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Home My WebLink About20140574 Ver 3 _Plan Set _20160118LO CD N U z O Z J Z O U u- 06 m H 2 C'3 O �.111111WA 0 am 110 0 FA FIA I � 1 SSB LC BV2014 PG ZON-: R-15 TOWN OF FU RINA �USL: INGLE FA ILY RENTLY CON TRUCTION �I.II�d�,>f��.�.► _ ' ;� ,,moi 0 395 0 395 .l0 Q U GENERAL NOTES: ENVIRONMENTAL LEGEND BEARING 1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2015, AND IS L41 N IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM. TEMPORARY BENCHMARK E 123.58 L42 IS LOCATED AT THE EXISTING MANHOLE TO THE WETWELL AT THE PUMP STATION SOUTH 21.02' 23' E 166.27 OF PHASE 1 OF THIS DEVELOPMENT. WETLANDS 21.02' 06' 2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY MITCHELL L44 N ENVIRONMENTAL, PA. E 85.39 L45 3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA 50' NEUSE E 98.84 FIRM #3720065800J, DATED MAY 2, 2006. RIPARIAN BUFFER 81' 17' 19' SURVEY NOTES: L47 S 1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THIS SHEET. E 17.67 L48 2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD / FEMA FLOODWAY E 26.99 SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83. N 68.02' 35' 3. CONTROL CORNER SHOWN AT SOUTHERN CORNER OF LAND DEDICATED TO FUQUAY VARINA L50 S FOR ROAD TIE TO GEORGIANA RIDGE DRIVE, AND INDICATED AT N 684648.0699, E 2059285.8415. loo -YEAR FLOODPLAIN L51 S & FEMA SPECIAL FLOOD E 13.25 DEMOLITION NOTES: HAZARD AREAS (ZONE AE) 30.13' 47' 1. REMOVE EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOMENT L53 S DURING DEMOLITION. E 13.29 L54 N FEMAZONEX E 15.21 HERITAGE TREE NOTES: FUTURE CONDITIONS 69.28' 37' 1. HERITAGE TREE EVALUATION AREA IS 30' FROM THE PERIMETER ADJACENT TO L56 S VACANT LAND AND 40' FROM THE PERIMETER ADJACENT TO RIGHT OF WAY W 21.01 L57 OR DEVELOPED LAND (REPRODUCED FROM PRELIMINARY PLAN SET). OPEN SPACE E 24.68 L58 S 72.42' 18' LINE BEARING BEARING DISTANCE L41 N 03.44' 37' E 123.58 L42 N 21.02' 23' E 166.27 L43 N 21.02' 06' W 107.13 L44 N 30.50' 48' E 85.39 L45 N 53.07' 12' E 98.84 L46 N 81' 17' 19' E 65.10 L47 S 72.47' 29' E 17.67 L48 S 61.44' 56' E 26.99 L49 N 68.02' 35' E 16.14 L50 S 70.37' 50' E 29.50 L51 S 45.26' 14' E 13.25 L52 S 30.13' 47' E 22.40 L53 S 52.46' 10' E 13.29 L54 N 86.27' 15' E 15.21 L55 S 69.28' 37' E 30.18 L56 S 07.30' 40' W 21.01 L57 S 16.10' 12' E 24.68 L58 S 72.42' 18' E 30.55 759 S 64.25' 35' E 14.61 L60 N 14.54' 46' E 11.79 L61 N 54.37' 47' E 18.76 L62 S 61.06' 37' E 18.17 L63 N 80.45' 19' E 21.23 L64 S 31.00' 31' E 20.43 L65 S 73.36' 24' E 21.01 L66 N 41.24' 29' E 18.10 L67 S 84.32' 42' E 13.11 L68 S 28.30' 29' E 9.23 L69 S 71.54' 56' E 16.64 L70 S 41.56' 15' E 18.13 L71 N 53.46' 21' E 8.02 L72 N 01.27' 38' W 9.46 L73 N 36.21' 07' E 4.95 L74 S 74.07' 21' E 13.76 L75 S 42.00' 53' E 22.73 L76 S 31.29' 34' E 16.02 L77 S 19.43' 35' W 14.82 L78 S 55.25' 06' E 22.69 L79 S 52.04' 09' E 23.51 L80 S 30.29' 39' W 23.50 L81 S 69.24' 29' E 45.54 L82 N 72.33' 26' E 18.00 L83 S 42' 51' 18' E 16.02 L84 S 36.55' 50' E 17.31 L85 S 02.44' 54' E 16.62 L86 S 57.21' 45' E 17.40 L87 S 56.04' 02' E 19.17 L88 S 20.11' 42' W 11.47 L89 S 25.25' 25' E 14.50 L90 S 60.09' 04' E 26.60 LINE BEARING DISTANCE L81 S 69.24' 29' E 45.54 L82 N 72.33' 26' E 18. 00 L83 S 42.51' 18' E 16.02 184 S 36' 55' 50' E 17.31 L85 S 02.44' 54' E 16. 62 L86 S 57' 21' 45' E 17.40 L87 S 56'04' 02' E 19. 17 L88 S 20' 11' 42' W 11.47 L89 S 25.25' 25' E 14.50 L90 S 60'09'04' E 26.60 L91 N 55.13' 36' E 7. 54 L92 S 16.25' 08' E 13.44 L93 S 60.53' 28' E 7.25 L94 S 18.54' 53' E 18.74 L95 S 65.20' 29' E 33.28 L96 S 81' 30' 31' E 15.09 L97 S 31.12' 37' E 9.89 L98 S 22.23' 54' E 10. 91 L99 S 51'02' 57' E 12. 15 1100 S 01 * 16' 16' E 14.64 L101 N 88' 11' 07' E 8.65 L102 N 59.10' 55' E 24.59 L103 N 60.58' 25' E 18.52 L104 S 47.24' 23' E 18. 80 L105 N 80.36' 51' E 13.56 L106 N 24406'20' E 15.15 L107 N 82.30' 40' E 8.99 L108 S 39.14' 37' E 18. 45 L109 S 24.23' 12' E 34.40 L110 S 74.29' 46' E 12.87 LI I I N 42.34' 37' E 16.54 L112 N 71.25' 56' E 20.21 L113 S 22.00' 50' E 13.27 L114 N 66' 49' 50' E 19.44 L115 S 36.26' 12' E 16.83 L116 S 49.15' 47' E 21.42 L117 S 58.24' 16' E 16. 83 L118 S 81.10' 44' E 24.54 L119 S 38.45' 09' E 30.99 L120 S 89.55' 06' E 12.88 L121 S 42.30' 04' E 17.03 L122 N 83.40' 09' E 23.52 L123 S 66' 14' 22' E 37.57 L124 S 56.44' 57' E 14. 27 L125 S 62' 06' 39' E 39.79 L126 S 67.34' 52' E 37.88 L127 N 02.20' 49' E 34.74 L128 N 00' 29' 56' E 91.03 .......... ............. ... ........................ \ O C DIV" � P ASE& \�J 0 o Q 0 0 ELVA C. RANSDELL, (�EIRS ET AL j---j)-B.9568 PG.36 BOTH PNES DOU E�CURVE WIT 100 RADIUS Jti 1 10' W/ �- 60' ,_ROW ASPHALT ROAD 01 m oQ 100' 5 0 100' I SCALE: 1 " = 100' If) & F= I CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 `,fff1f 191 iiii/ ¢Xvv ;gip ........... 1 SEE L 2744 'r'�fllllflfff, L�.(�' �w FINAL DRAWING FOR REVIEW PURPOSES ONLY REVISIONS INOI DATE I DESCRIPTION PROJECT INFORMATION PROJECT MANAGER: RJB DRAWN BY: AJF APPROVED BY: RJB DRAWING NAME: SSBS-CD-2015 PROJECT NAME SUNSET BLUFFS SUBDIVISION PHASES 6, 7, 81 10 FUQUAY VARINA WAKE COUNTY NORTH CAROLINA OWNER/DEVELOPER SSBNC, LLC P.O. BOX 38 HOLLY SPRINGS NORTH CAROLINA 27540 DB. 11784, PG. 2769 PIN : 0658934778 SHEET NAME OVERALL EXISTING CONDITIONS AND PHASING LINES DRAWING SCALE 1 "=100' PLAN SET CONSTRUCTION DRAWINGS DATE 12-21-2015 SHEET NUMBER C-00 LO T N U z & z J U) z O U LL Ca m H 2 O it a- 0 U 1' I. �♦ \ . �� I � DISTANCE 27 I . \ \� I I TRIANGLE (TYP) SSBNC, LLC �. � j • �• ' -."" I i PIN: 0658-74-7262 SUNSET B FFSk-. / ® DB: 15547 PG: 0215 `' f. / _ ` SUBDIVI N 11.1 i � - . / ♦ PRIMARY OPEN SPACE ZONE: R-10 1 /• SSBNC, LLC / :::'• :-:-:-::::::::::::::=:-:::.-::: / / �___ TOWN OF FUQUAY-VARINA ♦ _____�_ 50 NEUSE USE; RESIDENTIAL SUBDIVISION li /PIN: 0658-74-7262 :::.::::::::.:::::•:- j DB: 15547 PG: 0215 .:.:.:.:.:.:.:.:.:.:.:.' `-:-:- :-' ,' • �� `BUFFER C N � TION DRAWINGS CURRENTLY // ZONE: R -1b r/ �\ ,REVIEW) � I OWN OF• FUQUAY•-VARINA. I�y� CM -1 `�`♦ / / J/1/SE: - RESIDEN.TIAL SUBDIVISION :-:--:::.:.:.:.:::.:.:::...:. \ado BIORETENTION FACILITY - . �%` (G'¢�STRUCTION DRAWINGS CURRENTLY `N\o�W `� / / b IN REVIEW) I\\ _ � sEMENT B, A A % `� FS I/ �/ / ) I♦♦� \ UBL\C \3-"\ I,( J. R ♦♦♦� 4• \ \ 41 15 NELISE-/ 1%\ 25 SILT OPEN SPACE COMMON GREEN AREA SSBNC, LLC BM2014 PG 601 1 / 227 IPARIAN ZONE: R -15 g TOWN OF FUQUAY-VARINA /r� • , 16,638 S.F. 22b ♦ ♦♦ // f:::::::' i i / / 1z,9zo S.F.♦♦ USE: SINGLE FAMILY '4 30' PUBLIC) 2,. ♦ (CURRENTLY UNDER CONSTRUCTION) /� i / I / DR G' -/SEWER p 100- .AR . `♦ / I 1 EASEMENT 220 R50.0' 22G FL00 LAIN > ` ♦♦ ' /I .•.•....•.-.-.•.-.-.-.-.•.. 1 1 / p36.4• 840.0' JJ / 1 /� / \ 21,215 S.F. roo• a \♦ 100 -YEAR - / J l - L•'-••:•:-:•:::: :-: y r 13,136 S.F. 1 //" j A. . ......................'. 1 \ / < �• mo: 224 ��` FLOODPLAIN - SUNS > ET LUFF //� .'o.. _ . ` 1 I 4, ,� \` ` S DRIVE / ; :::°::::::'. / .l / < 13,088 S.F. " �` STOP //, I 1 I 4'_ d �� SIGN /' I F-...•.- '.'.- ..-.'.' .'._._. 0 / R'm, 9 838.0' 223 `" /i _ _ '. J.".'.'..'.'.'.'. Je'. ....'.'.•.-.:. Q 1823 J \ I I . Y A ,:..'.•...-.' -.-%%1..-.-.-.-.•:..%'. w \® e z. 14,012 S.F. ��` I / .:� 'r1. A1Ea_:- ° A43.Q725.Or sx A>, a, SE CHART ON L-1 FOR ._ ' .. .•. •. •..•.•. •:•:•:•:' :'C':': •:•:•:•:•: r 9Z, •>. 8777.5' �. I/ . :_;.:_'-: =' I 8764.5' NUMBERED ADJOINERS SUNSET BLUFF i . _. _•:•.•:.:=:•:. 02 229 , a P H �' E o e O ':`- - '' :: I �� . 16,778 S.F. " Ss• lyo q 222 CONTRA Co 3 SUBDIVISION 3 N 883857.8780 O / / of//____ :•.- , j / % 2 ?y 13,406 S.F. '2058585.0558 /,%, - 1 14,432 S.F. s B 38.4' -.: -:- I 8722.5' B g (D O O I j i 'B, 231 8735.5' 4- 1' WETLANDS .. ...... n 8750.0' - jl�=:= SCM -4 500 YEAR s . //// �/ / 14,340 S.F. ,tiro BIORETENnON 100 -YEAR FLOODPLAIN I / :FLOODPLAIN /' / ;•'•%•�'•' / ,6e a. 221 AgLITY ♦ CONTROL CORNER I r. a I N 883818.9725 . `.::::::: ' �. a 1 1 �� - �?e• 2 2 `o, 0,919 S.F. E 2059216.795 + / 3 •r- � + 1 j. J 1 / 14 306 S.F. . ... ... ... . ..... .:.. ............. ..................................................... ........................................................................... ASE + + + + o r 1 i 1 k S P 1 / oro' 'o. \ + + + + + .................................................................................. 220 + + + / 4s . 7 / 1 / •4' 2 �. / D• 33 .o. / / G 11 250 S.F. / / J 8527.5' 4 4 1 S.F. ............................................................................................................. / \ r � O 8514.5' _ \ o 21 / 3 8500.0' - D N - / / \/ � 825 0' - 1 �:.. 1°' n 825. Q 21 ` 11 711 S.F. m I / o ft277.5' � \ 1 . . .../a / r � SPEED I / sy 9 ........................... . / . . . .... ..... .... /:.!:: ... / 2 8264.5' _. _. ,• .......................................................................................................... 34 11.250 S.F. LIMIT SIGN +++++ ++++++ / 1 ............... ............ ........................................................................................................ *,>,. \ 8485.5' / / / 8250.0' R 0 .............................................................................................. .... r ................................................................................................................ / 20 PUBLIC\ 1' 5,459 S.F.S F o 7 . O R4 25 / / .�_ . 212 / / • / � o• -1.1.1100 -YEA - TI TY TPn - UTILITY EASEMENT. e R235.s• 1 O• 0 A l • ... _ .. .. - • -•. . . . .. ....... / --------- ---------- ---------- ....................................................................................................................... � '� I r � 1,.696 S.F. FLOODPLAIN � - ....................................................................................................................... Rzzzs a I > / ..................................................................................................................... 218 I 20' Pusu ./ - / . / ® - 825.0 r I . / - \ `� / / ----------- :.."::.:..:::.:..:::..:.:::..:.:::.:.:::.:.:::.:..:::.:..:::.:.:::.:.: ti9 214 N SEWER EASEMENT` _�- --'�---------- n .. .-:-:-' :-.::-' :-:-:-'-:-:-:-'-' / 12.738 S.F. J> r .............. _ r 13,966 S.F. r..... , / �Te. o < 2 O , r .............................................. ............................................................................ ': ,1 / / �' STOP SIGN o0 e \ , �� ............................................................................................................... ........: P ............................... .................. rq, / &STREET o 'S ` ��, .. .. ........................... . / / J m / / / 20' PUBLIC S NAME SIGNS 9 21 :.......................................................... -7 ..... ... /................................................................................. - ......... / /.................................................................................. Gti..................................................... �'F SEWER- ............................................................. .... ..........................................................................................'-.--.-...................................................................... r / ...... .. ... / S............................................................... �2'i) PRIVATE _._:......................................................................................... F_.................................................................. . / / _ S , T a 8357.5 12,528 S.F. EASEMENT I j „ . ... S :..:.:..:.:..:.:..:.: DRAINAGE / . /............................................................................ r • . . . . . . . . _ -.. ,.....:,...«:.:.:.:.:.:.:.:.:..:.:.�:.�.�:.�:.�.�:.�:.�._:.�:._.�':.�:.�:.�.�:.�:.�.�:._:.�.�:.�:.� 8344.5 4� ,\ / o , �,, q 394 0 216 r , , _ ...-................................................................................. ? O EASEMENT J 8330.0 hN 21 F ...................................................... .. .. ...................................................................... C/ -......................................... . 8315.5 G � • ... ..... 1 /.................................................................... ?9, R ........................... R25.0• .................:........ ............................................................................................ ...................................... 7 8302.5 I / 1% 1 R .0' ................ 2 �I ...............::.�: / pjl 9 / tt..........................................:.:::.:.:::.:..:::.:.:::.:.:::.:.�:::._:.�:::.�:.�:::.�:.�:::.�. .................. .... /395 .. . . . . . .. . . . . . . . . . / / .......:. .- ........................................................................................... .... .................. .... S 9 . . . . . . . . . . .. . . / .... ..... .. ....... ..................................................................................... r / / _.................................................................................. - .....::::::::"::: ? 14,954 S.F. ... ............... S � �: ;r � 825. ' \ k A 5• 1 4 ............ ... 15.3' r 1 1 I I . % /) 3 ..................................................................... / / / .. -.................................................................... A> 19 9 S ... �4 7• . .............. -J. 6 • � M 39 SC :._:..:.:..:.:..:._: J.'. 