HomeMy WebLinkAboutSWP2702884.3t I
' O
N
M � � N (n
Z M Ld N U
00 ' W J L n C0 J w J
J J J Z� N N O J_ 't C-) -j
0co z� I o z LO 0 M
N N N
S = Z O O N Q N m Q
M ��++�j /� W N
can o n ! (N= z Q + II f/ r`-) II c� m N EL un
_t d I Ln W m W Q J N U d
~ ~ U) (n 1 O w W U Q Vu
Ya ~ w I U) cn
cn
x Q X a x Q 1OF I® �1 X Q _� X Q X I-
WI cn IJ n W n II f� W (n W L W (n W W
� I lid W
10
z
N
CO
U
I
(0
N M
M
00 O
W
-J
L
ON
M N
N �
Ln
II �
rn
�
rn
o II
w
II
z
z
W
Q
Q � II
W
U
(n
U
V) W
NE CORNER OF NE 7TH ST & ABERDEEN AVE NE
POINT
OFFSET
ELEV.
DESCRIPTION
(FOC)
BEGIN
R= 26.52
PC 4+30.40
37.36' RT
214.49
0 = 78' 09'38"
1 /2 A 4+39.06
21.87' RT
214.90
L= 36.18
PT 4+55.59
15.31' RT
216.67
CENTER:
END 4+71,34
15.36' RT
217.08
4+56.55, 41.82' RT
E INTO Cg_95
OM
Ei SERVICE °
°o a
op °° NE 7T14 STREET
U)
00 O N
M
M
J N 00
00
W -OC) r-:
�- N
N
+
O O J
z Ld
II
m<Y' �w
W �
U
U
U
LLj J
Y
J
J
00 Q0
(Y
J
zN
0
r I
U
L
z�n
N
ILW
O
Q
N O
N
W
m
N
Q
N 00
00
Q+
II
U
0>
m
W O
w
II
cu
+
r\
� Q0
J N N
U) W
U
cfl
+
+
o
J (N
W
V U)
LJ
UU)Q
II
V z
c~i)
V)
II
X
W cn
W W W
N
X
X
of IJ
W
cn
T.-a
W
cn
W U)
WY
o
°
o-
a
I to
IM
W
W
N 5 22
o T - - ROADWAY & STORM DRAINAGE NOTES
�> 4 g ® U) 4- 1 'CC ® D D 1 ® W
a 12" CC - - - - - - - - - T -i - T -i - °r r° 9, - -i - F_ T _ O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
-
BASIN, OR STORM DRAIN MANHOLE.
6" CC D W �__ 6„ W W 4 O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
W 4 - W- �� W 6+00 5 7+00 W ----- DRAIN PIPE WITH FERNCO ADAPTER.
W J 5+00 SS 6+46 7+01 8 0
4 2 SS 5+24 12" PVC SS 5+92 - SS FSS 7+55 ♦ O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
4"CC - -� - - _-- NEW CATCH BASIN.
- -- N _ - - -- - - -� 5 S
O 12 12 1 - CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
' �� 4 6" STIP M ' ���' `� O G - - - G
-C G
STIP � 12
1
rn N Q �� "STIP G G - ----
�, END OF EXISTING STORM DRAIN PIPE
U) �5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
z 22 PAD AS SEPARATION BETWEEN UTILITIES.
_ _ -
i - _ _ - --
- O HAUL EXISTING STORM DRAIN PIPE
a Z
•P
°' I r
' � ' ° • ' 6 CONTRACTOR SHALL REMOVE AND WASTE
20 ® , 8 12 ® �
\, �0 1 L- - - _ L18 _ a _ _ _ _ V _ a _ O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
- - c 17 9 13 18 13 18 13 18 18 ' 9 ' 18 13 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
13 J� 9
WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF
D 6"CZ\ O� �� 9 Z®3G�Ep Q� Z�LO THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
--- __ ?' Z �- Z # E SPECIFICATIONS.
F
00
W I-
z z 10"' cn z o z SE CORNER OF NE 7TH ST & ABERDEEN AV �cA55 Off♦ s 0 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
u u u u r W 11 't u u J z L Ln J "' S1 J��S u LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH
EL CL a_ a_
c�
d 19
EL a-
c�
U
N N N N
c
N N
Z
W
W
LJ �
-
0)�
N- - --
I W
O QD
U1
Ln
�
J
� Q0
00
00
r)
I
z C)I
.�1
I
`
z-
I
+
N
�
f
I
w
t"
�f
_
N N O O L
I Q
N O
I
NLr) tc)
d-
>
N 00
Q
N Ln
C0
i"q 00 Ln 'd-
W
:�E O
N O
~
N
r`
W
(_0
II
Q
o +
II
II
Q +
II
cn +
O o O O
'
+
O O
+
d
J N N N N
J N
�-
J N N
m
J N
J N
W
W
I-
W
W
i-
W
Z
II II II
v�Q
II
�
I
cnQ
II II
Q
II
nQ
II
Q
POINT
OFFSET
ELEV.
