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Home My WebLink About20190175 Ver 1_B4427_UC_90Percent_Waterline_1-17-19_20190207� � � � � � � � � � � � � a � � � i � � � � � � i �z N � �� z �mQ wi� �°o� � �� w � o� � o� ��I�.,'\�I�I''. ��)I'' .\\ ��)I��I�I I � .;.,'�„ I'��)I.,I \� .,'\ II)�I �'I�IC�)\� C�)I�°'' I I I� I�I I�`".,\ ��":� � �� I:, � � (�> o� DO . . N . � � ., � 171 � T� wAs►-�IN� � � � 0 0 • � DOCUME11tT 111OT COIVSIDERED FI11lAL UNTIL ALL SIG11lATURES ARE COMPLETED GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) I1�DEX OF SHEETS SHEET 1110.: UC-1 UC-2 UC 3 DESCRIPTI011t: TITLE SHEET UTILITY SYMBOLOGY 11tOTES UC 3A THR U UC 3B DETAILS UC-4 UTILITY PLAN/I'ROFILE SHEET WATER A1�D SEWER OWI�ERS 0111 PROJECT (A) WATER - BEAUFORT COUI�TY WATER DEPT PREPARED I11i THE OFFICE OF CDM_ Sm�th CDM Smith Inc. 5400 Glenwood Avenue Suite 400 Raleigh, NC 27612-3228 NC COA No. F-1255 MICHAEL SLOOP, P.E. DAVID KEISER, P. E. SEA11l MCFEE, P. E. SEAL `,,��uu►►p� .� C AR �''�. ,o��N Essi ��L �� Q�C� Orl,�• ; q SEAL l � 47732 f':,NGI NE��•' ' •... � �. . N C,F . ,� �� R� � �M ��`� �,, DIVISI0111 OF HIGHWAYS HIGHWAY DIVISI0111 2 105 PACTOLUS HIGHWAY (NC 33) PO BOX 1587 GREE11iVILLE NC 27835 PHONE (252) 439-2800 FAX (252) 830-3352 PRESTOIV HUIVTER, P.E. DIVISI0111 E1VGIIVEER HEATHER LA1VE, P.E. DIVISI0111 PROJECT ENGINEER DAVID KRAMER DIVISION UTILITY E11IGI11tEER LOCA TI01�: BRIDGE 1�10. 6 O T�ER BlG S WAMP 01�1 SR 1422 �1 ��AR��ET S TREET EX TE1�lSI01�� TYPE �F WORl�: WA TER LI1�E REL�CA TI�1� 176P.2 . R.89 �]H[lEl�°]C° N�, uc-� .� �� . ., PROJECT E11lGI1VEER PROJECT MA11lAGER PROJECT DESIGN ENGIIIIEER R�r_i�.i aQn i��T 17RP 7 Q Qo END PROJECT 17BP.2.R.89 � � � � � � N � � � T � � � �_ NL �� w�� mL —ia � �> � o� � PROPOSED WATER SYMBOLS Wa t e r L i n e ( S i z e d a s S h ow n)------------ 1 11/4 D e g r e e B e n d ----------------------------------------------- 2 2%2 D e g r e e B e n d------------------------------------------------ 45 D e g r e e B e n d------------------------------------------------------- 9 0 D e g r e e B e n d------------------------------------------------------- P1 u g ----------------------------------------------------------------------------------------- Te e --------------------------------------------------------------------------------------------- Cr o s s--------------------------------------------------------------------------------------- Re d u c e r�------------------------------------------------------------------------------- Ga t e V a 1 v e---------------------------------------------------------------------- B u t t e r f 1 y V a 1 v e--------------------------------------------------- Ta p p i n g V a 1 v e�---------------------------------------------------------- Li n e S t o p------------------------------------------------------------------------ L i n e S t o p w i t h B y p a s s--------------------------------- B1 ow 0 f f----------------------------------------------------------------------------- Fi r e H y d r a n t--------------------------------------------------------------- R e 1 o c a t e F i r e H y d r a n t�-------------------------------- R e m o v e F i r e H y d r a n t---------------------------------------- Wat e r M e t e r------------------------------------------------------------------ R e 1 o c a t e Wa t e r M e t e r�----------------------------------- R e m o v e Wa t e r M e t e r------------------------------------------- Wa t e r P u m p S t a t i o n------------------------------------------ R P Z B a c k f 1 ow P r e v e n t e r----------------------------- DCV B a c k f 1 ow P r e v e n t e r---------------------------- Relocate RPZ Backf low Preventer Relocate DCV Backf low Preventer -- +.