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HomeMy WebLinkAbout38-13 Cape Fear Public Utility Authority PlansMASONBORO SOUND ROAD WATER AND SEWER FOR CAPE FEAR PUBLIC UTILITY AUTHORITY INDEX OF SHEETS COVER SHEET 1-1 OVERALL INDEX 1-IA PROJECT LAYOUT INDEX OF SHEETS - AREA "A" 1-2 INDEX FOR AREA 'A' A-1 PLAN & PROFILE - SEABREEZE BLVD. STA. 0+00-8+57 THIS SHEET NOT USED A-3 PLAN & PROFILE - MASONSORD OUTFALL STA. 0+00-10+50 A-4 PLAN & PROFILE - MASONSORO AREA STA. 10+50-22+00 A-5 PLAN & PROFILE - MASONBORO AREA STA 22+00-32+08 A-6 PLAN & PROFILE - MASONBORO SEWER EXTENSION STA G+00-1+82 A-7 PLAN & PROFILE - OYSTER SAY LANE STA. 0+00-11+00 A-8 PLAN & PROFILE - WINDCHASE LANE STA. 11+00-21+00 A-9 PLAN & PROFILE - WINDCHASE LANE EXTENDED STA. 21+00-24+27 A-10 PLAN & PROFILE - CABBAGE INLET LANE EXTENDED STA. G+00-1+92 A-11 PLAN & PROFILE - WINDCHASE LANE EXTENDED STA. 0+00--2+50 A-12 PLAN & PROFILE - WINDCHASE LANE STA 0+00-2+35 A-13 PLAN & PROFILE - MULUNGTON LANE STA. O+OD-8+01 A-14 PLAN - SHOREWOOD HILLS DRIVE SANITARY SEWER FORCEMAIN A-15 PLAN - MASONBORO SOUND ROAD WATER EXTENSION INDEX OF SHEETS - AREA W 1-3 INDEX FOR AREA 'B' B-1 PLAN & PROFILE - CABBAGE INLET LN. / JACOBS CREEK LN. 0-2 PLAN & PROFILE - JACOBS CREEK LN./ BIG BAY DR. NOTICE REORRET) ALL EASTNG UNDERGROUND LIMUMES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR TO THE BEGINPNG OF ANY CONSTRUCTION N THE VICINITY OF SAID UTILITIES CONTRACTORS SHALL NOTARY OPERATORS WHO MAINTAIN UNDERGROUND UTIUTY LINES N THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TN WO6OlG DAYS PRIOR TO MY EXCAVATION OR DEMOLITION. PRIOR TO OIGONG CONTACT THESE UTRUTUM CAPE FEAR PUBLIC UTILITY AUTHOR' TY (WATER/SEWER) PH: 1-910-332-6550 PROGRESS ENERGY PH: 1-ROO-452-2777 NEDMONT NATURAL GAS EMERGENCY PH: 1-600-356-2593 LOCH. PH: 1-210-392-2931 EMERGENCY DEAL 911 NEW HANOLER COUNTY (INSPECTIONS) PH: 1-910-796-7175 BELLSOUTH AM: STEVE DAYVAILT PR 1-910-u/-0741 TIME WARNER CABLE PH: 1-910-763-M39 POLICE - FIRE - RESCUE WILMINGTON, NORTH CAROLINA NOVEMBER 2012 VICINITY MAP NOT TO SCALE ENGRIFFRING FRANK SiYERS. P.E.. DIRECTOR JAMISON FAN. AI.C.P.. PROJECT MANAGER INDEX OF SHEETS - AREA C 1-4 INDEX FOR AREA 'C' -._..�-.__.. C-1 PLAN & PROFILE - MASONSORO SOUND ROAD STA. 0+00-6+00 C-2 PLAN & PROFILE - MASONSORO SOUND ROAD STA. 6+OD-12+00 i C-3 PLAN - MASONBORO SOUND ROAD C-4 PLAN - MASONSORO SOUND ROAD i INDEX OF SHEETS - DETAILS DT-I LIFT STATION NO. 1 DETAILS DT-2 LIFT STATION DETAILS OT-3 MISCELLANEOUS DETAILS DT-4 MISCELLANEOUS DETAILS OT-5 MISCELLANEOUS DETAILS OT-6 MISCELLANEOUS DETAILS OT-7 MISCELLANEOUS DETAILS OT-8 CFPUA DETAILS DT-9 CFPUA DETAILS DT-10 CFPUA DETAILS OT-11 CFPUA DETAILS DT-12 CFPUA DETAILS INDEX OF SHEETS - ELECTRICAL DESIGN E-1 PS - ELECTRICAL PLAN, NOTES, LEGENDS. AND DETAILS E-2 PS - ELECTRICAL DETAILS, RISER & SCHEDULES E-3 PS - ELECTRICAL DETAILS E-4 PS - LADDER DIAGRAM E-5 PS - CONTROL PANEL RECEIVED .LAN 16 2013 DCNI-MHD CIT` RECEIVED JAN 0 2 2013 ;'AdDWILMINClON. NC SIN -MET $MET WtYWCTx HE i vw (910) A2-e DICKSON mmnwnXY ntraelrvcWre can.,:llant� SeuW Caaw Cw�a iD0$6.M.W1. MC [(fY"SE X0. !-0]J1 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION fl 48 2yry 6 a c ��L KWAU trite& UAVAJ 3CNF SM M MWET SMET IMILASFD m DATE 1W cv�; MgLxGrgl, M 25b1 yypT.As JN �- DIY 201Yv DDICKSON (9�0) .2 .NM �-_ � mmY.nhy Nhm2rucNn cmWltmt. Gomm,C>Plir OONSTNCROI 1 /15/ 2 NG LKt114 46 f D]). I[4VA DYB LEGEND FYKnN - FEAT1IRES SYSINC EDS s vAKMort - NN MT I ENSING DYAIA¢ MIo1 a sra IA:.Wos _. T.RTM BBM EASMC SwiMY 9Eil. EL21MG r2lDWJC WA FMEtYW VNM1 i0.E M.M) V W.Y iY[ aYR E16Y110 MY1I N!. E.E1MG PUNFM .91Of V[ F951ii ]OI - - OQIML iL.1R PROPOSED FEATURES ® iNfRID YM.IEM wTW ... EY W[. WEr }� TNT'® )MOOR aTNOM Basnw nw zv m.OM'E lUl/IpM a PAarosrn aLN¢ arNOM . EMMG IIR 'I ♦ g111p)m iwiMT SCQI 2i.WP.i \ _._. EYSIMtIMIW4111O ,0A1M! O IgOZO S/IYiMT 4<Y YVMKL j (ffiwG 11K MYp4Nl AROYp y.YIMY 4YOI Il[ EEMK I.I.RR YM PMMVS(D Ipiq.V1Y 9Li IIJY( COS.WV BRIE YEAS plTp® 9WL1111' ;aE11 NAEN WR - l>mAN� wrw vnlc ® rllow)Eo Sm x wM - ... .._...._ IJWTAM YKOIMOM RAN lME IAT'!m wlq 41M6 CAAANS VA,,1 GYWIT : MKP® .S./MGIIM Y4t( ) Q @SM1K 9i1'AT YrNIWf � RSMAMY MLT iMKCl91 MAIN; LMr11R 4SO1 WEYf l„ ) GENERAL NOTES I. 1M OIdEFR HAS YME AL v0i4BlE ATKWTS TO LOCATE EYl5TM0 NAIITIES. IT IS THE CONTRACTOR'S gEY0 SMTY TO ikLO-N:MiY ONE LOCAINYI$ K UTR11H5 VNIAN TO CQV CONT BY RIM ME Mi TY N & WIN THE UO E N ANY PERSCNM DCONTR i ENONEER OF CW)LICTS /J1Y MIEE TOR NA11 F MY S. CONTRACTOR SHAl1 I.� IS ITING TIONHE K RY RESPWSKBIn OMASE OUMNC WYA2 ro UTILITIESMMM MID 1 AIRED T IS T AT gYS ERVICE CM IS r0 BE 4SAE ClDi I 11 Oft SHAM M) iW MY 00 LOST SERVICE CO N SHALL BE " CCNTIAE- � tt L TELE.SLE 6 1-1 flEKNME. CMOIAA GE CAL ELEPNON[ MMOER K I-MO-NJ2-b.N. C ONE { 2. IAMYIIY MPARAMM DISTANCES %T11EEM SMTER AND SESER IWES i A. NY UTERNIY AT CR0SIRIC5 lB' SERMALLY-WA1ER 0" SEYFA C. STdW 4YEN-IY 'Actl" LY J. EM151W MO SEpNENT CIXINOL PROEEWRES WST SE YNITANED OMMIO ONE CKw COST MCTON PEMW. OERRK ANSI LOOS SOB CM ADJACENT STREETS WKT BE COnROEEO TTOOMBI DAILY RECEIVE DEAN a aiTMBFO EARTH WAS WST BE STAMM WTM ) fi DAYSCCYflEIMM Of WA04110 ACTN11E5. ANAD1 .. FM N 5 DAYS vAEEYOII vATCHW MIN ING ACAWC WST BE PATCH ED .JAN WININ 5 DAYS AFTEtWANT COpLTON OF QAOMC AEhIENT . SHALL PATCH 6 2 / WAS CM YANTAMEC VIM IEYRORMr oAN]211T IA NC STONE MNIE 1 PA PCRYANwT vATUWO a CONEIE. x C010MACTOR 3N11 CU'!LY MTN All CQIOITIpIS SpELiH:AMMS AM SREON P %oNS U THE MRROYID NCOOT EMOIOAOMEIIT AOIEEIIENT MYLE MCRYJK i "THIN DOT RNMT W MAY. �! �SS� •AS-m- DCN -M D C i CONRtACTEA 4/Nl IT NE CNME MO STAMM OSNRBED WAS M M CO' IND EIORE MM 2D0 MY OF CLOSED TRENCH VAU REAMN IIITHCJT BASIS. .AI- OUpNG IIFDIHG "CHANG. ETC.. AT THE ENO OF MY BOINIDAY. T FM OPEN-W'CROSSINGS Ci CWCREIE 001"AYS ANO MNMMAYS COIITR.KTOI SONE CCACRETE TO ME NEWS? JOMT PRNSI TO OGONC TE 1RFMIL MV, REY B M TO DISILM&MCf. CCNIRACTIN EACH "Y. 90EMNX. E C. 0 B gYNRREO FAP 9NN BE PES B � W BETTER. S. COITWCTOI SHAU Y. A YEMS fat TO EACH NTECRD MICPETtTY AT E e ALL TOES I& YMBONES, SIGNS, M. THAT WST BE OSTTMBED SHALL BE CNETVLLY RE. NO WSET MRM THE SNE BpMOAY By THE [dI1RKTA. 11. CONRACTYW SNALL KAN AND CONSTMICT WWN SO AS TD CWS WIIMW INCOHWNEHCE M THE Wa"S) MIDI ONE PU91C. I E CCNTRACREI SHALL PRONDE, ERECT AND MAMIMI AT ALL INKS DURRK THE PRIXAESS M R✓MMY SUSPFHSMI Cf MIRK. SIATABLE SMMws, KNCEA SIGNS W OTHER AOEOUATE MOOTECRW. WOAKIIIIO NIVID MEN AND WATCHMEN AS WDESSMY RI M THE SAFETY Of ME INMC AS METL M VIICSC ENCASED M ME CWSIRMCTON MgTM. COKiNUCTW 9CNACE Sn BE M ACCMOANII MIN TE UCN NEE OPOU1bN5 SiPILKNT 10 NE YMA MW NNTA Oi'CONSIRMCTW AEO t111fObl TINi1C CM111Q CENESS BY THE NCppl, ID W TH 12. NL MATERIAL WAM MD fAUBBED By ME ONMACTOR M 061ER 10 COISTRMCT THE MOM. WCN AS 1REE5. LEIiTATM. LOI ETC.. SNAU BEOME THE PRC IY O THE COMNACRMO AND SHALL BE PROPERLY DISPOSED Of W-SITE. 13. YNRIOIE MY EIEYATIOIS ME APPRaaW1E YME YNRML COYTRS iU91', W 9gITY ABOK iM15NE0 MAZE. ME 4JPROOONIO CIIADE SN IRD BE SLOPED GENTLY MAY TROY TE COKA TO PRONOE P09TK %,KADE WMIN£ AWAY i1NII TE YNMOE COVER TK MUST BE PRDNaD 01 AL NI57AL ANMS MESS NOM OTIEIIWS M THE P M MCTEO Sy ONE ENGINEER FINAI f1FCIGN — N(1T RFI FASFII FOP r0NSTRIICTI0N MASONBORO SOUND ROAD' I-1 WATER AND SEWER OVERALL INDEX SHEET NO. � .CAN. �r CONNECT TO RPW EXISTING WATER LINE EXISTING MANHOLE Wetland Area Wetland Typ / Disturbance W1dtb ncft) Disturbed etland Areas Acres1 Sheet Number Wooded 30 0.12 A8 2 Wooded10 6Tempomry Dom A3 3 Wooded35 0.02 A4 4 Wooded 35 0.07 A4 RPW Ditch 20 10 Unea Feet A3 AG Total =I 0.223 Apes DiLET n k770N � ,eM FLOOD PLAIN CAE ZONE) MAN. Nrauals awe 4 J WIA#2 EXISTING .,I, .. I MANHOLE �— COASTAL AND .404 - INTRACOASTAL WATERWAY NEW HMOWR nRs� — N — ao ICR4 i LV1A 4 EXISTING MANHOLE rL CROSSING BY � 1 t DIRECTIONAL DRE.L % / J RPW ` NNaNaoEs aM �( �r -� REC NJ r iYc WIA#4 wIw#3 � r L E EIVED JA 011013 - z -�- n° I ° W► MINGTON NC FINAL DESIGN — NOT RELEASED FOR CON M .A.ln sTRE£T MLEt40 Fa Mrz MIPNGRW. NC YWI �� a� oB2 rnP1OVH5 �DICKSON IWSM.SM. Vt axs.� 1W NMN CvdM rnnmwlLY Fh°eLvcWro Ilml S-lM c—MO CWSIRUCIE>I 11�13/]01° y910 NC yprlg NO. F-CSJM MECCA° DM4 f� NLAll i=O OFE451p�1w ' MASONBORO SOUND ROAD I—lA 01r9°+ 1 PROJECT LAYOUT N0. WATER AND SEWER CONNECT TO EXISTNG WATERLINE 6• C900 PVC 1-6• TAPPING SLEEVE AND VALVE WATERUME - 't _ - } g A- M75 L{ 4H A 2 - gg O O - _-. _ 323 : 6. 45' MJ BEND p4b E 23{SBBS.a 4J BENDS O I 61 0000 PVC 8 N O O ST' 2346203.5 .I WAitBM11NE y 20' CONCRETE - - I N � P332156. - 2 - EN 45' }1 937 305 N - 1530058 2' GRAVEL OPEN OPEN CUT AND E OUT AND PATCH 430 lF OF 8 I g PATCH 7d( INSTALL 0• WATERLINE 41N. - .. -. - - � 380 DIP �'- t Ir BELOW EXIST. CULViRTs 2 321 3 a o.r 334 �> T ! BT"_ uteo 6 $� 30 LF OF 6• E e 2��wi.B 1 i� Pc 350 OP r _ t .2}M_ { a'aX S 5.7'. �#- 6Yx e_4ran H/11517R.-_:-,eJ N.1 (60' RA) L PtPG - - u1MTY R A ^`�. EA BREEZE BLW S 1578 6:0 a. •c 4'x,tit y' u`�O�T` Uri T 6�' r J o. .+ w�—q�.^: s,—a a -._. p . , �5.{ + � PIPE A 3 y(�x�:.« 6.2' _�i�f` 8• {5' YJ BEND ` 1 i ..1-1 151 LL OF 6• PC 350 DIP I: s :T I �_ _ k y 6" MR 18 PVC FORCEMAN ;+ • , ~ t z .r ©�r�br� �p1114 ,r �„ 2 - 8• 4S' 4J BENS I 3J2 W 6" 22.5' YJ BEND ! , T� ' , . AI �: ? 9 3 r� x • AIR/ VACUUM tKK CONNECT TO B• 22.5' MJ SEND EMSTWG MH - t� 0• SDR 16 PVC 334 - STA - 0+00 1 ^Y, IS' ASPHALT OPEN N 1345791. 50 A}PHN.T OPEN % INSTALL 6• FORCEMABN MIN. FORCE MAIN �1f2 1 5.0' E 2346791.3 CUT PATpL i lY BELOW E%IST. CULVERT 15. ' CUT AND PATCH as 23D 6 45' M {.T - / / i �� �I 8' CSW PVC �: I WATERLINE _. 57N AEC SETBACK/ NOTE: CONTRACTOR TO MINIMIZE ASPHALT CUTS TO ME MAXIMUM EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERITY WYE: M:/NL OAP T WOM AND LENGTH OF CUT NEEDED AM ENGINEER PRIOR TO -. ... - 1. CONTRACTOR TO VERIFY THE LOCATION OF p e m a IN EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS INVITER AND SEWER SERVICES WM INDIVIDUAL , NECESSARY TO HELP WNUM TRENCH WOM. PROPERTY 011EER5. MM MAq i 2. CONTRACTOR TO MSTN.L TREE PROTECTION To PROTECT TREES. ,334 Y RKgtVEL 3. CONTRACTOR TO REPAIR GRAVEL ROAD. 7 (SEE SHT. A-6) _ • --•— _. _ I AIR / VACUUM VALVE /� f� 32 EIDSTIR6 GRADE i .-- SE5 • �.T,� 3 28 B WATERLINE Z 8 LP - 6 }c 330 DIP t , . Y"` - 28 3 12, WAIERUN - —_ ___. ._ — — J 5 T j ,_ ___ ._ ___ __ __, — i _ 1 ... ... : 6" SOR 16 PVC FORCEMNN. 36•.MIN. COVER -� i ! �— * � v INF F *YIN, 24 24 _ 18• MIN _... COVER .- - IB' MIN. COVER - I _ -. J - (f :.._ .. PIPE A-3, 302 tf Q< 6-PO 350 D.LP-0 042E ..- - EO•- 2Q 0.TT %PE A-2 1% LF (H00 OVERNL) OF 8• C-9000 D111i ,,Ap,, PGi� YM1L R 20 t39, LS. - 8• PC 3M DiP 59 L.P. - B' 16 CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD SEWER NOTES: 16 SEWER WARDS REQUIRED AT AU. MANHOLES. STAINLESS GENERAL NOTES: _ _ I I SEWER GUARDS RECLINED AT MANHOLES LOCATED N TRAFFIC 3 ... __<... _. AREAS 1. NO EXCAVAIED MATERIAL SHALL BE RACED IN ANY STREAM. DITCH 12 CR ORAINAE-WAY. _ _ 2. SERVK:ES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT 12 } .... R/W LIE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE - 2. ME CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND I PERPENDICUKAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE i IMUTES BEFORE ANY CONSTRUCTION BEGINS. AT RIGHT-OF-WAY UNE, • ♦ T 3. ME CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT MID ry 3. SERMCES TYING INTO DUCTILE NON MAINS SHALL BE a 8 $ ',. ',�' i EROSION CONTROL MEASURES W6LE CONSTRUCTION IS IN PROGRESS. g'`°, _ _ _ . + CONSTRUCTED BE CLASS 3M. DIP. WITH PROTECTO 4O CERAMIC 6 f .. n a r r PDXY UNINC ;U I '+ R 4. ME CONTRACTOR 15 RESPONSIBLE FOR STABILIZATION OF ALL - { E' S Y n I DISTURBED AREAS. ^ ^ R ° i m n 0 UTKMIE EASEMENT PROVIDED ALONG ME FRONTAGE OF ALL 4 - .. V < S. ME CONTRACTOR IS RESPONSIBLE FOR LAY DOWN k S10CK%lE a 'qrv° n ^ �•+ LOTS AND AS SHOWN. ` yFyy�M 1B 'iS AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH N1 LOCAL AND a e u < < s (+ o 4 • .. ' R� 8Z`1 3n STATE REGULATIONS). zv: 3 u i < rc S. NO RE)OBLE COUPLINGS SHALL BE USED. } FINAL DESIGN — NOl :; LEASED FOR 'CONSTRUCTION 0 -i+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 a^,w^uwee,� a 3 T, Maio] ZN MASONBORO SOUND ROAD PLAN & PROFILE 024964SEABREEZE BLVD. WATER AND SEWER STA 0+00 — 8+57 _j -� - -- i a �- - RD Lj 40 `1511 Lo yr.