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"HYDRAFINOER" HYDRANT MARKER
<br />NOZZLE SECTION
<br />OPERATING NUT - 1.5" PENTAGON - NUT NO. 5
<br />2 1/2" HOSE CONNECTION (THREAD
<br />SIZE 3 1/16" O.D., 7 1/2" T.P.I.)
<br />4 1/2" PUMPER CONNECTION (THREAD
<br />SIZE 5 9/16" O.D., 4" T.I.P.)
<br />NUT CAP
<br />TYPE WITH
<br />CHAINS EE
<br />EE NOZZLE ARRANGEMENT
<br />TWO 2 1/2" NOZZLE
<br />n PLUS PUMPER NOZZLE
<br />WITH 1.5" PENTAGON -
<br />NUT NO. 5
<br />OPERATING NUT
<br />NOMINAL GROUND LINE
<br />NOTE:
<br />1. 16" BREAKOFF SECTION
<br />:1 2. LEFT HAND OPERATING NUT
<br />(1 1/2" POINT TO FLAT)
<br />7 /8" 1 PAINT BARREL SECTION
<br />YELLOW TO GRADE.
<br />8 %8. 4. DO NOT PLUG DRAIN HOLES.
<br />STANDPIPE 5. WRAP IN POLY BELOW GRADE.
<br />6. STAINLESS STEEL BOLTS COR-BLUE.
<br />2 1 4"
<br />BOTTOM
<br />;1'/l WROUND HOLES
<br />NOTE:HYDRANT LOCATING DEVICES REQUIRED - SEE SPECIFICATIONS.
<br />PACER HYDRANT DETAIL
<br />-AR�HTfIS MODEL WB-67 L aE xo. P iea�
<br />ARDEN HILLS
<br />1 HYDRANT DETAIL
<br />CSO2 NOT TO SCALE
<br />INSTALL WHEN M.H. IS
<br />PLACED OUTSIDE OF
<br />THE ROADWAY.
<br />NEENAH CASTING R-1733
<br />OR EQUAL. COVER SHALL
<br />HAVE TWO CONCEALED
<br />PICK HOLES.
<br />z CONCRETE
<br />ADJUSTING RINGS
<br />MINMUM 2 RI
<br />INGS
<br />MAX MUM 5 RINOS
<br />MAXIMUM 12"
<br />.I
<br />APQEN ,MIS
<br />STEPS AS PER
<br />SPECIFICATIONS
<br />a
<br />F�
<br />INTEGRAL BASE
<br />-INFRASHIELD
<br />OR EQUAL
<br />EXTEND 4"
<br />OVER CONE
<br />SECTION
<br />DETERMINED
<br />BY PIPE SIZE
<br />ECCENTRIC CONE
<br />BEER GASKETS BETWEEN EACH
<br />NT IN MANHOLE SECTIONS.
<br />1' BARREL SECTION BELOW CONE
<br />WALLS TO BE CONSTRUCTED OF
<br />PRECAST SECTIONS WITH CX4
<br />JOINTS
<br />PIPE SHALL BE CUT TO BE
<br />2" INSIDE MANHOLE AT THE
<br />PIPES MID POINT AND HAVE
<br />A WATER TIGHT SEAL
<br />NOTTS:
<br />1. MANHOLES 8' DEEP OR
<br />GREATER, THE PRECAST SECTION
<br />IMMEDIATELY BELOW THE CONE
<br />SECTION SHALL BE 1'-O" (12") IN
<br />HEIGHT.
<br />2, PROVIDE STEPS IN ALL
<br />MANHOLES OVER 4.5 FEET DEEP.
<br />3. DOGHOUSES SHALL BE
<br />GROUTED ON BOTH THE OUTSIDE
<br />A INSIDF.
<br />4. PREFORMED INVERIS MUSI HL
<br />V2 DIAMETER OF THE PIPE AND
<br />BENCHES SLOPED 2" TOWARD THE
<br />INVERT.
<br />SANITARY
<br />STANDARD MANHOLE 4000
<br />ARDEN HILLS
<br />a SANITARY MANHOLE DETAIL
<br />CSO2 NOT TO SCALE
<br />EDGE OF MAT OR
<br />BACK OF CURB
<br />"HYDRAFINDER"
<br />MINIMUM COVER AS REQUIRED IN Qo
<br />SPECIFICATIONS OR AS SHOWN
<br />ON PLANS. 1
<br />TT1
<br />VALVE WITH }
<br />MECHANICAL JOINT
<br />TEE AND VALVE BOX 6"-12"
<br />ROD EXTENSION
<br />GATE VALVE
<br />CONE.