+ -- +.k " 1 � -- +� -- � -- � -- � -- ►� GV -- N B� -- N TGV -- N LS -- � -- LSiBP B� -- r PFH -- t -- i REM FH PWM -- 1 RWM -- � REM WM PS(W) PRPZ � PBFP � RRPZ � RBFP � 12" WL PROPOSED SEWER SYMBOLS Gravity Sewer Line ........ (Sized as Shown) Force Main Sewer Line (Sized as Shown) Manhole (Sized per Note) --------------- Sewer Pump Station -------- REV: 2/1/2012 • PS(SS) ,2�� 55 12" FSS � � I � .,'�„ � I � I '':' C�) I ��'' \' C�) I'� � I � I I ( ' .,'�` I'� C�) I ., I \ .,'\ II)-I�'I�IC�)\� C�)I��' III�I�II��",��,��"� Powe r P o 1 e----------------------------------------� T e 1 e p h o n e P o 1 e---------------------------� J o i n t U s e P o 1 e---------------------------� T e 1 e p h o n e P e d e s t a 1--------------� Utility Line by Others_. (Type as Shown) Trenchless Installation Encasement by Open Cut E n c a s e m e n t�-----------------------------------------� PROPOSED MISCELLANEOUS UTILITIES SYMBOLS Powe r P o 1 e--------------------------------------------------------------------------------------------- Te 1 e p h o n e P o 1 e------------------------------------------------------------------------------- Jo i n t U s e P o 1 e�------------------------------------------------------------------------------- Ut i 1 i t y P o 1 e-------------------------------------------------------------------------------------- U t i 1 i t y P o 1 e w i t h B a s e---------------------------------------------------- H- F r a m e P o 1 e-------------------------------------------------------------------------------------- P owe r T r a n s m i s s i o n L i n e T owe r----------------------------- Wat e r M a n h o 1 e----------------------------------------------------------------------------------- Powe r M a n h o 1 e---------------------------------------------------------------------------------- Te 1 e p h o n e M a n h o 1 e-------------------------------------------------------------------- S a n i t a r y S ew e r M a n h o 1 e---------------------------------------------------- H a n d H o 1 e f o r C a b 1 e-------------------------------------------------------------- Powe r T r a n s f o r m e r�-------------------------------------------------------------------- T e 1 e p h o n e P e d e s t a 1----------------------------------------------------------------- CATVP e d e s t a 1�---------------------------------------------------------------------------------- Ga s V a 1 v e------------------------------------------------------------------------------------------------ Ga s M e t e r------------------------------------------------------------------------------------------------ Located Miscellaneous Utility Object----- Abandoned According to Utility Records En d o f I n f o r m a t i o n----------------------------------------------------------------- *For Existing Utilities Utility Line Drawn from Record (Type as Shown) De s ig n at e d Ut i 1 it y L i n e______________________ (Type as Shown) 0 � � TELOPED -PROP 0/H POW LINES- - 12" TL INSTALL - i � � • 0 T h r u s t B 1 o c k-------------- Air Release Valve U t i 1 i t y V a u 1 t------------ C o n c r e t e P i e r------------ S t e e 1 P i e r--------------------- P 1 a n N o t e------------------------ P a y I t e m N o t e----------- EXISTING UTILITIES