HomeMy WebLinkAboutzR-2321Set3
WL&
1
SET IR/CAP _\
IN
�A
N
AS
EXIST. GRAVEL DRIVE
270.92'
4' CHM LMK FENCE,
PER APN'A S%
(A HANDRAIL CAN
9E SUBSTITUTED) t
9'r•-1" ■ 0.5ox
P
7 W
TAPER ASPHALT tROM
50' NORTH OF PROPERTY LINE
�I
CONTROL MANHOLE
TYPE N. 54' wAOCKING LID
RIM = 462.50
+ D.F. = 459.50
I INV = 456.30
1
442
d
I
l
4'�6
5
C-35"
REM POMD VOLUME . 2.313 C.F.
I CONCRETE RETAILING HALL
�•- �
SUPPLIED VOLLIME 2,382 C-F.
i
$
1��
'
. 0.05%
910SMIALEAA
1
y
II
BQTTOIDTH = 5' MIN.
11
12
� 1
4
f I 6' ME EMERGENCY
c - 2 4 ^
OVERFLQN WEIR
-SEE DETAIL
26• EASEMEII
FOR UTIIJTIES
VEHHEMEIC LAY
i
CRP TYPE I
2ASPHALIT.
�
4 GRAVM
SCALE T" 20'
5TA 2+41.67
I� { Lom vt
TYPE I Q � _RIM � {S
SETA I 1 +04 z IV = � 4'36.7'1
RIM ■■ 462.25 TRASHRACK INV = 456.32
Ca 1t I $ INV = 4'58.34 .
STj0.17 SD E LEGEND
RIM = 467.45 /O.SOR CURB CUT, TYP. «�
INV = 464.50 ! -?
Amm -SEE STD DETAIL NO. FD06 WATER VALVE
e
RETAMMI' �4 r I WATER RISER
■ - WALL
CURB CUT. TYP "f -- CATCH BASIN
fiCN*r. - „ . �«xr } s w
` _ FIRE HYDRANT
25'-12' 0 1ik PAVING.
- BOLLARD
AVIHC' j.
2Cr PAVING _ "" �* •
Cep TYPE II 4150 _
MAIL BOX
5TA 0+25 -5 ;�. ---
175 f T �� R
RIM = 4a7.54 SDi 3.03x x - �._ \ i DECIDUOUS:
144'�•1r , 17L - Ex INVm454.97
INV = 462.D0 . D_r TYPE I - FIR
I Y �■ 4�'5a. 70 1 A 2+00. W/9Q{JD LID
= 460.70 . JUNCT04 a 0.807E E]OST. Ca
�,
W>r rt 456.70 Boxg �ADJUST RIM TO a,� APPLE
. - MATCH NEW
6[I'■ Ir SD I \V = 45a.00 EXIST[�= PAVING
41 3.33M �2 �+ VEitIFY PRIOR TO
IW-60 ADS ROOF x COP I POND CONSTRUCTION)
[��■ J DRAIL 0 1'X MfN. EXIST, 5TA 02
'PI - .] (T{P ] SHED ATCH Si1DEMiA=.K) r
I 1 V 456.T6 � � � GRAVEL
47� A i VEL
DRIVE
I 10 8
x �
,,3' 6 x� x ' 2 S BOX MAI
t fr'y
RACK. SEE DETAIL
f
' rx ,so
; I RIM = 46a.OD T0T. C C. Aa s 0 BE R DJC VF_
DRAM ■ 1.00% MIN.
ALL STORM P1PE (5D)
E 14r +`- E7f1fND ]9ST CULVERT ; SHALL 9E ADS N-12
AS ❑ OR EQUAL
IEF�E1d
3 }.,
x
r �c 24 #
Y7
8 If
Y / i +
C.D. HEp ,!3" I
5 @M M fNV=459.DO A- . r 24 EX1ST. Ca
c RACK. DETAIL
. 4ft - � � (AD.A15T RIM lU
P MATCH NEW PAMNG)
I
w
2
R,
412
sin a'03' w
s \ CaNC. AB
A + CURd CUT ! EXIST. � x
GRAVEL DRIVE
I
EYISTING HOUSE
13PE
16' A- 4" I _� 14' �� R* GT r
CUP* CUT. TV. � ` �'lf1OV►L pm1]I>�
� s�.sra DETAIL � �
2 MCBP rmE I Wa
RACK. SEE DETAIL s�0 R~ - �.� RAMP REM E t NEST PIPE 7
(MANN PAMIIII PER CITY w 211 ? SD ■ D.50%
INV - 46&w SIf3. DETAIL Do's
Na TI'tICJIL) I
- N $aia'03" w PREPARED By
GRAVEL 2�o.se' F]oST
" L DRIVE RER.A= ST CUIIS +
~- =--� E� Baima & Holmberg Inc.
: �2 " NEW INV=463.7D (W
1"7-
.a
URLI ETC. A51 s 1I c, N z IC 1 3 A 3 D a v z T 0 R 3
s + EXIST- 12' RCP w Ek 6"AC REM, (TYP-)
m >rs mrrrr ■o ! mmvum row■ wII;t emw moo roc - �
16' fi0 BE aE+uOdEi w- --_ - - - -- - 0A
CITY OF RENTON ���G�p�''A
3M.00' f I D3CPAFt71A3CWT v!' pUBLJC W0ROC3
-EXIST. �1T. E. J T STREET ■
ASPHALT S. VNE E]F Illr 1 /4. SW 1 J4. HE 1 /4 OF SEC 10, T 23 N. R S E �A �
SCOTT GLEN �
GRADING & DRAINAGE PLAN
a m" MR �111111 m Cm TA1aA*e ■1'!'rr/tid 11>Zi "CL A-7La
R m CITY 1 11 emw •m »-8-96 Mama
m CRT IIIIIIIIIIIIIIIIaw AV iJR W -17-/6 lc�
a. a� !T wm VA a Ate" >�T 2 �I 9
Ff-1V- 71