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CONSTRUC7/ON
N FOR SANITARY sc R R R ANO RI —JO AND Rl —Tf•
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Project
Civil Engineering
Land
1. THE CONTRACTOR AND HlS ENGNEERSHALL PRONDE A FULL PLAN.ANO OPERATIONAL
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Lend Use
Landscape
Site
11814 115W dve. N6
7701 426.RIA44B
Toll Ftee 850.45&9155
Planning
Architecture
Design
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METHODOLOGY SHOWING THE REROUTING OF THE EXISTING 24' FAGDTY, INCLUDING PUMP
SlZ/NG AND TYPf.
2.
THE PLANS (REFERENCED /N NOTE 1 ABOVE) SHOULD BE BASED ON NOTES 3 THROUGH 14
aF Tws corasTRUCnDN SEOt/ENCE.
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3.
CONSTRUCT THE NEW SEWER FROM 5' NORTHWEST OF ER! -10 . ?NEW MANHOLE SSMH 1.
4.
CONSTRUCT THE NEW SEWER FROM NEW MANHOLE SSMH 1 TO 5' OUTSIDE OF MANHOLE ER / -71.
5.
EXCAVATE SUFF7GENT AREA AROUND MANHOLES £RI -f0 AND ERl -71 TO ALLOW FOR THE
SEWER CONNEC710NS TO BE MADE.
6.
INSTALL A PUMP WITHIN MANHOLE ERI -12 OF SUfTICIENT CAPAC /7?' 70 PUMP THE PEAK FLOW
IN THE MAIN SEWER DURING THE NEW SEWER CONNECTION.
7.
INSTALL A TEMPORARY PLUG IN THE 24 "INLET INTO MANHOLE ERl -11 AND OPERATE THE
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NOTE.• ALL EX/S77NG TOPOGRAPHY
PUMP TO BYPASS THE SEWER FLOW INTO MANHOLE ER/ -9.
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8.
REMOVE THE EXISTING 24' SEWER BETWEaV ER / -10 AND ER / -11.
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9.
CREATE OPENINGS 7N MANHOLES ERI-1G AND ER,' -il 7O ACCOMMODATE THE NEW SEWER
CONNECTONS
AND RINGEL AND ASSOCIATES
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70.
MODIFY TH£ FLOW CHANNELS W17HlN MANHOLES ERI -10 AND £R / -11 TO ALIGN W1TH
THE NEW SEWER CONNECRONS
11.
INSTALL THE NEW SEWER CONNECTIONS INTO MANHOLES ERl -70 AND ER / -1f.
NOTE.• ALL EX /STING SSMH /NFORMAT /ON
12
PATCH MANHOLES ERI -10 AND ER! -11 AND ENSURE A WATERTIGHT JOINT AT EACH
SHOWN WAS PROI/IDED BY RINGEL AND
NEW CONNECTION.
13
REMOVE THE TEMPORARY PLUG //V MANHOLE ER / -11.
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14.
REMOVE THE PUMPING SYSTEM IN MANHHOLE ERI -12.
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HORIZONTAL DATUM: NAD 1983/1997
FINAL UN
BASIS OF BEARINGS HELD BEARING OF N01 (75'10 E' BETWEEN THE
IWN. 23N., RGE. Sf., W.M., (CITY
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NOTE.• SANITARY SEWER MAINS THAT
HA l/E MORE THAN 15' OF COVER SHALL'
BE EITHER C900, C905 ''OR Da PIPE.
