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T N� _ ;LAC tD o , u ;r :dp'� i N W - - cu , 30 14 ° C,•, _\ o V CQNCRETE,15 DRIVE �' 2 3 / u,' � 1 �'' r ( O o I _ -- „ * � 0. / b;: , v o REMAINING 4 CONCRETE �� R°5 O0 w, �4 0 7.18 0 0 S 6 N c� 0 , , 4 I N75, O1 45 o '` f v o 15.00 t o .01 i � , 46.99 .P �, c� p 1 i 0 0 c�' � � c0 N Q° ; •, i / j �I. „ „ ;, j„ DD9 LIi/I A J 1 C, G"�'� i, m „ \/ _/ i _ rn _� 1 4 1 ., '� 44:6� : o cr / O rn L c 1 17 I ._. \L. Q• O i r f c r � I � �✓ v� ,:12., r I 9 X Ali �i q 1 9 i O 4 AIR HEA is �O 17.2 DER O AN X 01 t C CH '� AMB R E /, T"- /', iy' '. o QUALIZATION _ EQUALIZATION E { TANK ,; zi - � \ ,/ TAM( t>--- ----_ o ::� , , , , ', - , _ ` N a, 326 79 --6-__ Z n 0 ` ,E �,: f .tea �� '6,7 25 �, ,© = �I -li � i v �' I - - : , �1 - .� .:�.r�� I.� 'I 1.�.I:1-..1'I�j�� I � 1�L .. I ... l.��1L.z,I r� :�,.�1,.'1- "::�.� �� .1.L ,1� : �� : .- F..0.. . E..i�:� -,-�� ..� -.I.�..�1 , `� �� Alice �� = ,,L l. _ _ -_ _�L N5156.6 79 �� I L1-_1,":l"- ,i� -�l/ _ COORDINATE EXACTS 4 CAT4N7 i �;� . L L- Ld *")I CD W/ ENGINEER _� 1 , iz _ - _ - - _ - _ - - _y �/ _\�1_;1�1-__� � �:.�.�.:::. .;.:!:_ :::.�, -:.�..:::�.�.�: �,:� :�.�.�..��.:.I�-�� :��I,.�:�..,.:::.. ,.Sr:.0:�9� .:��..:::..:�., ::� ..��..:.:O:...:: �/z 1` E6 EDGE C<0<C<_<C._/3 *) Q^-N870 30'11"E 6_ 5 .1 A + I 1 - o . f �j,_ o o c _� �' \' �r \ I ' ,_/ _ _ / � � . � .A i o I �_ 4 R LE CUR + r IS � 4 �L�IL --I ti/ 11_ ��_ 24" ROIL D CURB P LL TYP E6 0 I - � , ,`, - _iz i� J/ _1V EL \ ' In { r �_ � �/ - E6 SPILL TYP m + oo = �, f j --- 0---- 69.52 Q { � -�/ _ 4i/ / Ji I C RETE WHEEL + o _'e11 ° I/Y/ II" 1 C 0 V, i - N85 30 50"W h s STO ,TYP. cn < <o / i � -' � - { = _�� o I 1 p6' � 1 s m � � I g = - oo �00 1 Z � /-,L1Iz �z �_ - o` S ti' ; SI EMALK E6 i 1.05 + I ' , "I �� - I \I/ ��I � . < = , 18.00 12.00 ' 12.00 /�`__` j g' - z � v> i 00 - 18.00 12.00 12.00 18.00 I � ^' _ �' 2.00 .0 2.00 1 3.00 I -0 i _ -!/ i -I N N N VI/ �/ o =+� PAV M NT >s rn, `o N - cNclbn *Yp " "L -I II� �Lo '{{ M KIN , TY . ! " , 4 i P < �I 4/CO _ CONCRETE WHEEL \, { ---- -- -r w I STO . YP , I k �i- 1- \� - / oo 24" ROLLED CURB I\ CCD v r- -, �i �� .00 12,00 1200 18.00 10.55 18.00 12.00 12.00 18,00 .6 _ -J-- I \ + o o�i 6 .00 I ___ --- I _i { o --- - _ � � e �" I ��O 1 .. 0.65 R 1.00 � 2.000 � E499 _ 1\1 - , + I 00 50 n _ / - I ---. ---- _ 55 _ \' N5000.0000 !