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Home My WebLink AboutSW6240106_Plansheet D-2 - Misc. Detail_20240516 PLAN CONCRETE BLOCKING w 4 t { w I-5Y4 ��OrO� WATER RESTRAINED EXISTING �a n po ! I MECHANICAL JOINT PIPE 1 -_ ; �I 1 '• 7'16 W f -7" /�- OF#3 REINFORCING BOX SHALL BE CENTERED OVER DEFORMED BAR AS SHOWN : s• . 2 tj7/iv�/,?Id VALVE / _� .• r PLUG _e > LID REINFORCED °" \ PRO --- 7 " / CONCRETE NEW DIP HYDRANT LEG 1 I I t RING rECTOR OR WATER MAIN UNDISTURem TAPPING VALVE MJ TAPPING EARTH �" SHADED PORTION OF I - RING IS EXPOSED � WITH VALVE BOX SLEEVE REMAINDER IS BURIED '`-8" m t ' PLAN COMPLETE BOX BOTTOM SECTION I . " • '•. • PROFILE GRouND( 10" CUT AWAY VIEW MINIMUM CONCRETE BLOCKING (C.Y.)--s "--� RESILIENT SEAT �•._ N.T.S. TNOMTNAL NC E: TEES k so*BEND 46'BEN6 BEND - 1]Y BEND MIN- TAPPING VALVE. TEST PLUG TrAMETT7z INCHES DEAD ENas' � 4 -TOP SECTION �-2" WITH VALVE BOX (TYP.) 4 0.1 0.1 0.1 0.7 0.1 • i - .. •_. iv - - '.I : 6 0.2 0.2 0.1 0.1 0.1 NOTES: RESTRAINED 1. CONCRETE PROTECTOR RING SHALL MECHANICAL JOINT = �r a 0.2 0.3 0.2 0.1 0.1 BE 3000 P.S.I.PRECAST REINFORCED VALVE BOX CONCRETE. 10 0:3 0:5 0:3• 0:2 0& --- DIMENSIONS IN INCHES .:k. LENGTH 12 0.4 0.60.5o.3 0.3 TOP BOTTOM 24"DIAMETER MIN. .; a 14 0.7 os 0.6 0.5 0.5 10 15 10 - 16 0.7 0.9 0.6 0.5 0.5 16 26 26 48 18 •os 1.2 a7 0.6 •a6 26 60 20 1.1 1:6 1.1 0.7 0.7 NOTES: 1.TAPPING SLEEVE SHALL BE FABRICATED OF 24 1.7 2.3 1.6 0.9 0.9 TYPE 304 S.S.AND PROVIDE A 3600 SEAL AROUND EXISTING PIPE WITH FULL d4ff� CIRCUMFERENTIAL GASKET. 1)ALL FITTINGS AND ACCESSORIES SHALL BE WRAPPED WITH 6 MIL POLYETHYLENE PRIOR TO POURING CONCRETE. 2)NO CONCRETE SHALL COVER ANY BOLTS OR NUTS. 3)POURED CONCRETE SHOULD BE ON THE DRY SIDE 4) CONCRETE SHALL BE 3000 PcS.I.MIN. 5) ALL FITTINGS SHAD.HAVE MEGA-LUGS*OR,GRIP RINGS'AND REVISED APPROPRIATE CONCRETE BLOCKING:UNLESS APPROVED OTHER WISE REVISED DATE DESCRIPTION REVISED - -REVISED DATE DESCRIPTION MOORE COUNTY PUBLIC WORKS VALVE BOX STD NO. DATE DESCRIPTION STD NO. DATE DESCRIPTION STD NO• MOORE COUNTY PUBLIC WORKS TAPPING SLEEVE& MOORE COUNTY PUBLIC WORKS CONCRETE PROTECTOR STD NO. MOORE COUNTY PUBLIC WORKS ENGINEERING.DIVISION STANDARD PW-5 ENGINEERING DIVISION VALVE ASSEMBLY PW_10 ENGINEERING DIVISION THRUST BLOCKING PW-20 ENGINEERING DIVISION RING PW-6 JAN 2015 JUNE 2017 - JUNE2017 AUG3017 - CONSTRUCTION SPECIFICATIONS: REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. m VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL inm REMAIN IN PLACE LESS THAN 30 WORKING DAYS. m o (1)A a MAINTENANCE: A o 12" IZ HYDRANT SHALL BE RED IN COLOR AND FACTORY