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HomeMy WebLinkAbout20251107_PJA25-0056_Civil Plans SECTION 22, TOWNSHIP 31 NORTH, RANGE 09 EAST, W.M. m Z 7TH CITY OF ARLINGTON BOYS AND GIRLS CLUB ARLINGTON 89TH TH 188TH ST NE W 0 SHEETINDEX LEGEND NOTES: SHEET NO. SHEET DESCRIPTION O C1.0 COVER SHEET g\NE SEWER MANHOLE CONC.BOLLARD 1. FIRE SPRINKLER SERVICES SIZE SHALL BE SITE o N 0013 00 o CLEAN OUT Icw IRRIGATION CONTROL VALVE VERIFIED BY SPRINKLER DESIGNER. ARLINGTON � N Le affi C1.1 WATER PLAN ❑ CATCH BASIN A HYDRANT 2. WATER SERVICE SIZE SHALL BE VERIFIED BY MUNICIPAL �2a C1.2 DETAILS PLUMBING CONTRACTOR. AIRPORT z r CJ ' w @ CATCH BASIN TYPE 2 WATER VALVE Q A P�gOJ o POWER POLE ® WATER METER ADDITIONAL UTILITY NOTES F c © ELECTRIC VAULT LIGHT POLE o Woo NOS g 0 40 Bo 1. ALL WORK SHALL MEET CITY OF ARLINGTON ADOPTED FIRE CODE Feet ® CABLE VAULT HANDICAP PARKING SIGN AND CITY DESIGN STANDARDS. o cFo Do GAS METER EXTRUDED CURB 2. UNDERGROUND FIRE MAINS SHALL BE TESTED AND FLUSHED 22 m QRepNGh ' o PRIOR TO CONNECTION TO ABOVEGROUND SPRINKLER SYSTEM 180iH siEET HE z F 23 a N m GAS VALVE -o o-CHAIN LINK FENCE PIPING.INSTALLER SHALL BE WA STATE"U"LICENSED AND SS SEWER LINE W WATER LINE PROVIDE CONTRACTOR CERTIFICATION OF THE INSTALLATION m REVISIONS MATERIALS AND TESTS UPON COMPLETION.AN APPROVED PLAN VICINITY MAP w WATER LINE c GAS LINE OF THE UNDERGROUND SPRINKLER SYSTEM PIPING SHALL BE SCALE 1"=1000' v Cl) PROPERTY BOUNDARY EDGE OF ASPHALT AVAILABLE ON THE JOB SITE. 3. CONTACT ARLINGTON FIRE DEPARTMENT AT 360-629-2184 TO m X. N / ---------^PROPOSED WATER SCHEDULE FIRE INSPECTIONS AND TESTING.INSPECTIONS ARE ARCHITECT/CONTACT CIVIL ENGINEER LLI O N"a $ REQUIRED FOR HYDROSTATIC PRESSURE TESTING OF FIRE lJ.l N M c MAINS AND FIRE FLOW FLUSHING OF THE PIPING. ADAM CLARK DAVID HARMSEN,PE >_ CITY OF ARLINGTON 4. RPBA AND DCDA DEVICES TO BE LOCATED IN MECHANICAL 2812ARCHITECTURE HARMSENLLC Z W No ROOMS.COORDINATION WITH MECHANICAL DRAWINGS. 2812 COLBY AVE 2822 COLBY AVE,STE 300 C4 WATER SYSTEM CONSTRUCTION NOTES: 5. ON-SITE INSPECTIONS ARE TO BE PERFORMED BY THE CITY OF EVERETT,WA 98201 EVERETT,WA 98201 0 > ARLINGTON CROSS CONNECTION CONTROL SPECIALIST AT PH:425-252-2153 PH:425-252-1884 Z 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT ROUGH-IN AND FINAL-PRIOR TO ACTIVATION OF THE WATER EMAIL:adam@2812architecture.com EMAIL:davidh@harmsenllc.com 00 l EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ANY SERVICE.48 HOURS NOTICE IS REQUIRED PRIOR TO INSPECTION. W (n I I � CHANGES TO THE DESIGN REQUIRE CITY APPROVAL. OWNER SURVEYOR 00 J KING FAMILY TRUST DIRK WEIMANN 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS 24025 1ST AVE NE RIVER CITY LAND SERVICES AND SHALL BE APPROVED BY THE CITY PRIOR TO DELIVERY TO THE JOB SITE. STANWOOD,WA 98292 PO BOX 171 / MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO SNOHOMISH,WA 98291 SCHEDULING APRE-CONSTRUCTION CONFRERNCE. p o zoo 400 LEGAL DESCRIPTION cpo 0 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52 UNLESS F.M 1 W SEC 22 TWP 31 RGE 05W1/2 NWi/4 NEa OTHERWISE APPROVED