20151229 Ver 1_Site Plan_20151130

19,
2
1
HAECO FACILITY IMPROVEMENTS
FOR
PIEDMONT TRIAD INTERNATIONAL AIRPORT (PTIA)
VICINITY MAP
1 0 0.5 1 2
I I
1 inch = 1 mile
Know what's below.
Call before you dig
GREENSBORO, NORTH CAROLINA
NOV. 2015
WK DICKSON PRO]. NO. 20150125.00.RA
404/401 PERMIT SUBMj. i iAL
PIEDMONT TRIAD AIRPORT AUTHORITY
�V'VK
�DICKSON
community infrastructure consultants
9
INDEX OF DRAWINGS
CO COVER & INDEX SHEET
C1 GENERAL NOTES & CONSTRUCTION SEQUENCING
C2 EXISTING CONDITIONS & DEMOLITION PLAN
C3 EXISTING CONDITIONS & DEMOLITION PLAN
C4 PROPOSED SITE PLAN
C5 PROPOSED SITE PLAN
C6 STORM SEWER PROFILES
C7 STORM SEWER PROFILES
C8 STORM SEWER PROFILES
C9 STORM SEWER PROFILES
C10 DETAILS
C11 DETAILS
C12 DETAILS
Jose?" BRYAN BLVD
AIRPORT PKWY
=-D C=)
F5R/23L' I
PROJECT SITE I
AIRPORT MAP
2000 0 1000 2000 4000
I I I I I
1 inch = 2000 ft.
REV RECORD: REV RECORD: \ ISSUED RECORD: NC°ENR#
BY DATE DESCRIPTION BY DATE DESCRIPTION BY DATE DESCRIPTION
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_COVER - 30% .dwg
PROFESSIONAL SEAL
L2
0
Q N
CL :�:;
O p
O Z
N w
O C)
N z Y
z oM
or O o z
OIL --s 3:
U
rr
U)
z
O
U
or- >- Cn
O F
I
Lu U w
C/) Q 2
LL LLI
O DO
z U�
O W
J
z
O
'R w
V �
Q
z z
U
w
O
Ir
_ o_
75
cc X
LU 1 � 1
0— LQ.I.J
rr Z
O -
LLW
,�x
W W
Er i
W C/)
Y >
1�
wO"
J V
H
Q z
z
Q
rr
LOr
CID �2
O
N
O r
Q zU r
z
0
z
� Q o
0
0 � �
WKD PROJ.:20150125.00.RA
8 o
U� 9
7
9
a��rn� o
0Uorn
o
Q
Q
U
�ZNN�
00 00
�
z
U .ern rn
(z)M
z
z •J
(s
U •U
i6
O 0
O C)
o
0fro
U
> �
QUV1
+ Q
C
W5
�
� �
Illlrll"`^IIII���
3
�
E
°0
Q�
E
E
L2
0
Q N
CL :�:;
O p
O Z
N w
O C)
N z Y
z oM
or O o z
OIL --s 3:
U
rr
U)
z
O
U
or- >- Cn
O F
I
Lu U w
C/) Q 2
LL LLI
O DO
z U�
O W
J
z
O
'R w
V �
Q
z z
U
w
O
Ir
_ o_
75
cc X
LU 1 � 1
0— LQ.I.J
rr Z
O -
LLW
,�x
W W
Er i
W C/)
Y >
1�
wO"
J V
H
Q z
z
Q
rr
LOr
CID �2
O
N
O r
Q zU r
z
0
z
� Q o
0
0 � �
WKD PROJ.:20150125.00.RA

I1
PROJECT DESCRIPTION:
THIS
30% PERMITTING PLAN SET PROVIDES THE DESIGN OF THE STORMWATER CONTROL
MEASURES NEEDED TO DEVELOP THE HAECO FACILITY IMPROVEMENTS PROJECT AT THE
PIEDMONT TRIAD INTERNATIONAL AIRPORT IN COMPLIANCE WITH THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) REGULATORY REQUIREMENTS FOR NEW
DEVELOPMENT AT AN AIRPORT.
THE
STORMWATER CONTROL MEASURES INCLUDE A HIGH FLOW RATE BIORETENTION POND, THE
PROPOSED STORM SEWER SYSTEM, AND THE NECESSARY GRADING FOR THE SITE.
CONSTRUCTION OF THIS SITE WILL PERMANENTLY IMPACT STREAM CHANNELS AND WETLANDS.
THESE IMPACTED FEATURES ARE IDENTIFIED ON THE EXISTING CONDITIONS AND DEMOLITION
SHEETS OF THIS PLAN SET.
SEE
THE CONSTRUCTION SEQUENCE NOTES ON THIS SHEET FOR THE STEP NECESSARY TO
BRING
THE PROPOSED BIORETENTION POND ONLINE.
GENERAL
NOTES:
3
1.
THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE
rr
PROJECT LAYOUT PLAN OR HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL
O
COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO MINIMIZE DISRUPTION
-2 LL
TO LOCAL TRAFFIC OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE
w
U)
COMPLIANCE WITH SAFETY REQUIREMENTS & TO MINIMIZE INTERFERENCE TO LOCAL
TRAFFIC OPERATIONS DURING CONSTRUCTION.
2.
CONTRACTOR TO PROVIDE PRE & POST CONSTRUCTION SURVEY DATA TO THE ENGINEER.
~
O
CONTRACTOR TO PROVIDE PRE -CONSTRUCTION SURVEY DATA TO THE ENGINEER 14
Z
DAYS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO FIELD VERIFY EXISTING
O
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION & REPORT TO THE ENGINEER ANY
p
VARIATIONS FROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS.
3.
CONTRACTOR WILL PROTECT EXISTING AIRPORT SECURITY FENCE ADJACENT TO THE
J
PROJECT SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON
z
THE SITE.
4.
AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
V
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
z
TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER OR AIRPORT MANAGEMENT.
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, IDENTIFICATION, &
PROTECTION OF ALL EXISTING UTILITIES (BOTH PUBLIC & PRIVATE) & NAVAIDS IN
CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR NAVAIDS ON OR OFF
-
AIRPORT PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NO
W
REIMBURSEMENT WILL BE ALLOWED FOR UTILITY/NAVAID LOCATION, REPAIR, OR
O_
REPLACEMENT.
6.
A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT. SEDIMENT AND EROSION
O
CONTROLS SHALL BE INSTALLED PER THESE PLANS. THE ENGINEER WILL PROVIDE THE
LL
CONTRACTOR WITH THE APPROVED EROSION CONTROL PERMIT BEFORE NOTICE TO
1 �
PROCEED
7.
THE CONTRACTOR & HIS/HER EMPLOYEES SHALL NOT BE ALLOWED INTO ANY EXISTING
BUILDINGS. A PORT -A -JOHN SHALL BE ON SITE AT ALL TIMES.
8.
ALL DE -WATERING REQUIRED TO EXECUTE WORK SHALL BE THE RESPONSIBILITY OF THE
Q
CONTRACTOR.
9.
CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE AIRPORT
MUST BE PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN-UP SPILLS RESULTING
FROM FUEL OR HYDRAULIC FLUID LEAKS. TRANSPORT AND HANDLING OF OTHER
HAZARDOUS MATERIALS ON AN AIRPORT ALSO REQUIRES SPECIAL PROCEDURES. SEE AC
0
150/5320-15, MANAGEMENT OF AIRPORT INDUSTRIAL WASTE.
10.
CONTRACTOR SHALL PROVIDE RADIO COMMUNICATION TRAINING FOR VEHICLE DRIVERS
ENGAGED IN CONSTRUCTION ACTIVITIES AROUND AIRCRAFT MOVEMENT AREAS.
2 11.
ALL TEMPORARY MARKINGS SHALL BE IN COMPLIANCE WITH AC 150/5340-1L,
o
STANDARDS FOR AIRPORT MARKINGS.
SAFETY
& SECURITY:
1.
IN ORDER TO CONSTRUCT THIS PROJECT WITH MINIMAL INTERFERENCE TO AIRPORT
OPERATIONS, THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS
SHOWN ON THE CONSTRUCTION SEQUENCE AND SAFETY PHASING PLAN, & HIS
APPROVED CONSTRUCTION PROGRESS SCHEDULE. THE CONTRACTOR SHALL COORDINATE
ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT
OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE WITH
SAFETY REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRPORT OPERATIONS
DURING CONSTRUCTION.
2.
CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, & INCORPORATE THE FOLLOWING
SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:
•
OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2F.
•
AIRPORT SAFETY SELF -INSPECTION - AC 150/5200-18C.
•
SAFETY REQUIREMENTS OF THE SPECIFICATIONS.
•
SECURITY REQUIREMENTS OF THE SPECIFICATIONS.
3.
CONTRACTOR WILL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES. NO
UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.
4.
ALL CONSTRUCTION TRAFFIC SHALL ENTER & EXIT THE PROJECT SITE ONLY THROUGH
CONSTRUCTION ENTRANCE GATE DESIGNATED BY THE ENGINEER. CONTRACTOR WILL BE
RESPONSIBLE FOR SECURITY OF DESIGNATED ENTRANCE GATE & MUST ENSURE THAT
THE GATE IS MANNED AT ALL TIMES WHILE UNLOCKED.
5.
CONTRACTOR SHALL PROVIDE FLAGMEN AT ACCESS/HAUL ROUTES ON OR ADJACENT TO
RUNWAYS OR TAXIWAYS OR AS DIRECTED BY THE ENGINEER TO ENSURE THAT TRAFFIC
IS MAINTAINED ON THE DESIGNATED ROUTE.
6.
AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER OR AIRPORT MANAGEMENT.
7.
CONSTRUCTION STAKE -OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE
WITH ARTICLE 50-06 OF THE GENERAL PROVISIONS. THE ENGINEER SHALL PROVIDE
THREE (3) TEMPORARY BENCH MARKS (TBM) FOR THE CONTRACTOR'S USE.
8.
ALL PAVEMENT SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT ALL TIMES. ANY
SPILLAGE OF EXCAVATION OR OTHER MATERIALS SHALL BE CLEANED UP IMMEDIATELY
BY THE CONTRACTOR WITH A MOTOR DRIVEN SWEEPER. A PROGRAM OF REGULAR
INSPECTION WILL BE PLANNED BY THE CONTRACTOR.
9.
SINCE THE AIRPORT USERS SHALL BE WITHIN PROXIMITY OF THE PROJECT LIMITS
THROUGHOUT THE DURATION OF THIS PROJECT, A COORDINATED EFFORT IN RESPECT TO
1
SECURITY, SAFETY, & CONSTRUCTION IS ESSENTIAL. NUMEROUS CONSIDERATIONS MUST
BE ADDRESSED IN THE CONTRACTORS WORK & SCHEDULE INCLUDING BUT NOT LIMITED
TO THE FOLLOWNG:
• CONSTRUCTION SEQUENCE
• SECURITY CHECK POINTS
• PROJECT CONSTRUCTION TRAFFIC
• CONTRACTOR'S STAGING AREA
• AREAS UTILIZED BY AIRPORT USERS
*ADJACENT CONSTRUCTION BY OTHERS
10.
CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE CONDUCTED IN AREAS WHICH WILL
EFFECT THE AIRPORT OPERATIONS AREA (AOA). THEREFORE, THIS PROJECT MUST BE
CONSTRUCTED WITH MINIMAL INTERFERENCE TO AIRCRAFT & SERVICE VEHICLE
OPERATIONS. CLOSURES OF THE AOA SHALL BE COMPLETED IN ACCORDANCE WITH THE
CONSTRUCTION SEQUENCE ON THIS PLAN.
11.
CONTRACTOR SHALL PROVIDE STONE FOR CONSTRUCTION ENTRANCE PAD AS NECESSARY
OR AS REQUIRED BY THE ENGINEER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS
ITEM.
12.
ALL VEHICLES USED ON THE AIRFIELD SHALL MEET AIRPORT REQUIREMENTS FOR
MARKING & LIGHTING.
13. FOR ADDITIONAL SAFETY & SECURITY REQUIREMENTS, SEE THE LATEST VERSION OF FAA
ADVISORY CIRCULAR 150/5370-2 - OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION.
14. CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE CONDUCTED IN AREAS WHICH WILL
AFFECT THE AIRPORT OPERATIONS AREA (AOA). THEREFORE, THIS PROJECT MUST BE
CONSTRUCTED WITH MINIMAL INTERFERENCE TO AIRCRAFT & SERVICE VEHICLE
OPERATIONS. CLOSURES OF THE AOA SHALL BE COMPLETED IN ACCORDANCE WITH THE
CONSTRUCTION SEQUENCES WITHIN THIS PLANSET OR AS ORDERED BY THE ENGINEER.
15. OPERATIONAL SAFETY SHOULD BE A STANDING AGENDA ITEM DURING PROGRESS
MEETINGS THROUGHOUT THE CONSTRUCTION PROJECT.
HAUL ROUTES. STAGING AREAS & CONSTRUCTION ACTIVITIES:
1. EXCEPT WHERE DESIGNATED ON PLANS OR AS AUTHORIZED BY ENGINEER, CONTRACTOR
WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS OR TAXIWAYS AS PART
OF THE HAUL ROAD.
2. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT
LINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR
FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING
LOCATION OF LIMIT LINES FOR EACH PHASE & FOR PROJECT DURATION TO THE
ENGINEER FOR APPROVAL.
3. THE CONTRACTOR'S STAGING AREA & HAUL ROUTES SHOWN ON THE PLANS ARE
GENERAL & FOR INFORMATION PURPOSES THE ACTUAL SIZE & LOCATION OF STAGING
AREAS & HAUL ROUTES WILL BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.
4. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE CONTRACTOR'S
ACCESS ROAD, CONTRACTOR'S STAGING AREA, & HAUL ROUTES SHALL BE RESTORED TO
THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE PROJECT. IN ADDITION, ALL
EXISTING ROADS THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE SHALL BE
MAINTAINED DURING CONSTRUCTION & RESTORED TO THEIR PRE -CONSTRUCTION
CONDITION. CONTRACTOR SHALL PROTECT NEWLY INSTALLED PAVEMENTS DURING
POST -CONSTRUCTION REMOVAL OF EROSION CONTROL MEASURES WITH STEEL PLATES
AND/OR LIGHTLY LOADED EQUIPMENT. NO SEPARATE MEASUREMENT OR PAYMENT WILL
BE MADE FOR THIS ITEM.
5. ALL EQUIPMENT MUST BE RETURNED TO THE APPROPRIATE STAGING AREA (TRACK
VERSUS NON -TRACK VEHICLES) AT THE END OF EACH WORK DAY & WHEN NOT
ENGAGED IN THE CONSTRUCTION DURING NON -WORKING DAYS & NIGHTS. OWNER WILL
DESIGNATE AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING & PROVIDING ALL PERMANENT &
TEMPORARY UTILITY CONNECTIONS FOR THE PROJECT.
7. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION
& REPORT TO ENGINEER ANY VARIATIONS FROM THE INFORMATION SHOWN ON
CONSTRUCTION PLANS.
8. THE PROVISION & MAINTENANCE OF HAUL ROADS, HAUL ROAD STONE, TEMPORARY
HAUL SLABS & STEEL PLATES SHALL BE CONSIDERED INCIDENTAL TO PROJECT.
9. CONTRACTOR SHALL PROVIDE STONE FOR CONSTRUCTION ENTRANCE PAD & PERFORM
MAINTENANCE AS NECESSARY OR AS REQUIRED BY THE ENGINEER.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, IDENTIFICATION, &
PROTECTION OF ALL EXISTING UTILITIES IN CONSTRUCTION AREA. ANY DAMAGES TO
EXISTING UTILITIES, PIPELINES ON OR OFF AIRPORT PROPERTY SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. NO REIMBURSEMENT WILL BE ALLOWED FOR
UTILITY PIPELINE LOCATION, REPAIR, OR REPLACEMENT.
11. ALL PAVEMENT SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC. AT ALL TIMES. ANY
SPILLAGE OF EXCAVATION OR OTHER MATERIALS SHALL BE CLEANED UP IMMEDIATELY
BY THE CONTRACTOR WITH A MOTOR DRIVEN SWEEPER. A PROGRAM OF REGULAR
INSPECTION WILL BE PLANNED BY THE CONTRACTOR.
12. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.
13. CONSTRUCTION STAKE -OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE
WITH ARTICLE 50-06 OF THE GENERAL PROVISIONS.
14. NOTICE TO AIRMEN (NOTAM) - THE CONTRACTOR WILL PROVIDE THE NECESSARY
INFORMATION ON CONSTRUCTION CONDITIONS TO THE OWNER IN ORDER FOR NOTAMS TO
BE ISSUED IN ACCORDANCE WITH ESTABLISHED CRITERIA. THE OWNER SHALL BE GIVEN A
NOTICE OF CONDITION CHANGES IN ACCORDANCE WITH THE GUIDELINES PROVIDED IN THE
PROJECT MANUAL.
EXISTING CONDITIONS - UNDERGROUND & CONCEALED FACILITIES:
1. FAA CABLES WILL BE LOCATED & MARKED BY FAA PRIOR TO CONSTRUCTION.
CONTRACTOR IS TO NOTIFY FAA 14 DAYS IN ADVANCE SO THAT FAA CAN SCHEDULE
THE REQUIRED MARKING TO PROTECT CABLES DURING CONSTRUCTION. ANY CABLES
DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY CONTRACTOR. CONTRACTOR
SHALL PAY ALL COSTS ASSOCIATED WITH THE REPAIR OF DAMAGED CABLES AT NO
COST TO OWNER.
2. COLONIAL AND/OR PLANTATION PIPELINE MUST BE CONTACTED ONE (1) WEEK PRIOR TO
ANY WORK (INCLUDING SILT FENCE INSTALLATION) TAKING PLACE INSIDE COLONIAL
AND/OR PLANTATION PIPELINE RIGHT-OF-WAY. A REPRESENTATIVE FROM EITHER
COMPANY MUST BE ONSITE DURING ANY WORK OPERATIONS INSIDE THEIR
RIGHT-OF-WAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
IDENTIFICATION & PROTECTION OF ALL EXISTING UTILITIES & PIPELINES IN THE
CONSTRUCTION AREA. ANY DAMAGE TO EXISTING UTILITIES OR PIPELINES (ON OR OFF
AIRPORT PROPERTY) DAMAGED BY CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. CONTRACTOR SHALL REPAIR ALL UTILITY/PIPELINE DAMAGED BY
CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL MAINTAIN ALL STATIONARY & MOBILE EQUIPMENT AGAINST SPILLS &
FLUID LEAKAGE. CONTRACTOR SHALL DIAPER ALL LEAKING EQUIPMENT OPERATED WITHIN
150 FEET OF ANY STREAM, WATER BODY OR WETLAND, UNLESS SUITABLE CONTAINMENT
IS PROVIDED TO PREVENT POTENTIAL SPILLS FROM ENTERING ANY STREAM OR WATER
BODY.
4. CONTRACTOR SHALL PROTECT EXISTING RUNWAY & TAXIWAY LIGHTING SYSTEMS &
APPROACH LIGHTING SYSTEMS.
5. ANY UNPLANNED, UNAPPROVED OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF
SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE
NOTIFICATION OF AIRPORT OPERATIONS & ENGINEER BY THE CONTRACTOR. ALL
NECESSARY REPAIRS WILL BE AT CONTRACTORS EXPENSE.
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING & GRADE CONTROL OF ALL
ELEMENTS OF THE CONSTRUCTION FOR THE DURATION OF THE PROJECT.
7. CONTRACTOR SHALL FIELD VERIFY EXISTING SOIL CONDITIONS, SOIL STOCKPILE
CONDITIONS, SOIL MOISTURE CONTENTS & SOIL TYPES PRIOR TO SUBMITTING A BID FOR
THE HAECO FACILITY IMPROVEMENTS.
TEMPORARY MARKINGS. BARRICADES & TRAFFIC CONTROL:
SEE CONSTRUCTION SAFETY AND PHASING PLAN, SHEET C2.