SYMBOLS * U n d e r g r o u n d P owe r L i n e----------------------------------------------------------- * U n d e r g r o u n d T e 1 e p h o n e C a b 1 e------------------------------------------ * U n d e r g r o u n d T e 1 e p h o n e C o n d u i t------------------------------------ *Underground Fiber Optics Telephone Cable * U n d e r g r o u n d TV C a b 1 e------------------------------------------------------------------ * �• U n d e r g r o u n d F � b e r 0 p t � c s TV C a b 1 e---------------------- � * U n d e r g r o u n d G a s P i p e 1 i n e---------------------------------------------------- o Ab o v e g r o u n d G a s P i p e 1 i n e---------------------------------------------------- o * U n d e r g r o u n d Wa t e r L i n e----------------------------------------------------------- o Ab o v e g r o u n d Wa t e r L i n e----------------------------------------------------------- o *Underground Gravity Sanitary Sewer Line--- HH Aboveground Gravity Sanitary Sewer Line�-- � * U n d e r g r o u n d S S F o r c e d M a i n L i n e------------------------------ o U n d e r g r o u n d U n k n own U t i 1 i t y L i n e------------------------- oS U E T e s t H o 1 e�----------------------------------------------------------------------------------------- 0 Wa t e r M e t e r------------------------------------------------------------------------------------------------ � Wa t e r V a 1 v e------------------------------------------------------------------------------------------------ oF i r e H y d r a n t--------------------------------------------------------------------------------------------- PROJECT REFERENCE N0. SHEET N0. 17BP.2.R.89 UC-2 � AR • �� CP ■ � NOTE PAY ITEM - P - T - TC -T FO - TV -TV FO - G A/G Gas —W A/G Water 55 A/G Sanitary Sewer FSS 7UTL .. � :. 0 AATU R S a n i t a r y S ewe r C 1 e a n o u t-------------------------------------------------------- o E.O.I. w — —W— — PROJECT REFERENCE N0. 17BP.2.R.89 DESIGNED BY: SRM DRAWN BY : M�1G CHECKED BY: SRM APPROVED BY: MKS REVISED: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC. PHONE:(919)707-6690 FAX:(919)250-4151 HEET NO UC-3 ��u � u►�� :��,,,�� E Q /0,�;' /�'q �': � ' Q� q� � - SEAL - = 47732 - %, .•' �,NG I NE��• �� .�� ,,�sFq� R...�CF��,��,� �'��►iiiu��`` UTILITY CONSTRUCTION PLANS ONLY UTILITY CONSTRUCTION � � � � � Q � � �, � � � 0 �, �NG ��a �,�> �m� �� o GENERAL NOTES: 1. THE PROPOSED UTILITY CONSTRUCTION SHALL MEET THE APPLICABLE REQUIREMENTS OF THE NC DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JANUARY 2018. 2. THE EXISTING WATER LINE UTILITIES BELONG TO BEAUFORT COUNTY. CONTACT: ERICK JENNINGS PHONE: 252-975-0720 3. ALL WATER LINES TO BE INSTALLED WITHIN COMPLIANCE OF THE RULES AND REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES, DIVISION OF ENVIRONMENTAL HEALTH. 4. THE UTILITY OWNER OWNS THE EXISTING UTILITY FACILITIES AND WILL OWN THE NEW UTILITY FACILITIES AFTER ACCEPTANCE BY THE DEPARTMENT. THE DEPARTMENT OWNS THE CONSTRUCTION CONTRACT AND HAS ADMINISTRATIVE AUTHORITY. COMMUNICATIONS AND DECISIONS BETWEEN THE CONTRACTOR AND UTILITY OWNERARE NOT BINDING UPON THE DEPARTMENT OR THIS CONTRACT UNLESS AUTHORIZED BY THE ENGINEER. AGREEMENTS BETWEEN THE UTILITY OWNER AND CONTRACTOR FOR THE WORK THAT IS NOT PART OF THIS CONTRACT OR IS SECONDARY TO THIS CONTRACT ARE ALLOWED, BUT ARE NOT BINDING UPON THE DEPARTMENT. 