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MA-ILQk'OT I N BALE SANtTARY SEWER EXTENSION
1024 29th St S.E., Auburn, Washington
EXISTING GROUND OVER PIPE CENTERLINE
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STA 0+07.25, 7.5' (RT)
EXIST 8" SANITARY SEWER STUB
IE=119.86, (STA 0+07.25=STA 33+46.5 29TH ST SE)
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CONSTRUCT NEW WATER METER & SERVICES
11i 1 i .R E'I IN ACCORDANCE WITH CITY OF AUBURN
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_ START NEW 8 SANITARY SEWER
T� IE=120.00
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it CONSTRUCT 8"x8"x8" TEE-WYE
IE=120.13; ORIENTATE CLEAN -OUT TO SOUTH
?` (USE WATER VALVE CASING AND CA?, SET AT
GRD ELEV FOR CLEAN -OUT COVER)
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HORIZONTAL 1 "=20'
VERTICAL 1 "=2'
LEGAL DESCRIPTION: Site
King County Tax Parcel # 3021059134; Portions of the Northeast 1/4
Section 30, Township 21 North, Range 5 East, W.M.; King County, WA VICINITY MAP
(not to scale)
LEGEND
CONSTRUCTION SEQUENCE
EXISTING PROPOSED
1. CONTRACTOR SHALL ATTEND THE PRECONSTRUCTION MEETING PRIOR TO SITE WORK. PROPERTY LINE yC N/A
2. EROSION CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONAL PRIOR TO ANY SITE
WORK COMMENCING. RIGHT-OF-WAY N/A
3. THE ONE -CALL UNDERGROUND UTILITY PHONE NUMBER SHALL BE CALLED, AS REQUIRED. (centerline)
4. THE CITY OF AUBURN PUBLIC WORKS DEPARTMENT SHALL BE PHONE PRIOR TO ELEVATION CONTOURS N/A
COMMENCING CONSTRUCTION ACTIVITIES SUCH THAT INSPECTIONS CAN SCHEDULED, AS
REQUIRED PER PERMIT. STRUCTURE N/A
5. CONTRACTOR SHALL COMMENCE WITH SANITARY SEWER LINE WORK FIRST, PRIOR TO
INITIATING WATER SERVICE EXTENSION.
6. ROAD RESTORATION SHALL BE COMPLETED PRIOR TO REMOVAL OF TEMPORARY SANITARY SEWER --
EROSION CONTROL DEVICES, AS REQUIRED PER CITY OF AUBURN PERMIT AND PREVAILING
SANITARY MANHOLE N/A
WEATHER CONDITIONS.
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. CD
2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGUALTIONS OF THE "WASHINGTON STATE DEPARMEMENT OF
TRANSPORATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION,
EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. CD
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS '
AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. LOCATIONS SHOWN FOR EXISTING UTILTIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR
UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW).
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILTIY LOCAITONS (WATER, SANITARY
SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS CD
RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
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FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION.
7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE Q
RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF H
AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED C3 Cf)
BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM.
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rJ 8'x8 x8 TEE-WYE (CLEAN -OUT), CAP END OERGE.'Id �-+--i `LLZ, '� c) Q"im C\2
2" POLY WATER LINE (SPRINKLER) x IE=121.31; ORIENTATE CLEAN -OUT TO SOUTH W Qom, t j Q
(USE WATER VALVE CASING AND CAP, SET AT �' - H c[i
STA 2+84 (AP ROX , 7.5' RT GRD ELEV FOR CLEAN -OUT COVER �� r
8"x8"x6" TEE SIDE SEWER HC) rEi� ) > �� :.,� «,�
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SANITARY SEWER EASEMENT
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_ I -x RELOCATED GAS LINE. GRAVEL ROAD TO BE RESTORED
CONTRACTOR TO COORDINATE TO EQUAL OR BETTER CONDITION
WORK WITH PSE.
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MAP NOTES TF-119. 96 F_.F "1.r_1 vCy
BENCHMARKS:
1. MAP TOPOGRAPHIC INFORMATION BASED UPON FIELD TOPOGRAPHIC MAPPING DATA
FURNISHED BY CENTRE POINTE LAND SURVEYING (PROJECT NO. ) IN DIGITAL FILE FORMAT. 1. ASSUMED ELEVATION OF 500.00 FEET ON A SET HUB
ADJUSTMENT OF-372.50' MADE TO ELEVATIONS FOR COMPATIBILITY TO CITY OF AUBURN DATUM. AND TACK IN THE ALLEY 20+/- SOUTH OF BACK OF
WALK AND 1.5' WEST OF WEST EDGE OF GRAVEL.
2. ADDITIONAL DRAWING BASE AND UTILITY INFORMATION BASED UPON CITY OF AUBURN
STREET IMPROVEMENT PLAN 123, U.A.B. 8-1-105(10) ("A" TO "R"), CONTRACT NO 71-09, 2. SET HUB AND TACK 55'+/- NORTH OF SOUTH
71-STR-2559 DATED 4/30/71. PROPERTY LINE, 17'+/- SOUTHWEST OF TRANS-
FORMER PAD (ELEVATION 499.05 FEET).
MARTINDALE PROJECT
1024 29TH ST S.E.
FINISH FLOOR ELEVATION = 127.00 FT
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STAMP NOT VAUD UNU35 Shim ! DATED
STA 2+07.66, 7.5' RT l ]� p
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8"xWx8" TEE (SIDE SEWER HC) I �.. � Copyright Qc 2001 by Robert G. Bober Jr. - Civil Engineering Consultant. All rights
IE=120.90, STUB 15' RT TO R/W F5 f' =M F reserved. No part of this work may be reproduced or transmitted in any form or by any
` '`"" means, electronic or mechanical, including photocopying and recordin or an
a . - a.. ;+.i, ° � °$� � �`-w *-e a' � :n ,� �•� � a^� � g P PYi g g. y Y
�, b'. 1 .L# � ( 5 , r information storage or retrieval system, except as by be expressly permitted by the 1976
gp � - ) TP Copyright Act or in writing by Robert G. Bober Jr., P.E. - Civil Engineering Consultant.
1 .r .�bCE .r�,¢�11021059108
DATUM:
HORIZONTAL: CITY OF AUBURN
VERTICAL: NAVD 29
Record Drawing Certification
These drawings conform to the Contractor's construction
records.
By: _41-Ae.-&tte:�'644*
Title/position-_ F Oft
Confirmed by City____ Date ---
PROJECT REF: FAC01-0036
These plans are approved for conformance with the City of
Auburn's Engineering Division requirements. L? 1e.Z-01
Approved By: '
,^ A
Date Approved:
Drawing
1
of 1 Drawings
Project Number
010703
Q 1110 010 16 fo