cs-16general - wood fence, wire fence &cs-17general - street lighting ... · curbed road...
TRANSCRIPT
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CS-16.....GENERAL - WOOD FENCE, WIRE FENCE &
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CS-17.....GENERAL - STREET LIGHTING STANDARDS
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CS-15.....GENERAL - CHAIN LINK FENCE DETAILS
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CS-12.....STORM DRAIN - SINGLE AND DOUBLE CATCH BASIN DETAILS
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CS-08.....CULINARY WATER - STANDARD WATER METER STATIONS
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CS-07.....CULINARY WATER - AIR/VACUUM RELIEF STATION &
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CS-06.....CULINARY WATER - RESIDENTIAL WATER SERVICE & METER,
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CS-10.....SANITARY SEWER - LATERAL & CONNECTION DETAILS
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CS-09.....CULINARY WATER - PRESSURE REDUCTION STATION
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CS-11.....SANITARY SEWER - TYPICAL MANHOLES & DETAILS
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CS-03.....PUBLIC ROADS - TYPICAL INTERSECTION DETAILS
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CS-04.....PUBLIC ROADS - TYPICAL ADA RAMP & DEFECTIVE
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CS-01.....TITLE PAGE & INDEX OF DRAWINGS
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CS-05.....PUBLIC ROADS - CUL-DE-SAC & TEMP. TURNAROUND DETAILS
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Index of Drawings
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CS-02.....PUBLIC ROADS - TYPICAL STREET SECTIONS & DRIVE
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CS-13.....STORM DRAIN - DRAINAGE DITCH INLET BOX, GENERAL
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CS-14.....STORM DRAIN - MANHOLE AND CLEANOUT DETAILS
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CONCRETE REPLACEMENT DETAILS
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THRUST BLOCK, WATERLINE LOOP, AND PIPE TRENCH DETAILS
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FIRE HYDRANT DETAILS
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GRATE AND FRAME DETAILS & LAND DRAIN DETAILS
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TOM HANSON WASHINGTON TERRACE CITY MANAGER
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STEVE HARRIS P.E. WASHINGTON TERRACE CITY DIRECTOR
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MARK C. ALLEN WASHINGTON TERRACE CITY MAYOR
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%%UAPPROVAL
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DATE
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DATE
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DATE
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BRETT M. JONES, P.E. WASHINGTON TERRACE CITY ENGINEER
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%%USUBMITTED & RECOMMENDED
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DATE
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PUBLIC WORKS STANDARD DRAWINGS
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WASHINGTON TERRACE CITY
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CONSULTING ENGINEERS
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South Ogden, Utah 84403 (801) 476-9767
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1716 East 5600 South
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September 2018
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ATTEST, CITY RECORDER
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DATE
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APPROACH DETAILS
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CS-12A..STORM DRAIN - SINGLE AND DOUBLE HOODED CATCH
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BASIN DETAILS
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FREE-STANDING METER BASE DETAILS
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CURBED ROAD SECTION
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NOTE: ROAD SECTION USED AS DETERMINED BY THE CITY ENGINEER & PLANNING COMMISSION BASED UPON ZONING, GENERAL PLAN, SIZE OF DEVELOPMENT, ESTIMATED TRAFFIC VOLUME, & AMOUNT OF OPEN SPACE ASSOCIATED WITH DEVELOPMENTS PROXIMITY TO HIGH VOLUME ROADS OR COMMERCIAL ZONING.
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NOTES: 1. PROVIDE 4" THICKNESS OF 3/4" OR 1" GRAVEL BASE COURSE UNDER SIDEWALK, PROVIDE 4" THICKNESS OF 3/4" OR 1" GRAVEL BASE COURSE UNDER SIDEWALK, DRIVEWAY APPROACHES AND CURB & GUTTER 2. *THESE PAVEMENT THICKNESS SHALL BE CONSIDERED AS CITY STANDARDS AND *THESE PAVEMENT THICKNESS SHALL BE CONSIDERED AS CITY STANDARDS AND MAY BE INCREASED BY THE CITY ENGINEER WHEN A GREATER DEPTH IS NECESSARY TO PROVIDE SUFFICIENT STABILITY. DESIGNER AND/OR DEVELOPER MAY SUBMIT AN ALTERNATIVE PAVEMENT DESIGN BASED ON A DETAILED SOILS ANALYSIS FOR APPROVAL BY THE CITY ENGINEER WHICH MAY MODIFY PAVEMENT THICKNESS, BUT IN NO CASE SHALL THE BITUMINOUS SURFACE COURSE BE LESS THAN 3" AND GRAVEL BASE COURSE LESS THAN 4" THICK. 3. ALL ROAD CUTS SHALL BE PATCHED WITH 8" UNTREATED ROAD BASE AND 3" OF ALL ROAD CUTS SHALL BE PATCHED WITH 8" UNTREATED ROAD BASE AND 3" OF BITUMINOUS SURFACE COURSE AND MUST MEET THE MINIMUM COMPACTION REQUIREMENTS. 4. SIDEWALKS, CURB & GUTTER, AND CROSS DRAINS SHALL BE CONSTRUCTED IN SIDEWALKS, CURB & GUTTER, AND CROSS DRAINS SHALL BE CONSTRUCTED IN COMPLIANCE WITH WASHINGTON TERRACE CITY TECHNICAL SPECIFICATIONS.
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NOTE: ALL OTHER PROPOSED STREET X-SECTIONS SHALL BE AS APPROVED BY THE CITY ENGINEER
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MINOR (STANDARD RESIDENTIAL)
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COLLECTOR
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STREET DESIGNATION
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R.O.W. WIDTH A
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T.B.C. TO T.B.C. B
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C TO T.B.C. C
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L
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20.5'
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23.5'
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47'
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41'
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60'
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66'
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MINOR ARTERIAL
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32.5'
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65'
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84'
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MAJOR ARTERIAL
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40.5'
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81'
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100'
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S=2.0% MIN.
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B
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A
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C
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41'-0"
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CROWN LOCATION TABLE
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CROWN NOTES: : A. MAXIMUM DIFFERENCE IN ELEVATION BETWEEN MAXIMUM DIFFERENCE IN ELEVATION BETWEEN CURBS ON OPPOSITE SIDES OF THE STREET SHALL NOT EXCEED THOSE SHOWN IN DETAIL AND TABLE. B. ON ARTERIAL STREETS AND CERTAIN STREETS ON ARTERIAL STREETS AND CERTAIN STREETS APPROVED BY THE CITY COUNCIL, THE CITY ENGINEER WILL PROVIDE A PAVEMENT DESIGN. LOCATION OF SIDEWALK AND CURB & GUTTER MAY VARY ON INDIVIDUAL ARTERIAL STREETS PER DIRECTION OF THE CITY ENGINEER.DIRECTION OF THE CITY ENGINEER.
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41'-0"
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41'-0"
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47'-0"
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47'-0"
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47'-0"
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20'-6"
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12'-0"
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10'-0"
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23'-6"
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10'-6"
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10'-6"
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0'-0"
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0'-0"
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0'-6"
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1'-0"
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0'-6"
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1'-0"
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%%uSECTION A-A
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%%uSECTION B-B
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DRIVEWAY APPROACH NOTES: : 1. IN NEW SUBDIVISIONS WHERE FUTURE DRIVEWAY LOCATIONS ARE IN NEW SUBDIVISIONS WHERE FUTURE DRIVEWAY LOCATIONS ARE UNKNOWN, THE DRIVEWAY APPROACH SHALL BE MADE BY SAW CUTTING THE BACK OF THE EXISTING CURB TO THE REQUIRED DRIVEWAY WIDTH. ALL SAW CUTTING SHALL BE ACCOMPLISHED BY A CITY APPROVED LICENSED CONTRACTOR. 2. SIDEWALK ADJACENT TO THESE SAW CUTS MUST BE 6" MIN. THICKNESS SIDEWALK ADJACENT TO THESE SAW CUTS MUST BE 6" MIN. THICKNESS THROUGH THE DRIVEWAY WIDTH. 3. SCORE SIDEWALK " OF SIDEWALK THICKNESS @ EACH 4'-0" SECTION. SCORE SIDEWALK " OF SIDEWALK THICKNESS @ EACH 4'-0" SECTION. 14" OF SIDEWALK THICKNESS @ EACH 4'-0" SECTION. EXPANSION JOINTS @ EACH 32'-0", PROVIDE ADDITIONAL CONTRACTION JOINTS ON OVERSIZE DRIVEWAYS AT 5'-0" MAX. SPACING
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CROWN LOCATION FOR VARIOUS CROSS SLOPES
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A
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B
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DROP DOWN STYLE (CITY STANDARD)
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DRIVEWAY APPROACH W/ PARKSTRIP
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B
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A
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10' MIN. (RESIDENTIAL) 36' MAX. (RESIDENTIAL) 50' MAX. (COMMERCIAL-EXCEPT STATE HIGHWAY) AS APPR. BY U.D.O.T. (STATE HWY)
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10:1
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MAX.
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10:1 MAX.
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CONTRACTION JOINT
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10:1 MAX. SLOPE
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4" GRAVEL BASE AS REQ'D
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LIP OF CURB
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TBC-DEPRESSED CURB
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TBC-HIGH BACK CURB
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8" GRAVEL BASE COURSE
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3" BITUMINOUS SURFACE COURSE
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12" EXPANSION JOINT
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CONCRETE SIDEWALK 6" THROUGH DRIVEWAY 7" THICK @ COMMERCIAL
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12" EXPANSION JOINT
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STANDARD STREET SECTION
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S=2% (TYP.)
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S= " PER FT (TYP.)14" PER FT (TYP.)
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S=2% MIN.
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4" GRAVEL BASE COURSE (SEE NOTE 1)
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CURB & GUTTER AND SIDEWALK DETAILS SEE SHEET 3
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U.D.O.T. TYPE A BITUMINOUS SEAL COAT, SLAG CHIP AND SEAL, OR TYPE II OR TYPE III SLURRY SEAL COAT AS DIRECTED BY THE CITY ENGINEER.
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3" BITUMINOUS SURFACE COURSE PER UDOT " GRADATION34" GRADATION
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*8" GRAVEL BASE COURSE PER UDOT " OR 1" GRADATION34" OR 1" GRADATION
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STORM DRAIN LINE
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STORM DRAIN LINE (ALTERNATE LOCATION APPROVED BY CITY ENGINEER)
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IF GEOTEXTILE FABRIC IS REQUIRED ON SUBGRADE USE "GEOTEX" 315-ST OR APPROVED EQUAL
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PROPERTY LINE
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PROPERTY LINE
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CONCRETE SIDEWALK
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CURB & GUTTER
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P EXTENSION
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L
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12" EXPANSION JOINTS
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A
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DRIVEWAY APPROACH W/ ADJACENT SIDEWALK
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A
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10' MIN. (RESIDENTIAL) 30' MAX. (RESIDENTIAL) 35' MAX. (COMMERCIAL-EXCEPT STATE HIGHWAY) AS APPR. BY U.D.O.T. (STATE HWY)
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CONCRETE SIDEWALK
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CURB & GUTTER
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P EXTENSION
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L
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12" EXPANSION JOINTS
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NOTES CONT.: : 5. ALL CULINARY WATER MAINS AND SERVICES MUST ALL CULINARY WATER MAINS AND SERVICES MUST MAINTAIN A MINIMUM SEPARATION FROM ALL SEWER FROM ALL SEWER MAINS AND LATERALS OF 10'-0" HORIZONTAL AND 18" VERTICAL IN ACCORDANCE WITH THE STATE OF UTAH IN ACCORDANCE WITH THE STATE OF UTAH UTAH DIVISION OF DRINKING WATER RULES SECTION SECTION R309-550-7 6. THE 4'-0" SIDEWALK SHOWN ABOVE IS TO BE THE 4'-0" SIDEWALK SHOWN ABOVE IS TO BE CONSIDERED THE "CITY STANDARD." OTHER LOCATIONS OTHER LOCATIONS AND TYPES OF SIDEWALK AS REQUESTED BY THE DEVELOPER MUST BE APPROVED BY THE CITY. IF SIDEWALK IS LOCATED AGAINST THE TBC, IT MUST BE A MINIMUM OF MUST BE A MINIMUM OF 6 FEET IN WIDTH. 7. NATURAL GAS TYPICALLY LOCATED IN THE PARKSTRIP, NATURAL GAS TYPICALLY LOCATED IN THE PARKSTRIP, POWER AND COMMUNICATION LINES TYPICALLY LOCATED LINES TYPICALLY LOCATED BEHIND PROPERTY LINES OR IN LOT EASEMENTS.
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CRACK SEAL, TYP
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APWA SPECIFICATION REQUIRED -SECTION 32 12 05 M-BITUMINOUS CONCRETE MODIFIED -SECTION 32 12 05-BITUMINOUS CONCRETE -SECTION 32 12 13.13-TACK COAT -SECTION 32 12 16.13-PLANT-MIX BITUMINOUS PAVING -SECTION 32 12 05M-BITUMINOUS CONCRETE REVISE SECTION 2.3 AS FOLLOWS: -2.3 ADDITIVES A. MINERAL FILLER: NONE MINERAL FILLER: NONE B. RECYCLE AGENT: NONE RECYCLE AGENT: NONE C. ANTI-STRIP AGEN: 1% LIME SLURRY ANTI-STRIP AGEN: 1% LIME SLURRY D. RAP OR ROSP (BY WEIGHT OR BINDER, WHICHEVER IS RAP OR ROSP (BY WEIGHT OR BINDER, WHICHEVER IS LESSER): ALLOWED UP TO 15% -2.4 MIX DESIGN - REPLACE PARAGRAPH A WITH: - PROJECT SPECIFIC REQUIREMENTS PROJECT SPECIFIC REQUIREMENTS - ROAD CATEGORY: CLASS II ROAD CATEGORY: CLASS II - MIX DESIGNATOR (COMPACTION EFFORT): 500 BLOW MIX DESIGNATOR (COMPACTION EFFORT): 500 BLOW - BINDER GRADE: PG 58-28 BINDER GRADE: PG 58-28 - MASTER GRADING BAND: DM-1/2"MASTER GRADING BAND: DM-1/2"
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-02
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N.T.S.
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OCTOBER 2014
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PUBLIC ROADS - TYPICAL STREET SECTION
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& DRIVE APPROACH DETAILS
100 WASHINGTONTERRACE
CITYWest
100 WASHINGTONTERRACE
CITYWest
Blvd
4800 WASHINGTONTERRACE
CITYS LAKERWAY
Washington
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%%uDEFECTIVE CONCRETE REPLACEMENT CRITERIA
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CURB & GUTTER
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SIDEWALK
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EXPANSION
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JOINT
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SPALLED, REPLACE SECTION
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25% OF SURFACE AREA HAS
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MORE, REPLACE SECTION
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DISPLACEMENT OF 2" OR
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VERTICAL OR HORIZONTAL
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MARK
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ICE POCKETS, REPLACE SECTION
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WHICH ALLOW WATER TO POND OR CAUSE
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SETTLEMENT, SPALLING OR DEPRESSIONS
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REPLACE SECTION
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2 OR MORE CRACKS,
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SCORE
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APPROACH
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DRIVE
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2% MAX CROSS SLOPE
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6" CONCRETE RAMP OR LANDING
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4" ROAD BASE
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"ADA SOLUTIONS, INC." COMPOSITE DETECTABLE WARNING SURFACE 2448IDPAV2 OR CITY ENGINEER APPROVED EQUAL
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%%UDETECTABLE WARNING SURFACE DETAIL
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%%UTRUNCATED DOME DETAIL
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GENERAL NOTES: : A. THE DETECTABLE WARNING SURFACE DOMES SHALL THE DETECTABLE WARNING SURFACE DOMES SHALL BE ORIENTED SUCH THAT THE ROWS ARE PARALLEL BE ORIENTED SUCH THAT THE ROWS ARE PARALLEL WITH THE DIRECTION OF PEDESTRIAN TRAVEL TO WITH THE DIRECTION OF PEDESTRIAN TRAVEL TO THE RAMP ON THE OPPOSITE SIDE OF THE THE RAMP ON THE OPPOSITE SIDE OF THE STREET. STREET. B. THE STANDARD COLOR FOR THE DETECTABLE THE STANDARD COLOR FOR THE DETECTABLE WARNING SURFACE SHALL BE DARK GRAY OR WARNING SURFACE SHALL BE DARK GRAY OR DARK GRAY OR OR PRE-APPROVED CONTRASTING COLOR. WHEN THE PRE-APPROVED CONTRASTING COLOR. WHEN THE EXISTING SIDEWALK COLOR IS NOT STANDARD EXISTING SIDEWALK COLOR IS NOT STANDARD CONCRETE, THE COLOR OF THE DETECTABLE CONCRETE, THE COLOR OF THE DETECTABLE WARNING SURFACE SHALL BE DETERMINED BY THE WARNING SURFACE SHALL BE DETERMINED BY THE CITY ENGINEER OR AUTHORIZED REPRESENTATIVE. CITY ENGINEER OR AUTHORIZED REPRESENTATIVE. C. WHEN A DETECTABLE WARNING SURFACE DOME IS WHEN A DETECTABLE WARNING SURFACE DOME IS CUT, THE REMAINING PORTION OF THE DOME CUT, THE REMAINING PORTION OF THE DOME SHALL BE BEVELED TO A MAXIMUM SLOPE OF 1:2.SHALL BE BEVELED TO A MAXIMUM SLOPE OF 1:2.
