Loading...
HomeMy WebLinkAbout173-00 Oversized Plans©m ICI 1 2 3 4 5 6 �v�1ynr�ri�ie �q�r)r �I�ti� 1-o��1Yt�n mor COMMODORE CLUB p�e�w�Q��131�023 ngge , of 10 WHRIGHTSVILLE BEACH YACHT CLUB f� "V 16� a,k I- L, 0 �j VICINITY MAP NTS WRIGHTSVILLE BEACH, NORTH CAROLINA INDEX OF DRAWINGS SHEET NO. SHEET TITLE G-001 COVER SHEET G-002 GENERAL NOTES G-101 EXISTING SITE PLAN G-102 BORING LOGS S-101 SITE PLAN STRUCTURAL DETAILS S-501 LOCATION MAP NTS �a a a M N N d O Q N O Z 0 U D H Z O a .n a) O LL 0 w D U) Y (0 D Q Z _i o �U W L p W �cc Vz _ 0W= Cl) AmQ cc J m ui pvv�i- > U _ Cn 0E- �d Cl w w °z Q U) 0 Cl) O Z OO N O po U Cn W d N 0) c c� ai LL C7 d 9 d w 0 Y U Z = � U 0 z c 2 > CO 3 U Q LL a o c'n a O 0 M w o fn o o L- X 1-1Z w Z U) = r W w ZCDwU LLwrn-' O� N J LL y .:1 Q U I m- 0 E C� 0 =o oFESS j0i(,% i 9' m _ SEAL i • y 30 I A �•p, U N ® SEAL 02.02.2023 Q Z vo Sheet M Reference No. N G-001 a INDEX: 1 OF 6 ME DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING p V 1 EXIST. FLOA' DOCK, SEE NC gm OUTSID BARGE TO DOL GUIDE PILE, TYP, SEE i 7 / i ' EXISTING CROP s FLOA RECONFIGURED BY r r U in , 1 EXIST. CONC Gl PILE, TYP, SEE I EXIST. CON( FLOATING D, SEE NOTE 2 GUIDE PILE SCHEDULE PROVIDED PILE CUT-OFF ESTIMATED PILE BID DRIVEN PILE PILE PILE TYPE ELEVATION TIP ELEV LENGTH TIP ELEV LOCATION LENGTH (NAVD88) (NAVD88) (VLF) (NAVD88) (VLF) 1 20" 0 x5/8" WT +23.0 -39.0 62.0 2 20"0 x5/8" WT +23.0 -39.0 62.0 3 20" 0 x5/8" WT +23.0 -39.0 62.0 4 20" 0 x5/8" WT +23.0 -39.0 62.0 5 20" 0 x5/8" WT +23.0 -39.0 62.0 6 20"0 x5/8" WT +23.0 -39.0 62.0 7 20" 0 x5/8" WT +23.0 -39.0 1 62.0 B1 SITE PLAN S-101 SCALE: 1 "=10' 0 W 0 NOTES: 1. MODIFICATIONS TO THE EXISTING FLOATING DOCK WILL BE REQUIRED TO ACCOMMODATE THE NEW BARGE, INCLUDING RELOCATION OF GANGWAYS. EXISTING DOCK AND EXISTING GUIDE PILE MODIFICATIONS ARE TO BE DESIGNED BY OTHERS. 2. NEW BARGE STEEL GUIDE PILES ARE NOT DESIGNED TO SUPPORT THE FLOATING DOCK SYSTEM. CONTRACTOR SHALL VERIFY THAT EXISTING GUIDE PILES INTENDED TO REMAIN DO NOT INTERFERE WITH THE NEW BARGE GUIDE PILES AND FRAMES. 3. CONCRETE FLOATING DOCK AND GUIDE PILES ARE INTENDED TO REMAIN AS -IS. CONTRACTOR SHALL VERIFY THAT EXISTING CONCRETE GUIDE PILES DO NOT INTERFERE WITH THE NEW BARGE AND BUILDING " C OYN-)rr-N C>c1 o<- e. e, t u�b ► Q� epalre Ck 2 /'Z 2 0' 0' 10, 20' mmommi SCALE: 1 "=10' 0 M0NTFITH 0 � a a M N N o N 0 z 0 U D Z 0 0 U a � w 0 LL 0 W 1 ' W W > F_ z W U) o N z O N N S Cl) N -0 U co CD W N rn c 0 c N LL od O (7 w a a a w O Y U Z � U 0 Z n LL o in a 0 0 Cl) ~ O � O LL N Z � UvuJ j Z U 0o Z C111 N W(=9�U 0 Z —�— LL W Y, t C rd LL LL Z r C 4- 0 E ►► `�N CARp��''.,�. �•�=0�—_SS%0•!���• SEAL 30 7 N• ,• c�, ai►►►�, SEAL 02.02.2023 Sheet Reference No. S-101 INDEX: 5 OF 6 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 E0 IC 3 1 4 5 PILE CAP TOP OF PILE EL +23.0 EL + 21.0 (APPLICATION OF LATERAL LOAD) CL GUIDE PILE EL +16.0 (APPLICATION OF HEALING MOMENT) p 100YR EL +15.0 NAVD88 20" 0 x 5/8" W.T. COATED STEEL PIPE GUIDE PILE vNk\ \)v1M 901v 000 !I L 4 YY1mO M G 1 U v 1 v11►Y (/loll 1-'cht h piovolveo .2121 It I k, M 0 N T E I T H a aCL M N N � O N m 0 Z 0 U _ Z c 0 U c. LL N 0 LL a w to In l0 VLUA I INCH UUL;K z a. q z Q WATERLINE I o 0 MHHW EL +1.73 NAVD88 c''i a J W = I m== a a p MHW EL +1.39 NAVD88 n_ _- ._ a ~ W — �m 0.00 NAVD88 i z 0 O Ow0 Q _ MLW EL -2.60 NAVD88 ° m w _ MLLW EL -2.75 NAVD88 0° J 0 '_ p>U in _ F- lit m MUDLINE, EL VARIES MAX DESIGN EL -9.6 NAVD88 PILE TIP EL -39.0 NAVD88 Al GUIDE PILE S-101 NOT TO SCALE C3� SECTION AT BARGE COLLAR S-101 I NOT TO SCALE A z 1� 1u � o C-j � Z Z Lu c' 1 4 I 5 6 rlDAIA/IAIt� Ce�AI CC CLInIA/AI DACCn nK1')7)II.OA11 nMAIAIIKUl E• EM o w ~o P w Z Q w = a Cl) N Z O M 77 N p N a U y m w d N Im rn c� N LL 1 z n a o o w IL Ix } 0 w U 9_ U z a c 2 00 3 q 0 Y I- U Q (D 9 LL 0 0 0 O M w o o 0 o LL d'N(NOZ Ln .,..... I n Z Za)U LL w `- J t°rs n0� C J LL F LL Z O O_ U C w. w O E ,,�Nurr►4r�+ ��N CARO/�'�,,� 0 •OFESS/p• r� • SEAL _ 30 Rp . '% 1 SEAL I\ 02..02.2023 Sheet Reference No. S-501 INDEX: 6 OF 6 11 9 n2 3 (4) 5 ) 7) 7.5) i (.21 " C 0 T.O. High Roof Steel O w W —30' 2" Z ; > z= O T.O. Low Roof Steel 23'-8! U LVL 2 FF (LOUNGE)AL 12' - 8 1 /4" V T.O. LVL 2 STDL 12'�3" Z O U LVL 1 FF (DINING) 0'- 5 1/2" T.O. Bare W TOP OF BULKHEAD 0 0 (EXISTING TO REMAIN) (f) LVL 0 FF BARGE FLR -8'- 8 3/4" � C BOT. BARGE QG _ -10' - 0 3/4" U U U U O U _ E N Y _ _ Z p O 1TTOM OF ICW 'ORE r W BARGE INSTALLATION `. J cr Y o z JION REGARDING BARGE t JFORMATION REFLECTED IN --+ �U cc W ASSOCIATES, INC. DATED I" ;WATER CONTOUR R ELEVATION. OWNER ) HERE FOR ILLUSTRATION W U S NOT RESPONSIBLE FOR cr- ?ONTAL OR VERTICAL Q ,LL FIELD CONDITIONS of "C) end orr)rrn o 6 ptc C\ u b } aYt)e CvoSs Se -tides iC�Y�parc 6 '1 13 12 3 Pad 5 6 -F \ o z ;o PI N Z 0 Z J g U RHINOFLEX PIPING