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151-94 OVERSIZE PLANS 1994
J 70777 SEP 3 0 1994 DivlsloN OF B RUNSWICK COUNTY 199 3 -1994 WATER SYSTEMS STEMS IMPROVEMENTS PROJECT COASTAL MANAGEMENT I5I-cN •00• •0♦ 0 10000 BRUNSWICK COUNTY LEGEND: BOLD LINES DENOTE PROJECT AREAS ROMAN NUMERALS INDICATE THE SEVEN WATER CROSSINGS in, i0l":1 [C[w NOTES: _Ao--' A[nw. unUrY ' u unuT` p0L[ ° ALL ELEVATIONS ARE BASED ON N.C.v.D. 1929. . ----Ur-- -uwo[p''n0uwD TELEPHONE " PROPERTY LINES ARE DIGITIZED FROM anuwsvmcx 7po rcLcp''0wE PEDESTAL coowr/ rxx uAPS ----n/v+- -n|Gxr OF —WAY � ----7�--- TOP c/ SLOPE ----8S--- -8nnu/!8r SLOPE RCP *[wp."'c[0 CONCRETE p/pE Cwp n0nn/..`AT[D METAL p|p[ u[ onncv`.noumn [L[C7mc --°--°--°-~ rcwcs ` . ~ ` ---'Ep---� [DaE or ASPHALT PAvEw[w/ [� n ` cswlsvuws or DITCH ' U.S. ARMY CORPS OF ENGINEERS �oGus/ 1994 8on|Nan (Appnox uOzAr|owS) �� ~, JURISDICTION LINE, (404 LINE) o 12^GATEVA 50 0 50 |OO VV/RJD| 5YYA -~`^ ATL�NT|C |mTRAC0ASTAL WATERWAY \ o ' ^~ R|CHr-0E-w^' ofm CxBwET x p�o� xmy o SCALE FEET � Z_ � AR�M \. MEAN HIGH WATER doc ' `\ ' �¥ S����| `l9 N�V.D 20O' . � � ��' TEMPORARY CONSTRUCTION MARCH, 1987 � /__|EMpun CumS/nuu/�u »/n"'°~� ' E�SEWENT ~~^^ 03 ! SILT FENCE BEGIN DIRECTIONAL Q) EDGE OF MARSH DRILLING (ENTRY POINT) JULY, 1994 TREELIN (DO NOT ITURB) BULKHEAD 14'x2O' SILT FENCE ALLOWABLE Ni B-1 B-3 BENCH R/w 2,10 20, IEMPORARY 3.1 + 0 0���X S [ASEMENT 0 T —3.8 —4.6 6 5 —10.9 —15.6 A"?Kl C I I SURVEY BASELINC Z2 /w BILL'� EDGE OF MARSH ARV MH 5 SILT FENCE Sums W/RJ DI PLUG U ARMY CORPS OF ENGINEERS JIWISDICTION LINE. (404 LINE) SEE CONTRACT "ID" C-) EDGE OF MA� FOR CONTINUATION 4j 10 ARV MH 10 — -EXISTING GI DE ALONG BAS LINE AR MH -DIP TO HDPE TRANSITION CL Iss— EXISTING GRADE -------------------------------------- Ln 12" GAT VALVE CO W/Ri Di PLUG LO 71— AT PALM S" R/W AND MIN 1.0 FT DROP TO -10 -10 —15 —15 -20 —20 7. -25 —25 00-10 -30 —30 00 EDGE OF M ERS CO CT -35 CAR -35 CA Is PIR -40 ELIMINA6Y 15394 so -40 -45 BRUNSWCK COU114TY PROJECT NO. DESIGNED BY: HEISER CAMP DRESSER & McKEE NORTH CAROLINA 6478-2 DRAWN BY: _J. KILLINGSWORTH PLAN AND PROFILE SdEET SHEET NO. SHEET CHK'D BY: B.GARRETT APPROVED J'Y: environmental engineers, scientists. CDM SUNSET HARBOR CROSSING REV. DATE DRWN CHKD REMARKS DATE: planners, & management consultants , LENA C. MIN TZ 12"x6" MJ DI TEE WITHRUST BLOCK SEE DETAIL F'./12 24"02" TAP AND SLEEVE W/VALVE N U.S. 17 I MAIN STREET -- - 5+00- _.