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NOTE: : LOCATE DETECTABLE WARNINGS SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL HAZARD. PROVIDE 2-FOOT MINIMUM DEPTH. SEE FIGURE FOR TRUNCATED DOME SIZE AND SPACING DIMENSION DETAILS.
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%%uSECTION A-A
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CONC. REPLACEMENT NOTES: 1. REPLACEMENT IS REQUIRED IF REPLACEMENT IS REQUIRED IF ANY COMPONENT HAS ONE OR MORE OF THE CONDITIONS SHOWN ABOVE. 2. ANYTIME CONCRETE IS CUT ANYTIME CONCRETE IS CUT TO REPLACE A DEFECTIVE COMPONENT, THE CUT SHOULD EXTEND COMPLETELY THROUGH THE PIECE BEING REPLACED.
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2
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1
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BEVEL ASPHALT EDGE AT RAMP AS SHOWN
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ITEM
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LANDING
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L
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R
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S
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F1
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F2
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B
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RAMP
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SIDEWALK
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TRAVERSABLE SURFACE
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NON-TRAVERSABLE SURFACE
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BLENDED TRANSITION
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MAX RUNNING SLOPE*
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5% (1V:20H) 2% MIN.
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2% (1V:48H)
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8.33% (1V:12H)
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--
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10% (1V:10H)
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25% (1V:4H)
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MAX. CROSS SLOPE*
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2% (1V:48H)
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--
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--
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SLOPE TABLE
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* RUNNING SLOPE IS IN THE DIRECTION OF PEDESTRIAN TRAVEL. CROSS SLOPE IS PERPENDICULAR TO PEDESTRIAN TRAVEL.
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2% (1V:48H)
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2% (1V:48H)
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2% (1V:48H)
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4" UNTREATED BASE COURSE
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SLOPE 12:1 (MAX.) ON RAMP 2% (MAX.) ON LANDING
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CURB WALL
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CONCRETE GUTTER
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ASPHALT PAVEMENT
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%%uTYPICAL WHEEL CHAIR RAMP
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%%UWHEELCHAIR RAMP-DETAIL "B"
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(WITHOUT PARK STRIP)
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6"x12" CURB WALL
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~
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5-#5 @ 1'-0" C.C. (TYP.)
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(WHEN APPROVED BY THE CITY ENGINEER)
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CROSS DRAIN SECTION
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8" UNTREATED BASE COURSE REQ'D
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MAX GRADE AS APPROVED
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#4 BARS @ 36" C.C.
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CURB & GUTTER
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P
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L
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2% MAX
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R
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S
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S
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R
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R
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L
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F1
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F1
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A
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A
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CURB & GUTTER
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12" EXP. JOINT EXPANSION JOINT @ 50' CRACK CONTROL JOINT @ 10'
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SCRIBE SIDEWALK EVERY 4'-0", EXPANSION JOINT EVERY 32'
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PROPERTY LINE
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CONCRETE SIDEWALK
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12:1 MAX
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P
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L
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2% MAX
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A
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A
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F1 OR F2
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R
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L
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B
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B
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S
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S
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PARKWAY
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CONST. 4"x12" CURB WALL AS DIRECTED BY THE CITY
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20' RADIUS TO TBC UNLESS OTHER WISE SPECIFIED BY THE CITY ENGINEER (30' RADIUS ON STATE HIGHWAY)
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R=10.0'
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F1 OR F2
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NOTES: A. WHERE DESIGNATED BY THE CITY, ALTERNATE WHERE DESIGNATED BY THE CITY, ALTERNATE RAMP DESIGNS MAY BE USED WITH THE PRIOR APPROVAL OF THE CITY ENGINEER AND THE CITY PUBLIC WORKS DEPARTMENT. SUBMIT ENGINEERED CONSTRUCTION PLANS TO CITY ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. B. SITE CONDITIONS WILL VARY. CONFIGURATION SITE CONDITIONS WILL VARY. CONFIGURATION OF RAMP, LANDING, AND TRANSITION MAY BE CHANGED, BUT THEY MUST MEET DIMENSIONS AND SLOPES AS SHOWN IN THE MOST RECENT EDITION OF THE U.D.O.T. STANDARDS & SPECIFICATIONS (SHEETS GW5A, GW5B, AND GW5C). THE USE OF FLARES, CURB WALLS, ETC. ARE AT THE DISCRETION OF THE ENGINEER. C. LOCATE CURB CUT WITHIN CROSSWALK. LOCATE CURB CUT WITHIN CROSSWALK. D. RAMP GRADE BREAK MUST BE RAMP GRADE BREAK MUST BE PERPENDICULAR TO THE RUNNING SLOPE.
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R=10.0'
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PROPERTY LINE
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1/4" AND 2" OR LESS, CUT.
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DISPLACEMENT OF MORE THAN
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-04
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N.T.S.
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PUBLIC ROADS - TYPICAL ADA RAMP &
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DEFECTIVE CONCRETE REPLACEMENT DETAILS
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OCTOBER 2014
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25.0' RADIUS TO
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PROPERTY LINE
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60.0' RADIUS TO
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PROPERTY LINE
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50.5' RADIUS
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TO TBC
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9.5' TBC TO
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PROPERTY LINE
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L
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NOTES: : 1. THE CIRCULAR CUL-DE-SAC LAYOUT ON THIS SHEET IS TO BE CONSIDERED AS THE CITY THE CIRCULAR CUL-DE-SAC LAYOUT ON THIS SHEET IS TO BE CONSIDERED AS THE CITY STANDARD DESIGN. OTHER ALTERNATE DESIGNS MAY BE CONSIDERED AS APPROVED BY THE CITY ENGINEER. 2. DEVELOPER SHALL PROVIDE AN AIR RELIEF OR BLOW-OFF AS DETERMINED BY THE SECONDARY DEVELOPER SHALL PROVIDE AN AIR RELIEF OR BLOW-OFF AS DETERMINED BY THE SECONDARY WATER PROVIDER AND IN ACCORDANCE WITH THEIR STANDARDS AND APPROVED BY THE CITY ENGINEER. 3. ALL TERMINATING SEWER MAINS SHALL END WITH A CITY STANDARD MANHOLE. ALL TERMINATING SEWER MAINS SHALL END WITH A CITY STANDARD MANHOLE. 4. SERVICE LATERAL CONNECTIONS SHALL NOT BE ALLOWED IN SEWER MANHOLES. SERVICE LATERAL CONNECTIONS SHALL NOT BE ALLOWED IN SEWER MANHOLES. 5. INDIVIDUAL MAILBOXES MAY BE ALLOWED IN CUL-DE-SACS. IF NOT ALLOWED A MAILBOX INDIVIDUAL MAILBOXES MAY BE ALLOWED IN CUL-DE-SACS. IF NOT ALLOWED A MAILBOX COMBINATION BOX UNIT (CBU) MUST BE INSTALLED ON THE MAIN ROAD AS THE MAIL DELIVERY LOCATION FOR HOMES WITHIN THE CUL-DE-SAC. IF SIDEWALK IS INSTALLED AGAINST THE BACK OF CURB, A CBU WILL BE REQUIRED BEHIND THE SIDEWALK. 6. MODIFIED CUL-DE-SACS (KNUCKLE, EYEBROW, BULB, OR HALF CUL-DE-SACS) ARE NOT MODIFIED CUL-DE-SACS (KNUCKLE, EYEBROW, BULB, OR HALF CUL-DE-SACS) ARE NOT PERMITTED. 7. LENGTH OF CUL-DE-SAC SHALL NOT EXCEED 400' AS MEASURED FROM THE PROPERTY LINE LENGTH OF CUL-DE-SAC SHALL NOT EXCEED 400' AS MEASURED FROM THE PROPERTY LINE EXTENSION OF THE RIGHT-OF-WAY AT THE ENTRANCE OF THE CUL-DE-SAC, ALONG THE CUL-DE-SAC ROAD CENTERLINE TO THE BEGINNING OF TURNAROUND.
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C OF ROAD
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L
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ADA RAMP (SEE SHEET 4)
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SANITARY SEWER MANHOLE
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SANITARY SEWER
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C OF ROAD
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L
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MONUMENT (SEE SHEET 3)
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SANITARY SEWER MANHOLE 10' FROM CURB
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TURNAROUND PORTION OF CUL-DE-SAC SHALL HAVE A C GRADE NOT TO EXCEED 4%
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P
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L
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2:1 CUT SLOPE
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(MAX)
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P
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3:1 FILL SLOPE
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(MAX)
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S=2.0%
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REQUIRED GRADING BETWEEN TBC AND PROPERTY LINE
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A
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MAILBOX CBU (SEE NOTE 5)
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SECTION A-A
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A
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60' RIGHT-OF-WAY
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CUL-DE-SAC
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MONUMENT
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(4) #4 REBAR REQUIRED TO 2'-0" BEYOND EACH SIDE OF UTILITY TRENCH CUT (TYP.)
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(CITY STANDARD)
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SIDEWALK SECTION
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CURB & GUTTER SECTION
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(CITY STANDARD)
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(3) #4 BARS REQ'D TO 2'-0" BEYOND EACH SIDE OF UTILITY TRENCH CUT (TYP.)
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1:3 BATTER
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2" RADIUS (TYP.)
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%%UTEMPORARY TURNAROUND
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(FOR INSIDE SUBDIVISION BOUNDARY TO BE MAINTAINED BY PROPERTY OWNER)
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ROW
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ROW
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SUBDIVISION BOUNDARY
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TEMP. TURNAROUND NOTES: : A. WHEN TURNAROUND CANNOT BE CONSTRUCTED OUTSIDE OF THE SUBDIVISION, IT SHALL BE WHEN TURNAROUND CANNOT BE CONSTRUCTED OUTSIDE OF THE SUBDIVISION, IT SHALL BE LOCATED ON A PORTION OF THE SUBDIVISION LOTS (AS NEEDED) WITH THE SUBDIVIDER PLACING IN ESCROW AN AMOUNT OF MONEY SUFFICIENT TO COMPLETE THE STREET IMPROVEMENTS TO THE SUBDIVISION BOUNDARY. THESE FUNDS WILL BE USED AT SUCH TIME THE STREET IS EXTENDED. B. DRAINAGE ONTO ADJACENT PROPERTY MUST BE BY WRITTEN APPROVAL OF ADJACENT PROPERTY DRAINAGE ONTO ADJACENT PROPERTY MUST BE BY WRITTEN APPROVAL OF ADJACENT PROPERTY OWNER. C. THE LOT ON WHICH THE TURN AROUND IS CONSTRUCTED SHALL BE RESTRICTED AS FOLLOWS: THE LOT ON WHICH THE TURN AROUND IS CONSTRUCTED SHALL BE RESTRICTED AS FOLLOWS: 1. PLATTED AS AN "R" "RESTRICTED" LOT. PLATTED AS AN "R" "RESTRICTED" LOT. 2. THIS LOT CANNOT BE SOLD OR BUILDING PERMITS ISSUED UNTIL THE ROAD IS EXTENDED THIS LOT CANNOT BE SOLD OR BUILDING PERMITS ISSUED UNTIL THE ROAD IS EXTENDED ROAD IS EXTENDED BEYOND THE SUBDIVISION BOUNDARY COMPLETE WITH CURB & GUTTER AND SIDEWALK.
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CONSTRUCT TEMP. TURNING AREA WITH 12" DEPTH OF ROAD BASE GRAVEL
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45.0' RADIUS TO
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EDGE OF GRAVEL
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"R" LOT
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DRAINAGE DITCH (DIRECTION DICTATED BY TOPOGRAPHY)
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PROPERTY LINE
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SD
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S
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S
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SD
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SD
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SD
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S
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S
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S
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S
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20' RADIUS @ RESIDENTIAL 30' RADIUS @ STATE ROADS
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PROPERTY LINE EXTENSION
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STANDARD CURB & GUTTER
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PROPERTY LINE
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PROPERTY LINE
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MIN. FRONTAGE REQUIRED BY ZONE
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STREET SIGN W/ STOP SIGN
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FUTURE CONSTRUCTION OF CURB, GUTTER & SIDEWALK WHEN ROAD IS EXTENDED
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10'
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FIRE HYDRANT LOCATIONS TO BE APPROVED BY THE FIRE SUPPRESSION AUTHORITY
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W
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W
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CULINARY WATER
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2%%% CROSS SCOPE TO CURB
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TERMINATE MAIN W/ FIRE HYDRANT. HYDRANT TO BE LOCATED AT EXTENSION OF PROPERTY LINE IN PARK STRIP AS SHOWN
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FLOW
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FLOW
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8" D.I.P.
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34.5' RADIUS
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TO TBC
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25.0' RADIUS TO
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PROPERTY LINE
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400' MAX. CUL-DE-SAC LENGTH (SEE NOTE 7 THIS DETAIL)
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SW
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SW
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SW
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SW
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42"
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SEE NOTE 2
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PROPERTY LINE
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4' (4:1 SLOPE FROM EDGE OF GRAVEL TO F OF DITCH)
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L
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45' RADIUS TO
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EDGE OF GRAVEL
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SLOPE 2% TO
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EDGE OF GRAVEL
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NOTES: : 1. THE DRAINAGE DITCH THE DRAINAGE DITCH SHALL HAVE A 4 HORZ. TO 1 VERT. (4:1) SIDE SLOPE FROM THE EDGE OF GRAVEL TO THE FLOW LINE OF DITCH. 2. DRAINAGE DITCH DRAINAGE DITCH MUST HAVE A MIN. GRADE OF 0.5%
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RIGHT-OF-WAY
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PROPERTY LINE
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SUBDIVISION BOUNDARY
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DRAINAGE DITCH DIRECTION OF FLOW DICTATED BY TOPOGRAPHY AND APPROVAL BY THE CITY ENGINEER
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CONSTRUCT TEMPORARY TURNING AREA WITH MIN. 12" DEPTH OF ROAD BASE GRAVEL
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(FOR OUTSIDE OF SUBDIVISION BOUNDARY AND TO BE MAINTAINED BY PROPERTY OWNER)
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55' RADIUS TO
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EASEMENT
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REQUIRED TEMPORARY TURNAROUND EASEMENT
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C
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TEMPORARY TURNAROUND
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8"x6" REDUCER
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6" FIRE HYDRANT AUXILIARY VALVE & BOX
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CONSTRUCT EROSION PROTECTION PAD WITH 3" MINUS ROCK AT END OF CURB AND GUTTER (5'x4'x12", LxWxD)
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-05
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N.T.S.
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OCTOBER 2014
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PUBLIC ROADS - CUL-DE-SAC &
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TEMP. TURNAROUND DETAILS
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NOTES: : 1. IN USING THE ABOVE TABLE, USE THE IN USING THE ABOVE TABLE, USE THE MAXIMUM INTERNAL PRESSURE ANTICIPATED (I.E. INTERNAL PRESSURE ANTICIPATED (I.E. HYDROSTATIC TEST PRESSURE, POSSIBLE SURGE PRESSURE DUE TO PUMP SHUT OFF, ETC.). 2. SEE SOILS REPORT FOR BEARING STRENGTH SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN THE ABSENCE OF A SOILS REPORT, IN THE ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 P.S.F.
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PIPE RESTRAINT
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1. FOR NOMINAL PIPE DIAMETERS 10" AND GREATER, ALL FOR NOMINAL PIPE DIAMETERS 10" AND GREATER, ALL BENDS, CROSSES, TEES, REDUCERS, AND VALVES SHALL BE INSTALLED WITH RESTRAINING JOINTS ("MEGA-LUG" OR APPROVED EQUAL). 2. DESIGN SHALL ALSO BE REQUIRED TO ENSURE ADEQUATE DESIGN SHALL ALSO BE REQUIRED TO ENSURE ADEQUATE RESTRAINT FOR PIPING JOINTS NEAR FITTINGS BASED ON PIPE DIAMETER AND PIPE PRESSURE.
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PROPERTY LINE
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OF ROAD
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C
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OF SUPPLY MAIN
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L
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C
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10'-0"
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EXAMPLE: 8-INCH 90° ELBOW, PRESSURE 200 LB./SQ. IN.FROM TABLE: THRUST = 94 X 200 = 18,800 LB. ASSUME BEARING STRENGTH = 2.000 LB./SQ. FT. 18,8000 AREA OF BEARING REQUIRED AREA OF BEARING REQUIRED 2,000 = 9.4 SQ. FT. FOR THRUST BLOCK
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THRUST PER PSI OF WATER PRESSURE AT VARIOUS FITTINGS
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DEAD END OR TEE (LB.)
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90°ELBOW (LB.)
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45°ELBOW (LB.)
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22-1/2°ELBOW (LB.)
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PIPE SIZE (IN.)
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4
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6
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8
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10
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12
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14
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16
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18
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20
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24
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623
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434
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351
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272
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210
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155
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109
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67
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39
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19
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27
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55
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94
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154
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218
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296
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383
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494
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611
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878
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487
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333
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269
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209
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161
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119
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84
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51
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30
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15
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7
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15
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26
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43
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61
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82
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106
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137
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169
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244
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ALL TIMBER FOR BLOCKING IS TO BE REDWOOD
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MIN. 3/4" TYPE K COPPER OR 1" CTS POLY SDR9 (200 psi) PIPE WITH STAINLESS STEEL INSERTS & BLUE 14 GAUGE TRACER WIRE, STUB TO 5'-0" MIN. INSIDE PROPERTY LINE AND PLUG.
