HomeMy WebLinkAboutR-370314Gg T"f 1 MONROE AVE. NORTH
NOTE,
82LF., 12'N-12®S=iiii6 CB#5'
31+50.0,48.22
TYPE 1 INT'X MONUMENT
26' ACCESS & UTILITY 3, 6C)^o STA. 31+50.0, 9.22'RT EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
CB 3, TYPE 1 RIM=A!!IF! 402.2¢ 1.21 etc 403.62 5' PAVED RAMP FOUND TACK & LEAD
EASEMENT ! W THRU CURB INLET IE=3511!!, 12" E IE= 4Q% -Z7 EE DETAIL RIGHT IN MONUMENT CASE APPROXIMATE ONLY: IT SHALL BE THE CONTRACTOR'S
STA. 32+29.1f 9.22'RT. IE=3/44ri, 12"N&S) 134LF., 12"N-12®5=0. STA. 10+00, NE 7TH STREET RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
w w o RIM=AmImmw 401.20 0 p y p ,
I HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
O ZI z o Iz ; IE=M, 12"(NE -,51 3 `' h ry• o .PJ• .' p "' g p,. UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
O p ( ) °% O gyp. O pO. X000' RO Oy O
OryI
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
CB 1 TYPE ?2-48' IE 12" N¢cSE) Jai• p y p q p p ii a a ; m I ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
r
wl Zlw AS SHOWN
a 24-120S--'43 •C y>,R a"y>," '5' CLEAR_ ' x + CUIZai Ir1I,>c( RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
w > o' STA.=0+00 RIM-aeA le 391.13 .. 12'N.21 %_,- _ 0 _ "J 0 0 0 ---0 ,`'µ --__ o _ _
w ¢ Iw CENTE OF SAC '`_`; ? - _ - .... - O B 7_7i1 l4_ NOT SHOWN IN THEIR PROPER LOCATION.
rnI a IE=3Gi1e1, 112' e.
1 i .o' 15.0' o
TRIM=/Y Y5 QOZ•lob CALL BEFORE YOU DIGS 1-800-424-5555
I 10' 10' S' la \ • a/ ( I 32+00- - _ - 31
cl
oiIr • 0 -a,4 ..... rROCKERYALONGWESTSIDOF ` i 3 ,> I % / /`' I PRIVATE ROAD INTX
MPICRT N
z% 2%,,
OLYMPIC COURT NE (ONLY) I:'1 `, I I 1 i `'` % - -. - -. -: 15' 12 STA. 18+20.65, NE 7th St.
20LF. 12' CONC. ISTA 30+00 OLYPMIC CT NE F/ rri >. 1/ `a •;
1 \ i ui IE=399.0 J I j I _ im CB#6, TYPE 1 Fp I ml r//
u;p .I Y L ®
S-1'00% II STA. 31+50.0 9.221T. BOO it o (CENTER 20' DRIVEWAY APRON ADA COMPLIANT ASPHALT Fr
i :. i1 > CB#4, TYPE 1 a .S _ s m; xVERT. CURB 1I,,• A II>%I 1 / o RIM=4iiMi do y,D /'W mQ & GUTTER 4"MIN. CLASS "B" ASPHALTIC CONCRETE W THRU CURB INLET o IE=399.30, 12" + VJPAVEMENT- 2-2" LIFTS REQUIRED:'°'"' `""°T.. ! `., _-,-% w
wl
I STA. 32+29.16, 9.2 . IE=399.50, 6" I I _ m _ TRUNC TED DOMES / / /, ,
B"MIN. CRUSHED SURFACING TOP COURSE-!^ NMI I I RIM=4PRW 401• WHITE PVC (TYP.) - ' '•--01 PER STD. DWG #Fo102%%',
3 I I IE F, 12"XS i/'j I re° CRUSHED SURFACING BASE COURSE TO BE\,'wINSTALL STREET SIGNS
DETERMINED BY FIELD CONDITIONS `. }v\l J lE wl I I IE -399.00,-
om m 0 WHITE PV`C TYP. "NE 7th STREET" (PUBLIC)
PRIVATE ROAD'_ to to I ( ) / ( ) .. m 1'69LF., 12" N -120SI : 2W "OLYMPIC COURT NE" PRIVATE Z i A
1
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT / w- >>
i ,/ `' ''`=`' U)
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION, DETAIL `' :' 1`7 _ _ - 's.. 3 / • ' C1 , a s
e _
Lu
z
fl
r' `:' a,- `< \E i•' ® ... - 2" N -12®S= 32LF 12' N-12 I , CUIZI15 l
0 CB 2 TYPE 2-48" ;, ,/ r5•ST a; ti /
r
9 E ° bo.o ry I IEao1 50 I 1 rIM = 40y 1a
a F ,. r STA' 33+23.0 81.0 RT. , r `: I 'V-- r I 40't• moi, 8
3ZLF., 12" N-12®5=91/SiG, S>;- "„>r' p9 RIM AI AoO.Cd j y' / 4M ! :. 2M I s - GELD CONDITIONS.
