20181199 Ver 1_SIte Plan - Part 1_20181018

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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-CONSTRUCTIONCON FERENCE
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.
Impervious Type
Area (sf)
DRIVEWAY
32380
RV
10126
PARKING DRIVEWAY
31278
PARKING SPOTS
22238
BUILDING
26197
DUMPSTER
7354
SIDEWALKS
7469
STORAGE
1600
PICNIC SHELTER
1800
TOTAL IMPERVIOUS
140441
Total Site Area 5591666
Built Upon Area 3�
Percent (BUA)
Know whaft below.
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AMERICAN LEGION POST FACILITY
NON-RESIDENTIAL SITE PLAN APPLICATION
ORANGE COUNTY
REVISION OCTOBER 18, 2018
PREPARED FOR:
OWNER/DEVELOPER
CHAPEL HILL POST NO. 6 AMERICAN LEGION, INC.
USGS MAP
Scale: 1 " = 2000'
PO BOX 2323
CHAPEL HILL, NC 27515
LOCATION MAP
Scale: 1 " = 2000'
PREPARED BY:
PENNONI ASSOCIATES INC.
nnoni
Firm License
F-1267
401 Providence Road #200
Chapel Hill, NC 27514
T 919.929.1173
F 919.493.6548
Sheet List Table
Sheet Number
,i
Sheet Description
1
CS0001
COVER SHEET
2
Ip
GENERAL NOTES AND LEGEND
3
I
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
CS 1502
GRADING & DRAINAGE PLAN SOUTH
9
CS1503
DRIVEWAY PROFILE
10
01
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
USGS MAP
Scale: 1 " = 2000'
PO BOX 2323
CHAPEL HILL, NC 27515
LOCATION MAP
Scale: 1 " = 2000'
PREPARED BY:
PENNONI ASSOCIATES INC.
nnoni
Firm License
F-1267
401 Providence Road #200
Chapel Hill, NC 27514
T 919.929.1173
F 919.493.6548
Sheet 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
CS 1502
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
18
LP0001
LIGHTING PLAN
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L-1.0
LANDSCAPE TREE PRESERVATION PLAN
L-1.1
EXISTING CONDITIONS AERIAL MAP
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L-2.0
LANDSCAPE PLAN
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L-2.1
LANDSCAPE PLAN
SOILS MAP
Scale: 1 " = 2000'
CITE F)ATA-
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: 143,257 SF TOTAL (2.6%)
BUILDING SQUARE FOOTAGE: 15,789 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 #3710974900.1
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
PROPOSED DISTURBED AREA (EXCLUDING THE PROPOSED SEPTIC
RESERVED AREA) (632,590 S.F.)(14.6 AC)
PRELIMINARY - NOT FOR CONSTRUCTION
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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
SPECIFIC
BY PENNONI ASSOCIATES FOR THE
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.
PROJECT
AM G L 1701
DATE
2018-05-17
DRAWING SCALE
N/A
DRAWN BY
AAA
APPROVED BY
PCB
CS0001
SHEET 1
OF 18

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LEGEND
EX/ST/NG I DESCRIPTION
rvr CABLE TV, JUNCTION BOX
TV CABLE TV MANHOLE
OC OC OC OC CABLE TV, OVERHEAD
M CABLE TV, PANEL BOX
N ® CABLE TV, PEDESTAL
11 IF CABLE TV, STUB OUT
UC UC UC UC CABLE TV, UNDERGROUND
-a- CABLE TV, WITNESS POST
CHANNEL
a ® COMMUNICATION, HANOHOLE
cJa ® COMMUNICATION, JUNCTION BOX
© © COMMUNICATION, MANHOLE
OC OC OC OC COMMUNICATION, OVERHEAD
R ® COMMUNICA TION, PANEL BOX
© © COMMUNICATION, PEDESTAL
T T COMMUNICATION, STUB OUT
UC UC UC UC COMMUNICATION, UNDERGROUND
11 COMMUNICATION, WITNESS POST
CONTROL, BENCHMARK
CONTROL, GPS
A CONTROL, MAPPING
A CONTROL, REFERENCE
A CONTROL, TRAVERSE
CURB
CURB DEPRESS/ON
EDGE OF PA VEMENT
EDGE OF GRA VEL
EASEMENT
FENCE
x 0 x FIBER OPTIC, HANDHOLE
� 1 I rodB FIBER OPTIC, JUNCTION BOX
� FO FIBER OPTIC, MANHOLE
C -J
FO FO FO FO FIBER OPTIC, OVERHEAD
oP In FIBER OPTIC, PANEL BOX
FC FO FIBER OPTIC, PEDESTAL
r;� FIBER OPTIC, STUB OUT
FO FO FO FO FIBER OPTIC, UNDERGROUND
-Ja- -EF- FIBER OPTIC, WITNESS POST
FLOODPLAIN
FL FL FUEL, MANHOLE
OFG OFG OFG OFG FUEL, OVERHEAD
-
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FUEL PLUG
-
PA POMP FUEL, PUMP
UFG UFG UFG UFG FUEL, UNDERGROUND
I I I GUIDE RAIL
I LOD I I L/M/TS OFDIS TURSANCE
& & MARK/NG, HAND/CAP PARKING
D a NATURAL GAS, METER
O © NATURAL GAS, MANHOLE
_019-019- OG OG NATURAL GAS, OVERHEAD
¢' 7 NATURAL GAS, STUB OUT
Cal lu NATURAL GAS, I64WOERGROUND
UG UG UG UG NATURAL GAS, W/TNESS POST
-0-- � PHONE, HANDHOLE
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M rJe PHONE, MANHOLE
TD O PHONE, OVERHEAD
OT OT OT OT PHONE, PANEL BOX
TPB TPB PHONE, PEDESTAL
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7 T PHONE, UNDERGROUND
UT UT UT UT PHONE, WITNESS POST
-Ja- __4 POWER, GUYPOLE
$ ( POWER, GUY WIRE
a o POWER, HANDHOLE
F.a EJe POWER, JUNCTIONBOX
p-❑ 0-0 POWER, SINGLE HEAD LIGHT
POWER, DOUBLEHEADL/GHT
7-0 7 POWER, THREE HEADLIGHT
* + POWER, FOUR HEADLIGHT
0 * POWER, LIGHT
'`< ifPOWER, SPOTLIGHT
C ---::o 0_� POWER, LIGHTPOLES/NGLE
POWER, LIGHTPOLEDOUBLE
EO OO POWER, MANHOLE
of of OE of POWER, OVERHEAD
D OO POWER, METER
hi3 EPB POWER, PANEL BOX
© OO POWER, PEDESTAL
� T POWER, STUB OUT
© m POWER, TRANSFORMER
UE -UE- -E-E- POWER, UNDERGROUND
POWER, UTILITYPOLE
-Ja- _ POWER, WITNESSPOST
-A POWER, YARD LIGHT
PROPERTY, LINE
LEGAL RIGHT-OF-WAY
0 0 PROPERTY, CORNER FOUND
Q Q PROPERTY, CORNER FOUND (OTHERS)
E. ❑° PROPERTY, CONCRETE MONUMENT
_ _ PROPERTY, ADJOINING LINED
PROPERTY, L/NE RESERVED
O° OO RA/L, MILE MARKER
M Rp RA/L, PANEL BOX
RA/L, TRACK
® ® SITE, A/R COMPRESSOR
