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Home My WebLink AboutSW3240602_Plansheet - Proposed Drainage Area_20241023 NOTE: A 27" DIAMETER PRE-CAST RING SHALL BE PLACED 8 3/4" - AROUND EACH VALVE BOX. 7 3/8„ CONCRETE PAD 7 112" 1/4" CONCRETE RING GROUND LEVEL a, 1 1/2" 44 Q N N ai 2 1/2„ 7 1/4 I i I I—I I — — — d— =I Lu z N O 4„ + 5/16" 1 4„ —I I 1-1 —1 I 1-1 I — _ b. A° �: o m 2" U ~ o 3/8„ 1/4„ 1 1/2" 5/8,, VALVE Box TERMINATE 1' BELOW VALVE BOX co cz 6 1/4" - 5„ 5 112" GROUND LEVEL � N � 2" GALVANIZED y r" 6 3/4 - 6" PVC PIPE 2 COUPLING PIPE 2' LONG 2 LUGS 3/8" x 1/4" 151/2" 11/2 14 GAUGE STRANDED VALVE BOX 101/4' 1"' BLUE COATED COPPER 7/16" TRACER WIRE 6" PVC PIPE RESTING ON BRICK CA 7" 0 ° . O FEssi 7i WATER 14 GAUGE STRANDED BLUE COATED a m' 2 •�o °tip• , COPPER TRACER WIRE } 2' GALVANIZED PIPE 4d = SEAL ' J l � „ 2" WATER MAIN - _ o J — 04550 _ 3 LONG 2 90 BEND — .•� 7 1/2" 2" GATE VALVE LE I MECHANICAL JOINT III F TOP BOTTOM COVER CONCRETE BLOCKING ::rl , 1: � PLP (SCREW TYPE) STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY, N.C. VALVE BOX DATE: UNION COUNTY, N.C. VALVE BOX NSTALLATUN DATE:E: AUNION COUNTY, N.C. 21' BLOW - OFF DATE: ow wo 11-17-06 10-4-11 10-4-11 0 0 PAINT COLORS GENERAL NOTES: z z 1) SEE DETAIL 6A FOR METER BOX LID BODY...................FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED 2) BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE Q Q BONNET...............HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766 AND VALVE BOX BEFORE METER WILL BE SET. z z CAPS....................HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766 COPPER 3) METER AND ERT BY UNION COUNTY @ PREVAILING RATE oo wo SERVICE TUBING HYDRANTS TO BE SET AT 14 GAUGE STRANDED BLUE o 0 BURY LINE- EDGE OF R/W AT PROPERTY COATED COPPER TRACER WIRE o 0 TO BE SET AT co w CORNERS EXIST. GRADE u, CONNECTOR LEVEL ELECTRONIC RADIO o 0 V ALVE BOX BY c o 0 TRANSMITTER m 0 BUILDER/PROPERTY OWNER - Q a a m � g CORPORATION t� - w JI I Q N N o N o 6" MECHANICAL JOINT APPROVED SERVICE HARDWARE 14 GAUGE STRANDED 6" DUCTILE IRON GATE VALVE BLUE COATED COPPER o N BURY MUELLER FORD TRACER WIRE $" to 10" � I I L LEADER WITH 2"PVC H-13420 S70 ANGLE VALVE / I MEGALUGS 14 GA. STANDARD BLUE COATED SADDLE UP TO 8" SEE NOTE FC 101 (WITH LOCK WINGS) / I I BALL CORPORATION B-25008 FB1000G EXPANSION I I COPPER TRACER WIRE YOKE H-5020 Y 502 / CONNECTOR � ANGLE BALL VALVE B-24273 BA94-323WG AMR METER SADDLE CHECK VALVE H-14247-A HHS91-323 11/2 I I NO. 67 p p CONNECTORS COPPER STYLE 110 GRIP JOINT CLEARANCE W m WASHED MECHANICAL JOINT EXPANSION CONNECTION EC 23 - - -- -- tl T tl STONE p p "LOCKED" I- p (j ui — — ———_ HYDRANT TEE J ~ (3) _ = O O NOTE: NOTE: STRAPS TO BE STAINLESS STEEL ROMAC 101N SHALL REPLACE MUELLER FOR PIPE CHECK VALVE VALVE BY BUILDER/PROPERTY z J C.)A