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HomeMy WebLinkAboutSW8910519_APPROVED PLANS_19910621 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 CIWrbi`l DOC TYPE ❑ CURRENT PERMIT © APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE I°1 c I I Quo 2- 1 YYYYMMDD MASONBORO SOUND ROAD NECREEK S ` v a � BETWEEN THE CREEKS MAP BOOK/6 PAGE 85 NEW HANOVER COUHTYREGISTRY VEGE SWAa.E 1 I , 13 LOT/7 L07/6 I 6.6 LOT/5 VECa NT9�� 8.7 WA5NE06TONE ` . .n[v1 V y € OLD IRON PIPE 12.3 O OilpON PIPE 1 / l '/ '- \ 9.26`/P 56"£ c ENTRANcf N I 1 O 4 mm,ffim ! I ' / \8.9 \ OGy CONC`„4L:+v.3 s _ham as TYP/CG' 5TPEET ECT/ON _ SILT ` \ 1 -9.77' '07"£ T+� L/FT'SjAT/QN SIE \\ NC `� / 69.7P' /� -- -ANN/E BELL H/LLMAN \ - -- -- � � � \ I 1 \ /<` `�.� ' 1 - O BOOK/236 PAGE 1403 __ \ ` `�` \• - .. ._._ , _ -. -. Ngyq t5\ 15.a 1 ' C `,g �' y - - - - ' \ \\ ` 47°52'31"E ENTRANCE DE TA// Hp TRgf[ s 13. 11.8 9 1 Y-"-`-" 12.8 �2..0 \ t 8.1 7.5 �� \ 5 6 R. A 1 ' / v / - \ \ 1 + (p/ �� _ 6.12' N49.34'28' E ,:;r >s--,:<r r r _ A A 5 \ 1 \ `^�`1 �Y 59.50'/4"E OLD IRON PIPE \`\ \ \ �55 \ ` r - - 39.5!' ? ,CA !'C OE SAo ,. \ \ / I�!r ' ,, /, ,J r \ `\\\ t l \ \ /\ \ 33'52"E r , \ \ I r /3 ---- --- - - ' . . ,7.1 ; ,/ �-y r ,, �qC -t5., 1 , 7.2 N77° , 9 % t y" yt WIL L IE F. BROWN 1 I I '� r / - ' r 1 1 \\ ' Q\4 _\Z{ L700K IJ43 PAGE 144 2 / ' ! II '' / /' ' 1 �\ \\ _ �•� \ .. NI9'/1'07"E �1, S 59°33'05"E / / r ( 12.6 ,- , \�\ \ �*y 8 • \ '\ @,5 \ \ 19.55' N 6B° 03'59"E Al / , , / / I _�.( ` \ - - - ___ 8 r' . \ 2O.B0' CURTIS COVE R1 18.3' r I / / 13.4 16.6/ r 15.2 13.2\ 'P:k \ 9v' I \ ♦ \ \ \ 1 1 40.04 4-a ;cl 9\ \ 6\7 ` ` .2 LOCAT®ONMAP i /' r `\ _ - ! \ ' ® NOT TO SCALE / / rr r ' /, rr r / I qt-- . \l \ `i ;,; '� i i % / �$22°13'26"E 2.10 5 OL-1J/970P/ 11�.r� ,' / �`" ii \ \ -__ _ - ! t r r i I' rlr1 - _- -_ ---- ,4.9 ✓' 12.� Y.8 , 15.r0r 6 43.92' ', SBO°29' 46"E ' I I N15,37,02"E IV41` 42'{5"E rr ,' 16.6 .' ,/ -p 22.27' .V5'18, O A , ---- --- NOTES r '15. 1s.a 4 L..✓ _ 1 8 __1+�� / I ' S20'3O'27"E 'ar'. N17-25-55W I I / y\ i -- r' r r r1r`1-- 70470 ' r %2V9 's .60 13 4 _ _ I \\ f 0 vl i _/ / / 44.22' ,d' 3B� Q. 3 - ___N6p` 20.66' J t _ I / ' 15.15.0 15.55.7 /'' r / r' i ,7 6 I � f r �' ' � ,' � � i NI2. 4B'42"E N ��g41; ski-'m, 32� _ _ y+►'j�%;-F r ; ,' / '. �� /, TOTAL AREA 29.89 AG ABOVE EDGE OF A T 38.74' _ �`__ -_ _ >♦Y-5 - '♦ MARSH,1 y /,;, ;,/ r' / ,r l r i N0/•15'20"E 2.358°!5'r0"E \ i4T\ 29.