HEBER CITY STANDARD SPECIFICATIONS AND DRAWINGS

Transcription

1 STANDARD SPECIFICATIONS AND DRAWINGS March 2012 Prepared by: 728 West 100 South Heber City, Utah CORPORTATION 75 North Main Street Heber City, UT 84032

2 S TABLE OF CONTENTS Drawing No. Last Rev. Drawing Name Irrigation-1A 02/12 Irrigation Service Two Lots Irrigation-1B 02/12 Irrigation Service Single Lot Sewer-1 02/12 Sewer Lateral Sewer-2 02/08 Manhole Ring and Cover Sewer-3 02/12 Junction Manhole, Drop Manhole Sewer-4 02/08 Pre-Fabricated Sewer Lateral Sewer-5 02/12 Precast Concrete Sewer Manhole Sewer-6 02/12 Grease Interceptor Storm Drain-1 02/12 Curb Drop Inlet Box Storm Drain-2 02/12 Grate and Frame Storm Drain-3 02/12 Sump Disposal and Oil Separator Storm Drain-4 02/12 Curb Face Drop Inlet Box Streets-1 02/12 Street Cross-Section & Utility Locations - Locals Streets-2 02/12 Street Cross-Sections & Utility Locations - Collectors / Arterials Streets-3 02/12 Street Cross Sections - Unequal Curbs Streets-4 02/12 Sidewalk, High Back Curb & Gutter, Cross Gutters Streets-5 02/12 Street Intersection Corners Streets-6 02/08 Wheel Chair Ramp Streets-7 02/12 Residential Driveway Approach Streets-8 02/12 Commercial Driveway Approach Streets-9 02/12 Cul-De-Sacs Streets-10 02/12 Street Address Signs Streets-11 02/12 Survey Monuments Streets-12 02/12 Street Lighting Utils-1 02/12 Utility Installation in Existing Roadways Utils-2 02/12 Standard Street Intersection and Utility Location Utils-3 02/12 Lateral and Utility Location Water-1 02/12 Fire Hydrants Water-2 02/08 Typical Pipe Thrust Blocking Water-3 02/12 Valve Boxes & Collars Water-4 04/06 1" Service Trench Water-5 02/12 Tracer Wire Installation Water-6A 02/12 Water Service Two Lots Water-6B 02/12 Water Service Single Lot Water-7 02/12 Air Release Station Water-8 02/08 Blowoff / Flush Valve HCSS i March 2012

3 4 INCH SLEEVE 10 INCHES BELOW SIDEWALK SURFACE EXTENDED A MINIMUM OF 6 INCHES PAST THE SIDEWALK ON BOTH SIDES AND CAPPED SIDEWALK 5' 5' 1" LOCKABLE FORD B W OR MUELLER B BALL VALVE 1"x1"X 3 4" BRASS TEE WITH 3 4" HOSE BIB 1" PVC THREADED PLUG 1 1 2"x1 1 2"x1 1 2" BRASS TEE CARSON FLSH-COVER UTILITY BOX TOP OF LID LABELED "IRRIGATION" MIRROR OPPOSING SIDE "CLOSE" 1" BRASS NIPPLE 1 1 2"x1" BRASS BUSHING 2'-0" TYP EXISTING OR FUTURE 2'-0" CURB AND GUTTER TRACER WIRE AS INDICATED IN DRAWING WATER " BRASS COMPRESSION & MIPT ADAPTER H BRONZE SERVICE CLAMP FORD SERIES S91 OR MUELLER H " CTS 200 PSI POLYETHYLENE SERVICE PIPE CORPORATION STOP 1 1 2" CTS SERVICE MINIMUM 1 1 2" FB 1000 FORD CORP OR 1 1 2" B MUELLER CORP PVC C900 PURPLE IRRIGATION PIPE DETAIL REPRESENTS 1-1/2" SERVICE CONNECTION TO MAIN FOR TWO LOTS: 1. USE FORD SERIES S91 BRONZE SADDLE SERVICE CLAMP AND A BRASS COMPRESSION x MIPT ADAPTER. A RIGID LINER SHALL BE USED INSIDE OF TUBING AT THE COMPRESSION FITTINGS. 2. ALL FITTINGS SHALL BE COMPATIBLE WITH SERVICE SIZE. 3. SERVICE LINE INSTALLATION AT AN EXISTING CURB & GUTTER AND SIDEWALK WITH PLANTER STRIP SHALL HAVE THE UTILITY BOX LOCATED IN THE CENTER OF THE PLANTER STRIP AND 4" CASING LOCATED UNDERNEATH SIDEWALK. 4. SERVICE LINE INSTALLATION AT AN EXISTING MONOLITHIC CURB, GUTTER & SIDEWALK SHALL HAVE THE UTILITY BOX LOCATED 1-FOOT BEHIND THE SIDEWALK. 5. SERVICE LINE LOCATION FOR AREAS WITH NO CURB, GUTTER & SIDEWALK TO BE DETERMINED BY THE CITY. 6. BEDDING OF PIPE SHALL CONFORM TO BEDDING STANDARDS FOR CULINARY WATER. IRRIGATION-1A

4 4 INCH SLEEVE 10 INCHES BELOW SIDEWALK SURFACE EXTENDED A MINIMUM OF 6 INCHES PAST THE SIDEWALK ON BOTH SIDES AND CAPPED 6" MIN 6" MIN SIDEWALK 1" PVC THREADED PLUG 1" x 1" x 3 4" BRASS TEE WITH 3 4" HOSE BIB BROOKS 1419 SERIES UTILITY BOX TOP OF LID LABELED "IRRIGATION" 1" BRASS NIPPLE 1" LOCKABLE FORD B W OR MUELLER B BALL VALVE 1" COMPRESSION MALE ADAPTOR 2'-0" TYP EXISTING OR FUTURE 2'-0" CURB & GUTTER 1" CTS 200 PSI POLYETHYLENE SERVICE PIPE TRACER WIRE AS INDICATED IN DRAWING WATER-5 1" BRASS COMPRESSION & MIPT ADAPTER H BRONZE SERVICE CLAMP FORD SERIES S91 OR MUELLER H CORPORATION STOP 1" CTS SERVICE MINIMUM 1" FB 1000 FORD CORP OR 1" B MUELLER CORP PVC C900 PURPLE IRRIGATION PIPE DETAIL REPRESENTS 1" SERVICE CONNECTION TO MAIN FOR A SINGLE LOT: 1. USE FORD SERIES S91 BRONZE SADDLE SERVICE CLAMP AND A BRASS COMPRESSION x MIPT ADAPTER. A RIGID LINER SHALL BE USED INSIDE OF TUBING AT THE COMPRESSION FITTINGS. 2. ALL FITTINGS SHALL BE COMPATIBLE WITH SERVICE SIZE. 3. SERVICE LINE INSTALLATION AT AN EXISTING CURB & GUTTER AND SIDEWALK WITH PLANTER STRIP SHALL HAVE THE UTILITY BOX LOCATED IN THE CENTER OF THE PLANTER STRIP AND 4" CASING LOCATED UNDERNEATH SIDEWALK. 4. SERVICE LINE INSTALLATION AT AN EXISTING MONOLITHIC CURB, GUTTER & SIDEWALK SHALL HAVE THE UTILITY BOX LOCATED 1-FOOT BEHIND THE SIDEWALK. 5. SERVICE LINE LOCATION FOR AREAS WITH NO CURB, GUTTER & SIDEWALK TO BE DETERMINED BY THE CITY. 6. BEDDING OF PIPE SHALL CONFORM TO BEDDING STANDARDS FOR CULINARY WATER. IRRIGATION-1B