�c F� 9ui i -- 4 a j h AtC v.�.t. vi�.n l'4 ce A-3 iEET A—, CABBAGE INLET `- PUMP STATION L j M u T sm¢)Dlvvx xnusrn ma as _ sa xc xew, ,ys =o) DICKSON �w.� it/10/bl) NC IXtXY MHO. i_Ol). �fSOD WG MASONBORO SOUND ROAD WATER AND SEWER 3 ECE JAN 0 2 2013 ACM WiLMI NGTON, iV DESIGN \,OT RELEASED FOR CON TR! TI N INDEX SHEET FOR AREA A I-2 N0. I PROPERTY OMNEO BY 6' C-900 FORCENAIN CIARA N. FALM MRS y� ' ALL TREES TO 6E REMOVED *THIN LIFT STATION SITE 2 - V MAGNOLIA r w4r 2 - Ir OAK '(1 3 - NF OAK 1w - om 12" - MAGNOLIA m•-om-__ CABBAGE MET LIFT STATION NO. 1 STA. 0+00 �•,MIS N - 1523n6.3 yIH.xs E 23M621 6 (SEE SNT OT 1) `.. .; 30 LF --(2) 24' CL 0 ROP CULVERTS, / NTH 24' FS.S ON C0w1STRE" END. %- INV. R - 11.0.lNV. OUT'. 10I2 (1.90R)\ ` iB Sy OF d SYNTHETIC 1MrnNG aaa (l\Ea oAM (TYP PROPOSED 6' C-900 \� PVC WATERLINE 1 RDEr 11 fl ! NOTE, STANDARD SEWER NOTES: ..` L 1 DESIGN ELEVATION UM NG SIOND29 FOR R000 PLAIN IN NAVD88 TO 1. SEINER REWIRED WARDS REWIRED AT ALL LOCATED M TRAFFIC SS TEAS. SS STEEL SEWER GUARDS �' _ DESIGN DATUM NGW29 IS t0.95'. W IFLOCAR - �5i ! 2 SERNCES 9u BE PERPENDICULAR TO MAW MO TERMINATE AT R/W UNE N I J SER CES N {p( GML-DE-SACS ARE REWIRED To BE PERPENDICULAR, OR MUST OWMATE W MANHOLE (l RNOVIER ! FIiWTECTdt - 334 f I _ 'AlJ _ _ " J AND TERMINATE AT RIGHT-OF-WAY LINE. 3 ALL NTN�S TYING INTO DUCTILECERAMIC WON MANS SHALL BE CONSIRUCIEp 6 CLASS J50. //� DP. wTH PROTEcto wl cCaAMic 19oKY LINING - _ , {. IW UMITES EASEMENT PRONDED MONO THE FRONTAGE OF ALL LOTS AND AS SH0W. \v — 0 � 323 � ` �> - _=_ S. No FLEXIBLE couvuNcs 9uu BE USED MH STA: 575332 I E2 ... 34695LO ' - 79199• OPEN ai 7915 i AND PATCH 45.4. :. yD- MI)Er+ R( r1p = D `` \ TREE TO ) / , , - 's#I-" z+63. >ll` •,.. '— PIPE A_'�_ N y152S5 2 .__�R� PRE A-10 \ is ' . PROPOSED 3W 0EFCFC110N f ,"\f v UTILITY hASETAB1r PIPE A_ : a' ; ` 1+ / �` ti AL a? TEMPORARY SILT T % suuE full r 'F. . v w V^ ,lr _-.(Tl4)TREE PR0TECi0R - a P m N *- :. -- ,• oLvuq —: W A 9 lL.-.. `' �V�in 4WMDIYR M A 1531u0 -� � E � 2NTIA3.2 ROCK CHECK DAM M SYNTHETIC VATTING - y4 !y� y.''� -- - ROCK CHECK DAM . TNEE0� ,/per' Y_ _ _i iI NWHW'� CAPE FEAR PUBLIC UTILIN AUIRGROY- c, T ,i - �� A GENFRAL NOTES: Ak STAL BLI.TER FROM MHWE '� \' 1. NO EXCAVATED MATERIAL 9HN1 E PLACED IN ANY STREAM. DITCH OR DRAINAGE -WAY. NOTE: 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNOEAG RO IND UTILITIES BEFORE ANY CONSTRUCTION BEdNS CONMACCORI TO MINMIM ASPHALT CUTS TO THE MAXIMUM gM W00 AASHALL. A 6 / EXTENT PRACTICABLE. CONTRACTOR SHAFIELD VERIFY 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEGMENT AND EROSION CONTROL MEASURES *HIRE CONSTRUCTION IS IN PROGRESS *DTN AND LENGTH OF CUT NEEDED NTH ENGINEER PRIOR TO F N 132307.0 N 1 .2� EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS A. THE CONTRACTOR IS ESP0N9BIE FOR STABILIZATION OF ALL DISTURBED AREAS.Alk -IL E - 23E6795.5 E 2 9. NECESSARY TO HELP MINIMIZE TRENCH WIDTH. - S. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN ! STOCKPILE AREAS M ARRANGE AND INSWE COMPLIANCE MITI ALL LOCAL MO STATE RECULATONS). 16 16 : IN YR VE FLOOD ELEV _ _ __ TS_-_ _ _ — _ - I� _ _ _ ._ _-_ _ _ _ _ _ _ _ _ _ _ I • I i I 12 w 12 0 PIPE A-10 396 LF OF 10" C-90D0 0.281E PIPE A 7 132 LF i t 4 PPE A S 131 LF PI - .. 1 (Y b b Z (L/pI/1' —(e) 6 ry rbn�pa IbTJIN 26.� II Ta�AB 1 TYu.... g — o SNB�dry<.AA h-t{.1� ..F<h 1.1 ! ��'a? CULL _ F�i..o. ..I +-6�n �x Z ~ w W A+ 3 �¢< 3 mow« b `< s ililtltlGfo -0 'aa P' I i I T rINAL, DESIGN - NOT RELEASED FOR CONSTRUCTION 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 u :Mm0- IL YM YMd1ET SIRFLTI MA` � rIw He IWOI.,�1 M2-.NODDICKSONnimucnaP IDAT'NI.MNG. PAR MASONBORO SOUND ROAD WATER AND SEWER PLAN & PROFILE A-3 MASONBORO OUTFALL STA. 0+00 — 10+50 N0. 7915 � F \ IT NOTE' I. ELEVATION TONVERSITN FOR ROOD PLAIN W NAVDBR TO DESIGN 17+ 00 19+00 A-1H+00 yWpD � Z2+00ITT j N" I AL { 5 _ PROPOSED 35' tt , . , � 'n- �n S!' ir� t. b�J^'�.yly Ja_ - .n�.- .3—�--,-�--�_ •� \\ _ WETLAND NE ♦ ivtt EASEMENT ,' ,AL AL .. DAM. TYP. "F' I NOTES:AV C 1. ANY EMIHAARY FU5 MUST BE REMI W NOR EAIIRETY AND THE � � .. -.. PROPOSED 35' UIUTY EASEMENT �,/CAP � AR AlI In ITV AUTHORITY " AFFECTED ALAS RETURNED TO TIDR PR(EMSWHG FIEVATDE HACK FLL \ NOTE: -. MN A-12 ... TOP ,Y a< 1RENC1 WR OIIONK Sql MATERIAL . CONTRACTOR T1Q I ASPHALT CUTS TO THE "MUM f STA- 1"43 GENERAL NOTES: 2 111E IFYPOIMY PLACEMENT 6 E%GVATED p1 FlLl YAIESM.LL N WATERS ` EXTENT PRACTICAtlLt CONTRACTOR SHAH FIELD VERIFY - J N . 15f050.H 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR W:T.NOS 1RL BE FDA 1HF CAVIATE YYWNAI MTER 6 TIME NECESSARY \ MDTN AND LENDTN OF CUTAEEDED WM ENGINEER PRIOR TOORAL•AQA�Yu U�HTATT E . 23f7'Saf.O • DR OiAWAOE-WAY. TO AOMP SH NE WORK. SEDIMENTATION AND EROSION CMNDL MEASURES MIMI EXCAVATION. COi TOft SNAIL USE TRENCH BOX AS HE REMOVED AND TIE NATURAL GAME RESTORED WITHIN TWO MAINS AFTER THE NECESSARY TD NEU, MI M TRENCH WON. - 2 ME CONTRACTOR 19 AESPONSIME FOR LOCATING ALL UNDERGROUND gM51g1 OF NANO RESWRCES HAS REIEASfO 11E PRO.ECT. - PROPOSED AL UTUED L'.NE Mil NE CON RECTOR ANY CONSTRUCTION04SFBEGINS. 3. EACH WONWAL CROSSMG WILL BE STABILIZED WWEOAMY WTH RED TOP GRASS EASEMENT (IWORK TI5 ALWAI. 7 LRL/ACHE UPON COMPLETION OF THE GROSSING, STMRI}WD i.... WIDTH VARIES a e m a W 3. ME CONTRACTOR I$ RESPONSIBLE FOR CONSTRUCTION TEMPORARY IS IN PROGRESS AND WIN NON-HATM: MASSES (L... FESCUE. ETC) IS PROHIBITED. \` EROSION CONTRCONTROACTOR MEAAIRES'MMIE CONSiRUCTWN N IN PROGRESS ` ^ ^ �.`. - _. -...� f. THE CONTRACTOR IS RI:ETDI15RlE FOR STABILIZATION OF ALL {. KIMA1Ellt, MANTANET EASEMENT COMOORS 41.tlG BE PESiMOIED TO THE AIL _ BUFFER FROM N W1E 30 IMARIY WDM PRACTCASE Alp SHALL NOT EMCEED ]D FEET Ie YETEII3) N . Y i ./ '^ _� `.. -' w-,T BUFFER fAbH NNW gSRetBEO AREAS wmN. STOCKPLE .. ... ,.. ..__-.- - �....... _. .... ... ._. . _._ S" SAS (TTOO�ARRAANGE AND INSURE COMPLIANCE WTN ALL LOCH. ANDncn ! STATE REGULATIONS) Ic— .. --- --- — —'. — TaDIELv Do_�L— — t i N 12 .._ _. .... _. ... �.• -- '.' WETLAND AREA - I I TT - . d . ...� I I 4 JANO E }- rt 1 A_T f� +.._ y, PIPE A-12 305 IF OF8'C-90O OfOi •,1 K. P A-1 1 K O VSK PIPE A W 3HBI LF OF 10 -H000 0 28z STANDARD EWER NO1F� 0 O 1_.. - 1. SEWER WARDS REOLARED SEVER All- MAN"OLES. STAINLESS STEEL GUARDS REOIFED AT IT MANHOLES LOCATED n 'S:Y AREAS. AT IN - { P NS SNAL BE PERPENOICULAR TO MAN AM ERMMAIE AT 2. $FRCR I : 1 o I < M n a o N y♦ PER UK. $LARGOS W MUST ORIG-SAC I ARE HO E AN T BE AT PERPENDICULAR. OR INN. ORKAIATE IN MANHOLE AND TERMINATE (4) AT RIQIT-UF-WAY LINE. -(8) &RIB.. 3 Al DIP. oF, CLASS IANS350. DIPTO WC IRON RANSHALL a CONSTRUCTED G e 6 . WPROT W1 ECTD CERAMIC EPDXY LINING. S AND A EASEMENT PROVIDED OED ALONG THE FRONTAGE OF A 12 I I ii ... LOTS AND AS SHOWN. aC —� �.-� ...: � ...-�. I � � ' •. 5. NO FLEXIBLE CWRUNC$ $HALL BE USED. It j _ .... + :. _ 76 { — + r RNA(. DESIGN NO ( RELEASED FOR OO�JSIIRU�TIQN t1+00 12+00 13+00 Ia+Oo 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 awA I`IM' AT • T I pPiI RAN ORDAIN S AVI RE MSS ftF.R510NS , `°— plAiaRn fIWII NM WA�Ai`H� fiSFWn "M�W-"— • 3WHRb-T.eIAEHlMtbNi. NNIYN9�prpWNENA! qh. leGw STW•��MN IAR0t A - 2 mt ww,DRTHIlKc,wcKHwSacOmm,N IWNWMM°HPWWFPxOI°L5.E _ MASONBORO SOUND ROAD WATER AND SEWER PLAN & PROFILE A-4 MASONBORO AREA —j STA. 10+50 - 22+00 NO. / (SEE SHT. A-15) n' / 7719 w A-l6A j„� OUT AMDD PA°ATCH STM Jtf56 STANDARD SEWER NOTES NOTE: M1 A-16 E . 2J4762A7 ���5 FOR STA- 2 15. eo LF OF 6' I WATFA MAN 1. SEMEN GUARDS REQUIRED AT ALL MANHOLES STAINLESS STEEL 1. ELEVATION CONVERSION FOR ROOD PLAIN IN NAYD86 TO OESIDN „ aw - E 154915.3BORE & JACK PPLLLIAAIHNN555 5 SEVER GUARDS REWIRED AT MANHOLES LOCATED IN TRAFFIC DATUM NGVD29 IS +0.95. 7 -iia. nM 234775& STEEL CASING �� } ¢G AREAS. " -. yb° .. _- T EE CLLAR TO MAIN ANC) TERMINATE AT •[ 2. SERVICES LIVE. -AVR, OR IN CUL-DE-SACS ATE w MANHOLE AND TERMINATE 7803- __._ {. 7735 •� / 7727 ? .••• wW.i '^` �.. y�': ;. p ," 6rS. d s' OFFSET w/ 1 • 2ti PER LIVE. SEANCES IN MUST ORIGINATE ME HOLE AN T BE . ,.pp �eq _ 6 AT RIGHT-OF-WAY UM. l -� e' :.a�A,0 TREES TO ALL SEANCES TYING INTO DUCTILE waN MAINS SHALL BE `'��' '—"�,i , LS f'3' T.✓ BE REMOVED sY!q CONSTRUCTED OF CLASS 350. UP. WTH PROTECTO 4O CERAMIC -- �y - w ram,•. �." _ ��., PIPE A-H6A a E}qa� EPDXY LINING. - .''-_• •, _ Yp�94. 10' UTILITIES EASEMENT PROWDED ALONG THE FRONTAGE OF ALL ' e LOTS AND AS SHOWN. --- - �._. /e (TYP)/ a �..^Hld I A 4, j.@ j a CBE s. ND DFlOBLE couPLwcs SINALL LE USED. � 76 EASEMENT PROM" 25' 575' AEC SETBACK .4 M1 °' �i •ry - 10' SEPARATION • "�-_ I .t UTILITY EASEMENT + PRDPOSEU ffiH°..w-sl nu n... 25' UAUTY EASEMENT E T EEOW OFF -- 23+00 24f00 A-I4 00 -- 26+00 2+00 27+00 z PHPE A-15 u:oo L 7639 W ',� _ .__ ,A -a 10' (�) _. H s-IW - yy y 20' UTIUMEASEMENT STA.32.48 E - 2347914A TREE vRDTEcraa TAk M � 09 7705 y 1 7501 I N. 15442&2 E 2 ]8000 STA-V 28+38 1 ROCK CHECK OM (TYP.) E;- 2347686.4 Kµe „eR N 1548668 I I E • 23+791o.J 7639 NOTE. 1 CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM rePF FEAR PUBLIC lT1UlY AUTHORITY EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY . 1 MOTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO 11 GENERALNOTES: EXCAVATION. CONTRACTSHALL USE TRENCH BOX AS I - OR NEMSSARY TO HELP MINIMIZE TRENCH WIDTH. - � 3 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN MY SIREAN, DITCH OR DRAWAOE-WAY. A - - •_.. —.._ 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE MY CONSTRUCTION BECNS. y 20 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES MALE CONSTRUCTION - (. _ - - - 20 IS IN 3 6 5. THE CON7C PROGRESS. STATE E REGUL�LE FM LAY®OOVRN h STOCKPILE AREA ( ARRANGE AND INSURE COMPLIANCE WITH —^ t 4. FIE IS FESI�ONSVBUE FOR i ALL UGVM, I S TO 16 ._. �.. ROD YR.ROCO'ELEV _. .._ _- _ _ _ _ _ — _ — _ _ _ _ _ _ _ _ — _ _ — 2 12 RECETVE 12 PIPE A-t68 90 LF OF. B•G-DODO 0.1 PIPE 1 IB __ _ € 111 _ 13 g �D - PIPE 80 LF OiBpRE h JACK - 4 PIPE A-1 2 OF 8'C-9006 0. (BECN ]0+10. ENO 30+]G) II ' PIPE A-13 400-UF Pip A-14 2 fi OF'. 8• C-SOON D.40X _.. - <b be _. CI + ... rSl$a.L .:. .Fz'I°•`E<4 �r'Em< sal �' -4 g n TAT'+ ` _g 'r w NCI ]-12 —t2 .... - .. ..-_..... .. FINAL DESIGN - N0 ( RELEASEq FOR CONSTRUCTION 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 .a•.HNCAgd''•.. Imo\ Aw W Y..<N.I �� A"'ILOWK PD.AY 9MYAKKET:wuT MYMG1Ql AIL 16W1 bDTm:-emo DD{CKSON • L�aae """ L""" T.u�aw „, ,,, ,,,,, rwnilml• L>W r< uaHx Ko. F-0lT4 Rl[Aw9 fall DArz MMMYIL9 .OVAL LK+Fnec.N A[CgW PAG ° `F+ •`± 'T 6 62ue1 r �Y.. +„fiER .+ MASONEORO SOUND ROAD WATER AND SEWER PLAN &PROFILE MASONBORO AREA STA. 22+00 — 32+48 Z • ^�^—'" Y REASONS-"p.,NPJ � v�r U�1� au� � u _ 909 YMRE' T SMFEi MUIINGiPI YC iM01 IWK DICKSON CPk� lPxtb�F YeIN 6'Wa wlitY +ihatWClvro imeWl If aJYi 9w� (t[ I)(E11$C IW f- i1F�4D fW I W£ KvapT'41 td51nJCTJ1 ���NA Gyb w.a IGt ®Tw� It(15/1Jlf PLAN &PROFILE exu - MASONBORO SOUND ROAD axaae� : MASONBORO SEINER EXTENSION WATER AND SEWER STA. 0+00 - 2+41 NO. I CAPE FEAR PLBLIc LTILIIY AUTHORITY 1. CONTRACTOR TO VERIFY THE LOCATION OF WATER AND SEWER GENERAL NOTES, SERVICES MI INDIVIDUAL PROPERTY OWNERS NOTE: �,CUSTAE 2 CONTRACTOR TO INSTALL TREE PROTECTION AS REQUIRED TO T. CONTRACTOR TO MINMIZE ASPHALT CUTS TO TIE MAXMUM 1. NO EXCAVATED MATERIAL SHALL BE PLACED N ANY STREAM. DITCH OR PROTECT TREES EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY DRAINAGE -NAY. ELEVATION CONVERSION FOR FLOW PWN N NAYM TO DESIGN NgTH AND LENGTH OF CUT NEEDED MINI ENGINEER PRIOR TODATUM NOV026 IS +0.95'. EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS 2 TIE CONTRACTM IS RESPONSIFIIE FOR LOCAINC ALL UNOERGRWNO U1R/11E5 SNORELIE 30 NECESSARY TO HELP MINIMIZE TRENCH WON. BEFORE ANY CONSTRUCTION REGINS. ,1 BUFFER SHc MHW L CONTRACTOR TO REPAVE OYSTER BAY AND MULLINGTON LANE. /-� I , \\ 3 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTRAClO II BOTTOM / .