HomeMy WebLinkAboutR-371002N
LID
O
O
M
T
Q
J
f—
X
0
O
L
Lu
Z
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
MONROE AVE NORTH NVX MONUMENT
FOUND TACK & LEAD
IN MONUMENT CASE
STA. 10 +00, NE 7TH STREET
I
I
I I
�I I
m I
I
I
NEWPORT CT. NE
I 3OLF., 12" C -900 ®S =1.00%
z STA. 14 +85.0, 15.17' LT.
I I
I
I i
zl30 i
I I
0
O
m l �I
—H II
�I
W /SOLID LOCKING LID
RIM= 385.40
IE= 382.37, 12"
CONTRACTOR NOTE
EXISTING WATER MAIN TO BE AS -BUILT PRIOR TO CONSTRUCTION
TO VERFIY HORIZONTAL SEPERATION TO NEW STORM LINE
g
Ip
I
I I
I STA. 17 +15.46 15.17' LT. I
CB 2, TYPE 1
GRATE = 389.30
IE= 384.67, 12 N,W)
IE= 386.30, 12 "�E)
I
30 30' I CB /4 - SEE SHEET 4 I--
I
7 +2498 + OLYMPIC AVENUE NE
of N00'09'34 "W 299.06'
__— 70.00' —__ __ 65.00 —__ 62.00'____ 82.00
i 1
_ < _ rn 26' ACCESr S � A A N T ILIT EASEMENT
u
116.43' 44.55'
z --- --- I------- ------- --- ---- -- ---- -------------- a
____ z
rn 20'//," 9 UTILITY SEMENT a
I N � ' - - --
J ` y A Ol
1 � N m
I II
°- ,� `L Q, �p"C y0
m� ® 6 D X00 pti �O Np 5�0. o °0 20, - `o- mod\ Sc3O. ��1 �1ti 1 y0 rn N^
�ml o L O 6 N �L1 �p0 �1 Lp Ste' 00
eI a 0 L 'I • g5 �N
+ � I LN �
70.00' 65.00' 82.00' 82.00'
o - —
i N00'09'34 "W 299.00'
FENCE WALL AND HEDGES
SETBACK LINES PER CITY ° HOUSE NUMBER TYP. �Zgsa
CODE.
STA. 18 +04.0 15.17' LT.
II I GRATE 94.12
IE= 391.12, 12"
I
OFFE ENGINEERS
't�� Hi}•.•,„ SITE SURVEY &MAPPING
13932 SOUTHEAST 159TH PLACE qe• - D L OFFS, P.E. SCALE
RENTON, WASHINGTON 98058
4: 274tw D.L OFFE, P.E. a1E v«r
PHONE: 425- 260 -3412 �'• A ��
Of •' �' /$TE C� Ai fN151'IlE
CONTACT: DARRELL OFFE, P.E. F'rSIONAI ''• F'�G 12/19/2013 NO. REVISION BY DATE APPR rsanvm scvL r
RECTANeu"m miuvi NENT SECTION
— w.�... -. PRECAST aAEE aEeTlox
iamaecnwxxo
+r wn
GRAPHIC SCALE
0 15 30 60
1 inch = 3O feet
WEN=l
ALTERNATIVE PRECAST EASE BECTNN/
NOTE,
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
UTILIITES 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, 1- 800 - 424 -5555
PIPE ALLOWANCES
PNEwTaaN.
IIALaARI
attx
mAttwt
r„ ,�,�uia�
�
Au IETT+pmE
u
............... 3. 9Q.'..................
r
......'......................J.
. .....................
...__.........._............... . ... ............._..._.......:............
...........:......._........... _......._...... ...........'Y�.........
��
' ....
...
.390
..... .................
cooTSE wAtrw
,s
MAINTAIN 24" COVER
0
$gVf ••
--- ----- - - - - --
CB 3
TYPE 1
... 385 .. .............
.............. .-
- -_ - --
... .. .........230LF. .1.2
_ % : -
^...N....12 ®S -1.p0. �... ....... ..
......
GRATE
_
IE -391
- 394 12
• 1 12 ..... .................
,
3OLF.,
12" C-900 ®S =1.00%
... ........380 ....................
.........
......... CH 1...TYPE 1 ... ..........
7th ........... ....:...........
" ' NE STRE
1 ...
..........
........... x.380.............
CB
W SOLID LOCKING LID
GRATE= 389.30
RIM 364.37!