5 GROUND SURFACE METAL CAP FLEXIBLE ADAPTOR REQ'D CONCRETE PAD (WHERE THERE IS NO CURB) SERVICE LINE (SEWER LINE) GASKET PER ASTM F477 ROMAC CB SEWER SADDLE CORE DRILL SEWER MAIN AT 45 FROM VERTICAL WITH OPENING AROUND LATERAL PER MANUFACTURER'S RECOMMENDATION CONCRETE SADDLE PVC SEWER SADDLE STAINLESS STEEL TAPE STRAP CLEANOUT DETAIL CONNECTION DETAIL HOUSE 2' 2" x 4" MARKER IF LATERAL IS ENDED HERE 10' PLACE CAP 2" UNDER SIDEWALK ELEVATION A SMALL "S" SHALL BE SCRIBED IN THE TOP BACK OF THE CURB AND GUTTER SHOWING THE LOCATION OF THE LATERAL SEE CLEANOUT DETAIL AND NOTE 2 SEE CLEANOUT DETAIL AND NOTE 2 INSTALL CLEANOUT IN PARK STRIP SEE CONNECTION DETAIL TEE PLUG 1 4" / FT. MIN. SLOPE TWO-WAY BAFFLE CLEANOUT CHARLOTTE NH 54 CONCRETE SADDLE TO BE INSTALLED BY OWNER TO BE INSTALLED BY DEVELOPER TEN FEET BEHIND PROPERTY LINE SEWER MAIN 1. PIPE GRAPHICS DO NOT NECESSARILY INDICATE TYPE OF PIPE TO BE USED. 2. MAXIMUM SPACING BETWEEN CLEANOUTS IS 100' AND AT ALL BENDS. 3. MAXIMUM ALLOWED BEND IN LATERAL IS DEGREES. 4. SEWER & WATER LATERALS ARE PROHIBITED IN COMMON TRENCH PER STATE CODE R SEWER-1

6 SEWER 1/8" PLAN OF COVER AND RING BOTTOM VIEW OF COVER 24 3/4" D&L SUPPLY #A-1180 HEAVY DUTY, 400 LB. MINIMUM 6" 3" 29 3/4" SECTION SEWER-2

7 CONC. COLLAR WITH TWO #4 REBAR CONTINUOUS AROUND COLLAR WITH 12" OVERLAP. MIN. 3 LB/CY FORTA-FERRO SYNTHETIC FIBER 2.25" LONG OR APPROVED EQUAL MAY REPLACE REBAR. 12" 1/4" - 3/8" 1/4" - 3/8" VARIES 36" A 12" O.C. 36" 8" 8" A B VARIES 12" O.C. B 5" TEMPORARY PLUG 5" DROP MANHOLE SHALL BE REQUIRED WHEN INVERTS DIFFER BY 24" OR AS APPROVED BY ENGINEER DROP PIPE BACKFILLED WITH FLOWABLE FILL USE 5' DIAMETER MANHOLE OR LARGER FOR ALL PIPE 14" DIAMETER AND LARGER. USE 4' MIN DIAMETER MANHOLE FOR ALL PIPE SMALLER THAN 14" DIAMETER. SECTION A-A SECTION B-B JUNCTION MANHOLE DROP MANHOLE SEWER-3

8 4" I.D. LATERAL (VARIABLE LENGTH) 45 SPIGOT END SEWER MAIN - VARIABLE DIAMETER 8" MINIMUM FLOW 45 SEWER MAIN INSTALLATION END VIEW REQUIRED ON ALL NEW SEWER MAIN CONSTRUCTION SEWER-4

9 ASPHALT PAVEMENT COLLAR TO HAVE TWO #4 BAR CONTINUOUS AROUND COLLAR WITH 12" OVERLAP. MIN 3 LB/CY FORTA-FERRO SYNTHETIC FIBER 2.25" LONG OR APPROVED EQUAL MAY REPLACE REBAR. 1/4" - 3/8" 12" FRAME & COVER AS INDICATED IN DRAWING SEWER-2 FOR NON-TRAVELED AREAS 8" CLASS "A" CONCRETE GRADE RINGS 6" MIN AND 12" MAX 3'-0" ECCENTRIC CONE (SHOWN ROTATED 90 ) JOINT WITH PROFILE GASKET (TYP) AS REQD PRECAST MANHOLE VARIABLE SECTIONS (AS PER ASTM C 478) POLYPROPYLENE MANHOLE 12" O.C. 3" MIN 6" MIN 6" MIN. CRUSHED ROCK FOUNDATION STABILIZATION MATERIAL SUBJECT TO ADJUSTMENT AS DIRECTED BY ENGINEER 1. LOCATE MANHOLE COVER ON SIDE OF MANHOLE AS SHOWN ABOVE. SET MANHOLE FRAME IN GROUT. 2. ALL MANHOLES TO BE WATER TIGHT AND TESTED AS PER STD. SPEC MANHOLE BASE AND 1ST SECTION OF MANHOLE TO BE FABRICATED AS AN INTEGRAL UNIT. 4. USE 5' DIAMETER OR LARGER MANHOLE FOR PIPE GREATER THAN 18" DIAMETER. 5. USE 4' DIAMETER MANHOLE FOR ALL PIPE UP TO AND INCLUDING 18" DIAMETER. SEWER-5