^ �I 205 I'. C TROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS. OF DOSING M 94 � / ' `. ROCK BECK OAu (TYP.) y A- 4 2O9 SURE 6w 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS • IN 2 213 ` CRY ST=. 5+46a o m to m S THE CONTRACTOR IS RESPONSIBLE FOR LAY pOWN ! STOCKPILE AREAS TO E 2534 45.7 N ARRANGE AND INSURE COMPLIANCE WTH ALL LOCAL AND STATE REGULATIONS). r�` 152 LF OF ICF CS00 PVC i ,t TEMPORARY SILT FENCE ¢ BORE ! JACN TEMPORARY INLET 221 PININCTIa (TYP.) 217 W -2g W/ is- STEEL rrI O STA­12+go / CASING ' R N.15135CIT IN A-22 .% i 40' UTILITY EASEMENT - SS .. 152707D '�' EXTENT OF RE -PAVE ; W A-29 IEMPDINART INLET 225 E-Z 46300.6 TA. 1+60 ,y I STAr 7+77 PROTECTION (TYP.) WNYy�, pM, - _ N 1517861B SANITARY SEWR VENT RPE . 123M52307SS ' 2 T r 47 yL(.t " • 'P"' b. I a i .A') ' �e � .+E� ,. t.—Sy- MANHOLE. SHEET v'} E . ]K512t - (SEE DETAIL, -VENTED SEYi.A - 4 5,w }-} 8 PIPE A 25 2yj # 1 ( / 3+00 M_ i� 1mt - A r .A'i. ( p~' �-j;_�*,Do L s �7b•'. f +; "r. �r �'' a w��i-' IIIN 6. Co PVC x " F{ ' qF." AA�10P &I Y _. Ww�.". �-"'_^ �J� uJ eErm pWATE204 C w srA- e+lz 1, 9 - . ' t A� ` TO EXISiNGO WAIERINf S Yn A-2] V 35 UN E+' �VV . OEWRECT PER . AN A-23 a"- 208 REMOVE EXISTNB 4' G AND w41� ME %e. W MAMJFAC S STA. S+g2 CONNECT a' C600 PVC WATORRE _ O MH A-26 t r; 4.,.... AEE,EH• �ONS N 132131.4 --- _ N - 151786.E E . 236Y''7 STANDARD SEWER NOTES: E - 25M4" N3 1 1 �� 1 F y t. SEWER GUARDS REDIIWEO AT All MANHOLES STAINLESS STEEL SEWER CUANOS _ ••� F f rw"T j '"'t 60 Il a 6' C000 PVC AMTI-SEEP CpAM ; s A W - ORIGINATE N MANHOLE AND RE REOTE AT RIGHT KR WAY NNE L `- > i S -. W 6BORE �SiEE1 224 JACK NOTE, - - .. \ — - RECURRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 'err M, 152424.4 G 17 - THE W50. E FOR FILE WON FROWEINM IS 2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT R/W LINE. ._ _. _ - __... CASING _-._ AT 13+50. 111E PROFILE YETI FIipN STATION SERVICES IN CIJI DE SACS ARE REDIATLFD TO BE PERPENDICULAR, OR MUST W A-27 `. _-11+50 TO 13+'JG IS SHOWN ON BEET A-6. T 216 N ._15151/20 - t t "•7:.. ..'°'^...-. - .I e E 234646E 3. ALL SERVICES TYING INTO YIECTIE 01 C MANS SHALL BE CONSTRUCTED OF aAss 350, DIP, MTH PADTECTo aot ¢AAwc EPDXY LAMNc. R _ 220 - 4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS �^ - ✓' '- r SHOWN. .. _ E HT. A- SEE SILT. A-13 20 20 16 ~— ? 16 _ - , 12 12 +h i AR ��8 It'dDMINc 6' WATERLINE j 3 EXISTING 15' RCP o <. .._ _ .._._ ...... ._6WATERUNE j ,EMISTI EXISTING EXISTING 12 ' C 900 b .. . STA . 4+30 ^ -.. .. !-(BEGIN tOtB6 BORE MTT 2T) AIII INV - S.w + Q . I < log LF ... _ g... PI Q PIPE. A-27 253 LF OF 6' C-ROD O O40K PIPE A-26 b0000 0. 40K ,� PONE A-24 11(4 Li OF t 0' C- -- 0 0 25% PIPE A-25 2Jt Lf OF 10' C-900 O 62b1i ''.. O28x-9090.O,30X .. 4 PIPE A-23I01 if 10' G. m o 152 tf OF BORE W JACK i+ a n i _6 •-r $ii Ysi�?y�^i (BEGIN 3.90. EN05+42)F<n�YY I3IIeY b<.ii-... _....."�+§H HI Ad.1.�N(j Es.EI -8_.- Y 1 a N ♦b -.F '<-�Ytb 1Z I I 1 < F��.D , 3' in6 _•- <� ¢n¢ ; N¢S° ¢S <=b�N. iv n... ; b « ; VT �,` SS ASS —12 —12 FiNAt- DESIGN — •.NO'T RELEASED FOR CONSTRUCTION - E _ 2+00 3+00 4+00 - 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 .CP•,. WCAPa "•., __ ooR NNIET sTAElr ^L:t.xO r°R DALE �T' Es �i`c PLAN & PROFILE FAIL zv .� w.ux,cty, nc :awe WK p,o)+e2-.:o0 "°9A0'T ° 6FAL MASONBORO SOUND RCA; �DICKSON ®°"e 024964 OYSTER BAY LANE oN Lam"'"""° p WATER AND SEWER 1W 1MWtar SrN CbNna CbRNUefW 1 'FAN R'T` AI -IN. m "0Y H e ucLu• - STA. 0+00 — 13+00 N0. REVISIONS ,t/grywr Vc LaxY HM i-aT1. IWrnIm oc.R N�O�;` UE. ` N ..o e� I;}S�/p r i:.-, - c NOI _.. ^•I__v .ay-.CSN7. -11^ I. ELEVATION CONVERSION FOR FLOOD PLAIN INNAYOBB 1 DESIGN ` J 302 300 byi T 7 �- n 7 y�- �— T-•.- -�- r.•wa +1 L8 � � i ` DATUM NOM29 IS+0.85•. ���ti W PPE A-3A ,. Y7c-= NM.T...a. III w' ' ! ti �t _ /� z � - Is 8 EAAE 0004ASE _ \R FNAE ININ g5W A 2903 e ; -�' AN Alsiit 3�T �, ,...1 NONE: 724 cwTsrAL N 1510820. E . 2345083.1 E . 23461665 f J I .:I t. TERCONTRACTORSE 70 VERIFY ME LOCATION Of _ T +B1 " WRIER AND gRER SERVICES AM INDIVIWAL SC�AE BAR -.. _. \\ I I 2. CONTRACTORTO TREE PROTECTION AS REWIRED TTO PROTECT TREES. WETLAND GENERAL NOTES: ANY IEVPp AR' :',LLS YVST BE REYONED w MFW ENTNETY NO 111E I, m 307 AFFEETEO AREAS REURNED TO THEM PRENSTWD ELEV4nDC BAN FILL EXISTING 6' PVC WATERLINE LOP I]a TNEN. WTN MIGNAL SOL YATERI.M. ' 2 BE TEMV(HARY PLACEMENT OF EXCAVATED OR NLL MATENAL N WAlERS N KTIANOS AL BE FOR THE ABSOLUTE MINIMUM FERMI OF IME CESSARY SJS• AEC SETBACK t�. TO AGCGMPD N THE MVRX AL GRADE RESTORED AND EROSION CO MCN S AFTER SMALL _ BE RE PL AND TIE W SE IMNT PON AND WTNN 1W0 MRITM AFIRE THE 31Y UTILITY EASEMENT \ i DM90N 0: LAND RESOURCES HAS RELEASED ME PMOECT. I 3. EACH INDIYDIMMEDIATELY MAL NOSING ALL_ BE STABUZED AM RED TOP GRASS 161�., 1.` ... )AgSR Yw0s9cSTA$UENG MM NM-NAIDEA �M. , ^ . iFA1NARY SET FEmm - �— �I - �. I • PERMANENT. NT, MA PRANED BLEFAND HALL NOT SHALL 30 IlEET (9 M TO I 1 4Y. MINIMUM RIOM PRACTICABLE AND SHALL NOT EXC® 30 FEET (P METERS) N .� Y 335 3W UnUTY EASEMENT u CONCRETE ANTI -SEEP DOLLAR r'" TRH•'@ VIDE i H ON SHY. SEE PROFILE,„ v , STATION 20+00 ( y v • I MATCH LINE 1. CONTRACTOR TO MIAM IZE ASPHALT WTS TO ME MAXIMUM S Et ._.—; .__. . �--� .• -�_ ....-•tea--.� .. .. EXTENT PRACTICABLE. CONTRACTOR SHALI� FIELD VERIFY AND LENGTH OF NEEDED MN MONEEE PRIOR TO EXCAVATION CONTRACTOR USE BOX AS NECESSARY CONTRACTORLP W2TRENCH MIDTH. CAPE AR PUBLIC IT 7Y AUTHORITY 2REPAVE WNOCH SE LANE. 3 }, ! Q^"% GENERAL NO c: . (SEE SHEA-9) y5 a Y� E Sgt. A-7 t. NO EXCAVATED MATERIAL SMALL BE PLACED w ANv STREAM, piCN SEE SHT A-9 I 2, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDEACROUND I UTILITIES BEFORE ANY CONSTRUCTION BEGNS. _ ... .......... • 3, ME CONTRACTOR IS RESPONSIM FOR TEMPORARY SEGMENT AND - - 18 EROSION CONTROL MEASURES IRMIE CONSTRUCTION IS IN PROGRESS. - 100 YEAR FLOOD ELEVATION �.. -_ . _.: � WATERLINE _ C THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL - �' { COVER DISTURBED AREAS. _. II 14 5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOMN A STONPRF •Y A- t .:. AREAS (TO ARRANGE AND INSURE COMPLIANCE NM ALL LOCAL AND STATE REGIMTIONS). _ . _... •.. _.. .�: _ - / Z 2013 10 WE AND AREA a.9 C 9p0 289 LF OF 8 C 9000 PIPE ItUCI Y _. � � I. .. _ I ..: �€ • :.. .. .. ! EXISDNO 9- 1TATE LINE .. __.. ',, 14 STA TH6R A ii m n .. 2 SrA . Nr00 STANDARD R NO C < * o u _ q _ y 10 PIPE A-28. .._ _ __ .. 1. SERER WARDS BEMIRED AT ALL MANNOlES. STAINLESS STEEL ; 1 M M I I K (�EI�i 1 60 LF OR BONE i JAN i� A-29 A >t OF 6 C-9W 6 0.AOSSENER WARDS REMIXED AT MANHOLES LOCATED N TRAFFIC Rn. / (BEGIN 10+61, ENO 11A21) OF 8" PIPE < < < _2 PPE A-28 C-9000 D.AO1L .q.. 2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT 'a'n _ 11 Al �.j 6 ♦ �i 3 N N Yi L!� J ' R/W LINE. SERIXCES IN CUL-DE-SACS ARE REWIRED TO BE `( PER OIW ..AOR MUST ORIGINATE N MANHOLE AND TERMINATE �� A - - /. I n av h yr : IXEiE ANn_errP i 00E E E E F 3 ry M E X CONSTRUCTED OF CLASS 350. DIP. RtM PROTECTO 101 CERAMIC !- 'T fL.l91I GTON N _ Y. 2 m . z Y m-�� L911AR (1W) ; n_� } i R.� 1 �XSERVICEG TYING INTO DUCTILE IRON MANS SHALL BE ti - - - 4. IV UTILITIES EASEMENT PROVIDED ALONG TIE FRONTAGE OF ALL LOTS AND AS SHOWN. •..:.... ... 1.. - I I —10 S. NO FLEXIBLE COUPLINGS SHALL BE USED,.. as ss FINAL' DESIGN — NOT ELEASED FOR CONSIIRUCTI N 11+00 12+00 13+00 14+0 15+00 16+00 14+ 15+00 1 +00 17+ 18+00 19+0020+00 cTATIr1Ai 11Ni117 = RACK STATION 14+12 = AHEAD OI s.I[w F� RTicTuiMITI RAf$iT iANAOMn "` la ODMINN iQ�— A�S� 1/a5/]NI _. � � I. .. _ I ..: �€ • :.. .. .. ! EXISDNO 9- 1TATE LINE .. __.. ',, 14 STA TH6R A ii m n .. 2 SrA . Nr00 STANDARD R NO C < * o u _ q _ y 10 PIPE A-28. .._ _ __ .. 1. SERER WARDS BEMIRED AT ALL MANNOlES. STAINLESS STEEL ; 1 M M I I K (�EI�i 1 60 LF OR BONE i JAN i� A-29 A >t OF 6 C-9W 6 0.AOSSENER WARDS REMIXED AT MANHOLES LOCATED N TRAFFIC Rn. / (BEGIN 10+61, ENO 11A21) OF 8" PIPE < < < _2 PPE A-28 C-9000 D.AO1L .q.. 2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT 'a'n _ 11 Al �.j 6 ♦ �i 3 N N Yi L!� J ' R/W LINE. SERIXCES IN CUL-DE-SACS ARE REWIRED TO BE `( PER OIW ..AOR MUST ORIGINATE N MANHOLE AND TERMINATE �� A - - /. I n av h yr : IXEiE ANn_errP i 00E E E E F 3 ry M E X CONSTRUCTED OF CLASS 350. DIP. RtM PROTECTO 101 CERAMIC !- 'T fL.l91I GTON N _ Y. 2 m . z Y m-�� L911AR (1W) ; n_� } i R.� 1 �XSERVICEG TYING INTO DUCTILE IRON MANS SHALL BE ti - - - 4. IV UTILITIES EASEMENT PROVIDED ALONG TIE FRONTAGE OF ALL LOTS AND AS SHOWN. •..:.... ... 1.. - I I —10 S. NO FLEXIBLE COUPLINGS SHALL BE USED,.. as ss FINAL' DESIGN — NOT ELEASED FOR CONSIIRUCTI N 11+00 12+00 13+00 14+0 15+00 16+00 14+ 15+00 1 +00 17+ 18+00 19+0020+00 cTATIr1Ai 11Ni117 = RACK STATION 14+12 = AHEAD OI s.I[w F� RTicTuiMITI RAf$iT iANAOMn "` la ODMINN iQ�— A�S� 1/a5/]NI MAMI STREET wElHWT01.I INI� . ml-E DDICKSON LaaYen. MPM Ceram. emwWYHRONuvbR. aatiMla,IR FpN caraa. NC IADIR�IMDPi-W>. iEtEA5E0 [4A W1E --� AMIpVAl1 CWRTIAICXIN RNO W MASONBORO SOUND ROAD WATER AND SEWER PLAN & PROFILEim WINDCHASE LANE STA. 13+00 — 21+00 i 3OO TREE PROTECTOR. TTP. r VARIABLE WIDTH / UTIUTY EASEMENT 3O2 -ta 1b'ar w ' . w qw MMfET SIMET 9tENw*w. uc zetm WDICKSON 1I'{EAAFp FQ I DATE ygpp,IS � t� �� ��� ��� mrmunkY mlrosVuc4va mna9t9nb • h>rao�z •c uaRTE xn X_wTA xcam o9a ROTE CONTRACTOR TO MRWIZE ASPHALT WTS TO THE MAXIMUM EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD K FY MO AND LENGTH OF CUT NEEDED KITH ENpNEER PFIOR TO EXCAVATION. OONTRACTOR SHALL IFSE TRENCH BOX AS NECESSARY TO HELP MINIMIZE TRENCH WIDTH. Em GAR ry MASONBORO SOUND ROAD PLAN & PROFILE A_g 0249 2 95, `MNDCHASE LANE EXTENDED WATER AND SEWER STA. 21+00 — 24+27 N0. 575' AEC SETBACK (SEE SHT. A-9) CAPE FEAR PUBLIC LITIUTY AUTHORITY 28 , GENERAL NOTES- 1 NO EXCAVATED MATERIAL SHALL BE PLACED, IN MY STREAM. DITCH OR ORAIMADE-WAY . Z THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROLAQ UTILITIES WONT MY CONSTRUCTION BEGINS. EMS S. TERUNIE I1 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AMID EROSION CONTROL MEASURES WHILE CONSTRUCTION[ IS IN PROGRESS. 20 ♦ THE coNTRAICTMIt Is RESPONSIBLE FOR IsTABUII OF ALL DISTURBED AREAS S. THE CONTRACTOR IS RESPONSIBLE f'CIR LAY DOMIN & STOCKPILE AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND 18 STATE REGULATIONS). PIPE A-M fif of e 12 C 340 MENT OF RE -PAVE. MIN A-34 STA- 0+64 N : 151175-02 E 2345OZ (SEE SST. A-11) EXISTING GRACE 1f LF g 0+00 +oo N~ "S 110405111) NIX DAW WKArnWrALA DICKSON NOTE 1. CONTRACTOR TO MININIM ASPHALT CUTS TO THE MAXIMUM EXTENT CONTRACTOR SHALL. FIELD VERI� COASTAL SHORELINE VXT LENGTH OF CUT NEEDED MIN ENGINEER PRIM TO 30' BUFFER FROM WIN EXCAVATION' CONTRACTOR SMALL USE TRENKH BOX AS NECESSARY TO HELP MOMMIZE TRENCH WDTH. z CONTRACTOR TO RE -PAVE CABBAGE iNtEl AND AMOCHASE LANES, IVA 41 ME� 7V5' AEC SETBACK PLAN & PROFILE A-10 MASONBORO SOUND ROAD CABBAGE INLET LANE EXTENDED 10 WATER AND SEWER I STA 0+00 - 2+12 Z/NO. (SEE SHIT, A-8) i <. ]O' UTILITY EASEMENT "� NCITE- NOTE. L ELEVATIONCONVERSION FOR FLOOD PLAIN IN NAVDM TO DESIGN ' DATUM NGYD29 IS +0.95'. ,. EXTENT A TO SMITE A�ALT SHALL TO THE MAXIMUM EXTENT CONTRACTOR Yf1i1:Y MALL GINS ANDLEN DI O To � F i EXCAVATION `[R�ACR 9�i� USE tREENNCH BOXASTBAPORARY NECESSARY LT � TO HELP AWWZE TRENCH WIDTH. ' ` � 2 CONTRACTOR i0 RE -PAYE WNDCNASE VME. - t a FENCE 1YP.) EXTENT Q RE -PAYE 311 `�~ i 31 S r' � LAME - PIPE A-38 P MAO ASE TY a • �.# > COASTAL SHORELINE 30' BUFFER Fltan ... 