HomeMy WebLinkAboutR-404104,1
MATCH BELOW RIGHT
MA TCH Ll 1 I i I MATCH LINE
STA. 23+ 5 I 1 , IE=376.27
I ' ' I
1 L I I
-RESTORE EX. LANDSCAPING TO
MATCH EX. OR BETTER, TIP.
,, i-ER METER &
IRR. BOX TO REMAIN
1 j I I I 12" CONC CULVERT (REM.)
I o I LE.=382.40'
BLOCK WALL TAX PARCEL
\r ` ' ' #0087000275
I � I I_
82'-•12" LCPE ® 0.619 LOT 12
17024 106TH
GRAVEL AVE SE
1 i DRIVEWAY
I GRAVEL RESTORATION AS REQ'D.
TAX PARCEL I = 1 i 1\ \` 12" CONC CULVERT (REM.)
#0087000213 1.E.=381.32'
, I
CB-1A, TYPE 2-48"
W/VANED GRATE
17029 106TH A::: : ; �' - �� TOP=382.5
IE=375.77 (12'N&S)
A VE SE
I I I I Iw
ss-
}�. . I I IS I . L 12" CPP CULVERT (REM.)
SLER MANHOLE \ (�) B I I LE.=380.70'
RIM EL=382.32 a _ _
(S) 12" PVC LE.=367.30' �� I J 01
NEW 8" PVC (N)=367.40 ' I 1 CONC. WALL
'OH i TO REMAIN
oN '\ I 1 PAVING RESTORATION AS REQD.
0 I EX. PP TAX PARCEL
TO REMAIN #nOR7nnn283
1 oy SUPPORT UTILITY POLE DURING
TAX PARCEL o N ! '� CONSTRUCTION OF STORM DRAIN
#0087000215 + i i I EX WATERMETER
r J TO REMAIN 17030 106TH
A VE SE
GAS PAINT I � n i i �ONC. DRIV�G' Y
LINE I I I x I
1 I Io I
I
I
EDGE?
ASPHAL
\ 149' 12" LCPE 0 0.61%
� \ I
GRAVEL f/ WN Y
I
GRAVEL R RATION AS REQ D.
� o
o CONC. WALL H�
I
N
oy
12" CONC. CULVERT (REM.)
TAX PARCEL L LJ
#0087000214 Q
CA
10526 SE
172ND ST.
r
CB-1B, TYPE
W/BEEHIVE GR�1� ,
TOP=376. if
EX. CATCH BASIN I/E=374.86 \
RIM=376.51'
EX.IE=374.61 '(NE,18"CMP).
EX.IE=374.41'(SW,12"CONC)
374.59'(N,121CPE) 43'-1 DI ® 161A
VERIFY LOCA77ON & INVERT I
I
J 0
APPROXIMATE L CAITON Wl
OF STORM DRAINAGE PER 6�
COR MAPPING
FOUND
CASED
MONUMENT
W/TACK - 58.68(R2)
SSMH 719.9 '(M)
RIM=374.93'
IE=357.86'(N,12"PVC)
IE=357.91(E,12'PVC)
IE=357.81'(W,12"PVC)
DEPTH VARIES (MINIMUM
IS 1) SEE DETAILED
GRADING ABOVE
0
I
I
o Ir„ I IE=378.25'
J
al
I
I
jl
EX. WATER
METER TO
I
I
j
REMAIN
it
TAX PARCEL
I=
I
I #00870002Rn
I
LOT 17
1
I
DITCH TO BE RESTORED
o
I
�
PER SEC77ON THIS SHEET
1 /034 106TH
A VE SE
�7RANS17TON FROM FULL
I
DEPTH DITCH RESTORA7ON
I
TO FILLED DITCH
FILL EXISTING DITCH.
INSTALL REVERSE SLOPE
GRAVEL SHOULDER
I
I
REMOVE
l
EX. CULVERT (REMAIN)
o
IE=374.58'(187CONC)
EX. PP
VERTTO REMAIN
CULVERT
I� I
IE=375.56'(18"CONC)
SOH
OH
1
iD
S
0+" W
661.35'(P) 661.23(R2)
7�19.94(R3)
11
S
17 2 N D ST
PUBLIC
` \_SS \
- RESTORE EXISTING
GRASS DITCH TO
PREVIOUS
CONDITIONS
i� i\ 1
DITCH RESTORATION DETAIL
Know what's below.