DESCRIPTION
(FOC)
BEGIN 4+43.46
49,48' RT
213.84
R= 25.00
PC 4+42.76
44.53' RT
213.86
L= 98° 06'53"
1 /2 0 4+48.62
24.62' RT
215.27
L= 42.81
PT 4+67.51
16.00' RT
216.94
CENTER:
END
4+67.51, 41.00' RT
0
c9
PROPERTY OWNERS.
Z
+
10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
+
AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
(.0 w o
N <''
CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
No
D!f 00
J N
11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
k-:
W rn
VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP -
x
II M
Q
ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR
m
LLJ U)
� �' 0
C/)
TO COORDINATE.
x Q - I x �- �_ x - w x >_ m U 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
W u� W W W W W W cn lY L�J cn � W w z cn Ir W IJ cn W U (n
SEE DETAIL SHEETS 24 & 27.
6" W APPX 5CB NO. 93 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN
z Q :FROM CURB THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND
LLJ 6„W
c� :2'-10" TO TOP: REPLACE DRIVEWAY IN KIND.
1 230 245 6"w 230 EXISTING GROUND 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
230 : z 2 0 AND REMOVE AND WASTEHAUL CONCRETE, CONTRACTOR TO INSTALL
W.............:...... /. ./�.......
...� ............:............................................................................ ELEVATI-ON
o z CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND,
ELEVATION CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
Q Q OR LANDSCAPING DURING CONSTRUCTION.
z GB N0. 98 AND /
(7) Q 0 : ./\/��" 32 LF - 12" CPEP STORM: PIPE %//� -" 240
225 205 \,�� 225 240 = ��\/ 16 VACANT.
. ,/ ,/i�.... ....,;....................................... S 0.020 �.
.1-..1:2....GP.E.F..STORM. PIPE ......:...................:................ /��/
S=0.093 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
I
17
CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK,
ENT, AND/OR CURB.
220 235
220235 /��/./�\........ PEP. S
PAVEMENT,
\�. :... P .. ��............:.................:......................................................................:...... \. ,. ..�� :............. 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION
/i,. CPS / \ 2 ; ... O SECTION WITH CEMENT CONCRETE CURB END SECTIONS SEE DETAIL SHEET
EXIST.1 WATER /�\. :
a0 LF /�\\�� 1p8 Sir 27.
STORM PIPE\\ / S E DEFLECTEE
:
\\ 20 CONTRACTOR SHALL REMOVE PROTECT AND RELOCATE EXISTING SIGN.
- WATER \/�\ � / � � - \\\/\ : �G ABOVE SS 23O
215 / �// 215 23 /. / : P R 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR
/�\/ ............:..................:.................. �����......................... . .................. ... ....�....N�..............................:... .
j \ .\\,..........\\. CROSSWALK MARKINGS.
5��- CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER
CITY OF RENTON STANDARD PLAN NO. 005.1
,2� SAC 0g 0 �2 P 210 ,235 225 -INCHES COMPACTED DEPTH
210 / //\ : LF APE , X:.................:..................:....... ..... ............... �..S���R....:............. .. :...................:........ ....... 23 BARK MULCH. SHALL FURNISH AND INSTALL 4
\ /� .. P ....... pR
........:................. STORM ,:............... ... .. INSTALL ASPHALT CONCRETE TRANSITION
SS 4 CONTRACTOR SHALL FURNISH AND N LL
SECTION WITH CEMENT CONCRETE CURB END SECTIONS.
40 LF - 24" CPEP STORM PIPE
S= 0.044 205 2�0 a 220 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK
205 PER CIT
Y SPECIFICATIONS.
:......... ......... :..................... .......................................-._..................
�to rn
cN
9REMOVE SANITARY SIDE SEWER MANHOLE
EXISTING GROUND @
O N / OF 71 TSTREET N.E. LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE
0 -FINISHED
D GRADE TO VERIFY LOCATION.