$9 -'r � ' / �? ZONE - R20 S ' ` / UT/L/I'X�EA5EMENT f / , li ,' / ' S/4'f47'49"E ,_ _ _ _ _ I11 5( r /' 17.3 16.q. 1,,.. Kf,x�` / r' _ - - - - ti -aLD/Ro PN A� 1g 6717' I e z.2 � 3. M/N/MUM LOT S/ZE ALLOWED - 20,000 SOFT. ® ' 1 0 �jQ .s0 4. ALL LOTS EXCEED 20,000 SO. FT. - �`-' i 'it r'r'i _-- _ _ r' i' ' f N 35'41'54" W 2 I - - _ _ _ - 4.. _ - Ili, - --- „ /'r'r','r'_ - 60.23'�j ' \ / _ - - - a i I`I 5. ROADS ARE TO BE PRI VATE. 531°27.099 IE 'E' I ' - _ - C ,y� _ I f� I�I S54°4D'p �45Q'r f r6 ! ' ' ' f % r' -- - - =- -- _- " - s�=F; - - rf I r I S 54' 2"€- 6. SEWER SYSTEM TO BE DEDICATED TO NEW E Q8 , y �- - _ S�'ry;�ar� HANO�ERCOUNTY. 16. 17.3 ,6.9 16.9 ` \ � � � 14.3' r/ r tr l / /y� 13 � 42•q f _ --__ 10.6 -10.5 10 7-' it I / \ i/ / / /'r / l p6` ' 54 3 2 2 9 i.fi - - ` -43 , - � - _ - „ t 7. WATER SERVICE BY A PRIVATE UTILITY EVA EL MORE I/8 . ' , . 5 - - -6' ? ' -- f- / �-�' I I r f Y CARYL BLAND ,' ', \ -� I' �-{c Qom/ / rI f %. r / ie♦:5e',r11 n5 ® 63 ,` , r i / _ __ �` ,/ t}:3 ` I f �,❑ r \ JJ,, ,' 1z's tb •�. sr // ! f ® N g9• 800K/364 PAGE. 827 !' / \ _ 4 \ / /' ice% . . ,/j i, , ' _- - -- r' r: ' , ! / i /• `11 7 0 =- - /' ,.b- ;71({35X 3. i 7°i" N/8°5$-'53" N' _ r ,r . r f' / i i ' -- \�- ` r' , _ \ ' I 1IIri cole2 18.0 17.7 ' 16.4 15.7 / '\ 24.46' / ' � _ _ `� 1 // r' 4,9 - 6 4, 5/ r f5.8 __14' 9 _- r '7 i s e V '(. i4�-2a`-: - - / r // / "7-- -._-` �\ / \\\I; iil ' OLD IRON, BETWEEN 16.6 r' __\_ m`/ `� 1 _ 1,yr ! 2 O(_D IRON RODS 17.8 /' r / /i 17.3 ft.8 �43\7 ' W 4� ® 'OLD IRON ROD / \ '�' / / i'� 8r'6° 4.94.43.8 5f1 6,f, W 20'4.80' / q 16.3 S 3/' 42 9' ! ( '- -_.-` ` / / // /' �' / ',.f'`'�' 5 Y\ \76. i / _ i'/ i/ 1' .o Y6 6 NF\� \\\A` �¢ i ' / / / / - /i' P !'� t - ' �: 7.d' .910 ,' r I ' 1,,5 \16-6 \ 15-3 ' ' ;F-; ` '' c3 _ - / , . � 1�,. �76Qe.? ,'�'' _ / ' tool ,s a` 7 ' f 15 0 I 13.2 13. 6'6A16.8,' 2 r ,r _crtiG scHEDULE � I � _ , � 1110 F:,f..-,S ,a '/?L • `V I I I , ' � ' / ' i' ,.' "- _ __ ... _ �� 53:11 7r ' ; rg0r 17.'� 1 7 I 15.5i t I f ' 2.. ' -- 2fi jjj I r ! 10.l1 1 A\ , / ;'7 /' ,8�5 \f. K 1 3 'Sd KY3% OR ALL FtSCUE - {y , r ' f I '' ' - - _- _.,, . T r AI 'v . / a _.. _s g,-,p PENSACCLA 34HC/ 6R455 HAZEL RIPLEY REDD '( i tl� !rV �I r '9 // '' r _ _ '218 / y v 5,9 �ESrE9EZA OR n'OEE BOOK 1287 PAGE 762 � �• S J `M >+ 1..4 fj 5 CA O 14.6,' r j r l 9.5 1 f '+. ' "` f° -.r ,a ...• 1 ,Yk. c%' tit 0' t3.3 ...- - 2^^�""'r a[` .."':f5'+w..£5 \ ra Ep •'m �E '' ' ? " f.G a; Gr t;,LIE O /' / r / i ' . ♦ -___- ' ' - _... / rr \ _ c ,nr 1PE,..'v:`+ -- 1 ,r •- �;S r,rRL+EO RY' rN.. GRF::.NG C .._ ` A"`/"'� - F SEED ANL7 FE- ^R a. P.. ✓ i .E - _ _ c-r h'/T,'f A /.1/XTORc O _E O/ ' ' fi 5_ EO _ ,- ' SEEU/NI. M/x ,.N� PA, ��:� '',i' //./' a ,'' ".' „ Trt. ' - _ ;I£ 1rcvE TLsILRA ,PE. --- �. • ' ;CA1�11V ?..ylgrc0 By N. O. T�. ,' 15.2 _i- 11 11.2 . r y4 - , : /.'