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HomeMy WebLinkAbout00D1612LEGAL DESCRIPTION PARCEL A: THE NORTH 295 FEET OF THE WEST 295 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; EXCEPT THE NORTH 295 FEET OF THE WEST 295 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL No. 092105-9051-00 & 092105-9133-02 BENCHMARK BENCHMARK NUMBER: 32-L LARGE NAIL IN POWER POLE AT WEST FACE OF POWER POLE AT THE EAST SIDE OF 116TH AVE SE IN FRONT OF HOUSE No. 30824 DATUM: CITY OF AUBURN ELEVATION: 401.18 EQUATION: CITY OF AUBURN (UCS & GS) + 3.49= NAVD 88 TABLE OF CONTENTS SHEET NO. 77TLE ENGINEERING 1 OF PLANS 5 COVER SHEET 2 OF 5 UTILITY PLAN 3 OF 5 SE. 308th PLACE WATER AND SEWER PLAN AND PROFILE 4 OF 5 TRACT 'X' AND SEWER EASEMENT PLAN AND PROFILE, AND DETAILS 5 OF 5 WATER EASEMENT PLAN, PROFILE, AND NOTES OWNER*0 SCHNEIDER HOMES, INC. 6510SO UTHCENTER BLVD. TUKWILA PHONE NO 0 WA, 98188 (206) ;?4 8 - 24 71 W SE r-- � 304th ST SE 306th PL J � : SITE S 307t PL SE 308th PL SE 308th PL Li Q SE 310th ST _c Q0 SE 312th ST SE 312th PL VICINITY MAP N.T.S. 1101LA 'HOME011NERS OF LOTS 15, 16, 17, 18, 19. & 20 INCLUSIVE ARE JOINTLY RESPONSIBLE FOR MAINTAINING THE SIDE SEWER. ANY REPAIRS FOR REMOVING OBSTRUCTIONS WITHIN THE LINE IS THE JOINT RESPONSIBILITY OF THE LOTS SERVED BY THE SIDE SEWER.' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CON TRACCON STRU ON RECORDS. BYT? TI TLE/POS11`ION: W '"I CONFIRMED BY CITY DATE: PROJECT REF: FAC 99-0026 �" /9/co 7 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: DATE APPROVED: _c-/ft 10'a GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, 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 ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES 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. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (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 RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL 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 RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN. 2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE. 3. FLAG CLEARING LIMITS FOR ROAD AND UTILITY CONSTRUCTION. 4. INSTALL TEMPORARY SEDIMENT POND & INTERCEPTOR SWALES. 5. CLEAR AND GRADE SITE WITHIN CLEARING LIMITS OF ROAD AND UTILITY CONSTRUCTION. 6. STABILIZE ALL DISTURBED AREAS OUTSIDE OF R.O.W_ 7. INSTALL UTILITIES AND PROVIDE CB PROTECTION. 8. START STREET LIGHT INSTALLATION. 9. FINISH GRADE, PAVE ROADS AND INSTALL SIDEWALK. 10. STABILIZE ALL DISTURBED AREAS. 11. FLUSH STORM DRAINAGE PIPES. 12. UPON SITE STABILIZATION, CONSTRUCT DETENTION POND/WETPOND PER DETAILS. STABILIZE IMMEDIATELY. 