avenue, P.O. Box 637, Port Orcbt d, WA 98366
4
_
Tovmshlp 24 North, Range I East, W.M., City of Port Orchard, Kitsap County, Washington.
SHEET .SI.0
ACCEPTED
DIAM. SCH 40 PIPE
_X CONC. PIER
DESCRIPTION
—EX 12" DIAM. POST
1-1/2" DIAM. SCH 40 PIPE
l� ® 4.0' O.C. a°
EX RAII.
jI {
L
T
I
I I
12'
'I
II L 3x6xA GALVANIZED ANGLE CONTINUOUS W/ GRATE TB940 SAFE—T GRID
y #12x3X� GALVANIZED SCREWS ® 6" 2" THICK W/ T13-50 CLIPS NEW PT 2x6 SILL
AS REO'D BY MANUFACTURER W/ X"x6 TITEN ANCHORS ® 4' O.C. 1-1/2" DIAM. SCH 40 PIPE
j CONCRETE TRANSITION CURB ® 4.0' O.C.
a (SEE DETAIL THIS SHEET)
REMOVE EX PLANKS REMOVE EX 6x6---
-- POST MAY CASTPLACE
i OR RE DRILLED ANDND GROUTED
z IN PLACE.
VO GALVANIZED THRU BOLTS (2) PER POST -na 2' THICK GRATE M io
CONC. TRANSITON CURB
EXISTING BEAM TO BE REPLACED ,I °
W/ 3hx16h PRESSURE TREATED GLUELAM OF 24F—V4 / �1 a
� GRATE ATTACHMENT PER
MANUFACTURES RECOMMENDATION T•4 ASPHALT
PILE REPAIRV
�. PER FORCE ACCOUNT - REPLACE RIP —RAP UNDER EXPOSED 2x4 P.T. SILL PLATE - a
- /.. FOOTING AS NEEDED PER FORCE ACCOUNT ITEM W/ Jl-0 ANCHORS ® 4' O.C.
— / 1" CLR °
°`.
/ 4 c
a{
• •
10'
BASE COARSE
4
(4) 0 CONTINUOUS
�A MARINA BOARDWALK SECTION CONCRETE TRANSITION CURB
SCALE 1"=1' N.T.S.
4„ $ rsya•ri*,P �S' eR5' °g .eagac sg
REVISIONS By DATE T�7 N7 - MARINA BOARDWALK SECTION & DETAILS FOR: SCALE: AS SHOWN
DESIGNED MMZ 9/12 d_TA N.L. Olson & Associates, Inc. - a= DATE: Sep. 12, 2012
City of Port Orchard Pedestrian Enhancement Project City of Port Orchard
DRAWN JAT 9/12 Engineering, Planning and Surveying i0da qj 919 v 44poA$@y, 409�p�44 DRAWING NUMBER
CHECKED NLOII s/12 sro , e �� fax`,, e �` Mosquito Fleet Trail 216 Prospect Street
(360) 895-2350 or (360) 876-2284 s ss 097337-407247
APPROVED Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366
2453 Bethel Avenue, P.O. Box 637, Port Orchud, WA 98366 �' %r} .r"l, _ Township 24 North, Range I East, W.M., City of Port Orchard, Kitsap Counvy, Washington. SHEET S 1.1
ACCEPTED
DESCRIPTION
17Lt11-.11Jt11..11 l..l\Lili11 JJ1V1/Vli JLil.. 11"IN
125' SPAN
SCALE 1'=5'
------4—,---------------------------------------------------------------------- /---------- ++/ --F;
6' kE CONCRETE SURFACE °
IN MIDDLE
a - - 14' PATH- CLEAR DISTANCE
--
a
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---—}------------------------------------------------------------— — — — — — — - --- =--- ---- �- -
BLACKJACK CREEK BRIDGESEE S2.
PLAN VIEW / T !ABUTMENT
SEE z 17 ,
125' SPAN
SCALE 1"=5, d
REVISIONS
BY
DATE
I w
`off N.L. Olson & Associates, Inc.'
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Omherd, WA 98366
o @�, 919 y4'
est qy E 6�
}J
g_
'r� a
rA9 `, 409(6 G���4�y4
�S7p•A EN6�
•
BRIDGE SECTION AND PLAN
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township
p 24 North, Range 1 East, W.M., city Of POLL OICi73I'd, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: P' = 5'
DESIGNED
MMZ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407248
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
SHEET 52.0
Blow
USCS o aw
General o per (ft)
Notes SYMBOL
� (N—Value)
DESCRIPTION
16" SCH 80 PIPE F
4 TOTAL REQUIRED
W/ PILE TIP
SCALE 1"=2'
—"I t
Notteess
Uses
a
o
Blow
g
SYMBOL
�
(N—Value)
Asphalt 1 3/4 inches thick
6
1
FILL?-. Brownish Brownish Gray Poorly Graded SAND, loose, moist
-
1
— Contains trace gravel
- a
— Contains fine to medium grained sand particles
2
B1, 2.5 ft
3153
8
5.0 ft
— Groundwater encountered at 6 ft bgsal,
N
3
J
7
al, 7.5 ft
J
li
— Becomes fine grained and saturated
8
— Sit Content increases
N
9
3
10
al. 10.0 ft
— Grades to Grayish Brawn
11
4
12
SECTION A —A
13
14
B1, 15.0 it5
NATIVE?: Well Graded GRAVEL with sand, medium
dense, wet
16
— Semi —angular to rounded grovel
14
— Contains medium to coarse grained send particles
6"
ORIZ ® TOP
GALVANIZED
2EADED ROD
EMBED (MIN)
3 @18,
)P @I B"
L.