5. PROVIDE ACCESS FOR THE DEPARTMENT PERSONNEL AND THE OWNER'S REPRESENTATIVES TO ALL PHASES OF CONSTRUCTION. NOTIFY DEPARTMENT PERSONNEL AND THE UTILITY OWNER TWO WEEKS PRIOR TO COMMENCEMENT OF ANY WORK AND ONE WEEK PRIOR TO SERVICE INTERRUPTION. KEEP UTILITY OWNERS' REPRESENTATIVES INFORMED OF WORK PROGRESS AND PROVIDE OPPORTUNITY FOR INSPECTION OF CONSTRUCTION AND TESTING. 6. THE PLANS DEPICT THE BEST AVAILABLE INFORMATION FOR THE LOCATION, SIZE, AND TYPE OF MATERIAL FOR ALL EXISTING UTILITIES. MAKE INVESTIGATIONS FOR DETERMINING THE EXACT LOCATION, SIZE, AND TYPE MATERIAL OF THE EXISTING FACILITIES AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED UTILITIES AND FOR AVOIDING DAMAGE TO EXISTING FACILITIES. REPAIR ANY DAMAGE INCURRED TO EXISTING FACILITIES TO THE ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE DEPARTMENT. 7. MAKE FINAL CONNECTIONS OF THE NEW WORK TO THE EXISTING SYSTEM WHERE INDICATED ON THE PLANS, AS REQUIRED TO FIT THE ACTUAL CONDITIONS, OR AS DIRECTED. 8. MAKE CONNECTIONS BETWEEN EXISTING AND PROPOSED UTILITIES AT TIMES MOST CONVENIENT TO THE PUBLIC, WITHOUT ENDANGERING THE UTILITY SERVICE, AND IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS. MAKE CONNECTIONS ON WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF NECESSARY. 9. ALL UTILITY MATERIALS SHALL BE APPROVED PRIOR TO DELIVERY TO THE PROJECT. SEE 1500-7, " SUBMITTALS AND RECORDS" IN SECTION 1500 OF THE STANDARD SPECIFICATIONS. 10. CONTRACTORS SHALL NOT OPERATE ANY VALVES ON THE EXISTING UTILITY SYSTEMS. CONTRACTOR SHALL CONTACT THE UTILITY OWNER TO CONDUCT STRATEGIC OPERATION OF VALVES FOR SERVICE INTERRUPTION IN ORDER TO PERFORM SPECIFIC WORK. 11. BEAUFORT COUNTY WILL COLLECT ALL BACTERIOLOGICAL SAMPLES FOR THIS PROJECT. A BEAUFORT COUNTY REPRESENTATIVE SHALL BE PRESENT FOR THE PRESSURE TEST, CHLORINATION, AND FLUSHING OF ALL WATER LINES. 12. BEAUFORT COUNTY SHALL BE PROVIDED WITH TWO COPIES OF SURVEYED AS—BUILTS OF THE INSTALLED UTILITY. THE AS—BUILTS SHALL INCLUDE NOTATIONS OF THE SIZE AND TYPE OF MATERIAL INSTALLED; GPS COORDINATED OF ALL: FITTINGS, UTILITY CONTROLS, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE PIPING. CONTRACTOR WILL PROVIDE BORING LOGS FROM TRENCHLESS INSTALLATIONS. PROJECT SPECIFIC NOTES: 1. ALL PIPE FOR OPEN TRENCH CONSTRUCTION SHALL BE ANSI/AWWA C151/A21.51 PRESSURE CLASS 350 RATED FOR AT LEAST 200 PSI OR GREATER. 2. DUCTILE IRON PIPE JOINTS SHALL BE PUSH ON TYPE WITH RUBBER GASKETS. GASKET MATERIALS SHALL CONFORM TO AWWA C111. GASKETS SHALL BE OF STYRENE BUTADIENE RUBBER (SBR) UNLESS OTHERWISE SPECIFIED. 3. ALL FITTING SHALL BE DUCTILE IRON MECHANICAL JOINT, CLASS 350, AWWA C110 AND RESTRAINED WITH APPROVED RETAINER GLANDS. 4. GATE VALVES SHALL BE RESILIENT SEAT GATE VALVES CONFORMING TO AWWA C509 OR C515 OR LATEST VERSION AND THEY SHALL BE NSF 61 CERTIFIED AND SHALL BE RESTRAINED WITH APPROVED RETAINER GLANDS. 5. THE GATE VALVES SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE NCDOT AND BEAUFORT COUNTY WATER DEPARTMENT SPECIFICATIONS AND MANUFACTURERS RECOMMENDATIONS. 6. ALL HDPE PIPE AND FITTINGS SHALL BE MANUFACTURED IN STRICT ACCORDANCE WITH AWWA C906 AND SHALL BE FROM A SINGLE MANUFACTURER WHO IS FULLY EXPERIENCED, REPUTABLE, AND QUALIFIED IN THE MANUFACTURE OF THE POLYETHYLENE PIPE AND FITTINGS TO BE FURNISHED. 7. HDPE PIPE SHALL BE PE 4710 WITH MINIMUM DR 11 SUITALE FOR 200 PSI. 8. HORIZONTAL DIRECTIONAL DRILLING (HDD) WATER MAIN PIPE IS 8—INCH DIAMETER HDDPE DR 11. TOTAL LENGTH OF THE HDD AS SHOWN ON THE DRAWINGS IS 450 LF. THIS LENGTH IS BASED ON A DESIGN USING AVAILABLE SUBSURFACE INFORMATION. AS STATED BELOW THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL SUBSURFACE DATA TO CONFIRM SUBSURFACE CONDITIONS AS PRESENTED ON THE DRAWINGS AND/OR MAKE MODIFICATIONS TO THE HDD ALIGNMENT OR PIPE STRENGTH REQUIREMENTS BASED ON THE ADDITIONAL INFORMATION OBTAINED. 