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1. ALL SPECIFIED BRANDS OF MATERIALS SHOWN ON ALL SPECIFIED BRANDS OF MATERIALS SHOWN ON THESE DRAWINGS ARE "CITY STANDARDS." OTHER EQUIVALENT BRANDS MAY BE USED WITH THE PRIOR APPROVAL OF THE CITY ENGINEER AND THE CITY WATER DEPARTMENT SUPERINTENDENT. 2. NON-CORROSIVE STAINLESS STEEL "BLUE" BOLTS NON-CORROSIVE STAINLESS STEEL "BLUE" BOLTS AND NUTS ARE REQUIRED BY THE CITY.
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INSTALL LOCATION MARKER (1" BLUE COLORED POLY PIPE WRAPPED AROUND END OF SERVICE)
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30
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36
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947
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1,356
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1,332
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722
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377
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1,905
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1,032
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542
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RESIDENTIAL WATER SERVICE AND METER
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PLUG CROSS
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PLUG TEE
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TEE
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BENDS
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PLUG
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THRUST BLOCKING NOTES: 1. CONCRETE SHALL NOT BE PLACED WITHIN CONCRETE SHALL NOT BE PLACED WITHIN 1-1/2" OF JOINTS AND BOLTS. COVER ALL METAL CONTACT AREAS WITH A POLY WRAP PRIOR TO CONCRETE PLACEMENT. 2. IN THE ABSENCE OF A SOILS REPORT, IN THE ABSENCE OF A SOILS REPORT, ALL THRUST BLOCKS SHALL BE SIZED ON THE BASIS OF A MAXIMUM LATERAL BEARING VALUE FOR 2000 P.S.F. AND A THRUST RESULTING FROM 200% OF THE WATER LINE STATIC LINE TEST. 3. THRUST BLOCKS ARE REQUIRED AT ALL THRUST BLOCKS ARE REQUIRED AT ALL BENDS OF 22-1/2° OR MORE.4. CONCRETE SHALL HAVE A COMPRESSIVE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI IN 28 DAYS.
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TYPICAL RETAINER GLANDS & THRUST BLOCKING
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TYPICAL WATERLINE LOOP
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CONFLICTING UTILITY LINE
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CL-50 POLYWRAPPED D.I.P. OR C-900 PVC (TYP.)
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1
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3
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2
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2
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3
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4
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1 TRANSITION COUPLING; "ROMAC" MODEL 501 TRANSITION COUPLING; "ROMAC" MODEL 501 2 MJ 45 BEND W/RETAINER GLANDS MJ 45° BEND W/RETAINER GLANDS3 CONSTRUCT THRUST BLOCKS AT EACH 45 BEND W/(3) #6 CONSTRUCT THRUST BLOCKS AT EACH 45° BEND W/(3) #6 REBARS SECURING BLOCK TO FITTING (EPOXY COATING) BLOCK TO FITTING (EPOXY COATING) 4 FURNISH & INSTALL MJ GATE VALVE & BOX (IF REQUIRED BY FURNISH & INSTALL MJ GATE VALVE & BOX (IF REQUIRED BY CITY ENGINEER) 5 MINIMUM OF 12" COVER BETWEEN THE WATERLINE AND MINIMUM OF 12" COVER BETWEEN THE WATERLINE AND CONFLICTING UTILITY LINE TO BE CROSSED, EXCEPT LOOPS INVOLVING SEWER MAINS WHERE A MINIMUM OF 18" COVER IS REQUIRED.
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L
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C
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"MEGA-LUG" OR "ROMAC ALPHA", TYP.
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"MEGA-LUG" OR "ROMAC ALPHA", TYP.
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10' SEPARATION REQUIRED FROM EDGE OF WATER PIPE TO EDGE OF SEWER PIPE EXCEPT AS APPROVED BY THE UTAH DIVISION OF DRINKING WATER WHERE FUSED JOINT OR MECHANICAL JOINT PIPING IS USED
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PLACE LOCATOR TAPE 24" ABOVE TOP OF ALL PVC PIPE
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COMBINED WATER & SEWER SECTION
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GRADE LINE
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MAINTAIN 48" MIN. COVER OVER WATERLINE
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BED PIPE IN SAND OR GRAVEL IN UNSTABLE GROUND AREAS OR THROUGH ROCK EXCAVATION. 6" MIN. DEPTH UNDER PIPE TO BE COVERED W/BEDDING MATERIAL WHEN DIRECTED BY THE ENGINEER. BEDDING BEDDING DEPTH FOR PIPE LARGER THAN 12" DIA SHALL BE SPECIFIED BY CITY ENGINEER
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SEWER LATERAL
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CULINARY WATER LATERAL
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GENERAL NOTES: : 1. WASHINGTON TERRACE CITY SUPPLIES ALL WASHINGTON TERRACE CITY SUPPLIES ALL METERS LESS THAN 1 ", CONTRACTOR TO 12", CONTRACTOR TO SUPPLY ALL METERS 1 " OR LARGER. 12" OR LARGER. 2. ALL FITTINGS SHALL BE "MUELLER" OR ALL FITTINGS SHALL BE "MUELLER" OR "FORD" COMPRESSION TYPE UNLESS OTHERWISE NOTED.
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STD. 2'-6" CURB & GUTTER W/ MIN. 4" THICK COMPACTED ROAD BASE
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ASPHALT ROAD SURFACE (MIN. 3" THICK)
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CAST IRON COVER W/ LOCKING NUT & ANTENNA HOLE ("D&L SUPPLY" MODEL L-2240)
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DUCTILE IRON PIPE - POLYWRAPPED - POLYWRAPPED 6"-12" MAINS SHALL BE CLASS 50. 14" OR LARGER MAINS SHALL BE CLASS 250 psi C900/C905 - BLUE COLOR PIPE W/ BLUE 14 - BLUE COLOR PIPE W/ BLUE 14 GAUGE TRACER WIRE 6"-12" MAINS SHALL BE C900 DR-14 14" OR LARGER MAINS SHALL BE C905 DR-18
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D.I.P. MAINS: TAP DIRECTLY INTO MAIN : TAP DIRECTLY INTO MAIN PVC MAINS: USE NYLON COATED SADDLE : USE NYLON COATED SADDLE W/ DOUBLE STAINLESS STEEL STRAPS - ROMAC 202NS
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"MUELLER" H-15451 OR "FORD" C14-66-Q COMPRESSION CONNECTION.
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MIN. 3/4" TYPE K COPPER OR 1" CTS POLY SDR9 (200 psi) SERVICE FOR SINGLE FAMILY DWELLING (LARGER SERVICES SHALL BE AS APPROVED BY THE CITY ENGINEER)
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STD. 4'-0" CONC. SIDEWALK MIN. 4" THICK W/ MIN. 4" COMPACTED ROAD BASE
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LID FLUSH WITH GROUND OR AS DIRECTED BY CITY
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5/8"x3/4" METER & LID ANTENNA SUPPLIED BY WASHINGTON TERRACE CITY
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CORP. STOP TAP CONNECTION "MUELLER" B-25008
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8" MIN CULINARY WATER SUPPLY MAIN
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ANGLE BALL VALVE
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18" CONC. METER BOX
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SAW CUT, CLEAN AND TACK COAT ALL EXIST. EDGES
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SHAPE TRENCH BY HAND TO FIT BOTTOM QUADRANT OF PIPE FOR ALL SEWER AND DRAIN LINES
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(WATER, SEWER, AND STORM DRAIN)
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INSTALL BLUE 14 GAUGE TRACER WIRE ON ALL PVC OR HDPE PIPE WITH THE EXCEPTION OF PVC FOR SEWER
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GRADE LINE
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3" BITUMINOUS SURFACE (PER CITY SPECIFICATION)
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SAND, GRAVEL OR EARTH CONTAINING NO LUMPS, ORGANIC MTL. OR ROCKS LARGER THAN 1" IN ANY DIRECTION. HAND OR MECHANICAL COMPACTION.
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INSTALL PIPE ON STABLE FOUNDATION WITH UNIFORM BEARING BEARING UNDER FULL LENGTH OF PIPE BARREL - PROVIDE BELL HOLES.
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SIDE SLOPES TO CONFORM WITH LOCAL, STATE AND FEDERAL 0.S.H.A. REQUIREMENTS
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IMPORTED BACKFILL MATERIAL MUST BE USED IF NATIVE MATERIAL CANNOT BE COMPACTED TO 95% MIN. LIFTS GREATER THAN 8" REQUIRE INSPECTION BY CITY REPRESENTATIVE.
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TYPICAL TRENCH SECTION
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8" ROAD BASE (MIN.)
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1'-6" MIN.
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PIPE O.D.+18" WIDTH @ TOP OF PIPE
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"MEGA-LUG" OR "ROMAC ALPHA", TYP.
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OR WHITE HDPE TUBE
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(1" METER REQUIRES 21")
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COPPER METER YOKE W/ VERTICAL CHECK VALVE "MUELLER" MODEL H-1434-6A OR "FORD" VBHC72-xxW-44-xx-Q-NL OR APPROVED EQUAL
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TRACING WIRE REQUIRED ON LATERALS FROM CORP STOP TO METER YOKE
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-06
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N.T.S.
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MARCH 2015
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CULINARY WATER - RESIDENTIAL WATER SERVICE & METER, THRUST BLOCK, WATERLINE LOOP, & PIPE TRENCH DETAILS
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BMJ
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BEB
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BMJ
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~
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~
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2" MIN. 4" MAX.
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1.5 CU. YD 1" WASHED ROCK FOR DRAIN MEDIA PLACED BELOW DRAIN PLUG OPENINGS
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6" DIA. POLYWRAPPED D.I.P. CLASS 50 OR 6" DR-14 C900 PIPE
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"CLOW" MEDALLION OR "MUELLER" CENTURION FIRE HYDRANT
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ADJUST ALL WATER VALVE BOXES TO GRADE FOLLOWING PAVING WITH CONCRETE COLLAR. COLLAR TO BE HELD DOWN 1/4" BELOW TOP OF NEW ASPHALT. (LID MUST SPECIFY "WATER")
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CAST IRON SCREW TYPE VALVE BOX & LID "TYLER" 564-S
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6" FL x MJ GATE VALVE "MUELLER" SERIES 2300
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d"x6" MJxMJxFL TEEx6" MJxMJxFL TEE
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CONCRETE THRUST BLOCK
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L
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C
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WATER MAIN
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*HYDRANT TO BE INSTALLED 2'-0" FROM THE BACK OF SIDEWALK WHEN SIDEWALK IS INSTALLED AGAINST THE BACK OF CURB
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FIRE HYDRANT
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FIRE HYDRANT NOTE: : 1. FIRE HYDRANTS ARE TO BE INSTALLED IN LOCATIONS FIRE HYDRANTS ARE TO BE INSTALLED IN LOCATIONS AS REQUIRED BY THE FIRE CODE AND APPROVED BY THE FIRE CHIEF AND CITY ENGINEER. 2. FIRE HYDRANTS ARE ALSO REQUIRED TO BE FIRE HYDRANTS ARE ALSO REQUIRED TO BE INSTALLED AT THE ENDS OF CUL-DE-SACS AND DEAD ENDS FOR BLOW-OFF PURPOSES. 3. DEPENDING ON ITS LOCATION, A FIRE HYDRANT MAY DEPENDING ON ITS LOCATION, A FIRE HYDRANT MAY SERVE FOR BOTH FIRE PROTECTIONS AND BLOW-OFF PURPOSES.
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PROPERTY LINE
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L
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OF ROAD
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C
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OF SUPPLY MAIN
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L
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C
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10'-0"
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STD. 2'-6" CURB & GUTTER
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ASPHALT ROAD SURFACE
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STD. 4'-0" CONC. SIDEWALK
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CONCRETE THRUST BLOCK
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POLY WRAP HYDRANT PRIOR TO CONCRETE THRUST BLOCK
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MIN 8" CULINARY WATER SUPPLY MAINFOR DISTRIBUTION SYSTEM SERVING FIRE HYDRANT
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PIPE & FITTING SCHEDULE
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GRADE RINGS AS REQ'D
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INSULATED VALVE COVER BY OTHERS
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AIR/VACUUM RELIEF STATION
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(BURIED WATERMAIN APPLICATION)
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NO.
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DESCRIPTION
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FITTING
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A
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2" COMBINATION AIR-VACUUM RELIEF VALVE "A.R.I." MODEL D-040 P W/ NPT CONNECTIONS
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THR.
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THR.
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THR.
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THR.
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THR.
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THR.
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THR.
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H
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G
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F
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E
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D
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C
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B
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2" BRASS BALL VALVE (1/4 TURN)
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2" NYLON COATED W/ DOUBLE S.S. STRAPS SERVICE SADDLE
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1 1/2" SCH. 80 PVC PIPE
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1 1/2" GALV. STEEL 90° ELBOW
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1 1/2" SCH. 80 PVC UNION
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2" BRASS PIPE
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1 1/2" SCH. 80 PVC TEE
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12" CONCRETE COLLAR (TYP)
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STD. CONC. CURB & GUTTER
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WASHED DRAIN ROCK
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C.I. MANHOLE STEPS, UNIFORMLY SPACED @ 1'-0" MAX. (ON MANHOLES OVER 6' DEEP)
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WATER MAIN
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FINISH GRADE
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PRE-CAST REINFORCED CONC. FLAT-SLAB LID W/30" DIA. OPENING (HS-20 LOADING)
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SEAL ALL JOINTS W/ "RAMNECK" OR "KENT SEAL" GROUT
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"THORITE" GROUT SEAL OR APPROVED EQUIVALENT
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5'-0" CL-IVR.C.P. MH SECTION
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1 " BALL 12" BALL DRAIN VALVE
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30" "D&L SUPPLY" A-1180 VENTED RING & COVER MARKED "WATER"
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G
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C
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B
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A
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D
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H
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NOTE:USE A 2" HEAVY-DUTY COMBINATION AIR-VACUUM USE A 2" HEAVY-DUTY COMBINATION AIR-VACUUM RELIEF VALVE-"APCO" MODEL 145C WHEN SPECIFIED BY THE CITY CULINARY WATER DIVISION.
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THR.
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I
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1 1/2" GALV. STEEL PIPE
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1" CHAMFER ON ALL EXPOSED EDGES
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DRILL 8 COLUMNS OF 5 HOLES EA, " HOLES, STAGGERED AS 12" HOLES, STAGGERED ASSHOWN
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10" GALV. STEEL COUPLING CAST INTO CONC. BASE
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18"x10" DIA. STEEL PIPE (GALV. AFTER FABRICATION). COAT w/ EPOXY BASE PAINT - COLOR AS DETERMINED BY CITY. BOLT TO COUPLING AS SHOWN.
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WELD #10 GA. PLATE TO 10" PIPE COVER-GRIND/CHAMFER EXPOSED EDGES
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DRILL " 12" DRAIN HOLE THRU BASE
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**LOCATION OF VENT PIPE TO BE DETERMINED BY CITY ENGINEER
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#4 HOOP
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(4) #4'S WELDED TO COUPLING
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PLACE 1 CU. YD. 2"+ DRAIN ROCK
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FINISH GRADE
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DETAIL "B"
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24" TO GRADE
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1 1/2" ALUMINUM T-STYLE AIR VENT "MORRISON BROS. CO." MODEL # 155 (THR.)
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20 MESH S.S. SCREEN OVER OPENING
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DETAIL "A"
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WELD NUT IN PLACE
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AIR/VACUUM RELIEF STATION NOTES: : 1. NO MORE THAN 12" OF GRADE RINGS TO BE NO MORE THAN 12" OF GRADE RINGS TO BE ALLOWED ON ANY MANHOLE. 2. RAISE ALL MANHOLES TO FINISH GRADE OF RAISE ALL MANHOLES TO FINISH GRADE OF STREET FOLLOWING PAVING WITH A CONCRETE COLLAR. COLLAR TO BE HELD DOWN " BELOW TOP OF NEW ASPHALT. 12" BELOW TOP OF NEW ASPHALT.
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POLY WRAP PRIOR TO CONCRETE THRUST BLOCK
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1. ALL SPECIFIED BRANDS OF MATERIALS ALL SPECIFIED BRANDS OF MATERIALS SHOWN ON THESE DRAWINGS ARE "CITY STANDARDS." OTHER EQUIVALENT BRANDS MAY BE USED WITH THE PRIOR APPROVAL OF THE CITY ENGINEER AND THE CITY WATER DEPARTMENT SUPERINTENDENT. 2. NON-CORROSIVE STAINLESS STEEL "BLUE" NON-CORROSIVE STAINLESS STEEL "BLUE" BOLTS AND NUTS ARE REQUIRED BY THE CITY.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-07
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N.T.S.
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OCTOBER 2014
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CULINARY WATER - AIR/VACUUM RELIEF STATION, & FIRE HYDRANT DETAILS
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"MUELLER" H-1423-2 METER YOKE (18" HEIGHT)
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"MUELLER" 110 COMPRESSION CONN. COUPLING
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17
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16
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15
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DESCRIPTION
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1 1/2"
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LINE
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JOINT
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TYPE
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LINE
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2"
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1 1/2"
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FL
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2"
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-
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1 1/2"
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2"
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-
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1 1/2"
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2"
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(1 1/2" & 2" METER STA.)