17,269 S.F. A s. 1 8 1 ((( \ .5' 1-1 2 / ......................................... PHASE 1 39� __ 5 I 1c q' ,2,082 S.F. 0 .I 14 667 S.F. STOP SIGN {{:'F.i'F.:'?: }}: i?: }}: }?: }F.i'i::'i:i'}: }}: }}: }}i?}: }F.:':{:' iii:':}}r:i'i::'}:'r:i'i::'}:'i:':'F.:'}:'::'}F.:':i'i:i'F.:':{': }:'F.:':'} . � S :....•....._ ........................................................:::i::'r}rir}::'i}r}ri::':}:iri:i'r::::.: - :._:. .... r & STREE i .•...•.•......:......... '� . I ..:..........................................,:.............. ..._........................................................: $ m. ' 4 :-::::.:.....`:".......�.�..�:.�.�:._:.�.�:. ...'.-:_-.'.'::.:..:.:..............�..�..�.�..�:.�.�:.�:.�.�:.-: 39 NAME SBIQS �' /.•_•_•_•_•_•_•_:_•_•_•_._•_•_•_•_•_•.• / `l ) \ ................. _•._.'::..:.:..:.:.�.�:.�:.�.�:.�:.�.�:.�:.�.�::: .....-.':::.�:.�.�:.�:.�.�:.�:.�.�:.�:.� are. '---- -- 777 a�� i 177 ISTING PL 6 211 11,388 S.F. 6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL FEMA FLOODWAY DRAWN BY: ..................................................... . y - - J is .' 2. 9 BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY RJB DRAWING NAME: .: a \ 01 a 3 LOCATING SERVICE 4 HOURS PRIOR T DIGGING. 1-800-632-4949. OC G S C 8 OU S 0 0 3.042 S.F. 7. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF FU UAY-VARINA SHALL BE Q loo -YEAR FLOODPLAIN JJ •J• MAINTAINED BY THE SUNSET BLUFFS HOMEOWNERS ASSOC. M & FEA SPECIAL FLOOD 8. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY MITCHELL HAZARD AREAS (ZONE AE) s R2s.o' ENVIRONMENTAL, PA. o• A39• m 9. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE AS SHOWN ON FEMA N____ 7 ,s -o• FIRM #3720065800J, DATED MAY 2, 2006. FEMAZ NEX O :'}r'!':r}::'}::{':':F:'}:}}:}}:}}:}?:}F:'}::'}:}}:}}:}}:}}:}}::':'::':' 10. SEE COVER SHEET FOR ADDITIONAL NOTES APPLYING TO THIS PHASE OF THE PROJECT. FUTURE CONDITIONS :.:..:.:.._:.:._._' . .:.".C^:: : R2: }:}:r:.:':...........F:':........}:F:':. }:.....:: 02 ::::.:::::::.:::::::.:.::"::..::' �.::"{.::.::._ ::.}.:.::....::.:}::.::.:}.:.::.::.::.::....::.::....::.::....: .p S70P . N o 11.ONLY AREAS SHOWN OUTSIDE OF THE GRAY AREA AND ANY CALLED OUT EROSION CONTROL @� & STREE X266 S.F. 4r...: e.,: MEASURES ARE TO BE CONSTRUCTED WITH THIS PHASE. OPEN SPACE .. ..:..:.....::..:::.....::.:.::..::. NAME SIGNS 'o• R25.0' }:}''`.':S':}::r:}}:}}:}F:'F:'}:}}:}?:}}:}?:}F.:'i::':{:'}:}' 303 y }}:':{:'}:{...''; }}:{:. . } . :':: }: }:.....:iri::'i:'riri::'i:'r:'ri::'i:'r:'ri::'i:'ri.,.,: } 7/ 014 S.F. o '!:'1'f:'!:' :'::'::':: ..:'��•.'.'!:.,.:::'!:'::'::'f:'!:'::'::'f:'!:'::'::'f:'l:.,:.,.,:.'l:.,:.,.*:.'!::':.:--- �0. ,. 210 11,130 S.F. 209 EASEME 8,967 S.F. 208 8,226 S.F. SCM -2 WET POND FACILITY PHASE 6 88,029 S.F. AMENITY CENTER MAIL KIOSK _ & STREET O NAME SIGNS 825 i22 S.F. .?, R25.0' R25.0' 206 9,803 S.F. 205 8,083 S.F. 204 9,091 S.F. nye, 203 12,287 S.F. )egy 202 10,744 S.F. .AS E 201 9,899 S.F. 7> .1. 200 8 848 S.F. 7 9 9>Oo• 8,160 S.F 61.0' 56.0' 5.0' 0 ELVA C. RANSDELL, HEIRS ET AL D.B.9568 PG.36 BOTH LANES DOUBLE CURVE WITH 1000' RADIUS NEW 110' ROW EXISTING 60' ROW & 24' ASPHALT ROAD 100' 1d7 1 [3& f CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 t,,,, IIl1 104 174 173 ;'®:-jssio4;'? QeIZ / � z--:�w' 17 = SEAL - : 27i - i `` `� "',", r1-'%"J�\e\ ssg, FINAL DRAWING FOR REVIEW PURPOSES ONLY / REVISIONS INOI DATE I DESCRIPTION PROJECT INFORMATION PROJECT MANAGER: RJB DRAWN BY: AJF APPROVED BY: RJB DRAWING NAME: SSBS-CD-2015 'I____ f PROJECT NAME i SUNSET BLUFFS AMENITY T IS SHOWN SUBDIVISION REFERENCE ON PHASES 6, 71 81 10 / 0 e FUQUAY VARINA WAKE COUNTY NORTH CAROLINA OWNER/DEVELOPER SSBNC, LLC P.O. BOX 38 HOLLY SPRINGS NORTH CAROLINA 27540 - c-1 DB. 117 4 P . 27 8 , G 69 PIN : 0658934778 SHEET NAME SITE PLAN OVERVIEW DRAWING SCALE 1 "=100' PLAN SET CONSTRUCTION DRAWINGS DATE 12-21-2015 SHEET NUMBER C-1 0 I ■ ' 0 100' 200' SCALE: 1" = 100' I OPEN SPACE/ COMMON GREEN AREA 177 N 683616.9-20- E 2059216.795ix- � / n v ,� E 744 FINAL DRAWING FOR REVIEW PURPOSES ONLY REVISIONS NO� DATE DESCRIPTION PROJECT INFORMATION PROJECT MANAGER: RJB DRAWN BY: AJF APPROVED BY: RJB DRAWING NAME: SSBS-CD-2015 STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS. Q10 Volume 2. SEE COVER SHEET FOR ADDITIONAL NOTES APPLYING 0THIS PHASE OF Skimmer Dewatering Time THE PROJECT. WETLANDS ' BEGINNING ANY CONSTRUCTION. 