HomeMy WebLinkAboutR-420303M
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�I \ ".1SINGLE-FAMILY I �1 X ' X`y1° PROPOSED II \
X� \ RESIDENCE I a lx� X, SINGLE-FAMILY 6 I �y N
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_ REMDENCE '
11
10 5 0 10 20
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e x
e
� \ DN i I DIN x yy1
II p \ I x,,6 _ X .X 1y 1\66 SCALE IN FEET
PROPOSM PARCEL\ 33 210-2885 t , hhrr 1 i
2-CAR 1218 N 35 ST I 11 11 x "o-' x `pP I '
t PROPOSE . a
e GARAGE REt`1\T
2-CAR
I �yti x' GARAGE " IIIIII
� ;x S�FOOTING DRAIN INVERT 0.5' 1
SET FOOTING DRAIN INVERT0.5' I i 16t ALL ONSITE IMPROVEMENTS ARE '� ABOVE CB#1E RIM ELEVATION 7„
ABOVE CB#1W RIM ELEVATION I 1 o UNDER SEPARATE PERMIT a I 16
ALL ONSITE IMPROVEMENTS ARE oo
OR PROVIDE SUMP PUMP \ 6 UNDER SEPARATE PERMIT
p e 161.5' / � 2 �
I 10 - 1 n .�
--m---m---m--a+--m---a-- m-- yryroCONCRETE
ap p--a+---m--- p I �
COVERE 3� CU_- r - CONCRETE
\ be PORCH 2 I W
\ COVER ORCH 1
I PREVENTTIONCDEVIOCE PORCH i - - - i POFa�i ;
63.8' e 20 MIN. FRONT YA i w
- IxEb.gT 165.0' N U
l ° i 161.8 N i I � x °"� \ 165.0' E � 20� . FRON YARD
---- t6t.8 E ,`� I ' \ 230 SF FOOTPRINT 23-FT X 10-FT INFILTRATION TRENCH PER DETAILS
230 SF MIN. FOOTPRINT (SEE PLAN) INFILTRATION TRENCH PER DETAILS I x �----------- \ - - i +_______BACKFLOW, 0* ( ) > Q
WITH OBSERVATION WELL (OW)/CLEANOUT (CO) WHERE INDICATED. - 00 RD PREVENTIa_liSEVECE __ - x - z�===ai-- -_ - t WITH OBSERVATION WELL (OW)/CLEANOUT (CO) WHERE INDICATED.
REFER TO RENTON STD. PLAN 225.20 WITH MODIFICATIONS INDICATED. I p %\ \ R RD REFER TO RENTON STD. PLAN 225.20 WITH MODIFICATIONS INDICATED. J
DEPTH OF ROCK TO BE 4-FT WITH MINIMUM 1' OF COVER OVER TR NCH. � 4" SSCO ( DEPTH OF ROCK TO BE 4-FT WITH MINIMUM V OF COVER OVER TRENCH. Q
\ \ \ \ RIM 161.3 p""� \ I TOP OF ROCK ELEVATION 159.1 FT
TOP OF ROCK ELEVATION 158. FT \
\ \ IE 157.9 0- 4" SSCO CB#1 E - 24" NYLOPLAST
\\ - \ \ \\ ✓ 3 0 \ \\ \ \ \ RIM 162.7 O1 Z
O CB#1 W - 24" NYLOPLAST oNC II - 5 _�_ - _ 4" SSCO � \ \ \ \ IE 159.3 RIM 161.0 W/ GRATE FOR OVERFLOW QLLJ
RIM 159.57 W/ GRATE FOR OVERFLOW \ \ \ \ O RIM 161.1 \ \ \ \ \ IE-IN/OUT 158.4 (6" W, N) _
IE-IN/OUT
IIN/0157.2 (5?.0 N, 4 'E� RIVE I \ \ \\ \ U1V \ IE 157.78 S - \ 56- -��° \ \ IE-IN 158.6 (4" FD-N) (n
\ \ P EFL --- \ \\ \ \ 1DIE-IN 158.6 (4" E) LJ
MIN. 12" SUMP BELOW BOT. OF TEE T SF 6 \ \ \ 162.27 MIN. 12" SUMP BELOW BOT. OF TEE
TO ADDRESS BUOYANCY DRILL SIXTEEN 5/8" HOLES IN BOTTOM I ^ ^ - 160.31 6 SSCO 161.74 2" TRENCH DRAIN 7 TO ADDRESS BUOYANCY DRILL SIXTEEN 5/8" HOLES IN BOTTOM
159.72 RD - - 2" TRENC DRAIN I '
AND PROVIDE MIN. 12" WASHED ROCK BELOW STRUCTURE 00 161. 4 - - -�- - „
1.5 DEDICA ION o . .. 6 SSCO 3 Wee AND PROVIDE MIN. 12 WASHED ROCK BELOW STRUCTURE
o :� .5' D DICATION _ _ - -
�•�•+� o
159.57 M E `r'r L ' F V vv..* 5 -
BEGIN S/W 159.53 L`� % • 2.85/0 ' 2,$5/° . • 4 0 ° _ _•� _j EXISTING FIRE HYDRANT
21+26.58; 21.50 L `- 2.85/°' - 1.50%. END S/W 162.19
+ LOCATION APPROX.