S SEC. 16, TWP. 23 N., RGE. 5 E.,
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DONALD .I H/IL,.PE
PR016Cf YANAG6R
91PAOLEY T. f7PEE1IM; PLS
PROD3CT SOHVHYOR
MIL]/AM .A COCGIN. PE
PROI&CT RNGIIiBBR
JEFFREY L. CLW, ASLA
PR0J8CT LANDHCAPR ARCHITECT
DATE: JANUARY 19, 2001
SCALE: HOID8.: 1' =40' Yffi'.:1 a4'
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�Z 1CK D Checked for Compliance to City Standards �/i /�
�IQ��oY � /�Ir� / l STdYC' NOT 4ALID #
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SCANNED FEB 15 2002 � � • � —'�o S/z C (� , �'- �U °- �` °+'� SCANNED JUL 2 7 2001
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Project
Civil Engineering
Land
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Management
Surveying
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Lend Use
Landscape
Site
11814 115W dve. N6
7701 426.RIA44B
Toll Ftee 850.45&9155
Planning
Architecture
Design
Hirlc1m41fE Y6W4 -80E9
Pax 4HSAEIS451
�xrtMde®nemm
SCALE: 1" = 40'
p� 1,.
0 20 40 80
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2
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NOTE.• ALL EX/S77NG TOPOGRAPHY
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PROI/IDED BY M.A. SEGALE, INC.
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AND RINGEL AND ASSOCIATES
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NOTE.• ALL EX /STING SSMH /NFORMAT /ON
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SHOWN WAS PROI/IDED BY RINGEL AND
ASSOC /A TES
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HORIZONTAL DATUM: NAD 1983/1997
BASIS OF BEARINGS HELD BEARING OF N01 (75'10 E' BETWEEN THE
IWN. 23N., RGE. Sf., W.M., (CITY
(�
NORTHWEST CORNER OF SECTION 16,
OF RENRJN: MOH. j612) AND THE WEST WARIER CORNER MONUMENT
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OF SAID SECTION '16. THE BEARING IS DERIVED FROM STALE PLANE
COORDINATES FOUND IN THE CITY OFRENTON SURVEY CONTROL
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NETWORK ANDCORR080RA7ED BYVARIOUS RECORD. OF SURVEYS IN
THE IMMEDIATE AREA
VERTICAL DATUM: NAVD 1988
BENCHMARKS
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ORIGINARNG BENCHMARK.• C/TY OF RENTON MONUMENT }872 -TOP
OF MONUMENT IN CASE. ELEVATION 260.068.'
BENCHMARK /1 - '.Y' IN SIDEWALK AT SE. QUADRANT OF
INTERSECTION OF N.E. 3RD ST. AND EDMONOS AVE. N.E. ELEVATION
272.48.'
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BENCHMARK {2 -TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SECTION 16, 7WN. 23N.. RGE. SE., W.M. ELEVATION 31280.'
BE/JCHMARK {3 -TOP OF 1 -7/4' REBAR AT THE NORTHWEST SIDE
OF A SET OF 6 POWER POLES BETWEEN 7W0 (2) RETENTION/
p B
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SECTION 16. ELEVATION 259.77'
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DONALD .I H/IL,.PE
PR016Cf YANAG6R
91PAOLEY T. f7PEE1IM; PLS
PROD3CT SOHVHYOR
MIL]/AM .A COCGIN. PE
PROI&CT RNGIIiBBR
JEFFREY L. CLW, ASLA
PR0J8CT LANDHCAPR ARCHITECT
DATE: JANUARY 19, 2001
SCALE: HOID8.: 1' =40' Yffi'.:1 a4'
FPM �o
."Q °� y'M
3 e �.
�O 8128 W
SJONALaE�G�•c
�Z 1CK D Checked for Compliance to City Standards �/i /�
�IQ��oY � /�Ir� / l STdYC' NOT 4ALID #
S� � � �"�'� � /��• ,� � DNI,�s scNHD AND neTaD �9
� r � ��ig��'fri 11G -'y�S�`- g
IOH NU11BHi OO —OZZ �g
236 3
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EAPIRES 9/Il j O,'S
®2DOt TRIAD ASSOCIATES � U A 0 0 1
SCANNED FEB 15 2002 � � • � —'�o S/z C (� , �'- �U °- �` °+'� SCANNED JUL 2 7 2001
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