Standard Drawings Table of Contents

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Rodney Holland
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1 Standard Drawings Table of Contents 1. Standard Symbols, Abbreviations, & Legends 2. 1 Water Service 3. 1 ½ or 2 Water Service 4. 3 Water Service 5. 1 ½ 3 Water Service Manifold Assembly 6. 2 Blow Off Assembly 7. 2 Blow Off Assembly (Underground) 8. 6 Fire Hydrant Assembly 9. 1 Air & Vacuum Release Assembly Air & Vacuum Release Assembly (Underground) Air & Vacuum Release Assembly 11a. 1 & 2 Air & Vacuum Valve Enclosure 12. Typical Installation for Water Main Appurtenances 13. Concrete Thrust Blocks 14. Concrete Valve Supports for In Line Valves 15. Anchor Block Details for In Line Reducers (16 Pipe Max.) 16. Slope Protection for Grades of 30% or Larger 17. Typical Connection Details to Steel and AC Pipe 18. Concrete Encasement Detail for U.G. Electrical, Telephone, and Sewer Tight Lines Over District Mains and Appurtenances 19. Butt Strap Closure 20. Valve Stem Extension Gate Valves 2 or Smaller 21. Valve Stem Extension Gate Valves 3 and Larger or 4 Combination Air Valve or Air & Vacuum Valve Assemblies 23. Chain Link Fence Details

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8 NOTE: A) FOR LOCATION OF APPURTENANCES SEE STANDARD DRAWING NO. W-12. B) ALLOWED ONLY WHEN CONCRETE CURBS AND GUTTERS OR A.C.BERMS ARE INSTALLED. EXIST. OR FINISH GRADE 2'-0" ''V/ '/«<<<< i I I 2"x 4"x 12" REDWD. BLOCK I I, CONNECTION TO STEEL PIPE N.T.S. NO. DESCRIPTION NO. DESCRIPTION! f I! X. i 1 u: 9 :!; i<! ::i a FORGED STEEL HIGH PRESSURE 1/2 COUPLING 2" BRONZE CORPORATION STOP. M.i.P. THREAD x F.i.P. THREAD. COPPER SWEAT ADAPTOR x M.i.P. THREAD BRONZE GATE VALVE w/bronze HANDWHEEL, F.i.P. x F.I.P. THREAD COPPER TUBING x REQUIRED LENGTH 90 BRONZE ELL x F.I.P. THREAD RED BRASS PIPE - 12" RED BRASS PIPE x REQUIRED LENGTH " BALL VALVE 8" O.D. x REQUIRED LENGTH STEEL PIPE VALVE WELL FRAME, ASSEMBLY, AND COVER ASPHALT PAVING = TYPE-1 UNIMPROVED = TYPE-2 2 1/2" BRASS HOSE CAP x N.S. THREAD BRONZE DOUBLE STRAP SADDLE MAIN x SERVICE SIZE CONCRETE METER BOX TRACER WIRE 2" M.I.P. THREAD x 21/2" M.N.S. THREAD VALLEY CENTER MUNICIPAL WATER DISTRICT STD. DWG. 2" BLOW-OFF ASSEMBLY (UNDERGROUND) W-7

