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_ __-_1_1 _ I I ' I _ _ I I I I I I I 1 11 11 I 'l'Igrrtl I I I
<br />1. A minimum cover of 36" shall be used on all
<br />water mains. Water Main 10' Min. Separation
<br />2. A minimum vertical separation of 18" shall be
<br />required between crossing water mains and \11C
<br />sanitary sewer lines.
<br />Sanitary Sewer Line INLET
<br />SEWER
<br />1. All water lines that are parallel to OUTLET
<br />M sanitary sewer lines shall be separated SEWER
<br />ao by a minimum clearance of 10 feet.
<br />i Sanitary Sewer Line 2. All water lines that are parallel to w 6' X 6' X 4' X 4'
<br />:� fl- STD. P.V.C.
<br />sanitary sewer lines and are separated DOUBLE Y BRANC
<br />C.I. CLEANOUT COVER STREET WITHOUT CURB + STREET WITH CURB,
<br />3. When vertical separation of 18" is not possible the by a distance of less than 10 feet Shall U.S. FOUNDARY & MANUFACTURING CORP. SINGLE SERVICE DOUBLE SERVICE TRENCH
<br />sewer line shall be either cased in steel casing or be constructed according to either Option c. USF 7621 REVERSIBLE HANDHOLE RING AND FE RING TRENCH 1 MAIN SEWER WIDTH
<br />concrete the full length of the Pipe, so as not "A", "B", or "C" as described below. AND C.I. COVER I
<br />to allow a joint to be within 10 of the water main. FLOW 6' P.V.C.-s0• BEND CURB
<br />8' X 6' , (SHORT RADIUS) ,
<br />Option A - Construct water line a minmum P.V.C. WYE
<br />of 18" above the sewer and to
<br />R/W OR EASEMENT LINE STREET, ALLEY, EASEMENT, ?;;, , , - •.
<br />Water Main �� one side. Water line and Sewer R/W OR PROPERTY LINE
<br />shall be constructed of D.I.P. 4' MIN. HOUSE CONNECTION
<br />_" _
<br />and the water and sewer joints --- ,.� -- --- LINE
<br />PLUG 4 SEAL 6' P.V.C. 45' BE
<br />10' Min. 10' Min. shall be Staggered. - C1 -' (SHORT RADIUS) 6' P.V.C. BEND
<br />i _--- AS REQUIRED 76, P.V.C.
<br />-- N --- MARKER, PAINTED GREEN ' SERVICE
<br />0Option B - Case the sewer lines in steel �; 8' X 6' P.V.C. WYE. LATERAL
<br />Less than casing. _—_—_ _ _—_ —_ (BRANCHES TO BE
<br />18' Sanitary Sewer Line g LOCATED IN THE FIELD)
<br />CONCRETE SIDEWALK FINISHED GRADE
<br />Separation Option C - Case the sewer lines in concrete. 6" TRENCH WIDTH ALL ENDS TO BE
<br />P �--�{ 6„ PLUGGED & SEALED
<br />TRENCH W/STD. STOPPERS
<br />Case 2— Water Mains and Sewer Case 1— Water Main and Sanitary Sewer • a. WIDTH 6'P.V.C. OR PLUGS
<br />NOTE: ROAD SURFACE a^•a • SERVICE LATERAL r� OF MAIN SEWER HOUSE CONNECT ON
<br />lines crossing. lines parallel. STEEL TROWEL FINISH DROP MANHOLE TO BE USED WHEN THE `, .
<br />POTABLE WATER AND SANITARY SEWER CONFLICT DETAIL DIFFERENCE BETWEEN INVERTS IS 2' PLAN
<br />OR MORE. CURB
<br />DROP MANHOLE Al
<br />(BENCH AND INVERTS)
<br />RIGHT OF WAY VARIES L
<br />SIDEWALK 24'
<br />8" PVC PIPE z x¢ CURB g GUTTER MIN.
<br />2
<br />Update per new site
<br />plan.
<br />07/15/10
<br />1
<br />Per City comments.
<br />05/08/08
<br />No.
<br />Revisions
<br />Date
<br />MIN. 12 LONG T
<br />STREET ALLEY EASEMENT,
<br />TEMPORARY BLOW -OFF ASSEMBLY RED BRICK M R/w, ❑k PR❑PARTY LINE MIN.
