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HomeMy WebLinkAboutApproved NHC TRC Peformance Residential Plans (Signed) - 09-30-15.. 2 G 1n In a H Z di pq J_ s 2 a M 0 0 i M 3 i m c. 0 C_ ca M 0 in _*1 0 07 i7 J. r_ F 10 0 x 1.. 0 C. a 0 en 0 W i 0 6 afl i �, 3 ��€e g a L- o 4� � 5} �� � i m I � v7. j 1SCLQ5URE of PLANNED THOROUGHFARE:_ � k c� TROUT MY TH� �co i Qj" � � 1 �+ //�� 1. THIS MAP IS PRELIMINARY ND c� � ! •< { SITE ®AT,I"'!A IS NOT FOR RECORDATION, SALES OR CONVEYANCE. i I ; E3K 4 AAO PG '_• � I fi � _ v i 2. 10P0 SHOWN IS FROM MICHAEL UNDERWOOD AND ASSOCIATES. , ; 1 "THIS SUBDIVISION CROSSES A PROPOSED THOROUGHFARE c1 - • ©ils 1'_ ; ` ! s ; / PARCEL ID: R02800-004-031-000 3. THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL 100 YR. FLOOD HAZARD AREA. 1' ;RIGHT-OF-WAY, PRESENT STATUS SHOULD BE CONFIRMED cp c� R.1li' ilgn" i \ i PIN #: 325018.42.5356.000 4. ALL STREETS "ARE TO BE PRIVATE WITHIN A PRIVATE ROAD ROW AND UTILITY EASEMENT AND i � ',WTIH N.C. DEPARTMENT OF TRANSPORTATION." c7 I rrj t I I- I i _ \ \ / I t PARCEL ADDRESS: 1308 CROOKED PINE RD. MAINTAINI=T?. BY HciA , i f i L:l �, A. j ' ZONED: R•••�-15 (PERFORMANCE RESIDENTIAL) 5. SANITARY SEWER TO BE CONNECTED TO CFPUA SEWER SYSTEM. � � I ! t z TOTAL ACREAGE: 123.81 AC (5393'Ifi4 SF) fi. WATER''TO Bt—"'CONNECTED TO'CFP1A WATER SYSTEM. i�'i i l � 0- �� � \ . I 1� i \ a_ � PHASE 3 ACREAGE: 33.81 AC 7. ALL COMMOiV' AREAS (OPEN SPACE PASSIVE AND ACTIVE) IMPROVED RECREATIONAL AREAS AND iI c ; 3 i 1 \ COMA LAND USE CLASSIFICATION: WETLAND RESOURCE PROTECTION STORM 1NA?ER FACILI lES T©�` �E MAINTAINED'"BY HOMEOWN 'RS ASSC}C ATIt N. s E F - ; �1 � +, PRIDGEN PAUL 8. ALL COMMON AREAS (OPEN SPACE: ACTIVE AND T?ASSNEj TE? BE DEDICATED To HOMEOWNERS , i ; HANOVER LAND, LLC x ! / i W z ASSOCIATION: ) 1 ! I i i I I: �. DENSITY FACTOR: 2.5 UNITS PER ACRE: 1 t s i %0� n o I- uNITs ALLOWED- 85 UNITS 1 ' SK �4�'3� PG 026 ► �� ` ; in .8 9. ALL STREETS ARE TO BE BUILT TO NCDOT STANDARDS AND ALSO MEET THE FIRE SERVICES ACCESS � , • UNITS PROPOSED: 82f UNITS ROADS RI=QUIREMENTS. i � R 1!i i t � 2 � 1; I � r BK. PG. 0 J AVERAGE/TYPICAL UNITS SIZE: 65 X 12a / 7,800 SF 1 1 ; d w AVERAGE BEDROOMS PER UNIT: 3 1p. STREET LIGHTS WILL BE PLACED PER THE REQUIREMENTS OF THE ZONING ORDINANCE. I ; 1 1, ; ----- - t \1 I R 15 N . ! i t I , _ o 3 i x 11. SIDEWALKS WILL BE PROVIDED PER THE REQUIREMENTS' OF THE ZONING ORDINANCE. " 1 , BUILDING HEIGHT: 35' MAX. .. I I I , , I 1 ! .. O BUILDING SETBACKS 20' FROM ADJACENT PROPERTY LINE 12. A i fl NON MUNICIPAL UTILITY EASEMENT 1S RESERVED ALONG THE RIGHT OF WRY OF ALL ROADS. ; I I 1 ! I I t ', z I \ x z 13. 