HomeMy WebLinkAboutSDP201700024 Plan - Other (not approved) 2017-04-12 (2)OWNER:
CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY
MELINDA CRAWFORD, EXECUTIVE DIRECTOR
ADDRESS:
100 BOWEN LOOP, SUITE 200
CHARLOTTESVILLE, VIRGINIA 22911
PHONE: y--
434-973-8342
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CHA LOTTESVILLE, VIRGINIA
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ALBOAA.HLE COUNTY REQUIREMENT: AN APPLICATION FOR MINOR
SITE PLAN AMENDMENT IS REQUIRED FOR THE AIRPORTS SITE PLAN
ON -FILE AT THE COUNTY. THE AMENDMENT WILL ADDRESS SITE
DEVELOPI,IENT PLAN SDP-2014-19.
BUILDING CODE DATA
APPLICABLE CODE: 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE
NO.
SPEC.
DESCRIPTION
UNIT
AS -BID
AS -BUILT
TOTAL
TOTAL
BASE BID
1
I PSP-1
PEDESTRIAN ACCESS RAMP AND CANOPY
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VICINITY MAP
SCALE: V=12 MILES (APPROXIMATELY)
SIGNATURE DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER / ZONING
ENGINEER
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
NO.
TITLE
1
COVER SHEET
2
GENERAL LAYOUT
�k m
FUTURE COVERED VA—[ W/,Vt LOCATION
3
MAINTENANCE OF TRAFFIC & PEDESTRIAN SIGNAGE PLAN
4
DEMOLITION PLAN
5
SITE & GEOMETRIC PLAN
6
GRADING & DRAINAGE PLAN
7
EROSION & SEDIMENT CONTROL NOTES & DETAILS
8
PAVEMENT DETAILSI
9
DRAINAGE DETAILS & BORING LOGS
10
ELECTRICAL DETAILS
11
RAMP PHOTOMETRIIC PLAN
12
STAIR PHOTOMETRIC PLAN
A101
ARCHITECTURAL DRAWING: RAMP PLAN
A201
ARCHITECTURAL DRAWING: ELEVATIONS
A301
ARCHITECTURAL DRAWING: SECTIONS
A401
ARCHITECTURAL DRAWING: RAMP REFLECTED PLAN CEILING
A501
ARCHITECTURAL DRAWING: RAMP ROOF PLAN
S101
ARCHITECTURAL DRAWING: FOUNDATION PLAN
S201
ARCHITECTURAL DRAWING: S i'RUCTURAL FRAMING PLAN
S301
ARCHITECTURAL DRAWING: STAIR CANOPY
S401
ARCHITECTURAL DRAWING: STAIR CANOPY
S501
ARCHITECTURAL DRAWING: STAIR CANOPY CEILING PLAN
E001
ARCHITECTURAL DRAWING: ELECTRICAL LEGEND, NOTES AND SCHEDULES
E002
ARCHITECTURAL DRAWING: ELECTRICAL SPECIFICATIONS
E101
ARCHITECTURAL DRAWING: ELECTRICAL SITE PLAN
E201
ARCHITECTURAL DRAWING: FIRST FLOOR PLAN RAMP - ELECTRICAL
E202
ARCHITECTURAL DRAWING: FIRST FLOOR PLAN STAIR - ELECTRICAL
REF #1
SDP-2014-0019: SHEET 1
REF #2
SDP-2014-0019: SHEET 4 OF 27
* INCLUDED FOR ALBEMARLE COUNTY ARB SUBMITTAL ONLY
SET NO.
DATE
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C I ISTOPH R R. J E R
Lic. No. 039401
�O� q_12-001-7
fONAL �1
Date APRIL 2017
Scale NONE
Drawn
NTM
Checked CRJ
Project No.
2215-1502A
Sheet No.
A
1
12
GENERAL NOTES
G1. THE CONTRACTOR SHALL MARK AND LIGHT THE AREAS OF
CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS. AT NO TIME SHALL PUBLIC SAFETY BE
COMPROMISED. THE CONTRACTORS EQUIPMENT AND
VEHICLES SHALL BE MARKED WITH COMPANY NAME.
G2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL
EXISTING UTILITIES AND FACILITIES FROM DAMAGE BY
EQUIPMENT OR PERSONNEL, THE CONTRACTOR SHALL
CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD
MARKING BEFORE BEGINNING WORK. THE LOCATION OF
EXISTING FACILITIES DEPICTED IN THESE PLANS ARE
APPROXIMATE AND ARE SOLELY BASED ON SURFACE
OBSERVATION.
G3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING
OF ANY EXISTING UTILITIES OR FIXTURES THAT ARE
DAMAGED BEFORE THE BEGINNING OF CONSTRUCTION.
G4. ANY UTILITIES OR FACILITIES DAMAGED DURING THIS PROJECT
BY THE CONTRACTOR'S MEN, EQUIPMENT OR
SUBCONTRACTORS SHALL BE IMMEDIATELY REPAIRED AT THE
CONTRACTOR'S EXPENSE. THE CONTRACTOR IS ADVISED
THAT HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE
SHOULD BE ANTICIPATED.
G5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS
STAGING AREA, PAVEMENT SHOULDERS, HAUL ROUTES, ETC.
SHALL BE RESTORED TO A SMOOTH LINE AND GRADE TO
ENSURE POSITIVE DRAINAGE. THE CONTRACTOR SHALL
MAINTAIN THE HAUL ROUTE FOR THE DURATION OF THE
PROJECT. THE CONTRACTOR SHALL KEEP ALL DIRT AND
DEBRIS OFF OF HARD SURFACES AT ALL TIMES. THE
CONTRACTOR SHOULD ANTICIPATE ROUTINE SWEEPING OF
ADJOINING PAVED AREAS.
G6. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED
AREAS AS PER THE PROJECT SPECIFICATION VA-603. THERE
WILL BE NO MEASUREMENT FOR WORK DONE OUTSIDE OF THE
PROJECT LIMITS.
G7. THE OWNER SHALL OBTAIN THE ALBEMARLE COUNTY BUILDING PERMIT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESEARCHING
AND OBTAINING ALL OTHER PERMITS, LICENSES AND BONDS, ETC.
REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES.
G8. AT NO TIME SHALL THE CONTRACTOR MEN EQUIPMENT, UIPMENT AND/OR
OR
SUBCONTRACTORS) GO INSIDE OF THE AIRCRAFT OPERATIONS
AREA.
G9. CONTRACTOR SHALL NOT IMPEDE THE FLOW OF TRAFFIC ON THE
AIRPORT ACCESS ROAD (BOWEN LOOP ROAD), EXCEPT DURING
POURING OF CONCRETE FOR ACCESS RAMP AND CRANE WORK
ASSOCIATED WITH CANOPIES. SEE MAINTENANCE OF TRAFFIC PLAN.