<br />6-POLYETHYLENE ADAPTOR SPIDER
<br />BLOCK
<br />OR EQUAL COVER JOINT BRAL ET
<br />WATERMAIN WITH
<br />75" - 1.5"
<br />MECHANICAL JOINT 0.75" - 1.5" CONCRETE
<br />DRAIN ROCK
<br />TEE FOR FIRE DRAIN ROCK BLOCK
<br />HYDRANT LEAD
<br />AS REQUIRED
<br />CONCRETE
<br />BLOCK
<br />JOINT RESTRAINING COUPLING -TWO
<br />3/4" ALL THREAD RODS STAINLESS STEEL
<br />NOTES:
<br />I. ALL HYDRANT LEADS SHALL BE RESTRAINED FROM THE MAIN TO THE HYDRANT
<br />THROUGH THE USE OF THREADED RODS OR MEGALUGS AS RESTRAINTS IN
<br />ACCORDANCE WITH THE STANDARD DETAIL PLATES.
<br />2. VALVE TO HYDRANT AND TEE TO VALVE SHALL BE TIED JOINTS.
<br />3. WRAP ALL DIP 4 FITTINGS IN POLY.
<br />4. CONCRETE BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND.
<br />-A �FIILLS
<br />HYDRANT RESTRAINT DETAIL
<br />ARDEN HILLS
<br />i1 HYDRANT RESTRAINT DETAIL
<br />C502 NOT TO SCALE
<br />INSTALL ONE LENGTH OF WATERMAIN
<br />PIPE WTH THE APPROPRIATE
<br />MATERIAL ADAPTORS. CENTER
<br />AT CROSSINGS.
<br />24" O.D. 24"
<br />PROPOSED SEWER
<br />3" RIGID FOAM
<br />COMPACTED SAND
<br />INSULATION 'IS" MIN.
<br />>:.. .. ...::.. '. 5" MIN.
<br />MEGALUGGED
<br />BENDS AS
<br />REQUIRED PROPOSED WATERMAIN
<br />WATERMAIN INSTALLATION UNDER SANITARY OR STORM SEWER
<br />CENTER ONE LENGTH TRANSITION TO SPECIFIED
<br />OF WATERMAIN AT DEPTH (TYP.) INSTALL
<br />CROSSING VERTICAL BEND AS REQUIRE
<br />MEGALUGGED
<br />BENDS AS REQUIRED PROPOSED WATERMAIN
<br />5" MIN.
<br />3° RIGID FOAM " 5" MIN.
<br />INSULATION
<br />COMPACTED SAND
<br />SEE NOTE
<br />PROPOSED SEWER
<br />24" O.D. 24"
<br />WATERMAIN INSTALLATION OVER SANITARY OR STORM SEWER
<br />NOTES:
<br />1. WHEN WATERMAIN AND SANITARY SEWER CROSSINGS HAVE LESS
<br />THAN 18" VERTICAL SEPARATION, INSTALL CROSSING AS SHOWN,
<br />2. WHEN WATERMAIN COVER IS LESS THAN 7.5 FEET, INSTALL
<br />WATERMAIN UNDER SANITARY SEWER.
<br />BAR 1
<br />�'IlL5 WATERMAIN CROSSING
<br />�Ha4o4
<br />ARDEN HILLS
<br />s WATERMAIN CROSSING DETAIL
<br />C5O2 NOT TO SCALE
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<br />- --- y -----
<br />PLAN VIEW NOTES
<br />1. INLETWIDTHANDDISTANCE BETWEENBACKOFCURBAND
<br />RAIN GUARDIAN TURRET MAY VARY WITH SITE CONDITIONS.
<br />--- ---
<br />CONCRETE BASE EXTENDS BEYOND THE FILTER WALL OF
<br />1 SPECIFICATIONS
<br />GTEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CON-
<br />CRETE STRUCTURE(1,030 LBS). CONCRETE SHALLHAVEAMINIMUM
<br />COMPRESSIVE STRENGTH OF 4 SCC PSI AT 2B DAYS. CONCRETE AIR
<br />EONTRAIASTNED(
<br />T G854%TO-I VOLUME,. MANUFACTURED AND DESGNED
<br />M 8
<br />s ®.
<br />....
<br />nwsmwrrzeeM ww raa
<br />THE RAN GUARD AN TURRET TO SERV
<br />- E AS A SPLASH D 581
<br />cwxr¢�e mur
<br />\ �M"PMYJxlmFocn raa
<br />2, THREE POINT PICK USING RECESSED LIFTING POCKETS WITH A
<br />RD
<br />3?TIC-PIECE LIGHT-0UTY GALVANIZED GRATE(31.5 LIS-1 E)FOR
<br />541 LS CONCENTRATED LOAD OR 30a LBISQ FT UNIFORM LOAD,
<br />-
<br />INSTALLED VIEVJ3
<br />-
<br />1 O1F1E B°4 �xsuv°I
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<br />4. TN0-PIECE HEAW-DUTY GALVANIZED GRATE (775 LRSIPIECE) FOR
<br />2BB6 LB CONCENTRATED LOAD OR 1,404 LBISQ FT UNIFORM LOAD.
