PlansCROSS SOUND PROFESSIONAL CENTER
1180 BETHEL AVENUE, PORT ORCHARD, WA
LAND DEVELOPMENT ACTIVITY PERMIT
18"FlR
SITE DATA
18' FlR
TOTAL SITE AREA (LOT B)......... 23,195 SF (0.53 AC)
SITE IMPERVIOUS AREA
BUILDING . .................. .5,442 SF (0.12 AC)
3S240f-i-Ob7-2007
CONCRETE SIDEWALK AND SKi$B$PROPF$TIESLLC
1200 BETHEL AVE
F"LATWORK . ....... . ....... . . .1,752 SF (0-04 AC) PORT ORCIIARD,WA9aW
at$ CASCADE AVE
Ci10 HARBOR, WA 98335.1912
ASPHALT SURFACE (2" FINAL j
LIFT OVER EXISTING ASPHALT
TREATED BASE) ....... ... ...... 9,035 SF (0.21 AC)
EX. ASPHALT PAVEMENT. ........ .2,906 SF (0.07 AC) {
SITE EER- IOUS AREAS
LANDSCAPE . ................ .3,042 SF (0.07 AC)
EX. LANDSCAPE.......... , . .1,018 SF (0.02 AC) 1/4 SECPON CORNER.
990,06' SECiiC)N 35
L._
PARKING
HANDICAP STALLS. . . . . . . . .2 '
STANDARD STALLS (9'x20'). . . . . . .22
STANDARD STALLS (8'x20'). . . .. . .7
TOTAL PARKING, . . . . . . . . . . . .31
LeLyal DeSCrintion5
PARCEL#;
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER iN SECTION 35, TOWNSHIP 24
NORTH, RANGE I EAST, W.M., AND OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER IN SECTION
36, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF
SAID SECTION 35; THENCE NORTH 89°40'25" WEST ALONG THE NORTH LINE THEREOF 141.83 .FEET; THENCE
SOUTH 0008' 17" EAST 41 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED;
THENCE SOUTH 89040'25" EAST 198.29 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF OLD STATE
HIGHWAY NO. 14; THENCE SOUTHWESTERLY ALONG SAID WESTERLY MARGIN 300 FEET; THENCE NORTH
89"40'25" WEST TO A POINT WHICH IS SOUTH 0"08' 17" EAST FROM THE TRUE POINT OF BEGINNING; THENCE
NORTH 0008'17" WEST TO THE TRUE POINT OF BEGINNING,
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
/fir
,>'=:► 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, VGA 98366
35201.1402,20M j
BETEMI. ROAD LLC
I160am. AW I!I
PORT ORC IWW, WA 98366
522 1DR NW
6I0
1ARBOR,W9S35
27" TA
* .Wr �.,.,R�,'24" H 300C1I' 2+09
4 4 w a% a� rr MR mmwr �r 1 re rMr w rw _-._,S I�09' V W
I EX. BLOCK WALL
PROPOSED
GENERAL OFFICE ►b s` 357401-1-027,2003
BUILDING �. CROSS SOUND PROPERTIES LLC
42x13S� �� -EX. ASPHALT- 3�
1160 B13T11HI. AVE
• xis " r _ 3524o1-i 02R 2002 PORT ORCWA 98366
.' - $' SS i.x442 SF � '� ��'�� � z CROSS SOUND PROPERTIE.0 � PO B0BOX 2 7C 2737
� � F ¢ 110BETEBL AVE ,r S1i VHRDAiB WA 98383 2737
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S4° q" �,'''ri '•sir •ar
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362401-2-013.2006
2080MITCf1ELLROAD SE
PORT ORCHARD, WA 98366
PO BOX 97034
BEUM% WA 98OW9734
I
PORT ORCHARD, WA 98366
jjj PO BOX 2737
SILVERDAI.1; WA 99383.2737 z
10
I
ca NE CC) ER SE 114 NE 1/4
BASH OP BHARINCiS � .r... ` 1 / SECTi(NJ CORNER.
