HomeMy WebLinkAboutRich Eger Property Redevelopment - COM Plot / Site Plans - 4/11/2016 SW 1/4, SE 1/4, SECTION 29, TWN 23 N, R1W, WM
RICH EGER PROPERTY REDEVELOPMENT
PARCEL NO'S 12329-43-00090512329-43-00091 , 12329-43-00092
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PROPERTY IMAGE WITH BOUNDARIES - 2013 - BEFORE WSDOT DETENTION POND INSTALL
SCALE: 1" = 50'
NE BELRAIt ET
PROPERTY LOCATION
ADDRESS:23601 SR 3,BELFAIR, WA 98528 DRAWING LIST
W z ��p i -NE/TAT!ROUTE 300
SHEET 1 COVER SHEET
SHEET 2 REDEVELOPMENT SITE LAYOUT
SHEET 3 SITE GRADING SECTIONS
_ o ? SHEET 4 ACCESS ROAD LAYOUT AND CULVERT LAYTOUT AND SECTIONS
SHEET 5 RETAINING WALL PROFILES AND TYPICAL SECTION
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N l,r N
NE BYERLY DR
NE WJ WAY
VICINITY MAP
gat r #proved By: Drown By.
' a. •.° " sate: RICH EGER REDEVELOPMENT
a •.� PM a-„-,s ��� Engineering auliAes Associates ,S�M hee 1
r i Designed By: oriz.
H PM 411-16 Located on Beautiful Hood Canal
Checked By: ✓rE 2f0 Cherokee Beach Road COVER Of
5
very As�+oMN
o .A�i•,•trPoti PM 4-11-16 Belfair, Fa. 98528 (960J 275-7584 ✓ob .v..
sIDN1L Approved By
Date By Ckd. Appr.
STREAM (NOT DETAILED IN
I WETLAND REPORT)
CATEGORY„3„
WETLAND B IE 36
--_/ CMP
32.80 SITE STATISTICS
I EXISTING I BLUE w TOTAL SITE AREA=5.04 ACRES
CONTOURS PROPERTY LINEFLA FLAGS WETLAND DEVELOPED SITE AREA=2 ACRES�' MEDICAL OFFICE SPACE=11,200 SF O STORY)
� �
s a s7'ae" E WALL O_N — —— GENERAL OFFICE SPACE=9,600 SF(TWO STORY)
NO OF PARKING STALLS=115(104 REQUIRED)
\ \ �� a'/J� PAVED AREA=1.07 ACRES-1 ACRE WILL BE PERVIOUS CONC.
4� = SIDEWALKAREA=11,719 SF(IMPERVIOUS)
' 20 ROOFAREA=11,000 SF(IMPERVIOUS)
BRIDGE CROSSING OF MENDY CREEK-14'LONG X 30'WIDE
j / 5 e \ to EARTHWORK QUANTITIES
IMPORTED GRAVEL FOR CONC. PAVED AREAS-1.342 CY
.0' \ w IMPORTED GRAVEL FOR EARTH REINFORCED WALLS=1,300 CY
CUT TO SUBGRADE=5,400 CY
FILL TO FINISH GRADE 6,900 CY
1 -p
8 / O9•. I ASPHALT DRIVE C
I \ 9'xi8'PARKING r'
y a• ' }, :.�• .,'. ' .' �\ \L. \ CONCRETE CURB NORTH ACCESS ROADWAY
1 o' 60.0' ,.4S .� •..
24.0' (5' 70.0'\ .�� ��.. 0.\\ 5'CONCRETE SIDEWALK
F \`\\\� \-„� `". \ .,� 3g 4�•35"E.� O 8'x22'PARALLEL
-
ILDING
Q O '• x �--OUR!E5 �� ���F�\ PARKING STALL$
S 86'19'15" c
STOR E 1 a
,600 S F. 2 STORY
G� RST $ 11,200 S.F.
ELEV.�C --._ - __ ,�p PROX.