RUNWAY & TAXIWAY SAFETY AREAS (RSA & TSA):
NO WORK IN AN ACTIVE RUNWAY SAFETY AREA IS PERMITTED AND NO PERSONNEL AND/OR
EQUIPMENT PULL BACKS TO CLEAR AN ACTIVE RUNWAY SAFETY AREA ARE PERMITTED.
CONSTRUCTION ACTIVITY WITHIN THE TAXIWAY SAFETY AREA/OBSTACLE-FREE ZONE IS
PERMISSIBLE WHEN THE TAXIWAY IS OPEN TO AIRCRAFT TRAFFIC IF ADEQUATE WINGTIP
CLEARANCE EXISTS BETWEEN THE AIRCRAFT AND EQUIPMENT/MATERIAL; EXCAVATION,
TRENCHES, OR OTHER CONDITIONS ARE CONSPICUOUSLY MARKED AND LIGHTED; AND LOCAL
NOTAMS ARE IN EFFECT FOR THE ACTIVITY (SEE AC 150/5300-13A FOR WINGTIP CLEARANCE
REQUIREMENTS.) AIRPORT USERS WILL BE NOTIFIED OF RESTRICTED RUNWAY AND TAXIWAY
USAGE VIA NOTAM.
PREVENT PERSONNEL, MATERIAL, AND/OR EQUIPMENT, AS DEFINED IN AC 150/5300-13A,
PARAGRAPH -308, FROM PENETRATING THE RUNWAY OBSTACLE FREE ZONE (ROFZ).
COORDINATE CONSTRUCTION ACTIVITY WITH THE AIRPORT MANAGER THROUGH THE RPR.
SURVEY NOTES:
1. THE FOLLOWING INFORMATION WAS USED FOR THE EXISTING SURVEY:
COORDINATE SYSTEM: NORTH CAROLINA STATE PLANE INTERNATIONAL FOOT
PROJECT HORIZONTAL DATUM: NAD 83/2011
VERTICAL DATUM: NAVD 88
COORDINATE UNITS: US SURVEY FEET
VERTICAL UNITS: US SURVEY FEET
2. DESIGN AND GRADING BASED ON FIELD SURVEY THAT WAS COMPLETED ON 9-23-15 BY
ANDERSON & ASSOCIATES, INC.
3. SEE SHEET C2 FOR BENCHMARK INFORMATION.
CONSTRUCTION SEQUENCE NOTES:
THE FOLLOWING CONSTRUCTION SEQUENCE DEFINES THE MINIMAL ORDER OF CONSTRUCTION
STEPS THAT NEED TO OCCUR TO REROUTE STORMWATER FLOWS FROM THE EXISTING
PERMANENTLY IMPACTED STREAM TO A PERMANENT CLOSED STORM SEWER SYSTEM. IN
ADDITION, THESE CONSTRUCTION STEPS WILL MOVE THE SITE TOWARDS DIVERTING SURFACE
FLOWS TO A PROPOSED INFILTRATION POND. SEE THE SITE PLAN SHEETS AND THE STORM
PROFILE SHEETS FOR PLAN AND PROFILE OF THE REFERENCED STORM SEWER LINES IN THIS
SEQUENCE.
1. MOBILIZE ONSITE AND ESTABLISH LIMITS OF CONSTRUCTION AND EROSION AND SEDIMENT
CONTROLS PER THE EROSION AND SEDIMENT CONTROL PLAN SHEETS (EROSION CONTROL
PLANS TO BE COMPLETED AT A LATER DATE AND PERMIT REVIEW COORDINATED WITH
NCDENR).
2. ONCE THE ABOVE ITEMS ARE INSTALLED, THE CONTRACTOR MAY PROCEED WITH
DEMOLITION AND CLEARING & GRUBBING OPERATIONS PER THE PLANS.
3. EXISTING POND A LOCATED ON THE EASTERNMOST PORTION OF THE SITE MUST BE
DRAINED ENTIRELY.
4. IN ORDER TO BYPASS THE PERMANENTLY IMPACTED STREAM, THE STORM SEWER LINE
1-3-4-5-9 (SHEET C4 & C5) MUST FIRST BE INSTALLED. THE MAJORITY OF THIS
LINE CAN BE TRENCHED INTO THE EXISTING GRADES. LINE 5-9 MUST HAVE A PORTION
BACKFILLED TO A MINIMUM OF 3 FEET OF COVER OF THE PIPE TO PROTECT IT DURING
FURTHER FILL OPERATIONS. REGRADING OF THE AREA UPSTREAM OF STRUCTURE 9
(SHEET C4) MUST ALSO OCCUR AT THIS STEP TO REROUTE STORMWATER FROM THE
FIVE EXISTING STORM SEWER OUTFALLS INTO THE PROPOSED HEADWALL STRUCTURE 9.
5. ONCE THE LINE IN THE PREVIOUS STEP IS INSTALLED, THEN STORM SEWER LINE
4-24-25 (SHEET C5) MUST BE INSTALLED TO BYPASS EXISTING STORMWATER FROM
THE NORTH OF THE PROPOSED SITE.
6. STORM SEWER LINE 1-28-2 (SHEET C5) CAN ALSO BE INSTALLED DURING THESE INITIAL
STEPS OF STORM SEWER INSTALLATION (TO PREVENT THE NEED FOR DEEP TRENCHING
IN LATER STEPS).
7. FILL OPERATIONS SHOULD THEN BEGIN AT STRUCTURE 9 AND PROCEED TO APPROX. 20'
BEYOND STORM SEWER LINE 5-10 (SHEET C5). THE FILL OPERATIONS SHOULD STOP
AT ELEVATION 860.00 IN THIS AREA.
8. STORM SEWER LINE 5-10-33-11 (SHEET C5) MUST BE INSTALLED TO CAPTURE
STORMWATER FROM THE EXISTING APRON TO THE SOUTHWEST OF THE PROPOSED SITE.
9. STORM SEWER LINE 33-34-35-36 (SHEET C5) MUST THEN BE INSTALLED TO CAPTURE
THE EXISTING FLOOR DRAIN SYSTEM FROM THE EXISTING HANGAR BUILDING LOCATED TO
THE SOUTH OF THE PROPOSED SITE.
10. ONCE THE BYPASS LINES IN THE PREVIOUS TWO STEPS ARE INSTALLED, THE EXISTING
STORMWATER POND B CAN BE DRAINED AND REMOVED.
11. FILL OPERATIONS SHOULD THEN CONTINUE FROM STORM LINE 5-10 OUT TO RADAR
ROAD AT ELEVATION 860.00.
12. ONCE THE 860.00 ELEVATION PAD IS SET, THE CONTRACTOR CAN INSTALL STORM
SEWER LINES 17-18, 28-29, AND 3-27 (TO PREVENT THE NEED FOR DEEP TRENCHING
IN LATER STEPS).
13. FILL OPERATIONS MAY THEN PROCEED TO FINAL SUBGRADE LEVEL ACROSS THE ENTIRE
SITE.
14. ONCE THE FINAL SUBGRADE PAD LEVEL IS ESTABLISHED, THE FOLLOWING STORM SEWER
LINES SHALL BE INSTALLED:
•18-19-20-21-22 (SHEET C5)
• 1-30-31-32 (SHEET C5)
• 3-20 (SHEET C5)
• 18-5 (SHEET C5)
• 35-38 (SHEET C5)
• 34-37 (SHEET C5)
•5-16 (SHEET C4 & C5)
• 5-6-7-8 (SHEET C4 & C5)
• 6-12-13-14 (SHEET C4)
• 12-15 (SHEET C4)
• 26-25 (SHEET C5)
15. ONCE ALL OUTFALL STRUCTURES HAVE BEEN ESTABLISHED IN THE PROPOSED POND AND
ALL UPSTREAM AREAS HAVE BEEN STABILIZED, THE INFILTRATION MEDIA AND
UNDERDRAIN SYSTEM CAN BE INSTALLED IN THE PROPOSED INFILTRATION POND.
f
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT AND EROSION CONTROL DEVICES
THROUGHOUT THE LIFE OF THE PROJECT, AND PROVIDE PERIODIC CLEANOUT AS
NECESSARY. THE CONTRACTOR SHALL INSPECT ALL DEVICES EVERY SEVEN (7)
CALENDAR DAYS OR AFTER EACH RAINFALL EVENT THAT EXCEEDS 1/2 INCH (0.5").
SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCES WHEN IT BECOMES
ABOUT 1/2 FOOT (0.5') DEEP AT THE FENCE. DAMAGED OR INEFFECTIVE DEVICES
SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
2. CONTRACTOR SHALL LIMIT AREAS OF DISTURBANCE AS MUCH AS POSSIBLE DURING THE
COURSE OF THE PROJECT, AND STABILIZE AREAS AS WORK IS COMPLETED. NO
SEPARATE MEASUREMENT WILL BE MADE FOR PAYMENT FOR AREAS REQUIRING SEEDING
AND MULCHING OUTSIDE OF THE LIMITS OF CONSTRUCTION.
3. ALL AREAS DISTURBED DURING CONSTRUCTION NOT SHOWN TO BE PAVED SHALL BE
PERMANENTLY SEEDED AND MULCHED.
4. TEMPORARY GROUND COVER SHALL BE PLACED ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS PER THE TEMPORARY SEEDING SPECIFICATIONS AND THE GROUND
COVER SCHEDULE SHOWN IN DETAIL 1/C11.
5. TEMPORARY GROUND COVER SHALL BE PLACED ON EXPOSED SWALES OR DITCHES
WITHIN 7 CALENDAR DAYS PER THE TEMPORARY SEEDING SPECIFICATIONS AND THE
GROUND COVER SCHEDULE SHOWN IN DETAIL 1/C11.
6. THE TEMPORARY SEEDING SCHEDULE SHOWN IN DETAIL 1/C11 SHALL BE USED FOR
TEMPORARY GROUNDCOVER CONDITIONS WHERE NEEDED. ONCE FINAL GRADES AND
STABILIZATION OF AN AREA ARE ESTABLISHED, THE PERMANENT SEEDING MIXTURE
SHOWN ON DETAIL 1/C11 SHALL BE APPLIED.
7. TOTAL DISTURBED AREA FOR THIS PROJECT: 22.0 ACRES
8. THE OFFSITE LOCATION WHERE BORROW MATERIAL IS TAKEN FROM MUST HAVE AN
APPROVED EROSION AND SEDIMENT CONTROL PERMIT ON FILE WITH NCDENR.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1ST, 2010. THE SELF -INSPECTION PROGRAM IS
SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED
IN ACCORDANCE WITH THE NPDES GROUNDCOVER TIMETABLE. THE SELF -INSPECTION REPORT
FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION. IF YOU HAVE QUESTIONS OR CANNOT
ACCESS THE FORM, PLEASE CONTACT THE WINSTON-SALEM REGIONAL OFFICE AT
336-776-9800.
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_Notes.dwg
3
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
_ z
OPROFESSIONAL
SEAL
I-
U
REV. RECORD:
BY DATE DESCRIPTION
V J
z
O
U
rr
O
-2 LL
w
U)
� \
PROJECT NAME:
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
J
AIRPORT (PTI)
z
- O
PLAN KEY:
V
z
rr
W
O_
O
LL
1 �
l�J �
fI�
L�
Q
DRAWING TITLE:
GENERAL NOTES &
CONSTRUCTION
SEQUENCING
0
DRAWING NUMBER:
Q
C 1
o
PLOT DATE: 11/13/2015

3
2-
1 -
1
A i C
� �! // L ,- -r -------?\-- 48„Pipe
cQj� =�4---------��------ i i inv: 84!_4'
�,g/ l 2 `- - �- - ` - - f"= _ `� i i destinationlr concrete
{ \ _ PERIMETER ROAD I undetermined \ headwall \
1 / \11 \ - -
d ri vim\
f � � a s p h a 1 t pave -- -. - s - LUU � � LUCJ -
LOD
rrm z n- J �° O� ny - - _ I-- _ - =-.-:___- __ - - J J - -_- - - - - - PERMANENT IMPACT \ \ \\
<jca -�'� _ 8 5�- ------_�- -� _-_-_= -----� '- WETLAND AAA \
v, �� y� - `z1- - - _ _~ - - - = -' - - HEADWATER FOREST
link fence �r °�°N- iyr�` �J+^ -�-- -_=- - -� - __ PF01A 1 4
AOA Ch fe , -K r _ern -�r �i�r=���_---i+J- J _---- - -� ---��' -'ABUTTING RPW 4
/ / I / ,, �• / / ZooQ�=0.39xAC
/i
9
/ / / _" / / / �''I / ✓ ` // %/ �% -' z _� -i�'' �_ -- �� � � -� %_x ,x--x-Y. X
'W -)F X X W K�f"-X X K . X X K 71
X X 'K Y M 7� X Y X' K X K X K X K'X %' X K % �y 1
y �- �`
:XXxx:xx.xxxxx�XKx.KkXK\Xx� XY �lxxk%k.K \ 11 11 41141 I I 'r c�
.XxK%txxK.XXx.%Yx,f�xKK.Y%X'�Y 1 1 /141ti��IIy-I. { -IIII 1 I�
/ / / // / / // / / %//%///// / ✓! I i x K'X xl.x K x f[ x X K.x'X X.\x X x X X x.Kf.X % �� %fXfX.� Ix \ I / I y1�4y41 I. 11�IIII 1 r4, ro \ O �J DEMOLITION LEGEND
(yY-f X. K X X X x K X% X X. K K X Y K X K X. X K .X K K% Y K K K -x
/ /� Y x X•■ x K'X x x'X K K K X X x K K'K X x K % X'K %.Yx % XIX
K�x X
a`
�k x K x X x X'K x,K k X K x\Xe �[ %X K.x k x\K x X X,r 7LK .K k x KI `1i y} 4 I
/' `. ` x 'K x .X Y x x X x x K X x .X 7[\K K �\X K X x % � K xs x xl 1 I / /f � 4 � 11 � � l l' I � I I.1 2 \ +++++++1 EX. WETLANDS (TO BE
X Y X'x .X .x X X % x K x, X'x X�K x X K x x X. k,; X: ,X K y % Y K1 %. 1 1 ./ / N jl If f + ( -- REMOVED WITH THESE PLANS}
/ - fa / / / / / / / / / / / / /r .f I X K K x�x x Y x K X x x\Yx x X 11 K x x .ACX X x I. / i' l� ��
to fo / fo i fo / /fo / / / fo / / / i 1 d I 1 1 - / fo I x x x X, X x K Y x ' - X x = x, x x X K K - x - X TI I 1 I.I 1 � I I EX. STREAM (TO BE
n C� REMOVED WITH THESE PLANS)
/ / [� I �% t f { x X Y g x K x X x x x X fa K Y 'Y ! / fo/ 1
-ua > / / / / / / /// Ifni f /� I I I f I 1 �, _
ugas // ugas ugcfs ugas / ugas / ugas � ugas / / ug/1s � ugas / g / ; I�gas 1 � u9Ls � ugas ugds�--�„u a - - �4ac}a3' X X X x X K C x x X Y ug®sX x X I� i u❑ns .l ,/nnfi � �ct� I I YI �§1 cQ EX. STORM SEWER
7 I I Lf7 x X X X K K% Y K K X x X K% X x K X
/ I PERMANENT IMPACT TO m I '�
gas ugas ugas u4as ugas ugas ugas ugas/ klgas / / u as /�L s / s ugh ugas u as erg aas s x. X x qg: Ltga6 �4 g Is 1 ]y
+ > / / / / o / ro / / / \ K X " Xj ; x .x x rx K x x x/K STREAM AAB {PERENNIAL} / j' I f I I I f I f EX. FENCE LINE
I /S I\\I-,�X-X, x.{x 9 K X 1 f f I 1 f I 1 I I I fQD
/ // ^ \ / 1 1 ` l ` /^ / i (1817' LONG x 5' WIDE, 0.02 AC) // 1 I I I
I 1 �'� .. x/x K ■ \:x OA Chain Un` fence / / / 1IfIIIIIIIII` - EX. CONTOURS
- 885
�, 1 < \ \ \ \1 lI I 1 I f o \ I/ / / / / /
1 �Iugas"
\ \1 �, \ \ s ! /1,111
- ugas ugas ugas c,�as ugas , ugas ` ugar u2}a� \ ugh Lgrj� ug !'\
1 u as I gas ugas ug - - ads ugas ugas \ ugas ugas ebggs / / gad. / ug�s / r u�j� ��
d \ \ \ \ \ \ \ ,1 rl l f I I / I� 4 \ f ! / x�n EX. SPOT ELEVATION
\\ \\1\1111 1 I / ( Li15gds��}nd�as \ \ 1 11r EX. TREELINE
f 8 \ r \ \ . \ \ \ /� 1 1 1 f / / / / / / I I i l \
Iggas ugas ugas ugas ugas ugas ugs7s ugas ugas mug ry. \ �ga� \1 \\ugZas _�`i� � ugas u4as uga3ti gas ugas ugcls ugas f UPUP / / gas/�� 440s./-7-,� 1499 k 1 \
\ �� �� -� / { ) 1 / /�J \ f / / 1 r I I I / /� / / / / I I I 1 �� 3 1 \ \ EX. TREES/VEGITATION (TO BE
CD tj
REMOVED WITH THESE PLANS)
11 ��
\ -,j: �4- - - - - _ � �\ °,� `� LOD � LIMITS OF DISTURBANCE
\
go
110
\o .rlykll.11lllll/ .f r �- .S . '_--_---- -����� / / / 1 I I1 1 r
1� \ \ "� CD ao , - _�` i I i ti L� I I ti y 1 1 l _._ r / / / / f / o I 1 I a r AOA AIRPORT OPERATIONS AREA
\\ - b e d EX: TREELINE (TO BE REMOVE~'`.�'�;,i�� / / // // / f /
CP g e o f p a v e m e n t-- �1 . 4 1 4 .I 111 /. _ WITH THESE PLANS) __3
1 L -� ��p / �� �> ` E�4 P+�ora EaG 1c 1 i 4 14 I I l I 1. - �. i. -._ r \.\ �: 1 j f // // 1 I 1 1 I f 4 1 1 t \ zr
CPP A9 / �j� >> '� �� -� °,' I 11i II I1 1 / / �= �`� f -�\ 1 I / 1 1 4 1 1 \ED I
\°' �® \ \�� ''� 1 1 .11441 4. ll 11.11r o`' -/i'' I f 1 1. L// f 1 11 1 S 1 1 t
/
1 / c-fg, I 1 �.4f yll 111111 / .\ .1 \�% 850 \��•� `���`\ 1�.1\ 4 1I t 11 I I 11 11 1 11 11 1 11 1r t a9�°� ��
1�I I 1 1111411 �11 11 0_//
\� I I1' I I1411y
f I 1 /�I I 11 1�11�1
/ r 1� 1 1 / 11 11 1111 / /
I ���
/ 1 I! 11 1/j,.I 1. 1 \.\
1 I II f/ PERMANENT IMPACT TO r f a 1' /
STREAM. AAA (PERENNIAL) . I \ �1 11 11 / 1. 1 \ \ ' \ \ \ r 1 r 1 1 1 I I 1 1 1 \ \ \ \ •_
RP
w
o I ��,ol 4 1 1 441111/1 la (1109` LONG x 10' WIDE,' 0.26 AC)-
� 1 I 1 � 11 �1 �
+ �� / - I 1 I 1 11 1111.1 1. 1 1. ,1. / /. l 1. \' \\
I ��' '�� 1 111] 1111 � I' I. .I � / �. .\ � �
� .