G10. EXCAVATING ADJACENT TO ROADWAY. SHORING WILL BE REQUIRED
DURING EXCAVATION ADJACENT TO THE LOOP ROAD. THE
CONTRACTOR SHALL SUBMIT A SHORING PLAN, IDENTIFYING MEANS
AND METHODS PROPOSED TO PERFORM THE REQUIRED WORK, TO
THE AIRPORT MANAGEMENT AND ENGINEER NO LATER THAN AT THE
PRE -CONSTRUCTION MEETING. A NOTICE TO PROCEED WILL NOT BE
ISSUED UNTIL THIS PLAN IS IDENTIFIED AND ACKNOWLEDGED BY THE
o AIRPORT MANAGEMENT AND ENGINEER.
z
0 G11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL
OF ALL WASTE MATERIAL FROM THE SITE. THIS SHALL INCLUDE,
oBUT NOT BE LIMITED TO, BROKEN CONCRETE, PACKAGING,
Ln ASPHALT, TRASH, ETC. THE CONTRACTOR SHALL COORDINATE
I THE NECESSARY RECEPTACLES FOR THE DISPOSAL OF DAILY
,n TRASH FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE
N FOR CLEAN UP OF THE SITE AFTER EACH DAYS WORK.
N
G12. THE CONTRACTORS EMPLOYEES SHALL PARK ONLY IN THE
AREA DESIGNATED BY THE ENGINEER/OWNER. AT THE END OF
EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL
EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED
CONTRACTOR'S STAGING AREA UNLESS OTHERWISE
REQUESTED BY THE CONTRACTOR AND APPROVED BY THE
ENGINEER.
G13. TOPOGRAPHIC SURVEY INFORMATION PREPARED BY:
LINCOLN SURVEYING
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VIRGINIA 22901
G14. GEOTECHNICAL INFORMATION PREPARED BY:
ECS MID -ATLANTIC, LLC.
4004 HUNDERSTAND COURT, SUITE 102
CHARLOTTESVILLE, VIRGINIA 22911
G15. HORIZONTAL CONTROL: VIRGINIA STATE PLANE SOUTH ZONE
NAD 83. VERTICAL CONTROL: NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
G16. THE CONTRACTOR IS RESPONSIBLE FOR THE STAKING OF
THE BASELINE AND ALL ITEMS NECESSARY TO CONSTRUCT
THE PROJECT. THE ENGINEER HAS PROVIDED THREE
BENCHMARKS FOR VERTICAL AND HORIZONTAL CONTROL.
CONTROL POINTS SHALL BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION. IF A DISCREPANCY IS FOUND THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
G17. THE OWNER RESERVES THE RIGHT TO CONTRACT AND
PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND
WITHIN THE WORK AREA COVERED BY THIS CONTRACT.
WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF
ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS/HER
WORK SO AS NOT T INTERFERE TH 0 I ERFER WITH H H OR DER 1N E
PROGRESS OR THE COMPLETION OF THE WORK BEING
COMPLETED BY THE OTHER CONTRACTORS. THE CONTRACTORS
WORKING ON THE SAME PROJECT SHALL COOPERATE WITH
EACH OTHER AS DIRECTED BY THE ENGINEER. ANY
ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH
COORDINATION WITH OTHER CONTRACTORS SHALL BE
INCIDENTAL TO THE PROJECT AND NO SEPARATE
MEASUREMENT OR PAYMENT WILL BE MADE. IT IS
ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN
INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS
PROJECT.
G18. ANY LISTED MANUFACTURERS EQUIPMENT SHALL MEAN
THAT LISTED ITEM OR AN APPROVED EQUIVALENT.
G19. IN THE EVENT THAT FUNDS ARE NOT AVAILABLE, THE OWNER
RESERVES THE RIGHT TO NOT AWARD THE CONTRACT.
SAFETY NOTES
THE PURPOSE OF THIS PLAN IS TO ESTABLISH REQUIREMENTS DIRECTLY
RELATED TO THE SAFETY OF AIRPORT PATRONS IN THE VICINITY OF
THE PROPOSED CONSTRUCTION AREA AND THE SAFETY OF THE
CONTRACTOR'S PERSONNEL. THESE REQUIREMENTS SHALL BE STRICTLY
FOLLOWED BY THE CONTRACTOR AND HIS SUBCONTRACTORS FOR THE
DURATION OF THIS PROJECT.
S1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL GIVE A
MINIMUM 72 HOURS WRITTEN NOTICE TO THE AIRPORT
MANAGEMENT AND PROJECT ENGINEER.
S2. THE CONTRACTOR SHALL COORDINATE INGRESS AND EGRESS
REQUIREMENTS WITH THE AIRPORT MANAGEMENT AND THE
PROJECT ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO
CONTROL ACCESS TO THE PROJECT SITE.
S3. ALL CONSTRUCTION VEHICLES INCLUDING PERSONAL VEHICLES,
MUST BE PARKED WITHIN IDENTIFIED STAGING AREAS UNLESS
OTHERWISE COORDINATED WITH AIRPORT MANAGEMENT AND ENGINEER.
ALL VEHICLES OPERATING ON AIRPORT PROPERTY SHALL BE
IDENTIFIED WITH COMPANY NAME.
S4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A
REPRESENTATIVE AND ALTERNATE TO CONTACT ON A 24 HOUR
BASIS. FOR EACH INDIVIDUAL, DAYTIME, NIGHTTIME AND/OR CELL
PHONE NUMBERS SHALL BE PROVIDED TO THE AIRPORT MANAGEMENT,
PUBLIC SAFETY PERSONNEL AND ENGINEER AT THE PRE -CONSTRUCTION
MEETING.
S5. ALL EQUIPMENT AND MATERIALS SHALL BE RETURNED TO THE STAGING
AREA AT THE END OF EACH DAYS WORK. STAGING AREA #1 SHALL.
BE AVAILABLE DURING RAMP CONSTRUCTION ONLY. STAGING AREAS #2
AND #3 SHALL BE AVAILABLE FOR THE STAIR CANOPY WORK ONLY..
PEDESTRIAN ACCESS TO THE STAIRS THROUGH STAGING AREAS #2 AND
#3 SHALL BE PROVIDED WHEN NO WORK IS OCCURRING. SEE PHASIING
NOTE P6.
S6. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRPORT PAVEMENTS
CLEAR OF ALL DEBRIS, STONE, DIRT, MUD, CONCRETE, ETC. DURING
CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL BE CLEANED OF
CONSTRUCTION DEBRIS AND SPILLAGE IMMEDIATELY. THE
CONTRACTOR SHALL VISUALLY INSPECT THE ACTIVE PAVEMENTS
AFTER EACH CROSSING BY VEHICLES THROUGHOUT THE DURATION
OF THE PROJECT.
