HomeMy WebLinkAboutR-408511HOOD FE
TO N(
VINYL FE
TO S(
6'H VI
FE
cPw*ote r r a
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
M
sr�
T
N O
0
rn
1 20 0 20 T
U
SCALE: 1' = 20'
DATUM
NAVD 88
APN 092305-9061
TRI C & L LTD PTSHP ROOF ELEv. LEGEND
=371.84' EXISTING BUILDING
- PARTIAL FOOTPRINT r� 5
° GATE rr rir rir rii r�rr� ROCKERY
CONCRETE CURB WHEELSTOP
s88'56' 4"E 7' // /--------- ---- - *� 334.00 PROPOSED F.G. ELEVATION
I / WE7L NDOW - TW 4 2
u &W 339 174.62' 334 ADA SYMBOL
I / rw 34 PROPOSED F.G. CONTOUR C5.
BW 31 S L 618 o T
C00 O / BW 333 / 338.90 1. COR `0 TW 342 - SAWCUT LINE 3 C)
o ADA LOADING
BW 339
/ ^� \ 338 0 338.4038.30 - _ SLOPE DIRECTION C5 C) APN 722780 1370 8 C) 33 90 9 PERRINE G� RETAINING WALL C5.7
3 REBAR CAP
M LS 4 1�
33 .10 I I 338 74 2'3 CORNER TREE PROTECTION Q
1
ri �r S8 °55'49E 145 6
33 . `3`36 GAT PARK BENCH rr r rr ASPHALT CONC. 2
\ 335 0 \ 3 (TYP.) _ SEE NOTE 5 J
_ 6 R - PAVEMENT C5.7
I _riE ALL_
\ \ / rrr riirrrrrmiiirrrrmniii
336. 0 TW 341 HEATPUMP
R25\ j 336.90� kvBW339335.90k r
° CEM CONIC WALK C5.7
\
t/ Fc s wrr
�� \ ° oriiiiriiiriiii� 336.00 6
5' 2 3 .40 CEM CONIC PAVEMENT C5.7
8.3% MAX. I 80- 375
o I 33647 336 3�� 7 LI o 1 33 RENTON I A ORITY 3
33 .4 THE 1 F o POROUS ASPHALT
22.83 2 .17- �340 � ° ���- �'•••'•'�•• -
2.0 45.0 ' N89' 58 31.1 ° `^' o HE NW /R 5 B.MAx. g o '%� `.::'= '-:;• PAVEMENT C5.7
c,� PLAYGROUND
6.47 _ -
00 .52 TW 33 �� � - 0 • a
Q:t335. 4 W 33 w 33 .92 �\ NOTES N
� m 35. TW 33 � 338.30 5 " .' �\v a °a ° � T
338 7 riii ,
� W 335. 339 339.92 N �� 1. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT. O
.40 u \ 3380 3 5 I� 339 33 . 7 - ° A \v G 342. 2 rr O
/ pK TW 340 �, 5% AX. 2. COORDINATE WORK WITH ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL DRAWINGS.
TW 33 2 BW 337.5 W 4201 .98 3 3.2 0
I I BW 335. °,� se--_ EX) a` 3 3. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFO. nG T
Q - (E 4. SEE SHEET C1 FOR GENERAL NOTES. L.L ^�
14.00 %% 5 34 (EX) 10 P ° � _
AP 0 ^� I�:.`�.: Gj 5. SEE SHEET L1.3, LANDSCAPE PAVING PLAN, FOR ASPHALT PAVEMENT TEXTURE DETAILS. W
RE TO HO IIN I THO ITY A�/ w LOT L1I E1S�
R25 i � 342.15 d 3 .80 75
(TYP) ° ° 342 GRADING NOTES
/ 336.50 I o z
33.90 3 .50
I I I I O 333.90 3 4.90e 17
6.8 : r::: t ?.: ''' '= ND A A PA 1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH O
I III C43CJ
.;_';.�.:- ' •�•:' .` FTHE OR THIQSUIPREMENTS RO ECT. AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED
335. o I 20 FI r ,
I ACCESS TYP)
336.9 I Y a ��� �. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL
SPHALT FZT21�8Z7 .'>. ''.- " "'"' 3t SURFACING MATERIALS.