00
22 25.68.21.50 L � )
\ 2
C
\ �, �� ,:•:�•o .•,. :;o .. •�J, 3 �i. 162.31ME
9� 159.19 158.96 rj•::'.� Ico.
11 : Cfl o CQo
? 0 �� ' :: ��162.58 ME
OHP OHP '� OHP :�1T�. T)Flp,'-• •OHP ' '•QHP: • . •ONP• HP OHP �' •: • ' •• '
159.03 ME V: •:: •, : • :: •:: •; : • 1. • .:: .:: _ :: :: : r . O POHP:: :: . QHP J : : : : Ohr, : Q, ' 3 �1 161.88- OHP OHP OHP OHP OHP 2
1.. 0 0 P H �-
21+21.58 158.83 FL -o , 161.75 0/ 162.42 ME 3
x .2.85/0,......'.'' '
o ° :......... 161.75
ao 13.49 L 21+25.58 6:'.'.' .... >' ;:.::'.:'�.� +.....,:
� +��. 0
_ _ :..:.
MEMEN/ h
EX FL 158.722 a
- _I
w w w
i �
161.64 FL --,y
w w w w w w � �:.:.:. w w w w w w w w w o w w w 22+26.68 N
w �, w
w w w
% w w w w w v
w w 158.73 ME IW-W-W-W-W-
=158.98
DRIVEWAY CL 13.00 L
w w w w w cj
6 '+
21 .4
+ +
59 9
21 41.6 3\ \ I 21 21.5822 14.35 161.89 ME
17. 'LTDRIVEWAY CL50
O�o �1 'LT
(D4
3 00 �v
9 00 L
O �
21 91.68
17.50'LT
A+
22 30.68
O _
2
o - 13.00'LT � -
4 9.00 L
\ X N 2 / O - - VI
N 5::: 1 0
;X }
\ N /
.. }
SS SS SS SS SS
\ X / 04
SS o
SS
ss
SS \
N
SS
IL-
S3
S S
\ Ss-SsS SS SS SS SS SS SS SS N
SS SS SS SS
1
TCONNECTION NEW4x
8165.4
16S ;:::::::::::::::::::::.:: SSMH
,f
N �� HST
\ 6" IE •-150.10 \ RIM=165.78
`:`. '' 8" IE �149.58 CONC. \ \ IE 8" CONC. (N)=151.53
;...a.,. � IE 6" CONC. (E)=151.68 N
(RESIDENTIAL ACCESS) '� le IE 8" CONIC (W)=151.43
Ao!
OVERLAY SHALL EXTEND THE FULL IE 8" CONC. (SW)=151.73 h� ��
8" DIP W.M. BOP -157.5 A�
WIDTH OF THE ROADWAY (TYP.) 6" SS TOP-156.0 MAX (1.50' MIN. .� N
VERTICAL SEPARATION)
N 35TH ST
Horizontal Scale: 1" = 10' Vertical Scale: 1" = 5'
70
50
15.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
°t I I I I I I I I I I I I I I I I fi 150
20+90 21+00 21+10 21+20 21+30 21+40
EG @ CL 158.36 158.65 158.96 159.26 159.56
FG/EG @ SAW CUT 158.98 159.26
FG @ FL 158.91 159.16
FG @ R.O.W. 159.66 159.90
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
21+50
21+60
21+70
159.79
160.03
160.27
159.54
159.81
160.09
159.45
159.73
160.02
160.18
160.47
160.75
E P
IQ-\ OF WA SIY S%
1 /27/2022
O -
d 7 L
44221 �C71
O��ss j �/ ST E
NO.
21+80
21+90
22+00
22+10
22+20
22+30 22+40 22+50
160.54
160.81
161.07
161.33
161.60
161.94 162.45 162.96
160.37
160.64
160.92
161.21
161.51
161.87
160.30
160.59
160.88
161.16
161.45
161.77
161.04
161.32
161.61
161.90
162.18
REVISION
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
AE\DW\RR
CHECKED:
AE
BY DATE APPR APPROVED:
AE
22+60
163.50
SCALE.
