20181199 Ver 1_Plan Set revised_20180828

SITE LOCATION
SITE LOCATION
SITE LOCATIONSITE LOCATION
l:\Projects\AMLG\amlg1701-american legion site development\DESIGN\CS\AMGL1701 CS-COVER.dwg PLOTTED: 6/15/2018 1:55 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.AMGL1701
N/A
AAA
2018-05-17
PCB
SHEET
APPROVED BY
OF1 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPREPARED FOR:
OWNER/DEVELOPER
CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.
PO BOX 2323
CHAPEL HILL, NC 27515
----
AMERICAN LEGION POST FACILITY

NON-RESIDENTIAL SITE PLAN APPLICATION

ORANGE COUNTY
REVISION JUNE 8, 2018
LOCATION MAP
Scale: 1" = 2000'
CONSTRUCTION WASTE:
1.ALL EXISTING STRUCTURES 500 SQUARE FEET AND
LARGER SHALL BE ASSESSED PRIOR TO THE ISSUANCE
OF A DEMOLITION PERMIT TO ENSURE COMPLIANCE
WITH THE COUNTY'S REGULATED RECYCLABLE
MATERIALS ORDINANCE (RRMO) AND TO ASSESS THE
POTENTIAL FOR DECONSTRUCTION AND/OR THE
REUSE OF SALVAGEABLE MATERIALS.
2.PURSUANT TO THE COUNTY'S RRMO, CLEAN WOOD
WASTE, SCRAP METAL, AND CORRUGATED
CARDBOARD PRESENT IN CONSTRUCTION OR
DEMOLITION WASTE MUST BE RECYCLED.
3.PURSUANT TO THE COUNTY'S RRMO, ALL HAULERS OF
MIXED CONSTRUCTION AND DEMOLITION WASTE
WHICH INCLUDES ANY REGULATED RECYCLABLE
MATERIALS SHALL BE LICENSED BY ORANGE COUNTY.
4.PRIOR TO ANY DEMOLITION OR CONSTRUCTION
ACTIVITY ON THE SITE, THE APPLICANT SHALL HOLD A
PREDEMOLITION/PRE-CONSTRUCTIONCONFERENCE
WITH SOLID WASTE STAFF. THIS MAY BE THE SAME
PRE-CONSTRUCTION MEETING HELD WITH OTHER
DEVELOPMENT/ENFORCEMENT OFFICIALS.
5.THE PRESENCE IF ANY ASBESTOS CONTAINING
MATERIALS ('ACM') AND/OR OTHER HAZARDOUS
MATERIALS SHALL BE HANDLED IN ACCORDANCE
WITH ANY AND ALL LOCAL, STATE, AND FEDERAL
REGULATIONS AND GUIDELINES.NORTHPREPARED BY:
401 Providence Road #200
Chapel Hill, NC 27514
T 919.929.1173
F 919.493.6548
Firm License
F-1267
PREPARED BY:
PENNONI ASSOCIATES INC.
SITE DATA:
APPLICANT
/OWNER:CHAPEL HILL POST No. 6 AMERICAN
LEGION INC.
PO BOX 2323
CHAPEL HILL, NC 27515
ENGINEER:PENNONI ASSOCIATES, INC
PETER BELLANTONI, PE
401 PROVIDENCE ROAD, SUITE 200
CHAPEL HILL, NC 27514
PHONE:[phone]
PIN: 9749101791; 9748194003
PROPERTY AREA: 128.334 ACRES (5,590,229± SF)
ZONING: AR - (AGRICULTURAL RESIDENTIAL)
WATERSHED: HAW RIVER UNPROTECTED
CURRENT USE: AGRICULTURAL
PROPOSED USE: CAMP RETREAT/ MEETING HALL
EXISTING IMPERVIOUS: 0 SF (0%)
PROPOSED IMPERVIOUS: 260,120 SF TOTAL (4.6%)
92,664 SF POND (1.6%)
BUILDING SQUARE FOOTAGE: 15,713 SF
BUILDING HEIGHT: 35.33 FT
FAR: 0.002
BLC: 0.003
REQUIRED PARKING SPACES: 134 SPACES FOR CLUB OR LODGE
[1 SPACE PER 3 MEMBERS (400 MEMBERS)]
PROPOSED VEHICLE SPACES: 139 SPACES
BUILDING OCCUPANCY: 615 PEOPLE
FIRM MAP #3710974900J
PORTIONS OF PROPERTY LOCATED IN ZONES "AE" AND 'X'
STREAM BUFFERS ARE PRESENT AND DENOTED ON SITE
SOLID WASTE WILL BE HANDLED BY PRIVATE SERVICE
SOILS MAP
Scale: 1" = 2000'NORTHUSGS MAP
Scale: 1" = 2000'NORTHCS0001COVER SHEET2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCBSheet List Table
Sheet Number Sheet Title Sheet Description
1 CS0001 COVER SHEET
2 CS0002 GENERAL NOTES AND LEGEND
3 CS0201 EXISTING CONDITIONS - DEMOLITION PLAN
4 CS1001 OVERALL SITE PLAN
5 CS1002 DETAILED SITE PLAN NORTH
6 CS1003 DETAILED SITE PLAN SOUTH
7 CS1501 GRADING & DRAINAGE PLAN NORTH
8 CS1502 GRADING & DRAINAGE PLAN SOUTH
9 CS1503 DRIVEWAY PROFILE
10 CS1701 UTILITY PLAN NORTH
11 CS1702 UTILITY PLAN SOUTH
12 CS6001 SITE DETAILS
13 CS6002 SITE DETAILS
14 CS8001 EROSION CONTROL - PHASE 1
15 CS8002 EROSION CONTROL - PHASE 2
16 CS8003 EROSION CONTROL DETAILS
17 CS8004 EROSION CONTROL DETAILS
l:\Projects\AMLG\amlg1701-american legion site development\DESIGN\CS\CS0002.dwg PLOTTED: 6/15/2018 1:56 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY
NOT FOR CONSTRUCTION CS0002 BYNO.DATEREVISIONSAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.AMGL1701
N/A
AAA
2018-05-17
PCB
SHEET
APPROVED BY
OF2 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKGENERAL NOTES AND LEGENDPENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-12672018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB1.UTILITY NOTES:
A. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES
AND STRUCTURES IS NOT GUARANTEED.
B. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND SHALL
BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND
ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED
INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED
IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE
BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP
GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING
UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
C. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER,
ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC, ETC.
WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY
LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF
THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND
UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER.
2 FIRE WATCH; DURING CONSTRUCTION AND DEMOLITION WHERE HOT WORK, MATERIALS
SUBJECT TO SPONTANEOUS COMBUSTION, OR OTHER HAZARDOUS CONSTRUCTION OR
DEMOLITION IS OCCURRING, THE OWNER OR THEIR DESIGNEE SHALL BE RESPONSIBLE
FOR MAINTAINING A FIRE WATCH. THE FIRE WATCH SHALL CONSIST OF AT LEAST ONE
PERSON WITH A MEANS OF COMMUNICATING AN ALARM TO 911, SHALL A WRITTEN
ADDRESS POSTED IN A CONSPICUOUS LOCATION AND SHALL MAINTAIN CONSTANT
PATROLS. NC FPC 2012 SECTION 1404.
3 CONSTRUCTION / DEMOLITION; ALL CONSTRUCTION AND DEMOLITION CONDUCTED
SHALL BE IN COMPLIANCE OF THE CURRENT EDITION OF CHAPTER 14 OF THE NC FPC.
4.DISTURBED AREA = 729,707 SF (16.7 ACRES)
GENERAL NOTES:
1.ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES AND
OSHA STANDARDS ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY
THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE
OWNER/DEVELOPER.
2.THE CONTRACTOR SHALL BE REQUIRED TO REVIEW AND ABIDE BY SPECIFICATIONS OF
THE PLAN AND ALL SUPPORTING DOCUMENTS, PERMITS, AND REPORTS FOR THIS SITE,
INCLUDING NOT BUT NOT LIMITED TO:
·EROSION AND SEDIMENTATION CONTROL PLAN
·STORMWATER MANAGEMENT PLAN.
3.THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY
DISCREPANCIES OR ERROR THEY DISCOVER IN THE PLANS.
4.DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE
OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE OF THE WORK TO
BE UNACCEPTABLE.
5.UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE
EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT
SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE
PAID ADDITIONALLY FOR THIS COORDINATION. THE CONTRACTOR SHOULD SEEK
ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND PROTECT THEIR
FACILITIES. IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND DESIGN ENGINEER FOR INSTRUCTION BEFORE PROCEEDING WITH
WORK.
6.ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE
AUTHORIZED BY THE OWNER AND APPLICANT.
7.TRAFFIC CONTROL METHODS, SUCH AS BARRICADES, SUFFICIENT LIGHTS, SIGNS, ETC.,
MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE
PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION IN ACCORDANCE WITH
CURRENT AND NCDOT STANDARDS.
8.CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, FENCING
AND OTHER APPROPRIATE SAFETY ITEMS/MEASURES NECESSARY TO PROTECT THE
PUBLIC FROM THE WORK AREA CONSTRUCTION ACTIVITIES.
9.HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF
ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL
PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC.
10.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND
TO ALL BUILDINGS NEAR CONSTRUCTION. IN TIME OF RAIN OR MUD, ROADS SHALL BE
ABLE TO CARRY A FIRE TRUCK BY BEING PAVED OR HAVING A CRUSHED STONE BASE,
ETC., WITH A MINIMUM WIDTH OF 20 FEET. ACCESS TO BUILDINGS THAT HAVE
SPRINKLER OR STANDPIPE SYSTEMS SHALL BE WITHIN 40 FEET OF THE FIRE
DEPARTMENT CONNECTOR. (NFPA 1141 3-1)
11.BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS
FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONALLY BEDDING SHALL BE
REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE
RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO
PROPERLY CONSTRUCT THE WORK.
12.BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF
THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE
FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN
LAYERS NOT TO EXCEED SIX (6) INCHES IN COMPACTED FILL THICKNESS. A REPORT
FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS
INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE
DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
13.THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS
MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT
BE LIMITED TO, A) REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE
STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR B) REGRADING AS
REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT
SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO
SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS
REQUIREMENT.
14.THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES
NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND
SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
15.SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT,
TEST AND CERTIFY TO THE COMPACTION OF ALL LOAD BEARING FILLS. THE
GEOTECHNICAL ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE
CONTRACTOR, THE OWNER AND TO THE OWNER'S REPRESENTATIVE AND SHALL
PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR, SHOULD
WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS.
16.ALL PERMITS MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION.
17.ALL PAVEMENT MARKINGS AND REGULATORY SIGNS ON PRIVATE PROPERTY SHALL
CONFORM TO CURRENT MUTCD STANDARDS.
GENERAL CONSTRUCTION AND GRADING NOTES:
1.ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC,
SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC, ETC. WITHIN THE
LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE
CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE
UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE
EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT
SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE
PAID ADDITIONALLY FOR THIS COORDINATION.
3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND
DEPTHS OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE
START OF WORK AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR
PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE
ALL EXISTING FACILITIES ON THESE PLANS; HOWEVER, THIS INFORMATION IS SHOWN
FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN.
COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES
AND STRUCTURES IS NOT GUARANTEED.
4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXACT LOCATION AND
PROTECTION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND
ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR.
5.CONTRACTOR MUST APPLY FOR ALL UTILITY CONNECTION APPLICATIONS.
CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES FOR
CONSTRUCTION. REFER TO COVER SHEET FOR AVAILABLE UTILITY COMPANY LIST.
6.CONTRACTOR MUST OBTAIN ANY REQUIRED UTILITY DETAILS FOR RECONNECTION OF
EXISTING SERVICES OR NEW SERVICE AND IS RESPONSIBLE FOR THE CONSTRUCTION
OF EACH NEW SERVICE PER THE APPROPRIATE UTILITY COMPANY'S SPECIFICATIONS.
7.THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL
UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO
CURBING, PAVING, AND COMPACTED SUB-GRADE.
8.IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER
AND ENGINEER FOR INSTRUCTION BEFORE PROCEEDING WITH WORK.
9.ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
10.THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES
NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND
SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
11.SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT
GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST
REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE
AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE
CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE
SPECIFICATIONS.
12.CONTRACTOR SHALL EXCAVATE ONLY ENOUGH TRENCH FOR WHICH PIPE CAN BE
INSTALLED AND TRENCH BACKFILLED BY THE END OF EACH WORK DAY.
13.BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS
FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE
REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE
RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO
PROPERLY CONSTRUCT THE WORK.
14.COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE
DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL
MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND
SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS.
A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC
WORKS INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM
THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
15.RUNOFF FROM IMPERVIOUS AREAS SHALL NOT BE DIRECTED INTO THE SANITARY
SEWER NOR ONTO ADJACENT PROPERTIES.
16.ALL JOINTS ON THE STORM WATER CONVEYANCE SYSTEM SHALL BE WATERTIGHT.
17.ALL CONSTRUCTION ASSOCIATED WITH WATER AND SANITARY SEWER SHALL BE IN
ACCORDANCE WITH ORANGE COUNTY STANDARDS AND SPECIFICATIONS.
18.ALL ELECTRICAL SERVICE LINES TO OR AROUND THE PROPOSED STRUCTURE SHALL BE
UNDERGROUND.
GENERAL UTILITY NOTES:
1.HORIZONTAL AND VERTICAL SEPARATION
1.1.SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT
SEPARATION, THE PUBLIC WORKS SUPPLY MAY ALLOW DEVIATION A CASE-BY-CASE
BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION ON
MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER
MAIN, PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND
AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES
ABOVE THE TOP OF THE SEWER.
1.2.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
AS DESCRIBED ABOVE OR ANYTIME THE SANITARY SEWER IS OVER THE WATER
MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF
FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS
AND BE PRESSURE TESTED TO 150PSI TO ASSURE WATER TIGHTNESS BEFORE
BACKFILLING.
1.3.A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER
AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. A 12-INCH VERTICAL
SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAIN.
1.3.1.IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING
BETWEEN STORM SEWER AND WATER MAINS (OR PRESSURE SEWERS). THE
WATER MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE
COLLAR SHALL BE POURED AROUND WATER MAINS AND STORM SEWER TO
IMMOBILIZE THE CROSSING.
2.CROSSINGS
1.1.SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN
AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED
SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS
POSSIBLE FROM THE WATER MAIN JOINTS.