1 FIRST FLOOR ELEV. " - " -~ V �*
SIZE EN1RY
--., L"OCATION OF
�� ���' �' � 1 " AULM. PIPE
�.�49 j �v�
/` EN Y ti - eulLmNc 1
f \\ \ TRY O� / . IE 36 IE 12" ALUM,
PIPE FROM /
NOR T 33.51 18' CONC.`\ •--' ,, y-: // /' ! CATEGORY 1 33.43FROM EAST
45 ,O/ �� �,/•• \ WETLAND C.
/ ~\ . _ ._•__ Q , �� % BLUE
\ ,/ .f I' f WETLAND 2 ry O
44 _ \��\ s �, f FLAGS
got
AR LOCATE, SEWER
LL NO. 3
C N �'aa" a _.______�.-._�::� - ,, ,� _-_ - �_ �NETED RUNSE�
a�s ONG NORTH EDGE
3.
y $ _-��q��- t�.�i _�_ - =x_.=`: t - a OF GRAVEL DRIVEWAY TO 10„
-- - SEWER BOXES AS SHOWN
°x SOUTH ACCESS ROADWAY
f RICH EGER PROPERTIES REDEVELOPMENT SITE PLAN 14' WIDE X 50' LONG
Z
SCALE. 1'=20' BOTTOMLESS ARCH CULVERT
� $Yo.vita
i 4@a•�.* �.,¢Ao� Approved By: Drawn By.,
4; 6 Eagilteeri7lg Serutices Associates Scale:
2
RICH EGER REDEVELOPMENT
• r Designed By: ES
� on heel
$ PM 411-16 1��f I.aeated an Beautiful lOOd Cana1 Checked By: N.E vent. As�tOxN. MO Chemkov Bewh Road REDEVELOPMENT SITE LAYOUT 5
pp 411-18
Approved By: BedJbir, Mix 98528 (SeO) 296-78B4 ros No. G�
y No Date By Ckd. ppr. rQN1L -
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WALL NO.1
C I ( I®
m
C
(f_IJI
47.00
e ° Ffil iml- �. NORTH SIDE SOUTH SIDE
a /
S 42.00 _
to I 7 37.00
ALL N0.3^^• I° I I E 3z0o
DATUM FT.F.'V F_ EF-I
WA_LL.No.4 = -- - ` R7 00 0.00 40.00 80.00 120.00 180.00 200.00 240.00 280.00 320.00
GROUP GLIck Section SECTION A
A SECTMN A
NORTH SIDE SOUTH SIDE
52.00
47.00 - - -
42.00 arl
_
37.00
32.00
DATUM FI.k'V
27 00 0.00 40.00 80.00 120.00 160.00 200.00 240.00 280.00 320.00
GROUPGulck section MCTION 8 SECTION B
SECTI
WEST SIDE EASE SIDE
47.00
42.00
37.00
-
27.00 -C
22.00 -�CX- .0 U N--
DATUM EdVO
' 12.00 o.00 40.00 80.00 126.00 160.00 200.00 240.Oo 280.00 320.00 360.00 400.00 44,100
GROUP
SECTMN Quick Section
SECTION C
52.00 WEST SIDE EAST SIDE
47.00
8 42.00 _ - - - - - - - -
37,00
32.00 "-
27.00
% 2z.00 / -Xr-GR-UND
17.00
a DATUM ELEV
Z2 00 0.00 GROUP 40.00 80.00 120.00 160.00 200-00 240.00 280.00 320.00 360,00 400.00 440.00 480.00 520.00 560.00
SECTIw 1) E
n
Section SECTION D
WEST SIDE
q 4,.� EAST SIDE d
37.00 �� --CUL Vz.R.T�
3z00
27.00
22,
MENDt CREEK
DATUM ELEV
12.00 0.0 40.00 80.00