10 4" INLET PIPE (SLOPE TO MUD TRAP) 6" "A" (SEE DIM. TABLE) 6" "B" (SEE DIM. TABLE) 6" 6" A "C" (SEE DIM. TABLE) SEWER SEWER SEWER FLOW A MANHOLE COVER (TYP) 6" PLAN - GREASE TRAP TANK OUTLET TO SEWER MAY ALSO BE FROM ADJACENT FACE OF TRAP IF MORE FEASIBLE FINISH GRADE CLEANOUT STANDARD BELL RING INSERT SAMPLING MANHOLE (REQUIRED) CLEANOUT 3" MAX. VENT FIBERGLASS GRATING SHELF FOR SAMPLER (ONLY MH > 8' HEIGHT) INLET INLET PIPE FLOW LINE "D" (SEE DIM. TABLE) 1' 4" C.I. PIPE GREASE TRAP "E" (SEE DIM. TABLE) 6" 2" OVERHANG 1' 6" 30" DIA. DEPTH VARIES 5' DIA. 3' MIN. - PROJECT ABOVE SURFACE GRADE AS NECESSARY FLOW LINE DROP - 1" MIN, 12" MAX TO SEWER 1' 4" PIPE 6" MIN CRUSHED ROCK FOUNDATION STABILIZATION. MATERIAL SUBJECT TO ADJUSTMENT AS DIRECTED BY ENGINEER. DIMENSION TABLE 1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. 2. REINFORCING STEEL SHALL BE ASTW A615 GRADE THE CONCRETE COVER OVER THE REINFORCING STEEL SHALL BE A MINIMUM OF INCHES. 4. THE STRUCTURE SHALL BE DESIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF UTAH. 5. THE STRUCTURE SHALL BE DESIGNED FOR THE FOLLOWING LOADING CRITERIA: A. WALLS DESIGNED FOR A SATURATED EQUIVALENT FLUID AT-REST SOIL PRESSURE OF 120 PCF PLUS TRUCK SURCHARGE. B. TRUCK LOADING USING AN AASHTO H-20 TRUCK LOAD. 6. THE MANWAY FRAME AND COVER SHALL BE A TRAFFIC TYPE CASTING FOR H-20 TRUCK LOAD. 7. WHERE THE SEWER LINE ALREADY EXISTS, THE SEWER INVERT INTO AND OUT OF THE TANK SHALL BE 4'-0" ABOVE THE TANK FLOOR. 8. PLUMBING OUTSIDE OF THE GREASE INTERCEPTOR WILL BE IN ACCORDANCE TO LOCAL REGULATIONS. 9. THE BAFFLE INSIDE THE INTERCEPTOR SHALL BE WITHIN 3 INCHES OF THE CEILING. 10. COVERS SHALL BE CIRCULAR AND SHALL BE SOLID WITH PICK HOLES FOR REMOVAL. 11. THE INLET PIPE SHALL BE AT AN ELEVATION OF 1 INCH OR HIGHER THAN THE OUTLET PIPE. 12. SANITARY WASTES FROM TOILETS SHALL NOT BE PLUMBED TO GREASE INTERCEPTORS. 13. PIPING AS PER CITY OR SANITARY DISTRICT REQUIREMENTS. 6" MIN UNTREATED BASE COURSE SECTION A-A GREASE TRAP TANK GREASE TRAP SIZE IN GALLONS A B C D E '-8" 4'-8" 5'-0" 4'-4" 4'-0" '-0" 4'-0" 4'-0" 4'-0" 3'-11" 750 3'-1" 3'-1" 4'-0" 4'-2" 3'-10" SEWER-6

11 WARP GUTTER TO MATCH INLET FRAME. MAINTAIN 6" OF CURB AROUND THE BOX. METAL FRAME & GRATE AS INDICATED IN STORM DRAIN-2 3" 19 1/2" 6" MIN 2" MAX A 49 3/4" A LENGTH, DIAMETER, & LOCATION WILL VARY REINFORCE W/ NO. 4 12" O.C. BOTH WAYS MIN. 15" DIAMETER SECTION A-A CURB GUTTER 1. ALL FRAMES & GRATES TO BE CAST IRON. 2. CONSTRUCT BOX (WALL THICKNESS) TO MATCH EXISTING OR NEW TYPE OF CURB AS SHOWN. 3. A SNOUT OR APPROVED EQUAL SHALL BE USED WHERE THE STORM WATER IS LEAVING THE BOX OR STORM WATER SYSTEM AND ENTERING A SUMP, RETENTION / DETENTION POND, OR DISCHARGE POINT. STORM DRAIN-1

12 1 3 4" 5 8" OFFSET OPENINGS (AS SHOWN) 2 3 8" 1 2" " " 2" 3" 1" " 5 8" 2 5 8" 3" 1 1 8" " 3 4" " 48" " 18" 3" 3 4" 1 2" " " 16" " 1. ALL DIMENSIONS ARE INCHES (in) UNLESS OTHERWISE NOTED. 2. GRATE AND FRAME MAY BE FURNISHED IN EITHER DUCTILE IRON (ASTM A-536 GRADE 60) OR CAST GRAY IRON: AASHTO M-105, CLASS 30 B (ASTM A-48). 3. INSTALLATION REQUIRES SUPPORT UNDER LONGITUDINAL AXIS OF FRAME. ORIENT GRATE WITH DIRECTION OF FLOW. 4. GRATE & FRAME SHALL BE D&L I-1803 OR APPROVED EQUAL. DESIGN DATA: MS 18 (HS-20) OR INTERSTATE ALTERNATE LOADING IN ACCORDANCE WITH CURRENT AASHTO AND INTERIM SPECIFICATIONS. DUCTILE IRON AND STRUCTURAL STEEL: fs=138 MPa STORM DRAIN-2

13 SOLID MANHOLE COVER OIL SEPARATOR BOX A A OUTLET OIL AND DEBRIS SEPARATOR INSTALLED PER MANUFACTURER'S RECOMMENDATIONS INLET 1 2 D SEE NOTE 4 15" ADS OR RCP LENGTH VARIES *OVERFLOW DISCHARGE TO APPROVED DRAINAGE. RCP-SAME CAPACITY AS INLET PIPE. 5' I.D. MANHOLE * MAY BE REQUIRED BY CITY ENGINEER 1 1 2" Ø DRAIN HOLES AT 12" O.C. CLEAN UNIFORM DRAIN ROCK APPROVED BY CITY ENGINEER AROUND AND UNDER MANHOLE 18-INCH MIN. SECTION A-A 1. CONSTRUCT DROP INLET BOX TO MATCH WIDTH OF CURB & GUTTER. MATCH INSIDE LENGTH OF BOX TO INSIDE LENGTH OF FRAME. 2. D & L I-3516 WITH ADJUSTABLE CURB BOX. 3. STANDARD CAST IRON MANHOLE RING & LID. 4. SUMP DEPTH = 36" MIN. FOR 12" DIAMETER OUTLET AND SMALLER, FOR OUTLET DIAMETER 15" AND LARGER, DEPTH = 2.5 TO 3 TIMES THE DIAMETER. STORM DRAIN-3

14 S TABLE OF CONTENTS Drawing No. Last Rev. Drawing Name Irrigation-1A 02/12 Irrigation Service Two Lots Irrigation-1B 02/12 Irrigation Service Single Lot Sewer-1 02/12 Sewer Lateral Sewer-2 02/08 Manhole Ring and Cover Sewer-3 02/12 Junction Manhole, Drop Manhole Sewer-4 02/08 Pre-Fabricated Sewer Lateral Sewer-5 02/12 Precast Concrete Sewer Manhole Sewer-6 02/12 Grease Interceptor Storm Drain-1 02/12 Curb Drop Inlet Box Storm Drain-2 02/12 Grate and Frame Storm Drain-3 02/12 Sump Disposal and Oil Separator Storm Drain-4 02/12 Curb Face Drop Inlet Box Streets-1 02/12 Street Cross-Section & Utility Locations - Locals Streets-2 02/12 Street Cross-Sections & Utility Locations - Collectors / Arterials Streets-3 02/12 Street Cross Sections - Unequal Curbs Streets-4 02/12 Sidewalk, High Back Curb & Gutter, Cross Gutters Streets-5 02/12 Street Intersection Corners Streets-6 02/08 Wheel Chair Ramp Streets-7 02/12 Residential Driveway Approach Streets-8 02/12 Commercial Driveway Approach Streets-9 02/12 Cul-De-Sacs Streets-10 02/12 Street Address Signs Streets-11 02/12 Survey Monuments Streets-12 02/12 Street Lighting Utils-1 02/12 Utility Installation in Existing Roadways Utils-2 02/12 Standard Street Intersection and Utility Location Utils-3 02/12 Lateral and Utility Location Water-1 02/12 Fire Hydrants Water-2 02/08 Typical Pipe Thrust Blocking Water-3 02/12 Valve Boxes & Collars Water-4 04/06 1" Service Trench Water-5 02/12 Tracer Wire Installation Water-6A 02/12 Water Service Two Lots Water-6B 02/12 Water Service Single Lot Water-7 02/12 Air Release Station Water-8 02/08 Blowoff / Flush Valve HCSS i March 2012