404 WETLANT)S DO NOT EXIST WITHIN THE PHASE 3 BOUNDARY i I € I t = "G( t \ w V_ 25 FRONT YARD 1 I \ W 14. ALL DT3AINAGEL EASEMENTS UTILITY EASEMENTS AND SlbRMWA7ER SWALES MUST REMAIN FREE AND I 11 ' ! • ' I 10' BUILDING SEPARATION SINGLE FAMILY I 4v \_ i �' M ✓N, o N Q ( j CLEAR OF ;'ALL OBSTRUCTIONS, INCLUDING 'FENCBS. i i � ; j ! � ; ` , ` - ,- i a AREA DEDICATED AS PRIVATE ROAD ROW ACCESS EASEMENT: 3.87f AC 15. NO ON STREET f�ARKIPiG WI1.LL BE ALLOWED. 1 � i � " ; i ` �a I11' --- -- - - - � 0 _ 16. NO SPEED CALMING DEVICES SHALL BE INSTALLED. ,.11 ! I I 1 1= (10 \ � a �"' ^•`° 17. NO TREES EXIST WITHIN THE PHASE 3 BOUNDARY. , ; I i 4I . : ' U� 14. ra I © �. E RECREATION SPACE REQUIRED: .03 SF PER UNIT SPLIT 50/50 ACTIVE/PASSIVE. 18. IF LAN[3SCAP(NG QFt STREET TREES ARE TO ICE INSTALLED SUBDIVISION STRI�EIS, THEY MUST , I PHASE POND 6 ¢ 4 ,11 it11' . I . ; ,r," ... \ 7 z i 7 1 € %- FOR DEVELOPMENT 2.46 AC TOTAL (1.23 AC ACTIVE, 1.23 AC PASSVV=) I�iCT INTIRFERIw WITH CLEAR 1fiSUAL SIGHT LilSIAt�ICI" FROM 3A TO 10 AT THE; .IMERSECTIONS. �, r; 4 11 _ ` QA1 i j� :5 LU - m: RECREATION SPACE PROVIDED ACTIVE: 1.23 AC \ ` f E1--­­­­_ "- x -� .' ._:-..-_ -- _ _- :. p " t" BCJUNDARY , 1 � A , ,:�. �. z t \ _ - r"� . _ __ a a ..,.;: <,. ,-.. , I 7i r t f!r' fro! - .t ; i tr Lir �.i.E RECREATION SPACE PROVIDED PASSIVE: 1.23 AC / J 1 I , �18 ii_ l i Lu .. �' 0 .f, " t J/1. 1co r. ;,5 1i ',: = - I .w �-- ram. , E ! :. U I 111 yVr _� / 1,�/ , '' - >! I THORNTON FOY S t W � � \ , >r 5 iI 44 ;1. I _ 1 � i '1. TRUST S ETAL 1 -°� q C lI %;`` PND1I „ �' 1 I i si I I o.2a0 x' ��� / 0 ,�■+"'� D15CLOSUBE OF PRIVATE ROADS: I/' ' � 1 . J/ 0.2I as I i I o.2zl as ' / s 1 ,�� ', EIEEEEEEEE LME.E \ ' I ; €! 4 , l 7 • _ `` %" \,. ; I! 1, �,, EK. 4�24 PG. 4359 I (WE) THE DEVELOPERS OF \ �UAIL . /f /; ,1 • l t 0.1a ca I f i t � � o.a92� / - - li t�7',' �� y \ i i < W CCQ ` 11 " 72 t � 1 I , ;, . . R 15 t SUBDIVISION LOCATED IN THE UNINCORPORATED AREA OF NEW HANOVER f / - t o.17 _____ / -� _ \ CC ' U = 'Z" OODS , ., ,. j ..' 1 .. t ` _� / 0 � 1' .€i v` rr COUNTY UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION ARE DESIGNATED J ,, t 0.2o ae / / "` k W �/ 1, l btSla,I s 0.77cct �� �Y �. i / J / ,I \ 1_',//� PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE OF THE ROADS , / ..�, 1 f 7o t ' 1 s !�> ., , co 'y a �u: ,Z. €i `^� S 0.77 cc " _ .r�� �„-�'-r SSi�---� i �.` bW, 0.27 ac . iVi \•�'� WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME THAT 6U IVIS ON '� � •, , -- _ _ _ -- `�--->"-::7 - , _, 1;;i, J ` I iI f ° t ss , 1_v - Y - Q �, 1.11 ii: rram�,,,� THE DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE PROPERTY OWNERS It 11 t tt, 0.17 _ way: '.�=� s' �- --- 2€v �'� ( / o.1s x / is �" " ' i ) s"" Q W •"•• ASSOCIATION. RESPONSIBILITIES MUST BE ACCEPTED BY THE HOMEOWNERS i ; ► t I, 1 ilb.,7i as > ` °, `? - :�' e-"`" ,, --''" -- - -_ ___- __ _ zw � -` � ,'N � N I 0 m , Z i1 -..