I
333.65 3 4.50I P MWO gouSI6 H NC E o \ 3. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. FINE GRADE AREAS L�
2: MAX P) \ \ \ \ �� 3 3.60 '4 I :![. I Q I (E) 343.28 TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES.
�ti /V6g• 33 50 If
E 4. WALKWAYS SHALL HAVE MAXIMUM LONGITUDINAL SLOPE OF 5% AND MAXIMUM CROSS SLOPE
.,,.�NCR�TE (�1RB (TYP � Z
U - I \ OF 2%.
4
15 WIDE0,V O
" CESS CURB 3391I I
E 1 1 I / II I 5. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A WASHINGTON DEPARTMENT OF
TRANSPORTATION APPROVED SOURCE. SUBMIT CERTIFICATE 14 DAYS PRIOR TO U
.. 334.90 4' 4 Fi�� RRA VMJL I 1 MATCF� EX RADE (TY
335.90 W TINU X AG7
EROOF ECONSTRUCTION.
34.40 E:5 6� I
9S
MI
\ ^ -
I \ w 3 7.90 , �I::. :: :^.: °p ° F:F EARTHWORK (AGENCY REVIEW ONLY) U
6 CS C GRAVEL 2 \ \ w �9 \ ...
MAINTE ANCE DRIVE 332.5 38 Y O °a APPROX QUANTITIES: FILL 1800 CY
.50 8.0o FILL VARIES 0-5 FT HIGH
/ I \ \3S' �� 1 E LANE NO P,
" z ' CONTRACTOR SHALL PROVIDE LOCATION OF ORIGINAL OF ALL FILL SOIL AND LOCATION OF SOIL
Y \ \ .50� N fdO- S v ALA 8, , -
�j0 _ REMOVED FROM THE SITE (SEE NOTE 5 GRADING NOTE)
\ \ FO N g C FIRE LANE NO ARKING - -� w w - w
1 / S #4 4 8 .1\ �. FIRE w- w
I \\i�2 l / 4 0 1.26' ENO PARKIN l )
:.$ o 3 3 / �3 OF 0 NER SITE AREAS AGENCY REVIEW ONLY
\IN LINK FENCE •o � N83°55'49"w 127 36' rrr
4CARPO PHASE 1 (EASTERN HOMESTEAD TOWNHOME DEVELOPMENT) - 31,187 SF
CD
- Y' APN 722780-1385
328.00 - - - x - - X X - X VISSER 11 SEE UTILITY PLANS FOR ADDITIONAL PROPOSED UTILITY EASEMENTS.
EXIrrr 'i P�rrrri �rr�
STING �i
GARAGE FOUND REBAR &CAP � EXISTING H (%)
APN 092305-9161 PARTIAL SSM LS #4LINE 43618 PARTIAL F00
FOOTPRINT IFON SOUTH LINE 1_LI
dSIEH INVESTMENTS
-408511
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
INTAKE
1/2/20
SURVEYED:
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
INTAKE
12 19 19
DESIGNED:
MB
CIVIL CONSTRUCTION PERMIT RESUBMITTAL INTAKE
11/14/19
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
SCREEN
11/8/19
DRAWN' MB
CIVIL
CONSTRUCTION
PERMIT
SUBMITTAL
8/1/19
CHECKED: PA
NO.
REVISION
BY
DATE
APPR
I APPROVED:
1.1'W OF CORNER
of
0
I
SCALE:
1"=20' HORIZONTAL: VERTICAL: NAVD CITY O E
NAD 1983/1B3/1991
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10
2
DEVELOPMENT ENGINEERING z
Nathan Janders 01 /03/2020 O
W
WILLOWCREST TOWNHOMES DATE:7/29/19 U
E D M O N D S AVE NE, RENTON, WA FIELDBOOK:
PAGE: O
DRAWING N� � . O
PAVING AND GRADING PLAN `-
SHEET: OF:
12 35