HomeMy WebLinkAboutR-373904o
CURB RETURNS
I I
znn
0
N a
I~
IW
1 W /VANED -%RATE
RIM = 427.93
T
PC- 430.31 R NILE AVE NE
DELTA /2= 430.70
Iw
E= 423.03, 12" OR=
O
0z,
IN
STA. 30 +34.15, 10' LT. 38LF. , 12" N 1205 =4.13%
p
OR=
T
STA. 20 +07.73, EX.
PC= 431.85 E NILE AVE NE
3. 2' 5N Iwo
DELTA/2= 431.23
I0
PT= 430.61 E NE 2ND COURT
10
1 DEEP SWALE
W000Q FENCE IS
G.2' W & LO• N OF
J PROPERTY CORNER
M z Z J LOT 27
O Zi 5' 10'
Iz 77 LIN. FT. 6' CHAIN
wl w Iw LINK FENCE
V) wl a in Ivwi
P_ I aI Na
7.5' I
I
ifi
LLI I I
12" STORM
15' PRIVATE STORM DRAIN EASEMENT
LOT 3/4
0
LOT 26 ti
w
N
WOOD FENCE IS Z
0.2• W OF LINE
PUBLIC SHARED ACCESS AN
UTILITY EASEMENT
O1 DRIVEWAY ENTRY W /LANDSCAPE STRIP
PER DETAIL ON SHEET 6
ENTRY W/O LANDSCAPE STRIPODRIVEWAY
PER DETAIL ON SHEET 6
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RNLUA -06- 072 -SHPL
08 -74-13 CONNECT TO EXISTING SIDEWALK
F " I REBAR &CAP
CATCH BASIN (
3S11332"
DG s CORNER TRACT A LOT 3
CORNER CONSTRUCT 1' DEEP SWALE IE 12I CPP 64426.15 to
PER SECTION LEFT. 'HOOD FENCE E LOT 5 IE 12" CPP W 426.08' 3
DITCH o.3' s of LINE _--_
08 -14 -73
V1
O / \ WOOD FENCE IS9 SETG OD REHAB
5025CAP
N1'. 0.5• S OF LINE
o, 588'21'70 "E 300.40' AT PROPER CORNER
1 % b"p
J \ k \
1k"
J / /
k \ k•^ \
kMrL
k'S '7 c
RETAINING WALL
k ( N 2- Is 02 S &o.9•EOF
Lim
K 6 PROPERTY CORNER
AS SHOWN I I \ 12I 0• / I iC8' k''
I \ / RETAINING WALL
o
GB 9, TYPE 1 S 0.3' S OF LINE
RIM= 428.80
l
k
IE= 425.75, 12" 1 Y,?o / 432 TRACT 5 1''k
DOLE, 12" N- 12 ®S =2.g0% 15- 10' 1
o
s3z I
1ryq
Vol
X0(
2 v0"C
kk
I I e
STA. 32 +59.0 26.0'RT. I 15' PRIVATE STORM DRAIN EA MENT ROOF DRAIN SYSTEM
nnCB8, TYPE 1 ? _ SEE CROSS SECTION, LEFT e ERGCITY STANDARD DETAIL 6 _ 19 +Q9 O_ 1090' T. IIn
nim= •rco.ly
I O
1
IE= 423.75, 12"
IE= 424.30, 6" I
Rry1
O
i ati STA. 31 +63.28 9.22'RT 0
i CB 12, TYPE 1 ati
16LF. 12" N -12 0S =2.00% RIM= 429.08
CURB
STA. 32 +59.0S0 9.56'RT. 20 1 IE= 426.33, 12 "(D.I.)
THRU RB INLET I 11 6" PRIVATE SD WHI E
PVCC((
NP,)o -I - --
W /VANED GRATE --- - - - - -- - ------
RIM = 427.93
IE= 423.43, 12"
4, 20LF.. 12" D.I. ®S 2.00%
R
32 +00F
5r
7.94% Oh
CURB RETURNS I THRU C 13 INLET
z nn
0
STA. 20 +77.75, EX.
1 W /VANED -%RATE
RIM = 427.93
4z
25.00' L= 38.68'
PC- 430.31 R NILE AVE NE
DELTA /2= 430.70 E= 423.03, 12" OR=
DELTA = 88'39'32" PT= 430.63 E NE 2ND COURT
IE= 425.00, 6"
STA. 30 +34.15, 10' LT. 38LF. , 12" N 1205 =4.13%
OR= 25.00' L= 39.86'
STA. 20 +07.73, EX.
PC= 431.85 E NILE AVE NE ti5,
n`O
vo
kti5,
DELTA = 91'20'27" DELTA/2= 431.23
PT= 430.61 E NE 2ND COURT
STA. 30 +35.79, 10' RT.