MINIMUM OF 6" OF CONCRETE DIAMETER UP TO 8" OWNER CID 18" x 18" x 6" WILL BE PLACED UNDER THE BASE TUBING CONNECTOR YOKE W N SMITH GLAIR 317, FORD FC 202 OR ROMAC 202N SHALL BRASS NIPPLE BY U Q Q BUILDER/PROPERTY OWNER � > REPLACE MUELLER FOR PIPE DIA. 12" AND UP Ur Q � z STANDARD DETAIL STANDARD DETAIL z z J J UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE: LLJ Q N.T.S. N.T,S. 3 N.T.S. UNION COUNTY, N.C. FIRE HYDRANT N S T A A T I O N 1-2-14 DATE: UNION COUNTY, N.C. SERVICE CONNECTON 10 4T 11 UNION COUNTY, N.c. METER INSTALLATION FOR % AND 1 METERS z 6izozo LL Q � o � � z w >.. mog TOP VIEW BOTTOM VIEW SIDE VIEW CONCRETE PAD CONCRETE PAD V W 0 z I— c _ 10.125" REBAR X'S 2 ---� I---1.625" — d. VALVE BOX VALVE BOX WATER o0 15.50" 15.25" I I 6" PVC PIPE 6" PVC PIPE m uj uj Inn rI I Lu m o I I HYDRANT TEE — Q N a �2,00" THRU 10.00" � DEPTH .42" 14 GAUGE STRANDED BLUE I 14 GAUGE STRANDED BLUE I � � N �4,125 SENSES H❑LE COATED COPPER TRACER WIRE 2" CAST IRON HARCO ADAPTOR COATED COPPER TRACER WIRE 2" CAST IRON HARCO ADAPTOR Q N RECESS SIDE WIDTH VIEW � 0 r O O O �-- z a I- 9.625" - �� ; 0 0 8" OR 6" WATERMAIN� 2" PVC 8" OR 6" WATERMAIN� 2" PVC z (54 LF DIP RESTRAINT) /2' F 2" BRASS NIPPLE �2" THREADED VALVE (54 LF DIP RESTRAINT) /2' F 2" BRASS NIPPLE \_2" THREADED VALVE p O 6X2 MJ PLUG 6X2 MJ PLUG _ V) UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL m Q SCALE: SCALE: SCALE: o UNION COUNTY, N.C. METER BOX LID FOR 4"" AND 1"" METERS DATE: 6 AUNION COUNTY, N.C. 8 ' ' OR 6 " X2 ' ' R E D U I E R DATE: UNION COUNTY, N.C. HYDRANT TEE X2 " REDUCER DATE: ��-, 7 A 02/06/20 10-4-11 10-4-11 0 2 TOWN OF WINGATE Sheet PUBLIC ROADWAY,DRAINAGE,WATER,&SEWER APPROVED: SIGNATURE: C-6. 6 Anti-seep collars may be constructed with class B concrete or compacted clay. The compacted clay shall have a specific discharge of 1 X 10-5cm/sec or less. The following specifications apply to class B concrete: z Z METER & � a. Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0 CONNECTOR LINE oo EXISTING WATERMAIN RPZ SLEEVE LONG PATTERN w o a) b. Minimum cement content, sacks per cubic yard with angular Course aggregate 5.5 Ln I TAPPING PLUG U Q co N z c. Maximum water-cement ratio gallons per sack 6.8 zo � N c EXISTING EXISTING Q) U <r WATER MAIN WATER MAIN _ CIO Q) VALVE z _ RESTRAINT VALVE d. Slump range 2" to 4" 0Z e. Minimum strength - 28 day psi 2,500 m - U LZII m oo THRUST BLO KING y U �- o cz RESTRAINT JOINT r - - ---------- -- -� w (¢ THRUST BLOCKING DIP PIPE FROM VALVE cl : I I I cl I J � o c TO 54' PAST CASING I I TAPPING SLEEVE L ----- --------- - J N & VALVE TAPPING SLEEVE _ & VALVE 54' �i��i ��i� EXISTING VALVE �' '7' S'' S4 LF RESTRAINT JT. %/ \ \� CONCRETE OR LENGTH OF STUB ENCASEMENT 18INCHES UTILITY LINE / `�\`/ COMPACTED CLAY VARIES (SEE NOTE 7) NEW WATERMAIN DIP — (DIAMETER VARIES) 12 INCHES a � CD CD 0 o DIP WATER MAIN \\� CA ENCASEMENT /\\/ \/ ��'( ............ 