12"
12"
IZ
GW 02 17 #5 HORIZ ® TOP
T 18 ANCHOR BOLT
(VERIFY BOLT LOCATION
19 AND DIAMETER)
B7, 20.0 ft 2C4 Dark Gray Silty SAND with trace gravel, medium dense, wet '
— Contains medium grained sand particles
15
9
2
SM
3-
4-
9 Well Graded GRAVEL with sand, medium dense, wet 16" SCH 80 PIPE PILE
5 — Contains medium to coarse grained sand particles
6 0 25
°O 7 (4) #5 VERT
GW 8 #3 TIES 0 16" -
9
B1, 30.0 ft 3 2 — Contains interbedding sand layers ry
SECTION c—c 7
1 42
End of baring at 31.5 ft bgs ABLgUENT DETAILS
00
SCALE 1"=1'
r� BRIDGE FOUNDATION DETAILS FOR: SCALE: AS SHOWN
REVISIONS By DATE A L.
9
DESIGNED MMZ 9/12 � 4 N•L. Olson & Associates Inc. DATE: Sap. ER 2012
� City of Port Orchard Pedestrian Enhancement Project City of Port Orchard
DRAWN JAT 9/12 Engineering, Planning and Surveying °0? ge3 g19 v y4'aABGCA 4OSA6 _ DRAWING NUMBER
Mosquito Fleet Trail 216 Prospect Street
CHECKED NL011 9/12 (360) 895-2350 or (360) 876-2284 Ssro t. ENa 3 �Sto'e1. BN d 097337-407249
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov t. Lots 3 and 4, Section 26, Port Orchard, WA 98366
APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Omhard, WA 98366 ,. TownshI 24 Nh, RaII e 1 East, W.M., CI of Port Orchard,Kltsa Cashin on.
ACCEPTED p ort�' poun �' W SHEET 52.1
PLAN U
SCALE 1"=1' HELICAL TIEBACK ANCHOR
ELEVATION (25K ALLOW TENSION CAPACITY)
SCALE r=r rf
�z -{
d
(4) #6(4> #6 EPDXY -- ---
COATED BARS
4 e °
•Qe
#4 HOOP
(3) #6
—#4 ® 12" HORIZ.
II
71.
#5 L ®12"
HORIZ. ® 12" O.C. 16"
AL ANCHOR
A SECTION
53.0 SCALE 1"=1'
#6 HORIZ. JIN FOOTING
(3) #4 HOOP ® R
MIDDLE & BOTTOM
B SECa'ION
53.0 SCALE 1"=1'
#4 HOOP 12` O.C.
ed
(3) #6
0
HOOP ®TOP, MIDDLE & BOTTOM
U
± COATED BARS
{� TOP OF WALL ELEVATION
I 6` 6" BELOW FINISH GRADE
I (3) #4
HORIZ. ®9" O.C.
12"
�LENGTH 4 0F GRADE BEAML 1 _
a
d
e
e
4 <
°12'
- d e #4 HOOP (TOP)
U
N
(
d I.
L
de - #4 HOOP (TOP)
n e
d
< d
^a �,4
e d
- ed (2) #4 HOOP
(MIDDLE &BOTTOM)
ed
`a
d 8
a dd de ° .e
06 HORIZ 12` SPACING 3) #4 HORIZ. #4 ® 12" HORIZ. IN FOOTING
(5 TOTAL) EACH SIDE
MIDDLE & BOTTOM)
I48`
(5) #5 L® 12' O.C. EACH SIDE
'B SECTION
53.0 SCALE t'=r
REVISIONS
By
DATE
A 7
`'J N,L. Olson &Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethei Avenue, P.O. Box 637, Port Orcuazd, WA 99366
'0V+ 9 o w4
�
� A'Ao °Oc, 44"sib os°' w4
r �
�
CANTILEVER FOUNDATION DETAILS
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Pon Orchard, Y.itsap County, Washington,
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: >��= T'
DESCRIPTION
DESIGNED
RPJ
9/12
DATE: Sap. Ii, 2012
DRAWN
-AT
9/12
DRAWING NUMBER
097337-407250
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET S3.0
TOP RAIL
HSS 2"x2"x3(6" GALV. POST ® 4' O.C.