310 NOTE: Y-• ri I, _ 1. THE EXISTING WINDpUSE SANITARY SEWER SYSTEM CONIMSTS OF G' MICA-i9 ST - 0!W TEMPORARY INLET PROIECR 32O PVC LINES WITH BENDS AND CLEANOUTS. CONTRACTOR SNAL. CONTACT PROPERTY OWNERS IN WINDCHASE BEFORE UYNC ANY - - -... N Y3TDSiA E -; 1346TSQ3 IRA A-39 STM ,%` BEST OEIERMINE THE TH iE ARE E S 111E EXISTING . SEVER SYSTEM. THERE ARE EXACTOR SOWER SERVICES j S 304 308 N ,30933.8 ., 5095 E _ z34e3 a, 318 % % WITHIN H SYSTEM IN OPERATION WRI AREA CONTRACTOR 70 KEEP EXISTING CONTRA IN NEW SANITARY SYSTEM IS R STAUEp. J L M R TO INSTALL TO NMSTALL TREE PROlEC710N AS REQUIRED TO 2. CONTRACTOR TREES, PROTECT FREES. 316 / 312 _ It -- - - - - - - CE#vei _N W, z s I-... Zo r --- t------ it �y _8) _ 1. A i�MiN� ON A y.. .... ._........I i a i._ /",S CTION t _ NOT I RE E SEI� FOR ' +oa t+"oo - 2+00 - 3+`00 — TM �m n� su�ww LziaeT»r�]om�rzx -- " Y I, SMfiT \AlKWUWNC101a (910) Z-4=ADIKSON,;m. a,�,n�nr HNmawcw. cw.,I,ena b. «a�, D 1E oA- u UJT. PECdO DY4 MASONBORO SOLING ROAD PLAN & PROFILE A-1 99496/ WATER AND SEWINDCHASE LANE dEs WER FMI L�l L!FRIM 1�7L] 9 xm rµN4 j`yrH�R 0 MASONBORO SOUND ROAD PLAN & PROFILE 02+ee4 i I SHOREWOOD HILLS DRIVE t��� WATER AND SEWER SANITARY SEWER FORCE MAIN N0. _CHUKKA WAY rw if 1 4" 01E LLJ 110 1024 1023 114 MASONEIOR 606 118 CD (=I 0 u CD RD =2 4 LN-- RECEI AV K. 056.1 4 1 DAM CD L M' -A- if CE VE INLET CABBAGE -A Cc tr 41#13 -IrCA4 Wl A4ilVG AEC F.- jTHIR A V Tolv, 1. - W �'- SIX6T MMIK 2PDICKSON E �-wd JAN 16 DMAM FINAL DESIGN - NOT R -LE-LEASED FL CONSTRUCTION (,I ZAn MASONBORO SOUND ROAD INDEX SHEET FOR AREA B WATER AND SEWER tiG scu£ 6AR REMOVE AND REPLACE CULVERT - r. M 0 i0 q p P EXTENT OF RE —PAYE +'Vo TEMPORARY MET PROTECTION (TYP.) 9 •,' MH B3 O , 25 NT. 15230.3 _ . / a E 234SM&S ZO6 BORE ! BO( .6•/4,0' ��� \ W/ Is- CASING i 9 t _ 1 ST • J \v - STAB—0435 UTIUtt EASEMENT e CUT AND PATCH \ ✓/ x PE 9_T c,. �GI CONNECT TO 1oa EXISTING L91co 0 k .•`4:.^ MH 8-2 1+00 5 NTH 1526M.5 NT• 152�� 1N.OW TS{51647 E . T345521-9 CONTRACTOR TO MINIMIZE ASPHALT CUTS THE MAXIMUM /•.• E . 0 q \ SMBT B. 7+69 EXTENT PRACi CASUC CONTRACTOR SHMA FIELD YEMi,Y w O N . 2152=8 ROTH AND LENGTH OF CUT NEEDED MTH ENGINEER OR To •.� •y` d`Ba EXTENT OF RE-PAVE�QTO E . 23456]6.9 EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS ^J L LRCTTIOAVIMIZE ��Amk T. NECESSARY TO RE -PAVE CABBAGE MTND MCOBS CEE( LANES. ARYO4_ (SEE SHT. B-2) 28 EXISTING 1S CUP ENSIiNC GRADE EXISTING 15' GNP SIA-• 0484 ... /j STA • 3+28 28 INY $T 55• / INV • D33• _IV y I 24 m R �� I 1 T / ExhnNc e w 4 20ITA2 ' 0 I I I i c, p 6-5,268 LF 8 C-900 PVC O 033X 16 ( PIPE a- 2. 65 LP : PIPE B- S44 W 1 C*MO Pw O 033% .._ . Y .6, G-010 {IMG - PIPE B-3. 325 LE B' C-900 PVC O 0.73s _ 18 STA �._,_ t.. NDARD SEWER NOTES' PI I �,MER WARDS REWIRED AT ALL 12 40 LF M BORE k JACK STA. CAPE F AR P I ITI ITY A THORITY EWER GUARDS REWIRED AT MANHOLES LOOCATED N TRAFFIC STAINLESS STEEL BEGIN .-� (6EQSTA.2+73. ENO STA. ]+13) -- AREAS. P U I 12 GENIER I NOTES: Z. R/WSERACESUNE SHALL BE M CUL-DE-SACS TO RAIN AND TERMINATE AT R/W ENE. SEANCES R MUST BRIG -SACS AREHOLEREQUIRED TO BE 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH _... _. AT RI HT-M-. OR NEST ONHXNATE IN MANHOLE ANO TERMINATE 8 1 r � � II ' OR DRAIRUCE-WAY. GMT-Oi-WAY LINE 8 i 3. ALL SERNCES TYING INTO DUCTILE IRON MAINS SHALL BE 2. UMUTES BEFORE ANY CONSTRUCTION BEGINS THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND CONSTRUCTED OF CLASS 350. Di, WITH PROTECTO A01 CERAMIC I ' a. T - '_. Z _ r r + _ _ 3, THE CONTRACTOR EROSION C NTRO-1M ARESPONSIBLERSSHFOR /EMPORARYSTRUC ION IS I NPR RE -..... AREAS.m n EPDXY CARING. . PRIBM THE CONTRACMIR IS FOR IZATION OF ALL q S THE CONTRACTOR IS RESPONSIBLE FOR UvpLDOWV k STOCKPILE 5. NO of EOBLE COUPLINGS SHALL ALL o a gN S ^ . ry n EROSION CONTROL MEASURES piILE CONSTRUCTION I5 IN PROGRESS. ... L014 AND AS SHOYM. 5 InR 4 >o �- ,. BE USED. Y... UTNTIES EASEMENT m .iK &ONG THE JAN 0 2 013' AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND m , - MONTAGE OF.. O STATE REGULATIONS) 1 (414 0+00 1+ g+CO j+00 4+00 5+00 6+00 + 8+00 9+00 10+00 11+00 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION �io�i (YIaN ipi-.ip —— �WKAW DICKSON pM• •a1bYN•M<.•�. °°°"` ` SpM �••�'••• CWTiMKMi , u itV nkcal,u^lure mw.tml I+s/i ArlmI xc Urn9C�i10.pi-uv pXMO op - 9FAL MASONBORO SOUND ROAD PLAN & PROFILE 82N04 WATER AND SEWER CABBAGE INLET LN./JACOBS CREEK LN. r } STA. 0+00 — 8+00 N0. Y (SEE SHT. A-9) Z {�� ANY INLET 8-6 1026 PROTECTION (TYP. STA - 1z+a9 1022 N A 1 8 INTERFERENCE STRUCTURE 1 024 E - 23453ae 4 6 1020 SANITARY SEVER 72FTO, LOnICE j 106�\_� AND 728. } N BAY D�� f .. SETA e. 13+64 1 �+ p,pE N 152249.7 ,6 y�•�r. \ $. y11 i�� IW CONCRETE OPEN CUT AND PATCH NOTE. 1. CONTRACTOR TO MINIMIZE ASPHALT CUTS TO T1E MA%NIUM 1 x3. EXTENT PRACTICABLE.CONTRACTOR SHALL El0 VERIFY 'WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PINIZ TO EXCAVATION. C097IRACTOR SHALL USE TRENCH BOX AS MN B 5ayty STA 2DO8. N - 1345M \ R i• r _ +�mro NECESSZE TRENCH WIDTH. 2 COiTRRAACTORTTO PANEHELP IMa1C085 CREEK LANE AND BIG BAY OIBVE. E - zNs4ao.o I 34' CONCRETE 104 CUT AND PATCH \ 8121 v\1 g V \v s (610 9t 8109 fi06 ppl��i' LIJ.W.f a�U L.Li"i� MASONBORO SOUND ROAD PLAN & PROFILE S-Z K494 JACOBS CREEK LN./BIG BAY DR. r �= WATER AND SEWER STA. 8+00 - 13+64 N0. ti� ' NOTE CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAO0I10UY EXTENT PRACTICABLE. CONTTACTOR SMALL FIELD %VVY WON AMID LENOTH OF CUT NEEDED ON ENGINEER PRIOR TO E%CAVATION. CONTRACTOR SHALL USE TRENCH BOX AS NECESSARY TO HELP MINIMIZE TRENCH WN- EMITTING MANHOLE TO BE CORE DRILLED. EMSTNG MH 18S LF OF PC 350 DIP STA - 0f00 N 156876.1 EXtS11NG FENCEE 2]1J95&J TO BE RESTORED'= TEWDRARY INLET PROTECTION TO ORIQNAL aqs w a CONDITION. ay..go �tP EXISTING 12' O.I.P. WATERLINE if,IgYq ^, � m � [Seal ♦ u O'y-------- TIONN ENSTNG TN 2*-/ BRIM COLUMN -- • , ..t-i= .' EXffiM1G B" WATERLINE STA . 0 N T3F95906R E . 234m1T.3 7527 7509 7535 w U A i i Y HALT OPEN COT AND PATCH SST TA C-24it19 N . 157200.4 3701 7429 E1 843 7423 57W AEC SETBACK 36 -APE FEAR PURLOC UTILITYAUnMItt _ _ - 36 GENERAL NOTES ' i I 1 '. 1. NO EXCAVATED MATERIAL SHALL BE PLACID IN ANY STREAM. DITCH t _.. -�— OR OfRANA(E-WAY.32 32 2. ME CONTRACTOR IS RESPON9BlE FOR lau1NG ALL UNOERGRWNO UMTIES BEFORE ANY CONSTRUCTION BEONS-- y THE CONTRACTOR IS RESP(ONSIKE FOR TEMPORARY SEDWENT AND -" THG 1 — ExISTNG ACE xISTiNG ..RA�c ER0901 CONTROL MEASURES WHAE CONSTRUCTION 5 IN PROGRESS. —�' CX5 2 WL i � �- I t .. I EXISTING 18" RCP % E 28 28 .. THE CONTRACTOR Is RESPONSIBLE FOR STA9lRA1MN 6 ALL :STA . zTn DISTURBED AREAS.IWV . 02 JA//_. -- IN S. THE CONTRACTOR 15 WSI.ONSBTE FOR LAY DOWN ! 5100KPXE I --E AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND = I I gSTNG B" Ml 24 STATE REGULATN)NS} y,_ _. I _. Lam. • - _ '- STANDARD SUER NOTES, COVER 1124 1. SEWER WARDS REQUIRED AT ALL YANNO ES. STAINLESS STEEL + _ I PPE L 1. .8 OF 8" 0-90D W 0..� SEVER WARDS REWIRED AT MANHOLES LOCATED IN TRAFFIC - I.. �1 J' — -_' RPE G-t B2 lF-- PIPE C-2. ]38 LF B' C-90G OO.IUx �... AREAS i i .__�. I 0 C �00 .. 20 Z. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT I a— i I - ( las Lr or Pc 150 DIP R/W LINE. SERVICES N WL-OE-SACS ARE REWIRED TO BE 1 -.. .. 20 PERPENDICULAR. OR MUST ORRANATE IN MANHOLE AND TERMINATE r — - ". ._t^ . -.- •- " --. EE AT RIGHT-OF-WAY LINE. - ' r ! 16 J. ALL SERNCES TYING INTO DUCTILE NON MANS SHALL BE ..-..-i. I --� -_- __ I�._ 16. CONSTRUCTED OF CLASS 350. DIP. AM PROTECTO 401 CERAMIC ! i + .. - r M �i EPDXY LINING. I _ '.. A. 10' UTUTIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL _r O $� A v 2 � 1 v i '= m 1 H - ® 12 LOTS AND AS SHOVN. $% 3 i �r i i i i _� — _�—_ ... $.__ 12 S- NO REXDIE COIWLINfS SHALL BE USED. I _ V 1 • A' 1 v u �`��� J N d -- _ a s . _ _ _ __ 1 Q01 - I _ `�`. _`--�"i"1+_ Z Op+ IF FINAL DESIGN - NOT RELEASED FOR CONS*RUCTiON 4 4 I .. _ _3+00 4+00 5+00 —4+00 —3+00 —2,00 1+00 0+00 00 ^` 6+00 7+00 A , ntu Na 11LW , n REVISIONS MANIT S114E, ImrwW9 rOR IMrz 'a wK Wm ) xc N, WYN (YY.a Tom— ,IDICKSON ;...T mmn,wl„ n4 Irv<lur. ca.nd,anM 4,d. „nv.W. Nc umlQ ,n .-D%A IAmm ow MASONBORO SOUND ROAD WATER AND SEWER PLAN & PROFILE I/N MASONBORO SOUND ROAD STA. 0+00 - 6+00 NOTE .. _ CONTRACTOR TO WMM ASPHALT CUTS TO THE MAXIMUM EXTENT PRACTICABLE. CONTRACMR SHALL FELD VERR'T NOTH AND LENGTH OF CUT NEEDED NTH ENGOEEP PINOR TO EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS UECESS y TO HELP M ZE TRENCH MOTH. r � aw. xux A2 avu{ am asoAre SFD EfF a ¢ RENSNINS S MN c-s n� STA . 7+20 M 157484.3 OPEN CUT AND PATCH `�eMa[ an rt.r: -,. MH C-4 STA - TT+M N . I5783{.S aa9 YNBtET sTxcET R4EAYD Ug NAre — �•�•��.•�� `AN wuaxmut xc nwf �.,Ny R 1� (910) M3-.TU Ct 1li ZOi�} MYY DICKSON >, -�— foaM.a a nity NheatrucWr. crosdtanN — ffJlf/30�1 E M NC 11QN9N0. f-W]{ KWIO Gf B MASONBORO SOUND ROAD PLAN & PROFILE MASONBORO SOUND ROAD WATER AND SEWER STA. 6+00 - i1+20 N0. - CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD SEWER NOTES' # GENERAL NOTES I. SERER GUARDS REQUIRED AT ALL MANHOLES -STAINLESS STEEL } SEWER G MOS REWIRED AT MMHIOLES LOCATED IN TRAFFIC RO SOUND ROAD 1. NO EXCAVATED MATERIAL $HALL BE PLACED N ANY STREAM. DITCH AREAS OR MUNAGE-WAY. 3. SERVICES SHALE BE PERPENDICULAR TO MAIN AND TERMINATE AT 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND R/IP ERE. SERNCER IN MUST ORIG RATE I ARE REWIRED T BE R UlRlIES BEFORE ANY CONSTRUCTOR BEGINS AT RIGIDICOAR. OR MUST OPoONAiE IN MANHOLE AND TERMINATE •• AT RNAIT-OF-WAY ENE. ]. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT MI) BAREROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS I ALL SERVICES TYING INTO DUCTILE NON MAINS SHALL SE a 0 m a CONSTRUCTED OF CLASS 350. DIP, WIN PROTECTO MAM t CERAMIC W q� 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL EPDXY LINING. DISTURBED AREAS. A. IV UTILITIES EASEMENT PROMDED ALONG THE FRONTAGE OF ALL t ' - - S. THE CONTRACTOR IS RESPONSIBLE FOR UV DO" R STOCKPILE LOTS AND AS SHOW. AREAS (TO ARRANGE AND INSURE COMPLIANCE WIN ALL LOCAL AVID dF STATE REGULATIONS} 5. NO Fl-EMBtf COURINGS SHALL N BE USED. 77Z7 575' AEC SETBACK / 7719 NOIE: / r i a r CONTRACTOR TOIC BU. CONTRACTOR ASPHALT CUTS TO THE VERIFY EXTEN/ WDTH ID LEN ADLE. UTEEDD SHALL FIEU)DINE VERIFY - WDM AND . CON A CUT NEEDED E TRENCH ENCBO PAS TO NECESSARY. COILP MINI I SM TRENCHO BOX AS m NECESSARY TO HELP uNIWTE 1lIRICiN WON. 7715 ..q �� i �y � a t I < f 7 , / 575' AEC SEIBACK ... / 7f 5c EXISTING MANHOLE TO BE LORE ONLLED� .. r . m r i 4 I .. -. '- „ JA'N I *SONSORO ' MASONBORO SOUND ROAD 7541 DC3S-M3DCiTY r SANITARY SER301 n SNI ATARY SEWER � 7601 75Z7 NOTES 1. ACTUAL LOCAOCH OF SERER SERVICES TO BE ESTABLISHED IN FIELD BY OMERS. PRIOR TO COMMENCEMENT OF CONSTRUCTION. ]' MIN. covet FOR SERVICE PIPE BREATH DITCH , I. EXISTING DATA ON THESE PLANS FROM FINKBERER, PETTIS k STRO T. INC.FROM PLANS SEALED ON 9/26/00 7609 \ 7535�E 7621 7617 9CAlE aAA \ REVIONS r. ....or �� 9M M , Sl lR--�OAR Nir 704�.12DICKSONW OF SB 1■■�.rIJ■�.�19■1. �.,_� MASONBORO SOUND ROAD PLAN C-3 WATER AND SEWER MASONBORO SOUND ROAD NO Y j I I 731a - 7316 b. 7333 MASONE)ORO SOUND ROAD _-L� -_.-_- "1 = 7311 .. �� SANITARY SEWER SLRVINrE (TwJ -,,J"A i ` ,q 523 513 M ouN� ROPE �Bpgo 5 -x' 7211 SANITARY SEWER SERVILE FOR LOT If 7215, 7219. AND 7223. Y 73 55 a"• Ax i I CAPE FEAR PUBLIC UTTUTY AUTHORITY GENERAL NOTES: 1. W EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH OR DRAINAGE —WAY. 2. THE CONTRACTOR IS RESPONSBLE FOR LOCATNG ALL UNDERGROUND UTILITIES BEFORE ANY CONSTRUCTION BEGINS. 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WHILE CONSTRICTION IS IN PROGRESS 4. ME CO TRACTOR IS IHESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS. 5. ME CONTRACTOR IS RESPONSIBLE FOR LAY DOWN 3 STOCKPILE AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS), 7215 �N «c —, M %M ET STREET ImE� FM MR UPI a nx (IpIFTM NC }!bt .� Alt — SDICKSON I INN Naa M, W ra IaoN.«.N. M x.