VERTICAL: NAVD 1988
1 10, HORIZONTAL NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PAVING LEGEND
UNLESS OTHERWISE NOTED:
* 4" HOT MIX ASPHALT OVER
6" CRUSHED ROCK BASE
2" OF HOT MIX ASPHALT OVER
4" CRUSHED ROCK BASE
>� CEMENT CONCRETE SIDEWALK
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
A7�� CEMENT CONCRETE DRIVEWAY
* 2" HMA GRIND AND OVERLAY
* NOTE: COMPLETE FINAL PAVEMENT LIFT
AT SAME TIME AS ADJACENT OVERLAY
SHEET NOTES
(NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET)
O SITE:
1. DRIVEWAY PER STD. PLANS 104.2 AND 104.3.
2. PROVIDE TEMPORARY ASPHALT WALK.
3. PROVIDE TWO NEW MAIL BOXES. COORDINATE LOCATION WITH RENTON POSTMASTER.
4. REFER TO LANDSCAPE PLANS FOR NEW TREES AND OTHER LANDSCAPING, TYP.
5. PROVIDE GRAVITY BLOCK WALL WITH A MAXIMUM HEIGHT ABOVE THE SIDEWALK OF
2-FEET. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
6. TRANSITION NEW FLOW LINE TO EXISTING FLOW LINE.
7. ACCESSIBLE RAMP LANDING AT TOP OF ASPHALT RAMP. GRADE RAMP AT MAX. 2.00%
LONGITUDINAL AND MAX 2.00% CROSS SLOPE.
OSEWER:
1. PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1
2. EXISTING 6" SEWER STUB TO BE REUSED. LOCATION IS APPROXIMATE BASED ON GIS.
CCTV OF EXISTING STUB IS REQUIRED FOR REUSE. PROVIDE VIDEO TO CITY OF RENTON
PUBLIC WORKS INSPECTOR FOR REVIEW AND APPROVAL. IF APPROVED, SEWER STUB
MAY BE LINE FOR REUSE. IF REJECTED, A NEW SEWER STUB WILL BE REQUIRED PER STD.
PLAN 406.1 AND THE EXISTING SHALL BE CUT AND CAPPED AT THE PROPERTY LINE.
❑ WATER:
1. NEW 1-INCH WATER SERVICE AND METER PER STD PLAN 320.1 WITH METER LOCATED IN
PLANTER STRIP . TO BE INSTALLED BY CITY FORCES - WATER METER PERMITS REQUIRED).
( Q )
2. EXISTING 3/4-INCH SERVICE AND METER TO BE CUT AND CAPPED AT MAINLINE ( BY CITY
FORCES - PERMIT NO. W-21003332)
O
DRY UTILITY
1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR
NEW SERVICES.
2. COORDINATE WITH TELEPHONE/CABLE COMPANY TO RELOCATE PEDESTRAL TO
LANDSCAPE PLANTER.
3. PROVIDE PSE AND COMMUNICATION PURVEYORS APPROVED CONDUIT FOR FUTURE
UNDERGROUNDING OF EXISTING OVERHEAD POWER AND COMMUNICATION FACILITIES IN
THE RIGHT-OF-WAY. COORDINATE WITH PSE AND COMMUNICATION PURVEYORS FOR
LOCATION AND SIZE OF CONDUIT.
O TESC/PROTECTION:
1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30.
2. PROTECT UTILITY LINE AND APPURTENANCES.
REMOVAL:
1. REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS.
I1.5' R.O.W. DEDICATION
I
ROAD CL
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept
25 EXISTING R.O.W.
26.5'
0.5'
13' 8' PLANTER 5'
2.0%
% CEMENT CONCRETE
EXISTING ASPHALT J SIDEWALK PER STD PLAN 102
PAVEMENT CEMENT CONCRETE TRAFFIC CURB AND
L.L
n
H
1•�
GUTTER PER STD. PLANS 101 AND 101.1
PAVEMENT RESTORATION PER STD PLAN
103. ALL PAVEMENT RESTORATION PER W
CITY OF RENTON STANDARDS, TYP. Of
H
U)
SECTION A -A R1.00 I-__
SCALE: 1 "=5' U)
2
H
R-420303 I�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
DEVELOPMENT ENGINEERING �' 0
IL
Brianne Bannwarth 02/07/2022 '
0
DATE:
STRAIGHT ARROW HOMES 35TH ST SFRS 1/27/2022 =
OFFSITE IMPROVEMENTS FIELDBOOK: #### (D
PAGE: /
DRAWING NO:
R1.00
N 35TH ST PLAN AND PROFILE SHEET 3 OF 7 (/)