HomeMy WebLinkAboutTED4003416.1z
z
0
W
STA 0+05: 22' RT
1 8" VERTICAL CROSS (MJxFL) Pft IZEM-fed 51D. OCTIIIIIjit, 13-11
1 8 " x 4 " R-E�-ER (FIL.) ". I I-, ' M 3 F L) BEACH SHORT PLAT
1 4" GATE VALVE (FLxMJ) STA 3+00±: 22'± RT
8" F11 P �w) SW 1/4 OF THE SE 1/4 SEC 4 TWN 23 N., RG 5 E. WM REMOVE EX PLUG & EXTEND
- I N
2 BLOCKING 8" WATER LINE PER, Q6`111410" STO z
B-4t6
Li
1 8" SPOOL (MJ) >
STA 0+00 MONROE AVE NE �HYD
EX FIRE < Lli
L
UP'S Li4" DI WATER -,>-0
= STA 0+00 PRIVATE ALLEY
W W W w W W T 4" DI WATER
w W w W W W W 0
SAN SEWER MH w W w W W W w 4" DI WATER WE
_w -w RIM=424.O w W w W LLJ
iE=405.9 IE=4bC>,3± \��_.,MONROE AVEN4f NE 1"I _71- - NE 12th ST a-
N"'o LJJ Z
__2±_50 1 ±00
�N S�AQ 61 50
'8" Sft SEWER 0 0 z 0
-4-. -
- - ---- 2 50 CK Lj S 00
Lj NO,,-91<607 E Li
8" SAN SEWER
Li R 1 b'--\ 'S _____SS 'S
C14 NE
_D CURB >
L `�o
C14
> 11 th PL
LIJ�aAwiT
N 8046.6143 M
ASPHALT If - - wl WM OMB
PL b-' DI WAT ! R VICINITY MAP
70 LF -WATER
TN
?9
19 v
z 0 E 7344.0258 S01'15'09"W 99.80' 225± LF E 8" DI WATER (W- 3280)
7- oo w w
0 < 79187� - J NO SCALE
126 0 WV
LIJ DR I ��FWAY
DRIVEWAY
Uj EX WATER
0 . .......
METER 2 MIN N 6e&41.4dII521�16 0441
TO SERVICE! f FIRE LEGAL DESCRIPTION
< E 7492.8142 EX
2' MIN
a- LOT 1
V) 1 0 HYD 042305 111 N 150 FT OF S 630 FT OF W 149 FT OF SW
< c6 1 U-)
0 CONCRETE + 1/4 OF SE 1/4 LESS BEG AT SW COR SD SUBDIV TH ALG W
7AX PARCIEL HO 7738�ccccg 7AX PARCEL
< 0 LF 6" SA� 7AX [PARCEL 7AX LN N 01-16-12 E 579.80 FT TO POB TH S 87-59-43 E
NO 7736W0008
I E SEWER 1 148.87 FT TH N 01-15-09 E 50 FT TH N 87-59-43 W
o w
148,86 FT TO W LN OF SD SUBDIV TH ON SD W LN S
ry I @ 2.00% (MI JI
EX 2 STORY HOUSE I
0 : J" 0' '---1 25 LF 4" DI WATER 01-16-12 W 50 FT TO POB
FOOTPRINT= 1,0385 SF
STA 0+75: 22' RT
. ..... 15 ACCESS & UTILITY 1 - 8"x6" TEE (MJxFL) PARCEL NUMBER
EASEMENT
A LU U) 1 1 0423059111
'
z 1 - 6" GATE VALVE (FL)
ap I
135 11111- 00 1 - FIRE HYD ASSY ?6* gfwsm SO "r&iL 6- 101
(60.1 AC) 1 - BLOCKING
SIDE SEWER
0 2.00% (MIN)--,,, > c4 0) '1 BENCHMARK
7AX IRAROIEL -10 C6 NAVD 88 - MAG NAIL IN ASPHALT ROAD APPROXIMATELY 45
00 N SIDE SEWER @ at FEET EAST OF SOUTHEAST CORNER OF SITE
IE=408.57 (OL. 5' 'TAX PARCEL ELEVATION =420.31
N01*16 1, , 1! 0 HO 773OW0003 0 10, 20' 401 60'
.8 0 If I - I I
+4 - I ------ BASIS OF BEARINGS
2 - 25 LF Lj in
INFILTRATION SCALE: 1' 20' MONUMENTED CENTERLINE OF NE 12th STREET BETWEEN
TBR
TRENCHES 'mSTA; 1 LO MONUMENT #1843 AND #159
-----5:1 TAPER
ASPHIAL-J,
Lun) 5'
0 2 c�� (TYPICAL) LEGEND
1:� �r-I DATUM
2,952 SF TOP=419.8 TBR TO BE REMOVED DATUM IS PER CITY OF RENTON SURVEY. COORDINATES ARE
(0.07 AC) IE=4408.3 2'0 "NO PARKING" SIGN
5P 1 P WASHINGTON COORDINATE SYSTEM OF 1983/1991 NORTH ZONE.