�.• ,i „ ,/ /(� / /L7' ,f r -S �.. `'""� �y 4•. <n..;t` i t i \ - i � •• -'14.6 OLD'/R N-R6D - ,a:a 9 _ / ._ r �.377. 4T 4c4"Lr 21.80 l / Yi.s _ SE/BENT / 7 ' r' '✓' ///r /, r° _ y _ - /' o - A __ v v• v v +v, - •DRA-fNAtat to , r r / r, r/ t@gyp :/ .0a23 'al � �.+a- ,e.a.� 17.5 �17-1 �� u+ \ . _ - -_ ,_ - ,1 / , 9.0 AGF I /' /'� / / '' \l \ '16.30 \ '1570 ISV t \ 10 t4.5 `- �z- _, n .4 ____ �_ ST7NG DRAIN / , \ 3 i \4\ T� ... / // r 0!7_____ __ e° .e - __ -- .� __ -r3>2, - ri ! I r /' / �( , y�` •. '4 r r $ I I \ \ 1 11\ `,\ \ 1*\� / r 1 1 7 EME ° -------___ \ \ Q\ � \ '.' i\ `\ 1 "'1 S7C' D,' 02..E p 4G7NA5F FAS __ p \ } is - 35•�` ,n�DR3'z7N�'9€AB�_ _t 7 - -- '4 _` _ - 74 5.` �t 10,4 t ''///',' �'3%r' � P'� I - -�_B_0 1 F_ 6ri 3' f v t / 18.8 1'.0 r 18.6 19.0 ,/ t�, 1 Z \ \ 1 ''- + I \ _ _ _ 1 -_ _ _ _ •� /��/ r ', , , /r /' y / 1 r i r I , _ 1 i z\'r7 'J6.5�"i � �L bd 't 1 r'44�20 9.7 r'r'', ,':•r/ // /'! r , �� /� 6 ` I I ! ,I ` ` } I 1l li �`. '11111i gS I 1 "R - - ` V ` `'C! ( Y ' ✓ r / /" /[ r {\I ,/ 1 1 tY. ) ! r nt ' f •av' / I -,' ., `f9.- _ __ - _ <_,,•�K'ppq O- .� 16 ' i 1 ; 1 ,r ,' rr 9, l'1' .J/I \ r ' 1 ` i I 2c/ 1 ' r 'fi3 «�O'}j{ t Tp t`3 3zb.•s' `,11 \ •� O 1®®.Q '\�) ' I '\ ..' / ' S 1. \�� \\ \ / ' I ! ` Z, -Tt ' I �{ -1i 1�. �q V� �c i'70.201 ----- - ' ' + ' ' I 1 V ,' I ✓"' v 2l, + V A � I - � I \ -�a5¢r. .90 __ 20.3 19 A 2 e.2/ Y5.8 I _ - - 113 �� � /' I �18.3 18.4 .V .7-7 V 18.2 19-3 I - ! 18.6 H.2 \ { I / A , &. 8.�f i i 2041 1 _ 21.1L' m A / �� A7 , r 1 / �..1} EDATA to ,I�: A ✓, i X. p.. h 1 / , \ ., _ ' .�" RVE DAT f _ 1 \ f II ; I =.is S•C [ cn n ,./ J ,., t,.ff - 5!•40 D0�� 00 t� � 5¢ 20.40-•� /J / }\ `^-� \.v �1 // r, /,r' /r'� ': ,' _i'= "00.00: / ,` ' 1l 7�9 ,.9�� \v\ _____:' t _ .904.3t' 1. , R • /' - 'I / _-' r )7S P ' } `` .90 '' _ tt /. �i y \ 20 21.6 \ 19.8 C m ' 16.8 ' tr, 12 4 ' 1 9' \� f0` rr \ /J 19.0 18.4 19rt _'_ _-'1 " \1 / rxr T, f1f� {{� \ Itl �. \ f , a \ <1 u.@0 / , _1 \ `\ ^� \I \ 1 t 12 t9.7 19.2 \ 18.3 '22.50\ / If \\ i" \\ \ `` r _ , ' / r ~ i `+ I \ .5.59 /9r 5J °` •i i i JSb•.2'']i F p'i.]G 2FJ+1��6 Dp ''-/IO UTILITY EASE�tENr I �• ',' 't �r(�'``� / "'"__ i' / -' / 1 , 4 -c 20.3 11 21-5 2Y 1\�� \\ \,.S .-_. 20.8 0 '' -� \I I ,� 189 { .' '12.0 1 9. M./� \ 17.7 -.' \ _ -.. = 16.8 17,1}. J .r 1 - 19.5 ;4-c "` I\ I6:6 :,.,--- / / - r t1 ___-__ -- -_ ' 19 t 17.7) - 1 V/ /•6.2 .9 20.9 -. 'r' t� h5 � �' �"-'_� - - - - __- ____ - - J � / c`�? /' ��..•r`""-'' 't /f � l r i / ' / , ' ,'�,' _ " a�a'rd - 2,.0 }, -..."' `\ vI �\ \\ nx lH ♦ ___ - - \ -, 7C.E8 2Y ♦ 1 22.2 B t7.6 17.7 17.9 6 19.5 ' 18.4 18' ' 19 0 S..fi4Ls` i '!6 45 '� > / . 