3" TYP Ya"0 HOLE
[1,5C211 CORRUGATED, GALVANIZED
STEEL DECKING 6x6xW2.5x2.5
�i 4° 1 1/2° WELDED WIRE MESH
24G CLOSURE ANGLE
CC1!2x3O
6"x8"x PLATE
1-300/16" BRACE ®5' O.C. —Z W12x35 C12x30
(SEE BRACE DETAIL, THIS SHEET) (4) 3/8" THRU BOLTS
GALVANIZED
RAIL POST ASSEMBLY
SCALE 1 "=1'
HSS 2"x2"xXs" GALV. POST
® 4' O.C. (SEE RAIL POST ASSEMBLY
DETAIL, THIS SHEET) TYP.
HSS 2"x2"x)i6" GALV. POST ® 4' O.C.
(SEE RAIL POST ASSEMBLY DETAIL, THIS SHEET)
CONC. DECK
L3x3x"6" BRACE ® 5' O.C.
(SEE BRACE PLAN, THIS SHEET)
CORRUGATED DECK
Ul°
C12x3�_.�
6"Wx%" PLATE
Yz"0 hIRU BOLTS
3x3x3(s" PLATE x—Wi2x35
AT EACH END OF BRACE (TYP)
SCALE 1"=1'
2"x2"x3(6" GALV. POST ® 4' O.C.
IC. DECK
1.5C20 CORRUGATED, GALVANIZED
STEEL DECKING
PLATE
1-300(s BRACE ® 5' O.C.—
E BRACE DETAIL, THIS SHEET)
2x30
II
II
W12x35-
BRACE PLAN VIEW
SCALE 1"=1'
REVISIONS
BY
DATE
A
`%& N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360)895-2350or(360)876-2284
2453 Bethel Avenue, P.O. Box 637, Port Omhazd, WA 9836601
a 4
a to
na $a%°G,
`v$0N E�
1' 4
ao 91b ova 4
�� �" ��
< 'g.IeNALEN
,:f`s
CANTILEVER SIDEWALK FRAMING DETAILS
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: ] "=]'
DESCRIPTION
DESIGNED
MMZ
9/12
DATE: Sep, 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407251
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET S3.1
\ MEANDER LINE MEANDER LINE
�—
t—l\ __�-- -- -- -- —_ -- __�-- -- -- —I -- — -- -- -- -- — — -- --
— -- -- —�—
� I I
� DATUM
+ ' NOTE
CIVIL S FOR STRIPING,
NGVD 1929 o PRECAST BARRIER TAPER AND
1 i 1 CAST -IN -PLACE TRAFFIC BARRIER
r
DETAILS
I
I
r
140 LF 6' CANTILEVER I
BEHIND CONSTRUCTED � U A FLUSH
INTH ROAD LEVEL �46 LF
-{ BARRIER SEE S4.11)k NC�L� EARRkER � g
6' STEMWALL ON
_ - _ _ - �,.� _ - 24'x6' FOOTING �C8x18.5
STA 60+92 11I200 ®8' O.C.
SEE SHEET S4.1
oh—
\ _
IL ---
o w'--- °oHW- bHi4 OHW-1-r=-©HW
d
:1
--SS _-�- i5 -
_ - --. _S
SS _; i -.5 5-.ems`. ,_
V, _...__ -! -Mr ._ —
M - r„
�—�
____ bi - _. __
{.gam
F M _ _. F:d---�a�-1�.� -.._ h M--
\
can
�✓`"'rr
t 12'
CO NC. S'i1'P1 L
9,86x
- W-
r-_----I------
- Sti ----
— - . sD---
D._T.--_ c ----
II
�— --
_-------
x 9.83
t--EX CATCH BASIN
RV S7
i
CONC. NR=7.77
�-=X
IE 12 CON... NE=6.62 I HYDRANT &
- 30!LARDS TO REMAIN
---EX CATCH aASiN
RIM=9.20
Ic". 8" GONG SV�'='7.2G
EXISTING PLAN
x 1 C.5.';
L_-- —_�_ I --_— I _— J L._. ----J f -- —= L— —t - --- -.
CAST BARRIER TAPER — CAST —IN —PLACE TRAFFIC — — — — - - -EXPANSIONS.
BARRIER 1'-4' WIDE AT JOINT
ROAD LEVEL
18" STRIPE
(SHOWING UGHT FOR CLARITY)
I I
5' GRADING &CONSTRUCTION
I EASEMENT RE0'D
I I
I I
PROPOSED PLAN
REVISIONS
BY
DATE
A'�
saJ N.L. Olson & Associates Inc.'k�'
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orehazd, WA 98366
'0 g4 979Qo yQ'
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SEAWALL PLAN
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1"=10'
DESCRIPTION
DESIGNED
MMZ
9/12
DATE: Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407252
CHECKED
N1011
9/12
APPROVED
ACCEPTED
SHEET S4.0
D' TRAIL
#6 (TYR) CONCRETE CLASS 4000 BARRIER
3/4" CHAMFER (TYR)
- 61"
#5 38" I I38" a 12"
l
1-3/4" COVER
42" GUARD HANDRAIL 8" 4"
POST 0 4' O.C. ' #4F--® 16" OC
(SEE SHEET S3.1)
_m
� I N
44 W2.9xW2.9 CUT EX BARRIER i
W.W.F. 6" BELOW FINAL ` IF
GRADE 6" `1nICK SLAB 2, MIN _ -----SAWCUT IX AS
4" CONC. DECK _ \� REPLACE EX F
. Lt" GAP C.S.T.C.