MIN FF=412.5 NEW; 3/4" 3' J U P UTILITY POLE ELEVATIONS ARE NAVD 88
30
WATER METER
N01*16'12"E 36"FIR 1- STA 1 +47: 5' LT
CONTACT
70.80' To TELEPHONE RISER
-6!L-SAN SIDE SEWER 0 1 - 2" BLOWOFF ASSY 1Zfw.-.'%9 SM Defitg-105
I HANSEN CONSULTING
1 - 4" CAP (MJ) F H 0, FIRE HYDRANT
2. 0 0 7.1" (MIN) (E=409.2--- SOUTHWEST
1 - BLOCKING
-1 CONTACT: MR. JIM HANSEN
COR 4-23-5
S STA i 1+40; 5' RT - -----41 " I W M ffl" WATER METER 17446 MALLARD COVE LANE
F -) +59 2 30 L FIED I SAN SEWER SfA!' MOUNT VERNON, WA 98274
INFILTRATION TBR ON CENTERLINE
3 UT -j WVO WATER VALVE
TRENCHES CB -TYPE 1 ;0 0 PH (360) 422-5056
3,342 ;SF TOP=415.6 coO�
RIM=413.0 Ln ,,4:
409.0
AC) IE==� 0) UO MB MAILBOX
__4 IE=409.0 OWNER
Ln
MIN 2.�, b) ff
X E & V/4t
00 ROOF DRAIN-\
r-\. FN IN IDC_M�/171
5 WATER METER SOUTH 1/4 0
END PAVEMENT
7 4�1_,, COR 4-23-5 1333 MONROE AVENUE NE
8" SD @ 10.0%
RE_;_1AiA1 I RENTON, WA 98056
SUMP w/SOLID LID
9. 8 - - -- - -- - --
N01*1 Nl*16'12"E 480,00'
INFILTRATION TRENCH
7 _iRO C W A SURVEYOR
PRIVATE
N 7946.8 88 17- MICHAEL MOWRER & ASSOCIATES
E 7341.8138 INFILTRATION PIT N 7941.6297 17424 MALLARD COVE LANE
COMMERCIAL BLOC TOP=409.0 E 7490.6327 ROOF DRAIN MOUNT VERNON, WA 98274
AS PiE*_400�5 K 1 N G,,4-QT,� PH (360) 422-6097
PERFORATED PIPE
DATED: JUNE 2006
7AX [PARCIRL
C)MMERCAL BLDG 4" RIGID OR 6" FLEXIBLE
6" FLEXIBLE OVERFLOW
4" RIGID OR
HO 0423059�,�65 7AX PARCEL NO 0,t=69127 PERFORATED PIPE SPLASH BLOCK SHORT PLAT AREAS
NOTE: MARK CENTER OF HOLE WITH 1 TOTAL SHORT PLAT AREA 14,858 SF (0.13 ACRES)
ALL TRENCH RESTORATION SHALL BE PER TOPSOIL CAPPED PVC OR OTHER MEANS, 'c)_7o_7o_7_o "O'�0Q0UOU0 _0_PROPOSED SQUARE FOOTAGE OF THE LOTS
FLUSH WITH SURFACE 0,0 0 O_ 0-0-0-0-0 UQ�7,70N LOT 1 - 5,586 SF
CURRENT CITY OF RENTON TRENCH 19 ro - -1 FVF If 1
RESTORATION AND STREET OVERLAY DETAIL. FLOW 1' MIN - co);0()0.00000 ir 5 min LOT 2- 2,952 SF
CD 000000000000' 0 000<000000 ea
0 0 0 0 0 0 0 LOT 3 - 3,342 SF
FINE MESH
iv WASHED ROCK
CB SUMP PUBLIC ALLEY - 2,978 SF
1 1/2--3/4 SCREEN
VARIES 10, in w/SOLID LID
20' PRIVATE ALLEY
0-3' 12'- 20' 0-3'
6" 6'
2%