9 U,J CL 1i: 2 4' g',""' BACK OF CURB OR ED GE OF STR EET NOTE: AFOR LOCATION OF APPURTENANCES SEE STANDARD DRAWING NO. W-15. 6'/2' 15 ;,', '., B. ALL MATERI ALS US ED ON A 6" FIRE HY DRANT AS SEM BLY SHALL BE CL OUTLETS PROPERTY OR EASEMENT LIN E VARIES SEE STD. DWG. W-12 2' CONNECTION TO STEEL PIPE FLANGE HEIGHT ABOVE CONCRETE PA D ACCORDING TO MANUFACTURER RECOMMENDATION. f?ac'r'c! d CONNECTION TO ACP, PVC OR DUCTILE IRON PIPE r--' '--' NO. SIZE & DESCRIPTION NO. SIZE & DESCRIPTION f 6" FIRE HYDRANT (8 BOLT HOLE PATTERN) 9 MAIN SIZE x 6" C.1. TEE (FLANGED OUTLET) E 'E 2 3/4" x 3" HEX. HEAD MACHINE BOLTS & NUTS TYP. 10 6" STEEL FLANGED OUTLET C.M.L.&C. r steelwrapperpla7.te r-_3_t6"-diametergasket _1-1_+(si=zex=si=z=econn.re=o='sf=ul=lwrapperpl=ate) j 4 6" X REO. LENGTH C.1. SPOOL 12 4' X 4' X 31/2" CONCRETE PAD r- (8"-MIN,LENGTH=) _+--_t ' 5 6" X REO. LENGTH C.1. HYD. BURY ELL, 13 TRACER WIRE, FLG. x HUB OR FLG. X FLG = V) 6 6" X REO. LENGTH PVC PIPE, DUCTILE PIPE, CLASS " AVK FLOWGUARD II CHECK VALVE 0' OR 6" 12GA. STEEL CML&C (8 BOLT HOLE PATTERN), r_==------_ ' VALVE WELL FRAME, ASSEMBLY, AND COVER 6" ROUND CARSON BOX 7 ASPHALT PAVING TYPE-1 UNIMPROYED TYPE-2 15 (TRACER WIRE TERMINATION POINT) $r---t t---t _4 u: 8 6" RIW GATE VALVE FLG. x HUB OR FLG. X FLG. M Dr VALLEY CENTER MUNICIPAL WATER DISTRICT NOT TO SCALE!====------STANDARDDRAWING {_NG-1 I- DWG. NUMBER p 6" FIRE HYDRANT ASSEMBLY W-10

14 2' 6" CARSON BOX WI METAL LID TRACER WIRE TERMINATION BOX 2' DISTRICT (TYPICAL) WATER MAIN DISTRICT WATER MAIN F.H. W-8 F.H. W-8 BLOW-OFF W-6 BLOW-OFF W-6 AIR& VAC W-9, W-l 1 AIR & VAC W-9, W-ll METER & BACKFLOW OR R.P. DE CONCRETE CURB & GUTTER OR A.C. BE TYPE "A" INSTALLATION UNIMPROVED PARKWAY METER & BACKFLOW OR R.P. DEVICE CONCRETE CURB & / GUTTER OR A.C. BERM.-/ TYPE "8" INSTALLATION CONTIGUOUS SIDEWALK I?ACIi=1 <.!)?: "l on 1 \I).,. g, 'j Q l' Jr ]. :' 0 f l!' u: t :!; N.,. 2!eO " AP 4' x 4'x31/2" SIDE CONCRETE PAD A.C. WALK (TYPICAL) A.C. PAVEMENT PAVEMENT SIDE- WALK F.H. W-8 BLOW-OFF W-6 AIR & VAC W-9, W-11 METER & BACKFLOW OR R.P. DEVICE CONCRETE CURB & GUTTER OR A.C. BERM TYPE "C" INSTALLATION NON-CONTIGUOUS SIDEWALK Date By 2' DISTRICT WATER MAIN----. A.C. PAVEMENT wi ZI I I 01 u... 0a:1 1-1 djl F.H. W-8 3' BLOW-OFF W-6 «:2: I AIR& VAC wi W-9, W-ll I I METER & I BACKFLOW NOTE: FIELD CONDITIONS MAY REQUIRE ADJUSTMENT IN APPURTENANCE LOCATIONS (SUBJECT TO VCMWD APPROVAL) I OR R.P. DEVICE 4' I.... I EASEMENT ROAD TYPE "D" INSTALLATION UNIMPROVED AREA VALLEY CENTER MUNICIPAL WATER DISTRICT STANDARD DRAWING I 1 I I I I 4 NOT TO SCALE DWG. NUMBER TYPICAL INSTALLATION FOR WATER MAIN APPURTENANCES W-15 p

26 Ex. Road Surface 2' Min Storm Drain Pipe 2' Min Pipe Spring Line Stabilized Sand 100-E-100 per Section of the Green Book, Latest Edition ';/; Varies Proposed g/j PVC Pipe Spring Line. _. _._. _._. _. _. _._. _. _. _.J.,, Bedding 7 NOTE: STABILIZED SAND TO BE INSTALLED AT ALL STORM DRAIN CROSSINGS AS SHOWN. ALL OTHER BACKFILL MATERIAL TO BE INSTALLED PER SPECIFICATOINS. 7f Bottom of Trench Not to Scale TYPICAL STORM DRAIN CROSSING BACKFILL IL u U IL l a.....

SEPARATION AND CONSTRUCTION REQUIREMENTS FOR SEWER AND WATER LINES (PARALLEL)

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