1.2.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE
SPECIFIED:
1.1.1.THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS
PIPE AND SHALL BE PRESSURE TESTED AT 150-PSI TO ASSURE WATER
TIGHTNESS PRIOR TO BACKFILLING, OR
1.1.2.EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN
A WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10-FEET ON BOTH SIDES OF
THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE PUBLIC WATER
SUPPLY FOR USE IN WATER MAIN CONSTRUCTION.
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF
ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE
COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS
AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR
UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL
FROM PARKING SPACE(S), PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST
COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED
TO THE FOLLOWING:
1.PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4” PER
FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
2.CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
3.LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE
DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY
DIRECTION.
4.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER
UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT
REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN
THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR
NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN
1:20 (5.0%), ADA RAMP REGULATIONS MUST BE ADHERED TO. A MAXIMUM SLOPE OF
1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST
HAVE ADA HAND RAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED
NO MORE THAN 1:50 IN ANY DIRECTION (1/4” PER FOOT OR NOMINALLY 2.0%) FOR
POSITIVE DRAINAGE.
5.DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE
DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4” PER FOOT OR
NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA
STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI
A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.)
6.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION,
REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR
SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN.
NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR
ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES.
PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR MUST IMMEDIATELY
NOTIFY THE DESIGN ENGINEER IN WRITING OF ANY DISCREPANCIES AND/OR FIELD
CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON
THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED
IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED
BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
7.THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO
POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS,
CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING
CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND
REPLACE NON-CONFORMING CONCRETE.
8.THE SITE SHALL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY
CODES (ANSI 117.1 -2009 AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN
AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR OR
ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE
SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.
9.ACCESSIBILITY REQUIREMENTS: THAT PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY, THE APPLICANT SHALL PROVIDE THE MINIMUM REQUIRED HANDICAPPED
PARKING SPACES AND DESIGN ALL HANDICAPPED PARKING SPACES, RAMPS, AND
CROSSWALKS, AND ASSOCIATED INFRASTRUCTURE ACCORDING TO AMERICANS WITH
DISABILITIES ACT STANDARDS, NORTH CAROLINA BUILDING CODE, AMERICAN NATIONAL
STANDARDS INSTITUTE ANSI CODE, AND TOWN STANDARD.1. PARKING - NUMBER OF
SPACES TO COMPLY WITH NCBC 2012 SECTION 1106.1, 1 PER 6 COMPLIANT SPACES OR
PORTION THEREOF MUST BE VAN ACCESSIBLE, NO SLOPE TO EXCEED 2 PERCENT IN
ANY DIRECTION. SIGNAGE PER NC REQUIREMENTS, MUT-CD AND ICC A 117.1.2. CURB
CUTS AND ACCESSIBLE ROUTES PER ICC A117.1 2009 ED. CROSS SLOPE LIMITED TO 2
PERCENT, CALL FOR INSPECTION BEFORE PLACEMENT OF CONCRETE.€¢ SLOPE
GREATER THAN 5 PERCENT REQUIRES CONSTRUCTION AS A RAMP.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED
CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
ADA INSTRUCTIONS TO CONTRACTOR:
WATER AND SEWER SERVICE NOTES:
LEGEND
PROPERTY, LINE
PROPERTY, CORNER FOUND
PROPERTY, ADJOINING LINED
LEGAL RIGHT-OF-WAY
PROPERTY, CORNER FOUND (OTHERS)
EXISTING PROPOSED
PROPERTY, CONCRETE MONUMENT
PROPERTY, LINE RESERVED
BUILDING
CABLE TV, MANHOLE
CABLE TV, JUNCTION BOX
CABLE TV, PANEL BOX
CABLE TV, PEDESTAL
CABLE TV, STUB OUT
CABLE TV, UNDERGROUND
CABLE TV, OVERHEAD
CHANNEL
COMMUNICATION, MANHOLE
COMMUNICATION, JUNCTION BOX
COMMUNICATION, PANEL BOX
COMMUNICATION, PEDESTAL
COMMUNICATION, STUB OUT
COMMUNICATION, UNDERGROUND
COMMUNICATION, OVERHEAD
CABLE TV, WITNESS POST
COMMUNICATION, HANDHOLE
COMMUNICATION, WITNESS POST
CONTROL, GPS
CONTROL, MAPPING
CONTROL, REFERENCE
CONTROL, TRAVERSE
CURB
CURB DEPRESSION
EDGE OF PAVEMENT
EDGE OF GRAVEL
EASEMENT
FENCE
FIBER OPTIC, MANHOLE
FIBER OPTIC, JUNCTION BOX
FIBER OPTIC, PANEL BOX
FIBER OPTIC, PEDESTAL
FIBER OPTIC, STUB OUT
FIBER OPTIC, UNDERGROUND
FIBER OPTIC, OVERHEAD
FIBER OPTIC, HANDHOLE
FIBER OPTIC, WITNESS POST
FLOODPLAIN
FUEL, PLUG
FUEL, PUMP
FUEL, MANHOLE
FUEL, UNDERGROUND
FUEL, OVERHEAD
GUIDE RAIL
MARKING, HANDICAP PARKING
NATURAL GAS, MANHOLE
NATURAL GAS,VALVE
NATURAL GAS, WITNESS POST
NATURAL GAS, STUB OUT
NATURAL GAS, UNDERGROUND
NATURAL GAS, METER
NATURAL GAS, OVERHEAD
CONTROL, BENCHMARK
PHONE, MANHOLE
PHONE, JUNCTION BOX
PHONE, PANEL BOX
PHONE, PEDESTAL
PHONE, STUB OUT
PHONE, UNDERGROUND
PHONE, OVERHEAD
PHONE, HANDHOLE
PHONE, WITNESS POST
POWER, HANDHOLE
POWER, GUY WIRE
POWER, SINGLE HEAD LIGHT
POWER, JUNCTION BOX
POWER, GUY POLE
POWER, DOUBLE HEAD LIGHT
POWER, THREE HEAD LIGHT
POWER, FOUR HEAD LIGHT
POWER, LIGHT
POWER, MANHOLE
POWER, OVERHEAD
POWER, METER
POWER, PANEL BOX
POWER, PEDESTAL
POWER, TRANSFORMER
POWER, SPOT LIGHT
POWER, LIGHT POLE SINGLE
POWER, LIGHT POLE DOUBLE
POWER, UTILITY POLE
POWER, WITNESS POST
POWER, YARD LIGHT
POWER, UNDERGROUND
POWER, STUB OUT
RAIL, MILE MARKER
RAIL, PANEL BOX
RAIL, TRACK
SITE, AIR COMPRESSOR
SITE, AIR CONDITIONER
SITE, BOLLARD
SITE, BORING LOCATION
SITE, FLAG POLE
SITE, HEAD STONE
SITE, MAIL BOX
SITE, MONITOR WELL
SITE, PARKING METER
SITE, POST
SITE, SIGN POST AND BOARD
SITE, TRAFFIC SIGN
DESCRIPTION
SOIL BOUNDARY
STREAM
WaC SOIL LABEL
SANITARY SEWER, MANHOLE
SANITARY SEWER, FORCE MAIN MANHOLE
SANITARY SEWER, UNDERGROUND (4" DIA TO 10" DIA)
SANITARY SEWER, SEPTIC TANK
SANITARY SEWER, STUB OUT
SANITARY SEWER, VALVE
SANITARY SEWER, FORCE MAIN
SANITARY SEWER, LATERAL
SANITARY SEWER, FORCE STUB OUT
SANITARY SEWER, WITNESS POST
STORM SEWER, MANHOLE
STORM SEWER, INLET
STORM SEWER,HEADWALL
STORM SEWER, UNDERGROUND
STORM SEWER, ROOF DRAIN LINE
STORM SEWER, STAND PIPE
STORM SEWER, CLEAN-OUT
STORM SEWER, WITNESS POST
SANITARY SEWER, CLEAN-OUT
MINOR CONTOUR
MAJOR CONTOUR
SPOT ELEVATION
101
100
X 100.5
TRAFFIC, PAVEMENT MARKING, BIKE LANE
TRAFFIC, PAVEMENT MARKING, TURN ARROWS
TRAFFIC, PAVEMENT MARKING, HOV LANE
TRAFFIC, HAND HOLE
TRAFFIC, JUNCTION BOX
TRAFFIC, MANHOLE
TRAFFIC, PANEL BOX
TRAFFIC, PEDESTAL
TRAFFIC, PEDESTRIAN SIGNAL
TRAFFIC, SIGNAL POLE
TRAFFIC, SIGNAL POLE & LIGHT ARM
TRAFFIC, STUB OUT
VEGETATION, SHRUB
VEGETATION, GRASS LINE / LANDSCAPED AREA