Call before you dig.
I I i I
TAX PARCEL
J0087000194 I 1
' TAX PARCEL
I n o I J0087000260
LOT 9
17013 106TH W/SOLID�1 D �0� �►r I,I CB-8 EYPE 1 17006 106TH I LOT 18
AVE SE I TOP=400.50 IE=40.00f / A VE SE THE PLAT OF x
IE=397.50 I 18'=12 LCPE ®13.899 W GRATE o
". TOP=401.4 AKER S FARMS N0. 5 WOOD WALL LIES 0.8'
r BLOCK 4 LOT 9 NORTH OF PROP. LINE oI o
I 17-12 E ®2.94% IE=398.00 CREATE AN 18" DEEP GRASS LINED \
1 SWALE 0 6.71.t TO CAPTURE OFFSITE f VOLUME 40 OF PLATS. PAGE 27 x FOUND IRON
DRAINAGE. TO FLOW TO CB-8 PE O 80' o OHO
L
IMPERVIOUS SURFACE TABLE:
LOT#
LOT AREA (SF)
MAX. IMPERVIOUS (SF)
1
5,100
3,315
2
5,100
3,315
3
6,000
3,900
4
6,000
3,900
5
6,556
4,261
6
7,202
4,681
7
7,394
4,806
8
5,710
3,711
9
5,709
3,710
10
5,708
3,710
11
5,100
3,315
EX. UTILITY NOTE
CAU77ON EXISTING U77LITIES CROSS
PROPOSED STORM DRAIN & MAY BE
HAZARDOUS COORDINATE WITH ALL
U77LITIES TO VERIFY BURIED &
OVERHEAD UTILITY LOCATIONS.
CROSSING TABLE:
CROSSING
TOP
PIPE
BOTTOM PIPE
SEPARATION
(FT)
1
8"W
388.35
12"SD
390.81
2.51
2
8"SS
581.06
12"SD
390.28
9.22
3
8"W
388.35
12"SD
389.72
1.37
4
8"SS
383.03
12"SD
389.25
6.22
5
4"W
394.11
12"SD
395.11
1.00
6
8"SS
387.99
12"SD
394.55
6.56
7
4"W
394.00
12"SD
394.98
0.98 k
8
8"SS
389.68
12"SD
394.78
5.10
9
8"SS
380.48
EX.8"W
387.68f
7.20
* ADD ETHAFOAM PAD AT CROSSING
7 -------------
- :I , ::::: � _ 9 \2 /�� �pA - . \Q 8875'1 _ _
zoo I - _ - ` �� _ �6 _ _ 406 90 S �0� �0 1 9162 -- --------------- 406 ----_PROP. FOR. _� �0� 1 1�X DITCH
E C 300 00 (P) >c
I G 1.-\ - lT -E- ,''- •L� - - - I _ I �� - >` >� - i
I L U I i 1 I EX. U11�dLY POLE TO BE \ b - r- - - --�- - - - - - - - - -
_ I V. S
::::� I ------------- - - - - -
-------\\ - ----------------- - - - - --EX405.5 BT FOUND REBAR &
REL�CAIF TO THE NORTH- !