200 200 215215
co. ti:
__ ....... ..............................
FLOWLINE RIGHT
N. .
I- C) j
O - �:� N N N N N � Of CD M:
N; � �: O (r) N r o0 �; N 0: O (�:
AS=BUILT
ONLr)OO �_ W �: ct M N;n LOON 7 �:
SO�r r N0N �: N N:
N. N Ljjz N:N Mob000 ��(�c�:W r NT4 :�M 04 M
195 O N N N N N N O N N N 195 210 N CO N N N N N 210 AS -BUILT SURVEY STAMPED BY
o + DENNIS J. PIERCE, PLS# 33147
4+00 Q 5+00 - W 6+00 2 7+00 8 00
ON 2/14/02
Q ., -
Q W Q W w Q Q „ ORIGINAL SIGNATURES ON DESIGN PLANS
o z W o N (n o Z W o w i z CB-92A, TYPE 2-48
z_ I W NOTE- Plans Redrawn, Items RECOMMENDED FOR APPROVAL
�wzcn � wcn� zcn�w _ zcn��� - ma.m - aw - aaw FRAME AND GRATE
U U U NY Ww CO WWW W 00 W W 00 W W W
u u u u u > > > U U U U � U 00 U a- a a m Q a- � Iz a- w 15' RT Removed For Clarity by City. B �'y Schimek Date: 8/30/01
> > STA. 7+78,
u u � u u z W w 0- C) U U U �-O U U U v U U U v U �. 00 U U U 0- 0_ RIM EL = 42.3 242.67 See Constr. Plans y'
J U _ _ _ _ By: ill Straka Date: 9130101
=_ = N N ^� N �- = `" �- N N N N 24" E = 2 0 237.43 $or Ori final Desi n
d d N N � It �I- N N N N qt N a Of F- g 9 By: Date:
r ONN�� ll
ONNN 00���- YJ NNNN- wOJ NNNN WJ N� W� NN W NNE W ��� 24' W = 6. 236.36
J J J00 J- a_ - a_ a-
- By: Date:
N N I o I ON I I I I I ON I I I M Gn I I 'n M I I I o
= NO000 IN NLn0LO =N N000000 m Nr NNr\ J �NNM tntn I j N�
(nO �Nc9� �� O�r� _ 0000 r7 ��ON� EOM M N O �O N O d O NO �� �� N(�� „
II �OOcO II cnN II NN - mN II u»Ln� rn(nN II uj aoco �� II o N a�rn II 0) !I �Nr cn + II DNO� 0 1 2
cn+ 0�000 cn+ 00E) � + OOo u+ OOOO + O O O + r� +
J N N N J N N N J N N N -t J N N N N O p J N N N d J N N N "t J O(0 W N
W W w � W Z z W Z W Z W
u� II II II cn II II II cn II II cn II II II D II II II II II II II 11 II II II Z Q II II II cn Q II II TWO INCHES AT FULL SCALE
Q Q� Q � � Q Q m xf Z
x i x x x i- m 0 m �- m W w w W w IF NOT, SCALE ACCORDINGLY
c-WWWW_Lj WWW 1,� WWW �U �WWWW Uo'� �wwwww UN �www w U� �ww UU) --- wcn �_
4r -,,�' - 2S'fa 6UA114NEL) APR 2 2 /1 ✓ f J - .-
0
A1w t00
D
O O
O
(n (V 00
Qf H N
W
z V) o
z Worn
ry� Ld Z C)
w 00
Z z z
Qo
Z X
0Ld
U Wi
O J
r` ~
Q
W
N
0
ON
Y
iO
a:
N
II
m
g
^II
}:
0
_>
o
Q
L�J
Z
Y
O
Q
Q
w
a-
Q
U
Q
2
W
C)
cn
C)
U
Q
000o
Q
z
00
Lu
1 10
NL� CO
Z 2
F_
0 0 (n
cn > 0
cn m F-
m UUj�
U O~�
Q-m
Z
O
cn_-m0
Z C4
>
O N Z
�
LD
W 0 O
>LLJ (n00
m<Q�
V)
Z
U
U
6
N M
Z
N
o�
m0)"t
NLOU �
00
�G(ON
0
Z
<
_v
O
C)
U)Ly
X F J
Q
J a
N
x (n Z
x _
N
ZOX
2 W
JO
<
a-
S
Q W 00
Z_Q°'
O
U
ova
O M
m��0
�00�7,
M
G� ON
i
O
Q (N
�-w
Q
x r
N O d
cn3
x
ZWw
�blS
aYL0
W
25
Q�oW
Ora
LLI
z
O
Z
a
W
H
Z
z
>
W
OQ
WO
Wo
�
Q
J co
-
W
Z
W
Z~
O
0
19 o
U.�Z
Z4
O
Z
Q Z� ZO
Q
a �.
d
Z
o
Co
L
o
`'
=
O`
z
I*-
H
y
Y
W
Z
SHEET: 4
OF: 32
JOB NO.: 00716
DWG: PLAN2
crc
C
N
W,