3. SURVEY INFORMATION PROVIDED BYSULLIVAN SURVEYING |N Size Orifice SEPTEMBER eo1o.AND |G|wNAD xoCOORDINATE SYSTEM. (Cfs) 410 4.THERE mxREFERENCED FLOODPLAIN WITHIN TVmPHASE, ^uSHOWN ow 5 v'wsoss & FENIA SPECIAL FLOOD FEMA FIRM wOzeO065V00J.DATED MAY u.u0O0. mpxmAw '// norrsn (days) o.SEE DETAIL SHEETS FOR STORM DRAINAGE SUMMARY DESIGN ' RB#1 INFORMATION. R8#4 GRADING/EROSION CONTROL NOTES: pcmApuoonvww | 1 AnnE�nmnrn//nrmw��r/mn�/rnrn�TnwmnFnm//m�xxn/mx�wn 36" RCP 36" RCP ��_��_'�� WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED BEFORE Q10 Volume Surface Area Skimmer Dewatering Time Required Provided BEGINNING ANY CONSTRUCTION. Provided Size Orifice Basin (Cfs) 410 (ft) 2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND & FENIA SPECIAL FLOOD (inches) (inches) (days) B RB#1 RB#2 R8#4 Riser Dia. (in) 36" RCP 36" RCP 36" RCP Design Information for Stormwater Containment Management (SCM) Devices FLOOD HAZARD SOILS NOTES: Riser top Box 342.0 2 300.0 � THE 100 -YEAR EVENT. THIS IS THE CONVEYANCE SYSTEM REPLACING THE FUTURE CONDITIONS Barrel Dia. (in) 18" RCP 15" RCP 18" RCP' � � | Barrel Invert In �- - 337.0 - 399.0 - - 302.0� -� / 3 3 191 CONCRETE SLAB", REFERENCE DETAIL ON SHEET D-1.5. OPEN SPACE Type of Device Bioretention Cell Wet Pond Bioretention Cell NDI BM 30 Area at Top of Dam Elev (s.f.) 10433.0 28316.0 12116.0 305 197 Area at Top of Media Elev (s.f.) 6905.0 (no media) 6232.0 7810.0 Top of Media Elev. 341.0 (bottom of pond) 380.0 195 Temporary Sediment Q10 Volume Surface Area Skimmer Dewatering Time Required Provided Required Provided Size Orifice Basin (Cfs) (ft) (ft) (ft) (ft) (inches) (inches) (days) Riser ID RB#1 RB#2 R8#4 Riser Dia. (in) 36" RCP 36" RCP 36" RCP Riser top Box 342.0 390.0 300.0 � Barrel Dia. (in) 18" RCP 15" RCP 18" RCP' � � Normal Pool n/o 399.0 n/o Width of Basin 18 feet 378.0 Shelf Width Ut> n/o 10.0 n/a 10 feet UNDISTUR 194 AREA Meight, weir to top Area at Normal Pool E|ov(a.[) n/o 15920.0 n/o |Thickness ofPad /in\ 270 270 2701 Riser ID RB#1 RB#2 R8#4 Riser Dia. (in) 36" RCP 36" RCP 36" RCP Riser top Box 342.0 390.0 300.0 � Barrel Dia. (in) 18" RCP 15" RCP 18" RCP' � � | Barrel Invert In �- - 337.0 - 399.0 - - 302.0� -� / BNotes: Temporary basin uses of SCM -1, SCN/�2 and SCN/14 use the proposed finished gradesama| �v��[}ut 33h�5 387�5 3h17 | Bann| Lencdh/K) 3O0 O5O 3OO | �ennp0r8ryS9dirnSn[b8Sin #3iSOn|Ot�138ndhGSdirn9nSi0nS@SShOvvnb8|0vx ` `` ...� Em-"--' Snillwav Width _ `-' 2' 2' 2 Summary Custom Temp Sediment Basin #3 Elev. Length of Basin 37 feet 378.0 Width of Basin 18 feet 378.0 Depth, weir, to inv. 2 feet 376.0 Length of weir 10 feet 378.0 Meight, weir to top 1.50 feet 379.5 ' Emergency Spillway E|ex 343.5 393.0 307.5 Rip -Rap Stone Class 11 Class 11 Class 11" Mirafi 140N Required? Yes Yes Yes Length ofPad Ut> 12.0 20.0 10.0 Width nfPad (ft) 0.0 10.0 50 | |Thickness ofPad /in\ 270 270 2701 1501 � � �� 11�� »� ��. / / ��.' /��. 2769 � C�U��^M��7� -~ � / nn�. ��~rx x �� -so� /l x \/ � \ � L) \ � ELVA C. RANSDELL, HEIRS ET AL \ -\ .y50O PC.30 ` � ~` ^ "114 41h WON GRADING PLAN GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF FUQUAY-VARINA STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS. 2. SEE COVER SHEET FOR ADDITIONAL NOTES APPLYING TO THIS PHASE OF THE PROJECT. 3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2015, AND IS IN NAD 83 COORDINATE SYSTEM. 4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720065800J, DATED MAY 2, 2006. 5. SEE DETAIL SHEETS FOR STORM DRAINAGE SUMMARY DESIGN INFORMATION. GRADING/EROSION CONTROL NOTES: 1. A PRE -CONSTRUCTION MEETING WITH THE TOWN OF FUQUAY-VARINA AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. 2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS. FLOOD HAZARD SOILS NOTES: 1. THE STORM DRAINAGE SYSTEM FROM FES#1 TO YI#13 IS DESIGNED FOR THE 100 -YEAR EVENT. THIS IS THE CONVEYANCE SYSTEM REPLACING THE SURFACE DRAINAGE WHICH SHOWS FLOOD SOILS IN THIS AREA. 2. NOTE THAT YI#12 AND YI#13 ARE TO BE "STANDARD YARD INLET WITH CONCRETE SLAB", REFERENCE DETAIL ON SHEET D-1.5. 1-1 ^X RB#4 TEMP SED e0j� 365 BASIN#4_ SCM 4 BIORETENTION FACILITY S#3 —UNDI URBED AREA 39° 218 3 ENVIRONMENTAL LEGEND 6M I 213 \' *e' 'm so "% 50' 25' 0 50' 100' SCALE: 1" = 50' EROSION CONTROL LEGEND NOTE: NOT ALL ITEMS ARE SHOWN ON OVERALL PLAN LIMITS OF DISTURBANCE -^"b- WETLANDS O TREE PROTECTION FENCING DRAWING NAME: 5o' NEUSE RIPARIAN ® BUFFER FEMA FLOODWAY loo -YEAR FLOODPLAIN OCONSTRUCTION & FEMA SPECIAL FLOOD HAZARD AREAS (ZONE AE) FEMAZONEX FUTURE CONDITIONS OPEN SPACE 6M I 213 \' *e' 'm so "% 50' 25' 0 50' 100' SCALE: 1" = 50' EROSION CONTROL LEGEND NOTE: NOT ALL ITEMS ARE SHOWN ON OVERALL PLAN "till, wft 214 N DI TUR D -- YI 4 ARE 20' PRI VAT DR . AGE •� � EASEMENT C CB# o, ♦♦� IN-- _ .cam. �■�■■■■- • ♦♦ � !