VEGETATION, DECIDUOUS SHOWING CANOPY
VEGETATION, CONIFEROUS SHOWING CANOPY
VEGETATION, TREE LINE
WATER, HOSE BIB
WATER, FIRE HYDRANT
WATER, IRRIGATION HEAD
WATER, IRRIGATION VALVE BOX
WATER, MANHOLE
WATER, METER
WATER, POST INDICATOR VALVE
WATER, SIAMESE CONNECTION
WATER, STUB OUT
WATER, UNDERGROUND
WATER, VALVE
WATER, UNDERGROUND FIRE
WATER, WITNESS POST
101
100
LEGEND
EXISTING PROPOSED DESCRIPTION
TO BE REMOVEDT.B.R.
100.5
LIMITS OF DISTURBANCE
*STORM SEWER, DOWNSPOUT LOCATION
1.CONSTRUCTION WASTE
a.ALL EXISTING STRUCTURES 500 SQUARE FEET AND LARGER SHALL BE ASSESSED
PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT TO ENSURE COMPLIANCE WITH
THE COUNTY'S REGULATED RECYCLABLE MATERIALS ORDINANCE (RRMO) AND TO
ASSESS THE POTENTIAL FOR DECONSTRUCTION AND/OR THE REUSE OF
SALVAGEABLE MATERIALS..
b.PURSUANT TO THE COUNTY'S RRMO, CLEAN WOOD WASTE, SCRAP METAL, AND
CORRUGATED CARDBOARD PRESENT IN CONSTRUCTION OR DEMOLITION WASTE
MUST BE RECYCLED.
c.PURSUANT TO THE COUNTY'S RRMO, ALL HAULERS OF MIXED CONSTRUCTION AND
DEMOLITION WASTE WHICH INCLUDES ANY REGULATED RECYCLABLE MATERIALS
SHALL BE LICENSED BY ORANGE COUNTY.
d.PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE, THE
APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE WITH
SOLID WASTE STAFF. THIS MAY BE THE SAME PRE-CONSTRUCTION MEETING HELD
WITH OTHER DEVELOPMENT/ENFORCEMENT OFFICIALS.
e.THE PRESENCE IF ANY ASBESTOS CONTAINING MATERIALS (ACM) AND/OR OTHER
HAZARDOUS MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH ANY AND ALL
LOCAL, STATE, AND FEDERAL REGULATIONS AND GUIDELINES.
ORANGE COUNTY SOLID WASTE NOTES
1.A SINGLE ELECTRICAL SERVICE SHALL BE PROVIDED TO SERVE THE STRUCTURE
WITH THE EXCEPTION IF A FIRE PUMP WAS REQUIRED. ARTICLE 230.2 A 2014 EDITION
OF NORTH CAROLINA ELECTRIC CODE.
2.ADDRESS NUMBERS MUST BE A MINIMUM OF 4 INCHES HIGH AND OF CONTRASTING
COLOR TO THEIR BACKGROUND. REFLECTIVE NUMBERS ARE PREFERRED. WHEN THE
DISTANCE FROM THE STREET OR FIRE DEPARTMENT ACCESS LANE TO THE FRONT
OR ADDRESS SIDE OF THE BUILDING EXCEEDS 25 FEET, LARGER NUMBERS ARE
REQUIRED. 26 FEET TO 50 FEET SHALL HAVE 8 INCH NUMBERS, 51-75 FEET SHALL
HAVE 12 INCH NUMBERS AND OVER 75 FEET SHALL HAVE 18 INCH NUMBERS. WHERE
ACCESS IS BY PRIVATE MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS
SHALL BE USED TO IDENTIFY THE STRUCTURE.
3.KEY BOXES SHALL BE REQUIRED ON ANY BUILDING THAT HAS A FIRE ALARM SYSTEM,
A FIRE SPRINKLER SYSTEM, AN ELEVATOR, OR SPECIAL LOCKING ARRANGEMENTS.
THE KEY BOX SHALL BE OF AN APPROVED TYPE AS REQUIRED FROM THE CHAPEL
HILL FIRE DEPARTMENT. THE SIZE OF THE KEY BOX WILL BE DETERMINED BY THE
NUMBER OF KEYS NECESSARY TO MITIGATE ANY EMERGENCY SITUATION BASED ON
THE BUILDING AND ITS OCCUPANCY. AN APPROVED LOCK SHALL BE INSTALLED ON
GATES OR SIMILAR BARRIERS WHEN REQUIRED BY THE FIRE CODE OFFICIAL. KEYS
SHALL BE CHANGED OUT IMMEDIATELY IF THE LOCKS ARE CHANGED OR REKEYED
INSPECTION NOTES
1.FIRE APPARATUS ACCESS ROADS; ANY FIRE APPARATUS ACCESS ROADS, ANY
PUBLIC/PRIVATE STREET, PARKING LOT ACCESS, FIRE LANES AND ACCESS
ROADWAYS, USED FOR FIRE DEPARTMENT ACCESS SHALL BE ALL WEATHER AND
DESIGNED TO CARRY THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING AT LEAST
80,000 LBS. FIRE APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM WIDTH OF 20'
EXCLUSIVE OF SHOULDERS WITH AN OVERHEAD CLEARANCE OF AT LEAST 13'-6" FOR
STRUCTURES NOT EXCEEDING 30' IN HEIGHT AND SHALL PROVIDE ACCESS TO
WITHIN 150' OF ALL EXTERIOR PORTIONS OF THE BUILDING. STRUCTURES
EXCEEDING 30' IN HEIGHT SHALL BE PROVIDED WITH AN AERIAL APPARATUS ACCESS
ROAD 26' IN WIDTH IN THE IMMEDIATE VICINITY OF THE BUILDING OR PORTION
THEREOF AND SHALL PROVIDE AT LEAST ONE OF THE REQUIRED ACCESS ROADS TO
BE LOCATED NOT LESS THAN 15' AND NOT MORE THAN 30' FROM THE STRUCTURE
PARALLEL TO ONE ENTIRE SIDE OF THE STRUCTURE. NC FPC 2012 502.1,503.1.1,
503.2.1, D102.1
2.GRADE AND APPROACH; FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10%
IN GRADE UNLESS APPROVED BY THE FIRE CHIEF AND ALL APPROACH AND
DEPARTURE ANGLES SHALL BE WITHIN THE LIMITS ESTABLISHED BASED ON THE
DEPARTMENT'S APPARATUS. NC FPC 2012, 503.2.7, 503.2.8 and D103.2
3.GATES AND BARRICADES; WHERE REQUIRED OR AUTHORIZED BY THE FIRE CODE
OFFICIAL AND PERMANENT OR TEMPORARY CONSTRUCTION, ANY GATES ACROSS
FIRE APPARATUS ACCESS ROADS SHALL BE A MINIMUM WIDTH OF 20 FEET, BE OF
SWINGING OR SLIDING TYPE, HAVE AN EMERGENCY MEANS OF OPERATION, SHALL
BE OPENABLE BY EITHER FORCIBLE ENTRY OR KEYED, CAPABLE OF BEING
OPERATED BY ONE PERSON, AND SHALL BE INSTALLED AND MAINTAINED
ACCORDING TO UL 325 and ASTM F 2200. NC FPC 2012, 503.5, 503.6, D103.5
4.FIRE LANES; WHERE REQUIRED, APPROVED MARKING SIGNS INCLUDING THE
WORDS, NO PARKING-FIRE LANE SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS
ACCESS ROADS TO IDENTIFY SUCH ROADS. NC FPC 2012, 503.3, D103.6, D103.6.1,
D103.6.2
5.PREMISE IDENTIFICATION; APPROVED BUILDING ADDRESS NUMBERS, PLACED IN
ACCEPTABLE POSITION TO THE FIRE CODE OFFICIAL, SHALL BE REQUIRED ON ALL
NEW BUILDINGS. NC FPC 2012, 505.1
6.KEY BOXES; WHERE REQUIRED BY THE FIRE CODE OFFICIAL, A SECURE KEY BOX,
MOUNTED ON THE ADDRESS SIDE OF THE BUILDING, NEAR THE MAIN ENTRANCE,
SHALL BE PROVIDED TO ENSURE ADEQUATE ACCESS TO THE BUILDING BASED ON
LIFE SAFETY AND/OR FIRE PROTECTION NEEDS. NC FPC 2012, 506
7.FIRE HYDRANTS; THE ADDITION OF ANY REQUIRED HYDRANTS TO SERVE THE
SUBMITTED BUILDING MUST FLOW A MINIMUM OF 2500 GPM PER TOWN ENGINEERING
STANDARDS UNLESS APPROVED BY THE FIRE CODE OFFICIAL. THE FARTHEST
HYDRANT SERVING A PROPOSED STRUCTURE MUST BE NO MORE THAN 500 FEET
DISTANT. A MAXIMUM DISTANCE OF 500 FEET SPACING BETWEEN HYDRANTS MUST
BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL.
LESSER SPACING DISTANCES MAY BE REQUIRED. A MINIMUM WORKING SPACE OF 3
FEET MUST BE MAINTAINED AROUND ALL HYDRANTS. WHERE HYDRANTS ARE
SUBJECT TO PHYSICAL IMPACT, PHYSICAL PROTECTION MAY BE REQUIRED, NC FPC
2012, 507.5.6. THE MINIMUM NUMBER OF REQUIRED HYDRANTS AND THEIR SPACING
MUST MEET NC FPC 2012, APPENDIX C, TABLE C 105.1
8.FIRE DEPARTMENT CONNECTIONS, LOCATIONS; ANY REQUIRED FDCS FOR ANY
BUILDINGS SHALL MEET THE DESIGN AND INSTALLATION REQUIREMENTS FOR THE
CURRENT, APPROVED EDITION OF NFPA 13, 13D, 13R, OR 14 OF THE NC FPC 2012 AND
TOWN ORDINANCES; 7-38 FOR LOCATION. FDCS SHALL BE INSTALLED ON THE
STREET/ ADDRESS SIDE OF THE BUILDING AND WITHIN 100' OF A HYDRANT OR
UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL AND SHALL NOT BE
OBSTRUCTED OR HINDERED BY PARKING OR LANDSCAPING. FDC'S SHALL BE
EQUIPPED WITH NST.
9.FIRE DEPARTMENT CONNECTIONS, INSTALLATION; A WORKING SPACE OF NOT LESS
THAN 36 INCHES IN WIDTH AND DEPTH AND A WORKING SPACE OF 78 INCHES IN
HEIGHT SHALL BE PROVIDED ON ALL SIDES WITH THE EXCEPTION OF WALL MOUNTED
FDC'S UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. THE FDC'S
WHERE REQUIRED MUST BE PHYSICALLY PROTECTED BY AN APPROVED BARRIER
FROM IMPACTS. NC FPC 2012, 912.1, 912.2 912.2.1, 912.3.2, 312
FIRE DEPARTMENT NOTES
500500505
505510
510
510
515515515520
520520520525525
525
530535
540540540545545
545550550
550555555555560565565500500500505505505505510510
510510
510510515515515515515515520520520520520
525525525
530
530530530530535535535535535535540540540540540540
545545545545545545550
550550550
S 70°06'44" W628.47'N 05°28'49" E361.26'S 87°07'48" W239.87'N 00°38'25" W 2833.98'
S 48°
3
3'
3
4"
E
355.
0
8'S 37°54'25" W 453.45'S 21°0
4
'
5
3
"