-� ASSOCIATION AS SPECIFIED !N THE HOMEOWNER COVENANTS FOR SAID $7 i t, i}I t s ` - �` ; " --' ` � - ~ Is'.; 1 \\ / j ? i : 0.19 ac, lit g, , Syr �-�••� �' ia� ai i'' w �~ - ,, _c1, SUBDIVISION. THE PRIVATE ROADS IN SAIL? SUBDIVISION ARE TO BE � � _ �� 13 >' s6' 1 t N I i �-� � � -''� � ?€1 � �-- - i t _. e _ _ __._ _. ! / �= 0.17 cc I r 1 t�o1 1 t! r - `\ r`';.. t 0.19 c i 2d i i � gV€ ' r . \\ CONSTRUCTED IN ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER \ // / / E its , _�-- .- i J ! f 5S i s> I r �r �- " 1 104 I 103 `. �� \. \ . _ { c\ COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE COUNTY CODES t r t ��' �=-�" - a€+r -' €os a.,9 as w.l,. �Px �;k, •. / '".:.,.: 0.17 cc �` .�% I 0.17 i 11 i ` �_ , I WHICH INCLUDES THE DESIGN INSTALLATION, INSPECTION, AND APPROVAL BY \ / s9 s< t _ G t 1 ,�_e' --''� 0.17 �a i f 102 w e f \ S �r / i r tab I 0.17 qr` / , �' '`SSA. i r / / / f r 0.19 aC D.17 ac .r !'w�"i',_.,a, r'. t 0.17 aC tl %' _ _ ,.* 'R", tad p . . . A LICENSED PROFESSIONAL ENGINEER PE RECOGNIZED IN THE STATE OF 72 � 62 I 63 t �_- ° $w • w '"� #07 1 ry ,�>o ., : = ,.; -•,�_ _ -._. __ _....- _ ._-_ p 0.17 ac - - - u. "` - - .� _......, ........P _:.:::,w _- s p =rcw,, ;i«Q.' w p.::� .: a'.:�.d .aa 5'v�-�' r _ . a .::w s . ''�= ,,_ 11- »sue r ...+ �, .:a a„ �a. «_ ,v'a - r a�,..ttrt 5"': -=05 a-�xa�:r?..z= .stl. c?.: ' .da.y t - \ -..- . ...0:18.ce ..:..a,18.ea. ». :-:. s. I "h-gJ,a".�''M 3=-._-^- ., e �. . . . NORTH DLl A PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A PORTION _ .-� _:_w....,_. �.... ,...: , A. �., _ _ r= _ -w . . _ ��.:w w a7 CAR N Q, s ,.. :- �a .. _ .. - :. , a :� y oa �..141- �.t_ - __ r� ri , C . ! sav m� ti� x ;r,:..kt!s r; -- r,' 0.17 ac �\ i _ cc _. OF THE SUBDMSION. IF ALL OR A PORTION OF THE ROAD INFRASTRUCTURE . SYSTEM WITHIN THE SUBDIVISION IS BONDED THROUGH A SURETY.�� _ _ _ . w' { _ 9 _._...._� _.._ -� �( t to I r, / �, lFit 1 ter' O �,4 [ D4J2. mo _ //��'� e -�arS ' i /t7 i:; r ` - w� €t0 -t i l._J t ._ _- '� - - -„z9:%:,�- ;&.f W wry.. _ _ PERFORMANCE BOND, OR CASH ESCROW, NO BOND SHALL BE RELEASED •,,�j �� _ �� ' ._ �.. ,=s t 'I , t , _ �, g L J -. -ate; -x;9' "'" "au - _t .. - "a;` - ."11i%� r a=«,� �: "";, �..� _ 1 ; , 0.17 ac t r w 'eft- -`.: .: - r A ` - _ _- -L ,........a- � - i UNTIL ALL ROAD CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND =� -__- . �. , , - t t � 1 , 'eft- � r s a .'v � , v , % / 11 - --" 1 E ems-- w ... 1 W CERTIFIED BY THE PROFESSIONAL ENGINEER. _... • ..--- "�-,� .: / .� �-- aW �. I' ' t i t %1 CJ / v , I I i / a\ I / ' I t t 8i } t tt A.2f cc i , € ! @3 11 f ���\l\ \`g I / 110 r : 1 1 , , .a \ \ I `/ 0.20 ac . �`' V i h` .