NCC233437_Site Plan or Location Map_20231120

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1012 Moss Road CONTACT INFORMATION W OAS®
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Wake County, NC 27597 DOUGLASKSAULS mmo
CONTACT: DOUGLAS K SAULS 'x �'I�.itl°i
ADDRESS: 1016 MOSS ROAD ao Pi a a I
ZEBULON,NC 27597
VICINITY MAP 0 PIN #: 1794738984CIVIL ENGINEER:
AIKEN&YELLE ASSOCIATES,PA
HAROLD Type: Cluster Subdivision CONTACT: 3755BEN
N YELLE
ADDRESS: BENSON DRIVE
RALEIGH,NC 27609
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GENERAL NOTES: PHONE: [phone]
1. ALL HEK AND MATERIALSITIONSHALL THE CONFORM CAROUNA TO THE LATEST EDITION TF THE WAKE COUNTY DESIGN ISPS AND TIONS FORS Subdivision Number: P LG-0 0 3 0 52-2 021
ROD THE LATEST ET RES OF ESS OTREH ISEI DEPARTMENT TRANSPORTATIONDESIG (NCDOT)STANDARD SPECIFICATIONS FOR SURVEYOR:
ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE WAKE COUNTY DESIGN GUIDELINES AND STANDARDS MANUAL. AIKEN&YELLE ASSOCIATES,PA
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO NCDOT STANDARDS IN ORDER TO BE DEDICATED PUBLIC CONTACT: HAROLD A.YELLE m
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RIGHT OF WAYS. o n st ru ct i o n Documents ADDRESS: 3755 BENSON DRIVE '2'. N
3. ALL CURBS SHALL HAVE A 5'-0"RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED.A R/W SHALL HAVE A 20'RADIUS RALEIGH,NC 27609 i N
UNLESS OTHERWISE NOTED. - -
PHONE: [phone]
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4. DEVELOPER WILL PROVIDE STREET SIGNS PER NCDOT STANDARDS. z Y
w 5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. Submittal: 07/17/2023 a :Ri C
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.FURTHER REQUIREMENTS MAY BE MADE BY NCDOT.
7. NON-STANDARD ITEMS(I.E.: PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT OF WAY REQUIRE ENCROACHMENT AGREEMENT WITH
NORTH CAROUNA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ANY AND ALL ENCROACHMENT AGREEMENTS.
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I.AT 28 DAYS AND SHALL COMPLY WITH SECTION
1000 OF THE NCDOT STANDARD SPECIFICATIONS.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND Sheet Index _SHALL BE FOUR(4)INCHES THICK,CONSTRUCTED ON AN ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK CROSSES A
DRIVEWAY IT SHALL BE SIX(6)INCHES THICK. Sheet Number Sheet Title
9. ALL CONCRETE SHALL BE CURED WITH 100%RESIN BASE,WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.
SPECIFICATIONS C-309,TYPE 1,APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. \ / I II I / \ \ / // / \
C-1.0 Cover Sheet
10.ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO / N --- Plat
PREVENT EROSION. \ /
11. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL,OR \ / I I / \ V / / I C-2.0 Existing Conditions
MATERIAL
OTHER SHAL�NABLE HAVE NO TERIAL NDENCYID 0 OWMATERIAL SHALL BE OR BEHAVE INAAABLE OF PLASTIC MEING COMPACTED ANNER UNDER THEYTAMP NGNICAL BLOWSEORS AND THE
PROOF ROLLING. \ - \
_ _ �- J. i _ 1 1 / C 3.0 Site Plan
12.IALLLDTRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS \\\\\� C-4.0 Grading and Storm Drainage Plan W
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13.ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER �� l\\.. I C-4.1 Road&Water Line Profile-Woodriver Dr
TEST. 1 \ '\ r I _ \�2 Ail
14.ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE JURISDICTION. \ -I I JT I _ - \ Q C-4.2 Road&Water Line Profile-Woodriver Dr&Agio Ct
_ -- -- _ -- -- _ - --- -- -- �� W A o N
15.CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALL \ � - ------ -------------- 711------I-jj
0�p fD� C-4.3 Road&Water Line Profile-Sauls Meadow Lane
PLACE AND MAINTAIN SIGNS,DANGER LIGHTS,BARRICADES,AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ? �1ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.). \ C1.1,o y C-6.0 Water Distribution&Septic Soil Analysis PlanW
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16.SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER - Z / C-7.0 Erosion Control-Phase 1
TEST.THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND UGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE Il� Q/ Q
CURING COMPOUND.TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE(5)FEET AND EXPANSION JOINTS II I L / / / / C-7.1 Erosion Control-Phase 2
AT INTERVALS NOT MORE THAN 45 FEET.THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4"PER FOOT. /
17.THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY.THE - // / C-8.0 Site Specifications&Details
SIDEWALK SHALL BE NO LESS THAN SIX(6)INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN,EXCEPT THAT THE
CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB. I / ,/(//E C-8.1 Erosion Control Details
W t I r \
18.IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR I �\ . /' J ✓/ \\ /-
INTERSECTIONS.THESE REQUIREMENTS WILL BE ESTABUSHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. \�� / / \/
19.UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT - � I •` // � I I \
LESS THAN 75 \
PLANT ATERALLSGFROM THE ORDINANCES APPROVED PLANT UST CLEARED FOR SUCH UTIDTY LINES SHALL BE REPLANTED WITH - �\ /// /7 // jJ /--"/' \ \\ EROSION CONTROL, STORMWATER
20.NO BUILDINGS,PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS. / �j I l IT-�j
/ y� AND FLOODPLAIN MANAGEMENT
21.THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION l �� \L���j / W / /'- • ------
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EXISTS. n �7�
THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF W I� / / APPROVED
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THIS SECTION. /
22.UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD. '1 �jl7. / 1 1{//
23.SUBSURFACE DRAINAGE FACIUTIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. / \ �. / ' y / / EROSION CONTROL
MGMT.❑ S-
24."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO / \ ��- - / ff / STORMWATER R ❑ S-
SUSUBDIVISION BDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY /,• \\\\• \-N\
25.CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
7' FLOOD STUDY ❑ S-
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. \\ DATE
26.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES l • /
AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. \\•\•�\\ III /
27.HIGH-DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST \ / courvn ENVIRONMENTAL CONSULTANT SIGNATURE Z
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBUC STREET RIGHT-OF-WAY. • '""""
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28.ALL ROAD IMPROVEMENTS ON MOSS ROAD AND AGIO COURT ARE TO BE COORDINATED WITH THE WAKE COUNTY PLANNING \ / FrECnve O C.)-
DEPARTMENT PRIOR TO CONSTRUCTION. r k Z
29.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE 4 1,71
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. I . ^
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30.THE DEVELOPER SHALL CONTACT THE WAKE COUNTY PLANNING DEPARTMENT TO IDENTIFY ANY CONFUCTS WITH TRAFFIC \, A A
SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR r
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ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER. hl/I F-II
31.DEVELOPER TO CONTACT NCDOT DURING SITE PLAN PREPARATION TO DISCUSS STREET UGHTING REQUIREMENTS,IF ANY,FOR THIS oFESS/py ail .
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REQUIREMENTSCT. FORCOORDINATEINSTALLATION.WITH
DUKE ENERGY AND NCDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,UGHTING LAYOUT AND = �Q CAI "fll a O
32.A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM 24951
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. 4 124
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632 CALL 811 OR 1-800-632-4949N.C.ONE-CALL CENTER
IT'S THE LAW!
06-2823
GRAPHIC SCALE
,D1100 200 400 800
(IN FEET)
1 inch= 200 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED. SHEET C-1.0