- �` LL_ T -))) ' `� ' _ 2' - „"� ( "� 1 E5000.0000 - -_{ b � 0 )T 40 W 1 •a' _ f ._ + i (,,, ; oo - S79 pp \ rn 0.9 � 20.97 �,-_._ .I /,po - f rn + o �., 1 I 9�� 16.49 0c ..'8 19 50 � , -,,_ --✓ ' - v , � `v 18.43 + N87z12 38"W + 1 45 1` `� o �5 _` 37 29 _ W��1 1.52e _20., „ 16 _ -I --� - 3140E U,2489 S78°1530'W 151.08 (SOj�. LEGEND r ^�`� N4970 5797- N Nl9 AC ACRES \ N4959.3850 E4650.455 - _ 24.38 I � 17.43 6 I 36.74 0 42.64 � 39.80 C, \ - - _- - - _ _ _ - 80.44 ___ K_ - N /VQp APPROX. APPROXIMATELY 4 6 .1 w CO CLEAN OUT111 `-., EFK N89°37'25"W 201.63 (TOTAL) - i 4\0' fIw CONC. CONCRETE 1 o DI DROP INLET - I - , - _-� 0--- - D I A DIAMETER-�- R Z O Jp � EA • EACH _ ., �o v- 00 0 ,,, EL ELEVATION �I/ ° z -'I� ELEC ELECTRICAL INCOQ oC° w \ Irn EPK EXISTING PK NAIL a, I � po1 � k EX EXISTING z_ FE FINISHED ELVATION o _ FES FLARED END SECTION ______- --_C ,F 00 1 Q I 28__ _ - to IVERT ,.> o _ c FF FINISHED FLOOR -- - f o �,o y0 I N 81.00 o _ (TOTS-1 FH FIRE HYDRANT - 24.43 5.0pp o N80° 45'10"E 130.02 <r }g-00 o 15.'a_ `-- - 12.00 v 1200 _ o LFV L IINEAR FEET o , 35.34 - -r o LP LIGHT POLE - _� �1 06° 45'O1' _ 50.02 N08° 54'20"W o F _ _ - - R-300.00 H WATER 90.00 _ J 8.27� _27_00 - - - - 25.17 0 �' ---- 35.00_ _ if - - , � MH W MEAN H I G 27 00 - -- - - --- - - N87° 30'11"E 237.28 (TOTAL) MIN M I N I MU M -- --- =o MISC MISCELANEOUS 0 / � N/F NOW OR FORMERLY g i� 1 g �`�� NTS NOT TO SCALE i I ` c.) /w� "; W _ ( P) BY PLUMBING CONTRACTOR -- o R I I 15 / RV r RADIUSNYLCHLORINE q�0 0 \? ,I �-- RCP REINFORCED CONRETE PIPE 0 18.00 12.0 12.00 18.00 -_ v o / TC TOP OF CURB TELE TELEPHONE PEDESTAL o - " TRANS TRANSFORMER of `' ��_%�. - 9- TSW TOP OF SIDEWALK _ _ - 2° "� TYP TYPICAL -P, -__ ---_.-_-. of v�y , O / �`6�' WE WNTHRGROUND ELECTRIC � FILLET RADIUS NOT SHOWN ARE 5 0 Q'' CONTROL N " I. B00`ti _N WL WATER LINE _ o p j 9L4j SAS s,4-3 PAVERS S. . cr �,�p 1 °v pZ - _ - __ .. -7�- �� I ii�� ,� -, ,, ,.,1� � Ap p �. �p �o BUILDINGS H j° 1> i �o c-COASTAL MARSH -- �'6 REVISIONS BY DATE ?� I � 25.462 W �/ 28.72 -- 404 WETLANDS A, �60 1 - - ___1-1,� ��_//1___,,, �j,�Izz I_"d]z;__\�1,L,_I_/�- -0---_11\I�J�L1 /_�_�l ��iIz-_/_\___��_E;;l_I_- �diI/z, _1�'�_,L11I1z/SS� L �__ \. ,I;,,/-�_\\\]11.z Z� __\-\_\�d=tI x/z_a�_ jz- ::,�l-4�Jv;�__�-.