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W NE ? a� 1 1 W ROADWAY A STORM DRAINAGE NOTES
- ° cn �. " 1 CONTRACTOR SHALL �
_' - ° ° • cn a D 12 CC O AND WAS'tE�NAUL INLET, CATCH
MI ® - - r -� W BASIN, OR STORM DRAM MANHOLE
n O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
W W w -- w 6 W 0 6 „__ -_ DRAIN PIPE WTH FERNC�o ADAPTER.
6" W 10+ 00 11 pp W 6 3 OOH SHALL CUT AND CONNECT STORM DRAIN PIPE TO
w a 4 - ---___ O
w W 5 09 +0 0+Z3 SS W2 ,. SS 10+4 -, SS 10+95 O 5 , #� 12 00. NEW CATCH BASM.
a +TO,
S S S O4 DON SHALL INSTALL PERMANENT PLUG IN LVMTREAM
gg 8+08 2 P V ` _ ' 1 -
END OF STORM DRAIN PIPE.
S S -- 5 1 6•. STIP � 1 1 5 1 6" 1 S __ •
S 1 - G G G G G G G S TI P G O5 CAUTION: POTENTIAL UTILITY . CONTRACTOR TO USE " ETHAFOAM
G G G _ PAD AS SEPARATION U1x17E&
- G O CONTRACTOR SHALL MOM AID WASTEHAUL STORM DRAM! PIPE.
® • . • • ' • N •• cn ® »� • _ ® O CONTRACTOR SHALL ABANDON STORNri CATCH BASIN OR MANHOLE Ir PLACE.
• `^ ® I
T 1_
CONTRACTOR SHALL PO?HOL.E TO VERIFY DEPTH AND LOCATION OF EXISTING
o _—. +-. �� O
9 13 9 8 - L WATER LINE, F THE WATER L %17H THE 061 ALLA ICIN OF
9 18 13 18 18 g 18 1 �� THE CATCH ,THE WATER L SHALL BE RELOCJITED PER 7FIE CITY
9 1 z �► �► v
v � �� �. <j> CON SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
i� �' swat WALL, AND/Olt RoaaoRY.
ATE MATH
ss i g°� r, �► �- �► PROPERTY
cr- 1E P OG • `'' O't� 4�' CB-90A z `" 00 I `n �n �' 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALX AND/OR CURB.
� - N AND REMOVE AHD WASTEHAUL CONTRACTOR TO INSTALL
in
O' O'H " 00 c ° co
T-
T- v, CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
�. TYPE 2 48 woo N N 00 "' �n
rn rn N � ° k,'r' STA. Of + II 0 00 + � + 00 +
+
L/) + 0 Q o N 0 � 11 CONTRACTOR SHALL ADJUST EXISTING CITY- -OMNED CATCH BASIN,
o rn 10 +4.2 15.2 RT 1 i z z VALVE BOX. T, T CASE FRAME TO GRADE. UTILITY COMP -
z ,Q cn - X Q II X < m a ANY TO ADAM GAS VALVES AHD /OR TELEPHONE MANHOLES. CONTRACTOR
U w Ln w V) � w U cn w vo U cn TO COORDINATE.
Q CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
SEE DETAIL SHEE75 24 & 27.
6 " W AA T E R N : CB NO. 88 „ z 13 SAMMCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN
CB b 89 6„ : 51 L.F. — 12 : CPEP 6 WATER THE FIELD BY TIC WASTEHAUL PAVEMENT AND
6" GAS = ^WATER STORM PIPE S =0.035 w REPLACE DRIVEWAY IN KIND.
= 6" a O 6 "GAS
10 14 CONTRACTOR SHALL NEAT LANE SAMIIC:UT EXISTING SIDEWALK AND OR CURB,
265 : +
. 2� :GAS � WATER � ZOO Z80
250 Q AND REMOVE AND WASTEHAUL CONTRACTOR TO ALL,
......... ..........:...................: :........... :............... :..................:.................._...................:...--........... ...:...................:....... 0.....:...... .. . ...............................
: 6;; GAS Q CEMENT CONCRETE VERTICAL CURB ANA REPLACE SIDEWALK IN KIND.