BY THE CITY. H 7 W 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO 18 FlNAL JOINT MUST Vl o Z INSTALLATION. PTO O� 188TH STREET NE BE BAW-Gln SAW-CUT OR ONE DRILL C MIN ASPHALT i9ti��.O� UNDERLYING CONCRETE CONCRETE UJ Do E%158NG ASPHALT W 569.57' S88'07'40"E CONCRETE Q 111111111111111177-1 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES wit -_ BY CALLING ONE-CALL UNDERGROUND UTILITY LOCATOR(1-800-424-5555)48IZ HOURS PRIOR TO CONSTRUCTION. COSTING CEMENT = O CONCREE EXISTING6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE N R Q CONTRACTOR AS REQUIRED BY OSHA AND WISHA. NW = o BUILDING uJ E%LSTING ASPHALT coNalErE OVER OrMENr ooNORETE oo N / 28,�83 S.F. 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE Z WHEREVER POSSIBLE.THE DEPTH OF COVER SHALL BE TYPICALLY 36 INCHES(3 ASPHALT CONCRETE(3-MIN) FlNAL JOINT MUST REPIACEMENT PATCH TO BE 1' LO / FEET),AND MAY R A TO 60 INCHES(5 FEET)WITH THE APPROVAL OF THE CITY W BE SAW-CUT THICKER THAN PREVIOUSLY E ISTED a HA ENGINEER.WATER MAINS UNDER THE STATE(OR COUNTY)HIGHWAYS SHALL MEET D 4�ap THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT(OR SNOHOMISH COUNTY). Z W f2• nc z 0 8. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE > EXISTING ASPHALT - CDF i MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTIONS.BENDS MAY BE w CONCRETE 1 33745 REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN EASEMENTS OR - dL•/g(g.,4�+ PUBLIC RIGHT-OF-WAY. _ - 8115T]ING ASPHALT OJNORETE OVER PIt�M®GRADE ONAL G h AREA OF o Z WORK 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY 0 PERMANENT STRUCTURES WITHOUT THE PRIOR APPROVAL OF THE CITY Z iV CEMENT CONCRETE(8-MIN) ENGINEER. - REPtACEMEWT PATCH M BE 1- C _ ____--- V N FINAL. MUST THICKER THAN PREVIOUSLY DUSTED BE SA M - 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW D CONSTRUCTION PASSES PRESSURE AND PURITY TESTS,AND HAS BEEN EXISTING CEMENT J APPROVED AND ACCEPTED BY THE CITY. CONCRETE f2x O CDF 11. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM,CONTRACTOR SHALL '" i Z N �777FIELD VERIFY THE LOCATION,DEPTH AND MATERIAL OF EXISTING WATER MAINS AT r AREA OF pQy OVER p�pgRm GRADE W N 7/. A A a THE POINT OF CONNECTION. WORK ] O F t Z W 12. ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE NOTES: dI W 3 U = FROM SANITARY SEWERS.WHEN WATER LINES CROSS SEWER LINES,THE t.ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILTEO AND PATCHED WITH TEMPORARY y Q _ MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. -CAT THE END of EACH WORK DAY,UNLESS PERMISSION IS GRANTED TO DO OTHERWISE {[ _-' W THE CITY ENGINEER. Z D. '___________ 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE 2.%TEMPORARY PATCNES ON TRENCHES ST BE PERMANENTLY PATCHED WmIIN 2 WEEKS OF m Z O p - COMPLETION OF WORK WITHIN THE ROADWAY AREA CONTRACTOR IS REQUIRED TO USE AN APPROVED METER AND DCVA.THE Z M Z U U 0 HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT 638.95, S88"07'36"E BACK-SIPHONAGE THROUGH THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE O�tr o oePAmWBxr or ueuc WORCR STANDI,�D L O (�, J CONTRACTOR WILL TIE INTO THE EXISTING SYSTEM,USING DISINFECTED SLEEVES STANDARDPDETAILS NUMBER 00 a AND SPOOL PIECES. SITE OVERVIEW 0 SCALE.1"=200' ♦ft4�= PAVEMENT PATCH R-140 Z 0 14. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY J AUTHORIZED REPRESENTATIVES OF THE CITY CAN OPERATE VALVES IN THE CITY SITE INFORMATION WATER SYSTEM. CITY OF ARLINGTON a ® SITE ADDRESS: 18513 59TH AVE NE CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL ARLINGTON,WA 98223 BE DONE THROUGH A CROSS-CONNECTION CONTROL DEVICE,LOW VELOCITY FLOWS MAY BE ENCOUNTERED.THEREFORE,EVERY ATTEMPT SHALL BE MADE TO TAX PARCEL NUMBER: 31052200103100 THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE DATE: KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL 0 PIPE WITH CHLORINATED WATER. ZONING CLASSIFICATION: PUBLIC/SEMI-PUBLIC APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF 09/03/2025 USE CLASSIFICATION: 431 AIRPORTS&FLYING FIELDS THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS JOB#: t++ SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY 16. THE CONTRACTOR SHALL PERFORM TEMPORARY SOIL EROSION AND LOT SIZE: 842,200 SF(19.35 AC) CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE 25-194 SEDIMENTATION CONTROL,DUST CONTROL,NOISE CONTROL,AND TRAFFIC SCHOOL DISTRICT: ARLINGTON SCHOOL DISTRICT 16 OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED CONTROL AS REQUIRED BY THE CITY OR OTHER APPLICABLE AGENCIES. FIRE PROTECTION DISTRICT: NORTH CO.REGIONAL DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF FIREAUTHORITY WATER PROVIDER: CITY OF ARLIN TON LIMITED TO,WSDFW HYIDRAULLIIC PROJECT AIPPRIOVALH PA),WSDOE NOTICE OFRI TENT o - - 17. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS SEWER PROVIDER: CITY OF ARLINGTON (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENLARGED SITE OVERVIEW OF THE RIGHT-OF-WAY PERMIT OF THE CITY OR OTHER APPLICABLE AGENCY. TOR SHALL VERIFY THE ENDANGERED SPECIES ACT. 15 1 SCALE:1 THE CONTRAC Know what's below. "=40' 18. ALL IN-LINE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCK GASKETS. LOCATION OF ALL UTILITIES PRIOR TO ANY BY: DATE Call before you dig. CONSTRUCTION.AGENCIES INVOLVED SHALL Development Services Manager 19. ALL FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. BE NOTIFIED WITHIN A REASONABLE TIME /� PRIOR TO THE START OF CONSTRUCTION. THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE ■0 SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAN OR SITE PLAN APPROVAL. P:\WORK\PROJECTS\2025\25HRM01942812 ARCH-ARLINGTON B&G\CE\DWGGPROJECT131.0 WATER PLAN.DWG 1177/2025 SECTION 22, TOWNSHIP 31 NORTH, RANGE 09 EAST, W.M. i I J � z Z w J� 0 0 U J< a w N NEW FIRE SPRINKLER w ROOM(48 SF)WITH INTERIOR DCDA a 10 zo Fret JS a 0 � � REVISIONS J ,^ ,^ m M V/ V/ ao 0 CAP AND MARK 5'FROM of RISER ROOM,COORDINATE Lu O LOCATION WITH SPRINKLER I.I.I >_ N f`1 DESIGNER N r^p REPAIR SIDEWALK AND 3 Z W N o CURB AS REQUIRED, I a N SIDEWALK PER ARLINGTON DETAIL R-170 IZ cn 0 0 o: T MINIMUM SEPARATION Gq ui 0• (INSIDE EDGE OF PIPES) \ 0 I 4 M W SAWCUT,REMV,AND ` BEND REPLACE PAVEMENT PER APPRO (MATE Z N:427145.14 ARLINGTON DETAIL R-140 SERVICI LINE w p W E:1318923.43 1 I is l Oq >rn > 1-900 6"DI BEND,MJWJk" I J I \ a to o Q THRUST BLOCKING I : I �' Y�i DEFLECT FIRE SERVICE UNDER I EXISTING STORM PIPE ��T WIDTH SAWCUT&PATCH l U W Q) EXISTING STORM — —————— t ,o 6"DI 11_I` DEFLECT FIRE SERVICE UNDER O N R Lp IE 134.20'(i) '� ................................ .................. EXISTING STORM PIPE N W FIRE SERVICE TOP OF PIPE •• ___ EXISTING STORM N ELEV. 133.70 I ; — I : IE 134.30'(t) O,o EXISTING WATER METER T WIDTH SAWCUT I ,;( FIRE SERVICE TOP OF PIPE 3 &PATCH I ELEV. 133.80 HA SD—SD SD SD—SD SD SO SD�--SD SO So�i SD SD SD SD SD SD� Sp —SD SD SD SD So SD S\ SD—SD—SD—SD I o: BEND I N:427145.30 ( 8 LF 6"DI as! z I E:1318972.56 1-90°6"DI BEND,MJxMJ �D 33)45 THRUST BLOCKING W Wv w� W- �UP�UP W WW W WW UP UP- ONALG tih W �I WV W W W W W W-T-W UP 1P UP UP W W v m FDC N:427126.97 J U BEND TEE N:427132.56 (n Z N N:427121.3240 E:1318976.73 E:1318923.5303 1-45"6"DI BEND,MJxMJ I W 00 z 1-8"x6"TAPPING SLEEVE THRUST BLOCKING (} 7 01 Z (EPDXY COATED) *a W Q ~ Ja + 1-6"TAPPING GV,FLxMJ 0. THRUST BLOCKING I Q Z jr I.- F - - Z t�, z O � 9 Ln Z Q U WATER DEPTH: zi TYPICAL LINE DEPTH IS 3 FOOT TO TOP OF PIPE.SEE SPECIFIC CITY OF ARLINGTON REQUIREMENTS AT THE TWO STORMWATER CROSSINGS. Q CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE DATE: CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF 09/03/2025 THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS JOB#: SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE 25-194 OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT LIMITED TO,WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. THE CONTRACTOR SHALL VERIFY THE Know what's below. LOCATION OF ALL UTILITIES PRIOR TO ANY BY: DATE Cell before you dig. CONSTRUCTION.AGENCIES INVOLVED SHALL Development Services Manager BE NOTIFIED WITHIN A REASONABLE TIME ■ PRIOR TO THE START OF CONSTRUCTION. THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAN OR SITE PLAN APPROVAL. P:\WORKIPROJECTS�2025\25HRM01942812 ARCH-ARLINGTON B&MCE\DWGPROJECT1C1.0 WATER PLAN.DWG 11/7/2025 SECTION 22, TOWNSHIP 31 NORTH, RANGE 09 EAST, W.M. 1/2",4*FULL DEPTH EXPANSION JOINT EVERY 30'.ALIGN EXPANSION 101', a DUMMY JOINTS I CURB V GROOVE WITH JOINTS N SIDEWALK 1/4-DEEP V-GROOVE (TYp) 1 4 DEEP . ... 4 z DUMMY (TYP) 1/2"xl-1/2" o .0. M JOINT 15'C/C 0 1/2"x I 1d2' BUILDING DI STEEL .J II PIPE DUMMY AT EXTERIOR WALL I I C C 5 c7c 4�-36:FOR PIPE D 12-OR SMALLER 48 FOR PIPE DIA.OVER 12" MO.DEPTH SHALL NOT EXCEED 60" SLEEVE mm PLAN WATERTIGHT 5'MIN- FLOOR 1/2*x 1/2 FULL DEPTH GRADE EXPANSION JOINT EVERY 30' CURB&GUTMR PLAN VIEWS O •`�:O THRUST BLOCK 9 • 4 CEMENT-LINED S'TYPICAL STRUCTURAL 1�2UM,MY JOINT (SEE NOTE 7 BELOW) FOOTING DUCTILE ARON (CL52) FLANGE NO SPIGOT REVISIONS IN . . . PIECE(SEE PLAN 2% CEMENT CONCRETE SIDEWALK FOR PIPE DIAMETER) -t c) TYPE I CURB&WITTE V) V) mm 0 SEE STD DETAIL R-110 7 0) ELEVATION ELEVATION T C4 0) O W)-t C4 c') 2"CRUSHED SURFACING 25 ------------ LU >_ TOP COURSE,COMPACTED SEE W-2 z ui TO 5%DENSITY 3 