HomeMy WebLinkAboutTED4001884.1'7 i
EXIST HOUSE
N 88° 44' 20"E 120.00'
PROPERTY LINE -- 5.00' LANDSCAPED STRIP 6,0O HIGH BARRIER -`
r - -
ONE HOUR WALL ..JN,�T. BLDG. SETBACK LINE-t?21'0' CURB FACE 2.00' OFF E3SBL + 22.80
r----- --- ------.----- - - --L=
1 +21.60 + DI.IMPSTER
� t 21.40 a�Ea
4.00 TWaPAvF E�
4.00' S/W COMPAC"
i LANDING 12.50' 9.00' 9.00' 9.00' 9.00' - 9.00' 8. 5q-.I
tPARKING
a ��/ j ��,� 20.00
16-00
LLJ I N � � --
I
g PROPOSED DENTAL OFFICE O z� L
W/FF EL= 23.80' =M ASPHALT PAVING
`r FIRST FLOOR = I'S.F 21.30' CLASS B COMPACTED DEPTH MIN. +21.80'
-SECOND FLOOR= 555 S.F FJR 23.72' OVER CRUSHED SURFACING P
MECH. AND STORAGE + F2' bMPACTED MINDEP`fH
LIMIT OF PARKING
LANDING 23.72'DETENTION ORES
- %
ROOF AND FOUNDATION t MH 54' 24.21' TO FACE
DRAIN TO EMPTY INTO CONTROL DEVICE SEE AIL 4 SHEc 2 of CU
M-H-- TW EL 21 39
1 9.00,
1 60
' +21.40
BSBL s
IIFH 10.00' LANDSCAPEDtSTRIP
1
SD MH O11 V PP
•
__RIM =, 20.11
I.E�?, OCONC. IN N.=14.6 PROPOSED SIDEWALK8� ,
!.E.�2' CN� P N.W.= 16.26 �I o CB CURB LOCATION (14 )12
I.E.24':0?_ ?NC W. 15.43 I 1 RIM.=19.0
.E.0C.�_�00---II-
E 60 S. 1788�-- ------- 3.00'
1.E.12 0 CON C.S= 15_'-1�4
S-
DMH
6.pp'-
I I RIM=20.1'
I -t- 20.C10
+ 20.40'
SDM-- i i �I
RIM = 2044 ly
I.E. 24' CMP E.=15.89'-
L E. 12' CONC. I\L =15.54'-
I.E . 18 " " S.W. = 15.40' - - - - - - - -
I.E.24" " W.=15.40'-"TAP INTO
I.E RCP N.E=1g 60
(NLW) _ _EXIST. SDMH
�- ---- -- -- - _
W
19.42'+
ro
WM
EXIST
CURB
H
EXIST.
SIDEWALK
13
O
O
M
0
31.00'
OVERFLOW
SWALE
+ 20.50
G2
RIM- = 20 30
4.00' S/W I.E. = 17.50
,
ORIFICE EL= I (.00"
SIZE= 3/4"0 LOW +21.80'
BOTTOM OF. - - - -
CURB 20.80
EL --21.39 - - _ -
TOP ELEV.OF 4.00' W/ 1:8 SLOPE CURB I", 83'WIDE
EXTRUDED CURB=21.30 AT BASE
SILT FENCE(TYP)
05')I8'0 RCP S=.2% 50'
N 88" 44 40 E--120.02 - =t
5 00'
•SSMH
RIM = 21.08'
I.E. S IN= 17.83'
I.E. N OUT=17.76'
+21.501
n
SPIGCIT END /
NOTES:
1. SHEAR GATE SHALL BE
v
A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC
FDY . STD. OR EQUAL. OR
B. SHEAR GATE ALUMINUM OR CAST IRON, DRAINAGE
SPECIALTIES (SAVANNAH, GA) STD. OR EQUAL,.
2. GATE SHALL. BE 8" DIAM. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALI, BE JOINED TO TEE SECTION BY BOLTING
(THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: AS SPECIFIED BY MFR. WITII HANDLE
EXTENDING TO WITHIN ONE FOOT OF COVER AND
ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER
HANDHOLD.
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
1988 STANDAkD SPECIFICATION'S FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION (WSDOT & APWA) AND
CITY OF RENTON STANDARDS.
FROP T SHEAR GATE DETAIL �
CB P-2 (TYPE I ) N.T.S .
RI = - - -
' - t062+
>� I.E. IN=17.20 .50
p' LE. OUT=17.00' --�
30.00 TO EX . 9.00'
ROPOSED 5.00' SIDEWALK OF R040 EXIST. 4.00' SIDEWALK20,�-
-----
I.E. EX, 21 CMP =16 18 so' -
S. 7 TH STREET
EXIST
EDGE OF
PVMT. -
+-21.40'
-t-21.40 ^
+21.20
EXIST
BLDG.
-- - ------ - - - -- - - -- ---- SDM H
�----- RIM=PLAN OFDONNEL�Y OFFICE SIT I.E. 21"CMP IN = 16.47'
SCf LE; 1 I I.E. I ZC ON C. IN = 16.29'
I.E.21 CMP OUT= 16.57'
P AND R/W LINE
%it-r-%rn ^ui rWun, r
{
16 (1�t6RCP(a 4.4 °Io .��jG�vP� �'�pp
15.50'i P�1rcl
PROFILE OF P S ED PROPOSED STORM MH ( TYPE 2 48"0)
DRAIN LINE 14.18 ` RIM = 20.45 -�--�
.A iEIN N. = 16.38
.L 1EtN E. = 16.t8 T.... _
SCALE H OR) Z . III=101
II I IE OUT W = 16.17'
VERT. 1 = 2
PROFILE OF PROPOSED DRAIN LINE'
12 ► _
-E- 00 SCALE: HORIZ. , 1 „= 4;
VERT. - I z 2
y
DONN ELLY DENTAL OFFICE
k
f '
C+00
0+ 50
^
`�MLO-JU_STORM DRAINAGE , GRADING , AND PLAN 8� PROFILE
INAHE N G MCA. � I
o rr km
OR ! LLY
F MICHAE _ DONNE OF
231 SO, L` TH PL. RENTON, WA., 98055 (206) 271- 8644
"FAC:4v``RIA EAST' SUITE 101 q 12826 S.E. 4�Oth LANE� � ,�' � b^i
y JOB NO. 7041 REVISIONS _ ..
BELIEYUE, WA. 888 a TELEPHONE (Zt18�841-5810 DRAWN
L+�2/29/88 MOVE BLDG. 9S ' PER THE CITY OF RENT N Y
EUGENE C. SPROUT CHECKED ECS 5/24/88
RE 8 L8 9690 DATE 2/ 17/ 88
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