HomeMy WebLinkAboutSWP2702884.30W
WW
i
Ln
CD
.N
J
DO
00
+
Ni
J
i�
c
O
Ln +
Ln
Z
m �
Ln Q
m v
aM
00
� Cy) N1�
o
II
1i �,
U L W W
I
❑ W U
un > W
< W
N
r7
w
I
J
U)
0
m
a?
CD
00
+
�
U
L
O
O
Z
m¢
X<
M
F_ N
x �, W n- , �, U (� W W (� - - - (� W (� ROADWAY & STORM DRAINAGE NOTES
W W O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
(Wff MONROE AVENUE = BASIN, OR STORM DRAIN MANHOLE.
CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
7 7
_- - - G� — — — — - - - - DRAIN PIPE WITH FERNCO ADAPTER.
j h W
W O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
--
- ST ABANDONED D
� NEW CATCH BASIN
M - - L_ -- — --------- --� 6"CC D -_- C - O ENT CONCRETE PLUG IN UPSTREAM
-; 1 8„ 4 CONTRACTOR SHALL INSTALL PERMANENT
- -- ST ABANDONED ' 0"CC D G G -- - - END OF EXISTING STORM DRAIN PIPE.
• D - p- -- D 2" STIP_ _ 2" STIP G D ■ 67+00 D �5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
Q - 2" STIP - -_-- D D ■ D 6+00 - _ -_ ---- + PAD AS SEPARATION BETWEEN UTILITIES.
(f) p 65+00 -- - CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE.
64+00 O 8 CC S
W ■
8"CC - — s - - -- - - - - - Ir <7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
Q„CC------- �� S Q
Z 8 — " CC C_
----- y __--------- - — -__ - - CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
-- - C-)ABANDONED10 W 10„ - WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF
» 10" W `O C THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
_ I O ABANDONED 10 W .ACTIVE W �'
_ -- - --_--------- - _ V,J SPECIFICATIONS.
- -- - - k7TW ------ W �� --
_ _ — -- _ _ _ — O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH
— — — — — -- — — — - PROPERTY OWNERS.
— SS = 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
V O AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
p I I w °w I F- '', p 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
J' o o u 0 °' 00
w rn O VALVE BOX CLEANOUT MONUMENT CASE FRAME TO GRADE. UTILITY COMP-
U) M p p U Z F- Lo 0 C > >
N J ,. u Ln J c J �,, �. 0_ o w � : ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR
a o �, c� I� a to > M a op r oo t_ I a M TO COORDINATE.
M o rn M = z ~ co 00 "' M w cro M "�' f x r7 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
ov W IXno M� j Nw a ,ri SEE DETAIL SHEETS 24 do 27.
c}cn � w� 6 � j xn
W w a � rnW N x N N N Z J v �' I13SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN
w w o > W II THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND
—� w Q �� f n H J = 00 W
~ II II I I m + II II m + II m + II � II I + m + II 3 - REPLACE DRIVEWAY IN KIND.
v ' II z w w �■ w p L v � J ' `' �' � v Ln z �`�' w " `(' I �' 0 Li 0 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB
CO CO J � LLJ�p J CO �O J
CO w > z ~ J Q � Q II cn Q z LJ C)?' can Q I Q z AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
Q �_ = " I x � N x - x � " " N I x � x � " " CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND.
W (n CD N N I I w (n Fh co w (n a' W W (n OL CD 00 I LLJ (n I LLJ (n CD 00
15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
AND/OR LANDSCAPING DURING CONSTRUCTION.
i 2"GAS STEEL [cn 2/26/02
z = :EX TOP EL=394.24 _ 1/2"GAS SERVICE PSE RAISED 2" GAS: AND 9VACANT.
+ :RAISED ABOVE STORM + EX BOT EL=:394.3 / 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
o � = - � � � � � Ln � LOWERED 1 2"GAS SERVICE
u' � : E = WITH VERTICAL EXTENSIONS LOWERED BELOW STORM
Q EXISTING GROUND
EL�395.30-395.50 z Q ELN394 400 w :NEW TOP :NEW TOP .0 400
'r .
.... �LEVATLoN...................:.......................................:................... .. _....... 18 CONTRACTOR SHALL. REMOVE AND WASTEHAUL EXISTING SIDEWALK
............................................................................................. ............... ,
N n L4 c PAVEMENT, AND/OR CURB.
/ / / / / / ////, //� //� /// ///�./ / / / 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION
\\�\\�\\�\\�\\�\\�\\��\��� SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET
395 : 55 LF - 12) CPEP 108 : LF - 12" CPEP S-O._D � 0.0053 117 LF - 12" CPEP S=0 &9 0.003 395 27.
162 L.F. - 12 CPEP STORM PIPE S '0.0045 : _ - _
........................................................................................................................................ a S..OB�4�...0.0.03.................. .....o....:. 0 TRACTOR SHALL REM 0 D RELOCATE EXISTING SIGN
t1 o : - - - --- REMOVE, PROTECT, AN .
..................... CON
--- — — — - -- — - _ -- -- O ---- ---� - ----- -- 8 CC S ITAR' FURNISH AND INSTALL PLASTIC STOP BAR AND/OR
_ - — - - -
EX AN CROSSWALK MARKINGS
CONTRACTOR SHALL FUR D
- - T
- ---
- EX. 8" CC SANITARY SEWER
- - - O URB RAMP 'ALTERNATE' PER
390 - - - Ex cc : R
22
ONTRACTOR SHALL FURNISH AND INSTALL C
.
