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INFILTRATION FACILITY
CONSTRUCTED VOLUME = 3,405 CF
VOLUME PROVIDED = 3,310 CF
FOOT PRINT PROVIDED = 4,960 SF
TOP OF TANK ELEV = 372.5
MAX WATER SURFACE = 371.67
BOT OF TANK = 370.95
UTILITY CROSSINGS:
QIE 12" SD=371.04
T/P 8" SS=365.64
QIE 12" SD=370.65
T/P 8" W=369.14
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EX OVERHEAD WIRING FOR " SD (PUBLIC)
CONNECT WALL DRAIN la II I
TO STORM LINE. SIGNAL TO BE RELOCATED
UNDERGROUND III
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CONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO 11 I
CONSTRUCTION AND VERIFY EXACT I II I
ELEVATION. CONTACT ENGINEER IF
CONFLICT EXISTS.
DRAINAGE NOTES: I w J¢ it it I
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1. STORM DRAIN (SD) SHALL BE LCPE UNLESS I W SIGNAL POLE PER-1 I I
NOTED OTHERWISE. % a WSDOT STANDARDS ' II
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NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER
OF GRATE. NOT CENTER OF STRUCTURE.
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EX SIGNAL HEAD AND PUSH BUTTON
TO BE RELOCATED TO NEW POLE.
EX POLE TO BE REMOVED.
TREE PROTECTION FENCE ADJACENT TO
156TH AVE SE SHALL BE PLACED ALONG
THE BACK OF CURB. A CERTIFICATE
ARBORIST SHALL BE ONSITE TO EVALUATE
CONSTRUCTION IMPACT IN THE MRPZ. MINIMUM
PROTECTION
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ASBUILT DRAINAGE FACILITY PLAN - TRACT A
X2
EDENFIELD MPTER H RT PLAT SU S O
BOLLARDS SEE A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
DETAIL ON SHEET 27 CITY OF RENTON7 KING COUNTY, WASHINGTON 385
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SHARED DRIVE
cw 375
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q� I 4+ LF 12 DI (PRIVATE) d
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° a d 8• cm
CDS PRESETTLING UNIT
/-42 LF 12" SD (PRIVATE) SEE DETAIL ON SHEET 17._
370.20 •• • 5 •. • • • .
SEE OUTFALL PROFILE fr LF' 12"' DI (PRIVATE)
ON SHEET 17.
73.4.3 YD EMERGENCY STORMFILTER
A=575.89 � OVERFLOW 4 CARTRIDGE CATCH BASIN
1 48 (6) " SEE DETAIL ON SHEET 17
\�� 5 LF 12" SD (PRIVATE) —
LF 12" DI (PRIVATE)
8
74.6------- ------ —,
CBf2 I 374.60
PROPOSED HAMMERHEAD
\ I I EASEMENT ( TYP
\ 67 I SEE SHEET5 FOR DETAILS
G& LF 6" PVC
\. 0
/ I I a70.$
�\ I 20' FIRE ACCESSTUR
:.
T I \► I DETAINAROUND ON SHEETE2
ACO STORMBRIXX
INFILTRATION FACILITY.
SEE STORMBRIXX PLAN
374.60 PREPARED BY ACO, INC.
CONTAINED WITHIN THIS PLAN
5' SIDEWALK TO BE PLACED TRACT A I SET FOR FURTHER DETAILS.
I I I AT GRADE SEE SHEET 18 �' , DRAINAGE FACILITY
�12' R/W I I I FOR MORE DETAILS.
DEDICATION \ I 1 I 00 55.13'
A I i I TREE PROTECTION FENCE AND 374.60
/ \ I EASEMENT INSTALLED PER TREE
/ I RETENTION PLAN ON SHEETS 37 TO 39
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/ -4- LF 6" PVC
/ i I 0 0.50%
YD
RIM=372-9:7 373.46
/ d I E I =3�0z 6" E � ( )371.01 I
SIDEWALK EASEMENT I
WIDTH VARIES
374.40
10,
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-------_,\------------- ---- ---I
TREE PROTECTION FENCE AND
` EASEMENT INSTALLED PER TREE
/ RETENTION PLAN ON SHEETS 37 TO 39
d EX WATER METER _
/ TO BE REMOVED 3�4 PROPOSED LANDSCAPE
BUFFER EASEMENT
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1 RECORD DRAWINGS AS BUILT
BENCHMARK
FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO.
REVISION
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DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY DATE APPR APPROVED:
BJT
370
365
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SCALE: 1 "=20'
VERTICAL
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SCALE: 1 "=5'
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s"ALE: PLAN: 1 "=10' VEIMCAL: Ni IM
PROF: H 1 "=20' HORIZONTAL' NAD 19W/1ee1
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IF NOT ONE INCH
SCALE ACCORDINGLY
SECTION F-F
HORIZ. 1 "=20' - VERT. 1 "=5'
CALL BEFORE YOU DIG:
1-800-424-5555
. k CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-418816
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT DRAINAGE FACILITY
PLAN - TRACT A
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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