IE- CB 10 TYPE 1 Ib -, I -. _ j STA. 33+50.0, IE=3p1 le9, 6' (VAULT'''RAIN) ;° I ! I`` RIM.' STA. 19+99.54, 99.0'RT.
i rkKl CB 14 TYPE 1 JQCI.( ,: 3' D'i M'= !
M=384.2J .... .._. w : CB' E 1 I (J IE-M 18. 12"4Co.%j Orb fah
1 i t AS SHOWN 4 MAINTENANCE ACCESS ROAD ` f :r; 1 w IE=401.38, 6" IE -403.50, 12” a m FIXED OBJECTS SITUATED IN THE LOCATION
srC.E, • .E- , 1 RIM=11SI B•j'l.(a ;, • sSTA. 3 + " 9.22 RT. I :h II- fE=404.5 IE=6, 6"04•ZI 1 0f1 041
2 E=3iwgp, 12' f y1,y esg'1o3.9't I I
WHITE PVC (TYP.) ' 1 0, T. OF THE PROPOSED ACCESS MUST BE
IE=379.46, 72" NEW f y 1 ` - 20LF., 12" CONC. 4CF, 12 N 12®1- 0% _ RELOCATED AFTER OBTAINING OWNER APPROVALi2" N)4o0•S I I , R
a ,/ -i; IE ;M!le112"IE,W)A . old I ®
S=1.00% t: ELEV.=408.24 , r' - o Im IE- 2. 2"
SEE PROFI E SHEET 6 6" 37
I +
IT E PVC (NP I r v, I'- I—c,..-m! _ _ _ ...... ............ ..........
o NO INDIVIDUAL DRIVEWAYS WILL BELOTDRAINAGENOTES: r.. I ` CL R O
F
CD IE=402.0 ` cl STA. 19+91.88 15.0'RT ALLOWED OFF OF NE 7TH STREET
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS 1 I IE=405.0 22' AC'ESS UTILITY x: v : CENTER 12 DRIVEWAY APRON
CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST y IE=401.0 I I 3E f"1
m EASEMENT F C
MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY ! !. i p'' A INSTALL PRIVATE m
104LF., 12 N-12 I HT 1 20LF., 1 T NC ` 0 AD ESS SIGN _ mDECLARATIONOFCOVENANTSANDGRANTSOFEASEMENT. COMPLIANCE WITH THUS ®S=1 l1!' a j r
y / cn
STIPUTAION MUEST BE ADDRESSED IN THE SINGLE FAMILY RESIDENCE BUILDING ''„ 2,1Zlej ®5=1.00% o „
GPERMITDRAINAGEREVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT s„g / =- I _ CB 13 T.Y."f E ; = (
k „. UrytD ALL UTILITIES SERVICING
FOR THE LOT. SEE SHEET 5 FOR DETAILS. r { " _-VA." 4++5.3A, 9.22 LT. / J
1
15 12' ' GSJ, i', ,g( THE SITE SHALL
BVECI
LOT NUMBER BMP TYPE '
I
4E' --""'
RIM=esll",:-4=ms•e f,,a
1- IM41g UNDERGOUND
1W 1 -PERF. PIPE CONNECTION / 1 -TRENCH DRAIN
e .-
0i3 12 TYPE 1 ` 1 -1 t`,,'k.--' I ( IE=402.43, 121 5—W
2W MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT y S A. 34+53.0 9.22 T. ! ! ""
s^'"' --'" •--- %""` AI (f', 402°
3W ;'' RM=AM46 -405.76b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE j I4WADDRESSEDINTHESINGLEFAMILYRESIDENTIALBUILDINGPERMITIFJ=Aii•YR 12::(N) l° _-- - lI 1 VATE ROAD INT'X
1M AY!!!S, 12" W 4 I•I\ Y - . .. ._ a "„'- -1'4 h-{- STA. 20+78.46, NE 7th St. DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE ^_"o _---36+00 .. V.
41,
X2MFAMILYRESIDENTIALBUILDINGPERMITFORTHELOT. --- 3gy-y - STA. 37+19.98, PIERCE PL. NE 1
3M - I - 00----`- ----PIEhL'E--PLAeE -{} i -
I S--- °' ! CENTER 20' DRIVEWAY APRONc. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM __--- -- --
1E <
SHALL BE VIA A PERFORATED PIPE CONNECTION.