- tfI LL 12" W - PVC -- - --- till _�. Up- C f 41 I w w v ti FIRE HYDRANT D N IL N 12'-45 RJ DI BEND SAM EDWARDS 120- 45 RJ DI BEND ---� MIN 120 LF RJ DIP ROTATE FOR GRADE 190 LF - 12" RJ DIP MIN 40 LF - 12" RJ DIP MIN 40 LF - 12" RJ DIP 19 - -- __ 18 ___ I 17 16 15, ... _- I I - — 14 STREAM-STABILIZATION13 Uj ------ -- - 1— I I l -- _- -I I}I I `--' - 45' BEND T I TE- FOR. GRADE___4___ -� 9 .._ . -- - - - -- —� IJ ' - - -- - - - I - g— I _ 95'_ BEND---•- - - - --, - - ; -- - u' _- �-- -- -- -- --�---� _.t..____-1-_�"- 1 1 7 - ROTATEi FOR; GRADE _ ----- - - ---- T- ! * v, -� I 5 - - - i I- --- - -- � T I 4-- i I ; , n 2 ._ I I --------- '— -- -- --- �--—, aOr00 _. --I— — fir a - - --- r I '- - - .- -3 _.. '45` BEND- - T -- i- - I 45' gg ROTATE FOR RAO� '� OfiATE FOR GRAD 4 -- _ -51.-- _6 __.__--- - -�N� 1�RCN y 1 N57 CLEAN BEDDING --y --- --�-- - =— p -7 - - -- - co_ HORIZ: 1" - 30' I 12'x6" MJ DI TEE Fa- I SEE DETAIL E / 12K N T 12" RJ DIP 1 MIN 40 LF 12" AME RI CAN LEGION POST #247 i0 T BRIDGE P L� TFpRM -11T-- 10+OOui -- _ la - ul ur u}_ 12' W -PVC _. S l) 3.8 8.9 2.e 1. A.° 14 14 INVa 24" RCP I 4.S 2 Qa 96 ` WV1 A _ litAUµAtI` 14 9 w I L ,c 12'-45 RJ DI B t�p OD N E FRANCES ANN S. wH1 TE 12"x6' MJ DI TEE W/THRUST BLOCK SEE DETAIL H/12 I) - AI U I N L. n FIRE HYDRANT"' tw U 2 ROTATE FOR GR D ".' F'HILLIP B' SAS/S TA. A. 12'- 45 RJ DI BEND �; A►_EXANDER ON, JR. VERTICq� � E3 A. SABIS TON, JR. SILT FENCE APPROXIMATE LIMITS OF PERMANENT CONSTRUCTION EASEMENT 1 EEfVAIIONS IN THIS ARIA _ARf RI 1 C Nk NCI D 10 N C v D. JOHN H. MINTZ N t-- z U AND HN MINTZ Q GLORIA N TZ MI Z .� c N LEROY J. MINTZ - Uj �_ . U.S. 17 MAIN STREET Ab - --- -^u - - - --- j - - _,�__�VC 12' - -- - T-F - _ _ ' -PVC - - - - - - - _ _ __._ 12 W - _ _ - -- — -- -- --- - -- kt _ IN V - - -- _ — - _ - .T rV `" 20+00 �N o - INV 33 v5 I) ' �til�. _ON ,.6 ♦8 n ) OINV pv) p0 ,� v- u p 9 D , \ FIRE HYDRANT cl I ` D c) v t o v A p j9.1 ' cb �'6 cv SILT FENCE 03 THOMAS B rL