RIM = 385.40
IE= 384.67, 12"
N,W)
MV 12" SW = 382.07'
IE= 382.37, 12"
IE= 386.30, 12 "�E)
14 +00
INV 6" E = 392.07'
15 +00
16+00. 17 +00
: 18 +00
INV 6" N = 362.07'
CONTRACTOR NOTE
EXISTING WATER MAIN TO BE AS -BUILT PRIOR TO CONSTRUCTION
TO VERFIY HORIZONTAL SEPERATION TO NEW STORM LINE
g
Ip
I
I I
I STA. 17 +15.46 15.17' LT. I
CB 2, TYPE 1
GRATE = 389.30
IE= 384.67, 12 N,W)
IE= 386.30, 12 "�E)
I
30 30' I CB /4 - SEE SHEET 4 I--
I
7 +2498 + OLYMPIC AVENUE NE
of N00'09'34 "W 299.06'
__— 70.00' —__ __ 65.00 —__ 62.00'____ 82.00
i 1
_ < _ rn 26' ACCESr S � A A N T ILIT EASEMENT
u
116.43' 44.55'
z --- --- I------- ------- --- ---- -- ---- -------------- a
____ z
rn 20'//," 9 UTILITY SEMENT a
I N � ' - - --
J ` y A Ol
1 � N m
I II
°- ,� `L Q, �p"C y0
m� ® 6 D X00 pti �O Np 5�0. o °0 20, - `o- mod\ Sc3O. ��1 �1ti 1 y0 rn N^
�ml o L O 6 N �L1 �p0 �1 Lp Ste' 00
eI a 0 L 'I • g5 �N
+ � I LN �
70.00' 65.00' 82.00' 82.00'
o - —
i N00'09'34 "W 299.00'
FENCE WALL AND HEDGES
SETBACK LINES PER CITY ° HOUSE NUMBER TYP. �Zgsa
CODE.
STA. 18 +04.0 15.17' LT.
II I GRATE 94.12
IE= 391.12, 12"
I
OFFE ENGINEERS
't�� Hi}•.•,„ SITE SURVEY &MAPPING
13932 SOUTHEAST 159TH PLACE qe• - D L OFFS, P.E. SCALE
RENTON, WASHINGTON 98058
4: 274tw D.L OFFE, P.E. a1E v«r
PHONE: 425- 260 -3412 �'• A ��
Of •' �' /$TE C� Ai fN151'IlE
CONTACT: DARRELL OFFE, P.E. F'rSIONAI ''• F'�G 12/19/2013 NO. REVISION BY DATE APPR rsanvm scvL r
RECTANeu"m miuvi NENT SECTION
— w.�... -. PRECAST aAEE aEeTlox
iamaecnwxxo
+r wn
GRAPHIC SCALE
0 15 30 60
1 inch = 3O feet
WEN=l
ALTERNATIVE PRECAST EASE BECTNN/
NOTE,
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
UTILIITES 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, 1- 800 - 424 -5555
PIPE ALLOWANCES
PNEwTaaN.
IIALaARI
attx
mAttwt
ImNrmc:_pw
NvurtniwE,e
�
Au IETT+pmE
u
terP.STEC.easap
m [n S
y0
O
N
y
H
9
cooTSE wAtrw
,s
18m.aa•EC.aaa,a7n
•SIONRYPE i,n�
NOTm
I . Ae aasptbb ahomewee bas reO >COwn h Me PRECAST BASE
SECTION, Iban(Pbn Cacrdkp b aw$W SPedbdiwa
wkamesh haphP aniinum eteadO.l2Spva ft *perbd Rwl
bowed wlm SR meimn, rxluhal iaDer&on F Sw AtIFRlUl1YE
PRECAST BASESECTI011. YIY9I,yNl6ha1 r,olm Pbatl htlw
blackout.
2. Thebaxlbut�ShWWbege rnua2R. Kmdm,a9ahaS
hewawel lFiWweedrmHnem b2r naartun. Pawbeal.r
minimum �p beMwen the bodM wN arq tlN oubtla d nR p9a.
ARerthepj,e t W.® IhegapwNpYNnMUha�Narw
wih SbWaN Sp stllptlm8-04d.
3. TM ma . deph ham the fnhdNd Pmda b Se bmit pk.
Shall � S.
4. Thefieme end pNt muaba hStNetl wNVwaaOOdwm.
5. The P,armtaase Setllm mq Aewa w.4*d f.. and tlt wab may
heebpedatar d124wsb ..
S. TltoperiO Ntl be measured aline tm dlM PxaNlNr wtlM.
7. MPkbry lbba NmlW pmubdNatM SUh ®IflR hem ptoed.
S. Annm Specnd 904.SnalbeNh modmin eaadN,Pewln
SbMwd &redlpdp,Sal.n.
R- 311002
PUBLIC WORKS CATCH BASIN TYPE 1 SRO. PLAN - 200.00
K DEPARTMENT MARCH 2008
Nmrcx xkw ,am
CITY OF
RENTON
DATUM
Planning /Building /Public Works Dept.
RjjjjjjEC��,��,O��,��,MMENDED FOR APPROVAL
By, ������ Date, litiliq
Byl Date,
Date,
Date,
NE 7TH NORTH SHORT PLAT 09/20/201
KRRV DEVELOPMENT, LLC
LAYOUT / UTILITY PLAN & OFF SITE DRAINAGE RP.N
3506 NE 7th STREET
cp: 371002
2 11
AY❑❑T
y
n
y
Nz
m [n S
y0
O
N
y
H
9
0