HomeMy WebLinkAboutSWP2702884.165
U
I- N
I � 00
U
U
U
I�
t— N Cfl c0
J N N
J
W
I
J
W
a
— _jW
W
��
Ln
N
z
l
w 0 N O
>_ r7
z r7
I
z��
I
N
In O
N
W
N I,
W ~ 00 I�
0
I� I
QW
N
c� rn
W
N LO
�
N
N
m
u
Ln
+
+
�+
Q U
II
I�
Z 0o NN
00
00+
+
N
O+
Q
II o
I-
�+
Q
II N
I�
LLJ
win
%-
rn
O
�`
N
W N
■�1 J W W
iir _
II w I
W N
_j N
W
I—
N
pQ"��(/
Q
�Q
II
>�� wcnw
zQ
w�
cnQ
II
cnQ
II
II
y��
J
w
x
w
i—
cn
xi—
Lw cn
a m F- I
m�
U cn
7 =
I x�
w cn
Li
x�
Lw cn
W
� -
000M
+
II
w
>_;n
RM
Ucn �
QN
p�
w�
�, ?
II
X12" C S�Rv�CE
1
m
U
v
0) 0-)I
I W
KEQ 1 It,
,Q
15
cn
E_
�
/
t0
O �
z
J
w cn
1410 5
4
~
Q
F- m U)
H STREET
V �
��
0
10
10
W
15 ROADWAY & STORM DRAINAGE NOTES
— — — — — — a o n ® o 0 4 �. j ° -0 N 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
--- - ° o ° D �. 12'' CC ° W O BASIN, OR STORM DRAIN MANHOLE.
� °
g a ° ° 5 __ _ � 02 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
j W W _ 6 6 C ��� _ -� DRAIN PIPE WITH FERNCO ADAPTER.
-- W — 6 — 9+001 W W W 10+00 w ............
�— 6 1- 11 00 4 - - W -- --- ----- 6 ® O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
O - _ — 5 SS 9+23� SS 9+92 -� / SS 10+49-, � 5 __ 0 5 F ss 11+60 12 0�. NEW CATCH BASIN.
S S -- c OCONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
S 10+9
SS 8+70-, S � - I - END OF EXISTING STORM DRAIN PIPE.
SS 8+08 ( 12 12 12 5
- S 12 S g 12 G 6" STIP _ G G G G 12 _ G 6" STIP 12 S �— 5 CAUTION: POTENTIAL U11UTY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
—t IS 12 G - G _ __. -- U — O PAD AS SEPARATION BETWEEN UTILITIES.
a - — _
- --- - - WASTEHAUL EXISTING STORM DRAIN PIPE.
CONTRACTOR SHALL REMOVE A
-- -
-- �O7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
GC'EE
° — CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
�° _
a
0 — WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF
J — — 9 18 13 ° 18 9 13 G ° 15 9 18 13 9 /18 6 13 9 9 L THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
J�A) 13 18 A> Q 18 9 A�� 13 18 13 = SPECIFICATIONS.
g A_ �� !y 0, & Aj 17 A 23 z � AA_jk 9O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
�1� �® 0-0-
.0 �S�I O o " 1� Q �Aj LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH
SS �p A_ PROPERTY OWNERS.
p,Cw PL vp5 0� �� - z I Ln t r" 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
�pG• g p �Q- CB 90A _ N - AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
`'� » Q � N o Q = CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
O 5�p TYPE 2 48 Lj 00 N r- 00 Ln ,°'�
rn rn cn � 5 ��' STA. + II o ao (n ao
� Q o � a v, + + 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
o rn 10+4.2 15.2 RT w N oo - oz VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP -
co �; � Q II Q cn Q Q ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR
v w w cn - w 0 cn w c~n v (~n TO COORDINATE.
12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
SEE DETAIL SHEETS 24 do 27.
6" WATER CB N0. 89 CB N0. 88 ,; z CB N0. 86 13 SAWCUT THE FlELDXBYnTHENG DRIVEWAY FULL DEPTH AT ENGINEER. WASTEHAUL EXISTING OPAVEMEN N TO BE HANDED IN
6„ 51 L.F. - 12: CPEP 6"WATER
STORM PIPE 5=0.035 W REPLACE DRIVEWAY IN KIND.
6" GAS WATER > .
6 Q o 6"GAs . 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB
265 270 :GAS WATER �' + 270 280
250 Q AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
._.. .......................... ...............Q.....:........
6 GAS
Q CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND.
Q
CB NO. 91: NEW 12", 24"I 12" CPEP 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
32 L F - 0.085 : AND/OR LANDSCAPING DURING CONSTRUCTION.
L-Ih, STORM PIPE 5=� l\
//r /� L 16 VACANT.
260 2"SS I \/�\j\\ram\:
12
32 L.E. - 12 CPEl�
25 L.F. - 12 . CPEP STORM............
_... ........................................:................ :./���1��%...........................:. .
STORM PI1E S- O�Q 0.028:...................:...................:........... ST E = 0 rl�\.::
i 0 . PIP S 0.0 7 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
RM.............. 4 ...........
17
/ r/ 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK,
255 255 ��\,�//�' 187 L F _ 24" CPEP PAVEMENT, AND/OR CURB.
- 3
0 9 270
S
_ 0.0
EXISTING GROUND EXISTING GROUND //�/ P........ STORM..'