15 A A 2'-11 1/2" 6" TYP SIDEWALK OR PLANTER STRIP D & L I-3517 OR APPROVED EQUAL SHALL BE USED WITH ADJUSTABLE CURB BOX. STREET 2' MIN. 15" RCP OR HDPE PIPE WITH SLOPE 1% MIN PLACED AS REQ'D. 1' SECTION A-A 1. #4 REBAR SPACED NO GREATER THAN 12" O.C. HORIZ. AND 8" O.C. VERTICAL. 14" OVERLAP OF REBAR REQUIRED. 2. OPEN FACE CATCH BASIN TO BE USED ONLY AT THE CITY ENGINEER'S DISCRETION. 3. D & L I-3517 GRATE AND FRAME WITHOUT HOOD MAY BE USED AT CITY ENGINEER'S DISCRETION. STORM DRAIN-4

16 PL 60' RIGHT-OF-WAY PL CL 5' 4' 2' 19' 5' 6' 2% 2% 1 4" SLOPE PER 1' WIDTH 6" MIN THICKNESS TYP VARIES 10' 10' 5' P.I. 3" THICK, 1 2" GRADATED BITUMINOUS SURFACE COURSE 8" BASE COURSE SEWER MAIN STORM DRAIN WATER MAIN SUBGRADE (SEE NOTE 2) PL 60' RIGHT-OF-WAY PL CL 4' 6' 2' 18' 5' 4' 2% 2% 1 4" SLOPE PER 1' WIDTH 6" MIN THICKNESS TYP VARIES 10' 10' 5' P.I. 3" THICK, 1 2" GRADATED BITUMINOUS SURFACE COURSE 8" BASE COURSE SEWER MAIN STORM DRAIN WATER MAIN SUBGRADE (SEE NOTE 2) 1. WHEREVER POSSIBLE, SANITARY SEWER SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE STREET. 2. SUBGRADE SHALL BE A-1 GRANULAR MATERIAL PER SECTION COMMERCIAL SIDEWALK TO BE FIVE FEET WIDE MINIMUM. 4. PARK STRIP REQUIRED ON RESIDENTIAL LOCAL ROADS. 5. MAXIMUM ROAD GRADE IS 8% WITHOUT CITY ENGINEER'S APPROVAL. 6. PARK STRIPS TO BE FILLED TO WITHIN ONE INCH OF T.B.C. AND TOP OF SIDEWALK. STREETS-1

17 PL 66' RIGHT-OF-WAY PL CL 4' 5' 2' 22' 2% 2% 5' 1 4" SLOPE PER 1' WIDTH 6" MIN THICKNESS TYP VARIES 10' 10' 5' P.I. 3" MIN. THICK, 1 2" GRADATED BITUMINOUS SURFACE COURSE 8" BASE COURSE SEWER MAIN STORM DRAIN WATER MAIN SUBGRADE (SEE NOTE 2) PL 72' RIGHT-OF-WAY PL CL 4' 5' 2' 25' 2% 2% 5' 1 4" SLOPE PER 1' WIDTH 6" MIN THICKNESS TYP VARIES 10' 10' 5' P.I. 4" MIN. THICK, 1 2" GRADATED BITUMINOUS SURFACE COURSE SEWER MAIN STORM DRAIN WATER MAIN 8" BASE COURSE SUBGRADE (SEE NOTE 2) 1. WHEREVER POSSIBLE, SANITARY SEWER SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE STREET. 2. SUBGRADE SHALL BE A-1 GRANULAR MATERIAL PER SECTION COMMERCIAL SIDEWALK TO BE FIVE FEET WIDE MINIMUM. 4. PARK STRIPS TO BE FILLED TO WITHIN ONE INCH OF T.B.C. AND TOP OF SIDEWALK STREETS-2

18 LP 66' RIGHT OF WAY LP 34' 10' 2' 5' 4' 4.0% MAX ASPHALT 1.0% MIN. CURB AND GUTTER 1.2' MAX SIDEWALK LP 60' RIGHT-OF-WAY LP 19' LC 4' 5' 2' 28' 12' 6' 4.0% MAX 2% 1 4" SLOPE PER 1' WIDTH 6" MIN. THICKNESS TYP CURB AND GUTTER 1. PARK STRIPS TO BE FILLED TO WITHIN ONE INCH OF T.B.C. AND TOP OF SIDEWALK. STREETS-3

19 2'-0" 6" 1 1 2" 1' - 0" 6" 6" 6" GRANULAR BASE SLOPE TOWARD STREET 1 4" PER 1' 4'-0" RESIDENTIAL 5'-0" COMMERCIAL WITH PARKSTRIP 6'-0" COMMERCIAL COMBINATION NOTE: WHEN REPLACING SIDEWALK, THICKNESS MAY BE REDUCED TO 4" WITH CITY ENGINEER APPROVAL. SIDEWALK R= 1 1 2" 6" GRANULAR BASE 1/4" 7'-3/4" 4" NOTE: THE TOP BACK OF CURB SHALL BE STAMPED ACCORDING TO SECTION L. HIGH BACK CURB & GUTTER 4'-0" 9" 7 3/4" 1 1/4" 1'-8 3/4" 6 1/2" 1'-8 3/4" 10 1/2" 3" 3" 6" GRANULAR BASE NO " BOTH WAYS (SAME REINFORCING PATTERN REQUIRED IN FILLETS SHOWN ON UTILS-2 & STREETS-9) 12" GRANULAR MATERIAL CROSS GUTTER STREETS-4

20 2' 4' COM 5'-6' RES 5' COM 4' RES 15' R 8.3% MAX FULL HEIGHT CURB NO LIP LANDING MIN. 4 FEET SQUARE 2% MAX CURB WALL AS NEEDED 40' R TO TBC COMMERCIAL 25' R TO TBC RESIDENTIAL 27' R TO LIP OF GUTTER RESIDENTIAL 8.3% MAX. SLOPE SIDEWALK 5% MAX. 2' MIN. 4' MIN 8.3% MAX PARK STRIP 16' PLACE EDGE OF TRUNCATED DOME PANEL 6" FROM CURB TOP BACK OF CURB LIP OF GUTTER 1. RAMP TO INCLUDE ADA DETECTABLE WARNING STRIP; IE. ADA Soulutions, Armor-Tile Cast In Place, MASCO CASTinTact, WAUSAU, OR TEKWAY 2. COLOR OF ADA DETECTABLE WARNING STRIP SHALL BE DARK RED OR GRAY 3. CURB SLOPE 12:1 MAX, CROSS SLOPE 12:0.25 MAX STREETS-5