Z INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. Z PAINTED(FIELD PAINTING WILL NOT BEALLOWED) IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION o ��0 O RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. p CONCRETE RING z X CL O STANDARD VALVE WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE m Z rn -BOX INSTALLATION (sue vn�vE Box AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND STABILIZE 1T. CURB&GUTTER �+ O INSTALLATION DETAIL) z (� a I FINISHED GRADE( IZT) [1 m ROADWAY _ .r. :•.;-• /\ � /�\%\j/�\//j/\/�\/j�� /j/�\ �� (\\ \ \✓%\ \ \� i>/��%�� m Z PAVEMENT OR FINISHED GRADE �7\ � _ _ TAMPED Q -I . 1- r -I TAMPED AMP ACKFILL CAST IRON VALVE BOX = ;y • :: • - -C e'�>. BACKFILL z [U SEED UNDER LINING AN D Z z Ln . . DISTURBED SLOPES ABOVE -- � �•�•�r:" 'B E ' -"MEGA LUGS OR?�^.�rr.. " '- 2 NO LEAD BRASS OR DJ.P• :..::_:.:<.::_.::. :>:..:.:.:........::::.::.::...::._: ''' 1 -,<::`.:_>r : GRIP-RINGS 'r;+'.'_' ::` M: 1 _ oo _.....THREaOED COUPLING wrrH LINING IMMEDIATELY Y P - -I .. .. .. i D EL UPON " :... . /- .- r NIPPLE (6 MINIMUM LENGTH) -.�:_:,�:.�:..: _ r �I� . .� •-: < :-::: < .._:.-••-::-.•.:::...:......-..: MINIMUM OF 8 CUBIC FEET rr;;;xs' :.... ._...CAP 6 12 FROtuI FI (SHED OF N0.57 STONE ?: COMPLETION - - UNDI UNDISTURBED I- TAMPED - -�GRADE STU ED II TAMPED BACKFILL ; : ., 9ACKFILL.:..::-::.. BOTTOM WIDTHqp . . . . . ......:_::..:..:::..::.::.<�.::•.,:<:..:.:..:::...:.;:.::.<:�.�_.�<:..>...:..:::�:::_.�.:::.:..::.;�:.... :.:::.:::....._-..:..._,.. :.:::.,.:�:: .:..:�.::_......:.:.. - SOIL �I{�...-:< MaN O C ::............_..:...:.::._.:..... ._.:...:..:....,...:......:..._:....•_...... . .:......... _:..... :._:.:....:... ...:_.:..:...: -......,......->_:.:...:. ... a O CC 1=1 I i : UNDISTURBED SOIL ...- THREADED. NO.I,EAD BRASS 3 :....:y�;_;.:�- ... d O :.....:............._.......... :._:.... .... _... . ._...-- <�:-;-:=:��>OR DUCTILE IRON PIPE ' ' O ..<x::::•:.:;:>::::;<::� .....__... ........_.,.:.:;'Sari:;;:��••�%....: �...-::::;=rl:;_::_:..::-::.a:: N � __.... ....... _.... �_ ...-_.....--_ -..:.:...__..... :._.._.. -..... 1 8 , VARIES 1 � �1 - - �-� K _ _ 6"GATE VALVE � ��k�I b�I I�I I,. CONCRETE THRUST BLOC - DUCTILE IRON PIPE i ur N � BE EATH WEEPHOLES Lf) (n (n •�::::a:{1:;i:`'" ::::::::::::::::::::::::::;::.-:;..._.... .... .. SOLID CONCRETE BLOCK CONCRETE THRUST BLOCK MAIN LINE TEE .. . . .....;�::r;;�S�:::r::;:r:;;r_;;::�:;:c:rs=;,�r:>;:::::;;:t;•tt•rr;�rr;::�::;;�::r:::•.'-rt:;a:::;:`::VALVE:�::r:�;sr:�;;rrr::;trrr:rr;:.'<:�:;;r::;t:;�r::•:�:�::.•, ,::;;:s••......_........, :...:..:.......:..:...::...:...:......:...:,...;....::..::...::..:...::.