ARTLEY DANNY HEWETT E. ANLEY LEN,& ALVIN B. WILLIS C. MIN TZ LE Gf NO I AU Al RI At LJ I It I I Y d tl III i I Y 1'O1 1 N011 S• OF UNIA RGHOUND TI I I PI ION1 • At I PIPI IN VI it I S nRl RI I I WNC'(D 11 I 1 I'I IONI III I)1 S I AI 10 1111 1 UCI OI PAVI Ml NI OvtR Ittl PIPI Il%w I11(.tl i OI WnY 11 IIII 1,11,1 CF20SSl S III[ ROAD AND IIII. I S TOP OF SI OI'I 11)(;[ OF IIII P A VI MINI OPPOS I I IIIE MID ITS ITOI TOM OF SI OI'1 POIN 1 OF III[ PIPI 1 Olt A PIPI PARAt LE l RCP RI INI ORCI D CONCRI II PIPI 10 IFII ROAD 100 CM11 CORRUGA' it 1) MI I AI PIPI 50 0 50 UP C CONGitI It U III I I Y I Ol I At Al141AI 11-II-PIFONI - .11, iDCI OI PAVIMINI D CI N II R I INI OF 011 Cl1 REV. DATE DRWN CHKD i NO. PROPI R 1 Y I INI `.i ARI I)ju I III D I ROM ITRUNSIMCK COUNTY IAx MANS. SCALE FEET JR BRU1,4SMCK COUNTY DISICNI.D BY: L.B.GARRETT CAMP DRESSER & McKEE NORTH CAROLINA DRAWN BY: S.DELAOSSA SHE[] CHK'D BY: TAACKSON CONTRACT D CROSS CIIK'D BY! APP _ _ -- _ _--- --- ROVE D HY: - envi,onmenfol engineers, scientists . CDM SHALLOTTE/BRICKLANDING/MT, MISERY/LONG BEACH WATER MAIN REMARKS DAIF: AUGUST 1994 planners, & management consultants 1�!"x6' MJ DI TEE - W/THRUST BLOCK SEE DETAIL H / 12 DNS TP z U y f30 1 P A — tl II O II Y ,. .. ' 1STERE • �/ 6.f �•" a SEAL L-2518 � : -1i: ••.....•• `u a -�, - , INIL111•N TRIXIE S. HEWETT �o N F TLN + �I 15+00 Su:rl ASPt IA CD N , p. a �v BRIDGES A c �ABISTpN JR ALVIN BRYAN WILL/s , JR• 0 o 7 + EET Uj _ ut Z J - 1U Q FIRE HYDRANT PRELIMINARY NOT FOR CONSTRUCTION AL. VI N BR YAN `M �11 j y 1���1,1,�1181 111�11 . .,`�� 0/ 1, 11�. S/ so i90 10 SA p � 1024 � � � 15394 y CI N� 9 G `�+auu1 PROJECT NO. 6478-2 PLAN SHEET - - - SHEET N0. STAG+00TOSTA31+60 1 DEL ANNA W HOLDEN J FGEfJD: — AU ----- AERIAL UTILITY d U TILI 1 Y POLE -- Uf - — UNDERGROUND IFLF PHONI IPu TFLFPFION( PFDFcrAI. R1W---- RIGHT" -OF -- WAY -- TS - TOP OF St_OPI BS- -- BOTTOM Of SLOPE RCP REINFORCED CONCRE 1F P?IPF CUP CORRUGA IF D MI_ TAI I>IPF OF UNDERGROUND ELECTRIC F_P -.—.