CB NO. 91: =12. u : �, �, " 15 CONTRACTOR SHALL PROTECT HYDRANT, SIGN, WALL FENCE,
:32 L.F. — 13 CPEP
STORM
PIPE S =17:� 0.085 I J _ AND /OR CONSTRUCTION.
260 : . F. - 1 " P ' 12 .. S S ": 1 I \ \�f \ \i \ \�� \� / \�\ 16 VACANT.
32 L 2 C E 25 L.F. — 12 : CPEP T -RM : / / /�% O
S 0 /
........................... . .. .............. %. /..\... ......................... -..... .
ST`ORIN -PIPE- - S =ii: R; O:Q�B / j\\ \ ��, ......... .
MOM— PIPE � �S =a'$�4 ��.00�� �
CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL FENCE.
CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK,
PAVEMENT, AND/OR CURB.
255: : F T : : 255 `�, \�/� \�� ` 187 L,F, 24_ o3a9 270
........................ ............................... .... ............... ... . _ I �/ M PIPE S--0.0
X S ING GROUND L XIS I ING GNOUND �� ` \
: : ELEVATION— ..r. ......:.. :....................... /�,� /�....................:. 4" GPEP....... STOR.... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION
ELEVATION —
\ \ //. \ SfiORM P P S • 0.02 SECTION MNTH CEMENT CURB END SECTIONS. SEE DETAIL SHEET
P06
SS 24~ 0. 6 : = CONTRACTOR SHALL REMOVE, PROTECT, AM RELOCATE SIGNN.
250 : �' \\ ,/� FOUND IE 253.5 �j� 82 L� p�PE SEWEF
:...................:.......... .........:................... :. l . ��.. :...
LOWERED BELOW .......:................ - .:... S�dR j S AN T ARY Z65 21 CONTRACTOR SHALL FURNISH AND INSTALL MAS11C STOP BAR AND/OR
\ \/ 43 24" STORM / \� j _ ...... :......... I ..� .....:................ Ir X : GROSSWAL K MARKINM
CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER
CITY OF RENTON STANDARD PLAN NO. 005.1
245 : \� �� \ //� GP�p = - 24,5 : /�� : F . � S "0• SS 260 ® CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH
O w► P wER r ............. ........... MINI .........:................... .................
BARK MULCH.
\/ 1� R /� // S A�� t AR SS ®4 CONTRACTOR SHALL FURNISH AMID INSTALL ASPHALT TRANSITION
\ : " SECTION WITH CEMENT CURB END SECTIONS.
is SP��� P 6 "PVC : `�i��\ 6 "PVC EL :LINK ® CONTRACTOR SHALL CONNECT SANITARY SSE SEAR TO 1RlNINC
Z55 PER CITY SPECI:ICATIONNSr
APPX. EL. I1NK ;
Q 2 P .......... EXISTING GR OU N E) @ ...... .... 19 :..... ............................... ............... ............................... AlEM011E SANITARY Si�NE SEAR MANHOLE
SS LOWERED OF NTH STREET N E
BELOW STORM (-FINISHED GRADE : : i ®LOCATION OF EXISTING DRAIN APPROX#MATE. CONTRACTOR SHALL POTHOLE
. RiOHT : �► TO 11ERN•Y LOCATION.
230 SS LOWERED _ 2" 0 L4
.................... .................... _....... ............_.................. .............. ... �...................... ............... :.. ................. ...
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FRAME AND GRATE
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12+00 ANNILT SURVEY STAMPED BY
FR a 8�
DENNIS J. PIERCE rum 33147 oRg1. -- s TURFS ON OESM 1tAMS
ON 2M4=
NOTE- PINTS Nam
RNnol v ad For Cleft by City.
Sw Constr. Plans
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9 ow A!�lNO�VAL
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W NE ? a� 1 1 W ROADWAY A STORM DRAINAGE NOTES
- ° cn �. " 1 CONTRACTOR SHALL �
_' - ° ° • cn a D 12 CC O AND WAS'tE�NAUL INLET, CATCH
MI ® - - r -� W BASIN, OR STORM DRAM MANHOLE
n O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
W W w -- w 6 W 0 6 „__ -_ DRAIN PIPE WTH FERNC�o ADAPTER.
