NCC214129_Site Plan or Location Map_20210715

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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF ROLESVILLE STANDARDS AND SPECIFICATIONS o
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SYMBOLS AND ABBREVIATIONSCOBBLESTONE .SHEET INDEX 0
0
COVER 1=
a
ABC AGGREGATE BASE COURSE EXISTING CURB INLET C0.1 EXISTING CONDITIONS & DEMOLITION PLAN LLB
ALUM ALUMINUM ❑ EXISTING GRATE INLET/YARD INLET
o AST2 ALUMINIZED STEEL -TYPE 2 EXISTING FLARED END SECTION VILLAGE C1.1 SITE PLAN J
J
B-B BACK TO BACK
EXISTING FIRE HYDRANT C2.1 UTILITY PLAN
A BLOW -OFF BLOW-OFFASSEMBLY >a o EXISTING BLOW -OFF ASSEMBLYMIXED USE DEVELOPMENT >a EXISTING GATE VALVE ♦^
C3.1 GRADING AND DRAINAGE PLAN Lu
C&G CURB AND GUTTER > EXISTING REDUCER J
CFS CUBIC FEET PER SECOND 0 EXISTING WATER METER o
CI CURB INLET
OS EXISTING SAN SEWER MANHOLE TOWN OF ROLESVILLE, WAKE COUNTY NORTH CAROLINA c3.2 BMP DETAILS �
CL CENTER LINE a EXISTING CLEAN OUTC3.3 EROSION CONTROL PLAN - STAGE 1 LL
roi EXISTING POWER POLE
CMP CORRUGATED METAL PIPE o
EXISTING TELEPHONE PEDESTAL
C3.4 EROSION CONTROL PLAN - STAGE 2 Z
CO CLEAN OUT EXISTING AREA LIGHTCONSTRUCTION DRAWINGS COM COMMUNICATION EXISTING SIGN C3.5 EROSION CONTROL DETAILS
CONIC CONCRETE u NEW CURB INLET O
■ NEW GRATE INLET/YARD INLET TOWN OF ROLESVILLE PROJECT NO.
C3.6 EROSION CONTROL DETAILS
DCV DOUBLE CHECK VALVE NEW FLARED END SECTION
DDCV DOUBLE DETECTOR CHECK VALVE NEW FIRE HYDRANT C3.7 NCG01 PLAN
DI DROP INLET NEW BLOW -OFF ASSEMBLY SITE PLAN APPLICATION NO. CUP SB 21 01DIP DUCTILE IRON PIPE NEW GATE VALVE ►� C3.8 STORM DRAINAGE PIPE &STRUCTURE TABLE
► NEW REDUCER
EASE EASEMENT o NEW WATER METER C4.1 PUBLIC WATERLINE PROFILE
ELEC ELECTRIC I -I NEW TEE
EX EXISTING In NEW PLUG C4.2 SANITARY SEWER PROFILE
FES FLARED END SECTION • NEW MANHOLE
L1.1 LANDSCAPE PLAN
FH FIRE HYDRANT • NEW CLEAN OUT
FM FORCE MAIN
NEW SIGN SL-101 LIGHTING PLAN
a IRON PIPE
FT FEET
BENCHMARK
FT/SEC FEET PER SEC C5.1 DETAILS
GALV GALVANIZED TEMP SILT FENCE
C5.2 DETAILS
GV GATE VALVE TPF TPF TEMP TREE PROTECTION FENCE
HDPE HIGH DENSITY POLYETHYLENE TPF TEMP COMBINATION SILT/TREE PROTECTION FENCE C5.3 DETAILS
L LENGTH TEMP DIVERSION DITCH
C5.4 DETAILS
LF LINEAR FEET • • DISTURBED LIMITS cl
MH MANHOLE STREAM F �eC5.5 DETAILS
PAVE PAVEMENT - - G - - - G EXISTING GAS LINE z A2.21 EXTERIOR ELEVATIONS - BLDG 2
z
PE FINISHED PAD ELEVATION - - coM - - - cOM EXISTING COMMUNICATIONS LINE O
PP POWER POLE - - r - - - r EXISTING UNDERGROUND TELEPHONE A2.22 EXTERIOR ELEVATIONS - BLDG 2
PVC POLYVINYL CHLORIDE - - E - - - E EXISTING UNDERGROUND ELECTRIC
R RADIUS - - OHE - - - OHE OWNER:
EXISTING OVERHEAD ELECTRIC A2.31 EXTERIOR ELEVATIONS -BLDG 3
