HomeMy WebLinkAboutS-31370232 A PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M. NOTES:
T.24N N88'4528 "W N. LINE OF SEC. 5 -23 -5 I
� — — _ — — 'v10N. 0.45' S. 1: DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
5 7 — 0.26' E. T SUNS CON INFILTRATION CATCH BASINS,
T23N 1323.15' (P)(C) — 1/ PER PLAT OF SUNSET HILLS
N 114 OF SEC. 5 -23 -5 i 2, EACH HOUSE TO CONSTRUCT; INFILTRATION SYSTEM FOR
/PER PLAT OF SUNSET HILLS I ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT.
CITY OF RENO, CONTROL I 2g6� 3. IF THE PROPOSED SINGLE - FAMILY STRUCTURES EXCEED
MONUMENT PJO. 266 9 U
asso'3 "(.p)(C) 013'37 ) � GO 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GP
FOUND CASED CONC MON 3 I AND REQUIRES TWO HYDRANTS WITHIN 300 FT, OF THE
27 \ N STRUCTURE,
th gT w I 4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIO
I3 �I IN TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
ELI w 40' LONG ROOF /GUTTER - °DID / W I SEWER MAIN,
fY, h I DOWNSPOUT INFIL TPA TION �w I I, 5, ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CIT
LEGEND: TRENCH. 2' Wm LEVEL 20' ACCESS EASEMENT ((
F 0 0 3X c ; OF RENTON TRENCH REST ❑RATI ❑N AND STREET OVERLAY
i A (SEE DET. SHE. 4) W/ 25' RADII EXISTING SIDE SEWER N !��I REQUIREMENTS,
❑ CATCH BASIN FOR LOT 1 � I N, \k86 'Oil
LO cv UDUTY POLE FENCE ON INE N89'16'40 "W 252.61' 130.00' 1 I
X— X x--- x---x, )+--x-L x N ®�
cns vuvE L9 -6 ^ 79:74' N
F — . — r.26'_ _ �I
a W i I D4 WATER I�ALVE -
i� I - I Mrn, 10 FFE, G _ T �
W B3 WATER METER 00T5 !N OU I 1 L„ L I -- — �� 27 65'
O fTREH1DRANT W (PR /) 11�(ASPH 10 I. L ®00 LINHOUS�r I(REMOIiED)L I.I U. LOl. % SS —S � I..� 2,,8qq... ^['�_ REMAIN FOR METER TO
SSMH SEIYER MANHOLE N F , 298.0 I FOOT I �. p 18 �4 10' i 10' I (PREL -I_ — O EXISTING of o I STREET NAME SIGN FLOW' LINE TO BE
Z E/P EDGE OF PAVEMENT ! I II I. I 6'�VC SIDEI I Q_ HOUSE _ i-
� io � (SEE
PRIVATE RD" & 4) DIRECTED TO CATCH
R/W RIGHT -OF -WAY Z T • SEWED[- "2G, �N J 1264 SF BASIN w
Ley W �_ I = I— - �I "ABERDEEN AVE NE" Z ?
06 f_ �j I M W/DE THICKENED I
Q 3 INSTALL- END P T. 6 P SID �� ^ EDGECIIRB— — 9 NE 3/4' WAT I CATCH BASIN #3 (TYPE ll 26'
tr O F1 0 1- PERMANENT 2" BLOW OFF ASSY ®2 37 0 5 3' PRI R AD E M ER (TYP)! I WA I ;w EASEMENT w
S W R@ 2. Ko V `�S- I N STA 0 +32, '12' RT z
Z� 1 4' D.I. CAP (MJ) DRIVE I RIM, 291.6 I 0
„ O s ,., ,N FLOW LINE: 10' 3' ESMT
o 1 -4' x4" VERT. CROSS 45. 9p IE, 289.6 (12',S) w
— — U)
3 (FOR POLY PIG) 0. 2' - — N88'
CS + 6, 25262' I f PEP E o
yT ®2 WcT TAP EXISTING 1&" D.I. _
CONCRETE THRUST BLOCK 4 — — _ 26'
[' +00 I WATER MAIN 1 +00 0 +50 r -`� -- - d 1 -4" GATE VALVE (FLxMJ)(FL) A.C. PAVEMENT Ip
W �C' 1 +50 O
rH rn 8'x3' PUBLIC X p —� P �fiT .R� S 1 -GONG. THRUST BLOCK
V 'y WATER EASEMENT r N /U �/ x X— =x �C =X_ X =-I-- I 'I 2' ASPAHLT
"y SAWCUTEXIST PAVEMENT, PATCH PER CITY OF I
SEWER e-+,& f I ' 0+ 0 RENTON STANDARDS (SEE NOTE 5 ABOVE). WEDGE CURB
O
_ ' PROVIDE 26' WIDE ASPHALT OVERLAY.
