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WM
20.51 ❑
20.16' WM
1
V).97'
EXIST.
SIDEWALK
EXIST HOUSE
N88 04420 "E 120.00' '
PROPERTY LINE 5.00' LANDSCAPED STRIP 6.00HIGH BARRIER
ONE HOUR WALL CONST. BLDG. SETBACK LINE- - 12210
r 35.00' +ZL60
+21.40 4.00'
TW B FAVE. EL=
4 00 S/W
6 -0" 12.50 9.00
- LANDING
3
0/
a�
CURB FACE 2.00'OFF SSBL + 22.80
t DUMPSTER
AREA
COMPACT
9.00' 9.00' 9.00 8.5q
IPARKING
Z- �
PROFUSE.- DENTAL OFFICE ,� z�
g W /F.F EL. 23.BJ i im ASPHALT PAVII
FIRST FLOOR = I, S.F.
SECOND FLOOR= 555 S.F. FOR
MECH. AND STORAGE
ROOF AND FOUNDATION
DRAIN TO EMPTY INTO
21.'A CLASS B COMPr..., �� ��r ir,
OVER CRUSHED SURFAGNG
2'COMPACTED MIN. DEPTH
LIMIT OF PARKING (
DETENTION \%
M H 54 24.21' TO
CONTROL DEVICE OF
V. E� 21.39 RIM. = 20.65'
- 4.00'S /w I.E. = 17.8f
ORIFICE EL= 17.0d'
1. SIZE= 3/4'0 LOW
BOTTOM OF,
CURB 20.80
I
•SSMH
RIM= 21.08
I. E. S IN= 17.83'
I.E. N OUT = 1775
+21.50
EXIST.
+21.40'
AOlU5FA LE HOOK.
FLANGED END SPIGOT END /
NOTES:
1. SHEAR GATE SHALL BE
A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC
FOY. 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 SHALL. BE JOINED TO TEE SECTION BY BOLTING
(THROUGH FLANGE), WELDING, OR OTHER SECURE. MEANS.
4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE
EXTENDING TO WITHIN ONE FOOT OF COVER AND
ADJUSTABLE HOOK LACK FASTENED TO FRAME OR UPPER
HANDHOLD
EXIST
1 9.00'
TOP ELEV. OF
EXTRUDED CURB= 21.30
4.00' W/ I' 8 SLOPE
GIRE IS .83 WIDE'--
AT BASE
-
CURB
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
I
20.73
)�
1988 STANDARD SPECIFICATION'S FOR ROAD, BRIDGE
+2140
N
I (WSDOT & APWA) AND
CITY
(15') "O CMP S =2.13
/
+
OF RENTONSTANDARRDDCONSTRUCTION
L-
BS BL
0
+21.20
N 88 "44 407-120.02
OVERFI
IIFH
91
FROP-T
SHEAR GATE DETAIL
r
1000 LANDSCAPED STRIP
SWALE
NEW CB
19.78
-¢
N.T.S. FlY
I.E. IN NE =S .49
1;00
20.62-
21.94 (N.W. COR. SIDEWALK)
RIM =19.55
Ot
pry'
E =1798'
D +75
30.00 TO Ex.
EXIST. 4.00 SIDEWALK
II
OWV
PP
RMM 206
II
I�
•
3 )8 "0 SD
E�,'OCONC. IN N. =14.
II
'I'CMP =16.18
PROPOSED SIDEWALKS
(d 50
(14') "0 CM =.l v
LEILCfvjP N.W. =1697
C6
c^CURB LO TI N
.E.24 ,0 CONCW.
15.23
VI=
II
RIM. =13:
Esbs. =nom'
0 +25
(STORM DRAINAGE
LE. 21� 0CMP E73,
II
(Eris {,n9)
IMPROVEMENTS
i.E. 12"0 CONO.S =159
INSTALLED 2/89)
- -I�
-�L
-- __---- _-
_- _--- ___
-=SD=- --
11
RELOCATE EX. CB
SDMH
11
Ii
II.
