HomeMy WebLinkAboutR-404401O
Nt
r
0
LLI
law
r - - n • / _ w . . . era ra �_�_��.�
O ♦ q\\ •FAR
' r it \ ����
.• /Afiff
�1��•weeeL�ae�►,sQ55�Op
' -
� • Ilp
raw
428
SE
-\ lSIL= 0.075
IF
--_ ,■ cis' 'rI I ► i
FRI
I y
/ r / of
'3 210 / ' S 88*18'04" E 1 63'
"
Ln 3 4 I -0a
N 1200 I` •s
1 ,
• i a 2ND 468.0 ;
1 ST 459.0
B 450.0 P
Is P4&mtWAwT /
THE ORIGINAL CONSTRUC ON DRAWINGS HAVE BEEN
\ I INFORMATION SUPPLIED BYE / 453.0 453.0
_ � •• � REVISED TO INCORPORATE, I -
- - - - CB40 ALPHA DEVELOPMENT CORPORATION 10015 - 19TH - - - - -1. _ _ _ 7 1-45,3
AVE E, TACOMA, WA 98445 ON 07/31/99 PERTAINING TO - _
THE UTILITY IMPROVEMENT AS THEY WERE CONSTRUCTED.
1 , IT
100
o /
� � / 0
PLAY, A\ I
®10
1 47
<
TOP 438.0
-435.00 \ BOT 438.0 '- l / O
\ TOP 438.5
Ln
C0 /
BOT 435.0
o
463.0
438.0, . - 438.77 10
/ , !
/►'jr
�
r 1 f I I I 2ND 4`
53.5 I �- \ '�3`I 463.0
i 1 1 ST 444.5 I I =
/� B 435.5 c OUTDO
1 F I /i
1 -
S
IL POO o
TOP 438.0
0 / BOT 434.5
2ND 47&0
'1ST 469.0�
460.0
TOP 440.0
- - - - - - - _ - �Q 4•�' S k BOT 440.0 OII
O O - - -
ZO / N A0
- - - - - -- -- - - - -
'0 I fiLOI ' W - _- -
w 1000 - - - - -- - - - 1 �' - t - - - - -
- -'� - - - - - 00
TIE TO EX STMH
EX. SIDEWAL----- / - ------ - - -- -- - -
/
- -�-- L-i_
- -- ---- ---------- _- - --- -IMP
�,i'A"ALK
43t 1
x yw
\ REPLAC EXIST. DRIVEWAY ►� , -
j' Willi CONCRETE - X CB#4'
SIDEWALK. / I l
REPLACE EXIST. REPI�iCE EXIST.! /
DRIVEWAY CUTS WITH / SIDEWALK. WITH NEW / \
/ CONCRETE SIDEWALK. / DPIVE ENTRANCE / REPLACE EXIST. I %
S.E.(PETROVITSKY;
176TH ST. RD.) DRIVEWAY CUTS WITH /
- l REPLACE EXIST.-
--._ _ ------ - --- RETE WALK
----- - - - EXIST. -
CONCRETE SIDE /
LLJ--- - - % DRIVEWAY CUTS WITH
-- - - - -- CONCRETE SIDEWALK,' f--
I r - _
EX. �MH
RIM=436.19
- _
IE=426.79
--�
E WAL CORRECTED PLAN
I
N '
LANDSCAPE STEPS
VERTICAL DATUM:
K.C.A.S.
- NGVD 1929
VERTICAL DATUM: K.C.A.S. - NGVD 1929
SEE LANDSCAPE PLANS FOR DETAILS
APPROVED:
BENCHMARK #1:
BENCHMARK #2:
NOTE:
GRAPHIC SCALE
RAILROAD SPIKE
0.6'
UP
FROM SOUTH BASE OF TELEPHONE GUY
RAILROAD SPIKE 1.0 UP FROM NORTH BASE POWER POLE AT THE
SEE SHEET C2.7 FOR
20 0 '° 20
POLE, 13.5' NORTH &
4'
EAST OF SE BOUNDARY CORNER "LAND
WEST BOUNDARY LINE LAND POWER PARCEL AT THE SE END OF
CATCH BASIN TOP OF
POWER PARCEL"
& f
40'
NORTH OF NORTH BACK CONCRETE
THE CUL-DE-SAC AT EAST END SE 173RD STREET.
GRATE, AND INVERT
WALK AT NORTH
SIDE
OF
PETROVISKY RD. (S.E. 176TH ST.)
ELEV. = 425.00
ELEVATIONS.
( IN FEET )
1. inch = 20 tt.
ELEV. = 432.51
CALL 48 HOURS BEFORE YOU DIG
1- 800- 424- 5555
DCI'AM-
DATO
CONVERSANO
INC.
Consulting E&&eers
610 Yerket Street, Suite 200
Errkland, Wmbington 98033-5451
(206) 827-2236 FAX No. (206) 827-8986
2722 Colby Avenue, Suite 717
Everett, Washington 98201-3527
(206) 252-0454 FAX No. (206) 252-1699
X
W
Z �
Q
0 0�
V
Z ZU
W�
0 �Z
C� W
cy. �
Q
EL
�Q o
3 �b
t�G/STER
,fsfONAL E�G�
EXPIRES 10/31/01
SIGNATURE
REVISIONS
J0B NU11BER _._____ 95229.80
DESIGN WGC
DRDRAWN_. Cm _.
REVIE'VED - ABS
DATE- -_--__V >l 97
SCALE. 1' _ 20*
- -- --
PLOT SCALE
SHEET TITLE
CIVIL
GRADING & DRAINAGE
PLAN
SHEET N0.
�2 61
R-440401