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m00Q o v c W O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
U V) 0 7 W BASIN, OR STORM DRAIN MANHOLE.
_ _ _ �2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
MONROE - AD
AVENUE � — — — — — — — — — --� DRAIN PIPE WITT-I FERNCO ADAPTER.
W? --W O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
- -.
SD ABANDONE---� - �DDW NEW CATCH BASIN.
L - - - 04 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
�_1 D SD ABANDONED 2 STIP D G 2" STIP — " ------ - - - --- - - - - - - -
- END OF EXISTING STORM DRAIN PIPE.
Ljj D — r O5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
(n D D 6�+00 63+00 + PAD AS SEPARATION BETWEEN UTILITIES.
D 61+00 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE.
GO D 2
60+00 —
=1= -_ _-- --- CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
---u --- — ------ _.
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— - - O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
-_ -- ------
WATER LINE. IF THE WATER LINE CONFLICTS NTH THE INSTALLATION OF
I W �' W <— , THE WATER LINE SHALL BE RELOCATED PER THE CITY
_ \\\ Vi THE CATCH BASIN
• ---- W' \ \ \ - -- — .
- -- W-------- --_ —
SPECIFICATIONS.
— — — — z O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
~ K WALL, AND/OR ROCKERY 0 � _ - _ ,\\ a __ ❑� � — — — — � — — — — — — — � LANDSCAPING, BLOC D COORDINATE WITH
PROPERTY OWNERS.
W CONTRACTOR SHALL NEAT SAWCUT —
Z V 10 AND REMOVE AND WASTEHAUL CONCRETE. EXISTINGCONTRAICTOR O AND/OR CURB,
CURB,
J CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
V z � � VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP-
0 w ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR
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y 0 TO COORDINATE.
wrl-
a + 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
w a o a N 0 SEE DETAIL SHEETS 24 & 27.
0 v � o 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN
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+ II Lo THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND
J � REPLACE DRIVEWAY IN KIND.
Q II 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
x ~ W AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
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CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND.
EXIST. CB :EXIST. CB : 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
STA. 61+80, 21' RT :STA. 61+84,:21' LT AND/OR LANDSCAPING DURING CONSTRUCTION.
RIM EL 398.62. :RIM EE=398.:67
8"W IE395.97: :12"E IE396:76 16 VACANT.
405 17 CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
395
AND WASTEHAUL EXISTING SIDEWALK, 1 S CONTRACTOR SHALL REMOVE
26 LF — 8"PVC < 14 LF — 12"DI PAVEMENT, AND/OR CURB.
S=0.033 S=U'0a1 0.061 EXISTING GROUND �
GAS ELEVATION 400 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION
400 \ SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET
- ............................................................:
.................................................... .......... .....................:...................:.......................................................:...................:...........................................................:...............
27
7'7,/:'T- 7 �� \ \ \ = 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN.
CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR
395 oc APPXRY CONDUITS _ O : 395 CROSSWALK MARKINGS.
................ ... ............... ....... ........................................................................................................ ............. .............. ........................................................... ... ........ ............
O CONTRACTOR SHALL FURNISH AND INSTALL CU
RB RAMP ALTERNATE PER
168 L.F.: - 18" CPEP STORM PIPE S=0.008 CITY OF RENTON STANDARD PLAN N0. 005.1
81 LF - 18" CPEP STORM PIPE 133 L.F. - 18" CPEP STORM PIPE S=0.008 O HALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH
- - -- - BARK MULCH
S=0.008 -- - - -
390 _ - -- - - - - - CONCRETE TRANSITION
.................. ..........._�.:...................................... . __.......�._ _. � .-_—............... ...... 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CO
---
--- X. 8" SANITARY SEWER LJ SECTION NTH CEMENT CONCRETE CURB END SECTIONS.
-- - - -- CT SANITARY SIDE SEWER TO EXISTING TRUNK
- - - -- - 25 CONTRACTOR SHALL CONNECT
PER CITY SPECIFICATIONS.
3$5 385
26 REMOVE SANITARY SIDE SEWER MANHOLE
........... .......
26 . LF.. -...18 ... GPEP � �STO�R�M P�I�E� � S=O: .................:. - .... _ .... - . _ ............................ .
27 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE
TO VERIFY LOCATION.
375 __ ___.. __.... I ... 375
370
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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 Sohimek
Date: 8/30/01
By-
Ronald Straka
D a t e: 8/30/01
By:
Bob Mahn
D a t e : 8/30/01
By:
Date:
0 1" 2"
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
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SHEET: 19
OF: 32
JOB NO.: 00716
DWG: PLAN16
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