® ® SITE, A/R CONDITIONER
O O SITE, BOLLARD
0 0 SITE, BOR/NG LOCA TION
BU/LD/NG
T (M SITE, FLAG POLE
® ® SITE, HEADSTONE
to to SITE, MAIL BOX
0 0 SITE, MON/TOR WELL
B e SITE, PARK/NG METER
® ® SITE, POST
v� v. SITE, S/GN POST AND BOARD
v v SITE, TRAFFIC SIGN
SOIL BOUNDARY
WaC SOIL LABEL
CLASS B SUP CONDITIONS OF APPROVAL GENERAL CONSTRUCTION AND GRADING NOTES: GENERAL UTILITY NOTES: ORANGE COUNTY SOLID WASTE NOTES
1. In accordance with the provision(s) of Section(s) 5.2.1 Table of Permitted Uses and 5.7.4 1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES AND 1. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, 1. CONSTRUCTION WASTE
SANITARY AND STORM SEWER TELEPHONE CABLE FIBER OPTIC ETC. WITHIN THE a. ALL EXISTING STRUCTURES ARE FEET AND LARGER HALL BEASSESSED
Camp/Retreat Center of the UDO, activities allowed to occur on the property shall be in accordance OSHA STANDARDS ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY S G S UC S 500 SQUARE G S
with the submitted application package and narrative as approved by the Orange County Board of THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT TO ENSURE COMPLIANCE WITH
Adjustment on January 8, 2018. OWNER/DEVELOPER. CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE THE COUNTY'S REGULATED RECYCLABLE MATERIALS ORDINANCE (RRMO) AND TO
UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE
ASSESS THE POTENTIAL FOR DECONSTRUCTION AND/OR THE REUSE OF
2. Bona fide farm activities shall be allowed to continue on the subject parcels. In accoidance with the 2, THE CONTRACTOR SHALL BE REQUIRED TO REVIEW AND ABIDE BY SPECIFICATIONS OF CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES SALVAGEABLE MATERIALS..
of Sections 5.7.4 and 6.13 of the UDO no disturbance of required land use stream
provision(s) O q � , THE PLAN AND ALL SUPPORTING DOCUMENTS, PERMITS, AND REPORTS FOR THIS SITE, DURING CONSTRUCTION AT NO COST TO THE OWNER. b. PURSUANT TO THE COUNTY'S RRMO, CLEAN WOOD WASTE, SCRAP METAL, AND
or floodplain buffers as denoted on the approved site plan shall be permitted to occur. INCLUDING NOT BUT NOT LIMITED TO: CORRUGATED CARDBOARD PRESENT IN CONSTRUCTION OR DEMOLITION WASTE
3 In accordance with the provision(s) Section 5.7.4 Camp/Retreat Center, and consistent with the • EROSION AND SEDIMENTATION CONTROL PLAN 2. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE MUST BE RECYCLED.
submitted application package, site plan, and narrative as approved by the Orange County Board of • STORMWATER MANAGEMENT PLAN. EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT c. PURSUANT TO THE COUNTY'S RRMO, ALL HAULERS OF MIXED CONSTRUCTION AND
Adjustment on January 8, 2018, a 100 ft. wide landscape buffer shall be provided along perimeter SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE DEMOLITION WASTE WHICH INCLUDES ANY REGULATED RECYCLABLE MATERIALS
of the subject parcels. Existing vegetation shall be preserved within this buffer in perpetuity except 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY PAID ADDITIONALLY FOR THIS COORDINATION. SHALL BE LICENSED BY ORANGE COUNTY.
for the removal of vegetation necessary to allow for the installation of driveways, public and/or DISCREPANCIES OR ERROR THEY DISCOVER IN THE PLANS. d. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE, THE
private utilities ponds, erosion control and stormwater measures and/or devices.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND
APPLICANT SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE WITH
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In the event this land use buffer area is disturbed, the applicant shall be required to submit a formal 4. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE DEPTHS OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE SOLID WASTE STAFF. THIS MAY BE THE SAME PRE -CONSTRUCTION MEETING HELD
OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE OF THE WORK TO START OF WORK AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR WITH OTHER DEVELOPMENT/ENFORCEMENT OFFICIALS.
landscape plan outlining the replacement/replanting of vegetation to the County for review. This BE UNACCEPTABLE. PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE e. THE PRESENCE IF ANY ASBESTOS CONTAINING MATERIALS (ACM) AND/OR OTHER
plan will need to be submitted within 90 days of the disturbance occurring. ALL EXISTING FACILITIES ON THESE PLANS; HOWEVER, THIS INFORMATION IS SHOWN HAZARDOUS MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH ANY AND ALL
4. For public safety as required in 5.3.2 (B) (2) and to ensure the proposed use is in harmony with the 5. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER ASSUMES NO LOCAL, STATE, AND FEDERAL REGULATIONS AND GUIDELINES.
general area as required in Section 5.3.2 (A) (2) (c) of the UDO, the project shall comply with noise EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN.
standards, including hours of operation, as detailed within Chapter 16 Article 3 of the Orange SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES INSPECTION NOTES
County Code of Ordinances. PAID ADDITIONALLY FOR THIS COORDINATION. THE CONTRACTOR SHOULD SEEK AND STRUCTURES IS NOT GUARANTEED.
