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SEWER STUB
I I SLOTTED
ON51 TE DRI VFWAYS I I UNDERDRAIN FORSHOW FOR REFERENCE
PERMEACONNECT
1 ONLY.❑RIVEWAYS TO BE I �\-SYSTEM PAVER (WALL
j CONSTRUCTED UNDER 1 f i I DRA N FOOTING
I INDIVIDUAL BUI
PERMITS (TYP)LDING 1 `�
I 5'x37'x2' DEEP , 14,960 SF ' `�� + '
INFIL TRA 770M TRENCH W
OVERFLOW PER COR STD `
PLAN 225.20- --- ��`
I SEE INFIL TPA TION TRENCH s p�0 - - , EX CUT EWER SER OCE S O B
j NO TFSy THIS SHEET (TYP) 1+SU 4$ 24.13' L T - SEWER NOTES, THIS SHEET I _
I S1 TE BM 3 RIM TP9 8& 171.16 TO BE
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EX WATER SERVICE
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y - _ WA TER NOTES, THIS SHEET 151 TE BM 2
----- ----- �----------1
lI 4' WOOD PICKET FENCE EV2165.92
'ALL •40 46 w
4' PICKET W000 FENCE
W/KEYSTONE RET WALL �� 6.5' ROW
DEDICATION
RCF ; 5 iO4 i22' DEEP [7N
33� 4" 1E 176.60 (OUT -NE) �� 2 LS 9814 INFILTRA T70N 7NENCH W -y 'r
037V X 0.71N �� ,' OVERFLOW PER COR S7D - -\_QRIPLINE
PLAN 225.20 L + I
3 3SEE INFIL 7RA77ON TRENCH 4 RCF
I NOTES THIS SHEET (TYP) ` JJ
$ Ar LS 40015,18898 IL I
7ppA ` o7pp 0.2N X O.1 t +
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TRACT 26' ,MACT PL
lop
STD PLAN 261.10 (TYP)
R 0A D A
SCALE. 1" = 5'
INFILTRATION TRENCHES NOTES
INFIL TRA 7701V TRENCHES TO BE INSTALLED PER COR STD PLAN 225.20
- TOP OF GRA VEL ELEVA 770N.
LOT 2 (WEST)
172. 00
LOT 2 (EAST)
169.00
- 6" PERFORA TED PVC PIPE IE.•
171.00
168.00
- BOTTOM OF GRAVEL ELEVA T70N:
170.00
16Z OO
- IMPERWOUS AREA TRIBU TAR Y
4,305 SF
3, 923 SF
-REQUIRED TRENCH FOO TPRIN T
181 SF
165 SF
- PROVIDED TRENCH FOOTPRINT
185 Sr
170 SF
TRENCHES SHOWN FOR REFERENCE ONL Y AND ARE TO BE CONSTRUCTED WITH
BUILDING PERMITS
PERMEABLE PAVER NOTES
1. PERMEABLE PAVERS TO BE INSTALLED PER COR STD PLAN 261.10
2 PERMEABLE PAVEMENT CHECK DAMS TO BE INSTALLED PER CDR STD PLAN
261.20 (SEE DT-02). SUBGRADE CHECK DAM HEIGHT TO BE 51. PROVIDE
CHECK DAM AT TOE OF SUBGRA DE/D 0 ANS TREAM LIMIT OF PERMEABLE
PAVEMENT SEC 77ON (S TA 1+30). SPACE CHECK DAMS 4' a C. FROM STA 1+34
TO 2+70 AND 7' a C. FROM STA 2+70 7O 3+26.
J. INSTALL MUTUAL MATERIALS ECO-PRIORA PERMEABLE PAVER OR
EQUIVALENT COORDINA TF FINAL PAVER SELEC77ON W17H OWNER.
4. CONTRACTOR TO VERIFY INS TALLA 77ON REQUIREMENTS WTH PAYER
MANUFACTURER.
5. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH GE07ECHNICAL
RECOMMENDA TONS.
6. ADD 6" LAYER OF SAND BENEATH STANDARD PERMEABLE PAVER SEC77ON
TO PROVIDE WATER QUALITY TREATMENT FOR POLLUTION GENERATING AREA.
10'
12" WA
2.67 IE: 157.466 SS
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. 4.79
3.35 IE:158.26
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11 !
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UTILITY CROSSING DETAIL
SCALE. 1 " = 5'
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS
2 1 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS
►�Am i21 o►
3A� l 33
3 y
DISTURBED PERVIOUS
AREAS NOTE
FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.)
OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOI.
EI T7-IER STOCKPILE AND REDISTRIU TF THE EXISTING DUFF LA YER AND NA 77 VE
TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD
PLAN 264.00
EXISTING UTILITIES
1. CONTRACTOR TO VERIFY LOCA77ON OF EX U77LI77ES AT POINT OF CROSSING
OR CONNE7701V PRIOR TO CONSMUC7701V AND N077FY ENGINEER IF
CONFLICTS ARISE
2. CROSSINGS WERE DETERMINED USING 3' OF COVER DYER THE EXIS77NG WA TER
AND GAS MAIN IN 126 TV AVE NE
3 ADJUST RIM OF EX U77LI77ES AS NEEDED TO MATCH FG.
LID NOTE
LID REQUIREMENT SATISFIED BY APPL YING BMP T5.13 TO ALL DISTURBED
PERVIOUS AREAS AND BY ROU77NG ON97E IMPERVIOUS AREAS (ROOF, WALKWA M
AND PA TIOS) TO LIM17ED INFIL TRA 77ON TRENCHES, CONSTRUCTED A T BUILDING
PERMIT. ALSO, PERMEABLE PAVEMENT WILL BE U77LIZED FOR ONSITE ACCESS AND
DRI VEWA YS.