E

3
5
6
.
1
9
'S 68°51'39" E274.40'S 12°12'4
5
"

E
299.89'
S 12°12'2
0
"

E
384.79'S 03°12'04" W215.24'S 66°38'04" W301.39'S 14°30'22" W574.28'S 13°31'18" W267.89'S 46°34'29" W341.32'S 80°08'58" W350.02'L1L2L3L4L5L6L7 L8L9L10L11L12L13
L14 L15L16L17L18L19L20L21L22L23L24L25L26
PROPOSED CLEARING
LIMITS (TYP.)
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
100' BUFFER
100' BUFFER
100' BUFFER
100' BUFFER
STREAM BUFFER (TYP.)
APPROX.
LOCATION OF
TREELINE
BASED UPON
AERIAL
PHOTOGRAPHY
FEMA FLOOD
PLAIN "AE"
BOUNDARY
80' FLOOD
PLAIN
BUFFER LINE
80' FLOOD
PLAIN
BUFFER
LINE
80' FLOOD
PLAIN
BUFFER
LINE
A-ANNO-IDEN-ROOMROOM NAMEA-AREAGENERAL AREA TAKE OFFSA-AREA-2AREA 2 BOUNDARYNC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 11/2/2017 8:31 AM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
1"=150'
AAA
PCB
SHEET
APPROVED BY
OF3 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 150'300'NORTHAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.EXISTING CONDITIONS NOTES:
1.THIS PLAN REFERENCE DOCUMENTS AND INFORMATION BY:
A.) PRELIMINARY BOUNDARY SURVEY
BY PENNONI, FIELD DATE: 07/20/2017
B.) ORANGE COUNTY TOPOGRAPHIC, GIS DATA
ACCESSED 9/6/2017
C.) ORANGE COUNTY UNIFIED DEVELOPMENT
ORDINANCE SURFACE WATER
IDENTIFICATION, DATED 8/9/2015
D.) FEMA FIRM MAP, #3710974900J
E.) LIMITED TOPOGRAPHIC INFORMATION
OBTAINED BY PENNONI ASSOCIATES
ON OR ABOUT 03/26/2018.
2.OWNER/
APPLICANT:CHAPEL HILL POST No. 6 AMERICAN LEGION INC
PO BOX 2323
CHAPEL HILL, NC 27515
3.PARCEL: PARCEL: 9749101791; 9748194003
2018-05-17
CS0201EXISTING CONDITIONS - DEMOLITION PLAN2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
S 70°06'44" W628.47'N 05°28'49" E361.26'S 87°07'48" W239.87'N 00°38'25" W 2833.98'
S 48°
3
3'
3
4"
E
355.
0
8'S 37°54'25" W 453.45'S 21°0
4
'
5
3
"

E

3
5
6
.
1
9
'S 68°51'39" E274.40'S 12°12'4
5
"

E
299.89'
S 12°12'2
0
"

E
384.79'S 03°12'04" W215.24'S 66°38'04" W301.39'S 14°30'22" W574.28'S 13°31'18" W267.89'S 46°34'29" W341.32'S 80°08'58" W350.02'L1L2L3L4L5L6L7 L8L9L10L11L12L13
L14 L15L16L17L18L19L20L21L22L23L24L25L26 PROPOSED
ASPHALT
DRIVE
PROPOSED
POND
W.S.
ELEV.
519.00
PROPOSED
DROP OFF
LANE
PROPOSED
ASPHALT
PARKING
AREA
PROPOSED CLEARING
LIMITS (TYP.)
PROPOSED NCDOT
ENTRANCE APRON
PROPOSED
STREAM
CROSSING
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
PROPOSED 45'
FLAG POLES
(TYP.)
100' BUFFER
100' BUFFER
100' BUFFER
100' BUFFER
APPROXIMATE LOCATION
OF PROPOSED SIGN
PROPOSED
HEAVY DUTY
ASPHALT
AREA FOR
FIRE ACCESS
STREAM BUFFER (TYP.)
PROPOSED
HEAVY-DUTY
ASPHALT
DRIVE
PROPOSED POST HALL
1 STORY BUILDING
FIN. FLR. ELEV. = 531.50
±15,713 SF
PROPOSED FUTURE STORAGE BUILDING ±3,500 SF
PROPOSED FUTURE PICNIC
SHELTER
PROPOSED
FUTURE
GAZEBO
APPROX.
LOCATION OF
TREELINE
BASED UPON
AERIAL
PHOTOGRAPHY
FEMA FLOOD
PLAIN "AE"
BOUNDARY
80' FLOOD
PLAIN
BUFFER LINE
80' FLOOD
PLAIN
BUFFER
LINE
80' FLOOD
PLAIN
BUFFER
LINE
A-ANNO-IDEN-ROOMROOM NAMEA-AREAGENERAL AREA TAKE OFFSA-AREA-1AREA 1 BOUNDARYA-AREA-2AREA 2 BOUNDARY
GRAVEL
RECREATIONAL
VEHICLE
PARKING
PROPOSED
6' WIDE
ASPHALT
WALK
PROPOSED
3'
WIDE
STONE
SHOULDER
PROPOSED
STOP
SIGN AND
BARNC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)
PROPOSED
OVERFLOW
GRASS
PARKING
AREA
PROPOSED
STOP
SIGN
AND
BAR
(TYP)
FFE =
531.50
PROPOSED
PORCH
PROPOSED
FIRE
LANE
PROPOSED
FLUSH
CURB/SIDEWALK 109810101088886611559PROPOSED
FOREBAY
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 11/3/2017 9:53 AM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
1"=150'
AAA
PCB
SHEET
APPROVED BY
OF4 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 150'300'AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.LAND USE & ZONING NOTES:
1.THIS PLAN REFERENCE DOCUMENTS AND INFORMATION BY:
A.) PRELIMINARY BOUNDARY SURVEY
BY PENNONI, FIELD DATE: 07/20/2017
B.) ORANGE COUNTY GIS DATA ACCESSED 9/6/2017
C.) ORANGE COUNTY UNIFIED DEVELOPMENT ORDINANCE SURFACE WATER
IDENTIFICATION, DATED 8/09/2017
D.) LIMITED SITE TOPOGRAPHY INFORMATION OBTAINED BY PENNONI
ASSOCIATES ON OR ABOUT 03/26/2018.
2.OWNER/
APPLICANT:CHAPEL HILL POST No. 6 AMERICAN LEGION INC
PO BOX 2323
CHAPEL HILL, NC 27515
3.PARCEL: PARCEL: 9749101791; 9748194003
4.ZONE:AR (AGRICULTURAL RESIDENTIAL)
PROPOSED USES:
CLUBS OR LODGES [SECTION 5.2 ] = PERMITTED
CAMP/ RETREAT [SECTION 5.2] = SPECIAL USE PERMIT CLASS B GRANTED BY
ORANGE COUNTY BOA ON 01/08/2018.
5.DESIGN REQUIREMENTS:
N/A = NOT APPLICABLE N/S = NOT SPECIFIED (V) = VARIANCE (W) = WAIVER (E) = EXISTING NON-CONFORMANCE
TBD = TO BE DETERMINED (C) = COMPLIES
6.PARKING SUMMARY :
NUMBER OF PARKING SPACES REQUIRED [ORD. SECTION 6.9]:
REQUIRED:
CLUB OR LODGE: MINIMUM PARKING - 1 SPACE / 3 MEMBERS = 400 MEMBERS - 134 SPACES
PROPOSED:
TOTAL PROPOSED PARKING = 139 TOTAL SPACES / 5 ADA ACCESSIBLE SPACES
8. FLOODPLAIN:
FIRM MAP #3710974900J
PROPERTY LOCATED IN ZONES "AE" AND 'X' AREAS
9.ACCESS TO CEMETERY FOR THE FAMILY OF THE DECEASED SHALL BE PERMITTED BY THE AMERICAN
LEGION WITH PRIOR COMMUNICATION TO VISIT. METHOD OF ACCESS AND DELINEATION TO BE
DETERMINED AT A LATER DATE.NORTH2018-05-17
CS1001OVERALL SITE PLAN2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
PROPOSED
ASPHALT
DRIVE
PROPOSED
CLEARING
LIMITS
(TYP.)
PROPOSED NCDOT ENTRANCE APRON
PROPOSED
STREAM
CROSSING
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
100'
BUFFER
STREAM BUFFER (TYP.)
APPROX. LOCATION OF
TREELINE BASED UPON
AERIAL PHOTOGRAPHY-0+250+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0
0
14+00
14+
6
6
A-ANNO-IDEN-ROOM
ROOM NAME
A-AREA GENERAL AREA TAKE OFFSA-AREA-1AREA 1 BOUNDARY
A-AREA-2
AREA 2 BOUNDARY22.00'3.00'3.00'R160.00'PROPOSED
3' WIDE
STONE
SHOULDERR25.00'R25.00'R150.00'R140.00'R140.00'PROPOSED
STOP
SIGN
AND BARNC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)R4.00'R33.03'2
2
.
4
'13.6'61111.00'11.00'11.00'L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
AAA
PCB
SHEET
APPROVED BY
OF5 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'
NORTH
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1002DETAILED SITE PLAN NORTH2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB1"=30'2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
PROPOSED POND
W.S. ELEV. 519.00
PROPOSED DROP
OFF LANE
PROPOSED ASPHALT
PARKING AREA
(TYP.)
PROPOSED
DUMPSTER
AREA
SEE DETAIL
ON
SHEET
CS60001
PROPOSED 45' FLAG
POLES (TYP.)
REFUSE
DUMPSTER
PROPOSED HEAVY DUTY ASPHALT AREA FOR FIRE
ACCESS
PROPOSED
HEAVY-DUTY
ASPHALT DRIVE20.00
'
9.00'
20.00'
24.00
20.00'
2
4
.
0
0
'9'9'9'PROPOSED POST HALL 1 STORY BUILDING
FIN. FLR. ELEV. = 531.50 ±15,713 SF
PROPOSED FUTURE STORAGE BUILDING ±3,500 SF
PROPOSED FUTURE PICNIC
SHELTER
PROPOSED FUTURE GAZEBO
APPROX. LOCATION OF
TREELINE BASED UPON
AERIAL PHOTOGRAPHY
FEMA FLOOD PLAIN "AE"
BOUNDARY
80' FLOOD
PLAIN BUFFER
LINE
13+0
0
14+00
14+
6
6
F
L
A
G
U
P
L
I
G
H
T
F
L
A
G
U
P
L
I
G
H
T
F
L
A
G
U
P
L
I
G
H
T
30.00'6
7
.
0
0
'
GRAVEL
RECREATIONAL
VEHICLE
PARKING
PROPOSED 6' WIDE ASPHALT WALK R140.00'PROPOSED
OVERFLOW GRASS
PARKING AREA
R4.00'R4.00'R13.75'R41.47'R4.00'24.00'R33.03'24.00'PROPOSED STOP
SIGN AND BAR (TYP)R70.00'R20.13'R50.00'20.00'PROPOSED
HEAVEY DUTY
ASPHALT AREA
FOR FIRE ACCESS
AND BASKETBALL
COURT60.00'50.00'8.00'8.00'20.00'R115.00'R115.00'R24.58'FFE = 531.5022.00'67.57'PROPOSED
PORCH
PROPOSED FIRE
LANE
24.00'R20.00'R20.00'PROPOSED FLUSH
CURB/SIDEWALK9.00'20.00'109810101088886611559PROPOSED
FOREBAY
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR
CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
AAA
PCB
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APPROVED BY
OF6 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'
NORTH
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1003DETAILED SITE PLAN SOUTH1"=2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
PROPOSED
CLEARING
LIMITS
(TYP.)
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
100'
BUFFER
STREAM BUFFER (TYP.)
APPROX. LOCATION OF
TREELINE BASED UPON
AERIAL PHOTOGRAPHY
IDENTIFIED
SUITABLE SEPTIC
SOILS
PROPOSED UNDERGROUND
ELECTRIC SERVICE-0+250+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0
0
14+00
14+
6
6
A-ANNO-IDEN-ROOM
ROOM NAMEA-AREA
GENERAL AREA TAKE OFFS
A-AREA-1
AREA 1 BOUNDARYA-AREA-2 AREA 2 BOUNDARY521NC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)
PROPOSED SEPTIC AREA
611I-71 15 IN FES
RIM 520.44
INV OUT 519.00 (NW)
AD-20 2' X 4'
RIM 530.50
INV IN 525.00 (SE)
INV OUT 524.80 (W)
AD-21 2' X 4'
RIM 529.90
INV OUT 526.90 (NW)
AD-11 2' X 4'
RIM 528.25
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Donald Chitty PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
AAA
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SHEET
APPROVED BY
OF7 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267NORTH
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1501GRADING & DRAINAGE PLAN NORTH1"=40'2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
PROPOSED POND
W.S. ELEV. 519.00
APPROX. LOCATION OF
TREELINE BASED UPON
AERIAL PHOTOGRAPHY
FEMA FLOOD PLAIN "AE"
BOUNDARY
80' FLOOD
PLAIN BUFFER
LINE
14+
6
6
541560
I-79 18 IN FES
RIM 502.75
PROPOSED OUTLET STRUCTURE
I-78 4' X 4'
RIM 521.50
INV OUT 512.00 (N)
FES-1 18 IN FES
RIM 521.43
INV IN 519.77 (E)194 LF 15" RCP @ 0.80%CB-1 2' X 4'
RIM 531.29
INV IN 521.42 (NE)
INV IN 521.50 (E)
INV OUT 521.32 (W)
3
1
5