O I 0' ASPH r 7 S
NEW 3/4' WATER 1) — — — I NEW MAN HOLE 2%
RIVE— r — —
METER (TYP) o I f , NEW 3/4' WATER I I �92 ST6' LT
a ^O I I I 3' TAPER METER (Tr) 1N— j8' ASP I RIM, 2916 — 00
01+70 3' ESMT 23' P IV ROAD I h IE, 2820 (8',W)
I I 1 I 11 & PUB IC WATER EX. S! E (REM V p I ID 2819 <81,S)
6' PV SID 6' PVC SIDE
S WEIR @ 2. I EXIST ASPH. SEWER @ 2% II & SE ER ESMT. SEWS I I
DRIVEWAY TO PLACE OVER EXIST. 8'
) L J BE REMOVED. It 2 ASP .',RDA - 25.0 I I 25' RAD ASPH. APRONS O
e I 302 \ o� ° 1 ATCH BASIN #2 I EXISTING ® h O (BOTH SIDES)
TYPE 2 -48° SOLID LIId) HOUSE CAT BASIN #1 Y,
FF*I:L3 I TYP 2 -48' -� I o 4" COMPACTED DEPTH CLASS "B" 0' LT
301 \ I R M 2 25, 62 I LIf�2 5.88 II I // STA +32; 0' LT I o SAWCUT 12` INTO EXIST ASPH. m� ASPHALT (MIN. 2 LIFTS)
I 290 78 I I 6 18INFILS> 96' ONG INFILT ATION RIM, 292 06 Ik EX T. LT. o
1 / IE, (12',N)286.1 3 w 2" MIN. COMPACTED :DEPTH
o( ITY STD DET BR2) A �Z86.24 THE CH /FOR PRI ROAD IEI' (18' INFILT), 2 1 E FH 40 CRUSHED SURFACING TOP COURSE
J 300 L 3.0' TOE, LEVEL (SEE an
• ' - - -- 286.13
. SHT. 4) o { EX'FH 4" MIN. COMPACTED DEPTH
�° I I I N, 191335.806 CRUSHED SURFACING BASE COURSE
299
— — _ — — — — I P- E, 1303910,841
GRAVEL BASE MAY BE REQUIRED
298 W
297 297 Iw PRIVATE ROAD SECTION
N.T.S.
296 — _
!•� y Z — [--PROPOSED CENTERL NE 296 GRADE 41 m 4 p
Z I 295 Q E (STING CE TERLINE GR DE 4 295 1 I O I
N Q.
w C13 %
— _ I I GRAPHIC SCALE
W ", U .; N
@ g p 294 a 2 _ — o N 294 NIL` i I 20 0 10 20 40 80
293 �R 293 ®I
( IN FEET )
a I I. 1 inch -'20 ft.
I 292
CATCH B IN #2 292 I NI AS- gu)L:F RECOMMENDED FOR APPROVAL
I + - TRENCH TOP
I
0 291 alw96298Sb 291 \ NI \ �QS-BCif(r BAS�cD C1r1 /J j
R I 3; BY /L,�L� DATE /vN!Ld U
0 I 2894 18' INFILT) 96' LD ION TANK TRENCH FIELD SuRVGY by
> 290 290 I KY CRONES d Assoc.
m a� 286.2 30' F� 30' I 'fume, 2004 Br _ aV
289 £� @ TRENCH ❑TTDM 289 3 l ��`, J. O(°C
P Ni BY. DATE.•
Q I 4 9306'33 "(P).
J
Q_ 288 288 I h
W � MAN HOLE #2 O X BY.• DATE.•
287 STA 2 +25 6' LT CATCH ASIN #1 287 1 /w I 2073 4
9 .7 (TYPE 2 48'), SOLD L NE 24th ST. - �SSlONAL E'er 1`����°
z Q (CITY STD DET BR28
o c W 286 ss rEE Lr 20 286 I CITY OF' RENTON
V) Z IE; 287.6 ID (18' INFI T) N W MA H LE EXPIRES: 3 1 2004 DEPARTMENT OF .PUBLIC WORKS
w ?� 286.3 S A 0 +2 ' LT
wok 285 FOUND CASED CONC MON E ®s�, DRAINEIGE
�O 2(40 2f 00 IE: 285.3 W) N89 40 1.7' "E ENGINEER:
0 1 +11 SS T I I 281.9 (8' , SEWER & WATER PLAN
IE; 285.0 ��4 JREGER ENGINEERING - R,�Ey SHORT PLAT
0 1 +05 9419 South 204th P/oce DESIGNED: JJd DALE: 6/8/03 RLE NAME: JA -OY -2
TEo- (io -� /�� 283 Kent, WA. 98031 DRAWN: dJJ
PRI VA TE ROAD PROFILE t +00 Phone No. (206) 850 -0934 CHECKED: scA�E: 1' 20' RE BOOK PAC .
•s •� /�7' Ww 1 -�'f NO. REVISION BY APPR. DATE FOX No. >(253) 856 -61555 APPROVED: SHEET: 2. OF. 4
P� % SCALE, HORIZ, 1' =20' VERT., 1" =2' 282
SCANNED OCT 77 ^03 kililo20 (53j31oZ,WS13�Ut) SCANNED MAR 2 9 2a°
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