A ' \ \ \ \ �\\ \\ 1 \ l \ \ \
1. 0 _
Lo
cO _ i
+ 1 \ �� \ I 1 1\ \\ \ \ I \ �, \
\. \ \ \ 1 \ \ --- //O
1 I I / "��� 1 \ 1 I f II // / / I. I . I (. I' 1 ll• )il. / . ` \ \ 1 1 l 1 11.\ 1 \ 1 1 a o \ \ \ - )o
1 I I 4 '0 111 LII
c1 e 1 \ 11f�111JIIfI111f. 1 { I 1, 1 I . I f j . / / lI
1 1 1f Ifjl Ilf�
IV.11�
1 S I I / \ \O 11I1fI111 I Ill LII 1'1 1 I .
EXISTING, RIP RAP .�1.� I .✓ .1 1 \ 1 \ \ \ o
\ 111 \\ \ \ \ o \ \
o \ \ \ \
1 +
\ III E � 1 11.1 I I�II4 I III f I 1' f f j .l / /,//' � � � �. � . \ � I �. ., � / .��1 , , • I 1 � \�\\. � \ \ \ \ \
REMOVE EXISTING PERMANENT IMPACT TO. 1 1 11 \ \ \ \\ \ \ \ \ \ \ \ \
\ JET BLAST FENCE I I ` 2 I I1 f 1 11.1 11 I 11.411 I 1 1 1. I. l 1 \ 1' /'WETLAND. AAB I. I J ti\\ \.\� \. \ \ \ \ \ \ L
BOTTOMLAND"HAR-DWOOD FOREST 1 00 ' \ \. \ \. \ \ \ \ \ Cr
1 I I \\\\. \\ IS, \ \
1. ABU TING RPW \ \\ �\
1 \ II I LII. II III 111411{ I' l f. 1 f / I 1 .0.33 Ac
I 1 l \\\ \ \ \ \ \ \ 1 n
\ II I 11 II 1111 11 1 l I I t_ --r //
1 "s \ VIII `° I I�I11.I1Q. 11 xxx 4 1 1 I
X.x K I I 1. P I 1 I 1
®III x X, X 1 1 1 1 ! 1\ \ \ 1
1 0111 `�,� 1 11111 If.I1 1 LIfJI.I �' /// XkKxX
4 11 1111 1111 11111 11 t \1. 1�iif f{%
X. X.X I I I 1 I 1 1 \ o . \. 1 . 1 . �' \ 1
I III. Illfl IMI 1\1 1 1 I.I ,> l;ll x XXXK 1. I' 1. 1 1 1. 1 I. 1 1. 1 1.1 1 1. ! 1 /. 1 I. 4. � 1 I
1 III _ 11� 111. I {Ill 111. 111' II. ! 1. XX.X 1 I 1 1 I
/ II I1 I. 11! I, f x�XK ,XK I I 1 1
J 1. I I I I� 11 f � I I f
/ 111 9 I 1.11 III'f 11111. 1111111 !' I / !I' Xk xx+cpK 1 11 1. i. 1 j 1 J f 1. [ I. I I
/I / ii I III1.11111111'1111I 1 1111.1 LI f I 1. / l;l 1 . I I [ 1
x x.x X K.K xSt I 1 I I 1!
----- - {11 1.1 IIII Jf. 1 ,111(1.111 I '1' 11 1'1 K 7L X X.1['%
III LIf I fI1 .f1111 1 11.11 11 .1 1 I. II 1 1 K.x x X x 1 l\ 1. X°oma l
1
/ 1 111111�111III1' I.IIII II 1 f l 1I �� 111. xXK.X , I \ 1'1o0 1
/ iii �� 111 I f11 f fl 1. 1 111111 l 1. I 1jI
X X K X1. 1
;xxXK \ \ 1. 1 I I 1 1 1 ! I I. I. t
1 8 C \ 1 II{III1111.11111� I 111L11ff.f 1. I1 I�, lll.iix.x%.. 1 o
1
I I I III 1 I J f f I % X K1 7L X' X I. \ I I. I I I' I 1 1 I 1 1 1 1 l I t I° 110
CD
I III 1 1 11 f /X. Y X. 1. I. I I. 1 1 1 I1. 1, 1 11
1 II 4 1111111 ILII I ilj 1I !.1 4 fI'.I / 11.1 f I.1 1 I I.
II II 1111 I ILI 1.1111 1'I f. 1 I. /\ 1. 1 XxKxxX19\K' ,�� �.f 1 I. I. °'1 I 1 /. / I. I 1
1 4 I I 111 11 X.xXXXxxK .1 / \
ii 4 I f111�.fI��Ill�ltill 1, 111fillIf I !' jl !) .f f . `�.� 1 pp I 1 f I I + . r! .I I / �� / /. / 1° N 1, 1,
I i I YK K X Fes= ,,-/ 11 l 1 I I I. I R i
1.1
Tr=rl91III I2i=1110*111AIN:WMI
3
z
O
U
D
U)
z
O
U
Ir
O
-2 LL
U-1
U)
O
z
O
0
40 0 20 40 80
C 1 inch = 40 ft.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_EX & DEMO.dwg
z
-0
0
z
LU
rr
O
LL
C
0
Q
c�
r N
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
PROFESSIONAL SEAL
REV. RECORD:
BY DATE DESCRIPTION
PROJECT NAME: \
HAECO
FACILITY
IMPROVEMENTS
OWNER OR CLIENT:
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
PLAN KEY:
DRAWING TITLE:
EXISTING CONDITIONS
& DEMOLITION PLAN
DRAWING NUMBER:
C2
PLOT DATE: 11/13/2015

3
2-
1
I'1
MATCHLINE -SEE SHEET C2
A
\\� �/ \ .� \ II / I I �I'. +I�I�IIIILII. 1r1:.1: I I. 4 e - a 1 y. rz + r / J- 17 ,
- \ II + �� I all' 1 1 I I I [III) I ! 1 . I x x K'x X.X X I I . �� ` \. 1 1 1 1 /! h
-�- i II I II. 1 }. I I I 1. 1. FI' xXXxxX.X I I \ \. I �- --\\ 1. 1 1. ! / ./ In
� � \ - \ I I .� I I l i I. 1141. 1 1 111 I. 1 {'I . I' . 1 . I. 1 x K .. . . 1 x 1 1 1. 1. � - . ♦ . i. .� � - _ \ \\1 . 1 . I I l ./ ' / / - e.- - - S � @
`�\ \ \ � 4 I I IIII IIII III I III I I.I f .l IIII 1 . 4\. . � (�r7--_�1 1 -1 o. I- 1 I . / / . / OV Zr
I Iv
` \ 1 I l I. 1111. { f1.1 1 Ill! III I III } / l' K X X N. K I I } . e sO .\ \ .� \.\`" �. t 1. 1 1 I .� I. 1 .! 1 • 1 . 1 I . /. / .I -----__1) . * I
`� L0� LDD LOD \ LOCM LOD I I 111 LI I 1 I I 1 I I l' I I 1 III.1 LI I 1 / - I - I. I \ . .. I I { - X x . x INC X/ . / .! 1 l \ �� e \ 1 1 - { I , . I - . I I . I /. 10r \ zr 1
��� -- III l4 4 I 14 I 111 .1 II I. / .! A. \, �\ `� 1 I. } 1 . 1 I 1 [ } 1. 1 /. ! I 1 � \ . 1� �
\ `! I I 4. l I } I -I I.I I 11. - \ } :x.Xxxx / �. 1.
�� \ + 8� I 1 1111 ~ 14 4' 11 1 I . I I 1 { / 11� I : X!X xx K l / / / . \ .; `� lir !' 1 . 1 I t . I. 1 1 } } . I I . 1 I . I I G [ 1 g 1s I
ED
L LSD �, I I I I. 1, 4 I.1I 11 1 / \ xxxx \. , a
\ \ \\ � _', I 1 i { II 111.11 I I .I i I 1111 I 1 �. I i / �) i � �./ 1 lt. � K x ; .X . i . \ \ . I1/, 11 }4 1t ' tl II 1 .' I,. 'lt . }I I\ / 1 I
11' l l 1 .1 I I. I / \ I j K x .x x I' - /. \ 11 1. 1 I I. � �� I 1
o� Lwd 1 11114 [144111'1111 l 11111.11 1 1. I �I x 1\ \ \ II111 j 1. 11 .1 . I 1 1 1 \ -V 1. '' 1 ,11 1 1 l
C, \ t1 I II I' } I I I I II.I . l.y XxXK x I' \ `. \ - 11 1' 1. I j. \ \\ \.1.1 III II / 1 l 1
� o \\ o / I. I I I I I I I. I I 4' I I I 1 I I I I I. 1 x .X x X x CP. \ \. AREA CONTROL P I T 114 j 1 1. 1 I 1 \. j I I L_ - ,11/ 4/ 1
�, O / I Ill I I IIII . 114.1 I { I l l .1 ./ . / 1 x X- x X KI x A U 1 - . \ \. 'NAIL SET .1-r 1. I I" . 1 � \. \ t� - � � -_-� - - - ��/ <
`\ J \ ¢� I I .[ [ 14 l l' 11' 111 I. 1 1 i 1111. l� 1 x X X X x, x \'\ =855493.102 l i. l 1' 1 1 1 I.
l I' 4 t \\ 1 1 1 = �� - -.: _= -i l \ I I
`5 \ _i 1 11l 1 14.4 .I I1 4 I 1 II.I �. 1 X.x x X �1% ti' \. N,I I I I j 1' l I \ \\ .\ LO 1 1 h l I
\ X/ /I 1I 1 III l . I I I II1�. . 1.1 . .} . \. . E. "r7,j4876:116 . /'1. '1 1 i . I . 1 1 . 1, \\\ /, -_ p I
- _ \ �j �j / - 1.11 l 111 I I.I I [ 11 + 1111' 11. 1 . \ 1 x K. x X x I \ Elev.- 4�.3s I 114 ' j . 1 1. 1 I I \ . \ \. - -.7 . ) \ 1
��� \ '3 s �/ I/ III II'��II' I 1111111~ �r \. :YKx } 41 l\ \ I1 1 1. I 1 1 1' .-Y- ' .,
/'�� I I Ij II 1 [1 11 / I . \- to u, ' \ \- I.1! I }. I. t 1 \ \ ~.- �.�
, \ / �I ! I.1 II ' III l I.IIII [. ! /./ 1. I 1 1 } I. \ I I ��
I 1 I I I I I I \ 1 .K X" I \ '\ I I. �__ -�_ 1. 1 o s 8•
\ / I I. 11'11. 111 . I 11[111ILII11 1 .1 / \ . \ I �.\Y%x # ;. 4 \\ \\ `. f /. I 1 1 1 .I Ij .1 . I I t 1 . 1 I. 1. .1 ' ���� . `� . I. of - - t 1 .
�\ - - - - EX. APRON EAG - I 1 I 1 [. I I I' 1 1111 \ � 1 1 1 . 1. 1 . I ..\
�-co
- �c / 1 IIII I II I 1111.1 1 /' I \ 1` x K xIx 1 I -- -� I rtl \' t
1 [ I. [ / \ PERMANENT IMPACT TO r. 1 I I t 1 1' I 1 ] 1 .1 1 \' � . \ 1 m \ 1 .1 1 3 r
�1 d' Y y 1 II I'1 111 I I III 1 1% x X1x WETLAND AAB I 1
�,�i �e ����-L~- ~�-��r�L ', - -&d e/ I I.1// /Y1./ III .I Ilill'111 l{I1. I 1 1 1' I, \ 4 1 1 1 .1 ` . t \ �,
9J �\9 - J 1111. I I I 1.1 111 I I 1 1 .I 1 1 X " 1x. \ BOTTOMLAND HARQWOOD FOREST I I 1 . 1' \. \ \ \ . \ I I 1 \ \ . -_. \ \� \ < \ 1 I. j .
rn -ti 4 i +� I I l I I i K," PF01 A' 1 \.
� � -��- � - 4 - - - � � - y 87� s �i � ~ � J / // //// r ll r 1 I Ir 1111,1111 I I I ./ 1 PERMANENT IMPACT TO 4 `t . x/x \, ABUTTING
AGG RP.w . t. \ \ .\ . \ ` \\ . \ \\ - \ \\ \ \ \ \ � ` � .1 �.� \ . \ \ /I °
_ --�� �' s I- i ! r J I1. 1 STREAM AAA.(PERENNIAL) K '� I . . . . . ' \. '\ e 0
_ I I 1 1'11111 ' t �x ' \ ` 1 1 1 - \ \ \ \ \ \ \ _ _-.�_ . . \ .\\\.\\, \ I<I I ,
s -------- e rs I/ I1 RPw. I'. ` \ r 1 e \ . \. .
LX
1i - `~--------~_�7 ~-_-� ---ps i �� �� d. [ I 1' C II (1109' LANG x 10' WIDE, 0.26. AC) I \ 1 \ \ 1 1 1 1 \
__ ----- _--8�5-r - 1 1 I' \K�- \
11 (// --_ -- -��~__ _~- ~�`�~------� -- -- ,/// 1 I 1 I1. Ir 1 ,f r x \ 1 1 \ 1 1 1 I. 1 1. 1 \ \ \' \ 1 '\ . \\ \�\ \ 1 1 \ \ n
l/ter - _----_`~~ __-`�-��`=-`r-�-- o- -, .11' 1 I / +.I 11 1 I f1 \ .I \� �� 1 .1. 1 1 . I . 1 .1 I \ - \ \ 1 � �,
I�lrrrr� _ __ - =_= _= _==_=___ --=_f =tee m ! �/ /1 111.11111111.1 I . II: \ t ' t X >< \. \\ . [. 1 1 1 1 I 1 1 1. I I 1 � , � . - . _ � . \ 1 I 1 l 1 0
~ - - - - - _ - _- _-- - Jo S X. K \ . 1 1. 1 CO* \ EX: TR�ELINE (TO BE .REMOVED \ I 1 1 1 l I I
11111111111r11/� -- --_- -__~-___6-====______--� =-��� r I 111.11[1 I.II / 11 \ 1 \ \. .\ ! I' I I 1 1. r-�
�[ �-REMOVE EXISTING PIPE SYSTEM � ` ` ~ - ~ - - - ~ - - - - - - = � - _ / 1 1 1 / I I [ / . - . � '� " x ) 1 1 1 1. 1 1 IWITH THESE PLANS} \ \ I 1 [ / CD
1 1 1 ,- 11' I I )I 1 If I. /. { 4 \ 1 1 1. 1 \ 1 1 1\\ l I 1 1 �@
I II1111/1111/I1 / / SEE CONSTRUCTION SEQUENCE ON - ~ - L�6Ci = - - -� . I 1 1. I I .I l 1 ' `.1 4' \ \ . ! j \. i rt
SHEET C1 �� 1 1 r1/I/I/�II11It :44.. 11 I1 ,�.x '\ I ° o. r 1 . \. 1 \' \.\ \. ; 1 \ \ \\.\\ _� �` \ 1
1111[I1j11I11I111 / ~ . 1 �. / I, }I4 I \'1 � x / ( 1 � .\ \ \' \ " . 1 \ t \ 1 \In
11[11111f1IIIIIII i 11 I 4�, s ,\ �s - _ _ I 1 //(
! \\ 144.1 4 t . x x \ t' 1 \ 1 �\ \\ \\ \\ 1 \ . \ _ _ I \\ \ t 11 1' 1 l
+ I' I' ~III II lI1. t 1. 1 \ \ \ \ \ \. ti 1 1 1 °
+�� 9, - _ 1111111)1111. I 1 . t' %.X\ x. 1-. '\ -\. \ \. \ - \. 1 \
+tI11f11[[I11lIIl I I �� ------------ -~ -_=--� lI1I111.111 }1.11. \I'1 !.}1111 1 1. l�t. \. \. \. \. \ \ 1 \ \\\\ \ .\ \ \ \ �\ \.\ -�� / 1 ) )1� \\\\ _
x x . K\'x
.� 1!11111 11 I --_- __-___ --- ���-_�_�_=_--=�L�-_ �a I 1 �I�ll1 1 1 : x' \ . \. \ . \ \ \\ 1. 1 \ . \. . _� 1 1 / n 11
1111f��llf1l11lllr I 1 �` =��r ����������� �=855_ ----� -- --"^~ . 5I I.l tlll 441 Ili I II . e . 1 ®�1�, K x x X \ \. \ . \ . � . /, 1 \\�
\. \ \ [
81,1IIIIIIIl1I1111 / �° j -�- ------ _ - ---1.{ I. 111111.1\ }Ill.-Ilf[ - / \L ✓ \. �� . x.K x \ \ \ \ 1 � I r�. _ . '-_. . \\\ `� \� \ �\.\, �� I �
-fill llllll1111111 1 // // /e �V���a��� �- - "I ��\\ ?..� �p + �� _ 1 1 l 1 14 11\1. y�IC 1111111 .� ' ` . ic . x \ / . 4 \. \ \ �� 4 4
I 1/ --� ��\.�ti�� } 111 1 \ \ . \ / /. / .I ` - �. e . \ �\ \\ \ \
1 / /// - -
11111[I11111111111r1I/i// _- ! X50 __ �_U\.y���\�� 1 / \\ 111 Iti / -_ _ \ o \` Y� 1 1
/ I'
��1 l 1. e'� . I \ \ �. 1 / / s/ . I. _ l
1111111111111 I Illlrt - r -----�_______ - t 1 111 .Il . . ; Y M `. \ \' \ / / / 1 4 -�'� _ �� �� = -� 11
I III I`� _ �_-= =��--- --_ 11 4 \,1 x x Y \. \ - \ \ I � . ° .//. ° _-_-. \` _ _
Illllllllllll 1 11/ I 1 \ - --� _------------------- I t I r� 1111 41 ' ..)I \ \ / / // /. . / .4 --_ _ �- `�� 11 1
��- ����------------- \ + \ 1. / / /. / _ - _ -_ x.1;1 lV.11l
11111 111 11 111 1 \ 1 - ____ __ / / 111P X. x / / / /. . / _ _
11 1 II II 1111 1 1 e- '�� =� - _845_ - -- -�-~~- \\ \ / 1 �\ 11 11 . � X x . \ \. /. / / /' ! 1 855 \� `-~- 11\1 \ Ill
'-I111 1111 I I I 1 _- -� - - \ 1 [ �, } ' iltl. I1 I � ; \ . , ) / ,-. / / / \ -_ �- -IIIr- \\
1 111111111 11111111) l } 1�°sy s 1_� \ \\ 1 l� �I �.J x �'K , . !. / / /. 1 . /. -_---- - ll. \ I\ } 4:
�I II II 1111 1 ti 4 �\ \\ \ I 1 1 I / 1 111 11. I� % 1 / / I. [ . ° rt- __-� :zj 1 I 1
I //i \ I p } til \ .\\ I. l X x`n 1 / // // /./ . /' (A @ / / 1 Ililli I
111 111111111 I 11 1 1 1 III/ / r[ a `\ \\ 1 I I I I 1 1 1111 r� 1. x K 1 I / !/ / // _ --� 1 / 1
1111111111111111 IIII I 1111111 If11 \1 ItI 1 1 I 1 1 11 I 1 I I /I �>~.111 1 1\ Ll I1 . I'1 1 / // / / /' 1 I
_- � _ - - 850 1-� Il�ll I I I 'II 11
tl 1 I 1 X111 Illi 1 I;}� x x . 1 1 /''/ ///�%/;// 1 / I ee-:- --'r- �_- - - 11 l I { 4
ot 11111111�IIIIIIIII,I \ I IIIIIII�IIII, 11 4 I I II Ill I I . / 11111 . 1 \ } / �� _ 41111 1.1 I. ��I1 1
Ex. HAN" R I f� I I 116'1 1 1 �I 11} 1 1 1 1 1 1 1 1 / 11.11 { X / /. / / �' - r Y -
I l I } 11 I I, EX. STORMWATER POND B l I 11�
I Iol I s I WE: 842.1 ' 1 } 4 + 4u I I I I 111• / 1�, . \ / I �. . \.\ J /. I I / . `/ / / I . e � = - - ` I I 1 lti }� Illt 1 I } 1111 -
ISI I l s l I I 4 1 1 1 1 1 \. \ x //// / / 1 _1 -- \ i11111 l 1. 1 1
= I I' 11 i 111 4 l I 11 I I h I 1 I 1 (TO BE REMOVED WITH THESE PLANS) l 4 4 I I I I I I I I 11 \\II . 11 1. 1. x . I /) I. // //. / f/ e f� 17111 vl I 41 I I.I 11 I 1 4