13. INSTALL LANDSCAP►NG, 14. CLEAN SITE AND REMOVE REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES UPON SITE STABILIZATION AND UPON APPROVAL FROM A CITY OFFICIAL. Q5 1 j ODU16lL EX. SSMH STA. 44+62.26, 5,85' LT. RIM EL.= 412.19 I.E. CTR. CHANNEL=402.48 10" N & S, 8" E EX. C.B. GR. EL.= 410.33 I.E. 18"(N-S)=395.71 45 00 L yI I c EX. C.B. GR. EL.= 411.41 I.E. 12"(N)=408.78 I.E. 12"(E)=408.64 i 44 0® { AUBURN SCHOOL DISTRICT No. 408 Y RAINIER MIDDLE SCHOOL I ? LEGEND J t ; Ht�l�, EXISTING x-- CATCH BASIN Ci -- -- Q I Q STORM DRAIN MANHOLE I ( 1100 I EX. C.B. 12"SD-{� STORM DRAIN LINE ? 123GR. EL .= 391.36 w/SIZE & FLOW DIR. EX. SDMH I.E. 24 (E) =388.66 STA. 42+70.87, 8.08' LT. r� ,.__- ___l_ ' W WATER LINE RIM EL.= 403.02 ! � t�- wvz WATER VALVE I.E. 18"(W)= 393.06 I.E. 18"(S)=391.72 ` i7*W#52"E I FH CS FIRE HYDRANT EX. SDMH 654.69' STA. 42+71.94, 20.77' LT. I .;' SANITARY SEWER MANHOLE TRACT "B" RIM EL.= 402.73 , - - 4, -- -..... I.E. 18"(N=393.30 J OPEN SPACE - .__ (- _._ _ - _ _ --15' PUBLIC WATE ESMT. I.E. 18"(E�=383.32 3 43 0{ ', i @� 8 SS� w/SIZER& FLOW DIR E 10 PUBLIC UTILITY ESMT. (TYP.) ! _ SSM'H 512-67 j 2� ��� 1Y� PP-Q- POWER POLE F FF�394.0 FIB=3 .5 �`, 39 - _._ FF 391 - h24 'f . ANF_. I ___. ,� 2 _ �" otr TELEPHONE RISER i I ° 5 389. -.. _.. --.._.._ • -1 j 389 ❑ o d., Jr"!_ . i fit=`.; "� F v N 1 _ J 1 >_ - ...... o i 7 23 i l� / WOODEN FENCE -x x- WIRE FENCE N SSM H 51 r�i' I __. _ _ - - - N13 /-Ja-05-WM r _ --- STA. 39.93.75, 20.38' L ;h I' �, SSMH PER 655.59 RIM EL .= 38 .3j TRACT I.E. CTR. CHANNEL=37 .8 KENDALL HEIGHTS 10' N & S, EX. C.. I / GR. EL_= 377.0 I.E. 12"(N�-372.7 LE. 12" S =372.6 �� { �: f_ �. �� �v. �i1. / �# / I / 129 i � to x�O s 39 00 I / / / / RECORD DRAWING CERTIFICATION Fr; TTHEESE DRAWINGS CONFORM TO THE .di_ CTRUCN RECO#20S. / TITLE/POSITION CONFIRMED BY CITY IrL'\iam PROJECT REF: FAC99-0026 3'��/o✓.+Y THESE PLANS ARE "APPROVED" FOR CONFORMANCE fNITH THE CITY OF AU1RN'S ENGINEERING DIVISION REQUIREMENTS. • �� APPROVED BY: II DATE APPROVED: m CATCH BASIN - TYPE I CATCH BASIN - TYPE II • SANITARY SEWER MANHOLE W) IK TAPPING VALVE, a WATER METER At FIRE HYDRANT ►C GATE VALVE, FL x MJ ]IC TEE, MJ x FL r- C 22.5' BEND, MJ 39 MJ FL REDUCER, x - '.AN/TARy MH C ✓3 Typc / -- � � •'r3 sync IL - ...6.5p, t5%GAZrJ--25�l_. I wv .,W,47kR 114Luc: _ _ � fi,1t /�Yv RiltiT ,Aiks WA7,&Z _ S7ag 128 r DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 FAX: (253)333-2206 Z � p ENGNEi�IVD �A�il�i SURVEYING p L incorporcoted EXPIRES 9 JAN 2002 STAMP NOT VAUD UNLESS SMED & DATED J°\ !1 GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. EV. W. MITE I DESCRIPTION APPROVED CLEW SCHWEER HOWS, INC. 6510 SOUTHCENTER BLVD., TUKW ILA, WA. 98188 PHONE No. (206)248-2471 PROXCT HAZELWOOD RIDE UTILITY PLAN DAMW By LM/JCS SCALE 1 " = 30' 97441 ENG SHEET _ 2 APPROWD MI D DATE MAR. 31, 2000 -w 97441 OF _- 5 -_ h.