%I : 1 t t✓ i t r ,� i��: / 1\\i\4 IT SHALL BE DISCLOSED TO THE PROSPECTIVE .BUYER OF A LOT OR LOTS ' , }` :._.10 / ! I �i / l,- 1 t 112 t I, i t ��, \ _, �e 1rb. ;, i � . L, 0,17 cc / / / s / ____ 0.20 ac 1 t i t 1 E 1 \\\ \ 4 IiZQ}%i4fi WITHIN THE SUBDIVISION THAT ROAD MAINTENANCE"SHALL RUN THROUGH THE I , `\, / i ✓' 11a �w� # t t _ ,. 9t ! �. -. I / LW . t 0.1R cc i i t , t / ', /fI i lilli " .._yt. .A.... i PROPERTY OWNERS ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE FROM , ; . `_ 1.1 , 0.t9 0c I. 4a,9 �. ; � \ ��\ . -ii`'� 0 E / /"_�, / __ Y34 a i 1 L t 67 i y ` . �ay�VA�i ifi}(t{il { ; �' i� THE DEVELOPER UNTIL SUCH 11ME THAT THE ROADS ARE RE ---PLAITED AS I / \ , / j r `-_ f 1€7 t 4.k9 at ~ ♦� \ ilil f y j PUBLICALLY DESIGNATED ROADS AND TAKEN OVER FOR MAINTENANCE Ile I 115 a y r \ " ""- "`" \ / \\' Ii. 2 its �// a.#7 ac f/ ,/ 0.29 cc 0.21 ac i 1 t t \ ig , . - 1 ..� s I 0.79 cc ! i s � t _ r `""'`�. J \\\�\\\\ 1(i ' t THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NC ✓ / f I � r, - - \ s\'\ ' �s �. OF: APPROPRIATE GOVERNING AUTHORITY. / / 1,, I/ /i 12o -_ F \ [� { !i % tom ', i$fi t' y7 ..,-• j -.'"'- ..n "Y .r •" \\ti;S`�z�' g4,ii3y, 4 %...1. i.• . ! � / ! / 0.2fl at , \\ / a 'olta� I1b /' f / €29 i' I Er r_ I � pJ'J (R) ` iabji,3';ii 3 ! 1 p ' / -- r I" ', -0 20 4c g . r Y i �• � r i1 1.1 r , , f / �. - 0.17 ac _,,'' 128 t f, . - _ ,,..� , "10 11 i 1 �' f - .,. DEVELOPER'S NAME , I / . / t 0.17 cc err ; _ ,I- � w ".".+� . \ Ey #as E /e \ �1[,�s'� : .� I .. \ _ . �:..- . � , `° / ''y,� 922 F I , _. " - ­­�_ -1 17 cc slS, ,! . \ .,. ..--- 1 ✓ { t � � n \ r,J r- € ", j . . ✓ / / ,, t 0-97 os .., __ "" t ! r'" `15�1 li:< , .i ..\ ` 126 ! , t r , a fOs r/ 11k I'E 1 423 ! I d y €11 1! x� f 0.19 ac I • w 0,i7 cc I °24 125 I f.- 'w-,,,. ® t ; 106 i \ skl,, lfYit iq . - / " .1 . . +.1 O,17. nc I 0.17 cc -_ r - 1 .� +, t \t ` e �, , - #� \ \- "I 1 f/ 1 ••' •" � _ o ,F a y ^-e"` t t t -J/ , g 11+ DATE �,� / •� // /�yt / Il �� ti '•- •„ _ w..,,r / �; .» yam? ..-;'°"- .. t �t t I� i �,p.«r".� Y '�` J" � � t \ ..a^.- SS'� iitFi i \, 1 ,w t _..- .� \ P' LINE 1,1SIERA ROMEO 0.17 ac / - /- j €1 �`, `I"'�- ... �' +.""� .....�«-�- ~ L ___�. `.--"` �,,.! •� `....•,__� I� , , ' t - F N�ES o '-�� / / J / �� �` •ter. -� / { .. ,1\ iE 110 t ra. ; i / 1 , -' , - ,<,�� �.;� -- �"`" " = -, - - . � ,\4 1 I t- --�" �---- I � BK! 4858 PG, t���9 .� ' 17 5 ./. /"i'\ -- - � r 131 s�w z €iI I \..--___,�-PHASE 2 - - I � . 1. \ R 15 \ I f' a.17 ao I / / I w ' 3g - ► 0.19 ac /.,} !yE its » 1 111 1 , , 1I. / , J 0.19 00 / " -132 t ! I , I 1 1 I I 3g I . ii 1. / . j f . t III g !! �'�, 101 I , 7s 1 \ % / i / / 1 137 a. i9+ ac r 9 !! ! 6 I . � '`�"`.. 7 jp f % I `�\• ' ..:.. / - / . . �' �/ 0.€9 cc t I 133 t- r �„ €�'yI�I `-" - 7 I- ' ~----.' i , 7 147 136 I 0.19 ac , 1 �� 8 cc / / / 135 i 134 I ilil id i -„._ - , f 1 ~~ i ,/ a •«,� 4 , Imo1.\ 0.22 oe r ./ a.39 ec [ 0.