21 PLANTING OR RAILING RECOMMENDED FLARED SIDES 1. RAMPS SHALL HAVE BROOMED OR TEXTURED SURFACE. 2. ADA DETECTABLE WARNING STRIP MAY BE REQURED; I.E. ADA SOLUTIONS, ARMOR-TILECAST IN PLACE, MASCO CASTinTACT, WAUSAU, OR TEKWAY. 3. ADA MAX SLOPE FOR NON-RAMP SIDEWALK IS 20:1 OR 5%. 8.3% SLOPE NORMAL WALK SLOPE = 2% 8'-6" MIN. R. CRITICAL POINT: LOW POINT TO MATCH GUTTER FLOWLINE, AVOID SHARP GRADE BREAK WHICH WOULD CATCH WHEEL CHAIR 4" MIN. 6" 4'-0" STREETS-6

22 WHEN CUTTING THROUGH EXIST. SIDEWALK AND CURB, SAW CUT OR REMOVE TO NEAREST EXIST. JOINT (TYPICAL) A 3 8" EXPANSION JOINT MATERIAL (TYP BOTH SIDES) WEAKENED PLANE JOINT OR COLD JOINT SIDEWALK STRAIGHT GRADE PORTLAND CONCRETE CEMENT PLANTER STRIP BACK OF CURB FACE OF CURB A LIP OF CURB PLAN CURB OPENING FOR 6" C.F. 2'-6" APPROACH BOTTOM MIN. 10' MAX 20' 2'-6" 1 1/2" DROP TOP OF CURB 3 8" EXPANSION JOINT MATERIAL (TYP BOTH SIDES) ELEVATION SIDEWALK 1 1 2" R. SLOPE: 1:20 PER FT. 6" SECTION A-A 1. CURB OPENING SHALL HAVE A COURSE BROOM FINISH. 2. C.F. = CURB FACE 3. INSTALL 4" PVC SLEEVE UNDER DRIVEWAY AND 10" BELOW SIDEWALK FOR PI SERVICE. STREETS-7

23 WHEN CUTTING THROUGH EXIST. SIDEWALK AND CURB, SAW CUT OR REMOVE TO NEAREST EXIST. JOINT (TYPICAL) 3 8" EXPANSION JOINT MATERIAL (TYP. BOTH SIDES) A WEAKENED PLANE JOINT OR COLD JOINT SIDEWALK STRAIGHT GRADE PORTLAND CONCRETE CEMENT MAX. SLOPE 12.5% PLANTER STRIP BACK OF CURB FACE OF CURB A LIP OF CURB PLAN CURB OPENING FOR 6" C.F. 2'-6" APPROACH BOTTOM MIN. 12' MAX. 40' 2'-6" TOP OF CURB 1 1/2" DROP 3 8" EXPANSION JOINT MATERIAL (TYP BOTH SIDES) ELEVATION SIDEWALK 1 1 2" R. SLOPE: 1/8" PER FT. 1. CURB OPENING SHALL HAVE A COURSE BROOM FINISH. 2. C.F. = CURB FACE. 8" SECTION A-A #4 10" CENTERS BOTHWAYS WITH REBAR HELD UP 2" FROM GROUND SURFACE STREETS-8

24 R15' 50' R MIN. RESIDENTIAL 60' R MIN. COMMERCIAL/INDUSTRIAL 800' MAX. DRAINAGE 25' R RESIDENTIAL TO TBC 40' R COMMERCIAL TO TBC TOP BACK OF CURB SIDEWALK PLANTER STRIP CONCRETE FULL FROG REQUIRED (SEE STREETS-4 FOR REBAR SPACING) LIP OF GUTTER STREETS-9

25 PROVIDE SIGNS, LETTERS, AND BRACKETS TO SPECIFICATIONS HEBER CITY LOGO GALVANIZED STEEL TUBE 12.5' X 1 3 4" X 1 3 4" 3 8" DIAMETER HOLES 1" ON CENTER (FULL LENGTH OF POST) 2" X 2" X 30" SLEEVE TO ALLOW SIGN REMOVAL AND INSTALLATION FINISH GRADE CONCRETE BASE (24" x 12" DIA.) 2" 10' 1. FORMAT: SECURE ENGINEER'S APPROVAL OF SIGN FORMAT AND INSTALLATION. 2. INSTALLATION: A. INSTALL SIGNS ON THE NORTH-EAST OR SOUTH-WEST CORNERS OF THE INTERSECTION. B. INSTALL THE EDGE OF THE SIGN 2 FEET FROM THE VERTICAL EXTENSION OF THE BACK OF CURB AS NEAR AS POSSIBLE TO THE APPROACH CURB P.C. (POINT OF CURVATURE). 3. NAMED STREETS SHOULD ALSO INCLUDE NUMERIC LOCATION ON RIGHT SIDE OF SIGN. STREET NAME SIGNS: 1. SIZE 38" X 8". 2. DOUBLE BLADED.080 ALUMINUM WITH RIVETED ENDS AND BACK WASHERS. 3. THE LETTERING FOR NAMES OF STREETS AND HIGHWAYS ON STREET NAME SIGNS SHALL BE COMPOSED OF A COMBINATION OF LOWER-CASE LETTERS WITH INITIAL UPPER-CASE LETTERS (SERIES C). 4. LETTERING ON POST-MOUNTED STREET NAME SIGNS SHOULD BE COMPOSED OF INITIAL UPPER-CASE LETTERS AT LEAST 6 INCHES IN HEIGHT AND LOWER-CASE LETTERS AT LEAST 4.5 INCHES IN HEIGHT (SEE MUTCD FOR SPEEDS GREATER THAN 40 MPH). 5. 3" SERIES C LETTERS IF COORDINATE IS REQUIRED. 6. PRISMATIC GRADE LETTERING ON PRISMATIC GRADE GREEN BACKGROUND. 7. 8" X 8" LOGO LEFT HAND PORTION OF SIGN. 8. LOGO COLOR: BLUE AND GOLD ON ENGINEER GRADE WHITE. 9. LOGO LETTERING "" W/ OFFICE BUILDING IN TRIPLICATE FADING INTO BACKGROUND. REGULATORY SIGNS: 1. ALL STOP (R1-1-30), YIELD (R1-2-36) & SPEED LIMIT (R2-1-24) SIGNS ARE.080 ALUMINUM WITH PRISMATIC REFLECTIVE SHEETING. 2. ALL OTHER SIGNS.080 W/ PRISMATIC GRADE SHEETING. 3. ALL STOP, YIELD, AND SPEED LIMIT SIGNS SHALL BE 7 FEET MINIMUM FROM BOTTOM OF SIGN TO T.B.C. OR ASPHALT SURFACE. 4. THE OUTER EDGE OF ALL SIGNS SHALL BE A MINIMUM OF 2 FEET BEHIND THE FACE OF CURB. 24" EXTEND 4" BEYOND CONCRETE BASE 4" 1' STREETS-10