OUIIDE AdANTER STRIP -------� �06 ' - . !CAP LS 128238
W I T::: : _-- ----------406--- - - - - - - - - - q05 10.43' N43°W OF
I i ` \ 1 \`� __z ! _ - CREATE AN 18" DEEP GRASS LINED �� I. PROP. COR
V Q1 N 1 ! ° o\a a I -- ��: LOT 2 \\ I �' - 74--- SWALE ® 1.O/-..t TO CAPTURE OFFSITE I b --DIVERT EXIS77NG SWALE
=I 400°58 -4r0d 5 100 SF \ I , . L DRA/NAGS. TO FLOW TO CB-17 I TO NEW CB-17. LINE WITH
QUARRY SPALL ARMOR
TAX PARCEL 1 CB-17 TYPE 1
#0087000265 __----- -_- :.: ,
F-PWSI: ; PRIVATE
��----------------------- - 4W/GRATE
_------------------------- -- TOP=404.20 FA
404
4047=0220LOT 10
.�I I / •'�•'" ` L ` I b`� ' � _-- `L ::�� ' o o--EXISTING
\ I \\ ���� DITCH ELEV.S
TAX PARCEL I �; ' I I IE 396.01 b
J0087000198 1 1 1 ,, I W .: �� I I TAX PARCEL
402 I :..:., #0087000300
�D 402 __ Iy1
------------
INSTALS, 6" LCPE ROOF COLLECTOR PIPE ®0.50% � .LOT 3 40 - 402 I
,� - °- MIN. S OPE PER CO LOT 4 LOT 6 402
' I I � I� ) ��� 6,0� SF --------- -�, ��� 17015 108TH
17019 106 TH ' I ' ' Wx \ I 3
I I I / i a ti : �� 6,000 SF LOT 5 7,202 SF , AVE SE
A VE SE i I I i i W W 11 N 1� S 6, 556 SF 1
62'-6 LCPE
®8.7 -:; 1 `r LOT 17
CB-�S, TYPE 1
D � MODIFIED CEMENT CONC
----r -
\ h' W/s LOT 1-----400----- --- - -�- ----- I
L - DRIVEWAY ENTRANCE '
( ) CB-20, TIFF 1 �L94 2 DEEP GRAVEL
� I rn : g6 • N � �'�� PRIVATE f I I
5,100 SF PER 104.3. ALL DRIVE AYS - _ 400
W SOLID LID K FILLED INTERCEPTOR
TOP=395.25 /
CIE=39258 �o EXCEPT LOTS 5 & 6 PRIVATE I ,� 2% I T �� 7RENCH W 8 PERF PVC
12 W o SEE DE T 7 INSTALL 6" LCPE ROOF I I / "
I TOP=399.00 I I \. ®4.73%
I z 1� • W c3 Sl�CO COLLECTOR PIPE 0 0.50% IE=396.00
266-12 LCPE � i I +::. --� IW �. � o '� IE 3941.0 __�` INSTALL NO PARK)NG ANYTIME" -�° -° . ��\ MIN. SJ.O�E PER COR STD � i - � \ i I CB-16C TYPE 1
0 147. I oo I a SIGN (R7 102) PER COR SID 129.
1 W W PRIVATE
1 100' O.C. (TYP) ( )
I \\ ° PLAN 225.00 TYP I \I 1
CB-6, TYPE 1 I 1 W °� 16'-8" LCPE \\ °°°.\ I I u t:
N I W 9 _ 400 I :, o W SOLID LID
W/GRATE :: : I " I-16.069 3y8 se - SOCO i \ - i i __ ' �_ 400 -- �- N / - FA
CB 12, TYPE 1
TOP=394.08 I \ -CB-S, T1PE - - �- - - `� - - - o B 10 TYPE 1 ° i�o a - \ SOCO W/7HRU CURB I I i' \ r IE 397.755
I . : I I \ W/GRATE IE 395.53 - \ E 396 30 INLET I I -
IE=391.00 :I \ W/THRU-CURB INLET ° ... ° -lib - - \ ' \ TAX PARCEL
I : ° \ \ TOP=398.33 / r = - - - - - - - -TOE 38$.1a - I
�-TOP=39311 \ IE=395.33 / \�30'-6" LCP SDCO IE=395.06 �i' I t - - -�- - - - - i-
IE=390.01_ I � 1.00 IE 396.05 18" THICKEN �E I N 74'-6" L ,� N J0087000298
ED,E GE l \SDCOI s0 g ®1.00 o IE 396. 4 ' 16'-8" LCPE ®18.56�
`� � �. ...'9iri .. -.a\. •.-- °•. a °' .3�694�WJDE. IDEWALK. � .Y�-� ... \-\. •6.. a - .-°\ . � \ � , i °
