HomeMy WebLinkAboutCOM Plot / Site Plans - 9/20/1999 JtL,I IUIV JL, I [.J 1,4, K 1 W, W.M.
GENERAL NOTES:
GRAPHIC SCALE / a } ��' ,y/ L ALL CONSTRUCTION SHALL BE IN ACCORDANCE KITH THE LATEST EDITION OF THE WASHINGTON STATE DEPARTMENT 1I 20
O�TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD.BRIDGE,AND MUNICIPAL CONSTRUCTION(WSDOT;AND 9 ;
2
_ / F
IN P[s1 1 / 2.THE LOCATION OF UNDERGROUND UTIUTIES SHOWN IS BASED ON ABOVE GROUND FEATURES FOUND N THE FIELD, a
L lnoa- 90 n / , / i a F1 a STNC PROPERTY UNE AND INFORMATION COMPI£D FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY UNDERGROUND UTILITY
�•� - G i / END..1® 1 LOCATIONS PRIOR TO COMMENCING WORK THE PHONE NUMBER FOR IMTIUTY LOCATIONS 5: 1-BOQ-424-5555. _�_ 07
PIPE:1-2 �FFE CE 2996'LW 8'HT. 96,a EX. EME NCY SPILLWAY ITCH CLEARING dt EROSION CONTROL NOTES: �� L3 4 00
--- FROM I ILTRATION POND 26 W
a.THE CLEARING UWTS SHALL BE: 30 9
/ `•_ / +- �•'o- -• �IP PPE +_+_ •� -- EAST. PROPERTY UNE C)
SOUTH: PROPERTY LINE SZ Y
/ " *:{�/ ��'' '►� -_ WEST: SR-3 DITCHUNE m
NORTH: PROPERTY LINEBE1F Y Q
BUFFER UNE
AS DRN EASEMENT b.THE FOLLOWING EROSION CONTROL FEATURES ARE THE MINIMUM
REOURED FOR CONSTRUCTION FROM APRIL 30TH THROUGH OCTOBER „�� ,CD
S / T a Lx TYP. �h m
p r 31ST. CONSTRUCTION OUTSIDE d-THIS TIME FRAME MAY REQUIRE
/ ADDITIONAL MEASURES 3,vx� /
PERMANENT CUT-OFF ITCH,2.1 SIDE SLOPES,i'MIN.DEPTH,LIMED WITH RIP RAP. qq 3 33
a
P H _� o TEMPORARY STRAW BALE CHECK DAMS N HIGHWAY DITCH LINE.
Q3 PROVIDE STABIUZED CONSTRUCTION ENTRANCE AT CANAL HEIGHTS DRIVE APPROACH. VICINITY MAP I o
/ yyttl / • �, C1 V 50'LONG
... 0 :: /C I 0 RIP-RAP CULVERT ENDS(3 LOCATIONS: ENDA.EN0:4,END:5)
'6� B , PROPOSED (a SEED,FERTILIZE,AND MULCH ALL BARE SOBS. SEE DING 8-2 FOR MIX CLIFTON RIDGE BUSINESS PARK, PHASE-2
/ Q'0 B 'END: / � n PROJECT DATA _
rik DATUM PK / �� 1 /. GRADING NOTES:
ELEV. = 52.31 �� �Q I / A0 1.PROJECT GRADING CONTOURS(DASHED LINES)SHOWN ARE SUBGRADE DEVELOPER/OWNER: RICE A. i LESLIE KRUEGER
a
ELEVATION. HooO CANAL HEIGHTS ROAD GRADING coNrouRs ARE FINISHEDP.O. BOX 546 I
/ {• GRADE. SUBGRADE IS-6.OF FINISHED GRADE*4PAVING AREAS,-Y OF I
/ 1 `Ijl`�-^// � �E
..4 FINISHED GRADE INNON-PAVID MEAS. (360)-275-9415
/ / '10N0.8'HT.
/ / F 'E 2.SPOT ELEVATION POINTS ARE LABELED AS FOLLOWS-.