<br />TO BE REMOVED AFTER TESTING PVC CLEAN -OUT AT R/W LINE OR EASEMENT LINE
<br />TOP OF
<br />INLET TREATED WOOD MARKER PAVEMEN I DEPTH 7'-0' 3
<br />SEWER WYE BRANCH STAKE, 2' X 4' OR GREATER M
<br />O TO BE DETERMINED IN TR?TCH
<br />CONCRETE VALVE PAD6' P.V.C. 0
<br />J THE FIELD. MIN. WWITH I.D. TAG SERVICE PIPE SERVICE LATERAL6' P.V.C. SERVICENL� THE (TYPJ 1% MIN. SLOPE LATERAL CONCRETE CRADLE LL�WORD (WATER) ON COVER 6' MIN. R/W LINE 0
<br />DEPTH LESS STREET ❑ 1�1 __—THAN 7'-Y +�
<br />A TO BE DETERMINED IN
<br />FINAL GRADE p I OUTLET THE FIELD 60• MAX. 6' X 6' X 4' X 4' ST X Q
<br />MIN. SLOPE 1/8' PE MAX O U-
<br />a n ' to SEWER 4 P.V,C. DOUBLE 'Y' BRANCH O
<br />PLUG
<br />SEAL 8 SLOPE WHERE UNDISTURBED t
<br />FOOT. USE GREATER
<br />EART
<br />CONNECTION BY CUSTOMER E
<br />(TYPJ 4' MIN.
<br />•'`••',.v �'r,;;�`+'•� 6 � 1 �;�l,t "ti>������ � POSSIBLE STREET WITHOUT CURB STREET WITH CURB
<br />2" cALv. COUPLING WITH -_ SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNECTION
<br />rn
<br />BPLUG ELOW NGRADEUNDISTURBED MATERIAL
<br />ED 4" _._ ..._.__._- ", _.:. I Co _
<br />Z C
<br />DEPTH LESS THAN 7'-0' DEPTH 7'-0' ❑R GREATER It c
<br />J pip C
<br />VALVE BOX (TOP SECTION) UJ
<br />VALVE BOX FLOW SANITARY SEWER MAIN (TYPE 'A') I (TYPE 'B') t• M C 4)
<br />C.I. SLIP TYPE
<br />♦ _ C
<br />c
<br />n SECTION aC z I* uj d W
<br />c `O (D w o
<br />p`" NOTE: - CONTRACTOR SHALL MAKE, ON A CLEAN SET OF PLANS, THE FINAL STATIONING OR C to rL
<br />E
<br />DISTANCE AND DIRECTION FROM MANHOLE OF EACH SERVICE LATERAL AND THEN GIVE co
<br />TO ENGINEER FOR RECORD PURPOSES. CA FL 00 i0 0
<br />- INLET PROVIDE 2' x 4' PRESSURE TREATED WOOD MARKER STAKE AT ALL SANITARY SERVICES
<br />d !s (INCLUDE IN PIPE PRICE), TOP OF STAKE TO BE PAINTED WITH GREEN PAINT.
<br />WATER MAIN SEWER A ' �i A
<br />THE MINIMUM DIAMETER OF ALL SERVICE LATERALS SHALL BE 6 INCHES.
<br />STEEL TROWEL FINISH
<br />SANITARY SEWER - SINGLE WYE CONNECTION SEWER LATERAL
<br />TAPPED PLUG
<br />GATE VALVE OR REDUCER AND TYPICAL CLEAN -OUT CONNECTION
<br />STANDARD MANHOLE
<br />NOTES: (BENCH AND INVERTS)
<br />- MECHANICAL JOINTS/UNDERGROUND PIPING SHALL BE RESTRAINED AS SPECIFIED
<br />IN JOINT RESTRAINT TABLE (DETAIL 46)
<br />- VALVE EXTENSION ROD SHALL BE UTILIZED, AS NECESSARY, SO THAT VALVE OPERATING
<br />R NUT IS A MAXIMUM 0F 3 BELOW GRADE.
<br />PERMANENT CU
<br />BLOW -OFF DETAIL '0
<br />NOTE: NOTE:
<br />CONNECTION BY CUSTOMER CU
<br />a
<br />NOTE: ECCENTRIC CONES PRECAST CONCRETE
<br />PRECAST CONCRETE ARE ACCEPTABLE, SET
<br />SHALL ATTAIN A MINIMUM IN LINE WITH FLOW. SHALL ATTAIN A MINIMUM C
<br />COMPRESSIVE STRENGTH EXTERIOR COATING COMPRESSIVE STRENGTH CONCRETE WALK O 0 V u)
<br />OF 4,000 p.s.i. AT 28 DAYS. KOPPERS BITUMASTIC OF 4,000 p.s.i. AT 28 DAYS. PRECAST CONCRETE MARKER, PAINTED GREEN V O •CU
<br />p C.I. MANHOLE FRAME & COVER BLACK SOLUTION, C.I. MANHOLE FRAME & COVER SHALL ATTAIN A MINIMUM V �A'
<br />2 COATS. DOUBLE WYE BRANCH 05 W
<br />USF NO. 170-E ORS OR EQUAL OR USF NO. 170-E ORS OR EQUAL COMPRESSIVE STRENGTH C.I. CLEANOUT COVER Q
<br />I W/ WORD "SANITARY", TYPE II PORTLAND I W/ WORD "SANITARY",
<br />H-20 LOAD RATED. CEMENT MUST BE 4. H-20 LOAD RATED. OF 4,000 p.s.i. AT 28 DAYS. CAP co
<br />4.
