Loading...
HomeMy WebLinkAboutzS-3906Setc0 0 a� 1 O I W TO co \I 1 N rev 7' I ,B T NOT TO .SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR :JOINT(S} (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR. APPROVED EQUAL. LADDER-f OL:YPROPYLENE SHALL. BE ATTACHED TO MANHOLE MAX: PIPE SIZE :- "E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. IA, "D, ,C, 'D' ,E, 4e MH 4.8" f;" MIN. 5"MIN 24" MIN,. 54" MH 54 1 8" MIN. 5.5" MIN. 24" MIN, 24" I.D. SO" MH 60" 1 8" MIN. 6" MIN, 42" MIN., 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 24 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS AREANSTALLEDw 3. CASTING SHALL BE PER STD. PLAN 401. S 4. MANHOLE SECTIONS TO 8E OF REINFORCED PRECAST CONCRETE. .5i .ALL JOINTS BETWEEN THE CONE,. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED: 7: SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC--AROSH18W OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8; RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS;: MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A :MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE: IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS . PLAN 4004 DEPARTMENT S"i" SANITARY HOLE cp SEPTEMBER 2011 tt tf)alEil'�CE�1'%rt�i;` c tr is T'd rla . it ltaa A . l Tea ��i�T��,�T:��),I��I. Ip T1110 a S1'b, PIAN :aop tit O.D. limits of pipe O.D. L w(see rote 4) �I 3' max. T m compaction r I limit of pipe zone bedding 1' - 0° material b for flexible _ pipe (see note 6) 0.16 O.D. min. m O.D. limits of pipe Q compaction 0.65 O.D. min. foundation level gravel bail _- --'-®' gravel backfiil for - for pipe bedding foundations when specified - - • A = 4' min. Zr I.D. and under 6° min., over 2T I.D. A. Metal and Concrete Pipe Bedding for Flexible Pipes s an span Tmi span 3' max max Flexible Pipe NOTES: .-g° 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max: density; directly N over pipe, hand tamp only. 0.15 ttae min. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA limits of pipe specifications for trench width "W" and trenching compai �0.65 rise min. options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 I I.D. =18". 9 revel bacMll gravel baddll for 5. Trench backFlll shall conform to "BackFllling Sewer for pipe bedding foundations when 5paoieea Trenches" In the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than V per foot of pipe diameter B. Pipe - Arch installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates ndard specifications section of the WSDOT/APWA standard for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. 0. D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3; at which point T shall be used. ' 1'-0" for diameters 12" through 42" and spans through 50". 2'-0' for diameters greater than 42" and spans greater than 50". Backfili material placed in 0.6 loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. disc. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 1 48" �zY O *�+ PUBLIC WORKS PIP PI STD" P- 220.00 DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 3" 6" HOT MIX ASPHALT, CLASS # INCH FRAME AND VANED GRATE nfi � '�• 6" OR 12' ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION A/ #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACh ..,.. PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12„ PLAIN CONCRETE ALL METAL PIPE 15, CPSSP* 12" (STD. SPEC. M5.