GROUP OWck Sectionn 120.00 160.00 200.00 240.00 280.00 320.00 300.00 400.00 440.00 450.00 520.00 560.00 6c
SECTION E
SECTION E
a
I
gxacvtt
r
p ♦ q Approved By: Dr¢wn B Date: Scale:
g 1 4: 4"+� PM y' 4-11-08 I7:YA �''7Egi?tE¢Ti7Lg SeruiCes Associates R/CHEGERREDEI/ELOPMENT 3
y • r Designed By:
> PM 411-18 oriz. AS SHORN heel
g, Located o7z Beautiful Hood Cana! vent IOhN
Aj liar Checked By: N.A.' 210 Chemkee Beach Road SITE GRADING SECTIONS 5
+oa r PM 4-11.18 Beljair, Mm 9B5M t880� -975-7384' ✓uh No. Of
a JV- Date By Ckd. ppr. rOAI<y Approved By:
LOW POINT ELEV- 35.75
LOW POINT STA- 1+31.56 PM STA- 2+25
PM STA- 1+50 PVI ELEV- 44.00
PVI ELEV- 38.50 A.D. - -3.32
A.D.- 8.50 K - 9.03 c
K- 5.88 I 30,VC I 60
50' VC I x
50 JUDY SC PROPERTY
n n + c•1 cv40 I
70 IN II ± Q3 _ �- L •j AVE STREAM GRADE 1.0
60 �y3� 30 _ —
IC tl Yi �i ADE�17
LmT GRAVEf �R
_ 20 GROUND LVERT -1X
50 c D.4 6LSV
1G o0
40 8 -1.1 _ - N ul h
30 OUND-
11
DA JMW
za 0 0
PS I 0+00 1+00 2+00
IR
g nm � M� �t
n 50'LONG BY 14' WIDE BY 7'HIGH
0+00 1+00 2t00 GALVANIZED STEEL PLATE-ARCH CULVERT SECTION AND STREAM PROFILE
SCALE: 1'=20'
NORTH ACCESS ROAD PROFILE
SCALE: 1'=20'
LOW PANT ELEV- 38.32 GALVANIZED STEEL PLATEARCH CULVERT
LOW POINT STA- 0
+56.05 ALLOWABLE SOIL PRESSURE.-1,500 LBS/SF
PVI STA- 1+00 COVER:6.4 FEET ABOVE PIPE CROWN
L PM ELEV- 37.80 FOOTINGS:5'WIDE BY 1.25'DEEP CAST IN PLACE REINF. CONCRETE Ln
A.D. - 9.74 SEE SPECIFICATIONS FOR SPAWNING GRAVEL GRADATION I�
K - 5.13
50, VC I l
70
n
60
IL a
a
50 F
� _ S9 — PARKING_L07
N 40 _ J PROPOSED RD.GRADE
U
N 30 EX. GROUND
DAZW JXBV
Pa oo
CD
g R 19- $ —EX.GROUND
0+00 1+00 2+00
14'WIDE X 7'HIGH
y SOUTH ACCESS ROAD PROFILE STEEL PL CULVERT /
SCALE: 1'=20' CL INVERT 28.2
=
• AT CL OF SO. ACCESS
H
LIGHT LOOSE RIP RAP 12"OF SPAWNING GRAVEL
MENDY CREEK CULVERT SECTION
z SCALE: 1'=4'
y gYC1'iTTit
SC6te! RICH EGER REDEVELOPMENT Q
Approved By: Drawn By: Dote:
PM ¢„16ESA
Engineerillg Services Associates 'heel
AS SHOWN
Designed By:
PM „-6 Located on Beau#i d Hood Canal vertz AS SHOWN
Checked By: N.L: MO Che7okee Beach !load ACCESS ROAD PROFILES Of 5
' ,�•�of+ � Pm 411-16 helfair, IF- M5.88 t86O) 275-788,f Job No. AND CULVERT LAYOUT & SECTION
Approved By:'+
� dro1P11
>. No. D¢1e By Ckd. Appr.