SG-SUBGRADE ASSESSORS ACCOUNT N0.1 12332
.' _ / SO 0 007
S0 FG-FINISHED GRADE 12332 O 0012
3.APPPRITXIMA2 SGRADIN0 WANT'RE5: COMPREHENSIVE PLANT BELFAIR URBAN AREA CY
DRAINAGE FILL 4,000 CY(NET N-PLACE EXPANDED BY 231E PROJECT TYPE; COMMERCIAL LOT DEVELOPMENT ;
IMPORT-3,750 CY(FROM PARCEL-A,PHASE-1)MtLK.111%,FLAAr tWlk� �f4Aa�!I d la gytltltl M1 f
spat Mull 11�ltyy4p 11A��fad wA1 1 81+AlEMt MNN� I
3 / ,• / //`U f p/�, \\ !3 �ANO PERMIT, -�TppMET7'1'71CREAOLI. 1.St 11CRL9 (b,L,A,-'PARCEL-R)
/ f / \�Q Q'_ •, \\ !y�► / STORM NOTES:
1,THE NFlLTRATMON TRENCH SHALL BE KEPT CFF-UNE UNTIL THE PROJECT SITE IS FULLY STABILIZED:TO BUFFER YARDS:PROPOSED LAND USE -CATEGORY IV (COMMERCIAL TYPE I)
MINIMIZE SILTATION WITHIN THE TRENCH.
SEE BUFFER YARD TABLE o
2.THE INFILTRATION TRENCH IS DESIGNED TO PERFORM N NATIVE GRAVEL(GW)AND/OR COARSE SAND(SP) E
SOILS. IF THE
SE SOIL TYPES ARE NOT FOUND IN THE TRENCH LAYOUT AS SHOWN ON THE PLANS,IT WILL PARKING:
REWIRE THAT THE TRENCH BE RELOCATED INTO AN AREA WITH SUITABLE SOILS;OR THAT THE TRENCH SYSTEM FOR MIXED USE (OFFICE/RETAIL): 5.5 STALLS PER 1,000 of
/ .'..,e / \\ •I \ \ �\ \ / BE RE-DESIGNED. GROSS.LEASABLE AREA
NG
3,THE INFILTRATION TRENCH DESIGN IS BASED ON THE FOLLOWING SURFACE AREAS ANY FUTURE DEVELOPMENT BFINAL UILDING IRMITTALL STAG QUANTITY TO BE CALCf7LATE0 AT
WINCH DOES NOT EXCEED THESE AREAS WILL NOT REQUIRE RE-DESIGN OF THE STORM RUNOFF CONTROL
\ (QUANTITY k QUALITY)SYSTEMS. m m 7 m
11MPERVIOUS AREA 0.60-ACRE(CN-98) UTILITIES:
BELFAIR WATER DISTRICT 41
AREA 0.63 ACRE(CN-66) b
/ PERVIOUS
SEWER INDMDUAL ON-SITE SEPTIC P
m
�\�� \� ` t V ,/ TOTAL BASIN AREA 1.43 ACRE PIPER MASON COUNTY POD 43 o m
7 pppNE QSWEST
FIRE MASON COUNTY DISTRICT 42 k' w A <
1 f iR� GENERAL SOIL NOTES: o g
1.THE MAJORITY OF THE SITE IS COMPRISED OF EVFRM GRAVELLY SANDY LOAM(GW OR SP).
2.NO SOIL BORES PERFORMED. SOIL SECTION IS EVIDENT N CUT SLOPES OF EXISTING BORROW PIT ON THE
ADJACENT SITE(PHASE 1). LLI
BUFFER YARD TABLE: PROPOSED LARD USE-CATEGORY IV COMMERCIAL 7YPE I a
I ----PLANTINGS PER 100'(d)----
IIUM
ST
7 j ADJACENT ADJ. PROP. ADJ. PROP. YARD R BUFFER BUFFERED PY STORY Y
[- PROPERTY USE USE CLASS TYPE WIDTH WIDTH FENCING REES TREES SHRUBS EVERGREE W
�6
Z
o y1 - NORTH COMMERCIAL II A.-
STCED 3.00 6.00 9.00 0.00EASOo
««.�'-
SWTfl FIT. COH. IV 10' 5.0'Ib) NONE 2.00 4.00 6.00 0.00
WEST RCIAL IV 10' 20.0' c NONE 0.75 2.25 3.75 0.00
•
NOTES:
(a) STANDARD BUFFER REDUCED 50%, FENCE INCREASED TO 8' m W
-- �p BO add (b) STANDARD BUFFER REDUCED 50%, MINIMUM PLANTINGS INCREAED 100%
.k u = / WWI A (c) STANDARD BUFFER INCREASED>50%, MINIMUM PLANTINGS REDUCED 25%
`�'-- La:(d) PLANTING RATES SHOWN TA INTO ACCOUNT THE INCREASE OR DECREASE DOE TO BUFFER VARIANCES U�
<
3 �g / T C