FROM TRANSITION MANHOLE TO BARGE THROUGH HULL CONNECTION TRANSITION MANHOLE NEW 4" FIRE LINE SCH40 PVC FROM -EX. SPRINKLER RISER I ROOM TO TRANSITION MANHOLE. N /F ZP NO 351, LLC TRACT A—i` MB 69, PG 256 DB 6537, PG 928 PARID: R05714-006-002-000 Alrw 7" nn1u rziu` WATER I IMIr 37 14-000 THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE PJB......... POWER JUNCTION BOX / , DESIGNATED AND OBSERVED APRIL 5, 2022. CONC.....CONCRETE \ 1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE TYP......... TYPICAL LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES, PM ........... POWER METER A PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP \ ASSOCIATES, AND UTILITY PLANS. THE SURVEYOR DOES NOT T TELEPHONE PEDESTAL \ GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH J / AS UTILITIES; TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER r- \A TELEVISION PEDESTAL IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT / \ WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE 0 WATER METER / \ EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE BY THE WATER VALVE / SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES: POWER TRANSFORMER j 2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN (D UTILITY OTHER LOCATED OBJECT \ ACCORDANCE WITH QUALITY LEVEL "B/C" SUBSURFACE UTILITY FIRE HYDRANT ENGINEERING STANDARDS. THIS QUALITY LEVEL DOES NOT i f GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT ``a, UTILITY POLE `I MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD EIR (EXISTING IRON ROD) NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL t UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN NIP j THE SUE LIMITS. — W-- — U/G WATER LOS B 3. USE OF THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S W U/G WATER LOS D / RESPONSIBILITY TO CONTACT "ONE —CALL" PRIOR TO PERFORMING —P— — U/G POWER LOS B / CONSTRUCTION OR EXCAVATION OPERATIONS. P U/G POWER LOS D —TV— — U/G TELEVISION LOS B /( / 4. SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT TV - U/G TELEVISION LOS D PROVIDED FOR OUR USE. SUE DESIGNATIONS WERE PERFORMED - T— ___ U/G TELEPHONE LOS C / WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS. — UNK — — U/G UNKNOWN — — — — -- AREA OUTLINE / '\ r1 s, Uhrne� ��1aI c�►�r1�cn�t�� f f 1 / Q/ / 1 \ f� f % f / e/ / iF J/ e/ I .✓` \ f DOMESTIC �TER y TER PER U f / f .�' x8" TAPPING SLEEVE ND VALVE f ON EX WB WATER MAIN NEW SEWER SERVICE FR EX. MH TO R/W J S 40 PVC "t< SANITARY SEWER \� \ MANHOLE / RIM= 5.00\ / ` INV.= 1.63 / GRAPHIC SCALE 0 5 ( IN FEET ) 1 inch = 10 ft. FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION 75% Design Development MONTEITH CONSTRUCTION COMMODORE CLUB WRIGHTSMLLE BEACH NEW HANOVER COUNTY NORTH CAROLINA UTILITY PLAN RIGHT ANGLE QINEEFUNQ, P.C. 212 PRINCESS STREET &MINGTON, NC 28401 (910) 251-8544 FAX (910) 251-2208 FIRM: C-0829 DATE: 1 /12/23 Scale: 1 "=10' Drawn: NNC Checked: WSL Project No: MN0122 Sheet No: C1 NOTE: FLOATS NOT SHOWN, PUMPS SHIPPED SEPARATELY TO PREVENT SYSTEM DAMAGE. Custom items are non -cancelable once order is placed, 100% restocking fee applies, ISD34-3-191-5 INTRINSICALLY SAFE DUPLEX ALTERNATING PANEL Ll AING CHAIN INCLUDED NOT SHOWN TANK STAINLESS STEEL 3 FLUA I QUICK TREE I(2X) 2" THREADED 13 5/8 ELECTRICAL BULKHEAD if 4 " I N Uff RHGM SS UNMOUNTED (2X) 1-1 /4" STAINLESS STEEL GUIDE RAIL SUPPORT (2X) LIBERTY XLSG204M-2 208V 2HP 3PH EXPLOSION PROOF GRINDER PUMPS _ PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF LIBERTY PUMPS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF LIBERTY PUMPS IS PROHIBITED, Fiberglass Tank dimension tolerance(s): +/- 1' APPLICATION I DO NOT SCALE DRAWING a1d7" EPS100868 42X48 DUPLEX XLSG204M-2 1-1/4 PVC _ VALVE PVC PIPE SCH80 'C TEE /4" SCH80 OW 1 JJ bAN GUIDE RAIL CROSS SUPPORT 048" EL BLANK COVER 2" N P T FEMALE THREADED DISCHARG COUPLING 12" DISCHARGE DEPTH I 14CK_VVNEPS" 1-1 /4" SCH80 PVC PIPE (2X) LIBERTY PUMPS GR20NS GUIDE RAIL BASE 048" FIBERGLASS ANTI —FLOAT SCALE 141 F-P,�innRrR LEGEND 53 MZ A DATE: 1 /5/2023' =LEQ+4 t DRWN. R.CLARK ISHET 1 IF 1 t t a \ ` ` t 12'-5 1 /2" OPENING EIP......... EXISTING IRON PIPE PKF........ PK NAIL FOUND U/G UNDERGROUND ~ ......... EOI......... END OF INFORMATION 1 � � EORI....... END OF RECORD INFORMATION UNK .......UNKNOWN / SUE NOTES: FDC ........FIRE PROTECTION THE DEPICTED DASHED UTILITY LINES SHOWN HEREON WERE PJB......... POWER JUNCTION BOX DESIGNATED AND OBSERVED APRIL 5, 2022. CONC..... CONCRETE � " � -` FOR 1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE TYP......... TYPICAL - � - _ _ - - _ - LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES, PM ........... POWER METER PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY ESP ASSOCIATES, AND UTILITY PLANS. THE SURVEYOR DOES NOT 0 TELEPHONE PEDESTAL GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER TELEVISION PEDESTAL IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT O WATER METERT o WARRANT THAT ALL UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, NO EXCAVATIONS WERE MADE BY THE (9 WATER VALVECq GRAPHIC SCALE 1 L 2 SURVEYOR TO LOCATE ANY BURIED UTILITIES OR STRUCTURES. ® POWER TRANSFORMER e o a e "� WRIGHTSVIL 2. ALL UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED IN "B/C" O UTILITY OTHER LOCATED OBJECT _� ACCORDANCE WITH QUALITY LEVEL SUBSURFACE UTILITY FIRE HYDRANT ( IN FEET ENGINEERING STANDARDS. THIS QUALITY LEVEL DOES NOT GUARANTEE THE LOCATION OF ALL UNDERGROUND UTILITIES THAT r..; UTILITY POLE 1 Inch = 6 ft. MAY EXIST WITHIN THE SUE LIMITS. THIS SUE SURVEY SHOULD EIR (EXISTING IRON ROD) NOT BE RELIED UPON AS A COMPLETE DEPICTION OF ALL UNDERGROUND UTILITY APPURTENANCES THAT MAY EXIST WITHIN C NIP THE SUE LIMITS. - ---- — W— — U/G WATER LDS B W - U/G WATER LOS D 3. USE OF THIS SUE SURVEY DOES NOT NEGATE ANY PARTY'S ®p � � U/G POWER LOS B 6 RESPONSIBILITY TO CONTACT "ONE --CALL" PRIOR TO PERFORMING p U/G POWER LOS CONSTRUCTION OR EXCAVATION OPERATIONS. —TV— — ®--- U/G TELEVISION LOS B 4. SIZE AND MATERIAL INFORMATION WAS REQUESTED BUT NOT TV U/G TELEVISION LOS D Q PROVIDED FOR OUR USE, SUE DESIGNATIONS WERE PERFORMED — T — U/G TELEPHONE LOS C WITHOUT THE BENEFIT OF SUBSURFACE UTILITY RECORDS. — UNK — — U/G UNKNOWN — -- — AREA OUTLINE REV NO. DESCRIPTION DATE REVISIONS %t �ommodcc Ctivt� i� — Ne, pa ire cl 2-5 ?a ojr1 a -F 10 METER SETTER WITH STAINLESS STEEL STIFFENERS 5/8"x3/4" METER OR 1" METER Z ¢ SINGLE METER BOX 1" LINE SINGLE SERVICE --4 CURB STOP 18" MAX. 3" FROM I CORPORATION STOP SETTER r WITH STAINLESS 3 STEEL STIFFENERS PLAN 1 METER SETTER PAVED METER BOX STREET EXISTING GRADE BEDDING, s" MIN. 9MAX. AS SPECIFIED - - - - CURB STOP SERVICE LINE, BY CUSTOMER 30 ... fn 3" CLEAN FILL ALL AROUND LINE 1" SERVICE LINE. CTS-PE TUBING, WATER MAIN SDR 9 ASTM D2737 (TYP.) CORPORATION STOP (SEE ABOVE) SECTION NO NONQES.JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN. 2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY. 3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS 30B AND AASHTO H2O LOAD RATING STANDARDS. 4. WATER SERVICE LINE SHALL TERMINATE 18' WITHIN RIGHT-OF-WAY LINE. 5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 6. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX, DETAIL: DETAIL NO: +� SINGLE WATER SERVICE CONNECTION - ' CAPE FEAR PUBLIC UTILITY AUTHORITY tar-'1 TYPICAL SHORT-SIDECONNCCTION 235 GOVERNMENT CENTER DRIVE YY CFPUA GETAIL DATE. WILMINGTON, NO 28403 SHEET NO. SCALE NOT TO SCALE 01/0NMI OFFICE::(910)3.32-656D 1/2022 Stewardship. Sustainability. Service. FINAL GRADE /-FINAL GRADE TI f t.UYLM GREATER ,� COVER CL j BETWEEN THAN OR 6- 12 FT. EQUAL TO 12 FT. 6„ MIN. 6" MIN. ..._ CL II ' SEWER O. D. CL I SEWER Q.Q. + WATER O.D. FORCE MAIN O.D. CL r 4" MIN. 4" MIN. 1/2- TYPE A TYPE B O.D. FINAL GRADE R..n_ f I '-Cxs�rrscaS FINAL GRADE l h COVER ' COVER BETWEEN BETWEEN 3-6 FT. 3-6 FT, 6" MIN. 3' MIN. SEWER O.D. CL II/I1I , f, f SERVICE LINES O.D. + WATER O.D. CL L/11 +` \ (1"-4" NOMINAL) FORCE MAIN O.D. CL 1 4 MIN. ` ' \ 3" MIN. TYPE S -T TYPE C O.D. COMPACTION NOTES: 1. ALL ZONES: 95% STD EFFORT PER ASTM D698, EXCEPT AS STATED IN COMPACTION NOTE 2. 2. 12" SUBGRADE UNDER PAVEMENT: 98% STD EFFORT PER ASTM D698. 3. BEDDING REQUIREMENTS FOR SEWER FORCE MAINS AND WATER MAINS WITHIN TYPE A THROUGH TYPE S CONDITIONS, SHALL BE FOLLOWED IF IT HAS BEEN DETERMINED THAT UNSUITABLE SOILS EXIST WITHIN THE EXCAVATED TRENCH. OTHERWISE BEDDING FOR SEWER FORCE MAINS AND WATER MAINS MAY BE CLASS I OR CLASS II. DETAIL: �DE�TTAIIIL NO: PIPE EM1AEEDNIENT TYPES CAPE FEAR PUBLIC UTILITY AUTHORITY Y Y S-4 235 GOVERNMENT CENTER DRIVE CFPUA DETAIL DATE: WILMINGTON, NO 28403 SHEET NO'. SCALE: NOT TO SCALE ovav2022 OFFICE: (910)332-6560 Stewardship. Suslainability. Service. 18" METER SETTER WITH STAINLESS STEEL STIFFENERS 1 I _ CURB STOP 1 SINGLE METER BOX 5/8"x3/4" METER 1 OR 1" METER 1� �Z ' ©5; 5' MIN. I 9" MAX. (TYP.) EXISTING CS 'Ww w a GRADE 36" MIN. CURB STOP t 1" LINE SINGLE SERVICE CORPORATION STOP WITH STAINLESS STEEL STIFFENERS. PLAN VIEW DITCH-' 1" SERVICE] LINE, BORED AS REQUIRED SECTION NOTES; 1. NO JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN. 2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY, 3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS 30B AND AASHTO H2O LOAD RATING STANDARDS 4. WATER SERVICE LINE SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" WITHIN RIGHT-OF-WAY LINE. 5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 6. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX. DETAIL' DETAIL NO: SINGLE WATER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY `Al�r� LONG -SIDE 235 GOVERNMENT CENTER DRIVE YYYY LL WILMINGTON, NO 26403 CFPUA DETAIL DATE � SHEET PJO. SCALE: NOT TO SCALE - 0110112022 Stewardship.5ustai abilty,Servlee OFFICE: (910)332.6560 PAVED AREA UNPAVED AREA LID FLUSH W/ FINISHED GRADE PAVEMENT REPAIR AS REQUIRED-,,,- 3'-0" MIN. LID MARKED "WATER" (WATER MAINS) LID MARKED "SEWER" (FORCE MAINS) -PRECAST CONCRETE COLLAR FINISH GRADE TO REVEAL jLINE ON COLLAR 1 -SCREW TYPE VALVE BOX W/LID fi DETECTION TAPE TRACER WIRE M.J. GATE VALVE NOTES: 1. TRACER WIRE SHALL PENETRATE VALVE BOX THROUGH DRILLED HOLE APPROX. 6" BELOW GRADE WITH MINIMUM 2-FEET EXTRA LENGTH COILED IN THE VALVE BOX. SEE WS-6. DETAIL: GE`� L '1C VALVE DETAIL CAPE FEAR PUBLIC UTILITY AUTHORITY � WS5 235GOVERNMENT CENTER DRIVE Y Y ��77 CFPUA DETAIL DATE: VJILMINGTON, NO 26403 SH',EE- 1.-' SCALE: NOT TO SCALE 01101 f2022 OFFICE: (910)332-6560 - Ste•:ardship. Suslainability. Service. PRECAST CONC. METER VAULT I --5' MIN. DIP 6" BASE `#57 STONE "-SOLID BASE METER VAULT SECTION A -A DOOR FRAME DRAIN 8 i" 5' MIN. DIP-] ] GATE VALVE W/ HAND STRAINER BASKET ASSEMBLY WHEEL, TYP. OF 3 IF A 4x3 REDUCER IS WATER METER WITH CELLULAR ENDPOINT REQUIRED IT MUST BE INSTALLED INSIDE THE UNIFIT WIDE RANGE ADAPTER METER VAULT 6' MIN. ON ALL FLANGES FROM WALLS A 8" MIN. _ --I * F� A UPSTREAM I - _T WA FLOW--�.- 24 DOWNSTREAM ALUM. DOOR & FRAME W/ STAINLESS 18" MIN. STEEL SLAM LOCK ' NOTES:. DDO 1OR OPENING MUST CLEAR ALL ` COMPONENTS. PRECAST CONC. 2. MUST MEET H2O LOADING REQUIRED METER VAULT BYPASS UNIFIT WIDE IF IN TRAFFIC AREA. RANGE ADAPTER IS 3. FOR VAULTS GREATER THAN 5 FEET BOLTED DIRECTLY TO DEEP PROVIDE AN ALUMINUM VALVE, ONLY ONE PExFLG ACCESS LADDER w/ SAFETY Meter Size By -Pass Size PIECE OF PIPE EXTENSION AND NON-SKID RUNGS A 12- o/c ANCHORED TO THE 3" a" METER VAULT PLAN WALL. 4" 4" REFER TO MSM FOR SPECIFICATIONS RELATED TO 6" 4" WATER METER, STRAINER AND CELLULAR ENDPOINT 8" 4" * UNFIT WIDE RANGE ADAPTER IS BOLTED 1W. 6' DIRECTLY TO METER, ONLY ONE PExFLG PIECE THAT IS 3 TIMES THE PIPE DIAMETER. 12" 8" DETAIL ,, DETAIL NO'. E - R PUBLIC UTILITY AUTHORITY COMMERCIAL WATER SERVICE CAPE FEAR i� q W-4- 3.INCH AND LARGER METERS DRIVE 235 GOVERNMENT CENTER DR Y CFPUA. DETAIL DATE � WILMINGTON, NO 28403 OFFICE: (910)332-6560 SHEET NO: SCALE'. NOT TO SCALE 01l61l2022 Stewardshi-. S sla rabll.,.. service. EXISTING GRADE TRACER WIRE SHALL PENETRATE VALVE BOX (MAX, HOLE SIZE I") APPROXIMATELY 6" BELOW GRADE WITH MIN. 2' EXTRA LENGTH COILED IN THE VALVE BOX TRACER WIRE LOCATOR BOX (1,000' MAX. INTERVAL) MAIN PIPE ATTACH TRACER WIRE TO FITTING USING ADHESIVE TAPE (TYP.) `SCREW TYPE VALVE BOX GATE VALVE /r `'-WATER MAIN/ LDUCTILE IRON FORCE MAIN TEE FITTING. TRACER WIRE PIPE ATTACH TRACER WIRE USING DUCTILE IRON CROSS ADHESIVE FITTING (ATTACH TRACER TAPE (TYP) WIRE USING ADHESIVE TAPE) -"--INSTALL DETECTION TAPE i ON ALL PRESSURE PIPING NOTES: 1. TRACER WIRE SHALL BE INSTALLED PER THE CFPUA MSM. 2. WIRE SHALL BE STRAPPED TO ALL PVC PIPING WITH ADHESIVE TAPE AT 12 FOOT INTERVALS. 3. SECURE WIRE TO ALL TEE AND CROSS FITTINGS WITH ADHESIVE TAPE. 4. ALL SPLICES IN THE WARE SHALL BE MADE WITH 3M DBR DIRECT BURY SPLICE KITS. 07TAI1_ DETAIL NO'. TRACER WIRE DETAIL GAPE FEAR PUBLIC UTILITY AUTHORITY �/��S -V �+ YY 2�L5 GOVERNMENT CENTER DRIVE WILMINGTON, NO 28403 OFFICE: (910)332-6560 SCALE '-,_ TO SCALE C=FJA GETAIL CA-E SHEET NO: �= .-- SEE NOTE 8 i DI FLANGE CONNECTIONS ONLY 90, ELBOW 1' MIN,/ 18" MAX. PUMPING AND HOSE FIRE HYDRANT CONNECTION EQUAL TO CFPUA STANDARD WITH 5" STORZ CONNECTION FACING ROADWAY BREAK RING, 2 MIN./6" MAX. ABOVE FINISHED GRADE 24"x 24%4" COMPACTED THICK CONCRETE BACK FILL COLLAR SCREW TYPE VALVE BOX W/LID, LID MARKED "WATER" MINIMUM DEPTH 6" M.J. GATE VALVE E(SEE NOTE 4) (OPEN LEFT) NOTE b SEE NOTE 3 3' MIN. VARIES. 01 PIPE FIELD APPLIED JOINT RESTRAINT (SEE NOTE 1) X"x6. 57 STONE FILL 7 CF MIN.) MJ TEE NOTES 1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI. 2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS, 3. CONTINUOUS 316 STAINLESS STEEL RODS (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE USED WITH COR-BLUE MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE. 4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS, 5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN. 6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR JOINTS WITHIN 10-FEET OF MJ TEE. 7.. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH 2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT. B. HYDRANT TO UTILIZE A VERTICAL SHOE WHEN INSTALLED 5' IN DEPTH OR GREATER. DETAIL DETAIL NC: FIRE HYDRANT ASSEMBLY CAPE FEAR PUBLIC UTILITY AUTHORITY e� M23 GOVERNMENT CENTER DRIV -j5YY C WILMINGTON NO 26403 CFPUA DETAIL DATE SHEET NO SCALE: NOT TO SCALE 01101l2422 OFFICE: (910)332-6560 _ Stewardship. Sustainability. Service, CONCRETE THRUST-' AREA AS REQUIRED FOR 150 PSI BOND BREAK WITH 10 MIL. PLASTIC OR 15 LB. ASPHALTIC FELT 4 TEST PORT r-GATE/TAPPING VALVE TOP VIEW TAPPING SLEEVE SIDE VIEW VALVE r-MJ FITTING NOTES : 1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. 