21+4352 (106TH)48-12" LCPE / \ �n \ 17019 108TH
Ig I W W W W W W W W W W W W\ W W W W W W
10+00.00 (170TH) ®5.21% 1 I I �s \W W W W W \ *_I W W W\�.. :a W ° J • °W ..W { • W +. ° . g y . �12.1.M `(�h N I AVE SE
W i W W W I W W i i W W W •Y W W W •Y W W W 2� LCP ,,, „• /�
I �
FULL WIDTH GRIND & I N 1 I `� �D 3 W,, \ W y W . W . ° 5" a//W W W O W \ h' 398
--OV€RLAY OF ASPHALT I I _mow 22r12" LC E �\ W 5 " 16 �W
REQUIRED FOR TOP 97° - 7 _ - w W 18-1 LCPE ®5.56% 11 �y5 6g� W
I �-- __ - i - - � w 1, 7 12 � 12k � W CB-168 TYPE 1
LIFT FROM STA. 19+96 ! 10 0 - ' - - PRIVATE
TO STA. 2 +18 I = 4 \�9----F-I__ W
I Ss / 170TH PLS�\\ , -� -- ; - N - i 18'-8" LCPE ®2009 W SOLID LID
,- \ Ss `�o\ 6 12+00 I 30% I TOP=399.42 FA -
EX. U77LITY POLE TO B REMOVED - I ' \ \ SS SS 'p 8 13+00 I I IE=394.78
I \ 131-12 LCPE 0 4.10% Ss ss
AND OVERHEAD SERVIC TO HOME TO ::::I I alb. t \ ` 74'-12" LCPE 0 0.50% ' " Ss SS ! I INSTALL TYPE 111 TRAFFIC
THE WEST TO BE UNDERGROUNDED ro I 1 9 �,ti� W W \ W W E 1W WWW /: W °° . IW SD . sD sB' 1 -12 LCPE 0 2.00% t BARRICADE WITH DEAD END"
I \ W a 1RAIE W _ 23'-8`� ° AND "FUTURE ROADWAY
y. W WW WW WW WW W�W�W - ° WW IWW :WWW W WWWW WWW W�•�. WWW W W W W W
d' a W I W ® ?.00%. �y W �� ° i'W W r/yI\/III^V,,)\�,I/�/�II d ° ° W l EXTENSION" SIGNS ATTACHED
I ..° 388.96 , .. .>W.. W.° �° .e :° ° •.�9 W° d •° W W W W W W W W W -�W ` W W W W W W W W W W W W W W/ W ° W W W WjW W W W
W W W FUTURE ROADWAY EX7ENSION
I31'� 2" LCPE ®6.32% $'• = .: i/ Q �\ . A' W ° W W W a a i
EX. 12" C C VERT REM. I -� - IMPROVEMENTS BY OTHERS
(REM.) I W . °. CB-4A E 1 �/ I °. ° a ° 99 W ° ,
N I �. �:i c - y a
o LE.=391.89' 1 N I I of _ _ W/GRA I �, • :2 __----C' \ d° 0'-6" LCPE �� . �, 26'-8" LCPE- ,� I CB-16A TAPE 1
TOP=391.100 -- - - - -g - - - - _ _ ®1.00% ®0.50% ti `� 12+69.54 170TH = ° I / PRIVATE
_ .4 SD A..d 6 . I
1 I \ a I IE=387.9 b I -� °-. _ -- _ \30- +0 AMMER SDCO 1 39. �3° 20'-8" LCPE I� W/SOLID LID
I 9 W Cb 4B, TYPE 1 I a d . i - =sue + B�11,--_T1P-E ° - ®4.10% ! 1 TOP=399.42 FA
I I Q9 a \ I I W S0,! ID LID SDCO ° ? / SDCO i o - - Y- - - - - - -
EK. 12" CONC CULVERT REM. I :::: / I IE 395.3 / \ ' N W/TH CURB INLET ° - IE=394.42
( I I TOP=.392.00 I . - ° - I IE 394.84 \ 394. SOCO TOP=398.10 400 , - ° I N07E.• A CONS7RUCRON EASEMENT MUST B
LE.=390.71' I W I I I IF1394.97 IE 394. ° ° CB-16, TYPE 1
I I I I I IE=387.00 I ° /- 50-6 LC E PRIVATE
ALL POWER LINES TO BE " � I I I ' d ' �o� l \ I OBTAINED FROM ADJACENT PROPERTY
UNDERGROUND ALONG 1 ' \ \� 394 ' /- a' 1 \\ ®,1:00% a W/GRATE iI
FRONTAGE & WITHIN I i : W 1.5 °. 1 -- I I CB-9 TYPE 1 1 I \ �� d TOP=397.90 FA OWNERS PRIOR TO INSTALLATION OF ROAD
! W W 4 -12 LCPE ®6. 79 I \ - yi IMPROVEMENTS THAT ABUT PROPERTY LINE.
