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Home My WebLink About20051065 Ver 1_Design/Maps/Site Plans Revised_20231010m� L. u . E 752 VICINITY MAP W OI[ I , 12 I 114 15 � 16 .` 32� 38s LUCIA POINT MAP BOOK 36, 396 �\ 31 39 y ePi '<J 28 29 II 30 �O O �eh�•F / ;;AICQS_CT_' O' 41 42 IX511NG IRON PIPG'—:.__:_-.a.:..-__:_-..- .:.:....:.......:.:..:.c.: --iC&IiHM�gNFr .. CONSEWA71ON EASEMENT. SEE SHEET C2. 3u' "I" b lz"? m SCALE: 1 " = 200' 200 400 600 OFFM .------- fLOT 37 k 38) �EE SHEETS ce & C&I m � m O I �p i t3Ter gm EYE3 � FH& 04184 cil v v E� a , N / \ — \ cc W I i 3 W� z 6°RIc \ \ \ \ \ -- \---ct— m w co R3: \ \j \ \ \ jig ee- \ \ \ ST�N- ROAD STREAM (1) IMPACT TO WETLANDS 100 LF / 2,580 SF. SEE DETAIL C3.1 L 1\ \ / \\ \ A \\ 53 '�-�(2) RCP PIPES WITH FES \ \9\ m 4184 AND CLASS 1 RIP RAP ��ENERGY DISSIPATOR. �� \\ \ CLIii - - 25'W X 40'L X 18"D. N \ \ SEE DETAIL C3.1 \ \ \\ 'AIL A � C3 ELPEVRAP TO CONCRETE HEADWALL AT OUTLET. CLASS I RIP -RAP ENERGY DISSIPATER OVER FILTER FABRIC. 25'W X 401 X 18"0 1 TWIN 60" RCP PIPES. ROAD m KEYSTONE BLOCK WALL OR FABRIFORM CONCRETE HEADWALL AT INLET. CAP J� TWIN 60° RCP SECTION A -A CONC. FOOTING PIPES BURY PIPES 1' BELOW INVERT OF DITCH. TWIN CULVERT & HEAD WALL DETAIL NEW GUARDRAIL SLOPES NEW ASPHALT PAVEMENT RIP -RAP NCDOT CLASS T U a a N O r Z Lu a w N YU 0 CC a0 a z CC =0 J c $ a. �2 0 ¢3 C3.1 C9 Iv \ \ I \ \ AIL \ I RCP PIPE W FES. I ROAD STREAM (2) (IMPACT TO WETLANDS 150 LF / 1,250 SF. SEE DETAIL. C4.1 Q A \ I— [V co s \LLJ 00 Uri A\\ \z Vm\ II II L G o�\� I G \ or�o-, \ w < U-) -�x z nl r -F \ = z- ow PR PO D S EWALK - --— — — — — —_ G G\, G SCALE: 1" = 30' 0 30 60 90 > IL \�If0�o N z W J G TRACTAC 2 c W YCi i CIP OSECTION a az WESTFALL x a z O Z PROMF w� I I — 61, W U Z w -N a Q I � � z G _ pfpf \\ O L A G ss€ ------ . e LJ ------ `� -- -- -- -- --�—t ��_- --.— -- G----�G— -- —III---a--M-- — —_- 0 --------------------------------------------- _--- —zo_ — __ =--_------- N MILITAR C4 r L I6 I I II II I I II ROAD EXISTING DITCH II I I II II I I II II \ \ II w 3 SIDED BRIDGE DETAIL NTS �- CONCRETE FOUNDATION, TYPICAL. C4.1 °i 1 7 v V �� SCALE: 1"=30' \ \L \ \ \ \ \ CO � i 1 0 30 60 90 N r X \ i- - _ L o 0.0 b �s� \ J co in L_L_l` - - t r� �n I Ix AIL \ \ \ \ \ \Z I z N z \ m W J liW N w N p Rz 19.41 u az \ 1 18.84 1 20 2 G z =2 18"RC�p 0.s F w Imo\\ \ \ WES (A GC ?i PR \ 18.53o ° 1 .36 G a N CD FOOT BRIDGE IMPACT \\ �� TO WETLANDS 140 SF. 17 SEE DETAIL C5.1 G j \ z 9 m€ ch�O\ I 17.4 a°oa ss I d \ G o 17.60 L G 8 / cnII i zl w\ ------�— - \ -----of \ z� — � cz , pw� 4411 ------ --— — — — — — — — — — 21.48 PR PO�D S EWALK — I S------ oniea `* G 2 o �1. o 0 2066 - - - - - G .lb G2.85- --- - - T --- ---�-- ------ �A -a3g- -- -C5 ti DECKING STRINGER SPACING F, U coxT. waL y � N z Z JOD WOCIRDFA, TP. r, W W FE U ,e ¢ CCWOOD m PRE a Z x0 UU 0CC W � QZ DW[ SECTION NIS a PF. � ssg E5� a CONT. RAIL DECKING FiFZ 0� E WOOD GIRDER, WP. EXISTING DITCH E WOOD MIX i 04184 m Wx xo SECTION oL mn RIM - FOOTBRIDGE DETAIL 1-5 PITS C5.1 0 / CD , W I \ \/ i \----- �/------------ 8.5 1 \ \ \ \ \\ \\ \ oU ° A o m - _ P- PPbSED 0Z I II i -----� W r Mt M.T. N2 _lK � ; P �\ __-_ �04 PARKS,' II v�•p \ 4 i o� o� \ DRAI AGE 1 o➢ N m \ \ 6 AQCESS' 0 L _ - n b I I I 30` F.E.S. W/ RAP -RAP ENERGY DISSIPATOR (7.5'WX125LX1�"D) 1 r 2B INLET 104 PARKING SPACES I - I \ 1NV. = 14.70 �- 61 } DRIVE - - 7- -\ - I ` I I \ \ 1 — _ SCALE: 1" = 40' ° MENIMMENiiia 0 40 80 120 U a I Z a W � \ lU LU fr Z P c U a \ Wz W Ng \� N ¢ 3 HOTEL IMPACT O / \WETLANDS 6,084 SF. / SEE DETAIL C6.1 \\ a - RETAINING WALL. \ \ `SEE DETAIL Ml.� j i�1`ZL: Aw-1I�� i 4'37'00"E 88 71' El --- ---- /mac SS 3w00,L£.413S \ C6 6 U Y � N O Z Q J F W ':U Y ¢Z FJW Cz 0 x0 x 0 CCN J aZ �5 w w ❑ ¢3 WETLAND AR EA POOL _ 2 CONCRETE OR KEYSTONE BLOCK RETAINING WALL DESIGN BY OTHERS Q SECTION A —A TEMP. SILT FENCE m 0 ss AT IMPACT LINE. §5� RETAINING WALL CROSS-SECTION DETAIL NTS R 04184 _m C6.1 SCALE: 1" = 30' 0 30 60 90 ' (SEE NOTE #7) 61,796 S.F. g /I\ \ ReteMtBo and TV // ANIMAL HOSPITAL / IMPACT TO WETLANDS 875 SF. I I V A V \� � �� III / / / / 43,560 5<F. ' 319,594 S.F. , \ 2-91 AC.± I i C ,C --7— - 'Z- S05°23'00"W / X � ` z 210.53' / i / / / I N L11, - FES 1010� - Pi - 20' _ --- _ UTILITY ------ Es,m- „- -,;i� S05°25'?1"* ------------- I,------------- ------------ C7 t U c 1n 0 a W 0 3 = YU a? az z xo CC G U J Q Z Q W � 0 C� WETLAND AREA SECTION A -A TEMP. SILT FENCE`S R ea FILL SECTION AT PARKING LOT DETAIL NTS s d 6 04184 m xa oiaem C/.1 ---- --- SCALE: 1" = 40' -00' POCK 0 40 80 120 R LINE R/W � 1 \ I \ a I � » L •_-J I ' \\ ---S014046 52 W -----A 31 00 CH.130.52 A //// IY ��O a a c , MM M Q 00 W / ccz 0) /^0� / 0 aZ U O �� Q �O O �I\/ �\ �� Q =� a W Z yyppqCC I a\J �� WEn IE �'�0,184 S.F. ----------------- I ��5()PbCED-i!31JILDING \ \ \ 2 STORY \\2 FF00 SF OFFICE (LOT 37 & 38) IMPACT TO WETLANDS 12,345 SF. SEE DETAIL \ J " /� co ,\0%-� cal ik'-��- #lA- -0 Est fig CLD \ � 1 I 04104 \ 0 / ----- -- i'---- �r N9575.4g.f - \ s U a ro 2 tl ! Mcn 3 Rp O O Q J M W O 3 le W =Z LL az y =O O O ¢O J aZ 5, I�PROPERTY LINE F c O W� WETLAND AREA HE- 3 J pp 0 TEMP. SILT 3 }� SECTION A -A FENCE i! FILL SECTION AT PARKING LOT DETAIL 5 NTS IV d 04104 s xm ama C8.1 G - - -- - - SCALE: 1" = 40' ° Lu I ° 0 40 80 120 Q I _ z N o QI "iRCP ° a n z a I I' w I o�n I• I V YU aZ — — — o az Z =o a z c o> O w w_j N OWC \ I NEW HANOVER COUNTY LIBRARY SITE AT WESTFALL PARK _ •I I�\� G �� PROPOSED BUILDING 1.123 ACRES ----- _ (3) (FLOORS ¢r 7Q01 MILITARY CUT-OFF ROAD I� TRACT C2 �� N I Nc0 1.003 ACRES L 1/F00 PRINT=23,804 SF - I IY SECTION 1 'LEVEL 226,330 SF I 13i Hj ESTFALL PAR LEVEL�,A/ROOF=24,654 SIF r ` TOTAL FL06R\''I AREA=74,788 SIT - FFW24.00 I Bs( w t GL - G > O I 1yy t BANK 1 - _ _ NO IMPACT g� � m - LLJ G-� TO WETLANDS Co � II II 1 �oz > ----T N \ \\ 11 ° G �v \\— 04184 G TRACT Cl O s w 0.22t ACRES SECTION 1 O WESTFALL PARK \�_._-----�-- —_ PROPOSED NCDOT ----- PRESENT NEW HANOVER COUN N C9 ay y. \ LIBRARY SITE