C6x10.5
W602 W6xl2
1.0020 CORRUGATED DECK
W'12x30 ® 8' O.C. �-- ---I
if L I GRAVEL BACKFlLL
FOR FOUNDATIONS`
" 3'4s ANCHUR5
" 1 ;aPROX _OCATi0-7
--
. _ X BEAM ?c DEAD?;SAN
6.0' CANTILEVER
F'X WAi
eA SECTION STA. 60+96 TO 62+30
54.1 SCALE 1"=1'
4x4 W2.9xW2.9
W.W.F.
4" CONCRETE
LOC20 DECK
JOINT FILLER CORRUGATED
HMA PATH
DECK
x=x�x-tax—x
#4 0 24"
GRAVEL BASE 18"
MIN
L 30 W/
4
"0x4" STUDS ®12" O.C.
7 2"
W6x12
#4 ® 16" ALTERNATIVE HOOKS
9"
®•
LR.
17"
F~ 12"
6"
6
N140 FILTER FABRIC
\ n
,(,/LACES)
C��v
�,��� vvi vie/vy0v/�,v�VAS w,vvj� �v�
GRAVEL BACKFILL
FOR FOUNDA110N
B)SECTION\—NA11VE
54.1 SCALE 1"=7'
HMA PATH SURFACING
NOTE:
SEE CIVIL PLANS FOR STRIPING,
1�k
PRECAST BARRIER TAPER AND
CAST -IN -PLACE TRAFFIC BARRIER
DETAILS.
STEM WALL PLAN VIEW AT STA. 60+89
DECK
OF SEAWALL
-ONCRETE TRAFFIC BARRIER
SCALE 1"=3'
REVISIONS BY DATE
AN.L.SEAWALL
DETAILS
FOR:
SCALE: AS SHOWN
DESCRIPTION DESIGNED MMZ 9/12
L-J NOlson & Associates Inc.
' `"
a� r
City of Port Orchard Pedestrian Enhancement Project
Clty Of Port Orchard
DATE: Sep.12, 2012
DRAWN JAT 9/12
Engineering, Plannin and Surge
g �g
`der 9fl ®
act xssgO tittti'
4091 � 44
°.n4, rasa rr�•
MOS(inito Fleet Trad
216 Prospect Street
DRAWING NUMBER
CHECKED NL011 9/12
(360) 895-2350 or (360) 876-2284
Seto BNB
Gltf'
'9370 " t'zN
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Port Orchard, WA 98366
097337-407253
APPROVED
2453 Bethel Avenw, P.O. Box 637, Port Orch-1, NVA 98366
,r �6
Township 24 North, Range I East, W.M•, City of Port Orchard, K.itsap County, Washington.
SHEET 54.1
ACCEPTED
EM
MEANDER LINE
rx 177-17c0—N',.—
%XJZ-/-
__J
x 10,24 x !G32
FX PiJIIIG (IYP) X CCN�„ oLCK
0 0 0
01 i ------
-T—(T-
-T
F's Sq- -- Ss
`K4 --- Fr,'' - -- — --- FN/ --- - FW
7— x i 1). 413
FX CATCh. I 3ASINI—
RIMZC.63
x 41.11 IF 4" CIPH' NW- 7.1`113
-jGGED)
DESCRIPTION
REVISIONS
1 11 1
-7
DATUM
NG VD 1929 L
1-X S-1 ItA
E P CONC S: Sfi 99
[E 8 CONC. TN "ABAKI)ONEU)
x )21 b" 'NOOD :MALL
—X 12 CONC "Mik
1r
FV.r.
x 1
—MEANDER LINE
WIDE AT ROAD LEVEL
b,
C�TCIA PASIN
x 10.ci
IL 12, 00NC- NN11=13.411
11.22
!E 4" C'EP SE8.35
i
x
17 7-
/77/
r/
O
EXISTING PLAN
PROPOSED PLAN
DATE
By 2A
DECK REPLACEMENT PLANS FOR:
SCALE: 1"=10'
DESIGNED
DRAWN
--
MMZ 9/12
JAT 9/12
W N L. Olson & Associates, Inc.
City of Port Orchard Pedestrian Enhancement Project
City of Port Orchard
DATE: Sep. 12, 2012
CHECKED
NLOII 9/12
Engineering, Planning and Surveying
Mosquito Fleet Trail
216 Prospect Street
DRAWING NUMBER
APPROVED
(360) 895-2350 or (360) 876-2284
AL
'r
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Port Orchard, WA 98366
097337-407254
ACCEPTED
2453 Bechel Avenue, P.O. Box 637, Port Oxha4 WA 98366
Township 24 North, Range I East, W.U, City of Port Orchard, Kitsap County, Washington.
