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HomeMy WebLinkAboutCertified_P_Fire Approved Water Plans from Soos Creek for Avana Ridge.pdfSW 29-23-5 WATER GENERAL NOTES: (REVISED 05-16-11) 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 34+22.90, 20.70 L PARCEL NO. PARCEL NO. SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, CUT INTO EX. 10- DI W/ 0087000282 0087000281 ALSO REFERRED HEREINAFTER AS 'DISTRICT" 1-1 "x8" TEE (FLxFL) W WM UNDER STORM Lu 1 1 2. THE DEVELOPER SHALL FURNISH THE DISTRIC*T A COPY OF THE ui 2-10" TV -.'S (FL_x94- > SID IE 378.05 1 1 1 COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE 4c:t 1 0.50' CLEAR U) GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 1-8" G.V. (FLxMJ) w Ill 3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE < 'D) 34+48.72, 20.92 L a z 2-10" DI SPOOLS (LENGTH AS REQ > STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED 0 �Q 2-10" SLEEVES (MJ) CUT INTO EX. 10 DI W/ V) I < BY THE DEVELOPER/CON TRACTOR AND ALL EXISTING UTILITIES z ±395' TO NEARE CONCRETE BLOCKING 1-10"x6" TEE (MJxFL) 576' TO NEAREST SHALL BE LOCATED. ui Z GATE VALVES PARCEL NO, -r _j SEE SE 172ND STREET NOTE THIS, SHEETI I Co 2-10" DI SPOOLS (LENG AS REQ'D) GATE VALVES 0- 01 1 1 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF 0 4j 0087,000280 2-10" SLEEVES (MJ) a 0 0 EX. TELE. ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE 1 1-5)44" MVO STD. FH ASIEMBLY (MJ) EX. FIRE HYDRANT 00 RECONSTRUCTED SHALL BE MADE AT THE 0 Ld PARCEL NO. 2" DOMESTIC EX. FIRE HYDRANT C) Of lr_ CONCRETE BLOCKING PARCEL NO. ASSEMBLY I, DEVELOPER'S/CON TRACTORS EXPENSE. 0087000211 WATER SERVICE w/ ASSE 0087000285 ;. , I ER STORM, 1-1�'_5 RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF IDOH APPROVED RPBA SD IE 380.05 "All THE DISTRICT. ALL COSTS FOR INSPECTING SUCH 1" IRRIGATION PARCEL NO. 0.50' CLEAR RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN 0 ISERVICE w/ DOH 0087000214, ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID c� APPROVED DCVA BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE --------- E)( 0 SE 172ND STREET c EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND 40+ DO, `171 1"'f- - ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR G 39+00 . ........ .............. c� ..................................... .. WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL z 2"',_ :,"", MH 328-2 1�2 NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER A 34+00 0 =oleo ..... . .......... . ..... wl 1>� PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND C MH 328-1 41< NOW mom ..... . ......... -MH­ lui HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS 68 .............. . .......... . .......... .......... PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM . . ........ . ......... ......... . . ... . .... . ..... .... . . .......... . ..... . ... ... . .......... . .......... . ....... A...... . ........ ... ... .. ...... ........ . .......... .... . ........... ........ . ..... .... . .......... ....... . ....... . .. . .... ------ _!elll ...... . .......... ............. ..... . . ......... .......... Rii "mm'"'09081N 2 SUPPLIED BY THE DISTRICT). -4l.SMH -0 . .... -STAKING SHALL BE PAID BY THE ALL COSTS OF WATER MAIN RE EX. FIRE H RANT 71 . ......... DEVELOPER/CON TRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WlTH REFERENCE TACK ASSEMBLY ON CURBS BY THE DEVELOPER /CONTRACTOR. . ..... UNDER STORM SERVICE w/ DO SID IE 378.41 1+ .00 L 9. THE DEVELOPER/CON TRACTOR SHALL NOTIFY THE DISTRIC 4G AT 39.5 0. 50' CLEAR (253) 630-9900 TO SCHEDULE A PRECONSTRUCTION MEE L -8"x6" (FLXFL: 29-2 -5 STIC PARCEL NO. THE DISTRICT OFFICE. AFTER THE PRE- CONSTRUCTION MEE ING, 2923059176 WEST BUILDING WATER SERVICE w/ -8- PLUG MJ) PERM. ESMIT wl 6 THE DEVELOPER /CON TRACTOR SHALL NOTIFY THE DISTRICT -, 75� DOr APDSOVED RPBA !I, (5 STORY, 34 UNITS) - -5)4e- MV0 sTD. AROUND ALL WA F)ELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WO Kit 0 0" J IN, EAST BUI C DAYS) BEFORE STARTING WORK. JFH ASSEMBLY (MJ) LINES FIRE HYDRANTS, AND kTERS (0 STORY, 40rLINITS) ...... ..... 10. THE DEVELOPER /CONTRACTOR SHALL OBTAIN ALL REQUIRE . ... . ... JCONCRETE BLOCKING ... . ...... E T ...... . .... 4" --L�_FJX FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSP 101, MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE -J NOTES . ...... . . .......... /) XPI 1 SET METER LOCATIONS AT 1 FT BEYOND SIDEWALK/CURB . . . ......... ....... 7 L'Al L LINES S 'hRE 2. INDIVIDUAL PRV'S REQUIRED WHERE SYSTEM PRESSURE EXCEED "SPRINKLER ll%%wlwm,�j-- LINES TO A S PRINKLE '4 80 PSI., R_RO0M._ h&i 51 A DOUBLE CHECK DETECTOR INSTALLATION NOTE m m 1. DEVELOPER REPONSIBLE TO PROVIDE INTERIOR rIRE PROTECTION ... .. . .. ...... ... . ...... SD I As co WM ......... nFT 11 1 ul a- 0- S INFORMATION AND SIZE/LOCATION REQUIREMENTS FOR DC METERS VAULTS, FDC'S, AND PIVCs PER FIRE SYSTEM 0,50 4;- - - ....... . . . . . . n', MARSH ALL/BUILDING PERMIT PRIOR TO CONSTRUCTION. 0 2. VAULTS SHALL DISCHARGE TO STORM DRAINAGE SYSTEM. _j z + k, . . ...... ......... . C) CL ....... .... ... SE 172ND STREET NOTE C14 BUFFER V\ 1. CONTRACTOR TO POTHOLE EXISTING 10" DI (PER RECORD i� OL a- Q� CL Uj /�F DRAWINGS) WATER MAIN WITHIN SE 172ND STREET. IF COVER IS Q 11:( CL 1:� Q .......... ... "'WETLAN D FOUND TO BE LESS THAN 4 -FEET THEN CUT IN TEE SHALL BE Z ROTATED TO CLEAR PROPOSED STORM BY 6 -INCHES. ONCE THE Nl� STORM IS CLEARED WATER THEN SHALL BE DEFLECTED TO U-) STANDARD COVER. + N 04 N,< 2. IF CONTRACTOR FINDS AVAILABILITY OF 10"x8" TEE LACKING, LO ca CONTRACTOR SHALL CONTACT ENGINEER FOR ALTERNATE DESIGN BUFFER UTILIZING STANDARD TEE SIZES AND/OR REDUCERS. J Z 04 CONCRETE BLOCKING . ..... . ......... 7 Lo to STANDARD BLOCKS //e` - - ----------- FIRE HYDRANT N C) FVr H GRAPHIC SCALE C) z CL 0 20 40 80 GATE VALVE (MJ) .. . .... . ... OPEN SPACE 4 4111 TEE (M J) I INCH 40 FT. 0 (NO WATER BLOW OFF ASSEMBLY (MJ) �0 40 SERVICE) & FLxMJ ADAPTOR ��j uj P� ct 45- BEND (MJ) Cd 2 Working Days Before You Dig go- BEND (MJ) 811 U0111:11se Underground Looslon Corder COUPLING 0DMTVNDV0RWA) moo- REDUCER z FIRE DEPARTMENT CONNECTION DETAIL 1 NTS z w POST INDICATOR VALVE 29-23-5 X w 086 A wA V) 0 2-1 1 -8 ___L4 to A :� e EXISTING GATE VALVE 51+26.93, 5.00 L U5 Ill 15' PERM. . ..... .... SE 168TH ST z F- L (PER SCWSD AS-BUILTS) 1-8"x4" TEE (MJxFL)\ ESMT. AROUND ALL WATER Lu w w MAIN LINES, FIRE HYDRANTS, w e cn 1-4" G.V. (FLxMJ) 1/> 1-3" DCDA AND METERS W DOUBLE CHECK DETECTOR VAULT LOCATION CONCRETE BLOCKING X 00 (TO CENTER OF VAULT) F iE w Lu LL L0 BLDG. SIZE STATION ALIGNMENT WEST 303 51+26.92, 17.00 R N/S DRIVEWAY EAST 3$s 51+30.94, 20.20 L N/S DRIVEWAY 0 Z < < z �hg SE 172ND ST BUILDING FOUNDATION NOTE SITE Lu lAlATC*0 UAW Tr) KAAIKITAIKI R-C'nnT KAIKIIKA"kA f�l CADAKII�C' DCT%AJCCKl w ZZ= IRRIGATION METER LOCATION BUILDING FOUNDATION. Z_ Lu I I - CC' 1-710n 7T UJ 0 M SIZE STATION ALIGNMENT i IV 33+03.08, 34.56 R SE 172ND ST it) 35+32.61, 34.56 R SE 172ND ST W SE 1 W 8 LF 8" D WATER SERVICE LOCATION NOTE S 36TH PL S. z Lj 00 ow ALL WATER SERVICE LOCATIONS TO BE EXAMINED PRIOR TO ir- 0 CONSTRUCTION TO VERIFY UTILITY CONFLICTS 0 Lu 06 > 5 W SE PETROmTSKY RD SHEETINDEX "CC Cz "TLJ nT W 0 w w (n 0 BUILDING INFORMATION SHEET 1 OF 6 COVER SHEET AND WATER PLAN BLDG. UNITS STORIES WEST 34 5 EAST 40 5 TOTAL 74 51+39.56, 5.00 L 1-8"x6" TEE (FLxFL) I 1-8- PLUG (MJ) 51+30.94. 