1 E d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY -
2E 1 INSTALL ST SIGNS..- ' OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT /
3E -` "NE 7th STREET' /PUBLIC//// • + I ,a
4E
OWNER. ,/ "PIER E PLACE IN (PRI ATE)5' PAVED RAMP 'l
00 ^
YCs., AtxC":;-',G `C°'' E A 6
0 ,
y. N'c/r
SEE DETAIL (RIGHT _ 6
N a' M Y O ca rp O I m W _ ? N d' ca Y a' ,O ,O 3
I W Q r I N W M m r r(J r a 40 r[l N a D D] M M if1 O N O Q t0 w W 6 h f$y
o o i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 7 O 0
0 0
m m 2
15' 13' TRU CATED MES
1 ..... ..._......................_...___..._.......................;...............;............_..,.._..._............_......__......... ......... ... ........................._.._.............:..J.3....15.'.J............... PER TD. DWG #F010.2
F w VC=100.00' oo ADA COMPLIANT ASPHALT ?AMP'
S/
Z
0 OO m
a GOLVAo O n Ns415o- 0 415
o:..............:...............:...............:................:................:................:...............:........VG=100.00'.........;...............:................._..... I,If/...'1...._...............:...rn......... _ ............+,d........... ...... ........... _ ........... _ .. _ ...........
Irn n M II n w
I..
d o 0 0 n a ra'
410 v~i rn °' N -
410
wN
U
V SJO - I
FX.
1 I CO .... .
H„
x - - IZ
aZ. ¢ <
NII : F N N M to
a
aw
12._i
GRAPHIC CA LE
405405... ....
33 015 30 60
o a 20LF., 12" CONC. (•.15'! 4 3 14: X169LF., 12" N 1205 2.49%. "'-----:- t2 - _ - ®S P10%„ -- R=370 n h = 30 feet
@S=1.00% _ NCX11r _.-0AL.E., 12'N` - I z 400 • LF: 12" CONC. X30.: -29 :; 1oosa'__ „ ---- z
i _ _ .
IN-
134LF., 12" N-12®S=q S p - -' `- - - - - _ Z -' nJ `-82Lf 12 'N'=120S % _ _ CB 13 TY E 1
MM N F R APPROVAL
I _ CB 9`TYPE ` . RIM Af111s •SJO B, Dates a y 13
iv 1 N _ R - Q0 7•$ IE=4/f10Y: 12" 4 ..
I Y
3• APs o2, •Sa1rE-A6 , r' 395...._..w............_.i.._...........L........ 1. ... .............1......... ....... ..._.... !111.- .. „ 4'2i7....:...._.........:... ............ ........... ........... ........... ........... ........... ......_... .......395. B -• Dnte t( w
a N: CB 6' TYPE Y CB 5 TYPE 1 .. <"'CB 3' NPE"1... -- '` IE=401":38; '6 . CB 7.2.. T•Y .. _. ...... _ _ y
D2,2ORIM=41M i IM=A/li/IP 2.Z4 W HRU CURB INLET :
r :
ry CB#8 TYPE 2-:48" RIM=4yi/
BE
1Q05• -i(+
77 IE -399.30, 12" IE=,M , 12" E) RIM=M6W 401.20 RIM=1 8 3.7% IE=4/tli: 12" N q:.D•LI Byl Date, I j( )
II IE=399.50, 6" IE=7, 12"N&S) IE -J&"7 12" NE) .=i$ I
4 !` IE-M&W, 12" N) 4W •5j E=4l l1W, 12"1N&E)
30+00 mew : 31+00 32+00: IE=7 12 N&SE): jCA.125I N' y/_Lq IE=1, 12" E,W) ;j ja.0j.'] By, Date,
M ®III IE=399.88, 6"
33.+.00.......I ...................:..............: 34t00......:...................-.........:......35{00.:...............:...............:........... 36.+.00............................................ 37+00...... _...............
OFFE ENGINEERS rL L QF
P ""`"' SITE SURVEY&MAPPING „mow,,;y,„, NE 7TH SHORT PLATS 06/20/2013
osV o D.L.
SCALE s= CITY OF
1393250L1THEAST159THPLACE -
Z: .OFFE, P.E. REN TON DONOGH HOMES/ ENDURE INVESTMENTS, LLC
RENTON, WASHINGTON 98056
Plfeo
D.L. OFFE, P.E. ps ix xncDATUMROAD/STORM PLAN/PROFILE
PHONE: 425-260-3412 Po Ae AMS L Planning/Building/Public Works Dept. 3513 / 3517 & 3603 NE 7th STREETCONTACT: DARRELL OFFE, P.E. fsS ONAI E 10/4/2013 NO. REVISION BY DATE APPR ` 9"T` 4 °f 1
ict3.- 2 y cD 1 s o: R A E