°
24'X 24" TEE
RIM = .1
E. 24' CMP E= 1695'
u
a
IE =16.04
L E.12'CONC.N =16.87 1
))
21.'A CLASS B COMPr..., �� ��r ir,
OVER CRUSHED SURFAGNG
2'COMPACTED MIN. DEPTH
LIMIT OF PARKING (
DETENTION \%
M H 54 24.21' TO
CONTROL DEVICE OF
V. E� 21.39 RIM. = 20.65'
- 4.00'S /w I.E. = 17.8f
ORIFICE EL= 17.0d'
1. SIZE= 3/4'0 LOW
BOTTOM OF,
CURB 20.80
I
•SSMH
RIM= 21.08
I. E. S IN= 17.83'
I.E. N OUT = 1775
+21.50
EXIST.
+21.40'
AOlU5FA LE HOOK.
FLANGED END SPIGOT END /
NOTES:
1. SHEAR GATE SHALL BE
A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC
FOY. 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 SHALL. BE JOINED TO TEE SECTION BY BOLTING
(THROUGH FLANGE), WELDING, OR OTHER SECURE. MEANS.
4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE
EXTENDING TO WITHIN ONE FOOT OF COVER AND
ADJUSTABLE HOOK LACK FASTENED TO FRAME OR UPPER
HANDHOLD
LE. 18 S.W.= IG26 - -- - - - - --
I.E.2 S.7TH STREET
4 ' W. =1659' z
__I,/_% II -
0 +00 0 +25 0 +50
I
21.62
21.78
F
PLAN OF DONNELLY OFFICE SIT SDMH
RIM = 21.93
LE. 21 "CMP IN = 17.07'
SCALE: 111= 10 11 +Z5
0+75 1 +00 0 1+32
21.79 21.76 21.92 21.63
2410,
I
Zz.15�_\q�4uilt z /Bel
7
- -- 2210- r G+
,4 ur a New
(rrA Line @ Prod Cur = 62 °/° �I3(o. 20.5
51)
9
- �$') rroForeA Gu4r Line I"r N 20►
C-L- - --
- h' 3 " - -- _$ ' 114(
- - - - -
17.32
- -- - -
�9
r- �- r - _ - --
ul
o 15.21'
- -- - - _ --
- -_
t; L s
J „ 4-
s s r z-1!-� I4
�� �� D-) ��
c; ° z Ili
o 0 u_w Stre t- enter Lmc 5Wioni �Totn] �ul♦er Lcn th= 141)
12 10,
0+00 0+25 0+50 Ot75 1-I OQ 1+25 It32
PROPOSED NEW CURB & GUTTER. PROFILE
VHRZ. SCALE:
SCALE : 111= 101 _:.
`15
1. E. IZCONC.IN= 16.84
I. E.21 "CMP CUT= 16.84'
ZO.G5,
v�
NEW
CMP
ST
CAP
R GATE
DETwu
CONTROL DEVICE DETAIL
N.T. S.
,
i
i
i NOTE: j
4') IZ --r�GM pP 11:51 I1.4� (15) IZ g LMP j1'81 FROP DETAIL PER KING CO. STD.