_ -• �1m 0 CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 s� SEAL 274 FINAL DRAWING FOR REVIEW PURPOSES ONLY REVISIONS NOI DATE DESCRIPTION PROJECT INFORMATION PROJECT MANAGER: LIMITS OF DISTURBANCE -^"b- TEMPORARY DIVERSION DITCH O TREE PROTECTION FENCING DRAWING NAME: SILT FENCE - WITH OUTLET ® TEMPORARY INLET PROTECTION TEMPORARY SEDIMENT BASIN RIP -RAP OUTLET PROTECTION OCONSTRUCTION ENTRANCE "till, wft 214 N DI TUR D -- YI 4 ARE 20' PRI VAT DR . AGE •� � EASEMENT C CB# o, ♦♦� IN-- _ .cam. �■�■■■■- • ♦♦ � !_ -• �1m 0 CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 s� SEAL 274 FINAL DRAWING FOR REVIEW PURPOSES ONLY REVISIONS NOI DATE DESCRIPTION PROJECT INFORMATION PROJECT MANAGER: RJB DRAWN BY: AJF APPROVED BY: RJB DRAWING NAME: SSBS-CD-2015 PROJECT NAME SUNSET BLUFFS ON SUBDIVISION CE PHASES 6, 7, 87 10 FUQUAY VARINA WAKE COUNTY G 1/11'1T1 1 /1 11 11/11 11.1 A ■rm. f�AN HIm B 38 TE HOLLY SPRINGS 'HEMP s - NORTH CAROLINA 27540 1 B 2 II PUBLIC !tME N T_� DB. 11784, PG. 2769 ' _ = -�I PIN : 0658934778 -- n 211 SHEET NAME EROSION 39° CONTROL PLAN i DRAWING SCALE 1 "=50' PLAN SET r'r CONSTRUCTION DRAWINGS B DATE 12-21-2015 SHEET NUMBER r, — 9 LO T N U z & z J U) z O U LL Ca m H 2 O it a- 0 U 1' I. �♦ \ . �� I � DISTANCE 27 I . \ \� I I TRIANGLE (TYP) SSBNC, LLC �. � j • �• ' -."" I i PIN: 0658-74-7262 SUNSET B FFSk-. / ® DB: 15547 PG: 0215 `' f. / _ ` SUBDIVI N 11.1 i � - . / ♦ PRIMARY OPEN SPACE ZONE: R-10 1 /• SSBNC, LLC / :::'• :-:-:-::::::::::::::=:-:::.-::: / / �___ TOWN OF FUQUAY-VARINA ♦ _____�_ 50 NEUSE USE; RESIDENTIAL SUBDIVISION li /PIN: 0658-74-7262 :::.::::::::.:::::•:- j DB: 15547 PG: 0215 .:.:.:.:.:.:.:.:.:.:.:.' `-:-:- :-' ,' • �� `BUFFER C N � TION DRAWINGS CURRENTLY // ZONE: R -1b r/ �\ ,REVIEW) � I OWN OF• FUQUAY•-VARINA. I�y� CM -1 `�`♦ / / J/1/SE: - RESIDEN.TIAL SUBDIVISION :-:--:::.:.:.:.:::.:.:::...:. \ado BIORETENTION FACILITY - . �%` (G'¢�STRUCTION DRAWINGS CURRENTLY `N\o�W `� / / b IN REVIEW) I\\ _ � sEMENT B, A A % `� FS I/ �/ / ) I♦♦� \ UBL\C \3-"\ I,( J. R ♦♦♦� 4• \ \ 41 15 NELISE-/ 1%\ 25 SILT OPEN SPACE COMMON GREEN AREA SSBNC, LLC BM2014 PG 601 1 / 227 IPARIAN ZONE: R -15 g TOWN OF FUQUAY-VARINA /r� • , 16,638 S.F. 22b ♦ ♦♦ // f:::::::' i i / / 1z,9zo S.F.♦♦ USE: SINGLE FAMILY '4 30' PUBLIC) 2,. ♦ (CURRENTLY UNDER CONSTRUCTION) /� i / I / DR G' -/SEWER p 100- .AR . `♦ / I 1 EASEMENT 220 R50.0' 22G FL00 LAIN > ` ♦♦ ' /I .•.•....•.-.-.•.-.-.-.-.•.. 1 1 / p36.4• 840.0' JJ / 1 /� / \ 21,215 S.F. roo• a \♦ 100 -YEAR - / J l - L•'-••:•:-:•:::: :-: y r 13,136 S.F. 1 //" j A. . ......................'. 1 \ / < �• mo: 224 ��` FLOODPLAIN - SUNS > ET LUFF //� .'o.. _ . ` 1 I 4, ,� \` ` S DRIVE / ; :::°::::::'. / .l / < 13,088 S.F. " �` STOP //, I 1 I 4'_ d �� SIGN /' I F-...•.- '.'.- ..-.'.' .'._._. 0 / R'm, 9 838.0' 223 `" /i _ _ '. J.".'.'..'.'.'.'. Je'. ....'.'.•.-.:. Q 1823 J \ I I . Y A ,:..'.•...-.' -.-%%1..-.-.-.-.•:..%'. w \® e z. 14,012 S.F. ��` I / .:� 'r1. A1Ea_:- ° A43.Q725.Or sx A>, a, SE CHART ON L-1 FOR ._ ' .. .•. •. •..•.•. •:•:•:•:' :'C':': •:•:•:•:•: r 9Z, •>. 8777.5' �. I/ . :_;.:_'-: =' I 8764.5' NUMBERED ADJOINERS SUNSET BLUFF i . _. _•:•.•:.:=:•:. 02 229 , a P H �' E o e O ':`- - '' :: I �� . 16,778 S.F. " Ss• lyo q 222 CONTRA Co 3 SUBDIVISION 3 N 883857.8780 O / / of//____ :•.- , j / % 2 ?y 13,406 S.F. '2058585.0558 /,%, - 1 14,432 S.F. s B 38.4' -.: -:- I 8722.5' B g (D O O I j i 'B, 231 8735.5' 4- 1' WETLANDS .. ...... n 8750.0' - jl�=:= SCM -4 500 YEAR s . //// �/ / 14,340 S.F. ,tiro BIORETENnON 100 -YEAR FLOODPLAIN I / :FLOODPLAIN /' / ;•'•%•�'•' / ,6e a. 221 AgLITY ♦ CONTROL CORNER I r. a I N 883818.9725 . `.::::::: ' �. a 1 1 �� - �?e• 2 2 `o, 0,919 S.F. E 2059216.795 + / 3 •r- � + 1 j. J 1 / 14 306 S.F. . ... ... ... . ..... .:.. ............. ..................................................... ........................................................................... ASE + + + + o r 1 i 1 k S P 1 / oro' 'o. \ + + + + + .................................................................................. 220 + + + / 4s . 