NCC233194_Site Plan or Location Map_20231025

BENTWINDS BLUFFS SUBDIVISION
PHASES 4 & 5
TOWN OF FUQUAY-VARINA
WAKE COUNTY, NORTH CAROLINA I -
CONSTRUCTION DRAWINGS
TOWN OF FUQUAY-VARINA PROJECT # SUB-CD-2021-161
ist SUBMI l iAL 10 IOWN OFi-UQUAY-VARINA: DECEMBER 16, 2021 V ' ,
2 ` UBMITTAL TO IC' - `6 -
3rd SUBMITTAL TO TOWN OF FUQUAY-VARINA: MAY 16, 2022 r
"THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
FOLLOWING PLANS,AND THE STANDARD SPECIFICATIONS OF THE TOWN OF DRAWING INDEX C6.3 FORCE MAIN PLAN AND PROFILE
FUQUAY-VARINA.THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW
CERTIFIES THAT THE STANDARD SPECIFICATIONS OF THE TOWN OF C6.4 SANITARY SEWER OUTFACE PLAN AND PROFILE
FUQUAY-VARINA HAVE BEEN THOROUGHLY CHECKED AND ARE APPLICABLE TO CO.O COVER SHEET VICINITY MAP 4f-
THIS PARTICULAR PROJECT.ANY EXCEPTIONS TO THE STANDARD C6.5.1 OLD MILLS RD CENTERLINE PLAN AND PROFILE
SPECIFICATIONS APPLICABLE ARE SHOWN ON SHEET N/A6.6 OLD MILLS ROAD CROSS SECTIONS
OF THESE DRAWINGS" CO.CO1 CIVIL NOTES SCALE: 1"=1000'
C1.0 EXISTING CONDITIONS PLAN C6.7 OLD MILLS ROAD CROSS SECTIONS
REZONING CONDITIONS OF APPROVAL C2.0 DEMOLITION PLAN C7.0 SITE AND STREET DETAILS I
CASE#REZ-2020-13 C3.0 OVERALL SITE LAYOUT C7.1 SITE AND STREET DETAILS II
1. ALL LOTS TO HAVE ONE(1)SINGLE FAMILY DETACHED DWELLING. C3-1 PARTIAL SITE LAYOUT I C7.2 WATER DETAILS
2. VINYL SIDING IS NOT PERMITTED.VINYL WINDOWS,DECORATIVE ELEMENTS,AND TRIM ARE PERMITTED. C3.2 PARTIAL SITE LAYOUT II C7.3 SANITARY SEWER DETAILS
3. NO UNIT SHALL BE CONSTRUCTED WITH AN EXTERIOR ELEVATION AND COLOR PALETTE IDENTICAL TO THE UNIT ON C3.3 SIGNAGE AND STRIPING PLAN
EITHER SIDE OR DIRECTLY ACROSS THE STREET. C7.4 STORM DRAINAGE DETAILS I GOVERNING AGENCIES:
4. ANY SIDE OR REAR FACADE ADJACENT AND VISIBLE FROM EXISTING PUBLIC ROW SHALL HAVE EITHER A COVERED C3-4 OLD MILLS ROADWAY IMPROVEMENTS/ C7.5 STORM DRAINAGE DETAILS II PLANNING/ZONING/LANDSCAPE: STORMWATER
OR ENCLOSED FRONT OR REAR PORCH,OR DECORATIVE TRIM OR SHUTTERS AROUND ALL WINDOWS. TOWN OF FUQUAY•VARINA TOWN OF FUQUAY-VARINA
C3.5 OLD MILLS ROADWAY IMPROVEMENTS II L1.0 LANDSCAPE PLAN PLANNING DEPT. ENGINEERING DEPT.