__ EDGE OF ASPHAF T PAVTMFrJI D CEN TFRLINF_ OF DITCH REV. I DATE I DRWN I CHKD NO JAMES E KIRBY co k M N 25+00 r 7)I=. --= NO TF S. A(.1 FI F VATIOIJ ARI BASED ON N.G.V D. 1929. PROPI R1 Y LINFS SORE DIGITIZED FROM BRUNSvNCK COUNTY TAX MAPS 50 0 50 100 �1111 SCALE FEET RI MARKS ALBERT H. PARKER JAMES E. KIRBY JOHN F. PARKER JOHN F. PARKER FIRE HYDRANT r S.R. 1115 STONE CHIMNEY RD ALBERT H. PARKER SIL- 7 -NCE S.R. 15 ST NE CHI NEY PD. 1 'x6' MJ DI TEE — SEqTHRUST BLOCK DETAIL H/13 -19-1 MIN 40 LF RJ DIP RUTH WOOTEN AGEE DE C;NED BY: L.B.GARRETT CMP DRESSER & Ni -KEE DRAAN BY: ___ S.DE AL OSSA SHEFT CHK'D BY: T.JACKSON CROSS CHK'D BY: APPROVI D BY: en,ironmental engineers, scte-Usts, CD I mlw DAIF AUGUST 1994 plo,ners, & management consu fonts 30+00 ALBERT H. PARKER JOHN F. PARKER APPROXIMATE LIMITS OF PERMANENT UTILITY EASEMENT 75 LF C7 4' THK x 12" ','SIDE CONCRETE CAS' &12' THK 'J0 57 STO ,E ABOVE & BELOW Di,, AIR RELEASE VALVE MH �\ SEE DETAIL F/13 Y'� 40 LF RJ DIP 12'-45 RJ DI BENDS ROTATE DOWN AS !FECES ARY FOR 4' MIN COVER THROUGH CREEK CROSSING EDGAR RAY WOOTEN BRUW ,,CK CCuNTY NOR-H CAROLINA CONTRACT A STCi JE CHIMNEY/SABBATH HOME VIVATER MAIN N 12'x6" MJ DI TEE - W/THRUST BLOCK SEE DETAIL E/13 ROBERT H. JANEDA r� -- -- il i' v —PvC --- —tip-- - JAMES E. KIRBY /— FIRE HYDRANT 0 W - < BENJAMIN o HEWETT Z O U I 3 + (` :- CM ` S1-19-2k I 1�+P� v4 169 BENJAMIN HEWETT CLEMIT ALLISON HOLD EN or 0 J o � 50�'0d e47& ^" — -- --- -=C -- U co 42� RUTN WOOTEN AGEE , PRELIMINARY � NOT FOR CONSTRUCTION COYfT G,q qy ��glSlf, F"0, lj `,`,111 •tad,, •�•` CARN 4 . �" CARP �g��'•..... ti . { , ! k-25I8 E _ SEAT ! _ S RRqq 9 f '•' ��• �UL �'• if P• � :�• Q i y . •'•• ...••• Q• C� ^'s W O+o F� �� : !, •.F��� NFL ." �� Et �>• n un� PROJECT NO. f:41F1 ? PLAN SHEET - SHEET NO. STA 2 4 + 7 8 TO STA 52 �60 2 i_, I d �.r I i I I i I I i I I i I t i 0Ohc. rc 12"x6" MJ DI TEE W/THRUST BLOCK SEE DETAIL E/13 c1<<0 R q y Jq% 0 12"x6" MJ DI TEE W/THRUST BLOCK SEE DETAIL E/13 LEGEND: AU AERIAL UTILITY d UTILITY POLE UT UNDERGROUND TELEPHONE TP 0 TELEPHONE PEDESTAL R/W RIGHT-OF-WAY TS- TOP OF SLOPE BS BOTTOM OF SLOPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE UE UNDERGROUND ELECTRIC FENCE EP EDGE OF ASPHALT PAVEMENT D CENTERLINE OF DITCH �<C�soti tio,o�� \\ oo cy�MI BLOCK HEADWALLS ELIZABETH. E. ROBINSON FIRE HYDRANT a �J h INV� NOTES: • ALL ELEVATION ARE BASED ON tI G.V.D. 1929. • PROPERTY LINES