<br />USED IN THE C.I. MANHOLE FRAME & COVER O I..L.
<br />2" BELOW MANHOLE FINISHED GRADE 2" BELOW MANHOLE FINISHED GRADE USF NO. 170-E ORS OR EQUAL
<br />(TYP. ALL MANHOLES) MANUFACTURING (TYP. ALL MANHOLES) I W/ WORD "SANITARY", r , C
<br />PROCESS NOTE: CENTER RING & COVER H-20 LOAD RATED. f- TO SANITARY SEWER MAIN - �/
<br />BRICK LEVELING COURSE BRICK LEVELING COURSE TYPE ALL MANHOLE MANHOLES) FINISHED GRADE I P PL r
<br />( SERVICE PIPE
<br />12" MAX. 12" WIDE 12" MAX. CD
<br />WRAPID SEAL 12' WIDE WRAPID SEAL R/W OR EASEMENT LINE (n Q
<br />PRECAST ° �— 2 IA. ALL PRECAST 2' IA• • JOINTS TO BE BRICK LEVELING COURSE—
<br />ALL(� AQ�'
<br />UNITS MFG. T UNITS MFG. IN SEALED W/ 0-RING 12" WIDE 8" MAX. / MARKER, PAINTED GREEN O ' V
<br />ACCORDANCE W/ ACCORDANCE W/ SEALS OR SINGLE
<br />A.S.T.M. SPEC. JOINTS TO BE OFFSET SEAL WRAPID SEAL d O
<br />C-478 , •' , • A.S.T.M.
<br />. SPEC. °: ° •
<br />SEALED W/ 0-RING (ASTM C-443) ALL PRECAST ° 22)IA..�a a `
<br />SEALS OR SINGLE UNITS MFG. IN ° �^
<br />OFFSET SEAL j ." ACCORDANCE W/
<br />(ASTM C-443) y WRAPID SEAL A.S.T.M. SPEC. CONNECTION BY CUSTOMER U
<br />WRAPID SEAL 3" MIN- . ° C-478
<br />F ' 6" WIDE 5' OR LESS
<br />NOTE: 6" WIDE I • EXTERIOR COATING, PLAN
<br />ECCENTRIC CONES KOPPERS BITUMASTIC _
<br />ARE ACCEPTABLE, SET w — — w BLACK SOLUTION, GROUT R/W OR EASEMENT LINE
<br />IN LINE WITH FLOW. 5" MIN. J 2 COATS. C.I. CLEANOUT COVER
<br />T m ° Q OR U.S. FOUNDARY & MANUFACTURING CORP.
<br />TYPE II PORTLAND USF 7621 REVERSIBLE HANDHOLE RING AND FE RING MARKER, PAINTED GREEN
<br />C_ > =sue' ,,3:
<br />5" MIN. > > CEMENT MUST BE AND C.I. COVER
<br />WRAPID SEAL • USED IN THE
<br />• WRAPID SEAL MANUFACTURING CONCRETE SIDEWALK 6„ FINISHED GRADE
<br />° ° • • °
<br />EXTERIOR COATING, 6" WIDE • i w ° ° ° • ° e ° ° ° ° ° ° • °e• ° a ' a ° ° + o • • 10" MIN. 6"
<br />KOPPERS BITUMASTIC 6" WIDE NOTE: ° • e e ° ° o e ° ° ° e
<br />BLACK SOLUTION, INLET T ROAD SURFACE \
<br />2 COATS. I� SEWER • '• w ECCENTRIC CONES i a
<br />T Of ARE ACCEPTABLE, SET a.. `e a o '• a Y '�.•�
<br />OR 4'-0' DIA. FLEXIBLE BOOT W/ 0— IN LINE WITH FLOW. /f57 WHITE STONE a F a c�
<br />TYPE II PORTLAND S.S. STRAP CLAMPS a_— 4'-O" DIA. c,'•
<br />FLEXIBLE BOOT W/ UNDISTURBED •% �'•
<br />CEMENT MUST BE ° SOIL +,
<br />USED IN THE (ASTM C-923)
<br />S.S. STRAP CLAMPS CURB �
<br />MANUFACTURING N (ASTM C-923)
<br />• NOTE: - A BEDDING OF CLASS I, CLASS II, OR CLASS III MATERIAL
<br />SHALL BE REQUIRED WHEN THE MANHOLE BOTTOM CANNOT z a ]VI
<br />91 P
<br />POURED IN s • •• ._ BE INSTALLED ON UNDIST REED SO OR IF THE NATIVE SOIL 8" PVC PIPE
<br />L U IL
<br />'., . IS CLASS IV OR CLASS V MATERIAL. CIO $UP.�;
<br />' PLACE CONC. MIN. 12" LONG M i
<br />Vas