<:..::.:...>.;...,...:.:>.:::.:...,..::...;.......::...:....,...,...:..:....:..;..:...:.......::.,:..,:.,:..:.:.....:...,....,..::...:...:...;. ..,,. :...• CU.YD. 3000 P.S.I. ...:..�...._.:..:._:...:...:............:...:..:...:.:..:...:...:.................,:...:..:...:...:...;...:.�....;..:...:........:...:........;...:.......:..:._....,......,..�-::...:...:...:..............:...>,...:...:...:....:• .- ....:........CONCRETE BLOCKINGMINIMUM :.,........:...:.........>..:.... ,...:,.>- :....:...:...:...,..::..:...:......;..,...:.._:...:...:.:;..,.. ...;...:...:........:...:...:...:..:...;..:...:..<......•..,.:......,......... MEGA LUGS OR :...::..:...:...:...::...:...:...::.>..:......::..::...>..:..:..,..::..:..:.._...::...:..:...:...:.... -....<:.:..:..:...:._:...:...::...:..<...:.::>..::...:.....::.:...::...:...:.....:...:...::..::......::...:...:...:... LINING HEIGHT ...... . ....::..:::..::...:..:•::::...:..:.:-..::_.:...:..:.... �::::.><.::::;<:::::.:.::::::::::;.::: .• ::::::::::;:::::::,1 3 CUBIC YARDS T 3000 P.S.. A -. � GRIP RINGS MECHANICAL A L JOINT~ 3 MIN. W r GRIP RING OR MEGA 2"'THREADED, NO LEAD BRASS OR DUCTILE EXCELSIOR OR SYNTHETIC FINISHED GRADE 0 0) LUG IRON PIPE (f 12 INCHES IN LENGTH) MATTING - INSTALL PER ROADWAY o MANUFACTURERS SPECS. _ 3 � z NOTES: CA TEMPORARY SEEDING, GERMAN MILLET, WINTER RYE & KOBE LESPEDEZA 1.TOP OF BLOCKING TO BE 2"FROM HYDRANT WEEP NOLES rn N 2.4�'HYDRANT BARRELS REQUIRED ON ALL MAINS 6"TO 10". _j 9 PERMANENT SEEDING, COMMON BERMUDA, SERICEA LESPEDEZA & PENSICOLA BAHIAGRASS 0 3.s;"HYDRANT BARRELS REQUIRED ON ALL 12"MAINS AND Q DD SEE EROSION CONTROL SHEET EC-1 FOR SEEDING REQUIREMENTS r 1 ' LARGER. W 4.EACH INDIVIDUAL HYDRANT IS REQUIRED TO HAVE A STORZ CONNECTION. NOTE: ROADSIDE DITCHES IN FRONT OF NEW HOME CONSTRUCTION SHALL BE SODDED BY HOME ROADWAY WITHOUT CURB BUILDER FROM SIDE PROPERTY LINE TO SIDE PROPERTY LINE ALONG ANY ROAD RIGHT OF WAY AND GUTTER ALL FIRE HYDRANT LEGS INSTALLED AS PART cn PRIOR TO C.O. OF HOME. BE DUCTILE COUNTY WATER SYSTEM SHALL r z ALL OTHER DITCHES SHALL BE SEEDED AS DESCRIBED ABOVE. o 00 MAT LINED SWALE DETAIL v NOT TO SCALE 0 aD v J REVISIONS SYM. DESCRIPTION DATE ,.•``��'�,u� •• MISCELLANEOUS .�."..•s�"•S•.R4'-•s UTILITY IMPROVEMENTS APRIL 2024 NCDOT COMMENTS 2/15/21 'Oti TO SERVE DETAILS DATE :z WINDFALL LAKES PHASE 1 EngineeringPLLC �. �INS�:• , FINAL DRAWINGS ,o••........••�L;,.- MOORE COUNTY, NORTH CAROLINA - .,,,u,,,, ,n,,,r.. RELEASED FOR CONSTRUCTION 150 S. Page Street • Southern Pines, NC 283879 (910) 684-8646• Cert. No. P-2587 SHEET NO.