SHEET S5.0
SAWCUT EXIST DECK--\
LAST
DEC,,.
DESCRIPTION
4' CONCRETE DECK
CLASS 4000
W6x12 L3x3x3/16" ANGL
GALVANIZED BEAM EMBED 12" LONG
® 4'. O.C. ® 4' O.C.
A DECK SECTION
55.1 SCALE 1"=I'
JOINT
JOINT SEAL
/—GRAVEL BASE
--14 VERT ® 24" O.C.
Ei HOR17 ® TOP & BOTTOM
IF EXTENSION
SEAWALL EXTENSION
CONCRETE CLASS 40DO
SCARIFY EXIST
CONCRETE
EPDXY SET 3" DEEP
EXiSTAG CCNCRE
SEA.WA..i
REVISIONS
BY
DATE
A 7�7
`-'J1\"L• Olson & Associates Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port OiehazWA 98366
'° 979 p WQ'
"PFys ° e? tti
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y
b
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o�Gc} 4 16 W4
1 p83sf '
;' r``p
-
DECK REPLACEMENT DETAILS
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 Northang e 1 East, W.M., City of Port Orchard, KitsaP County, g Court Washington.
P , Range
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: I"=r
DESIGNED
MMZ
9/12
DATE: 50p. 12,2t1j2
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407255
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET S5.1
IP1
1 � 1 \ I 1
� i 1
----- A�i Wi�F WOOD.BGx 1 1
_FT
-- Fx UTUOLE
fi/, Ex !E 12
_ l
DH
or,' _ f•, --� 1
Q.52 ,,.,.....—."" -- ; 1 `�'—EX SS
x 1Q45
!^ m - vU� IE 8`
1 .
WSIN
.61 ICI I E tc CONC. p\4'4 8.40 X ii Q.'a9
CPEP SE:,:3.35 1.L.
IF h _
a
A ✓ EX 3U11_ F_X BUHL
COi C AAl�,.
_ ^, r— FKA
DESCRIPTION
X - OOD WALL
�p3 _ W ------ FM
REVISIONS
EXISTING PLAN
DESIGNED
DRAWN
CHECKED
APPROVED
ACCEPTED
A =. N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
I
s—' 0
Yti~�`aa
I1
/ � 1
/ NOTE: 1
SEE CIVIL PLANS FOR STRIPING,
PRECAST BARRIER TAPER AND 1
/ CAST —IN —PLACE TRAFFIC BARRIER
DETAILS.
� � 1
NGVD 1929
1
\ 1
WIDE BARRIER
r-
PROPOSED PLAN
CULVERT AREA PLAN
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
I
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 "=1 0'
DATE: Sep. 12, 2012
DRAWING NUMBER
097337-407256
SHEET S6.O
TOP OF
BACKFILL W/ ONE MAN
TO ABOVE FOOTING
TYPE 1
H W A
T2.5'@18
' 3.5' 418"
5' 4.0' 012"
6'
1-1/2" DIAM. SCH. 40—
PIPE ® 4.0' D.C.
POST MAY BE CAST —IN —PLACE —
OR CORE DRILLED AND GROUTED
IN PLACE i
STEP DETAIL WALL TYPE 1
SCALE )r=l'
RIP RAPS- '
-_— A -
1 —� ��_ QUARRY SPALLS TO
CREATE LEVELING PAD
war T TVPR 1
REVISIONS
BY
DATE
ASIGN1�i T
6!& 1� •L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
s
'° a6 aT�O �4
8',pyf 9L ��Gt=',pg7p
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WALL DETAILS 1
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet 1Ya�7
Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township24 North, Range 1 East, W.M., Cr of Port Orchard, Kitsa Coup Washington.
g 1� Ty>
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1/2"=1'
DESCRIPTION
DEED
MMZ
9/12
DATE: Sep' 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407258
CHECKED
NL011
9/12
APPROVED
ACCEPTED
SHEET STO
DESCRIPTION
TYPE 1)
H
W
K
A
B
S
3'
1.5'
0"
401 B"
4@18'
24"
7'
3.75'
18'
5®9"
509"
42"
11'
4.5-
118-1
1®9"
509"
48"
1-1/2" DIAM. SCH. 40
PIPE ® 4.0' O.C.
POST MAY BE CAST -IN -PLACE
—�
OR CORE DRILLED AND GROUTED
_—�
— I I -
IN PLACE
LA
_ _T�I:' _
z
5
#4 ® 18" VERT.
-
#4 ® 18" HORIZ.
ELR.
10"
, d .
H
A
#5 ® 12" HORIZ.
S -
BA�
6" MIN
'
a
J4•
a+ •°•
p 1
I
(2) #5 BAR K
HORIZ IN KEY<1-
_W_.
