HomeMy WebLinkAboutR-393507Q
a
ry................ j...r ....--,�-....---- .
:.. INT 1+75 41
�. ..................../.. r........�........... . .
r I ;V SW LANGSTON RD
/.-..-FxCa.$v3s = ►• r- = r1+49.12 _
.. .........
RIM W . T-1 LID.. �l ACCESS WEST ` I ~ ..................... ►. ...... f .��.........� EX SDMH 8028 T-11 48" EX C8 8055 T-1
W T-1 LID RIM 109.22 `
-`•' :':t;<i- --'.'- .'- .RIM. 125.52 -. - .. - ..._ RIM 119.69 6" CONC IE 104.92 (W I I
.. ..
12" CONC IE' 12D.' 93' -(W �' .. •'� . • - • j _ 12" 'ONC IE 115.09 (W 4 " CONC IE 104.90 (S)I
CONC X. 120 79 (E f ► 12" CONC IE-r f5.Q5 (E 10" CONC* IE 104.16 {E}
■ �+-- ---- --------- - -
. `.. i ... ,+... ... r .. _ VERIFIED
SDMH y- .... - ► '.'
SDMH 8032 T-II 48".................
..... yr.:............. :.:..�1......�- ......� _ i
❑ ........... �� I +
.� T-1LID _��.::::::;__:..�::,.................'r.....--.-..-.--.-... �.-.--.-' �• .. EX CB8054 7-1
�..1.....'.. '. ,�...�
:a.-::;:.::- y.......... i
RIM 133 56. : : Wt^ �� RIM ]08.76 - II EX SDMH 8056, T-11 48"
IJJ 12 CONC IE 127.54 SW) - �".' • '. ' : ......` 1 : ; .- y ................. ►...... ......... - . � .. - � 4 CONC IE 107.57 (N) , RIM 104. 78
i ..• I.• �� II
'�--- ....
:: ' ;.; . • .. SSA .. t.. .. . - * IE 100.53 (W)
12" ADS IE 127.45 �W} >� � '�; � r , i .:
1 - -.
f-'. 6" DJ
12" CONC IE 127.29 (NW) � 1 - `� .. �,+`.z;= Yt i ..'. � .... '/. �-;�. - .. - . - - . - .. `�-�.. - .� � � 12" CONC IE 100.52 (S)
� I
J ' Y _ 1 F I I ... I. *VERIFIED
12" CONC IE 126.97 (E) P -� ri;...... ....... I ............�? �. ........ ......
' ► �. I W
'�• p,,�� Sp ,f ` INT 4+04.93
............'.'.'..'.'..�...... �.......� ....'.r...... ^..... �� _ I SW LANGSTON RD l
-.-.-.-.--.-.-.-. . W.. . .. �!. _ - 21+56.53 CB 2 TYPE II-6D"
.. -- -- - - j--
■ �` EX �' _::: ■................... S'.......... 5f3. ■.... ACCESS EAST TEE & RISER
H94! r r .............. . ... i..'1 . W. .. DET ON RD-07
' �] I - _ 2B - "Y" - ,►ter ` .. �� $ ' ► ' ' ■........ ..... I. ..... :3y� .. ■. 3 53, 15.76' RT
a y................. ■ . � +37:6. - 9&L01 .�,;. f w
!-�•.r-: •.: . y... .. . '�.. ti.. .� � -E-B9f'S-{IN-S) BS:�'
.-
EX r ► �_�. ........ . � ■.... �, • ►'.......'.'...S E�9 r{OUT-E) 8&64
HOUSE 1 ► ! SEE DETAIL ON 1 1 ti� _ �� ��_�• �.,•:.:.>r.::.;::...... - y ■ v' .'
#4EX
01 ►.! SHEET CP ❑2 x S2• _ `..:.:� ' i �► E-(IN-W) 94.34
' ► .' I
■
r ` .;9.,..::_ �1 ;► r...': `. r.....'�.........► W142
CB 1 TYPE 1
AN TIN - -
1 ►1 I j TR St ❑ CURB AND �` ;..: .
► .i1 WARP SIDEWALK T❑ _, / �,� �. . . . t nn no
' 1 I - i.'._._-' RIM�r92.43
�+ MATCH EX SIDEWALK , . r►
/' . EX '. ,.:..: ��- ■ ■ 18" IE IN-W 8FL42
ALONG SW LANGSTON wM / .c..,.:_: <.:.. t. �.'.'. t'.... ... ►..