5. To promote the public health, safety and general welfare as required in Section 5.3.2 (A) ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND PROTECT THEIR 1. A SINGLE ELECTRICAL SERVICE SHALL BE PROVIDED TO SERVE THE STRUCTURE
(2) (a), to ensure adjacent property values are maintained or enhanced as required in Section FACILITIES. IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXACT LOCATION AND WITH THE EXCEPTION IF A FIRE PUMP WAS REQUIRED. ARTICLE 230.2 A 2014 EDITION
5.3.2 (A) (2) (b), and to ensure the proposed use is in harmony with the general area as required in THE OWNER AND DESIGN ENGINEER FOR INSTRUCTION BEFORE PROCEEDING WITH PROTECTION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE OF NORTH CAROLINA ELECTRIC CODE.
Section 5.3.2 (A) (2) (c) of the UDO all lighting installed on the property shall comply with the WORK. THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND 2. ADDRESS NUMBERS MUST BE A MINIMUM OF 4 INCHES HIGH AND OF CONTRASTING
piovisions of Section 6.11 of the UDO. Under no circumstances may lighting levels exceed 0.1 ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR. COLOR TO THEIR BACKGROUND. REFLECTIVE NUMBERS ARE PREFERRED. WHEN THE
foot-candles at any property line. 6. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE DISTANCE FROM THE STREET OR FIRE DEPARTMENT ACCESS LANE TO THE FRONT
AUTHORIZED BY THE OWNER AND APPLICANT. 5. CONTRACTOR MUST APPLY FOR ALL UTILITY CONNECTION APPLICATIONS. OR ADDRESS SIDE OF THE BUILDING EXCEEDS 25 FEET, LARGER NUMBERS ARE
6 To piomote the public health, safety and general welfare as required in Section 5.3.2 (A) CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES FOR REQUIRED. 26 FEET TO 50 FEET SHALL HAVE 8 INCH NUMBERS, 51-75 FEET SHALL
(2) (a), to ensure adjacent property values are maintained or enhanced as required in Section 7. TRAFFIC CONTROL METHODS, SUCH AS BARRICADES, SUFFICIENT LIGHTS, SIGNS, ETC., CONSTRUCTION. REFER TO COVER SHEET FOR AVAILABLE UTILITY COMPANY LIST. HAVE 12 INCH NUMBERS AND OVER 75 FEET SHALL HAVE 18 INCH NUMBERS. WHERE
5.3.2 (A) (2) (b), and to ensure the proposed use is in harmony with the general aiea as required in MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE ACCESS IS BY PRIVATE MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE
Section 5.3.2 (A) (2) (c) of the UDO, fireworks usage on site shall be restricted to Veterans Day, PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION IN ACCORDANCE WITH 6. CONTRACTOR MUST OBTAIN ANY REQUIRED UTILITY DETAILS FOR RECONNECTION OF VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS
Memorial Day, the Fourth of July, and Labor Day. Proper state and local permitting for any CURRENT AND NCDOT STANDARDS. EXISTING SERVICES OR NEW SERVICE AND IS RESPONSIBLE FOR THE CONSTRUCTION SHALL BE USED TO IDENTIFY THE STRUCTURE.
firework usage shall be obtained prior to firework activities. Communication with the community
OF EACH NEW SERVICE PER THE APPROPRIATE UTILITY COMPANY'S SPECIFICATIONS.
3. KEY BOXES SHALL BE REQUIRED ON ANY BUILDING THAT HAS A FIRE ALARM SYSTEM
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shall be made via website or other similar medium detailing the date, time, and hours of the 8. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, FENCING A FIRE SPRINKLER SYSTEM, AN ELEVATOR, OR SPECIAL LOCKING ARRANGEMENTS.
firework activity prior to the fireworks being used on site. AND OTHER APPROPRIATE SAFETY ITEMS/MEASURES NECESSARY TO PROTECT THE 7. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL THE KEY BOX SHALL BE OF AN APPROVED TYPE AS REQUIRED FROM THE CHAPEL
7 . For public safety as requiied in 5.3.2 (B) (2) of the UDO, the Orange County Fire Marshal shall PUBLIC FROM THE WORK AREA CONSTRUCTION ACTIVITIES. UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO HILL FIRE DEPARTMENT. THE SIZE OF THE KEY BOX WILL BE DETERMINED BY THE
CURBING, PAVING, AND COMPACTED SUB -GRADE. NUMBER OF KEYS NECESSARY TO MITIGATE ANY EMERGENCY SITUATION BASED ON
review and approve the final site plan, including construction of any and all 9. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF THE BUILDING AND ITS OCCUPANCY. AN APPROVED LOCK SHALL BE INSTALLED ON
required fire suppression ponds/facilities, prior to the commencement of eailh disturbing activities. ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL 8. IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER GATES OR SIMILAR BARRIERS WHEN REQUIRED BY THE FIRE CODE OFFICIAL. KEYS
8. For public safety as required in 5.3.2 (B) (2) of the UDO, access to the existing cemetery shall be PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC. AND ENGINEER FOR INSTRUCTION BEFORE PROCEEDING WITH WORK. SHALL BE CHANGED OUT IMMEDIATELY IF THE LOCKS ARE CHANGED OR REKEYED
provided in accordance with the provisions ofNCGS Section 65-101.