[ canmu.nr WRG1«clw. rnn.Mlmt. s..a cwa:+° mxsmucna ' nNGRTGA- Pc LrcNSQ°°iwPi-a1Ts xccwo oNa. /60' EXISTING UOLRY EASEMENT NOTE: CONTRACTOR TO MINIMIZE ASPHALT WTS TO THE MAXMUM EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD, VERIFY WIDTH AND LENGTH OF CUT NEEDED NTH ENGINEER PRIOR TO EXCAVATION. CORTRACTOR SHALL USE TRENCH BOX AS NECESSARY TO HELP MINIMIZE TRENCH WIDTH. STANDARD SEWER NOTES I- SEWER WARNS REOUNED AT ALL MANHOLES, STAINLESS STEEL SEWER WARDS REWRRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 2. SERVICES SHALL ME PERRI'EHDIC//lAR TO MAIN AND TERMINATE AT R/W LINE. SERVICES N COL -DE -SACS ARE REWIRED TO BE PERPENDICULAR. OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE. 3. ALL SERVICES TYING INTO DUCTILE IRON MANS SHALL BE CONSTRUCTED OF CLASS MO. W. WTH PROTECTO 401 CERAMIC CPO" LNRNO 4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN. S MD FLEXIBLE COUPLINGS SHALL BE USED. �� 7223 7219 RECEIVED 1t 16 2013 DCM--M9D CM' SANITARY SEWER NOTES 111 1. CONTRACTOR TO VERIFY, ME LOCATION OF WATER AND SEWER SERVICES WITH INDIVIDUAL PROPERTY OWNERS. 2. EX19TING DATA ON THESE PLANS FROM FNKBDNER, PETTIS k SMWT. INC. FROM PLANS SEALED ON 9/26 c. JAN 0 2 2013 DCM'VILMINGTON. IOC FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION MASONBORO SOUND ROAD PLAN C-4 WATER AND SEWER MASONBORO SOUND ROAD N0. d. SANITARY SEWER NOTES I. CONTRACTOR TO VERIFY THE LOCATION OF WATER AND SEWER SERVICES WITH INOIM AL PROPERTY ONNERS STANDA?O GFWFR NOTES: 1. SEINER GUARDS REWIRED AT ALL MANIHOIES STAINLESS STEEL SEWER GUARDS REWIRED AT MANFOES LOCATED IN TRAFFIC AREAS 2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT R/W LINE SERVICES IN GA -DE -SACS ARE REQUIRED TO BE PERPENDICULAR, M MUST ORIGINATE IN MANHOLE AND TERMINATE AT NOHT-OF-WAY LINE 3 ALL SERVICES MNG, INTO DITCBIE IRON MAINS FIALL BE CONSTRUCTED OF CLASS 350. W. WITH PROTECTO 101 CERAMIC EPDXY LINING a. 107 UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN. 5. NO FLEXIBLE COIPUNGS SHALL BE USED. I CAPE sap 18 M UTILITY AUTHOR GENERAL NOTES: 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ARY STAEA . DITCH OR DRAINAGE -WAY. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE ANY CONSTRUCTION BEGINS 3. THE CONTRACTOR K RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS. {. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS 5, THE CONTRACTOR IS RESPONSIBLE FOR LAY DOYM h STOCKPILE AREAS (TO ARRANGE AND INSURE COMPLIANCE WTH ALL LOCAL AND STATE REGULATIONS). � v Y: �7 . T: a.Y- • �•' . �I 'C w smuTloll I, Yu ,AEA Dan J N aCAIE B.R �o a to m s � r yem PM: TNIFNAE .� � �-Ix55z �rc11aN. u m.l� Ila rraT Ir gYa6 AI.YES R9A9 / BWL IIPM v smN a h f SITE PLAN - LIFT STATION NO, 1 (saE 9n. A-T) NOTES: 1, FILL TO BE RACED IN W MAUL OFF AND CONINACTED TO 9BK STANDARD PROCTOR DENSITY BEYOND ROGIc AREAS 2- BALANCE OF NSIURBCO AREAS TO BE MULCHED AND SEEDED. 90a YMAST S@ikt �'� Fa w'W ION RY. W NtMINC1CN. NC ]ENt �yya �.eiTr (NON m]-{200 II Ili Q__.. .ti3]<i :.— 5D CKSON OR[a Lawler.e YYN WYbv I Ta aawd � — r•'O �a -- aeNn wYE. mmI.NRY MAmwaH„m «R.Atana camMrtWOI L - Rna/mlr xc uaRYtaxO�-HUT. smAo o¢ w IES ITS' 15 if MM1 .\r WM W.UT EYI .�i \FLIWI 0\ MASONBORO SOUND ROAD WATER AND SEWER tw Hr mTa MIRIAIIR to IIAP sATId TvaWWlo-+r �M'aWlw 6" OF STONE t 10.0' � 19.6' MY 1QJYIIY. l� MNMN.�{{{{{ MT" wp10�9 Y 9ANTAA YIp1 FTMI YNN CROSS SECTION - CONSTRUCTION ENTRANCE YNE 9AR s o xs s la RECEIVED JAN 16 2013 S 0 ` DCMdYF3D CITY i ECEIVED JAN 0 2 2013 DCM WILMINGTON NC SANITARY SEWER XN10. LIFT STATION NO. 1 DETAIL SHEET MI� w L �T t• � r�r N.� .Ria. c�NC•:�RO M. artNraenowot LLivKN cruuvuN —t •. nwiuwq aff Ima. Y -- OMO[NLVfa e AIM VµMN RAf00pM1! 1 YKNIT ewrwraauoor PLAN •eccm I �.YfIIMflLVIIIYtI >rwrnrnwmwlw nnava. ¢wrzN rwcvanM•MMeeaMN YtfCf YYlEbltafwlM atlw®aaa nwMlmNa etracoaew.m. %t®wrtaaatNrro+me! 01. W 1MIMIKMRRIW wMw.ww M•rM¢i �M•IE.IaINRM• IVNN wttawMtaawlcH a+Mewan•au PUMP NrKc r TwM WM.NDe♦♦1 ••elw�yIex •I.Ilnall REM DM I DESMPTION w valI•ro•Mrao.rMrrr� e•aountaoFMrrvea u]raxauNlaNrr.lwwn) .1Cma1MiCM (Y wNI 11ReSAci FUW W(Mi'N CIINW AOulYce6wET KEu o.aAaAemaa M.�rvl wa•N•Ial 1••AO.PaEOaENSeM W ww Fl WLN.NNDM n[w.11 w' ___ WIVIIIrINCIN w'WN(•'I M Mn P NgY.NIOIMM WMM enlArt.wa� iailuitwrncaia trx.e T T T 4 T M aY � _ T T V 2S x T •• ' Y f x Y 16• x T Io• r - N m V 9Cn1fAA rotuam.W tcarwrAa� (Ib4 •Mort marelroww �.r MxnwreFx a+wvo ar:+tart u.raoca [R2ISO¢ sNRNraM•?r ttNaenelm Wrs.ennalau veveM SECTIONAL {A LADDER DETAIL +new 0 uorc]t♦ eelerrnt m ¢ I �.ue.taralaeerwraeatnr I ww¢o®oar+rwclot Lau r.marwwwwr,r•Ast _ »arN.as.•Ina - esr•aMaaoal asraol•awa �- lnmweaotn�„y� poo•teq �iiww l�J ---w.rwnlrN •oMMI••eo WI .•aneaMm nsr•mrosewMaa 11MM il' wloln.•r N9l gl101t ACCESS LADDER DETAIL I r w t �I�-� xrwa•I ..__+I ;A ...,A.w.I.•wwm aarnew Meaaawe I / � eM eN MA'OIIMIH newn r••aaal ap h 111 � .III I' III I I JJp IAsesw waKv.J.-:.r{..- M VIEW B-B TYP.. CHAIN UNK FENCE WIlrKN.o. ■Te uraRNmEs: wN p.ueMucrvlaa roes.MMl]ataw•M•raeuN I Mltraax.N•aE•n row or�w. YtLN AwtWO[auw s[rwunu.ai'Na.M1 e1RiTM[A fitblvavi roKewr wu ro [E+cE wau Iw o ew luv *a sa weam. PRESSURE SERVICE CONNECTKNI M""'"�"�`E"�"�"^••.wl°"^bfD6t°`- nwua.oNcaMMM - TEE&VALVE wuli.m uFrzR P..sF.oe[tov,.A anonnrWoa. 'KVF a.wxExs� wuut�Na.a tNva MM¢I ]M (MT M FM ro PUBUC FY) mscwLE G..n 4us-4lCW tnlaerauMalmalO M{Tl6L s aNna .RVICE CONNECTION PUMP STATION I SITE PLAN ING SADDLE STANDARD DETAILS 111111 �e I¢sarNVIMMMMoIMIMtat lwarz n ro wax FMI rw w(goMOMay.rowar .m cw Caron_ aMMar, Nlnvar. a a•I.vraM t CAPE FEAR PUSUC UTILITY AUTHORITY • ,,F s C+4c(� PUMP STADON ] SRE PLAN 8TANDAND DETAM,M " asa, SD-4 0 MT 1111MICepe Feewr a wwn mu' u n PI]hNe UftAtAhpRy tm. sao MHwcr stews Imcsn rm a¢ aiM.M....w. rNo rlw.xloN Nc aMa MnMw]s — (910) ni-.AD DICKSONons. ...nla.s Maw we•M tr[w I a ity nhmtmc[ a cw"twts Swu CaaMa (pltAxllal tn/tai NC t�mla`1!Q -w,. ROaw DI MASONBORO SOUND ROAD WATER AND SEWER sa]MtalaM.•o anaa p.IQPaMes� RECEIVED IAN 16 ?01' DCIYI-M9D CITI DCNI WILMINGTON, NC SANITARY SEWER T—!- LIFT STATION DETAIL SHEET S (SEE. NDAN M) ON 10 TOP WREA STEEL POST -.. WDAEN MIRE FENCINGAS PEOCRFD CARES �1 Olt ... SILT FILTER FABRIC WAR`EDIAATE 39 51 FRILW"oLCR�`aLnr'm¢ �I_ FABRIC 12' [/YIN. r Lae NOR STAPLES o Iz' D.C. NOR STAPLES 2 ro 'FOk REPAIR OF SALT FENCE FAILURES. USE BOT WASICD STORE IN VEU OF Lf FILL COMPACTED FRONT VIEW SIDE VIEW NOTES, 1, 00S1N1. NEW MT FENCES AS SHOWN ON GNAWING ND AT LOCATIONS NECESSARY TO CONTRA SILTATION OF AGNCENT AREAS 2. STEII POSTS SMALL BE S N LENGTH AND BE O ME SEJ FASTENER ANKLE TYPE. 3. WOVEN WE FENCING WERE REQUIRED (SEE NOTE p). SMALL CONFORM TO ASM ANI FOIL CLASS 3 GALVANIZING. FABRIC SMALL BE A MWMUM O 32' RIDE "MAW A MNNI.M O E UNE WRNS MM 12' STAY SPACING THE TOP AD BOTTOM INFES STALL BE TO GAUGE AND INTERMEDIATE WOES SNAIL BE 12-1/2 WUCE. WE FABRIC SHILL BE FASTENED M STEEL POSTS WIN NOT LESS MAN N STAPLES I T/2' LONG 1_ FILTER FABRIC SHALL BE OF NTION. POLYESTER, PRONnf.NE OR ETHYLENE YARN WIN A WMIMW STRENGTH OF 30 LB./LIN. W. AND A MWIMNM OF SIR MANNING EFFICIENCY. FABRIC SHALL CONTAIN ULMANCLET INHIBITORS NAND STARILRAM. 5. F FABRIC FILTER R USED WIN A STRENGTH OF SO W AIN. IN. OR CREATED. ADD ME POST SPACING (S) GOES NOT EXCEED B'. WOVEN WE FENCING IS NOT REQUIRED, OMERWW. WOVEN WE FENCING IS REWIRED. ARID POST SPACING SMALL NOT EXCEED S. I I I INVERT - - - - - SECTION "A —A" ♦ k 1 L i Cal * wk o7ffm 1 M \ I'll,IW[Ii11 I \ \ 1 I I 1 1 1 1 1 I I _ CARRIER RIME THRU M.M. TO BE CENTERED. D.I. PIPE ER(Ya'IW ANn vrrM+IT fDI1NK NOtF[ EROSION CONTROL REQUIREMENTS: 1. FURSLINIT M GS IIM-S0E2). THE ANRE FOR GRADED SLOPES AND FILLS SMALL BE NO SEATER MAN MEANGLE TTXNAT CM SE RETAILED BY VEGETATVEE COVER OR OMG ANYMORE GOSON-CONMROL DEVICES GR 5111 RES SLOPES LEFT EXPOSED WILL WITHIN 21 CALENDAR oAYS O CGIW1EtIN O MY PHASE OF GRADING. BE PUNTED G onENMSE PROVIDED WITH TEMPORARY OR PERMANENT GROUND D COVER. DEVICES OR SURNIURES SUFFICIENT M RLSTRAN EROSION. PERMA EUT DRAWN) COVER SMALL BE !ESTABLISHED MAN N T CALENDAR DAYS OF ANY PHASE OF GAGD WAIN ANY NCDOT ROUT-W-NAYS. T. PURSUANT M MS. 1IM-57(3). PROVISIONS FOR PERMANENT FROLNOCp SUFFICIENT M REBTRAN EROSION OUST BE ACCO NFI.S Ep FDA Al.. DISPERSED AREAS MMN T WORIONG DAYS FOLLOWING rnaLenW OF CONSTRUCTION OR DEVELOPMENT. [PRISON CONTROL SiOIF2ICE: 1. CONTRACTOR M MEET MM OWNER AND NMI. FRONT TO BEGINNING CONSIRUCnON. E CONSTRICT TEMPORARY CGIN5n1=C ENTRANCE I INSTALL MY EROSION CONTROL MEASURES NCLONG AT STAGING AREA(S)L I. CLEAN SITE. BEGIN GRAYING AND EXCAVATOR AMID PPE LAYING 5. WSTALL SEGMENT AND ERORW/TURBIOIY MEASURES AS SNOW, AS CONSTRUCTOR PROCESSES AT ME ENO OF EACH DAY. EROSION CONTROL DEUCES IIIISI BE N NICE. AS DEPCIED ON ME MARS. 1P M M CURRENT ETD OF DISDAINING AREA. 5. FOLLOBING FRE NSTNLATIN. ALL DISTURBED AURAS ARE TO BE LEVELED OUT, SEEDED, WHO MAUCHED AS GUTENEB ON MIS SAET. AREAS AM NOT M LAY EXPOSED LONGER MAN > DAYS T. AREAS O PIPE INSTALLATION DOT LEAVE N DITCHES SMALL w LAND MAY, TEMPORARY STRAW MM NET M STABILIZE GISILRBEO DIKES S MAINTAIN ALL TEMPORARY MEASWES W11L PERMANENT AND UNBO W VEGETATION IS ESTABLISHED. B. CONTRACTOR SHALL LEAN AD RESTORE M PRE-CWSTRInW CONDITIONS ANY AREAS OUTRUN ME PRCECT LWAS MAY MAY INADVER1E1471-Y BE DAMAGED DUE TO TM FAILURE OF ME EROSION MEASUES 10, REMOVE ME REMAINING 1131PORARY EROSION CONTROL MEARMES UPON APPROVAL BY ME WAER. 11. ALL DERIDED AREAS WM BE SEEDED AND MULLED AT THE ETD O EACH WOO WEEK. T2 MO GREATER MAN 5000 LINEAR FEET SHALL BE DEMANDED MTNCXY SfID AND MULCH AT MY SIMON ARE. EROSION CONTROL MANIFNANO PLAN 1. ME CONTRACTOR IS RESPONSIBLE FOIL PROVIDING A RAW GAUGE AND RELOADING ME DAY AND AMOUNT O "WALL FOR EACH RAINFALL EVENT. E AL ERORW AND SEGMENT CONTROL PRACTICES RILL BE CHECKED FOR ST lB AND OPERATION FOLLOWING EVERY RNOFF-PRWUCNG RAINFALL BUT IN NO CASE LESS MAN ONCE EVERY WREN. MY NEEDED REPAIRS MLL SE MADE *IMMEDIATELY TO MAINTAIN ALL P ACAtES AS DESPORD. 1 ALL COIARUCTION ENTRANCES COOL BE PERIOONCALLY TGP DRESSED M AN ADO KWAL 2 VICES OF COURSE ACIREGAN M MAINTAIN PROPER DEPTH. MY SEGMENT THAT MS WAGED ,I OF ME PROECT UNITS S NAL BE IWEWATELY REMOVED. a. SEGMENT WLL BE REMOVED BEHIND ME SILT FENCE WEN IT BECOMES SIX NOES DEEP AT THE FENCE AR SET FENCE WILL BE REPARED AS NECESSARY M MAINTAIN A BARREN S ALL SEEDED AREAS SMALL BE FERIRIZED. WNLNED. WATERED. AND RESEEDED AS NE23EARY TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER- S. ME CONTRACTOR IS ULTMCVANLY NESPWRWE FOR MAINTAINING ADEWAIE ERCSION CONTROL MEASURE$ WRUN AND AFTER fX1N41RUCRON. MOTIONAL ERO9gN CNMOL MEASURES MAY BE NECESSARY AS GCIARD BY NATO CONDITIONS AND NO CHANGE IN CONTRACT PRICE MLL BE GIVEN. T. T, CWWACTG SNAIL LONOOUE M MARLTAN PERMANENT MD TEMPORARY ERORW CONTROL MEASURES MDL ANAL APPROVAL BY ME ENGINEER. AT WHICH RUE. ME CONTRACTOR WILL REMOVE ALL EROSION CONTROL MEASURES. E ME CONMACIG RNALL BE PESFONSXNE FOR CEMNC AND RESTORING M PRE- CONSTRIRW CONOAONS MY AREAS OUTSAN ME PRO.ECT LIMIIe MAY MAY RADVERRNILY BE DAMAGED WE M ME FAILURE O ME EROSION MEARRES UK 12, LI 7 WASHED STONE CLASS 13, s1 -\2, 21 T' MAX JJ�. AT CENTER FILTER FABRC A L- THE DISTANCE SUCH MAY POINTS D _ A ANY B ARE OF EOUAL ELEVABW \ 1. PLACE STONE TO ME LNES AND OIMETWOWS SHOWN R ME ft. ON A MYER FABRIC FOUNDAnON. 2, KEEP ME CENTER STONE SECTIN AT LEAST 9 NOTES BELOW NATWAL GROUND LEVEL MERE ME DAM ABUTS INE p mN IN MILS 3 EXTEND STONE AT LEAST 1.5 FT. SEDNO ME DITCH BANNS TO KEEP OVERFLOW FROM U DERCUTNNG ME DILL AS IT RE-ENTERS ME CHANNEL .. ENSURE MAY CHANNEL APPURTENANOS. SI3CH AS CULVERT ENTRANCES BELOW CHECK DAMS. ANY NOT SR.ECT TO DAMAGE OR BLOLXME FRW DISPLACED STOEB S INSPECT CHECK DAYS AND CRAWLS FOR OMANE AFTER EACH %MOFT EVENT. 