12 INCHES //�`// ` `/ GENERAL NOTES: OPTION "A" OPTION "B" _ :a 9�•. (1) INSTALL CONNECTOR LINE FROM EXISTING BLOW OFF ASSEMBLY TO NEW = SEAL = TIE IN - DUCTILE IRON DETAIL TIE IN - DI, RESTRAINT JOINT DETAIL TRRENCHENCH WIDTH 04550 IDTH MAIN FOR FILLING, TESTING AND STERILIZING NEW MAIN. _ - 6 INCHES 6 INCHES (2) CONNECTOR LINE TO BE ASSEMBLED WITH RPZ AND METER BY CONTRACTOR 61NCHES TRENCH WIDTH 6INCHES AND TO BE OPERATED AND INDEPENDENT OF EXISTING MAIN. .. N 0 T TO EXCEED 40 FEET (3) BLOCKING ON EXISTING LINE NOT TO BE DISTURBED. tiFwJ (4) FINAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOTAL '��/��Iljjjjl\\�j, SECTION PROJECT IS ACCEPTED BY UNION COUNTY PUBLIC WORKS, NOTE: PLAN (5) VALVES ON EXISTING SYSTEM TO BE OPERATED BY UCPW FORCES ONLY. OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON (6) ONLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED AND THE NEW CONSTRUCTION UNTIL TESTING AND DISINFECTION IS COMPLETE. (7) 6" OR 8" DIAMETER PIPE= 40 LF OF STUB, 12" OR 16" DIAMETER PIPE= 72 LF OF STUB w w STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: o 0 UNION COUNTY PUBLIC WORKS DEPARTMENT UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: SCALE: N.T.S. 0 o UNION COUNTY, N.C. TAPRNG SLEEVE DATE: UNION COUNTY, N.C. ANT � — SEEP COLLAR DETNL DA E: UNION COUNTY, N.C. JUMPER CONNEIT � ON DATE: 25 o 0 11-17-06 11-17-06 9-2-10 z z — o a SANITARY SEWER MAINS WATER MAIN CR❑SSING NOTE: ON 1 H— % SLOPE � COTFAGES @ WINGALT€: z z UNDER STORM DRAIN DETAIL 1, MAXIMUM GROUND SLOPE OF 5' TO 1' IN ANY WAT=R & SEWERLEAILJT ONLY APPLICABLE IF DIRECTION INSIDE WATER/SEWER EASEMENTS, o 0 MAXIMUM DEPTH OF BURY 2, SLOPE GREATER THAN 5' TO 1' MUST HAVE RIACEMENil CIAKII-IL:8,I JUA FOR WATER MAIN IS LESS PRIOR APPROVAL FROM UNION COUNTY PUBLIC o 0 THAN 6' AT CR❑SSING, WORKS, CL U-i U_j 4F NANHL1� ti4�TF� htiFTFRS*firma GHt 11 11 inW W aA EE WITVI rY JZ' rAN ANI>14"WAK :co o 0 FINISHED GRADE ;; WWtIF co — trA, Etr�iCiFx oTrD ,aCONNEprii 751DF PROPOSED 6,0 DEPTH (MAX,) 5 ; SETRACl r�IBPCE N N GRADE r� I eo x i ' FAIN No N 3.0' COVER (MIN.) 1� r i 14' � ;la'y,;. .;• _�.; � o N o STORM DRAIN NNDLEO �` D I o 0 N 45 DEGREE 45 DEGREE ` "'' ' - _3raeilexnaw sraw& (L" —4- BENDS BENDS }e&W L!U'TL11 [& IF1L 11A ICrCCT�r. JIM 12' (MIN.) I VARIABLE R/W ur�alsavr�err � ' I C �� 54' RESTRAINT J❑INT DIP iL O F�F� r�171F F$D/uR C�5 �I C]i 1L'UFFSEI- '"��'�' � � 54 RESTRAINT JOINT DIP - VARIM +-a Ar�rrr•a:�II �rstx r�:Ir Uj WATER MAIN WATER ❑R ME-pF i:L7� LU RESTRAINT RESTRAINT E w JOINT DIP I -I JOINT DIP SEWER MAIN ALL PI AVD BENDS 5IJALL BE WUOTILE IRON 20' RESTRAINT J❑INT DIP �i�"ilFi'�" IiI ii__ °��_�. CL z J CP Lry P171W ' W N QLL � U .3-FLKJI SIMP Q .,� 4 z z STANDARD DETAIL STANDARD DETAIL VAraFrG