2.. PIPE & FITTING TO BE WRAPPED IN 10 MIL PLASTIC OR 15 LB. ASPHALTIC FELT PRIOR TO THRUST BLOCK BEING POURED. 3. TEST PRESSURE SHALL NOT BE APPLIED FOR A MINIMUM OF 7 DAYS AFTER THRUST BLOCK PLACEMENT. 4. BRANCH SHALL NOT EQUAL RUN DIAMETER UNLESS APPROVED BY CFPUA ENGINEERING. DETAIL: 0 D=TI L'd^ TAPPING SLEEVE AND VALVE ASSEMBLY t4".24„I CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, INC 28403 OFFICE: l910)332-6560 SMI �� 11111.1 OBI k/. �7'_I Y.)Ill:j ­ , I._ es+ WS-9 7 SCALE: NOT TO SCALE CFPUA DETAIL DATE 01 ra 1 rzu22 Z R/W -PUBLIC I PRIVA' ws-s (TYP)I VALVE BOX WLABELED WATER` (TYPICAL) 1` II II II II II II �qi/,t777 , SM ZIA f THREADE R TAP MAI IC FIR As REQUIRED 17, 2" SQUARE MJ GATE I OPERATING VALVE NUT GATE S-0' VALVE (TYP) DI OR C900 MAX. FABRICATED STAINLESS STEEL TAPPING SLEEVE OR MJ CUT --IN SLEEVE AND TEE SEE WS-9 DI E4119N'OF FLOW DO OUTDOOR INSTALLATION PRIVATE FIRE MAIN (SIZE VARIES) NOTES: 1. A GATE VALVE IS REQUIRED AT THE CFPUA FIRE MAIN TAP LOCATION. 2. WHEN THE FIRE MAIN IS FROM OPPOSITE SIDE OF NC -DOT ROAD OR CITY STREET, A SECOND VALVE IS REQUIRED 18" INSIDE PUBLIC R/W. 3. IF TAPPING VALVE IS LESS THAN 5-FEET FROM R/W THEN SECOND VALVE AT R/W 15 NOT REQUIRED. GETAIL: L DETAINO: FIRE MAIN CONNECTION CAPE FEAR PUBLIC UTILITY AUTHORITY Y Y �O 235 GOVERNMENT CENTER DRIVE YV WILMINGTON, NO 28403 CFPUA DETAIL DATE SHEET NO: SCALE; NOT TO SCALE OFFICE: (910)332-6560 Otl012022 Stewardship. Su t inability. Service. GATE VALVES REQUIRED ON EACH SIDE OF THE CROSSING. NO SERVICES ARE PERMITTED BETWEEN THE VALVES. SEE STORM ( '' 3' MIN. NOTE - -DRAIN MAX I D.I.P. OR C900 (TYP-) SEE NOTE 3 45' BEND -D.I.P. OR (D.I.P.) C900 (TYPICAL) 10' MIN. 10' MIN. RESTRAINED JOINT AS REQUIRED BY CONFIGURATION, SOILS TYPE, PIPE DIAMETER, AND TEST PRESSURE (SEE SCALED PLAN). NOTES: 1. ALL BURIED PIPES, VALVES AND FITTINGS SHALL BE RESTRAINED. 2. MINIMUM DEPTH OF COVER SHALL BE 30". a. IN DOT R/W, MINIMUM OF 36" DEPTH REQUIRED. !a. IF 30" DEPTH OF COVER CANNOT BE ACHIEVED, THEN PRESSURE CLASS 350 DIP SHALL BE USED. PRIOR APPROVAL FROM CFPUA AND PWS REQUIRED. c. MINIMUM DEPTH OF COVER OF 24' WHEN INSTALLING DIP. d. REFER TO 15A NCAC 18C AND 15A NCAC 2T FOR REQUIREMENTS GOVERNING STORM DRAIN AND PRESSURE MAIN SEPARATIONS. e. REFER TO CFPUA DETAIL WS-12 FOR STRUCTURAL BRIDGING REQUIREMENTS WHEN CROSSING UNDERNEATH A STORM DRAIN. 3. INSTALL CASING PIPE (PER WS-8) AT THE CROSSING IF THE TOP OF THE MAIN IS 6' OR GREATER BELOW GRADE. THE CASING WILL NEED TO EXTEND A MINIMUM OF 2' PAST THE OUTSIDE WALL OF THE STORM DRAIN. DETA.L DETAIL NO: PRESSURE MAIN DITCH AND CAPE FEAR PUBLIC UTILITY AUTHORITY YPS 10 C STORM DRAIN DITCH .,rROSSIh1G-GF 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 29403 C=PUA GETAD_ D:+.TE SHEET NO: SCALE: NO �. r TO SCALE OFFICE:(910)332-6560 01J011207= Stewardship_ S�stalnahility. Service_ FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION 75% Design Development o o MONTEITH CONSTRUCTION 'DATE /9/23 57 COMMODORE CLUB Stole: p, AS SHOWN WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA prawn: NNC Checked: WATER DETAD w SL Project No: MN0122 RIGHT ANGLE ENG ANEERINGI, P.C. 212 PRINCESS STREET WILMINGTON, NC 28401 (910) 251-8544 FAX (910) 251-2208 FIRM: C-0829� Sheet No: D1 ar B ¢5" # * EXISTING 3" B MIN GROUND 18" MIN. 10" do SMALLER PIPE A A SECTION X :K BENDS &TEES PLAN BENDS MIN. A I A X PLAN TEES 1 THRUST BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL INSTALLATIONS WHERE DESIGNED BY ENGINEER AND APPROVED BY CFPUA. 2. ALLOW 7-DAY MINIMUM CONCRETE CURE TIME BEFORE PLACING LOAD ON THRUST BLOCK 3. BASED ON 150 PSI TEST PRESSURE AND 2,000 PSF SOIL BEARING CAPACITY. 4. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. 5. PIPE & FITTINGS TO BE WRAPPED IN 10 MIL PLASTIC PRIOR TO THRUST BLOCK BEING POURED, DETAIL: THRUST BLOCK CFPUA DETAIL DATE: SCALE: NG-1TO SCALE 01101I2022 DETAIL NO, CAPE FEAR PUBLIC UTILITY AUTHORITY 235GOVERNMENT CENTER DRIVE YY67 �7 W S-1 3 WILMINGTON, NO 28403 SHEET NO: OFFICE: (910)332.6560 Stewardship. Sustainability. Service. MANHOLE INSERT WHERE 24" C.I. MH FRAME AT GRADE OR IN PAVEMENT & COVER TOP TO TYPE S MORTAR BE FLUSH WITH STREETS, WALKS OR RESIDENTIAL AREAS. FINISHED GRADE BRICK OR PRECAST LEVELING. RINGS (8" MAXIMUM) TEE - (FOR FORCE MAIN USE MANHOLE COATINGS 90' ELBOW W/ RESTRAINED PER DRAWINGS AND JOINTS W/ 3 MIN. COVER) SPECIFICATIONS CUT TO PROVIDE MAINTENANCE (NO MORE THAN HALF) r INFLUENT PIPE I STAINLESS STEEL STRAPS & (��P ANCHORS (TO BE