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Home My WebLink AboutFMC Anderson Creek_approved site plan (13)CIS BRASS MARKER PLATE MARKED PLATE H 3 Qw N WITH ANCHOR w LJ NOTES: n N 3/4" CHAMFER AT LAYING J 1' FROM EDGE OF ROW a C3 rn Lj ? 1. INSTALL METER AT R/W EA. CORNER 2 "TWO (2) -3/4" SERVICE LINES MUST BE INSTALLED a A z N V INSIDE A 2 SLEEVE. PLASTIC LID WITH CAST IRON •� r, CONDITIONS DESCRIPTION PROJECT USE CL in M LID IN CENTER 3. "TWO (2) -1" SERVICE LINES MUST BE INSTALLED CAST THE LETTERS "MV" IN INSIDE A 3" SLEEVE." °f ONE FACE OF THE CONCRETE 4 #3 BARS R/W 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. MARKER AND ORIENT TOWARD 1' �- o THE ROADWAY 5. SEE DETAIL FOR SERVICE MATERIAL AND METER 9' 6' SETTING •�" j\ \// 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE TOP pF LL \\ \// OF DITCHES. METER v ROTATE MARKER TO OTHER END /\ \ \\ \/ FLAT BOTTOM UNDISTURBED NOT USED. 2" inch Cate vale c w FOR BLOW —OFF / \\ \ \/ Required on EARTH TRENCH, LOOSE BACKFILL Customer side Within 12 inches of Q VALVE N0. \\ \j/ 2" X 18` the Meter Box tO 8 120 \\ \/ B S NIPPLE 2" PVC SLEEVE W 314" CARRIER FROM STREET - n 0 4" SO- PRECAST CONC. 25 FT. / / / / / / / / / / _ / POST (4000 P.S.I.) 0 TYPE 1 PLATE WITH VALVE NUMBER, DIRECTIONAL ARROW- POINTED • . -� NOTES: TO MARKED VALVE & DISTANCE STREET :; TO THE NEAREST FOOT. METER SETTER SEALS PAINT MARKER BLUE AFTER INSTALLATION CENTERED P.R.V. Location down stream of the oat -off valve \\ \i WATERMAIN IN Box BRICK SUPPORT NOT USED. + +�Q4�' FLAT BOTTOMED UNDISTURBED EARTH �f a ttl R •, TYPICAL VALVE MARKER DETAIL W >1 \/ TRENCH. BACKFILL LIGHTLY I I 1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED . No SCALE j /\\ \ \/ CONSOLIDATED TO CENTERLINE 12" MIN SINGLE 3/4" SERVICES 2• INCLUDE STONE IN PRICE of METER Box. �F OF PIPE. 3. METER SETTER SIZE AS NOTED ON PLANS. 's SEAL IX R W 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. p26466 FINISHED GRADE - z TYPE 2 M R r TYPICAL 2" METER SETTER INSTALLATION DETAIL W � � � H- ° NO SCALE ��• 2" INSTALLED 3' OFF w z j $ ••,� �� "• y PROPERTY LINE 4 4 a r� BACKFILL TO EDGE 0 _j �Y i Q ° n PIPE BEDDED IN 4" MININUM ALL DUCTILE CL JOB EXCAVATED MATERIAL. IRON GRAVITY -III I I- IIII - I- III -I I� �' SEWER LINE. BACKFILL LIGHTLY CONSOLIDATED I � III III III- i � i \� � TO TOP OF PIPE. TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL W I IT REVISIONS \ // NO SCALE I2 BUILDING PRECAST CONCRETE WALL ---� - PROTECTION RING - . z TYPE 3 18 aw I N ° ALL PVC WATER + + + + + /SAP GE PIPE BEDDED IN SAND, GRANULAR LINE AND PVC * + + + + + + + + ++ �/ MAT + ERIAL OR GRADED GRAVEL TO FORCE MAIN. + + + + + /\ \ + + + + _ CLEAR THE DEPTH OF 1/8 PIPE DIAMETER, + + + ++ + + ++ 301„ MIN. JOB EXCAVATED MATERIAL + + + + COMPACTED TO 4" ABOVE TOP OF PIPE. + +++ +'+ 3r UTILITY PIT ELEV. (APPROX. 