L
F

1
5
"

R
C
P
@

0
.
8
0%264 LF 15" RCP @ 1.25%AD-20 2' X 4'
RIM 530.50
INV IN 525.00 (SE)
INV OUT 524.80 (W)
AD-11 2' X 4'
RIM 528.25
INV OUT 525.00 (NW)
CB-10 2' X 4'
RIM 528.71
INV IN 524.04 (SE)
INV OUT 523.94 (SW)121 LF 15" RCP @ 0.80%121 LF 15" RCP @ 1.57%
PROPOSED
FOREBAY
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR
CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
AAA
PCB
SHEET
APPROVED BY
OF8 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267NORTH
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1502GRADING & DRAINAGE PLAN SOUTH1"=40'2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
DRIVEWAY (1)
HORIZONTAL SCALE: 1" = 80'
VERTICAL SCALE: 1" = 8'
480
490
500
510
520
530
540
550
480
490
500
510
520
530
540
550
-2+00 -1+00 0+00521.92522.801+00523.14521.302+00518.92516.553+00514.17511.804+00509.42507.055+00504.98503.446+00502.43501.957+00502.00502.588+00503.68505.329+00507.48510.1710+00513.17516.1711+00519.17522.1712+00525.17528.1613+00530.37531.3314+00531.52531.6915+00 16+00
0.35%
6.00
%
-4.
7
5
%
1.75%STA 0+00ELEV 521.92STA 14+66.12ELEV 531.75PVI STA = 1+00
PVI ELEV = 523.67
A.D. = -6.50
K = 10.00
BVCS: 0+67.50BVCE: 523.10EVCS: 1+32.50EVCE: 522.13HIGH POINT ELEV = 523.25
HIGH POINT STA = 0+85
65' VC
PVI STA = 13+00
PVI ELEV = 531.17
A.D. = -5.65
K = 20.00
BVCS: 12+43.49BVCE: 527.78EVCS: 13+56.51EVCE: 531.37113' VC
PVI STA = 7+00
PVI ELEV = 495.17
A.D. = +10.75
K = 47.28
BVCS: 4+45.87BVCE: 507.24EVCS: 9+54.13EVCE: 510.42LOW POINT ELEV = 501.91
LOW POINT STA = 6+70.45
508' VC
15 in HDPE
EXISTING CENTERLINE GRADE
PROPOSED CENTERLINE GRADE
PRO
P
O
S
E
D
C
L
E
A
RI
N
G
LIMI
T
S (
T
Y
P.)
APPR
O
X
.
LOCA
T
I
O
N
OFTREE
L
I
N
E
BASE
D
UPON
AERI
A
L
PHOT
O
G
R
A
P
H
Y
IDEN
TI
FI
E
D
SUIT
A
B
L
E
S
E
P
TI
C
SOIL
S
PROPOSEDUNDERGROUNDELECTRIC SERVICE-0+250+001+002+003+004+005+006+007+008+009
+
0
0
1
0
+
0
0 11+0012+0013+0014+
00
14+66
A-ANNO-IDEN-ROOMROOM NAME
A-AREAGENERAL AREA TAKE OFFSA-AREA-1AREA 1 BOUNDARYA-AREA-2AREA 2 BOUNDARY
FLAG
UPLIGHT
FLAG
UPLIGHT521PROPOSED SEPTIC AREAI-71 15 IN FES
RIM 520.44
INV OUT 519.00 (NW)
71 LF 15" HDPE @ 0.70%
I-72 15 IN FES
RIM 520.44
INV IN 518.50 (SE)264 LF
15
"
RCP
@
1
.25%
AD-20 2' X 4'
RIM 530.50
INV IN 525.00 (SE)
INV OUT 524.80 (W)
AD-21 2' X 4'
RIM 529.90
INV OUT 526.90 (NW)
AD-11 2' X 4'
RIM 528.25
INV OUT 525.00 (NW)121 LF 15" RCP @ 0.80%121 LF 15" RCP @ 1.57%60'' INV OUT 492.57
PROPOSED (2 RUNS)
42 LF
60'' INV OUT 493.28
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
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DRAWN BY
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PROJECT
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ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267NOR
T
H
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1503DRIVEWAY PROFILE1"=40'2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
PROPOSED
CLEARING
LIMITS
(TYP.)
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
100'
BUFFER
STREAM BUFFER (TYP.)
IDENTIFIED
SUITABLE SEPTIC
SOILS
PROPOSED UNDERGROUND
ELECTRIC SERVICE-0+250+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0
0
14+00
14+
6
6
A-ANNO-IDEN-ROOM
ROOM NAME
A-AREA
GENERAL AREA TAKE OFFS
A-AREA-1
AREA 1 BOUNDARY
A-AREA-2
AREA 2 BOUNDARY521NC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)
PROPOSED SEPTIC AREA
611I-71 15 IN FES
RIM 520.44
INV OUT 519.00 (NW)
71 LF 15" HDPE @ 0.70%
AD-20 2' X 4'
RIM 530.50
INV IN 525.00 (SE)
INV OUT 524.80 (W)
AD-21 2' X 4'
RIM 529.90
INV OUT 526.90 (NW)121 LF 15" RCP @ 1.57%
60'' INV OUT 492.57
60'' INV OUT 493.28
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
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PCB
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APPROVED BY
OF 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267NORTH
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1701UTILITY PLAN NORTH1"=40'2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB10
PROPOSED POND
W.S. ELEV. 519.00
IDENTIFIED
SUITABLE SEPTIC
SOILS
80.00'
STREAM BUFFER LINE
14+
6
6
PROPOSED
WATER WELL
541PROPOSED DRY FIRE HYDRANT (TYP)
560
I-79 18 IN FES
RIM 502.75 107 LF 15" HDPE @