(PM7LI<LA#7441 A947€ 000D\97441ENG.DM'G Q-3�3/5 UOU16lz \A' But Em 390 :m qa6 -- - i E vJIR, : f F' TO BE REM D » xi SMT. , r/ �15'TERBEIC _ I a ; Fy TRACT - -- ____ '-- ----- / { , f I 1 } 8" 22. BEND (MJ) BLOCKING - - SPACE ,� / 1-cONc. OPEN ' 0 _ 43 0 - SSMH 51 7.� ..} 225 M1 31 - - - I27 401. f f � � STA. 0+9�5-98, �5:88- LT. f `; , t-,' ,,,��I, k�•. � , r 93' Gf)= 392 93.Z0 - - - r};` I „' _.._.__., I ..-- -24 - o f _ • , SSH 513 6 I v CAA CA � �� � f AR 1 GRAPHIC S A 39a E+s L i 4+42 T 20 p 10 20 40 ff {NO _ I 27 8 D I I I{ Y}' - 378.4 j N i a ., _ f . i - 375., 4 ��8 1 ! (OUT} _. F- to r M V z 00 N w O -- -- -4 --W 04 N E6 h, J o A (D + O 0 Q co > W 6 + o +I 01 w 0 W O U . m.. V till z `. a I 1-8" 22.51 BEND 1-rnmr Q1 nruip z CONNNECT z1-8" WET TAPPING W/ GATE VALVE o _Q.-. _ _ - _1-1 ""-_- CONC _ BL( Oo o (VERIFY EX. 12 WA' 0 z O o •t DEPTH IN FIELD) 0 Q I U ..J O EX. SDMH STA. 42+70.87, 8.08' L 403.02 1RIM 1=Q I.E. 18" (S) = 391.72 EX. SDMH STA. 42+71.94, 20.77' L RIM = 402.73 I.E. 181 (N) = 393.30 I.E. 18" (E) = 383.32 ._ 4.00 001 O i 0+00 SSMH No. 513-67 L. A. 9+ 5.-884'' LT.y•6:�f Of 9& •9 RIM= 400.93 '77- UTi M CROSSING WORkMTM TABLE ® H2O OVER SS (0 H2O OVER SD H2O I.E.= 390.18 H2O I.E.= 385.54 SS CROWN= 377.90 SD CROWN= 384.77 ® H2O OVER SD ( SD OVER SS H2O I.E.= 389.85 SD I.E.= 384.66 SD CROWN= 383.89 SS CROWN= 379.17 ® SD OVER SS ® H2O OVER SS SD I.E.= 387.93 H2O I.E.= 385.31 SS CROWN= 378.19 SS CROWN= 379.23 J tF 8• A VC SO�'?� 8. � 0 00 0 EXIST. GROUND ELEV. O; (D0 Off; Oj o0 �I O phi 0')i 1 i 1 +00 2+00 NOTES: 1. SIDE SEWERS SHALL BE 6" PVC O 2% MIN. SLOPE (TYP.) UNLESS OTHERWISE SPECIFIED. 2. THE SS PIPE BETWEEN SSMH No. 513-67 AND SSMH No. 513-64; AND SSMH No. 513-64 AND SSMH No, 513-65 SHALL BE SDR21 WITH COR-N-LOC BOOTS MH ADAPTERS. BEDDING FOR THESE RUNS SHALL BE PEA GRAVEL FOR THE FULL WIDTH OF THE TRENCH. SIDE SEWERS SHALL BE OF THE SAME MATERIAL AS THE MAIN AND SHALL BE BEDDED IN THE SAME MANNER AS THE MAIN TO THE P/L. 3. SANITARY SEWER MANHOLES 15' OR DEEPER MUST HAVE A SAFETY PLATFORM INSTALLED MIDWAY IN THE SSMH. SEE DETAIL ON SHEET 4. r- Ln 0 1-8"x8"x6" TEE (MJxrL) 1-6" G.V. FLx J 1-STD. HYD. AS Y. 1-CONC. BLOCK Al, "XING" H2O OVESS H2O I.E.=39 .18 SS CROWN=37�.90 o � O 1 a -- ao x t'7 0 U u Q SSMH No. ail 64 vNo. a Zf7/ Z STA.-F-4@:99, 5 08= LT. r- + RIM= 394.43 ?3 + + i I.E. (IN)= 377.48 V/ I.E. (OUT)= 377.383/ ----1--$" $„ ".