9. For public safety as required in Section ns o (B) (2), to ensure viable vehicular access as required 10. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND 9. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM
in Section 5.fet ( s (3), and in accordance with the provisions viable
Section 2.5 of the UDO the TO ALL BUILDINGS NEAR CONSTRUCTION. IN TIME OF RAIN OR MUD, ROADS SHALL BE CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
applicant shall apply for and obtain a driveway permit from the s o Department of Transportation ABLE TO CARRY A FIRE TRUCK BY BEING PAVED OR HAVING A CRUSHED STONE BASE, FIRE DEPARTMENT NOTES
(NC DOT) denoting the approved location w access drives and other Department
iequied improvements prior ETC., WITH A MINIMUM WIDTH OF 20 FEET. ACCESS TO BUILDINGS THAT HAVE 10. THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES
to the commencement e earth d location
activity. SPRINKLER OR STANDPIPE SYSTEMS SHALL BE WITHIN 40 FEET OF THE FIRE NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND 1. FIRE APPARATUS ACCESS ROADS; ANY FIRE APPARATUS ACCESS ROADS, ANY
disturbing y. DEPARTMENT CONNECTOR. (NFPA 1141 3-1) SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. PUBLIC/PRIVATE STREET, PARKING LOT ACCESS, FIRE LANES AND ACCESS
10. Per Section 2.5 of the UDO the applicant shall obtain all necessary permits from the County ROADWAYS, USED FOR FIRE DEPARTMENT ACCESS SHALL BE ALL WEATHER AND
associated with the development of the property consistent with the approved Special Use Permit, 11. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS 11. SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT DESIGNED TO CARRY THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING AT LEAST
including but not limited to: FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONALLY BEDDING SHALL BE GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST 80,000 LBS. FIRE APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM WIDTH OF 20'
a. Building/ Solid Waste Management Permit, REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE EXCLUSIVE OF SHOULDERS WITH AN OVERHEAD CLEARANCE OF AT LEAST 13'-6" FOR
b. Environmental Health Permit, RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE STRUCTURES NOT EXCEEDING 30' IN HEIGHT AND SHALL PROVIDE ACCESS TO
PROPERLY CONSTRUCT THE WORK. CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE WITHIN 150' OF ALL EXTERIOR PORTIONS OF THE BUILDING. STRUCTURES
c. Erosion Control Management Permit, SPECIFICATIONS. EXCEEDING 30' IN HEIGHT SHALL BE PROVIDED WITH AN AERIAL APPARATUS ACCESS
d. Stormwater Permit, and 12. BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF ROAD 26' IN WIDTH IN THE IMMEDIATE VICINITY OF THE BUILDING OR PORTION
e. Zoning Compliance Permit. THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE 12. CONTRACTOR SHALL EXCAVATE ONLY ENOUGH TRENCH FOR WHICH PIPE CAN BE THEREOF AND SHALL PROVIDE AT LEAST ONE OF THE REQUIRED ACCESS ROADS TO
FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN INSTALLED AND TRENCH BACKFILLED BY THE END OF EACH WORK DAY. BE LOCATED NOT LESS THAN 15' AND NOT MORE THAN 30' FROM THE STRUCTURE
11. In accordance with the provisions of Section 2.7.12 (C) of the UDO, if any condition of this Special PARALLEL TO ONE ENTIRE SIDE OF THE STRUCTURE. NC FPC 2012 502.1,503.1.1,
LAYERS NOT TO EXCEED SIX (6) INCHES IN COMPACTED FILL THICKNESS. A REPORT
Use Permit shall be held invalid or void, then this Special Use Permit shall be void in its entirety FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS 13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS 503.2.1, D102.1
and of no effect. INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE 2. GRADE AND APPROACH; FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10%
12. In accordance with the provisions of Section 2.7.12 (D) of the UDO, the Special Use Permit will DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE IN GRADE UNLESS APPROVED BY THE FIRE CHIEF AND ALL APPROACH AND
automatically expire within 12 months from the date of approval if the use has not commenced or RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO DEPARTURE ANGLES SHALL BE WITHIN THE LIMITS ESTABLISHED BASED ON THE
construction has not commenced or proceeded unless a timely application for extension of this time 13. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS PROPERLY CONSTRUCT THE WORK. DEPARTMENT'S APPARATUS. NC FPC 2012, 503.2.7, 503.2.8 and D103.2
limit is approved by the Board of Adjustment. MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT 3. GATES AND BARRICADES; WHERE REQUIRED OR AUTHORIZED BY THE FIRE CODE
BE LIMITED TO, A) REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE 14. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE OFFICIAL AND PERMANENT OR TEMPORARY CONSTRUCTION, ANY GATES ACROSS
STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR B) REGRADING AS DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL FIRE APPARATUS ACCESS ROADS SHALL BE A MINIMUM WIDTH OF 20 FEET, BE OF
REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SWINGING OR SLIDING TYPE, HAVE AN EMERGENCY MEANS OF OPERATION, SHALL
SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. BE OPENABLE BY EITHER FORCIBLE ENTRY OR KEYED, CAPABLE OF BEING
Per Section(s) 2.7.12 and 2.12.15 of the Ordinance, the Secretary to the BOA filed this Notice of Board SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC OPERATED BY ONE PERSON, AND SHALL BE INSTALLED AND MAINTAINED
WORKS INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM
ACCORDING TO UL 325 and ASTM F 2200. NC FPC 2012 503.5 503.6 D103.5
of Adjustment Action concerning the disposition of the aforementioned application in the office of the REQUIREMENT. >
Planning Director on Friday, January 12, 2018. THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. FIRE LANES; WHERE REQUIRED, APPROVED MARKING SIGNS INCLUDING THE
14. THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES WORDS, NO PARKING -FIRE LANE SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS
NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND 15. RUNOFF FROM IMPERVIOUS AREAS SHALL NOT BE DIRECTED INTO THE SANITARY ACCESS ROADS TO IDENTIFY SUCH ROADS. NC FPC 2012, 503.3, D103.6, D103.6.1,
SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. SEWER NOR ONTO ADJACENT PROPERTIES. D103.6.2
LEGEND 5. PREMISE IDENTIFICATION; APPROVED BUILDING ADDRESS NUMBERS, PLACED IN
EX/ST/NG PROPOSED DESCRIPTION 15. SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT 16. ALL JOINTS ON THE STORM WATER CONVEYANCE SYSTEM SHALL BE WATERTIGHT. ACCEPTABLE POSITION TO THE FIRE CODE OFFICIAL, SHALL BE REQUIRED ON ALL
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT, NEW BUILDINGS. NC FPC 2012, 505.1
BY THE FIRE CODE OFFICIAL, 0 0 SAN/TARYSEWER, CLEAN-OUT TEST AND CERTIFY TO THE COMPACTION OF ALL LOAD BEARING FILLS. THE 17. ALL CONSTRUCTION ASSOCIATED WITH WATER AND SANITARY SEWER SHALL BE IN 6. KEY BOXES; WHERE REQUIRED A SECURE KEY BOX,
SAN/TARYSEWER, FORCEMAIN GEOTECHNICAL ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE ACCORDANCE WITH ORANGE COUNTY STANDARDS AND SPECIFICATIONS. MOUNTED ON THE ADDRESS SIDE OF THE BUILDING, NEAR THE MAIN ENTRANCE,
FM CONTRACTOR, THE OWNER AND TO THE OWNER'S REPRESENTATIVE AND SHALL SHALL BE PROVIDED TO ENSURE ADEQUATE ACCESS TO THE BUILDING BASED ON
FM FM SAN/TARYSEWER, FORCE MAIN MANHOLE PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR, SHOULD 18. ALL ELECTRICAL SERVICE LINES TO OR AROUND THE PROPOSED STRUCTURE SHALL BE LIFE SAFETY AND/OR FIRE PROTECTION NEEDS. NC FPC 2012, 506
W 10 SAN/TARYSEWER, FORCE STUB OUT WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. UNDERGROUND. 7. FIRE HYDRANTS; THE ADDITION OF ANY REQUIRED HYDRANTS TO SERVE THE
SUBMITTED BUILDING MUST FLOW A MINIMUM OF 2500 GPM PER TOWN ENGINEERING
SAN/TARYSEWER, LATERAL 16. ALL PERMITS MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. APPROVED BY THE FIRE CODE OFFICIAL. THE FARTHEST STANDARDS UNLESS
S - S - S HYDRANT SERVING A PROPOSED STRUCTURE MUST BE NO MORE THAN 500 FEET
O O17.
MANHOLE DISTANT. A MAXIMUM DISTANCE OF 500 FEET SPACING BETWEEN HYDRANTS MUST
17. ALL PAVEMENT MARKINGS AND REGULATORY SIGNS ON PRIVATE PROPERTY SHALL ADA INSTRUCTIONS TO CONTRACTOR:
-S-S- _S_S_ SAN/TARYSEWER, UNDERGROUND (4 -DIA TO 10"D/A) CONFORM TO CURRENT MUTCD STANDARDS. BE MAINTAINED UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL.
4P SAN/TARYSEWER, SEPTIC TANK 18. ARCHITECTURAL INFORMATION PROVIDED TO PENNONI BY GURLITZ ARCHITECTURAL CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF LESSER SPACING DISTANCES MAY BE REQUIRED. A MINIMUM WORKING SPACE OF 3
GROUP ON 04/25/2018. ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE FEET MUST BE MAINTAINED AROUND ALL HYDRANTS. WHERE HYDRANTS ARE
T T SAN/TARYSEWER, STUB OUT COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS SUBJECT TO PHYSICAL IMPACT, PHYSICAL PROTECTION MAY BE REQUIRED, NC FPC
IR [a SAN/TARYSEWER, VALVE AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR 2012, 507.5.6. THE MINIMUM NUMBER OF REQUIRED HYDRANTS AND THEIR SPACING
UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL MUST MEET NC FPC 2012, APPENDIX C, TABLE C 105.1
-.D- _fT_ SAN/TARYSEWER, WITNESSPOST WATER AND SEWER SERVICE NOTES: FROM PARKING SPACE(S), PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, 8. FIRE DEPARTMENT CONNECTIONS, LOCATIONS; ANY REQUIRED FDCS FOR ANY
STREAM 1. HORIZONTAL AND VERTICAL SEPARATION INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST BUILDINGS SHALL MEET THE DESIGN AND INSTALLATION REQUIREMENTS FOR THE
COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED CURRENT, APPROVED EDITION OF NFPA 13,13D, 13R, OR 14 OF THE NC FPC 2012 AND
=1 0 STORM SEWER, /NL ET 1.1. SANITARY SEWERS SHALL BE LAID AT LEAST 10 -FEET HORIZONTALLY FROM ANY TO THE FOLLOWING: TOWN ORDINANCES; 7-38 FOR LOCATION. FDCS SHALL BE INSTALLED ON THE
C C S TORM SEWER, HEADWALL EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE STREET/ ADDRESS SIDE OF THE BUILDING AND WITHIN 100' OF A HYDRANT OR
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 -FOOT 1. PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL AND SHALL NOT BE
O O STORM SEWER, MANHOLE SEPARATION, THE PUBLIC WORKS SUPPLY MAY ALLOW DEVIATION ACASE-BY-CASE FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. OBSTRUCTED OR HINDERED BY PARKING OR LANDSCAPING. FDC'S SHALL BE _ O O STORM SEWEREQUIPPED WITH NST., UNDERGROUND BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION ON °
2. CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3 /°) FOR A MAXIMUM OF SIX (6) FEET. 9. FIRE DEPARTMENT CONNECTIONS, INSTALLATION; A WORKING SPACE OF NOT LESS
`k STORM SEWER, DOWNSPOUTLOCATION MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER THAN 36 INCHES IN WIDTH AND DEPTH AND A WORKING SPACE OF 78 INCHES IN
-RD-RD-RD- STORM SEWER,
D MAIN, PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH ROOFDRA/NL/NE UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SANITARY SEEWERROR AND AN 3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE HEIGHT SHALL BE PROVIDED ON ALL SIDES WITH THE EXCEPTION OF WALL MOUNTED
AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 -INCHES DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY FDC'S UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. THE FDC'S
O O STORM SEWER, STANDPIPE ABOVE THE TOP OF THE SEWER. DIRECTION. 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
® ® STORMSEWER, CLEAN-OUT
1.2. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION 4. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE -MUST PROVIDE A 36 -INCH OR GREATER
� � STORMSEWER, WITNESSPOST UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT
AS DESCRIBED ABOVE OR ANYTIME THE SANITARY SEWER IS OVER THE WATER REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN
____101 - - - - 101 M/NOR CONTOUR MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF
FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS THE DIRECTION TRAVEL, AND MUST NOT EXCEED 1:50 ( PER FOOT GENERAL NOTES:
____100____ 100 IN MAJOR CONTOUR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILLL B BE GREATER THAN
100.5 100.5 SPOTELEVAT/ON AND BE PRESSURE TESTED TO 15OPSI TO ASSURE WATER TIGHTNESS BEFORE 1:20 (5.0%), ADA RAMP REGULATIONS MUST BE ADHERED TO. A MAXIMUM SLOPE OF
X BACKFILLING. 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST 1. UTILITY NOTES:
T.B.R. TO BE REMOVED HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED A. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES
1.3. A INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR AND STRUCTURES IS NOT GUARANTEED.
A coo TRAFFIC, PAVEMENT MARKING, BIKE LANE ANDD SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. A 12 -INCH VERTICAL B. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND SHALL
SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAIN. POSITIVE DRAINAGE.
�� � � �� � BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO
5. DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND
1.3.1. IFA INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED
TRAFFIC, PAVEMENT MARKING, TURN ARROWS
BETWEEN STORM SEWER AND WATER MAINS (OR PRESSURE SEWERS). THE NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE
<& <� �> <�> <� �>
WATER MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE C THAN A INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA COMMENCEMENT B CONSTRUCTION. ALL DISCREPANCIES SHALL O REPORTED
COLLAR SHALL POURED AROUND WATER MAINS AND STORM SEWER TO STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE
IMMOBILIZE THE CROSSING. A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP
O O GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING
TRAFFIC, PAVEMENTMARK/NG, HOVLANE 2. CROSSINGS 6. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO
©VERTICAL
HAND HOLE 1.1. SANITARY SEWER CROSSING WATER MAINS SHALL REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR COMMENCEMENT OF CONSTRUCTION.
LAID TO PROVIDE A MINIMUM SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. C. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER,
VERTICAL DISTANCE OF 18 -IN BETWEEN THE OUTSIDE OF THE WATER MAIN
M ® TRAFF/C, JUNCTION BOX AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC, ETC.
ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY
TC TC TRAFFIC, MANHOLE SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR MUST IMMEDIATELY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF
M® TRAFFIC, PANEL BOX POSSIBLE FROM THE WATER MAIN JOINTS. NOTIFY THE DESIGN ENGINEER IN WRITING OF ANY DISCREPANCIES AND/OR FIELD THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND
TC TRAFFIC, PEDESTAL 1.2. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER.
SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE
TRAFF/C, PEDESTRIANS/GNAL IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED
SPECIFIED: BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 2 FIRE WATCH; DURING CONSTRUCTION AND DEMOLITION WHERE HOT WORK, MATERIALS
TRAFFIC, SIGNAL POLE SUBJECT TO SPONTANEOUS COMBUSTION, OR OTHER HAZARDOUS CONSTRUCTION OR
- - t_= TRAFFIC, SIGNAL POLES L/GHTARM 1.1.1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS 7. THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO DEMOLITION IS OCCURRING, THE OWNER OR THEIR DESIGNEE SHALL BE RESPONSIBLE
PIPE AND SHALL PRESSURE TESTED AT 150 PSI TO ASSURE WATER POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, FOR MAINTAINING A FIRE WATCH. THE FIRE WATCH SHALL CONSIST OF AT LEAST ONE
7, IfTRAFF/C, STUB OUT TIGHTNESS PRIOR TOO BACKFILLING, OR CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING PERSON WITH A MEANS OF COMMUNICATING AN ALARM TO 911, SHALL A WRITTEN
O VEGETATION, SHRUB 1.1.2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND ADDRESS POSTED IN A CONSPICUOUS LOCATION AND SHALL MAINTAIN CONSTANT VEGETATION, GRASS LINE/LANDSCAPED AREA A WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10 -FEET ON BOTH SIDES OF REPLACE NON -CONFORMING CONCRETE. PATROLS. NC FPC 2012 SECTION 1404.
THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE 3 CONSTRUCTION / DEMOLITION; ALL CONSTRUCTION AND DEMOLITION CONDUCTED
� VEGETAT/ON, DECIDUOUS CANOPY 8. THE SITE SHALL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY
a�,y,,�, 1\ CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE PUBLIC WATER CODES (ANSI 117.1 -2009 AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN SHALL BE IN COMPLIANCE OF THE CURRENT EDITION OF CHAPTER 14 OF THE NC FPC.
\. • ,/ VEGETATION , CONIFEROUS SHO WING CANOPY SUPPLY FOR USE IN WATER MAIN CONSTRUCTION. AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR OR
m� VEGETATION, TREE LINE ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE 4. DISTURBED AREA= 632,590 SF (14.6 ACRES)
WATER, HOSE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.
_(�_ -6- WATER, FIRE HYDR4NT 9. ACCESSIBILITY REQUIREMENTS: THAT PRIOR TO ISSUANCE OF A CERTIFICATE OF
a rD WATER, IRRIGATION HEAD OCCUPANCY, THE APPLICANT SHALL PROVIDE THE MINIMUM REQUIRED HANDICAPPED
PARKING SPACES AND DESIGN ALL HANDICAPPED PARKING SPACES, RAMPS, AND
z z WATER, /RRIGATION VAL VE BOX CROSSWALKS, AND ASSOCIATED INFRASTRUCTURE ACCORDING TO AMERICANS WITH
O O WATER, MANHOLE DISABILITIES ACT STANDARDS, NORTH CAROLINA BUILDING CODE, AMERICAN NATIONAL
STANDARDS INSTITUTE ANSI CODE, AND TOWN STANDARDA. PARKING - NUMBER OF
0 ❑ WATER, METER SPACES TO COMPLY WITH NCBC 2012 SECTION 1106.1, 1 PER 6 COMPLIANT SPACES OR
(12DWATER, POST IND/CA TOR VALVE PORTION THEREOF MUST BE VAN ACCESSIBLE, NO SLOPE TO EXCEED 2 PERCENT IN
C�lANY DIRECTION. SIGNAGE PER NC REQUIREMENTS, MUT-CD AND ICC A 117.1.2. CURB
qo - WATER, SIAMESE CONNECT/ON CUTS AND ACCESSIBLE ROUTES PER ICC A117.1 2009 ED. CROSS SLOPE LIMITED TO 2
o WATER, STUB OUT PERCENT, CALL FOR INSPECTION BEFORE PLACEMENT OF CONCRETE.A€¢ SLOPE PRELIMINARY
WATER, UNDERGROUND GREATER THAN 5 PERCENT REQUIRES CONSTRUCTION AS A RAMP.