U Q UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY, N.C. WATER MAIN UNDER STORM DRAIN CROSSING31 MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT32 �v E wI HAMIMi.M11I" LL U N.T.S. UNION COUNTY, N.C. N.T.S. f�''� z DATE: 5:� SLOPE DATE: F��ucm• r`a 5a.e rAarrtpa imuay caner n3rrtg fin 19=z7lopa r[�q 47E-33 rh ` O 08-31-16 03/02/18 ® 1 1/4' RAISED LETTERING 1 1/4' RAISED LETTERING V = __J v z (RECESSED FLUSH) (RECESSED FLUSH) v w (2) CAM LOCKS z O (2) 1' (25mm) O U p�� SEE DETAIL ^L O`\ LUU V?- DIA, HOLES \O� V J.A I_ �� I T4�,y 0 M o O 1 1/2' M N �co (`� O 138mm] O I ( O P (4) 1" (25mm) DIA I (4) 1' (25mm) DIA \f" HOLES ON 29 3/4' HOLES ON 29 3/4 O S�I /C� �O J ® (756mm) BOLT CIRCLE. (756MM) BOLT CIRCLE, -c IN 1, sA �SA4 P ER� F ACE PER %� (2) CLOSED PICKHOLES (2) CAM LOCKS 1/2' 1/2' 3/4' (19mm) LETTERS E13mm] ® BOTTOM VIEW 113mm] ® (RECESSED FLUSH) BOTTOM VIEW 3/4' (19mm) LETTERS 7 In (RECESSED FLUSH) 2' - 1 1/4" m w NOTE: UTILIZE STANDARD MANHOLE COVER FOR SANITARY SEWER o m 1' - 11 3/4" NOTE: UTILIZE STANDARD MANHOLE COVER FOR SANITARY SEWER 1' - 11 1/2" Y = 2' - 1 1/4" 5/8'-I1 x 3 1/4' LG 1 1/2 = o 1' 11 " SS PENT BOLT (2 REQ'D) - J 1' - 11 112 1/2" 1 7/8' 5/8' ss 1' - 5 1/4"— 1 1/2" C48mm] FLAT WASHER 1" MIN. 5/8' RUBBER WASHER 2 1/8" 4 1/2" 1' 10 1/4" 4 3 4'j Q 1„ 2 3/4" T I 4 3/8„ 2' - 0 1/2" 1 � Q) NOTES: 2 1/8" 13 3/4" 7 1/2" 1eo' 4 3/8" 1/2" Q o CL q LO 3" 4 3/4" Csmm1 2' - 9 1/4" Q Z N 1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED. 1' 10 1/4" + 1 s/e' SS (U.S. FOUNDRY - 669, VULCAN - 1384 OR EQUAL) }' , o 2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. L FLAT WASHER L 2' - O 1/2" NYLBOCK NUT BRASS LOCK LUG (SHORT) 3. PROVIDE TWO VENT HOLES IN COVER, 1" DIA. TAPERED TO 1-1/8" ON 4 3/8" 1/2' <2 REQ'D) NOTES: J REVERSE SIDE. 4 3/8" 5/8' HEX ZN C6mm] 1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED. o 0 4. MINIMUM WEIGHTS: COVER - 120 LBS. RING - 190 LBS. 2' - 9 1/4" JAM NUT 2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. 5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PICKHOLES INTO MANHOLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM. (U.S. FOUNDRY - 669, VULCAN - 1384 OR EQUAL) DETAIL 4. MINIMUM WEIGHTS: COVER - 95 LBS. RING - 190 LBS. z HILTI BRAND OR APPROVED EQUAL. 5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED p O INTO MANHOLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM. HILTI BRAND OR APPROVED EQUAL. co STANDARD DETAIL STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT c� UNION COUNTY, N.C. RNG & COVER DATE: UNION COUNTY, N.C. RING & COVER FOR SEALED MANHOLES DATE 9Am m 9-9-11 9-25-12 TOWN OF WINGATE PUBLIC ROADWAY,DRAINAGE,WATER,&SEWER Sheet APPROVED: SIGNATURE: C-6. 