N T'09'24"1r 2662.1Y 41.04 J/` 1331.07' v''s
S 4°2134"
S 4°2134" W4 00,
t0
W RZCi1•£i�'- `.----•...... ,_
Bethel Avenue Cf-WARY_a i1`LaA -- --
3624012-0i2.2007 � '"� +�.,..*,�„ •.�. � .,� ES PROPERTIES LLC
1908B7MAVE 362401-UW-2002
PORT ORCIIARD, WA 993M SAIL INVESTORS GROUP LLC
I0880 OLD FRONTMR ROAD 1977 BETIIEI. AVE 3b24o12 007-24iO4
SILVERDA1A WA 98383 PORT ORCHARD, WA 98366 B[ICIIANAN LINGENBRVIC LLC
PO B1 1135 BFML AVE
PORTORC3IARD, WAA 98366 0040 PORT ORCHARD, WA 98366
----
EXISTING ADJACENT LOT LINE
--- - --
EASEMENT LINE
EXISTING CASED W.S.D.O.T. MONUMENT
MAGNETIC OR PK TAIL AS NOTED
EXISTING DITCH DRAINAGE COURSE
EXISTING UTILITIES TOLE & GUY ANCHOR
EXISTING WATER VALVE
EXISTING TRAFFIC SIGN
CONIFER TREE, DIAMETER AND
TYPE AS NOTED
DECIDUOUS TREE, DIAMETER AS NOTED,
TYPE (IF KNOWN) SHOWN HEREON
For: Cross Sound Properties, LLC
Attn: Steve Green
9657 Levin Road NW, #100
Silverdale, WA 98383
Phone: (360) 698-9568
LEGEND
EXISTING GROUND CONTOUR (2' INTERVALS)
x 402.6
EXISTING GROUND SPOT ELEVATION
EXIST{NG SURFACE DRAINAGE FLOW DIRECTION
i' "• , :` ..= ...:
EXISTING CONCRETE SURFACE
°
EXISTING CHAIN LINK FENCE
- x X
EXISTING BOARD/WIRE FENCE
EXISTING ROCK RETAINING WALL
EXISTING SANITARY SEWER MANHOLE
s5
EXISTING SANITARY SEWER LINE
(0
EXISTING STORM DRAIN MANHOLE
-SD
EXISTING STORM DRAIN LINE
W -
EXISTING WATER LINE
0
EXISTING CATCH BASIN
-o-•
EXISTING UTILITIES POLE
2
EXISTING TELEPHONE RISER
®
EXISTING JUNCTION BOX
EXISTING LUMINAIRE
CI
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
PROPOSED BUILDING
PROPOSED CONCRETE
PROPOSED HMA PAVEMENT (2" FINAL LIFT)
PROPOSED LANDSCAPING
■ ■+�
SITE PROPERTY LINE/BOUNDARY
' '--- ---- --
RIGHT -OF --WAY
PC CONCRETE CURB
(
SYMBOL OF ACCESSIBILITY
------ w -
PROPOSED WATER LINE
-SSFM
PROPOSED SANITARY SEWER FORCE MAIN LINE
PROPOSED STORM PIPE
-- RD -
PROPOSED ROOF DRAIN
FD -
PROPOSED FOOTING DRAIN
°SDCO
PROPOSED STORM DRAIN CLEANOUT
E3
PROPOSED STORM TYPE 1 CB
PROPOSED RETAININGAANDSCAPE WALL
VICINITY MAP
PORTION OF SECTION 25 TOWNSHIP 24N, RANGE 1 EAST, WM
NOT TO SCALE
DATUM
N.G.V.D.I929
Scale: 1 11= 301 BASIS OF VERTICAL DATUM:
NATION OCEAN SERVICE (N.O.S.)
BASIS OF BEARINGS: BENCH MARK "N-255"
BOOK 5 OF SURVEYS, PAGE 48 ELEVATION = 11.66
30 0 30 60
Scale in Feet
SHEET INDEX
SHEET
DESCRIPTION
C1.0
COVER SHEET
C2.0
EXISTING SITE AS --BUILT SURVEY
C3.0
SITE PLAN
C3.1
SITE DETAILS
C4.0
T.E.S.C. & DEMOLITION PLAN
C4.1
T.E,S.C. NOTES & DETAILS
C5.0
STORM DRAINAGE & GRADING PLAN
C5.1
STORM DRAINAGE AND GRADING NOTES & DETAILS
C6.0
UTIUTY PLAN
C6.1
SANITARY SEWER NOTES & DETAILS
C6.2
WATER NOTES & DETAILS
C1.0 COVER SHEET NLO PROJECT NO. 19-10681 DATE: JUNE 7, 2019
LU24-CUP-02
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LU24-CUP-02
UNIT A UNIT B I UNIT C
(UNFINISHED) I(UNFINISHED) "I (SEE SHEETA102 FOR DETAILED LAYOUT) '
LU24-CUP-02