5.00 L 1-8"x4" TEE (MJxFL7 1-4- G.V. (FLxMJ) SHEET SHEET SHEET SHEET SHEET 2 3 4 5 6 OF OF OF OF OF 6 6 6 6 6 CONSTRUCTION PROVISIONS MATERIALS & SURFACE RESTORATION STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS 0 i� J 0 0. iE SE CARRRD to 0 5; < 00 0 BASE MAP C-2 11-54- MV0 STD. -m 7-fLAA-) 1-3" DCDA VICINITY MAP SHEET OF 1 6 CONCRETE BLOCKING 1"=1,000, R:\2011\0\11062\3\Drowings\Plots\Engineering\WATER PLANS\01-3WACVRl1062.dwg 2/13/2014 12:46:24 PM PST DRAWING C2.025 CONSTRUCTION PROVISIONS 05-16-11) ) 1. STANDARD SPECIFICATIONS 4. CONNECTION TO EXISTING WATER SYSTEM w a z THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY o 0 ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SODS CREEK WATER & SEWER DISTRICT AND THE "STANDARD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING z SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICTS WATER MAIN.. THE DEVELOPER/CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF THE WATER SYSTEM BEFORE, DURING OR AFTER z w t'e TRANSPORTATION AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. �mCONST CONSTRUCTION WITHOUT T P IOR APPROVAL OF DISTRICT. THE DEVELOPER/CONTRACT R H LL F FURNISH H ALL AT RIAL EQUIPMENT A D LAB R om 0 w_ 0 Z. TRENCH EXCAVATION, BEDDING AND BACKFILL NECESSARY FOR MAKING THE CONNECTION UNDER THESUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT o > SATURDAYS, SUNDAYS, AND HOLIDAYS. � W 0 V a: ALL WORK IT TRIGHT-OF-WAYV) A W HIN HE SHALL COMPLY WITH ALL PERTINENT PERMITS THE GOVERNING AGENCY S CURRENT ROAD STANDARDS AND WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON a — Q a o THE STANDARD SPECIFICATIONS. ALL MATERIAL V WASTE DISPOSAL SIT A FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED SE THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE PROVIDED Y THE DEVELOPER/CONTRACTOR. R B H , UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING WATER MAIN, r_ DEVELOPER/CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF o WHEN TRENCHING THROUGH EXISTING PAVEMENT, HE PAVEMENTNEAT-LINESHALL BE CUT ON A BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS 0 FITTINGS TO USED. THE DEVELOPER/CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DISTRICT'S FIELD REPRESENTATIVE NVERTI AL A POSSIBLE GIVEN SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER O N.- WWF .:.THE TRENCH BACKFILL IS PLACED S A T HE EDGE F � a. i E O S O CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE T 0 5. SEPARATION OF UTILITIES �- THE TRENCH ON EACH SIDE. m ANY TRENCH EXCEEDING FOUR FEET IND DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE MINIMUM SEPARATION BETWEEN WATER AND EWER MAINS SHALL CONFORM TO SECTION Cl-9.1 OF THE , CRITERIA FOR SEWAGE WORKS DESIGN CA 0z CURRENT EDITION AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT. WfSHA CHAPTER 49..17 RCW AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR ( )� � SAND CUSHION. SHALL HAVE ASTRUCTURAL I A T NS. T E ENGINEER REVIEW AND STAMP ANY AND ALL. SHORING PLANS AND CALCULATIONS. H A. R J E O DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO n tr W V IN THERE RESPONSIBILITY. A o skI WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS, B NOT o SHALL E O LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND THE STORM SEWERS. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM ISSUITABLE FOR PIPE BEDDING, THE BOTTOM OM SH LL BE HAND FINISHED TO GRADE SO THAT THE PIPE PUGET SOUND ENERGY VAULTS HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS FIRE WILL HAVE UNIFORM SUPPORT ALONG THER I AL N - BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING .HYDRANTS AND BLOW-OFF ASSEMBLIES AND NO CLOSER THAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR THE REQUIREMENTS FOR BEDDING MATERIAL HALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE, CROWN OF COORDINATION OF VAULTS HAND HOLES AND LIGHT STANDARDS WITH THE WATER MAINS SERVICES FIRE HYDRANTS AND BLOW-OFF ASSEMBLIES. THE PIPE. ,� 45232 NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY ORA t� S WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 SIGNED HOLD HARMLESS AGREEMENT FORM SUPPLIED BY THE DISTRICT) IS PROVIDED. D I 0 NAL .2 1 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER 6. THRUST BLOCKING THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES S ABOVE THE CROWN OF THE PIPE. ALL FITTINGS SHALL BE BLOCKED WITH POURED CONCRETE AGAINST UNDISTURBED SOIL WITH SUFFICIENT CONCRETE AND 3/4-INCH ANCHOR RODS IF REQUIRED, TO RESIST THE RESULTANT FORCES: BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO THE FITTING WITHOUT DAMAGE E TO IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM!S UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM - THE FITTING. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING WILL BE REQUIRED AS DIRECTED BY THE DISTRICT BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL: IN THE FIELD. WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST B HA CONFORM T THE STANDARD LOCKING SHALL CO OR O S RDETAILS. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED W T - WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL 7, WATER A ER WORKS TESTING BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. PRESSURE TESTING OF LINES SHALL BE IN ACCORDANCE WITH SECTION 7-.09.3 23 OF THE STANDARD SPECIFICATIONS. TEST PRESSURESHALL BETH E ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95/ OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREASPAVED ( EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI, BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 250 PSI. MAINS SHALL BE DISINFECTED AND UNPAVED WHERE STREETS ROADWAY SHOULDERS DRIVEWAYS SIDEWALKS OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED ) � � � � PER SECTION 7-09.3(24) OF THE STANDARD SPECIFICATIONS. OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET o FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY F M DENSITY. THE REMAINING TOP ET OF THE TRENCH r C ANICALLY COMPACTED TO 90 /o O .THE MAXIMUM DE S) H 4 FE THE DEVELOPER/CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY THE DISTRICT'S FIELD REPRESENTATIVE. SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR DISTRICT SHALL FURNISH THE CUBES FOR THE DEVELOPER/CONTRACTOR WHO SHALL THEN BE RESPONSIBLE FOR CUBING THE NEW WATER MAINS. co o G0 TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER -� DEVELOPER/CONTRACTOR SHALL COORDINATE WITH DISTRICT'S FIELD REPRESENTATIVE FOR THE LOCATIONS TO BE CUBED. AFTER THE CUBES HAVE � d p 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. BEEN FLUSHED FROM THE SYSTEM, THE REST OF THE FLUSHING, CHLORINATING, PRESSURE AND PURITY TESTS SHALL BE COMPLETED. THE DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING THE BACTERIOLOGICAL TESTS. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE � J J Q Q RESPONSIBLE .FOR PROVIDING N T F I o B 0 G DE SITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED 1N THE STATE O WASHINGTON. A . 8. REPAIR OF PIPELINE. FAILURES � > o MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR DIRECTED v Y z w_u 3 BY THEDISTRICT'S FI P 1 tia _a cn a w D ST ICT S ELDRE REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL ALSO m BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN Q a a a w re = BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, W..H N USED AS PIPE. o Q a Q o IQ REQUIRED BY THE GOVERNING ROAD AGENCY SHALL BE IN ACCORDANCE WITH ASTM 04832. 9. JACKED CROSSING TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND E C AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD AGENCY OR AS PROPOSED BY THE DEVELOPER WATER MAIN CROSSINGS OF COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. T DISTRICT'S FI PR REPRESENTATIVE RESERVES THE RIGHT TO r / H MAX M E HE ELD RE E VER SERVE ARTERIAL STREETS SHALL BE MADE BY JACKING DRIVING OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF � REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL , , � m CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET W a THIS REQUIREMENT IT SHALL BE ABANDONED BY FILLING THE CASING WITH. MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE w 4 IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. C� � SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. 0 z n ,. 4 DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO ; ;, ' W $ry FT FICOMPACTION,A IMMEDIATE LD MIX �. AFTER BACKFILL AND N CO PATCH SHALL REPLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF /a-INCH. AFTER THE WATER RIPE HAS BEEN ADJUSTED TO ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING... , 2 GRADE MOIST SAND HALL BE TAMPED INTO THE E FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT S O E CASING PIPE SO THAT ALL VOIDS WILL B L a MOVEMENT F THE BETWEEN THE WATER MAIN THE CASING VEME O PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETW E AND E S G ALL PIPE AND FITTINGS SHALL BE LAID IN THE DRY UNLESS OTHERWISE APPROVED BY THE DISTRICT. TRENCH EXCAVATIONS SHALL BE DEWATERED x WALL WITH SAND. 4 m BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THEDISTRICT. DEWATERING SYSTEMS SHALL BE USED W o a ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION _ 10. WATER SUPPLY V ..AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE Qto o c� �w cv o z 0- DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK, ALL DEWATERING EFFLUENT WATER SUPPLY FOR FILLING TESTING AND FLUSHING OF THE NEW MAINS MAY BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM HOWEVER SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. E IA TER RATE THE DEVELOPER/CONTRACTOR WILL BE BILLED BY THE DISTRICT FOR THE WATER USED AT THE CURRENT COMMERCIAL .THE DEVELOPER/CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT THE QUANTITIES GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF QUICK CONDITIONS OR BOILS ESTIMATED BY THE. DISTRICT. . DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING 0: SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS, THE DEVELOPER/CONTRACTOR SHALL AT ALLO 11. EXISTING UTILITIES TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING w .. POWER OUTAGES AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT.N EX{STING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION c a a AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN 0 w DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND SHALL � t � ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS PREVENT DISTURBANCE OF COMPACTED BACKFILL AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND THE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED. WITHIN 50 FEET OF THE DEVELOPMENT TO MEET THE PIPELINES. DISTRICT'S REQUIREMENTS IF NEW CONSTRUCTION BY THED EVELOPMENT CREATES A SAFETY HAZARD OR ANON-COMPLIANT CONDITION WITH DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND DISTRICT STANDARD SPECIFICATION REQUIREMENTS.UIREMENTS. MANAGING WATER DISCHARGED FROM THE EXCAVATION. 12. WARRANTY PERIODZ z W 0 3. COVER OVER PIPELINES THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OV) OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. - -N - - THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36 INCHES FOR 8 I CH DIAMETER AND SMALLER MAINS AND 48 INCHES FOR MAINS OVER 8 INCHES z N DIAMETER. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS. EXCEPTIONS WILL BE ALLOWED ONLY WITH THE PRIOR W W 0 FTDISTRICT. APPROVAL O HE D S C T. �^ v, W W z Z 0 W _ NN LL. NN z � F_ L.1. W Q V Q '^^ LLL v! W Ow a z 0 0 0 BASE MAP SHEET F O 2: 6 DRAWING MATERIALS (d 05-16-11) Revise.- 1. DUCTILE IRON PIPE ui O 7. VALVE MARKER POSTS 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY .= ALL DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.1 1 OF THE STANDARD SPECIFICATIONS. O w PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2 SHALL BE LINED WITH CEMENT VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE THE EXISTING ASPHALT SURFACE SHALL BE GUT ON A NEAT LINE BY SAWCUTTING PRIOR TO a o z , MORTAR PER ANSI/AWWA C104/A21.4-95, AND SHALL BE SEAL COATED. JOINTS SHALL BE PUSH -ON IS LOCATED IN THE PAVEMENT OR IN R VAULT. MARKER POSTS SHALL B - S E CONCRETE WITH 4 INCH. EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH THE EDGES OF o TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR MINIMUM SQUARE SECTION, 42_ „ „ INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/8 X 39 BAR THE SURFACING SHALL BE RE -TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT N z z w CL -- Z FITTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4 INCH MINUS CRUSHED SURFACING BASE _ c � v . REQUIREMENT.. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST OPPOSITE THE VALVE OR DIRECTED BY THE DISTRICT WITH 18 INCHES OF THE POST XP E OS EXPOSED _ _ COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4 1/2 INCHES FOLLOWED BY 5/8 INCH 0- o 0 w a cn IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. RESTRAINED JOINTS FOR DUCTILE. ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. o � F - PIPE SHALL BE U.S, PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE � o 2 W .IRON VALV STENCILED WITH BLACK PAINT ON THE FACE F THE T E O EPOS USING A STENCIL THAT WILLn. - ASPHALTCONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2 INCH LIFTS TO MATCH a � _ 2 FITTINGS PRODUCE LETTERS TWO INCHES HIGH. THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCHES SHALL HAVE a o A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH FITTINGS. FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2 1 OF THE STANDARD 8. WET TAPS SHALL THEN E V - E B OVERLAID WITH A MINIMUM OF 1 1/2 .INCHES COMPACTED ASPHALT CONCRETE. � .- N :.SPECIFICATIONS AND MAY BE FLANGED MECHANICAL OR PUSH -ON AS REQUIRED. FLANGED _ ASPHALT OVERLAY SHALL BE PRE LEVELED AS DETERMINED BY THE DISTRICTS FIELD O N FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATIN G MECHANICAL JOINT FITTINGS. SHALL TAPPING SLEEVE SHALL BE JCM 432 OR ROMAC SST STAINLESS STEEL SLEEVES WITH FULL REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF T FINAL TRIMMED ED HASPHALT Q HE I GE OF E O O _ BE RESTRAINED WITH MEGA LUG RESTRAINING DEVICES OR APPROVED EQUAL.. RESTRAINING COVERAGE RUBBER GASKET OR EPDXY COATED LONG PATTERN SLEEVE OR APPROVED EQUAL. � � Q PATCH DOES NOT ENCROACH INSIDE THE F IN I O ENC OAC SI E OG LINE IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM. � a r DEVICES SHALL BE MANUFACTURED OF HIGH STRENGTH DUCTILE IRON, ASTM A536 GRADE 65-45-12. -VALVE SHALL 8E A RESILIENT SEATED VALVE MADE FOR TAPPING U.S. PIPE METROSE L 250 O , A R T I HE EXISTING CENTERLINE F THE T DISTRICT T G ER O ROAD HE IS RIC OR GOVERNING ROAD AGENCY RESERVES m BOLTS AND CONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. THE RIGHT TO REQUIRE AN OVERLAY N ETI Q O E Y O ANY SECTION. ON. IF THE EDGE OF THE ROAD IS CURB AND N � o ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. - GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED. z WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH OTHERWISE BY THE DISTRICT OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE THEY ARE INSTALLED, WITH A MINIMUM 2.1 SAFETY FACTOR !N ANY NOMINAL PIPE SIZE. NOTARIZED 9. WATER SERVICES AND METERS SEALED WITH AN APPROVED SEALER, DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING EN R E A. dp CERTIFICATION FROM THE MANUFACTURER OF THE RESTRAINT DEVICE HALL BE PROVIDED WITH STRIPING AND PAVEMENT MARKINGS A REQUIRED BY THE GOVERNING ROAD AGENCY. sk. Ltd r SUBMITTALS. NEW SERVICE LINES SHALL BE CLASS 2 0 HI -MOL R APPROVED ROVED EQUAL AND SHALL CONFORM TO E 0 , � G � o - - - THE STANDARD DETAILS AND SECTIONS 9 30.6 AND 9 30.6(3)6 OF THE STANDARD SPECIFICATIONS.TEMPORARY DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMP Y 1 R HOT IX ASPHALT HE COLD O O M AS HAL PATCHES THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITH BITUMINOUS PAINT M S - - INSTALL PLASTIC COATED 16 GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PLASTIC SERVICE DAILY DURING CONSTRUCTION G TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE PIPES. ATTACHBARE WIRE TO ANGLE AND CORPORATION STOPS. DISTRICT'S FIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH APER ANENTHOT 3. FIRE HYDRANTS PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED WITH PAVING GRADE ASPHALT CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION WITHIN 30 CALENDAR DAYS. 46232 4 HYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREIN MODIFIED. HYDRANTS SHALL HAVE PACK JOINTS. METER BOXES SHALL BE AS CALLED OUT ON T T HES STANDARD DETAILS. METER BOXES 1 0 L NA A MINIMUM OF 5 -1/4 -INCH MAIN VALVE OPENING WITH TWO 2 -1/2 -INCH C HOSE CONNECTIONS AND ONE AND LIDS LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE TRAFFIC BEARING AS APPROVED BY THE.. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 F THE STANDARD _ E O 4 -1/2 -INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD DISTRICT.N SPECIFICATIONS. A Y CON RETE PAVEMENT TRAFFIC D R C MET F C LANE AFFECTS BY THE TRENCHING SHALL .HOSE THREAD AND 1 -1/4 -INCH OPERATING NUTS THAT TURN. COUNTERCLOCKWISE TO OPEN. HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER DISTRICT AN 8 -SACK MIX USING EITHER TYPE II OR TYPE III CEMENT WITHIN 0 CALENDAR 3 CDAYS. _ THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5 INCH STORZ ADAPTER MEETING OR AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATION N B W H S O .CUR IT BLUE PAINT. METER EXCEEDING THE .FOLLOWING SPECIFICATIONS. BOXES SHALL BE FURNISHED AND INSTALLED BY DEVELOPER/CONTRACTOR. WATER SERVICE SHALL 4. CURBS GUTTERS AND SIDEWALKS BE LOCATED NO CLOSER THAN 5 FEET FROM POWER VAULTS, HAND HOLES AND LIGHT STANDARDS. A. STORZ ADAPTER AND CAP. SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY EXISTING CURBS GUTTERS AND SIDEWALKS DAMAGED BYCONSTRUCTION FTE PROJECT R KS G O HO HARD COAT ANODIZED. ALL SERVICE LINES SHALL BE ONE -INCH MINIMUM AND HALL BE TI ED S CONTINUOUS AND UNSPLIC THE DEVELOPER S/CONTRACTORS USE AND ACTIVITY SHALL BE REPAIRED TO THE SATISFACTION , FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING OF THE PROPERTY OWNER THE DISTRICT HE GOVERNING RADAGENCY, AND TO ITS ORIGINAL R ,ORT O G O B. THREADED PORTION TO HAVE TWO SET SCREWS 1800 APART AND NO LUGS. THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NO REVERSE CONDITION OR BETTER. GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITHMPRE SION ADAPTER CO S C. STORZ FACE TO BE METAL WITH NO GASKETS. TO WEATHER. ' .SHALL BE LOCATED AT APPROXIMATELY 100 ABOVE SPRING LINE PER THE STANDARD DETAIL. 5. NON -PAVEMENT RESTORATION WITHIN RI RIGHT-OF-WAY D. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO THE DEVELOPER/CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS CULTIVATED AWN HALL B RESTORED E F CULTIVATED LAWN WILL NOT U LAWNS S EWITH SOD. RESEEDING O CU S O HYDRANT ADAPTER WITH 1/8 -INCH COATED STAINLESS STEEL AIRCRAFT CABLE. ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DISTRICT. BE ALLOWED WITHOUT PRIOR APPROVAL PROPERTY OWNER AND DISTRICT. UNCULTIVATED U OFU LAWNS PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE ' E. CAP TO BE CONNECTED AND DISCONNECTED W T WITH STORZ WRENCHES ONLY. TORQUE TO BE EXISTING WATER SERVICES, WHICH NEED TO BE ABANDONED, SHALL BE DISCONNECTED AT FOLLOWING REQUIREMENTS. -� Q 0- 0- Q co co o ..SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. WATER MAIN CORPORATION STOP. THE DEVELOPER/CONTRACTOR SHALL COORDINATE WITH THE � J � J �•„ � DISTRICT'S FIELD REPRESENTATIVE AS REQUIRED. SEED MIX. 40% PERENNIAL RYEGRASS - - .HYDRANTS SHALL BE FURNISHED WITH A 6 INCH MECHANICAL JOINT OUTLET TWO 3/4 INCH 0 WHITE CLOVER 10% C O R _ _ DIAMETER TIE RODS, OR MEGA LUGS, A 6 INCH AUXILIARY GATE VALVE WITH VALVE BOX, AND 10. IMPORTED GRAVEL MATERIAL 30% FESCUE o � Q Q > ao z o w o RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION, THE GATE VALVE SHALL BE FLANGED TO THE 20 /o RED CREEPING FESCUE o w v o o z MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK -OFF FLANGE ON THE BARREL ANDA PIPE BEDDING SHALL CONFORM TO SECTIO 9-03.1 F STANDARDSPECIFICATIONS.APPLY N 2(3) O THE ST D AT THE RATE OF 100 POUNDS PER ACRE _ lu a Q Q. z _ a 0 a � cn w Q Q w z m BREAK -OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO DISTRICT STANDARDS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. aQ CL It a a Q ° - BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9 03.19 OF THE STANDARD MULCH: SILVA F H APPLIED P PER R ULC SLA IBER MULC A LIE AT 1500 TO 2000 POUNDS E ACRE. - RLL FIRE HYDRANTS SHALL BEM & H STYLE 929 RELIANT MUELLER CENTURION MODEL A-423 TRANSVERSE SPECIFICATIONS, EXCEPT ATCUTS TO THE ROAD ALIGNMENT OR AT UTILITY. MEDALLION OR WATER(OUS PACER NO. WB -67. CROSSINGS WHICH SHALL BE BACKFILLED WITH CRUSHED GRAY I EL SURFACING OR AS REQUIRED BY, /20 OF NITRATE, PHOSPHATE TA I F FERTILIZER:; COMMERCIAL MIX 10!20 !TRA OSPH T AND POTASH APPLIED AT RATE O THE GOVERNING AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND . 450 DS P ER ACRE. POUNDS NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. Y m CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. 6. FINISH L AD FINAL UTILITY ADJUSTMENT TO FH GRE a 11. CRUSHED GRAVEL SURFACING J w _ TYPE 1 BLUE. REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE Z � ti � . o 0 SPECIFICATION HAL E INSTALLED A REQUIRED Y THE GOVERNING 5 SHALL B ST S EQUI EDB GO ER G ROAD AGENCY.. _ CRUSHED GRAVEL SURFACING SHALL CONFORM. TO THE REQUIREMENTS OF SECTION 9 03.9(3) OFA _ TEMPORARILY PLACED T SUB GRADE ELEVATION PRIOR T PLACING CRUSHED SURFACING O U z a .THE STANDARD SPECIFICATIONS. MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE .MADE FOLLOWING FINAL ." FIRE HYDRANTS SHALL EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE 12. CONCRETE PATCH AND OVERLAY PAVING BY SAWCUTTING THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. DEVELOPER/CONTRACTOR SHALL a WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. T ASPHALT THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME, ADD RAISING BRICKS, AND v a HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY-DUTY BRUSH TYPE PRIMER CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5 04.2 _ AND 5 04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPA COMPACT THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL. FINISHED SURFACING SHALL BE J C4 4.ASPHALT Po 4 Z W m OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED YELLOW WITH TWO TOPCOATS OF OIL RESISTANT ENAMEL BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO _ _ CLASS 1/2 INCH, P.G. 58 22 GRADING REQUIREMENTS, OR REQUIRED BY THE GOVERNING ROAD.- TWO 2 -INCH COURSES OF ASPHALT CONCRETE SURFACING COMPACTED AND SEALED TO PROVIDE , O ' V � a � w THE 6 -INCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2 -INCH LETTERS. AGENCY. A DENSE UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE , • � � w a o 0 z a. COMPLETED WITHIN 30 DAYS OF FINAL PAVING. O DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING 7. FINAL CLEANUP AGENT AND UNDER NORMAL OPERATING PRESSURE. THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH 4. FIRE HYDRANT GUARD POSTS; SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED O SURFACE RESTORATION(Revised -1 -11 056 AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS REQUIRED BY GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS, N DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT THEY SHALL BE MADE OF REINFORCED 1. OFFSITE SURFACE RESTORATION METHOD WILL BE ACCEPTABLE. DITCH LI SEEDING AND MULCHING BY HAND,. USING APPROVEDS, NES Q 'WITH CONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING JUTE MATTING GUARD. POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE ALL PAVEDOR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL.. NETTING. , OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR FACILITIES WHETHER DITCHES OR PIPE AND CATCH BASINS WHICH RESULTS FROM THE WATER � z OF EXTERIOR CONCRETE PAINT COLOR AS DESIGNATED BY THE DISTRICT. OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR MAIN I INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE O UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS, RESTORATION CONDITION AS PART OF SITE CLEANUP. 5. GATE VALVES.. SHALL BE TO THE SATISFACTION OF THE DISTRICT PROPERTY OWNER OR GOVERNING ROAD - AGENCY. PRRESTORATION. A ECONSTRUCTION PHOTOGRAPHS SHALL BE USED APPROVE . 8. TRAFFIC CONTROL � -GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH R/ TR T R HALL BE RESPONSI LE FOR INTERIM TRAFFIC CONTROL DURING THE DEVELOPS CON ACO S B W � 0 _ BRONZE MOUNTED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWWA C509 OR AWWA 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY �,,,� 0 0 _ 0515. VALVES SHALL BE COATED PER AWWA C550 WITH NON RISING STEMS, OPEN CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW. � i"- AND BE EQUIPPED WITH AN O-RING STUFFING G BOX. VALVE END. COUNTERCLOCKWISE Q FN THE EXISTfNG SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM THE GUIDELN S I E OF S ECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES SIGNS G( c co CONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH -ON AS REQUIRED. ALL FLANGE DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE Z W FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM SUBGRADE AND PAVING. THE SUBGRADE SHALL. BE CONSTRUCTED OF 1 -1/4 -INCH MINUS CRUSHED LEGIBLE AND VISIBLE AND SHOULD BE REMOVED ATTHE END OF EACH WORKDAY IF NOT ` � LL! I- w EXTENSIONSWITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT _ SURFACING BASE` COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/2 INCHES, FOLLOWED BY APPLICABLE AFTER CONSTRUCTION HOURS.' ..... � Cl w IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED MIN1-1/2� 5/8 -INCH US CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF D ..