12"
12'
WALL TYPE 2
SCALE )C=1'
GRAVEL BACKFlLL
FOR WALLS
LIMITS OF STRUCTURAL
EXCAVATION CLASS A
—GRAVEL BACKFlLL FOR DRAINS
4" PERFORATED
PVC UNDER DRAIN PIPE
TYPE 3
H W K A S
8' 2'-6" 12" 2" 30"
5' 12' 0" 8" 24"
1-1/2" DIAM. SCH. 40
PIPE ® 4.0' O.C.
POST MAY BE CAST -IN -PLACE —
OR CORE DRILLED AND GROUTED
IN PLACE
GRAVEL BACKFlLL
FOR WALLS
LIMITS OF STRUCTURAL
EXCAVATION
13' _ v
GRAVEL BACKFlLL FOR DRAINS
12" 4" PERFORATED
K 18, PVC UNDER DRAIN PIPE
#4 18" ® 18" WHERE KEY IS RE0'D
#5 HORIZ.
IN BOTTOM OF KEY
TTI A T T T[r71T1 7
REVISIONS
BY
DATE
A
-� N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 676-2284
2453 Bethel Avenue, P.O. Box 637, Port Omhud, WA 98366
m `
'°.po gep18 ag9 �yQ'?o�9f
3IONA 8�
m � - �
<p is mm�Q,
3 NAL 8� -�Y
WALL DETAILS 2
City of Port Orchard Pedestrian Enhanceme®t Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Sedion 26,
Township24 North, Ran 1 EW.., City of Port Orchard, lilts Conn Washington.
FOR:
i.i�l of Port Orchard
•'
216 Prospect Street
Port Orchard, WA 98366
scraE: 1/2"=1'
DESIGNED
_
MMZ
9/,2
DATE Sep. 12, 2012
DRAWN
JAT
9/12
DRAWING NUMBER
097337-407259
CHECKED
NLOII
9/12
APPROVED
SHEET 57.1
EX PAI<KI;vG " # - e'
PAY STATION % a�,�l �'�
NOTE: EX TREES ON ALL LANDSAPE AREAS
TO REMAIN ERE POSSIBLE. ANY TREES fI
REM�OVED B E TO DAMAGE CAUSED BY
CONSIRG� N MUST BE REPLACED (TYP)
/—EX LANDSCAPFC, SUNDS ;TYP
it > INSTALL BARK GROUND
\ i COVER AS REO'D O
\I 0 I �
I I
I I
I I I
I I
I
�rrrrm»:r�,-rriirrli�rirrrlr�
I
DA'I'LTM
NGVD 1929
Scale: 1 "= 20'
20 0 20 40
Scale in Feet
I1 —EX FXTRUDy COM
-
I FM.
I'.
I
I / /
I
"
WATERING BA2
KNOCK DOWN
AFTER WATERING SHRL
nnritFa r
BAREROOT
OR PLANT CONTAINER
SHRUB PLANTING DETAIL
WATERING BASIN
KNOCK DOWN AFTER L
WATERING TREE
6" HAND COMPACTED BACKFILL SOIL
TREE PLANTING DETAIL
(CONIFER)
NOTES.
PLANT SPECIES, QUANT177ES AND SIZE MUST BE PROVIDED AS SPECIFIED. ANY
SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT ENGINEER.
ALL PLANTING MATERIALS SHALL BE HEALTHY, SOUND, VIGOROUS OF
GROWTH, FREE OF ANY DEFECTS, DISEASES AND ANY FORM OF INFESTATIONS
ALL PLANTING KILL BE RANDOM (HAND LAID OUT, NOT BY STRING LINE).
TRIANGULAR SPACED WTHIN THEIR RESPEC77VE ZONES TO
EMULATE A NATURAL PATTERN OF GROWTH.
TREE AND SHRUB PLAN77NG SHALL BE PER DETAILS
SUBS71TU71ONS OF ANY PLANT MATERIALS OR CHANGES IN THE LANDSCAPE PLAN
MUST BE APPROVED BY THE PROJECT ENGINEER.
PLAN77NG BACKFILL SOIL SHALL BE SOIL INDIGENOUS TO THE PLATING AREA.
A GROWTH S77MULA77NG FER71LIZER MAY BE USED OUTSIDE OF EMERGENT AREAS
IN BUFFER AREAS ADMINISTERED AT THE AMOUNTS RECOMMENDED BY THE
MANUFACTURER.
