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CLD TJR 6.3.93 TJR 5-24-93 E N G I N E E R S & S U R V E Y 0 R S 100 FRONT STREET SOUTH ISSAQUAN, WASHINGTON 98027 (208) 392 - 0250 CLD TJR 5-20-93 LCP TJR 2-10-93 DESIGNED BY DRAWN BY TJR CHECKED BY WSH D/LCP TJR 01/22/93 By _Fc-HECK DI DATETJR PROJECT FILE #S89P0131 UPE OWNER SHEET WILLIAM GOODWIN AAS/1. IWW SE 25 N ST. MENT. M W31 (2W)852-MN g z PROJECT �q GREEN MEADOWS SOUTH 332 OF - MlALSHEET CONTENT g lt/30/93 WATER/SEWER PROFILES 4bD /2•b6 3 of 4 R u 0 CUL-DE-SAC 01 SCALE HORIZ. 1"=20' VERT. 1'=2' 2I a GREEN MEADOWS SOUTH A PORTION OF THE NE 1/4 OF THE SW 1/4 SECTION 9, T 21 N, R 5 E OF THE W.M. IN KING CO., WA. CUL-DE-SAC 2 SCALE HORIZ. 1"=20' VERT. 1'=2' "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 11-18'Rb APPROVAL I REVISIONS PER CITY OF AUBURN CLD TJR 6-3-93 DATE 4 REVISIONS PER CITY OF AUBURN TJR 5-24-93 9-24-92 3 REVISIONS PER CITY OF AUBURN CLD TJR 5-20-93 2 REVISIONS PER KING CO. REDLINES LCP TJR 2-10-93 JOB NO. 45-003 1 REVISIONS PER CITY OF AUBURN CLD/LCP TJR 01/22/93 N SANITARY SEWER NOTES 1. All workmanship and materials shall conform to the City of Auburn's requirements and specification. 2. Standard Specifications Shall be 1981 APWA as modified by the City of Auburn. 3. A copy of these approved plans shall be on site during construction. 4. Prior to starting construction, the contractor shall call ONE CALL (1-800-424-5555) for utility locations (water, sanitary sewer, gas, power, telephone and television). 5. Locations of existing utilities are approximate. It shall be the contractor's responsibility to determine the true elevations and locations so as to avoid damage or disturbance during construction. 6. Existing pavement surfaces shall be sawcut full depth with straight, uniform edges. All joints between the new and original pavement surfaces shall be pointed with asphalt emulsion (CSS-1). 7. Electric and telephone lines shall be in a trench with a minimum horizontal separation from other utilities (sewer, water, storm) of 5 feet. 8. All construction surveying for extensions of public facilities shall be done under the direction of a licensed land surveyor or a licensed professional civil engineer. 9. During construction, all public streets adjacent to this project shall be kept clean of all material deposits resulting from on -site construction, as directed by the City. 10. Sewer lines shall be laid to the grades and elevations shown on the drawings. 11. Side sewer shall be installed from the city sewer main a minimum 6" in diameter with a 1% minimum slope. 12. Side sewers shall be installed, where required by the engineer, using commercially manufactured tees and shall be plugged with watertight plug. All joints shall be approved rubber gasketed joints. (The location of the side sewers shall be marked at the end of the line inside property by a pressure treated 2x4, four feet long buried in the ground a distance of 3 feet. The lower end shall have a 2x4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 foot shall be pointed traffic yellow and the depth to the side sewer or tee shall be indicated in black paint on the 2x4). In addition, the letter "S", 2 inches high, shall be neatly imprinted in the top of the curb before the concrete hardens to designate the side sewer location . 13. Location of side sewers shown ore approximate only and may be changed as required during construction upon authorization of city. contractor shall notify engineer when exact locations are determined- 14. Contractor shall obtain any necessary side sewer permits from the City of Auburn prior to construction. 15, It shall be the contractor's responsibility to insure that no conflicts occur between sanitary sewer lines and proposed or existing storm lines prior to construction. 16. All connections of SDR 35 PVC pipe to manholes shall be made by using A.C. or GPK manhole adaptors, or approved equal. 17, the maximum laying lengths shall not exceed 12 feet 6 inches for SDR 35 pipe. 18. Bedding for PVC pipe shall be 5/8 inch minus crushed rock, 4 inches under 6 inches minimum over the pipe. 19. All pipe trench backfill material shall be Class "A" Bank Run Gravel modified by the City of Auburn. 