SPACED 0 60" BETWEEN STRAPS). SEE 3'-0' S-6 FOR "STRAP DETAIL" MINIMUM - BARREL DIAMETER %;, PVC DROP PIPE TO BE SAME 5-0 MINIMUM, SIZE AS INFLUENT PIPE UNLESS OTHERWISE TRANSITION IF NECESSARY AT NOTED ON PLANS THE TEE FOR INFLUENT 8" OR LARGER PLACE THE LOWER BEND AT Y4. BEND ELEVATION SHOWN ON 4 THE DIA DRAWINGS. END OF DROP PIPE OF LARGEST SHALL BE GROUTED INTO SEWER PIPE BENCH AND CUT AT ANGLE OF BENCH. END OF DROP SHALL NOT PROTRUDE INTO FLOW NON -SHRINK R , CHANNEL. GROUT FLEXIBLE ✓ / 3,000 PSI CONCRETE 28 JOINT 'WRAP ��; ., �i,?I>�/ti ��%``rr�/\�1 DAY STRENGTH FOR (EXTERIOR) BENCH NON -SHRINK NOTE: FLEXIBLE GROUT PLAN VIEW OF MANHOLE INTERIOR REQ'D FOR MULTIPLE JOINT SEAL TYPICAL FOR (INTERIOR) DROPS, INCLUDING SERVICE DROPS OR DROPS GREATER ALL JOINTS THAN 10" DIAMETER. NOTES; 1. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT ALLOWED. 2. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. FOR MORE THAN 30" INSIDE DROP el DETAIL. DETAIL %0: DROP MANHOLE SECTION CAPE FEAR PUBLIC UTILITY AUTHORITY S-3 236 GOVERNMENT CENTER DRIVE CFPUA DETAIL DATE: WILMINGTON, NC 2840S SHEET NO. SCAL E. NC T TO SCALE Owl OFFICE: (910)332-6860 01 l01 /2022 Stewardship. Sustainability. Service. GAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES' 1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2. SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES. STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS, 3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. 4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS, 6. NO FLEXIBLE COUPLINGS SHALL BE USED. 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10. UNUSED SERVICES SHALL BE ABANDONED, ABANDONED WATER SERVICES SHALL BE DISCONNECTED FROM MAIN. 11. A MINIMUM OF 1IT OF MAIN LINE, 5' UPSTREAM AND 5' DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES, CORING THE MANHOLE CONE IS NOT PERMITTED 14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE, DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. DETAIL, DETAIL NO. STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY W��� FC=norP_ankra-Forn __Ts} 235 GOVERNMENT CENTER DRIVE Y9 WILMINGTON, NC 28408 CFPUA, DETAIL DATE:0=1 SHEET NO: SCALE: NOT TO SCALE 01101M22 OFFICE: (910)332-6560 Stewardship. Sustainability. Servire. 1/4" NON -CORROSIVE MESH INSECT SCREEN - EXTEND VENT 2'-0" AE 100 YEAR FLOOD ELEV. Y4' x 2" 316 SST STRAPS 2'-0" C.C. FROM BOTTOM. 2-,Y4" x 3' SST ANCHOR BOLTS PER STRAP 1 1'-0" FILL PIPE WITH T- TYPE "S" MORTAR 4" DIAMETER SCH. 40 ALUMINUM PIPE OR STAINLESS STEEL NOTES: 1. ALTERNATIVE VENTING METHODS AS APPROVED BY CFPUA ARE REQUIRED AT RESIDENTIAL LOCATIONS. 2. VENT MANHOLES SHALL BE PLACED AT PROPERTY CORNERS. -ETAIL DETAIL NO: STANDARD VENT MANHOLE SECTION CAPE FEAR PUBLIC UTILITY AUTHORITY C -4 a 235 GOVERNMENT CENTER DRIVE _FFU4 DETAIL DATE: WILMINGTON, NC 284U3 OFFICE:(910)332-6560 SHEET NO: SCALE: NOT TO SCALE -.11'020220=11 '� Steroardship. Sustainability. Servlca R/W ASSE 1060 STANDARD PRIVATE I PROTECTIVE ENCLOSURE "" I I 12" MIN. I FROM ANY I WALL I � � 1 I M 12" IN. SUPPORT 60" MAX. DIRECTION OF FLOW "N NIP OUTDOOP INSTALLATION NOTES: 1. MUST BE MIN. 36" AWAY FROM ANY ELECTRICAL PANEL, 2. VALVE REQUIRED DOWNSTREAM OF BACKFLOW ASSEMBLY, 3, VERTICAL INSTALLATION SHALL BE DESIGNED AND SUBMITTED TO CFPUA EMD FOR APPROVAL. 4. LOCATE AS CLOSE TO THE RIGHT-OF-WAY AS POSSIBLE. 5. INDOOR INSTALLATIONS MUST BE APPROVED BY CFPUA. 6. MUST COMPLETE CFPUA'S BACKFLOW INSTALLATION FORM. CONTACT COMMUNITY COMPLIANCE AT 910-332-6558 OR VISIT WWW.CFPUA.ORG/COMMUNITYCOMPLIANCE AND COMPLETE THE ONLINE FORM, 7- ONLY IN -LINE TESTABLE ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS CONNECTION CONTROL OR ASSE SHALL BE ACCEPTED. DETAIL: DETAIL NO: DOUBLE CHECK VALVE ASSEMBLY CAPE FEAR PUBLIC UTILITY AUTHORITY C RA-2 Im 235 GOVERNMENT CENTER DRIVE C1IYY11 CFPUA DETAIL DATE'. WILMINGTON, NC 280M OFFICE;(910)332-6564 SHEET NC - SCALE: hJOTTOSCALE 01,1012022 0=1 Stewardship. Fuslairabdity. Service. CAST IN RUBBER BOOT WITH SST. CLAMPS (TYP. ALL MH CONNECTIONS) EXTENDED BASE, AS SPECIFIED VOID IN MANHOLE BOOT TO BE FILLED WITH S TYPE MORTAR ' I I m I / �4' PIPE DIA, SMOOTH, LONG SECTION A -A + RADIUS BENDS 's NO JOINTS FOR PIPE WILL BE ALLOWED IN WALL SECTICN DETAIL -ETAIL NO: MANHOLE FLOOR PLAN CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE a7 S-5 SCALE: NOT TO SCALE CFPJ.� --ETAIL DATE: 0=1 YA LMI NGTON NC 28403 OFFICE:(9101332-55,30 SHEET NG 1 c:: . Sostainab ry S;r.i_.e. R/W PUBLIC `PRIVATE WS-5 (TYP) VALVE BOX W/UD LABELED I "WATER" (TYPICAL) I I F I'-G"] -4 REDUCER & } THREADED TAP FIRE \ AS REQUIRED 2" SQUARE MJ CATE I OPERATING VALVE NUT GATE 3'-0" VALVE (TYP) DI OR C90G MAX. FABRICATED STAINLESS STEEL TAPPING SLEEVE OR MJ CUT -IN SLEEVE AND TEE SEE WS-9 IMIIIIi OF FIDW 100 OUTDOOR INSTALLATION. PRIVATE FIRE MAIN (SIZE VARIES) NOTES: 1- A GATE VALVE IS REQUIRED AT THE CFPUA FIRE MAIN TAN LOCATION. 