€9 cc i 0.99 as r d I ill1 j' 1 a ,vv /, / \ f% r `` /I - / / /I/ ` / a.. -- _ {\� }iI4ts i p' €>4 i ; 33 \ `�"`. ``` ,� �f / ` �) I L - - i - .'J �O ,`\ f 0.20 ow / /� 142 € d \a\ // _-"-"^^ �'`�. . / ! \ � O�1 ,, /-- , , k ' i 0.20 oc � S !ii I Iig I b2 \ I � ". - �I ` ,' . . . .. . . i \ �i p 4' \, / I 1 / i \ / 1&i.1�;,1 i 0 .�p\ r� 7' 1,� i, ,'' 1 \ 1. i I +a O t It �` y t } 1 i1 �V !Or I t \ �` \� 1 - ] f 1 ® 1 }gi }glfi I ` , / /f d / Q t. �' � �� l ~\` , ICI r'` 2 , r i!//"1 1 / ~ 0w 0 4 111�}Z� 1 / •✓� l r(4) \ ' �(v�'� / `� 36 J ff i � \ \ ' �; / \ , \ '\ / t a.23 aZ, r 143 r \ i ' I l ?{o i ! / �/ ` r \ / . . . �' v � 'CJ`•` r. � /[/ }�� �` / i ,/+-plies _ 0.20 cc �'� \� 9 i �;�ti4 i �- .�. � �! ``� � �� ♦ /`, � , f �' \ \ � - ``^^a-az.,.� a=--.�"� , / ��, f' '"��5}.c,��..,,, 1 `° 1 i �... t \\` [�1 i 1 a 23 1 ``\ I '�\`� ' , `O '✓a I.... - 1 / ti h f/ r/ - r l � i} I �/11 + i ! \ \ /r / i I � 1y I 1 I I 0.204cc `• _ � 1_17110111712J y t3 y4 i -. r z7 i , , �o f�j r ` �` ' / I• - ..� ,� /.' \ G Y' \ L ,�, \ 3 1 , � �_,' r - ," I \ k, d. J i 9 I / r' I Tam.. ..� �..._ �. � I t 'f� � \ � I .. y 11 s� ' `�, \ `/ ,. �.. r..-"""' :_..\ -'j .<. \ :.:w:.:- - r.:.:«.. 3, '"` x.,. ,. i^ „�� � � � I � tt �k / ar- - + ` t\ � f�r/ �' �'` 80 .i, - .. .. .i \�" \.,,_ -..{1i +, (1j \ }-` t _ - C� �, ' ' t �% r - 05 ♦ % 3&� l 't[ 7E ,� f • � \ ? . _ - . j / ,�/ ' 9 2P -ti \ �-.. ; .9 (3 � r „ 0 ' � I I �I s} t I a I 1 ' fr ` ry' \\ -' \\\\ PHASE E �'J \ �1 -I. - . . A "', ss(� p€ _ , '} _ I I t _ - ✓' .-- R111i LINE % �' 1' ` ,% \ \ 8• I , t, -.'mi l ; f < .-- ...-1 _ _ , r ,,. " ��" .rP \ , 39 `\ , ,.r' 1 �„.' .I... . �3 �y�� , i i -� f ! _" ." �: s.,, t e . - / '. ��. w �, ` J, e \ t i gI % 31 / �,.:.... .,,.. y_ - i "_......�-': """,a`a,.o r : - � ,».,-.ti »...... "�'-^----:..... 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"�4..`\`a ,r-"'-r 121 1;-�.�. _ N84'48'IN N8%'1f}'W �F' 4'W�Sf33�19e �� C1, . -.�_ ,� _ _ _ 1 ., ��, �� -.•' \\ \\� } �� \ � ., y"rw -' \ -., » » - ; , .w - - _ .. �-\ .-�'' 1 ,0.57'�-� -""""r~ 88.41 �l 1 - € `. �\� v �x-X_ \ ''r .- �'� S87_10'V+i '�. - . - , t� - _ _ - I t - - - - ""_ - % I \, 1I _,.�.__:�.11 G-I-j ... I�Y �. c� i \I., ` Qom. _ �. - r �so.00 . ..�.. _...-.,_ - . . _ . . _ , j t S1 .. N, t J Tit li '}I \ \� /, t I- �•'� '».. 't -:11%% \ J _# _ -� - _ ' - , -.., / URITNE .\ "r - . I �: /�`' ='__ _._, - w --� / GALLACHER ANDREW M . - . - \ 1 II . - .. - - .� r - J/ , SUS IVIS1 o . _ _ � _ / ..� __/ \ ---. € . _ J _ E �" �, 1 I \`\ ,� a s4 PG ,a os1.f-- »_�.--_-- _ . --�� E PEES�X­ ­_µ, . t j---�-----_. �__- \ i Lu .11 it - , _. --. �_-- _ _ z % a »'' t ? ( ' -- . 