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<br />1/2 CU YD WASHED ROCK
<br />1.-1/2" DRAIN ROCK
<br />FINAL. JOINT MUST
<br />BE S-ITIJt [i
<br />EXISTING A
<br />CONCRETE
<br />EXISTING C'
<br />CONCRETE
<br />PARTS
<br />A, HYDRANTS AND ALL MATERIALS SHALL CONFORM TO
<br />AVV A STANDARDS AND SHALL BE OF STANDARD
<br />MANUFACTURE (MUELLER SUPER CENTURION 250,
<br />WATEROUS PACER / 67, OR CITY APPROVED
<br />EQUAL).
<br />B. 5-1/4" VALVE MINIMUM.
<br />C. 1-1/4" OPERATING NUT AND CAP NUT FOR 2--1/"
<br />MAXRAKE, 1.,/4" PER FT PORTS.
<br />FROM GROUND LEVEL
<br />ti D. NATIONAL. STANDARD THREAD ON 2_1/2" FORTS,
<br />E. S" STO Z FITTING WITH NATIONAL STANDARD THREAD
<br />N THE 4-1/2" PORT,
<br />_ F. IF HYDRANT RISES THROUGH CONCRETE, USE
<br />E EXPANSION STRIP AROUND HYDRANT BARREL PER STD
<br />PLAN 509. IN ADDITION, INSTALLATION OF THE
<br />_ HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR
<br />I L EXCEED THE STANDARDS FOR INSTALLATION OF
<br />TRAFFIC SAFETY VALVE BOX AND EXTENSION PER PUBLIC FIRE HYDRANTS IN THE CITY OF €VERETT.
<br />-
<br />FEATURE BREAK=CIFF
<br />STANDARD RAVIa FLANGE,a45 BREAK OFF GPROVIDE FOR VEHICULAR TRAFFIC
<br />ICPROTECTION WHEN
<br />S ,aS.. r
<br />! R DRAWING
<br />NUTS AND BLIP ,/'l NECESSARY PER S"I'ANDARD DRA'�VIR�.� SCI,
<br />H. STEADIER PORT TO BE FACING STREET OR ROADWAY
<br />\ , \ FOR FIRE ENGINE ACCESS,
<br />I I. BREAK -OFF FLANGE TO BE 2"-4" ABOVE GROUND
<br />DUCTILE IRON TEE LEVEL.
<br />RETAINER (MJ:CMJ FL) OR
<br />LANDS TAPPING TEE (FL) J, INSTALL CONCRETE PAD AROUND HYDRANT IN
<br />UN
<br />PAVED, SOD AND ASPHALT AREAS PER TA4DARD
<br />of
<br />f � DRAWING 508,
<br />�a
<br />K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON
<br />1 CLASS 52, ANY INTERMEDIATE JOINTS TO BE MJ WITH
<br />\ RETAINER GLANDS, OR FIELD LOCK GASKETS.
<br />K L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS
<br />F HIGH GLOSS CATERPILLAR YELLOW, LUXLITE
<br />6100-516 OR TRUST -COL EUM" 7448 CAR APPROVED
<br />C:C3C�C BLOCK GATEVALVE TO N 3 4 EQUAL, THE PART CAPS WILL BE PAINTED BLACK.