2. WHEN THE FIRE MAIN IS FROM OPPOSITE SIDE OF NC -DOT ROAD OR CITY STREET, A SECOND VALVE IS REQUIRED 18" INSIDE PUBLIC R/W, 3. IF TAPPING VALVE IS LESS THAN 5-FEET FROM R/W THEN SECOND VALVE AT R/W IS NOT REQUIRED. DETAIL I ime DETAIL NO. FIRE MAIN CONNECTION CAPE FEAR PUBLIC UTILITY AUTHORITY W-LI n 235 GOVERNMENT CENTER DRIVE LJ WILMINGTON, NO 28403 CFPUADETAILDATE SHEE7NO SCALE: NOT TO SCALE 01l01C'022 OFFICE; 491 D) 332-6560 Stewardship. Sustainability, Service. VOID IN MANHOLE BOOT TO BE FILLED WITH S TYPE MORTAR Av, IINFLUENT PIPE LCW FI f. SHAPE INVERT WEDGE ANCHORS G SST LOCKING -' NUT/WASHER G Y4" SST PLATE DROP PIPE -+- }" SST RODDING TIGHTEN NUTS TO HOLD DROP PIPE FIRM AND IN PLACE (DO NOT OVER TIGHTEN) NOTE: ALL PARTS TO BE 316 SST. DETAIL DE`411- NC DROP MANHOLE FLOOR PLAN CAPE FEAR PUBLIC UTILITY AUTHORITY ;S. 6 AND STRAP DETAIL 235 GOVERNMENT CENTER DRIVE CFPUADETAIL DATE WILMINGTON. NC 234D3 OFFICE: 010)332-6560 SHII C. SCALE: NOT TO SCALE 01lC1/2022 " ate+Hardship. Sustainability. Service. z ® Lu C3 N � o Z U 0 REV NO. DESCRIPTION _ DATE REVISIONS Wr�\, `�C� S v A `iii 'I Commodo�C OTHER MANHOLE INSERT WHERE AT GRADE OR IN PAVEMENT TYPE S MORTAR FINISHED GRADE ­,, BRICK OR INTERNAL LINING SYSTEM PRECAST LEVELING 24�: RINGS (8" MAXIMUM) 5" MIN. WALL THICKNESS "I-� PRE CAST ECCENTRIC TOP MH STEP FOR 4' DIA. BARREL (TYP} GROUT INSIDE & OUTSIDE 6" MIN. WALL THICKNEss-i WITH APPROVED FOR 5' DIA. BARREL NON -SHRINKING GROUT VON -SHRINK GROUT OR FLEXIBLE JOINT WRAP (EXTERIOR) NON GIRD FLEXIBLE4 (INT JOINT SEAL TYPICAL FOR ALL JOINTS MANHOLE IN ACCORDANCI WITH ASTM C478 'PRECAST BARREL SECTIO {4' LENGTH MAX.) /✓ 6" EXT. BASE FOR 4' DIA. MH; 8" EXT. BASE FOR 5' DIA. r 1 , AND 17FE _�-. MH, MONOLITHICALLY SLOPE=1"/FT MORTAR SLIDE CAST WITH BASE �- SECTION. EXTENDED BASE NOT REO'D FOR �4 THE DIA. ! j MANHOLES LESS OF LARGEST �1 THAN 8' DEEP SEWER PIPE. 6" MIN. a 3" MIN. r " 3,000 PSI CONCRETE COMPACTED SUBGRADE 6" MIN. STONE 28 DAY STRENGTH FOR NOTES: BEDDING FOUNDATION BENCH 1. FOR MANHOLES UP TO 12 FEET IN DEPTH MINIMUM BARREL DIAMETER SHALL BE 4 FEET. MANHOLES GREATER THAN 12 FEET IN DEPTH SHALL BE A MINIMUM OF 5 FEET IN DIAMETER. 2, PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE CF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT ALLOWED. 3. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. FOR LESS THAN 30" INSIDE DROP DETAIL: DETAIL NO: PRECAST CONCRETE MANHOLE SECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY t� �i -1 ECCENTRIC CONE 235C,OVERNMENTCENTER DRIVE , CFPUA DETAIL DATE, WILMINGTON, NC 28463 SHEET NO: SCALE'. NOT TO SCALE 01 f0112022 OFFICE: (910)3.32-&560 Stewardship. Sustainability. Service. FLOW SEWER MAIN 45' COMBINATION WYE �� I 18" LG. NIPPLE & GLUED CAP LATERAL WYE C.I. BOX & COVER BEDDING (SEE WS-4) TRENCH WIDTH PLAN LANDSCAPE TIMBER STREET Of / C.I. BOX 10 & COVER 1 „ N LJ EXISTING OR PROPOSED WATER OR GAS MAIN TRACING WIRE SHALL BE STRAPPED TO SEWER SERVICE WITH ADHESIVE TAPE AT 12' INTERVALS AND EXTENDED A MINIMUM 2' OUTSIDE VALVE BOX UNDISTURBED ANGLE TRENCH AS or WALL SEWER MAIN SECTION L7 /r�//i/,4 l' o o v M Zmr(n �V)o 2" MIN. 18" LG. NIPPLE & GLUED CAP BEDDING AS SPECIFIED LATERAL COMBINATION WYE ..--MAX. 45' LONG SWEEP AS REIM `BEDDING (SEE WS-4) 1. SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP, NTH PROTECTIVE LINING. 3. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 4, FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO MAIN. 5. A MINIMUM PIPING LENGTH OF 1' 6" SHALL BE USED BETWEEN FITTINGS. DETAIL: DETAIL NO'. SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY 9 SHORT -SIDE 236 GOVERNMENT CENTER DRIVE CFPUA DETAIL DATE WILMINGTON, NO 28403 0=11 SHEET NO' SCALE: NOT TO SCALE OFFICE: (910)332.6560. 01101l2022 _ Stewardship, Suss ainability. Service FOR REGULATORY REVIEW - NOT FOR CONSTRUCTION 75% Design Development MONTEITH CONSTRUCTION COMMODORE CLUB WRIGHTSMLLE BEACH NEW HANOVER COUNTY NORTH CAROLINA WATER AND SEWER DETAILS RIGHT ANGLE ENCWNEERIN 3, P.C- 212 PRINCESS STREET WILMINGTON, INC 28401 (910) 251-8544 FAX (910) 251-2208 FIRM: C-0829 DATE: 1 /9/23 Scale: AS SHOWN Drawn: NNC Checked: WSL Project No: MN 0122 Sheet No: D2 18" LG. NIPPLE SEWER MAIN & GLUED CAP 45' ELBOW -\ LATERAL -/ C.I. BOXJ BEDDING & COVER (SEE WS-4) PLAN TRENCH LANDSCAPE WIDTH TIMBER C.I. BOX TRACING WIRE SHALL BE STRAPPED & COVER TO SEWER SERVICE WITH ADHESIVE _ TAPE AT 12" INTERVALS AND C, z EXTENDED A MINIMUM 2' OUTSIDE VALVE BOX STREET DITCH -� -- La UNDISTURBED f' o TRENCH WALL C) f EXISTING OR ti PROPOSED N WATEROR GAS MAIN Q v 24" MIN. MIN. GLUED CAP-' 1 MAX, 45' LONG BEDDING AS LATERAL SWEEP AS REQ'D.