<br />3' CLEAR OR PRE -CAST 3" CLEAR - THIS TYPE OF CONSTRUCTION SHALL BE LIMITED TO DEPTHS Ll 04
<br />• - + • . • . • • • • ° ° ° OF (0-5) FEET. PVC CLEAN -OUT AT R/W LINE OR EASEMENT LINE • ' • •r s
<br />EXTERIOR COATING SHALL BE KOPPERS BITUMASTIC BLACK SOLUTION, / RED BRICK
<br />GROUT FILLET SERVICE PIPE raiberele�,
<br />NO. 4 REBAR AT 12" O.C. NO. 4 REBAR AT 12" O.C. SLOPE GROUT ON EACH 2 COATS. 1% MIN. SLOPE DOUBLE WYE BRANCH Nov 4, 2010
<br />REINFORCE PER EACH WAY GROUT FILLET EACH WAY
<br />SLOPE GROUT ON EACH SIDE OF FLOW CHANNELS - WRAPID SEAL MUST BE USED ON ALL JOINTS, CASTINGS AND RISER RINGS. Date
<br />A.S.T.M. C-478 SIDE OF FLOW CHANNELS PIPE & REINFORCE PER WRAPID SEAL MUST BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />ASTM C-478
<br />NOTE: 1.
<br />WRAPID SEAL MUST BE USED ON ALL JOINTS, CASTINGS AND RISER RINGS: ON ALL JOINTS
<br />FITTINGS
<br />- PASCO COUNTY SHALL HAVE THE OPTION OF SPECIFYING THE TYPE OF INTERIOR LINING
<br />ON AIR RELEASES, MANHOLES, GREASE/WATER, OIL/WATER SEPARATORS, AND WETWELLS.
<br />NOTE: 1.
<br />WRAPID SEAL MUST BE USED ON ALL JOINTS, CASTINGS AND RISER RINGS: ON ALL JOINTS
<br />TO BE INSTALLED FOR EACH INDIVIDUAL MANHOLE.
<br />2.
<br />WRAPID SEAL MUST BE USED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS.
<br />ON AIR RELEASES, MANHOLES, GREASE WATER, OIL WATER SEPARATORS, AND WETWELLS.
<br />/ /
<br />- PASCO COUNTY SHALL HAVE THE OPTION OF REQUIRING A NEGATIVE PRESSURE TEST
<br />/
<br />3.
<br />PASCO COUNTY SHALL HAVE THE OPTION OF SPECIFYING THE TYPE OF INTERIOR LINING
<br />2.
<br />WRAPID SEAL MUST BE USED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS.
<br />PER ASTM C-1244
<br />TO BE INSTALLED FOR EACH INDIVIDUAL MANHOLE.
<br />3.
<br />PASCO COUNTY SHALL HAVE THE OPTION OF SPECIFYING THE TYPE OF INTERIOR LINING
<br />- LIFT HOLES MUST NOT PENETRATE THE WALLS
<br />\
<br />4.
<br />PASCO COUNTY SHALL HAVE THE OPTION OF REQUIRING A NEGATIVE PRESSURE TEST
<br />TO BE INSTALLED FOR EACH INDIVIDUAL MANHOLE.
<br />CONNECTION BY CUSTOMER
<br />PER ASTM C-1244
<br />4.
<br />PASCO COUNTY SHALL HAVE THE OPTION OF REQUIRING A NEGATIVE PRESSURE TEST
<br />5.
<br />LIFT HOLES MUST NOT PENETRATE THE WALLS
<br />PER ASTM C-1244
<br />UNDISTURBED MATERIAL
<br />SANITARY SEWER MAIN ELEVATION
<br />5.
<br />LIFT HOLES MUST NOT PENETRATE THE WALLS
<br />MANHOLE
<br />STANDARD MANHOLE
<br />DROP MANHOLE
<br />SHALLOW CONSTRUCTION
<br />SANITARY SEWER -DOUBLE WYE CONNECTION
<br />(CLOSED BOTTOM)
<br />AND TYPICAL CLEAN -OUT
<br />Drawn: YZY
<br />Checked:
<br />Scale: As Shown
<br />Dwg: Utility Details
<br />Job No: 1372-10
<br />Sheet 21
<br />Of 27 Sheets
<br />
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