9. PRIOR TO COMMENCING WORK ON ANY TRENCHLESS INSTALLATION, PROVIDE A DESIGN FOR THE TRENCHLESS INSTALLATION CERTIFIED BY AN ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA, AS REQUIRED BY SUBARTICLE 1550-3(B) OF THE STANDARD SPECIFICATIONS. 10. THE HDD DESIGN SHALL INCLUDE PLANS SHOWING LENGTH AND PROFILE, INCLUDING ENTRY AND EXIT ANGLES AND RADII. 11. SUBMITTALS FOR DESIGN OF HDD A. HDD DESIGN BY THE CONTRACTOR'S ENGINEER SHALL INCLUDE A GEOTECHNICAL EXPLORATION AND LABORATORY TESTING PROGRAM TO ADEQUATELY DEFINE THE SUBSURFACE CONDITIONS. THIS SUPPLEMENTAL INFORMATION TO THE INFORMATION PROVIDED IN THESE DOCUMENTS SHALL BE USED AS THE BASIS OF THE HDD DESIGN AND ANY MODIFICATIONS TO THE PROPOSED LAYOUT AS SHOWN. B. SUBMIT CALCULATIONS IDENTIFYING THE CRITICAL DOWNHOLE PRESSURE THAT WOULD CAUSE HYDROFRACTURE. THE CALCULATIONS SHALL IDENTIFY ALL PARAMETERS USED AND STATE ALL ASSUMPTIONS MADE IN THE CALCULATIONS. CALCULATIONS FOR PIPE STRESSES DUE TO PULLBACK, BENDING, FLUID BUCKLING LOADS, EARTH LOADS, GROUNDWATER LOADS, AND ANY OTHER INSTALLATION AND SERVICE LOADS. LIST ALL ASSUMPTIONS MADE IN THE CALCULATIONS, INCLUDING THE RADIUS OF CURVATURE, ASSUMED DRILLING FLUID WEIGHTS, WHETHER PIPE IS ASSUMED TO BE FILLED OR EMPTY DURING PULLBACK, AND TEMPERATURE. C. PROVIDE RECORDS OF EQUIPMENT CALIBRATIONS AND CERTIFICATIONS FOR ALL EQUIPMENT USED FOR DOWNHOLE SURVEYS AND TRACKING OF THE DRILL HEAD. PROCEDURES FOR OPERATING THE DOWNHOLE SURVEY TOOLS SHALL BE DESCRIBED, INCLUDING MEASURES TO VERIFY THE ACCURACY OF THE EQUIPMENT READINGS. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED D. SUBMIT PLANS FOR DISPOSAL OF WASTE MATERIALS RESULTING FROM THE PIPELINE CONSTRUCTION, INCLUDING DRILLING FLUIDS, CUTTINGS, WASTE OIL, FUEL, DISCHARGE WATER, ETC. IDENTIFY THE DISPOSAL SITE AND SUBMIT A LETTER INDICATING WILLINGNESS AND LEGAL AUTHORITY OF RECIPIENT TO ACCEPT THE DESCRIBED AND ANTICIPATED WASTE PRODUCTS. E. SUBMIT A CONTINGENCY PLAN FOR REMEDIATION OF POTENTIAL PROBLEMS THAT MAY BE ENCOUNTERED DURING THE DRILLING OPERATIONS. THE CONTINGENCY PLANS SHALL ADDRESS THE OBSERVATIONS THAT WOULD LEAD TO THE DISCOVERY OF THE PROBLEM AND THE METHODS THAT WOULD BE USED TO MITIGATE THE PROBLEM. CONTRACTOR SHALL BE CAPABLE OF IMPLEMENTING THE PLAN IMMEDIATELY SHOULD AN INADVERTENT RETURN OR SURFACE SPILL OCCUR DURING THE HDD WORK. 14. SUBMITTALS AND AS—BUILT HDD SUBMITTALS A. THE CONTRACTOR SHALL DOCUMENT ANY VARIATIONS BETWEEN THE ACTUAL CONTRACT DRAWINGS AND PROFILE OF THE BORE PATH AND THE LOCATION SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL NOTIFY IN WRITING AND BY TELEPHONE THE ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY DEVIATIONS. SUBMIT DESCRIPTIONS OF METHODS, EQUIPMENT, AND MATERIALS TO BE USED FOR CONTACT GROUTING ANY AREAS WHERE OVER—EXCAVATION, ANNULUS BETWEEN THE FINAL REAMED BORE DIAMETER AND THE CARRIER PIPE, ABORTED BORES, VOIDS, OR CAVITIES ARE CREATED OR ENCOUNTERED DURING CONSTRUCTION. 