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HomeMy WebLinkAboutWTR2702940.1F__ Ln 0 Y Z 0 Q 2 LL - r 0 LL WZ � rW m Z0 O rn Q w In Z Ln N W`� W z z Xs W a V7 Q a 4.1 a w Q U ~� L 1T s= c rn c � C VI!Ar4o c A, G Q � � � w o zz � J. Q ' o �Q O 0 r 1 ID w Z U w 0 Z 0 o Y V � a w O K Q a_ EL s a_ s a_ Q �p �l\ice I W �! `rn �- m 1 0I0 W Z E�j a-, oo cr_ Lac w k- w w' J 00 o CD Ljj Lf)f) [cUyjw) Q of o 1n=20' 0 10 20 40 v\U\'\w0m\\\A WATER AND SEWER EXTENSION PLAN A PORTION OF THE SE 1/4 OF SECTION 5, TWP. 23 N., RGE. 5 E., W.M. AS-BUIL T i I I 1€ 4 it I4 1 �f I :- \. �r EX. -I`Y D ii 1) ; DTI_. L- I l i H i i Iv /lD 6 )` EX. SS W if l Ij' t� o LOT1 o �co M I W Q I , v N `- Q b 11-1/2' x 17-1/2' CONCRETE METER BOX WITH 3/16' STEEL DIAMOND PLATE COVER EQUAL TO FOG TITE METER SEAL CO, ID METER BOX, - A EX. 20' EASEMENT FOR INGRESS, EGRESS AND UTILITIES REC #20010302001387 E.X. CYCL 6" SEWER -.lco.----r. EX220" WIDE 1F�8:66� (CAP FOR FUTURE CONNECTION BY OTHERS) ff t1 ST(JB C. 0. / C) oM 3 - -- --- -------- ----------I EX. EASEMENT FOR ' �........ _... , - ... __.._ -_G.._. ,, ...�.. -N INGRESS, EGRESS (304 SF,) REC #20010302001387 I 0 O V) 1 I I J I LOT 2 $xi r MIN. FF ELEV.=291.00 I F 1 •(�i: :--t--------------------- rf V N 89'54' 07'W ,4 1.50.00' EX. LYLG_": E / 1f r i I T",' `1 i WATER AND SEWER DATA TABLE: 1D CONNECT WATER SERVICE LINE TO EX. MAIN PER DETAIL THIS SHEET (TYP. OF 2 LOCATIONS) CONTRACTOR SHALL FIELD VERIFY, HORIZONTAL AND VERTICAL LOCATION OF EX. WATER LINE PRIOR TO CONSTRUCTION. 2OCONNECT TO EX. 6" SIDE SEWER PER CITY STDS. (TYP. OF 3 LOCATIONS) ASSUMED IE=287.00 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EX. STUBS, IF ASSUMED IE IS HIGHER THAN SHOWN OR HORIZONTAL CONFILICT EXISTS, CONTACT ENGINNER IMMEDIATLY TO RESOLVE. O CLEAN OUT RIM=293.Of IE=288.30 ® WATER SERVICE LINE PER CITY STDS. ® 6" C900 SIDE SEWER AT 1 % MIN. SLOPE w IN UNIMPROVED RIGHT OF WAY w INSTALL METER BOX AT PROPERTY LINE. ly 0 0 a SIDEWALK a WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING 22-1/2 o r FORD COPPERSETTER VH 172-15W (FOR 5/8' x 3/4' METER) VH 174-15W (FOR 1' METER) CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. DUCTILE IRON ZLOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN T❑ PROVIDE ON OUTLET. SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. LINE TO METER. CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE THREAD (CC), PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL (1' 71000) FORD C14-33 OR 44 J FIDT x COMPRESSION COUPLING /JJ 22-1/2° 3/4' OR 1' GALVANIZED PLUG I FOR SERVICE FROM EXISTING STEEL 3/4" & 1' WATER SERVICE ASBESTOS CEMENT ❑R PVC WATER MAINS INSTALL DOUBLE STRAP SERVICE CLAMP EQUAL TO MUELLER CO, p ADOPTED CITY OF RENTON .. Standard plans -� IST DATE: 12/15/91 DWG, NAME: BR41 SP PAGE:B106 12' MIN 3' MIN COVER 8 ::CL+AR © CLEAN OUT 12 CLEAN OUT RIM=295.0f RIM=295.5f IE=287.0t IE=287.0f 0CLEAN OUT RIM=294.9f 13 CLEAN OUT IE=287.37 RIM=294.9f IE=287.05 ® INSTALL SINGLE SERVICE WATER METER PER DETAIL 14 6" PVC SIDE SEWER @ 2% MIN. SLOPE THIS SHEET 0 CLEAN OUT RIM=292.48 IE=288.17 10 PROVIDE TRANSITION COUPLING FROM C900 TO PUC-SDR35 (TYP. OF 2 LOCATIONS) 11 CLEAN OUT RIM=292.16 IE=288.10 RAISE-1/2" WIDE BORDER 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 1/21, 12" 0 FIBER PACKII 45' (1/8) WATER UTILITY - GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE `,VSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED °S NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C11O/A21.10-82. `^_,,IENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85, IF F711INGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21 5T7 84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C11O/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE 'WNITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0-RING SFUFF1NG BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMINc TO AWWA C-504-80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2/ 1;'2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7-INCH, 60 DEGREES V. THREADS, O.D. I READ 4.875 AND ROOT DIAMETER 4.6263, 1 1/4-INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINI,MUIa OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR, 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL .2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON_ 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORI i E SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECONSTRUCTION CONFERENCE, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. CONCRETE CLASS 3000 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN -OUT µ I- IN SAME MANNER AS MAIN SEWER JOINTS, \ p.DOPTED CITY OF RENTON .. Standard plans -� IST DATE:12/15/91 DATE REVISION BY APPR DWG. NAME: BW18B SP PAGE: B076 P. OR �F�lft P 275 Fs F� S T E.��` EXPIRES 6-10-03 DEVELOPER: MARC ROUSSO 64 RAINER AVE. S., SUITE F RENTON, WA 98055 PHONE: (206) 948-8899 ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL. BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE ":ONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUC7ON. 6. CONTRACTOR IS SO' '7_LY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF _ CONSTRUCTIO. a AND FOR THE SAFETY OF WORKERS AND rT'•I._eS ON THE CONSTPI , TION S ITF. I. ! o SHALL BE THE RESPONSIBILITY OF THE r7` ; ( ACTOR TO OBTAIN STREET USE; AND ANY OTHER RELATED PERMITS PRIOR TO .ANY CONSTRUCTION. 8. PLANS APPROVED -,i HE CITY OF RENTON, PUBLIC WORKS DES `,ARTMENl SHALL TAKE PRECEDENCE ,'; ER ALL OTHER PLANS. t 1 a 9. A OF THESE APPROVED PLANS MUST BE r`N THE JOB SITE WHENEVER CONSTRUCTION IN PROGRESS, 10. THE CONTRACTOR SHALL PPO\!!DE THE CITY OF RENTON WITH AN Ar ':JILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED ANi, "�NED BY A LICENSED PROFESSIONAL _NGINEER OR LICENSED PROFESSIONAL SURVLt`OR. 11. BACKF!'..L SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WI LOOSE RAGE DEPTH OF 6 INCHES, MAXIMUM DFF;H OF 8 INCHES, THOROUGHLY T-MPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON! EACH SIDE OF THE PIPE OR TO THE ` IDF OF THE TRENCH. MATERIALS TO COMP'_ETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT F•3AD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWa" SHALL,, 91- BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. C`�S INTO T EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS ' INE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL A,,ND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITH!P1 10 DAYS AND � SHALL BE PER CITY OF RENTON CURRENT STANDARDS. cc 13. DATUM SHAI,L UE CITY OF RENTON, U.S.C. AND G.S 14. ALL F�STURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STAB! '_0 TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE ERCSiON AFTER THE QD COMPLETION OF CONSTRUCTION. r\ 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD Do SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL >AS WELL N AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE ' UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE L PIPE. = 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. T 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAV11\I171 v; SPECIAL NOTES: Ci 1. CONTRACTOR SHALL FIELD LOCATE EX. SEPTIC TANK AND DRAINFIELD, AND REMOVE OR ABANDON PER CITY STDS. 294 00 1 0 s - 2 9fjoe4dN I co 00 v c c a> / 0 / RECOMMENDED FOR APPROVAL By: Dater By: - Date: I., By: Date By: Date CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WATER AND SEWER Q� Z EXTENSION PLAN ROUSSO SHORT PLAT O = DESIGNED DID DATE 7/23/01 FILE NO, S co,DRAWN DD - -- ENGsN���CHECKED HPG SCALE 1"=20' FIELD BOOK PAGE_ APPROVED - -- SHEET C4 OF 4 DIRE�.i OK OF PUBLIC ',.0RKS fe 0m / _'� Y� Gam« ' SA IN N 8 1 00 Lo