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17
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15
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16
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17
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4' M.H. SECTION
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%%uPLAN
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%%u1 1/2" & 2" WATER METER STATION
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%%uSECTION
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1 1/2" & 2" METER NOTES: : 1. 1 " SERVICE LINE-13" METER 1 " SERVICE LINE-13" METER 12" SERVICE LINE-13" METER 2" SERVICE LINE-17" METER 2. CONTRACTOR TO SUPPLY ALL METERS 1 " OR CONTRACTOR TO SUPPLY ALL METERS 1 " OR 12" OR LARGER, CITY SUPPLIES METERS ON 1" SERVICE LINES. 3. NO MORE THAN 12" OF GRADE RINGS TO BE NO MORE THAN 12" OF GRADE RINGS TO BE ALLOWED ON ANY MANHOLE 4. RAISE ALL MANHOLES TO FINISH GRADE OF RAISE ALL MANHOLES TO FINISH GRADE OF STREET FOLLOWING PAVING WITH A CONCRETE COLLAR. COLLAR TO BE HELD DOWN " BELOW 12" BELOW TOP OF NEW ASPHALT.
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4' PRECASTM.H. W/ HS-20 FLAT LID
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FINISH GRADE
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TYPE "K" COPPER PIPE; CTS POLY SDR9 (200 psi) ; CTS POLY SDR9 (200 psi) WITH STAINLESS STEEL INSERTS AND TRACER WIRE (AS APPROVED BY THE CITY)
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BRONZE SADDLE WITH STAINLESS STEEL STRAPS (ROMAC 202BS) AND CORP STOP (MUELLER 15023)
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TYPE "K" COPPER PIPE; CTS POLY SDR9 ; CTS POLY SDR9 (200 psi) WITH STAINLESS STEEL INSERTS AND TRACER WIRE (AS APPROVED BY THE CITY)
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"BADGER" RECORDALL DISC METER
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W/ LID ANTENNA
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12" GRAVEL BASE
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C.I. MANHOLE STEPS, UNIFORMLY SPACED @ 1'-0" MAX.
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GROUT ALL JOINTS ON PRECAST CONCRETE SECTIONS (GROUT, RAMNECK, OR KENT SEAL)
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GRADE RINGS AS REQ'D. (SEE NOTE 3) GROUT ALL GRADE RINGS
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12"x12" CONCRETE COLLAR (WHEN LOCATED IN ASPHALT AREAS)
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30" MANHOLE RING & COVER W/ ANTENNA HOLE; "D&L" SUPPLY #A-1181 MARKED "WATER"
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%%uSECTION
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%%uPLAN
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%%u3", 4" & 6" WATER METER STATION
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5
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10
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8
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2
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3
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6
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12
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9
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7
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2
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3
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8
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11
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2
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7
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9
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10
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6
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5
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1
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5
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10
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6
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8
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2
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3
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1
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6
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10
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5
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12
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34" ANCHOR BOLTS (TYPICAL)
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GENERAL NOTES: 1. PROPERTY OWNER OR CONTRACTOR PROPERTY OWNER OR CONTRACTOR SHALL PAY FOR ALL COSTS OF INSTALLATION INCLUDING ALL MATERIALS, ALL EXCAVATION AND FILL, ASPHALT REPLACEMENT AND WATER MAIN CONNECTION. 2. INSPECTION OF ALL WATER LINE INSPECTION OF ALL WATER LINE INSTALLATIONS WILL BE DONE BY THE WILL BE DONE BY THE CITY WATER DEPARTMENT, WITH A 48 HOUR MINIMUM NOTICE REQUIRED PRIOR TO START OF WORK. 3. IF APPLICABLE, A CITY EXCAVATION IF APPLICABLE, A CITY EXCAVATION PERMIT MUST BE REQUESTED AND APPROVED PRIOR TO START OF WORK. 4. ALL RADIO-READ ANTENNAS TO BE ALL RADIO-READ ANTENNAS TO BE INSTALLED ABOVE THE ACCESS LID. WHEN DIRECTED BY THE CITY WATER DIVISION, ANTENNA DOMES LOCATED WITHIN HIGH TRAFFIC AREAS TO BE RECESSED IN THE MANHOLE LID.
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VAULT NOTES: 1. ALL FITTINGS OUTSIDE OF THE VAULT ALL FITTINGS OUTSIDE OF THE VAULT ARE TO BE DUCTILE IRON MJ WITH TO BE DUCTILE IRON MJ WITH THRUST RESTRAINT RETAINER GLANDS ("ROMAC", MJRG, OR APPROVED EQUAL) 2. PENETRATION WALLS NEED TO BE PENETRATION WALLS NEED TO BE ADEQUATELY DESIGNED STRUCTURALLY FOR ANTICIPATED THRUST. 3. THE PRECAST VAULT MANUFACTURER IS THE PRECAST VAULT MANUFACTURER IS RESPONSIBLE FOR DESIGN RELATED TO TRAFFIC LOADING AND THRUST. VERIFICATION OF PROPER DESIGN MUST BE PROVIDED TO THE CITY BY THE DEVELOPER, CONTRACTOR, OR PROPERTY OWNER AS THE CASE MAY BE. 4. ALL FITTINGS SHALL BE AWWA C-110 ALL FITTINGS SHALL BE AWWA C-110 WITH 125 LB. FLANGES. ALL PIPING SHALL BE DUCTILE IRON PIPE CLASS 350 P.S.I. MIN.
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3",4", OR 6" D.I.P. CLASS 50 OR C900 PVC
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3",4", OR 6" D.I.P. CLASS 50 OR C900 PVC
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8
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2
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SLOPE TO DRAIN
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FINISH GRADE
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30" MANHOLE RING & COVER W/ ANTENNA HOLE; "D & L" SUPPLY A-1180 VENTED COVER, MARKED "WATER"
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3" WATER METER STATION
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4" WATER METER STATION
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6" WATER METER STATION
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SIZE
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HEIGHT
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VARIES
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8'x12'
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PRECAST UTILITY VAULT
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6"
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6"
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LINE
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4"
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LINE
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4"
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DESCRIPTION
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SPOOL PIECE
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NIPPLE
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PIPE SECTION
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PIPE SECTION
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90%%d ELBOW
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TEE
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"MUELLER" 2300 GATE VALVE W/ HANDWHEEL
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"BADGER" RECORDALL TURBO SERIES METER
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1
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NO.
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NIPPLE
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3"
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LINE
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TYPE
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JOINT
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3"
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PIPE & FITTING SCHEDULE
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2
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3
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4
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5
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6
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7
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8
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9
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10
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14
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13
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12
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11
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FL
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FL
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"ROMAC" 501 FLEXIBLE PIPE COUPLING
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6"
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3"
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4"
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-
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MJ
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6"x42"
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FLxPE
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3"x42"
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4"x42"
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PE
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6"x24"
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3"x24"
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4"x24"
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3"x15"
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4"x20"
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6"x30"
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FL
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(3",4" & 6" METER STA.)
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PE
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METER W/ LID ANTENNA
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6"
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3"
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4"
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6"
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3"
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4"
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MJ
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6"
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3"
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4"
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NIPPLE
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FLxPE
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3"x16"
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4"x18"
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6"x28"
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13
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"CLOW" F-1608 OR "ANVIL" #264 GALV. PIPE SUPPORT W/
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COMPANION FLANGE & VARIABLE HEIGHT NIPPLE (5 EA REQ'D)
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FLxPE
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8
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SEE VAULT NOTES THIS SHEET
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VARIES
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LOCATION OF 30" M.H. ACCESS
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SUMP GRATE "D&L" MODEL 6016
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WALL PENETRATION PIPE RESTRAINT, TYP. (SEE DETAIL SHEET 9)
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GROUT LINES IN PRECAST OPENINGS
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TOP REINFORCED TO CARRY HS-20 TRAFFIC LOADING
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12"x12" CONCRETE COLLAR (WHEN LOCATED IN ASPHALT AREAS)
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ACCESS LADDER (SEE DETAIL SHEET 9).
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PRESSURE GAUGE W/HOSE BIB (SEE DETAIL SHEET 9)
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1-1/2" WASHED ROCK (12" THICK MINIMUM)
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DEPENDING ON GROUNDWATER & VAULT DRAINAGE, A SUMP PUMP MAY BE REQUIRED. THIS IS A CASE BY CASE ITEM DETERMINED BY THE CITY ENGINEER.
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WATERTIGHT CONC. PLUG IN AREAS WHERE SHALLOW GROUNDWATER IS PRESENT. NO PLUG IN AREAS WHERE GROUNDWATER IS DEEP.
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18" CONC. PIPE SUMP
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1 CU. YD. GRAVEL UNDER 12 CU. YD. GRAVEL UNDER SUMP IF PLUG IS NOT INSTALLED.
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SYMBOL
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14
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14
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8'x10'
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8'x10'
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VARIES
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VARIES
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8
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"ROMAC" FCA501 FLANGED COUPLING ADAPTER
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FL
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6"
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3"
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4"
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4
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4
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"BADGER" PLATE STRAINER
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FL
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6"
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3"
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4"
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6"
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3"
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4"
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6"
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3"
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4"
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13
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14
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NO.
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CENTER OF MH
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CORE DRILL CONCRETE WALL FOR POLY SERVICE; GROUT CLOSED
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OFFSET METER FROM CENTER OF MANHOLE
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1. ALL SPECIFIED BRANDS OF MATERIALS ALL SPECIFIED BRANDS OF MATERIALS SHOWN ON THESE DRAWINGS ARE "CITY STANDARDS." OTHER EQUIVALENT BRANDS MAY BE USED WITH THE PRIOR APPROVAL OF THE CITY ENGINEER AND THE CITY WATER DEPARTMENT SUPERINTENDENT. 2. NON-CORROSIVE STAINLESS STEEL "BLUE" NON-CORROSIVE STAINLESS STEEL "BLUE" BOLTS AND NUTS ARE REQUIRED BY THE CITY.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CULINARY WATER - STANDARD WATER METER STATIONS
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CS-08
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N.T.S.
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OCTOBER 2014
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PRV GENERAL SPECIFICATIONS: : 1. PRV TO BE CLA-VAL #90-01 YBCSKC PRV TO BE CLA-VAL #90-01 YBCSKC 2. 150 # FLANGED FOR 250 PSI WORKING 150 # FLANGED FOR 250 PSI WORKING PRESSURE - 300 # FLANGED IF GREATER THAN 250 PSI 3. DUCTILE IRON BODY GLOBE DUCTILE IRON BODY GLOBE PATTERN 4. EPOXY LINED AND COATED EPOXY LINED AND COATED 5. STAINLESS STEEL INTERNAL TRIM STAINLESS STEEL INTERNAL TRIM 6. BRONZE PILOT CONTROLS BRONZE PILOT CONTROLS 7. COPPER TUBES & FITTINGS STANDARD COPPER TUBES & FITTINGS STANDARD (STAINLESS STEEL WHEN SPECIFIED BY CITY WATER DIVISION) 8. SPRING RANGES FOR PRESSURE SPRING RANGES FOR PRESSURE REDUCING PILOT 9. X101 VALVE POSITION INDICATORX101 VALVE POSITION INDICATOR
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30"
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4"x3"
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10
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11
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12
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13
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14
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15
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16
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17
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9
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8
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7
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6
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5
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4
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3
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2
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1
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4"x3"
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FL
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4"x3"
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BLIND FLANGE W/THR. CONNECTION (2)
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TH
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GALVANIZED UNION
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4"
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4"
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FL
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4"
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"MUELLER" SERIES 2300 GATE VALVE (2)
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TH
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GALVANIZED PIPE (3)
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PRV - PIPE & FITTING SCHEDULE
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FLxPE
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FLxPE
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FL
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MJ
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MJ
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MJ
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MJ
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FL
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FL
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TH
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JOINT
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TYPE
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LINE
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6"
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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4"
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3"
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NO.
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REDUCER (2)
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REDUCING TEE (2)
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PIPE SECTION (2)
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90%%D ELBOW (2)
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NIPPLE (2)
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NIPPLE (2)
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"MUELLER" SERIES 2300 GATE VALVE (2)
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NIPPLE
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FLANGED COUPLING ADAPTER
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SPOOL PIECE
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DESCRIPTION
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6"
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6"
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6"
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6"
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6"
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4"
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6"
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4"
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4"
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8"
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8"
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8"
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8"
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8"
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4"
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8"
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4"
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4"
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LINE
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8"
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6"x4"
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4"x4"x4"
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8"x6"
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6"x6"x4"
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LINE
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10"x8"
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8"x8"x4"
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10"
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"CLA-VAL" 90-01 PRESSURE REDUCTION VALVE
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"CLA-VAL" 90-01 PRESSURE REDUCTION VALVE
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"CLOW" F-1608 OR "ANVIL" #264 GALV. PIPE SUPPORT W/ 3"
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COMPANION FLANGE & VARIABLE HEIGHT 3" NIPPLE (6 EA REQD.)
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NOTES: 1) STRUCTURE, PIPING & VALVE SIZES FOR P.R.V. STATIONS ON LINE SIZES 1) STRUCTURE, PIPING & VALVE SIZES FOR P.R.V. STATIONS ON LINE SIZES STRUCTURE, PIPING & VALVE SIZES FOR P.R.V. STATIONS ON LINE SIZES GREATER THAN 10" SHALL BE SPECIFIED BY THE ENGINEER. 10" SHALL BE SPECIFIED BY THE ENGINEER. 2) PRV'S TO BE GLOBE STYLE W/ GLASS INDICATOR (SITE TUBE) ON TOP OF PRV'S TO BE GLOBE STYLE W/ GLASS INDICATOR (SITE TUBE) ON TOP OF BONNET
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FLxPE
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FLxPE
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16
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14
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1
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3
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2
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4
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2
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3
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1
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4
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6
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15
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13
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13
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12
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13
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16
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14
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6
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5
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5
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7
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11
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8
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9
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10
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7
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SUMP GRATE D&L MODEL E6016
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WALL PENETRATION PIPE RESTRAINT-TYP. (SEE DETAIL THIS SHEET)
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"THORITE" GROUT SEAL (TYP.)
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VAULT NOTES: : 1. WHERE APPLICABLE, PRESSURE RELIEF VALVE WHERE APPLICABLE, PRESSURE RELIEF VALVE ASSEMBLY MAY BE REQUIRED. THIS IS A CASE BY CASE ITEM DETERMINED BY THE CITY WATER DEPARTMENT (PRV VAULT WILL NEED TO BE LENGTHENED TO ACCOMMODATE SUCH VALVE) 2. PRECAST CONCRETE STRUCTURE CAN BE REPLACED PRECAST CONCRETE STRUCTURE CAN BE REPLACED WITH CAST-IN-PLACE CONCRETE VAULT. SUBMIT ENGINEERED CONSTRUCTION PLANS WITH REBAR DETAILS CONSTRUCTION PLANS WITH REBAR DETAILS TO CITY ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO CONSTRUCTION. 3. PENETRATION WALLS NEED TO BE ADEQUATELY PENETRATION WALLS NEED TO BE ADEQUATELY DESIGNED STRUCTURALLY FOR ANTICIPATED THRUST. 4. THE PRECAST VAULT MANUFACTURER IS RESPONSIBLE THE PRECAST VAULT MANUFACTURER IS RESPONSIBLE FOR DESIGN RELATED TO TRAFFIC LOADING AND THRUST. VERIFICATION OF PROPER DESIGN MUST BE PROVIDED TO THE CITY BY THE DEVELOPER, CONTRACTOR, OR PROPERTY OWNER AS THE CASE MAY BE.
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36" MANHOLE OPENING -CENTER OVER P.R.V. "D&L" SUPPLY A-1460 RING AND COVER
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AIR/VACUUM RELIEF
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NOTE: ALL FITTINGS OUTSIDE OF THE VAULT ARE TO BE DUCTILE IRON MJ WITH THRUST RESTRAINT RETAINER GLANDS ("ROMAC", MJRG, OR APPROVED EQUAL)
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6",8", OR 10" D.I.P. CLASS 50
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VARIES
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1'-4"
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8"
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3"
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LADDER DETAIL
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COATING NOTES: 1. THE P.R.V. VALVE SHALL INCLUDE THE P.R.V. VALVE SHALL INCLUDE FACTORY - INSTALLED INTERIOR EPOXY COATING. 2. ALL NEW AND EXISTING PIPING, ALL NEW AND EXISTING PIPING, VALVES, FITTINGS, METERS, ETC, INSIDE THE VAULT SHALL BE EPOXY PAINTED. 3. METAL SURFACES TO BE PAINTED METAL SURFACES TO BE PAINTED SHALL BE PRIMED AND THEN PAINTED W/ TWO COATS OF EPOXY PAINT. 4. COLORS AS DIRECTED BY THE CITY COLORS AS DIRECTED BY THE CITY ENGINEER OR CITY WATER DEPARTMENT SUPERINTENDENT.
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FOR PRECAST VAULT (TYP)
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STEEL PLATE DIMENSIONS: : 10" PIPE OR LESS = 24"x24" PLATE12" -18" PIPE = 36"x36" PLATE20" PIPE OR GREATER = AS DIRECTEDBY CITY ENGINEER
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THE ANCHOR PINS OF THE RESTRAINING GLAND MUST POINT AWAY FROM THE AWAY FROM THE FROM THE VAULT WALL AS SHOWN.