Qi .:_ .i -� .. ■ ..........-;c - ■ . 12 IE OUT-E 8a48
1 =<, RD. REPLACE SIDEWALK �....;.>= .RIM 95.49
fir, ► � �•._.:.,;s,•:-: �............�... .. i.'-'.'.'.. ... `..► 4;s ►... �
•^3 1 24' & CURB TO NEAREST 141 ; •:. y .. p0 ► ...... SS '$�'
1 6"PVC J❑INT. 2t7 " .. - .... - .. - .
EX
f.
a
YARD DRAIN 0 1 , ► 2 ► S = - :. 1 . .
STA 10+40.00 12 L T p •. ?:'; r
lb
�'..
.. ....... . ` { s 4
1 _ -� :...:..:
7i 1 RIM 11a46 (ABf � er .'�i I ►_ _�.� '�. j ........��.:.. .a.. �:,I � • _
1 6 PVC IE 112.74 (E) (AB) .J - _
EX WOOD ►� r +ram^ ,y / , EX .SDMH Bn21 T II 4$" ,__ ���► ....r....... •
1.
/1 '` g CB 9 TYPE {� �.� RIM 702.90 EX �. ► _ 18, CPEP. _
FRAMED / 1 12"CDNC IE 1n0.37 W 11 `S2' .... �.... .. �'.'
GARAGE BI-DIRECT70NAL i / I f ( )
-. .y.............
r INT 10+00 D0 1 VANED GRATE �, j 12" CDNC IE 100.22 (N) i y �� ;; .:; S,c00 SSA W
OPEN CURB FACE �"p ► ► 12"CDNC JE 99.99 E ■ 1 !` ►;:►...►
1 ACCESS WEST 1 () ► `....
1 = 1+4331 ' �10+35.94, 9.25'RT / ► ■ ter- :_.::...-.�1 -.. .,..- rt................ ....... �S5 -W
' 1
ALLEY - ► RIM 44�-116.93 / p� ► r - .� t - .-
_ 6" IE +".40--(IN- W)11146 / ' �- _
12 IE +H-94-{OUT-S)111.91 �3 j - r ■ r' 1 �: 1:'.:;''`�` / SS W_
= SS - `��' 1 - r ■ y i 1 SEE DETAIL ON r „ • .. -SO .. - . - - -
j CB B TYPE 1 / y Lr SHEET CP-02 , ,n - --EX I• - ' _
�OyP� 4O 1+51.86, 9.25 RT +► r.��. ;► y/ ,1 NDCBU X WM SS
RIM l-f& &2-116 43 (MAILBOX)
I-A 00'"IE{IN-N) fff.57 OVERHEAD POKER AND �: i i I 1► 1•,� ■ 1 _ LSD
I fi IE+ff-+7-(1N-SW) 111.68 1 ;� ► ry I
FRANCHISE LINE TO BE r 4 •'�^', ►
12" IE {OUT-E) 111.60 RELOCATED UNDERGROUND i Air r- ! � � _ WARP SIDEWALK
CURB AND REMOVE EX.
a;: WARP SIDEWALK TO '
rf _ ►y, ,. - _ ' ► OUTSIDE OF ROADWAY C B 5 TYPE 1 , 5 1 "� MATCH EX SIDEWALK 12 CONCRETE SD
10' PRI VA 7F �4 2 +32. fi3, 4 T � 1 a r' ALONG SW LANGSTON ' STORM PIPE _
EX 10 INGRESS U 77LITY EASEMENT RIMa-&`r - I RA. D REPLACE SIDEWALK
EGRESS AND ' /y + (TYP} YARD DRAIN ■ 12 IE{IN-S) 89.E ► r CURB TO NEAREST EX SDMH 7699 T-11 48"
a U77L1TY __ rSTA 20+19.84, 16.7 L 1 6-IE 9&--fIN-SW}9R4Q r t F, r JOINT. RIM 87.28
/3' " ► p PROTECT WM AND 12" CONC IE 77.80 W
Q RIM 9Z35 (A6} 12 IE-69 �nUT-E)s9. • ( )
�] EASEMENT REC. .;:'` - l ■ " ::,..•. .� SEROCE CONSTRUCT?❑NG 12" GONG IE 77.74 (E)
NO. 8711060883 _ � ;� / 6 P1� IE 9, 08 (E) AB) 19=6" PVC ► {�
8 ►°�� 60PVC IE 9.103 (SW� (AB) INT- 20+00.00 r ■ y■ 1 1b1 ``` ► EX ,
r' 12=6 Pv- \ _ 1 6 PVC IE 92.86 (N) (A@} ACCESS EAST 8f ' ; ► _ -' HOUSE '
_ � � �D� PRIVATE = 3+7286 t ■ - #221
�
o STORM LINES ALLEY ► ► °' 1
17 STA 1+51.86 19RT
YARD DRAINS I ^ 3 ■ r (TYP)EX CONC.