1 , / / i' r �'y"C , t8 2 f / / , /yyi�pp 1 /' ?' - _ I T '•j 78. !6.8 r / / I / t` 23.2"' \ 1' S \ \ \\ 17.4 W (4 )•O.oq / zsq- � 'a.sa , 's.t0„ -p, 10 \ -- -`-- r r �t � •% - - / / 1 ,r 11 \ u CUR�DATA - --.-.---- - - `1 `, \ \\, ' ' // /- 1 / ' , ,: \ :A�= r r6: 10 1a - 6/ OC` /' l r r 1, ,g // \\ \ •/'r % f / 15�/ /I / r 19.4 / 18,1 19.2 -_'� 18.6 8.2 17.9 /22. 2 .B r_ 100.0c ,e.6 18.4 18-2 1 ..5 I r' 11 la \ �• _."-.ar. / OLD \ - '- --- _ T l hV v V A 19 ' ' ' ' ' ' --- '- -- - _ tl �` 10 ` rANCE \ \ '_- _ l ,-- r' '- i ' r r / r r __ _ _ CONC. '\ V::�SIGMT EMEN60: 7� rr ' z.10 24. ,, \`20.9 .a.6 19,51 19.1 19.6 19.1 _ } 18.8 17/0'� � •,1 Q /, ' %� _/ ' /�// /�/ ''// ' • '• /'� c P jlN 1 �S cove` 2� - _ pus\ ..�v ,as PRE'L1 INARY PLAN t � Y v ' v v3 vk 8�2.60 OF 0 VE O� \ \ ' ' 22.4 20.4 19.7 19.8 19.6 /' is,1 --- ,8.7_- _ -Y8.2 \ 1, I� /' r m�2 X'. _ - rjolloft 0 _ - 16.5 16 7 i' '8i7 4-7 j CURVE DA TA \\ �. \ \\ � ' ' i ' / �2.5 � $ -1- 7_/isao ` - i / ,- -- - -- / _ \\ _ ' : / MASONBORO TOWNSHIP NEW HANOVER COUNTY S1GUT D1S NCE _ \ \ _'-- /. 1 C` - / i ` - i �'• ' _ �� • �- -_-_ - _ -f _ _ ' -_ _ _ -'� h\ - NCRrH cAROLrNA ... ,2 °Il aLD - S 33 40 48" W 244.77' \ IdocD S 330 42' 3.4!,W 254.99' t S 33° 42 39" W 229.43' oLD S 33° Vie"39" W. 299.6�' `� oiD- -- - 3°`42',33'-'W-254,�r 5' '� A , CONC. 23.3 \ ! =NC 22', 20.5 20. 19.3 , }Q.0 t \ 16.d - -,S.6 12.0__ _ CONC. _ - J" _ ' C eeR M� CONG CONC. C oeeu efe4 /� ' MOK 1 MON MON. MON - - - MC. ___- �� '- MON Oe H C 'R !/Y/° OE VEL OPED B Y All teTlS= �TiJ ELdtJL, 11V j 00, /s! TRACT 2nd TRACT ls/ TRACT 3rd TRACT : I "3 �7 , . �+�ij 9 = :• ` I A� 'l POST OFFICE BOX 4517 BOOK 922 PAGE 349 80pX 922 PAGE 349 \ BOOK 922 PAGE 353 BOGK 922 PAGE 349 I Q9t.nK 92�P .,E 353 1 IMt�Vi vs A,1?.C�S ��Z � , - r ' , � �,', s WiLMrNGron; N C. 3./ ff 2617 / �� ti 12z 331 �z � �'••;yc '`��;'� 2 5 4 m s e �' .,��";,,,WARD F� ..... a ALE, r.. O' h1AR.".h' 2 i �o�` 1 2Z gZZ �� ;,, ARD A ,. ���trlrt,�o..1. 60 C' 6'3 l2/945 � ( z 25.4 ' A 25.9 N,C REO. LAAW S URv \ 4 9 701 !41 3 WEST CREEKS EDGE DRIVE ^O RIP RAP/ \ W "Caw LCV6LEQ 8L.8$/�► T --/NV. /4.6/ \ \ S.S.M.H. Sii OfTp/L fwfiT \ ` STA. 9,50 COVE FLINT DRIVE O.P/ WEST CREEKS EDGE DRIVE ppp 70P 14.o' ® INV. 5.10 m k4$ �fPA j '. l � x U I . TOP 12.0 \\ aL '• D tp INK IN 8•G vw' �! O 1 O IN V.OUT 8.55 510 0 1 gP �s K `P. •tti �� �\a5 S.S.M.H. 2.45 CF5 �'10" .► /'�g /P �� ca y� STA. 3#50 RIP RAP Q= 1A I f / �` \ /(/O �0 TOP 18.8 F.E.S. �- - CA7C ♦ 0 ��h \ V. /P.0 IN V 14 95'. 70P N B4SjN � 3 /5" /N 5'09 5S.M.H. 9 \ /4 / \ /S py. STA. Sr S.S.M.H. 0�- TOP . STA. 71/3 P O &, !' 