--TEE 1-6" G.V. (FLxMJ) 1-CONC. BLOCKING "XING1 H2O OVER SD H2O IjE.=389.85 I SD CROWN=383.89 SD I.E,=387.93 SS CROWN=378.19 ____.-.------- TO SSMH No 513-63 (SEE SH T1 4)------_--- f 7t. �------- _.. I 44-2-1• LF 8" F 0 Ln + + (] O + I 3+00 S.E. 308th PL. PROFILE SCALE: 1" = 20' HORIZ., 1" = 5' VERT. FINISHED GRAIDE EXISTING GRAbE r STA. 4+44-7t, 6.73- LT. • SLf RIMS- 389:� &19o, g,s- j I.E. (IN)= 378.44-88 I.E. (OUT)- 378.,3478 "XING" SD OVER SS r -' j SD I.E.=384.66 j� 1 "XING" H2O OVER] SS SS CROWN=379.17 1 j H2O I.E.=385.31 SS CROWN=379.23 1.E -(©UT)= 379.87-18 17 1-8" TEE (MJxFL) 1-0" G.V. (FLxMJ) 1-QONC. BLOCKING I 1-8" 45° BEND 1-CONC. BLOCKING_ 1-8" MJ CAP a H2O OVER SD UI WA 1 H2O I.E.=385.54 SD CROWN=384.77 c)• EB�o SDR21 O $397G N CO _ N ( � ( N N 00 co + + ± + ± 1 0 1 00 0 j 1 ice; �j N CO; ( co00 � 4+00 5+00 PROJECT REF: FAC99-0026 .,%/pd THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: 12� SJ4 DATE APPROVED: Ott L DALEY-MORROW-POBLETE, INC. ,s lF726 AUBURN AUBURN WASHI GT ON 98002 PHONE: (253)333-2200 FAX: (253)333-2206 o ENGINEERING - SURVEYING ow Q L LAND PLANNING incorporated EXPIRES 9 JAN 2002 STAW NOT VA1.1D UNLESS SiGMM h DATED Qsr'3 -. 36 9` 18 , 19 410 e 390 m Ln _ I I ± SSMH No. 51 j 66 l ,St-7-0, 7 STA. 5i73. 2&6X RT. Z 3 >< I.E. (OUT)= 3 9.-W 'Ye 1 r- ' 6 a 001 6+00 REV. NO. DATE DESCRIPTION APPROVED CLILW SCHNEIDER HOMES, INC. 6510 SOUTHCENTER BLVD., TUKWILA, WA. 98188 PHONE No. (206)248-2471 PROJECT HAZELWOOD RIDGE SE_ 308th PLACE WATER AND SEWER PLAN AND PROFILE ORA*" gy LM /JCS so"' 1" = 20' """o 97441ENG SHEE!_ 3 'w MILD °" E MAR. 31, 2000 'Aw 97441 OF __ 5 040 D 116 12 1\1ROJECT\97441 HAZELWOOD\97441£NG.DWG qq �*01 ?wlxl> j STATIONARY GRATING HINGED DOOR--- 2"x2"x2"x3/8" ALUMINUM TEE WELDED TO STATIONARY GRATING ATTACH (2 PIECES CURVE TO FIT MH) 2"x2"x3/8" ALUMINUM ANGLE TO INSIDE MH WITH (8 EA) 1 /2" 0 EXPANSION ANCHOR BOLTS AND WASHER. UINICIcc HINGED LOCATED @ HALF HEIGHT OF MANHOLE NOTE: SIMILAR SAFETY PLATFORM MAY BE SUBSTITUTED WITH CITY INSPECTOR APPROVAL. MANHOLE STATIONARY & HINGED DOOR: ALUMINUM GRATING- IRVING "X-BAR" GRATING (OR EQUAL) TYPE AA: 1-1/4"x 3/16" BEARING BARS SPACED @ 1-3/16" O.C. W/ CROSS BARS SPACED @ 4" O.C. SAFETY PLATFORM DETAIL N.T.S. c" rTrri CASING PE ;ASING SPACER ry z > 8" SEWER :�j o 16" STEEL CASING CASING SPACERS SHALL BE PLACED AT A MAXIMUM SPACING OF 12' O.C. CASING END SEAL (TYP.) SANI TAR Y SEWER CASING DETAIL N.T.S. UTILITY CROSSING INFORMATION TABLE © SD OVER SS SD I.E.= 376.81 SS CROWN= 375.81 615--j IN) 346/. 