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ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
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SCALE: 1 " = 20'
DATUM
NAVD 88
APN 092305-9061
TRI C & L LTD PTSHP ROOF ELEV. LEGEND
=371.84' EXISTING BUILDING
- PARTIAL FOOTPRINT 5
° GATE rr rir rii rir r� ROCKERY
CONCRETE CURB o WHEELSTOP
S883_56' 4"E . 7' ----------------- �-- 334.00 PROPOSED F.G. ELEVATION
/ NDOW 4 2
wE7L BW 339 174.62' 334 ADA SYMBOL
TWJ34 U 8, CAPPROPOSED F.G. CONTOURBW1 L 618 cTW 335 T
BW 333 338.90 RT
1 R Q0 TW 342 - SAWCUT LINE 3 ADA LOADING C)BW 339
I � \ 338 0 339338.29338.30 _ SLOPE DIRECTION C5. C) APN 722780-1370 8 C)
33 PERRINE C RETAINING WALL
� 33.90 90 REBAR CAP
TC 333.0 I I `3 ? M LS 4 1� T
C 332.55 I 74 2 3 TREE PROTECTION Q
33 .10 0 CORNER
B 332.45 .1 it �� S8 °55'49 "145 E
TW 332.5 �36 ` p/ TW 3 GAT PARK BENCH r 6 ' ASPHALT CONC.
335 5 2 J
BW 32.0 1 - ` (TYP.) _-_ PAVEMENT C5 7 SEE NOTE 5
BW 33 .o \ ` 33 .15 I �r� 6r/R•R_TIE WALL_
I/ TW 341 rrrrrriiirrrnnniii
331.0 R25\ \ 336.90 FF33 j 0 BW 339 HEAT MPrr
336.52 °'a 1
TW 332.5 BW 336.00 335.90� OCKERY (TYP) ° . ° CEM CONC WALK C5.7
BW 330. 1011, \ i z
TC 332.73 W c �- � / 336.47
.23 c� 33336. TW .40 6 0 lriii iiiii� 4 0
� � 2,,. 336.00 3 .40
330.50 PO 25' TW 336. CEM CONC PAVEMENT rrnn
TW 336.5 BW 335. CONC AIN] g0- 375 C5.7 VJ
5.50 36.00 TW 338.
336. 2 WAL ND RAILIN
33647 B337 E LIE 0 T 1 .0 ffNTON I A ORITY ; -�_. >
TW 3 .5 332.40 0 22.83' 2 .1 /�� TH F TR 38 3 5 o PE PLAN POROUS ASPHALT 3
W 33 .0 BW 33 .52 Y36 1( ° /T :• ", '
33 0 45.0 N89' 58 31.1 W 4 RF 4 LSK-01 9 rrr - �:= ; PAVEMENT C5 7 W
TC 32.50 � W 3 80 335.47 � 337.0ofi9qPLAYGROUND
rim
BW 337.0 TW 33 .92
° / V 5436.52 MAX. P 8.3% MAX. BW 33 .50 • VERTIC U WIT Al N a° NOTES
YP) BC 2.02 V I + �3 .50 3 8.0 33 .92 �- (V
fTl \ BW 3 7.9 33 ,27, 338.30 5 0 .' P F�li� H °° ° T
336.90 338.3 riii C
333.40 TW 7.0 39.92 ° �\ EW GRA ES 1. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT. G
332.90 BW 33s.5 33s.9 \`� G
/ \ 338.10 33 . 7 342. 2 „ O
2. COORDINATE WORK WITH ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL DRAWINGS.
TW 340.0 .q � 5% AX. °.
? TW 338.0 BW 337.5 W 42.9 3 3.2 a
C 333.E BW 33 0 / 335.5 6 ` 42.ss 3. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFO. T BW 335.
TC 333.40 uj
C 333. \ ) 3 3. ^ .
C p�32.9 ?� �o ® (E 4. SEE SHEET C1 FOR GENERAL NOTES.