S7. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF
LITTER, LOOSE PAPERS, DEBRIS, ETC. DAILY OR AS DIRECTED BY
AIRPORT MANAGEMENT OR THE ENGINEER. ALL DEBRIS SHALL BE
CLEANED UP AND PROPERLY DISPOSED OF PRIOR TO THE RELEASE
OF THE CONTRACTORS EMPLOYEES OR SUBCONTRACTORS.
S8. THE CONTRACTOR SHALL COORDINATE ALL ACCESS ROUTES TO
ALL CONSTRUCTION AREAS WITH THE ENGINEER AND AIRPORT
MANAGEMENT.
S9. INSPECTIONS WILL BE MADE BY THE AIRPORT DURING
THE PROJECT TO ENSURE THAT THE CONTRACTOR IS FOLLOWING
THE RECOMMENDED SAFETY PLAN PROCEDURES.
S10. IT IS THE CONTRACTORS RESPONSIBILITY TO PLACE AND
RELOCATE, AS NECESSARY, THE PROPER BARRICADES AND SAFETY
FENCING AS REQUIRED FOR THIS PROJECT. NO SEPARATE PAYMENT
WILL BE MADE FOR THIS WORK.
S11. ALL BARRICADES SHALL BE INSPECTED BY THE CONTRACTOR AT THE
END OF EACH WORK DAY AND SECURE PRIOR TO LEAVING SITE.
PHASING NOTES
CONTRACT TIME: 120 CALENDAR DAYS - RAMP & CANOPY
30 CALENDAR DAYS - STAIR CANOPIES
150 CALENDAR DAYS - (COMPLETE PROJECT)
LIQUIDATED DAMAGES IN THE AMOUNT OF t500.00 PER
CALENDAR DAY WILL BE ASSESSED AGAINST THE CONTRACTOR
FOR EVERY CALENDAR DAY THAT THE CONTRACT TIME PLUS
APPROVED EXTENSIONS IS EXCEEDED.
THE PHASING PLAN SHOWN IS A CONSERVATIVE APPROACH
TO THE SUCCESSFUL COMPLETION OF THE PROJECT BASED
ON THE CONTRACT TIME NOTED. THE AIRPORT IS TO REMAIN
OPEN FOR THE DURATION OF THE CONSTRUCTION. THE
CONTRACTOR SHALL BE REQUIRED TO WORK WITH THE AIRPORT
MANAGEMENT IN MAKING SURE THAT ACCESS TO THE AIRPORT
IS POSSIBLE AT ALL TIMES. THERE WILL BE NO SEPARATE PAY
ITEM FOR ACCESS COORDINATION. ANY COSTS ASSUMED FOR
COORDINATING ACCESS SHOULD BE INCLUDED IN THE COST
FOR MOBILIZATION. NO ADDITIONAL CALENDAR DAYS WILL BE
ADDED TO THE PROJECT FOR REVISED PHASING PLANS.
P1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL
GIVE A MINIMUM OF 72 HOURS WRITTEN NOTICE TO THE
AIRPORT MANAGEMENT AND PROJECT ENGINEER.
P2. THE CONTRACTOR SHALL SUBMIT A PRELIMINARY PROJECT
SCHEDULE IDENTIFYING MAJOR TASK ITEMS TO THE
ENGINEER AND AIRPORT MANAGEMENT AT THE
PRE -CONSTRUCTION MEETING. A FINAL PROJECT
SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR A
MINIMUM OF 72 HOURS PRIOR TO START OF
CONSTRUCTION OPERATIONS OR 30 DAYS AFTER
PRE -CONSTRUCTION MEETING, WHICHEVER IS LESS.
P3. THE CONTRACTOR SHALL VERIFY LOCATION AND
PLACEMENT OF ALL BARRICADES IN THE FIELD WITH THE
AIRPORT'S INSPECTOR. THE LOCATION OF THE
BARRICADES SHALL BE IN ACCORDANCE TO THE PROJECT
MAINTENANCE
OF TRAFFIC PLAN. THE CONDITION AND
LOCATION OF ALL BARRICADES SHALL BE CHECKED DAILY
BY THE CONTRACTOR. THE CONTRACTOR MAY BE ASKED
TO RELOCATE OR PLACE BARRICADES IN DIFFERENT
LOCATIONS IN ORDER TO IMPROVE AIRPORT OPERATIONS.
THIS SHALL BE DONE WITHOUT ADDITIONAL COST TO THE
OWNER.
P4, THE CONTRACTOR'S SUPERINTENDENT SHALL HAVE
REGULAR BI-WEEKLY MEETINGS WITH THE AIRPORT'S
INSPECTOR. THE PROJECT SCHEDULE SHALL BE REVIEWED
AT EACH MEETING, AS WELL AS WORK ANTICIPATED FOR
THE WEEK.
P5. THE CONTRACTOR SHALL FOLLOW ALL SAFETY PLAN
REQUIREMENTS AS STATED IN THE SAFETY PLAN NOTES.
NO DEVIATION WILL BE ALLOWED UNLESS OTHERWISE
COORDINATED WITH THE ENGINEER AND/OR AIRPORT'S
INSPECTOR.
P6. WORK ON THE RAMP AND THE STAIR CANOPIES MAY
OCCUR CONCURRENTLY. HOWEVER, WORK ON THE SOUTH
STAIR CANOPY AND NORTH STAIR CANOPY SHALL NOT
OCCUR CONCURRENTLY AS ONE OF THESE STEPS MUST
REMAIN OPEN FOR USE AT ALL TIMES. IF NO WORK IS
TAKING PLACE ON THE STAIR CANOPIES THEN THE
STAIRS SHALL BE OPEN FOR USE. THE CONTRACTOR
SHALL INCORPORATE THIS REQUIREMENT INTO THE
PROJECT SCHEDULE.
P7. INSTALLATION OF THE NEW HANDICAPPED CURB RAMP
SOUTHEAST OF THE ELEVATOR AND THE DRAINAGE PIPE
INSTALLATION ACROSS THE DRIVE AISLE SHALL BE AN
INITIAL, CONTINUOUS WORK ITEM THAT IS COMPLETED WITHN
TWO(2)WEEKS. THIS REQUIREMENT SHALL BE INCORPORATED
INTO THE PROJECT SCHEDULE. AS SOON AS THIS CONCRETE
HAS CURED AND PAVEMENT INSTALLED THE CURB RAMP
AND IMPACTED DRIVE AISLE SHALL BE OPENED FOR USE.
DEVIATIONS FROM THIS REQUIREMENT WILL REQLUIRE
APPROVAL OF THE AIRPORT'S INSPECTOR. STRI(CT
ADHERENCE TO THE MAINTENANCE OF TRAFFIC PLAN
(SHEET 3) IS REQUIRED.