11� M _ INK 9.0/ INV. 7.OG Gt�J \ �/♦ 0 WI 28 �f S �.� —JA I9 j 11'- 0 s F — Nj 1 /O',. 70' S.S.M.H. w - • o 0 S1 CE TA�� 3 f� S . /+90 /� o EASEMENT TOP 21. '' 6 /NV 16.5 \ 1 23 /S—0 C. WA TER )• g o Fop 0 D 0 0 / O Sq Qc 01 SIG Hr D/S TA NCE / Y j ASEMENT 9 Z Oci O \ d Z 0 ./ h 0 �I I "COVE POINT DR/VE30 -- - -- - - - -_ - -- 30 20 i Pi +--- --- . — - _Y -_ __.__..__t — --- ♦ - - -. --_- -_. _ -_.. 15 t e _ 15 - — - -- - - - _ Y V -- W T. - u n B.. — /O z 0 c - 0 W W Z Y -- ~ W v 5 O i - — --- - _ -- - --- -� `E—ETH—E -- - - - i f IWA tot 40� 4= N 0+00 /+Do 2#00 3+00 4#00 5+00 6#00 7.00 8#00 9#00 /Os 00 1/.00 /2'00 /3.00 14a00 HIGHWAY {LDERAL AID f XET PLATE I-SINGLE PLAN AND PROFILE-FULL LINE SHEET 3 OF G SHEETS IT _7_77��77, 7.1�_-. { i � Ly �� FUTURE GRAVITY L/NE �-L/FT STAT/ON S/TE \ A'11 E �.�y��pyEtl��PGE �tl 3 v 0?ORp �5•Cro /NV I/ P I WO 1 . 1 u I n Q I CATCH BASH I S a INK /13 �1 p II a ` W wpell • CIS � N I S.S.M.H. 12 P�' BS p .\ S7A. 4.63 TOP /3.0 ° -.�_..I I CATCH BASIN I G / TOP/6.67 a+ A. STA.op `8 INV. 6.00 TOP 67. c+ , ° S IA. - INV. 6.43 H. QI4 70P Io•6 � \ o INV. 5.64 6"BLOW-OFF VALVE ° 6 O V 9 'Ty- ►� W 3 ~lL / - SSM.H. b g L�� ly _ / STA. 7.60 o / � MV. /N9.0 17 R ti MV. our 7.0/ �I Z 3 ` ` __ •r ��' DR IN I IIW �� V J� ° _ \ A /NV. IlO OlIT 4.50 R/,6 RAP a o o ,i - �` �p R.q INV.4,2 — m s < ,y.•s . \ 24 LF-IB" f R.C.P. OWL. F.E.S. I 1 CATCH BASIN TOP 13.7 W r- /✓ m '-m r O ; b�Fs w ,� —�/ ' e•0 P•�� STAA(H 21 .' by - Zy.A,` I 7. w--- w ° • �/ MVV 4.74 �- .o `! .rl,-./et _� g �. •/ /)ram / \ �/ ••! R.C.P. } S 'I i / t /✓ p !i' (I o AP ® /N/V R43� ST. 9.52 I tj TOP /8.5 ' , �O \\ /NK /O.O q W . ' Icy a t 23 I � 3 S.S.M.H. , li STA. 0.2/ EST CREAKS EDGE = 9.50 COVE POINT GGGRIVE TOP / a "WEST CREEKS EDGE DRIVE" INK 3.44 OVE POINT DRIVE "EAST CREEKS EDGE DRIVE" SEE SHEET 3 OF IO MEET -- TWz t 25 - - -- Ni hi ti ` — 5 - ..-- -- 1- ~- --- �--- --- — �-- _. / -- /O uW _W V Z — _ _—__- V O — o --- — -- --- 5 O W W Z V pp h h t; _ - __ BAl _— • _ j0E4 � N go d N W Y O 0 m Z Z PESSIMISM t. 'SC,41 FT �. 5.00 4#00 3#00 2+00 /#00 0#00 /+00 2.00 3.00 4#00 5.00 6#00 7#00 8#00 9#00 HIGHWAY FEDERAL AID SHEET PLATE I-SINGLE PLAN AND PROFILE-FULL LINE SHEET 4 OF 6 SHEETS 9xI8ID/NE ►EINTED w U.S.A. - f i i , ' j DRIVE /' cDyE p 3 OF 10 SEE9NEEr5 v` SNEEr ` 1 1 1 23 / KS E000 SNEI E EIS \ 6,A,5 SNEE1 A of \ l j W 1 °p ° 24 c . o P 0P.V.c. p� 0 o L/F7 STAY/ON W �� 1 0 — / STA. 2.PJ TOP Ma STA..15 COURT A 1 O \ — — INV. (-,40.5 TOP op /NV. 10.5 Ofw , � h �3 —SCS � F/vTUR f hh^q2 h� I I / I \, 1 50*SA14 SEWER E`f cv4viTrL ° 25 w W I y I B ACCESS ESMT- M'!' I / 0 \ S.S.M.H. - 2"1� P.V.C. S S.S.M.H. // _5 4.639W£S N CREEKS EDGE DOWVR A ACCESS E MT / STA. -0.09 COURT 8 I O B"4 P.V.C. STA.