90 I I� I / I " LOT 111 W/GRA7E CB-19 TYPE 1 CB-21 TYPE 1 IE=393.60
PLAT PER U77LITY : a 3 I ! , �, \ I \ -SHEET FLOW 12 4" LCP I1
COMPANY STANDARDS. t I , w ` 1 \ \ TOP=398.33 W/SOLID LID W/SOLID LID INSTALL 6" LCPE OOF COLLECTOR
I �9: I W k c� I \ I 5, 1 DO SF DISPERSION WITH 10' 0 1COY
. a�
DESIGN BY OTHERS IE=394.33 PRIVATE PRIVATE PIPE ®0.50% MI .SLOPE PER 1 I o
I \ F_LO_W_PA_T�H (TYP) - 398 TOP=398.35 II TOP=39& 17 COR SO 225.00TAX PARCEL ----- 1 398 ( ) , III i aN
AX PARCEL--_ IE=394.7s .398#0087000203 I 9& ,tL0087000295
1-12"
LC 19.41%
LOT 10 LOT 16
-48" 1 i ::::I 1 91'-12" LCPE` 23.3% \\ \\\ -- 5 708 SF i LOT P \� L 18-- I i/ �" Q
W GRATE I ' I , 5' / , 15, 709 iSF `. _ --' S, -SF LOT 7 1 /� m 17023 108 TH
TOP=389.50 I I w L �\ �_3 2 GRATE W 5 x 0 1 \\ -��� / I I �� I / Lys AVE SE
17023 106 TH I I I W W I I I 7 394 SF I
C17 IE=377.10 i I I� I REMOV LOCKING ACC �S$ PAN&S __3 4
II �
TOP ELV. OF HOLLOW TALI PARCEL
AUE I I :� �:�: w • -�� 0 �cS U S S A -______ i 21.5 LFDISPERSION I I J
N I :: I �. I ELV=390.00 ` ' I - CORE PANELS=389.00. l \� REA7F AN 18" DEEP GRASS LINED
ACCE MANHOLE TYP
10' WIDE URB CUT-_ I .....I I - - \ - PROVIDE 1.0' MINIMUM ' 0087000270 RENCH W/25' FL0 A1H \ WALE 0 251-.f TO CAP711RE OFFSI
WITH GRAVEL ACCESS I 3 � d II � I FG=396.9 `
I SOIL COVER OVER PANELS I RA/NAGE. TO FLOW TO CB-16 b'
BEHIND SIDEWALK. I I - I `� 1 ----- --- / 1E=393.0 I a
INSTALL 4 X BOLLARDS �::: 1 I 1 75 I \ I 3 ¢ ` / / -- ----_ ----- �__-- II w
E IE -
AT BACK OF SIDEWALK. : :.I I I ' o --------� IE 776 VA LT 11 - / LOT 11 I ,
I.:. I.::: : I: o p.. T 77 II
MIDDLE TlIVO BOLLARDS !�: F �° I 30, 22 F (ETE 11b VO UM �I --1 -__ 21.5 LF DISPERSION
I. ^b I _ 15 LF DISPERSION
SHALL BE REMOVABLE : `�a'� I I W 1 , CF (WA R �AaL TY OLU E4p,, j --- _ 7RENCH W/25' FLOWPATH i Y I I
•.� \.1 I: ::=:1 � 388 •� W \\ : �� ..... -.I.... --- \ - _ �• UL �--FG=335.0 7RENCH W/25' FLOWPAIN
/! I
1E=392.0 1
L 1E=393.0
M 5
I CB-15 TYPE 2 48"0
4 0 \O PER COR STD 201.0029 TYPE 2-48"
I \
,91 S VA LT \ I l PER COR STD 201.00 , / \ PRIVATE W/SOLID LID
1 - - i ' 394 PRIVATE W/SOLID LID ' I Apq RIM=401.50 FA
Z W/VA ED GRA 1E -� I I ES I - I TbP=395.50 FA -1 f.5 L D/SPEkS/ON 1 II� IE=391.56
a l U ET IE= 76. 5 +- _- _ _ _ __ -__- TRENCH 11>25' FLOVg7N o
� TOP- 86.93 _ ! _ IE=388.48 _ /
5 IE=3 393 (12"N) r.:::::1 I:::::::: a --- ----__ - - - - - - _ FG= %
\ 394 " -------------- 398 -IE=0 -
• -•� I r �90 8¢ 8 PRl CP - ASS SD ®5.24% 53-8 PRIVA PE BYPASS SD >�0 % - FOUND REBAR & CAP LS
6.60 (12"W&S) i I:::I: i 1 � s° � __ SD_ � ----- ----
� IE=44.16 (8"SE) : : l 1 I --- SD LSD - " sD ���� #29537 0.4' N13°W OF PROP.