� LU WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2 -INCH SQUARE _ INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2 INCH LIFTS UP WHEN ROAD CLOSURES CANNOT BE AVOIDED THE DEVELOPER/CONTRACTOR SHALL POST TO BE. W GC OPERATING NUT AND SELF -CENTERING ROCK PLATE SUPPORT. LOCK DOWN SET SCREWS SHALL _ TO A MAXIMUM 4 INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS CLOSED SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF W Z Q NOT BE .USED ON VALVE OPERATING NUT EXTENSIONS.. SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS P A DETOUR PLAN MUST B PREPARED A THE SIGNS SHALL BE SHOWN ON A DETOUR LAN OU US E R ARED ND , REPRESENTATIVE - <C Z 'WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF SUBMITTED TO THE DISTRICTS FIELD AND APPROVED BY THE GOVERNING ROAD W Q D MANUFACTURER SHALL PROVIDECATALOG DATA NET WEIGHT AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES THE DISTRICT OR THE GOVERNING ROAD AGENCY.PRIOR AGENCY l T I ANY ROADWAYS. IN ADDITION THE DEVELOPER/CONTRACTOR NTRACTOR MU T O CLOSING A O S NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, ; Q SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF _ RESTORATION OF GRAVEL SHOULDERS SHALL .INCLUDE A .MINIMUM OF 1-1/2 INCHES OF CRUSHED AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICTS FIELD REPRESENTATIVE AT LEAST FIVE DAYS TO THE ROAD CLOSURE.. ♦♦^^ vJ W W 06 . THE PIPE N WHICH THEY R INSTALLED, WITH A MINIMUM 2.1 SAFETY FACTOR IN ANY NOMINAL O C ARE S U S C O NO _ SURFACING TOP COURSE AND 2 1/2 INCHES OF CRUSHED SURFACING BASE COURSE. PRIOR PIPE SIZE. - ♦♦^^ 0 v, J 6. VALVE ALE B OX O Q r^co v! W VALVE BOX SHALL BE CAST IRON SERIES 9406 AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED E MARKED "WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE WITH UAL ID O Q L Q FINISH GRADE ATT E VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT -. THE VALVE BOXES SO THE „ EARS ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4 -INCH THICK BY 2 -FOOT. WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS LANDSCAPE AREAS AND EASEMENTS. , BASE MAP SHEET 3 OF 6 DRAWING 6 BO > ,• , v r PROPERTY UNE OR ESMT. LINE - .HYDRANT RUN:.. . . /�+ 10 H 1. LENGTH ESTABLISHED ON JOB AS APPROVED BY DISTRICT. � 2 HMA PAVING r SEE NOTES* * USE 8 DI PIPE, FLANGED SHORT RUNS ONLY). - Q, O VjA. ti / � � , \, \ MIN. a, A A B. OR 6 DI PIPE. MJ WITH 2 3 4 STEEL TIE RODS WITH ONE HE CO T OF COAL TAR RESER TIVE ON nE4077 RODS NUTS AND BOLTS AFTER INSTALLATION. MEGALUGS CAN BE PROVIDED IN LIEU OF TIE RODS. N Inh- r „;.. 4, \_ r. ,,,. !r ., r' ri. (�,.. G` ,/ .. 1. �. V. *.. \ o r / r HYDRANT- \ , .,:- ....,„ .� , � ; . �- / .., a , a; •' � CUBE < < 2 o </•�, \ !f \ ,;,.,, ., � T� � 1 SHALL BE CLEANSED & IME COATED NTH HEAVY DUTY TYPE OR APPROVED EQUAL. ALL HYDRANTS � !�\ < e Fad: c¢n ZBRUSH CL � • BE PAINTED YELLOW. TWO TOP COATS SHALL BE U., OIL RESISTANT ENAMEL, BRUSH TYPE OR APPROVED EQUAL. N 0SHALL HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE t,' ---- . STENCIL FAC 0 HYDRANT BARREL E DISTANCE 2 TE L oN E F YD B LATH D NCE FROM HYDRANT TO GV. IN FEET WITH 2 BLACK LETTERS. n » .. N �, 4 4 O CJ W ..�. � .� >...��,,, � ,,gin. ,., '�,� 3. SURFACE TO BE GRADED UNIFORMLY AROUND HYDRANT 1 3 L / U O - W t r ON B THICK C C PAD FIRE HYDRANT. IN CUT < <, ,. A ,:,:. (38 RADIUS). SLOPE AWAY W/ BRUSH FINISH. 4 INSTALL STIMSONITE MODEL 88-A BLUE REFLECTIVE PAVEMENT MARKER OR EQUAL, HYDRANT SIDE OF THE CENTER LINE OF THE ADJACENT STREET IN DIRECT UNE WITH THE HYDRANT. ,. . 6 6 '� SOIL PIPE d � a N — Q o � FRONT FRONT SIDE 4.— LENGTH AS REQUIRED { ) �. L A 18 : .� ra + NOTES. 1. ROCKERY TYP TA NIN WA T B PROVIDED WH ERE RETAINING LL o E o D ERE VALVE MARKER POST BLOW OFF ASSEMBLY cy o O N N > . , �,.. � .... A O NECESSARY IN CUT OR FILL AREAS... 2. NO GUARD POSTS. VALVE MARKER OST WILL vE R P L BE MARKER POST O o *SEE NOTES REQUIRED UNLESS VALVE 1S IN PAVEMENT AND TOP OF VALVE BOW OFF MARKER POST WILL r �- ,. ,. BOX IS AT FINISHED GRADE, BE REQUIRED .UNLESS BLOW—OFF IS IN PAVEMENT. N Z TEOFFSET E PLUGGED CROSS s �'• A 6 .THICK LONG PA D 4 1/4" DIA. X Jr� A, 2-1" BARS ; < � F \ r / , 18 A FACE OF VERTICAL 1 1 CLEAR EDGE OF PAVEMENT A +I 2 HMA PAVING 1/8" MIN. THICKNESS R J 0 U Q' O A r d Q. c T r r > < a , .. \ ... l fA .. a .o ,> , a ""'77, ! CUR B TYP.. 8 TO 9 VERTICAL— A VE L _ _ MIN.. 3 0 1 4 CAST IRON 8 2 cs o VALVE BOX W UD 1/4-/ RAKE.` A MARKED WATER B THICK z _ SERIES 9408 OR AS a G. MATCH EXISTING GRADE I/. 1 CLEAR 1 METAL STOCK LENGTH AS REQUIRED h 0 _ a a 1 ,452 ,ri tigb IRE HYDRANT IN FILL>r CON P C AD APPROVED Y DISTRICT VED B8 SIDE WALK .- « �,.,. ,. �, , 3 2 > f r < d l / \ r a A FIRE HYDRANT LOCATION MAx x. . Hs �. I 3" MIN. < < 7 `_ALTERNATE VERTICAL BEND PLUGGED R U CROSS IN CUT OR FILL VARIABLE A " H ` 18 -24 CAST IRON 0 PROTECTIVE PAD VALVE w LYE BOX UD VERTICAL BEND 8 GA VALVE FILTER FABRIC TE ALL AROUND ` : ( ) A W R "WATER" MARKED ATE SERIES 9408 OR AS A . 8 I. PIPE ... CL S2 D. •r APPROVED Y DISTRICT VE B D5 ., < . � r ,� . � , ATERMAIN r STEEL .SHIM PLATE _ I coNCRETE < . � 2 1 4 CUBE (INSIDE MEASUREMENTS) f, THRUST BLOCK 1/8' MINIMUM THICKNESS. 1 2 YARD 1 1 4" 4NWAW A / / 4x8 x16 MIN,WATERMAIN PROTECTIVE PAD-/ NOTES: o m � F WASHED ROCK CONCRETE BEARING BLOCK PLAN SECTION NOTES. 1. ALL CONCRETE FOR BLOCKING SHALL BE A BLANK PLUG FIVE 5 SACK MIX: O A s THICK coNc.; VALVE BOX PROTECTIVE PAD O SURFACE. LENGTH AS REQUIRED TO PUT OPERATING NUT TWO 2 FEET FROM SURF C { ) PAD EXTENSIONS ARE REQUIRED.. WHEN THE VALVE NUT IS MORE THAN FOUR 4 2. ALL BLOCKING SHALL BE POURED AGAINST FIRE HYDRANT ASSEMBLY NOTE: FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO 2 FIRM UNDISTURBED EARTH. PLUGGED END FOR FIRE HYDRA T PLAN VIEW N MARKER POST SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT, A FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. LETTERS SHALL BE 2 HIGH AND STENCILED IN BLACK PAINT. MARKER FUTURE EXPANSION OST SHA E LOCATED 10 FT. MIN, AWAY FROM EDGE OF ROAD WAY. P LLB L (MIN.) ALL EXTENSIONS ARE TO BE MADE OF STEEL SIZED AS NOTED AND PAINTED ' +00 WITH TWO 2 O COATS OF METAL PAINT. '� a a —y o0 o FIRE HYDRANT BOX PROTECTION w CONCRETE BLOCKING DETAIL w ASSEMBLY-VERTICALCUR BEXTENSION .VALVE. w PAD AND MARKER w VALVE OPERATING NUT o o �J 4 j a �o 3 O W r U °z 1 NTS 5 NTS 1 NTS 3 14 NTs �� z Q. Qa DQ �a aQ w O c>; p z U o Y 00 41 w d J in O c� N Za a 0 ----_ _ / yr W $ 2 coW D w a 3 �.. , \ N to W o H H _ 1 1 MIN.. 2 MAX. FROM INSIDE z O o z a FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES): o y COMPRESSION PACK JOINT ADAPTER MUST BE CAPABLE OF W N .. RECEIVING 3/4- OR 1 ANGLE „ "STOP WITH NO ADDITIONAL. FOR STANDARD 5/8 x3/4 METER. Q v o w FITTINGS USE. 3/4 ANGLE STOP W/LOCK cn x NG FOR NO. KV63-342W OR � D H - ... _ 1 HI MOL PLASTIC PIPE, CL 200 MUELLER H 14259 SERIES. H H .FOR 1 METER, USE 1 ANGLE STOP W LOCK WING FORD N0. KV63-442W OR MUELLER H-14259 SERIES. MID -STATES PLASTIC HDPE METER BOX NO. BCF132412B S ` LL SINGLE SERVICE - W 0 Z I-- O Q�r J L.L. Z W Q W F- NOTES: -� UJI ...... :... ; , , r.l.