70 GRAPHIC SCALE 20 i ;) 40 ( IN FEET ) 1 inch = 20 ft. 4rnn A nn J 31 3 ACCESS ROAD & ROCKER' TO BE INSTALLED UNDE KENDALL HEIGHTS PROJEC 31 SSMH (60" (PER KENDALL HEIG STA. 12+39.55, 20.42 RIM= 372 I.E. (INSIDE DROP) (IN)= 36 I.E. (OUT)= frl3sy.90 (INSIDE DROP SHALL BE OF A PIPE BOWL DESIGN) NOTES: 1. SIDE SEWERS SHALL BE 6" PVC @ 2% MIN. SLOPE (TYP.) UNLESS OTHERWISE SPECIFIED. 2. SANITARY SEWER MANHOLES 15' OR DEEPER MUST HAVE A SAFETY PLATFORM INSTALLED MIDWAY IN THE SSMH. SEE DETAIL THIS SHEET. RECORD DRAWING CERTIFICATION THESE D INGS CONFORM TO THE 0 'S NS CTION RECORDS D" 1 -A - 41 TRACT Y PROFILE SCALE: 1" = 20' HORIZ., 1" = 5' VERT. NOTE: OFF -SITE SEWER TO BE CONSTRUCTED UNDER KENDALL HEIGHTS PROJECT. IF OFF -SITE SEWER HAS NOT BEEN CONCTRUCTED PRIOR TO CONSTRUCTION OF HAZELWOOD RIDGE, THEN SCHNEIDER HOMES, INC. SHALL CONSTRUCT OFF -SITE SEWER PER APPROVED KENDALL HEIGHTS SEWER PLANS. PLANS WILL BE AVAILABLE WITH THE CITY OF AUBURN. PROJECT REF: FAC99-0026 f/yl-pb 7 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: :� S' DATE APPROVED: S/7/fJr7t In 00 TITLE/PbSITION: CONFIRMED BY CITY ATE�ATE: Q S' 1 3 00 01612 t. PRKI:AECf\97441 ft%= 000\97444fNG.DWG Ij � 1 i .._ ► t► 1►� 1��► �� 1 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21.4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42"). 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCH (12"). 4. 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. 5. PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, 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. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBER WASM 1,2,3 AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90-DEGREE BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NOT LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR_ 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. R �.l � ► t1 i iir 1 1 ail 1 � ~ 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 x 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 x 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 x 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. NOTE: CONTACT RANDY THOMAS AT (253) 931-4955 OF AUBURN SCHOOL DISTRICT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. NOTE: AUBURN SCHOOL DISTRICT REQUIRES THE FOLLOWING COND111ONS BE MET IN THE CONSTRUCTION OF IMPROVEMENTS WITHIN THE EASEMENT AREA: 1. A VIDEO TAPE SHALL BE MADE OF THE EXISTING PROPERTY CONDITIONS PRIOR TO CONSTRUCTION. THIS VIDEO TAPE SHALL BE MADE BY THE CITY OF AUBURN OR THE DEVELOPER OF THE IMPROVEMENTS. IF THE VIDEO TAPE IS MADE BY THE DEVELOPER, THE CITY OF AUBURN SHALL REVIEW THE VIDEO PRIOR TO CONSTRUCTIN TO CONFIRM IT FULLY IDENTIFIES ALL EXISTING SITE FEATURES AND CONDITIONS WHERE THE CONSTRUCTION WORK WILL BE PERFORMED. 