- SPECIFIED SEWER SERVICE COMBINATION VARIABLE SLOPE A" PER FT MIN. CONNECTION WYE SEE S-11 SECTION BEDDING (SEE WS-4) NGLE A REQ'D SEWER MAIN NO7E5: 1• SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 2_ ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP, WITH PROTECTIVE LINING. 3. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 4. MINIMUM V-6" NIPPLE SPACING BETWEEN FITTINGS. 5. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO MAIN, DETAIL DETAIL NO' SEWER SERVICE CONNECTION - CAPE FEAR PUBLIC UTILITY AUTHORITY LONG -SIDE 235 GOVERNMENT CENTER DRIVE S-1 0 WILMINGTON, INC 28403 CFPUA DETAIL DATE: SHEET NO SCALE: NOTTC SCALE alrolnozz OFFICE:(910)332-6560 — Stewardship. Sustainability. Sennce. OW I -SEWER MAIN AI LATERAL WYE BEDDING (SEE WS-4) TRENCH ____I PLAN WIDTH V-6" MIN. SOLVENT WELD IF 4" OR 6" DIA. X )6' LD COT OR (X") X 45 DEGREE SENDMAXIMUMLONG . _ YfV SCH, 40 IFS PVC VARIABLE SLOPE FITf1NG UTLIZING A 6" NIPPLE PER FT MIN, SEE DETAILS— 10 FOR SERVICE CONNECTION 6" MIN. UNDISTURBED EARTH — SHAPE TO PROVIDE UNIFORM BEARING FOR Y4 / OF BARREL CIRCUMFERENCE 12" r`. 2 4" OR B" DIA. SCH. 40, SOLVENT WELD 1 %f` I ; f�`v MAX. SLOPE TO BE LESS THAN 1:2 WHEN DIA. j { \f NECESSARY TO SECURE BEDDING IN UNDISTURBED EARTH MIN. SLOPE Y4' PER FT. 8 ,� :' `�% COMBINATION WYE MATERIAL TO BE SAME AS THE MAIN (C-900 OR DIP) BEDDINGAS BARREL SIZE TO BE CALLED FOR ON THE SPECIFIED DRAWINGS, OR AS OTHERWISE SPECIFIED SECTION NOTES: 1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT. 2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP, WITH PROTECTIVE LINING. DETAIL DETAIL NO: SEWER SERVICE CONNECTION - MAIN to LATERAL (LESS THAN 8' DEEP) CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE S-11 SCALE: NOT TO SCA'`E =PUA DETAIL DATE: 0110102022 WILMINGTON, NC 28403 OFFICE:(910)332-6560 SHEET NO: — Stewardship. Sustainability. Seimm COMBINATION WYE FLOW SEWER MAIN 45` ELBOW BEDDING LLATERAL (SEE WS-4) I__TRENCH__I PLAN WIDTH ` 744 MIN. 4' DEEP MIN, 5LOPt SEE DETAIL V-B" MINIMUM, Ya" PER FT. S-10 4" OR 6" DIA. SCH, 40 4„ OR 6" DIA, x 45' SOLVENT WELD BENDS LONG SWEEP (2X) 4" OR 6" DIA. SCH. 40, SOLVENT WELD 4" OR 6" DIA. x V BEND 6" MIN. MAXIMUM LONG SWEEP 4 OR 6" DIA, PIPE OF SUFFICIENT 1 LENGTH TO PERMIT PLACEMENT OF RISER IN UNDISTURBED SOIL AND ((� TO PROVIDE CONVENIENT LOCATION l)�J OF CLEAN OUT DIA' COMB. WYE MATERIAL TO BE SAME B" AS THE MAIN (C-900 OR DIP) CRUSHED STONE BEDDING, BARREL SIZE TO BE CALLED FOR ON 2' EACH SIDE OF LATERAL PLANS, OR AS OTHERWISE SPECIFIED SECTION NOTES: 1. SPECIAL CARE SHALL BE TAKEN DURING BACKFILL OPERATIONS. THE RISER SHALL BE PLUMB AND TRUE AT ALL TIMES, AND REST ON FIRM, STABLE FOUNDATION. 2. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT. 3. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP, WITH PROTECTIVE LINING. 4. V-6" MINIMUM NIPPLE SPACING BETWEEN FITTINGS. DETAIL: DETAIL NO' SEWER SERVICE CONNECTION CTIOOHAN 8' M 114TO CAPE FEAR PUBLIC UTILITY AUTHORITYLATERAL -1 2 235GOVERNNIENT CENTER DRIVE r ADETAIL DATE: 'NILMINGTON, NC 28403 HEET NOSCALE: NOT TO SCALE01101/2022 OFFICE: (910)332-6560 — Steward# ip: 5us:a nadlly. Service. AT THE R IN R/W, OR INSIDE EASEMENT w/ CFPUA APPROVAL "C/O" SHOWN ON LID THREADED PLUG W/ 2" SQUARE NUT ON CAP-\ GRADE 8" AIR GAP FEMALE ADAPTER ONE PIECE 04 OR 6X6X4 COMBINATION-, CLEAN OUT BOX W/ LID 4" STACK PIPE MATERIAL: SCH. 40, SOLVENT WELD PVC 1120 ASTM D-1785 LANDSCAPE TIMBER TO MARK CONNECTION 2'-0" MIN, 4'-0" MINIMUM DESIGN ENGINEER TO VERIFY IF SUFFICIENT FOR EACH SERVICE FOR LESS THAN 4'-0" DEEP SPECIAL PRIOR APPROVAL BY CFPUA IS REQ.'D. '-VARIABLE SLOPE AV PER FT MIN. 18" LG. NIPPLE & GLUED CAP NOTES: 1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT. 2. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. DETAIL NO: CAPE FEAR PUBLIC UTILITY AUTHORITY S-1 S 235 GOVERNMENT CENTER DRIVE W I I I NGTON, NC 28+N)3 S EET h10: OFFICE: (910)332-6560 — Stewardship. Sustainability. Service. 0 z > M M N aq Z O 0 z 0LIJ_ 5 r FRAME & COVER MAX. 8" OF BRICK OR 2'. 4", 6" PRECAST LEVELING RINGS VftVU! I112023 SECTION SIZE VARIES AS DIRECTED BY C TY OR NCOOT EXISTNG ASPHALT EXIS—ING SUB -BASE ;AST -ECCENTRIC TOD DETAIL I DETAIL NO MANHOLE RIM ADJUSTMENTS CAPE FEAR PUBLIC UTILITY AUTHORITY ti7-15 235 GOVERNMENT CENTER DRIVE CFPUA DETAIL DATE: WILMINGTON, NC 28403 SHEET NO: SCALE: NOT TO SCALE 01 l01 /''022 � OFFICE: (910)332-6560 - Stewardship. Sustainability: Service. FOR REGULATORY REVIEW — NOT FOR CONSTRUCTION 75% Design Development MONTEITH CONSTRUCTION DATE: 1 /9/23 COMMODORE CLUB Scale: AS SHOWN WRIGHTSVILLE BEACH NEW HANOVER COUNTY NORTH CAROLINA Drawn RIGHT ANGLE ENGdNEERING4 P.C. 212 PRINCESS STREET MLMINGTON, NC 28401 (910) 251-8544 FAX (910) 251-2208 FIRM: C-0829 l`1,0 Checked: WSL Project No: MN0122 Meet No: D3