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SEE VAULT NOTES THIS SHEET
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PLAN
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34" DIA.
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34" DIA.
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2 " x "12" x "34"
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HOT DIP GALVANIZE AFTER FABRICATION
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6",8", OR 10" D.I.P. CLASS 50
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GROUT AROUND PIPE
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34" THICK STEEL PLATE (60 KSI) W/ HOLE FOR PIPE SECTION- MAX. " CLEARANCE14" CLEARANCE
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D.I.P.
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"ROMAC" MJRG RETAINER GLAND - RATED FOR ANTICIPATED LINE PRESSURE (OR APPROVED EQUAL)
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WALL PENETRATION DETAIL
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SYMBOL
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3"
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3"
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3"
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3"
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3"
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3"
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3"
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3"
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2" PVC CONDUIT (FOR TELEMETRY CONNECTIONS)
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30" "D & L SUPPLY" A-1180 MANHOLE RING & COVER MARKED "WATER"
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9
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8
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1
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2
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SLOPE TO DRAIN
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1
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5
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2
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10
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11
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17
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7
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5
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THRUST RING FOR CAST IN PLACE VAULTS (TYP)
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EXCAVATION LINE
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2" COMBINATION AIR/VACUUM RELIEF "A.R.I." MODEL D-040 (SEE DETAIL SHEET 7)
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34" ANCHOR BOLTS (TYPICAL)
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LADDER OR MANHOLE STEPS ON THE UPSTREAM SIDE OF THE VAULT (SEE LADDER DETAIL THIS SHEET)
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36" MANHOLE OPENING-CENTER OVER P.R.V.- "D&L" SUPPLY A-1460 RING AND COVER
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PRESSURE REDUCTION STATION
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DEPENDING ON GROUNDWATER & VAULT DRAINAGE, A SUMP PUMP MAY BE REQUIRED. THIS IS A CASE BY CASE ITEM DETERMINED BY THE CITY ENGINEER.
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WATERTIGHT CONC. PLUG IN AREAS WHERE SHALLOW GROUNDWATER IS PRESENT. NO PLUG IN AREAS WHERE GROUNDWATER IS DEEP.
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SITE TUBE W/ BLEED OFF ASSEMBLY REQ'D
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ELEVATION
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GROUT LINES IN PRECAST OPENINGS
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ASPHALT CUT TO NEAT LINE 18" BEYOND EXCAVATION
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12"x12" CONCRETE COLLAR (WHEN LOCATED IN ASPHALT AREAS)
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SEAL ALL JOINTS W/ "RAMNECK" OR "KENT SEAL" GROUT
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3" ASPHALT
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8" ROADBASE
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TOP REINFORCED TO CARRY HS-20 TRAFFIC LOADING
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18" CONC. PIPE SUMP
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1-1/2" WASHED ROCK (12" THICK MINIMUM)
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1-1/2" CU. YD. GRAVEL UNDER SUMP IF PLUG IS NOT INSTALLED
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FINISH GRADE
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17
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7
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17
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12"
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(TYP.)
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1. ALL SPECIFIED BRANDS OF MATERIALS ALL SPECIFIED BRANDS OF MATERIALS SHOWN ON THESE DRAWINGS ARE "CITY STANDARDS." OTHER EQUIVALENT BRANDS MAY BE USED WITH THE PRIOR APPROVAL OF THE CITY ENGINEER AND THE CITY WATER DEPARTMENT SUPERINTENDENT. 2. NON-CORROSIVE STAINLESS STEEL "BLUE" NON-CORROSIVE STAINLESS STEEL "BLUE" BOLTS AND NUTS ARE REQUIRED BY THE CITY.
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CULINARY WATER - PRESSURE REDUCTION STATION
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CS-09
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N.T.S.
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OCTOBER 2014
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45°BEND
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UPRIGHT MUST BE THE SAME SIZE AS LATERAL
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GENERAL NOTES: 1. ALL SANITARY SEWER LATERAL CONNECTIONS ON SEWER MAINS ALL SANITARY SEWER LATERAL CONNECTIONS ON SEWER MAINS IN NEW SUBDIVISIONS SHALL BE MADE WITH IN LINE PRE-FORMED WYES OR TEES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2. FLOWLINE ELEVATION OF LATERALS SHALL EQUAL THE INSIDE FLOWLINE ELEVATION OF LATERALS SHALL EQUAL THE INSIDE TOP OF PIPE ON MAINLINE AT THE CONNECTING POINT. 3. SANITARY SEWER SERVICE LATERAL CONNECTIONS SHALL NOT BE SANITARY SEWER SERVICE LATERAL CONNECTIONS SHALL NOT BE ALLOWED IN SEWER MANHOLES. 4. SANITARY SEWER PIPES SHALL BE "GREEN" IN COLOR SANITARY SEWER PIPES SHALL BE "GREEN" IN COLOR SUB-SURFACE DRAIN LINES SHALL "WHITE" IN COLOR 5. ALL SANITARY SEWER LINES SHALL BE AIR TESTED AND ALL SANITARY SEWER LINES SHALL BE AIR TESTED AND INSPECTED BY MEANS OF VIDEO CAMERA WHEN CONSTRUCTED. 6. INSERT A TEE PRODUCT IS NOT APPROVED BY THE CITY INSERT A TEE PRODUCT IS NOT APPROVED BY THE CITY NOT APPROVED BY THE CITY APPROVED BY THE CITY 7. ALL CLEANOUTS SHALL BE MARKED AND FITTED WITH A METAL ALL CLEANOUTS SHALL BE MARKED AND FITTED WITH A METAL LID FOR LOCATION PURPOSES 8. CLEANOUT REQUIRED FOR EACH CHANGE OF DIRECTION IF THE CLEANOUT REQUIRED FOR EACH CHANGE OF DIRECTION IF THE TOTAL AGGREGATE CHANGE EXCEEDS 135°.9. ALL CULINARY WATER MAINS AND SERVICES MUST MAINTAIN A ALL CULINARY WATER MAINS AND SERVICES MUST MAINTAIN A MINIMUM SEPARATION FROM ALL SEWER MAINS AND LATERALS OF 10'-0" HORIZONTAL AND 18" VERTICAL IN ACCORDANCE WITH THE STATE OF UTAH DIVISION OF DRINKING WATER RULES SECTION R309-550-7
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CITY RESPONSIBILITY
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INDIVIDUAL USER RESPONSIBILITY
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TAPPING INTO EXISTING PVC PIPE
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CONNECTING INTO EXISTING WYE OR TEE
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TAPPING INTO EXISTING CONCRETE PIPE
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NOTE: PVC PIPE FITTINGS ASTM D-3034 WITH A S.D.R. 35
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4" PVC PIPE (LARGER SIZES SHALL BE AS APPROVED BY CITY ENGINEER)
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45° STREET ELBOW(BELLxSPIGOT)
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SADDLE, SPEC. ROMAC "CB" SEWER SADDLE
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EXISTING CONCRETE SEWER PIPE
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PVC JOINTS OF RUBBER RING TYPE MUST COMPLY WITH ASTM D-1869
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TAPPING INTO EXIST. PIPE & CONNECTING SADDLE TO BE FURNISHED & INSTALLED BY CONTRACTOR AND PAID FOR AS A PART OF THE CITY SEWER CONNECTION FEE.
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NOTE: PVC PIPE FITTINGS ASTM D-3034 WITH A S.D.R. 35
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45° STREET ELBOW(BELLxSPIGOT)
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EXISTING WYE OR TEE
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SPEC ASTM C-14
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RUBBER GASKET SPEC ASTM D-1869 (FERNCO DONUT OR APPROVED EQUAL)
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4" PVC PIPE (LARGER SIZES SHALL BE AS APPROVED BY CITY ENGINEER)
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PVC JOINTS OF RUBBER RING TYPE MUST COMPLY WITH ASTM D-1869
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NOTE: PVC PIPE FITTINGS ASTM D-3034 WITH A S.D.R. 35
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4" PVC PIPE (LARGER SIZES SHALL BE AS APPROVED BY CITY ENGINEER)
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45° PVC ELBOW(BELLxSPIGOT)
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EXISTING PVC SEWER PIPE
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PVC SADDLE TEE WITH O RING GASKET & STAINLESS STEEL BANDS OR APPROVED EQUAL.
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PVC JOINTS OF RUBBER RING TYPE MUST COMPLY WITH ASTM D-1869
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TAPPING INTO EXIST. PIPE & CONNECTING SADDLE TO BE FURNISHED & INSTALLED BY CONTRACTOR AND PAID FOR AS A PART OF THE CITY SEWER CONNECTION FEE.
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CITY RESPONSIBILITY
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INDIVIDUAL USER RESPONSIBILITY
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PROPERTY LINE
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SEWER CLEANOUT WITH BRASS CAP 4" UNDER GROUND SURFACE
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WYE WITH 45° LONG SWEEPNO-SANITARY TEES
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PVC SEWER LATERAL MINIMUM SLOPE 2% OR " PER FOOT-4" LATERAL 14" PER FOOT-4" LATERAL SIZE (1% OR " PER FOOT MIN. IN SPECIAL CASES APPROVED BY THE 18" PER FOOT MIN. IN SPECIAL CASES APPROVED BY THE CITY ENGINEER) MINIMUM SLOPES FOR LATERAL SIZES OTHER THAN 4" DIAMETER SHALL BE SPECIFIED BY THE CITY ENGINEER
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LOCATION MARKER: BRASS PIN STAMPED W/ "S" REQUIRED
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TYPICAL SEWER LATERALS CONNECTION
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STANDARD SIDEWALK
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STANDARD CURB & GUTTER
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ASPHALT ROAD SURFACE
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C OF ROAD
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L
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STUB LATERAL 15' MIN. INSIDE PROPERTY LINE - INSTALL APPROVED LOCATION MARKER
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PVC JOINTS OF RUBBER RING TYPE MUST COMPLY WITH ASTM D-1869
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SEWER MAIN (8" MIN. DIA.) PVC PIPE AND FITTINGS PER ASTM D-3034 WITH A S.D.R 35 OR CONCRETE PIPE - ASTM C-14. THE LATERAL TAP NEEDS TO BE IN THE TOP QUARTER OF THE SEWER MAIN LINE PREFERABLY IN THE 10:00 OR 2:00 POSITION.
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45° STREET ELBOW(BELLxSPIGOT)
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L
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WATER TIGHT PLUG
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CITY
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INDIVIDUAL USER RESPONSIBILITY
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INSTALL LOCATION MARKER (1" GREEN COLORED POLY PIPE WRAPPED AROUND END OF SERVICE)
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PVC CONNECTOR (SEE DETAIL THIS SHEET)
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SEWER
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TRIANGULAR VALVE BOX
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#4 RE-BAR RING
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CONC. RING (12" WIDE, " BELOW ASPHALT)12" BELOW ASPHALT)
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NOTE:
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LID FOR SEWER TO BE D&L SUPPLY M-9009, (OR EQUAL) STAMPED "SEWER"
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TRIANGULAR VALVE BOX (SEE DETAIL ON THIS SHEET)
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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SANITARY SEWER - LATERAL & CONNECTION DETAILS
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CS-10
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N.T.S.
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OCTOBER 2014
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RAISE MANHOLE COVER TO FINISH GRADE
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OF STREET FOLLOWING PAVING W/ CONC.
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COLLAR, COLLAR TO BE HELD DOWN 1/4"
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BELOW TOP OF NEW ASPHALT PAVING
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"D&L SUPPLY" A-1181
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MANHOLE RING & COVER
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2-6" GRADE RINGS
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MASS CONCRETE
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(6" MIN. THICKNESS)
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8" "BRANDT" PLUG
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8"
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8" BEND OR WYE
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8" MAIN
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GROUT GRADE RINGS
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& MANHOLE RING
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12"
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MIN.
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MIN.
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12"
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DRAIN/SEWER MAINLINE CLEANOUT
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PVC MANHOLE ADAPTOR
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3-#4 REBAR RINGS @ 6" C.C.
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CONCRETE TRANSITION BLOCK
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PIPE FLANGE
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CONCRETE PIPE
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30" MANHOLE RING & COVER "D&L SUPPLY" A-1180 OR APPROVED EQUAL (MARKED "SEWER")
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PVC MANHOLE ADAPTOR
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PVC PIPE
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GROUT M.H. ADAPTOR INTO PLACE THEN SHAPE M.H. FLOOR & FLOWLINE OF CHANNEL TO MEET PVC PIPE
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ALTERNATE PIPE CONNECTION DETAIL
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F M.H. CHANNEL
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L
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CONCRETE BASE, 9" MIN. THICKNESS REQ'D UNDER PIPE - APPROVED PRECAST OR POURED IN PLACE
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PRECAST CONCRETE MANHOLE SECTION GROUT IN CONCRETE BASE
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GENERAL NOTES: 1. SECURE INVERTS IN ALL MANHOLES DURING SECURE INVERTS IN ALL MANHOLES DURING CONSTRUCTION SO AS TO PREVENT GRAVEL AND OTHER DEBRIS FROM COLLECTING INSIDE. 2. A LARGER DIAMETER MANHOLE MAY BE A LARGER DIAMETER MANHOLE MAY BE REQUIRED BY THE DESIGN ENGINEER AFTER EVALUATION OF THE NUMBER, SIZE, AND ANGLE OF THE PIPES THAT CONNECT TO THE MANHOLE. 3. NO MORE THAN 12" OF GRADE RINGS TO BE NO MORE THAN 12" OF GRADE RINGS TO BE ALLOWED ON ANY MANHOLE. 4. ALL TERMINATING SEWER MAINS SHALL END ALL TERMINATING SEWER MAINS SHALL END WITH A CITY STANDARD MANHOLE. 5. SERVICE LATERAL CONNECTIONS SHALL NOT BE SERVICE LATERAL CONNECTIONS SHALL NOT BE ALLOWED IN SEWER MANHOLES. 6. ALL SANITARY SEWER LINES SHALL BE ALL SANITARY SEWER LINES SHALL BE INSPECTED BY MEANS OF VIDEO CAMERA AND AIR TESTED WHEN CONSTRUCTED.
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DUCTILE IRON TO PVC PIPE
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FINISH GRADE
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30" MANHOLE RING & COVER "D&L SUPPLY" A-1180 OR APPROVED EQUAL (MARKED "SEWER"
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12" MIN. CONC. COLLAR IN ROADWAYS
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4" OR 6" PRECAST CONC. GRADE RINGS AS REQ'D. (SEE NOTE 3)
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PRECAST CONC. ECCENTRIC CONE SECTION
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MANHOLE STEPS (FOR MANHOLES OVER 6' DEEP.) UNIFORMLY SPACED (1'-0" MAX.) POLYPROPYLENE COVERED STEEL STEPS, MODEL PSI-PF AS MANUFACTURED BY "M.A. INDUSTRIES" OR APPROVED EQUAL - INSTALLATION OF STEPS SHALL BE WATERPROOF.
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PRECAST CONC. BASE SECTION
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PVC SEWER PIPE (SDR-35)
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12" MIN.
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3/4" WASHED ROCK
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STUB W/PLUG (TYP.) UNLESS OTHERWISE NOTED
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POLYPROPYLENE MANHOLE STEPS @ 12" O.C.
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P.V.C. PIPE
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P.V.C. - DIP COUPLING ADAPTOR (SMITH-BLAIR 433 TRANSITION CAST COUPLING OR EQUAL)
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DIP
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FLANGE COUPLING ADAPTOR
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D.I. WYE
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FINISH GRADE
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12" MIN. CONC. COLLAR IN ROADWAYS
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3/4" WASHED ROCK
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INTEGRAL BASE EXTENSION WITH REINFORCEMENT
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LONG RADIUS 90° BEND
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D.I. SPOOL PIECE (VARIES)
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D.I. WYE
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D.I. SPOOL PIECE
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FLANGE COUPLING ADAPTOR
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POSITIVE SEAL GASKET SYSTEM
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MANHOLE WALL
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PIPELINE
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NON-SHRINK GROUT (TYP.)
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GROUT ALL JOINTS AND LIFT ANCHOR HOLES ON PRECAST CONCRETE SECTION (GROUT, RAMNECK, OR KENT SEAL)
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5'-0" (12" & LARGER MAINS)
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4'-0" (8" & 10" MAINS)
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RAISE ALL MANHOLES TO FINISH GRADE OF STREET FOLLOWING PAVING WITH A CONCRETE COLLAR. COLLAR TO BE HELD DOWN " BELOW TOP OF NEW 12" BELOW TOP OF NEW ASPHALT
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DROP MANHOLE NOTES: 1. USE DROP MANHOLE ONLY USE DROP MANHOLE ONLY WHEN DROP EXCEEDS 2'-0" 2. ALL PIPE FOR DROP MANHOLE ALL PIPE FOR DROP MANHOLE TO BE FLANGED DUCTILE IRON PIPE CL-51, OR ALTERNATE SCH. 40 PVC ENCASED IN CONCRETE.
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GROUT ALL JOINTS AND LIFT ANCHOR HOLES ON PRECAST CONC. SECTION (GROUT, RAMNECK, OR KENT SEAL)
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D.I. NIPPLE
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4" OR 6" PRECAST CONC. GRADE RING AS REQ'D (SEE NOTE 3)
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TYPICAL MANHOLE SECTION
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MANHOLE PLAN
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1" SLOPE (TYP.)