ROW NOTES
1. PATCHES TO ROADWAY SHALL BE PER COR STD PLAN 110 AND 11020.
EXISTING UTILITY NOTE
EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA T10N, SIZE
AND MATERIAL IS ACCURATE* THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, IN 7FRFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 7701V FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCA 77ONS, SIZE AND MA TERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIA TE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE
CONTRACTOR SHALL NOTIFY ONE CALL AT 6-1-1 (WASHINGTON811.COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
LMT
3/31 /21
suauEYm:
GOLDSMITH
9/9/22
DESID M
ALIREZ4 RAMEZANI, PE
DRAWN*.
ALLEN BREWER
CHECKED:
YANNICK METS, PE
BY
DATE
APPR
PPPRwm:
SCALE,
AS NOTED
ONE INCH
AT FULL mll
OF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: K*0 1
HGfazx &. Nm 1983 1991
DATUM
Il W
o s 6" IE 153.47 (IN-W)
- SITE BMill"
f 1 + 7MS-1 ELEV=161.65
SA WCUT (TYP)
O 10+84.66, 4.99' RT
_ - I 6"1E 153.72 (IN-W)
SIDE SE*ER CONNECTION
1 TO EXIS77NG MAIN PER CUR
STD PLAN 406.1 (TYP)
f 34 =6"
® 6.32X
.- 1 WA 7ER SERVICE PER
I _ I- COR STD PLAN 3201 D.
SEE WA TER NO TESy THIS
tD
1... - SHEET (TYP)
r: I 14.05 13, 21.62' LT
1-FIRE HYDRANT ASSEMBL Y
21 L COR
S DITD PLAN 31 D.1
R a W/ CONC BLOCKING
II .. ` L 5SCO 5
!pF I 1+29.33, 6.49'LT
Ills I I- RIM -1fiz80162.84
j GRAVEL 6" IE 156.55 (IN- W)
I D 1VEWAY 6" IE 156.55 (OUT-E)
�•R
II �I y EX SSMH
FUG, 0 10+25.49, 5.25 RT
I o I RIM 165.39
L 8" CONC IE 158.40 (N)
a \ 8" CONC IE 158.45 (S)
-f T 2" WATER RECORD
SIZE & LOCA 770N
I
SIDE SEWER NOTES
B U EE L I N E
25 CENTRAL WAY, SUITE 466,
KIRKLAND, WA 98o33
P' 425-216-4651 F' 425-216-4652
WWW-THEBLU ELINEGRbUP-CbM
N
SCALE: 1 " = 20'
❑ 10 20 40
1. A SEPARA TE SEWER PERMIT WILL BE REQUIRED
2. NEW SIDE SEWERS TO BE 6" PVC SDR-35 WI'TN MINIMUM SLOPE OF 2%
UNLESS N07FD 07HERWSE. CONFORM TO COR STD PLANS 404 2, 405, 406.1.
J. SS CLEANOUTS TO BE PER COR STD PLAN 403 1.
4. EXISTING SIDE SEWER ON LOT 1 SHALL BE REMOVED, CUT, AND CAPPED AT
7HE PROPERTY LINE.
0
WATER NOTES
1. A SEPARA TE WA TER PERMIT WILL BE REQUIRED FOR SERVICE INSTALLS AND
DROP IN METERS
2. EXIS77NG SERVICE TO BE CUT AND CAPPED BY CITY FORCES AT LOCA77ON
SHOWN PER CURRENT PUBLIC WORKS SPECIFICA 77ONS
J. NEW 1 " WA TER SERVICE AND ME7ER IS TYPICAL SIZE FOR A NEW SINGLE
FAMIL Y HOME REQUIRING FIRE SPRINKLERS SIZE MA Y VA Y, BASED ON UPC
SIZING CRITERIA, AND SHALL BE CONFIRMED BY BUILDER PRIOR TO
CONSTRUCTION. NEW WA TER SERVICES AND METERS TO BE INSTALLED BY
CITY FORCES A T LOCA 77ON SHOWN PER COR STD DETAIL 320 1.
STORM NOTES
1. STORM SERVICES TO BE 6" PVC AT 2% MIN SLOPE UNLESS OTHERWISE
N07ED.
2 MINIMUM COVER OVER STORM DRAINAGE SHALL CONFORM TO COR STD PLAN
220.10.
J. CLEANOUTS TO BE PER CDR STD PLAN 226.
4. YARD DRAINS TO BE PER DETAIL, SHEET DT-01.
919122
CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-417108
S-417103
W-417103
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING PLANNING DIVISION
Nathan Jandars 0510312021 APPROVED
O5/03/2021 jding
REGIONAL FIRE AUTHORITY �>wras WATER UTILITY O
APPROVED agafour 0514312021 0_
cthomas 05/03/2021
9/ 12/22 DAM
UTILITY PLAN J
nun"": BOOK LLJ
PACE: PAGE _
MITCHELL SH0RT PLAT DRAVANGNO:
CIVIL CDNETRUCTICIN PERMIT uT-Q 1
3 3 4 2 70 0 4 B C SHEEr. $ OF. 10