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NKS DATE f 24,I15 C�7i� 6 73 8" m > ` 1 0.1 72 ac HY \ 1 0.17 ac SSMH-7 71 1 RIM=GRADE 0 / f 11N=35.74 70 , .17 ac t. � 1 OUT-=35.64 � '` o , POND #5 i i 0.17 ac M--'` i= _j i/ F yy 0.17� ac i --'' � � cn z ` \ ' 2 BLOW -OFF 1 o E_- /' SSMH-4 i it 1 Is0.1 ac SSMH y a RIM -GRADE i i 67 1 4 RIM=GRADE _ `y _ �-aW `f En I OUT=31.58 1 i i 0.19 ac I IN=34.10 .- �--' y �-- ' SW rr ty 13 66 1 1 1 R psvD !OUT=34.DQ 8 �� + -- -- 0,17 ac20 LF / +� i o 8„ SS / / ! 6 �J i 0.19 a G 1 , �RAIt� N `s� ' ' ..�""" Rp r-0 8 - " ~ ,,•--''"- '' A W et7 �Z r n Q _ / SSMH_3 y i Gj��� �^ i k �r � L?� .."` "". r, Q Ci / RIM=GRADE17 ° i '` 10 8" X $" TEE(1) � � 64 1 � c o. 1� ' --w �" -' f p I IN=31.50 / -3 --'� 8 - / 8" G.V.(2) o \ 1 0.17 ac .- -�-� _ .- i p � \ 1 OUT=31.4Q / - -- � , �--� p- $ C900 PVC �. 0.17 � f, 12 62 I 63 1 f--'o _ �-r`� a -- i 107 1 m 0.17 ac // / i`\ 0.18 ac 0.18 ac ,--�-. - o �W '�� 108 1 0.17 ac 0.17 cc 109 rx . ` A 18" X 8" TEE(1) 1 0.17 ac !- --�''" -''"fir � 1 8" G.V.(2) 110 1 0.17 ac # ` 0.17 ac + f ! ` / f / / / -{ _ r ,,•''" J'r _ -''aW 1 �, ti 1 i i0.20 ac c 9i 8" X 8" TEE(1) 1 ©y 1 ; i t e 119 ,``'`--,,.. 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ON ! 0.21 ac I OUT=37.04 -� x - ZVI la 72 � ` I C1UT=3618 x�2.os i 0.17 ac SSMH-7 HYDRANT LEG(1) I � � t / x4S.8, 71 t RIM -GRADE / 93 _ 0.20 ac I IN=35.74 r 0.17 ac �� I OUT=35.64 -. ss r x42.2d ---t Lfi'`$" SS '" '`�` �- �� '.:3; 0.21 a .�� 95 42,60 �F,`,. 4t i2 0 1 tiC - / 1. i71..ow.'"'.0F1" - x 42. 9 �� ,,,,• T.s1 ��,.,. _ 8"X2" TAPPED PLUG `- .' `• r x«o:s7 - --" " - AND 2I'' G.V. 8 X 8 TEE(l) x.12.1t 6.26 8" G.Vi: 2 2" SDR-21 � .. Pc 200 wL _ .-..., � \ SSMH-10 _ RIM=GRADE a2,37. 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FH i «x 41,28 1Q8 t i t ► f-- QD w w r m z 0 z n., o 0) Ad c� c� 0 z w Q 0 M w r > Z o Cr a: o ZCf)❑Cis oil r � > z Ci p 8z�- �ui i 0 ,.zc�m r z V CL o J �► cc� a3 E� � 0 u i W Q ,- N3 O U Z Z 0) C� V V Lu Z 0 xQ @ U UC F Z CL Ls.. w� U O w o 10- LLJ N z z Z 0 Q U~' MZ z (1) 0NM z 0 4 15030 DES. JST a«. JPN DRWN. NKS DATE 9/24/15 CARO o 'ip V • w s NiC,V��� M Is ! 1 � m 1 � ! 1 in Now in oz I^^ \ 11 z CO 1 \ W to ul \ o N Q 0 _ m a_ C31 N W__m 1 �Z 0 -F - ill W PROPOSED Q0 o " ' O t jL POND 6 M Z CO ❑ X 4 TOP=42.0 1 ujWWZ NP 38.8 � 0 O FCr 82� BTM=31.0 :) W CC<0 - (]Q0�� z 00 `►' �{{ ''(y `yy 'T 1J+ WWII S86'24'W. 112L0.8� tI j r O��jci•�Q � .2 I > PROPOSED 20 ORA Cr 'W t 1 90EA s�MivTLu 0.24 ac a, 8 g1 74 i n 91 O t 0.20 ac I j C ACCESSIBLE 0.22 ac J LU 73 i CURB CUT, TYP. 92 1 0.18 ac 1 ASPHALT 0.21 ac 0.17 ac t 10'X74' SIGHT _ _ PAVEMENT / S TRIANGLE, TYP. �,-- — SEE DETAIL. SID LK 9� , 71 i 1 4 EWA W X 0.20 ac 0.17 cc 94o - 2oc 95 us A { dR e ... �- 0.19 a -ti 0.26 cc h _- -- 104 1 24" VAL„LI�Y CURD; .,1..` r` "�•5' 145 105 0.19 ac 1 TYPICAL. . \ �? „— ♦ r i 0 0.17 c c :17 a c C 24 VALLEY CURB, � 102 TYPICAL.. �c^ 106 ! 0.17 ac � 1 t 0.17 ac } �R4S 0'�' to o i 107 t 101 �` \ rn co 0.17 ac 0.19 ac 97 o rn rn 0.17 cc t _...