RIM 117.86 (AB) `L r _ � �• � � -sip- -� ,- 14■ ' •` ' BLOCK WALL
1
B�PVClE 11.x95 (S) (AB)
s PVC lE 11.x94 (N) (AB) r �..:. p-_ CB 4 6)C6 FIL7FRRA
► / ate_ e, � _ I a� _ -
♦ 3-1-$0.$9, 34.45'LT TOWN AND CGLINTRY CLUB'
- " Y4: _ _ RIM 99�T 94.39 BUNGALDW SITES
EX 6' TALL 1+57.02 10.00'RT 10'PRIVATE STORM _ °'' .•� 6" - f r
WOOD FENCE CENTER OF TYPE DRAINAGE EASEMENT �� _ '� �- r _ '�- _ f .�": 12 1E-89r BOUT-) 89.85 ' V. I 9/P.2 r
PARALLEL A CURB ► �T'r�a �l �_ - 12" IE{OUT-N) 89.84 1
i RAMP PER W5DDT (7YP} r rr a_ V 1 _ 2j, �- p� SEE DETAIL ON RD-v7 '
► STD PLAN 1 r ► 3 0�, ��
5o=s�PVc
4d♦' 1 r x a
? F-40.12-03 r i �►_ _ ry l ' 6
► 1 2 I TORM DRAIN I �L. ► I t.. •, '_�, . '
CMU WALL OONl j j CONNECTION TYP _-- _ S, TOP 89.9 01
W 3 BFNC ► 1 f 1 50 = 6- PVC C B 7 TYPE 1 ' - I E TOE 89.8
,♦ i i ► 2+95.14, 9.25' RT t ► '
��. ► I RIM ¢ 10102 Y :;: p TOP 89.1 1.9 PROPOSED TYPE III ► ► ► I 9&m86 ► ti' " ;:: Y O TOE 8Z2 CULVERT
EX 6'
ALLEY
'' EX WOOD
FRAMED
' SHED
BARRICADE PER CDR STD
END PIPE
♦♦ ► r r r `�' 1 I y `y - TOP 86.4 DETAILS H018 & H018.1
■ f r _ 2 PER COR STD. PLAN 221.00
�, ♦♦ j r 12" IE {0UT-E}9� ' 10 _6" PVC 0'S,o 1 TOE 84.2
► ` r r , 1 TDP 82.1 d 6 2.1 TDP 75. 8 N=178032. 74
► �� ► f ► YARD DRAIN frg� ]2" CPEP T0E 81.5 TOE 73.7 E=1297271.02
`♦. i 1 f ► STA 2+95.10, 19 LT 69' TOP 771
RIM 74.01
`■ ► ► y i RIM 10.is93 (AB) OVERHEAD POWER AND ► � � TOE 76.5 0.6 12" IE �h(IN-W)
�� ►■ v ► 6"PVC lE 99.54 (S) (AB} FRANCHISE LINE TO BE 1 72.47 J
► �`� `� i 6"PVC lE 99.03 (W} {ABj RELOCATED UNDERGROUND 1 - 4 I 12" CPEP I
OUTSIDE OF ROADWAY
� .� � ► � 1 r 6 PVC lE 99.03 (Nj (AB) , L � - � � ♦I' � � �
X `■ 1 +1 1 r r { 7 -6" PVC �� - ► y s ' /�
MAX IMPERVI❑US AREAS
S17E ADDRESS-
303 SW LANGSTON ROAD
LOT AREA:
5,677 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65X MAX):
3,690 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF-
S17E ADDRESS-
307 SW LANGSTON ROAD
LOT AREA:
5,511 SF
MAXIMUM 1MPERWOUS SURFACE
ALLOWED BY ZONE (R-8, 65X MAX):
3,582 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF
S17E ADDRESS-
311 SW LANGSTON ROAD
LOT AREA:
5,430 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65% MAX):
3,530 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF
S17E ADDRESS.