Q) l 11 1 1 1 4 I l I 1 I I I I I I SEE CONSTRUCTION SEQUENCE ON SHEET C1 I III I I I I I I I 111\�\ ! 1 .1 1 X. \ /' I /. /' / 1' / //// ,- I l 4 141 i I I I l 1 4
g I= 111111 111 l l l l 1 1 1 I I I I I I I I I 1 I l l l K. l 11 4 I l .l
�, 1 1111II 111 1 11 I I I I I I I I I l 1 I I l �I 1\\ 1. 1 1i 4 1. / 1 I j I /' / I. /! / e e 1 1 1 I l 4I I
I I I 1 1 I I I I 4 I I I I I 1 1 I t'�1\�1 1 1 / �! ' x / l 1 1 I I / / /! / 1 11 I I. 11 I l l l 1
I I 1 \ � 1 4 111 � I'
w - 11111 IIII I 1111 11 ll�l I I I I I I I \ r .I, / I // 1111 1. I
111111111111IIIIIi 1 1411111111111114 11 14 1 l 1 j11111 I I I 11`11\\. It I/�II I 1 //I. 1 1 / // I ) 1.11 114
X'x 1 1 // 4 r lIe t.I1 t1 l
I I III 1141111 l I 114 I 11111, I:III� I > 1. II\\\1\ -It' r/j*1 xx. r r/.1 rlr�/. I / /// / flll , LIItI 11111
1111 1111 11 1!4111 I1 I\11 1' .xx. 11.1 II / I /// / 111 1 1111 1111,
11 111111 1l III 1 1 II141411111414} 1 �\ II•Ii x 1 1 1 1 1 . \ . 1 1 // / / 111 II 4 1 '11.}} II
PERMANENT IMPACT TO 1 I 1[ I. 1 1 1 i
1 1I I 1111114141 I 1 1 11 11 1 1 1 11 STREAM AAC (PERENNIAL) 4 1 ;11 \\ r1l : x j l l l ► f 1. 1 . ! . t 4 / / / / / 11 II I 1 1 14 l 141 } 1141
11 11 I
III i I I I I I l 4 I I l RPW 4 1 \\\ . I/�l I. . �! x I, III . 1 [.1 .1 [ 1 1 1 4 4
I III 11 II\ 1I 141 1111tH I (305 LONG x 5 WIDE, 0.04 Ac) I I \\\\ I6. ,:.x 1. I I. 11- 1 \ l 4 1 1 I 111 11 11 44 4 II l
0 1111111111I1I 1\ ll I L1 11 ,,x ,, I Il � \ � I „x. +� [1.1 I I. � 1 I I 1 I} t'. I l IIII
11111111111114111\11111414111111111�/ [ I I I / \ I 11 } 1I 11 4
11 I 11 I4 1 111 \ I } I 1. k / IIIllll 1 I. 11. I 4 l t /I I4 1111 IIII
1 1 1 4 I I I I l 1 1 1 I. I I 1\, \ e l. l f C x 1 1 1 I. { l l 11 1 1
- I I 144 4 1 4 1 1 I I I 4 4 1 1 1 I e �' ��l\ t. - 1. lil1:)ll\ K. / l l l 1 1 I 1 1 1 l 1/ EX. STORMWATER POND A 1 1} 4 / /I 11 111 I I
I Ill 11 \Ill 111 1 lII�§\
1\ I i I I I I �" 6 I I.I I. I 1 1 41 I 11
x.11 1111 I 11 44 111 \ I I /I� 1�, , \ L1111111 �!x X 1 /'1 I . 1 4 t \ Ill , 14 I 1
WE: 848.6' l [ 11 111
411 \ l} 1 1 \ \ \ � p, /JJ IIII { I X x - I. I 1 I. I -4 1 - t t / / I 4 4 (TO BE REMOVED WITH THESE PLANS) } l l I I - I I I I I
I I l 1\ I 111 \\ 1 I I 1 1 y' . I I l` . \ \ Il 1l -%. I. \ \\ � 85`� J 1` i j I 5EE CONSTRUCTION SEQUENCE ON SHEET C1 4 4 l I 1 1 1 III 4 14 I I I
- },4 - 441 1 \ \1141114 11 \\\ \\\\ REMOVE EXISTING POND RISER AND - I 1 1 I 1 I I I'Qi P ,- , 11\\\\ ll I 1. J 1 I \ . 1
-. --"1 11 } t I I t\ 1 tl 11 \ \\ \ OUTLET PIPE PER CONSTRUCTION 1 1 1 I I I 1 1 I I� r� I I J t,'\11I l x / 11' \ \. \ \\\ 4 1 1[ 111 I l I I I I-
I l 41 1 4 \ 11 11 \1 \ \\ \\ \ \\ - 1 ~ SEQUENCE ON SHEET C1 / l ! I I I 1 L /. 11 .\\\ . llI I1 1 I I. I . 1. 1 � _. \\ 1 1 l 4 14 l l 4 14 4 I 4
11 11 41 \ \ \I\\\\\ \\ \� \\� --� - ___� ----------/ I 1 1 41 1 I ��_0- . I, \ {l 1 I 1 4 1 \. . . , \\\ 1 l I1 II Il 4 I ll
I \\\" - - - ° / / 8 1 t �� AN,\ 11}II. ) I.1 .1I I 1. t.1\_.� \, \\\\ 1 II 11 141 Illll�
I 1 III tl \ \I \\\ \1\\\ \\ \\\ " _ _ - _ - - _ - - - _ - - - - - / 1 l 1 � I } I f % I \ t \\ 111 I . 1 t . 1 \ -PERMANENT IMPACT TO \ I III 1 111 11 l 11111
C) 11 141 ll 1 \\ \ \\.t\�,�\\\.,\\\ `\\�_i�_ =y ----84�-� -- - - ---__� 1 I 1// l , \ . - \\. AlL41 I 1 1.1 I 1 --__: . ETLAND AAC II 11/ 4 111 41 ll
♦APPROXIMATE LOCATION OF _--- - - - - - - _ - ` �L ~ -� / 1r \ 1 \\\ , 11 I II . I \ . \ i SEEP . \ // //llll [ 110 11 l 41 - _ - = -- � - - \\ ~ - - - i / �% f .1 y1. I I / �l\�� \_ 1 1 y 1 �� _ PFa1 B 1 \ \ 11 //// 1111 } 1114/111 \-111141\ \ .EXISTING HANGAR DRAIN TO BE _ - - _ _ _ _ - - _ _ �� 1 /t \lt • \ �\ 1 .I I S \ / 1 I -
1 II - - ,ABUTTING RPW \ I 1 1 I1 870
\\ \ RE-ROUTED. SEE CONSTRUCTION `_�_=___= _ _ = 5L_ = _ _ _ _-_~ \ �. ~ , 1 I l .\ / / / / � •\ 'j 111 I � \ \ // 11 1 1
1\\�\` ;SEQUENCE ON SHEET C1 �__=______________�_=_-� - 1 �� / 11. / \�� \\)1 �Iltl\ I I i. 1 t \ \ `. 0.09 AC. \ \ \
��---��- ~�`=~~-_- - 860 --- --=�� Ili' \�� . ~_ I l / I I ( \�
\\\�� �_, �� _-_ -- ---- �' r I, 1. ` ! °��� \\�\�.� ..1111 l t 1 .\ \ \ �\ . I 1 `\ \\ \ 1111 J 11111111\1\l\r \
\ \� "\ ,Z- - - - -- + �. 111 \\1 __ I� t t.l \ \ \\.. . 11 1 \ \ . e \. 11 1\\ \ // // 1 \ 1 1
� )1 ° / °,\��/ i / i I \ +�,� / �9 \\\\� �_ =���� - ) 1x.1.1 \\.\'\.\.\.\ l \\\\. rI1J 1 1. \' \ _.\ _< 4, 1\1\\\\ \�\ \ //!/// \111\\1\1\ \\
u, v----- / i / / / / / ) �� 1 / i \ \.\ \ \ `\ 1 ~ ` �_ / 1 \ \ \ . \ \ \ \ \ / \\ 111 1 1 ' 1 \. \ . \ � - \ \ \ \ cQ \ \ \ REMOVE EXISTING POND RISER AND // !!/ 1 \ \ \
Cb 11111 / ° / �� ° / / l - -_ _ r J l \ �_ ice. \6�� \\ \\ \ \ \ \ OUTLET PIPE PER CONSTRUCTION e /// /!/ D_ `� \\\ \ \
(D I \ \ \ \ \ \.\ \\ \ �_ e r! /' _) � \ I. , . \\\ I 1 \ \ \. \ .\ _ ` �r _ \ \ \ _
I [ 111 1 i \ \\ \ \ \\� °' i r ` ~ \\ � �y c \\ \ \ \ \\ \ \ SEQUENCE ON SHEET C1 O // L -- \ \\ \
1 \ \ o - . I, I 1 I� -}.� _ ) .\� \\\1\1'y� e �\ .\ . C1I x . k � � \ \ � - __ -,, ,, \ - _ � ,- \ \\\\\\\ �' \\� -=---
'Z 11111111 1 .1 } 1 . \\\\ \ • ir-1. .1 I 1' } I. r. ` . \\\11:\\\\ \ .\ .o \\ \ \-=�_- -` _ � --- �} 1' \' \ /� I I \ . - \\ \ \ \ X K X. x x .X x x- K X _ _ 7 \ \ 1\\ �
111111 }. l 1. 1 \ / `qu \ \ \ \. X �. 11\\\ \\ ) ------------- -y_ \1 \\ \-
/ 1 1 1.\� �(�� � /°--e 4 1 1 1 14 11. \ �\ ". \ \ \ x ,� x� X K X. X x X x . x ----- _ _ / ___�_
!1111 I } I -1 1'1' .t / I �. 1 . I t \ \ 1��\.\ \ \ ,3 11~11\\`\\ c --��- ------ \ \t \ - _
X K. x X K X -"'X X x x X 'K.. X X X K : �� ~- / -/` J J
/ 1111111 / 4 l 1 1�1 ` �\.\-/f \\. 1 1'1\\'\ \ �� �' _ �.\\I.\\\\\\ x XXXxX.xX�a L .�' iI \\\\\_-�ZZ 1 � \ - -_ _�1\\
- - ` \ , \ \ \ 1 \ X %♦� X x X M x x x K X f'�'j�� \ ` \ _� ~ -_ - - r ~ t \
1 \ �_ �_ \�\� \ \\ \ \\ x K X x `x X % % x \\�/.��� 1��.� _� - - _ - \
_ _ � / / _ I-,• ! / / i 0 / I t S / 1 I � I [ / / I 1 \ \ \ \ A11 . \ \ \ \ \ \ - `Chainlin_ - -, fence - . R � - -� f - _ 1�
11J -- -- _ �r-�- ---- I � / / ! I 1 � / / / 1 1 / I I 1 \ \ ,\I\. \\ \ '� \ \ ` _\ti-- - �` 1 - elec ` w ice �
'c- _ _J _ D \ � _ - ) / 1 1 4 \_ - _ \\ � n ` - - - _� ele\c, , ele�s � _ _ _ _
/ - ° I \ f� ` - n � tl \ \ \ C P I ( / I \ \ = l - \ �~ \ )//s " _\ elec ~ -'�e ` ` eFee - - - :: e - - � / ` ` ®S a -_
\ �o _ fo�� 5 r I ( \ � \ � -� ~�� elec _ > \ o o �_
\ I e_ � _ ` � ` \ ` ` \ \ -1 \ � fo fo \ \ ` \ \ 1 \ � \ 1 \ \ � t ` � 1 =.81b � _ - -- ,I, 4 '�Iec- - - - I , J� � � J / / �� -`� - - � - = - r i � � � � (� � ` � �- - r � - - ~ - `11 �� � -� \ �,Q �- 4 \ �,5� \ Q� I / c \ \ R �� `~-~ , ���Iri-I-�- `� --�� C--~ �rD 1 --- -��` -------`~ �~ --
- - l'� - -
\ I \ 1 \ 1 1 \ 1 .. 1 ' 1 / 1 _ �-- I I I I ! _ 3 ---__=-_==3 - - -- � _
I A. \ \ \ , -� ti I I I I ` - rip -- ` : i _ - r -
I _ \ - - _�
I � I l !� ! 1 _all�I 1 l � r/ I � L 11 � 1 \ �, l\a0� .. �� e`_� -\ \� --1-1 �_,���_��__ o � �._= � ��-'rl,i��- `s-����� �� ��--_�_ _�
I �~� l- _=--�- __ �- C, �mr*1z= , \ \ I � � �(��I i 1 I� - 1~�- - � .� ��111 J J - / - ° �r,/
-i _-�_ -- _- <b" ,nom II n= i \-I•>,OC'>a _ ' Q0� (101 _,r- // / / /
�i -- -- -- `-- -\ `�_ � ���� ~� -7 _i__ � 1` �/ 11 I�w o Lr) \ \ PO I 1 I. � --
_ _ - - _ �� F Iv rE a7 a I f D ,�$
__ _ � � � X -
J) � - - � 1 J _ ) � / - _l11- - �I[� _ - r \ 1 ! (A N M to S r+l I 1 1 x �.
- �� �P60 9)oi i 1 1P'Q
R A D A R R O
0 +�.1 rn-1r I
N / n I I* a s p h a l t p a v e d d r i v e
000 It/ �� I I 3 ;DO
1.1
3
-z
O
I-
U
D
Ir
W
z
O
U
Ir
O
-2 LL
W
U)
D
O
z
30 6 15 30 60
C 1 inch = 30 ft.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_EX & DEMO.dwg
O
0
-z
O
1
V
z
2
cc
W
0-
Ir
O
LL
0
Q
r-
0
�E0
Q
0
C 1
DWK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
PROFESSIONAL SEAL
REV. RECORD:
BY DATE DESCRIPTION
PROJECT NAME: \
HAECO
FACILITY
IMPROVEMENTS
OWNER OR CLIENT:
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
PLAN KEY:
DRAWING TITLE:
EXISTING CONDITIONS
& DEMOLITION PLAN
DRAWING NUMBER:
C3
PLOT DATE: 11/13/2015
\ /

3
2-
1 -
1
I1
--- -- -�___ �j j 48"Pipe
J �' 9 - - - - - - -\ - PROPOSED CHAIN LINK FENCE ! inv: 84,5_A'- r -
/ - - - - - i i destination concrete \ /
PERIMETER ROAD i I
undetermined
headwall \ /
°\
/\\\�\ \
J a s p h Q! t paved d r i v \ LUL) LOU - _
\Y OQr _---'li'�-=--_�_
�� �' -�/i -��� C II ISI o --\ e SS --5�===----___- ����_^ \\
AOA Charnlink fenceis e rr � - i�1 f Jr` r=_ - J --- =---- ----=-
U,o� ��'j ,>ii
/xia�
/ii74-
J�_�=--___��
_
11111 Ii I�
/ / _-•� � /� f �/ s� � /�r�////%/I ==5g- �_'=-=___ � __=- ==;J -�'` \ \ \, �\��111 1/111111 11,�
X515 / 1 I r \ \ \�1,1�11r1111ti� 111
-Q \ 1 I
X50
�co \ \\ / I
A
LEGEND
-850-
-851-
EXISTING CONTOURS
PROPOSED CONTOURS
351
873.67 PROPOSED SPOT SHOT
�t PROPOSED STORM SEWER
PIPE
❑ PROPOSED STORM SEWER
STRUCTURE
PROPOSED BUILDING
- i I I I III %9
fo / fo / fo / f o/ / / fo/ / // fo/ / Ii 1� gI 1 1 fo s� 8Sz 85i o 851fa�- ' J / fo/ I [ [ I I I N 1 PROPOSED CONCRETE
- ugaj ugas --�- ugas u / / / / / / + y a- co '' + ' APRON
9 gg(s ugas / ugas / ugas � ugas / / ugyts ugas _ / / g� / f ! fa 1 l ug6s ugas ug(is - uyus - ugas ag I ugas - lug P�Li m 1
-degas ugas ugas u�as ugas ugas / ugas / ugas/ / klgas / i /as- s / //I uigcjs ugms ugas rLO u4� \ - ags�s q �y�= , ugas C�gas �/ ugas u s q�O /I I I 1 I ASPHALT FIRELANES
/ 1 / 8 / 1 I/ ��h // / / / / / I \ 1 1 [ 1 1 , 2 85 - �• / / / - 855 , Jf / / I I I I I x�, 0 1
n�C1eurnrirr 'ierrcc _ i ,. / / / 4 SIDEWALK
AOA
\
- ugas ugas 1 ugas \u�as ugas" ugas ` ugas \u s \� u \ \ � u� \61 u as I� /' has ,�� ��a�G \ r , 1< <- �� g \ �le�,'� - /_/ / AOA AIRPORT OPERATIONS
Zja\ \ g g \ g � , ir�� ►- -� �yc uyu5 ugas uays i a
0- \ \ \1 , - - I 1
_ l r / // I l l •® AREA
\ • r __�\ \ \ ��, \ \ \ \1\ \111 i / efi���S s f 865 / l ;.
spa \ \\ \\\\\\\\\\\ \ 1 `_ - f �` ► \ , J r I 1 \
as ugas ugas ugas ti ugas ugas ugas ugas \ ugas ugg `ugas ° `� ! PROP. EDGE OF CONCRETE
• \\ y -t -` 1' uy,Ja uc1u5 I ugas, IYDa%` uaa$ i`�c 'iir� r 4g $ •�
\ rri m z z� \ \ \ \ .�� - j ( ) i ! l - 1 / ! r r 8� / ! / f I y }In 1 .s \ TO MATCH EX. EDGE
870
\ ll �00
cn
\ 6 � � M 0 '• IN
�.,\ ~-�\ \�\ o� \ �' \' ll I�'.11l'Il� f �/
CID+� U1ow r- \ \\o ,y',(lyl i�fll!1 �1 I - __- / / , / 11'l.l aR
1� \\ '�°�� o--_�� \ 141111411111111 / l\ �a / `~1� .'`" ��� /ca' .I ,� .1.�' :�
.
CAS � � \ ,x z � e d 9 a v e m e n t - - - -- - � � �\ 9 1l l l l l l l l l l l l 11 / - - - - _- � b - \ \ I / 1 / 0° / // / / J / :�J �7'g1. � 1• 1'•'� r \ g � , �� EX. EDGE OF CONCRETE
1 ,���j, d'jEDGE OF EX.�1C#�E�E- - - )c 1 j 4 .1114 I l I 11 l l ' ~ f ( / 1
111. jl. r - • - / l I +' . l I c ` ' l -.� t r -
I 1 \0 \ \� 'rs�r� 1 4► 114111'144(l1ll�� a�s9' `fes l' �• •!• / !r J.'�• v1 :� l.v 1,•� 1 x,1.1.: '¢
1 / � �o \ •J• �, I llll ll.l• l ll.l1- • �, .i �/ '. �_% ��; ��-• ���``�� ; \�� •��\ •_ P �.� ;� o 1.•►I• .�, . � ..: ` a° 1. 1 •*�:� •:, .
a / / ' ?�s .v// \�
I / cry �• 4 I>1 1 l �° o v//�// ���. `-;:1 k�/ �•a5o==�����. I+l..l. 1: J }• `�. 1 1'a _t
61, / i d. I 1• 1 }'p� l 1. l �1. / ,, .. 1
> ,rl Qi / / �. r, /� 1 y- ,< . - �• �� \�. \ I' f I' 1 . 1 \ `'
-- 1; `P \ \ \ 1. M\ .�
qt
�., . i . 'Q .,•- p 11 1w1 I, • .1 . L �r 1 . ' \ \ \ o;�
�'/ // \ rJ. 11•�l [f illl¢}fJl/�./(�+ ; ' M } / .+\ \. �;1`\ \;\;. 1.l
I�f/ V.!'1d1'., :�.. 1� :.\1w01
�.
J/. .\� \ \ ,,,8 1 +:. , ► ' '
111 111[ I .i [ I• [ 1'' ! '��1 I:Jj�I .. ''. } .1= a \. \ ; 1 1. ` 1 I • �\ �.