95% STANDARD PROCTOR, * + + + + + + + + + + o AASHTO T -99 + + ++ + + ++ + + + ) + + + + + + + + + + + + ++ + + +t + + + + + ++ p + + + + + + + + + ++ 171/2" + + + + + +t+ + + + + + + ++ O x, i TYPE 4 + +t ++ + + ++ + + ++ a VALVE OPERATOR NUT + + + + + t + t + + + + + + w q VALVE 80X + + + + + + + t + + Z a w + + + + + + + t + + a as + + + + + + + + + WITH BITUMINOUS COATING. \\ \/i PIPE BEDDED TO ITS CENTERLINE ALL PVC GRAVITY d- FOOTING n \ , , {+ i IN COMPACTED GRANULAR MATERIAL SEWER LINE. " ~ a \ 4 1/2 "x7 1/2 STEEL /\ , \ HINGED ACCESS HATCH H \\ \i/ 4" MIN. UNDER PIPE. COMPACTED A a as \\ '.+ + + + \j GRANULAR OR SAND MATERIAL TO PLAN o \ \\ + + O• .` \j 4 "ABOVE TOP OF PIPE. \\ . + + + ++ + . . .. \ \j (APPROX. 95% STANDARD PROCTOR, 403/4" CONSTRUCTION DOCUMENT TYPICAL VALVE BOX DETAIL.., W \i / \\ / \\ / \\ \\ / / \y / \\ \y\i AASHTO T -99) � go BEND � l NO SCALE 2 TYPE S D.I. PIPE CONCRETE V a - THRUST i'•`�'h TYPICAL LAYING CONDITIONS DETAIL W BLOCKING 1--•I IXISTING AS NOTED ON PLANS PROVIDE VERTICAL NO SCALE 7 j BENDS AS NECESSARY .'.? ROAD 1 18 ASS PLASTIC TO INSTALL WATER �V ROAD SHOULDER LINE UNDER FOOTING. Innin-i NOTES: CONCRETE SHALL 3,0 PSI MIN. STANDARD FIRE SERVICE INSTALLATION AT BUILDING ? BACKFILL AS 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT 27 3ra� INDICATED FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE NOT TO SCALE 1 \ 'd- z a SHAPE MORE EASILY FORMED WITH THE WIDEST N v M 4 PART (BLOCKING AREA)) AGAINST UNDISTURBED SOIL. ELEVATION A ELEVATIONOg 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. O 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED WITH 10 MIL. POLYETHYLENE PRIOR TO POURING NEW WATER LINE SERVICE LINE TO 45' BEND 5. VOLUME BLOCKING. THRUST BLOCKING SHALL BE AS SHOWN X TYPICAL METER BOX DETAIL FOR 2" SERVICE W O CORPORATION METER CONNECTION ON THE THRUST BLOCKING SCHEDULE. SERVICE SADDLE — A.Y. MCDONALD COCK —A.Y. MCDONALD No SCALE j 9 STYLE HINGED 3891 FOR 3y4" DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE Z SERVICE SADDLE — A.Y. MONALD FEBCO MODEL 856 OR APPROVED EQUAL. ALL TRENCH WIDTH \ HEATED FIBERGLASS ENCLOSURE, WATER MAIN BACKFLOW PREVENTERS SHALL BE AS LISTED ELECT. SERVICE INSTALL E PER MANUFACTURER'S AS APPROVED BY HCPU. O 0 PIPE O.D. + 18" FOR PIPES UNDER 33" O.D. REC ?uIREMENTS. WATER VALVE �1l NOTE: PIPE O.D. + 24" FOR PIPES OVER 33" O.D. 6" MIN. ELECT.FCONTRACTOR CIO ^Wl O _ RPZ WITH SIAMESE CONNECTION ('� �✓ 1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, 