��\I�,,LLLl _O,1�\i,LL,L]�, ��j_z,P��, -,I;_I_l\_�d I/_/ _- ___�`'L�LL,/_�_�I z \d"L./l--'-�-\<'1LIL1L�-1 �---'__, 11�1,-�--_-7-_:- ��'�LL-,! - ,�_,_- �_ -'-_ \I_L��-;__-I,'_ �" �1' �1,,,i-,'LI�11,,",,1 ,- ____-_��,�I�,�1'LLL1_/a�I_�' 1 LL,_-___:_�,II\F-,--_�La__L1:1�,L�_L--�-,1 -LLI ___- _ I 5"00 i o ° -500. (0, 21'42SBO IT42"W 404 WETLAND FILL AREASII 128.96 L 13.79 39 64 0 0847,371° 06 26 - - 6 - - EXISTING CONTOUL -___��__///, : PAVEMENT S89°53'15"E 182.40 (TOTAL) R•500,00 9.66 \1-_& �L/ -, 1, 1 /I/ _�-\dI Il_I- :L �--4I-/-- �I -�-_�x-��, __ I -L-,,-�\111 Laa,- - 11 T_�\ -11 I _dI z_--__�--:�-� L1 . N _ 6 - PROPOSED CONTOUR o - - - II1 <�b6�, --_\_L1I L --1 T---1/ -: �__-\1�_--II _-_-,\-t;�-�\_-��'�LIz - � -__�\�L �L-I/ 7-\dI,,- -�,11�_ �L/, __L �� _--\-iJL//E-_ L-_ __��,\L__- ,\__117L-- -__ _ _v��-��I o -- I I i - ____ 7 �" EXISTING TREE LINE -z I �_ - dL _. -)- - - �I�I_� JOB NUMBER I �____:��L� 'L _-_LI�_�-_,� �__il__\JI1V l-_ - -;I _-�1d �,L-:_"_\�__1�- L- �__-_-1L,_,_-�___�\_0 _I._,',7�I-/- _/ - _ PM -651 _ DRAWN BY TI-_,_11 /- __-\\1I-r,;/_I��___�� 1�� iII � - �L �I - \,ldi;;__-__\-��L,I- __z/ __0_�__1�1iii1��II _- ,12'1�_-11aI _�_-,- -_I,�I_ �- _--_,\�1�_iL_1-�-��__ J,_I _____i�I' _1-_,_L_ _/_, - ____--_\ALJ_�I ,X-_`-_\v__ --li_zI \1I _n ,_IIv //1 - _- \\Ii!_Li1//_-�- I�I ' LV RDC -- - � / -- _ �: �, �, - �I DATE -� - - \ ' �� AUGUST 15, 2003 �I &x \I \.li - � z-� . 1; .z I-I�� I; Ali � , _ " !I:_ 1 �, ,, , I = LEGEND AC ACRES APPROX. APPROXIMATELY CO CLEAN OUT CONC. CONCRETE DI DROP INLET DIA DIAMETER EA. EACH EL ELEVATION ELEC ELECTRICAL EPK EXISTING PK NAIL EX EXISTING FE FINISHED ELVATION FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT INV INVERT LF LINEAR FEET LP LIGHT POLE MHW MEAN HIGH WATER MIN MINIMUM MISC MISCELANEOUS N/F NOW OR FORMERLY NTS NOT TO SCALE (P) BY PLUMBING CONTRACTOR PVC POLYVINYLCHLORINE R RADIUS RCP REINFORCED CONRETE PIPE TC TOP OF CURB TELE TELEPHONE PEDESTAL TRANS TRANSFORMER TSW TOP OF SIDEWALK TYP TYPICAL UE UNDERGROUND ELECTRIC W/ WITH WL WATER LINE PAVERS BUILDINGS COASTAL MARSH 404 WETLANDS 404 WETLAND FILL AREAS 6-- EXISTING CONTOUR PROPOSED CONTOUR EXISTING TREE LINE j i - I COASTAL MARSH Lr) Lf) 00 Lij Z < z N z Ld IF- BMS Architects, PC X I CL 0 514 Market Street '�v N z ; PO Box 3667 LO U < ro Wilmilon, NC 28406 X: 0') 910) 762-2621 Tel -0 -J c Ln �D (910) 762-8506 ": Fax Z INING WAL COASTAL MARSH 0 LLJ R I Tr .50 ITAIL ---------------------- -7 - - - - - - -- -- - - - - - FE 7.0 7 - - - - - - WRSH S87036/, 08" E 970. 