PROPOSED EDGE OF CONCRETE TO �� r+ I l I 1 �l II 1 1 p '1 • • 1.: dl. III - + \ \•'� \\ \ \ 1 1 \ \ \ - - - - - _ -
1. I• I1 11111111 } I . j. +! / I� 1r �I /: . I l• '\i.�' \ \\\ \\ 1 1 1 1 1 I I l \ \ \\ ��-, -13
I MATCH EX. EDGE r s, '
l'I ;I..! f i.� % :/ ,� J . IJ:•jJi /• , 1+ • . .. I I:.� \ \ \ \ \\\ \\\ \ 1 11 1 I l \ \ - _� ��
0
8 \\ 0
f , � \ I J. }• 1 s77 1' I •. [ . I . •'1 I • � • ... , ! /- o - l \• ' '� 1 \ \ \\ \\ \ l \ \ � .0
+ �,. + 8; ,. �1• �4\ l f1f� /f JJ 1_ �•I :�' r'f$ I� I: 6o '.-y'�; 3: 5 4� Vf���\�1 �,RIo '.�3 \\ h p0 \\\ /o
1 ii / ,�,' 1lil[foll/l//> j' I I I [. [ . [: # J" / ..Ij�'[ - �'v .. l� �\ Imo$• 1 ��\ ..�. '1'�1 \' GQ, 2�
\01. • \ I �I 11'11 4 f--•� l 'r' •� �. •I , •� .. I��p _ -.1 .PROP. 563LF OF 66 RCP•
1 II �l R v.p 111 ! [I 1 �' ' J v /r K5� / s. I V ' ' �+ .,, �.� I �' \
Ig 1 }[ I �I�111I����I I 1 1 �I I 1" [ J / ,� ' 1 1' .. 1'� 0 �\ '1\ \ V��
s v
a I '} ..I l / V'[ )i¢�� �. 1, \�- _ \� \`•l.\ \\;11 �1�1 11` 0� �\ \ r \ \ \\ �\
,14' % y. \ e� l . 1'-\ 1 1 ' \ \ \ O
1 I I 1 J1i' I' I J �.. 3 111 '5�' \ \ 3
11 I [lJl lol! 1 / ��-v /j� . Rl } P.1 '.s, 1� Q \ \\ \ d \\ \ �\ \�
I.1[�,I IN a/' // %' /> r r k 1 1
\ III I j a , , , :/ 1 C 1 • \ \
l'/ v''° �� `� ' . v'
-�` _� \ 11 � �2. LI I,�CI }i.l� l.a 1�, ,'r , ��f •r , ; .- -. > .\�; • • .�. �.' :\:' •w- 1 •�. 'i•. ��•/ !• f. , ��• `•\ � �•\•
o l 1 _ 1 \�,\ \.� \ \ \
t : r� �\ .mss . �- " ' co . �., • ' J �. -1 `��; r• , �� ,.1 '� \ \ \ \
1 \\ o -'ii �I Ilii.1111 i f `�� !' fly, - ,r'� �� 'r I I. m J 1:� 1 f / ! :1'.\ �'.\
VA •\
1 \\ � � I I l •.��, 1• •.I CI fl [ I I I:f� i�l.l :''�n-, � � � 1 ! •1 ��. •+• . /' jll• • •,�� o , • . I '. .I . • 1 ,,J • 1. � .I, I vl., f a, • 1..• � \ ,�\ +.e �\ �� \ \ \ 1
l �> 11 I - '1' [tl f I I hi III 1 a: I :I l 1 *• / ' , . / n
- / /> . e+ s I 1 . - l .1_ L �; `�' \ \•� l
\ m I I i I' Ili { i i l' •1 �� j F I ,d Y /1 J! l .. ,1'
\ \ I I I ro mss. 1I j I f } 111 TI'I I 1 ' •i I �` a� I J 1 -• / �// ' rJ -sCP
I. j I I ' r ,� 7 Jw J
t�?, I• [ 11I1I[[rllilil I I [ ; F1` [ 1 /: */.✓� a ®l I • PJ [ 1 ®f$ I
1 I i i I + 8 0 �:. + I 1 X17 I
If I ((}.r[ I I>P., 1\.g l'f I / �Il %�r fir' j �Y �' .1 ' I . ! • . 1 J �1 l y I 11: f� o 0 \I ll
I III���P ,i[}Ili1• I J�.a �I l
I / � III - g I'l l u l l ��l it } l\ 4 1 1[ 1 1' 1 I 1,�.' /. 11 f ... .I �'[ [ i. I J _ I' t I' �- I ,, 4. I ,1 I I I I 1 1 I
I I� ' I 1 j [ [ 1' I 1rl ¢R� I a'I' �.. [ s -1 I 19 > [ r, j N *1 :i - . :1 l i i 1\ l II
I I �+ I- J J [ i 1 I I U' [ f f„ .1 I' I. l 8 1 I�
+ a> n v� 4 I I 1 I 1 jlI.} 1 i I.I l, j 1, 1 •'.' J• = 1- . `} fi I" 1 a 1 a. . I�
/ I I r, 1 'i I[ J J I; C I h' i I. I l' , I! 4-. s I :` "'� l I. I• t 1' •I'� I I 4 x o
P` .7 1 [• .,\. 1 -1, :� I 1 I I I [. E pl t I I 1 I l 1 X 1 Nd f
IPROP, 97LF OF 42 RCP 1 N 1 0 0
/ II � I'� � f1 f��l {11 I 1 .'� I I i [ I I�'I ' � . !• Il • � . , '- J ;•+-',-,.• ! 1 .\,�..� '1 ,� • �.:.1 •l. •l • 1 I•►' I• '�. 1- - • 1 � 1 I l I 1 1 3 I
I�.Y I([ �. Ih II. 1 r .� 1 1 , 1 I'= �1. 1' .• I.'. 1 [ I [ I 1 0 1 n J
8 ,l I I I [ i' , �� , I ( PROP. 173LF OF. 24 RCP �• PROP. 161 LF OF 30 RCP i, CD
3
�
l `• `��'� 1' I I I• I � _+ '1 ••l J 1 ! 1 0 0 110
1 I I �� I• '[ ->i o �.�• �[ I I'� [ 111�'T} I 1 ,1 f ['I 11 X ' I '1 1 �, fl / / \~. I r •' : 1. l 'I 1 ' [. I ' I• 1 6 1 �''' �� '� ► l J I PROP; 190LF OF 24" RCP � 1 j
�' �: I j 11 ' f l 'Op .1�".2
IJ \ 1 I Cr
�I.�.' -[..�Igo.. �� 0 l
MATCHLINE - SEE SHEET C5
3
z
O
IIIIU
D
U)
z
O
U
Ir
O
-2 LL
W
U)
O
z
O
0
J
z
-0
z
LU
rr
O
LL
1 �
Q
0
IuQ
40 0 20 40 80 u
A I B I C 1 inch = 40 ft.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_PROPOSED GRADING PLAN.dwg
r 1
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
PROFESSIONAL SEAL
REV. RECORD:
BY DATE DESCRIPTION
PROJECT NAME: \
HAECO
FACILITY
IMPROVEMENTS
OWNER OR CLIENT:
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
PLAN KEY:
DRAWING TITLE:
PROPOSED SITE PLAN
DRAWING NUMBER:
C4
PLOT DATE: 11/13/2015
,1, /

2-
1
A j i j C
PROPOSED EDGE /OF CONCRETE TO BjjJ�3 I I I.i 1 { 11'� I I 1 I I Ti f I I'i Jr� i I'' + „ i . - y ►I [ . � J .i \ ' PROP 97LF OF 42" - RCP ; ♦ l 1 I a ) .e . I 1 - I� . 11 l / r / 1 h y 1
MATCH EX. EDGE ; �rj I I r.. I I 1111 I d 7 . J , \ \ 1, v d I - , ,` PROP. 19OLF OF 24 RCP S 3
11' . °i : - 1T' ► I I 1
`�� \ \ 1 I.'. I •j II1I1�I III I I� , rII �o �.1I I. ! II' ' * LlI4� �► . v./► I' .I,®1' ►: °� . �s3" `' �� N ❑X 1
�� LO L017 Inn `' r><I Inn � I I I I hJ I I. 111. i' ' .I :11 I I I I v '. �o °�1� \ - f . 1 1'► 6' f FLOW SPLITTER. �1 %I \ I Il N
` \ � .` ---.v 1K P, 1' .f11. Iq 111 Id.
lv 1 I I IIII►'I I l- , `x ..► 11 I•I , • +/ \ ►' . �' \. \ } 1 1 1 o I 1 SEE DETAIL 2/C11 �f \ L 1
8 "�• J I I' J T .1 I I \. J / F PROP. 563LF OF 66 RCP 1 1 1 4 I I d
► �: ®o '�
\ d �. f CL
8 I 11 ,� f 7
�' Uo ._.. ► \ r ► $ �. • ir >> `s�•1 I I1'. I I j+fi . 4 J I►j a I= 1 "' I I .v / v4 -p t'l o I I
PROP. 42LF OF 48 RCP .>: PROP. 358LF OF 48 RCP ��� `I I I I l J �{ I I •I 1 I til j.1 11.1111 I I I \� /„ 11� j PROP. 339LF OF 54 RCP .� .. 1 I I 1 I 1 I ,1�1, 1 1 1 1 1 1'III ! l �,
.. I ►I J'J 1. I 1 1 11 I' �, `v 1. I 1 ; 845
�,
C-)
tT .. r 1 I1 I •I 1 1 1 1 1. ► ' J •. ► \' ABctt�`7NT p T 1< 1 5 I
PROP. OF 30�� RCP=-,_
I,' I / 1
' ► ' .. i I • d' 1. I l'kI I �.j i 1183 �. 1 r11.111.1'I '9' : I I I I 1' \ MAIL 3 I.1.`�' I I I - =4/ I d 1
k .�9 ", 141 ° I I I I 'f ► 4• .► 1®� 102x8 {' 1 I 1 Y� \ 1 1
/� 114 I I' I III !1 !' / , 1 1, I 1 �,`\�' -PROP. 61LF OF 36" RCPT- .� o I p
\ E 72 .116 1 1 1 1
/ 1 I IIII Iii I I I 1 I I 11 \ I I 1 \ Elev. '$a. s 1 '�3. 4 I I I 1 1 - --`� �'� g 1 1 1 1 I
\ �, _ / / r II 11 1111 1 1 II111 I 11 \ 1 1 I 1 oa f
��� � . • � ..`� \ / ! 111111 111.1 III 1 I I 11111 0 \ Irl I \ `� �-,� \ ".I.I.�I�:. 1 1 l I I I I - �-�-r- �.�' �" •���
o I �s1 l dlli ILII II ! 1111 d1 1111 ! fl 1 / 11 \ \� I I.! 1 1 ss 1 4 y
.� �.. ►: -• • � \\ / �! J I ( I I II l 111 I I 110 f \ 1 11 I � II 1� � 1 I l 4 � - - _ � 1 ! o s2, •�.
87x.27 �:�;� �-- J 0! 0 !1111 1!1!1111 1 I I Idl1!
I I I ! 1 " 860 -- m
PROP. 113LF. OF�.15 RCP -�� � 1 1 I ! 3 r
I ��
�'� �, -� =: / � � - � 0 f 1 I I I III I I I I 1 / 0 ► � ��.� . \
rb
\\
- y _-- _-----�--r �� / / ---- 10011 I! d! ! 1� IdIIIIIII11111 1 0 ( I I 1 \ \ J 0 [ 1 > \ 1 \ I /
----------------'' I!
Co
- -_ _- -- _- CD
a
"-_�_._- -_--� Il 01 IlIil11 IIII 11 1 \\ I 1 \ \ I I 1 ``--
- -
_ = - I I t , I .x o
-_---_-�=t--_-_ � -� � 0 10 III III 1 �, \ \ \ 1 1....
z-"------------�-~-� f l01 ! I I f /1 1 1 \ \ I I
= _ _ - - - - _ _ - - = - - J d 1 ! d 1 ! I i I / I 41 \ I� \ \ \ 1 ..�. 1� 1 1 1 SEE DETAILS
1 \ l I I !
i 1 I / \�, z SEE DETAILS C12 I \ d C! rn
�- LL ----r-
~--- j I/fff11110011I`-\41 1 Il \ \ 1 1 \ I \ \ �,
III I1ldd1 I I. I.. ,L 1 \ II r \ `I. : \ \ \ \ \� \ \ \ ` ~ - FLOW SPLITTER. III I6 0
`� -� 5EE DETAIL 2/C11 1 1 ` \
---- ________=_=_�-=_�_ 1.{. \ \ �n
- - -� Io,1 I 11 '1I IJI I 1 \\ `\ \` �• \ 1 ` .\ \ \Pq
`� HIGH FLOW RATE
"~_ -__=-_-------= � ~ ~ 111,1 I 1 1 I11� Ill I II / 1 all \ \ \ \ \ \ \ ��. \ \ 1 n� \ --_. BORETENTION
-E�---------
-~_--tilol
�I I� �.,r r --�- - �I I 1 11411\ 111 11 II �/ 14 1 \1 \ \ \ \3 J// // a
ILL. co I I d .l .'I/ � 4 �P - I 1 1 tl / '�
f / �/ y r� J � �x 1' 4 �`
Ilo \\ �. � f o "
r-��-' 1-�-� PROP. 56LF' OF 24 RCPT
ISI 111111 I{ /.1.; - - --==- ---_---------� 1 \ \ X11
I rnr-_�-��--- -----
�A,I111
_--- _`---_ 1`�1 Ill! t1 I
1 0l IIIIIIII.LI.1.1.17..1 I 1 /�=%,;`'�_=__- -------- ---- -�_ \ \ } / , // /° 0 --- \ -
- ` \\ \ \ 1 1 1 1 1 Ate, 1 1 c � hill l i 1 d `1'`© 1 ' /J / / ' � �A�i 8�5 _ �I \ \, ,111(11 I
{�1 11111111.111.1.}.j .1 1//i,- - `` I I ' ----- - f1 11 111 1I
I I I'
111111 It 11 If II I 1 ✓ / !/ / // -. f f.� Q -, 0 1 4 I
I� 111111 Li ..1.1.11.:.1 J 1111 lir `� _1' ! t111
RC d 1 HA >qi t ITY \ 11 IJ I \ -
_ _
4 1111 1 11 I.I .. 1 IIII! ! °� II lI 1Ff Q d I bP 1 I 0 �Illllti lI 111 Ili 1 I I 1 \ I I// J �/ / rJ ' / f ..I . ' 50 - -F
1 1 1111.1.1111 1 I ! 111 - 5�F 0� I{I !1 Id I
l I
Q 1111111 14ti.1.{ 1 �.. l . l I l l l 1111111 PROP. 56LF OF 18" RCP o ,, Y Op. 19 111 I1 X11 1 }
.� 855 11111. 1 I 1 1
1 11 Is 11 I I, r- I{ 1 I 111 111141-
1I�.r
I 14 �.f.��. � �{ I i f 11 f o l f ���• � I I I 1 1 0 1111 \11 1 1 Il 1 101 I� � / 1 f f I I /� ,� / �0� �,- ,, � �' I I 4
/ � '; •, � " RCp
1 1 1 I ..J.I 1.1 I I I 111 I l l 1 1 I J I III i 1 111\11 I lI 11 \ 1 11 / 110 0 1 I/ F 855 111 l l 1 f
11 f' ISI I r1111 l I 14x,1 I I I I I 1 11 1 1 �1 I I/ 01 0, ...o `F 0 1 11 11 I I
I •7� 1 1 1 1 IIf III 1 I I 1 I 11 \\I 11 1 \ / 6
I II I I 1.I�.II�III _-I RO 1 1 I l l
11 11�:� III 1 I 11 I f II 11 10111100 10 � �{ �` 4 p p 8 I f 111`1 II 11 111 1
111i11
I 11
8 111111, 1,..1.1k 1 I 1 11 1111 III
i\`\1 " 1i� I I Ifl 1411
PROP. 134LF OF 72 RCP 1 I f I 1141 I J y 14 41 I
„
PROP. 94LF OF 18 RCP 11'x`1.1 1 4 4
1 11111 1 1 1 IIIJ 11111
o {.114111111E1. l I j.l 11.4 11. I 1 f 1 1 Ill 1 1 1 1 1 I I 1. 11
I I I I j 4 1 1 I I ,+ 41 IIII I I I I
Iti14.41��V1.V, 1 1 1 1 I i I 1 / /��� I 1 11411 \ 1 1 d I 1\ I. { I �/. 1111 1 1 11 1111dI1411I°
{... 1 1.1 .1.1. 1.11. \\ 1 I III ,�I I I J I 1 d! 4 ��,& 1'i 111111 II ll I I 11 d 1 4 1\ 85(' 1 1 I'�.. ��j a. aQi EXISTING STORMWATER 4 I
... 4. 1{.. 1... \\ ! III 1 1 1 l v11 111 , IIII \ 1 I j I \ 8 1. p1 a -4 c" POND A 114 I I I I III 1 I I I 1
\, {I 1 1 ! \ x �8 l III IIII
i 111. i � ..1. � � �� 1 1.' �'� � � �9 � I f I I
\_ _0 1 � 114 111 14
�P.ROPOSEI3. \\. \ \\\ I d I I I I. III 144 1 f I ! I 1 I , ., \ \ ..,. 14 I
I1 I.f.1 .I \ `\\ �\ =��_ - _--- --�/ / f 0 1 d I 1`� f41i d I 1 1 4 1 1 1\ - P fl_,o�stEa IJ�11I 4I4I4II4111II1I4
{J 1 FIRELANE & \\ \ ,\\�`\ _---------------- SIDEWALK.,1 - FIRELANE &.. III 4IJIIIII IJ4II
1 1.4.1 I TURN-AF20(JIVQ :, o \ -- ` - - - - - - - - - - - - - J - - - - - f f I 1 f PROP. CONCRETE 1 I I 1 I \ 1
olll I 1.�. a\..1��\\�� �.==�_� -�- =_- =�-----i 1/ I -� 1/11 I \\ �, IEI4 I I III 1 1 _~_ 4TURNJ.
-a o�nlQ: Il 141 IIII
I �- \� •,� �--_-------__-- ----
_ \ 11 0I 11 1 1 1 \
-____-_\�\\, 111 I \ \
- - - - - - - - - d 1 I _ \ 1 1.,.'4 {31 \ I0 q 4111111111111 - s7o
_ _ _ _ _ - - _ _ - - -_ -_ � -~ 1 1 f 1 I I \fir \ 1 I 1 111\ I I J l \ $ \ \ ` I ��;� PROP. 28LF OF 30" RCPIjO 111 111111\
1\\�:����� =� ==-PROP. 201 LF OF 18" RCP` � III \\I 1\\ /// flf 111 111111
r r -
03
///'- 875 \1l , , M \ \\1 11 \ \
Cb
� PROP. 149LF OF 30 RCP �'� r�o> _ o /
1011' / / i/ � I 1 ' r � \ " / /
♦ \ y PROP. 191 LF OF 24 RCF \ \ \ r f /
1 f / , 1 f , ♦ _. - 870 `t 1 I -
••+ 87C , 1 � � / � � \\\ -\ -� ��'� I 1 I '1 J � � \ "
PROP. 105LF OF 18 RCP's
r
0 111111 I l ! 0 / 1 ,. \\ \\ �. r\ \ -- ---
f 1 1 1 r 8$5/,, i c�. r T 0 �} _ 865 `� \ \\\ \ FLOW SPLITTER. - �'+ 11 1 1 \ • \ -
l11Id0 I s� r 1 0
._ 1 SEE DETAIL 2/Cl 1-
\ aso �} SBI 1,\ - `� \ 1 1 1 1 1 1 \ \ i 860
! / I l f 1 1 ' 1 / { 1. � \ � ` O - - ` \\. \ \ 1 '1 1 1 .\ \ \ \ \ \ ` \`,1 \\ \�` \\ \ � ` "� ��rJ�, 'y `•-\ \ -- � � -_-_, / /i � - f ~ \ \
,• 85500-par
�- -�
0 1 f `�� - 1 �\ r , ` ♦ PROP. 55LF OF 24" RCP,-
- / 85 -
` \ / 1 (PROP. 281 LF OF 18 RCF 0 v� \' \ ' el u, _
1 \ll °` �g �o \ \ foR-� \fo fo\ \ 5 r �' \ \ \. �� _ _ _ _
'�` ��` \` �`� ��\ ��� ♦,F \ ! �� f 1 �� \ 1 ` \ ` �� - 1 PROP. CPj:1� 2 h_
\ _
\ - 140LF OF 24 R
- -�
=PROP. 25LF OF 15 RCP
I �
r11 Zo Q \ ` -7 �LLI�� -I (10�
�� �` -�l� N� co "n�4 LO CO co I I r.,= �\ PROP. RET INaG.-Wk
1 i
- c° d _ -
\ � � � 1 - - oo cn - -
a x cyI I I Ian' I \ C/ D
v�� I I ICn R A D A R
+�.,
-4N_p, ph aI t p o 11L drive
000 33
0 _0 I I -a
3
_z
O
U
U)
z
O
U
Ir
O
-2 LL
Ill
U)
O
z
O
0
J
z
- O
z
LU
O_
rr
O
LL
1
Q
0
��LJQ
40 0 20 40 800
�J
A I B 1 C 1 inch = 40 ft.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125-C-SHT-PROPOSED GRADING PLAN.dwg
r N
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
PROFESSIONAL SEAL
REV. RECORD:
BY DATE DESCRIPTION
PROJECT NAME: \
HAECO
FACILITY
IMPROVEMENTS
OWNER OR CLIENT:
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
PLAN KEY:
DRAWING TITLE:
PROPOSED SITE PLAN
DRAWING NUMBER:
C5
PLOT DATE: 11/13/2015
\ /

3
2-
1
Fla
Me]
I" 2
M
wi
w I i r.