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable altematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout di r shall not be greater than 20". Knockouts shall diameter e a have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" a minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 4�y o STD. P - 200.00 PUBLIC WORKS BASINP I �NTo� DEPARTMENT MARCH 2O08 �- 95% COMPACTED, 1 1 /4" CRUSHED SURFACING BASE COURSE, WSDOT I�IIII�IIIII�IIIII�IIIII�IIIII�II_II 9-03.9(3) OTE 95% COMPACTED SUBGRADE 1. DEPTHS ARE COMPACTED THICKNESS. DRIVE AISLE SECT90N NI°S. 2„ 4" a m1amp. 's HOT MIX ASPHALT, CLASS INCH 95% COMPACTED, 1 1/4" _ CRUSHED SURFACING BASE COURSE, WSDOT I�IIIIIIIIII�IIIII�IIIII�IIIII�IIII 9_03.9(3) NOTE 95% COMPACTED SUBGRADE 1. DEPTHS ARE COMPACTED THICKNESS. I S TION N.T.S. Mill 6" FLEXIBLE PERFORATED TO INFILTRATIO TRENCH PLAN VIEW SUMP WITH SOLID LID ROOF DRAIN OVERFLOW WYE SPLASH BLOCK FROP TEE TO INFILTRATION 1' MIN TRENCH 1' MIN. SUMP FINE MESH SCREEN 15' MIN.Wi TYPE 1 CB SUMP WITH SOLID LID SEDIMENT CONTROL STRUCTURE N TS 1 ? I A 5' R 5' R 0.50' TOP OF D 0.50' I WALL ELEV. i OQ p� HEIGHT VARIES VARIES I SEE SHEET C4. -_ II o ' 2.091DEL U1 a 2.07.TYP. I I I /..................................... i................................:.....::::.::::.::..: I .::.:::::..,:::..:.::::::::::::::.:-:- ..................................................................... .::.:..:.:....:::......:...:....................................:.........................................:::::::::: ::... II_ . ...... ...................:..................... - - -III-III II II II /����//����� _ - - - - -III-III-III-III III - - II-�- I I=1 I I=1 I I-1 I I=1 11= I I III I I /�\//��//�✓� CONCRETE CEMENT =� 4 CONCRETE CEMENT 2" CSTC a. l�l 2" CSTC / TOP OF WALL ELEV. =1 I - = BOTTOM OF WALL ELEV, BOTTOM OF WALL ELEV. I WALL NOTES: HEIGHT VARIES, SEE SHEET C4. 1) THE WALLS SHOWN ARE FOR GRADING PURPOSES ONLY. WALLS OVER 4-FEET REQUIRE I I A BUILDING PERMIT. I FILL I CUT 2) WALLS OVER 2.5 FEET MUST PROVIDE A RAILING OR FENCE. 3) RETAINING WALLS ARE LIMITED TO 6-FEET IN HEIGHT. GENERAL CONCRETE 'WALKWUY [PRIVATE] 3 N.T.S. COVER VARIES (1.00' MIN.) FINISHED GRADE ELEV. 196.00 ASBUILT RECORD NOTE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. WASHED DRAIN ROCK 48LF 6" PERFORATED 1.5"0 TO 0"75"0 ADS N-12 PIPE ® 0.00% WRAPPED IN GEOTEXTILE I FILTRATION T CH SECT[ FABRIC. NTS 1. CONTRACTOR SHALL EMPLOY REASONABLE MEANS TO AVOID COMPACTION OF THE INFILTRATION SURFACE, SUCH AS THE USE OF LIGHT TRUCKED EQUIPMENT, DRAGLINES, TRACK HOES, ETC. THE INFILTRATION AREA SHALL BE FLAGGED OR MARKED WHEN IT HAS BEEN EXCAVATED TO A DEPTH OF 4 FEET FROM THE FLOOR OF THE INFILTRATION FACILITY TO KEEP HEAVY EQUIPMENT AND RUBBER TIRED VEHICLES FROM ENTERING THE AREA. 2. AFTER EXCAVATION OF THE INFILTRATION GALLERY TO FINAL DEPTH, CONTRACTOR SHALL COORDINATE' WITH THE'ENGINEER TO ARRANGE FOR INFILTRATION TESTING. SUFFICIENT TIME SHALL BE ALLOWED FOR TESTING AND POSSIBLE REVISIONS TO THE GALLERY CON FIGURA11ON RESULTING THEREFROM. 3. THE TYPE OF FLOW CONTROL BMP IS LIMITED INFILTRATION. 