OUAN SYMBOL
COMMON NAME
BOTANICAL NAME
SIZE
SPACING
--
SMALL
DECIDUOUS
VINE MAPLE
MAGNOLIA VARIETY
Acer circinatum
Magnolia species
61-8'
AS SHOWN
TREE
FLOWERING CHERRY PLUM
Prunus species
MEDIUM
HEDGE MAPLE
Acer circinatum
6'-8'
AS SHOWN
DECIDUOUS
EUROPEAN HORNBEAM
Carpinus betulas
TREE
FLOWERING CHERRY VARIETY
Prunus species
F PIT 6" LARGER
R007BALL
LARGE
RED MAPLE VARIETY
Acer rubrum species
2.5" CA
AS SHOWN
AND COMPACTED
DECIDUOUS
PACIFIC SUNSET MAPLE
Acer truncatum xplatanoide
'FILL SOIL
TREE
OAK VARIETY
Ouercus species
--
CONIFER
DOUGLAS FIR
Psendo tsuga menziesii
MIN 3'
AS SHOWN
TREE
WESTERN RED CEDAR
Thuja plicato
DECIDUOUS
SNOWBERRY
Symphoricarpos albus
1 GAL
-5' OC
SHRUBS
NOOTKA ROSE
Rosa hatkona
OCEAN SPRAY
Holodiscus discolor
RHODODENDRON+AZALEAS
Rhododendron species
FINISHED GRADE
PLANT PIT TWICE THE SIZE
OF TREE ROOTBALL
'Ir PLANT TREE I" HIGHER THAN
DEPTH GROWN AT NURSERY
ROOT CROWN TO BE AT
GRADE OR 1-2" ABOVE
FINISH
W RELEASE FERTILIZER PELLETS
;ETTLED LAYER OF MULCH
KFILL WITH TILLED OR BROKEN UP NATIVE
. MIXED WITH TOPSOIL (REFER TO SPECS
MIX) MIN 24" DEEP. WATER THOROUGHLY
2X WIDTH OF
ROOTBALL
DECIDUOUS TREE PLANTING
ROT TO SCALE
REVISIONS
BY
DATE
A 7
L-J N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Omhad, WA 98366
LANDSCAPING PLAN 1
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 Nordt, Range 1 East, W.M., City of Port Orchard, ICitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1°= 20'
DATE: Sep. 12, 2012
NO.
DATE
BY
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407260
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET L 1.0
ACCEPTED
OATUM ❑
NGVD 1929
20 Scale: 1 "= 20' 20
40
Scale in Feet
LANDSAPING PER PORT OF
BREN RTON PLANS FOR P
Sinclair Inlet I / % `X'I",�
(SIDNEY TIDELANDS) I ti �,�< i UL
1 /' I -/ I Ll
ETRIC DATA PROVIDED BY I TOPOGRAPHIC DATA PERFORMED
WARDPLANI
WARD C. MULLER &ASSOCIATES BY N.L. OLSON & ASSOCIATES, INC.
f'
��✓ EX 14 cDn„ 4VAli
u.l I
12ex
1 ' ^ EX PLAY ARE!{
I f EX WCC
I 1 / I ;/ . (1YCCD lllPcI ¢S;l RW
fry I
EX
CCY:� PICNIC
CONC.
I X ROCK MO\v.3-_Ni-
ER S
E66
X FACE OF CONC SEA'h"k- I k�
x2i4)
h
f ' -� 1}; �.o--'� o •,! r j//�� \ s �EX SS M
RIM- 21 22
,
j �t .r,oa. - . \� 1 / 4 is 12' D S.,- i1.72
�.x a/Lao �s
_ F E6"PVC 1.27
ji
41
x2z A I B,as,N I i co-r ASN
9 I t 41 13
I I I
F I .yam ' y. ✓ % -� " // IF tz Dn . N-1s.4z ,E Of S 2,.�G
1 to y/ i ° / 1 s � � 5 iE s 2csz
5 �' :E a' coNoNc s
t Y4
�� ti
/i?:% f I RIM [ - I I
(NO 41EASJ
V
R:S' Roomr Y r j�,, p., ,�;c
r /j
00
REVISIONS
BY
DATE
N.L.Inc.LANDSCAPING
-JNOlson & Associates IDATE:
s
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 B.thel Avenue, P.O. Box 637, Port Omhard, WA 98366
PLAN 2
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Mange 1 East, W.1VL, City ofPort Orchard, 1sttsap County, WaSIlingi0n.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: I,,= 20'
Sep.
N0.
DATE
BY
DESCRIPTION
DESIGNED
RPJ
9/12
NUMBER
DRAWING NUMBER
097337407261
DRAWN
JAT
9/12
CHECKED
NLCII
9/12
APPROVED
SHEET Ll.l
ACCEPTED
i
/
—L _r___.
ti
o Sinclair lnle l DATUM
(SIDNEY TIDELAND)��
NGVD 1928 / ,
Scale:1 =20' fixo// /i
20 0 20 40
Scale in Feet
/
—oHW
s ,
MW
LX Cr cN Bnsr
Tc� 8' CONC = �
/ At J
/
�\;"�� . �\ ` -� - • �0' 53 22.81 E\ \ \�' ` ._ x o./< �, ���```�
e.e
F t�dS I!. I z
y�X CCto C. C7R8 CUTER
EX 8" EX RJ2. r. CORE
Is
1E 1 PVC
��-
E S C-A. AY \ / \ / "��
All ill-
e
I
1
1
I
1
I
1
I
1
I
1
1
I
1
+
1
1
I
1
1
I
I
I
1
{
I
{
{
I
II
INSTALL LAWN (SOD)
{
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4
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1{� 4i
4t'
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it
+ it,f
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P �J
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IE r PVC-6.52
?fi `
k
1 J '�.-.d
1c II'
{{
:9-P 1- i
._I
EXt"CCrC �.. ....:
t
1w A �t.