N00
-PROP. 2u PROP. 15" (STRUCTURE 19-18) I
CCC STORM PROFILE C JLL J I UKM rKur ILE 0 \
865 I --
EXISTING GRADE
860
I I f " I _ -
12'
855 '4 F i OHM HHOFILE N - -� �- r OR IP 48 h\
SEE $TpRM PROFILE h —
850 I1 / r l I I
PROP. 4R" v
SEE STORM PROFILE 8 / PROPOS>_U 305 LF
845-- -CSF i%� ' RCP @ 1.07%
PROPOSES 134 I �
I OF 72" RCP 9 1.08%
840- i� �j EO 1�A U % _
PRO " r? p 4.6� - 1 �
EXISTING -I 'Gr I=Pnp- '48"835- TWIN oEE STQRM PROMLE G
CMP PIPES
830 - - - - - PR9PI 1 s3„
828 SEE STORM PROFILE E
I 1 1 1 1 I I 1 1
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
U)
W �=
0' ';O " nl . -' I'
u CO
Lr -NJ
0_ Or-r7C
I„ � 0 J C14 -q- c00
�tll
Oi e ®®Q 00 00
1- +QQ 0
I � F I
L Z Z L O O
� w 0- ,.
�i w 0 Q a % > % > >
J `/l
PROP. 4r
01 SEE STORM PROFILE I
�, _
i PROP. 54 '.11_rROP. 30 (STRUCTURE 12 6)
1 SEE STORM PROFILE tiEL S IORM PROFIT _ I
PROD. 30" 1 I
SLL JIURM FRUrILL U
I iY'
PROPC
I
OF 66pp
1i N z z a I i
I I I 1 1
4+50 5+00 5+50 6+00 6+50
STORM PROFILE A
I 1 1
7+00 7+50 8+00
w
0- N
N000�
D O
0- oO Lq
H 0 1n 00 CO 0i
MOo0i 0i o n
900 900 O'0000co P co
905 00°Gz >J 905
895 895> 0 > � '
N L L L L
900 900
890 890
895 J _ ; -895
885 885
890 890
O� O N N
V)0rr
880 880 p Qo6�r, 00 00 pp
885 ? w N + fD r r 885
O 000 =) =)
875 EXISTING GRADE 875 PROPOSED G RADE -` ;j - 00
880 1 Naf~0z z z -880
PROPOSED GRADE 'l `-'a- N-
870 �� 870
CN 875 „,.. „ -875
865- w 865 SEE STORM PF�OFIL
'04 04 N "" `L 870 870
I °R
860 „, ",�j
GJo - It CN \ ' n K) , 860 865 PROPOSED LF
F-
0
r� oi'n r, 00 00 ( 4 1 OF 30" RCP ® 0.50%
855 n J + LO 00 00 00 + � 00 � ? dy 855
G000zz� � 'v0 No±� 860- I -860
L . I
EXISTING GRAD=
o < > >> o_ n
850 ���;� � a �N�z z z 0Q� 850
"I",~-- 0_(nz 855 ; , 855
_ I ,
845 845 I i
850-, -� ' -850
840 840 SEE STORM All'�RORO
FILE 2N
PROFUSED ZR ! F
r \ PRUHUSLU 55 I 845- n OF 30" RCP ®7.98% -845
PROP. 15"OF 24 RCP ® 6.15% -835
SEE STORM PROFILE M 840 ���� PROP. 72" 840
830 Pkur. 12PROPOSED 14C LF 830 __ SEE STORM PROFIL:= A
828 SEE STORM PROFI4E A OF 24" RCP @ 3.17% 828 83..
I I T 1 1 I 5 I I 835
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 -0+50 0+00 0+50 1+00
STORM PROFILE B
STORM PROFILE C
wad
P
5�
r-
0.50;
L
NAIL: I I I I I I I
DEPTH/SIZE TO BE COQRDINATE
WITH UTILITY PROVIDER i I I
OPROFESSIONAL
900
Li r
w w
w
W
,� , _,_
O^.O
BY DATE DESCRIPTION
895
I
J ; m
r_
M
w
Uj
w
w
895
D
1"Uj
(,n Ul
V)
! I
I I
' 1
890
Q
()O
,11 o e r;
FACILITY
�
IMPROVEMENTS
Z
� A
90
GRAPE
�J
`/ (n
� '�
-885
PROPOSED
AIRPORT (PTI)
�
(1�
11 Uj CV
1
885o�z
PLAN KEY:
V
ru
�f Q
m
z
��
Z
LL_
-880
LU
^ N
880
2.. U) z z
�r-
V) O � u) 00 CO 61
1.-
U) 0
875
1 �
(.(4 ,,, %-
It
;n r- r_C14 00
\ J rl r
04
��
\\
LU.)�.
i= �✓n000NU-) LO
I_ — s 00 00
DRAWING TITLE:
�
V' m
i ..
870
1 -
N
w
DRAWING NUMBER:
Q
� e
(api O o;
870-
C 6
/ - o
o L`'oaa> >
� � I� oao
865
IT
/ Fh
885--
\`�
00
1n � � on
o CO`00
Uj` •
�- ,� .� -
e�c"II Z?
0_Unz
865
o CIO -.1- a0 ao
860
[rs�1i
(TJ 00 000
��
860
)-
5s
EXISTING GRADE
860
I
855
Q 04
855
PROP.
_
\
SEE STORK PROFILE F
LL z z 0
uWII.11Y4Y.11
j
850
880z
\N1__1
lV 1\ r
�O 00)^
845
(
N, "I
I- Pr�LrU6r_L) I y5 LF
845
I
1
�-
2U)c�GL
N,"-- PROP. 42"
: r�
840
` -)Er-
J I umm PRul-ILE u
840
\�
"PROPOSED
86 LF
835
nF
48" RCP ® 1.37%
835
SCC STORM PROFILE A
830
U) CD I
830
828
I
1 I I
I I
1
828
-0+50
0+00
0+50 1+00 1+50
2+00 2+50
3+00
3+50
to n rn r- J
f
875-
I
O f'7 I'7 �
w 0 `O 00 00 °°
870
-PROP. 2u PROP. 15" (STRUCTURE 19-18) I
CCC STORM PROFILE C JLL J I UKM rKur ILE 0 \
865 I --
EXISTING GRADE
860
I I f " I _ -
12'
855 '4 F i OHM HHOFILE N - -� �- r OR IP 48 h\
SEE $TpRM PROFILE h —
850 I1 / r l I I
PROP. 4R" v
SEE STORM PROFILE 8 / PROPOS>_U 305 LF
845-- -CSF i%� ' RCP @ 1.07%
PROPOSES 134 I �
I OF 72" RCP 9 1.08%
840- i� �j EO 1�A U % _
PRO " r? p 4.6� - 1 �
EXISTING -I 'Gr I=Pnp- '48"835- TWIN oEE STQRM PROMLE G
CMP PIPES
830 - - - - - PR9PI 1 s3„
828 SEE STORM PROFILE E
I 1 1 1 1 I I 1 1
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
U)
W �=
0' ';O " nl . -' I'
u CO
Lr -NJ
0_ Or-r7C
I„ � 0 J C14 -q- c00
�tll
Oi e ®®Q 00 00
1- +QQ 0
I � F I
L Z Z L O O
� w 0- ,.
�i w 0 Q a % > % > >
J `/l
PROP. 4r
01 SEE STORM PROFILE I
�, _
i PROP. 54 '.11_rROP. 30 (STRUCTURE 12 6)
1 SEE STORM PROFILE tiEL S IORM PROFIT _ I
PROD. 30" 1 I
SLL JIURM FRUrILL U
I iY'
PROPC
I
OF 66pp
1i N z z a I i
I I I 1 1
4+50 5+00 5+50 6+00 6+50
STORM PROFILE A
I 1 1
7+00 7+50 8+00
w
0- N
N000�
D O
0- oO Lq
H 0 1n 00 CO 0i
MOo0i 0i o n
900 900 O'0000co P co
905 00°Gz >J 905
895 895> 0 > � '
N L L L L
900 900
890 890
895 J _ ; -895
885 885
890 890
O� O N N
V)0rr
880 880 p Qo6�r, 00 00 pp
885 ? w N + fD r r 885
O 000 =) =)
875 EXISTING GRADE 875 PROPOSED G RADE -` ;j - 00
880 1 Naf~0z z z -880
PROPOSED GRADE 'l `-'a- N-
870 �� 870
CN 875 „,.. „ -875
865- w 865 SEE STORM PF�OFIL
'04 04 N "" `L 870 870
I °R
860 „, ",�j
GJo - It CN \ ' n K) , 860 865 PROPOSED LF
F-
0
r� oi'n r, 00 00 ( 4 1 OF 30" RCP ® 0.50%
855 n J + LO 00 00 00 + � 00 � ? dy 855
G000zz� � 'v0 No±� 860- I -860
L . I
EXISTING GRAD=
o < > >> o_ n
850 ���;� � a �N�z z z 0Q� 850
"I",~-- 0_(nz 855 ; , 855
_ I ,
845 845 I i
850-, -� ' -850
840 840 SEE STORM All'�RORO
FILE 2N
PROFUSED ZR ! F
r \ PRUHUSLU 55 I 845- n OF 30" RCP ®7.98% -845
PROP. 15"OF 24 RCP ® 6.15% -835
SEE STORM PROFILE M 840 ���� PROP. 72" 840
830 Pkur. 12PROPOSED 14C LF 830 __ SEE STORM PROFIL:= A
828 SEE STORM PROFI4E A OF 24" RCP @ 3.17% 828 83..
I I T 1 1 I 5 I I 835
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 -0+50 0+00 0+50 1+00
STORM PROFILE B
STORM PROFILE C
wad
P
5�
r-
0.50;
L
NAIL: I I I I I I I
DEPTH/SIZE TO BE COQRDINATE
WITH UTILITY PROVIDER i I I
1 _ 850
-0
835
830
1 1 1 1 1 1 1 1328
8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
M
OPROFESSIONAL
900
Li r
w w
w
W
,� , _,_
O^.O
BY DATE DESCRIPTION
895
I
J ; m
�_
w
Uj
w
w
895
-
to c
1"Uj
(,n Ul
V)
! I
I I
' 1
890
Q
()O
,11 o e r;
FACILITY
�
IMPROVEMENTS
Z
� A
90
GRAPE
�J
zFz
-885
PROPOSED
AIRPORT (PTI)
�
885o�z
PLAN KEY:
V
ru
�f Q
m
z
��
LL_
-880
LU
^ N
880
2.. U) z z
z
1.-
U) 0
875
1 �
/
\ J rl r
04
��
\\
LU.)�.
i= �✓n000NU-) LO
I_ — s 00 00
DRAWING TITLE:
875
V' m
i ..
870
1 -
N
w
DRAWING NUMBER:
Q
870-
C 6
/ - o
o L`'oaa> >
870
865
IT
/ Fh
\`�
00
1n � � on
o CO`00
e�c"II Z?
0_Unz
865
o CIO -.1- a0 ao
860
, . .
860
0 > > \'
EXISTING GRADE
860
I
855
1 _ 850
-0
835
830
1 1 1 1 1 1 1 1328
8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
M
STORM PROFILE D
50 0 25 50 100
I I I I
1 inch = 50 ft.
10 0 5 10 20
I I I I
1 inch = 10 ft.
HORIZONTAL VERTICAL
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_STORM SEWER PROFILES.dwg
3
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
z
OPROFESSIONAL
I-
SEAL
895
W
,� , _,_
BY DATE DESCRIPTION
895
J ; m
�_
Z
O
r ^ �
O
U
oC
890
Il u LN
04
�.
LV
C)
890
,11 o e r;
FACILITY
1
IMPROVEMENTS
Z
� A
90
GRAPE
p
PIEDMONT TRIAD
it
PROPOSED
AIRPORT (PTI)
Z
885o�z
PLAN KEY:
V
ru
885
z
��
Uj
LU
^ N
880
2.. U) z z
z
U) 0
880
1 �
/
\ J rl r
04
��
/1
[ d
i= �✓n000NU-) LO
I_ — s 00 00
DRAWING TITLE:
875
i ..
STORM SEWER
1 -
875
w
DRAWING NUMBER:
Q
870-
C 6
/ - o
o L`'oaa> >
870
IT
/ Fh
\`�
00
1n � � on
o CO`00
e�c"II Z?
865
o CIO -.1- a0 ao
865
, . .
860
0 > > \'
EXISTING GRADE
860
855
PROP.
855
24"
\
SEE STORK PROFILE F
850
uWII.11Y4Y.11
j
850
\N1__1
845
(
N, "I
I- Pr�LrU6r_L) I y5 LF
845
I
1
OF 48 RQP ® 0.82
N,"-- PROP. 42"
840
` -)Er-
J I umm PRul-ILE u
840
\�
"PROPOSED
86 LF
835
nF
48" RCP ® 1.37%
835
SCC STORM PROFILE A
830
830
828
I
1 I I
I I
1
828
-0+50
0+00
0+50 1+00 1+50
2+00 2+50
3+00
3+50
STORM PROFILE D
50 0 25 50 100
I I I I
1 inch = 50 ft.
10 0 5 10 20
I I I I
1 inch = 10 ft.
HORIZONTAL VERTICAL
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_STORM SEWER PROFILES.dwg
3
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
z
OPROFESSIONAL
I-
SEAL
U
REV. RECORD:
BY DATE DESCRIPTION
U)
Z
O
U
oC
O
-2 LL
LV
C)
PROJECT NAME: \
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
Z
- O
PLAN KEY:
V
z
LU
O
LL
1 �
Q
DRAWING TITLE:
STORM SEWER
PROFILES
0
DRAWING NUMBER:
Q
c�
C 6
PLOT DATE: 11/13/2015

3
2-
1
900
895
890
885
880
8717
870
865
860
855
850
845
840
835
830
828
-0+50
I
I-–
U) -0 �` rN
E-1^nCIOcoCT
> > >
W N _ z z a
r EXIS FING '_37RA1
i
i
i
00
00
J
rr v
1 J Li ,
(/ n N LO
L x
% (0 00
19
-
e
j i
LO 0
�
�l! /
I�
W N 00
%
J
- ;kDO `JS -D GRA)E
G;CPCSE] 201 LF
\ Cir 18' F%: P C 5.60'7
TROP ASID 01 Lr
'7F 1 E)" RC' 9 ?.2Q°'
P-RODCSED ?.8' IF
PROP. 72" 01- ' 8" RCP @ 5,9A%
SEE STORM PHOFIL= A
Pi 09. 24»
EEE STORM PROFILE 8
I I
0+00 0+50 1+00 1+50 2+00 2+50
w
r
D LO
`x
905 _�_ N c 905 905
� � - ^
LL
00
3+00 3+50 4+00
STORM PROFILE E
�' ` Or `rl O lel CO W
900 N u0 N 4-.0 0 900 900 Qf
JM — `0- 4N 070 00�
895 ' w� o ► o 00 o Z 895 895- o' r � Q
6 �WQa»» rJCi
890 ��,��V �z cz 890 890- ' J �o� (N 4- �� JI
IL �Jl U I J
OD C
ry C)
885 « �'" 885 885-'�o�; .• - > > noc�^.
PROPOSED GRACE c� wS Q F'�INU`.tU V'AJL to
N 01 i s �� Of F_ (_1 L L L Z Z Z ��� �U
880 880 880 - - - - - - -
C-4 00 oo oo
875 111 Poo Z Z o �� -875 875 __
U) I____N Y
cy- c� `� a z z > PROP. 4?' \
IL c` ,- f RGA. 4� �\ r
j L.L.U) I- _ _ SEE STORM PROFILE I I'll�E STOF.M P�O-1Lk I
870- D r' 870 870 '
�
z� I
V�
865 w t LO
00 -865 865
PROF v
C> I z j SEE STORM PROFILE L
860- o < / 860 860
a PF OP. 54-
4+50
SEE STDR,A DUFILE L
855 i -855 855-
PRM. 12" )F 24 RCP @ 10 289
SEE STORM PROCILL
850 850 850 EXISTING GRADE
PROFO$ED 61 LF ` EXIS ING GRADE
OF 36" RCF @ 0.16% \`
845- » �_ „ 845 845 ` �_
ROP. 15 'ROP. 7Z PROP. iL
SEE STORI4 I''ROFILE 0 SEE STORM PROFILE A — SEE STORM PROFILE A
840 - FkUNUbtu /u LF- J j OF 30° RCP @ 0.50% PROP. 24" PROP. 66" 840 840 PROP. 66"
SEE STORM PROFILE H SEE STORM P OFILE A SEE STORM PROFILE A
835 I I 835 835 I I
-0+50 0+00 0+50 1+00 1+50 2+00 -0-50 0+00 0+50 1+00
STORM PROFILE G
1+50 2+00
STORM PROFILE H
5+00
L
900
905
OPROFESSIONAL
I—
SEAL
900
REV. RECORD:
900
895
U)
895
O
895
890
rr
O
890
900
890
885
HAECO
FACILITY
~
O
IMPROVEMENTS
88
_ u
Li " -
885
880
PIEDMONT TRIAD
895
895
C U" ��;��
AIRPORT (PTI)
880
•G
J q e
880
875
\ ��
u`�1 ON q- (0 0 ,4-
1. r
n' LL
F- IU) cNt� U-)
-
875
w
0)00 M
tL Q 0 u
875
U
2
890<
870
r
� '�
000
0 O
I`
LL
870?
!
���Li o,
870
865
nt-Ol�
Lr) 00
v
I�..�a_ V) F_ -
LLr 0_ L L<< O O
S (0 cc 0(i
865
�� n
n
865
_
860
G cQ`_>>� »>
o4-
I - PROFO�EC GRADE
PROFILES
�I,'
0
DRAWING NUMBER:
Q
860
C 7
/
-860
of
,.I
/ ;•
-�Za-
855
880
` N J \ E:{ISTING GRACE
2-��_ ?
?
