Loading...
HomeMy WebLinkAbout32-90 OVERSIZE PLANS 2w r Q 0 VY W U V U F- 0 ZQ w p w 3: >-w� >�zp �O� cn CL r a 0 78 0 x In z � a uw r Y O z W uj C) U r cr uj W O W Z U � C) cr cn 0- 0-C6 cn L.Lj J_ Y 0 L.t_ ego O W Z Z L /N COL N DEVELOPMENT CO., INC. WASTEWATER TREATMENT PLANT SITE 25.8 25.7 •, N 82° 32' 30" E 210.62' BRUNSWICK COUNTY O O P T ?5.2 25.3 24.1 55' 3d E N 82° 34' E 160.9 I91.23 60.35' BEGIN 40 20 EASEMENT EASEMENT IV 51 HOWLETT ((i C B. H O 2 O 2 J 24.4 ' + O 00 24.0 • _ • 23.8 1 6 f 53 1 216 21.6 N BM TOP PIPE = 24.48' 1 65.07 18.6 23.2 • �. 7 •� S8 24.7 � •?. 24.2 I 9f92 TOP PIPE = 25.09' �- - • 22.0 BM TOP PIPE = 23.95' C)• •�21.6 .=0.63, 23.4 1 g O + 23.7 m + p • __.,�-� • • 20.5- 23.8 1 N o+ N p • 23.1 s 23.4 1 N 92 • O + 18 + 55Y p • P-- 92.5 1 't TOP PIPE = 2005' N O O • 874. 39`_ - . 22.8 20.7 19.7 O + 4- • 1 3 20=FORCLARITY cy M LINCOLN • _ ftft -'229 DEVELOPMENT • .0 �y.� 229. 52/6.0 23.4 22.9 23.01 I --_ . 221 206 CO., INC. 8JACK G. STOCKSes G SHOWNITY 0 0 0 o 0 +10 4. + + + + O p h hCID cp b b 1 1 21.0 25.0 1 25 2 125.0 CONTINUED_._...,...........-.-.-.-.-.-.-.- 24.5 FROM ABOVE V FORCE/MAIN ROUTING SHOWN 1 OFFSET FOR CLARITY GAT PROPOSED 30 N C r `E ORTS AUTHORITY EASEMENT ELEV. ....................... ............................................................................................................................................... .................................. 30� .............:...:...:........... .................................. ....:::...:...:...::..........::. ::............:....:...........:. ..:....:.........:....:......... ................................. _ ..................... ...................... ..............................................................xis r ....................l�`\. .1..\�, ./� ..\�..�. .�1,• Y�\\1-�✓ t4 %t ��/,\'-/�%:��" K\N \\ .. �........... 20'............................................... .........................................................................................1........................................ .. .. ................... ........................... I ........................................................ ... ............ ........... ......................................................................... .C.6*T.I.N.UEQ ........ fROM.......... ................ .......... ....... ... ......... ...................... .................... ................................. ...................................... .................... ............................::.:: ................................. :::::::::::::::::.:..:::::.:::::: ............... ::.::::::::::.:::.::::::::::...... . ::::::::::::.::::::::::.::::::::.. VERTICAL .. ...... .... :...::: _ .......... .............................. NO..TE......SCAL ...............................: ....GHAN.G£......BE. NNlI1I................................................................ . ._ ............ ............. SCALE / " = l0 , ...................................................................................................................................................................................................:..... ..... ................... ................. ...:. $1A.:...42t..f�.....r ?.Q.M......L..... ..5................._................ ..................................... . ........ ............0 ....................... ......................6........ .................................. ... .................. .............................................................:. . ..::................................... .... ...... :::::::.......................... .......................... :::::::......................... ..................................... . ................ ........................ . a, _ ....... �o. ............................................................_ :::::::...................... ....................... .....................:.........:.................................................................................::.:::::::.:.:::..:::::.:::.::::.:.:::::::..:..:...:::::: ..............................................................::::::::::::::::::::::::::::::::::::::::::::: N. C. STATE PORTS 00 AUTHORITY BRUNS WICK RIVER OL DE O + to) Q °o + + o 1.0 20.6 3.l 1 N 23.2 24.5 24.2 24.4 T • _ • �_--� 24.7 25.2 .- 25.0 ■ _ CUED END 40 ' i BELOW LEFT EASEMENT TOWNS BEGIN 30' EASEMENT v O O p 8 O + o v O O + 4. N Tpt p0 ^ e 23.3 265 152 6.3 I 1 1 �. 530'"_ 98.0' N B7• 18' f PLAN SCALE: /" = 200' NOT FOR CONSTRUCTION PLAN SCALE I" = 200' TOWN OF BELVILLE CAMA PERMIT APPLICATION PLAN /PROFILE -SANITARY SEWER EFFLUENT FORCEMAIN JOSEPH S. HILL, JR. and ASSOCIATES CONSULTING ENGINEERS and PLANNERS WILMINGTON, N C. DESIGN JSH 0 ��•�� ligRo •,, DRAWN P VA S •••• "9 CHECKED JSH ��+, `O ES �) ;•O •� toSEAL r SCALE AS SHOWN 8982 S Q i- • ` •+.� �.•' %`YCa ; AUGUST 1989 OFFICE OF COASTAL MANAGEMENT %,41P ..... �1\1\1 3 of 5 WILMINGTON REGIONAL OFFIO,E �" i REVISIONS SHEET ._.._._.____._._._. "GMWAY FELERAL AID SHEET PLATE 2-DOUBLE PLAN AND PROFILE -LINE & DOT �PTELEDYNE PRINTED IN U.S.A. 3 z-1 0