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SEC. 14, TWP 23 N, R5E W.M. LEGEND
PAD= FINAL LOT GRADE AFTER TOPSOIL PLACEMENT
FF= FINISHED FLOOR ELEV.
I � .0 LOT NUMBER
I
TOP 39 0 �)
I - TOP 398.2 TOP 399.0 ~
TOE 394.0 <3 3) TOP 408.9 3 m
TOE 395.2 TOE 396.0 TOE 405.9 ) /--------- DAYLIGHT LINE
I Q TOP95.0 3) �(3 TOP 397.0 STD. KEYSTONE BLOCK (� TOP 413.8 o
I TOE 392.0 TOE 394.0 PROTECT TOP 399.2 TOP 408.8 TOE 412.8 / 420 FINISHED GRADE CONTOUR
\ TOE 396.2 3) WALL PER DET. THIS 3 TOP 407.8 3) I CC
EXIST. TREE < TOE 405.8 /
TOP .0 - SHEET TYP. TOE 404. TOP 412.7 c>
A _ i3 - - - ( ) PROTECT EXIST. TREES (3 I D �,7 I� - RD - PRIVATE SD SYSTEM
-TOE 392.0� - _ TOP 399.3 3) \ TOP 405.8 TOP 408.5 TOE 409. m
)o TOE 396.3 3) 3) \ TOP 411.0 TOP 412.0 - - - - STORM DRAINAGE PIPE
_- - TOE 402.8 TOE 405.5 (3 2.5)
- - v TOE 408.0 I TOE 409.5
- ------------- --- \
TYPE 1 CATCH BASIN
-- D4 ---- 40$----- -- --
o OP 393.0 3) p `�� � �� IT �. ��
n
TOE 392.0 ,�o� Q ?\ q , �� 412 4 - TYPE 2 CATCH BASIN
S
TOP 399.2 TOP 405.E 7
\ (3 TOP 412.E r I KEYSTONE BLOCK WALL (SEE DET. BELOW)
m _ TORS 6.0 TOP 397.0 `
(2 TOE 394.E (3 TOE 394.0 (3 TOE 396.2 TOP 402.5 TOE 402.E 3)
(2 5 OE 400.0 TOP 407.1 TOP 408.4 TOE 409.6 CURB RAMP ID. SEE DETAILED GRADES ON
TOP 397.0 (1 TOP 398.0 TOP 403.0 (3 To
404.1 (2'5 TOE 405.9 TOP 411.0 3) X
„r- '7,, A „ TOE 39 7. 0 (3 T) � TOE 408.0 SHT. C3.102
CP H
CONSULTANTS
Site Planning • Civil Engineering
Land Use Consulting • Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphconsultants.com
NO TES:
1. GRADING AROUND RETAINED TREES SHALL MEET TREE
PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101.
REt 1 .--
IKE1Prnmr= sTAeN LocK
r CI
rt1rm, OR EQUAIL
I
II
II
1 I
12' MIN. COMPACTED STRUCTURAL
BACK FILL ABOVE FAIN Col IAIN
4'
(MAX) $ °
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„ -'
_
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L1
GRANULAR STRUCTURE --,I
FILL; DENSE NATIVE SC AIL
F
12" MIN. COMPACTED 1�2" TO 1"
1'),NIIN) CLEAN CRUSHED ROCK NO FINES
}
I
f B"
4' 011>1IETER PERFORATED PVC
f
DRAIN PIPE TAN TO APPROVED
POINT OF DKWMRGE
COMPETENT NATIVE SCALS
OR STRUCTURAL FILL TO BE VERIFIED
6W CRUSHED ROCK LEVELING PAD
By fiEOTECHNICAL ENGINEER �f
811 X 1 811 X 216
STANDARD KEYSTONE BLOCK WALL
NOT TO SCh-E
►.��yre�►�yyri�yr�
SEISMIC DESIGN CRITERIA: 0.2g (HORIZ. ACCEL.)
STRUCTURAL DESIGN CRITERIA: 2015 IBC
IBC DESIGNATION OF
OCCUPANCY GROUP: R-3
SEE CALCULATIONS BY TERRA ASSOCIATES DATED JULY 24, 2018
0
- "ZONAL n. -
\X-
CONSTRUCTION RECORD DRAWING
THE AS -BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396112 RECORD ITH�RMATION CONTRACTORPROVIDED BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
N
0 30 60
PLAN IN FEET
CONSTRUCTION PERMIT SUBMITTAL_ PCE 2/20/17 JBS MEADOWVUE DATE.7/25/18
SURVEYED: `=,C.<_E
MITCH EVANS VERTICAL: NAVD ,sea TY O
1 WALL AND LOT GRADING REVISION AMS 7 25 18 JBS HORIZONTAL: NAD 1983/1991
DESIGNED: 1 "=30' � ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK:
Q ® 2 CONSTRUCTION RECORD DRAWINGS ACS 1/27/18 JBS JAMIE scHROEDEF � TO
DRAWN: �l \� PAGE:
4PETER EVANS ONE INCH DRAWING NO:
DATU M
CHECKEDJH AT FULL SCALE Planning/Building/Public works Dept. OVERALL GRADING PLAN C3.00
Know what s below.
N0. REVISION BY DATE APPR C NOT ONE INCH
Call before you dip. APPROVED:
SCALE ACCORDINGLY SHEET: OF
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