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Home My WebLink About20140574 Ver 3 _Impact Maps _20160118LO O N U z c� z J rn z O U LL 06 CIO 2 0 d O 0 Q4 RJB DRAWN BY: AJF APPROVED BY: RJB 4 4 01 ; SSBS-CD-2015 n• 00 1 i i j \ +1 MN uj VCr _ ' X*'w \ Q �o \\ fV z - I 4 _> '� + o a \\ \\ \\ subset el`uffs � Q -b - \ \ o \ ` \ nno Cr` LLJ \ ,- ERMAN LL_ NT -all I SFo \ \ \\ \\\ �'� °s;et Bluffs, Sales Center ■ 50' 25' 0 50 STREAM BA K• I \ \ �- IMPACT LOCATION i SCALE: 50' ZONE 1: 8 3 SF \ I � ` ,� \\\\ \\ ��/ � � tl y �� y ��+� �� = � I " ,ZONE 2. 4 71 SF �. I o ` , •^ I o J N \ \\ 00 Vol O Z (�\�� N 0 L E LL \ .-•' • - `` Sunset Bluffs` COU II= A- N ■ -- 12 • m 9j,w + PC13+15 7 .. • '� �� J w PT1 _ r 46 - e -' � 111 111, F- 0 Z $ '� '' VICINITY MAP NOT TO SCALE �� 1 I 1 1 QQw , , -�o ,� c LIJ m 11 ��Q o ' • O ' I' Lr-., _ 1 w \ �• x U rp I i w. TIN (n a 1 < ' • \ 1 O J 55.0' RIGHT OF WAY 29.0• ENVIRONMENTAL LEGEND I I1 Rill- l �^ 1 1 1 1 1 h . 11 nj� 1.0' 5.0' 7.0' SIDEWALK UTILITY STRIP 12.0' 12.0' 13.0' WETLANDS • �• (` ' Z 1 1 1 I ' 4. 7 C �,`'� / • MM � W / .. I I 1 \ \ , 1 , N �� `/ 1 1 11 S$ 1 1 X 2.060 4.160, �V, •j,'1 4.160% 1.080% 2.080% ?°7 5o' NEUSE RIPARIAN \ � / " O i✓ \ \ \\ \-.'-2 � BUFFER \ / / �\ ♦ , I & GUTTER UTTER OPEN SPACE STANDARD STREET SECTION GENERAL PROJECT NOTES: - I J H J - DRAWING NOT TO SCALE - 1. STREET LIGHTING TO BE PROVIDED ACCORDING TO TOWN REQUIREMENTS. 2. ALL NEW UTILITY LINES MUST BE UNDERGROUND. 3. A PRE -CONSTRUCTION MEETING WITH THE TOWN OF FUQUAY-VARINA AND NO WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION. O 4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF FUQUAY-VARINA STANDARD 410 W J L41p O_ O W J O 00 O O_ SPECIFICATIONS AND CONSTRUCTION DETAILS. 5. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2015, I Z CD _ N Z O O M AND IS IN NAD 83 COORDINATE SYSTEM. N 0O c0 6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL (n + g Ln O r- (n + g 01 n BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY cn 4 00 c6 r- 00 r1_r� .. 1`0390 390 LOCATING SERVICE 48 HOURS PRIOR TO DIGGING. 1-800-632-4949. - Q r1_ .. - IL_. 1- - - - -- 7. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF FUQUAY-VARINA SHALL BE O Q F- cl� Z U O Q �d p Q MAINTAINED BY THE SUNSET BLUFFS HOMEOWNERS ASSOC. 8. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY MITCHELL 405 d N � O0 Z d F- L0:1;2 Z Z � 0000 ENVIRONMENTAL, PA. I O 0 O 9. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA II Q _J (D FIRM #3720065800J, DATED MAY 2, 2006. l! (0 O o w O Ir F--+ J O �+ w+ UTILITY NOTES: ,� o 1`06 O w N � 1. WATERLINE TO BE PROVIDED WITH MINIMUM T COVER TO SUBGRADE. + 00 '~ M + + z 2 O O ~ aa 2. WATERLINE TO BE LAID AT LEAST 10' FROM EXISTING/PROPOSED SEWERS. 4 0 0 .- i O O O F --Q O In l- m m l- CD (n U D C/)4. 3. WHERE WATERLINE AND SEWERLINE CROSS, A 18" CLEARANCE IS REQUIRED. WHERE WATERLINE AND STORMLINE CROSS, A 12" CLEARANCE IS REQUIRED. O a LaJ U Q Q 5. WHERE STORMLINE AND SEWERLINE CROSS, A 24" CLEARANCE IS REQUIRED. H J w �.I 6. STORMLINES MUST HAVE 2' OF COVER TO FINISHED SUBGRADE IN ROADWAYS (� W (n Cf)m DO AND 1' OF COVER TO FINISHED GRADE OUTSIDE ROADWAYS. W J O U (o. 380 380 7. SEWERLINES TO BE PROVIDED WITH MINIMUM T COVER TO SUBGRADE. _ 8. MANHOLE TOPS SHALL BE V ABOVE FINISHED GRADE WHEN OUTSIDE THE ROADWAY 0-0- z O RIGHT OF WAY. 9. SEE ADDITIONAL C-900 SEWER INSTALLATION NOTES ON DETAIL SHEET D-1.4. 395 I - w W _ Z Q Q a m 60 RCP � 0 c = 110.0' L.F. � `4 34i = I w 390 8 pip 4,) b- I � T-0 F SAG TA. 13+22.80 00 370 370 F �, Q`I SAG ELEV, 380.39 E• STREAM INV. 368.E' 385 �% oo 60"RCP INV. 367.8 O N ��0 /INV. STREAM 366.2 60"RCP m INV. 3672' U 380 wo o CULVERT CROSS SECTION CO z m 360 BEN ATH GLADE MILL ROAD 360 > cn F-- 66.08 LF w m X 8' PVC o i0 375 = w @ 0.4;5.x' CID Cnn � co CO r 06 CO CO X wQ _ _ IL U 0+00 0+50 1+00 1+50 2+00 O F_� _ 18 RCP oCn 370 w w OP. 110 LF SINGLE 60" .RCP BURIED 12" BELOW STREAM INV INV#2(UP): 368.8-12"=3617.8' INV#1(DN ): 366.2-12"=35.2' (0 (_0 r-0') -It Lnm Lnro -m -ItC111r__P') On 1`7 Ln Ln 00 r7 r N N 00 Ln Ln 00 00 c0 Ln rn Ln N O r- r- r- r- r - r- 00 r- rn r- 44 ON 0)0 1� O4 N 1`60 1�0 N 44 CO1_� -O 4r7 corn rnrn rn m m O 00 0) 00 00 r__ 00 r- 00 r__ 00 r__ 00 00 00 00 00 00 00 rn rn m O rn rn 1`0r7 r)m nr7 VD ID !`�� ff7) r-)I"D n1`0 Mm nN-) Mm nrn r r7 r-) V) r7 r7n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 E) Vr CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 :q S744 2744F N:1 fill , 11110"I\ FINAL DRAWING FOR REVIEW PURPOSES ONLY REVISIONS N6 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, 87 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 PLAN & PROFILE GLADE MILL COURT DWQ IMPACT MAP DRAWING SCALE HORIZ:1 "=50', VERTICAL:1 "=5' PLAN SET CONSTRUCTION DRAWINGS DATE 12-21-2015 SHEET NUMBER DW -1 in �I FA T TAL: 1, & 148-2 1 IN WIN -= W01NO T - VN 00 00 00 CD Z of \ \ 1 Q Q O ,i oCN Jill \ I ♦ \ \\ \\ \\ -'I ' I �I I U I V N w SHRIMP ILI SUNSET BLUFFS PHASES 6/7/8/10 EXHIBIT - STREAM IMPACTS 55'ROW WITH 29'B -B ROADWAY + DECEMBER SHEET 1 OF 2 • I SCALE: 1 50' .o - I • � l !