COUNTY GENERAL CONSTRUCTION NOTES
C1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING
RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
C2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED.
C3. EROSION AND SILTATION CONTROL MEASURES SHALL BE
PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONSTRUCTION.
C4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
SEEDED AND MULCHED.
C5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL).
WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1
OR BETTER ARE TO BE ACHIEVED.
C6. PAVED, RIPRAP OR STABILIZATION MAT LINED DITCH MAY
BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
C7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE
L
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
C8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE' SHALL BE
REINFORCED CONCRETE PIPE -CLASS III.
C9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION
MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
LEGEND
AIRPORT PROPERTY LINE
-"-"""-"...... '-"""-"' AMVEST-WORRELL LEASE LIMITS
BM 1Q
_x __x
HAUL ROUTE
BENCH MARK
EXISTING FENCE
TRAFFIC DRUMS
CONTRACTOR STAGING AREA
BENCHMARK SCHEDULE
STATION OFFSET BASELINE NORTHING EASTING ELEVATIONS
BM1
10+00.00
O'L
"C"
3938727.1233
11497775.5681
604.23
BM2
14+00.00
O'L
"C"
3938356.5089
11497625.0856
604.48
BM3
18+00.00
O'L
"C',
3937985.8946
11497474.6030
604.95
100 0 100 200
1" = 100'
scale feet
O
z
�p,LTH
1
O �
o�
t5
)*
CH ISTOPH R R. J E F
Lic. No. 039401
l2-261-7 w
`�jpNAL
Date
APRIL 2017
Scale
Drawn
NTM
Checked
CRJ
Project No.
2215-1502A
Sheet No.
2
Of 12
I
I _ �3
p(� r
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t
i
SJ / 7 ( C 1
/,
_ ____._._ _ __ ._________.._ _..�::_____ZY
�__.___�'__,___ ________.__.
��O r1P r1r,#'I �� TEMP. CONSTRUCTION BOWEN LOOP �'��
Sp G ENE vAl Lr ?.a MOUNTED
�P. FENCE WITH OU
O �SSW
A CLOSED) -.. 3 [ SIGN (SIDEWALK O � F R99SG
Altl..T r
PSr
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p v y
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stc,( u_ (.atAE.r"z
LP va BASE 1 $ L' WISA�E # 1 'r L
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t
�'�la�'if�: � _.,.._.._._... � , , a : CSt� 4 r,".,.h E3S�d A._�Gz�i 1�Si ["� SSW__
I
LF � £ti..
� EASE � _ .__»_ ...._.,... _ � ........,� _. _._w _... _... � __._,.__. _. _..............__._"_ iF' �
i I X o ON)STR JCT ANI TREE
CONTI OR if
j I iIAI TAIN TEMP.(
S�AGI IG ARE . S E ' T L<�` LY ' 00' �1� r I
MOT NOT 9. $ A�" W Q i . E vT€3 a .,._. f ii,(...._ ` FENc LocaITloN
x ` WALL.)
ASPHALT STA 115+00 xr x x x -
a l�.
' F MOTON, 8 CATION .A„
' �' STA n+fw eASEI.t� "C sTA t8+0o MAINTAIN 22 MINIMUM S, A , VA s. STkt3+00
NO 'a-(�rs(1 WIDTH VEHICULAR DRIVE EA";f 'K)762 , '' 5 '
N�1#dii3 ;i%�379rSa.t3�345;a Eixa! 19�,�'i75,�:r.iad�v*.5 �� •
EAST 11497474.6030 # E , s604 8
AISLE ACCESS (TYP. I l S I 1,
_ _ } FENCE 0TH M i - ED
PE ESTRIA W YFI'NDING
Q N ! t
k
E / .._.._„_...
j SIGN Ifs CENTEOF
TEM . C NSTRUCT ON FENCELOCF�TION
CR�SS � ENWALK. SEE OT N TE 8.
� FENCE W�TH �IOUN�'ED
;� .... i w......" I SE MOT NOTE 8. 111-� SIGN (f30AD C LOSjED) � ..W.. 1 I I
IN CENTER OF DRIVE AISLE.
wu SEE MOT NOTE 8.
MAINTENANCE OF TRAFFIC (MOT) PLAN
SCALE: 1"=30'
MAINTAIN
ItR
U�N(0B5TRUGTED_ �_ z._.__."��� _."..w '' Z
L1-0''�(TYP)
i• 0 P,• •
jt€
4n� Era j41
BARRICADE PLACEMENT - VI 1
SCALE: 1 "=30'
NOTES:
1. VIEW 1 IS FOR BARRICADE PLACEMENT DURING CONCRETE DELIVERIES,
CRANE WORK, ETC. ONLY.
2. SEE MOT NOTE 2 FOR BARRICADE PLACEMENT REQUIREMENTS
3. IF TEMPORARY LANE CLOSURE IS REQUIRED FOR THE NORTH AND
SOUTH STAIR CANOPY INSTALLATION, THE CONTRACTOR SHALL EMPLOY
THE SAME BARRICADE PLACEMENT AS REPRESENTED IN VIEW 1.
24"
ACCESS TO
TERMINAL
pop
-I-EMPORARY PEDESTRIAN
WAYFINDING SIGN -
NOTES:
1. CONTRACTOR SHALL PROVIDE SIGN DRAWINGS TO ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION. WAYFINDING SIGNS SHALL
MATCH THE R9-9 SIGN STANDARDS (TEXT SIZE, COLOR, ETC.)
2. SIGNAGE SHALL BE MOUNTED DIRECTLY TO TEMPORARY
FENCING WITH GALVANIZED HARDWARE/FASTENERS.
i- - 30" 1
� SIDEWALK
i CLOSED
MUTCD 139-9 SIGN.
ANCHOR POSTS SHOULD BE N
2" STEEL U-CHANNEL OR
2" x 2" TIMBER, 6' IN LENGTI
48
tee.
ROAD
30"
LOSED
MUTCD R11-2 SIGN
NOT TO SCALE NOT TO SCALE
SIGNAGE NOTES:
1. CONTRACTOR SHALL PROVIDE SIGN DRAWINGS TO ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION. ALL SIGNS SHALL MATCH
THE 2009 VIRGINIA MUTCD STANDARDS (TEXT SIZE, COLOR, ETC.)
2. SIGNAGE SHALL BE MOUNTED DIRECTLY TO TEMPORARY
FENCING WITH GALVANIZED HARDWARE/FASTENERS.
rrnr TO BE SECURED TO POST A
M OF 3 LOCATIONS PER POST,
MIDDLE, BOTTOM), USING WIRE
R PLASTIC ZIP TIES.