7 / 1 / •4' 2 �. / D• 33 .o. / / G 11 250 S.F. / / J 8527.5' 4 4 1 S.F. ............................................................................................................. / \ r � O 8514.5' _ \ o 21 / 3 8500.0' - D N - / / \/ � 825 0' - 1 �:.. 1°' n 825. Q 21 ` 11 711 S.F. m I / o ft277.5' � \ 1 . . .../a / r � SPEED I / sy 9 ........................... . / . . . .... ..... .... /:.!:: ... / 2 8264.5' _. _. ,• .......................................................................................................... 34 11.250 S.F. LIMIT SIGN +++++ ++++++ / 1 ............... ............ ........................................................................................................ *,>,. \ 8485.5' / / / 8250.0' R 0 .............................................................................................. .... r ................................................................................................................ / 20 PUBLIC\ 1' 5,459 S.F.S F o 7 . O R4 25 / / .�_ . 212 / / • / � o• -1.1.1100 -YEA - TI TY TPn - UTILITY EASEMENT. e R235.s• 1 O• 0 A l • ... _ .. .. - • -•. . . . .. ....... / --------- ---------- ---------- ....................................................................................................................... � '� I r � 1,.696 S.F. FLOODPLAIN � - ....................................................................................................................... Rzzzs a I > / ..................................................................................................................... 218 I 20' Pusu ./ - / . / ® - 825.0 r I . / - \ `� / / ----------- :.."::.:..:::.:..:::..:.:::..:.:::.:.:::.:.:::.:..:::.:..:::.:.:::.:.: ti9 214 N SEWER EASEMENT` _�- --'�---------- n .. .-:-:-' :-.::-' :-:-:-'-:-:-:-'-' / 12.738 S.F. J> r .............. _ r 13,966 S.F. r..... , / �Te. o < 2 O , r .............................................. ............................................................................ ': ,1 / / �' STOP SIGN o0 e \ , �� ............................................................................................................... ........: P ............................... .................. rq, / &STREET o 'S ` ��, .. .. ........................... . / / J m / / / 20' PUBLIC S NAME SIGNS 9 21 :.......................................................... -7 ..... ... /................................................................................. - ......... / /.................................................................................. Gti..................................................... �'F SEWER- ............................................................. .... ..........................................................................................'-.--.-...................................................................... r / ...... .. ... / S............................................................... �2'i) PRIVATE _._:......................................................................................... F_.................................................................. . / / _ S , T a 8357.5 12,528 S.F. EASEMENT I j „ . ... S :..:.:..:.:..:.:..:.: DRAINAGE / . /............................................................................ r • . . . . . . . . _ -.. ,.....:,...«:.:.:.:.:.:.:.:.:..:.:.�:.�.�:.�:.�.�:.�:.�._:.�:._.�':.�:.�:.�.�:.�:.�.�:._:.�.�:.�:.� 8344.5 4� ,\ / o , �,, q 394 0 216 r , , _ ...-................................................................................. ? O EASEMENT J 8330.0 hN 21 F ...................................................... .. .. ...................................................................... C/ -......................................... . 8315.5 G � • ... ..... 1 /.................................................................... ?9, R ........................... R25.0• .................:........ ............................................................................................ ...................................... 7 8302.5 I / 1% 1 R .0' ................ 2 �I ...............::.�: / pjl 9 / tt..........................................:.:::.:.:::.:..:::.:.:::.:.:::.:.�:::._:.�:::.�:.�:::.�:.�:::.�. .................. .... /395 .. . . . . . .. . . . . . . . . . / / .......:. .- ........................................................................................... .... .................. .... S 9 . . . . . . . . . . .. . . / .... ..... .. ....... ..................................................................................... r / / _.................................................................................. - .....::::::::"::: ? 