7 GRAVITY SEWER - BEDDING DETAIL ® 1 1/4' RAISED LETTERING (RECESSED FLUSH) (2) CAM LOCKS B„ 1, B„ SEE DETAIL � C 0 UNT NOTES: w x CAREFULLY COMPACTED `\� rACID a SELECT BACK FILL 1 FT. J �P�ITq'Q/- o FOR PVC -- USE SDR 35 FOR 10 FT, OR LESS. ABOVE TOP OF PIPE U Q C4 N z /� C38mml • (4) 1' (25mm) DIA U 2'� USE SDR 26 FOR 10 FT. OR MORE. MA ��/ , � 0 p HOLES ❑N 29 3/4' LLJ � z N o / �. USE DUCTILE IRON - IF UNDER 3 FT. DEEP 2� c7s6mm) BOLT CIRCLE, W #67 STONE OR OVER 18 FT, DEEP. SpgCE pER�� O J (2) CLOSED PICKHOLES Ch Q \�// )K NO STONES LARGER THAN # 67 STONE (2> CAM LOCKS o \/ ,\ /� 1/2' 3/4' (19mm) LETTERS LL N / AFI SHALL BE USED IN SELECT BCKLL C13mm] ® (RECESSED FLUSH) BOTTOM VIEW 4" CLASS C 2' 11/4" 1' - 11 3/4" CONCRETE 4' 1/2 OF STONE 1' - 11 1/2" 1 1/2" PIPE DIA. 5/8'-11 X 3 1/4' LG SS PENT BOLT (2 REQ'D) 1 7/8' 5/8' SS TAMP IN 148mm] FLAT WASHER 1" MIN. 1 7 1/2" I I I I I I t 8" 1' 8" 6"-12" LIFTS 5/8' RUBBER WASHER 2 1/8 4 3 4' CLASS A CLASS B �2' - 01/2"� Ess; 'ti�', PVC C900 w CAREFULLY COMPACTED 4 3/8" 4 3/8 SDR 18 (200 PSI) SELECT BACK FILL 1 FT. .180, - �� SEAL �<OR ABOVE TOP OF PIPE 15mm] 2' - 9 1/4" - - 5 (U.S. FOUNDRY - 669, VULCAN - 1384 OR EQUAL) DUCTILE IRON CLASS 350 5/8' HEX ZN FLAT WASHER = 045509 - NOTES: NOTE: WITH PROTECTED 401 LINE -11=11 (2 REQ'D) NOTES: HAND TAMP NYLOCK NUT BRASS LOCK LUG (SHORT) I-II I-I 11= EARTH ALL CONCRETE = 3000 PSI ALL PIPE UP TO 18' DEEP SHALL .11=III=1� 5/8' HEX ZN C6mml 1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED. ALL STONE = N.C.D.O.T. NO. 67 BE BEDDED AS CLASS B BEDDING, 11III=III=III=III=III=111=111-111-1I III=III=III= JAM NUT % FULLY ENCASED. —1=III=III=III=III=III=III=III=III=III=1�11 2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER. I.III.III=III-III-III=III=III=III-III-III-III-III- CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PICKHOLES 2'-4 DETAIL 4. MINIMUM WEIGHTS: COVER - 95 LBS. RING - 190 LBS. 5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED FORCE MAIN INTO MANHOLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM. HILTI BRAND OR APPROVED EQUAL. Lid w STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: PIPE BEDDING DATE: 8 DATE: DATE: 9A 0 0 UNION COUNTY, N.C. UNION COUNTY, N.C. SEWER BEDD UNION COUNTY, N.C. R N G & C 0 VER FOR SEALED MANHOLES 11-17-06 12-16-13 9-25-12 o a 5" SCH 40 STEEL PIPE NOTES: ESMT/R/W LINE WITH EPDXY COATING z z -- 4" CLEAN OUT EXTENSION o a TO BE LOWERED AFTER Q THREE COURSES OF 9578RUS BELOW GRADE ABOVE GRADE 1. THE CLEAN-OUT SHALL BE ADJUSTED TO GRADE 9578 BELOW GRADE -9373 PRIMER � zo'JOINT D.I.P.OR D.I.P. CONNECTION TO BUILDING PLUMBING 24" GRADE RINGS MAXIMUM 20' JT D.I.P. °tiF TO UNDISTURBED GROUND. AND THE POST REMOVED BY THE PLUMBER UPON z z 4"MIN. CONNECTION TO THE TAP. 4"x4"x8' (MIN) POST TO BE �: �: \ 60° jP: 1y': ' L 2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONEREMOVED AFTER CONNECTION o 0 PIECE 4" SCH. 40 COMBINATION WYE TO MINIMIZE 1/4"MESH SCREEN 24" CONCRETE TO BUILDING PLUMBING I I MIN 18" MAX. MASONRY TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN PROTECTOR o 0 (SEE NOTE 1) PROTECTIVE 5" N_ LATERAL FROM THE 4" STUB OUT. I I o 0 RING FINISHED GRADE Lu w WALL WITH 3. ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1 I I � co "' TIES ON STRAIGHT WALL OF M.H. OR OPTION 2, SHALL BE INSPECTED AND APPROVED / / / / /\/� Lu TO BE LOCATED OVER rr rr EVERY 12" //\//\//\/ �`\ \\/\\/ U) p p WIDEST SHELF o STAINLESS STEEL STRAPILI BY UNION COUNTY PLUMBING INSPECTOR UNDER A \ \'\\ `/ • STRAIGHT WALL OF M.H. 1/4" x 2"STAINLESS STEEL STAPS .' VARIES N o ON D.I.P.DROPS 4•MAX. VALID PLUMBING PERMIT. CL SPACING. 4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS ' Q TO BE LOCATED OVER INLET 2' - 0" O.C.FROM BASE 2„ 4" PVC FEMALE m cn 2- 3/4" x 3" S.S. ANCHOR o00 00 0 o PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR W/SHC. 3.0' BOLTS PER STRAP 000a000 0 0 0o WITH FITTINGS IF ADEQUATE GRADE EXISTS. MIN N N 5' - 0" FOR PIPES � � '� 0�00 5 BE 40 PLUG � N N OVER 18" _ D.I.P.BEND oo°oo°°o 000 000 . LATERAL CONNECTIONS TO MANHOLES MUST o �n ,. o000°oo90 0 0o p N o 4' - 0" FOR PIPES o w o'�o og o 0 18" SMALLER ,, '. o0 0 0°�000�( o . °° o00 0 ,••, ` ••o CORED AND BOOT INSTALLED. 4" SCH. 40 PVC 2' x2' x2' ��oo°o° o 8 CONCRETE ANCHOR .' o 00 000 0 00o� o 000¢ o0 o OPTIONAL 4" SCH. 40 COMBINATION o�° o° °a oaf° $oo ��0000 o 0 0 4" SCH. 40 - 1/8 BEND _ PRECAST INVERTS ONLY °Ooo°ag° � 0000+�oS000 0 00 00 o WYE TO BE INSTALLED �— — — — o°000000�30o SOLVENT WELD CONNECTION (TYP) ,' — — I BY BUILDER'S PLUMBER.�-r r _ TO BUILDING #67 STONE 4" SCH. 40 PVC NIPPLE. IF BY GRADE EXISTS BY PLUMBER OPTION'A' OPTION'B' LENGTH VARIES DEPENDING ON TO BUILDING'S FLOOR OPTION 2 DEPTH OF SEWER MAIN TO ELEVATION (SEE NOTE 2) TO BUILDING (SEE NOTE 3) 00 GENERAL NOTES: BY PLUMBER u MINIMIZE ADDITIONAL BENDS. uj m' (1) 1 ROLL OF MASTIC AND A 6"EXTERNAL JOINT/SEAM WRAP INSTALLED ON EACH MANHOLE SECTION GENERAL NOTES: OPTION 1 4" SCH. 40 COMBINATION WYE (2) MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, BUT BEFORE BACKFILLING, THE MANHOLE SHALL BE VACUUM TESTED. (1) CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED I� I (SEE NOTE 3) (� ui ALL PIPES ENTERING THE MANHOLE SHALL BE PLUGGED AND BRACED.THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS. DISTANCE VARIES _ Q THE TESTING. A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL SDR 35 PVC 8x8x4 WYE BE STOPPED AND THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES. FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING. (21 THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL BE 1/4" PER FOOT. INSTALL ROTATED 45° FROM 4 FT.DIAMETER MANHOLE = 60 SECONDS (3)ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN O.D.OF PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. 