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12" MIN.
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TYPICAL DROP MANHOLE SECTION
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TYPICAL CONNECTION
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RUBBER BOOT DETAIL
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RUBBER BOOT W/ STAINLESS STEEL BAND CLAMP
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NON-SHRINK GROUT (TYP.)
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RUBBER BOOT JOINT WITH STAINLESS STEEL CONNECTION BAND
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ALL JOINTS SHALL BE WATERPROOFED
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CONCRETE PIPE CONNECTION
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FINISH GRADE
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CUT PIPE BEFORE PLACING IN CONC. BASE
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PVC SEWER PIPE (SDR-35)
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FORMED FLOWLINES (TYP.)
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D.I. 45°BEND
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PVC PIPE
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FORMED FLOWLINES (TYP.)
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GROUT GRADE RINGS INTO PLACE (TYP.)
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SHAPED CHANNELS IN CONCRETE BASE
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SHAPED CHANNELS IN CONCRETE BASE
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8" BEND OR WYE
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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SANITARY SEWER - TYPICAL MANHOLES & DETAILS
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CS-11
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N.T.S.
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OCTOBER 2014
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"X"
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PIPE SIZE (IN.)
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2'-6"
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15
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18
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21
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24
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30
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36
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42
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48
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2'-6"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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"Y" (ANGLE A)
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5'-0"
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3'-0"
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4'-0"
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4'-0"
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4'-0"
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"Y" (ANGLE B)
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3'-0"
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4'-0"
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4'-0"
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5'-0"
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6'-0"
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6'-4"
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HOODED CATCH BASIN DIMENSION TABLE
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6'-0"
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6'-0"
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6'-0"
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7'-0"
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6'-0"
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6'-0"
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8'-0"
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"Z" MIN.
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2'-0"
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2'-6"
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3'-0"
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3'-0"
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3'-6"
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4'-0"
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5'-0"
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5'-6"
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SINGLE CATCH BASIN
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DOUBLE CATCH BASIN
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A
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B
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BACK OF CURB
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FLOW
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WARPED GUTTER
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STANDARD CURB & GUTTER
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FLOW
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WARPED GUTTER
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%%UPLAN
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STANDARD CURB & GUTTER
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RETURN TO STANDARD CURB & GUTTER
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FLOWLINE
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LIP OF GUTTER
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FLOWLINE
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RETURN TO STANDARD CURB & GUTTER
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LIP OF GUTTER
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DOUBLE HOODED CATCH BASIN
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%%USECTION A-A
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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#4 @ 1'-0" E.W. THROUGHOUT
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MIN. SLOPE " PER FT.34" PER FT.
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SINGLE HOODED CATCH BASIN
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%%UPLAN
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BACK OF CURB
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TRANSITION SAME AS DOUBLE CATCH BASIN
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FLOW
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FLOW
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FRAME AND GRATE (SEE DETAIL THIS SHEET)
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%%USECTION C-C
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15'-0" TRANSITION TO STANDARD C&G
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15'-0" TRANSITION TO STANDARD C&G
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15" DIA. MIN
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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FLOWLINE
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LIP OF GUTTER
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#4 @ 1'-0" E.W. THROUGHOUT
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GRATE & FRAME D&L MODEL NO. I-3517 SINGLE (SEE DETAIL THIS SHEET)
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FRAME AND GRATE (SEE DETAIL THIS SHEET)
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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LIP OF GUTTER
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#4 @ 1'-0" E.W. THROUGHOUT
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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%%USECTION B-B
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B
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A
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FLOW DIRECTION
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15" DIA. MIN
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FLOW DIRECTION
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B
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B
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C
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C
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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NOTES: : 1. ALL CATCH BASIN BOX SIZES REFLECT DIMENSIONS FOR THE MINIMUM 15" ALL CATCH BASIN BOX SIZES REFLECT DIMENSIONS FOR THE MINIMUM 15" PIPE SIZE. BOX DIMENSIONS MUST INCREASE PROPORTIONALLY TO PROPORTIONALLY TO ACCOMMODATE LARGER PIPE SIZES. 2. DEPTH MAY VARY FROM 6" TO 10" AS DIRECTED BY THE CITY ENGINEER DEPTH MAY VARY FROM 6" TO 10" AS DIRECTED BY THE CITY ENGINEER 3. CAST-IN-PLACE CONCRETE CATCH BASINS CAN BE REPLACED WITH PRECAST CAST-IN-PLACE CONCRETE CATCH BASINS CAN BE REPLACED WITH PRECAST CONCRETE CATCH BASINS WITH HS-20 DECK LOADING AND COMPARABLE LOADING AND COMPARABLE SIZE. 4. ALL BOXES SHALL BE FORMED ON THE INSIDE AND OUTSIDE OF THE BOX ALL BOXES SHALL BE FORMED ON THE INSIDE AND OUTSIDE OF THE BOX AND INSPECTED BY THE CITY PRIOR TO THE PLACING OF CONCRETE. INSPECTED BY THE CITY PRIOR TO THE PLACING OF CONCRETE. 5. DOUBLE CATCH BASINS WILL BE REQUIRED IN LOCATIONS SPECIFIED BY THE DOUBLE CATCH BASINS WILL BE REQUIRED IN LOCATIONS SPECIFIED BY THE CITY ENGINEER (TYPICALLY IN LOW SPOTS OR WHERE ADDITIONAL INLET CAPACITY IS NEEDED).
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TYPE I DOUBLE GRATING TYPE II SINGLE GRATING
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GRATE & FRAME D&L MODEL NO. I-3517 DOUBLE (SEE DETAIL THIS SHEET)
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FLOW
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FLOW
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FRAME, REINFORCED CURB HOOD, AND TYPE "L" GRATE
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"D&L SUPPLY" I-3517
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FLOW
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FLOW
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FRAME AND GRATE TURN ONE GRATE FOR TWO DIRECTIONAL FLOW
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NOTE: GRATE & FRAME MAY BE INCLINED TO INCREASE DRAINAGE COLLECTION AS DIRECTED BY THE CITY ENGINEER.
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5 "12"
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%%USECTION B-B
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%%USECTION A-A
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FRAME (TOP VIEW)
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CURB HOOD (FRONT VIEW)
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CURB HOOD (SIDE VIEW)
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FRAME (SECTION VIEW)
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A
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A
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B
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B
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%%UGRATE (TOP VIEW)
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6'-4"
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3'-0"
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6'-4"
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6'-4"
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6'-4"
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6'-4"
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"Y" (ANGLE A)
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"Y" (ANGLE B)
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8'-0"
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8'-0"
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6'-4"
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6'-4"
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6'-4"
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6'-4"
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6'-4"
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6'-4"
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6'-4"
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6'-4"
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-12
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N.T.S.
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OCTOBER 2014
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STORM DRAIN - SINGLE AND DOUBLE
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CATCH BASIN DETAILS
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"X"
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PIPE SIZE (IN.)
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2'-6"
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15
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18
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21
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24
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30
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36
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42
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48
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2'-6"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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"Y" (ANGLE A)
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5'-0"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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"Y" (ANGLE B)
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4'-0"
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4'-0"
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4'-0"
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5'-0"
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6'-0"
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"Y"
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8'-0"
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STANDARD CATCH BASIN DIMENSION TABLE
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6'-0"
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6'-0"
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6'-0"
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7'-0"
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6'-0"
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6'-0"
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8'-0"
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"Z" MIN.
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2'-0"
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2'-6"
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3'-0"
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3'-0"
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3'-6"
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4'-0"
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5'-0"
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5'-6"
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SINGLE CATCH BASIN
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DOUBLE
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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8'-0"
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A
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B
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BACK OF CURB
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GRATE & FRAME D&L MODEL NO. I-1803 DOUBLE (SEE SHEET CS-13)
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FLOW
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WARPED GUTTER
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STANDARD CURB & GUTTER
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FLOW
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WARPED GUTTER
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%%UPLAN
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STANDARD CURB & GUTTER
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RETURN TO STANDARD CURB & GUTTER
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FLOWLINE
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LIP OF GUTTER
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FLOWLINE
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RETURN TO STANDARD CURB & GUTTER
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FRAME AND GRATE (SEE SHEET CS-13) TURN ONE GRATE FOR TWO DIRECTIONAL FLOW
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LIP OF GUTTER
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DOUBLE CATCH BASIN
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%%USECTION A-A
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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#4 @ 1'-0" E.W. THROUGHOUT
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MIN. SLOPE " PER FT.34" PER FT.
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SINGLE CATCH BASIN
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%%UPLAN
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BACK OF CURB
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TRANSITION SAME AS DOUBLE CATCH BASIN
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FLOW
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FLOW
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FRAME AND GRATE (SEE SHEET CS-13)
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%%USECTION C-C
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MIN. SLOPE " PER FT.34" PER FT.
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15'-0" TRANSITION TO STANDARD C&G
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15'-0" TRANSITION TO STANDARD C&G
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15" DIA. MIN
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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FLOWLINE
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LIP OF GUTTER
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#4 @ 1'-0" E.W. THROUGHOUT
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GRATE & FRAME D&L MODEL NO. I-1803 SINGLE (SEE SHEET CS-13)
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FRAME AND GRATE (SEE SHEET CS-13)
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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LIP OF GUTTER
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#4 @ 1'-0" E.W. THROUGHOUT
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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%%USECTION B-B
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B
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A
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FLOW DIRECTION
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15" DIA. MIN
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FLOW DIRECTION
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B
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B
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C
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C
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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NOTES: : 1. ALL CATCH BASIN BOX SIZES REFLECT DIMENSIONS FOR THE ALL CATCH BASIN BOX SIZES REFLECT DIMENSIONS FOR THE MINIMUM 15" PIPE SIZE. BOX DIMENSIONS MUST INCREASE PROPORTIONALLY TO ACCOMMODATE LARGER PIPE SIZES. 2. DEPTH MAY VARY FROM 6" TO 10" AS DIRECTED BY THE CITY DEPTH MAY VARY FROM 6" TO 10" AS DIRECTED BY THE CITY ENGINEER 3. CAST-IN-PLACE CONCRETE CATCH BASINS CAN BE REPLACED CAST-IN-PLACE CONCRETE CATCH BASINS CAN BE REPLACED WITH PRECAST CONCRETE CATCH BASINS WITH HS-20 DECK CONCRETE CATCH BASINS WITH HS-20 DECK LOADING AND COMPARABLE SIZE. 4. ALL BOXES SHALL BE FORMED ON THE INSIDE AND OUTSIDE OF ALL BOXES SHALL BE FORMED ON THE INSIDE AND OUTSIDE OF THE BOX AND INSPECTED BY THE CITY PRIOR TO THE PLACING INSPECTED BY THE CITY PRIOR TO THE PLACING OF CONCRETE. 5. DOUBLE CATCH BASINS WILL BE REQUIRED IN LOCATIONS DOUBLE CATCH BASINS WILL BE REQUIRED IN LOCATIONS SPECIFIED BY THE CITY ENGINEER (TYPICALLY IN LOW SPOTS OR WHERE ADDITIONAL INLET CAPACITY IS NEEDED).
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*ALTERNATE OPTION WHEN APPROVED BY
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CITY ENGINEER OR REPRESENTATIVE
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-12A
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N.T.S.
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OCTOBER 2014
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STORM DRAIN - SINGLE AND DOUBLE
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HOODED CATCH BASIN DETAILS
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NOTES: : 1. GRATE AND FRAME SHALL BE AS MANUFACTURED BY GRATE AND FRAME SHALL BE AS MANUFACTURED BY "D&L SUPPLY" I-1803 2. BICYCLE SAFE GRATE REQUIRED. BICYCLE SAFE GRATE REQUIRED. 3. "OR EQUAL" GRATES AND FRAMES WILL BE CONSIDERED "OR EQUAL" GRATES AND FRAMES WILL BE CONSIDERED AS APPROVED BY THE CITY ENGINEER.
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"X"
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PIPE SIZE (IN.)
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2'-6"
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15
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18
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21
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24
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30
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36
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42
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48
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2'-6"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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"Y" (ANGLE A)
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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4'-0"
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"Y" (ANGLE B)
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4'-0"
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4'-0"
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4'-0"
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5'-0"
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6'-0"
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DRAINAGE DITCH INLET BOX DIMENSION TABLE
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6'-0"
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6'-0"
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6'-0"
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7'-0"
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6'-0"
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6'-0"
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8'-0"
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"Z" MIN.
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2'-0"
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2'-6"
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3'-0"
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3'-0"
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3'-6"
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4'-0"
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5'-0"
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5'-6"
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INLET BOX
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DRAINAGE DITCH INLET BOX
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%%UPLAN
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FLOW
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FRAME AND GRATE (SEE DETAIL THIS SHEET)
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%%USECTION A-A
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MIN. SLOPE " PER FT.34" PER FT.
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15" DIA. MIN
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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#4 @ 1'-0" E.W. THROUGHOUT
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GRATE & FRAME D&L MODEL NO. I-1803 SINGLE (SEE DETAIL THIS SHEET)
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TOP OF GRATE ELEV.=FL ELEV. OF ROADSIDE DRAINAGE DITCH
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15" DIA. MIN. R.C.P. OR AS APPROVED BY CITY ENGINEER
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#4 @ 1'-0" E.W. THROUGHOUT
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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%%USECTION B-B
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B
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B
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A
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#4 @ 1'-0" ALL AROUND
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1'-4"
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1'-0"
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A
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FLOW
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FLOWLINE OF ROAD SIDE DRAINAGE DITCH
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WHERE DRAINAGE ENTERS STRUCTURE FROM BOTH DIRECTIONS, FLATTEN INLET APRON TO FLOWLINE OF DRAINAGE DITCH.
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4:1
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4:1
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FRAME & GRATE DETAILS
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%%UGRATE DETAIL
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NOTES: : 1. ALL CATCH BASIN BOX SIZES REFLECT ALL CATCH BASIN BOX SIZES REFLECT DIMENSIONS FOR THE MINIMUM 15" PIPESIZE. BOX DIMENSIONS MUST INCREASE PROPORTIONALLY TO ACCOMMODATE LARGER PIPE SIZES. (SEE TABLE THIS SHEET) 2. CAST-IN-PLACE CONCRETE CATCH CAST-IN-PLACE CONCRETE CATCH BASINS CAN BE REPLACED WITH PRECAST CONCRETE CATCH BASINS WITH HS-20 DECK LOADING AND COMPARABLE SIZE. COMPARABLE SIZE. 3. ALL BOXES SHALL BE FORMED ON THE ALL BOXES SHALL BE FORMED ON THE INSIDE AND OUTSIDE OF THE BOX AND BOX AND INSPECTED BY THE CITY PRIOR TO THE PLACING OF CONCRETE.
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NOTES: : 1. LAND DRAIN COLLECTION MAINS SHALL BE 8 INCH MINIMUM DIAMETER P.V.C. SDR 35 LAND DRAIN COLLECTION MAINS SHALL BE 8 INCH MINIMUM DIAMETER P.V.C. SDR 35 SEWER PIPE. LAND DRAIN SERVICE LATERALS SHALL BE 4 INCH DIAMETER P.V.C. SDR 35 PIPE. PIPE COLOR FOR BOTH THE MAIN AND THE LATERALS SHALL BE "WHITE." 2. AREAS WHERE PERFORATED OR SOLID PIPE IS TO BE INSTALLED, SHALL BE AS AREAS WHERE PERFORATED OR SOLID PIPE IS TO BE INSTALLED, SHALL BE AS DETERMINED BY THE CITY ENGINEER. 3. REQUIRED SIZE OF MAIN LINE SHALL BE AS DETERMINED BY THE CITY ENGINEER.REQUIRED SIZE OF MAIN LINE SHALL BE AS DETERMINED BY THE CITY ENGINEER.
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(USE ONLY UPON APPROVAL FROM THE CITY ENGINEER)
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TYPICAL LAND DRAIN TRENCH SECTION
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SAW CUT, CLEAN AND TACK COAT ALL EXIST EDGES
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3" BITUMINOUS SURFACE
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GROUND SURFACE
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8" ROAD BASE (MIN.)
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SIDE SLOPES TO CONFORM WITH LOCAL, STATE AND FEDERAL O.S.H.A. REQUIREMENTS
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IMPORTED BACKFILL MATERIAL MUST BE USED IF NATIVE MATERIAL CANNOT BE COMPACTED TO 95% MIN.
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PERFORATED OR SOLID PVC SDR-35 PIPE
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4" MIN. DIA. (LATERAL DRAINS) 8" MIN. DIA. (MAIN LINE DRAINS)
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GRAVEL BACKFILL FOR DRAIN ENVELOPE - GRADATION OF FILTER MATERIAL TO BE APPROVED BY THE CITY ENGINEER
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OVER EXCAVATE PIPE TRENCH MIN. 4" GRAVEL OR AS DIRECTED BY THE CITY ENGINEER
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"GEOTEX" 401 DRAINAGE FABRIC OR APPROVED EQUAL
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%%USECTION C-C
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%%USECTION D-D
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%%UFRAME DETAIL
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%%USECTION E-E
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E
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E
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C
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C
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D
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B
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-13
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N.T.S.