W W W
F F F WATER, UNDERGROUND FIRE IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED NOT FOR CONSTRUCTION
WATER, VALVE CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
WATER, WITNESS POST
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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.
PROJECT AMGL1701
DATE 2018-05-17
DRAWING SCALE N/A
DRAWN BY AAA
APPROVED BY PCB
CS0002
SHEET 2 OF 18

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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.
r
kNT: CHAPEL HILL POST No. 6 AMERICAN LEGION INC
PO BOX 2323
CHAPEL HILL, NC 27515
PARCEL: 9749101791; 9748194003
JON _� ZONED: AR
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PRELIMINARY - NOT FOR CONSTRUCTION
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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.
PROJECT
AM G L 1701
DATE
2018-05-17
DRAWING SCALE
1"=150'
DRAWN BY
AAA
APPROVED BY
PCB
CS0201
SHEET 3
OF 18

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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
\
\ N/F 3. PARCEL: PARCEL: 9749101791; 9748194003
\ / D❑VIE J❑ CECIL 4. ZONE: AR (AGRICULTURAL RESIDENTIAL)
\ PIN 9748396243
\ / DEED BK, 351, PG. 204 PROPOSED USES:
CLUBS OR LODGES [SECTION 5.21 = PERMITTED
CAMP/ RETREAT [SECTION 5.21 = SPECIAL USE PERMIT CLASS B GRANTED BY
\ / ZONED: AR / / ORANGE COUNTY BOA ON 01/08/2018.
5. DESIGN REQUIREMENTS:
PROPOSED SITE SIGN N/F
(TO BE SUBMITTED UNDER GREGORY T. TILLEY \ S 12° Z�2�,r E I ,t�ZS6Z
PIN 9749204857 \ / N/F
SEPARATE APPLICATION) A� _I� WILL 07-E-472 84.79 MARY CECIL IS /
PLAT BK, 99, PG, 171 S 12°1Z,45�� E I / PIN 285642
BK, 2216, PG, 497 /
l,♦ 10X70 SIGHT EASEMENT Zgg 89I _I / PLAT BK, 59, PG�
❑NEDI AR /
Ld
/Y-� \ Z❑NEDI AR
r��I J� �, PROPOSED NCD SWALE #1 APRON �� I I a�
/',� 2" SF9.5A ASPHALT CON( TE SURFACE COURSEvr� 0000,
8" NCDOT AG REGATE BASE COURSE 100' BUFFER o
AR -AGRICULTURAL
RESIDENTIAL
REQUIRED
PROPOSED
MIN. LOT AREA:
40,000 SF
+/- 128.334 ACRES
(5,590,229 SF)
MIN. LOT WIDTH
150 FT
567.34 FT
BUILDING SETBACK
BUILDING
26197
MIN. FRONT YARD SETBACK
40 FT
> 40 FT
MIN. SIDE YARD SETBACK
20 FT
> 20 FT
MIN. REAR YARD SETBACK
20 FT
> 20 FT
PROP SED STOP SIGN AND BAR ry STREAM BUFFER (TYP.) _ N/A =NOT APPLICABLE N/S =NOT SPECIFIED (V)=VARIANCE (W)=WAIVER (E) = EXISTING NON-CONFORMANCE
SWALE #2 ` IP / P TBD = TO BE DETERMINED (C)=COMPLIES
G V / 6. PARKING SUMMARY:
ti STREAM PER ORANGE nr
O S COUNTY GIS (TYP.) ��lee�/ NUMBER OF PARKING SPACES REQUIRED [ORD. SECTION 6.9]:
`� • �\ S n E 356 19, I I ' 1100—
19e S REQUIRED:
J 4,53 / CLUB OR LODGE: MINIMUM PARKING -I SPACE /3 MEMBERS= 400 MEMBERS - 134 SPACES
S 21 °O / / \ / PROPOSED:
APPROXIMATE LOCATION
/ OF PROPOSED SIGN PROPOSED I ' BL,LE'°�+L TOTAL PROPOSED PARKING = 139 TOTAL SPACES / 5 ADA ACCESSIBLE SPACES
ASPHALT 6'B`s
PROPOSED � '�gZ 8. FLOODPLAIN:
DRIVE (0 ' 3'
I \ FIRM MAP #3710974900.1
100' BUFFER WIDE
STONE \ PROPERTY LOCATED IN ZONES "AE" AND 'X' AREAS
SHOULDER
400' SIGHT TRIANGLE • \ �6'c�
SWALE #3 9. ACCESS TO CEMETERY FOR THE FAMILY OF THE DECEASED SHALL BE PERMITTED BY THE AMERICAN
�
GRAVEL l. LEGION WITH PRIOR COMMUNICATION TO VISIT. METHOD OF ACCESS AND DELINEATION TO BE
I
` t * VEHICLE RECREATIONAL I �
17J , S DETERMINED AT A LATER DATE.
j PROPOSED + PARKING
STREAM \ I ` (*range County Solid Waste:
1 CROSSING a
1
aI
wN OPOSEDPERMANENT SO'FLOOD I. AS ci oonditlon of permit issuance applicant t0 hold Pre-0emolition and Pre -Construction
HECK DAMS � �� PLAIN carrferersce with Orange County Solid Waste staff.
(SEE DETAIL CS8004) k-ki w BUFFER
w 2. By Orange County Ordinance, Gear wood waste, scrap metal and corrugated
,2 A CATILINE
LOCAT/ON OF cardboard, all present in constriction waste, must be recycled.
X922- PROPOSED I 3. By Orange County Ordinance, all haulers of construction waste must be properly
CLEARING TREEL/NE
PROPOSED BASED UPON licensed.