9
.
3
2
%
PROPOSED OUTLET STRUCTURE
I-78 4' X 4'
RIM 521.50
INV OUT 512.00 (N)
FES-1 18 IN FES
RIM 521.43
INV IN 519.77 (E)194 LF 15" RCP @ 0.80%CB-1 2' X 4'
RIM 531.29
INV IN 521.42 (NE)
INV IN 521.50 (E)
INV OUT 521.32 (W)
3
1
5

L
F

1
5
"

R
C
P
@

0
.
8
0%264 LF 15" RCP @ 1.25%AD-20 2' X 4'
RIM 530.50
INV IN 525.00 (SE)
INV OUT 524.80 (W)
INV OUT 526.90 (NW)
AD-11 2' X 4'
RIM 528.25
INV OUT 525.00 (NW)
CB-10 2' X 4'
RIM 528.71
INV IN 524.04 (SE)
INV OUT 523.94 (SW)121 LF 15" RCP @ 0.80%121 LF 15" RCP @ 1.57%
PROPOSED
FOREBAY
PROPOSED 8" D.I.P.
WATER - FIRE LINE
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 7/20/2017 3:15 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR
CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
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APPROVED BY
OF11 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267NORTH
AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS1702UTILITY PLAN SOUTH1"=40'2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
l:\Projects\AMLG\amlg1701-american legion site development\DESIGN\CS\AMGL1701 CS-DETAILS.dwg PLOTTED: 6/15/2018 1:59 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.AMGL1701
1"=
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2018-05-17
PCB
SHEET
APPROVED BY
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DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267CS6001SITE DETAILS3'-0"2"GRADE7'-0"A
SECTION "A"
THRU BOLT
1 1/2" SQ. STEEL
TUBULAR POST
ALUMINUM
SIGN
SEE SHEETS CS1001 - CS1002
FOR SIGNS AND LOCATIONS
4,000 PSI CONCRETE
FOOTING
8" DIA. FOOTING
N.T.S.WHEN ADJACENT TO PEDESTRIAN WALKWAY (5'-0" OTHERWISE)STOP
R1-1
2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
l:\Projects\AMLG\amlg1701-american legion site development\DESIGN\CS\CS6002.dwg PLOTTED: 6/15/2018 1:59 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION
CS6002 BYNO.DATEREVISIONSAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.AMGL1701
N/A
DMC
2018-05-17
PCB
SHEET
APPROVED BY
OF13 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKSITE DETAILSPENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267CROSS SECTION SCHEMATIC OF WET DETENTION BASIN
NOT TO SCALE
INFLOW
BOTTOM OF POND
@ ELEV. 513.00
1
3
FOREBAY BOTTOM
ELEVATION @ 513.00
3
1
PERMANENT POOL @ ELEVATION 519.50
6.0' VEGETATED SHELF
6
1
3
1
TOP OF BERM @
ELEV. 523.00
TEMPORARY POOL @ ELEVATION 519.67
ANTI-SEEP COLLAR
(SEE DETAIL)
RISER SPILLWAY
ELEVATION @ 521.50
TOP OF BERM
@ ELEV. 523.00
1
3
1
3
RIP-RAP
(SEE DETAIL)
EMERGENCY
SPILLWAY @
ELEV. 522.00
BOTTOM ELEV. OF SEDIMENT
STORAGE @ 512.00
SEDIMENT STORAGE
BOTTOM ELEV. OF SEDIMENT
STORAGE @ 512.00
SEDIMENT STORAGE
(ALL SIDES OF MAIN POND
EXCLUDING FOREBAY, SEE
GRADING PLAN)
BOTTOM OF
VEGETATED SHELF @
ELEV. 519.00
3
1
SLOPE BEYOND TO
EXISTING GRADETOP OF VEGETATED
SHELF @ ELEV. 520.00
6
1
6.0' VEGETATED SHELF
1 6 6
1
RISER STRUCTURE DETAIL
PERMANENT POOL
4' X 4' BOX STRUCTURE
TOP OF RISER
NOTE: SEE NCDOT STANDARDS FOR DETAILS FOR
OUTLET STRUCTURE BOX, GRATE, REINFORCING, ETC.
NOTE: ALL CONCRETE TO BE 4,000 P.S.I. COMPRESSIVE
STRENGTH.6"ELEV. 512.00(24" RCP WITH RUBBER GASKETED JOINTS)
PROP. 3" Ø DRAW DOWN ORIFICE @ ELEV. 319.5
SPILLWAY ELEV. 522.00
AT ELEV. 519.50
6"3.5'AREA TO BE FILLED
WITH CONCRETE
PEAKED TRASH RACK
NTS
PERMANENT POOL
OUTLET STRUCTURE WALL
WATER QUALITY (DRAW DOWN) ORIFICE DETAIL
4" PVC DRAW DOWN TEE WITH
SOLID CAP
4" PVC CAP WITH DRILLED ORIFICE
(1.5"Ø ORIFICE) INV. 382.50
4" PVC DRAW DOWN TEE WITH
SCREEN CAP
6"6"6"SCALE:NTS
PROP. 3" Ø WATER QUALITY DRAW DOWN TEE
(SEE DETAIL)
ONE INCH WATER QUALITY
AT ELEV. 383.33
1 YR STORM EVENT
AT ELEV. 519.89
2 YR STORM EVENT
AT ELEV. 520.13
25 YR STORM EVENT
AT ELEV. 521.43
1
4" x 2" ALUMINUM FRAME.
FRAME SHALL BE BOLTED TO TOP OF
STRUCTURE WITH STAINLESS STEEL
HARDWARE. MOUNTING TO
STRUCTURE IN SHEAR PROHIBITED
1
2" REBAR 6' O.C. EACH WAY
2' X 3' LOCKABLE ACCES HATCH
APPROXIMATE HINGE LOCATIONS
1
2" REBAR 6' O.C. EACH WAY
2.25'2.25'2.50'8"13.5"27"8"13.5"TOP VIEW
SIDE VIEW
SIDE VIEW
TRASH RACK
PROPOSED STEPS 12" O.C. TO ALIGN
WITH TRASH RACK ACCESS HATCH
GRADE ON NORTH SIDE OF STRUCTURE
AT ELEV. 512.00
PROPOSED
SURFACE
PROPOSED SURFACE
PROVIDE LOCK
2:1
TO ELEV. 512.00
ELEV. 508.50
INV. 382.30
18" RUBBER
GASKET
JOINTED RCP
2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCBANTI-SEEP COLLAR DETAIL
KEY TRENCH
(SEE DETAIL ON SHT. CS8004)
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
100'
BUFFER
100'
BUFFER
STREAM BUFFER (TYP.)
FEMA
FLOOD
PLAIN
"AE"
BOUNDARY
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED LIMIT OF DISTURBANCE (14.41 ACRES)
PROPOSED SILT FENCE (TYP.)
A-ANNO-IDEN-ROOMROOM NAMEA-AREAGENERAL AREA TAKE OFFSA-AREA-2AREA 2 BOUNDARY
541521NC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)
INLET
PROTECTION
(TYP.)
INLET
PROTECTION
(TYP.)
INLET
PROTECTION
(TYP.)
INLET
PROTECTION
(TYP.)
INLET
PROTECTION
(TYP.)
SILT
FENCE
OUTLET
SILT
FENCE
OUTLET
560
5
4
0
L:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 11/3/2017 9:53 AM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
1"=80'
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PCB
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APPROVED BY
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.NORTH2018-05-17
CS8001EROSION CONTROL - PHASE 12018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCBCONSTRUCTION SEQUENCE
PROPOSED
POND
W.S.
ELEV.
519.00
PROPOSED CLEARING
LIMITS (TYP.)
℄ STREAM PER ORANGE
COUNTY GIS (TYP.)
100'
BUFFER
100'
BUFFER
100'
BUFFER
STREAM BUFFER (TYP.)
80.00'
STREAM BUFFER LINE
APPROX. LOCATION OF
TREELINE BASED UPON
AERIAL PHOTOGRAPHY
FEMA FLOOD
PLAIN "AE"
BOUNDARY
80'
FLOOD
PLAIN
BUFFER
LINE
A-ANNO-IDEN-ROOMROOM NAMEA-AREAGENERAL AREA TAKE OFFSA-AREA-1AREA 1 BOUNDARYA-AREA-2AREA 2 BOUNDARY
F
L
A
G
U
P
L
I
G
H
T
F
L
A
G
U
P
L
I
G
H
T
F
L
A
G
U
P
L
I
G
H
T
PROPOSED
WATER
WELL 541521PROPOSED