39 C
_.........................SAf�ITAf�Y SEWER...................:.
............................................... _ ............. CITY OF RENTON STANDARD PLAN NO. 005.1
23 CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH
BARK MULCH.
EXIST. CB STA. EXIST. CB STA. 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION
385 32 LF - 12" DI STORM PIPE S=0.012 : : 385
: 65+65 2.6' RT 66+i4, 26' RT SECTION WITH CEMENT CONCRETE CURB END SECTIONS.
_............................_. ... ..-...... ...... ...........-... ........._......_................................................................................................ ...._............................. ............... ..........................,................ ....... ................. .............................. .................. ............. ..........................................,....
44 LF - 12" DI STORM PIPE S=0.0045 0 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK
32 LF - 12" DI 50: LF - 8" DI :STORM PIPE : PER CITY SPECIFICATIONS.
STOR0.01 D PtPE
5: : S=0.00
26 REMOVE SANITARY SIDE SEWER MANHOLE
380380
°
- 395 - ... �. 39 5 .............. ..:...................:........ :.................:... I. 39 5 - :. 39 .... ... :.............. - - - - 9LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE
_....- ............... `2.".GAS,
°
TOP O
EL 74 =395 - - � � TO VERIFY LOCATION.
0 0 _ n 393
O Q
: 393
393 0 0 0
8„SS �0„W TOP EL395.4 8"W
375
8„ss 1 �„ w 8"W
EXIST. CB STA.
:
375
-
65 10 21' LT
ABND 10 W 2 GAS
ABND 10":W
:14 LF - 8" : DI
OC APPX. TOP EL=39 79
EXIST.: CB STA. EXIST. CB: STA.
LOC APPX.
S=0'@�4 0.029
EL UNK.
63+47, 25' RT : 63+91, 23' RT
: : : 2"GAS
EL UNK. :
8": DI BUILT
370
................
............ ........ ............................................................. ........................................
UNDER X. GAS370
.. .............. ................... ....... ........... ................ ....
..................
....... .......... .............
................ ...... ...... - .... F
-------------------------- - - --- -----
00
0�
365
0
z
U
a0
Q J
Go C4 W CD
�J
CO m CA A
M M M M
o�
N
J J
WO"
(0 00
�N
z�
coo+
II www
O
W Z (n W
z
HQN
OON
U��
0): �: o
64+00 (D 65+00 z j66+00
_z z
Q p ¢ O —0
z w J to M tM0 Q W P N z (n w M N N
U O U �_j 0 a) M M� J M M M M U U U �_j M M M
U u M M M M U U U
- N� J CD � CD� N � J rr) N C 4 _ C 4 J Lc)
_ 0 r� H p r7 S r7
0 + II�� LOB+ II www� �+ II www + ��� �i�+ II ww
(nro 0-)�M O� --- OLf) J—�— nLn 0-)0)0-) OCD J--
CD J r� r7 n O� (D W Z (n — O W Z (n W Q0 J r7 r7 O� CD W Z (n
(n Q w It II Z= * �" " W z�Q �� _ _ (n Q w II II z=Q �:
x > m~ N N" " m—� N N N x > m N N
w(n �www U�(n ��.-aoao U�cn w(n c�www U�(n
67+00
365
AS=BUILT
AS -BUILT SURVEY STAMPED BY
DENNIS J. PIERCE, PLS# 33147
ON 2/14/02
NOTE- Plans Redrawn, Items
Removed For Clarity by City.
See Constr. Plans
for Original Design
ORIGINAL SIGNATURES ON DESIGN PLANS
RECOMMENDED
FOR APPROVAL
By:
Gary Schhnek
D a t e: 8/30/01
By:
Ronald Straka
D a te: 8/30/01
BY:
Bob Mahn
Date: 8 0 01
By:
Date:
0 1" 2"
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
O
w CO
0
o O
O
N 00
cj!� W N
w
LL.I CO
z (n O
CD .
z o0)
wZ�
�1 0)
CD
z Z z
>o
J Q CD
D _
z w �
00
W
o_j
Q
W
0
ON
LO
a:Y
N
II II
m
3
-
}:
0
5
_>
o
Q
W
>
w
z
y
O
Q
Q
w
Q
U
S
(n
u
Q
U
a_
00
a_
Q
Qp
W
01
Q
V)
>0
Q�F_
DQ
(n >
ch
J W
O
m m
cn
(n O
>
�O
w
I�
0 ~
p U
oD
Q�
F-
�- z
U�
0
�
z
N
O
r\�
O N
W 0
CGS
Z
.<oW
N
C
x w
J
X
cn
Z = LLJ
C) "p
<v
Q
Q W
ZQ�
Oid
s
.� 0
o00�7,
W
2 Z M
ON
O
N J W
g 3
% a
Q x
Z W W
D 00
00
LO
Z w �
O W
oWIL
Z
z
�Uc�
Z
�
OQ
Q�
g
Z
WO
O
x a
+
� m
�
W
00
sp
ILL.
Z
M
O
Z Qm
z
U0
O
U)
z�
Y
Z
SHEET: 20
OF: 32
JOB NO.: 00716
DWG: PLAN17
Z
m
s �•� -aa -28W1_
SCAI4I14to Aek z