6" W 10+ 00 11 pp W 6 3 OOH SHALL CUT AND CONNECT STORM DRAIN PIPE TO
w a 4 - ---___ O
w W 5 09 +0 0+Z3 SS W2 ,. SS 10+4 -, SS 10+95 O 5 , #� 12 00. NEW CATCH BASM.
a +TO,
S S S O4 DON SHALL INSTALL PERMANENT PLUG IN LVMTREAM
gg 8+08 2 P V ` _ ' 1 -
END OF STORM DRAIN PIPE.
S S -- 5 1 6•. STIP � 1 1 5 1 6" 1 S __ •
S 1 - G G G G G G G S TI P G O5 CAUTION: POTENTIAL UTILITY . CONTRACTOR TO USE " ETHAFOAM
G G G _ PAD AS SEPARATION U1x17E&
- G O CONTRACTOR SHALL MOM AID WASTEHAUL STORM DRAM! PIPE.
® • . • • ' • N •• cn ® »� • _ ® O CONTRACTOR SHALL ABANDON STORNri CATCH BASIN OR MANHOLE Ir PLACE.
• `^ ® I
T 1_
CONTRACTOR SHALL PO?HOL.E TO VERIFY DEPTH AND LOCATION OF EXISTING
o _—. +-. �� O
9 13 9 8 - L WATER LINE, F THE WATER L %17H THE 061 ALLA ICIN OF
9 18 13 18 18 g 18 1 �� THE CATCH ,THE WATER L SHALL BE RELOCJITED PER 7FIE CITY
9 1 z �► �► v
v � �� �. <j> CON SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
i� �' swat WALL, AND/Olt RoaaoRY.
ATE MATH
ss i g°� r, �► �- �► PROPERTY
cr- 1E P OG • `'' O't� 4�' CB-90A z `" 00 I `n �n �' 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALX AND/OR CURB.
� - N AND REMOVE AHD WASTEHAUL CONTRACTOR TO INSTALL
in
O' O'H " 00 c ° co
T-
T- v, CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
�. TYPE 2 48 woo N N 00 "' �n
rn rn N � ° k,'r' STA. Of + II 0 00 + � + 00 +
+
L/) + 0 Q o N 0 � 11 CONTRACTOR SHALL ADJUST EXISTING CITY- -OMNED CATCH BASIN,
o rn 10 +4.2 15.2 RT 1 i z z VALVE BOX. T, T CASE FRAME TO GRADE. UTILITY COMP -
z ,Q cn - X Q II X < m a ANY TO ADAM GAS VALVES AHD /OR TELEPHONE MANHOLES. CONTRACTOR
U w Ln w V) � w U cn w vo U cn TO COORDINATE.
Q CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
SEE DETAIL SHEE75 24 & 27.
6 " W AA T E R N : CB NO. 88 „ z 13 SAMMCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION 70 BE MARKED IN
CB b 89 6„ : 51 L.F. — 12 : CPEP 6 WATER THE FIELD BY TIC WASTEHAUL PAVEMENT AND
6" GAS = ^WATER STORM PIPE S =0.035 w REPLACE DRIVEWAY IN KIND.
= 6" a O 6 "GAS
10 14 CONTRACTOR SHALL NEAT LANE SAMIIC:UT EXISTING SIDEWALK AND OR CURB,
265 : +
. 2� :GAS � WATER � ZOO Z80
250 Q AND REMOVE AND WASTEHAUL CONTRACTOR TO ALL,
......... ..........:...................: :........... :............... :..................:.................._...................:...--........... ...:...................:....... 0.....:...... .. . ...............................
: 6;; GAS Q CEMENT CONCRETE VERTICAL CURB ANA REPLACE SIDEWALK IN KIND.
CB NO. 91: =12. u : �, �, " 15 CONTRACTOR SHALL PROTECT HYDRANT, SIGN, WALL FENCE,
:32 L.F. — 13 CPEP
STORM
PIPE S =17:� 0.085 I J _ AND /OR CONSTRUCTION.
260 : . F. - 1 " P ' 12 .. S S ": 1 I \ \�f \ \i \ \�� \� / \�\ 16 VACANT.