Z
ANCHOR POSTS MUST BE INSTALLED --/
TO A DEPTH OF NO LESS THAN 1/3
THE TOTAL HEIGHT OF POST
TEMPORARY ORANGE PLASTIC
CONSTRUCTION FENCE DETAIL
NOT TO SCALE
NOTES:
1. BLAZE ORANGE PLASTIC MESH FENCE ONLY.
2. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION.
IMP -#€a
GHARLOYTEWU -E- sBr ttrrl.lr
AIRPORT 4a rsIGRI+ / ,
F r? C
q y� G
t
UL 1 LL
U !p 1'lf..tA,,irJ U
1�11��
rMl: AL HANDRAI
L. SEE VIEW 1 FOR BARRICADE �.
U U
r,}, .QCATIONS DURING
P Y
WORK, CRANE
_ !
W RK ET
r^t
o C
i x
NT�CTOR x
FENCE LOCATION CO� x
"A&B" x STAGING AREA.
T F r,BASELINE •c• A€.
O TRACTOR
x • STA Q+oo STAGING AREA. SEE
I M T�OT� 9.ICI
TEMP CONSTRUCTION
r NC' V111I H IGIOUNT� {
R 1-21SIGN (R ADICL SEE )
Ifv CENTER 0 DRI i VE I ISL ,
SEE MOT �OTE 8.
GROUP 2 BARRICADE
NOT TO SCALE
NOTE: BARRICADES TO BE SPACED APPROXIMATELY
10' APART (TYP.).
Panels
Fabric
Height
Mesh
Gauge
6" MIN
2"
11
O.D.
Wall
Framework
13/8"
.065"
sion Bands
per side)
.� H
9
tP
a y
i
_ . ......_ t
_.._._ o
�O
r
3 it5 N
r
c� O M
t �
8
Gg O. 'r. i' '' .. ....... .. ,-� 00
.11
r�
_ 1 ;t,TEMP. CONSTRUCTION BOA n E t� i LOOP 8 � � E
FENCE WITH MOUNTED __ V V I V (- _ _"w v? 5!Ea
l t' R9-9 SIGN (SIDEWALK CLOSED) r.SMINJPWI
Q
t
O
€, I lam'
°>' 9 00
LP W /BAD#E P ,. , �':
U
l.r r�,f�A� _ v� .� � a, � � �
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o
i.
l a,
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...."..........._.__.._..._.............___._._... .._ ._. _. �...,.:. ... ,,.. ,. 4 C 1. �r�
s- i-
Win r } V i
a 3 x +7j
E 7p9 d
3 s
(
z w
A
STA *oo MAINTAIN 22' MINIMUM
WIDTH VEHICULAR DRIVE EAT 11 777555 806
EjaM 6,t�1.23 Q
ISLE AC ESS (TY>':) o
r
( �<
j El �'ld
;/
T
1
I J q i !
#
Stabilizers/ Stands
Side View
Weight stand
as required
�- 36" -
(Front View
Notes:
2 x 11ga wire fill
• Tension bands w/nuts and bolts ** All pipe and wire to be
(not press clips) hot dipped galvanized**
• Wire ties every 12 Inches
TEMPORARY CHAINLINK
CONSTRUCTION FENCE DETAIL
NOTES: NOT TO SCALE
1. CONTRACTOR TO SUBMIT TEMPORARY FENCING SHOP DRAWING TO ENGINEER
SHOWING GENERAL CONFORMANCE TO THE ABOVE DETAIL FOR APPROVAL
PRIOR TO INSTALLATION.
2. FENCE HEIGHT TO BE A MINIMUM OF 6' TALL ABOVE GROUND.
3. FENCEWRAP - AIRPORT MANAGEMENT TO SUPPLY "AIRPORT IMPROVEMENTS
UNDERWAY" FENCE WRAP. CONTRACTOR SHALL SECURE THIS FENCE WRAP TO
THE TEMPORARY FENCING WITH PLASTIC ZIP TIES OR OTHER METHOD
APPROVED BY THE AIRPORT INSPECTOR. FENCE WRAP TO BE INSTALLED AT
LOCATIONS OF TEMPORARY CHAINLINK FENCING SURROUNDING THE PROPOSED
ACCESS RAMP ONLY (NOT THE STAIRS). FENCE WRAP TO BE REMOVED AND
RETURNED TO THE AIRPORT MANAGEMENT AT COMPLETION OF PROJECT.
30' 0 30' 60' Z O
1 "=30' 0
co
scale feet
w
0
MOT NOTES:
1. CONTRACTOR TO GIVE AIRPORT MANAGEMENT AND ENGINEER 7-DAYS
ADVANCED NOTICE OF INTENT TO COMMENCE CONSTRUCTION
OPERATIONS. AIRPORT MANAGEMENT WILL THEN PROVIDE NOTICE TO
AUTOMOBILE OWNERS OF PARKING AREA CLOSURES.
2. MOT PLAN IS SET UP BASED UPON CONTRACTOR WORKING THE
CONSTRUCTION JOB FROM THE PARKING LOT UP AND NOT FROM
THE LOOP ROAD DOWN. THE LOOP ROAD SHALL REMAIN OPEN TO
VEHICLE TRAFFIC AT ALL TIMES. ONLY TEMPORARY CLOSURES MAY ZZ
OCCUR ALONG 1 LANE OF THE LOOP ROAD DURING CONCRETE
DELIVERIES, CRANE WORK, ETC. TEMPORARY LANE CLOSURES SHALL
BE COORDINATED WITH AIRPORT MANAGEMENT AND SHALL BE
COMPLETED DURING DAYLIGHT HOURS AT NON -PEAK TRAFFIC LEVELS. Cd
3. PRIOR TO ANY DEMOLITION OPERATIONS, CONTRACTOR SHALL
INSTALL TEMPORARY CONSTRUCTION FENCING, TEMPORARY 8'
PLYWOOD WALL, BARRICADES AND SIGNAGE AS REQUIRED BY THIS
MOT PLAN. . i
4. ALL SIGNAGE SHALL BE MOUNTED TO THE TEMPORARY FENCING AT
THE HIGHEST POSSIBLE MOUNTING POINT (NOT TO EXCEED TOP OF
FENCE) FOR MAXIMUM CONSPICUITY.
V1 •
5. CONTRACTOR SHALL INSPECT ALL FENCING, BARRICADES AND
SIGNAGE ON A DAILY BASIS AND MAKE IMMEDIATE
REPAIRS/CORRECTIONS AS NECESSARY. LOCATIONS OF FENCING AND o
BARRICADES MAY NEED TO BE ADJUSTED THROUGHOUT THE r0
PROJECT. MULTIPLE RELOCATIONS OF THESE ITEMS SHALL BE y.