<br />INSTALLATION NOTE8
<br />e
<br />PROCTOR). THE DISTPNCEFROM FROM THE BACK OF THE CURB MAY VARY
<br />BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD IN-
<br />CLUDE SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO
<br />THEMINGUARDIANTURRET. P081TION RAIN GUARDIAN TURRET SO
<br />PRIMARY OUTLET ALIGNS WITH TOE OF PAS IN SIDE SLOPE TO AVOID
<br />SOIL INTERFERENCE WITH REMOVABLE FILTER WALL EXCAVATE,
<br />in BELOWTHEGUTTERLNEELEVATON( E. THEBORETENTON
<br />OVERFLOW ELEVATION) TO ACCOMMODATE THE 1PONOING DEPTH,
<br />S' CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE
<br />' w
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<br />(""'I THEREFORE , THE TOP OF THE 9 BGOMPACTED
<br />TOP OF LIFE RAIN GUARDIAN TURRET METAL GRATE WILL BE 1-
<br />ABOVE THE TOP OF THE CONCRETE BASE AND 1-- BELOW THE
<br />GITTERLINI
<br />THE GUTTER TO THE RAIN GIMRDIAN TURRET. SLOPED NLET FROM
<br />2. THE RAIN GUARDIAN TURRET SHOULD BESET ON THE PREPARED
<br />ares.mwc a
<br />3. INS TALL FRAMING FOR INLET BENJEEN RAIN GUARDIAN TURRET
<br />�^°
<br />,III
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<br />,III -,III -
<br />=,III -,III -,III -,III-
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<br />CROSS-SECTION VIEW NOTES
<br />AND eAcI<oFcuaa. TOP ELEVAToxsoFTHEPRAM Nc sxouLU
<br />MATGH THE TOP OF THE CURB ON THE STREET SIDE AND THE 0
<br />E RAIN GUARDIAN TURRET ON THE BIORETENTIONSIDE TOP
<br />4, USEE 14510NJOINT MATERIAL BEIIYEEN MIN GUARDIAN TUR-
<br />RET AND BIORETENTION INLET
<br />5. SIDE CURBS OF THE POURED INLET MUST HAVE AN INSURMOUNT-
<br />ABLEPROEILE SI PREVENT WATERFLOW FROM OVERTOPPINGTHE
<br />DOWNSTREAM SIOPROF ENENTHE INLET.
<br />-,III
<br />III=,III=,III ,IIIIII,III,III,III,III,III=,III=,III=
<br />=,III=,III=,III=,III ,III ,III=,III ,III
<br />- - - - - - - -
<br />1III,III,III,III,III1
<br />,III ,III -III ,III '.-,III-,III 1. STANDARD I PRECISELY EG
<br />SERLINE OPROCTOR)MATIONIS PRECISELY I'4°BELOW THE GUT-
<br />- - - TERLINE ELEVATION.
<br />�°'� M1P65•x.°�•'�
<br />BE INSTILLED WITH FILTER
<br />5 REMOVABLE FILTERHEWN GUARDIAN
<br />FABRIC FACING THE RAINGUARDIAN TURRET INLET.
<br />MANUFACTURED BY
<br />�Caetex
<br />1N
<br />G ARDIAN
<br />RAIN GUARDIAN TURRET
<br />PRETREATMENT CHAMBER
<br />REM
<br />BY
<br />�xlaIPRo
<br />NTRIC
<br />n
<br />TION
<br />r
<br />BIORETENTION PONDING DEPTH: 1'
<br />MCI
<br />A,B
<br />PRETREATMEIRFBRBIBRETENTION
<br />G,ense-11-D
<br />1318 MCKRy Dr. NE, Su6e 30D
<br />AaLE
<br />°card"": swal"° Fuo-aoo"e�:ix: i"emauo"1111".
<br />www.Rain Guardian.biz
<br />TYPICAL DETAIL
<br />Ham Lake, MN 55304
<br />763-434-2030
<br />sorpis
<br />�1 RAIN GUARDIAN DETAIL
<br />C502 NOT TO SCALE
<br />B. COMPACTED
<br />SUITABLE MATERIAL
<br />(FINE GRAINED MATERIAL)
<br />HICHEVER
<br />IS LARGER (12"WMAXIMUM)
<br />SPRING LINE
<br />4" OR Bc/8 WHICHEVER
<br />NATURAL GROUND
<br />IS LARGER
<br />COMPACTED
<br />GRANULAR BEDDING
<br />NOTE: ALL COSTS OF EXCAVATION BELOW GRADE
<br />AND PLACEMENT OF GRANULAR BEDDING
<br />SHALL BE INCLUDED IN THE BID PRICES
<br />FOR PIPE ITEMS.
<br />ReYisneo
<br />otx
<br />til� HLLLS
<br />CLASS B PIPE BEDDING
<br />r axo.
<br />ARDEN HILLS
<br />PIPE BEDDING DETAIL
<br />C502 NOT TO SCALE
<br />❑
<br />HYDRANTLEADS
<br />/ IDENOTES
<br />MEGALUGS
<br />SLEEVES
<br />NOTES:
<br />1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS
<br />2. PACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS
<br />BENDS 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT HYDRANTS
<br />4. ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE.
<br />TYPICAL MEGALUG AND
<br />THRUST BLOCK LOCATIONS
<br />C502 NOT TO SCALE
<br />oG
<br />0'05 �o S
<br />1 2022 1
<br />DETAILS
<br />C502
<br />
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