N/F (MIP) DROP OFF AER/AL O 4. Prior to any dernolition or construction activity on the site, the applicant will hold a
/ PROPOSED PHOTOGRAPHY O C
( J S L, DIXON LANE fire -demolition / Pre -construction Conference with Orange County Solid Waste staff.
C �� HEAVY-DUTY C
P 9749115611 ,/ ASPHALT x This may be the same meeting held with other development officials.
BK, 718, PG, 377 cr
PROPOSED DRIVE 5. Per Orange County Slid Waste grdlnanve, ars well as tyle County Unified Development
FIRE Ordinance, the open burning and/or burial of tress, stumps, construction debris
n -YY Z❑N AR LANE I _ associated with land clearing and development activities is prohibited.
I OPOSED STOP 6- It is prohibited for on-site buming of LCID materials - specifically OC Solid Waste.
�-•l_�� <
SI AND BAR (TYP) �..L,V �J-� � 1. Garbage Collection for osis probed will be by Private Contractor and Recycling
DRY FIRE HYDRANT lk Collection will be eligible for Orange County Community Recycling's Rural (curbside)
N/F
�l Route.
PRO OSED ASPHALT PARKING AREA CHAPEL HILL POST INC6 AMERICAN
/ PROPOSED • LEGION IN
HEAVY DUTY � PIN 9748194003
ASPHALT 4 (DEED BK, 6426, PG, 52)
AREA FOR r PROPOSED OVERFLOW GRASS PARKING AREA (PARCEL 'A')M o
�
FIRE ACCESS 1 ., (LESS EXCEPTED AREA) l 100' BUFFER o ,
k PRO OSED FLUSH CURB/SIDEWALK
FOREBAY CEMETERY LIMIT
%%-FEMA FL O D y I N/
PLAIN " E" PROPOSED FUTURE PICNIC R❑B T H,
BOON RY PROPOSED SHELTER PI 74£
6' WIDE
DEED
Impervious Type
Area(sf)
DRIVEWAY
32380
RV
10126
PARKING DRIVEWAY
31278
PARKING SPOTS
22238
BUILDING
26197
DUMPSTER
7354
2
7469
PROPOSED
1600
PICNIC SHELTER
1800
TOTAL IMPERVIOUS
140441
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PORCH
PROPOGHT POLE (TYP) ,99e- LUI'4tL
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PROPOSED FUTURE STORAGE BUILDING ±1,600 SF
TREE LINE AND
EIR W/CAP
FOREBAY CEMETERY LIMIT
%%-FEMA FL O D y I N/
PLAIN " E" PROPOSED FUTURE PICNIC R❑B T H,
BOON RY PROPOSED SHELTER PI 74£
6' WIDE
DEED
Impervious Type
Area(sf)
DRIVEWAY
32380
RV
10126
PARKING DRIVEWAY
31278
PARKING SPOTS
22238
BUILDING
26197
DUMPSTER
7354
SIDEWALKS
7469
STORAGE
1600
PICNIC SHELTER
1800
TOTAL IMPERVIOUS
140441
ASPHALT PROPOSED PROPOSED WALL LIGHT I
WALK POND KIM LIGHTING WD -18 LED
WS PROPOSED WET BASIN (SEE ARCHITECTURAL PLANS) PLAT BK,
Total Site Area 5591666
ELEV. PLANTING SEE SCHEDULE
519.50 I } Built Upon Area
o
ZONED: percent (BUA) 3/D
I / 2
I V
I 80'FLOOD N o
I PLA /l (M
I CHAPEL HILL POST No 6 AMERICAN 100'BUFFER BUFFER /
L/NE
LEGI❑N INC
PIN 9749101791
(DEED BK, 6426, PG, 52)
(PARCEL 'B', 1st & 2nd TRACTS)
PLAT BK, 47, PG, 23 ZONED: F R
Imo' EIR
EIR 33N3A 321IM 1I3Z321dg
I N 00°3825" W 2833.98' 97 I EIP
„6�8Z°SO/V — —�
I n ` N/F
ICd LARRY W, RAY, II
PIN 9738997577
\ J DEED BK, 6020, PG, 284
PLAT BK, 115, PG, 62
ZONED: AR
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PRELIMINARY -NOT FOR CONSTRUCTION
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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.
PROJECT AMGL1701
DATE 2018-05-17
DRAWING SCALE 1"=150'
DRAWN BY AAA
APPROVED BY PCB
CS1 001
SHEET 4 OF 18

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PROPOSED NCDOT ENTRANCE APRON
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8" NCDOT AGGREGATE BASE COURSE
PROPOSED STOP SIGN AND BAR I
PROPOSED SITE SIGN \
(TO BE SUBMITTED UNDER
SEPARATE APPLICATION)
SWALE #1
SWAL7-7
E #2
100,
BUFFER
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/ cL STREAM PER ORANGE
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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.
PROJECT
AMGL1701
DATE
2018-05-17
DRAWING SCALE
1 "=40'
DRAWN BY
AAA
APPROVED BY
PCB
CSI 002
SHEET 5
OF 18

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STORY BUILDING
FIN. FLR. ELEV. = 531.50
±15,713 SF
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APPROX.. LOCA TION OF
TREEL INE BASED UPON
AERIAL PHOTOGRAPHY
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SIGN AND BAR (TYP)
/_\ 2° °°
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PROPOSED DROP
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PROPOSED /
PORCH /
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HEAVEY DUTY
ASPHALT AREA
PROPOSED 6' WIDE ASPHALT WALK FOR FIRE ACCESS
AND BASKETBALL
COURT
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PROPOSED PARKING: 139 SPACES
MINIMUM ADA ACCESSIBLE PARKING: 5 SPACES
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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
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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.
PROJECT
AMGL1701
DATE
2018-05-17
DRAWING SCALE
1 "=40'
DRAWN BY
AAA
APPROVED BY
PCB
CS 1003
SHEET 6
OF 18

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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.
PROJECT AM G L 1701
DATE 2018-05-17
DRAWING SCALE 1 "=40'
DRAWN BY AAA
APPROVED BY PCB
cs 150 1
SHEET 7 OF 18