6. THE FOLLOWING SHALL BE SUBMITTED AS CONSTRUCTION PROGRESSES AND AT THE COMPLETION OF CONSTRUCTION: MAXIMUM DRILLING SPEEDS AND REAMING RATES FOR PILOT BORE AND EACH REAMING PASS; MEASURED MUD AND/OR DRILLING FLUID WEIGHTS USED DURING PILOT BORING AND REAMING OF THE BORE MEASURED AT A MINIMUM OF THREE TIMES PER SHIFT OR AT LEAST ONCE PER 200 FEET OF DRILLED OR REAMED LENGTH, WHICHEVER IS MORE FREQUENT, WITH AT LEAST TWO (2) HOURS BETWEEN READINGS; ALL PRESSURE TEST RECORDS FOR BOTH THE PRE—INSTALLATION AND POST—INSTALLATION TESTS; AS—BUILT PROFILE OF THE PILOT BORE WITHIN 24 HOURS OF COMPLETION OF THE PILOT BORE. C � � � � Q Q c� � � + � +? �I �mL ��a �� 0 �io ,�� PAVED SURFACES NON-PAVED SURFACES CROWN TRENCH BACKFILL REFER TO NCDOT OR GRADE DITCHES TO DRAIN STANDARD DETAILS AND SPECIFICATIONS FOR PAVEMENT REPAIRS �� / �� TRENCH WIDTH VARIES , W/ SIZE OF PIPE /� * I PIPE OD � � SEE NOTE 6 — UNDISTURBED EARTH (SEE NOTE 5) * SEE NOTE 3 ** SEE NOTE 9 = J � U L� � Z Y W U W �m o z w w � 0 � �� a z � a � w � m o 0 z w w �3 d o d N w J J � L� W � � N O z NOTES: 1. PIPE BEDDING & TRENCH BACKFILL - COMPACTED IN LAYERS TO 95� MAXIMUM DENSIN AS PER ASTM D698 (STANDARD PROCTOR) AND 98% IN AREAS UNDER PAVEMENT IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY THE NC DEPARTMENT OF TRANSPORTATION 2. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATER AS NECESSARY. 3. MINIMUM 18" BEYOND PIPE OD. 4. MINIMUM 6" LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL ACCOMPLISH COMPACTION. 5. PLACE FOUNDATION CONDITIONING MATERIAL (SELECT MATERIAL) BELOW BEDDING IF REQUIRED OR AS DIRECTED BY ENGINEER. FOUNDATION CONDITIONING MATERIAL SHALL BE ENCAPSULATED WITH GEOTEXTILE FABRIC AS SPECIFIED. 6. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE SPRINGLINE, SHEETING SHALL BE CUT OFF A MIN OF 12" ABOVE TOP OF PIPE OR HIGHER, AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEEfING LEFT IN PLACE EXTEND HIGHER THAN 18" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED. 7. EXCAVATED MATERIALS MIXED WITH DELEfERIOUS SUBSTANCES DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING. 8. FOR INSTALLATIONS IN PAVEMENT, ALL EXISTING PAVEMENT SHALL BE CUT SQUARELY WITH A SAW. WEARING SURFACE SHALL BE SAME TYPE AND THICKNESS AS THE EXISTING PAVEMENT. 9. TRENCH SLOPES SHALL BE AS REQUIRED BY OSHA AND SHALL NOT EXCEED 1:1 NEXT TO ROADS - USE ACTIVE SHORING AS REQUIRED. 10. SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 INSTALLED AND COMPACTED IN 6" LIFTS. 11. TRENCH BOXES SHALL NOT EXTEND BELOW THE SPRINGLINE OF THE PIPE, UNLESS APPROVED BY THE ENGINEER ON A PER-CASE BASIS. PIPE BEDDING DETAIL NTS 7-5/16" � N � � � � 5-3/4" 7,� SECTION "A-A" N — 9,� 7-5/8„ 7-3/8„ 6-3/8" 6-1/8" 6-1/2" 9-1/2" TOP SECTION �_� A QQQQQ A �� _ � PLAN 5-1/4" DROP LID w J m Q � i VALVE BOX 5-3/4" 5-1/4" � � !�.� �-�- � �j��0i//,/% TOP SECTION BOTTOM SECTION TOP TO BE FLUSH WITH FINISH GRADE AND LEFT EXPOSED PAVEMENT 3000 PSI POURED 12„ IN PLACE CONCRETE � � COLLAR . �� I� ��i. �� A � %/%_� � � - � . >.•• a... �•..•.. " ..�. _�4.... , � � WATER MAIN VALVE IN TRAFFIC AREA VALVE BOX DETAIL NTS R/VV DOUBLE CHECK VALVE METER BOX (CONC., C/I, OR PLASTII COPPER SETTER TO BE FORD(VHH172-7W-SN) OR APPROVED EQUAL. METER BY OTHERS ANGLE VALVE �POLY. WATER SERVICE LINE COMPRESSION METERYOKE FITTING CORPORATION STOP COMPRESS ON CONNECTION� (�( ��))� SADDLE VALVE B( 6"-8" EXCESS LOOPED IN B0� TRACER WIRE � NOTE: N0. 1 DRILL HOLE IN VALVE BOX � FOR TRACER WI DOUBLE CHECK VALVE METER BOX (CONC., GI, OR PLASTIC) COPPER SETTER TO BE OUTLET FQRD(VHH172-7W-SN) OR APPROVED EQUAL. NOTES: 1. INLET$ WILL HAVE A BRASS ADAPTOR AS REQUIRED FOR A COMPRESSION FITTING TO "IPS" WATER SERVICE PIPE. 2. YOKE WILL HAVE CHECK VALVE THAT SHALL HAVE SPRING-ASSISTED SEATING, AND THE SEAT SHALL BE OF BUNA-N- RUBBER. 