j
Pro�oy� Storm Mu: (Type 2 461'b)
U14 I
. = 22.151 ,
IE In
IE In 12" m N = 11.401 I
IE In 21 "IIW= - --
I E Out ZA Hy 6= 11.32 I 1
PROFILE OF AS -BUILT DRAIN LINE WO CORRECTION _ t
SCALE HORIZ ; I"= 4':
-
VERT: I= 2i
DONNELLY DENTAL OFFICE
jam( j�Ij tu(jl� /( STORM DRAINAGE, GRADING, AND PLAN.a PROFILE
��"'_• ""'��1f1z1 ""'�• �'- FOR MICHAEL DONNELLY
231 SO. 4TH PL. RENTON, WA., 98055 (206) 271 -8644
"FACTORIA EAST" SUITE 101 • 12826 S.E. 40th LANE � /�'�
JOB NO. 7041' REVISIONS
BELLEVUE, WA 98006 • TELEPHONE (205) 641-5810 - DRAWN CL/ S 2/29/88 MOVE BLDG. 9' PER THE CITY OF RENTON
EUGENEC.SPROUT CHECKED ECS 6/24/88 _pp L f n
RE8 LS 9690 DATE 2117188 22 �1�'°t11(. p
Nev - Arm,__
SHEET
OF
I
TOP ELEV. OF
EXTRUDED CURB= 21.30
4.00' W/ I' 8 SLOPE
GIRE IS .83 WIDE'--
AT BASE
-
5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
SILT FENCE(TYP.)
)�
1988 STANDARD SPECIFICATION'S FOR ROAD, BRIDGE
1.63
N
I (WSDOT & APWA) AND
CITY
(15') "O CMP S =2.13
/
+
OF RENTONSTANDARRDDCONSTRUCTION
0
+21.20
N 88 "44 407-120.02
�
91
FROP-T
SHEAR GATE DETAIL
r
77==
CB P- 2(TYPE1
j +25
N.T.S. FlY
I.E. IN NE =S .49
1;00
20.62-
21.94 (N.W. COR. SIDEWALK)
_
1. E. OUT S = 17.51'
pry'
D +75
30.00 TO Ex.
EXIST. 4.00 SIDEWALK
II
20POSED 5.00 SIDEWALK
1. OF ROAD
II
E 24"CMP= 16.97'
_
'I'CMP =16.18
LE. 18 S.W.= IG26 - -- - - - - --
I.E.2 S.7TH STREET
4 ' W. =1659' z
__I,/_% II -
0 +00 0 +25 0 +50
I
21.62
21.78
F
PLAN OF DONNELLY OFFICE SIT SDMH
RIM = 21.93
LE. 21 "CMP IN = 17.07'
SCALE: 111= 10 11 +Z5
0+75 1 +00 0 1+32
21.79 21.76 21.92 21.63
2410,
I
Zz.15�_\q�4uilt z /Bel
7
- -- 2210- r G+
,4 ur a New
(rrA Line @ Prod Cur = 62 °/° �I3(o. 20.5
51)
9
- �$') rroForeA Gu4r Line I"r N 20►
C-L- - --
- h' 3 " - -- _$ ' 114(
- - - - -
17.32
- -- - -
�9
r- �- r - _ - --
ul
o 15.21'
- -- - - _ --
- -_
t; L s
J „ 4-
s s r z-1!-� I4
�� �� D-) ��
c; ° z Ili
o 0 u_w Stre t- enter Lmc 5Wioni �Totn] �ul♦er Lcn th= 141)
12 10,
0+00 0+25 0+50 Ot75 1-I OQ 1+25 It32
PROPOSED NEW CURB & GUTTER. PROFILE
VHRZ. SCALE:
SCALE : 111= 101 _:.
`15
1. E. IZCONC.IN= 16.84
I. E.21 "CMP CUT= 16.84'
ZO.G5,
v�
NEW
CMP
ST
CAP
R GATE
DETwu
CONTROL DEVICE DETAIL
N.T. S.
,
i
i
i NOTE: j
4') IZ --r�GM pP 11:51 I1.4� (15) IZ g LMP j1'81 FROP DETAIL PER KING CO. STD.