855
r12-
-855
850
--
850
875
_ -DROF G$»
850
845
c �TORH f51ROFI
_E D
y F ROPOSED 97 LF
845
845
840
�r 4) RCP 19
840
840
835
- DRDPOSD 56 !-F
865
835
3F 24" RGP @ 6.i37%
-835
830
828
830
1)F 2-" RCP @ 4.CJ0:;
930
5+50 6+00 6+50
-0+50
0+00
0+50 1+00 1+50
STORM PROFILE F
905
905
OPROFESSIONAL
I—
SEAL
U
REV. RECORD:
w
U)
Of
O
U
rr
O
-2
900
900
w
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
_ u
O
p
PIEDMONT TRIAD
895
895
C U" ��;��
AIRPORT (PTI)
z
•G
- O
PLAN KEY:
V
\ ��
u`�1 ON q- (0 0 ,4-
1. r
-
J C0 00 ()0 OC.,,
U
890
890<
� F- LLi ,J oCi
r
Lr_v
I`
LL
a_�n�i` - ��
niN�l r r<
i 1��J v
nt-Ol�
Lr) 00
LLr 0_ L L<< O O
S (0 cc 0(i
N c0
n
885
885
G cQ`_>>� »>
;a�q ., ..,�tj
PROFILES
�I,'
0
DRAWING NUMBER:
Q
c�
C 7
of
>
GfI�O �j 3
-�Za-
880
880
-
2-��_ ?
?
FNI _
r12-
875
875
\ �— F'K�NUSLU GKA E
870
870
y F ROPOSED 97 LF
--
�r 4) RCP 19
1
865
865
-
1- NUF-JJ_U 1:) 4 1 F
1)F 2-" RCP @ 4.CJ0:;
- Pc'OPO:,rC> 136 LF
860
860
3EE S
FORM PRC "(w= J
855
855
P R C71D.
1.27 �1iI FRC3P. 5a-"
EXISTING GRADE
SEE STORM PRC:-ILE G SLE S"401ZM PPOFII F 1-
850 850
845 845 -
PRCP. 24" \� Pkuk-. /Z'
SEE STORM PROFILE H — SkE STORM PROFILE F
840 840 PROP. 60"
SEE STORM PROFILE A
835 835
2+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50
STORM PROFILE
3+00 3+50 4+00
905
900
895
890
885
880
875
870
865
860
855
850
845
840
835
4+50
50 0 25 50 100 10 0 5 10 20
I I I I I I I I I
1 inch = 50 ft. 1 inch = 10 ft.
I B I HORIZONTAL VERTICAL
A C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_STORM SEWER PROFILES.dwg
3
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
z
OPROFESSIONAL
I—
SEAL
U
REV. RECORD:
BY DATE DESCRIPTION
U)
z
O
U
rr
O
-2
LV
C)
PROJECT NAME: N
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
z
- O
PLAN KEY:
V
z
LU
O
LL
1 �
Q
DRAWING TITLE:
STORM SEWER
PROFILES
0
DRAWING NUMBER:
Q
c�
C 7
PLOT DATE: 11/13/2015

3
2-
1
A i C
91C 310 910 910
905 905 905 905
900 ,,, 900 900 r,j 900
(01 r r r T
..LU
895— LE ^^ � �-'' 9 00 —895 895LE 6f— -'�^=� —895
CN n
890 F` o r i—` w vy v, v I I I I i i` 04 890 890 F` � G, U �-i 890
cnO'00.6
�r, , G���00 O0o �OCSV0) as PROPOSED GRADE V)`�°0) �C-0) o M 9�?00
885 O(000 0o I wcfl�0o 00 ,_ L }(000 6 (0 LjO(o0000 coo ; 0)(D
i .. .. s �±a, .. .. �K,UU •• LoOu 885 885— �,;r,Cv .. .. ±W� 885
n
n
CL
PROPOSED GRAOF o f- L �� 4; Q a> Q > S PROPOSED (�RADF Q
880— a -U) z aF--- _ % 1 acnF-_ _ —I acyl _ 880 880— acnF-__ acnF- 880
875-- 1 j 1 I I I I �
B75 87� 1 1 1 1 j 1 1 1 1 j 875
�lC NORM f RaFILE I
870- � c � � is � � � I 870 870 �.� ,.." 870
»>
PROP. 30 I j l \
�,: c ► P-ROPOS�D 1 g� LF
SEE STORM PROFILE ! 865
PROPOSED 161 LI , M I �- NROP05tu -Ili/ 1 - � �)F 18"" RCP 6 0.93%
865 �� �0" RCP b 2.3�% ` �'r;��_�I'USED 173 LF' O 18" CP 0.5p� 865 86.. PROP. 24" 1 j
Ppnp 24d" I I I I I \1— ()F JaII F<UH C91 U.SU7 � I ( )RM PRri I I
860- SEE ST RM PROFILE I PROP. 860 860 860
SEE STOORR M PROFILE I, I _ I
i EXISTING GRADE I i� N —
855 i Ai -855 85E 855
850 — 850 850 ! /� EXISTING G AGE 850
845-- — 845 845— — —; — - 345
PROP. 66" (t�I KUU I Utr L i n c I I�
> > I i 73EE STORM PROFILE A
T I
840 1 1 840 840 840
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50
STORM PROFILE J STORM PROFILE K
STORM PROFILE L
900
900
895
I
895
890
REV. RECORD:
890
885-
1 1 1 1 1-885
880-
I
PROPOSED GRADE 1
880
Lv ^
875
; 875
�" 00
I-
000
870-
°;
870
—2 LL
U
PROJECT NAME: \
W N
HAECO
865-
Un O . d- /
v� O
D N
IMPROVEMENTS
r
OWNER OR CLIENT:
860
� U �M
C u, q1 � 'ro
1 �0, i
PIEDMONT TRIAD
910
EXISTING GRADE
855—
0 1`0000
0 1 000 Gioc00000
nrIn PC
IJv,w
910
_
J
V
A6
z
850—
�`n~z Uf� -> y
—850
0- F- :K z
G
905Q
845—
�I
" c
905
840-
PROP. 24"
>;
� n � L L L
900
PROF ILE B
835-
— rKUP '/4"
n
900
STORM
PROFILE B
Q
PROPOSED 25E1
I ^
LJ00
830
;)l- 15" KuFj Ura U.nu%
830
821
I 1
828
-0+50 0+00 0+50
895
�J ��' .';
4
�o�N.,
r
#
DRAWING NUMBER:
.� 00
895
c�
I�
`(0 ��N
PLOT DATE: 11/13/2015
Of�
IS .4
CP u,�,r;1
�`890-
890
�-O od Oto
,
00
r�l-an
885
)ul��
TjOO J
C)
885
d
PROPOSED GRADE 0 Q CL
_
D a o- >>
�<a-> > J L
/�I �F-O _
`n
NOS Z Z
880
880
_
875
875
-- PROF'. �2»
SEE S I -ORM PROF 1LF
-
-1870
,
870
865
865
860
.... ...............-1V
860
r...,,„
,yam
►
�....,,.,...n.�. .,., ....,...,,
-
PROPOSED 33U IF
-
EU S'� I
GROPOSn I -
I �
855
� �r
F 54" .P C9 U.4wlo
I I I I (UF 42i" RCP C�? 0.4p%
4
� `�
855
PRCP. 12..
/ -
SEE STORM PRCi ILE u
f ROP. 18'' EX.
48'
850
•��
5'F�
SIUKM Nh;U1-ILE k �
850
/
f ROPOSED 42 LF
845-
�� SEED STORM PROFILE
IN,
A ��
OF 48" RCP @ 0.40
-845
�
PROP. 24" J
PROP
SEE STORM PROFI. _E H
— SEE STORM PROFII,t
A r
840
I 1 I
I I I I I
I I I I
I I I I
B40
-0+50
0+00 0+50 1+00
1+50 2+00 2+50 3+00 3+50
4+00 4+50 5+00 5+50
6+00 6+50 7+00 7+50
8+00
STORM PROFILE L
900
900
895
I
895
890
REV. RECORD:
890
885-
1 1 1 1 1-885
880-
I
PROPOSED GRADE 1
880
��
875
; 875
i,
870-
°;
870
—2 LL
LV
C)
PROJECT NAME: \
W N
HAECO
865-
Un O . d- /
-865
IMPROVEMENTS
r
OWNER OR CLIENT:
860
� U �M
C u, q1 � 'ro
860
PIEDMONT TRIAD
N d1 F- O CO t0 ,
o+ 00 N O n r P
EXISTING GRADE
855—
0 1`0000
0 1 000 Gioc00000
855
_
J
V
A6
z
850—
�`n~z Uf� -> y
—850
0- F- :K z
G
845—
�I
-845
840-
PROP. 24"
-840
SEE STORM
PROF ILE B
835-
— rKUP '/4"
835
STORM
PROFILE B
Q
PROPOSED 25E1
830
;)l- 15" KuFj Ura U.nu%
830
821
I 1
828
-0+50 0+00 0+50
1+00
STORM PROFILE M
50 0 25 50 100 10 0 5 10 20
I I I I I I I I
1 inch = 50 ft. 1 inch = 10 ft.
I B I HORIZONTAL VERTICAL
A C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_STORM SEWER PROFILES.dwg
3
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
_z
OPROFESSIONAL
I-
SEAL
U
REV. RECORD:
BY DATE DESCRIPTION
U)
z
O
U
rr
O
—2 LL
LV
C)
PROJECT NAME: \
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
AIRPORT (PTI)
z
— O
PLAN KEY:
V
z
G
LU
O
LL
1 �
Q
DRAWING TITLE:
STORM SEWER
PROFILES
0
DRAWING NUMBER:
Q
c�
C8
PLOT DATE: 11/13/2015

K
2-
1
900 1 1 1 1 1 1 1 1 rn
905- 905 -
W
895-
900 900 0 v
rn
_ � 89 0 - 00 � 0, o oo
N O O O
895 a' �, 895
w � ��o or7o� °°
O CO
0 885 - 0 o- o± CO z D
890- ��r7 O - o m 890 0, C, N o Q c- > PROPOSED GRADE
Lo �O
�N�oMo (p o`no 00 880- oo�- - CO �c~i>�z z
885- cw„+r\ 885 w0coco 0o
a o 00 z z z o PROPOSED GRADE 875- o o 00 z z o
880- t►Q-oz z z z 880 ��o> > > -
0- C/) — — — — N — z Z Z
- 870- ................................:.:................. .................. ......
�...
-amu_
- ..,--.... I...... - 1
875 - \ D - 875 L
\ F- PROPOSE
865- OF 15" f
C-
870-870F#ROP. 2&" �
I
SEE STORM FRCFIL.E C o 860-
865- w+ 865 PR(,OPOSED 113 LF -- ---
o Q 855- �1 OF 15' RCP ©15.F1N
860- \ a v 860 -
-
850-
855- -855 PRC P. 18" EXISTING GRADE
SEE STORM PRCFILE G PROP. 72" (STRUCTURE 5-4)
EXISTING GRADE
-�, 1`L � 845- SEE STORM PROFILE A
850 - 850
PROP. 12
- " ------------
SEE STORM P-RCFIL,E
_
845- � � � -845 840 -
�- PROPOSED 10` LF
840- �I� Or 18" ROP 840% 835 -
PROP. 72"
SEE STORM PROFILE A 830-
835 835 828
I I I 1 1
-0+50 0+00 0+50 1+00 1+50 -0+50 0+00 0+50
STORM PROFILE N
915- 915
910 910
905 905
900- Lo 00 900
w w -1
895 00 � °° 895
U _I
u co00
U
D O O
890- � o CO Lo (D P- Lo � 890
0006 - 0 (n 1, 01,
no O u7 r\ �j M co
w 0 1- 00 00 O u7 r`
885-
Cf)
z ui
00 CO� 885
o_ - 0 n_ o
afro» > 0 >
880- z z z aI— o
a_cn�_ _ _ a_ cn�z 880
875- \\ 875
.... �................I - PROPOSED GRADE
870- \ +1 1 870
I
\ PROPOSED 56 LF 'Et
865- OF 18" RCP @ 0.50% 865
860- 860
EXISTING GRADE
iii PROP. 18"
855- \ 855
SEE STORM PROFILE R
850- \" PROP. 18" 850
SEE STORM PROFILE R
845 I 1 1 845
-0+50 0+00 0+50 1+00 1+50
STORM PROFILE P
915-
910-
905-
900
895-
890-
885
880-
875
80
875
870-
I
1+00
—
-
910
00
00 N
905
SEAL
U
REV. RECORD:
d- d- �
*
900
0o
.d-00 00 0
00 00
z
895
0
w0 >> >
n z z z
890
O
r7
LU
U)
885
aw C-4
HAECO
FACILITY
~
O
IMPROVEMENTS
D
880
O
o�to
PIEDMONT TRIAD
v~irnd-
INTERNATIONAL
� 0 0o
AIRPORT (PTI)
Lli N ..
875
Ln
PLAN KEY:
0000
o_ 0
870
w�o>
wU)�z
w
w - �.
0-
rr
F- 00 00 %F-
`.
� 00
� O
1 �
la�
a_ O0
00 LO
E-- r`
(n O r70
L 00
en Ln 0 1-
0�V�
w O 1� 00 00
Q�M00
w u7 �
cn+r-
� cn+rte
STORM SEWER
0000 i:)
z z
U000�
a_ 0
a- o
DRAWING NUMBER:
woo» >
IrIQ-o>
Z z
wV)1Z
wU)�z
-\.....................................I
.li
.................................
\
- _.
\ PROPOSED
56 LF
865-
860-
855 -
850 -
845
-0-50
o
D
r !� in o
D o
N
\� O O
Qf LljN H O O N N
J cn r7 r- N 00 00
r`
I— w 00
a_ W (n +
N pod OOz 0 0
a_
0N0 <wo»>
LL- .. a_ V) F- z z z
N
W
U
D
Of
0
w
V)
0
a_
0
w
a -
i
L
I I I I I I I I I I I 1 1
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
STORM PROFILE 0
915 915 - 915 910----
-910
910 910- 910 905-
- 905 905-77# 905 900----
-900
900 900 � 0 900 895-
w - '
w 00 w w w !�
i_ 00 d w 00 00
895 895- 0 -�00 " � 00 00 � 00 00 .� .� 895 890-
D - O
00
I— O N N 00 L O
C4 04
890 890--- c"o�N 00 i c~n�P0"' °° v~i�0Lq "-' � c~nNo�i 890 885-
0 O 00 00 00 00 r7 00 � r) 00
O O ao LLj 04 CC � I� � 00 00 � O r` H
-885 885- 00 * ** z o ?±00z z o oNOoz z o 0M0o0 885 880-
» -- --
�I-oz z z �Qa> > >' 0Q�> > > 0aw>
a- V) F- _ _ I— 0- w F- 0 of I- o
880 880-# _-_ icnl-z z z wN�z z z acne -z 880 875-
875 875- \ PROPOSED GRADE 875 870 -
PROPOSED GRADE
870 870 - T _ ' - 870 865
EXISTING RADE
PROP. 18"
SEE STORM PROFILE P
\
— 865 865- PROP. 43" 865 860-
OF 18 RC' @ 0.50% � SEE STORM PROFILE L � PROP. 48"
- I SEE STORM PROFILE L
PROP. 48 --- -860 855-
_
- 860 860 - - SEE STORM PROFILE L
................................................ - .................. PROP 4 8 -
� EXISTIN 3 GR NDE 11 1 SEE STORM PROF LE D
? .................._...._..................' L........................................................._ -855 850 -
IJ
i
855 855- �.�........,\.....................................
PROP. 18" - -PROPOSED 94 LF PROP. 48" -
SEE STORM PROFILER � - � OF 18" RCP ®0.50% SEE STORM PROFILE D
850 850 - PROPOSE) 2. L. 850 845-
PROP.
45 -
L PROPOSED 149 LF
PROP. 18" 0- 18" RCP Ca? 0.50% OF 18" RCP ® 0.50%
SEE STORM PROFILE R
I 1 1 845 845 I 1 1 1 I 1 1 1 1 I 845 840
0+00 0+50 1+001+25 -0-25D+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+004+25 -0+50
STORM PROFILE Q
STORM PROFILE R
N
w
D
U
D
0
0
w
W
0
o_
0
o-
a_
900
895
890
885
880
875
%10
865
860
-855
-850
845
-835
-830
828
8+50
I
0+00
865
-860
-855
JL
22
850
-845
PROP )SED 25 LF
OF 4' " RCP @ 0.40%
f 840
0+50
STROM PROFILE S
50 0 25 50 100 10 0 5 10 20
I I I I I I I I I
1 inch = 50 ft. 1 inch = 10 ft.
HORIZONTAL VERTICAL
A I E3 I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125-C-SHT-STORM SEWER PROFILES.dwg
3
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
_z
910
00
00 N
905
SEAL
U
REV. RECORD:
d- d- �
*
900
0o
.d-00 00 0
00 00
z
895
0
w0 >> >
n z z z
890
O
r7
LU
U)
885
aw C-4
HAECO
FACILITY
~
O
IMPROVEMENTS
D
880
O
o�to
PIEDMONT TRIAD
v~irnd-
INTERNATIONAL
� 0 0o
AIRPORT (PTI)
Lli N ..
875
Ln
PLAN KEY:
0000
o_ 0
870
w�o>
wU)�z
I
0+00
865
-860
-855
JL
22
850
-845
PROP )SED 25 LF
OF 4' " RCP @ 0.40%
f 840
0+50
STROM PROFILE S
50 0 25 50 100 10 0 5 10 20
I I I I I I I I I
1 inch = 50 ft. 1 inch = 10 ft.
HORIZONTAL VERTICAL
A I E3 I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125-C-SHT-STORM SEWER PROFILES.dwg
3
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
_z
OPROFESSIONAL
SEAL
U
REV. RECORD:
BY DATE DESCRIPTION
z
O
U
rr
O
-2 LL
LU
U)
'PROJECT NAME: \
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
J
AIRPORT (PTI)
z
- O
PLAN KEY:
V
z
LU
0-
rr
O
LL
1 �
Q
I�
DRAWING TITLE:
STORM SEWER
PROFILES
0
DRAWING NUMBER:
Q
C9
PLOT DATE: 11/13/2015

3
2-
1
W
SEE NOTE 6 SEE NOTE 6
SEE NOTE 1 SEE
CONCRETE SLAB NOTE 1 CONCRETE SLAB
DOWNSTREAM 4000 PSI 4000 PSI
1
w.'
�~ :•.' :.'4 : k. O •4!.. �.::. O SLAB BOTTOM
. ELEVATION
C K J #5 REBARS ®6" O
'•-.. CONCRETE O.0 EACH WAY
:• .
`4000 PSI 4. • -
GREENSTREAK: HYDROTITE DSS s.-•
PE BONDED TO PIPE WITH
LIBBER ADHESIVE f'
f• `'f SEE NOTE 2
;, .. • CONCRETE / — \
n 4000 PSI /
F
ENSURE WATERTIGHT RCP OUTFALL ` ! J
CONNECTION BETWEEN
:µ•'. e RCP OUTFALL AND RCP OUTFALL �/ �d' t•
GROUT
RISER STIR. WALL e
GROUT
"DUMBELL" TYPE .. `�. .,.. .:�: L% ' ' : '�'.`y`' • '� I
PVC WATERSTOP
H IN KEYWAY TYP. "P
0 0
•. •; CDHeFtET;E ;.
DO.'PSF
•y` ..4g0O P81 t . ! .:�.. e • a •'a ` 1. :. - r
Y
OUTFALL PIPE TO BE:
MODIFIED BELL & SPIGOT X11 r
O ASTM C76 (LATEST) ` /
CLASS III — RCP
w/CONFINED "0" RING RUBBER
RISER INLET STIR. - SECTION B -B GASKET JOINT MEETING ASTM RISER INLET STIR. - SECTION A -A
C — 443 LATEST AND JOINT OF
ASTM C — 361 LATEST
NO SCALE THROUGHOUT ENTIRE LENGTH NO SCALE
UNLESS SPECIFICALLY STATED
OTHERWISE ON PLANS
TSIDE DIAMETER
CIRCULAR RCP
MAXIMUM SLOPE BASED
ON OSHA STANDARDS
OUTSIDE DIAMETER
COMPACTED APPROVED I—I
— EXCAVATED MATERIAL OR -III;
SELECT MATERIAL (NCDOT _ VARIES
CLASS III, TYPE 2)
PLACE PIPE ON SUITABLE ELLIPTICAL RCP
_ EXISTING MATERIAL OR
FOUNDATION CONDITIONING
MATERIAL PER NCDOT STANDARDS
(SEE NOTES FOR SELECT
MATERIAL CLASS) AND/OR AS
DIRECTED BY THE ENGINEER
N OTES:
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH
MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL. BACKFILLING OF
TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED
6". UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN
UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF
MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL
BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF
95% STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE
100% STANDARD PROCTOR.