2. AUBURN SCHOOL DISTRICT PROPERTY SHALL BE FULLY RESTORED TO ITS ORIGINAL CONDITION OR BETTER. 3. CITY OF AUBURN SHALL INSPECT THE CONSTRUCTION WORK ON A DAILY BASIS. 4. AN INIDEPENDENT TESTING AGENCY SHALL BE USED TO CONFIRM TRENCH BACKFILL COMPLIES WITH CITY OF AUBURN COMPACTION STANDARDS. 5. CITY OF AUBURN SHALL INCLUDE A REPRESENTATIVE OF AUBURN SCHOOL DISTRICT DURING FINAL INSPECTION OF THE COMPLETED WORK AND SHALL OBTAIN APPROVAL OF THE SCHOOL DISTRICT REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE OF THE WORK. 6. AUBURN SCHOOL DISTRICT SHALL BE PROVIDED WITH A MINIMUM ONE-YEAR WARRANTY FROM FINAL ACCEPTANCE OF THE WORK BY CITY OF AUBURN TO ENSURE ALL REPAIRS AND RESTORATION WORK DONE ON SCHOOL DISTRICT PROPERTY REMAIN FREE OF DEFICIENCIES, DEFECTS AND FAILURES. 7. LANDSCAPE REPAIR AND RESTORATION WORK SHALL BE PERFORMED BY A LANDSCAPE CONTRACTOR WITH EXPERIENCE PERFORMING WORK OF THIS NATURE. 8. IRRIGATION SYSTEM REPAIR AND RESTORATION WORK SHALL BE PERFORMED BY A CONTRACTOR WITH EXPERIENCE IN WORK OF THIS NATURE. 9. UPON COMPLETION OF IRRIGATION REPAIR AND RESTORATION WORK, THE DEVELOPER, ACCOMPANIED BY CITY OF AUBURN, SHALL DEMONSTRATE TO AUBURN SCHOOL DISTRICT PROPER OPERATION OF THE IRRIGATION SYSTEM IN THE VICINITY WHERE REPAIR AND RESTORATION WORK WAS PERFORMED. 10. ASPHALT REPAIR AND RESTORATION SHALL BE PERFORMED IN A MANNER THAT MATCHES CITY OF AUBURN STANDARDS FOR ASPHALT PAVING ROAD REPAIR AND RESTORATION WORK. 11. PIPING INSTALLED WITHIN THE EASEMENT AREA SHALL BE PLACED AT A DEPTH TO ACCOMODATE FUTURE INSTALLATION OF ASPHALT PARKING FACILITIES. 12. WORK SHALL BE DONE DURING NON -SCHOOL HOURS. 13. WORK SHALL BE DONE IN A MANNER THAT DOES NOT INTERFERE WITH SCHOOL DISTRICT ACTIVITIES. 3g2__\ ao J J W I of ,...:-_.._.._... oz ® m ox Z ,� _n .. C)<,o '�^?-,}`.. r� v �► J OD .�� UL, I s 00 0 b0 z � `ice rTj c� � & \ gy m \\ mc� \�c r.. op c� R I �� o \ e U6 m me t 30+00 RECORD DRAWING CERTIFICATION THESE DWftGS CONFORM TO THE R'S 5TR TION RECORDS. DA& / TiA/Posm CONFIRMED BY Cl ATE: 31 +00 PROJECT REF: FAC99-0026 s'l th s-y THESE PLANS ARE "APPROVED" FOR / CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY: OA"n=4._� -S DATE APPROVED: 0 -8" 45'\.VERTICAL -CONC. DOCKING EX. TO BE TION WATER EASEMENT PROFILE SCALE: 1" = 20' HORIZ., 1" = 5' VERT. 32+ 00 cam, SAWCUT EX. CURB do PVMT REPLACBEORIGINAL ON_\ cOND W, e L 1-8" 45' BEND (M,, - BLOCKING �;� 1.-� ''�, 1-CCT�1C. J 1-8" 22.5' BEND (MJ) 1 1-CONC. BLOCKING n GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 fL 33+00 D RB & PVMT. IGINAL DITION. Al I OOD 1612- +:iPr ,97441 9%2 0000\s744r£NG.DWG