5EELDEL&L AFTER ME NSTALANIN O THE UTILITY IS COPLEIE, ME AREA OSUURSED N A NON-gE510ENnAL AREA ROLL SE SEEDED AS FOLLOWS:' RECEIVED 5o Les./AcM TALL FESWE NIBS/ACE CENTIPEDE SO Lei/ACE PENSACCA BANACRASS 50O LBS./ACRE RRMBUZER .GOD LINS./ACRE I LIMESTONE .JAlk 16 2013 ALL IEROENnAL AREAS MUST DE NAND FIWSRED AS DIRECTED BY ME ENGMEEN To GIVE A 'LAW TYPE APPEMAHMV AND ME FOLLOWWG SEED MIX SHOULD BE APPNED: 50 LBS/ACRE TALL FESCUE TIPS I So Les,/AGE TALL FESCUE TYPE II DC.NI-M.EID CITY 5 LBB/ACRE CENTIPEDE SOD Leo./AGE FEl IZER IOW Lee./ALOE LIMESTONE TYPE I AG TYPE A TALL FESCUE SHALL BE SEPARATE VARIETIES CHOSEN FROM ME LIST ML[RR MVENNMRE ADVENTURE II A w MDISM MACEE MACE O ARID smooNsIQUE BONANZA DEBUTANTES GAITER CROSSFIRE A DEBUTANTE OUSTER Finnm . FAWN II ORANGE PEDAN iMAW NEUW I GENESIS CAME GUARDIAN JAGUAR JAGUAR IN MENMGY 31 om ,AW MONARCH PACER PAGE POE OLYM IC MUSTANG WYWNC PYRAMID 1[� REIREL R SAFM RENEGADE SAFNR ZV"TN L L 0 ) 2013 wENMR. OM AIM 1RAN 11 IONAHAWt IRAIMIIR 1RIWUlE DRUM MILMCIERFOR ALL MIXTURES SMNESL MAYI-AAR 1 %M�I q5 E.� LL�cm WILIvliNN1T)\.JIV; IAD010/LBS/ACPE 30 - RYE GAIN NC ..,.N,VV..VV.. .NWv aWR Mu SOPS MARKET STREEr. RGLAXD .OR Wrz �v Q(B _ �w—Am WK W""`T°"NO2I'M AAO ALW =? MASONBORO SOUND ROAD (ND) r1C 28AN42M DT \J A PLAN ROA . 1 RR AA.p12 �DICKSON MXWA EAL MISCELLANEOUS DETAILS GPNA PLAN IFDArz — N 1 RBar..i� QIp.. L[wLT.: Nwu wNInR - 02,10 WATER AND SEWER X la IwAE a.W s,,,In wMw cTSTMIBi ql� W DATE FAMmnMY WNN.wewl eTAN OlmM G..OR[ - ANAL �a um,NGz XC YQNy ND. E-451. RLC010 RW. _�} R ARSONS '.�'P1ER H J.•'V, YYN� 9rq PLAN VEH' IT nqI r w fnp1gLrt .eq 'rnr . INrt run i4 un ..iew• nMW a. e'A' Aa Mwl nn AM. ram q'm r rt OFIY WIGm t11 lA NM. n m�4 MMf.rgt oY1N. NIrY 1O.1,a Ft WW„r. gYfn n W. n M YYY W I1lA tlaMt I Y 1Pt. t grre r �... MPNONIIa rrm n rn arAM, MM' NA ntn W t aCMO. n4P r4 wm 4 nn w.4 ,aAatV. IN tuiq 4n a 4,DY IXM 4rtG.. Mqt I ra1M rq 1 -a' qY�n Mrt. llirx �Y.V/i'Y� atnG4NMM .m rr RAM R YWr t4i1� wnNtlr m. p m TT g Nr�I��•�vw m� u AWWtiii m: aQ%OF ALiT6AlAL G F NN '.r Wr rm. r 'M'Wrtr rn. nA, .s 'EMORA 91 C •[CTipl !-Y rn 4nt . •M -w w r �r rn. w _. w sue _ IEIi rn an •,tam. L111.e. M RHK Ii n .aFt to 2 w• W J� Du. 9Mq IN •►gfs11M__hA IL•TI•M..'40' E itlil" rMa ..nw 4....w11 t 4 n4.ts G v i10i mss• as. mv. ar J_� L1 y � . alOv.Rl I4S. i I . E44 t H a'9 nr xNM.,rm � f! b 6.4 wd • 8f 1.90 Iw N Al . I 1 t 1 ( 1 • • a x"�iFa r'�i.H • - MY MrM FL•B 4 - J SMEON Fate rALwc PRODLE RIP —RAP AT FLARED END SECTION NOBS OUTLET PROTECRON a¢ MrMrra xngG rM nINNw 1. La N In. Naqu al N a. aN . N• W1aP a a - l e cm.. m. , tlYq aam.4. W _I I. 6' • - v J. A rA.WPntI m rMa r, t - le• wM latmwa r.e.»a Iaumatun. n .aR O w rIMaP CMw - e a A µ 1 a A N 25, 1 RFLFA 1 t IIW M aw EL6K AM, Mq SEE CO I AR DETAILS , 1/a- B ]/R- — S 1/r T. BO% EOIIVALFJIT TO ENNS ENTEMMSES N0. E 3. STO. MEONT b IdS.i 3. 2- HUT I. BOx SET M WADE. �- 2. 8- MIN, Atli W ( MAX. It-) S/N BUX W Q ROC 1, RUE ALL JOINTS. a. CHECK C/O FOR CRACKS, 5. CHECK COMBINATION FOR STANDING WATER DP MT. G. Cl. REWIRED FOR TRAF AREAS ' TM• DI REIMA .0 3 REB ER IRO. 3 REBAR N0. J REBaP a ,/a ' uP A I 12 ANNMO 1/2 • MR W l PLAN _.. P fIN141ED (RACE M4ED PRECAST �� COROEIE C.0 BOX N011E 1. Z CAST IRON BOXES INU K k C.O. e0x PERMTIED IN IPArrtt AREAS 33 f. OEY CONCRETE COLUM AND PADS MINIMUM MTH A MIN0' Tr OR 2l 1 MAJIR AIRE MESH OR NEBµ 'ML BE MC4V ED. PLAN DETAIL a �i1 I� I Ip MAW a3�:zs`��z�•�I � al a 1 ME WNNMTIM WIRES ME r1AN 1E ELEy SERE 91QT c-a.w SECTION X-X CFwvY NOTE• 1. ALL DROP INLETS OVER Y-6• IN O M M BE PRONRD WITH STEPS. ON CENtENS. STEPS SHALL 8E M ACCOROARCE W/ SEE. BaON T. CUSS -B• CONCRETE M BE GSM, 3 MORTAR JUNTS ARE 1/2- S Ire-. a, SMCN MASONRY O INLET NOT TO BE USED IN LOCATIONS MIWECT TO iRAFMC. c. i NYBO BOSS WAL BE NETS ON a- SOAR CONCRETE BLOOsS MVERi [[II�EVADM OF HARD OME T INN MAY M USED M LIEU R NAID COYOI CUY 6MOf. SEE SHEET C-4.03 E FORMS ARE TO M USED FOR THE CON6lRDCRg1 OF THE BOTTOU SUB. ). F REVECRCED CWCAETE MPE 4 SET RT BASE SLAB Of WX AOD M SE BAAS S1ORR OR M. a EE` R FOR V-O' IN HEIGHT OR LESS USE WWALL OLER W-O- IN HEIGHT USE Tr WALL TO 6•-O• FROR TOP x WALL ANO or WALL FOR THE REMAINING6•-O. WANITEBE AO.S M MP ACCOWINOLY. 9. OIOP INLET - NCOOT SO. eW.TS FRAME W ORATE - HEMET SM. WAS o �,•eJeyEr, ��®�:ra�®o NP MARKET STREET INLEA>m ron I WB IW ab.l WK . NC ]MOI pRY01GIG1(ota) mz-azm .rPROMLe �DICKSON di. Lapllsa. Mq CMgMR VTR meeG.W emawarn. R]61MILtgH n� � awMNWMY 4Mseuctun cmW}lmM 1/II/EmE IK UCENS�NO�E-N)a ROJN Ora ECCEN,`, FERNCO ECCENTRIC CCOKINO BuSHINr, FOR CONNEC,MD PARS W UNEQUAL OIADETER OR MAINTAIN .- APPROVED EOVAL CWIMRIWS ROYaIE ••15y�1`• ii TT PVC PPE \ ELAW � DUC1tlF waN MPE AOORECATE STONE SECTION i-FEMICO-1054 SFJ,ES w/ lxcxm. WIN R• STANI STEEL COMPS TOP R SEES 6• AID BEAR RINGS, OR WTTOY, T M- N APPROVED EWAL. -r PVC PIPE ' OUCOE NOR PPE �m ELEVATION MASONBORO SOUND ROAD WATER AND SEWER _ _ �06EC1gN Oi RON _ _ START IANNO AT LOW END AND BELL ENDS FACING UPSTREAM. T I. TYPICAL GRAVITY PIPE INSTALLATION RECEIVED JAN 16 2013 IE'.MIH Jb�6�'II7M�1 PECEIVED JAN 0 2 2013 �iC'V INN MIN 1 6TACE AT EMI C01MER mmNO Ito = I .. I •:L • SILT RARR(K FENCE DT-4 MISCELLANEOUS DETAILS N0. >Ewrtorvs PAownwsPcoNMEnTs ros A.o.AooEtKs COnrPK PµEIWl EflVCSI YNENTS 0LWER pII'. pJi&PWIECT ZED AS RE TI ro 1:. 1XE CCNFl 1Ex RkEaIINED PDR TILS PI1NEcr CpIrRa TO WiIRWSUST.E"LI OSVRE:ENt\�CIN1f b.L0l 1gD/5 REOO«Eo ro XmisETXE ccMrcwENrs REal«ED FOR TlAS PRo+icT. ] fW1gDL T. WIT"6 CO5i. S PAMEL. BkGIIPNEL9Nµ\Y 9ZFDA5 REOWKor ELL TXE SLIST I- REpIP4E0 raRM PP M k CDNTR0.m'j WrERMIb LIET.I�PDLE 48: BRW3R9SNN1 pF 5UiFP1v 0tFD w ..— i{XP PIIIM MOI M Y ' NXYIyF MTED]yl tTlL %H I M. RlM µtg tai SilR{Nla,1I9EFNCE itC V IRECCCCE\FPERX 5. C9XTRQ PµEL W1MWRlYi,E«mETC3TNEiEIFbTMfEM SN,NL BE Stlf[µlY 6REDfdtFYYF10 ){ W PAV YDiW W0EL1YWYy1lSJ. XAiED3511 v0\tS.l MisF.•LlkLa6RW MN,1D8TµiKVG tSSFAICE i/Li[F.tIC : COCF IE)RRH 6 RECEIT MnEL WiER41411ST. 41iCEWMEWE.]pI.GFIRECEVfKICGiI RECEP)FLEE 9NN.l BE WEAtIIFR RE&fTANTTYPECLYFRSWLLMMU9E iYVG 1 qAm G}RRIX PµEa 85VLLEf W)ED iD4YEA aruLµDipE9M45YR umuarNW conrRa PANEES REUTNc ronvAfloawlTiAw,EDlIDI'AiAT4 1. ME MTM" ME PROMDED FOR ROTRENCE AS CFPUA STMDMD DETAAS MESS DETNLS ME PROMIDED HERE N rPOR ENTIRETY AB RECOYED BY CHEAIHM A ASSOOAMS. BY NCLUSON OF MESS DETNLS. CHEAMM S ASSOOAl N1TND5 NO REPRESENTAPON MAT NE OETNLS ME A PRODUCT OF NOR WORK. i. EQUIPMENT PRONDED SHNl COMPLY MTV ME REQUIREMENTS Q NE NORM CARDDNA OEPMiNEMT M ENMRWMFNT MD NAi M- REBOORCES DIMSKN OF HATER QUMTY DDCUMENT, MINIMUM OESADMCR/lERM FDRTME FASFIIUCN PFHMIi1ING Of PUMPVAT AWI MANS. WT. Hpl.akE m jj H-++ + -� YK Wlaal EW.iAI\M �� i ICLHI D6T. alb N, + + + + + + wnce + + M+iAY RpaAY + 11K — Lt Y Ei - f0 CY OEjOI aE -+� KT --I`�— SMt - MES — iPaN•a j � j ('� CmKIMNYO MtIRY. + + + + { MowW Maros f - MN m m oAk m m m m m - uMlEr CACDli arirvmE 9,M.ua � DDNIIIA MUM +. + + + I filY C1Nt _ <NI c 1J C:X. W> CR» SAR tlM o tt•1rL wEp/wartrorYxam --_ ana {{ Dn+ Mill ur L111F TRIP - i j apTu nvmTn + + EID!«EeTal + i + ! - FUErN FUNra -- RkNMaNi M!®N ! - . LEA0. ALT. _ E NAMOFFAUTO NAND OFF AUTO j — r.. tEW DIFMIEO ALAwFANU _ - SEALFALIIR! `iEALFALUM i ---- - IRWRI sWNT j aRRu,s --�.A MNtC. a MTR CgIFROI}-1 C TFlElEIRY O TELBETRY YR. il. em _ eR p,Ea� l T -r- Li + + + • RECEIVED CONTROL PANEL MATERIALS UST REM QTY. MANUFACTUFA" mi ppaPp.fC1 a aouNSEDEWI+M , a aou+lcoaodlw , _ _ aDlr+kEoveaN : aawEneaMsco.>INN, �anw _.. V.7 «•att, Rn1ErkeEa 1ssgB0a!aoD(0MYuI1lvP1fDseMRun IaDaooDNm Mswxa'N.nwcrru+SDx.Nlsel�aamPar x_ -- _ _) ERM: IkMTW\L1N'1 R h MACI V IN a aEwtvrrwMAr a aeaEn!lca TE Ru YnNIr ' E11M,VYIIUuND.AV a BD9M,W OR fEidA2 `vk gV.9dV' alY✓GW61 t sq,MEDnKTSE .... Ml�it SaTklYaeAYameT s akwslErscmv anlwcareTr mAr s m.EsbsaYwotmrA J A N 16 2013 ML"MMEi W}ER Mv2D Q mu E •aME ni Rk9NN[O EN VUNuiACT XENry Nf(%LUTE WNIWNy I(Ni PUMP YVk aAa,c.aucwvgm WE«,'.laDDro,Mm, kaTEENa nYn DCiY1M? MCITY �. DANGER Mnvvar"maaaiarawo ckwEkvTACMLaY _. HIGH VOLTAGE VOLTAGE LABEL DETAIL Da.v NCKRAKi JAN 0 2 2013 PUMP STATION I ELECTRICAL EQUIPMENT PAD STANDARD DETAILS DCM WILMINGTO CAPE FEAR PUBLIC U71LRY AVTNORrrY '• CONTROL PANEL LAYOUT REv: 1 0 .WCAea PVMPSTAT)ONIELEC.EOPT.PAOOETAil3 �"' w! ML DMMR«a M aoRdEST,i SD 4 crl�..MALvn m'1.. Q' SAL Cape Fear -- a,M 4VE EM PD➢ W D a NRNDM T PUble USA y AMUTDnty ... a't �PRLLAY aT`} vs mvEAkArMTtmu«sn MEET NO 4 / 4 NERD w•..e k....>v.. fEj� DORN & A�$IiQA P.A `�A/ M wwaT a �a"�n1°DI'•xt �l CONSULTING ENpNE RS 34t2 ENrcRPRISE DRIvT �r,-^ Vc�w' �`IWV1�E DRw LDWIETA Y SOYA.MY MLMNGTON HOiM CARGLINA (9/DS 4-ii-4YID IYY NVIN Ibids NwW6T .�Y NC LICERSE C-1D13 F InM1MWGWi! rAnullT4 $0uD' CAOW1p W Ir! Ea (FPUA octK.aw DY Rill I,C uDQd f-W>a 4 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MASONBORO SOUND ROAD SANITARY SEWER E5 LIFT STATION NO. I WATER AND SEWER ELECTRICAL - CFPUA STANDARD DETAILS }µ 3-i• BARs PIPE O.D. MAU eLm ;I TRENCIL MALE, CONCRETE P = ON J �I UNDISTURBED SON. AS DETERMINED BY EMOMM- g(i71M POINED N (smEs NExT To TRENd NOT FORMED) FY NVEILT IN EV SEE PLANS W NITF. NOR FCRYS NOT KWIRE0 BELOW SPRING tNE. CONCRETE MAY BE PU[ED AGAINST SHAPED BANNS IN LIEU OF FORMS. CONCRETE ANTI -SEEP COLLAR E01 TO SCALE l - yATW PPE GOrMI SAW V AND REOL ]/ NINE OV L <I YNrx F.OW, i0 Ex. APE g SECTION A -A SECTRN OF k PRECAsT MANHOLE 3 OIWT MIINEC1Nt. N { y EXRAIpP BASE N0. N 012'EEC. EW. g ELEVATION y O9W PLAN UPoA2 2 CiNA PIAH UPoAIE gEIEA D FCR CCNSIAUC,IM V ND. UfN:RWbM RCNSWFTS Iw PAP E TOP EP CONCRETE TowrnG mODUTI CAST MAHHIXE PLAN A 8 C D I E 16'-26' W r 12' A' > 2e 6' 6' Ir V As REO'Y T ]- 12' B- A6 REDO C r '2 ,D' �NWSE YAMHOEs 514LL ALSO CpIPI,Y CONTHEN STANDARD OEMs FOR PRECAST COVWEIE M.WHOES. NOTE: IF DISTANCE '0' FROM OSCHAAM CERTAIN M EXISTING BENCH EXCEEDS 2--0-. PROVIDE AONMCWA. PIPE AN1 BO' ELBOW. C T TO BENCH AS SHOVIN pigois] I auslislim6 1\gumpaill �r °I""• 909 uNNLT STREET NtEagD Fa DATE - • \ A /E/ WMYHF.TOI. MC 2.MM BROWN �'�M--DICKSON ORn loallmx MaN CwaRle I �� ���, � Unmuo'ry InlrafirycUlre <O�wltenlf �F' DW�A CM1S11� /e/A NL NONE MO F-6]]. AEDR' O NO. NEOPRENE BOOT A' 6- � 1 1 T- A SIDE ELEVATION ,r PLAN VIEW ._ _ ,/2'OtADE 6O STEEL REINFORCEMENT COPatwER POYPROPYIENf PLASTIC ELEVATION SECTION A -A MANNOE BASE SECTION EXPANSIM BAND G T MOINO PIPE �. CRANNY SERER MANHOLE MAX. 3• NVERT I PIPE 1.MMATETERIAL SKC`MATLNS: NEOPRENE BOOT - AS1M C-92k PIPE CLAMP 6 EXPANSION CLAMP - STAINEM STEEL. ASTM C-M. 2. TWO PPE DAMPS REWIRED FOR PPE O.O'S TV AND LABORER. CR IRAIRIER BILE. � 31' W. D"3r EVEI JAN. 9TA MOD unnn 1- MEASUREMENT FOR TIRE STATION SIALI. ALWAYS BE MADE MON THE MMRE DOMYSTRENN YANO.E. 2, ALL MEASIARMENTS APE tAxEm FRO, THE MANiO.E COVER CENTER. 3 ALL MEASLWEMEMTS SINE BE MADE ON A NORTEC,NTAL PLANE. (AT CROWD LEVEL). OEFlNROS R1. - RUM UP - THE HORIZONTAL WEASNEMENT OF THE ACTUAL LATERAL PIPE HT. - HENO1T - TK OSTMCE MPASUREMENT AT NE FROM THE NM! LINE TO TN PROPERTY LNE D " DEPTH - OEPN OF LATERAL AT PROPERTY LNE (NOTE: NONWAA.Y BETMEEM 21_AND AO') MINOR6 : •: •'B B"'L MASONBORO SOUND ROAD WATER AND SEWER STARLESS IIo7m. STEEL BQ.TS� CWER 1, ENSURE 2A• MN, CLEAR OPENING. 2. SEWER GUMOS NOT REORREO ON SEALED MANHOLES, P6W 3 MG W COVER CONTACT SURFACES SHALL BE MACHOED SO AS TO 6N5URE EVEN BEARING OF COLOR ON PAC. NEOPRENE s. WATERIIGNT MANHOLE RING M BE OA9LET USED FM MANIOES A-X. A-Z A-4 A-B. A-10. A-11. A-12. A-11 A-14. A-15, A-16. A-22. A-ti A-24. A-26. A-27. A-25 AIW A-29. 2N' MARRED SANITARY SEVER VENT HOLES TOP O COVER AIr Q A I . BOTTOM OF GDLER PLAN i• I 4 7 ,le' II- y Tn. SECTION "A -A" 1. ENSAf E 24' NN, CLEAR OPENING. 2, DNENSO23 S+01N ARE T AL KNAL DIMENSIONS WAY VARY. 3. RING R COVER CONTACT m AS TO I IRESEEYEI�1 wAARR1G OF COVER ON RNG RECEIVED 1 � � DC.TN-TV_TjD CITY RECEIVED JAN 0 2 2013 DCM WILMINGTON, NC E/N MISCELLANEOUS DETAILS GROUND LINE - . RIRUST COLLAR _ J.. _ _ MIN. CODER 33' _ 3/4- THREADED STEEL RODS (TIP.) THRUST BLOCK ROD REOIIREMCNIS SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED 8' 4,325 2 IY ],I94 2 12' I7,312 2 1B' 30JT9 4 20' 48.091 6 24' 89,252 8 NOTES: 1. ONCE INSTALLED AND PORT THE STEEL RODS AND BOLTS SHALL BE COATED WTH 2 COATS OF BITUMINOUS BASE PANT. 2 CONCRETE SMALL NOT CONTACT BOLTS OR ENDS Of 1IECHAMICAL JOINT BENDS. 3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3'. 4, APPROVED OFFSETS CAN BE USED IN THIS APPLICATION. A W ., 4 2 111 x 6 A R.W UPNAi —•.•.�®.