ARE DIGITIZED FROM BRUNSWICK COUNTY TAX MAPS. 50 0 50 100 SCALE FEET 17 sr-r96�4 h a� SIDNEY R. HOLDEN COYET GRAY N.C. GRID NORTH, N. A..D. 1983 HORIZONTAL GROUND DISTANCES SILT FENCE r , 1yk0 p,C1/ N PNK1N5 NE`RS NEAR'( DESIGNED BY: L.B.GARRETT CAMP DRESSER & MCK;EE DRAWN BY: S.DELAOSSA SHEET CHK'D BY: T.JACKSON CROSS CHWD BY: 100 FIRE HYDRANT 60+00 LPNG PS�FZ LPG i APPROVED BY: CDM environmental engineers, scientists, DATE: AUGUST 1994 planners, & management consultants 12"x6" MJ DI TEE W/THRUST BLOCK SEE DETAIL E/13 APPROXIMATE LIMITS OF PERMANENT UTILITY EASEMENT in AIR RELEASE VALVE MH r SEE DETAIL F/13 5010 R NO`o�N IDNE� 5HO`oEN s BRICK HEADWALLS D ADD 0 SE`�ERS FIRE HYDRANT V4-156 T _ 1 !-W �5 0N0 RG 5 OgERZ R COS GRAY LACY LANCASTER - 12"x6' MJ DI TEE W/THRUST BLOCK SEE DETAIL E/13 MIN 40 LF RJ DIP 112 LF - 12" RJ DIP MIN 40 LF RJ DIP 12"•45 RJ DI BEND - -- - - --- - - - - t 00�,0 00 o-- Z_C> STREAM STABILIZATION w � 0Qs -o p -,�� O0� w 0 i 4 !- -` fi(� 00 -- - 0 -- �O('� i - -1 f 0C,, + �o , 0 0 off, PB��" RVP� NO ELTON BRUCE CLEMMONS a a W � in 85+00 HLB—V4-06 (gyp '-- V4 —15J {- ` 00 /^! STONE lMY5 NE— RD. .� PRELIMINARY --- NOT FOR CONSTRUCTION C A RO''•ti i-�2�.•\STE•' •�, LACY LANCASTER 9 fo •�i •, L. 1� SEAL' •v r �� 1-58 �45' BENDS ��i0o OoF 1 .•!��o aua�yo•: 2 — ROTATE FOR GRADE - —?�O - f Og ' • Q TYP 4'� JO - OO i ---� N .,yp�• . .•O�V`o� 0 - - - CQNC RCH �Oo 0(� I .__ 0 - —� O - (n i I I 4 THK lx 2 WIDE Z -2 E - -- CONS RETE- CAP------ - - - �- - - --- -3 - 4 -- - - tt57 CLEAN BEDDING -5 �;- 6 SCALE: VERT: 1" 3' HORIZ: 1" 20' BRUNSWICK COUNTY NORTH CAROLINA CONTRACT A STONE CHIMNEY/SABBATH HOME WATER MAIN PLAN SHEET STA 52+60 TO STA 86+65 O�•`(,\N CCS SS�/�rr � `' 1:) �il�' S� R O� /�'7 ♦♦♦ OC r� �� C " • ♦ .. b • A = SEAL 024 14 auui Illu�lNN PROJECT NO. 6478-2 SHEETNO, 3 I APPROXIMATE LIMITS OF PERMANENT UTILITY EASEMENT SIP MRS. DALE SPEICHER �— SILT FENCE !J4 Lr — IL nu un �— � 00 Oc --- 0 0( --- — °c _ -- gig`- -- - -_— O O — -- EAM STABIL IZATIO Z /-C NC AR H _ — ----- 5' BENDS OTAT FOR-- RADE - YP 9 JAMES HOBSON BRYANT 12"x6" MJ DI TEE W/THRUST BLOCK SEE DETAIL H/13 0� r• 6,STEflE� •• •/� ' SEAL: L;•2518 qS w ••�+�+as..N•••'• wr...ryr ' Cj' F