(-)0.3B SAK SEWER A ACCESS ESM 70P 13-0 t / 0 = 4189EAST CREEKS EOC D u `� _ = 3.34 WEST CREEKS EDGE-DRIVE ,wv 166 0 ` /NOV. 6.00 0 ° / IN/V P./B ' a --S.S.M.H � w 7 \ 70P/S..675/ _ — �I_R.CP.— STA, /F/S COURT 8 W /NV• 13.67top NV. 9.0 v v yg / 26 0 �, W/f•E' CAR•H QASN i < I / i6.+ R.C. _ 7tIP 16.3 CO o '� w co NVV /3.3 O 00 L� Y I` 0 ��j ;1 �F Iwo Ilk d Z i r c . f��♦NSF / F� "COURT A '" "COURT B" "30' SAN. SEWER B ACCESS ESMT, " . t ` 20 ep ------------ it 15 .--..-.......ter - • I ♦ --�--_ _1 _ _ f � --- .- 15 i I ; 3 v ♦ , I 4 /0 TTT- -- -r .- - - - — - I 1 IS 5 -- -- -- - -- -- - -- - - - - 5 u of N Z Qt 0 - - -- - ~ — -- -- -- p tr uo ------ W ► Z W - I�i. p Z hhu 1z .. W � � IJ Y INK IF lie Y O d O Z Z - o — - -- 4_ v a _ 0+00 /.00 2+00 O+QO /+00 2+00 3+00 0+00 /000 2+00 ' 3+00 4+00 HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE-FULL LINE 1r•Tkl®If1E PRINTED IN D.S.A. SHEET 5 OF 6 SHEETS F , (.' I 1 I - A4AN14OLEOPENING Foiz oa DO NATURAL GRADE E r ECCNTRIC MANHOLE UNP/ P /6 �l 000a� a ,6 MANPIOLE STEP ,5 D = as CASTING ' 15 ASPHALT CONC. SIDE FILL - B'BOTH SIDES it a Qa� _ TREATED • _ z /4 /B"� F.E.S. 2",. B" /6'LONG / BOTTOM VIEW --�1., ,cAd, .. TOP VIEW - -_ �. � to �V /3 /NV, /325 BOT7OM OF SWALE TOP/3.5 I �• a 8" BRICK � . .. I.5y- d—Iz'MIN. /NV, /3.05 /3 g t SECTION "A-A" Z" m z" t LARGE STONE Is Ins' °la. ar -ov I CONCRETE i cA n _4-. ;, "=-T 0 lovx of a. p.a . o `•� 0#00 0.50 /.Do 6 J Zj Iz" I I Iz MONUMENT BY OTHERS PROF/LE - SWALE ON LOT /5 STO. M.N 21Na'O COVER I PART OF SECTION ENLARGED WITH FLOW LEVELER FLldri1�_" - SCALE:/"= 20'HOR/ZONTAL 2D84. - 1 /"= 2' VERT/CAL Md X, COA,5_EL_= /'/COUR9E J o PRECAST MN MINIMUM AVERAGE WEIGHT MGNf/OLE STEPS dT%2"O.0 UNITS. W. ST. IN RING ?S LBS. - I � STEPS d12"O.0 70P VIEW COVER -40LBS. .y of w a 946 1-3i1{;'0 '7— ryl 'DEW EY ZRCS. N0. MN-•/4-I 1[t � i •'OR E9UAL. b 'V16 NOTE ,ALL /NVERT5 MU5T �: V .i I,-,.•V -; _..._.:_,:�k°la.._._- 1 4" . .. �. BE F/ELo FOLZMrD . °. ' r I I STANDARD IF PQECAST MANHOLES " SECTION THR'J CENTER CASTING DETAILS NATURAL GRAD (EAST SIDE/ AQE USED DO NOT P:/RU/dSB MONUMENT MANHOLES W?H PRE- `g• - •I // _� C65T INVERTS. NOT TO SCALE _ '• • -�L— NATURAL GRA E(WEST SIDE/ "WATER" ON LID /O -L ` g•- a" 3' 2 Y< /� \ \ \ 5/DE F/L L SET LEVEL AT ELEV.EV STANDARD MANHOLE y /B"0 F.E,S. TREATED 2"x 9" LONG B.B INV. 8.5� BOTTOM OF SWALE ���NN��,, LARGE STONE NOT TO SCALE —� /Ny e.3 C.L VALVE BOX t �� GAr£ K]LVE SEEDING SCHEDULE PROF/LE - SWALE ON LOT 4 POUNDS /ACRE / WITH CHECK DAM R / CRA/N SCALE:/"= 20'HORIZONTAL 75V KY 31 OR TALL FESCUE 5 - f /"- 2' VERTICAL 500 PENSACOLA BAHA/ GRASS 250 LESPECIEZA OR KOBE b = 2'EXCEPT FOR LOTS 9 8 /O � \ V /L,=CONC BLOCKING - /� b = 4' �_ :A < A 500d' FERTILIZER 00/20/20) 1 40004V L/ME VEGETATED SWALE --- Nor TO SCALE BLOW-OFF_ VALUE DETA✓L"AREAS DISTURBED THE GRADING OPERATION SHALL SEEDED WITH A A M NOT TO SCALE MIXTURE OF SEED AND FERTILIZER APPLIED AT THE ABOVE RATES PER ACRE. (SEEDING MIX ANO RATE OF '!: •,y , APPL/CAT/ON FURNISHED BY N.C.D.O.TI. a 6 30" F.E.S. 1 _ - - --.- 1 J-- �� .— l'3 —. ` ,.NATURAL GRADE BOTTOM OF SWALE 1� INV. 4.0 h 4 3 4 '• f AOFILE - SWALE BETWEEN LOTS 9 B /0 9 / DETAIL A SCALE:/ 2YJ' HORIZONTAL -. NOT TO SCALE 6 //• //' 6' I"= 2' VERT/CAL S TANDARD SLOPE SLOPE SRICK CATCH SA SIN i"IF T .1,•/FT. I i •NTOQM DRAIN MN NOT ro SCALE- E 3II s I SUOP INV. /0.2 /B" R.C.P. MCF i Wk.. /0. 4Cp /NV. BAO 30"0 R.C.P. /NV. 4.1 - w /8"0 R.C.P. ,RIP RAP BB'- 30"0 R-C- F.E.S. P. INCLUDING 2 /NV. 42 RIP RAP I \ 25'M/N 25 MIN. STAT/ON /r50 WEST CREEKS EDGE DRIVE y - ' \ �, 30"M/N 30-M/N \ "S TREE T SEC T/ON A -A /o' SEE SHEET 4 OF /0 SHEETS 9' 9! \ NOT 70 SCALE I \ \ I i SEE DETAIL A�� •FOR ENTRANCE ROAD I III TYP/CAL STREET SECT/ON /NOT ro SCALE NEW HANOVER COUNTY /oo' lul GO'M/N/MUM WATER AND SEWER DISTRICT 22• v RiEs 22• NORTH CAROLINA O c I C0.� /8' � h / � /6 VAR/ES S�y^� � . /O'• 70' B __ _ CO VE PO/N T SIGHT DISTANCE ASPK j ASPM I /O'f 7O' i P SIGHT DISTANCE rANCE EASEMENT O I EASEMENT DESIGN SUSWTTEC S-'EE- No - TYPICAL CUL-DE-SAC SECT/ON 6' DrrnwN FILE No WITH ISLAND _—L TYPICAL ROADWAY SECTION W/TH ISLAND NOT TO SCALE _EXIST EDGE F P _ _ _ N0- r0 SCAtf` J. WARD ANDREWS, RE OVMT�- V.C. REG. NO. 137/+ SH£RW/N D. CR/B8 DA?E APPROVED OF WIL MING TON, N C• N.C. REG. L AND SURVEYOR NO, L-/09 WIL M/NGTON. N.C. ENTRANCE DE TAIL , NOT TO SCA[t 11 I SHEET 6 OF IO SH�d ,. I I .I I .AAdN HOLE OPENlNC� Fo¢ I NATURAL GRADE ECCENTRIC MANHOLE UNIT /l-� ? /6 —! l6 � MdNF10LE STEP '�--�(� I P D(--1 -7 r�� /5 CASTING SIDE - B'BOT H DES AGPLT CONC. TREATED 2"r B" -/6ONG14 14--• _ TOP VIEW - -- w^..-s—•n'-r�-�---.' roP/.j s - 1 BOTTOM VIEW ._ ' .•` - '� _ _ /3 INV. /3 P5 _� INV. /3.05 V %/, BOOTTOM OF SWgLE . 8" BRICK 4�� 'T/ a _v-°' --12'Id;4 3 !