426 /
32 +00F
5r
7.94% Oh
znn
0
4;w
9 4z
FIRE HAMMER -HEAD
T
Op
LOT 4
0
I-IF FENCE \ i.O' S OF LINE
k•N8821'10 "W 300.40'
06_14_13
FOUND REBAR & CAP
VE "DUT"
1 0.6' s OF LINE LOT 5
32 +00
N
2
kyo 430
I.®5 =1.007
1
15 "(EX)
PRIVATES WHITE PVC
I \ /A20 0I /
O INSTALL STOP SIGN 1 -1 J
a STA. 31 +63.23 26.0'LT. W/ PUBLIC STREET5,SI S
a CB 11, TYPE 1 SE 2nd COURT" 4
RIM = 429.84 "NILE AVENUE NE"
IE= 425.00, 12" ROOF DRAIN SYSTEM
IE= 425.50, 6" PER CITY STANDARD DETAIL
STA. 31 +63.28 9.221T. . #
225.00
tim \.O\ CB 10, TYPE 1 16
4 9.08 X01\
IE -42 . 4, 12" W &S) 20' PUBLIC STORM DRAIN EASEMENT
IE =426 12" N)-D.I. SEE CROSS SECTION, RIGHT
CATCH BASIN
DETECT WARNING SURFACE RIM= 429.30'
QTY AL ON ALL RAMPS 1E 72" OPP E 425.
15'
9
IE 72" CPP N 425.75
ak -
129
SEE SHEET 8 FOR DETAIL
o-ry
Ix-"426
y' k
WOOD FENCE IS
1.7' S OF LINE
08 -14 -13
FOUND REBAR & CAP
DMT"
0.8' S OF LINE LOT 6
0 NOT CONNECT FOOTING DRAIN TO STORM SYSTEM
FOOTING DRAIN ELEVATION IS BELOW 427.50.
ONNECT FOOTING DRAIN TO DISPERSION TRENCH
N LOTS 4 -7
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFS, P.E.
AR 4000 REQUIRED AT SAWCUT LINES BETWE
AND EXISTING JOINTS. CITY OF RENTON STA
LATERAL AND PARALLEL TRENCHING DETAIL
REQUIREMENTS ARE APPLICABLE.
I
T -'-
3 #2, SE SHEETEET 8 FOR DETAIL/
LOT 7
1155,
I
II
I'
CA C'D
p
0
k"kl ,
116]1
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILITES PRIOR TO COMMENCING
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
FIXED OBJECTS SITUATED IN THE LOCATION
OF THE PROPOSED ACCESS MUST BE
RELOCATED AFTER OBTAINING OWNER APPROVAL
q
n IE 112" CONC
COCV
425.55'
c BASINRIM-433.16' BAS] NO INDIVIDUAL DRIVEWAYS WILL BE
IE 5" CPR N 429. ' 11' ALLOWED OFF OF NILE AVE. NEsJIE 5" CPR S 429.11'
IE 2" CPR E 429.36'
O' CATCH BASIN
N RIM= 433.17'
0 IE 112" CPR W 430.17'
IE 6" PVC E 430.77'
I'' ALL UTILITIES SERVICING
EXISTING STREET THE SITE SHALL BE
w
1a
k LIGHTING ® 95W UNDERGOUND
z
STA. 19 +97.73
z: BEGIN "NEW" CURB AND GUTTERIo
LOT DRAINAGE NOTES:
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
v ° MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY
U N ( DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH
w
THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
o BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS.
w LOT NUMBER BMP TYPE PER LOT
n il won a' 2 1 EACH - 70' GRAVEL FILLED TRENCH
B j
1. ¢
mM 3 1 EACH - SHEET FLOW OF DRIVEWAY OVER 25' LAWN
a 4 1 EACH - 6" PERF. PIPE CONNECTION TO STREET SYSTEM
w ° 5 NO MORE THAN 3,200 SQ. FEET PER LOT IMPERVIOUS AREA
6 INTO STORM WATER FACILITY
m H 7
o b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE
JI : FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
DRACALLTO
1 {I SHALL BE VIA A POERFORATEDEPPOEWCONNECTION.
WAGE SYSTEM
OWNED, MAINTAINED ANOD KEPTTIIN GOOD REPAIRLBYEEACH
LOTY
OWNER.
o I ¢ INSTALL SURVEY MONUMENT_ R=373904
DETECTABLE WARNING SURFACE nN 1 GRAPHIC SCALE
4za
t o 10 20 40
1 inch = 20 feet
wzJ
wz 20 zJw
9' 5' 6' w
o I I
PUBLIC STORM DRAIN EASEMENT
LOT 6 &7
ECOMMEND FOR APPROVAL
ey .(( (i Date: !e tq
By: _ Date:7-7o49 1
By: Date:
By: Dote:
y GEDMENSIONS, INC.
SCALE ,; ,,, CITY OF RENTON 7 SHORT PLAT
z;
D.L. OFFE, P.E.
RENTON JAYMARC HOMES, LLC
a" D.L. OFFE, P.E. a,c wi f DATUM ROAD / STORM PLAN
Planning /Building /Public Works Dept. NG. NE 2nd COURT / NILE AVENUE NE
06/19/2014 NO. REVISION BY DATE APPR
CD' R
mew
02/10/201
z
z nn
0
O
9 4z
m- N O
T
Op
w
FYI