26 CONCRETE COLLAR 1/4" - 3/8" 1'-0" (2) #4 BAR CONTINUOUS WITH 12" OVERLAP 9 3/8" 1 3/4" 9 1/2" 2 3/4" 8" PEA GRAVEL OR SEWER ROCK BRASS MONUMENT (3) #4 REBAR 15" LONG 18" 11.25" 13 1/2" D & L SUPPLY # K-6313 OR APPROVED EQUAL 8" 1. CAP SHOULD BE MARKED WITH CROSS ON WHICH LOCATION CORRESPONDS WITH RECORD OF SURVEY FILED WITH THE COUNTY. 2. CONCRETE BASE FOR THE SURVEY MONUMENT SHOULD BE INDEPENDENT OF CONCRETE COLLAR OF LID TO MINIMIZE VIBRATIONS TO MONUMENT. 3. CONCRETE BASE SHOULD BE INSTALLED USING PEA GRAVEL OR SEWER ROCK. 4. CONCRETE COLLAR TO HAVE TWO #4 BAR CONTINUOUS AROUND COLLAR WITH 12" OVERLAP. 5. CONCRETE COLLAR SHOULD BE 1/4" LOWER THAN SURROUNDING PAVEMENT. 6. LOCATE AT CENTERLINE OF INTERSECTIONS AND CUL-DE-SACS STREETS-11

27 RESIDENTIAL BASE PLATE DETAIL FIXTURE SHALL BE: HOLOPHANE LANEVUE LED FULL CUTOFF ARM MOUNTED ASYMMETRICAL GLASS OR ACRYLIC 60LEDE70 WATTAGE 5000K TEMPERATURE 120 VOLTAGE R3 OPTICS COMMERCIAL BASE PLATE DETAIL 18" MIN 30' RESIDENTIAL CONCRETE BASE 14' DECORATIVE BASE COMMERCIAL CONCRETE BASE RESIDENTIAL COMMERCIAL 1. RESIDENTIAL POLES SHALL BE FLUTED OR SMOOTH ALUMINUM, DARK COLORED OR BLACK. 2. COMMERCIAL POLES SHALL BE ROUND TAPERED ALUMINUM, DARK COLORED OR BLACK. 3. LOADING CAPACITY OF POLE SHALL BE 100 POUND RATED FOR A STEADY WIND OF 90 MPH MINIMUM. 4. CONCRETE BASES SHALL BE BACKFILLED WITH SUITABLE MATERIAL COMPACTED TO 95 PERCENT. 5. CONCRETE BASES SHALL HAVE REINFORCING CAGE CONSISTING OF #4 6" O.C. BOTH WAYS. STREETS-12

28 BITUMINOUS SURFACE COURSE SAW CUT BACK 12" MIN FROM TRENCH WALL AFTER TRENCH HAS BEEN BACKFILLED AND COMPACTED. THEN INSTALL UBC / ASPHALT SECTION PRIME WITH SS-1 OR H-1 3" MINIMUM OR MATCH EXISTING 12" MIN. COMPACT EXISTING UBC TO 95% PRIOR TO PAVING NEW UBC COMPACTED TO 95% BEDDING MATERIAL COMPACTED TO 95% SLOPE MAY VARY WITH SOIL CONDITIONS AND O.S.H.A. REQUIREMENTS 8" MIN 12" MIN 6" MIN. 12" 4' MIN. MIN. GRANULAR BACKFILL MATERIAL COMPACTED TO 95% MARKER TAPE 2' ABOVE PIPE TRACER WIRE NEW UTILITY LINE STABILIZATION AS REQUIRED BY SOIL CONDITIONS 1. COMPACTED BEDDING MATERIAL SHALL CONSIST OF SAND, OR 3 4" DRAIN ROCK. 2. MATERIALS, METHOD & COMPACTION SHALL BE APPROVED BY ENGINEER. 3. PEA GRAVEL AND COURSE SAND SHALL ONLY BE ALLOWED W/ ENGINEER'S APPROVAL. 4. USE OF NATIVE MATERIAL FOR BACKFILL IS PROHIBITED (EXCEPT AS APPROVED BY THE CITY ENGINEER WITH FULL TIME TESTING AND INSPECTION). 5. USE PROPER MARKER TAPE AS APPROVED BY CITY ENGINEER. 6. INSTALL TRACER WIRE AS PER WATER TRENCHES LESS THAN 2 FOOT WIDE MAY USE FLOWABLE-FILL OR SAND WITH HOT MIX TOP AND TACKED EDGES WITH CITY APPROVAL. UTILS-1

29 S S S S SLOPE SLOPE CONSTRUCTION JOINT (TYP) SD SD SD SD PI PI PI PI W W W W SD SD sd SD SD S S s S S CONTROL ELEV. AT POINTS ON 1 4 Δ'S AT T.B.C. (TYPICAL) SLOPE SLOPE VARIES W W W W PI PI PI PI EXPANSION JOINT GUTTER CURB SLOPE SLOPE 25' R RESIDENTIAL TO T.B.C. 40' R COMMERCIAL TO T.B.C. & CROSS GUTTER PLANTER STRIP 4' SIDEWALK 10' MIN SLOPE 5' SLOPE SEWER LINE STORM SEWER PRESSURE IRRIGATION WATER LINE UTILS-2

30 IRRIGATION PL PL PL PL PL PL PL PL PL PL PL PL GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 5' 5' TELEPHONE-2' POWER-1' BT BT BT BT BT BT E E E E E E PL PL PL PL PL PL PL PROPERTY LINE SIDEWALK 2.5' 2.5' IRRIGATION UTILITY BOX S S S S S S S PI 15' 1. WATER SERVICES SHOULD BE STUBBED IN 10 FEET PAST PROPERTY LINE. 2. SECONDARY IRRIGATION (S.I) SERVICE SHOULD BE, IN LINE WITH THE PROPERTY LINE AND HAVE A 4" SLEEVE PLACED UNDER SIDEWALK FOR FUTURE CONNECTION, 5 FEET FROM EACH PROPERTY LINE. 3. SEWER LATERAL SHOULD BE STUBBED 10 FEET PAST PROPERTY LINE, 15 FEET FROM SIDE OF LOT ON DOWN HILL SIDE. 10' P.U.E. 10' P.U.E. 4. ALL LATERALS SHOULD BE MARKED WITH A 2 X 4 STAKE. 10' P.U.E. 10' P.U.E. 4" SLEEVE PROPERTY LINE 1 1 2" x 1" x 1" BRASS TEE S 1 1 2" CTS 200 PSI POLYETHYLENE PIPE 5. WATER CAN AND S.I. BOX SHOULD BE CENTERED IN PLANTER STRIP, IF COMBINATION SIDEWALK 1 FOOT BEHIND WALK. 6. MARK TOP OF CURB WITH LOCATIONS OF PROPERTY LINE, WATER, SEWER, AND IRRIGATION SERVICES. 2" X 4" STAKE 2" X 4" STAKE CITY CLEANOUT GAS-7' P.U.E.-10' 10' P.U.E. PLANTER STRIP 1 1 2" x 1" x 1" BRASS TEE 1 1 2" CTS 200 PSI POLYETHYLENE PIPE W PL PL PL PL PL 2" X 4" STAKE 5' 5' W W W 10' W W W W W W PI PI PI PI PI P UTILS-3