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OCTOBER 2014
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STORM DRAIN - DRAINAGE DITCH INLET BOX, GENERAL
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GRATE AND FRAME DETAILS & LAND DRAIN DETAILS
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CLEANOUT MANHOLE
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%%UPLAN
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CONTOUR FLOWLINE & SIDES OF MANHOLE
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PRECAST CONCRETE MANHOLE SECTION
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1" SLOPE
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1" SLOPE (TYP)
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1" SLOPE (TYP.)
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15" MIN. R.C.P. (SEE CHART ABOVE)
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PRE-CAST COVER W/30" M.H. RING & COVER (H-20 HWY LOADING) "D&L SUPPLY A-1181
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CONTOUR F & SIDES OF MANHOLE
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L
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NOTES: 1. STORM DRAIN MANHOLE DIAMETER STORM DRAIN MANHOLE DIAMETER TO BE DETERMINED BY THE DESIGN ENGINEER AFTER EVALUATION OF THE NUMBER, SIZE, AND PIPE ENTRY ANGLE OF THE PIPES THAT CONNECT TO THE MANHOLE. 2. NO MORE THAN 12" OF GRADE RINGS TO BE NO MORE THAN 12" OF GRADE RINGS TO BE ALLOWED ON ANY MANHOLE 3. PLYWOOD COVERS SHALL BE USED AT PLYWOOD COVERS SHALL BE USED AT MANHOLE FLOOR TO COVER FLOWLINE DURING CONSTRUCTION AND MAINTENANCE MAINTENANCE ACTIVITIES.
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PIPE SIZES
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M.H. SIZE
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4' M.H.
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5' M.H.
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6' M.H.
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7' M.H.
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8' M.H.
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IN-LINE M.H. 180°
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15"-24"
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JUNCTION MANHOLE (ANGLE / ARC DISTANCE)
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GENERAL NOTES: 1. SUGGESTED "A" DISTANCE IS 6" OR SUGGESTED "A" DISTANCE IS 6" OR GREATER FOR 48", 60" AND 72" DIAMETER MANHOLES 2. SUGGESTED "A" DISTANCE IS 8" OR SUGGESTED "A" DISTANCE IS 8" OR GREATER FOR 84" AND 96" DIAMETER MANHOLES
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TYPICAL LINE MANHOLE
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TYPICAL JUNCTION MANHOLE
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ECCENTRIC CONE OPENING
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OPENING IN PIPE SCORED BY MFGR. BREAKOUT OR SAW CUT IN FIELD AT LOCATIONS. CUT BACK REINF. MESH AND GROUT OVER BREAK OUT SURFACES
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STORM DRAIN PIPE
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ECCENTRIC CONE OPENING
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STORM DRAIN PIPE
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1" SLOPE
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1" SLOPE
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STORM DRAIN PIPE
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CONCRETE BASE (PRECAST OR POURED IN PLACE)
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ROCK BEDDING (2" MAX.)
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CONTOUR FLOWLINE & SIDES OF MANHOLE (WHERE REQUIRED BY CITY ENGINEER)
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PRECAST CONCRETE MANHOLE SECTION SET IN GROUT IN CONCRETE BASE RECESS
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GROUT ALL JOINTS AND LIFT ANCHOR HOLES ON PRECAST CONCRETE SECTIONS (GROUT, RAMNECK, OR KENT SEAL)
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PRECAST ECCENTRIC CONE WITH 30" OPENING
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C.I. MANHOLE STEPS, UNIFORMLY SPACED @ 1'-0" MAX.
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GROUT ALL GRADE RINGS
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6" GRADE RINGS AS REQ'D. (SEE NOTE)
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GROUT RING & COVER
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STD. 30" C.I. RING + COVER "D&L SUPPLY" A-1181 OR EQUAL (MARKED "STORM DRAIN")
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RAISE ALL MANHOLES TO FINISH GRADE OF STREET FOLLOWING PAVING WITH A CONCRETE COLLAR. COLLAR TO BE HELD DOWN 1/4" BELOW TOP OF NEW ASPHALT
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90°
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27"-30"
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36"-48"
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54"
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60"
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15"-18"
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21"-24"
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27"-30"
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36"
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42"
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85°
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15"-18"
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80°
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15"
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75°
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15"
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70°
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65°
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60°
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55°
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50°
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45°
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21"-24"
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18"-21"
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18"-21"
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15"-18"
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15"-18"
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15"
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27"-30"
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24"-27"
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24"
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21"-24"
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21"
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18"
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15"-18"
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15"
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--
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36"
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42"
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30"
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27"-30"
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27"
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24"
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21"-24"
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21"
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18"
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15"
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36"
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36"
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30"
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27"-30"
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27"
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24"
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21"
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18"
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PIPE
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STORM DRAIN PIPE
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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STORM DRAIN - MANHOLE AND CLEANOUT DETAILS
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CS-14
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N.T.S.
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OCTOBER 2014
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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V
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MIN.
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C
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C
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NOTES: 1. MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH PROJECT MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH PROJECT STANDARD SPECIFICATIONS. 2. THE TYPE OF TOP SUPPORT IS SPECIFIED IN THE BIDDING SCHEDULE, TYPES I AND II THE TYPE OF TOP SUPPORT IS SPECIFIED IN THE BIDDING SCHEDULE, TYPES I AND II TUBULAR RAIL, TYPES III AND IV TENSION WIRE. 3. BARB WIRE SHALL BE USED ONLY WHEN DESIGNATED ON THE PLANS OR IN THE BARB WIRE SHALL BE USED ONLY WHEN DESIGNATED ON THE PLANS OR IN THE SPECIFICATIONS. 4. TWISTED AND BARBED SELVAGE TOP AND BOTTOM SHALL BE USED ON FENCES 5-FEET HIGH TWISTED AND BARBED SELVAGE TOP AND BOTTOM SHALL BE USED ON FENCES 5-FEET HIGH OR GREATER. 5. KNUCKLED SELVAGE ON TOP AND TWISTED AND BARBED ON BOTTOM SHALL BE USED ON KNUCKLED SELVAGE ON TOP AND TWISTED AND BARBED ON BOTTOM SHALL BE USED ON FENCES LESS THAN 5-FEET. 6. ALL STEEL PIPE MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A ALL STEEL PIPE MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A 120 SCHEDULE 40 HOT DIPPED ZINC COATED HIGH TENSILE STEEL PIPE OR TRIPLE COATED PIPE MADE FROM STEEL CONFORMING TO ASTM 569. 7. POSTS SHALL BE STEEL SCHEDULE 40 PIPE OR TRIPLE COATED HIGH TENSILE STEEL PIPE OF POSTS SHALL BE STEEL SCHEDULE 40 PIPE OR TRIPLE COATED HIGH TENSILE STEEL PIPE OF THE SIZE SHOWN IN THE CHART. WEIGHT IN POUNDS PER FOOT WITH A TOLERANCE OF 5%. 8. LINE POSTS SHALL BE LOCATED AT EQUAL SPACING FOR EACH SEGMENT WITH A MAXIMUM LINE POSTS SHALL BE LOCATED AT EQUAL SPACING FOR EACH SEGMENT WITH A MAXIMUM SPACING AS FOLLOWS: a. TANGENT SECTIONS TO 500-FOOT RADIUS NOT MORE THAN 10-FEET. TANGENT SECTIONS TO 500-FOOT RADIUS NOT MORE THAN 10-FEET. b. UNDER 500-FOOT RADIUS TO 200-FOOT RADIUS NOT MORE THAN 8-FEET. UNDER 500-FOOT RADIUS TO 200-FOOT RADIUS NOT MORE THAN 8-FEET. c. UNDER 200-FOOT RADIUS TO 100-FOOT RADIUS NOT MORE THAN 6-FEET. UNDER 200-FOOT RADIUS TO 100-FOOT RADIUS NOT MORE THAN 6-FEET. d. UNDER 100-FOOT RADIUS NOT MORE THAN 5-FEET. UNDER 100-FOOT RADIUS NOT MORE THAN 5-FEET. 9. TRUSS RODS AND BRACES SHALL NOT BE REQUIRED FOR FABRIC HEIGHT LESS THAN 5-FEET. TRUSS RODS AND BRACES SHALL NOT BE REQUIRED FOR FABRIC HEIGHT LESS THAN 5-FEET. 10. TENSION WIRE SHALL BE 7 GAUGE ZINC- OR ALUMINUM-COATED COIL SPRING STEEL TENSION TENSION WIRE SHALL BE 7 GAUGE ZINC- OR ALUMINUM-COATED COIL SPRING STEEL TENSION WIRE. 11. ALL POSTS SHALL BE SET IN CONCRETE AND SHALL BE TOPPED WITH BALL TYPE OR OTHER ALL POSTS SHALL BE SET IN CONCRETE AND SHALL BE TOPPED WITH BALL TYPE OR OTHER APPROVED ORNAMENT. 12. ALL FABRIC SHALL BE 2" GALVANIZED 9 GAUGE MESH. ALL FABRIC SHALL BE 2" GALVANIZED 9 GAUGE MESH. 13. WHITE VERTICAL SEMI-PRIVACY VINYL SLATS WITH BOTTING-LOCKING SLAT, WHEN REQUIRED BY WHITE VERTICAL SEMI-PRIVACY VINYL SLATS WITH BOTTING-LOCKING SLAT, WHEN REQUIRED BY THE CITY. OTHER COLORS AS APPROVED BY THE CITY. 14. BLACK VINYL COATED CHAINLINK FENCING WHEN REQUIRED BY THE CITY.BLACK VINYL COATED CHAINLINK FENCING WHEN REQUIRED BY THE CITY.
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REQUIRED GATES WILL BE IDENTIFIED BY WIDTH OF OPENING, HEIGHT, AND EITHER SINGLE OR DOUBLE HUNG.
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1 1/4" DIA. PIPE (TYP.)
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OPTIONAL WELDED OR RIVETED CONSTRUCTION
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(90° AT FENCING ADJACENTTO GATES TO ALLOW GATES TO OPEN 90° MIN.)
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1 1/4" DIA. BRACE
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3/8" TRUSS ROD
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TURN-BUCKLE
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1 1/4" DIA. BRACE (TYP.)
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7 GAUGE STEEL WIRE OR 1-1/4" DIA. PIPE
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1/4"x3/4" STRETCHER BAR (TYP.)
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3/8" TRUSS RODS (TYP.)
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3/8" MIN. NOMINAL DIA. TRUSS RODS W/ TURN-BUCKLES (TYP.) USE TRUSS RODS BOTH WAYS IF BOTH POSTS ARE GATE OR CORNER.
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1/8"x3/4" BAND (TYP.)
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WHEN BARBED WIRE IS CALLED FOR ON FENCE IT SHALL ALSO BE USED ON GATES.
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SEE NOTE 14
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SEE NOTE 12
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SEE NOTE 13
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KNUCKLED SELVAGE TYPE I
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TWISTED & BARBED SELVAGE TYPE II
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GATE KEEPER
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BOTTOM GATE HINGE AND GATE DETAIL
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TOP GATE HINGE
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DROP ROD ASSEMBLY
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PIPE POST TIE
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COMBINATION CAP AND BARBED WIRE SUPPORTING ARM
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BRACE & TRUSS CONNECTIONS
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SLATS & VINYL COATING DETAIL
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CENTER GATE STOP AND GATE DETAIL
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CORNER, END OR PULL POST
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500' MAX SEE NOTE 8
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UNDER 6 FEET
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6 FEET AND OVER
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HEIGHT
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GATE OPENING
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SINGLE TO 6' OR DOUBLE TO 12'
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SINGLE OVER 6' TO 8' OR DOUBLE OVER 12' TO 16'
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SINGLE OVER 8' TO 12' OR DOUBLE 16' TO 24'
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SINGLE TO 6' OR DOUBLE TO 12'
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SINGLE OVER 6' TO 12' OR DOUBLE OVER 12' TO 24'
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SINGLE OVER 12' TO 18' OR DOUBLE OVER 24' TO 36'
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SINGLE OVER 18' OR DOUBLE OVER 36'
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GATE POST
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GATE FRAME
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2"
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2 1/2"
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3 1/2"
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2 1/2"
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3 1/2"
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6"
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8"
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1 1/2"
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1 1/2"
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1"
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7'
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6'
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5'
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4'
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3'
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3'
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3'
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3'
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3'
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3'
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HEIGHT OF FABRIC
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DEPTH OF POSTS
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LENGTH OF END, CORNER OR PULL POST
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LENGTH OF LINE POST HOLES
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SIZE OF POSTS
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END, CORNER, & PULL POSTS
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LINE POST MIN. SIZE
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NOM. SIZE
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OUTSIDE DIA.
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PIPE WEIGHT
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ASTM A-120
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TRIPLE COATED
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NOM. SIZE
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OUTSIDE DIA.
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PIPE WEIGHT
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ASTM A-120
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TRIPLE COATED
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10'
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9'
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8'
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6'
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5'
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9'-8"
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8'-8"
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7'-8"
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5'-8"
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4'-8"
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GATE POST
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2"
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2"
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2"
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2 1/2"
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2 1/2"
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2.875"
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2.875"
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2.375"
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2.375"
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2.375"
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3.65
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3.65
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3.65
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5.79
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5.79
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4.64
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4.64
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3.11
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3.11
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3.11
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1 1/2"
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1 1/2"
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1 1/2"
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2"
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2"
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2.375"
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2.375"
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1.900"
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1.900"
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1.900"
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2.72
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2.72
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2.72
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3.65
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3.65
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3.11
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3.11
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2.23
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2.23
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2.23
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C
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GATE POST
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CORNER, END OR PULL POST
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CORNER, END OR PULL POST
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LINE POST
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3/8" TRUSS ROD W/ TURN-BUCKLE (TYP.)
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PROJECT ENGINEER
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APPR.
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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GENERAL - CHAIN LINK FENCE DETAILS
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CS-15
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N.T.S.
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OCTOBER 2014
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(STEEL POLE)
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UNDERGROUND SERVICE TO A FREE-STANDING METER BASE
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FRONT VIEW
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SIDE VIEW
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UNDERGROUND TYPE METER SOCKET
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ELECTRICAL LABEL OR PERMIT MUST BE DISPLAYED ON THE METER BASE.
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PROVISION FOR MAIN DISCONNECT
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CONDUIT FOR GROUND CONDUCTOR
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THE GROUND CONNECTION MUST BE VISIBLE WHEN AN ELECTRICAL INSPECTION IS MADE. FOR SAFETY REASONS, THE GROUND ROD SHALL BE FLUSH WITH OR BELOW THE SURFACE.
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CONDUIT STRAP
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UNISTRUT
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2" MIN. RIGID GALVANIZED CAPPED POST
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UNISTRUT
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HOLES INTENDED FOR DRAINAGE OR COOLING SHALL BE KEPT CLEAR. UNUSED MOUNTING HOLES SHALL BE COVERED.
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METER
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CONDUIT FOR SERVICE CONDUCTORS
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**INSTALLATION SHALL BE MADE STABLE BY WAY OF THE PAD SIZE OR THE DEPTH OF THE GALVANIZED POST.
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DEVELOPER/CONTRACTOR WILL FURNISH AND INSTALL: : 1. METER SOCKET ENCLOSURE (UNDERGROUND TYPE METER SOCKET ENCLOSURE (UNDERGROUND TYPE WITH MANUAL-LINK BYPASS) 2. PEDESTAL HARDWARE PEDESTAL HARDWARE 3. CONDUIT CONDUIT 4. RIGHT-OF-WAY OR EASEMENT RIGHT-OF-WAY OR EASEMENT 5. TRENCH EXCAVATION AND BACKFILL TRENCH EXCAVATION AND BACKFILL 6. GROUNDING PER NEC GROUNDING PER NEC 7. CONCRETE PAD 24" x 24" x 6" DEPTH CONCRETE PAD 24" x 24" x 6" DEPTH 8. LONG RADIUS SWEEP LONG RADIUS SWEEP 9. 36" SWEEP36" SWEEP
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FREE-STANDING METER BASE REQUIREMENTS: : 1. THE DEVELOPER/CONTRACTOR SHALL MEET WITH THE POWER COMPANY TO THE DEVELOPER/CONTRACTOR SHALL MEET WITH THE POWER COMPANY TO DETERMINE THE LOCATION OF THE FREE-STANDING METER BASE. 2. THE FREE-STANDING METER BASE SHALL BE LOCATED ADJACENT TO, OR IN, THE THE FREE-STANDING METER BASE SHALL BE LOCATED ADJACENT TO, OR IN, THE POWER COMPANY EASEMENT. 3. THE FREE-STANDING METER BASE SHALL MEET ALL LOCAL ORDINANCE THE FREE-STANDING METER BASE SHALL MEET ALL LOCAL ORDINANCE REQUIREMENTS. 4. THE METER SOCKET SHALL BE PROTECTED FROM DAMAGE BY USE OF BARRIER THE METER SOCKET SHALL BE PROTECTED FROM DAMAGE BY USE OF BARRIER POSTS OR OTHER SUITABLE PROTECTION APPROVED BY THE POWER COMPANY. 5. THE DEVELOPER/CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN AN APPROVED THE DEVELOPER/CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN AN APPROVED PEDESTAL OR POLE POST. 6. THE ACCESS DOOR TO POWER COMPANY CONNECTIONS SHALL BE KEPT FREE OF THE ACCESS DOOR TO POWER COMPANY CONNECTIONS SHALL BE KEPT FREE OF OBSTRUCTIONS A MINIMUM OF 6" ABOVE THE FINAL GRADE, WITH A SEALABLE PROVISION FOR THE POWER COMPANY. 7. THE UNMETERED SERVICE CONDUCTOR AND THE METERED SERVICE CONDUCTOR THE UNMETERED SERVICE CONDUCTOR AND THE METERED SERVICE CONDUCTOR SHALL NO BE RUN IN THE SAME CONDUIT, RACEWAY, OR GUTTER. 8. THE METER SOCKET AND SERVICE EQUIPMENT SHALL BE NEMA TYPE 3R THE METER SOCKET AND SERVICE EQUIPMENT SHALL BE NEMA TYPE 3R (RAINPROOF), IN GOOD CONDITION WITH NO HOLES, DENTS OR DAMAGE, AND PLUMB IN ALL DIRECTIONS. THE INSTALLATION SHALL BE MADE WITH SUFFICIENT MATERIALS AND INSTALLED SUCH THAT IT REMAINS PLUMB FOR THE DURATION OF THE SERVICE. 9. CONDUIT AND CONDUCTOR TRENCHERS SHALL BE LOCATED AWAY FROM (AND NEVER CONDUIT AND CONDUCTOR TRENCHERS SHALL BE LOCATED AWAY FROM (AND NEVER UNDERNEATH) THE PAD AND FOUNDATION. FOR MOBILE HOMES, TRENCHES SHALL BE LOCATED CLEAR OF THE AREA PROVIDED FOR THE DWELLING. 10. WHERE TWO OR MORE METERS ARE LOCATED SIDE-BY-SIDE (SUCH AS WITH WHERE TWO OR MORE METERS ARE LOCATED SIDE-BY-SIDE (SUCH AS WITH DUPLEXES OR IN MOBILE HOME PARKS), THE METER SOCKET ENCLOSURE SHALL BE PERMANENTLY LABELED WITH THE SPACE OR BERTH NUMBERS.