� O �
34 Ex°•'• 3 5. SEE SHEET L1.3, LANDSCAPE PAVING PLAN, FOR ASPHALT PAVEMENT TEXTURE DETAILS.
A P 0 TC 3. 'S ( )
RE TO HOSIIN THO ITY ^"4 0 3 1 LOT L 3 .80 Tw 344.0
I I Yr R25 I / \ 33632 I� (TYP) 2.15 342.75 GRADING NOTES 0
I t173 .50 ...�;:.- s• _ ' _ 6. 2 A P
I I / 333.90 33.9017
3 4.903 s.a • r. = ° ' 1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH
I < / wC43 I '' =` '' '' THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED z
20 As FOR THIS PROJECT.
I 335. 0 ";'' •s ; 3`'
.90 / I ACCESS TYP) �'
I: I 336.9 o 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING PLACEMENT OF ALL
/ SURFACING MATERIALS.
SPHALII 3t
\' q U
3 4.50I o P ���0 OUS(�'4'�I, ,,.• .� •• .ti ::.. 6 H, . 0 .
d� 333.65 NCE 3. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. FINE GRADE AREAS
TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES.
2: MAX P) \ \ �\ � nlj• I )�v� ' 10 (E) 6 7 (E) 343.28 E
,
N6 . o3 33 50 " '"'` i F 4. WALKWAYS SHALL HAVE MAXIMUM LONGITUDINAL SLOPE OF 5% AND MAXIMUM CROSS SLOPE L
I bNCRETE MRB (TYP OF 2%. rrr^^
15 WIDE Q,w 4'ty I I v!
' ECESS CURB '` .: .. 339.10 .I I I 5. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A WASHINGTON DEPARTMENT OF z
334.90 ILT RA EX ARE TRANSPORTATION APPROVED SOURCE. SUBMIT CERTIFICATE 14 DAYS PRIOR TO
•'••'•b .•.':•• • I � 4' 4 FRVMJL � ''-.1 MATCFII RTY
335.90 W/ TINU X AE `\ IROOF E CONSTRUCTION. 0
34.40 T E.S 69; ►' I I \ F
:•
p�N
/ 6 IE 0mi
�s
C t
1 334.5 3 7.90 337.90 s D , °' EARTHWORK (AGENCY REVIEW ONLY) J
f F:F,=
6" CS C GRAVEL N 1 I 33 90 w\
MAINTE ANCE DRIVE w �9
:4• O�
cp a APPROX QUANTITIES: FILL 1800 CY
5so / Q �- ,3 , I E FILL VARIES 0-5 FT HIGH U
38.00 S LANE NO P
•90 ROUS 9� ALT 18 _ CONTRACTOR SHALL PROVIDE LOCATION OF ORIGINAL OF ALL FILL SOIL AND LOCATION OF SOIL
CL NO w\0w w _ _ REMOVED FROM THE SITE (SEE NOTE 5 GRADING NOTE)
Fg §bo EBA C FIRE LANE ARKING w
O M S 4 8 .1` �. FIRE w- w
o I\ \� co 1.26\ ENO PARKIN SITE AREAS (AGENCY REVIEW ONLY)
SIN LINK FENCE O 3 CD�/ 12
N83°55'49"7.36'
�r`.: \ o d.° PHASE 1 (EASTERN HOMESTEAD TOWNHOME DEVELOPMENT) - 31,187 SF
APN 722780-1385�ARP°I
328.00 - - - x - - X x _x SEE UTILITY PLANS FOR ADDITIONAL PROPOSED UTILITY EASEMENTS.
VI S S E R �rrrrri
EXISTING
GARAGE FOUND REBAR &CAP r EXISTING H li A A n G n n Cl)
APN 092305-9161 PARTIAL SSM LS #43612, 43618
dSIEH INVESTMENTS FOOTPRINT ON SOUTH LINE
2 DO
RECORD DRAWINGS
REVISION
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
1.1'W OF CORNER
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
SCALE:
1"=20' VERTICAL
HORIZONTAL- NAVD CITY 0 F
IZONTAL• NAD 1983/183/1991
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
n'f-FVOJJJ I �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS O
>z
O
cn
W
WILLOWCREST TOWNHOMES DAM 7/29/19 U
EDMONDS AVE NE, RENTON, WA FIELDBDDK:
PAGE: O
DRAWING NO:
PAVING AND GRADING PLAN C3.0 J
SHEET: OF:
12 35