I Y$ / Z.L g BUFFER PLANTINGS: REQUIRED PLANT SIEES a m
- LEGEND
Z CANOPY TREES: 2' CALIPER
NISHED J EXISTING FlN. GRADE PROPOSED UNDERSTORY TREES: 6' HEIGHT
FI
'^ GRADE L :IOU 5( SU GRADE ® n/a SURVEY CONTROL SHRUBS: 2 GALLON
- BR 8 / 60 s p (3 e STORM INLETS, TYPE 1, 2 EVERGREEN TREES: 6' HEIGHT 3
1 g SUBGRADE "-/
°N� _ �� al �. ,n.N'�sns _ e-e N.,r •,ss r_ov .a,u CULVERTS �m
O n/o UTIUTY POLE
Inn% POLE ANCHOR
TELEPHONE PEDESTAL Q Z V
SIGN (/1
EXIS TING_
1-2 �� 1Y-oP 2-3 TER A1N n/o ROCKERY WALL Q
a+ EXISTIN aXwms m
INFILTRATION TERRA! tY-0. mass IN;LTRATION TREN -�� Q'-CONTOUR- 25 INTERVAL lyj
TRENCH iY«cw 1 LONG, IV WI E,4'DEEP CONTOUR 5'INTERVAL Q
"If ELEV DATUM ELEV
a
ICI.00 '
.i�.00 -TOPEN DRAINAGE CHANNEL Q
L n/o GUTTER Z
o N h o ♦ m o o - - - CURBING Z
n N n o mn m n n n/o x 62.50 SPOT ELEVATION
c t Gs
£/P LMes ASPHALT PAVEMENT
0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 CONCRETE SURFACE S C3 uu
PROFILE L:: •. ''I n/a GRAVEL SURFACE "6v 0
a PROFILE STORM SEWER n/o SECTION LINE rAL
SITE SECTION B-B HORIZONTAL SCALE: 1" = 40' --- I/. SIXTEENTH LINE
_ HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" 10' --__ OTHER PROPERTY LINEExPIREs o� I3 01
VERTICAL SCALE: 1" 10' -- n/o RIGHT-OF-WAY LINE _ '
',° •� - General Requirements:
3
3 89'54'55" E 3
c� -Reduce impervious area to 40%of site
Reduce parking to 2 spaces per dwelling unit-
h
'o` S WE E T WA r E R -�•� ! ° \ 95 ¢ aQ 40 spaces minimum required• _40 ACRE L_ 47 spaces provided
1.
REHAB. •20 units optimum usage- 750sf average size
b A° t• AREA - �— a) 600 sf One-Bed Units
REHAB. '' ,.J I f 750 sf Two-Bed Units
00
AREA o\ 1 900 sf Three-Bed Units
M / � � 3
•' RE `"0 0 -General Purpose Building may be added
"o 'o •Buildings Iimited to 3000 sf max per floor
— 'b •� N
r
uildingg I o
1 RETENTION\ ._
` I POND ���• \ y0 '0 2 / 12.5 f min. setback from property line.
„ I \ p pe
Ln
v Buil inq B
e 4 Units- 1500 _ Site Usage
_ I Ruilc ing A-
LLL4 z
3 Units 3000 sf
/ Site Area 98706 sf 100.0
ow
6000 - --- ---' 10 Units ��3 4 Buildings _7ze& sf 7.6 %
Walks/Deck 3600 sf 3.6 %
9�9i 18.6 %
o x Paving 18402 s f
z SCP Total Imp.Area 29502 sf 29.8 %
If cover parking provided, it would not N
xY F increase impervious area
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O
S 89°56'58" E —� Job.2000-27 2-7-2001
,75.43 Schematic Site Plan Lan emackltd
Scale: 1" = 50 ft •�� g
esign consulting&support services
� 1115 wing point way ne
bambrize island,wa 98iio
Site plan data and information This preliminary is intended for discussion purposes only; 2o6.780.4145
provided by Michael Wnek. PE Site specific site plan issues need to be determined prior will@langemack.com
a to any design development,amending previous site development
plan.