j
Pro�oy� Storm Mu: (Type 2 461'b)
U14 I
. = 22.151 ,
IE In
IE In 12" m N = 11.401 I
IE In 21 "IIW= - --
I E Out ZA Hy 6= 11.32 I 1
PROFILE OF AS -BUILT DRAIN LINE WO CORRECTION _ t
SCALE HORIZ ; I"= 4':
-
VERT: I= 2i
DONNELLY DENTAL OFFICE
jam( j�Ij tu(jl� /( STORM DRAINAGE, GRADING, AND PLAN.a PROFILE
��"'_• ""'��1f1z1 ""'�• �'- FOR MICHAEL DONNELLY
231 SO. 4TH PL. RENTON, WA., 98055 (206) 271 -8644
"FACTORIA EAST" SUITE 101 • 12826 S.E. 40th LANE � /�'�
JOB NO. 7041' REVISIONS
BELLEVUE, WA 98006 • TELEPHONE (205) 641-5810 - DRAWN CL/ S 2/29/88 MOVE BLDG. 9' PER THE CITY OF RENTON
EUGENEC.SPROUT CHECKED ECS 6/24/88 _pp L f n
RE8 LS 9690 DATE 2117188 22 �1�'°t11(. p
Nev - Arm,__
SHEET
OF
I
`15
1. E. IZCONC.IN= 16.84
I. E.21 "CMP CUT= 16.84'
ZO.G5,
v�
NEW
CMP
ST
CAP
R GATE
DETwu
CONTROL DEVICE DETAIL
N.T. S.
,
i
i
i NOTE: j
4') IZ --r�GM pP 11:51 I1.4� (15) IZ g LMP j1'81 FROP DETAIL PER KING CO. STD.
j
Pro�oy� Storm Mu: (Type 2 461'b)
U14 I
. = 22.151 ,
IE In
IE In 12" m N = 11.401 I
IE In 21 "IIW= - --
I E Out ZA Hy 6= 11.32 I 1
PROFILE OF AS -BUILT DRAIN LINE WO CORRECTION _ t
SCALE HORIZ ; I"= 4':
-
VERT: I= 2i
DONNELLY DENTAL OFFICE
jam( j�Ij tu(jl� /( STORM DRAINAGE, GRADING, AND PLAN.a PROFILE
��"'_• ""'��1f1z1 ""'�• �'- FOR MICHAEL DONNELLY
231 SO. 4TH PL. RENTON, WA., 98055 (206) 271 -8644
"FACTORIA EAST" SUITE 101 • 12826 S.E. 40th LANE � /�'�
JOB NO. 7041' REVISIONS
BELLEVUE, WA 98006 • TELEPHONE (205) 641-5810 - DRAWN CL/ S 2/29/88 MOVE BLDG. 9' PER THE CITY OF RENTON
EUGENEC.SPROUT CHECKED ECS 6/24/88 _pp L f n
RE8 LS 9690 DATE 2117188 22 �1�'°t11(. p
Nev - Arm,__
SHEET
OF
I
i NOTE: j
4') IZ --r�GM pP 11:51 I1.4� (15) IZ g LMP j1'81 FROP DETAIL PER KING CO. STD.
j
Pro�oy� Storm Mu: (Type 2 461'b)
U14 I
. = 22.151 ,
IE In
IE In 12" m N = 11.401 I
IE In 21 "IIW= - --
I E Out ZA Hy 6= 11.32 I 1
PROFILE OF AS -BUILT DRAIN LINE WO CORRECTION _ t
SCALE HORIZ ; I"= 4':
-
VERT: I= 2i
DONNELLY DENTAL OFFICE
jam( j�Ij tu(jl� /( STORM DRAINAGE, GRADING, AND PLAN.a PROFILE
��"'_• ""'��1f1z1 ""'�• �'- FOR MICHAEL DONNELLY
231 SO. 4TH PL. RENTON, WA., 98055 (206) 271 -8644
"FACTORIA EAST" SUITE 101 • 12826 S.E. 40th LANE � /�'�
JOB NO. 7041' REVISIONS
BELLEVUE, WA 98006 • TELEPHONE (205) 641-5810 - DRAWN CL/ S 2/29/88 MOVE BLDG. 9' PER THE CITY OF RENTON
EUGENEC.SPROUT CHECKED ECS 6/24/88 _pp L f n
RE8 LS 9690 DATE 2117188 22 �1�'°t11(. p
Nev - Arm,__
SHEET
OF
I