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3'-11"
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TYPICAL WIRE FENCE
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END POST BRACING DETAIL
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CORNER POST DETAIL
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TYPICAL 6" GRADUATED ZINC COATED WIRE MESH
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LINE POST
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END POST
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7' BRACE
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CORNER POST
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SECURED BY WELDING, BOLT ASSEMBLY OR OTHER APPROVED JOINING METHOD.
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BRACE POST SHALL BE TEE, V, OR Y CHANNEL, ANGULAR OR OTHER APPROVED SHAPES, 7' LONG. ALL POST BRACING SHALL BE 12" TO 16" FROM TOP OF POST
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PROJECT ENGINEER
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APPR.
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DATE
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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CS-16
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N.T.S.
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OCTOBER 2014
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GENERAL - WOOD FENCE, WIRE FENCE & FREE-STANDING METER BASE DETAILS
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C
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LAMP
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STREET WIDTH
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OF CURB-TO-CURB
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-
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+
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10%
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DESIRED OVERHANG
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STANDARD REFERENCE #FA131
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%%uGENERAL LIGHTING-STEEL POLE
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PLAN
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SECTION
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STANDARD REFERENCE #FP171
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%%uTYPICAL CONCRETE FOOTING
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%%UATTENTION
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LAMP
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#10 COPPER
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1" PIPE STRAP (TYP.)
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%%uGENERAL LIGHTING-WOOD POLE
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STANDARD REFERENCE #FA021
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25'
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WOOD POLE NOTES: 1. STANDARD MAST LENGTH FOR WOODEN UTILITY POLES SHALL BE STANDARD MAST LENGTH FOR WOODEN UTILITY POLES SHALL BE 6'x1 1/4" UNLESS OTHERWISE SPECIFIED BY THE CITY ENGINEER. TYPE OF MAST ARM IS DEPENDENT ON LENGTH AND MAY VARY IF SIZE TO BE USED IS CHANGED. FOR VARIOUS SIZES, TYPES AND THEIR MOUNTING HEIGHTS CONSULT STANDARD REFERENCE #021. TABLES 1,2 AND 3. 2. MAXIMUM HEIGHT MAY BE EXCEEDED ON EXISTING POLES, BUT ONLY MAXIMUM HEIGHT MAY BE EXCEEDED ON EXISTING POLES, BUT ONLY IF SPACE ON SUCH POLES IS AVAILABLE AND UNUSED. 3. DUE TO HIGH GLARE CAUSED BY HPS LUMINAIRE, IT IS ESSENTIAL DUE TO HIGH GLARE CAUSED BY HPS LUMINAIRE, IT IS ESSENTIAL THAT LUMINAIRE ARE NOT MOUNTED AT ANY HEIGHT LOWER THAT THE MINIMUM SPECIFIED. 4. BURY POLE 10% OF TOTAL LENGTH +24"(5'-6" FOR 35' POLE), BURY POLE 10% OF TOTAL LENGTH +24"(5'-6" FOR 35' POLE), BURY POWER RISER MIN. 18".
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LEDG 120 53 5K AS G L3 PCS R LEGEND ROADWAY LED,120 LEDS,525MA DRIVER,5,000 K CCT,AUTO-SENSING VOLTAGE, 120 THRU 277,GRAY,TYPE III, WIDE ASYMMETRIC,DTL SOLID-STATE LIGHTING PHOTOCONTROL 120-277V,NEMA TWISTLOCK PHOTOCONTROL RECEPTACLE.
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STD. WOODEN UTILITY POLE STANDARD REFERENCE #FA021 ROCKY MTN. POWER (STD. POLE LENGTH-35')
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DESIRED OVERHANG
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10%
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OF CURB-TO-CURB
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STREET WIDTH
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* ALL LIGHT POLE FIXTURES MUST BE APPROVED BY ROCKY MOUNTAIN POWER
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%%uWIRING SERVICE DETAIL
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6' MAST ARM REQ'D. UNLESS OTHERWISE SPECIFIED BY THE CITY ENGINEER
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DEVELOPER/CONTRACTOR SHALL NOTIFY THE ROCKY MOUNTAIN POWER OFFICE PRIOR TO LIGHTING INSTALLATION TO ARRANGE FOR POWER TO BE PROVIDED ON SITE, AS WELL AS APPROVAL OF LIGHTING UNIT LOCATIONS AND APPROVAL OF ACTUAL COMPONENT SELECTION.
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REFER TO THE ROCKY MOUNTAIN POWER DISTRIBUTION CONSTRUCTION STANDARD MANUAL FOR IDENTIFICATION OF ALL STANDARD REFERENCE NUMBERS LISTED ON THIS SHEET.
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ALL FINAL WORK AND MATERIAL TO BE APPROVED BY THE CITY AND THE CITY ENGINEER.
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COMPRESSION CONNECTOR W/ P.V.C. TAPE OVER
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STEEL POLE NOTES: 1. ALL STEEL POLES MUST HAVE PROVISIONS FOR GROUNDING AND MUST BE ALL STEEL POLES MUST HAVE PROVISIONS FOR GROUNDING AND MUST BE EFFECTIVELY GROUNDED AFTER INSTALLATION. A 1/2 INCH x 13 NC SQUARE NUT SHALL BE WELDED BE INSIDE THE POLE BY THE MANUFACTURER FOR GROUNDING CONNECTION. 2. SPECIFY "HUBBELL" RTS#08P OR "VALMONT" DS32#7.5A286-8S OR APPROVED SPECIFY "HUBBELL" RTS#08P OR "VALMONT" DS32#7.5A286-8S OR APPROVED EQUIV. FOR 8' MAST ARM IF REQ'D. 3. POLES SHALL BE HOT DIP GALVANIZED UNLESS OTHERWISE SPECIFIED. POLES SHALL BE HOT DIP GALVANIZED UNLESS OTHERWISE SPECIFIED. 4. CATALOG NUMBERS INCLUDE HOT DIP GALVANIZED ANCHOR BOLTS AND BASE CATALOG NUMBERS INCLUDE HOT DIP GALVANIZED ANCHOR BOLTS AND BASE COVERS. 5. POLE SIZE IS ADEQUATE FOR SINGLE OR TWIN BRACKET APPLICATION. POLE SIZE IS ADEQUATE FOR SINGLE OR TWIN BRACKET APPLICATION. SPECIFY "HUBBLE" RTS#22P OR "VALMONT" DS32#7.5A286-6D FOR 6' TWIN ARM, SPECIFY "HUBBLE" RTS#23P OR "VALMONT" DS32#7.5A286-8D FOR 8' TWIN ARM. 6. MAST ARMS FOR METAL POLES ARE WITH TENON FOR 2 INCH LUMINAIRE MAST ARMS FOR METAL POLES ARE WITH TENON FOR 2 INCH LUMINAIRE SLIP-FITTER.
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BY ROCKY MTN. POWER
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#6 A.A.C.
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THE FOOTING AS SPECIFIED ON THIS STANDARD IS DESIGNED FOR USE WITH THE STD. 11 GA. (OR 10 GA.) METAL STREET LIGHT POLES FOR MOUNTING HEIGHTS UP TO 32 FEET. IT SHOULD NOT BE APPLIED IN LOCATIONS WHICH REQUIRE A POLE OF HIGHER STRENGTH (SUCH AS A DEAD-END POLE, COMBINATION STREET LIGHT/TRAFFIC SIGNAL POLE, OR ETC.)
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FOOTING NOTES: A. FOOTINGS WILL GENERALLY BE INSTALLED BY A FOOTINGS WILL GENERALLY BE INSTALLED BY A CONTRACTOR. FOOTINGS SHOULD BE LOCATED WITH THE VERTICAL C 24" + BACK FROM THE EDGE OF CURB. B. THE MANUFACTURER SHALL FURNISH (4) ANCHOR THE MANUFACTURER SHALL FURNISH (4) ANCHOR BOLTS, (1) GROUND ROD & PLASTIC CONDUITS FOR EACH FOOTING AS REQ'D. C. NUMBER AND ORIENTATION OF THE PLASTIC CONDUITS NUMBER AND ORIENTATION OF THE PLASTIC CONDUITS ARE INFLUENCED BY THE UNDERGROUND CIRCUIT ROUTE AND SHOULD BE DETERMINED IN EACH LOCATION FOR THE MOST PRACTICAL SOLUTION. D. ANCHOR BOLTS SHALL BE FURNISHED WITH 6" MIN. ANCHOR BOLTS SHALL BE FURNISHED WITH 6" MIN. THREAD LENGTH AND SHALL BE HOT DIP GALV.
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(2) MIN. QUANTITY 1" DIA. PLASTIC CONDUIT (SCH. 40 CARLON)
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TOP OF GRADE OR TOP OF SIDEWALK
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GROUND ROD "x10' C.34"x10' C.
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24"x24"x48" CONC. FOOTING -STANDARD REFERENCE #FP171
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ANCHOR BOLTS (INCLUDE W/POLE ASS'Y) SEE NOTE D THIS SHEET
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GROUND ROD CONNECTOR (S.I. #6113807)
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#6 COPPER GROUNDING CONDUCTOR
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25'
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GROUND ROD "x10' C.34"x10' C.
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PLASTIC CONDUIT AND GROUND ROD MUST BE LOCATED WITHIN A 3 INCH RADIUS FROM THE CENTER OF THE BOLT CIRCLE
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(2) MIN. QUANTITY 1" DIA. PLASTIC CONDUIT (SCH. 40 CARLON)
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ANCHOR BOLTS (INCLUDE W/POLE ASS'Y) SEE NOTE D THIS SHEET
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11" DIA. BOLT CIRCLE
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FROM PLASTIC CONDUIT IN FOOTING
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HANDHOLE ACCESS
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COMPRESSION CONNECTOR W/ P.V.C. TAPE OVER
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#10 COPPER TO LUMINAIRE (BLACK INSUL.-HOT, WHITE INSUL.-NEUTRAL)
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REFER TO STANDARD REFERENCE #FP131 FOR WIRING INFORMATION
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#6 COPPER GROUNDING CONDUCTOR
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12"x13 NC SQUARE NUT WELDED IN PLACE
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LUMINAIRE WIRING (#6 PAST WEATHERHEAD THEN CONNECT TO #10 COPPER AS SHOWN.)
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1" SCH. 40 P.V.C. CONDUIT
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1" SCH. 40 P.V.C. COUPLING (STRAP IMMEDIATELY BELOW COUPLING FOR VERTICAL SUPPORT)
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1" RIGID STEEL CONDUIT (10' LENGTH) W/ BELL END)
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23'-11" MIN. 25'-11" MAX.
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#6 A.A.C.
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1" WEATHERHEAD
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INSTALL 13"x24" JUNCTION BOX FLUSH TO GRADE IN CLOSE PROXIMITY TO POLE; ROUTE #6 A.A.C. FROM STEEL CONDUIT TO BOX
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CONC. FOOTING (SEE DETAIL THIS SHEET)
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SEE WIRING SERVICE DETAIL THIS SHEET
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TYP. HANDHOLE W/ COVER
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LUMINAIRE WIRING (SEE WIRING SERVICE DETAIL THIS SHEET)
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"HUBBELL" RTS#07P. "VALMONT" DS32#7.5A286-6S OR APPROVED EQUIV. GALVANIZED STEEL LIGHTING POLE ASSEMBLY W/ UNDERGROUND SERVICE STANDARD REFERENCE #FP131
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RESIDENTIAL DECORATIVE LIGHT POLE
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POST DESCRIPTION THE LIGHTING POST SHALL BE ALL ALUMINUM, ONE-PIECE CONSTRUCTION, WITH A CLASSIC TAPERED AND FLUTED BASE DESIGN. MATERIALS THE BASE AND FLUTED SHAFT SHALL BE HEAVY WALL, CAST ALUMINUM PRODUCED FROM CERTIFIED ASTM 356.1 INGOT PER ASTM B-179-95A OR ASTM B26-95. THE SHAFT SHALL BE EXTRUDED FROM ALUMINUM, ASTM 6061 ALLOY, HEAT TREATED TO A T6 TEMPER. ALL HARDWARE SHALL BE TAMPER RESISTANT STAINLESS STEEL. ANCHOR BOLTS TO BE COMPLETELY HOT DIP GALVANIZED. DIMENSIONS THE POST SHALL BE 14'-0" IN HEIGHT WITH A 17" BASE. A HAND HOLESHALL BE PROVIDED FOR ACCESS. INSTALLATION THE POST SHALL BE PROVIDED WITH FOUR, HOT DIP GALVANIZED L-TYPE ANCHOR BOLTS TO BE INSTALLED ON A 12" DIAMETER BOLT CIRCLE. A DOOR SHALL BE PROVIDED IN THE BASE FOR ANCHORAGE AND WIRING ACCESS. A GROUNDING SCREW SHALL BE PROVIDED INSIDE THE BASE OPPOSITE THE DOOR. FINISH THE ENTIRE ASSEMBLY SHALL BE ANODIZED AND THEN RECEIVE A STANDARD HOLOPHANE POWDER COAT FINISH OVER THE ANODIZED MATERIAL.
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DECORATIVE LIGHT POLE SPECIFICATIONS
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5" DIA. FLUTED F5J SHAFT
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* STREET LIGHTS MUST BE LOCATED AT ALL INTERSECTIONS, STREET LIGHTS MUST BE LOCATED AT ALL INTERSECTIONS, CORNERS, AND CUL-DE-SACS FOR ALL STREET TYPES AT LOCATIONS SHOWN ON APPROVED CONSTRUCTION PLANS. ** STREET LIGHTS MUST BE SPACED AT THE MAXIMUM SPACING STREET LIGHTS MUST BE SPACED AT THE MAXIMUM SPACING REQUIREMENTS AS SPECIFIED BY MANUFACTURER AND SHOULD ALTERNATE EACH SIDE OF THE STREET AT LOCATIONS SHOWN ON APPROVED CONSTRUCTION PLANS.
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POST: WADSWORTH (WD) ALUMINUM
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180°
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270°
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HANDHOLE LOCATION
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17" BASE
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1' BOLT CIRCLE
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0°
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ANCHORAGE DETAIL
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90°
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10" OPENING
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WDA 17" 34" HOT DIP GALVANIZED L-TYPE ANCHOR BOLTS (4 PER POST)
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MODIFIED WOOD POLE BRACKET 6'x1 " MAST ARM 14" MAST ARM GALVANIZED FINISH REQ'D. UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER.
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SHAFT STYLE: F5J = 5" DIA. FLUTED, .25 WALL, ALUMINUM
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BASE: 17" ROUND
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FINISH: BLACK (BK)
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WASHINGTON ACORN 250 WATT - HIGH PRESSURE SODIUM FIXTURE (HPS)
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SPIKE/ORNATE FINIAL
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DECORATIVE LEAF STYLE CAST ALUMINUM LUMINAIRE HOUSING
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3" DIA. TENON
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PROJECT ENGINEER
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DATE
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REV.
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APPR.
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DATE
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SCALE:
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CONSULTING ENGINEERS
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4768 South Harrison Boulevard
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Ogden, Utah 84403 (801) 476-9767
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DESIGNED
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DRAWN
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CHECKED
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SHEET:
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OF SHEETS
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WASHINGTON TERRACE CITY CORPORATION
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PUBLIC WORKS STANDARDS
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GENERAL - STREET LIGHTING STANDARDS
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CS-17
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N.T.S.
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OCTOBER 2014