� W A Y THE 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED B E : :� DISTRICT. . _:...... ............. ....: A A FROM POWER VAULTS 2. WATER METER BOXES SHALL BE MINIMUM OF 5 FEET 0 ... ,...: _ . �/ W Q Q A A A MINIMUM OF HANDHOLES, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE U FEET FROM OTHER WA R METERS SERVICES, FIRE HYDRANTS AND BLOWOFF 3 EE 0TE E, N .. , ::-� r � � V Z ASSEMBLIES. S Q Q . R X A SUPPLIED DEVELOPER OR CONTRACTOR AND SHALL BE PER 3 METE BO SHALL BE SU PLED BY DE R �! W W F— - — STANDARD DETAILS W-17 AND W 18. r� VJ Q CARSON "WATER" LID #13244252 MARKED WATER - Cly HDPE METER BOX NO. w TYPICAL SERVICE DETAIL, w BCF132412B FOR 11I METER.. - BASE MAP 16 NTS 1 8 NTS SHEET 4 OF 6 DRAWING - CORPORATION STOP FORD FB500 OR MUELLER H-9969 .,.,., ,..._. W...�... (IPT) METER .BOX LID METER BOX LID. �/, T < METER .BOX LID METER BOX LID � METER BOX TYP METER BOX TYP \. WATER SERVICE (TYP) (TYP) � f ANGLE BALL ANGLE BALL ANGLE BALL E ANGLE BALL o POLYETHYLENE PLASTIC ROMAC 202 -S ---,,VALVE VALVE VALVE VALVE STAINLESS STEEL PIPE WITH FORD N0. 72 0 » „ � STRAP SADDLE STIFFENER INSERTED. IN ,. �. � < f , , 10 MIN, - 12 MAX. • � � � �, �, ... .,, F. �� , ,w, „ „ (IPT) OR EQUAL END OF PIPE o 0 s & 1 SERVICES , CENTER CENTER ...,_: m' ,..N.., .. a to —� w FLOW lllllll III SEE NOTE 1 12" SEE NOTE 1 12 z w �k Z —C— � w w » » STANDARD STANDARD � o o , FLANGES FLANGES 4Ld 24 MIN. 24 MIN. a t COMPRESSION PACK JOINT, a it FORD C16-66 OR C16-77 ORa. Q o MUELLER H15454 C 00 E L2 ,. IRON PIPE SIZE _ 1 12 12" : LOCKING 2� � L 3 LOCKING <_ ! WING NUT cv WING NUT o M L 0 N CLASS 52 ` H 0 4 i (\`\— M 1 N Q PLASTIC o 0 < r DUCTILE IRON CL. 200 � a WATERMAIN INLET OUTLET >- I FLOW FLOW— � � m LOCKING LOCKINGY N .- O _•....:: ..�_ �._� : ��:...:_ . _�W_W. W�_��� _..��M PLAN CAP OR PLUG CAP OR PLUG z BALL. VALVE , METER BOX TYP METER BOX TYP ( ) BALL VALVE (TYP) 2 BEYOND (2 BEYOND / I ( .. METER BOX METER BOX , SEE NOTE 2 COMPRESSION . £ : CORPORATION STOP A. R J E O : , PACK JOINT ELEVATION VIE A o A tf � •� EQUAL DIST. r : INLET OUTLET ELEVATION EN VIEW ,r. i O : SR E TE C r � E R < ,b W t o ; ......... .. .:. GENERAL NOTES. NOTE 1• EUA L DIST. .. Q .. e <. <. „ „ 1 1 METER 13 N NRA T 2 ,. ,... , ... G E L NO ES. < ..• E OTE 1• 6 -..., •....,..",FORD CUSTOM SETTER 1-1/2"' . VBB7 12B 11 6 :D M E6 j� „# t 2 METER 151/4" I L _N A „ ....... 1V 7 1 11 7 1525 1 2 METER 13FORD CUSTOM SETTER 2 BB 7 2B 7 ......... FORD CUSTOM SETTER 1-1/2": VB876 12B 11 66 „ CU TO ETT 2 METER - 15 1 /4 » STIFFENER INSERT FORD CUSTOM SETTER 2 . VBB77 12B 11 77...1525 10f # METERS TO BE :SUPPLIED AND SET BY THE DISTRICT. ,.:,.,. NOTE 2• COMPRESSION PACK JOINT: METERS TO BE SUPPLIED AND SET BY THE DISTRICT. ' ABOVE REFERENCED PART NUMBERS REFER TO ITEMS PACK JOINT. FOR 1-1/2" DIA. USE FORD Y 0 CO,NC. THESE OR MANUFACTURED B FORD METER BOX 0 „ C86-66 PACK END LP.S. , F R I # { ) FOR - IA. ABOVE REFERENCED PART NUMBERS REE TO ITEMS - 0 1 1 D USE FORD 2 EQUIVALENT FITTINGS TO USED, A EQ LET I E ROMAC 20 2 S OR EQUAL. 1. THE ANGLESTOPS MUST BE EQUAL DISTANCE FROM THE LONGITUDINAL SIDES OF THE _ MANUFACTURED BY FORD METER BOX CO, INC. THESE OR PA N .P :STAINLESS STEEL 86 66 CK END I .S. EQUIVALENT FITTINGS TO BE USED. „ METER BOX. THE OUTLET OF THE ANGLESTOPS MUST BE BETWEEN 10 AND 12 BELOW Q WATERMAIN OR EQUAL. FOR 2 DIA. USE FORD METER SETTER TO BE APPROVED BY THE DISTRICT PRIOR „ „ , � STRAP SADDLE 0 L. THE BOTTOM OF THE METER BOX LID. THE ANGLESTOPS MUST BE BETWEEN 1 AND 2 IPT OR EQUAL „ C86-77 PACK END LP.S. TO BACKFILL. Q R i A P I R -`FROM THE LATITUDINAL END OF ,THE METER BOX. AND MUST BE VERTICAL 90 TO ( ) FO 2 D A. USE FORD METER SETTER TO BE P .ROVED BY THE DST ICT PRIOR { ) _ OR EQUAL.. - TO BACKFILL. C86 ?7 PACK END LP:S. GROUND LEVEL.: # { ) 'METER BOXES TO BE SUPPLIED BY DEVELOPER OR ELEVATION • O OR EQUAL. NOTE 3• CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY METER BOXES TO BE SUPPLIED BY DEVELOPER OR PLASTIC, INC. METER BOX COMPANY. 2. THE ANGLESTOP CONNECTION ON THE CUSTOMERS SIDE OF THE METER MUST.. REMAIN IN MID -STATES , NOiE 3• CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY METER BOXES SHALL BE INSTALLED A VERTICAL POSITION AFTER THE CONNECTION TO THE CUSTOMERS LINE HAS BEEN NOTES: - AS FOLLOWS. MID .STATES PLASTIC INC. METER BOX COMPANY. COMPLETED. METER BOXES SHALL BE INSTALLED , 1. SERVICE LINE FITTINGS: CAST C800 WATER WORKS BRASS. AS FOLLOWS: 2 -HDPE METER BOX BOTTOMS 3. THE METER BOX MUST REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE IT NO. BCF1730128 STACKED i & S BY-PRODUCTS. 2. MUNICIPAL SERVICE PIPE. IRON PIPE SIZE ID, ASTM D-2239,SIDR 7 PE 3408 2 -HDPE METER BOX BOTTOMS UPON EACH OTHER. PLASTIC WITH 16 GAUGE RACE WIRE. . N0. BCF173012B STACKED ) TRACER (HI -MOL UPON EACH OTHER. 1 - HDPE METER BOX SUPPLIED BY DEVELOPER/CONTRACTOR. METER BOX SHALL BE PER 1 HDPE METER BOX LID N0. - _ - BCF1730. STANDARD DETAILS W 17 AND W 18, - 3. CORPORATION STOP VALVE INSTALLED ..PARALLEL. TO WATERMAIN. 1 HDPE METER BOX LID N0. co BCF1730.Q � '� Gt) a. 0:. O J J Lo WATER SERVICE CONNECTION 11/2" &21METER SETTERS 11/2" & 21 METERS,SETTERS J wINSTALLATIONp Q Q METER w ANQ LARGER( ALTERNATE N0.1 N0.2 W �■ ) W W Lu .NTS z NTS NTS NTS... I- a , a to Q W 19 20 21 22 m Qa as w a x o oQ aQ o o U � METER BOX LID METER BOX LID a METER BOX METER BOX LID LIDA SEE PIPE METER BOX TYP METER BOX (TYP) ANGLE BALL ANGLE BALL SLEEVE DETAIL ANGLE BALL ANGLE BALL VALVE VALVE VALVE VALVE 6BLOCKING 6,. 12 ,r ,r f t., CENTER CENTER PIPE SIZE VAULT SIZES CATALOG # VAULT # COVER #, BASE # 3'' & 4" 575—LA 575—BL 57TL-30C 575 -BL 6" & 8" 4484—LA 4484—ML 4484TL-30C 4484—BL 10" 5106—LA 5106—ML- 5106TL-30C 5106—BL 4. " SEE NOTE 1 12 z SEE NOTE 1 12 5 GENERAL NOTES. U. 12 �4 M Y STANDARD 13 � � m STANDARD 10 _ VENT BOX SHALL BE O = w o FLANGES 1, PAINT ALL INTERIOR METAL INCLUDING PIPE VALVES AND FITTINGS WITH TWO COATS OF EPDXY AS FLANGES � 3 STANDARD WATER � � ©J � J :x n w /-STANDARD « „ APPROVED BY THE DISTRICT. USE TNEMEC SERIES 135 CHEMBUILD, MODIFIED POLYAMIDOAMINE EPDXY. V METER BOX PER 24 MINrt�. «, P MANUFACTURERS INSTRUCTIONS. to 24 MIN. DETAIL W-17. APPLY PER M N C h BRASS PIPE �'� [ED� ;.