2%
5
0
0
3 1/2" CRUSHED ROCK BASE COURSE 4" ASPHALT CONCRETE, CLASS B
COMPACTED SUBGRADE 2 1/2- CRUSHED ROCK, TOP COURSE
PRIVATE ALLEY ROAD SECTION
NO SCALE
PITT'MAN ENGINEERING
Civil Engineering and Consulting
John J. Pftnm P.E. 12819 SE 3ft Street, #159
Bellevue WA 98006
(425) 562-7226
FINE MESH
_
end`` 8)DIA 000000000 LANA=COMPACTED BACKFILL SHEET INDEX
CATCH BASINt.PVC PIPE 0 0 0 0 0 0 0 0 0% 1 ..... GRADING and UTILITY PLAN
0 (.0
IA�
0 0 0 0 0 0 0 0 FILTER FABRIC 00 0�c>2 ..... NOTES and PROFILE
0 0 0 U 0 0 __,'
SIDES OF HOLE 0 0 U 0 00�_O-
00000 '0 0 (0, < 3 ..... D ETAI LS
LINED WITH 0 0 0 0 0 0 0 0 0 0 000 0 It
FILTER FABRIC <D C-� C-� (--� (--� A" Olf'In 00 r," FLEXIBLE _ N
D 0 0 0 0 PERFORATED PIPE 'Ocouo� 4.....TEMPORARY EROSION and
0 0 0 0 00 0 0 0 000000
0 0 0 0
3 0 0 0 0 0 0 0 0 SEDIMENTATION CONTROL PLAN
0 0 0 0 0 WASHED ROCK---- 000()0000.00.,0,.0.,(
D 0 0 0 0 0 0 0 0 1 1/2" - -3/4" A 000000000000000�
0 - 0-0-0-0--I _flr4lei
"
96" DIA HOLE FILLED 24
WITH 1 1/2"-3" WASHED L 1' MIN ABOVE SEASONAL 8ECTK)N
DRAIN ROCK HIGH GROUNDWATER TABLE DOWNSPOUT INFILTRATION SYSTEM CAi_L BEFORE YOU DO 1-800-424-5555
PRIVATENO SCALE
INFILTRATION PIT NOTE RECOMMENDED CHECKED FOR COMPLIANCE
NO SCALE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S FOR APPROVAL TO CITY STANDARDS
/11 RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND BY Date'
UTILITIES 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 BY Date
P I
,31F WAS NOT SHOWN IN THEIR PROPER LOCATION. 1BY Date
PER CITY OF RENTON COMMENTS JJP 08/02/07 JJP suwmc� BOYD SCALE. VERTICAL: NAVE) 1988 DATE.
2 MOVED PROPOSED FIRE HYDRANT _P 08/10/07 JJP NED: 1 20' HORIZONTAL NAD 1983/1991 CITY OF 2-27-07
30770 3 PER CITY OF RENTON COMMENTS JJP 09/13/07 JJP DRAWN: jjp BEACH SHORT PLAT RELDIDSK.
ylj
,p It,- IST TAR RENTON PAS:
ONE IN DATUM DRAWING NO:
J'-IQNAL CHECKED: JJP IFAT FULL SCALE NOT ONE INCH Planning/Building/Public Works Dept. 1333 MONROE AVENUE NE
EXPIRES: 10/14/08 SCALE ACCORDINGLY GRADING and UTILITY PLAN
NO. REVISION BY DATE APPR
SHEET- OF:
1 4
CDFfl W-34-1601 CEC
td
>
M"
O