CONSIDERED INCIDENTAL TO THE RESPECTIVE BID.rr4��
6. NO TEMPORARY FENCING, BARRICADES OR SIGNAGE SHALL BE V
REMOVED UNTIL AREA OF WORK IS FULLY CLEANED OF
CONSTRUCTION DEBRIS AND EQUIPMENT, AND CONCURRENCE IS
OBTAINED FROM AIRPORT'S INSPECTOR. O
7. THE ELEVATOR SHALL STAY OPERATIONAL FOR THE DURATION OF THE
PROJECT AND ACCESS FROM THE SOUTH SIDE SIDEWALK SHALL BE ^I
MAINTAINED AT ALL TIMES.
8. RAMP WORK TEMPORARY FENCE LOCATIONS - FENCE LOCATION "A"
SHALL ONLY BE IN -PLACE WHEN THE DRAINAGE PIPE INSTALLATION
AND THE CURB RAMP INSTALLATION ARE ON -GOING (TWO WEEK
MAXIMUM DURATION). AS SOON AS THESE WORK AREAS ARE
COMPLETE (WITH PAVEMENT INSTALLED) THE FENCE SHALL BE ^�. `•j
SHIFTED TO CONFORM WITH LOCATION "B". W
9. NORTH STAIR CANOPY WORK AND SOUTH STAIR CANOPY WORK SHALL 00
NOT BE PERFORMED CONCURRENTLY IN ORDER TO PROVIDE
ADEQUATE PEDESTRIAN ACCESS TO THE TERMINAL. IN ADDITION, THE
STAIRS AND ADJACENT SIDEWALK SHALL BE OPENED FOR PEDESTRIAN
USE WHILE CANOPY WORK IS NOT BEING PERFORMED FOR A
DURATION OF ONE DAY OR LONGER AT A TIME, INCLUDING WEEKENDS.
O
GROUP 2 BARRICADE • •
TEMPORARY CHAIN LINK
X CONSTRUCTION FENCE
TEMPORARY ORANGE
CF
CONSTRUCTION FENCE
SHEET INDEX
Oh'
C�
CH ISTOPH R R. J R
Lic. No. 039401 a
�o y�12-Zo17 w
Date APRIL 2017
Scale AS NOTED
Drawn
NTM
Checked CRJ
Project No.
2215-1502A
Sheet No.
3
12
LEGEND
m
1 , a
C�S vJ
0
O
w
0
Q
N
O
LO
I
N
N
ELECTRIC
VAULT
O
— W
ww rV _
,. W—
CONCRETE AND
BRICK STAIRS W/
METAL HANDRAILS
EXISTING STUB COLUMN MOUNTED
B LIGHTS TO E REMOVED TO ALLOW
CANOPY PLACEMENT. SEE NOTE 6.
P Ord E .�#�
s
S _.
L. �A
_ r
_..
............... ..___._.
CG---ter l
STA 15+00
NA,
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S
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3
AS� 1F1
�^� J
v...._ L ........m..____..
LP W,/BASE
BASELINE To
TO REMAIN
�. A&io pmmimlu
1 RCP
33'
i`
I L.�
LIP
E1uiW STA. 13+13.84,
1 OFFSET 52 93'R
BRICK ;? � �� � __..- y 7, .�
1 "AIRS
i
f
A. 1305..19
,
'ea��.., t_. ". ✓ �FSET 7.1 ,
_
i ..> i
L4 1x1
---..---._ I ......ELECTRICAL SOX- ,
DEMO AT EIST T REMAIN'
1
C S
ON R TE OINT C E J Y'" t
P� Y
P E..4...r_ 1r1,t5E1
STA. 13+41.73
��° OFFSET 18. 2'RIle- J
FLOWS BED AND
MULCH TO REMAIN
.; STA. 13+46.26,
OFFSET 7.53'R LIGHT POLE
LIGHT POLE TO REMAIN
TO REMAIN
STA. 13+08.
10FFSET 7.5
STA '144-00 OUTFALL OF ELEVATOR
NOR rH 3938356 r�0892 SUMP DRAIN TO BE
;E.AS 1 11497625.08555 REALIGNED. SEE a
IEI€tvv 60,1.;i' GRADING PLAN _.�. ,
______- .._.,.-
j,.fFi
_._ my
�PviP 2 10
CHARL 31 EY.SV#ELL-1 1 E11:ty�A1 t_F
AIRPOR 1 AU 1HORI Y
DtD6 818Pw210
LIGHT PIOLE AND FOUNDATION
z TO BE REMOVED. RECONNECT
CIR T ".."..
CUl
T....._._................
ST ' 13+14.09, STA. 12+83.41, -
{ OFFSET 70.37'R 1
OFF SET 70 34 R
l
I
w,
s 9 1 a a•.
1. P i
rLB
r LP W OA SE
SHRUBS AND MULCH,BED, �_�' /
TO BE\REMOVED (TYP) ) ELECTRICAL BOX TO BE REMOVED
AND ELECTRIC LINE TO BE REALIGNED,
-.q, SEE SITE PLAN
�,,,.�` DRAINAGE MANHOLE �
REMOVE TO REMAIN �x
PLANTINGS
,)#!°
_ 1
n�
m
wt
—... NOTE_5_' (_.:-:! STA. 12+34 07�.
_..
., ,,. , .�..•,. _._ OFFSET 33.1 -_ . ;
1
11#>}
a
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N i . CO ! LwN�#,E1
,
3
(.�C
__ ___
g _ 1 �TA. 12+3149, j
OFFSET 7 56'R
L ._.. . ....... . .. - - - - ------- - -----
_.
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TV v
,1.
I
f ,:'
r IA
LT t 7
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. "..-_-__....___,.L..____4.� •,.3AE.......,..... ........................
a
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_w
2_ �0 ' RCP.... .
C,C] IC.E�C-._ IE r�ANI'.' EXISTING STUB COLUMN MOUNTED
BRID.L; !31'AIRS V1 _ LIGHTS TO BE REMOVED TO ALLOW
�s
7
1.. �1_ i•1A11..i., Ii., 1 CANOPY PLACEMENT. SEE: NOT 6. 1 3 E . t.,SE P W ASS:
1 t
Y �Yy
r �-
S
Cs
I � w
6'R
I
�
f
l
`'
LINE MAY
� Y•v '
,.,
�
REQI IRE RE'
� � VNT.
;.. ,',, ..�
3 .�.
SEE 'SITE PLAN.
i
`
r1
'
1 ASI'a AI_,T
:,j
STA. 12+31.49,
FLOWER B
''
OFFSET 7 4
59, MULCH TO
�°
•
STA 13+()()REMOVED
NEAT VERTICAL STA 12+00
SAW CUT (TYP.)
DRAINAGE PIPE
$'
TOR MAIN
t
d
DINAGE MANH((LE
TOi
[P A VF__ M E kl T
STA 11+00 S f /�, l o r•00
NORTH 3938I J_'Y,12,329
EAS1" 11497775.56806
I=. ev t3042',i
EXISTING
PROPOSED
EDGE OF PAVEMENT
WATER LINE
-Y —
ELECTRIC LINE
ELECTRIC VAULT
LIGHT POST}
SEWER LINEyr.