cly o���R 6,4,E HARRY C. BRYANT 11'4v- i V.p %lolli11.,•II - 0 r A� 1 15394 jo• R ••, NGI ryF``:�° ��: PROJECT NO. 647© 2 SHEET NO 8 12' W } PVC 9 LEGEND: AU AERIAL UTILITY d UTILITY POLE --- UT UNDERGROUND TELEPHONE TP ❑ TELEPHONE PEDESTAL RAW— RIGHT—OF—WAY —IS —TOP OF SLOPE BS BOTTOM OF SLOPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE UE UNDERGROUND ELECTRIC FENCE EP EDGE OF ASPHALT PAVEMENT D CENTERLINE OF DITCH REV. ° I DATE I DRWN I CHKD G` N O° �10R�,cRio ^ 2 < ONT NORT � cRN q. 3 � O (f Np oD/i 198,3 IVC �Q ARTHUR THOMPSON D,A VID CHARLES w w APPROXIMATE LIMITS OF PERMAN ENNIS NT 110 LF _BORE AND U UTILITY EASEMENT 12"-11 /4 DI BE JACK ROAD CROSSING JERRY McLAMB CONSTRUCTION INC. r a FIRE HYDRANT SEE DETAIL G/13 0 COMPANY, m -erD o SILT FENCE � AJ DI�/ .I ` -- 45+00 �""'��•...�"„t � 12N Imes MIN 160 F 12" RJ HIP ~�------i 340+ 12" W - MAN/12" HERBERT CARVIN ROBINSON pYjl HORT �Q ti cF, NOTES L FLEVATION ARE 3.V.D PROPERTY LINES __ - -ROM I' COJNTY TAX MAPS SCALE REI.IARKS v 12" RJ DI TEE W/RJ PLUG 12"x6" MJ DI TEE \ W/THRUST BLOCK SEE DETAIL E/13 LAVERNE NORRI JOHN A�.BERT NORRIS E, DESIGNED BY. L.B.GARRETT CA,��GD DRESSER & MCKEE DRAWN BY: S.DELAOSSA SHEET CHK'D BY: T.JACKSON CROSS CHJ'C ar DM APPROVED ?' environmental engineers, scientists, :)ATE' �'--'GUST 1994 I planners, d management consu�tants SCALE: VERT: 1" ■ 3' HORIZ: 1" - 10' APPROXIMATE LIMITS OF TEMPORARY CONSTRUCTION EASEMENT 12"RJ DI TEE W/RJ PLUG FIRE HYDRANT 12" GATE VALVE —• — ', / —,E:: T� MIN 160 LF 12" RJ DIP CV P 12" RJ DIP L 12'x6" MJ DI TEE W/THRUST BLOCK SEE DETAIL E/13 12"-90 RJ DI W/CONCRETE BLOCKING (TYP) GREGORY W. NORRIS 12" GATE VALVE BRUNSWICK COUNTY NORTH CAROLINA CONTRACT A STONE CHIMNEY/SABBATH HOME WATER MAIN 0+ STA—CHdMNEY�RD. �" U Z Z u -1 L6 Z J F _ U Z X , - IN CASir,o MIN 35 LF RE AND JACK R D CROSSING SEE TAIL G/13 VEDA NORRIS CUT 12" RJ DI TEE TO EXISTING 12" PIPE CONCRETE BLOCKING (TYP) JOHN ALBERT NORRIS FIRE HYDRANT F1-10A-3 12" Vy PVC PLAN SHEET STA 338+42 TO STA 365+00 fill PRELIMINARY NOT FOR CONSTRUCTION ,'���, �N • CA RO,,��': SEAL i t ��tONV��' PZ► :. S• �s�eeeee n rrrrrr e,.�`` CAROL .�E 0' . e 1539G ; z era++r::eeeeeN1 PROJECT NO. 6478 2 SHEET NO. 12