67 -- -------- -- --------- ------- T'SW 7.73 E 01 -Ole **N,, 4104 WE 00 FE 7.0 E ELE \k!�YSEE. ARCHITECT A,' + DETAIL., TYP. +FE 7.1 +F 8,97, �---�30'BUFFER - - ...... FE 7.80 E 8,5 FE 6,10 I0 FE 7.61,- FE 10�6 6, -FE�.2 FE 7.80 .. . ..... 6ff - - - - - - j, 10 . .. ... ............. co 7.20 7 -41 . . ..... 7. *6 --+FE 10.8 V, 11 ..... .. -!ILL -FE Q .. ....... F .0 L L 1, 78 6 \0 I1, E 8.8 UO) \5, FE 7,0 Fk �.80 FE ... ..... . . . ....... X' . . ..... .... FE-- 6,31 "6.40 6.0 +F 10�8 . ......... -76 E 4.8 ..... ... . . *TE FE 6 ..... . .. .. .... .. CP ... ....... ArT 0� - ------ 0-1 T 8 + FE 10.8 ...... ... . 4, CP 7 =D 6 --QL3 42' 5 4 471 4 T 0 ILL INV t9 INV 2.Q L 'z EkEV. PR 4.9 INV-- ------ 18" RCP 24 LF W/ FE�,-EA. END BEGIN NEW PAVEMENT CONSTRUC'ION IQ 5- ISW 6.33 F 6.51 FE 6.51 TSW 51.87 0 Q 5.1 F 6.27 T W 5.83 52LF 18"RCP 0.3/ 18" FES, TC 5�77 INV-41 Q EA, END NOTE: REMOVE ALL P' AVEMENT MATERIAL IN N LANDSCAPE ISLANDS, REMOVE EX, ASPHAT E 5.0 TSW 6.0 iCONCRETE PRIOR TO CONSTRUCTION OF ARKING ER NEW LOT. EXISTING STONE TC 6.60 TC 6,60 -0 PARKING AREAS. T TC 6.67 IC) CD 8 LF 15" RCP W1 F ES THIS R�.ADWAY SECTION TC 6.53 -2 TSW 5.60 SHN MATCH hl� E L EQfIVE A V BCSC I W OVE LAY 0 FO DI*2 < 0- ATr 7 E, 0 JOTH 1.0y 41S ION, 2,0/ �� 2 Z,i W - INV 3.80 =E 4t - 2 IT t�! TSW .97 DI $1 INV 3.30 IN 3,0 TC 6.21 - - - - - - - - - - Lp FE 5,7 TSW 5.63 - - - - - - - - - -- - - F 5 . 6 45!� KR-*�- FE -464F TC 6.27 >< TC. 6-.50 TC 6.8 TC + FE 6.30 BEGIN NEW PAVEMENT CONSTRUCTION TC 6.92 + 4 TC 6,88 TC 6,60 6,60 TSW 6. FE 5.0 I12" RCP 0 0.3/ <- 28 LF C 6.8b END W -EA. FE 6..O - - -5&Lr - 18"RCP 0 -74X INFES, END NEW-P TION,— W/ FES 0 EA. END-� 8 THIS SECTIW P C 0.3� INV 3-9 41 18" FES,EA END L 6.a- �V/- F E 5. 71 INV FE 6.57 5 3 7 6�, 4 .35 ro 6 E 7.38 F .71 62' I \ �\, 8 f E-- T,29 C I 1. �� -FE 5.37 FE 6 7 r I 0 620 FE 06 6 FE .40 l+,FE 7. 6 I 0 L9 I Q - - - - -- - - - - - - - - - 1 2 -- - - - - 1 2 - - - - - - =10 - - - - - - - -------- 1A - - - - - - - -- FE .11 C Ld RET, _WALL - - --- - - - - - - - r ��INING DETAIL,, TYP 6 14 12 -10- -10REVISIONS BY DATE E 110.�, 9 _9 I- -- - - - JE 7.48 FE 7.39 5- 7 - FE -8.23 +FE- 0 FE-6.4 - 4,00 0 4 FE 7�09 4 0' -7 7 7 JOB NUMBER 6 41 E 8.5Q- FE 5.61FE 5.7 0 DRAWN BY L 5 4 RDC DATE 0- --T GR AD I NG- D R -NAG :11" iL 1---4 3 AUGUST 15, 2003 LZ - - ---- Scale 1''=30' L--- IL L -d L