12' 48LF 6" PERFORATED -� ADS N-12 PIPE ® 0.00% I ILT IO CTI WRAPPED IN GEOTEXTILE FABRIC. NTS CAP END ON PIPE S-390602 R-390607 cD TO (3) I O I r) W O CM I CV I rr TO (3) y t. J N In WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-SM-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALLBE95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH Cull OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPAR TMENTS RTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. . P - 300.0 ID PUBLIC WORKSDEPARTMENT MARCH 2O10 INSIDE HOUSE PREFERRED CONFIGURATION 5 co_T 3 10 8 10 4 2 FLOW OUTSIDE FOUNDATION 5 6 9 5 SAWDUST FILL 24" MIN. 6" 2 10 3 10 8 10 4 2 FLOW FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85- 33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD, BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) I EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION PUBI.AC WOI.KS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING STD. P - 340>5 DEPARTMENT VALVE ASSEMBLY( ` r1 MARC[• �,.1 J MONTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG i .„ WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE an. PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) JI IN UNIMPROVED RIGHT OF J WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w 9" MIN ( SIDEWALK 0 12" MAX 0-a ftf FINISH GRADE Z ¢ Ir TOUCHREAD WATER o METER TO BE 12" zx SUPPLIED BY THE � - 36" MIN COVER N CITY > TYPE "K" SOFT = o 22-1 /2' COPPER TUBING N n " NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8'0/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQ044, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE T 2-1/2" MIN. FROM NEAREST ANDFRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. r Y PUBLIC WORKS 3/4" AND 1" WATER SERVILE STD. P - 520.1 DEPARTMENT a a ti0VliM13E1t 2000 SEDDINI3 MATERIAL FOR SANITARY SEWER PIPE ,(SEE NOTE 5) FOUNDATION LEVEL KDOING FOR SANITARY SEWER as NOTES ; 1. PROVIDE UNIFORM SUPPORT UNDER SARRREL" 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 9SX MA)L DENSITY EXCEPT DIREGTI:Y OVER PIPE. HANQI TAMP ONLY., 4 Pi 1P� - ,N�TALt�TION ;SFIALL 8E PER SECTION � DS .0F THE STANDARD SWICIF CAMONS.. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03190.) OF THE STANDARD SPECIFiCA-vo i.S OR P .GRAIL. % PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE: FI-OW UNE IS MAINTAIMED. 7 TREhiCH IMDTH flAtl, BE PER SECTION 2 09:4 OF THE STA, NQ iNI} Sf'ECIFIGAWNS. . " •PIPE BEDDING yf�c. ' SANITARY aiSEWERS F I-" L /-\ IN TO CITY METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1- ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA 's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL T T INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4- DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 'r' 74" TO 2" DOUBLE CHECK VALUE STD. PI N - 340.8 ` PUBLIC WORKS DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2O10 C -ST IRON RING AND COVER BOLT DETAIL 46• Ala) SM- A'W (1 /B) +BEND . PIPE MATERIAL As SPECIFIED I B',.THE B&EER 1. 8" AND B." CLEAN -OUT P3140S AND COVERS ON SEWER MAINS SHALL BE. EAST JORDAN IRON-WOOKS, Md. No,. 3098 (PRODUCT 90, :00309903) 09 APPROVED EQUAL..CLEAN OUT SHALL 8E A WAITER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS. POUR AVif THICK 2!� W SQUARE CONCREW. a -ASS 30Q0. PAOAROUND THE RING :AND COVER. ; . ........... I.N't . ... .. :. L s i UrY OF RENTON CALL48 HOURS®SPAR-rMEN7 T17 ci T 4- ®F I=UB lC W®RKS CV" - cu BEFORE YOU DIG co O OOO 0 AM*ROVM BY DATE DIAL 11 AF'PIRCSV® BY DATE APPROVES BY DATE: Q a_ Q 0- Q a - - APPROVED BY DATE PER Iip U16002091 SITE ADDRESSo 905 SUNSET BLVD NE RENTON WA 9505 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICAl10NSI AS W APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS 1- I— SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. w w 2, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED ° IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO U O BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING U11LIlIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE z O z O TRUE AND CORRECT LOCA11ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL ULIz W BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE Ir fr ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC O O WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF } } WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3 U C) 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 00 CONSTRUCTION. W n_ WQ a_ 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ° 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. a a a a Q Z 0 TWF rnMTRA(TnR CUAII 17Rnunf:, TI-1F rITY nF PFNITMI WfITI-1 AM A4Z_PIIII T nRAWIMr OF TWF CAAIITARY CPIAIFR CVCTF'IA wwlr'W WAC BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING 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 SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFAC11ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS, THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC11ON 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 PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE F INU VUUKtU Al UKAUt.IN VAVtU AKtA, UUVtK MUJ I JLUVt IN ALL UIN THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ECTIONS TO MATCH PAVING. f�� E I '"', EX, SEWER MAIN PROPERTY LINE F'---'-SEWR TH AS NEEDED) zFir- -1 STURE n FUTURE 4` SIDE SEWER. 2"x 4" STUD MARKING POST PAINTED TEE )t G" TEE 6" CAP WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND-#B WIRE W I WRAPPED AROUND THE STUD AND S : EXTENDED TO THE TOP OF THE STUD. 1 i 6'X6®XW SURFACE CLEANOUT WITH CAST IRON RING AND COVEN t (EAST JORDAN IRON WORKS PRODUCT, NO. 00347BO2 OR APPROVED EQUAL, SPECIFY "SEWER" .ON URA (SEE STD, PLAN 403.1 FOR INSTALLATION) EAGLE THREADED CLEAN -OUT ADAPTER HUB ----- BEND AS PLUG(OR• APPROVED EQUAL) REQUIRED E:IgSTING SKNITARY MAill OTC.: IN OP FUTURE 4" ."SIDE ;SEWER 6" SEWER .STUB �8"WSO"X8" WYE �FUI.UIiE SEWER MAIN :51ZR X B" TEE A; 'ATRIA.ED *.AY MAIN - CUT IN ,A NEW PVC `TEE" USING 'STROOP-BACK.' FL 4OLE, CQUPPNQ$ (FERNCQ OR A10040146 EQUAL: W, CONCRETE MAIN - CUT IN A NEW: PVC: "TEE" USING' "STRONG. -BACK" FFLEXI . CxPUNGFRNORAVio .E& LOlAL, 0. PYC ABC 1900: PVC MAIN - CUT IN NEW TEE USING RIGIO. COUPLINGS: 4IR CORE- ORILLED WITH .. ROIAAC SADDLE'. (OR APPROVED EQUAL;). D. DUCTILE IKON MAIN - GORE -DRILLED WITH A ROMAG SADDL.E (OR APPROVED :EQUAL) E. MANHOLE CONNECTION = ALL CONNEC'RONS To MANHOLES, SHALL BE AT MANUFACTURED KNOCK-OUTS.OR THE STRUCTURE SHALL BE CORE-4RILLED. �5 OF ASkl i 702A hE4IST �Sj�N E�r'l t <A . e O Cat o0 �d+ d�+ cc)O I I o o0 00 � COO b ea 00 ai ....� a� tnpSU k m U 0 ♦ cn^ W M ® ® w e p� g N 9 N M d a ® 0 CC LAN �bd z ��qq V I� 0 0 CD Lu Q lailm 0 0 z Lu W O 0 Q at F_ W H- 0 U -- N O O O r a U Designed: DPS Drawn: MRL Checked: DPS Scale: NTS Date: 03.29.17 Job No,: 14038 Sheet No.: 9 of 14 Sheets R-390608 I S-390603 W-390602 IN r07 i TO ( co N i FULL INSTALLATION OF WATER SERVICE FROM WATER MAIN UP TO THE WATER METER TO BE INSTALLED BY CITY OF RENTON WORK CREW. CONTRACTOR SHALL RESTORE PAVEMENT AS NEEDED. A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 03, TWN 23N, RNG 05 WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) q a -,l I d rr � � 11 I EXISTING EAST RIDGEI I I I APART NT SIGN EXISTING 8" WATER MAIN 1-PRESSURE REDUCING VALVES ( I I I PN BEHIND EACH METER. TYP. 8128650000 l :J - ±63' - - - - - - - - - - - - .