315 SW LANGSTON ROAD
LOT AREA:
5,510 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65% MAX):
3,582 SF
RESTRICTED IMPERVIOUS SURFACE. •
2,774 SF
S17E ADDRESS.
323 SW LANGSTON ROAD
LOT AREA:
5,963 SF
MAXIMUM IMPERVIOUS SURFACE
ALLOWED BY ZONE (R-8, 65X MAX):
3,876 SF
RESTRICTED IMPERVIOUS SURFACE:
2,774 SF
•♦ ► 1 r ❑ r r 15-6 PVC ► ►►�� ' ♦, /
YARD DRAIN ►�� ti
STA 3+52.65, 19 RT ' _ --► __ _ lC/
i 1 ►�1 r RIM 9&87 (AB)
r 6 PVC 1E 9a 94 (E) (►�) f
6 BFNC ► ► ► ► r
E. END 6-PVC E9Q90 (W) (AB) CB 6 TYPE/
`�► ► ♦`� j ♦` ► ` RIM 4- 94. 7 i 3+91.57 10.00' RT��- r. I
► ►♦ \ ► ♦♦ \ I J ♦ CEN7ER OF TYPE ► ► - - 20+02.58, 115.4❑ RT.
♦♦ ♦� \ . . t 1 g` �� J , 12"IE-9 e-(1N-W)9a08 - iL, t r - k
� PARALLEL A CURB r �
■� ■� •�� `� >> N 6-IE-4 9- IN-W) 9R80 RAMP PER WSDOT 3,7'-6"PVC w RIM S 76.45
7� 81 7�
-. '♦ � '. ► �� ► $ 1 ► 12" IE�B:-r${OUT-N}9Q 121, � 1 ► S7T1 PLAN 14 i � 12 IE��IN-S) � y- -
■� •� •� ►' r 1 ► k`-12" CPEP 12- IE�{OUT-E} 72.76 f
� . � ► F-40.12-03 ►
•■ •■ ,� •► ♦ ► 4110 , .- / ► cB 70 TYPE I f
EARLINGTON �� �� ■ ♦ 1 1 ►
`. ►_ Y RD DRAIN STORMFIL TER
V. 14/P. 7 _ 1 1 ► $ r'■ 2 7 ►
�`• ��■ `• - ■ •' I ► $ i ,4 `♦ TA 4+99.27, 19 LT a 4+88.16, 8.84' RT ►
•`•■ •'� -. ��♦�•♦�� I ---------■ r f i ►�I RIM 77.81 (AB) 10-6 PVC s ► RIM 1 {I`;..►
f r&� 78.09 , -N
CLEAN❑LITS
LDT
►41M
IE
I (YD)
-1-1•1s6*
2
112.209-
3
109.05
4.94-19-
4
104.2
9g e
5 (YO)
9626
6 (YD)
7750L 95
-4.6
7 FG-r-3r
B
90.31rB-
B (YD)
f
91-e
9 NOT
AT
1 D (YD)
fft
96. 6
r r NOTATyes-f-r-
FG
5
12 Nor
FQ
T } i�
0
13 (YD)
-0f;L9
�■ -1 1♦-�♦♦�� `\ `♦� -r_ ~�_ - ► j 1� ■'-`•' 6PVC IE 74,04 (SE)((AB) ►► I� ■+ 12(❑UT-N) 72.56 7 P,
�`�� -� '•`-.` �'�`: '-_ i i I ► ► 7 �' 6PVC IE 74,04 �N) (AS) II 1
■ . `- ♦ `. �`._`- ■ ► i 1 60PVC IE 74,03 5 AB2 r2
I 1 i rr
----------------
'SEE PLAN (AB) ♦♦ ■ ♦ ■ ♦ ♦♦ ♦ •ti ♦■■■ ► ` ► <`� I 1 Pu
' '► \ ♦, ♦\ ���� ����■♦ �` ►t `t +6 /, I 1 + j it w��0 K WAS
H�7S
100.6
*SEE PLAN (AB) EX /� ■_�♦� �♦ ��� ►■ y1'C ■ f �'0 37925
*SEE PLAN {AB) / BUILDING /� ��♦ `♦♦ Ir ! I ly j IFS Cl
*SEE
fi i r �♦ i i i �� k�
SZ20
*SEE PLAN (AB)
91671
1
REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES
*SLOE PLAN (AB)
2
ADJUST L07S 6-8
IM43
3
UPDATED CURB RAMP PER CITY COMMENTS
4
WA TER UPDA TES PER FIELD COND177ONS
r 1Q53
5
RE149ONS TO EAST END OF ALLEY (SW 3RD CT)
*SEE PLAN (AB)
NO.