D
R
Y

F
I
R
E
HYDRANT (
T
Y
P
)NC HIGHWAY 54 (SR 54)(120' PUBLIC RIGHT-OF-WAY)8.00'8.00'20.00'560
535
5
4
01098
10101088886611559I-71 15 IN FES
RIM 520.44
INV OUT 519.00 (NW)
I-72 15 IN FES
RIM 520.44
INV IN 518.50 (SE)
FES-1 18 IN FES
RIM 521.43
INV IN 519.77 (E)
CB-1 2' X 4'
RIM 531.29
INV IN 521.42 (NE)
INV IN 521.50 (E)
INV OUT 521.32 (W)
AD-20 2' X 4'
RIM 530.50
INV IN 525.00 (SE)
INV OUT 524.80 (W)
AD-21 2' X 4'
RIM 529.90
INV OUT 526.90 (NW)
AD-11 2' X 4'
RIM 528.25
INV OUT 525.00 (NW)
CB-10 2' X 4'
RIM 528.71
INV IN 524.04 (SE)
INV OUT 523.94 (SW)
PROPOSED
FOREBAYPROPOSED 8" D.I.P.WATER - FIRE LINEL:\Projects\AMLG\AMLG1701-American Legion Site Development\DESIGN\CS\AMGL1701 CS-BASEMAP.dwg PLOTTED: 11/3/2017 9:53 AM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMGL1701
1"=100'
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APPROVED BY
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 100'200'PENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267AMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.2018-05-17
CS8002EROSION CONTROL - PHASE 22018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
l:\Projects\AMLG\amlg1701-american legion site development\DESIGN\CS\CS8003.dwg PLOTTED: 6/15/2018 2:01 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.AMGL1701
1"=
AAA
2018-05-17
PCB
SHEET
APPROVED BY
OF16 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267CS8003EROSION CONTROL DETAILS2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCB
l:\Projects\AMLG\amlg1701-american legion site development\DESIGN\CS\CS8004.dwg PLOTTED: 6/15/2018 2:01 PM, BY: Amir Arabi PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----PRELIMINARY - NOT FOR CONSTRUCTION BYNO.DATEREVISIONSAMERICAN LEGION POST FACILITYHIGHWAY 54CHAPEL HILL, NORTH CAROLINAPO BOX 2323CHAPEL HILL, NC 27515CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.AMGL1701
1"=
AAA
2018-05-17
PCB
SHEET
APPROVED BY
OF17 17
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.401 Providence Road #200Chapel Hill, NC 27514T 919.929.1173F 919.493.6548Firm LicenseF-1267CS8004EROSION CONTROL DETAILS2018-06-08 1 STORM WATER - EROSION CONT. & NCDOT SUBMITTALPCBNOTE:
SEE GRADING PLAN FOR SLOPE
OF EACH RESPECTIVE BERM
6" TOPSOIL & SEEDED
STANDARD BASIN BERM NOTES:
1.) PRIOR TO PLACEMENT OF FILL MATERIAL, THE EXISTING GROUND BENEATH THE EMBANKMENT SHALL BE CLEARED OF ALL TREE STUMPS, BRUSH, ROOTS, AND OTHER ORGANIC MATERIAL SUBJECT TO DECOMPOSITION, OVERSIZED STONES, AND ANY OTHER
OBJECTIONABLE MATERIAL. FOLLOWING CLEARING, THE SURFACE ON OR AGAINST WHERE THE FILL IS TO BE PLACED SHALL BE SCARIFIED (BROKEN TO A DEPTH OF SIX (6) INCHES) PRIOR TO PLACEMENT OF FILL. THE CUT-OFF TRENCH SHALL BE EXCAVATED TO A
DEPTH OF FOUR (4) FEET BELOW EXISTING GRADE. THE EXCAVATION SHALL BE DONE PARALLEL TO THE CENTERLINE OF THE EMBANKMENT. THE MINIMUM BOTTOM WIDTH OF THE CUT-OFF TRENCH SHALL BE EIGHT (8) FEET BUT WIDE ENOUGH TO PERMIT OPERATION
OF COMPACTION EQUIPMENT. THE SIDE SLOPES SHALL BE NO STEEPER THAN 1:1. THE TRENCH SHALL BE KEPT FREE OF STANDING WATER DURING THE BACKFILL OPERATIONS.
2.) ALL FILL SHALL BE TAKEN FROM SELECT BORROW AREAS. IT SHALL BE FREE FROM BRUSH, ROOTS, AND OTHER ORGANIC MATERIAL SUBJECT TO DECOMPOSITION, OVERSIZED STONES, AND ANY OTHER OBJECTIONABLE MATERIAL.
4.) FILL MATERIAL IN ALL EMBANKMENTS SHALL PLACED IN 6 TO 8 INCH LIFTS AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGHT OF THE FILL. FILL MATERIAL SHALL BE BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DENSITY OBTAINED FROM THE
COMPACTION TESTS PERFORMED BY THE APPROPRIATE METHOD IN ASTM 0698. COMPACTION SHALL BE OBTAINED BY USING MECHANICAL SHEEP FOOT ROLLERS.
5.) THE EMBANKMENT SHALL BE CONSTRUCTED TO AN ELEVATION 5% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLEMENT.
6.) NO ROCK FILL AND/OR GRAVEL SHALL BE PLACED BELOW THE CLAY CORE.
EMBANKMENT: APPROVED ON-SITE MATERIALS CONSISTING
OF SOIL DESIGNATIONS: USCS: SP, SM, SC, ML AND CL
COMPACTED TO 95% MAX. DRY DENSITY (AS DETERMINED
BY MODIFIED PROCTOR). TO CONFIRM PROPER
COMPACTION IS ACHIEVED, DENSITY TESTS SHOULD BE
COMPLETED BY THE GEOTECHNICAL ENGINEER OF RECORD
ON EACH LIFT OF FILL PLACED.
3
10'
NATURAL SOIL4.0' MIN.BASIN BOTTOM
CORE: CLAY AND/OR SILT SOIL
(SOIL DESIGNATIONS: USCS: CL AND/OR ML)
WITH A MAXIMUM PERMEABILITY OF
10 CM /SEC. COMPACTED TO 95% MAX. DRY
DENSITY (AS DETERMINED BY MODIFIED
PROCTOR) AND TO BE EXTENDED 4' MINIMUM
UNDER BASIN BOTTOM
1
1
1
1 NOTE: PLACE AND
COMPACT MATERIAL IN 6"
TO 8" MAX LIFTS.
TYPICAL EXISTING GRADE, REMOVE TOPSOIL,
LOOSE OR FOREIGN MATERIALS, AND ALL
VEGETATION & ROOTS
8.0' (MIN.)'
3
EMBANKMENT: APPROVED ON-SITE MATERIALS CONSISTING
OF SOIL DESIGNATIONS: USCS: SP, SM, SC, ML AND CL
COMPACTED TO 95% MAX. DRY DENSITY (AS DETERMINED
BY MODIFIED PROCTOR). TO CONFIRM PROPER
COMPACTION IS ACHIEVED, DENSITY TESTS SHOULD BE
COMPLETED BY THE GEOTECHNICAL ENGINEER OF RECORD
ON EACH LIFT OF FILL PLACED.
8.0' (MIN.)
EXISTING GRADE
SCALE: N.T.S.
BERM & CUTOFF TRENCH DETAIL
(FOR BERMS IN FILL CONDITION)
(KEY TRENCH)