� � � � INSTALL ON VAULT � o z a PLAN SEE BY-PASS DETAIL • 'SIDE WITH THE LEAST 2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT € •. _ O 1 4"-12"-1 CONFLICTS. DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. n 12 12 2 12 _.. ,.... v o FINISH \\GRADE -- 3. ALL ACCESS COVERS MUST BE "WATER" &BELOCKING & TRAFFICBEARING AS R EQ> D BY DIST.-HOLES (SEE STANDARD DETAIL W_25SQUARE HATCH MAY BE USED,HI MOL WITH THREE (3) TAPPED 5/8 PLASTIC .. SUBJECT TO APPROVAL BY p CL. 200 .: . . , rn K 4. CLASS 52 D.I. PIPE IS REQUIRED. W N CAP OR PLUG CAP OR PLUG WATERTIGHT v o , METER BOX TYP ,. ' � } „ MATERIAL LIST � z METER BOX (TYP) B YOND SEALED L (2' BEYOND {2 E 3 3/4 90 PVC METER BOX BEND ) SEE NOTE 2 METER BOX) 1 HATCH CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER SEE 3 ABOVE). " O c # ) ,:' 3/4 ELECTRICAL ELEVATION END VIEW PVC CONDUIT 5 2 LADDER RUNGS CAST IN PLACE 3/4 GALV. BAR AT 12 O.G. OR FABRICATED ALUMINUM LADDER V END VIEW O ELEVATION � SECURED AT TOP AND BOTTOM. 4 4 Q CONCRETE VAULT— SUBMIT DETAILS FOR APPROVAL(SEE TABLE ABOVE). N c2: 6 13 8 1 2 NOTE 1• GENERAL NOTES. 6 • ., 4 DETECTOR DOUBLE DETECTOR CHECK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION Z O IN WASHINGTON STATE. TYPE SHALL BE APPROVED BY THE DISTRICT. 1-1 2 METER - 13 r 0 • GENERAL NOTES. / - _1 _ _ � 0 r. :NOTE 1 • _ FORD CUSTOM SETTER 1 1 /2 . #VBB76 2B 11 66 (n 2 METER - 15 1/4 ». A A " „ FORD CUSTOM SETTER 2 . VBB77-128-11-77-1525 5 VALVE TWO EACH, AWW , FLANGED OS & Y GATE VALVES WITH HANDWHEELS. MUST BE - U) J 1-1 /2 METER = 13 # O FORD CUSTOM SETTER 1-1/2": V6676 -12B-11-66 V — M E# £, LOCATED INSIDE OF VAULT. 2" METER = 15.1 4" N.42J'~ZL Z M / FORD CUSTOM SETTER 2. VBB77.12B 11 77 152 S 5 METERS TO BE SUPPLIED AND SET BY THE DISTRICT • COUPLING ADAPTOR- TWO EACH CAST IRON FLANGE BY MECHANICAL JOINT WITH RESTRAINT. W ..COMPRESSION PACK JOINT.:. 9 ,-, 6 C L G AP , CONC. ,. 12 12 MIN SEE PIPE O �/� NOTE 2• h (� METERS TO E .SUPPLIED AND SET BY THE DISTRICT. „ BMING ETE B ABOVE REFERENCED PART NUMBERS REFER TO ITEMS v, 1 1 A. FORD » W FOR /2 DI USE ,� ., .. .. .- , ,.:..: h SLEEVE DETAIL ACK JOINT: 7 FLOOR DRAIN 4 PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH. 5 Q COMPRESSION PMANUFACTURED BY FORD METER BOX CO, INC, .THESE OR , , . • � . � �?.: . • , �� s :, . O � X 86-66 PACK END L.P.S.. #C ( ) ALTERNATE: WATERPROOF VAULT w XYPEX & SUMP PUMP. ALTERNATE MUST BE ABOVE REFERENCED PART NUMBERS REFER TO ITEMS EQUIVALENT FITTINGS TO BE USED. / FOR 1-1/2" DIA, USE FORD ORE UAL. '"� W Q APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN IS L+ (� MANUFACTURED BY FORD METER BOX CO INC.. THESE OR �► 86-66 PACK END LP.S, Q #C { ) » g EXTENDED OVER 300 FEET. ..EQUIVALENT FITTINGS TO BE USED. FOR 2 DIA. USE FORD METER SETTER TO BE APPROVED BY THE DISTRICT PRIOR ELEVATION T OR EQUAL. E A ION Z 7 „ � _ < W 86-77 PACK END LP:S. TO BACKFILL.. 8 WATER METER - 5/8" x 3/4!' TO BE INSTALLED BY THE DISTRICT. Z FOR 2 DIA. USE FORD METER SETTER TO BE APPROVED BY THE DISTRICT. PRIOR OR EQUAL. Q Q TO BACKFILL: METER BOXES TO BE SUPPLIED BY DEVELOPER OR W #C86 77 (PACK END LP.S.) 9 PIPE STAND 1 SCHEDULE 40 GALVANIZED PIPE STAND &BASE BOLTED TO FLANGE. Q TO BE INSTALLED PIPE SLEEVE O � o OR EQUAL. NOTE 3• CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY DouBLE CHECK r , V - BY DISTRICT Z METER BOXES. TO BE SUPPLIED BY DEVELOPER OR MID STATES PLASTIC' INC. METER BOX COMPANY. VALVE w PORrs LEAD &OAKUM » » • � :. T 3 4 BRASS WITH 3 4 PLUG. METER BOXES SHALL BE INSTALLED 10 EE / / G LL GATE 11 a. OR EPDXY O �+�,. CONTRACTOR. METER BOX SHALL BE MANUFACTURED BY O MID .STATES PLASTIC, INC. METER BOX COMPANY.. AS FOLLOWS. VALVE SEALANT W METER BOXES SHALL BE INSTALLED- A VA VE 3 4 BRONZE BYPASS GATE VALVES ASTM 862). • 2 -HDPE METER BOX BOTTOMS PIPE 11 GTE L / {t— AS FOLLOWS. U) �j N0. BCF173012B STACKED C-' '—'iO 0 V i O .. Q 12 WATER MAIN CLASS 52 D.L. PIPE WITH RESTRAINED JOINTS. 2 -HDPE METER BOX BOTTOMS UPON EACH OTHER. GATE VALVE 11 , CEMENT EN T DRY � E NO. BCF173012B STACKED i — TEE PACK ST POR � 0 TE T TYP UPON EACH OTHER. 1—HDPE METER BOX LID N0. TEST VALVES 13 WALL FLANGE TWO EACH 3J4 90` BEND BCF1730. '' ^^ V♦ _ BY-PASS DETAIL BRASS PIPE PIPE * ADDITIONAL DETAILS 1 HDPE METER. BOX .LID NO. ( ) SLEEVE DETAIL SEE SHEET 1 FOR ADD TIO L BGF1730, SHEET 2 OF 2 SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS SHEET 1 OF 2 11/2" & 2"..IRRIGATION METER 1 1/2nIRRIGATION & 2r IRRIGAT1N MET R DOUBLE CHECK DETECTOR OR DOUBLE CHECK DETECTOR w SETTERS ALTERNATE N0.1 w SETTERS ALTERNATE N0.2 W BACKFLOW PREVENTION ASSEMBLY rw BACKFLOW PREVENTION ASSEMBLY BASE MAP 23 NTS 24 NTS 2A NTS 25B SHEET OF DRAWING » ui 8 O SUBGRAD MIN. ORGANIC TOPSOIL E TOPSOIL PER KCC 16.82.100 o- w t - Q 2 0 » » O PIT RUN 3 MINUS P 95% COMPA PIT RUN 3 MINUS 3 MIN.. CTON CRUSHED ROCK . 95% COMPACTON z a 3 MIN. � z _ (� CRUSHED ROCK 5/8' -1 1 2 » z w z 5/8' 1/2" a U a 0 � o W r > v NATIVE MATERIAL IF o - W ' APPROVED BY DISTRICT » NATIVE MATERIAL IF PIT RUN 3 MINUS � � (n PIT RUN 3 MINUS a 30"x6" LOCKING RIGHT-OF-WAY APPROVED _ K NG FRAME AND so% COMPACTION P ED BY RIGHT OF WAY PACTION CRUSHED ROCKa o 90% COMPACTION. COVER AGENCY CONSTRUCTION » DISTRICT AND CRUSHED ROCK _ 5/8» 1 1/2 »_ » PERMITTING A 1 REPRE AGENCY 5 8 1 /2 ENTATIVE � O O N N Q O O 12" MIN.90% COMPACTION 2» MIN. 90% COMPACTION � a� 0 0 r to o a nn nn oUSAND-SOILN u OENGINE R AP E APPROVAL SAN D SOIL 0 ao ENGINEER APPROVAL 0 & COMPACTION TEST REQUIRED EQ ED COMPA 0 CTI N TEST REQUIRED C7 0 o d = 0 GRA VEL 0 PEA GRAVEL PEA 5/8- MINUS CRUSHED 5/8- MINUS CRUSHED R A. J _D 0 0 0 0 0 O o a a a a 0 4. o A s U A d D 0 0 0 0 0 R �Y l d a a a a a a a 0 0 0 0 o 0 0 0 a a a 0 0 0 6 MIN. 6„ MIN. 0 t a a a a l l 0 o WAT ER 0 oa0a 0 00 0 0 aC I a 4>5s2�30 SOILS EN(NEERING 90% COMPACTION 2»_4„ ROCK 0R 2_4 ROCK OR OTHER MATERIAL SOILS ENGINEERING 90% COMPACTON. OTHER MATERIAL 0 AL 0o oa DETAIL NEEDED LISTED ABOVE DETAIL NEEDED LISTED ABOVE0 0 I� o0c00a 0 0 0 a o a o a 00 O O O O O o a a a a 0 a a a 0 0 o .:.NOTE . S 0 o e N 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY o o PARKING LOTS, PAVED AREAS, AND NON PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND RIGHT-OF-WAY AGENCY CONSTRUCTION REPRESENTATIVE. 3. TRENCH BACKFILL, BEDDING AND MATERIAL UTILITY VAULT CO: TO CONFORM TO RIGHT-OF-WAY AGENCY TAPPED 5 8” N C THREAD 30” x 6" SPECIFICATIONS AND DISTRICT STANDARDS TRENCH WIDTHS NOMINAL MINIMUM PIPE DIAMETER EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 24 36 8 24 24 36 12 28 28 40 OTES. 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO PERMITTING AGENCY SPFCIFICATinNS ANIS IIICTRIrT QTAKInARf1c TRENCHIMDTHS NOMINAL PIPE DIAMETER MINIMUM MINIMUM EARTH ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 36 6 21 24 - 36 8 24 24 36 12 28 1 28 40