HomeMy WebLinkAboutS-313701A 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_
292 'N CO TCH B IN #2 292 I i
< _ 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;
IE, 209.1 18' INFILT) 96' LO. ION TANK TRENCH 290
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
z
SCANNEOt4+f1R 29 ?er¢ CD >' R- .� /d7s/ CW'3111d/ : �= 3/37 ° 1
3ft
RO�LL 1 3'