5. MINIMUM OF 24'MASONRY MATERIAL AT THE BASE ALONG THE FRONT FACADE AND SURROUNDING ENTRYWAY,
6. GARAGE DOORS SHALL CONTAIN WINDOWS,DECORATIVE DETAILS,OR CARRIAGE STYLE ADORNMENTS, C4.0 OVERALL UTILITY PLANFUQUAY-VARINA,NC 27526 FUQUAY-VARNA,NC 27526
L2.0 LANDSCAPE DETAILS • 919-753-1870 919-753-1869
L T. EACH UNIT SHALL HAVER FRONT DOOR WITH A MINIMUM OF 25%GLAZING,TRANSOM„OR DOOR SIDELIGHT. C4.1 PARTIAL UTILITY PLAN/ EC1.0 EROSION CONTROL PLAN - INITIAL PHASE CONTACT:Ms.PAM DAVISON CONTACT:MR.CHARLES PHILLIPS
C4.2 PARTIAL UTILITY PLAN II EC2.0 EROSION CONTROL PLAN - CONSTRUCTION PHASE • ENGINEERING EROSION CONTROL:
C4.3 ENLARGED PUMP STATION PLAN . TOWN OFENGIN ERFNG DEPT.UQUAY-VMINA ENGINEERING ERING DEPT.
OF 134 N.MAIN ST. 134 N.MAIN ST.
�INA
EC3.1 EROSION CONTROL DETAILS I
C5.0 OVERALL GRADING AND DRAINAGE PLAN EC3.2 EROSION CONTROL DETAILS II F QUAY-VARN A,NC27526 FUDUAY-VARN A,NC27526
i C5.1 PARTIAL GRADING AND DRAINAGE PLAN/ EC3.3 EROSION CONTROL DETAILS/// CONTACT MR.MATTHEW B.POLING,PE CONTACT:MR.CHARLES PHILLIPS
C5.2 PARITAL GRADING AND DRAINAGE PLAN 1/ EC3.4 EROSION CONTROL DETAILS IV US ARMY CORPS OF ENGINEERS(USACE)
USOFFICE
C5.3 SCM PLAN& SECTIONS EC3.5 EROSION CONTROL DETAILS V 3310E ERTA E TEIGHFRADE DR.SUITE 105
C5.4 SCM PLANTING PLAN SW1-0 PRE DEVELOPMENT DA MAP slsss4-4554 ,Nc27se7
C6.1.1 FAIRWAY VIEW DRIVE PLAN AND PROF/LE/ CONTACT:MR.JAMESLASTINGER
SW1-1 POST DEVELOPMENT DA MAP
C6.1.2 FAIRWAY VIEW DRIVE PLAN AND PROFILE II SW1-2 CATCH BASIN& YARD INLET DA MAP
w QUANTITY TABLE QUANTITY TABLE C6.2 EAGLE SHOT COURT PLAN AND PROFILE UTILITY AGENCIES:
WATER&SEWER NCDENR-DWG SEWER
ITEM I UNITS ITEM UNITS TOWN OF FUQUAY-VARINA NCDENR RALEIGH
y PUBLIC UTILITIES DEPT. REGIONAL OFFICE
PHASE FOUR PHASE FIVE
1415 HOLLAND RD. 3800 BARRETT DRIVE
i 6"PUBLIC WATER LINES ' 151 LF 6'PUBLIC WATER LINES 34 LF FUQUAY-VARINA,NC 27526 RALEIGH,NC 27609
8"PUBLIC WATER LINES 982 LF 8'PUBLIC WATER LINES 374 LF / '' : 1 919-567-3911 919-791-4232
6 / �30' L ' CONTACT:MR.MICHAEL WAGNER
8'PUBLIC SEWER LINES 613 LF 8'PUBLIC SEWER LINES 537 LF / FRONTLLL��T -I [ FRONT30-1
2.5"PUBLIC SEWER FORCE 2.5"PUBLIC SEWER FORCE / NCDENR-PUBLIC WATER SUPPLY
o MAIN 765 LFMAIN 0 LF NCDENR DIVISION OF WATER RESOURCES
15"STORM DRAIN LINES 845 LF 15"STORM DRAIN LINES 198 LF RALEIGH REGIONAL OFFICE
11
I Land Owner: Developer: Surveying: Civil Engineering: 3800 BARRETT DRIVE