3. OUTLET SHALL BE FORD DOUBLE PUR- POSE COUPLING ORAPPROVED EQUAL. 5' MIN. EXIST. ROAD 20' AVG. METER BOX ON P 4. METER YOKE SHALL BE SUPPORTED AS CALLED FOR IN SPECIAL PROVISIONS. —_-- - '- _=_=1 I 1= METER BY --= I-I I I-I I I- Illlll��i�iil -- I I I ANGILE " I I I I I I I I I I I I I I I I I I I I VALVE OTHERS POLY. WATER SERVICE LINE � PVC CASING COMPRESSION (CLASS 200) FITTING BRASS ADAPTER FOR COMPRESSION CONNECTION CORPORATION STOP SADDLE TYPICAL HOUSE SERVICE DETAIL NTS GRADE � c� i CONCRETE COLLAR SHALL BE PLACED WHERE VALVE IS IN A TRAFFIC AREA. . VALVE BOX � SEE DETAIL NCDOT CONCRETE BRICK VALVE IN NON-TRAFFIC AREA METER YOKE s..�� ,. �.� ��' .a NOTE: AT PIPE INTERSECTIONS, MULTIPLE VALVES, RUN WIRE UP AT ONLY ONE VALVE. SINGLE 12 AWG SOLID CORE WI PROJECT REFERENCE N0. SHEET N0. 17BP.2.R.89 UC-3A DESIGNED BY: SRM ``��,,,,,,�� DRAWN BY: MNG ��.`��'�H �QRO��''.,� CHECKED BY: SRM :��'�Q��Essia�qltiq��: APPROVED BY: MKS = SEAL _ REVISED: 47732 . % �' �� .� � � NORTH CAROLINA '',, ,S`�;�.�GINE ••� �.�� DEPARTMENT OF �'�i,'4�I/ R,��MCF��``� TRANSPORTATION �� ►,,,�„�� UTILITIES ENGINEERING SEC. PHONE:(919)707-6690 UTILITY CONSTRUCTION FAX:(919)250-4151 PLANS ONLY UTILITY CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLACE EMP'fY VALVE BOX AT INTERVALS WHERE VALVES DO NOT OCCUR & PLACE TRACER WIRE IN BC"' PRECAST CONCRETE PROTECTI �� ', �. + j . �i}:� FINISHED GRAI .,•. P.V.C. PIPELINE TRACER WIRE TO BE LAID UNDERNEATH WATER LINE GATE VALVE NOTES: 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE ANO ROLL UP AT LEAST 6"-8` D(CESS 2. PLACE TRACER WIRE IN VALVE BOX AT 1.000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL. 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A BRASS SCREW TO THE VALVE BOx. TRACER WIRE DETAIL NTS � BOTTOM PROJECT REFERENCE N0. SHEET N0. 17BP.2.R.89 UC-3B DESIGNED BY: SRM ``��,,,,,,�� DRAWN BY: MNG ��.`��'�H �QRO��''.,� CHECKED BY: SRM :��'�Q��Essia�qltiq��: APPROVED BY: MKS = SEAL _ REVISED: 47732 . % �' �� .� � � NORTH CAROLINA '',, ,S`�;�.�GINE ••� �.�� DEPARTMENT OF �'�i,'4�I/ R,��MCF��``� TRANSPORTATION �� ►,,,�„�� UTILITIES ENGINEERING SEC. PHONE:(919)707-6690 UTILITY CONSTRUCTION FAX:(919)250-4151 PLANS ONLY UTILITY CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED C � � � � Q m C'� U �I + � � � �mL ��a � � � 0 � i o i�� /� 18' MtN. '�8' MIN. 38' MIN. .� � TRANSiTION R£DUCER {SEE DETAIL B�LOW) MECHANICAL .�QiNT MECHANICAL JO1NT WITH GRIPPING RING RESiRA�NT flUCTlLE ,IRAN CQAfCEN'i'RiC R�Dt;C�ft AWVVA �i't�t QFt AWINA C1�3 �fECHANICAL JOWT WI1N �RaPPING RING RESTRAINT �€n�� PIPE �UCl1LE [RON PIPE N!]PE MEC�lANiCAL JO1NT ADAPTER 1M1N STt�FENiNG INSERT �i�► ��► i � i TRANSITION REDUCER AND JOINT RESTRAINT NTS OUTLET DOUBLE CHECK VALVE METER BY OTHERS ANGLE VALVE METER BOX (CONC., C/I, OR PLASTIC) f:71��1 POLY. WATER SERVICE LINE BRASS ADAPTER FOR NOTE: DOUBLE CHECK VALVE COMPRESSION CONNECTION � SUPPLIED BY CONTRACTOR, INSTALLED BY OWNER. —I I I I I I I I I I I I I I I I I I II III III III III III III 2" SERVICE CONNECTION DETAIL NTS NOTES: 1. HDPE AND DIP SIZE SHALL BE AS NOTED ON THE DRAWINGS AT EACH TRANSITION. PIPE CLASS AND THICKNESS AS SPECIFIED. 2. SEE DRAWING NOTES AND SPECIFICATIONS FOR DI FITTING CLASS. 