32 L 2 C E 25 L.F. — 12 : CPEP T -RM : / / /�% O
S 0 /
........................... . .. .............. %. /..\... ......................... -..... .
ST`ORIN -PIPE- - S =ii: R; O:Q�B / j\\ \ ��, ......... .
MOM— PIPE � �S =a'$�4 ��.00�� �
CONTRACTOR SHALL REMOVE, PROTECT. AND REINSTALL FENCE.
CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK,
PAVEMENT, AND/OR CURB.
255: : F T : : 255 `�, \�/� \�� ` 187 L,F, 24_ o3a9 270
........................ ............................... .... ............... ... . _ I �/ M PIPE S--0.0
X S ING GROUND L XIS I ING GNOUND �� ` \
: : ELEVATION— ..r. ......:.. :....................... /�,� /�....................:. 4" GPEP....... STOR.... 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT TRANSITION
ELEVATION —
\ \ //. \ SfiORM P P S • 0.02 SECTION MNTH CEMENT CURB END SECTIONS. SEE DETAIL SHEET
P06
SS 24~ 0. 6 : = CONTRACTOR SHALL REMOVE, PROTECT, AM RELOCATE SIGNN.
250 : �' \\ ,/� FOUND IE 253.5 �j� 82 L� p�PE SEWEF
:...................:.......... .........:................... :. l . ��.. :...
LOWERED BELOW .......:................ - .:... S�dR j S AN T ARY Z65 21 CONTRACTOR SHALL FURNISH AND INSTALL MAS11C STOP BAR AND/OR
\ \/ 43 24" STORM / \� j _ ...... :......... I ..� .....:................ Ir X : GROSSWAL K MARKINM
CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER
CITY OF RENTON STANDARD PLAN NO. 005.1
245 : \� �� \ //� GP�p = - 24,5 : /�� : F . � S "0• SS 260 ® CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH
O w► P wER r ............. ........... MINI .........:................... .................
BARK MULCH.
\/ 1� R /� // S A�� t AR SS ®4 CONTRACTOR SHALL FURNISH AMID INSTALL ASPHALT TRANSITION
\ : " SECTION WITH CEMENT CURB END SECTIONS.
is SP��� P 6 "PVC : `�i��\ 6 "PVC EL :LINK ® CONTRACTOR SHALL CONNECT SANITARY SSE SEAR TO 1RlNINC
Z55 PER CITY SPECI:ICATIONNSr
APPX. EL. I1NK ;
Q 2 P .......... EXISTING GR OU N E) @ ...... .... 19 :..... ............................... ............... ............................... AlEM011E SANITARY Si�NE SEAR MANHOLE
SS LOWERED OF NTH STREET N E
BELOW STORM (-FINISHED GRADE : : i ®LOCATION OF EXISTING DRAIN APPROX#MATE. CONTRACTOR SHALL POTHOLE
. RiOHT : �► TO 11ERN•Y LOCATION.
230 SS LOWERED _ 2" 0 L4
.................... .................... _....... ............_.................. .............. ... �...................... ............... :.. ................. ...
BELOW ':STORM . ... . .................:............. .
•
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230 ,
0+00
A!Pip•! •
CO-90, TYPE 2 (48" DI A. )
STA. 8 +94, 15' RT
RIM EL 9.50 254.!1
24" E Ii7 = M."
24" W IE = 2 50 M-49
12" N IE = 49. 24DAn
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CO-90A, TYPE 2 (480 DI A.)
FRAME AND GRATE
- �' 4 C4 F-
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t, 24" E IE = 2 60 25r.r9 N N I ^ N
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ROLL 19,7
12+00 ANNILT SURVEY STAMPED BY
FR a 8�
DENNIS J. PIERCE rum 33147 oRg1. -- s TURFS ON OESM 1tAMS
ON 2M4=
NOTE- PINTS Nam
RNnol v ad For Cleft by City.
Sw Constr. Plans
for n. ighwd Dmig11
9 ow A!�lNO�VAL
ap
ap �� *am
lS� SI/2D/b1
soft
,mv.0 MR 3 2 das
f
0 1" 2"
TWO SVCHES AT FULL SCALE.
IF NOT, SCALE A Y
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