SitePlan_Revised_LU23-CUP-02-Johnsonlink-OrthodnticsREVISED
JUL 24 2023
DATUM
NAVD 88
Scale: 1"= 20'
20 0 20 40
Scale in Feet
NOTE
THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES
ARE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO DETERMINE THE LOCATION OF EXISTING UTILITIES PRIOR TO
COMMENCING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGES THAT MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE
TO LOCATE, PRESERVE AND PROTECT UNDERGROUND UTILITIES.
CALL 48 HOURS
BEFORE YOU DIG
811
REVISIONS
1 NO. I DATE I BY I DESCRIPTION
I / �
/ MATCH/CONNECT TO / WSDOT STANDARD PLAN (F-40.15-03) 1
1 / EX. SIDEWALK ' EX. UTILITY POLE TYPE PARALLEL A CURB RAMP.
I / TO REMAIN SEE DETAILS ON SHEET C3.30. FL LF NO CURB TO ALLOW SHEET 21 LF NO CURB TO ALLOW SHEET
30' TRANSITION FLOW TO BIORETENTION CELL 21 LF GRAVEL TRANSITION
TO EX. E.P. a" FLOW TO COMPOST AMENDED
- _ / PN: 252401-3-003-2009 42.5 LF 3 HIGH ASPHALT FILTER STRIP (CAVES) (2� MIN. WIDE)
LO BERM TO DIRECT FLOW TO 1 EXISTING UTILITY POLE
�� �� `n BIORETENTION CELL TO REMAIN.
° 10' a y _
10' MIN. BUILDING SETBACK
TRASH ENCLOSURE
i PER LANDSCAPED BLOCK FRONTAGE 50'
STANDARD POMC 20.127.160 PROVIDE BLOCKOUTS/OPENING AT BOTTOM
FOR MITCHELL ROAD. L0 REAR OF TRASH ENCLOSURE WALL FOR
06
10' MAX. SETBACK PER CMU ZONE � . °a W C DRAINAGE.
i BUILDING SETBACKS. �O a C ° 16 LF GRAVEL TRANSITION
(2' MIN. WIDE)
8SIDEWALK (9) 9'x18.5' STALLS
(2) 8'x18.5' COMPACT STALLS PN: 252401-3-006-2006
9.5' LANDSCAPE 47 LF GRAVEL
U TRAM ION - - a
° 2' MIN. WIDE OPENING y
-i (2' IN. WIDE) `� IN CURB TO ALLOW FLOW
i INTO BIORETENTION CELL EXISTING HOUSE
R2 ° (APPROXIMATE
a ° in (b� gyp-
C3.10 6.5 B� PN: 2 401--007-2005" LOCATION)
KE
LgNE y y x w
I Q > `r'1>00
II w
J
6 ° 18.5 24' Q°°
S��EWALK JOHNSONLINK ° I- 20 I I I--20'Wx110'L MIN. COMPOST AMENDED
6 ptA r1,� a< I I 18.5 ��' 24' � 20, VEGETATED FILTER STRIP (CAVFS) FOR
4
ASPHALT GRIND AND OVERLAY LATER w a ORTHODONTICS OFFICE I y
I � va I cn Q PARKING LOT SURFACE RUNOFF WATER
(1-1/2" MIN. DEPTH) TO FULL LANE (4,865 SF) i U) �o a -1 QUALITY TREATMENT.
WIDTH PER CITY OF PORT ORCHARD a o (b I I � 0 1 o 16 LF GRAVEL TRANSITION
STANDARDS. REPLACE CENTERLINE �a 13.5' � C)(2' MIN. WIDE)
i STRIPING (DOUBLE YELLOW). ° 3.0' LANDSCAPE i 0) 00I I X PI) cli X x X
3' WEATHER PROTECTION ° I I C) o ° 56 LF NO CURB TO ALLOW SHEET
i AT PRIMARY ENTRANCE ° v o Q FLOW TO COMPOST AMENDED
10' i FILTER STRIP (CAVFS)
a b w w w w 1.5'R o PROPOSED ROW
WSDOT STANDARD PLAN (F-40.15-03) o o ° a ;�, a a W W W W W TiP, a Cr
1 TYPE PERPENDICULAR A CURB RAMP. -
SEE DETAILS ON SHEET C3.30. °
°
oilEXISTING ASPHALT
0+ - - - -- - ° LO DRIVEWAY
CV
N
1+0 SETA LORST
- _ - _ 2+CD EXISTING ROW
2+80
-5,960 SF NEW HMA PAVEMENT SECTION �5� - - - - �.iLO
—
PER CITY OF PORT ORCHARD STANDARDS.
3" HMA-2 LIFTS/6" CSTC-2 LIFTS/4" CSBC a _ o
iz
OVER 12" MIN. DEPTH COMPACTED SUBGRADE w W J w 0 _o BIKE PARKING.EXISTING UTILITY POLE
(95% MDD). ALL COMPACTED DEPTHS. W Of
w oN w "' Z `m n I SEE ARCHITECTURAL %I PROPOSED ROW
i
o a o PLANS FOR DETAILS. / R1 TO REMAIN.
1 Ld
0- o z V APPROXIMATE C3.10
Cn a- EXISTING 20 LF 3" ASPHALT BERM. 2,175 SF ROW DEDICATION
Ix Of GARAGE LOCATE DOWNSTREAM OF I FROM PARCEL 252401-3-008-2004
w 0' MIN. TOW � APPROXIMATE E/W CATCH BASINS AT END OF
I w GRADE BREAK ROAD SECTION (STA.2+60.08)
BUILDING SETBACK I PN: 252401-3-009-2003
W TO DIRECT ROAD SURFACE
ALONG SIDE STREET I
FLOW TO CATCH BASINS. 1
i 30' TRANSITION I I
� I 25' WIDE DRIVEWAY TYPE C -102 SF ASPHALT TRANSITION
TO EX. E.P. APPROXIMATE
I I EXISTING PER CITY OF PORT ORCHARD TO EXISTING ASPHALT DRIVEWAY 1
HOUSE DETAIL 322
' I
I / I
I 1 N I
MATCH/CONNECT TO
I ID EX. SIDEWALK w
I — PN: 252401-3-008-2004 i
I I �
' I I
� I
I I I
I I �
� I I
I� I
I I
' I
- - - - - -
BY
DATE
` , N.L.Olson & Associates, Inc.
Engineering, Planning and Surveying
(360) 876-2284
2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366
DESIGNED
JFK
5/23
DRAWN
AUE
5/23
CHECKED
NLOII
5/23
APPROVED
ACCEPTED
443'1�.
`70 1 I
05.04.2023
SITE PLAN
JOHNSONLINK ORTHODONTICS - C.U.P. / LDAP
791 Mitchell Avenue Port Orchard, WA 98366
Portion of the Soutwest Quarter of Section 25,
Township 24 North, Range 1 East, W.M. in Kitsap County, Washington
FOR: SCALE: 1 "=20'
BJC Group DATE: May 4, 2023
3780 SE Mile Hill Drive PROJECT NUMBER:
Port Orchard, WA 98366 21-12027
Phone: (360) 895-0896
SHEET C3.00
PW23-033 / PW23-034