3. TRANSITION TO DIP SHALL OCCUR AFTER HDD ALIGNMENT HAS REACHED NEAR HORIZONTAL SLOPE. CORPORATION STOP SADDLE � � PVC PIPE RESTRAINT NOTES: � \ � HORIZONTAL BEND �� ANGLE OF DIRECTION CHANGE L � ~ DEAD END 1 DOWNWARD BEND � ANGLE OF DIRECTION CHANGE � RUN c� z w J 0 w z Q� � w w o � z� zw � � � w � 0 � UPWARD BEND VERTICAL BENDS ANGLE OF DIRECTION CHANGE � � d�6 �wp I� BRANCH L L 1 L `�—> L TEE RUN L � ~ REDUCER PLAIN END BELL JT. P.V.C. P.V.C. RESTRAINED BELL TYPICAL PROFILE JOINT BELL JOINT TO PLAIN END WITH MECHANICAL RETAINER (HARNESS) PER SPECIFICATIONS SECTION � � VALVE � MECHANICAL JOINT SLEEVE RESTRAIN TOTAL LENGTH OR "L" PER TABLE PLAIN END M.J. D.I. P.V.C. FITTINGS RESTRAI N ED MECHANICAL JOINT JYPICAL PROFILE MECHANICAL JOINT TO PLAIN END W/ MECHANICAL RESTRAINER PER SPECIFICATIONS 1. THE "PVC PIPE RESTRAINT JOINT SCHEDULE" SHALL BE UTILIZED ON ALL PVC PIPING. 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=200PS1, SOIL=GW, TRENCH TYPE 5, DEPTH OF COVER=36 INCHES. CALCULATIONS DONE IN ACCORDANCE WITH AWWA M23 AND M41 MANUALS. 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING W/MECHANICAL JOINT AND BELL RESTRAINT WHERE APPLICABLE. 4. TEES, BLOW—OFF, ARV, AND FIRE HYDRANT FITTINGS: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE OR FITTING (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE FOR RESTRAINED LENGTH ON TEE "BRANCH" LINE. 5. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN). 6. CONTRACTOR SHALL USE FULL (20 FT NOMINAL) LENGTH JOINTS OF PVC PIPE INTO AND OUT OF EACH FITTING UNLESS OTHERWISE DIRECTED. WHERE SHORTER JOINTS ARE REQUIRED ON EITHER SIDE OF A FITTING ADDITIONAL JOINT RESTRAINT MAY BE REQUIRED BY USE OF HARNESS ASSEMBLIES PER THE SPECIFICATION. 7. WHERE THE CALCULATED RESTRAINED JOINT LENGTH IS LESS THAN OR EQUAL TO 20 FEET (NOMINAL LENGTH OF ONE JOINT OF PIPE) THE FITTING ONLY SHALL BE RESTRAINED BY USE OF A MECHANICAL JOINT RETAINER GLAND DESIGNED FOR USE WITH PVC PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. 8. WHERE THE CALCULATED RESTRAINED JOINT LENGTH IS GREATER THAN OR EQUAL TO 20 FEET THE FITTING SHALL BE RESTRAINED BY USE OF A MECHANICAL JOINT RETAINER GLAND DESIGNED FOR USE WITH PVC PIPING IN ACCORDANCE WITH THE SPECIFICATIONS. IN ADDITION TO THE FITTING THE FOOTAGE SPECIFIED IN THE TABLE UPSTREAM/DOWNSTREAM OF THE FITTING SHALL BE RESTRAINED BY USE OF HARNESSED JOINT ASSEMBLIES (BELL RESTRAINT SYSTEMS) DESIGNED FOR USE WITH PVC PIPE IN ACCORDANCE WITH THE SPECIFICATIONS. 9. WHERE NON—STANDARD CIRCUMSTANCES ARISE IN THE FIELD CONSULT THE ENGINEER PRIOR TO INSTALLATION OF RESTRAINT SYSTEMS. FAILURE TO CONSULT THE ENGINEER MAY REQUIRE EXCAVATION AND ADJUSTMENT TO THE RESTRAINED JOINT ASSEMBLIES. 10. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL RESTRAINED JOINT FITTINGS IN ACCORDANCE WITH THE SPECIFICATIONS. 11. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. 12. WHERE ADJACENT OR OFFSET BENDS (NOT INCLUDING VALVES, OR DEADENDS) HAVE OVERLAPPING RESTRAINED LENGTHS, ALL PIPE BETWEEN THE BENDS SHALL BE RESTRAINED. RESTRAINED LENGTH FOR THE OUTERMOST BENDS SHALL BE TWICE THE SELECTED LENGTH FROM THE STANDARD LENGTHS TABLE INCLUDED IN THIS DETAIL FOR PVC PIPE. SUMMARY TABLE - PVC PIPE RESTRAINED JOINT LENGTHS HORIZONTAL BENDS VERTICAL BENDS VALVES NOMINAL PIPE SIZE (IN) 45' BENDS 22.5' BENDS 11.25' BENDS 45' BENDS L(FT) 22.5' BENDS L(FT) 11.25' BENDS L(FT) L(Ff) L(FT) L(FT) VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL L(Ff) UP BEND DN BEND UP BEND DN BEND UP BEND DN BEND 6 12 6 3 12 42 6 21 3 10 101 TEES SEE NOTE 4 REDUCERS RUN SIZE (IN) BRANCH �(�) SIZE (IN) L(FT) SIZE (IN) 8"x6" 44 Notes: ***F.O. = Fitting Only RESTRAINED JOINT DETAIL NTS 'rr� n� v��r r n�v ru e.. vi�n � RIN6 RESTRAINT RI�JG RESTRAINT