•-- — 77 / / 0.25 cc o� 9 u� u 100 ! { F 00 0.20 ac r� •— �- w (�D z z Lli tt 92 lr ! 90 o c t j � 0.20 ac z Cq5 � t L a t ► 1 96 98 't t 89 F t e 0.20 cc N Ld t f , a* c ) F ,t7i z 97) yr , z 0) y� 1 CD r• r^ ter,.. t � t � / ° � , y � CD ' t CE) CD 15030 t DES. JST CKD. JPN t _ NKS ©ATE 9/24/15 a= m %Ni/1111111 CAft LEGEND do r [ 74 S7 84. , ASPHALT 111 € 35� 75 .•H, ,..r 9 ,� • SIDEWALK Q;.` w102.4%3- S%AW&ER. .59 14 NOTES: 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT WITH NO CURB. 5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, AT (11 STRUCTURES, AND AS NOTED ON SITE PLAN. 6. PROVIDE A 49 1-1/2* SF 950'.5 A NCDOT ASPHALT LAYER OF 15# BLDG. PARALLELING CURB ORF LT BETW STRUCTURE. N WALK AND ADJACENT 1 /8"R TOOLED PRIVATE -ROAD JOINT do ROW AN UTILITY S" TYPE ABC STONE (NCDOT) { EASEMENT {jj]] Co @:':{iC. 1 u9✓ E W .' .3zn...ar ✓"n v.-...a.:w-v. .( nand" ..'rx'».vrkr '00 a0000°O°OOOOp0000 Lij !l 4' SIDEWALK 12 12' /� �/ p �` LOCATION 0000°0'000000000000000000000°O°O°600°O°O°°°O°O°a 000000000000000 0000000000000000000040000000000000p000000000p0000 O O O O O O O O O O o O o b° O O O O O° O O 0 0 0 O O 0 O O O 0000000000000000000000000 1 2" EXPANSION 30 Cl AXSPACING J INT MATERIAL /�]jj]p /�1 MAX.00O°O°O°O°000°O°O°O°O°O°O°°°000°°°°°O° VAf\IEJ 2, 2) 0000000000tl0000000o000opo0000°0000000000000000000000000000000000000 000000000000000000000000000000000000000000000000000000000000000000 0 0 o O O O 6 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i�Vi\IJ 2 2/e�-^^+-^'• O 0000000 O p 000 O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 p ❑ y ' .'•,.. 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"� M Z = rZ► NOT TO SCA E NOT TO SCALE NOT TO SCALE 1 ROAD SECTION 5V ROW 2 ASPHALT PAVEMENT SECTION 3 SIDEWALK JOINT DETAIL RAMP W/ CURB RETURN RAMP W/ DEPRESSED CURB w oz W .,, A LAN ING SIDL IYA�.K 1/2" EXPANSION SIDEWALK LAND NG ,1/2" EXP SION , OINT (TY J411�IT (TY W Z PLAZA OR OTHER PLAZA OFi OTMEI� 0 � d NON--YJALKIF G SURF NON --WALKING B ,.• C SURFACE . , t PRIVATE.ROAD ROW AN UTILITY` EASE ENT 1 t1 WARNING ; "A WARNING A OUNDED CONCRETE � . .. DOMES DOMES SURFACE 4 SIDEWALK ' 12' 12' LOCATION VARIES a, 1.0-5.3% (34' RISE) �'"" 2 2 1.50.5a j----~ 4 min „ 2% ---- - -■.. .�- 2% 2� 2%a ,, .. :a i:f:fffs:f: ssssfa-• i' ---- _SECTION B--B • ... ,ts;:fs;:•s•,:• •:,:;:;i;:•: a '- �,. , . t}R8 AND UT1E , C G R MIN. LANDING WIDTH = RAMP WIDTH --"'� �' - 2 MAX SLOPE 2% IN ANY DIRECTION ,� M 10 ,�, to 0 24" WIDE VALLEY ASPHALT PAVEMENT. ASPHALT PAVEMENT. 240 WIDE VALLEY SECTION A --A 4�� EPRESSED # °' °i � CURB. SEE DETAIL SEE DETAIL SEE DETAIL CURB. SEE DETAIL SECTION C�--C CURB Mr t� E < M ��-' �r- VARItiIING DOMES OZ' � W 00 EASTBOURNE DR. 1.6-2.4" (I P) 4. 