<br />(MJ x FL)
<br />Pil PROVIDE FOR A MINIMUM OF T CLEAR ZONE AROUND
<br />6 MIL PLASTIC SHEETING WRAP HYDRANT,
<br />.UNDISTURBED EARTH
<br />ASPHALT CONCRETE (2" MIN)
<br />TO MATCH EXISTING THICKNESS
<br />3AWCUT OR LINE DRILL UNDERLYING CONCRETE
<br />I . _ — 6" MIN CEMENT CONCRETE TO
<br />R;K7.771- MATCH E IS,rINCJ i`HICKNESS
<br />.a
<br />6" MIN CRUSHED SURFACING'I'OP COURSE
<br />SEE STANDARD DRAWING 614
<br />EXISTING ASPHALT CONCRETE OVER EMFE CONCRETE
<br />FINAL 10INT MUST
<br />BE SAUVCU``
<br />EXISTING A
<br />CONCRETE
<br />ASPHALT CONCRETE (3` MIN)
<br />REPLACEMENT PATCH TO BE
<br />J." THICKER THAN PREVIOUSLY EXISTED
<br />S" MIN CRUSHED SURFACING
<br />OP COURSE
<br />SEE STANDARD DRAWING 614
<br />EXISTING I I� CONCRETE R PREPARED GRADE
<br />FINAL JOINT IV1UST
<br />BE SA41VUU I
<br />EXISTING CF
<br />CONCRETE
<br />PAVEMENT
<br />.EMENT CONCRETE (B" MIN)
<br />TEPLACEMENT PATCH TO BE
<br />L" THICKER THAN PREVIOUSPI EXIST ED
<br />3" MIN CRUSHED SURFACING
<br />FOP COURSE
<br />3EE STATNDARD DRAWING614
<br />EXISTING CEMENT CONCRETEOVER PREPARED GRADE
<br />CITY OF EVERETT
<br />PUBLIC WORKS DEPARTMENT
<br />Iti._
<br />C u s RHEFT1 PAU ILHEU ,� � �9%21JTB
<br />a
<br />31/ .G.ULl M1v1111. U..
<br />FIRE HYDRANT
<br />INSTALLATION
<br />NOTES
<br />1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
<br />BACKFILLED ARID PATCHED WITH TEMPORARY
<br />ASPHALT AT THE END OF EACH WORK DAY, UNLESS
<br />PERMISSION IS GRANTED TO DO OTHERWISE BY THE
<br />CITY ENGINEER.
<br />2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE
<br />PERMANENTLY PATCHED WITHIN 2 WEEKS OF
<br />COMPLETION OF WORK WITHIN ROADWAY AREA,
<br />3. CEMENT CONCRETE FOR PATCHING SNP`:ILL BE
<br />COMMERCIAL MIX AS CALLED OUT IN WSDOT
<br />STANDARD SPECIFICATIONS.
<br />-,
<br />CITY OF EVERETT
<br />PUBLIC EPA
<br />Et �#snOm
<br />V.�. S T'��41hf.1t5D r�ULWILHELIUI p`�` 1Jia�3
<br />nl,_ L14 Ei,l J=7
<br />PAVEMENT PATCHING DETAILS
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<br />a l= i1 rlt°I ,IIPia'.fI°RLI ix,:
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<br />IJLISC� CBIAh `.;.
<br />a •'
<br />4 f � '�� VERT
<br />OF PIPE—/
<br />} BLOCK
<br />a '; —00Ill 'BETE
<br />THRUST
<br />af
<br />f BLOCK
<br />BOT I OM FACE
<br />"I THRUST BLOC
<br />4 REFERS TO I-e
<br />BOTTOM FACE
<br />BLOCK MEASU
<br />SQUARE FEET
<br />SOIL
<br />e:0A SILT OR
<br />S a n9 �
<br />L�%tiY`AREAAREAsp! 3,.l,�P FEET
<br />COMPACT SAND
<br />COMPACT SAND & GRATED
<br />FIRM SILTY SAND
<br />_
<br />dL 4.a LF.1J �, & 2�;tJ2'
<br />�... I
<br />Bi_§'R� 4� 3Et,€: ... 2 +1i2'
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<br />DT=s, C BEND
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<br />A
<br />1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12" DIAMETER AND FOR OIL 'HYPES
<br />DIFFERENT THAN SHTJe'srI' SHALL BE DETERNIINED BY THE CITY ENGINEER.
<br />2. ALL BLOCKING FOR VERTICAL FITTINGS (POURED IN PLACE) SHALL BEAR AGAINST UNDISTURBED NATIVE
<br />GROUND.
