HomeMy WebLinkAboutR-391517N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N. 0 R. 05 E. W. M.
CITY OF REI TOI , STATE OF WASHING TON
A.
CONCEPTUAL INFILTRATION SEGMENTAL BLOC1t APPROX. LOCATION � CB J, TYPE 1 8" W1ADE ORATE CB #I. TYPE 1 f
BASW CB'S & PIPING RETAINING WALL PER OF DRIVEWAY ENTRANCESTA. 1+2M1.27', O.D4'L WITH 11%r WIDE STA. 0+31.32% 0.0'L �- CB RIlN=281.92
SLOTS) RIM-2Bi.22 IE 12" ADS:275-72
(TO 9E DESIGNED DURING MANUFACTURER'S (SEE NOTE 2) I RIM-211.48 STA. 1+2fi.3' NWI�27g,03 (OII SLOTTED DRAIN 4 1E 12" ADS: 27 &72
FUTURE BUILDING PERANT RECUMENDA noN I NV-2135M (OUT) '
APPLICATION - SEE NOTE 5) (4- MAX HEIGHT) APPROX T1DN 1RAT10N OAS�I RIM TIO GRADE (illli. I3 WIDE �. � - � E741S11t�0 sT�IPING
OF DRIVEAYAENTRANCE GRATE WITH 1
FOR LOT 1 (SEE NOTE 2} STIk 1+36.Q9". 0.i3'LlL1RA1I0N BA5IF1 SEE SIDEWALK GRADING DETAIL
RIM-297.52 STA. O+4oa-5'. O.�'� waD stars} w . Q f , . , . (THIS SHEI r)
iii Nv-U&7T RIM-282.65 STA.0+31.2V. .
r 3a I I INV-27&8O RIM M GRADE � ¢� r . - _ z, . CI3 RIM=282.12
7/w=-
W-30 APPROX LOCAMON 9�2O-F 6NI - �
OF RYAY IE 12" ADS:279.42
T/W=3T/h=3Q4 ENTRANCE T/'U=342 PVC SSEWM � - � -
O/W=29 E;rfw_30{1 ,r (SEE NO r2)B/W=301 j WFlLT>R4TION BASN W OF V PVC S RII " CONNECT PROPOSED Ir STORM SENN
#' *rf1OMG T _ _ l4. 1+1 .28', C 04 °• 1.56GC #11 1+20.�0 FMITON REQUIMENT� BASIN PE1TO DMM CATCH CITY OF
DR1 ���PoM-380.' WATER p RIM-282.14
�f- N1-2NZ9 (12AD.S-N&S)
Y - 4i
�� I �1RN SERV E
15' FA D DRIVEWAY ENTRANCE PER CITY
RY
/ AC .... v OF R€NTON STD. 1p4.1 & 104.2
-302- T CT : 1+QD: i..'.'. I. I (DEPRESS CURB AT DRIVEWAY
f � I ENTRANCE)
° _ Ld 67 LF OF If LCPE STORM
L
- -- -, SKIER, S-1.28%
� � a, i s . '
1 2 I �^ T/Ir1=29 �I ADD CB 45.6'f, 17.95'LT
I
I f f r �� - RMN-2B4,4I5
24" / - Y �-„ i 1 INV-2131.55 (12'A S}
B f*=296 INV-28D.25 (WARS-N
/ /' AL INFlLTRATION & 81w,-Sw)
B j3N t?5.5 I f AL MTRATION BASINS, { rlr PIPING RAID? !`
,AS1NS, CB'S P9PIN0 (TO DEStGNEO D[IRiNG * ; 2 - _ 55l�1i
E1 I c I I,(TO BE DM MED DURING FUTURE BUILDING PERMIT 27' IF LOPE STOW SEINER, 3' � . R9M=2S3.12
fUIURE BUILDING PEM�AT I APPLICATION =SEE NOTE �' 5-&15� (PRIMA W � Q IE 8" N 275.22
T/W=3 / f LO 1 + C14j!WCA110N - SEE N�DTE '. j Si T/W= 6 ' I �. IE 8" S. 275.32
B/W�05-5 AQ EiE1d' - 5 I •, LOT 4
BjW- ,` }: l �✓
LOT 3 OT1ED DRAIN ... SEE NOTE 1 j cKMY WALL ` MAX HEIGHT
-4. PVC F G r �. 5 J � � • I PAD ELEV = T95.5 TOWARD CB I N LE (.:
p IN FOR 5► I 5• PjWp - 3f12.50 I PROVIDE 3' OF IrO 5' `. WIC GRAZE
ROC RY, TY 1NIiII' i WIDE SLOTS). 1 4"E 57. i
T/W= 2 T/W= 08 I T/W=301.5 STEEL PIPE T/W+ 295.5 1 a
8' RIr}CKET2 hi I 6/W= 6 f B/ W=295,5 /BENEATH WALL AROUND 4' PVC OVER 3/W=292-0 AY PA REPLACEMENT !. { a 2' WOE PAVEMENT PATCH 4' HIAA
( NO tr �� C.O.R. STD. 104.3 OVER 6" CRUSHED ROCK COMPACTED 2.