�WAAS0«CC%1517VCTiN no NDA REVISIONS A CONCRETE THRUST BLOCK •B NE I rcn ANCHOR B"` OEM END .h SEE NOTE 2 . �1PETICH BOTTOM A' ELEVATION MEW SCEDIIE Ci ANCHOR BLOCK DIMENSIONS RING % CONCRETE AT WA MAIN THRUST ENDB DIAMETER OF FIE ANCHHOR RNYG CONCRETE THRUST'OCN c RUGS "IB PER PIE JT (r _ 4 - - _4 HOlFS 1. SIZE OF CONCRETE THRUST BLACK MOUND ANCHOR RINGS TO BE DETERMINED BY TRENCH DIMENSION PLUS EXTENSION b• INTO SITES AND BOTTOM AS SHOWN IN SCHEDULE. CONCRETE INTO SIMS OF DITCH TO BE POURED AGAINST Mid UNDISTURBED GROUND. FILL AGAINST BLOCKING TO BE COMPACTED TO 9OL PROCTOR FOR LENGTH ALONG THE PPE OF AT LEAST 6•-0'. 2 EACH SIDE FOR PPE ITTH ONE MCHDR. LOCATE ANCHOR 4'-0' M014 DEAOEND AS SHORN FOR PIPE WTH M ANCHORS. LOCATE MST ANCHOR S-0" BACK FROM DEAD END AND LOCATE SECOND ANCHOR 9•-O' IROM MST ANCHOR. 1 WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT T1E MINIMUM WgTH. 4. CONCRETE SHALL HAM: MINIMUM 23 DAYS COMPRESSIVE STRENGTH OF 30DO PSL GUIDELINES FOR THRUST COLLAR INSTALLATION n.W.n AusN ypp NAAv * s1NCL1 RiLIA5 0 vW ' CAM ,tiYW(MO) - -- AroNwA.s 9uiN� w M 4M (MO) nxw M 1sv14nt NON f.S'tlYp H� [mxnunNY InlrmWeMA wn.Alanl FwM CSMa Nc uow5[�ia�x wx4 CMrS11NC11P1 rYTT .n »_... nie�xa�2 HIooIW ola RECEIVED JA ti 16 2013 DCM-MHD CITY ECEWED JAN 0 2 2013 DCM WILMINGTON, NC MASONBORO SOUND ROAD DT-6 WATER AND SEWER MISCELLANEOUS DETAILS NO. I 7 r marwwwr YNOIOI rIITP1 Mw3t/WUYtQ MMAMMEE rymrgw,q iYMC4111M® ,MprrlwQ! rMIrQ91l� / /IIOrf..Yl1® CtlYX1r Y'JMIrV"r YxfA RPY uR ronncm,ME earevu,m •a±rErarw •m rirvlw (Uss mw� oaoq 1{10\M� E�mN� S. TI N" wowwra,wa wuEru,PYs M Wlt4i1P1 MANHOLE FLOOR PLAN w*ms wY¢.PRa'E w,x.w Teo RY,bg1,PP r., yr wxv q�rm xY rmru m M1RT VTrrM � R E�uow f r`,o`,unYvurcvr MEFYLr1Y r�a rwmorfor R' arSo rP,rawo,n PRECAST CONCRETE FLAT TOP MANHOLE TYPICAL Sass 1 m m, DOD% Em IfGfllr iY,Pfocoia , oPPosYEY,a R Wr10M,OtlE rwwEr rwYM yr r Eaxwu Y4YU Y.YIR' rrllrYE z YMYYlOfrM TT] CW'MLr(RIAMiµt Yh2EYWlYE/.f YIELBrp9T1 PY ffI1/RTi. wci.rW qI MEEiM WMl.E r`aseRmvrouro»earaYrolx nrwu Ui[Kl®YY YIILb MgrlYt,PKM1Y W,OMIILVMTfl1 ,Y.,w,rYrq,xgwEwYn, AIR / VACUUM AND AIR RELEASE COMBINATION VALVE sos uwYEr smear �'� rw a,c GnGf—' wLYYGr01l. w Mb, Rpgmywr K wR x rME WWDICKSON >a ,w,..0ww sqm r..b fME.YC,f. - „roima xc u<Ex w° �-wr. frmo wn DROP MANHOLE (up¢ iwp� oRavl DROP MANHOLE FLOOR PLAN ra u.o so a Wql RRR 6,� ° a a MP�.YCRaws ad En,.ocvmrerc».waE 11 nqr M,E rv,we T ✓ n'Errgou,a Ywwgxm 3•rRFEYMO IfpPl1011Of LDy:wx Ewmmrm STRAP DETAIL STANDARD VENT MANHOLE +. rusrawv,YY�wurwxwEEon rwnEaswwsr,oE+auaou YWQrE1PCwgwwwM.IIEEt r. EPgxravurwwmrwmww wi'4 /I! wl� A 1. V rYOO1M A Yv arwrt w rmoe wo rYrr,a •r ioe.r++Yul. > w.EeMaErwswm maaawawwEu Cr10 IgA1Cl�OPAq If V MM1.tl1Km . WyY NYMA(wrllRr.OY®IIW MMgM.E �/LLtmEMCgwdw ARpYNrY1�1r. n raltbRnEAYW:tI�x r MLtME.Yrrl�rR„OwYLLY W STANDARD SEWER NOTES nraw®wru rgww.RwgwEr.E.er. RECEIVED GENERAL NOTES: ,gacwrgw,ew YwanRrhn Yww E,lYwlmaax Y,vlPerw.. ��.';\ 16 201'. 1. MIXMRMC,CRi11LrOORf MtRATp.W w1AlV V W VILrp rrocww NwAWMIY3Y x Meanmemnuwuroarrramww.so.inxoeswnxmmRn MEMUPLIYMLRM111YCIPFYY R1pBRri • MwYW.1tl1YYwMnOdERIETMIO/.ltMr Ml iMEOMIFN `,rMPRew wweYieaw rauvmwfEroawe n,suuw,va DCkf-?VI.O.DCIT`. THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFlCATIONS VERSIONS 1.00. 1.00 SANITARY SEWER STANDARD DETAILS YHW WATAMTSEIWR STAMMID DeTA" erYY 88-1 rartrru.M.w�,nv.wr.,Pa r imnwE.eRmrwRY.wRwED Y.p:TNr,.q b a 0 2 2013 MASONBORO SOUND ROAD DT-7 CFPUA DETAILS WATER AND SFWFR NO. L FAR -SUM LATERAL RmnAsaYss ao¢: raE rnYE2 r sEawm YAMpLL AR RauPm rq R-w m Yw STANDARD SERVICE CONNECTION TO SANITARY SEWER gyro' �: 4v'o 3: i 6 i M Ax.L 1' IDMQL YW RLZ n[ KalEm !d RM *O uyx DEEP SERVICE LATERAL paw aEvnE tRfA1FA TRw pp MOB• ..vmn YBw .ro aa•aw w +A V.IRL YE RMI fd YLnWn,0U1M .'lowtW YR t, aaK nw mx « nuY ELR n r.YBaBr. ,' nv� T1PAaa Sasp Ra S1QI. 0K11411YffIR 3FK GE/ Ob Id C� . r4 R EarYlm n Vte YO dPIL 9WY w PL'.WK P10ryE fd l.w amasnB. aaiwn/nowt ro uR .w dAR a RaPRI. !. RMa Ra aYK R [wnY.m TYprJI U.RY.' TYPICAL SORINGUACICING DETAR xor ro rail Up aoaaw NEARSIDE LATERAL VRTR FUGHT OF -WAY RESTRICT10N5 wsavwcar dvaswwYPxuY xR ro sr.Y! 9IM1 fKNa YIY[d [OI YYVKN411. mY1 a1Rm1 fY11 Mllbi[/OEWYIE IKTE. 4u [x] R G9d PR Y IE! IRTIK YM E0.11R lm LEKY a.V!(M w SIAM[SL LiEf19.Ww115 A ilpi U' JY6 ME tlOZ PPE 9.Pgff m R 0..®m AOIL WRa 9ll0tl. WOwExP wa iMC N 1E010. W[IPA1y8 wPrwaRciRD u[eEnE'cs'uRu' �L01'iwe°ror'$f. °A xw rAOIG Am ,Es axE vrEs l.IUIYR PP! er sY! aR ,wB Pa Ertn uve we YNEIMTIOI OEfOI MOIIIIE MPIL .PPaQ[(/VEIOYww 9Kllf.. P1gfA yD EfMaLLt f1FR t[C nAwlss awu erPm f P PIPE CASING SUPPORT DETAIL a Y YYY 908 YNYR1 LIaCET IELfA40 fW OPIE TuaniIr cac ucaa A'mrmwn"ww° wPu,p®aYmYLarm��aLa I onu LawYaYYmRYa xsW0�CKSON wnWY wY w AT� CCMIYMDNY hFOYtrvcNrL Lu,w/tml M. ,1/a/APY x(: tYtiL4: MQ f-W)c YLxM aYf- rd awce m[rreMs 2LRYYw. .Ywn MYr YOS r!a Pwv.rt r aLv,res, YP.wes .R aTAwaa M R-Y so Y.Y STANDARD SERVICE LATERAL 0"DEvIRL TPVNav is"" raw r xaon wR V.lw eEw axususw a�RIElR�)11[[If® a^�^a r.r mxs..�w � eeaaPa.waaPY nwwEawawssa Yw a pYnlrIIONC['YI AmwaE aGIL: fY[ RIA,! r lAKYa YMnFE KE ElWKD Etl[ R-R R YMI SERVICE CONNECTION & CLEAN -OUT r. yMa Yi0 IbW aVY), r PRE PR �rR aR¢ i n x.c sa .avrmo �6s ,. aMYAL !V!l R aYIAtC YAIFMY M.l a A[E [11W N.W 4/.r. QMIL ppaa. 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Mc �uat (9fp] M2 .2W MVNavLS " °" DICKSON _.- I 'roe +mnaa �— cammunilY alrca4MCWr. canadtanta sN,N Dana. o..,tp cDNsmDcmv D/Rmli Nc umu[ Ma r-Dn• mam DNn •rePn 0ijca D1P � mreNYTa srn�pla�t \ t Mi` tNnlwE xaT xcaDeaaronDNal fILL I.urWln.+unrMEc, IenuvnanrtrtaL+we twmrmLW.wM.Arnww STORM SEWER v .. 7 1 Nsr01E Pwl ' `sw.Ewl 6OECf wE T TOxf aPYIG p KBtOm TIfTEfITlG1gN -aarrANvcr P /rp4tiGnH uMEm®ro RrISi0.Mlrpe STRUCTURAL BRIDGING DETAIL FOR STORMWATER OVER GRAVITY SEWER INSTALLATIONS WITH LESS THAN 12e SEPARATION NDT w s .",r, Ds< an. tam n eErva) FORCE MAIN DTTCH & STORM DRAIN CROSSING W.TC celvwcl rswrNn NTltllllWiB..w61 y/a,IfIOCflIMK AtlePRWIaFMIe IO.ES . rN.cL. TNnwui.wm+MN tauomsLrsrMwwD. wrnatrww�tlANr wNNruN 9,ULLnTN/EW W ILL PC lU6 WYieeG VT1CltrTMeAT1fR NiPNWI. . 4cuxF WREwNI11MrUMMefllrNet . N. NPE iR®1NLLXMII MiMIfYZLWECaIF.'11� TRACER WIRE DETAIL NDT ro e GENERAL NOTES: f. MFAAVAiBI WwntdWYOEP/®M.VITTIS/KaaaP1MW�.LWT. i ll[ fd1lpCItl191E6Nil rLm1MAµ.�1RT VlllreE IFARE.111Y DpgL6CMlEr9n 4 iIEAMMCIVI4RYAObDEFnrBfYWTgMETILr PgbilttNmaL n.LmRES WttE [tl6rRYCIWY 6MIeW6w • TCCa: W41M Cn31P&NErM RAHQ"MINT WIaM®MGl 6 rle CplfMCfW iNPEWormYE {ORUY m`IIl2rWrEEY6we (wNpMgEAb u3JRf COV.IVCE WT1.LLt LOfM WPT.NEREOUATgm THE DETAILS SHOWN HEREON SUPERCEDE CFPUA VYRfTTEN TECHNICAL SPECIFICATRNiS VERSIONS 1.00 •1.M RECEIVED A 1 6 2013 3ANITARYSEWfR STANDARD DETAILS r aA1RARYSEWER STM/DARO OETu�s SS-3 �.,;, a r, - - cuereal run.M:vnmAYLxDTM BNEET a rPvaMNamamW a•wn 3 MY S MASONBORO SOUND ROAD XN90. WATER AND SEWER CFPUA DETAILS P(AN V*N" �Sro •r-,14. YL,OI r uA N f Wy vLLw AAmwn YMEL oNM u-MYCI w/ mffm sm sTrrous umovA,O YmrL nm DP,IOITICOIYEEGTIDN ARSM IMS-If A us,w ORrM:n.sP aT p w. . 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WATER DISTRIBUTION SYSTEM STANDARD DETAILS r eMN WATMETANDMODETALS arPYT WSD•1 P F �a swsrfAf�ATosMffs . wrMsssv elrRpMMfYa RECEIVED ril MASONBORO SOUND ROAD WATER AND SEWER CFPUA DETAILS N0 ypNr 9xarW YIKS PP W WIKiUYA. 1E511N pGe.CET yyyy NyfROrE/p[rENIwE Ywxc. sxu EIO v cAsue Isc .nER rzsrMc MM PLL'NAn Slm 9ba1 MAKK A sxNltss srm 4wvwn A sMn umc PPE (� wE SIWOeT ro : HNYD *D veowE PMsrw 9NPP115 NY.Y CNY4'D AS .LLtalIN3KFWGlID. pYAA Qn PFiRPEU4 mOWtT YAY XD' 8: YSm .xS W9WCMr A(O St c YD ISO 9S VM[S ENNpSq pE Sr RPE 4=E NO rtx YNIUfKM1N(IC YF9W Sr. s1FFL u>w RR 4xa. .PPaoaiuYmME vAeND vawlYn xro Stlxlf4 SIFII l[O srcxuss s1En e+Ro .cnoN� PIPE CASING SUPPORT DETAIL w w EeYa MMIFXf SKm NO IPPIYM N R/Y YNIEi. SEE HAY f011 NGIrVIK IMAMM W 1:, YtlS YN.':1 RDVE =Ry mP w NNI EDDi 6 PAY f 1` PAWiNT J 1YR � WUENED Sr61E BI.S S1EEL ENG1YIOir 1YE 4K EGW EIO t�t/SYM RLL 9E PBLWFL AT IK 110 ..K SNON1 W INPWIIN PRP1E rm E.d rn®lo. ePPc%Yu«c ra uY ro waE rs u:awEa a 1RAtu YMF swu . 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W.S 11Y tPIPKrpt Is IRS4P15 M.[ fw iFWo1Mr s[AVExI ulo [x09Jx cOxlRa Yr.ws waE C SiR . x:x MocYr'as. t 1M CON1RxLttIR IS PE4 S%ry 1. SI 'MlllAl 6 n1 .S. MU$ S DIE aM1RxLTY1 P MY.I E 1. vAr pOW ! ST0."RRl£ YtEAS (t0 NWAv1 ANO Ex yJYE WtPUNYc Rm uc uzu Avo sort �aAwlNMst THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATONS VERSIONS IA0.1.04 WATER DISTRIBUTION SYSTEM STANDARD DETAILS .ATEII SrASAM OEr WSO-2 fYAP1MNYCYRT• >wm=.rRa11N1saR _ Y\..I.IOI.EN.PE 1 IS I RECEIVED 4e:1 16 201 DC, Mdv!HD CIT:" Nc MASONBORO SOUND ROAD MDXT-10.WATER AND SEWER CFPUA DETAILS / INSEj \ / WiroeCltE rruw \ rf>wucwnE� I 1 MEY �Xf \ ,1 FINISHED GRADE FILL won aYirN UY R BxwrA"Y StMd NFE "'" Wmd&B[LaWO a raEOEora OBrONE IEKVXa m�awa;FOWDATOX .uNs»mro run r"w rnon acwus FowwXmx Fmcarvroa 4" SANITARY TEE SEWER CROSSING BELOW STORM SEWER DETAIL EMERGENCY OVERFLOW CLQSE-UP 6 X 6 X 4 OUTLET SANITARY TEE FOR GREASEINTERCEPTOR SANITARY SEWER s . STANDARD DETAILS lean CAPE FEAR aFc.osn PUBLIC UTUMAUTHORITY ♦ owaaww aca+o STO AM B SANITARY SEWER STANDARD DETAI 7 1`- Owa a Fear --- PUb1ioLtt!1ryAuihwlty _-. eaoemxaexrpmeapwa ry NO __. _�. __ wxwxarox.RJaw 313 orFxeP,wraaa A _� OI [ M yxSipi G ZBIO Epp"aV.V.S L a,J„e:.MJ MASONSORO SOUND ROAD DT DICKSON w — asasaPC CFPUA DETAILS WK ` `" `"" —' ? p WATER AND SEWER RE 5 PER piYS X15 ]1 M 0.�:fi MM, cwnmunMY FMaFhueNn emaWtOnla Sw. Cadn COKmuCXGx �.�E'j v�xo ascRv wn: x/e,Yo�] —.— a NO. REVISIOXiS nC ucEx �a c-Jy,� wca0 oxc. �' ELECTRICAL NOTES 1. ELECTRICAL WORK SHALL. BE PERFORMED IN ACCORDANCE WIN THE NATIONAL ELECTRICAL CODE AND REQUIREMENTS OF THE LOCAL. AUTHORITY HAVING ,AIRISOCTIO, 2. PERMITS FOR ELECTRICAL WORK SHALL BE OBTAINED BY AND PAW BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PAY FOR ANY ADDITIONAL FEES FOR INSPECTIONS. TESTS, AND OTHER SERVICES AS REQUIRED FOR THE COMPLETION, OF THE wMH, 3. THE ELECTRICAL CONTRACTOR AND ANY OF MS SUBCONTRACTORS SHALL MST THE PROJECT SITE M WITNESS EXISTING CONDITM AND BECOME FAMILIAR WITH TIE SCOPE OF THE WORK REWIRED PRIOR TO S,I MM"KIC BIDS, WORK REO URED BY EXISTING JOB CONDITIONS NOT INDICATED ON DRAWINGS SHALL BE INCLUDED IN THE BID, N. THE DRAWINGS AND SPIDORCATONS ARE INTENDED TO RESULT IN THE PRODUCTION OF A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT. AND OTHER SERVICES AS NECESSARY TO COMPLETE THE WOR, 5. DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS THAT WILL AFFECT THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER PRIOR TO SUBMITTING BIDS. & AL, MATERIALS AND EQUIPMENT SHALL BE NEW AND INCLUDE A SIG PARTY LABEL (LE: UL, CSA, ET, ETC.) LISTING APPROVAL FOR ITS INSTALLED APPLICATION. ➢. not uXXa. 8. REVIEW PLANS OF OTHER TRADES FOR COORDINATION OF WORK AND FOR RELATED AND AO,WWNG WORK. 9, REVIEW OTHER NODE PLANS FOR CONSTRUCTION TYPE, ETC. REVIEW OTHER TRADE PLANS FOR PROJECT PHASING AM STAGING REVIEW OTHER TRADE PLANS FOR WORK COVERED BY ALTERNATE BID ITEMS 10. ALL RACEWAYS SHALL BE RIGID PVC SCHEDULE O0. It, PROVIDE NATIONAL ELECTRICAL CODE REWIRED CLEARANCES FOR ALL ELECTRICAL EQUIPMENT, COORDINATE RESOLUTION OF CONFUCTS NTH OTHER TRADES, 12. CUTTING AMID PATCHING TO INSTALL DEVICES AND EQUIPMENT SHALL BE PERFORMED WITH FINISHES RESTORED TO THEIR ORIGINAL CONDITION. SUCH WORT( $HALL BE COMPLETED TO A DEGREE NAT IS ACCEPTABLE TO THE ENGINEER. 13. PENETRATIONS OF STRUCTURE WALLS, FLOORS, OR ROLES SHALL BE SEALED WATERTIGHT. INTERIORS OF ALL RACEWAY CONNECTIONS .AND PENETRATIONS SHALL BE SEALED WITH NON -HARDENING ELECTRICAL PUTTY, 14. VERIFY PROPER SIZING OF OVERLOAD DEVICES IN STARTERS BASED ON EQUIPMENT NAMEPLATE DATA, 15 IF HORSEPOWER RATINGS OF EQUIPMENT DIFFER FRGM THOSE INDICATED ON THE DRAWINGS NOTIFY THE ENGINEER FOR DIRECTION. 16. ALL HARDWARE SHALL SE STAINLESS STEEL. 