` -r \0 15& CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 ,,ti++l+err+r GAfi.. :QQ SQL - 74.4 fk ILL. • ENVIRONMENTAL LEGEND I I WETLANDS • �r IW I I i 50' NEUSE RIPARIAN BUFFER Iz I II OPEN SPACE in �I FA T TAL: 1, & 148-2 1 IN WIN -= W01NO T - VN 00 00 00 CD Z of \ \ 1 Q Q O ,i oCN Jill \ I ♦ \ \\ \\ \\ -'I ' I �I I U I V N w SHRIMP ILI SUNSET BLUFFS PHASES 6/7/8/10 EXHIBIT - STREAM IMPACTS 55'ROW WITH 29'B -B ROADWAY + DECEMBER SHEET 1 OF 2 • I SCALE: 1 50' .o - I • � l !` -r \0 15& CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 ,,ti++l+err+r GAfi.. :QQ SQL - 74.4 fk • I I • �r I i in �I FA T TAL: 1, & 148-2 1 IN WIN -= W01NO T - VN 00 00 00 CD Z of \ \ 1 Q Q O ,i oCN Jill \ I ♦ \ \\ \\ \\ -'I ' I �I I U I V N w SHRIMP ILI SUNSET BLUFFS PHASES 6/7/8/10 EXHIBIT - STREAM IMPACTS 55'ROW WITH 29'B -B ROADWAY + DECEMBER SHEET 1 OF 2 • I SCALE: 1 50' .o - I • � l !` -r \0 15& CONSULTING 2805 Tobermory Lane Raleigh, NC 27606 Phone No. (919) 618-0180 License No. C-2149 ,,ti++l+err+r GAfi.. :QQ SQL - 74.4 fk 395 390 390 390 0 /p F 385 O, 0 m U 380 0 0 J C7 m Z_ j cn F-� m Q (n m\ 375 � w x< wQ LL- 0 �o o� 370 w w C-0 Q0 m m Ln LO 00 N N 00 LC) 00 00 t --t ON OHO 1,- 1,- <0dt N� � � O � 00 07 00 Go Cv 10+00 10+50 11+00 11+50 12+00 12+50 SAG STA, 13+22, 80 SAG ELEV. 380. 39 NI e1 00 u7 co Ln N Q Cn 60" RCP 110.0' L.F. .e — 370 370 18" RCP PROP. 110 LF SINGLE 60" RCP BURIED 12" BELOW STREAM INV INV#2(UP): 368.8-12"=367.8' INV#1(DN): 366.2-12"=365.2' Lnrl 60"RCP -j- C-1 C-C)L LO NO r90 ISO N I-- 00 r` 00 00 360 BENEATH 13+00 13+50 14+00 e1 00 u7 co Ln N Q Cn 60" RCP 110.0' L.F. .e — 370 370 STREAM INV. 368.8' 60"RCP INV. 367.8' STREAM INV. 366.2' 60"RCP INV. 365.2' CULVERT CROSS SECTION 360 BENEATH GLADE MILL ROAD 360 �r �i 0+00 0+50 1+00 1+50 2+00 00 --� r 14+ SUNSET BLUFFS PHASES 6/7/8/10 EXHIBIT - STREAM IMPACTS CONSULTING 2805 Tobermory Lane 55' ROW WITH 29' B -B ROADWAY Raleigh Phone No. 618-0180 (27606 (91199) License No C-2149 DECEMBER 21, 2015 rroj SHEET 2 OF 2 .3.08076 2 060x 4.160% • -2 IMPACT LA, (UTTER ABC Ac GUTTER LOCATION STANDARD STREET SECTION — DRAWING NOT TO SCALE — VICINITY MAP - NOT TO SCALE 0 50' 100' SCALE: 1 " = 50' `tyti� CARp,�`'�.,; SEAL. - 274-4 - -,,7,� MGi1�E.••� J'Rrrrrt,j+rte