-_ •••-p'plp I a 30 9596 MOD. PROCTOR (MATCH
R1 /W= 2 OCKERY WALL �1 �. (EX. DRIWW BASE TO REMAIN) 1 EXISTING PAVEMENT THICI4HE55 IF
# /W = 08 f ( NOTE 1 Ac - PRIVATE I IT I GREATER)
j A ' d
/""'T/ =314 �l # f r SHEET R1) OR GRATE f =1+ ' ` ° '� , EX. � INW & QRNN PIPE TO BE REMOVED 3.
$• =308 & ` - -- J ' EASDAENT TRAFFfC e B,{W=28 .Ct I 5 WIDE CONCRETE SIDEWALK PER
4' N� E /0 C.O.R. STD. 102 ITC F007
r C INWI_10 OU ZZ 3 BRADS 81 2.47X #
f� 0' C I •�.- - - T =29 . ' .,• - - CO�iC. CURB dC GUTTER PER C.O.R. STD.
! = 4 T/W=304 TfW-3 2' B/W=` 4'4 DRY W/ B BLOCTAININ 'N L ? 101
B f W= 2 _ 298 B - 294 T W= 12` OF T1IP. I : (DEPRESSED CURB AT DRIVEWAY
dD
\ % BUILDINGS SEl$ACK LINE, TYP. - - _
i 0 ,C o �4c9 Z9� dRAIM T� E3/W=294 �94�f�°i �.y� � ENTRANCE)
J 4' GYCI E fi 000Q FENCE ADRY WELL W/ SOLID 4" CIB � i'�00 � F F R T.ROCKERY 1IfALL. 8 MAX. HEIGHT #� �� r (SEE GRADING DETAIL)Q'LT
j FENCE 0.15' PVC PIPE, PROMDE RIM-294,20 �r STA. 0+00.76, 5
4' GYC ONE N. OF IL PROVIDE 2 MIN. HORIZONTAL PVC SLEI W BEFEAT iFIV'<291,70 (IN) (SEE MUTE 1 AC T •W=289 7t flRA1N FOR RET. WALL Gs �B, TYPE i
FENCC .86' SEPARATION BETWEEN NEW ROCKERY 3c Wes- NIT-291,8D (CUT) SHEET R1) B� - Rlw-2B5-54
N. OF P EXIST. 2 BLOCK MIALL /W=2$ 8± (00lVNECT C8 mrtw -44 (w)
mi
PROPOSED GROUND END OF PRIVATE ROAD & END OF PAVING
310 ELEVATION _ STA. 2+22,64' 310
* SSAIH. #' DIA --.. , ... .. . .. ........ .................
.. as ... . ., ... . .. PER C.O.R. STD. 400.1 C
, .....- .STA.2+2&79',5.761....................................,..............,................,....................
TOF WL .... + TOR WL + o RIM=30189 . . ... ..... . ........................... .
50€7. ,67 C" � • - ... � � y � 300.82 ry �, ... .. � 'IE=298.24 6-(S) S' LANDSCAPE STRIP
�- ty • IE=298.14 8 (E)
305
305 4%..,.- 14..................................................... .., ....................
W.......................................
'22.5•BEiI >I..,. ..... F,..'...,...
(0 W ; .. %2�BEND .