17. ALL CONDUITS SHALL ENTER THE BOTTOM O EQUIPMENT. COMERS MILISS SHALL BE USED FOR ALL CONNECTORS 18. CONDUIT OUTLET BODIES AND/OR CONDULETS SUCH AS LB'; LL'e, LR's. ETC. ARE HOT ALLOWED. 19. ALL CONDUIT CONNECTIONS AT EQUIPMENT, ENCLOSURES, AND NE WET YELL SHALL. BE SEALED WIN NON -HARDENING ELECTRICAL PUTTY. 20. SHARED NEUTRAL CONDUCTORS ARE NOT ALLOWED. ABBREVIATIONS A AMP AFG ABOVE FINISHED GRADE ATS AUTOMATIC: TRANSFER SWITCH C CONIDUT CT CURRENT ERANSFOlowm EO EWIPMENT GROIND HO HIGH INTENSITY GSCHARG: NEC NATIONAL ELECRWAL CODE NEIW NATIO41. ET.ECIM, MANUFACTURERS ASSOCIATION PCP PUMP CGYTRCL PANEL SM SmI NEUTRAL SWDA SUPERVISORY CONTRA & DATA ACOUI&TION SIPS SURGE PROTECTION DEVICE V VOLTAGE W LURE ME TOGGLE SWITCH; 120/27N. 2OA; MID 42' AFF/AFG UNO $ v IN WEATHERPROOF BOX WIN IN -USE COVER O. GROUND ROD. 3/4- X TO' COPPER CLAD. WHERE TWO RODS ARE INDICATED, SPACE A MINIMUM OF N MINT. HOMERUN DESIGNATION, V2 CONDUCTGYa UNLESS NOTED OTHERWISE OUIPMENT GROUND CONDUCTOR _�A5E CONDUCTOR TR4 CONDUCTOR 8 DETAIL CALLOUT [x Lw OE?AIL CALLOJT m T L SHEET OETAW IS GROWN.__ AttCHGR BOi 5 BASE OF PWE LOCATED PER IENDOR $NAIL 6E CENTE�D DATA, LA51 RN PUCE. 1 ON CONCRETE BASE PLAN MATCH POLE PLATE ANCHOR Sim & PA 1-0 6' WIDE — CAUTION TAPE 666 VERTICAL REBAR O IS-IUSE.: 3/i'G/6 GEC n ROM TIE RING$ 0 12' SPACING ANCHOR BOLTS AO'AE.LD CO RECT( PROVIDE (1) 1- SPME CON CAR FOR FUTURE INDICATED FOR -CDiCUNY, \ T—3/4'XIO- GROUND ROD16'W ONCRETE BASE (3 PSI) ®POLE BASE DETAIL, AREA LIGHT NO SCALE INSPECTION WELL / NON-METALLIC VALVE BOX GROUNDING ELECTRODE CONDUCTOR W CONDUIT TO SERVICE EQUIPMENT EXONERWC II (off I� (j \_SEAL ON NONDENING MM TRI ELECTRICAL PUTTY �'- rx10' COPPER GROUND ROD ®GROUND ROD & INSPECTION WELL NO SCALE SOURCE ID LABEL Y. OENl MS, t. PANEL UR OTHER POWER S Ra FED FROM PANEL PS - CIRCUIT tO VOLTAGE, /PH, AMPS LOAD ID LABEL EXHAUST FAN f-13 ROT« I. EN AMI LUBI S SHALL FEAYW M ACR LEitpl$ GN Wen a OIIWtq. 2, FOR }PPD PM!I OTRER THAN NOVA I pNQO!Mm PROW/'. 9LVUCATE 0 LAXLY Ot%(X ENCLOSURES BUY 6 U �igtCE YAW - - ■■■■■■■■■■■■■■■ ■■ease■a■■■■ ■ ■■■■eee■es■■�e ■■ee■eee■e■■ ■ ■9eee■e�Iee■■N■■ ■ee■■eae�■e■■■■■ vYiNfis'YIWt PLAN If EDGE O STONE CONT ..OR TO CODRUNA'E LDNOVIT E.NMES WIN GENERATOR //A---3000 PS MANUFACTURER OL L F / CONCRETE / EACH WAY GRADE 12' �-� 12- jam- `.ODMPACTEO STONE (/57) II--¢ PROVIDE ANCHOR BOLTS FOR CEMRAtGR to ENCLOSURE PER MANUFACTURER'S REQUIREMENTS. 2, BASE PAD SZE ON ACTUAL EOUIPMENT SUPPLED. PAD SNOULD EXTEND 13 PAST EWPMENI EXTERIOR IN EACH DIRECTION, EQUIPMENT NAMEPLATE IDENTIFICATION LUMINAIRE SCHEDULE CALMr I SYMBOL BBSCRZPTIO.V I MOUNTZAC LAMP BALLAST POUTS ADOBL N m PS OD LJ FLOGHT, PUMP ROUND TAPERED (1) 25OW PSMH HPF CWA 120V 1P 2W I HMOPHANE i25MM-12-K-W-PDPRI2 PULSE START CWA BALLAST; WET LOCATON; `_0 -i STATION ALUMINUM POLE HUBBELL BAHS SERIES EQUIVALENT WIDE DISTRIBUTION: PHOTOCELL CONTROL; MAY 16' AFC WMARK MPWR SERIES EOUVAENT FINISH FOR POLE & FIXTURE. nH m [K GOTHAM & ASMAiES P.A. CONSULTING ENGINEERS M!2TINGGHPRI$E ENGINEERS WUpNti,GN NORTH ARGJNA (9101 452-4210 w 0LL Nc LICENSE F C-1073 Vc^w, IWV,V PmInw1NY HvofNNPbn^ .."ont. as Y W¢ S q T �11010' N° wo)nv-.Zon 1 ONb tmlplc N"M' CNH° K°"VyNp NC LIGpff F-9} N 1bi f1.E$ Q£Gwy TOR PAD DETAIL 'CP-6.8 VALVE VAuu� �v ELECTRICAL PLAN --c SCALE_ r-1'-O' SCALE 1/4- . 1'-W O I 2 a lm 'y 0�\rl same an H HATCH BAK VALVE & FLOW METER VAULTS 'NET FOR CABLES I PASS FROM VENT OPENING W' FROM VENT OPENING !T<Y CLASS I. MVISWN 1. GROUP D HAZARDOUS LMATON p ' CUSS I, DIVISION 2. GROUP D HAZARDOUS LOCATION FROM VENT OPENING FROM VENL(g IIkED JAN 1 6 2013 WET WELL WASTEWATER PUMP STATION HAZARDOUS LOCATION DIAGRAM C ALE RECEPTACLE LEGEND SYMBOL MBMA MOLTS !1 $ 5-2M 120V 1P 2W POWER FOR GENERATOR SATTflNY CHARGER, BATTERY rATT CHRM HEATER, & WNOING HEATER 5 20R INV IP 2W POWER FOR GENERATOR SLOCX HEATER 0 SCMOA 120V 1P 2W - NOT RELEASED FOR CONSTRUCTION MASONBORO SOUND ROAD SANITARY SEWER E7 WATER AND SEWER LIFT STATION NO. 1 ELECTRICAL- PLAN, NOTES, LEGENDS, DETAILS IMYFTAANItllbl.b@RF E.R �IIM WYWA QY65BRA1 LCifM Nblb FIYMKi� ♦A 1RMifp3NilC«OOdIICY WCyIiFPMP AA SWii "AAA. M Ws PSN PFMIMN}r e1F11Rt RMNp 1CAM/ttl A AAA iM b WEM1b{bMBRP,iKE B':A% iVM OftEMip CMR84 PIM\ mKMRW.bNSiFM euPnNr r.u.,srumolx W'ams+ SIYIMrVR s..FAIrF:uVW C-0IIX:CN LOMMu4F0.S48tMN "ASIA b P b OY Gt S.wN)91EMOA eErgMTP S. MBC y4.nC FR YiCMiYi SNO STMfCONVM EMIgpL TMBn WEPRWFiFK FK SCYNYF. CVtf wn lAYW3NlFIWMLf-SYSti O/[MFW FFLK!/,LM! WNIO PA wMOhP181V I3PMlK SC.WAiI (13{F wY AIYWAAIIFMIbMi Oq«[FY.NKSKMC PA w WF111M33Vi rK MM .nA pMNt3n RIYWLfMKi wC0®OLBYlSPV1 wnMWflAt3FK PA3IFl 9a s..YFpINWb wAaWvewMavAFAauW.v mANmoAn IGM1M mllw PSK w3M1dF 3iFNtFpyillK iWC1M/IL AM Au AM fnr SNt aw AM AM sM AM Ai. wbMML PNfa O'SM afiaA Sf-SOA wfGNlARW83�f wn111313AM wniK3AAq wn AasrNa w.RN wv.Aa wv�vF3TAw ,mu«e«IAVEL IPADwrK OF. UGw Awl.1 Pn BnMR \oss wnRNmlY.vadEiw!EccArrW fKYPCAP4 w4RnflYMF99iMP1F <01YMWFb n'•NV vuAi b b o b b b a b b � DS MKF YRIMBIa IFVfI. FIMB fY FLMiBvllClfi CLMP0. PFlFygWi YARF'ALRACIISClA1:F.1n6P\CE4 VMA4 TERMINAL CABWFET FM P ROOM SLOAT CABLES TERMINAL CABINET ATNWT PN1P ATS sCADA IXF G A ®CONTROL & INSTRUMENTATION CIRCUITRY RISER DIAGRAM Nd SCALC fit"sGROUNDING & BONDING RISER DIAGRAM t�v NO $CAI TOP CAP. STA4WESS STEEL (TTP) A• OA STAWI.ESS STEEL POST (TVA) WATERPROOF C CTORS (DESIGN BASS: IONO DRVCFARi) FOR PUMP GLAND ITINGS PUW CONTROL PAWL ELECTRCAL PUTTY. T01' A BOTTOM 36- FRCFL CONDUIT PENT OPENRIO 60- FROM CONDUIT / NDYT OPEFRNG COICUIT / MENT OP INC (Tm). SEAL PENETRATONS 'MR1 NON -HARDENING ELECTRICAL PUM STEEL CHANNEL FROM VENT OPENNG FROM VENT Q'ETBNG FROiI «ATCIl EDGE —W ABOVE HATCH LEVEL SEAL PENETRATIQVS M�TN-' NON -HARDENING SEAL PENETRATIONS MTN ELECTRICAL PUm MB' MIT,MIT, CALHARDENING IGL PUttV (TON) GRAB CONCRETE ENCASEIFEnt FOIL POSTS -OATS • to- SEAL PEKE S ,. • ' I� NON-HAROENMC ELEC1R1Gl BITTYTW TOCX I ._"..t. ... - CRpp D HAZARDWS LOCATION (1) INSIDE MET MELL (2) S PERWETER ARIX1NLi HATCH OPENING. W NGTI (3) 9 RA us SPHERE. mom VENT OPENNG C1A54 1, DIYtgON 2 CLAV3 . HAINFDDz O'ASS i IN= ] O A ff'ATION (1) INSIDE VALVE VAULT. (2) S' PAENS SPHERE FROM VENT OPENING LOCATNIU EQUIPMENT & CIRCUITRY DETAIL FROM WET WELL TO PUMP CONTROL PANEL up S: ALE IS"C AiHAIII h MEN015 P.A , /�/ FY. MNFyi SA f CONSULTING ENgNE RS �ir�^Aiv'ot°".'Ic AFRI DN2 En icRPR15E DPIK DICKSON (ao) Ai-aTm 1NI.MINGTOti NORTH CARCLINn Dllli! L<vuna (5101 552-e210 NOA = K= ctmmurillY nNaAWc(ura un�,IWnM SdM CaeM1�o Y EIfY OLCM �' OiII NC UCEHSE X C-tOT3 NC ll¢N4 F�6lii A A Fkll y: II{� )IIERMIN4 IITIyI TI/y 'IT/IIueINLT b © PUMP OKLATRf: II- PYC SCHEO CONOVIT. DI4,ieG (2AOV, 3 H POMER), t/1t (OWAlEYP k SEAL FA ) �l CONTROL. FLOAT CABLES. J• % SCHtp IMMUM, G ES SUP W. BV FLOAT .10AVIATER W"tCENILV LONG TO RFACH FROM WET WELL TO PUMP CgiTROL PANEL MITNOW SPLICES WNIE PASSMG THRWJGH CABLE TRAY A TERMNAL LABINf-r THR 6 A REV" Oi A CFRM STANOWD OETN4 SEE SILLiT E3. DETK 6 FfW 11E LFPW D OETALL AND F011 n2 fLECTRICCl1 EgIPMENf SCNEOVLf AND CLELACMI CONCUR SCHEDULE TCFPUA POWER RISER DIAGRAM, REVISED SCALE: N/A DRAWING - NOT RELEASED FOR CONSTF 'PAr 14 16;N3 )cAs/•nA.;4pc'j V ilk MASONBORO SOUND ROAD SANITARY SEWER E2 WATER AND SEWER LIFT STATION NO. 1 ELECTRICAL - RISERS MY.T!ONS I ADP.TCOWENIS I EOVEMEM PAD SECTIW. •. N ADOIigN TO CiHHr1ED RW EIOK.ATED PSCE rYE ErICL05{IRE INSINl TWV EiROVNp RODE EkTEPo1I1 roTME ENCLO&AE.9FE LOCATHXFSON IASN p RFrtBf CWCVIT AYIR 6/IRWTNG. ttEREVIEED CETAL IXISE£TQ. c. NOTE FOR ALL UIG PYL GOHWIT TO BEMMNNOF TCN MR.Y2 ONLY TO MAN T3 FOR DIRT CAKE8AAOFlOATCJBlES. 1. EOUI%IENi PADPLAN.AtARGER EICLOBUPE LMYBE RE011lSDtiEW THE INDCATd. ). MOINTING FPµAA&* f DETl1E.Iq CCMENTB. /. NMYLI(iMF MTG CETAIC. AEARGEfl ENDLOSUE ENY BEPE%gpEOTNW I TIE INDKATEOSAkB. i S. PUMPCO THAN THE DUCK AdU UTCHNGIW.TLE RATHER TSEN THE RANWICk RELEASE a&R CUTP01 S. l POWER RISEN CMICWTfl6 R1 ROUTWG. SEE RELr19E0 DCTAR ON SHEET Ei. T FL . 2.XGAFUSEDOISCONNEEcEErg.IAYSEM1: I FtISFS. t A-l9AAAT3 1 6 ]MDA YEt1RIC PART NUMBFAS. I T. RECEPfN1E SRN.18E WFATER RE&BTINFTYFE: WYFR SIIµL BE MUBE TYFE •. EEECTNOOMCVITSCNEOEAE, 2- F'1D'1cM.SPNAW: ]fIlTN:2 Cg101kf } }ypZApY,RHAW: D/t IIN,ESG;?CONDUf b IZOMOJ.SPH,aW:3k1./iN,IG; SCONDIIR b E11YfaDV.W1iAW: #1 RIN,Eq; 2COHgAT -TaM/,DPlE U.G. SOE pr[trc L Yy BARE L-OIMER: 1' GpOLT! 1. rcormurt 9 GENERAL NOTEB,(BY SEE RENSED POEY£R RI9FA pA0RAR DEfIY ON RANEE3HANR CORDOL PANE IIgI ATTERAMNTpNCAMEET MTNER THAN PUMP CONTROL PANEL. N r E. SE RD DET ARE PRONGED FOR REFERENCE AS HM STAR N't pET.ULS, RECEIVED DETAILS BYO ARE PRONGED NFRE « THEIR ENTIRETY AS ESEEIDET I CNEAIIFAY A "SO ATES N INDLUSWN OF THESE NEAIHAR DET k AARE ATEB INTENDS NO RFPREBENTATON THAT 1!E DETRLS ARE A PRODUCT OF THEIR 'AOPN. 1. EQUIMENT FRONDED SHALL CAA,E 1 A THE REWIREMMOITS OF YHEN4 NORTH RESOURCES DEPARTMENT OIT AT ENNITI, DOT AND NAIRUAL RESOURCES pN40N OF WATER WAUTY DDCUMENT. MHMANMIGESION CAYIENM fdt 114 FAB T MAG FFAW 1 TiNG OF FVW SnTkXAS A[O FORCE AMINE. RLv, x DESOEPLIw DA REN510N5 �-ALLE.eei�Y.EowEElmr<r[wFenTmWm,ux K,vnF..Ess sTEa MNaEH.n•avB)E•. EABgrsAasPTA1kE erar WIRE p fiL L+1 S.AYyE99 tItFL� lz.f LDutxtuvEMx DH tl 1NUlR4THDiwy�AAlaNOrmPWINn TEPAyELVDYa 1 AtARMxax O ON9NR 9Gf5 CF:WlLLNG iEEy p-em WrffiE [vSrMER4 aaAErrrr 7 �'^ 4 fNNf :4L I R_ifl Ifp@FRESPC45fN)t9 ENGLLUYxE � ) a - AyyNAIFALTINEDEv-y£tiEN WONI9, WC_ 1 'MfxIMA' DbYLE D'JfYtb. fNWi dNEp E 5 � wr,�ExQPAw /�, I j� f -(s wemwN:a«Eai .. • -O[Ir1anE dSIrF! MEERBII ��.© jWnvuTC TR.W)ftTSRT101 /mPPalw • Py T - DIRNPffyPflGi fYrxTTrllFAli-0WE� �MOTKrJW j'3 _ _ -. 4 Y NVJIC6VNtGW y M//mIPARKR/•YNIRI ___.. .._ r@WFD MOIXKREMIECE 1W000DRI Y ATMIRIINYEWYMM s[u�coiaurxWRTRatnla f I 1 POWER RISER_DIAG lbxFlAW6riW FJ[C NrtiT I �m�� 6 eNLcfFrrriNDe "W[ExF.LeNEYErrtw >s •� «M MHy TV IFTfrTATkNFV[. 1'IXNIM y[• �' 1 M�MILO•LNNgVE CF PAHEIE �NWIl E,-ssT.Im aRDrtx >—' A$IEC[I•pCFA•1'� "-•� Wt1Yl DEfKAA) i )... - C: (�YAT•1 NNIpEClINY1 FQ!�fM MOmEAL _EICLMINE G•EHIlprs EYE80.itl@IEACOy I - I ' {:. / YFETIY%N gFK WpWr mYfKYMElAK6ifVE 6Y9BrRp EIX:IRgHTB IlfnvY WM1. swC+E 6YE.' CLGBEO UEdN.541 �RnF,E • a.• IILEIrYCG 81R9C6, WM10NAri / ' � Oq."IYTaTM'6YElYERIFp plN.)iIWYMiGiM WATErNkil! - ...�.-.... -..� MMYRRYGCYANY 9PIBIMW 'XUIBELL'YPIE9FNY[ (tY MfTN.4 SmJnL xanl slA UR40 T � i i (WEFER CCRp F(YI F/1]I iltML6NMFFCCRR FAliB~ I 'L 4 � �Sll«ER6t1:N �[ 1'P[G (.{'THIN I Kfaw)L'tlHIR L1 rxpyypLR AYNIAaE TStaMLRF ® t_,: GY[[PAC Lfq iD VEN:fYNL Wi tgllFMId;IRED •ggTpgA1 � Ep.l^F TOIRYIYIalM1 «14i caw wnfDR PAVER m. HKInEJaNIlTv •®EENDSIaVE AUWawcmn« 3 // //T�%%,// � // aEauvuw noAr. PDYIEn Nn ��� rlaauaAe mrtvaAAu raA // NWCCNiR0.fMM MABI tNENSOIHA.Z 5OE➢V{Em 1�F�tMTfJaLF)I011RlM1 W(MDrgpRNC DyA1 IaETFIR\• Pu.x.cccssmx L:xwrm Er CiPW RRBaE/4 IUExone � I IaF®rAcu EQUIPMENT PAD SECTION MOUNTING FRAME PLAN W/ _ _ DOUBLE THROW SAFETY SWITCH AAAISAI•'vNx®In.Ak- wWARFBFNE.E \ • Hrorxx —I r; r --I EMI; r --.sr.. o< ECECICK4 DaIa2aIX.R � CtlNMEM EMX95URE y� Gf I uWS r���_ i rREEaErA uwE. 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APNEIVI WFMDERW DR gCWE EODX, n CMO YF si W N [ W IFf ® AHD"Y 4ELFMTp1 9EE )PECf['ATKW � �YT -• A IID SYGN)StEE E Po'A6l IDx [DN tAVWr wV.ER EMTYIEITPR:VyN1A Id DNaA�A! 1 Lglllf YAW Hpkkl .>VE.0 Ir - IHOlY1Ni RE% MxEBM Po[M �Ir FAsrEHER (WaL1ER -. 6. Il WIIw6 IYON CfOVA .. P13YEN rEEWp«I a�NuanaaaE iJ FOMF �--01Y IX481F C .. : • .'. EWANDVNANG[W 0.fLL - 'wnw+rxl[I fRE, �HEIM➢ypE %E iMTFI"A CE��T \ _� MtlfNNEHitI �-. WmEExiE.RMfi DO(w. I _r «rE.,Ax EQUIPMENT PAD PLAN T�^ALARM LIGHT MTG.DETAIL • ` 4 �K'fN2xt NmR.M.SFP.RPq:FTTRB,.,PAKFy \_.. FRQVLIQV m�"i[N"S�.S[ 3y12 Y�'MNYi NLV.IQBtY.T. NT)WARfl6. ECf. ,EINKATEA LY6nPERRL4NDEAO+NG A11,1«FAFfAROPS,NOT MWTANE MI Ass• WY.OAVKI FOST EMt1RalE6 NG aaoraiox.«.aT� a+xac AADRa}Yy1 mace AEDrARm Dn TV GR.RF aA WMRDar«a Mlaoslxa: Aa new A• f c"rsa m rwrwl us aoac aes ANM1VFuya L9l'tMTM14 q.W, 9ETlR4RIREFA. aw PAD (!YPI 5 1.1 L' YE[ Mi41. 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