154' PR/VA7F LCPE BYPASS SD a 2.00% / O l COR. :.: i /: CB-13 TYPE 1 �' K / f _ ,2,�" '� J
W ! N I PRIVATE W/SOLID LID ti I PER COR STD 201.00 THE PLAT of
17024 106TH -- PRIVATE W K S 88°13'37" E299.77(C) ()
TOP=387.40
/SOLID LID ER S FARMS N0. LOT 12 300.00 P CHAINLINK FENCE RUNS
V. IE=384.40 AUE SE TOP=394.75 FA BLOCK ALONG PROP. LINE '
24'-8" LCPE CI 1.00% VOLUME 40 OF PUTTS, PAGE 27
i -EX. U7ILITY POLE TOPE RELOCATED IE=387.42
TO SOU7H OUTSIDE PLANTER STRIP NOTE R-404104
I. I
FULL CLEANING OF THE STORMWA7ER VAULT IS REQUIRED
,`Q I� i 26'-12" LCPE ® 0.507PRIOR TO COMPLE77ON OF THE CIVIL CONSTRUCTION PERMIT.
TAX PARCEL I :: ; ' I 53'-12" LCPE ® 0.61%
-BACKFILL EX. DITCH W'/
#0087000213 I FREE -DRAINING BACKFILL, TYP.
NI NOTE IN COMPLIANCE WITH CITY OF RENTON STANDARDS
I r i I THE MAXIMUM ALLOWABLE IMPERVIOUS SURFACE PER
MA TCH Ll I ::: k I i MATCH LINE ZONING FOR EACH LOT (65 PERCENT OF LOT SIZE) WAS
STA I IE=376.27 USED TO SIZE THE VAULT. DEVELOPMENT ENGINEERING
I
r. I I Michael Sippo 06/22/2023 'R
MATTCHCH ABOVE LEFT ,O
1700 NW GILMAN BLVD, STE 200
WA 98027
IVIL2
PHONE: (4 2 5) 8 21- 5 0 3 8
5
PER CITY OF RENTON COMMENTS
TLK
1 1-6-2023
NEM
SURVEYED:
SCALE:
1 »-20 '
VERTICAL NAVD 1988
HORIZONTAL-NAD 1983/1991
DATU M
4
PER CITY OF RENTON COMMENTS
TLK
9-30-22
NEM
DESIGNED: NEM
3
PER CITY OF RENTON COMMENTS
KAL
5-18-21
KALISSAQUAH,
PER CITY OF RENTON COMMENTS
KAL
6-17-19
KAL
DRAWN:
TLK
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1
CONSTRUCTION PLAN SET
KAL
9-24-18
KAL
CHECKED:
NEM
N 0 .
REVISION
BY
DATE
AP P R
APPROVED: NEM
GRAPHIC SCALE
20 0 10 20
SCALE: 1" = 20'
CITY OF
RENTON
Planning/Building/Public Works Dept.
SURFACE WATER UTILITY
911
jfarah 06/22/2023 1"5
Renton Subdivision
17018 & 17022106th Avenue SE
Renton, WA 98055
ROAD & DRAINAGE CONTROL PLAN
N
DATE:
1-6-2023
FIELDBOOK: 0
PAGE: N
DRAWING NO: ►ni
SHEET: 4 OF,
1