DRAINAGE PIPE (RCP)
._,._.;..`....._.5
UNDERDRAIN
ILI C`
BUILDING
"_ 9 i -;,1,
1
DEMOLITION
NOTES:
1. THE CONTRACTOR SHALL PROTECT AND PRESERVE THE
EXISTING SURVEY BENCHMARK MONUMENTS THROUGHOUT
THE DURATION OF THE PROJECT.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE LOCATION F ALL UNDERGROUND
DETERMINING H OC O U G
UTILITIES PRIOR TO START OF CONSTRUCTION.
UNDER UT
ILITIES SHOWN ON THIS PLAN WERE
GROUND
OBTAINED BY A COMBINATION OF ACCUMARK UTILITY
MARKINGS IDENTIFIED BY FIELD SURVEY, VISUAL
OBSERVATION, AND INFORMATION AVAILABLE FROM
RECORD DRAWINGS. THE ENGINEER MAKES NO
GUARANTEE THAT ALL UNDERGROUND UTILITIES ARE
SHOWN ON THIS PLAN NOR THAT THE LOCATION OF
IDENTIFIED UTILITIES ARE CORRECT.
3. THE CONTRACTOR SHALL COORDINATE AS IS NECESSARY
WITH THE AIRPORT'S INSPECTOR AND GROUNDS
MAINTENANCE STAFF FOR ACCESS TO ANY NECESSARY
MECHANICAL ROOMS FOR CONTROL OF AIRPORT UTILITIES.
4. ALL DEMOLISHED ITEMS SHALL BE REMOVED AND
DISPOSED OF OFF -SITE.
5. EXISTING SIGN TO BE REMOVED AND TURNED OVER TO THE
AIRPORT FOR STORAGE.
6. EXISTING LIGHTS TO BE REMOVED AND TURNED OVER TO
THE AIRPORT FOR STORAGE,
7. SEE MAINTENANCE OF TRAFFIC PLAN (SHEET 3) FOR
LOCATION OF REQUIRED BARRICADES.
�o
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9$�ALTH OF
SHEET INDEX CH ISTOPH R R. J R
W. Llc. No. 039401
�b q-12_276I7 w
'ONAL �1
Date
APRIL 2017
Scale
1 "= 20'
Drawn
NTM
Checked
CRJ
Project No.
2215-1502A
20' 0 20' 40' Sheet No.
1 "=20'
scale feet 4
1 0f 12
LEGEND
0
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W
I I..ECTRIC
VAULT
1
�\O NONP $3
O
� pv NZoNE
s
LIP �f1ASE
CONGRE lE AND
BRICK STAIRS W/
METAL HANDRAILS
EXISTING 10" SQUARE STUB COLUMN CANOPY
CONNECTION POINTS WITH ELECTRICAL PROVISIONS.
INSTALL PROPOSED CANOPY UTILIZING EXISTING
CONNECTION POINTS AND ELECTRICAL PROVISIONS.
SEE ARCHITECTURAL DRAW
INGS. SEE NOTE 6
r
r
_ LP '�l /L3AS_
C,(.311(.REIL_ S1L1EWA1_K
STA
TERMINAL BUILDING
IMFI 32 10
CI1ARI ) IC,14'II l i A(_EiE:MAPL_E
AIRP(''R_T AU tHO of I'Y
D, BL 018 1 . 210
OR
r<
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{ I ,�f r' � t 3 P'7 x�
,
y,Z Z_ "/-, /_�Z__ - Z
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3r,/ _..
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FFSET 70 34 R CANOPY COLUMN OFFSET 70 38 R _ f`
f1 ( C
l
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__... _._._W ___.__.
R ) (' .
T 4 6643R Q.EE�ET r ,ED
1,.E r F C.!,a ,
j a l..I
LP Wf 13AS
BSW ( INSTALL 'OUR (4)
TA. 13+13.84
1 VGA COND ITS
r j
Ir
$ r
OF SET 54 43 R
.r � t
�. - RE-ROUTE EXISTING
w, , , ,_. ELECTRICAL CIRCUIT w..,. _... _.
y3RlCi� z..:.r , LEC C R ((�NCRE LE AND
.,. >. r � �. u #� 1. F,., s t< ,..... � . .' ...... ....... .f ,.. ....., „ ,,... ._..a ....,
E�
A1RL� � � ,�,r � AT JUNCTION BOX.... j f�...... .��_."w.. ��I, � ,z {,,r.
,., ..
m�
�.�RICKI,t r r HANDRAILS
�
S
1L. 1 Nl�} . li_a
RE-P 3 , TE E) TIN a.•.:, REFERENCE POINT TO
_ 4 .. '. a / W �, '•,:t . i' ..., . ._ ARCHITECT PLAN SHEET A101.
mot...,. .. ELECTR'CAL ICCJI., 22 ;. �w"
r, -
�.._._._ AT JU CTION OX A •, STA. 12+34,.0),W/LA,CENTER OF MANHOLE LID.
�1. ,
x � < ... r....STA 12+38.03
JB _ , _ 0 . OFFS 3.1 R
ET 3 .. .,.... A89
CSW. CI _ .,.. ...._m._... ............_._ ...........
t E 1 i t L,i U 1 E 3 X, �.: !.
OF SET 4O. 6'R L __ E <<' STA. 12+34.07 p '< 3
13`&+......._it Si rA JB 5 ELEVATION 608.05
OFFSET 28.13'R
OFFSET .04R M� .,�.. _
d I POTEN IAL UTILITY
...,„1 .,
';+ TA. 13+03.19 ' CONFL'CT RE ROUT
LLEL l I ;: ,, .., ,,a P 6
17. 1.T15 $ •;• : a EXISTING E 3TRICA
ut FSET 16. 3 R I ; 31h33�5 ,, W,, vd3, , EL G L
A) r . 1 /, i f ,o.. / ' /i o� / ST i. 12+41.85 AS NECESSARY ST 13+ 3.73 OF SET 1 .43'R
AROU D WALFOOT 'RS I I
OF SET 1822'R $. E1,:IaVi',- i5 4:: f „ STA'` 2�1<a..: :d ..:. I
Q : #,f. - t I r .•. TO AVOID CONFLICT.
J °-OFFST�6yR' ° . S 12+ 3.48 1 V 1
ST 13+46.26 T '
..................:.:.::::.::::: • ..... :t;::(..:;:. ::::::.: OFFSET 14.56'R
OFFSET 9.53 R STA. 13+0859 STA. 12 80.21
` STA. 12+38.48 I
CG-12 OFFSET 9.56'R '. OFFSET 56'R ` ASPHALT
SEE DETAIL r CG-3 OFFSET 9.56'R 1
SHEET 8.