6" ADJUST LID TO MATCH FINISHED GRADE. 5• KEEP MANHOLE ACCESS COVER OUT OF CONIC. GUTTER - ROTATE UPPER MANHOLE SECTIONS IF CONIC. NECESSARY SIDEWALK GUTTER NEW PAVEMENT EXIST. PAVEMENT APPROX. EXIST, SAN S°WER MANHOLE A -A NTS PREPARED BY Baima & Holmberg Inc. E N G I N E E R S & S U R V E Y O R S 100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (206) 392 - 0250 DESIGNED BY DRAWN BY CHECKED BY TJR TJR WSH WATER NOTES 1. All workmanship and materials shall conform to the City of Auburn's requirements and specification. 2. Standard Specifications Shall be 1981 APWA as modified by the City of Auburn. 3. A copy of these approved plans shall be on site during construction. 4. Prior to starting construction, the contractor shall call ONE CALL (1-800-424-5555) for utility locations (water, sanitary sewer, gas. power, telephone and television). 5. Locations of existing utilities are approximate. It shall be the contractor's responsibility to determine the true elevation and locations so as to avoid damage or disturbance during construction. 6. Existing pavement surfaces shall be sawcut full depth with straight, uniform edges. All joints between the new and original pavement surfaces shall be painted with asphalt emulsion (CSS-1). 7. Electric and telephone lines shall be in a trench with a minimum horizontal separation from other utilities (sewer, Water, Storm) of 5 feet. 8. All construction surveying for extensions of public facilities shall be done under the direction of a licensed land surveyor or a licensed professional civil engineer. 9- During construction, all public streets adjacent to this project shall be kept clean of all material deposits resulting from on -site construction, as directed by the City. 10. Pipe for watermains shall be ductile iron meeting ANSI Specifications A-21.51 of latest revisions and shall be thickness Class 52. Pipe shall be cement mortor lined, "n accordance with ANSI Specification A-21-4 of latest revision. 11. All watermains shall have a minimum cover of 42 inches. 12. All valves for waterlines shall be resilient wedge gate valves. 13- Joints, except where otherwise required or shown on the drawings, shall be either mechanical bolted type, or push on rubber ring gasket type, conforming to American National Standard A-21.11. 14. Hydrostatic tests on the new pipe line shall be made in accordance with the "Procedure for Water -Pressure Testing Water Lines" and the latest provisions of AWWA C 600, except as modified herein. All equipment necessary to make the test shall be furnished by the contractor, and the contractor shall conduct all tests under the supervision of the engineer. Pressure tests shall be made on all piping and appurtenances installed under this contract, including all connections to existing mains at a minimum test pressure of 200 psi. 15. Disinfection of the new water system shall be required prior to connection to the latest provisions of AWWA C 601. 16. Installation of corporate stops, water services, lines and meters shall be per City of Auburn standard details. 17. Services shall be 3/4" type K copper tubing, City of Auburn to install water meters. 18. Blocking for vertical horizontal bends shall be per City of Auburn Standard details. 19. Fire hydrant assemblies shall conform to City of Auburn standard detail. 20. Contractor shall obtain any necessary water meter permits from the City of Auburn prior to const•uction. 21. All valve boxes in public right-of-way or easements shall be adjusted to final grade after final paving is complete. 22. Ductile iron pipes shall not be deflected more than 4' per joint. FAC0035-92 THESE PLANS ARE "APPROVED" FO� `'-H THE CITY OF AUBURN 7V@4FERI1. REQUIREMENTS APPROVED BY N,�•v.h 5-A DATE APPROVED ��b�93 WILLIAM GOODWIN 110 SE 2"TH ST. KENT. w 9803t (206)852-4664 PROJECT FILE #S89P0131 SHEET GREEN MEADO)NS SOUTH SHEET CONTENT WATER/SEWER PROFILES & NOTES Ii F�l I fi 0 6 t S q3b 1234n * of 4