8" Min. Low Permeable Soil Keystone Cap Unit 70
60
50
40 2200 1 OF REINFORCED CONC. BLOCK ALL
E1L GROUND-
30
Keystone Standard Ill . & ,�
Unit "
` - s 24 �� Unit Drainage Fill +� 2+00
1 (3/4 Crushed °+0° ,+oo
Rock or Stone) .0)
WALL NO. 1
Reinforced Soil Geogrid Reinf. c
Approximate , ,N 70
Limits of 1" - 1 1/4" N
Excavation — 811 60
Grid Depth
so
Retained Soil j
Finished Grade 40
nil
e ° WA
o•o 14
4" Perforated PVC o ' _ 30
Drainage Tile I A
Note: Unreinforced Concrete 0+00 1+00
WALL NO. 2
When site conditions require, wrap drainage or Crushed Stone
tile in 3/4" aggregate and filter fabric with Foundation Soil Leveling Pad 70
drainage composite or aggregate back drain 60
system, as directed by geotechnical engineer. so QUANTIES FOR RETAINING WALLS
Typical Keystone Reinforced Block Wall Section 401 !� CONC. BLOCK 534 LINEAL FEET OF CONC, BLOCK
Standard III Unit - 1" Setback .30 -aw WALLS AND RAILING. 4,382 SF OF
CONC BLOCK WALLS IN FOUR
�a00 WALLS = $110,000 FOR WALLS
g g M ONLY. ASSUME AVE. BACKFILL
WIDTH OF 8 FEET WIDE = 1,300 CY
+oo
0+0o OF GRAVEL BACKFILL BEHINDTHE
WALL NO. 3 NEW CONC. BLOCK WALLS, 100
TONS OF GRAVEL BASE MATERIAL.
g 70 COST OF WALLS = $128,100
i5 60
50
N
Q 40 526-F-CONC:W
f�TY! 30
' � DA7UY 61.8'V
LLSS PR 0p
N D
M�1 MM7 M
D+00
WALL N0. 4
cacut
Approved B Dra.. B Data scale: RICH EGER REDEVELOPMENT 5
pp y PM y 4.11.16 ///�//7/j�/ E�gineeri�►g Services Associates AS SHOW Heel
a DPPMgned By: 4-11-16 // Located on Beautiful Hood Canal Vert.
y //// // //�/// RETAINING WALL PROFILES Of
f J�
Checked By: 4 N.B 2f0 Chesokae Beach Road Vert.
a e,111B1 p PM 4.11.18 +tT
Approved By: Belibir, )Va. *85,98 r860J 275-7584 Job No. AND 'I yP. SECTION
s' No. Date By Ckd. Appr.
r
6
Statistics
-------- MEDICAL OFFICE: IOAW SF.
Z
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PRCFESSICNAL OFFICE: IOAW SF. N ¢ >
EXISTING <
PAFaCW.FC-QUIFRED
CGNTOURS
(MEDICAL VW SPA 10,400/150 6933 OR(S
FROPERT"r LINE
i FAWM REWIRED
.if two SF>. 10,400 3W-34,66 OR 3r,
(FIROMSSIONAL
I-AWJW.REQUIRED. 104 STALLS
T�—
z
if i f
FARCW.FIROVIDED. 124 STALL
NET PAFRI<M FOR
20 STALLS
t I EMPLOYEES:
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i'lf 1 .4
S�11
ASPWALT DFJVE
5A8'I-AWW.
STALLS
(D CONCREVE
LU CUR5
S'CONCFRETE
24.0' to 240' SIDEUIALK 0
cq
to
850'PARALA-EL 00
BLDG.B 5U[LE?W. 2 PAW243 STALLS 10
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AZ'Preliminary Site Plan
SEE SURVEY BY UIAI;V MULLER MOCK 10 PAW 46. SCALE 1"=20' L--J---L-----—i
WE SURVEY 19Y R03ERLOVITT BOOK 13,PAW 116. 0 10' 20' 40'
SEE FIRFEMOUS—O+kWt PLAT NO.2W&AS WCORVED
UNDER AUDITOR'S FILE NO.1753627.
w SEE PREVIOUS BOUNDARY LNE ADJUSTMENT NO.04-45 AS
RECORDED UNDER AUDITOR'S FILE NO.1820106.
oe�N,[w,[AlCasey + DeChant Architectsq LLC Architecture And Planning P 1