31 5' FROM PROPERTY LINE OR AS DIRECTED BY ENGINEER 6' FIBERGLASS RED & WHITE STRIPED FIRE HYDRANT REFLECTIVE MARKER PUMPER NOZZLE 6" WATEROUS WB100 OR MUELLER SUPER CENTURION 250 CAST IRON HYDRANT 5' BURY UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER GROUND LINE 1 4" - 3 8" LID 12" MIN. COLLAR TO HAVE TWO #4 BAR CONTINUOUS AROUND COLLAR WITH 6" OVERLAP. MIN. 3 LB/CY FORTA-FERRO SYNTHETIC FIBER 2.25" LONG OR APPROVED EQUAL MAY REPLACE REBAR. CONCRETE COLLAR ASPHALT 3" MIN. 6" MAX. SECURE 12 GAUGE TRACER WIRE WITH METALIC STRAP TO HYDRANT, LEAVING TWO FEET OF ADDITIONAL WIRE COILED BELOW SURFACE 8" BASE COURSE VALVE BOX D&L M8042 OR EQUAL THRUST BLOCK 6" GATE VALVE THRUST BLOCK TEE CONNECTED TO MAIN LINE MJ CONNECTION FL CONNECTION DO NOT PLUG DRAIN HOLES 1 2 CUBIC YARD GRAVEL WATER-1

32 CONDITION 1 CONDITION 2 CONDITION 3 CONDITION 4 CONDITION 5 CONDITION 6 CONDITION 7 (@ ENGINEERS DISC) ANCHOR REQ'D. FOR VALVES 12" OR LARGER 12" TYPICAL SECTION THRU THRUST BLOCK 45 0'' CONDITION 8 THRUST BLOCK BEARING AREA IN SQ. FT. PIPE SIZE CONDITION ALL THRUST BLOCK BEARING FACES SHALL BE POURED AGAINST UNDISTURBED SOIL OR APPROVED COMPACTED BACKFILL 2. CONCRETE SHALL BE CLASS 6.0-B ALL THRUST BLOCK SIDES SHALL BE FORMED. 4. CALCULATED ON 225 LB. TEST PRESSURE AND ALLOWABLE BEARING PRESSURE OF 200 LBS. PER SQUARE FEET. 5. IN POORER SOILS SPECIAL DESIGN IS REQUIRED. WATER-2

33 LID COLLAR TO HAVE TWO #4 BAR CONTINUOUS AROUND COLLAR WITH 6" OVERLAP. MIN. 3 LB/CY FORTA-FERRO SYNTHETIC FIBER 2.25" LONG OR APPROVED EQUAL MAY REPLACE REBAR. 1 4" - 3 8" 12" MIN. 8" CONCRETE COLLAR ASPHALT BASE COURSE VALVE BOX D&L SUPPLY M8042 OR EQUAL SLOT FOR TRACER WIRE VALVE 1. ALL IRRIGATION BOXES TO BE INSTALLED USING THE ABOVE LID. REF# M RAISE VALVE BOX TO GRADE AFTER PAVING OPERATIONS ARE COMPLETED. 3. GRIND SMALL SLOT FOR TRACER WIRE TO PASS THROUGH AT FLARE IN VALVE BOX. WATER-3

34 A TRENCH WALL METER BOX HOUSE LATERAL 3'-0" MIN. 18" MIN. 18" MIN. 30" MIN. WATER MAIN METER A WATER MAIN 3'-0" MIN. NOTE: BACKFILL & BEDDING TO BE AS INDICATED IN DRAWING UTILS-1. NO SLAG, CONCRETE, ASPHALT, OR CORROSIVE MATERIAL TO BE PLACED WITHIN 3 FEET OF PIPE. TRENCH BOTTOM EXPOSE PIPE 6" MIN. WATER-4

35 IDEAL BRAND (OR EQUAL) UNDERGROUND WIRE CONNECTOR (SILICONE BASED, UL LISTED TO 486D FOR DIRECT BURY) (SEE NOTE 3) COPPER WIRE (TYP) (SEE NOTE 4) SPLICE DETAIL SEE SPLICE DETAIL NON-METALIC FASTENER (TYP) 10' MAX. DISTANCE BETWEEN FASTENERS CONTINUOUS COPPER WIRE (SEE NOTE 4) PIPE MAIN LINE 1. COPPER TRACER WIRE TO BE INSTALLED THE LENGTH OF PIPELINE AND EACH CULINARY SERVICE, AND SECONDARY SERVICE, ALONG EACH PRESSURIZED IRRIGATION PIPELINE AND SERVICE. TRACER WIRE TO BE BROUGHT UP IN AT LEAST ONE VALVE IN EACH INTERSECTION. TRACER WIRE TO BE BROUGHT TO THE END OF EACH FIRE HYDRANT ON CULINARY LINES. (NOT TO EXCEED 500 FEET). 2. TRACER WIRE TO BE INSTALLED AND MAINTAINED ON TOP OF PIPE CENTERLINE DURING BACKFILL. 3. TWO, THREE AND FOUR WIRE CONNECTIONS: STRIP WIRE ENDS, INSTALL IDEAL UNDERGROUND WIRE CONNECTOR, AND WRAP WITH THREE LAYERS OF SCOTCH 33 OR EQUAL, ELECTRICAL TAPE. OVERLAP THE TAPE WRAPPING, 6" ONTO THE WIRE INSULATION. 4. COPPER WIRE SHALL BE #12 AWG SOLID UF TYPE WITH CROSS-LINKED POLYETHYLENE INSULATION. 5. CONTRACTOR SHALL TEST TRACER WIRE FOR CONTINUITY PRIOR TO PAVING IN THE PRESENCE OF THE ENGINEER. 6. THE TEE/CROSS IS SHOWN WITHOUT VALVES AND IS INTENDED TO SHOW TRACER WIRE ROUTING ONLY. WATER-5