REVISIONS
BY
DATE
�7 T
`�J 1! •L. Olson &Associates Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 976-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
LANDSCAPING PLAN 3
cltj' Of Port Orchard Pedestrian Enhancement Pi01CCt
Mosquito Meet Ti$11
Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard,l{itsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
scALE: 1"= 20'
DATE: Sep. 12, 2012
NO.
DATE
BY
DESCRIPTION
DESIGNED
RPJ
9�12
DRAWING NUMBER
097337-407262
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET L1.2
ACCEPTED
REVISIONS
DESCRIPTION
rx GATCH B s.N
Rl1 i_8.54
6" COY S -6.E<
Sinclair Inlet '-
\ (SIDNEY TIDELANDS)
/
.. ME?NDER LINE
ss.__.-
tray street -wN
- -----
7 K, 32 ...2
55-__
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.....
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I
BY
I DATE
A p- Inc.DESIGNED
6_�N•L. Olson & Associates,
Engineering, Planning and Surveying
(360) 895-2350 o, (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Occhud, WA 98366
RPJ
9/12
DRAWN
JAT
9/12
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
Perry Avenue
LANDSCAPING PLAT
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Govt. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
o
DAT[7M
Scale: 20� NGVD 1929
20 0 20 40
Scale in Feet
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE: 1 "= 20'
DATE: Sep. 12, 2012
DRAWING NUMBER
097337-407263
SHEET L1.3
Sinclair Inlet /
(SIDNEY TIDELANDS)
DING
, _ I
- -- -- - r % X BU I DING -�
cum
_X ,G° LXIRUDLD CJR3-f-
----_ Street
.-- _ PROTECT &.&€THIN-2r_ �
LX :' c, I
it I _1116 NOTE: REPLACE
IE S -3 '5 1 I EXISTING HEDGE, SAME I
I I PLANTINGS AS EXISTING,
UNLESS OTHERWISE
AGREED BY PROPERTY I
OWNERS TO THE EAST
I I
I
I 1 I
w
----
f0 t:XiRJD�Ii J'�'
\�--- yM _
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a
I
Perry Avenue
0
q �f DATUM
SCBle. 1 ��� Loy NGVD 1929
20 0 20 40 '
/ Scale in Feet
,
/ /,
,
-z -.
--z -- — —
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Jr
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�i :F 8 PVC
' EX
1
I
REVISIONS
BY
DATE
A N.L.DATE:
` J 1� LOlson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Aveoue, P.O. Box 637, Poet Otchs,d, WA 98366
LANDSCAPING PLANS
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
City of Port Orchard
216 Prospect Street
Port Orchard, WA 98366
SCALE:
Sep. 12, 2012
NO.
DATE
BY
DESCRIPTION
DESIGNED
RPJ
9/12
DRAWING NUMBER
097337-407264
DRAWN
JAT
9/12
CHECKED
NL011
9/12
APPROVED
SHEET L1.4
ACCEPTED
REVISIONS
DESCRIPTION
1
t ,
I '
1
l � I
I
I ,
1 / �
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I
-EX I 9 %,Y- tv000 /
SOX ^-UrcRT 37
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SE-SW=-5.71
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EX SS MH=
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,
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BY
DATE
A
/N.L. Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 895-2350 or (360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
DESIGNED
RPJ
9/12
DRAWN
JAT
9/12
CHECKED
NLOII
9/12
APPROVED
ACCEPTED
�o
II
/
/
/
/ EX CATCH BASN—
R:`,I 14.3i
!L 12' CONa N=S.69
/ iE 12" CMP E=9.91
IE 12 CONC. S-S. n
Sinclair Inlet '
;SIDNEY TIDELANDS)
/
/ I
/I i
-EX SS CO =X SS MHJ
R:M=11.76 RiM==14.69
B' CONC. W-9.9a
LANDSCAPING PLAN 6
Bay street �_7 woo
2"tiV/13.sb3
N!
1 \-,,, v:,
ReA :S,7
2" CONC. N -9.37
I
=1 N
C I niRe 40' 33.7
City of Port Orchard Pedestrian Enhancement Project
Mosquito Fleet Trail
Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26,
Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington.
FOR:
XCATCH dAS-N
RW ..JO
IE 12' QP W-12.30
DATUM
NGVD 1929
Scale: 1 = 20'
26 0 20 40
Scale in Feet
SCALE: 1 "= 20'
City of Port Orchard DATE: Sep. 12, 20i2
DRAWING NUMBER
216 Prospect Street
Port Orchard, WA 98366 097337-407265
SHEET L1.5