45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN MAKING A COMPLETE SERVICE CONNECTION. •t—i 2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS) REDUCED PRESSURE DRAIN SIZE SHOULD BE HALF THE ° A A DIAMETER OF THE ASSEMBLY SIZE b�! ASSEMBLY OR 4" MIN. �-i 3. ALL BRASS FIRINGS SHALL BE COMPRESSION TYPE BALL BALL • V 0 6 ' MIN. VALVE VALVE r-•'1 rininall TYPICAL WATER SERVICE CONNECTION A A° ° X WAFER VALVE wires BALL DRIP Q USING TAPPING SADDLE DETAIL W HYDRANT TEE SIAMESE CONNECTION WITH STANDARD NO SCALE I3 MIN.1 /3 C.Y. AT 3000 P.S.I. THREADS, PR RUDE 5" REQUIREMENTS CONNECTION PLAN TEES TOP VIEW RPZ AND FIRE HYDRANT ^ PLAN BENDS �so° MAX. EXISTING WATER MAIN 18" MIN. 12" MIN. O.S.& E RISING STEM U l O lt5 I I SIAMESE CONNECTION a" v l D.D.C.(U -32) V -1 I- w -rT - - I i IIII -III III O rr n PLUG - CONNECTED PIPE HEATER CABLE ! -1 - �� --.� ��T • t^� TAPPING SLEEVE SHALL BE ROMAC BRAND 18 MIN. — 10 O OR LESS - - POST ALV NDICAroR — 24" MIN. - 12' SEE SPECIFICATION , BY G.C.) III= -1 VALVE a x MODEL SST MANUFACTURED WITH 316 O OR LESS — 4" THICK CONCRETE O STAINLESS STEEL. PROVIDE SLEEVE FOR RISERS VALVE BOX ! 3000 PSI REVIEWED BY JFC THROUGH CONCRETE SLAB - TAPPING VALVE PIPE 90' BEND 45' BEND 221/2' BEND 11/4' BEND -TEE PLUG THRUST BLOCKING - _ � I RODDING � DATE : v2814 WITH VALVE BOX SIZE A -. II' 8" I 9 10" iL p RISERS SHALL BE RIGID PIPE, COPPER OR BRASS - j 6" 6 I PROJECT NUMBER: 13 -005 B A B C 4" $ 12" 8' 8 6" B A 6 _ — 16" COUNTY HARNETT 6 10" 12" 8" 10" 8" 8. 8" B" 10" 10" 12" 18" NOTES: a zoNBac: Comm NEW WATER MAIN - - -�, WATER VALVE 8" 15" 13" 10" 10" 8" 8 8" 1 8" 10" 12" 12" 24" LOCATtoN: US HWY 87S -- -- _11_46 -- _o.___ - -- - + _ _ -� - 1. REDUCED PRESSURE ASSEMBLY SHALL BE FEBCO FLANGE 10 16" 10" 12" 6" 1 6• 10 11" 14" 14" 25" MODEL 825Y OR APPROVED EQUAL. ALL BACKFLOw WATER MAIN _L_ — —_ __ J — TOWNSHIP BARBEQUE 12" 20" 16" 12" 14" 8" 12" 8" 12 14" 16" 16" 30" PREVENTERS SHALL BE AS APPROVED BY HCPU. SIDE VIEW RPZ WITH VARIABLE ENDINGS - — -- 14" 22 18" 14" 16" 10' 14" 10" 14' 16" WATER DETAILS 16" 26 _- — - — 2. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOTE: 20" 16" 18" 12' 16" 12" 16 18 20" 20" 36" OF BACKFLOW PREVENTER, VALVES, ENCLOSURE, ETC. ELECTRICAL AND /OR FIRE PROTECTION CONTRACTOR SHALL PROVIDE TAMPER SWITCH 3. HEATER AND POWER CORD 0Y G-C.., SEE SPECIFICATIONS EQUIPMENT AS REQUIRED BY HCPU AND/OR FIRE MARSHAL. TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL W TYPICAL THRUST BLOCK DETA INSTALL PER MANUFACTURE: INSTRUCTIONS. �� O� IL W No SCALE 5 No SCALE 2" REDUCED PRESSURE ASSEMBLY (ABOVE GROUND) 6" DOUBLE CHECK DETECTOR ASSEMBLY NOT TO SCALE NOT TO SCALE JANUARY 2014