14,954 S.F. ... ............... S � �: ;r � 825. ' \ k A 5• 1 4 ............ ... 15.3' r 1 1 I I . % /) 3 ..................................................................... / / / .. -.................................................................... A> 19 9 S ... �4 7• . .............. -J. 6 • � M 39 SC :._:..:.:..:.:..:._: J.'. 17,269 S.F. A s. 1 8 1 ((( \ .5' 1-1 2 / ......................................... PHASE 1 39� __ 5 I 1c q' ,2,082 S.F. 0 .I 14 667 S.F. STOP SIGN {{:'F.i'F.:'?: }}: i?: }}: }?: }F.i'i::'i:i'}: }}: }}: }}i?}: }F.:':{:' iii:':}}r:i'i::'}:'r:i'i::'}:'i:':'F.:'}:'::'}F.:':i'i:i'F.:':{': }:'F.:':'} . � S :....•....._ ........................................................:::i::'r}rir}::'i}r}ri::':}:iri:i'r::::.: - :._:. .... r & STREE i .•...•.•......:......... '� . I ..:..........................................,:.............. ..._........................................................: $ m. ' 4 :-::::.:.....`:".......�.�..�:.�.�:._:.�.�:. ...'.-:_-.'.'::.:..:.:..............�..�..�.�..�:.�.�:.�:.�.�:.-: 39 NAME SBIQS �' /.•_•_•_•_•_•_•_:_•_•_•_._•_•_•_•_•_•.• / `l ) \ ................. _•._.'::..:.:..:.:.�.�:.�:.�.�:.�:.�.�:.�:.�.�::: .....-.':::.�:.�.�:.�:.�.�:.�:.�.�:.�:.� are. '---- -- 777 a�� i 177 ISTING PL 6 211 11,388 S.F. 6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL FEMA FLOODWAY DRAWN BY: ..................................................... . y - - J is .' 2. 9 BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY RJB DRAWING NAME: .: a \ 01 a 3 LOCATING SERVICE 4 HOURS PRIOR T DIGGING. 1-800-632-4949. OC G S C 8 OU S 0 0 3.042 S.F. 7. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF FU UAY-VARINA SHALL BE Q loo -YEAR FLOODPLAIN JJ •J• MAINTAINED BY THE SUNSET BLUFFS HOMEOWNERS ASSOC. M & FEA SPECIAL FLOOD 8. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY MITCHELL HAZARD AREAS (ZONE AE) s R2s.o' ENVIRONMENTAL, PA. o• A39• m 9. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE AS SHOWN ON FEMA N____ 7 ,s -o• FIRM #3720065800J, DATED MAY 2, 2006. FEMAZ NEX O :'}r'!':r}::'}::{':':F:'}:}}:}}:}}:}?:}F:'}::'}:}}:}}:}}:}}:}}::':'::':' 10. SEE COVER SHEET FOR ADDITIONAL NOTES APPLYING TO THIS PHASE OF THE PROJECT. FUTURE CONDITIONS :.:..:.:.._:.:._._' . .:.".C^:: : R2: }:}:r:.:':...........F:':........}:F:':. }:.....:: 02 ::::.:::::::.:::::::.:.::"::..::' �.::"{.::.::._ ::.}.:.::....::.:}::.::.:}.:.::.::.::.::....::.::....::.::....: .p S70P . N o 11.ONLY AREAS SHOWN OUTSIDE OF THE GRAY AREA AND ANY CALLED OUT EROSION CONTROL @� & STREE X266 S.F. 4r...: e.,: MEASURES ARE TO BE CONSTRUCTED WITH THIS PHASE. OPEN SPACE .. ..:..:.....::..:::.....::.:.::..::. NAME SIGNS 'o• R25.0' }:}''`.':S':}::r:}}:}}:}F:'F:'}:}}:}?:}}:}?:}F.:'i::':{:'}:}' 303 y }}:':{:'}:{...''; }}:{:. . } . :':: }: }:.....:iri::'i:'riri::'i:'r:'ri::'i:'r:'ri::'i:'ri.,.,: } 7/ 014 S.F. o '!:'1'f:'!:' :'::'::':: ..:'��•.'.'!:.,.:::'!:'::'::'f:'!:'::'::'f:'!:'::'::'f:'l:.,:.,.,:.'l:.,:.,.*:.'!::':.:--- �0. ,. 210 11,130 S.F. 209 EASEME 8,967 S.F. 208 8,226 S.F. SCM -2 WET POND FACILITY PHASE 6 88,029 S.F. AMENITY CENTER MAIL KIOSK _ & STREET O NAME SIGNS 825 i22 S.F. .?, R25.0' R25.0' 206 9,803 S.F. 205 8,083 S.F. 204 9,091 S.F. nye, 203 12,287 S.F. )egy 202 10,744 S.F. .AS E 201 9,899 S.F. 7> .1. 200 8 848 S.F. 7 9 9>Oo• 8,160 S.F 61.0' 56.0' 5.0' 0 ELVA C. RANSDELL, HEIRS ET AL D.B.9568 PG.36 BOTH LANES DOUBLE CURVE WITH 1000' RADIUS NEW 110' ROW EXISTING 60' ROW & 24' ASPHALT ROAD 100' 1d7 1 [3& f CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 t,,,, IIl1 104 174 173 ;'®:-jssio4;'? QeIZ / � z--:�w' 17 = SEAL - : 27i - i `` `� "',", r1-'%"J�\e\ ssg, FINAL DRAWING FOR REVIEW PURPOSES ONLY / REVISIONS INOI DATE I DESCRIPTION PROJECT INFORMATION PROJECT MANAGER: RJB DRAWN BY: AJF APPROVED BY: RJB DRAWING NAME: SSBS-CD-2015 'I____ f PROJECT NAME i SUNSET BLUFFS AMENITY T IS SHOWN SUBDIVISION REFERENCE ON PHASES 6, 71 81 10 / 0 e FUQUAY VARINA WAKE COUNTY NORTH CAROLINA OWNER/DEVELOPER SSBNC, LLC P.O. BOX 38 HOLLY SPRINGS NORTH CAROLINA 27540 - c-1 DB. 117 4 P . 27 8 , G 69 PIN : 0658934778 SHEET NAME SITE PLAN OVERVIEW DRAWING SCALE 1 "=100' PLAN SET CONSTRUCTION DRAWINGS DATE 12-21-2015 SHEET NUMBER C-1 0 I ■ ' 0 100' 200' SCALE: 1" = 100' I