HomeMy WebLinkAboutzS-3137SetA PORTION of the N.E. 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M. NOTES,
ON. 0.45' S. I. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
e 3 T24'N N88%1528 "W N. LINE OF SEC. 5 -23 -5
_ _ n �PERNEA of 1116TH coR. INFILTRATI ❑N CATCH BASINS.
! 5 - - - T 0 SUNS ET HILLS
T23N 1323.75' (P)(c) �� 2. EACH HOUSE TO CONSTRUCT INFILTRATIQN SYSTEM FOR
N 1/4 OF SEC. 5 -23 -5 I
PER PLAT OF SUNSET HILLS I 2 � ROOF GUTTER DRAINS AS PART OF BUILDING PERMIT.
CITY OF RENTON CONTROL 86 3. IF THE PROPOSED SINGLE - FAMILY STRUCTURES EXCEED
MONUMENT No. 266 X07337 ) m 3600 SF, THE MINIMUM FIRE FLAW INCREASES TO 1500 GP
as�o'3 (P)(c) FOUND CASED CONC MoN ( �3 I AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF THE
H A/e ST N STRUCTURE.
a 27th "
I I IW 4, FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRI❑
Ix c I TQ EXCAVATION FOR THE INSTALLATIDN OF THE SANITARY
W I SEWER MAIN.
40' LONG ROOF /GUTTER w I 5. ALL TRENCH REST❑RATI ❑N SHALL BE PER CURRENT CIT
DOWSPOUT 1NRLTRA770N yw I ° ��� OF RENTON TRENCH REST❑RATI ❑N AND STREET OVERLAY
LEGEND: TRENCH. 2' WDr LEVEL 20' ACCESS EASEMENT N , j W
A (SEE DET sNr. 4) w/ 25' RADII [oT S/ SEWER o I �a6 ,'�I REQUIREMENTS.
V.
❑ CAM, 6ASIN FOR
N cv ulxm POLE _ FENCE ON /NE x N8976 4.x 252.67'x x y x_ INp_ pp 1
�+ h pQ
GAS vavtr r _ 6 - , to' r 82.26' -� T - 79.74' N o
1047M VALW j �I
bul I RM1ER AIEIER _ I 600 { FFE� .0� _ - I- _ 2 .65'
w L I ® T I fo' END t 'I OT 2 I EX /ST. POOL f - I Q EXIST WAT METER TO
o FM wMURT ) � (ASPH f I z LOT - �
'� F 298. I 11� /NHOUS I (REMOVED) oo `" & STREET NAME SIGN FLOW LINE TO BE
��"'� �"�'� NEE N b I I PREL -I- - I I o EOUSE - o; W
E/P IDt;F A�PAYEIENT A tn I i ` 10�
loll I ( 6 PVC SIDq - I ° HOUSE N (SEE DET. SHi. 4) DIRECTED TO CATCH
z a I� I T I I I �, I SEWED +@_2L, _ -�cvJ I- 1264 SF - �iI "I9ERDEEN AVE NE' w BASIN D
L� R/W NWT-CF-WAY
)- - - �o _ 2' xtDE THICKENED �'IQ to i I CATCH BASIN #3 (TYPE 1) 26'
M �n EaG�CURB- 3/4' VAT
z INSTALL 6 P SID I I ry STA 0 +32, 12' RT w EASEMENT w
o 3 1- PERMANENT 2" BLOW OFF ASSY O
El 2 37 7 S W @ 2 . o� h `mss- 3' PRI . AD E M ER SM I DRI\1EW I RIMS 291.6 w o_
O ® w 1- 4' D.I. CAP (MJ) ' �% P FLOW LINE f0' 3' ESMT - - - - I 290 YES 289.6 f12',S) Vf a
CC `` 1- 4 " "x4' VERT. CROSS I 1
(FOR POLY PIG) _ N88' " 252. 2 - - y I O WET TAP EXISTING 16" D.I. 26'
4T I 1- 16 "x 4" TAPPING TEE (FL) 0
L zQ g 1- CONCRETE TiIRUST BLOCK R MAIN _ A.C. PAVEMENT O
[' +o0 1 +50 PRIPlTL' RIJ' 1 +00 0 o +so ® i- coidc�TrlRUSrEeL�OCKJ) I�,
ASPAHLT
W I WEDGE CURB
o, 9'x3' PIJBUC T- - - �_x=x� � y x � -F- I I VCUT EXIST PAVEMENT. PATCH PER CITY OF 2, j� I (SEE WATER EASEMENT PI - ' -( - 0+
U y ,O T SEWER @ 4.21% 7 i PPROVDES26 VIDE ASPHALT TOVERLAY- E).