� - S89°44'59"E 91.00' _ - d I \ „' N I ,-1" WATER SFR\AI F I INFO (TYP 1 / I /f d PROVIDE: 1-1" DOMESTIC WATER METERS 1-DCVA BEHIND EACH METER t:...::.._:1 t' .. 1 i.......... „ r:, 7...:...rrr.r.:::r::.t::,.:...cn.l::: a. °. "'d \ I l I 1 cn � 1 I �. .'.. I I I.. r, ::..:...:.• I x L........ I 1 IRRIGATION METER L:... L. : / \ INFILTRATION TRENCH - I �� I I .......: I a I I_ (SEE SHEET C8) 1 „ ,1 5 x5 PUBLIC WATER (:: �� I �: i. S89 44 59 E 54.00 I 1 �- �� EASEMENT (TYP.) I. 1:. i 1 i r/ 1 WATER SERVICE LINE WITH 4 I 1 RIGID SLEEVE ABOVE INFILTRATION \I� TRENCH. PROVIDE AT LEAST 12" / / // d MINIMUM SEPARATION. \ / / CD r; 1 WATER SERVICE LINE WITH 4 C" / l PN 3119900050 1 : '\I CB#1 I RIGID SLEEVE BELOW INFILTRATION 5- lex Unit TRENCH. PROVIDE AT LEAST 12 � 00 i MINIMUM SEPARATION. I / I / / /� J I I 1 Ikh z l 1 F.F. EL�198.6 F.F. EL.=200.6 F.F.�L-=200.6 F.F. EL.=202.6 F.F. EL.=202.6 / / I T���A� rill �Fo�h QL'C)SSCO#3 / l / I10 M RIM=Z91-3E}199.03 / SSCO#6 1 i LE.=495 68(6")195.28 / RIM----2 9�201.45 / / a \ d Io.�d ssp#1 ( SSCO 4 I.E. 7-GA(6�)197.30. RIM 195° 1 I # SSS / / ° / C, I rn I � SSCO#2 RIM=48+-48199.53 FJM=�9�.93 SSCO#7 r. / / ® d °I / a ` 4 I I.E. S(6) RIM=�4197.21 I.E.- 6")195.48' I.E.- 6" 07.33 RIM= 201.88 1188.53 I.E.= 3-66(16)193.36 d - ) I.E.- 6" 197.64 it I ° r � r a � � d R 114 RD ° ° l v �r y RD TRD \° / g l d a d d a / / 208 All �-=40 __ N89 44 59 W 129.46 El El I l r E3- _ I- / a/ 1 / T- - - - - - - - - - 441 ad------- ----- _ . - 4_=-- ----------------- - - - - - - - ----- ---- EXISTING 5' 1961 d 192.93 -'-I - --- 19725SEWER EASEMENT I.E. 6") AFN# 7709060766 I.E.=�6(6) IE- 6„) - \' f 1 / a I \ / 192.31 PN LE.=19�96 / 8137900000 I l a ��Opj rr 68LF 13.40% 6" PVC SDR 35 @43�(PRIVATE) 33LF 6" PVC SDR 35 @ 819.519A-(PRIVATE) SSMH#1 CITY ASBUILT DATA LAMPHOLE RIM=489.5 192.86 IE 6"=48340-185.81 (NOTE: EXISTING SURFACE ELEVATION IS ±193. LAMPHOLE WAS NOT LOCATED BY CES SURVEY CREW. RIM COULD HAVE BEEN BURIED SINCE CONSTRUCTED. REPLACE WITH MANHOLE PER DETAIL S-040 ON SHEET C8. REMOVE EXISTING WATER METER PERMIT# U16002091 SITE ADDRESSi 905 SUNSET BLVD NE RENTON, WA 96056 10 0 5 10 20 1 inch = 10 feet. ASBUILT RECORD NOTE THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ALL 90' TURNS SHALL ACCOMPLISHED . "BE 9Y MEAM1IS OFA, WYE' 1MITH, CLEAN ,QUT 'AND; +5' BEND. TWO 45' BENDS SHALL NOT 6.E 4" BEND AS REQUIRED (NO MQR.E' _: ACCEPTABLE.'4SEE NOTE 1:1) THAN 145 BEND'. EVERY �N4. A" CLEANOUT WYE NTH CHANGE 1N DIRECTION OR. GRADE 45' BEND AND PLUG'_ WILL REQUIRE .A SURFACE SEE' ftSTE 'I1} � ..:............. CLEANOUT WYE. (SEE NOTE 11); .• H } t-CC) w a - HOUSE a HI iUSE-: H97USE= a.. O: I4" SURFACE CLEANOUT 4 SURFACE v SEWER PIPE, C (TYPICAL) 'T 6„z 6.,xb„<< WYE >x CLEANOUT (SEE STD ?LAN--'�07) WYE •$ Sr' P(t'E; $ff f4 S -4" TEST TES EVITH „ At MlNlia Litt LINE #ZE FOI PLUG FACE LIF? OTHER` TFfAl4_ stj a mmiLy. IS Vl 4' WYE NTH PROPERTY LIVE CLEANOUT (TYPICAL) i I PRO IEOTT - MIN. c� _ to c� '6"x 4" REDUCER c� f F: (TYPICAL)' MAIN SEWER LINE N 0 TE;" IF THE BUILDING' SEWER SERVES ANY FIXTURE HAVING: Dims 1„ Prime to instgllotion of a sanitary sawyer conn2Ctrah; 'a s4 ss-Wer . ,< FLOOD LEVEL LOCATED BtLOW THE EL£VATIOR, permit must be purchased 'from. the City of Renton ;P,uttlit Marks; o OF THE NEXT UPSTRI /AM MANHOLE COVER QF THE 'PREUENTION, Department. PUBLIC SEWER SYSTI=M, A BACKFLOW, o DEVICE SUCH AS CLEAN CHECK EXTENDABLE 23 BACKWATER VALVE OR APPROVED EQUAL SHALL 6E 2. Types,, pipe and fittings tliot can be used' for sanitary sevdsrs INSTALLED. shaft be approved by; the DePartmenE of Publta Works, Rubber as neoprene gaskets as. specified by the mcinufacturer; •shall lie ;FLEXI5LE COUPLING• (FERNC0 OR; EQUAL) used on .joints 3, A .M' 'himum grade of 2% (1 j4 per fewt) must be rn intaiti td. 3 SURFACE' CLEANOUT 4"x 4'x4" WYE' with 4 "pipe. 16 the :event a .-2% grede donnot be -ndintainect, the. owner must sign a :City of Renton -.grade release form and tklerl q-"' PIPING con install I;" pipe at o groda of 17L PI -AN BUILDING DRAIN FOR 4. for inspection of side se+xer call n4 hours in adurincE The L:a7 V ELEVA710N HOUSE inspection phone number is pn the side sewer perrrflt> qte must be ready far inspection and Iepresentative On 'site w}aeri~ inspector gr,'rives at. appointed time. "Side sealer and .Stubshall be, tested per City spe;jflcptlonsl Make tKe, cornnecttun of the MAIN TO PROPERTY LINE 5'-0'' S'-0" house Dp..npt backf4fi the dt#oh until.; ©pprovdl fS gnrep lay the 'be PROPERTY. LINE . :FROM THE 'HOUSE BUILDING DRAIN', inspector. Final npprovdI Will granted after the: exist1nq; septae, SIDE SEWER BUILDING SEINER 2I '. " tahk has been pumped out land- filled with sdnd` T.0` 0 , 3'-0"Mill. 5, Install side, sewer with 2' minimum '•.cove; 1$" cower is ollalJed - at the .house if outlet -Is shallm ' i:. 6, 7f Mde sewer stub 'is` not available. The oWhdrl sholl ba for its 4 N m> to m ln. zi -. o. a, a -, as a c m MR _ = C m z:�,. - x responsible, ;installation per stgntlard:: gwinq 406A, All. work witcrihin_ street right of -way shall be done."by o licensed anti m {. n x n.x ; M � I cn.� ?i �' b L.� o �'r�i .., banded contractor,. 0 Q� cn_� m r Q m c o c. L ,.10 A O x :m m ° ;a,, o A coo n, o a' c " �' 7. All work .sha If be accdtnplished in eccordddra4O: \vl#h; thS Wastiingtgtrl � O O cn p m x" r� m m D m m o -{, D Pi.f� ,. Industrial Safety. stnd Hedith :Act. (WISFtA) 5 y Z 7m.J W > U - X m m -a Z D. I .o �. v, o o D 13..411 trench. re.staratn far side sewers in the prJ�lto�11t AtWa1t ro r7 fl a>.e ,0 -1 `c'' z z shall conform to the- mast current Airanch restorgi.tiarf; Q o m` m rn` a, regiiiremsnts in :the RenEan .S.tartdard .Ara1»lhoi X- min a-z Z' c3 a rn- o t, cn `� 01 S. All building sewer aril) sjfie. at aer3 stittll fiiaue I ing';i : x` cn o :!jj Y accordance: ;whit standard# drowtrTg C» tin �" o v, A" m' 10. There shgN be a mhtmum 1i1 fapt Pori ort#dl sepgta#ton between A� D�t�Tt-�- sanitary side sewers s�rid water seraices bud o minirlaum �=#.oat c harzontal Separatlon between sanitgry.side sewyer6 and all other. ; bca m � ;- utilities. Q .o 11. The cleanout at Ah;e Righ#=of W -sh611 be installed per :BALL FOR LOCATIONS BEFORE YOU :[)16 Standard Plan 407. Tho GtennwJ ❑t the building, shall be 48HR LC?QAJQO S- 1-800-4244-5555 installed to ;surface grgde, 'A11 Atherr plggnouts shall ;be installed - _ .. _ ......_ _ _ _ _._ ._.._ .... .......... 3•R: within 12'" of .the surface. _-...... ......... T'�RICA BULLEIMI"ia l�E1p� STD. PWWYART i.t iQRKS FRAM PRQ��.RT`Y LINE T� , o� �►i�1.��llMiGi ;11flIIE�7`tQ�A, ��� 2t11� . � EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) DIAL CALL 48 HOURS BEFORE YOU C .. 11 W-390601 S-390601