18"STORM DRAIN LINES 280LF 18"STORM DRAIN LINES 514 LF woRALEIGH,NC 27609
PI rn 24"STORM DRAIN LINES 118 LF 24'STORM DRAIN LINES 0 LF 8 w " 919-7914232
E 30"STORM DRAIN LINES 68LF 30'STORM DRAIN LINES 0LF 18' Bentwinds Massengill, LLC J.Wayne Massengill Mauldin-Watkins Surveying, PA The Curry Engineering Group,PLLC
I6600 Brookshire Drive P.O.Box 444Projects shall be constructed according to the Standard Specifications and
36"STORM DRAIN LINES 0 LF 36'STORM DRAIN LINES 0 LF 1�8' 8'---I - $�09 Woodcrest Ct. NC License#P-0799 Details in effect at the time the project receives Town approval for
REAR REAR Fuquay-Varina,NC 27526 Fuquay-Varina,NC 27526 1301 W.Broad Street PO Box 2018 ry construction.The Contractor must have a complete set of stamoed plans
m 50'RIGHT OF WAY ROADWAY 1,135LF 50'RIGHT OF WAY ROADWAY 401 LF L_ _I FUQUAY-VARINA
8'� f 919.552.7650(v) Fuquay-Varina,NC 27526 205 S.Fuquay Ave and specifications on the jobsite any time work is being performed.Stamp
w SIDEWALK 2,476 LF SIDEWALK 584 LF 30'- �30' 919.557.5333(f) 919.55-Vann APPROVED FOR COMPLIANCE shall be affixed to plans below:
W. I Fuquay-Varina,NC 27526 These plans have been approved for compliance wnh the Tow,
W 0 arc
CURB&GUTTER 3,007 LF CURB&GUTTER 864 LF CORNER LOT STANDARD LOT 919.614.2909(c) Contact: Wayne Mauldin,PLS 919.552.0849(o) Code of Ordinances U Standard Specificalians 8 Constroctlo-
I slalemenls d conditions hereby Incorporan;
m STREET SIGNS 2 STREET SIGNS email:JWMBuilders@ncom 910.624.5215(m) Detail by ret r ce
i REGULATORY SIGNS 3 REGULATORY SIGNS 1 1 TYPICAL BUILDING SETBACKS Contact:Wayne Massengill Contact:Andy Petty,PE Sgnatur tot161C1)C.oA/l Date 5/1a/1i
1 SIDE PATH 0 SIDE PATH 0 C0.0 SCALE:NTS [e-mail]
g
REVISIONS PROFESSIONAL'S SEAL CONSULTANT CLIENT
1 1/11/2022 NCDOTCOMMENTS J.Wayne Massengill S 2 3I1412022 TOFVINCDOTCOMMENTS I'�r y g CONSTRUCTION DRAWINGS
3 6/16/2022 TOFVINCDOTCOMMENTS/FINAL •
V 4 �� ,t ENCiN 6600 Brookshire Drive
LL C urr FF T(9t91552-0849 zossF"ommAron q Y
a • y EgT o �a F ro,9,aazaaa w"x v,nne,s COz as9 91 ua 7650( NC 27526 BENTWINDS BLUFFS SUBDIVISION - PH. 4 & 5
�a .
s STATUS 36823 z ,zi 919.552.7650(v)
9 FN 0?•`a NeN CAR,' 919.557.5333(f)
'' RELEASED FOR CONSTRUCTION ,A .GIN K• ENGINEERING 919.614.2909(c)
�Fw S NC LIE N0 P.0790 COVER SHEET
pk DATE:DECEMBER 9,2021 HORZ.SCALE:N.T.S Contact:Wayne Massengill
9S FILE NO.2020.055 ORIG.SHEETSIZE:24X38 D5/17/2D22 email;[e-mail] I CO,O