1% MIN. SLOPE Z C Cn 5 FT. DIAMETER MANHOLE =75 SECONDS THE SPRING LINE 6 FT. DIAMETER MANHOLE =90 SECONDS OF STEEL AT 90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL REINFORCEING NOT REQUIRED FOR CORED OPENINGS. 12" 7 FT. DIAMETER MANHOLE = 105 SECONDS SPRING LINE (y (4) OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION. W LL,I � LLl 8 FT. DIAMETER MANHOLE = 120 SECONDS 450 4" SCH, 40 10 FT.DIAMETER MANHOLE = 150 SECONDS (5) MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE, GRAVITY SEWER MAIN PVC CAP ON LL > z UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED. 4" STUB OUT (SEE SPECIFICATIONS) z z J Q J STANDARD DETAIL STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: STANDARD DETAIL I— LLJ UNION COUNTY, N.C. M A H 0 E E DATE: UNION COUNTY10 , N.C. OUTSIDE DROP MANHOLE N.T.S. UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: �► DATE: BUNION COUNTY, N.C. SEWER LATERAL DATE: E- LL Q � 7-31-14 5-7-1210 2/19-14 0 U L z UNDISTURBED EARTH . DITCH L BANKS W m O (D V cn Q 12" L , Z ANCHORAGE SCHEDULEuj MAX 45 CONCRETE Q = O CONCRETE i. ' _ `° 11 1/49 BEND 22 1/22 BEND 452 BEND 902 BEND TEE TEST PRESSURE PIPE SIZE L H L H L H L H L H (P.S.I.) \% 6 1'3" 1'O" 2'3" 1'0" 2,6" 1'6" 2,9„ 1'6" 2'0" 1'6" 200 0 M 1'6" 1'3" 2'3" 1'6" 3'0" 1'6" 410" 1'6" 3'0" 1'6" 300 N\ 8„ T O„ �,6„ TO„ 2 O„ 3.9„ 2'3„ 4,6„ 2,6„ T6„ 2,3„ 300 DITCH BANKS ��UNDISTURBED 12" 2'6" 119" 4'0" 2'3" 4'3" 3'0" 510" 3'3" 4'0" 3'0" 200 EARTH 3'6" TO 5'3" 2'6" 6'0" 3'3" TO" 3'6" 5'0" 3'6" 300 PLAN 450 BENDS DITCH 14„ 3'0" 1'0" 4'0" 3'0" 4'6" 3'9" 610" 3'9" 4'6" 3'6" 200 4'0" 2'6" 5'3" 3'6" 6'0" 4'3" 5'6" 5'0" 5'0" 5'0" 300 CID f ALSO 900, 22 1120, 111120 BANKS 16„ 3'0" 2'9" 4'6" 3'6" 5'0" 4'6" 7'0" 4'3" 5'0" 4'0" 200 4'0" 3'0" 6'3" 3'9" 6'5" 5'3" 6'0" 5'3" 7'6" 4'0" 300 , PLAN TEE oui w � � z THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY = m DITCH BANK CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST U) o H CONCRETE SECURE VERTICAL BENDS BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY J _ OF SOIL VARIES. Q ui PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND DITCH BOTTOM PORTION OF PIPE BEING ANCHORED. 0Q) C) LO DITCH BOTTOM Q \ ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE. H/2 UNDISTURBED EARTH `i,�j� j MAXIMUM VERTICAL DEFLECTION SHALL BE 22 1/2°. o 0 MIN. 1 1/2 CU. YD UNDISTURBED EARTH OF CONCRETE JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR ELEVATION AT FITTINGS REPLACEMENT OF JOINTS. OL 0 VERTICAL BEND V) STANDARD DETAIL STANDARD DETAIL o Q UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: °wz UNION COUNTY, N.C. THRUST BLOCK DATE: 16 UNION COUNTY, N.C. THRUST BLOCK SPECIFICATIONS DATA Q) 11-17-06 11-17-06 0 co TOWN OF WINGATE Sheet PUBLIC ROADWAY,DRAINAGE,WATER,&SEWER APPROVED:SIGNATURE: C-6- 8