HomeMy WebLinkAboutTED4003447.3NW 1/4 OF SEC. 15, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
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EX. GRADE A
y� 5'
EX. CONIC. --� ` EX. GRADE
RETAINING
WALL i � �p�'
----J 1 IL
4-1 NEW BLDG
r-NEW CURB
NEW CURB
E
NEWA.C. W/ GUTTER
\PLANTER
PAVING SLOPE
CONTRACTOR SHALL VERIFY --j
DEPTH OF EX, CONCRETE
WALL DUE TO NEW
EXCAVATION. 12" MIN. REQ'D
ABOVE BOTTOM OF FOOTING.
(2)1 SECTION - WEST PROPERTY LINE GRADES
SCALE: N.T.S.
GRAPHIC SCALE
20 0 10 20 40
BO
b.
g �
� oR 1z-
$3 BAR JACH CORNER
18* MIN
10OP
_ ONE 93 BAR HOOP FOR S'
TWO Ri BAR HOOPS FOR 12'
RECTANGULAR ADJUSTMENT SECTION
PRECAST BASE SECTION
NOTES
1, AS AN ACCEPTABLE ALTERNATE TO REBAR WIRE MESH HAVING A MINIMUM
AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL
NOT BE PLACED IN KNOCKOUTS.
2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 2(r KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 7 MINIMUM TO 15" MAXIMUM. PROVIDE
A 1 S MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF
THE PIPE- AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SKA1.L
BE IT
4, FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO
ADJUSTMENT SECTION
-
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS
MAY BE SLOPED AT A RATE OF 124 OR STEEPER.
8. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION.
F--- ---
PIPE ALLOWANCES
MAXIMUM
PIPE MVITERIAL
Wsm
DIAMETER
REINIFORCED OR
tY
PLAIN CONCRETE
ALL METAL PIPE
16'
CPSSP *
1S
(STD. SPEC. 94z-,q
SOLID WALL PVC
15'
(STD. SPEC. s-05.12(1))
PROFILE WALL PVC
(STD. SPEC. B-05.T2(2))
� a rWr
�✓JONAL V
I.E1tP'i1F5 ARY l 20&
* CORRUGATED POLYETHYLENE
CATCH BASIN TYPE 1
STORM SEWER PIPE
STANDARD VLM LI
9EET I OF t L@T
FOR ft�AWrAWMN
J
lf�vld J�PNEnr/Ys0 07-Si-09
_
__._
ADOPTED
OF RENTON
CITY
9'
STANDARD PLANS
Q
LAST DATE: 0712112003
SP PAGE B012
LEGEND
EXISTING
--8„- -
--12 DD--
Rdwr34y7o.3
- -a- iJAL W..,L W-4 .il v .L tl ►.11 Z 4 A t G �I L��'-j6 S y,� 91 � Ot A D rnV J n = 201 HORIZONTAL NAD 1983/1991 :� _ CITY OF
f G• Y DESIGNED: �� 1 �-
PF DESIGN GROUP, INC. 2 CKE COMMENTS PAD 4 14 08 PAD RENTON
1 REVISE PER CITY COMMENTS PAD 3 24 08 PAD DRPW"`
CIVIL ENGINEERING &LANDSCAPE ARCHITECTURE '��g,�tF9 PAD I ONE INCH DATUM
PERMIT SUBMITTAL PAD 2 8 08 PAD CHECKED: AT
5212 37th Avenue SW Seattle WA 98126�OfVAL 4/14/08 TDG JOB# PAD FULL SCALE
IF NOT Planning/Building/Public Works Dept.
ONE INCH
phone 206.923.0590 fax 206.923.3507 email off ice®terraformadesigngroup.com EIS 6�1r100B 07029 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
rJ:496M
CONCRETE
CONC. BLOCK WALL
PROPERTY LINE
R.O.W. CENTERLINE
EASEMENT
'100 GRADING CONTOUR
9� SPOT ELEVATION
- - — - SWALE
- - - - - - GRADE BREAK
WATER MAIN
SEWER MAIN
12 D STORM DRAIN
FIRE HYDRANT
WATER
METER
GATE VALVE
SEWER
MANHOLE
■
STORM
CB
�■
STORM
MANHOLE
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS
SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK.
EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR
SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF
ANY DISCREPANCIES BEFORE COMMENCING WORK.
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
CONFIRM EXISTING UTILITY AND GRADE INFORMATION.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
DATE:
CARL'S J R- H I LLCREST SQUARE 1 /15/08
for FIELDBOOK:
CARL KARCHER ENTERPRISES, INC. PAGE:
DRAWING N0:
4525 NE 4th Street, Renton, WA 98059 C 1 -3-
GRADING & DRAINAGE PLAN [SHEET: OF: 6