.PROPOSED- PROFILE 5 ALDN F ACC .. . DRIVE ................ . ................. . ............. 3Q , CONCRETE SIDEWA
.. I. - . - ...... ... , ... ..... .. • • 'T�7P • WL•� ... - - ... L-I4
299-27
300 511"q pRG� LF. AiONG• -of Ikoees5 DRIVE .. . .. . .. . . .. . .
TUFF � - ukt%, aO.00 . . ............ . ...... . ......... .
295,30 3, wCOW�E7I' ... ' . CB j, -TYPE 1 P%,I- 0+64.55 EL: 283.44
' 282.61
d 282. � I
` 282.'
282.7'0 �
282.65
2� Al4if 29 MAX• • � I 1+00.0
. 282.fi4. '. .
2$2:74
A n^
j t.l ii •i 1'-
- - 1282.75 - 282.6:5 :. ..
E RY SER 1
i
'I 4
SIDEWALK GRADING DETAIL SHARED DRIVEWAY
scams =20'
RETAINING WALLS OVER 4-FT- IN HEkAT REQUIRE A SEPARATE BURINNG 00
PERMIT.
SWAY LOCATONS ARE APPROXIIr447. ACTUAL ORMEWAY LOCATIONS
AND CANRGURAWN TO BE DE ERMINED DURING SUItNNG PERMIT
PROCESS.
PROTECTION MMURES SHALL BE PROVIDED FOR ALL PROPOSED 295
INFlLMTiON DEVICF LOCATONS PER NOTES SHOWN ON SHEEF 3.
BOTTOM FACE OF RETAINING W411S TO BE LOCATED UY CONMCTOR
SO THAT ENCR04CMEIVT DOES NOT OCCUR ONTO THE AD-14CENr
PIdDPEITiTES, ORAIhGIG7E PIPIa BFFIiNO TIrE 1A44l.L TO � LOCaWTEI} 4YITHI�I
7IIE LOTS ASSOCIATED WiTTH 7WE WAU AND NOT Wl17W THE AD�E4CENT
PROPEfrI'IES UNLESS A PRWATE DR41NAW-I W'AU EASEMENT' IS 90
RECORDED. IF ANY GRADING NEEDS TO OCCUR WITi'' N THE ADACENT
PROPERTIES To gYSTALL THE PROPOSED ROCKERY WAi.! S, A SEPARATE
TEMPORARY CONSTRUC77ON EASEMENT WILL BE RE0UIRE•D.
INFILTRATION DEVICES FOR LOTS 1, 2, & 3 SHALL BE DESIGNED
DURING THE TWE OF OUILDING PERMIT APPLrATM AND CONSTRUCTED
W47T4 BUILDING PERMJT APPROVAL. SMALL INFILTRATION DNS SH04W+N
ON LOTS 1, 2 & 3 ARE FOR CONCEPTlJG4[. PURPOSES ONLY AND ARE
SHOWN TO DEMOIVS7R47E FEE4SULITY OF STORMIVATER CONTROL FOR
THESE LOM
EX. RIW
CENTMNE
30'
��
TOP i D1►ER +97EJ4 1►WN...1-1 }, AIR -VAC . , ... . ...... ,L-. - • - .... , StA' 1+2527','Q. _ CURB do GUTTER-'
l Ak�Y.AT. k11!?k1 ... , - - .. 1 - IilI1�291. ... . ....... . . .. LP STA+ .o,+3t4.55w-EL-84 , .. , . - ..... .. - , ......... EX. ROAD SURFACE
POINT PER STANDARD L INVi28&58 (OUT) 295 4' HMA CLASS 1/2' PG 64-22\\"-SAWCUT PAVEMENT
Iry
295 PbIM NB. 340.3Ln ra S2ft 4' DIAL ..... . . . . . .... ... 6' CRUSHED ROCK & MATCH
....,.., ..................... . .. .I .... .-...... 1.4_v F F
2" BLOW -OFF PERMANENT ASSEMBLY PER �'r` S A fl+6 .. ' . ... ' ... ' ........ .