REVISION
LMT
4/2/18
SURVEM:
ITCH EVENS, PIS
Boom
AS NOTED
LMT
5/22/18
OESMED:
SHAWN COOPER
LM T
6115118
SDC
7110118
°HAWK`
SHAWN COOPER
ONE rm
AT FULL Swa
IF WT r
� Y
CHW
811011$
rCHECKED
BREff K. PUDISTS, PE
BY
DATE
AP P R
P "�`H gREIT K. PUDI515,
� 1► l
r 9/18/z�
Namomm.wa i mpni CITY OF
RENTON
DATUM '
Plan ning/Building/Public Works Dept.
N
SCALE: 1 " = 20'
0 10 20 40
NOTE
NEW DRIVEWAYS, CURB, AND SIDEWALK
REPLACEMENT ALONG SW LANGSTON ROAD
SHALL BE DIED A PIGMENT TO MATCH THE
EXISNG SIDEWALK.
FL❑W C0NTR0L BMP N❑TE
303, 307, 311, 315 AND 323 SW LANGSTON ROAD ARE USING RESTRICTED
FOOTPRINT AS THE FLOW CONTROL BMP.
223, 227, 301, 309, 323, 329, AND 335 SW 3RD COURT WILL BE REQUIRED TO
CONFORM TO THE SMALL LOT REQUIREMENTS FOUND IN SEC77ON 1.2.9.2 1 OD
THE 2017 RENTON SURFACE WATER DESIGN MANUAL.
1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED
2. UNLESS OTHERWISE SPECIFIED, USE FRAME WITH VANED GRATES ON ALL
PROPOSED INLEM AS SHOWN IN CITY OF RENTON STANDARD PLAN 204.00.
,,I USE LOCKING COVERS AND GRA TES ON ALL CA TCH BASINS
4. CONTRACTOR TO VERIFY WATER MAIN DEPTH PRIOR TO INSTALLING STORM
SYSTEM.
5 CB 10 SHALL BE STORM FIL TER SEE DETAIL ON SHEET RD-OB
fi CB 4 SHALL BE RL TERRA, SEE DETAIL ON SHEET RD OZ
Z WALLS MEASURING OVER 4-FEET FROM BOTTOM OF F4477NG TO TOP WALL
REQUIRES SEPARA TE BUILDING PERMIT.
a B" STORM SERVICES TO BE AT 2X OR GREATER.
UNDERGROUND UTILITY NOTE
UNDERGROUND U 77LI77ES ARE SHOWN IN 7HE APPROXIMATE LOCA 77ON THERE IS
NO GUARANTEE 7HA T ALL U 77LI TY LINES ARE SHOWN, OR THAT THE L OCA T7ON,
SIZE AND MA 7ERIAL IS ACCURA 7F THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC7701VS OCCUR
PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR S7RUC TURES, TO
DE7FRMINE ACTUAL LOCA ?TONS, SIZE AND MATERIAL. THE CON IRA CTOR SHALL
MAKE THE APPROPRIA7E PROVISION FOR PR07EC7701V OF SAID FACILITIES 7HE
CONTRACTOR SHALL N077FY ONE f9LL AT B-1-1 (WASHINGTOI(811. COM) AND
ARRANGE FOR FIELD LOCA 77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUCTION
R-393507
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE:
BY: DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD AND STORM DRAINAGE PLAN
AS -BUILT
9/18/2D
PAGE
DRAWING NO:
RS-01
SHEET-. 7 27
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