0000000000000 `T- 000000000000000 TRUNCATED DOME,$ BASE DIAMETER 0.9-1.4" OOOOOOOO000OOOO 2' IMIN TOP DWAEtER 50--s07 000000000000000 f� w v�� W 0 O NOTE: 4' SIDEWALKS ARE PROPOSED of � � 1.6-2.40 (np) 00000000000000000c00 � -r � F � � TO BE CONSISTANT WITH PREVIOUSLY }�- - -- PWIP WIDTH-] � �J. APPROVED SECTIONS. WARNING DOME NOTES: 1. USE CONTRASTING COLORS RED OR BLACK ON WHITE PAVEMENT. � N NOT TO. SCALE NOT TO SCALE 2, USE CAST IN PLACE PAVEf S FOR NEW CONSTRUCTION. 3. RUBBER MATS ARE PERMITTED FOR RETROFITS. � � � 4 ROAD SECTION 45' ROW 5 CUL-D&SAC DETAIL. 6 CURB RAMP DETAIL wmwer � Z Z Y z o 0 mz Z +� N u - Z 0 3000 PSI CONCRETE 12" 12" �1 .3000 PSI CONCRETE 12" 1.2, �'� Q • 4 4 = 6" ABC STONE 6 A13C STONE <i 000000 a o a a o 0 q a a a a 4 q�. 4. 0 0000o 00000000000 0000a0a0 (o 000000000000CJ0000000 DES. Tic (%a 2�� 000000g000 00o000fl0a0o000000000000000o000^ C.1CD. JST y DRVITI. NKS a 0 0 o o 0 o O 0 0 0 a o g o 00000000. 0 0 0 0 0 s: q 00000 o O o 000000 ul 0000000000 a 0 A 0 0 0 0 0 0 0 oa0000°a°000n0000o0 0o0 0 NOTE: DATE 9/24/15 0 n 0 n n o o n o 00000 n 00000 1. PAVEMENT SECTION AND MATERIALS SHALL MEET NCDOT MINIMUM STANDARDS FOR SUBDIVISION ROADS.CA i,���i�ts� �';�*+m NOTE: 1. PAVEMENT SECTION AND MATERIALS SHALL MEET �A NCDOT MINIMUM STANDARDS FOR SUBDIVISION ROADS. L s . 4 NOT TO SCALE90N ,q g 24" . VALLEY CURB SECTION NOT TO SCALE 4 C 7 SYMBOL: DATE DESCRIPTION BY z 7 �f 24 VALLEY CURB SECTION (SPILL -OFF) REVISIONS 02014 NORRIS & TUNSTALL u- -NORRIS & TUNSTALL CONSULTING.- ENGINEERS, INC. 902 MARKET STREET PHONE (910) 343---9653 WILMINGTON, NC, 28401 FAX (910) 343-9604 office@n ten com licence C 3641 SURVEYOR: MICHAEL UNDERWOOD .and ASSOCIATES, PA 102 CINEMA DRIVE, SUITE A WILMINGTON, NC 28403 PHONE: 910-815-0650 FAX: 910-815-0393 E-MAIL: muo@bizec.rr.com Firm License #C--0615 0 ♦ a p t % as}°p ! `,r� r..• i` / ."' aw -- t -a;i„ _t �'�'' r..a' r �� � ♦ ai� f nii« i nne � i '.,,,.' 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F a '_ ..».. :.i. ....• ".,__ _.- r"--.-_.»._. •ram- �i ii7 SCALE. 1 "-2001 0 rt� ' F a 0 k 1 CERTIFICATE OF APPROVAL NEW HANOVER COUNTY TRC CHAIRPERSON i DATE i2PERS0 —-- PROPERTY LINE �.. i +• DISTURBED AREA LIMITS 35 PROPOSED CONTOUR Ix X TSF TEMPORARY SILT FENCE — SD — $0 PROPOSED STORMARAIN PIPE —.-....._... _._. — .T — EASEMENT UNE x 29.00 PROPOSED FINISH GRADE SPOT ELEVATION FLARED END SECTION WITH RIP -RAP ENERGY DISSIPATOR DROP INLET WITH INLET PROTECTION (DI) CURB INLET WITH INLET' PROTECTION (CI) S JUNCTJON 8OX WITH INLET PROTECTION (JB) 8W -- PROPOSED WATERLINE SS PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING CONTOUR ASPHALT . + SIDEWALK INDEX OF SHEETS COVER SHEET Cl: OVERALL SITE PLAN C2: UTILITY PLAN C3: ` UTILITY PLAN C4: LAYOUT PLAN C5: LAYOUT PLAN C6: OPEN SPACE PLAN C7: NOTES AND DETAILS 4 fr. 15030