<br />� FI
<br />.., ALL POURED THRUST BI_?".�CKS SHALL BE ��Cz�rl.,LED AFTER MINIMUM 1 DAY. PRESSURE TESTING SHALI_..
<br />OCCUR AFTER', CONCRETE HAS REACHED COMPRESSIVE STRENGTH (t'c�.
<br />4, Alu BLOCKPIC; SHALL BE CONCRETE CL :: 000-1 (3000 psi).
<br />5. AFTER INSTALLATION, SHACKLE RODS & TURNBUCKLES -SIALL BE CI_End 1ED AND COATI D WITH 2 COATS
<br />OF ASPHALTIC VARNISH, ROY TON RO KCTE #612M OR APPROVED EQUAL.
<br />Ca. SHACKLE RODS SHALL BE FUSION BONDED 'EPDXY COATED ROUND ,MILD STEEL, ASTM A 36.
<br />J, BLOCKING AGAINST FI`iT'IhIGS SHALL BEAR. AGAINST CIIE GREATEST rli'Ilr,v SURFACE AREA POSSIBLE, BUT
<br />SHALL NOT COVER OR ENCLOSE BELL. VENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS
<br />AND GLANDS SHALL BE PROVIDED.
<br />THRUST BLOCKING DETAILS
<br />SURFACE REST 0RA,TION
<br />AS SPECIFIED (SEE
<br />COTE .H )
<br />m.
<br />REQUIRED PAVEMENT
<br />RESTORATION PER
<br />R/W USE PERMIT
<br />12- '
<br />COMPACED TRENCH � NEAF LICE (T`/P.)
<br />BACKFILL (SEE NOTE 1)
<br />PIPE BEDDING, ZONE
<br />(SEE` NOTES 2) �
<br />i c�J
<br />TRENCH STABILIZATION
<br />MAFERIAL, IF AND WHEN PIPE: O.D. + `I B„
<br />DIRECTED. (SAME AS PIP[
<br />BEDDING).
<br />SAWCUT (1-(P.)
<br />FEXISTING PAVEMENT
<br />SURFACE
<br />UNPAVED AREA A D AR_
<br />NOTES-
<br />1. TRENCH BACKFILL SHALL. BE-
<br />* PAVED AREA- GRANULAR BACKFILL AS APPROVED BY LOCAL ACENCf, CAR PER WSDO
<br />9-03. 9( ). OR COIF, OR 5/ " MINUS CRUSHED 5URF`AC;iN(,-, OR A,PPIRD'YED NATIVE MrVI"RIAL
<br />COMPACTED TO 95% OF MAXIMUM DENSITY.
<br />* UNFliNVELF AREA,: SELECTED GRANULAR MATERIAL 'WITH MAXIMUM +M DIMENSION O " PER
<br />WSDOT" 9--03,15, COMPACTED TO 90% OF MAXIMUM DENSITY.
<br />2. GRAVEL BACKFILL FOR PIKE ZONE BEDDING SMALL BE SELECTED GRANULAR MATERIAL PER
<br />WSD,--C 9-0:3,12(3), WASHED SAND, OR APPROVED SUITABLE EXCAVATED MATERIAL wnm
<br />MAXIMUM DIMENSION OF 1 — 1 /2�' COMPACTED To 9Cy. OF MAXIMUM DENSITY BY APPROVED
<br />HAND—HELD TOOLS.
<br />3, EXCAVATE FOR THE PIPE DELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE. BARREL.
<br />4. UNPAVED AREA SHALL DE RESTORED WITH 4" TOP SOIL, FERTILIZER AND SEED, OR As
<br />SPECIFIED. PAVEMENT RESTORATION SHALL BE DOME PER RIGHT —DI —Vik( USE PERMIT, OR
<br />AS SPECIFIED.
<br />TRENCH DETAIL
<br />NTS
<br />any
<br />Callbommyou dmign
<br />_.
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