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ROADWAY & STORM DRAINAGE NOTES
4^ t' .''e, -N O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
DNS BASIN, OR STORM DRAIN MANHOLE.
a-
® a s 5 4 O2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
ur� DRAIN PIPE WITH RNCO ADAPTER.
6
W W W — w 6 W W 6" O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
W 6 — 9 +0 W 10 +00 ` ^. 6 11 +00 4 0 5 12 04 — NEW CATCH BASIN.
W - - -- 5 0 - - - - - __ _ _ 4O CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
S S — S _ END OF EXISTING STORM DRAIN PIPE.
S -_ 12 12 i 2 5 � 12
12 PVC S_ 5 12 3 0 6" STIP 12 S
6" STIP G G G G �5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
�� -S G PAD AS SEPARATION BETWEEN UTILITIES.
CIS 12 G , G - -- G 6O CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE.
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CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
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CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
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WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATI_N 0
9 9 THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
—Z J u — _ ' °F 9 18 13 18 9 13 T8+ 15 9 18 :1:3 9 18 = - 13 9 �� 13 18 % 13 SPECIFICATIONS.
9 �y a:18 ry� 17 23 z �� �,,. O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
ry� ^ yfy 0 ��� J Q LANDSCAPING, BLOCK WALL, AND /OR ROCKERY. COORDINATE WITH
1- t- PROPERTY OWNERS.
!!= gs L > t ,j 010 m �ryry 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB,
G PCNp� o CB -90A z - � I i° N N AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTAL
C•
LO in � � o � = CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
= TYPE 2 48" w w N ^ 00 � M
a°, -d STA. 10 +04, 15' RT a o+ II 00 0+ V) + 00 + 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
+ ((7 + N Z .- t- Z
VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP-
p ao r L ¢ I ¢ L d ¢ ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR
z Q X r W N - m (n w Lo 0 TO COORDINATE.
°UO v~i (n 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
SEE DETAIL SHEETS 24 & 27.
CB NG. 85 SAWCUT CB N0. 88: ( z O THE FIELD XBY THE DENGINEER� WASTEHAUL EXSTINGOPAVEMENTJANDED IN
6 WATER ::.' GB N0. 89-� 6,,. 51 LF, - 12 CPEP 6 "WATER
WATER STORM. PIPE S =0.035
r 6„ Q.I o 6 "GAS . CURB,
I 6 GaS 0 280 14 CONTRACTOR SHALL INEAT LINE SAWCUT EXISTING SIDEWALK AND/OR C B
000
270 GAS WATER a + 27
�. AND REMOVE AND WASTEHAUL CONCRETE. E CONTRACTOR TO INSTALL
KIND.
-:2 - _ CEMENT CONCRETE VERTICAL CURB AND REPLACE PLACE SIDEWALK N K D.
CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
CB NO. 91 Q NEW 12 24 "1 I N 32 LF. " CPEP _ LANDSCAPING DURING CONSTRUCTION.
STORM PIP 0.020 AND /OR
> t 2' SS 25 L.F. 12" CPEP STORM ) . / /..f %i. / /� /�\ O6 VACANT.
32 L.. - 12 CPEP- =0,010 i. / 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
ST'iRM PIPE S= 0.020 STORM PIES / //
AND WASTEHAUL EXISTING SIDEWALK,
PAVE A .
�4� .
18 CONTRACTOR SHALL REMOVE LK
187 LF, -
255 - /.. PIPE S= Q309 270
EXISTING GROUND EXISTING GROUND / - - T . SEE DETAIL SHEET
/ ,�~ :CPEP - STORM - C PAVEMENT, R S L C RN T CE
ELEVATION
ELEVAT40N S 002 O SECTIONCWITH CEMENTUCONCRETE CURB ECTIONS1 CONCRETE _ 27.
_ \
SS- 6 "P�T� opp66 K
20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN.
FOUND IE 253.5 . % g2 LF .p.vt /' , ; :: fARY SE�� 265 21 /
LOWERED TO ORM ' ✓ j - - _EX.•. SACii CROSSWALKRMARKINGS. KNISH AND INSTALL PLASTIC STOP BAR AND/OR
CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER
0 _ CITY OF RENTON STANDARD PLAN N0. 005.1
,091$. , / SS 260 23 CONTRACTOR SHALL FURNISH AND INSTALL 4- INCHES COMPACTED DEPTH
BARK MULCH.
\` \p elf \P EL: LINK
CONTRACTOR SHALL FURNISH AND INSTAL ASPHALT CONCRETE TRANSITION
`i F• �- / ✓ \\ ' N��A S3 SECTION WITH CEMENT CONCRETE CURB END SECTIONS.
\ ✓.: S /// _ F• 2 £ SP 6 "PVC
y c� SS SS EL UNK - 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK
- / 1 _ 6'PVC
6 "PVC 255 PER CITY SPECIFICATIONS.
1r APPX. ' / �;�� EL UNK 26 REMOVE SANITARY SIDE SEWER MANHOLE
�!1 _ �! EXISTING GROUND ®
2 � O
SS OF 7TH 'STREET N.E. 27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE
6 "PVC FINISHED GRADE TO VERIFY LOCATION.
FLOW
EL UNK LINE RIGHT 250
SS
co 6 "PVC
DD APPX 1
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3 w Q 3 Z w d 3 z w ORIGINAL SIGNATURES ON DESIGN PLANS
CB -90, TYPE 2 (48" DIA.) c� Q_ $ 0 w w w o w w w
STA. 8 +94, 15 RT w w 3: (_� a n. 0- o0 0- a 0- RECOMMENDED FOR APPROVAL
a s >> ao U U U v U U U Gary Schtmek D ®. 8/30/01
RIM EL = 249 50 U > > CB -90A, TYPE 2 (48" DIA.) d� By: _
U U Ronald Straka D } 8 /30 /C1
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z FRAME AND GRATE N F- i� d N F- IN * By: Bob Mahn a e: 8/30/
i t
24" E IE = 250.00 �
24" W IE = 249.50 N v STA. 10 +04, 15' RT N i N N i N By: Date, SHEET 5
o w w azzw w
o RIM EL = 266.2± _ Br
12" N IE = 249.50 „) V I I I 24" E IE = 260.60 n o 0 0! i! '`� N n N
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°' � r C1i ro 24" W IE = 260.10 r; aIOO co v; ari N ro ° Ld M � I: 066 � 0 1" 2" OF: 32
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w zz w II II II w °z w II II II TWO INCHES AT FULL SCALE. JOB NO.: 00716
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s 5 m 4i tri w x¢ m Ia la1 w IF NOT, SCALE ACCORDINGLY p
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SCANNED MAR 2 8 2003
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ROLL 178
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