36 TABLE 1 LID / FRAME BOX MODEL MODEL SERVICE LINE MINIMUM METER SIZE BOX SIZE COMMENTS 1" MINIMUM 18" x 60" 330CS1860FSBS / NEW SERVICES /2" 24" x 60" 500VB2460FBB / " " " 27" x 60" 550VB2760FBB / " " NOTE 1: FOR LARGER SIZES CONTACT PUBLIC WORKS FOR REQUIREMENTS NOTE 2: SERVICE LINE SIZE ON TWO-LOT CONNECTION MEASURED FROM TEE TO BALL VALVE INSULATION INSERTS A SMALL "W" SHALL BE SCRIBED IN THE TOP BACK OF THE CURB AND GUTTER SHOWING THE LOCATION OF WATER SERVICE 18" MIN. MUELLER CAST IRON LID WITH 1 3 4" AUTOMATED SENSOR HOLE AND SIDE LOCKING MECHANISM. SET TO GRADE. FULL CIRCLE BRASS SADDLE FORD S90 SERIES OR MUELLER H SERIES USING "CC" THREADS FOR 12"-16" DIAM PIPE USE ROMAC 202B FOR >16" PIPE USE ROMAC 202NS OR FORD FC202 5' MUELLER/HUNT THERMAL-COIL 60" COMBINATION METER BOX WITH 1" FITTINGS INSULATION INSERT WITH NYLON STRAP HANDLE TRACER WIRE AS INDICATED IN WATER " x 1" x 1" BRASS TEE CORPORATION STOP 1 1 2" CTS SERVICE MINIMUM 1 1 2" FB 1000 FORD CORP OR 1 1 2" B MUELLER CORP 1 1 2" SDR9 CTS POLY 200 PSI SERVICE INSTALL 12" x 12" x 6" CONCRETE BOCKS ON THREE POINTS 2'-6" 2'-6" 1" x 3 4" BRASS REDUCER FOR 3 4" METERS TRACER WIRE COIL 1" ANGLE DUAL CHECK VALVE TRACER WIRE 1 1 2" x 1" x 1" BRASS TEE EXTEND PIGTAIL 10' BEYOND PROPERTY LINE 1" SDR9 CTS POLY 200 PSI SERVICE FORD GT 121 UNION W/ FIBER WASHERS (TYP.) MUELLER FITTING H " MUELLER B BALL VALVE AND EXTENSION TYPE CURB BOX W/ MINEAPOLIS PATTERN BASE (H ) (TYP.), OR 1" FORD B41-44QM BALL VALVE W/ ATTACHMENT ROD (EM R) 1. METER BOX, COVER, COPPER SETTER, CORPORATION STOP, & SERVICE LINES TO BE FURNISHED AND INSTALLED BY DEVELOPER AND CONFORM TO AWWA C STAINLESS STEEL STIFFENERS ON ALL POLY CONNECTIONS. 3. BOXES ARE PROHIBITED IN DRIVEWAYS FOR 1 1 2" AND LARGER. 4. WATER METER WILL BE INSTALLED BY. 5. SEE UTILS-3 FOR PLAN VIEW. 6. WATER METER CAN TO BE LOCATED IN THE MIDDLE OF THE PLANTER STRIP OR BETWEEN SIDEWALK AND PROPERTY LINE (FOR COMBINATION SIDEWALK) OR AS DIRECTED BY ENGINEER. 7. WATER SERVICE SHOULD CONNECT DIRECTLY TO THE MAIN LINE AND NOT "TEE" OFF FIRE HYDRANT LINE OR SERVICE LINES. WATER-6A

37 TABLE 1 LID / FRAME BOX MODEL MODEL SERVICE LINE MINIMUM METER SIZE BOX SIZE COMMENTS 1" MINIMUM 18" x 60" 330CS1860FSBS / NEW SERVICES /2" 24" x 60" 500VB2460FBB / " " " 27" x 60" 550VB2760FBB / " " NOTE 1: FOR LARGER SIZES CONTACT PUBLIC WORKS FOR REQUIREMENTS NOTE 2: SERVICE LINE SIZE ON TWO-LOT CONNECTION MEASURED FROM TEE TO BALL VALVE INSULATION INSERTS A SMALL "W' SHALL BE SCRIBED IN THE TOP BACK OF THE CURB AND GUTTER SHOWING THE LOCATION OF WATER SERVICE 18" MIN. MUELLER CAST IRON LID WITH 1 3 4" AUTOMATED SENSOR HOLE AND SIDE LOCKING MECHANISM. SET TO GRADE. FULL CIRCLE BRASS SADDLE FORD S90 SERIES OR MUELLER H SERIES USING "CC" THREADS FOR 12"-16" DIAM PIPE USE ROMAC 202B FOR >16" PIPE USE ROMAC 202NS OR FORD FC202 1" FULL PORT ANGLE BALL VALVE TRACER WIRE AS INDICATED IN WATER-5 TRACER WIRE COIL 5' MUELLER/HUNT THERMAL-COIL 60" COMBINATION METER BOX WITH 1" FITTINGS INSULATION INSERT WITH NYLON STRAP HANDLE 1" x 3 4" BRASS REDUCER FOR 3 4" METERS 1" ANGLE DUAL CHECK VALVE EXTEND PIGTAIL 10' WATER MAIN CORPORATION STOP 1" CTS SERVICE MINIMUM 1" FB 1000 FORD CORP OR 1" B MUELLER CORP 1" SDR9 CTS POLY 200 PSI SERVICE INSTALL 12" x 12" x 6" CONCRETE BLOCKS ON THREE POINTS FORD GT 121 UNION W/ FIBER WASHERS (TYP.) MUELLER FITTING H " MUELLER BALL VALVE AND EXTENSION TYPE CURB BOX W/ MINNEAPOLIS PATTERN BASE (H ) (TYP.), OR 1" FORD B41-444QM BALL VALVE W/ ATTACHMENT ROD (EM R) 1. METER BOX, COVER, COPPER SETTER, CORPORATION STOP, & SERVICE LINES TO BE FURNISHED AND INSTALLED BY DEVELOPER AND CONFORM TO AWWA C STAINLESS STEEL STIFFENERS ON ALL POLY CONNECTIONS. 3. WATER METER WILL BE INSTALLED BY. 4. WATER METER CAN TO BE LOCATED IN THE MIDDLE OF THE PLANTER STRIP OR BETWEEN SIDEWALK AND PROPERTY LINE (FOR COMBINATION SIDEWALK) OR AS DIRECTED BY ENGINEER. 5. WATER SERVICE SHOULD CONNECT DIRECTLY TO THE MAIN LINE AND NOT "TEE" OFF FIRE HYDRANT LINE OR SERVICE LINES. WATER-6B

38

39 STANDARD CURB & GUTTER DRAIN ROCK 1 4 CUBIC YARD BROOKS 1419 SERIES UTILITY BOX TOP OF LID LABELED "IRRIGATION" OR "CULINARY" 24" 1 4" DRAIN HOLE AT LOW POINT 2" RESILIENT-SEAT GATE VALVE WITH 2" OPERATING NUT VALVE BOX 12" 36" 2" THREADED CAP BELOW SURFACE INSIDE UTILITY BOX 2" PIPE 2" PIPE PLUG WITH THRUST BLOCK WATER MAIN NOTE: ALL PIPE TO BE GALVANIZED AFTER FABRICATION 12" PLAN VIEW BROOKS 1419 SERIES UTILITY BOX TOP OF LID LABELED "IRRIGATION OR CULINARY" 2" CAP 2" PIPE VALVE BOX VARIES 2" RESILIENT-SEAT GATE VALVE WITH 2" OPERATING NUT PLUG WITH THRUST BLOCK WATER MAIN PROFILE WATER-8