R/W RIGHT-OF-WAY - - w - - - w EXISTING WATER LINE A2.32 EXTERIOR ELEVATIONS - BLDG 3
RED REDUCER _FM - - - FM EXISTING SANITARY SEWER FORCE MAIN TOWN OF ROLESVILLE
RCP REINFORCED CONCRETE PIPE - - ss - - - ss EXISTING SANITARY SEWER A2.51 EXTERIOR ELEVATIONS - BLDG 5
RPZ REDUCED PRESSURE ZONE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING STORM DRAINAGE P.O. BOX 250
SS SANITARY SEWER ROLESVILLE, NC 27571-0250 A2.61 EXTERIOR ELEVATIONS -BLDG 6
NEW STORM DRAINAGE
STA STATION NEW WATER LINE B OZO BOG A2.62 EXTERIOR ELEVATIONS - BLDG 6
TDD TEMPORARY DIVERSION DITCH NEW SANITARY SEWER
TELE TELEPHONE FM FM NEW SANITARY SEWER FORCE MAIN A2.71 EXTERIOR ELEVATIONS - BLDGS 1 & 7
TSB TEMPORARY SEDIMENT BASIN G G NEW GAS MAIN A2.72 EXTERIOR ELEVATIONS - BLDGS 1 & 7
UG UNDERGROUND ............... HANDICAPPED ACCESSIBLE ROUTE
DEVELOPER:
WCR WHEELCHAIR RAMP A2.81 EXTERIOR ELEVATIONS - BLDG 8
W/L WATER LINE KDM DEVELOPMENT CORPORATION
WM WATER METER e�P``��� 1080 PITTSFORD VICTOR RD, STE 202
YI YARD INLET NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED PITTSFORD NY 14534-3805
POLICIES OF THE TOWN OF ROLESVILLE AND
NCDOT
CONTACT: KENYON BURHNAM
VICINITY MAP PHONE: [phone]
N.T.S. EMAIL: [e-mail]
CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS
SPECIFICATIONS AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY CITY AND
STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
7. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATE OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE BACKFILL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE.
16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL.
18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPON REQUEST.
21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION, TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS MORE STRINGENT.
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
QUANTITY SUMMARY
PHASE NUMBER(S)1
NUMBER OF LOT(S)
1
LOT NUMBER(S) BY PHASE
N/A
NUMBER OF UNITS
180
LIVABLE BUILDINGS
6
OPEN SPACE AC
2.32
NUMBER OF OPEN SPACE LOTS
N/A
PUBLIC WATER (LF)
875
PRIVATE SEWER (LF)
550
PUBLIC STREET (LF)
0
PUBLIC SIDEWALK (LF)
0
ENGINEER: °.•N CAR.,,,,
f_SS/oti"���''
SEAL -
- 036908
1771) %INEO'
BASS, NIXN &KENNEDY, INC. `TD.B\ti�
CONSULTING ENGINEERS 06/23/21
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
TELEPHONE: [phone]
FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110)
NCBOLA (C-0267)
CONTACT: MARTY D. BIZZELL, PE, CPESC
EMAIL: [e-mail]
EROSION CONTROL, STORMWATER
AND FLOODPLAIN MANAGEMENT
APPROVED
EROSION CONTROL ❑ S-
STORMWATER MGMT. ❑ S-
FLOOD STUDY ❑ S-
DATE
ENVIRONMENTAL CONSULTANT SIGNATURE
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