m' qI o I MAN HOLE
_ 21L
O I I ' ASPH I NEW A �•
c NEW 3/4' WATER M R11£- - r - - - - to 1 92 + 6' LT �. , :, ts: • �• • •"
r_ r 1 NEW 3/4' WATER Ex 0
"1 METER <TYP) oO I J. TAPER ETER (T YIN- 18' i I RIMi 291.6 00
a { I I O 1+70 3' ESMT 23' P IV, ROAD I(REb! IE, 282.0 (B',W)
I & PUB IC WATER E E 'P I ID 281.9 (8',S)
6' PV SI 6' PVC SIDE & SE ER ESMT, E L - PLACE OVER EXIST. 8'
EXIST ASPH. I 25.0 {
S
WEIR @ 2. I SEWER @ 2% II
� OR/VEWAY 7D 2 'ASP .ROAD- - i 25' RAD ASPH. APRONS
ro o L - ! BE REMOVED. II EXIST/N �1 0 (BOTH SIDES) x
o° I {{..,_, ATCH BASIN #2 I .HOUSE CAT BASIN #1 � U 4" COMPACTED DEPTH CLASS "B"
302 n I b TYPE 2 -48' SLID 1_1I) TYP 2 -48' {
vJ I SAWCUT i2' INTO EXIST ASPH. �ww ASPHALT (MIN. 2 LIFTS)
a W \ I S A 25, 6' T I L IMF WILT II I / J RIM 9 8 0' LT { I I EX T. LL o
301 I
RIM- 7.6 L 9 w 2" MIN. COMPACTED DEPTH
{ JDI 28'1.1 (1B' IWILI)� 96' DNG/INFILT ATIDN IE, 94 (12' N) 3 2 ao 3
I 29 .5 TRENCH FOR PRI ROAD FTI CRUSHED SURFACING TOP COURSE
CITY STD DET BR2) � � IE� 9.1 (18' INFILT >Iiq
300 L - - - _J_ 3.0' TDE, LEVEL (SEE ,n ' I { 4" MIN. COMPACTED DEPTH
o k29 - - - - - D;-T. SHT. 4) f { t I ry� iYrsz,.airo
CRUSHED SURFACING BASE COURSE
o M 6 0 i '� E, 1303910.841
e i I 299 \ vs 1 I 4 a I GRAVEL BASE MAY BE REQUIRED
298 PRIVATE ROAD SECTION
297 297 ` I N.T.S.
U ¢ 296 h
W ?9s z {" I
_ 296 m ° I s +�
M 296 = - - PROPOS D CEN7ERL NE GRADE IF 4
p in S77NG CE 7ERLINE GR DE 295 X 2
Z I 295 o N w v, I { GRAPHIC SCALE
29 I 20 0 t0 20 IO 60
Mw C9wm
! 1 794 9 _ _ - o h
?r93 � 4 + 293 ED EB
( I � I 1 inch 11520 I ft.
0. I RECOMMENDED FOR APPROVAL
o_
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< _ m.I j
0. o I
291- y T N TOP 29f J BY �+� DATE l✓v✓t!' 291.1
R 4. 33;; Q:
r 02;
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290
3 aI 3t�' BY A1921W DATE. • %W_2p,jW3
m pV (�zrr I 65 J. Jqf
289 I FI✓ 289 )r31�of , 6' BY
DATE
ti I p* T H OTT OM 93 .06,33 "(p) r
288 288 I T~it BY. DATE
W MAN HOLE #2 I O w
- S I A e+etl, CATCH I ASIN #1
287 (TYPE 2 48), SDL D L 287 r
W Z N� 24 +h ST. - /�1AL
cz'i'Y ®F` 1mE:rgT ®N
U� 286 (CITY STD DET BR28 SS TEE LT 286 13 S 2604 DEPARTMENT OF PUBLIC WORKS
IE: 287.6 IE, 289. (18' INFI T) NEW MA H LE H, i
2� 285 I S A +2 ' LT FOUNN89 CASED �ONC IVfON EttOtrEl7N SEWER DlrL&NAGEi
2 +40 2 +00 IE: 285.3 W) S ki i�& WATER PUN
0 1 +„ Ss ID 281.9 (e -N4 JAEGER ENGINEERING OMM SHORT PLAT
IE: 285.0 9419 South 204th Place DEMO RD' JJJ DATE: 6/6/03 FILE NAME: JA -0Y -2
0 1 +05 283 9cAtE t• - 20' ten mom- PAM
Kent, WA. 95031 CHECKI 7JJ
PRI VA TE ROAD PROFILE 1 +00 Phone No. (206) 850 -0934 «+
o Yr .1 "j "d /l w t Iil No. r s�oN BY APPR. DATE Fox No. (253) 850 -0155 �ROV13h. 2+ 0F`
>� �" % SCALES HORID 1' =20' VERT.� 1' =2' 282
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SCANNEOt4+f1R 29 ?er¢ CD >' R- .� /d7s/ CW'3111d/ : �= 3/37 ° 1
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RO�LL 1 3'
32 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°
iA1
i
In
ROLL 2_O.F�,3 R 30*.!,7