. - -� C
.. , as PER. 5- 6'; 6:27'L • � �
- C.O:R. -STD.- 340.1• ' . ... - ... � ... - .... .. ' ... - ..... - - - - - - - - - ... ... � a FIRM SUBGRAQE ADDITIONAL
' � tti STRUCTURAL FILL MAY BE
......... . .. ... . . ti ...... ... - _ - �, - ..... , BACK OF ..... REQUIRED DEPENDING ON SOIL
.. , I2II+1 , 284;05 • .
IE=277.05 (W) 510EWALK, • • • CONDITIONS
! �............... ......
290 SSMM. 4' DIA.
290 STA. D+31.32'. o:oL � ni ... • PER c o.. STA. Oa.1 ABERDEEN AVE NE SECTION
. , .......... 4A70MdQM�I PIPE .4EFLFC?IQN .PER, HAIRUFACTURER S ........... . .. , , . - . .... .
RECOMMENDATION, TYP. 1, ....... ...t', . -INV-27$.02 •(OUT).. .. , .. STA. 0+04.44. 6.SIi'L
g. p RMM=282.8
I _J • ' . IE=275.22
.......... I .............. ........... .... I . &n w IE=275.12 (EX. 8')
161 • LF• OF 8' P • , SANITARY SEINER, 0 13.Fr}4'..... .... � ...... , - . � .. .
_N 2CV LAND 285 CIENTERUNE
OF
285 ...... , \... m 2.00% ABERDMN AVE
............. ......
PROPOSED If LOPE
STORM SEINER
TOP WL
...... �277.92
280 - DEPRRESSED 2OEXTEIVD 8' WATER MAIN TO EX.(�
UMMUM•RIPE DEFLEC'AGN PER MANUFACTURER'S • • • • . EItRB t.s' AND CONNECT 114 ACCORDANCE
TRACT "A" ACCESS DRIVE .. RECOMMENDA REQUIREMENTS T BLOW -OFF VALVE
HORIZ. 1"=20'...................................................... ....... .........j..,.. 1.5'RIN i FIREFII'ORAW
VERT. 1"=4'....................................................................................................... .......I ..
75 275.
WATER METER
EXISTING' GRADE ... ' .. PROPOSED' GFTADE (•ASTM 03f13+)-SANITARr 3.21 r • . . EXISTING 8" SIN. SEWER■ CA (CIS a NY
rNfTLTRATT4H BASIN
too. ............... ....... .#..........,..--........-.. ...,-.......--... .... .. IR .......,..,......-.Ln to) TOP W_ . -
C� - r�
�.��
.........................d.r�i.............,,-.......,-.Stan...,.-..,....--..,...,--• °...- ..,.--...,...........IN 27T:0#... � CLEAN OUT
c` ieq
NQy IN N sv 270 CXDCXI RETAINING WALL
270
2+90 2+50.00 2+00 1+50.00 1+00 50.00 0+00 a xx= SLOTTED DRAIN
r,. .._ __ I nRD 61 /31 /17
E S
❑-a Was,
Encompass
ENGINEERING & SURVEYING
wegem Washingon DKision 3828�
165 NE Juniper Street. Suite 201 ■ IssaWah, WA 98027 ■ Phone: (425) 392-0250 ■ Fay (425) 391-3055 I
Eastcm Washinglon. Uhrlsion
407 Swiit►rater Blvd. - Cie Elum. WA 99922 * Phone: (S09) 674-7433 ■ I = (509) 674-7419 - W-w�
Arts
714ESE PLANS ARE OAS- BUII_ r AND
714E INFORMATION SHOWN
ACCURATELY REFLECTS EVSTING
FIELD CONDITIONS AS OF TEAS
OA Y 3I, 2019
r Iw f
.TffV€N D. McCASKEY Pits 42676
0
z
0 5 10 20
SCALE 1" = 20'
280
275
270
265
26 r,
0+00
Know what's below.
Call before you dig.
SIOIETMAW -J V
nwSM(w
SIDEWALK GRADING DETAIL (LOT 4 DRIVEW�
SCAV: f "-20'
0+50.00 1+00
PROFILE OF ABERDEEN AVE NE STORM SEWER
R-391517
FIORIZ. 1"40'
VERT. 1 =4'
.A! 1
?95 I
U1
wo l
r:4
2751
wil
2651
2601
1+20