3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
4. ALL BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT MATERIAL
(NCDOT CLASS III, TYPE 2). EXCAVATED MATERIAL THAT MEETS OR
EXCEEDS THAT STANDARD SHALL BE USED WHERE AVAILABLE. IN AREAS
OUTSIDE THE ROADWAY, BACKFILL SHALL CONSIST OF EXCAVATED MATERIAL.
5. STORM DRAIN PIPES OUTSIDE OF STREET R/W USE SELECT MATERIAL CLASS
III. STORM DRAIN PIPES INSIDE OF STREET R/W USE SELECT MATERIAL
CLASS VI.
2 PIPE BEDDING/TRENCHING DETAIL
C10
D NTS
0
POURED IN PLACE
DO NOT LESSEN DIMENSIONS
THIS STRUCTURE SUBJECT TO
FLOTATION FORCES
DIMENSION
DIMENSION VALUE
OPROFESSIONAL
A
848.50' MSL
SEAL
B
N/A
C
N/A
A
D: Orifice Ctr EL.
N/A*
W
E: Orifice Inv. EL.
N/A*
V-9"
F
4' – 8"
U
G
8 inches
H
1.25'
LB'
LV
C)
PROJECT NAME: \
1
6' – 0"
J: Weir Wall (1)
853.30' MSL
IMPROVEMENTS
K: Overflow (3)
853.30' MSL
O
L
854.80' MSL
PIEDMONT TRIAD
M
9 inches
J
TOTAL WEIR LENGTH
® ELEV. 853.30 18'
- O
PLAN KEY:
r
* NO ORIFICE PIPE
IN THIS STRUCTURE
NOTES:
1. DEWEY BROS. FLUSH MOUNT
MH COVER MH—RCR-15 &
MH RING MH—RCR-15.
2. DEWEY BROS. MANHOLE STEPS
MH—ST-5 @ 15" O.C. 1ST STEP
IS 2'-0" FROM TOP.
r , PRIMARY SPILLWAY RISER DETAIL
UC10
NTS
A A
O O
0 0
PLAN VIEW
LA _ .
SECTION A- A
III�1111
A'
1'-9
DOWNSTREAM
C
SEE NOTE 1
GRAVEL FILTER
OR FILTER FABRIC
CONCRETE RISER COVER
PLAN VIEW
NO SCALE
Ta
N OTES:
1. LA IS LENGTH OF RIPRAP APRON. THE APRON SHALL EXTEND TO TOE OF SLOPE.
2. THE DOWNSTREAM WIDTH (W) OF THE APRON IS EQUAL TO Do+La (MINIMUM TAILWATER)
3. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. IN A WELL DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION
6" ABOVE MAXIMUM TAILWATER DEPTH OR TO TOP OF BANK, WHICHEVER IS LESS.
5. DIMENSIONS AS REQUIRED BY ENGINEER, OR AS TABULATED BELOW.
6. Ta = 1.5 x MAX. STONE DIA.; MAX. STONE DIA. = 1.5 X d(50).
3 RIP -RAP PAD DETAIL
UC10
NTS
CAST COVER, COVER
SUPPORTS, AND RISER
WALLS AS ONE
STRUCTURE
L
CMH COVER
\ 8.. 8„
EMBOSS MH LID
"STORM SEWER"
WALL
D WL p 3)
(1
�o
1
\ i
\ \ / RCP OUTFALL
ISOMETRIC VIEW
NO SCALE
NOTES:
5. SHOWN WITH DEWEY BROS. FLUSH MOUNT MH COVER MH—RCR-15, FOR
USE WITH ALL YARD INLETS.
6. COVER TO BE 4000 PSI CONCRETE WITH # 5 REBAR 0 6" O.0 EACH WAY.
7. SEE ADJACENT STANDARD DETAIL FOR SECTIONS A—A AND B—B.
8. THOROUGHLY TAMP FOUNDATION SOILS PRIOR TO BASE SLAB INSTALLATION.
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_Details.dwg
3
C 1
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
z
OPROFESSIONAL
SEAL
U
REV. RECORD:
BY DATE DESCRIPTION
rr
W
z
O
U
rr
O
-2 LL
LV
C)
PROJECT NAME: \
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
J
AIRPORT (PTI)
z
- O
PLAN KEY:
V
z
rr
W
O_
rr
O
LL
1 �
Q
DRAWING TITLE:
DETAILS
0
DRAWING NUMBER:
Q
C10
0
a
PLOT DATE: 11/13/2015
� �

I<
2-
1 -
1
w
SEEDING. MULCHING. AND TOPSOIL NOTES:
1. ALL SOIL STABILIZATION MEASURES SHALL MEET THE REQUIREMENTS OF ITEMS
T- 901, T-905, AND T-908 OF THE SPECIFICATIONS. GROUNDCOVER SHALL
BE ESTABLISHED.
2. PRIOR TO SOIL STABILIZATION, AREAS SHALL BE CLEARED OF STONES OR
DEBRIS LARGER THAN 2 INCHES IN DIAMETER.
3. AREA TO BE SEEDED SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 5
INCHES. THE TOP 3 INCHES SHALL BE WORKED INTO A SATISFACTORY
SEEDBED BY DISCING, OR BY USE OF CULTIPACKERS, ROLLERS, DRAGS, OR
OTHER APPROPRIATE MEANS.
4. THE KINDS OF SEED AND THE RATES OF APPLICATION OF SEED SHALL BE AS
STATED BELOW. ALL RATES ARE IN POUNDS PER ACRE.
ALL AREAS EXCEPT STORMWATER MANAGEMENT PONDS:
PERMANENT SEEDING:
100# TALL FESCUE
10# KOBE LESPEDEZA
25# BAHIA GRASS
40# RYE GRAIN (JANUARY TO FEBRUARY APPLICATION)
TEMPORARY SEEDING:
TEMPORARY SEEDING FOR THE PROJECT SHALL MEET All REQUIREMENTS
PUBLISHED WITHIN THE CURRENT EDITION OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES, DIVISION OF
LAND RESOURCES, LAND QUALITY SECTION'S EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, TABLE 6.10A, TABLE 6.10B AND
TABLE 6.10C FOUND ON PAGE 6.10.4, PAGE 6.10.5 AND PAGE 6.10.6.
NOTE: WHERE NOTED ON PLANS, SERICEA LESPEDEZA SEED SHALL BE ADDED
TO THE SPECIFIED SEED MIXTURE AT A RATE OF THIRTY (30) POUNDS PER
ACRE. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THE ADDITION OF
SERICEA LESPEDEZA SEED.
SITE AREA DESCRIPTION
PERIMETER DIKES, SWALES, DITCHES AND
SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER
THAN 4:1
STORM WATER MANAGEMENT PONDS PERMANENT SEEDING:
(MAY TO SEPTEMBER APPLICATION:) (OCTOBER TO APRIL APPLICATION:)
75# TALL FESCUE 120# TALL FESCUE
25# BERMUDA GRASS 15# BERMUDA GRASS
25# BAHIA GRASS 10# BLUE GRASS
10# HARD FESCUE
THE KINDS OF GRASS, LEGUME, AND COVER -CROP SEED FURNISHED SHALL
BE THOSE STIPULATED ABOVE. SEED SHALL CONFORM TO THE
REQUIREMENTS OF FEDERAL SPECIFICATION JJJ-S-181.
SEED SHALL BE FURNISHED SEPARATELY OR IN MIXTURES IN STANDARD
CONTAINERS WITH THE SEED NAME, LOT NUMBER, NET WEIGHT, PERCENTAGES
OF PURITY AND OF GERMINATION AND HARD SEED, AND PERCENTAGE OF
MAXIMUM WEED SEED CONTENT CLEARLY MARKED FOR EACH KIND OF SEED.
THE CONTRACTOR SHALL FURNISH THE ENGINEER DUPLICATE SIGNED COPIES
OF A STATEMENT BY THE VENDOR CERTIFYING TESTING WITHIN SIX (6)
MONTHS OF DATE OF DELIVERY THIS STATEMENT SHALL INCLUDE: NAME AND
ADDRESS OF LABORATORY, DATE OF TEST, LOT NUMBER FOR EACH KIND OF
SEED, AND THE RESULTS OF TEST AS TO NAME, PERCENTAGES OF PURITY
AND OF GERMINATION. AND PERCENTAGE OF WEED CONTENT FOR EACH KIND
OF SEED
5. GROUND LIMESTONE SHALL BE APPLIED PRIOR TO APPLICATION OF FERTILIZER
OR SEED AND SHALL BE WORKED INTO TOP 3 INCHES OF SOIL.
6. FERTILIZER SHALL BE SPREAD UNIFORMLY OVER ALL AREAS TO BE SEEDED
AFTER LIMING IS COMPLETE.
7. GRASS SEED SHALL BE APPLIED AT THE RATE INDICATED ABOVE AND IN THE
SPECIFICATIONS, PROPERLY COVERED, AND COMPACTED WITH AN APPROVED
LAWN ROLLER.
8. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING. MULCH MUST MEET
THE REQUIREMENTS OF ITEM T-908.
9. STRAW MULCH SHALL BE SPREAD TO A UNIFORM THICKNESS AT THE RATE OF
2 - 3 TONS PER ACRE TO PROVIDE A LOOSE DEPTH OF NOT LESS THAN
GROUND COVER SCHEDULE
STABILIZATION TIME FRAME STABILIZATION TIME FRAME EXCEPTIONS
7 DAYS NONE
7 DAYS NONE
7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
14 DAYS NONE (EXCEPT FOR PERIMETERS AND HQW ZONES)
C-
Z
C
co
� n
(P 0 i
24" RCP ELEVA QED
INV. OUT: 855.10 `SHELF WITHIN`
STRUCTURE
CONCRETE WEIR
r
OPEN SPACE TO
OVERFLOW TO HIGH `
FLOW STORM SEWERLll� ES
,
0� C
STRUCTURE 20 - PLAN
1-1/2 INCHES NOR MORE THAN 3 INCHES.
10. MULCH SHALL BE HELD IN PLACE BY LIGHT DISCING, PINS, STAKES, WIRE
MESH, OR ASPHALT BINDER.
11, IF ASPHALT SPRAY METHOD IS USED, MULCHED SURFACES SHALL BE
SPRAYED UNIFORMLY AT A RATE OF APPROXIMATELY 8.0 GALLONS PER 1,000
SQUARE FEET.
12. IF ASPHALT MIX METHOD IS USED, THE MULCH SHALL BE APPLIED BY
BLOWING AND THE ASPHALT BINDER MATERIAL SHALL BE SPRAYED INTO THE
MULCH AS IT LEAVES THE BLOWER. BINDER SHALL BE UNIFORMLY APPLIED TO
THE MULCH AT THE RATE OF APPROXIMATELY 8.0 GALLONS PER 1,000
SQUARE FEET.
13. CONTRACTOR SHALL PROTECT SEEDED AND MULCHED AREAS AGAINST
TRAFFIC. SURFACES GULLIED OR DAMAGED SHALL BE REPAIRED, RESEEDED,
AND REMULCHED. CONTRACTOR SHALL MOW, WATER , AND OTHERWISE
MAINTAIN SEEDED AREAS IN A SATISFACTORY CONDITION UNTIL FINAL
INSPECTION AND ACCEPTANCE OF THE WORK.
, a
a 4,'. d'
CONCRETE SHELF:
48" RCP, 856.55'
INV. IN: 856.04
C24CPUT: 104
. a. 1.95' a a.
s 0.5'
�3.0'�
d
d
STRUCTURE 20 - SECTION C -C
1 SEEDING SCHEDULE
C11 NTS
N
U O_ O
or 3: H aO
z o
ui _jLdZ~
0 O
0
C) m > q .A
a Z e
`a
Ma
Of
30
INV. IN:
RP
• B� 21 �w� 30" RCP
/ HIGH Q TO
z/ OUTFALL,
Z INV. OUT: 872.210
fo
.d ..
q a a?
STRUCTURE 20 - PLAN
. a .
4 e
15" RCP,
a INV. IN: 872.21
CONCRETE WEIR:
872.90'
301' RCP, 30" RCP
INV. l�: 872.21 INV. IN: 872.21
I 4 I
a : (x.85'
.qa
a :.q. l
°'. 4
STRUCTURE 20 - SECTION B -B
2 FLOW SPLITTER STRUCTURE DETAILS
C11 C� NTS
o
\ \
N
�o00
SEAL
ww
REV. RECORD:
]
zm z
a
iw
Er
CL
U � -
���
(0 F
F-
�V)J
C'�
Ir
wi/wi�Q
2
-2 LL
w
U)
PROJECT NAME: \
C30"P, INV
Z14
a
FACILITY
ELEVATED
HELF WITHIN
A
M
STRUCTURE J \
testi -�0
////// ICON CRE /E WEIR
e' 'e
OPEN SPACE TO
3.0. OVERFLOW TO HIGH
°.d FLOW STORM SEWER
LINES
a V
q.
rl
vL
J
G
/ )o C 1
STRUCTURE 5 - PLAN
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_Details.dwg
3
C
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, INC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
_z
OPROFESSIONAL
SEAL
U
REV. RECORD:
a
r�
V
z
O
U
Ir
O
w
-2 LL
w
U)
PROJECT NAME: \
C30"P, INV
w51.68
FACILITY
~
O
IMPROVEMENTS
Z
Of
3.0'
p
PIEDMONT TRIAD
U
Z
J
z
CONCRETE SHELF:
I
V
'A
z
851.68
j
e
0.5'
r
a
O_
rr
O
LL
`J f/
. d
a
24" RCP, INV
Q
DRAWING TITLE:
IN: 848.00
DETAILS
STRUCTURE 5 -
SECTION
A -A
C1 1
STRUCTURE PIPE IN INVERT WQ
PIPE OUT
INVERT
WEIR ELEVATION
WEIR HEIGHT (ET)
WEIR LENGTH (ET)
5 852.41, 866.53
851.68
854.43
2.75
9
20 872.05
872.05
872.90
0.85
3.5
25 856.04
855.10
856.80
1.45
5.0
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_Details.dwg
3
C
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, INC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
_z
OPROFESSIONAL
SEAL
U
REV. RECORD:
BY DATE DESCRIPTION
r�
V
z
O
U
Ir
O
-2 LL
w
U)
PROJECT NAME: \
HAECO
FACILITY
~
O
IMPROVEMENTS
Z
OWNER OR CLIENT:
O
p
PIEDMONT TRIAD
INTERNATIONAL
J
AIRPORT (PTI)
z
- O
PLAN KEY:
V
z
LU
O_
rr
O
LL
`J f/
Q
DRAWING TITLE:
DETAILS
0
DRAWING NUMBER:
Q
C1 1
a
PLOT DATE: 11/13/2015
♦ �

I<
2-
1
A
TOP OF YARD INLET EL. 856.0'
STRUCTURE 39. SEE
SHEET C4 PROPOSED BERM
100—YR WSEL: 853.52 MULCH (APPROXIMATELY 2" THICK) :, .... :..;, •.:: EL 856.0'
100—YR WSEL: 853.50 TOP OF PLANTING MIX EL. 851.0' —
ELEV.:853.28 ELEV.:853.30 ?: CONCRETE RISER OUTLET
STRUCTURE, SEE DETAIL 1,
WATER QUALITY WSEL:853.28 4'-6" SHEET C10
`WATER QUALITY
VOLUME DEPTH MULCH (APPROXIMATELY
2" THICK)
EL 851.0' EL 853.0'
-III III I I
2' 5-8" :.: : ISI �I II II II II II
RCP PIPE OUTLET �(
l) PLANTING SOIL MIX
... (SEE NOTE)
6" PERFORATED
PVC PIPE
BOTTOM OF MEDIA _
EL. 849.0'
BOTTOM OF STONE
EL. 847.67'
PLANTING SOIL MIX NOTE:
THE SOIL MIXTURE FOR USE IN A HIGH FLOW RATE
BIORETENTION FACILITY SHALL CONTAIN 90% SAND AND 10%
FINES AND HAVE A PERMEABILITY (k) RATING FROM 8
INCH/HOUR TO 12 INCH/HOUR AS MEASURED IN THE FIELD.
PERMEABILITY TEST RESULTS MUST BE SUBMITTED TO THE
ENGINEER AND APPROVED PRIOR TO INSTALLATION OF
MATERIAL. THE SOIL SHOULD HAVE A pH BETWEEN 5.5 TO
6.5 AND THE CLAY CONTENT OF THE SOIL MIXTURE CANNOT
EXCEED 10%. SOIL MUST NOT BE INSTALLED UNTIL ALL OF
THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED
AND APPROVED BY THE INSPECTOR. SOIL MIXTURES SHALL
BE INSTALLED IN 8 TO 12 INCH LIFTS TO ENSURE
ADEQUATE FILTRATION.
NOTE:
1. TYPICAL SECTION APPLIES TO ALL UNDERDRAIN PIPE.
2. PIPE UNDERDRAINS SHALL OUTFALL INTO PROPOSED
STRUCTURE 39 AS SHOWN ON PLANS.
L4" THICK WASHED SAND
L12" THICK #57 STONE
WASHED
BIORETENTION SECTION
NOT TO SCALE
HIGH FLOW RATE BIORETENTION DETAIL
(D NTS
4" THICK WASHED SAND
TjF
G �xjsT TO
Rp��DiN�
Mqx 3• j
A
2'
r
4"
t
ZONE 2
90/10 MIX
NON— WOVEN FILTER FAB RIC
ENCLOSED STONE FILTER
6" PERFORATED —Z
PVC UNDERDRAIN
UNDERDRAIN DETAIL
NTS
WASHED STONE
(#57 OR #67)
i 1
\
5
1
�
1
1
5
N9410,1,
+ + ZONE 1— WELL DRAINING SANDY SOILS FROM
+ + + BORROW AREA ( SEE SPECIFICATIONS)
ZONE 2— HIGH FLOW RATE BIORETENTION
SOIL MEDIA (SEE SPECIFICATIONS)
3
01 N
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
919.782.0495 (t)
919.782.9672 (f)
www.wkdickson.com
WKD PROJ.: 20150125.00.RA
PROJ. ORIGIN DATE: NOV. 2015
P.M.: PDS
DRAWN BY: KCB/MRM
,_- - +++ _- �_�=ei.1.. + lI 1 4 4 1 4 1 111 1 1 1 1 1
1 1 1
++- ++ + + T ; —� + + �+� 2+ �� �_��.;- �- 111 y 1 1
+ r 1185854"++++++t T + 111`1111 1 4U 1 1 1 11 11 1 1 1 1 1 1 0
856 ++++ \+, ...+ l I 1 1 1 1 i 1 1 1 1 1 j 1 1 1 j I II L
L�
/
856
855
854
853
HIGH FLOW RATE BIORETENTION PLAN
1'P=20'
1 1 Il'1
OP. 195LF OF 48' RCPT I i 1 I I I I 111 111 1
�1 111,11i'+11 I I I 1 111 1 l 4 1 I 1
1 1 11 1 1 1 1 1 1 111 1 1� 1 11 I I �
�% 1111 1� 11111 111111111 Q
1 1 1 1 1 1 l DRAWING TITLE:
11 i � i � I 1 1111111111111111111
1 1 1 1 1 I 11 l 111111111111 DETAILS
0
20 i 20 40 DRAWING NUMBER:
1 inch = 20 ft. C12
I � `PLOT DATE: 11/13/2015
A I B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE PATH: J:\Projects\Piedmont Triad Airport Authority\2015012500RA - Aviation Tenant Site Development (Haeco)\CADD\WKD Plan Set\20150125_C_SHT_Detail_BMP.dwg