/e s 2 w 2 _ LARGE STONE •b is ns ni>.SECTION o vi cia CONCRETE A' -t s': I_c — aj 0-00 t . I —'fib - � 1 0#50 00 5 W 12" Li NEWMONU MF NT BY OTHERS PROFILE - SWAL E ON LOT /5 RING' 0 COVE2 _ �� � � PART OF SEC71CN ENLARGED WITH FLOW LEVELER M 114. ;VE/GiVT3- SCALE: /" = 20'HOR/ZON7AL F :ZAMB 2066- •� - \ �� /"= 2' VERTICAL v_ix CORDEL = /°!COU25E _ PRECAST- M.Ai MINIMUM AVERAGE WEIGHT �NOLB STEPS AT /2"O-C UNITS W CAST. IN RING96 I STEPS ATI /2"O.C. COVER 40 LES. M N TOP VIEW L . I ^'S"•H,�_- (=3.N'Jd [l 'o. . DEMO ?e<5. n0. MH-v> I OR EC)IJAL ,VOTE ; ^. `V i.J c_..�^'/� - �.-,-• �- ALL INVE2T5 MUST ji �, •-.. ;_J��,a._ y�' I aE FIeLD FO¢M&D I STANDARD /F ?RECAST MANHOL C$ : � `..`CTION THRU CENTER CASTING DETAILS NATURAL GRADE (EAST SIDE) dDE usEr, oO NOT PURH CASE MONUMENT M,ANHOLE5 W/T/J P2B- g CAST IIVVE2T S. - "°- NOT TO SCALE — _ >'.,. .: �•: YD _ �— NATURAL GRA PE(WEST SIDE) ,�'.�"" : �- ^: _ 'Waif.R' O,V(./D / lO -' S SIDE FILL B'BOTH S/DES If -I1 F.E,S. TREATED?"+ B" EV. LONG STANDARD MANHOLE �. Vtl /yam sErcEVEL ArELEv. e.e NOT TO SCALE � /NV 8.5� �TTOM OF SWgLE INV. B.3 LARGE STONE B B C./ IAl VF BOX SEEDING SCHEDULE ' , � ' • PROF/LE - SWALEONLOT 4 Po�NOs / ACPE WITH CHECK DAM SCALE. I'"= PO'HORIZONTAL � VERTICAL 750 KY 3/ OR TALL FESCUE 5 /� i mot---' 50AI PENSACOLA BAHA/ GRASS -� - , /;��b = ?'EXCEPT FOR LOTS 9 4 /O ` _25AT L ESPEDEZA OP A'OBE b = 4• �_l � 500.I FERTILIZER (/0/20120) 444--���aaalll 4000AV L/ME VEGETATED SWALE -NOT TO SCALE SLOW-OFF V L� E DE?a,- _ AREAS DISTURBED BY THE GRADING OPERATION SHALL BE NOT TO SCALE SEEDED W/TH A MIX rLIRE OF SEED AND FER T/L/ZER APPLIED AT THE ABOVE RATES PER ACRE. (SEEDING MIX AND RATE OF - - APPLICATION FURNISHED BY N.C.D.O.T.). I C4As cJ,tiC S TAIVDARD SLOPE SLOPE ~RICK CATCH BASIN IF' � STOQM DRp/N MH "OT To r"'A. : I OPE ;1 \ °< gL AV V. /01 IB" R.C.P. i /NV, /O. /NY 8.00 -} \ 30"� R.C.P. I /NV. 4.5 ,o /B'O R.C.P. ,RIP RAP BB'- 30"� R. INCLUDING 2 F.E.S. /NV/B'� 4.5 ' INV. 42 �T8•��'�'.OJ RIP RAP 25'M/N 25' MIN. \ ' \�♦ STAT/ON /.50 WEST CREEKS EDGE DRIVE so'•M/N 30-MIN "STREET SEC T/ONA-A " /O' \ SEE SHEET 4 OF /O SHEETS 9. • NOT RJ SCALE i I � I •FOR ENTRANCE ROAD l TYP/CAL STREET SECT/ON NOT TO SCALE NEW HANOVER COUNTY / /oo' W, 60 MINIMUM NORTH CAROLINA 22' VAR/ES 22' �� - .••""'�""••/. WATER AND SEWER DISTRICT /8' /6 VAR/ES /G' I :•c�C E.5,�i1�j�,,,'��,: IO'= 70 G' T /O' R 70 . . CO VE PO/N T SIGHT DISTANCE ASPH. - j ASP .. ._ EA SEMEN I Q SIGHT DISTANCE _ FASEMEN7 - NEB? DESIGN SUBMITTED SHEET No. TYPICAL CUL-DE-SAC SECT/ON G" DRAWN FILE No. WITH ISLAND j ___ -_ _ __ P/CAL ROADWAY SECT/ON W/TH ISLAND NOT rO SCALE EX/.ST FDGE OF PVM7 � f!i} J. WARD ANOREWS, P.E. _ _ _ __ __ _ _ _ _____ ____ NOT TO SCALE N.C. REG. NO. /37/ SHERW/N D. CR/BB DATE APPROVED OF W/L M/NGTON, N.C. At. KEG. LAND SURVEYOR N0. L-/09 W/L MING TON, N.C. ENTRANCE- DETAIL NOT /O SCA[ t SHEET 6 OF G SHEETS