...................... ,.................................................................................................... ............................. S ................ 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION
:''ELEVATION': / / : ELEVATION : �\ ,��� 53 E F 4 _p 02 O SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET
S ORM PIPE S-
27.
GPEg6
SS \ j ` CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN.
250 �\ FOUND IE 253.5//, g2 LM P\P Y SEW _
LOWERED BELOW S�0 ....... X:. SANITAR..... ............. 265..
R 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR
....... ................ ....:................... :................... :... /�� ..... _ ................ :.................... ,; ........... /..r l:...................... .
�\ �0 �0� � 24 STORM ...................................... \\\r/\/ CROSSWALK MARKINGS.
S CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER
,. / PAP r Q�P CITY OF RENTON STANDARD PLAN NO. 005.1
R / G 8 _
//` EP S�0 2� �G 0g\ SS 23 CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH
245\\ GP 245 /��/ F . E S O BARK MULCH
.....:... �....... ....: .......� .. �P........ ...............................................
///....... 2 :.............................. ..............\ ��. �p M P :................ .......... 6..P. VC.....
S�pR o Y SEWED EL :UNK
\ AR 0 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION
//�\ : S A� SS
EX. SECTION WITH CEMENT CONCRETE CURB END SECTIONS
SS : /: : - S-S 6 P VC
p6"PVC // 6"PVC EL LINK 255 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK
240 �C S APPX. : _ :.................. PER CITY SPECIFICATIONS.
:......... P.............................................................. EL..EJNK...... :.................
o �2 1: EXISTING GROUND REMOVE SANITARY SIDE SEWER MANHOLE
/ 0 SS LOWERED OF 7TH STREET N.E.
BELOW STORM FINISHED GRADE : 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE
FLOWLINE RIGHT r TO VERIFY LOCATION.
235 SS LOWERED : 250
................/......... ........
............ ...... ................................,..................:.................. _. _
BELOW STORM ...................
00 Q0
00
AQ PHIH
N N N 0:0 N N N:N N N:cV cV N: I
230 2V15
8+00 +00 10+ 11+00 y
3: w Q \ Q
CB-90, TYPE 2 (48" DIA.) W o 0
STA. 8+94, 15' RT �� > j ti00 c�o trn00�
RIM EL = 49.50 254.91 U U v > w CB-90A, TYPE 2 (48 DIA.) 00 <o 00 00 "' cQ <o
24" E IE = 0 0 249.95 FRAME AND GRATE N N "' N `J ti (4 CO `°
24" W IE = 2 50 249.49 " `y O N N STA. 10+04, 15' RT N o0 0 0 N N N N
12" N IE = 49. 249.81 I I I o ! RIM EL = 6.2f 266.04 a- � �_ z n ,
Ln
00 24 E IE = 2 .60 259.79 > r N N CO N � I > r
� N � 24" W IE = 60. 260.26 co = N � o N
N
cn II Ni N ao it II I! II 00 Q0 Ln c II
N - (n + Ln Ln 00 + W w w V + II CO N 00 + coII W W W
N N NM J N N OC.D
II II II V Li Q II II zz� w�zw �Lij O- wzLw
esQ
LiJ L J LLI un � LLJ W m F- N't X m N
�wP • 2 7 ®s � � � — — U (n Qf 04 LLJ cn i Lh W U (% Qf N N
245
12+00 AS -BUILT SURVEY STAMPED BY
DENNIS J. PIERCE, PLS# 33147 ORIGINAL SIGNATURES ON DESIGN PLANS
ON 2/14/02
NOTE- Plans Redrawn, Items
Removed For Clarity by City.
See Constr. Plans
for Original Design
RECOMMENDED FOR APPROVAL
By: Gary Schimak Date: 8/30/01
By: Randd Straka Date: 8/30/01
By.RW —Mahn Date: 8/30/01
By: Date:
I
0 1" 2"
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
O
w CO
0
o0
o
V) N 00
H N
LLJ
Z V) O
z o rn
M W z o
Vj 00
0
Z z z
>o
J Q�
cr
w
z0 w �
� _,
W
O J
n �
Ld
Q
LiJ
N
_0
Y
O
N Ln
a:
N
II II
m
3�
g
}
of
o
_>
o
w
Q
J
z
Y
O
Ld
U
�'
O
0
U
Q
00o
m
Q
z
O O
o1
Lj
z Z
o
o�cf)
bi z0
cn >
mcrF=
U D Q
cn >
o
Q-n
m
""m0
>
NQ z
W
woo
W p U
Qom
�Q�
ice -fr-z
U
6
N r')
z
N
O
M �\
m O d
Lp 0 N
FEW
xW
V)<95
—3
XF
x (n
N_ja
O X
z
x
S W
J Q
C d
00
®:20-
O M
0
M
O
vO
QJN
3
x
N
x N
Z Z
w
_j }
a 00
v S
Y OD
-
Q
w
0Wa
UJI
z
o
uj
H
Z
z
'
W
W
ce
W N
Z
��
LLI
�
O
(3
OOG
LL
p
Z
Z+
00
O
Z
■
ZO
J I`
F'
z
~
d H
o
=
N
z
~
O
Lu
Z
SHEET: 5
OF: 32
JOB NO.: 00716
DWG: PLAN3
S CA N NED, A V P 2 2 --f' / r' ~ 0 `cFec `4