FOR CONTINUATION c4 0 'u' WAT�RTIGHT TYPICAL SECTION STEEL FABRICATED EPDXY FABRICATED STAINLESS STEEL WATER MAIN NOTES: FIELD 1111 GASKETS/MEGALUG COATED TAPPING SLEEVE TAPPING SLEEVE Lu REQUIRED ON ALL JOINTS FROM VALVE cn 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH AIR TO 90' BEND THRUST BLOCKING ENTRNNMENT(MIN 4.5X-MAX 6.5%). INSTALLED ON DI PIPE INSTALLED ON AC PIPE SEE W-160 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB& GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE MATERIAL LIST: SEE W-220 Z INSPECTOR IN THE FIELD. FOR CONTINUATION 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DENSITY. 024-.24-.4-CONCRETE PAD IN UNPAVED AREAO ku C SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS. @CAST IRON VALVE BOX AND EXTENSION PER STANDARD DETAIL NO.W-190 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY NOTES: @ 6"GATE VALVE WITH RESILIENT SEAT(MUELLER,M&H OR APPROVED EQUAL) WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 1. STAINLESS STEEL TAPPING TEES SHALL HAVE FULL CIRCLE SEAL. O MAINUNE SIZE TEE WITH FLANGE M 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4"RADIUS. 2. STEEL TAPPING TEES SHALL BE EPDXY COATED. 5-D.I.P. CIO 3. ALL TEES AND VALVES TO BE WATER TESTED BEFORE TAPPING. Ld C4 7, SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. MEGALUG >C'n 1% Ya DEPARTMENT OF PUBLIC FORKS DEF�OF PI11RUC WORM STANDARD DETAIL DEP�OF PUBLIC DETAIL DEP�OF PUBLIC WORKS STANDARD DETAIL DO S STANDARD DETAILS X 0 LU y RA[ FIRE IJNR UNDERGROUND W-225 cc S STANDARD DETAIL S - S "'Ma STANDARD S FLOOR FLANGE DETAH U vnnmr ': /n/m STANDARD DETAILS NUMBER STANDARD DETAILS NUMBER 41. STANDARD DETAILS NUMBER NUMBER 0 v®L CEMENT CONCRETE SIDEWALK R_170 TAPPING SLEEVES W-200 FIRE LINE CONNECTION W-220 v®; � N y REQUIRED PAVEMENT SAWCUT(TYP.) HA RESTORATION PER UNDISTURBED R/W USE PERMIT NAT'.:7 "'?i"i �jl SURFACE RESTORATION EXISTING PAVEMENT GROUND AS (SEE SURFACE 1z P S ECInED NOTE 3) COMPACTED 33745 BACKFILL 131 1/4'STEEL (L PIPE ON P COMPACTED TRENCH NEAT U E(TYP-) UNBALANCED CROSS CROSS WITH P" BACKFILL(SEE NOTE /WCUT 41/4;PLA wn TRENCH NOTE 1) I P In COMPACTED D GRANULAR _J BACKRUL PIPE BEDDING ZONE t NLU (SEE NOTES 2) E STEEL THRUST _j z goPLATE BLOCKING PER LLI z STD DETAIL go NO.W160 cy) 0 TRENCH ION PLLmm Tm STA IU u '-n. MATERIAL IF D WHEN PIPE 0... 18" HORIZONTAL DIRECTED ME AS PIPE EDGING). r az _K FACE THRUST O BLOCK AREA REFERS n W TO BACKFACE OF c zUNPAVED AM PAVED M BLOCK MEASURED IN f SQUARE FEET z Ey Z 0 HORIZ rL OF PIPE AND 0D 1/4*sn'rEEL B c' PLATE LOCK 0 THRUST BLOCK DETAIL z NOTES: TEE J WE&CAP 1. TRENCH BACKFILL SHALL BE: -PAVED AREA GRANULAR BACKnU_AS APPROVED BY LOCAL AGENCY,OR PER WSDOT THRUST BLOCK AREA IN SQUARE FEET (SEE STD DETAIL NO W-165) NOTES: CITY OF ARLINGTON 9-03.9(3),OR CDF,OR 5/8-MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT C ML FIRM SILT OR COMPACT SAND COMPACT SAND&GRAVEL 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES COMPACTED TO 95X OF MAXIMUM DENSITY. RM SILTY SAND 9W .5'BEND 1 11 1 4' RV BIN 1 1 4' IV I*aDfl) I DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE CITY ENGINEER. • -UNPAVED AREA SELECTED GRANULAR MATERIAL WITH MAXIMUM DIMENSION OF 6"PER FrMNG BEND ME CAP OR PLUG&22 1/2'BEND ME CAP OR PUJG&22 1/2 SEND ME CA' PLUG&22 1/2 2. ALL BLOCKING FOR HORIZONTAL FITTINGS(POURED IN PLACE)SHALL BEAR AGAINST UNDISTURBED NATIVE WSDOT 9-03.15,COMPACTED TO 90%OF MAXIMUM DENSITY. -4 z7.01 4.2 BEND 9' 21 BEING SEND GROUND OR FILL MATERIAL COMPACTED TO 95%MAXIMUM DENSITY. THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE DATE: 1' 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MINIMUM 1 DAY. PRESSURE TESTING SHALL CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL 5- 13.31 9.4 rZSd. .7 1 4Z 1.4 OCCUR AFTER CONCRETE HAS REACHED COMPRESSIVE STRENGTH(fc). APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF 09/03/2025 2. GRAVEL BACKFILL FOR PIPE ZONE BEDDING SHALL BE SELECTED GRANULAR MATERIAL PER B­ .71 18 (31300 PSI). WSDOT 9-03.12(3),WASHED SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL WITH 12' 53. 'e.1 18.8 1 74"'1 4. ALL BLOCKING TO BE CONCRETE CIL 3000-1 G THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS MAXIMUM DIMENSION OF 1-1/2-COMPACTED TO 95%OF MAXIMUM DENSITY BY APPROVED AREAS CALCULATED ON WO P"MIT PRESSURE'141 1 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE,BUT SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY JOB#: SHALL NOT COVER OR ENCLOSE BELL ENDS,JOINT BOLTS OR GLANDS.ACCESS TO BOLTS AND GLANDS HAND-HELD TOOLS. SHALL BE PROVIDED. CI TY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE 25-194 ®IF ECOLOGY BLOCKS MAY BE USED IN DELI 6. ALL HORIZONTAL BLOCKING THRUST AREAS SHALL BE CENTE ED ON PIPE. OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED 3. EXCAVATE FOR THE PIPE BELL To ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL. OF POURED-IN-PLACE BLOCKING FOR 7. WHERE POURED-IN-PLACE BLOCKING IS REQUIRED AT A POINT OF CONNECTION TO AN EXISTING DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND COMPLIANCE OF FITTINGSIN SHADED PORTION OF TABLE WATERMAJ.THE BLOCKING SHALL BE INSTALLED PRIOR TO CONNECTION WHENEVER POSSIBLE OR AS 4. UNPAVED AREA SHALL BE RESTORED WITH 4-TOP SOIL,FEIRTUZER AND SEED,OR AS RESTRAINED JOINTS MUST BE USED. N ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT SPECIFIED. PAVEMENT RESTORATION SHALL BE DONE PER RIGHT-OF-WAY USE PERMIT,OR DIRECTED I�THE CITY ENGINEER. AS SPECIFIED. FOR NOTES SEE STD DETAIL NO W-165 8. TEMPORARY BLOCKING.IF USED.SHALL BE APPROVED BY THE CITY ENGINEER. LIMITED TO,VV$DFVV HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. a DEPARTWUM OF PUBLIC D STANDARD DETAIL DEP�OF PUBLIC YOM STANDARDDETAIL S D OF PUBLIC WORKS �ITAI:D,1:1.DJAII Kro.whav5 below. STANDARDSTANDARD DETAILS STANDARD PLANS BETA"NUMBER 4IJM. STANDARD DATE mumm Development Services Manager vt®o; Q TYPICAL TRENCH DETAII W-27 0 v�®oi THRUST BLOCK W-160 THRUST BLOCK W_1 65 THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAN OR SITE PLAN APPROVAL. C1 .2 P:\WORK\PROJECTS\2025\25HRM01942812 ARCH-ARLINGTON B&G\CE\DVVGTROJECT\C1.0 WATER PLANDWG 1117/2025