MEAT VERTICAL SAW
x
BASiE M TO STA 13+00 li
STA .1 iL+00 CUT (TYP). TACK STA 12+00
,� RE -MARK EXISTING STA. 13+28.71 STA. 123..52 f J101NT PRIOR TO
Ilt.R}i38.56 `a0£392 CROSSWALK TO 10' WIDTH. OFFSET 9.53'R OFFSET 4'fZ
EAST '11497625.0855 j PAVING.
4" WHITE LINES (TYP . ..
El v 604. )
POTENYIAL UTILITY
�ICONFLICT, i
! -i IRE 'ROUTE i
EXISTING ELEC�RICAL
AS NECESSARY
`'„ �.•� AROUND WALLFOOTE S
___.._.__. ____-.^.m..__ < ____......_.. _._...__ _.__.-.. I E I� TO AVOID CON' LICT.
STA. 12+80121 0
>;. r 12+68.21
OFFSET} 21.7 'L ST
.? I OFFSET -J1.77'L
(TYP)
CONCRETE SIDEWALK JOINT LAYOUT
SCALE: 1 "=20'
NOTES:
1. PROVIDE)/2" EXPANSION JOINT BETWEEN PROPOSED SIDEWALK AND
RETAINING WALL, BETWEEN PROPOSED SIDEWALK AND CURB, BETWEEN
PROPOSED SIDEWALK AND ELEVATOR, AND AROUND ALL EXISTING AND
PROPOSED STRUCTURES (LIGHT POLES, FLAG POLES, JUNCTION BOXES).
2. ALIGN JOINTS IN NEW CONCRETE WITH EXISTING JOINTS AROUND
ELEVATOR.
3. ALIGN JOINTS IN NEW CURBING WITH JOINTS IN SIDEWALK.
4. PROVIDE Ya" CRACK CONTROL JOINTS AT INTERVALS NOT TO EXCEED
WIDTH OF THE SIDEWALK. PROVIDE Y2" EXPANSION JOINT AT INTERVALS
NOT TO EXCEED 50'.
5. REFERENCE SHEET 8 FOR SIDEWALK AND CURBING DETAILS AND
ADDITIONAL NOTES.
6. REFERENCE SHEET S101 FOR RAMP CONCRETE WALKING SURFACE
REQUIREMENTS.
NOTES:
...1.......... _._ w _E ._w:..
00
00'(�l (i1
0
PWL
� � Y
I'
d
d r ry
t• i ., 3-
1 I Pm j .w i e aa_
dE. a
--- i EXISTING 10" SQUARE STUB COLUMN CANOPY
y
3 �
CONNECTION POINTS WITH ELECTRICAL
PROVISIONS. INSTALL PROPOSED CANOPY
UTILIZING EXISTING CONNECTION POINTS AND
ELECTRICAL PROVISIONS. SEE ARCHITECTURAL
' DRAWINGS. SEE NOTE 6.
CSW S
9} r �
STA
18' (TYP)
--I4-� 4" WIDE 9.0'
(TYP) �(C_C-H
TYPICAL PARKING
BAY LAYOUT
NOT TO SCALE
1. ALL PAVEMENT MARKING MATERIALS AND APPLICATION TO BE IN
ACCORDANCE TO VDOT SPECIFICATIONS SECTION 704 FOR TYPE A OR
TYPE B-I PAVEMENT MARKINGS.
2. DETAIL SHOWN FOR REFERENCE ONLY.
1 i 1
EXISTING
PROPOSED
EDGE OF PAVEMENT
WATER LINE
------------W
ELECTRIC LINE
___.
E
ELECTRIC VAULT
~
JUNCTION BOX JB-S2
JB.JB
LIGHT POST"
SEWER LINE
DRAINAGE PIPE (RCP)
-J
UNDERDRAIN
-
BUILDING
I
ACCESS RAMP
C P A
ACCESS RAM LANDING
) y'
3
d
3
SIDEWALK
a °
ASPHALT PAVEMENT
a �
a N �
zsm
1�'r9 M [�
►(L/�1��/L�J11 O
r �O
�j 00
0,20
L (� \0
�a
a E-
�T� V 00
W pV0
a
z
W
L 1=' '{yti f JASE
NOTES:
1. SEE DEMOLITION PLAN FOR ITEMS TO BE REMOVED.
,..
`
2. ALL ELECTRICAL INSTALLATIONS TO BE IN ACCORDANCE
--- ---- - -- -- --" i1
WITH NEC AND LOCAL CODE.
3. ALL NEW ELECTRICAL CABLING TO BE IN CONDUIT. CONDUIT
-----. -
TO BE UL LISTED SCHEDULE 40 PVC.
Z
CO
1
d
O
F=
Z
O
4. SEE ARCHITECTURAL DRAWINGS FOR ALL ELECTRICAL
STUB -INS REQUIRED FOR CANOPY INSTALLATIONS.
Cr
5. ALL WELDED WIRE STEEL REINFORCEMENT USED IN THE
o
SIDEWALK AND RAMP SURFACE SHALL BE SUPPLIED IN FLAT
SHEETS AND NOT ROLLED FORM. ALL REINFORCEMENT TO
. '
BE EPDXY COATED.
Sl"A .fUl+xt1 _
JOR 1<1 i 193,872712329
6. CONTRACTOR TO FIELD CONFIRM LOCATIONS, SPACING,
"AST 1177J,a,r>(?f7(3
AND HEIGHTS OF STUB COLUMNS ON EXISTING STAIRS
Lylev 604,23
PRIOR TO ORDERING STEEL AND FABRICATING THE
PROPOSED STAIR CANOPIES. THERE WILL BE NO
ADDITIONAL PAYMENT CONSIDERATION FOR ADJUSTMENTS
OR RE -DO'S FOR THE CANOPY STRUCTURE AFTER
,,
FABRICATION HAS COMMENCED.
0
Z
rr
Cd
O
W
1
rd
-tom
�NLTH OF
�O l�
SHEET INDEX C�H IST01PH R R. J E R
Lic. No. 039401
y--12-276I `7
'rONAL �1
Date
APRIL 2017
Scale
1 "=20'
Drawn
o NTM
. o i,
Checked CRJ
Project No.
2215-1502A
20' 0 20' 40' Sheet No.
1 "=20'
scale feet 5
Or 12
VIEW 1 "RAMP"
P(BASE
#s
BID)
BOWEN LOOP �1
.......... �.....____.
/ �,
GR\O NoJAP a3
Pov��TON
5
_..............
111616 70 ,
r'
r
i
_ ....,._.. _ _ ..._.._ I, d .,-
3t 1; ;€
-- ...._ _..._ i I _. i ..-, ,,,,.
CONCRE_ It.
S W�1)
Iv9E I AL I IANDRAILS612
612.92
_ _ _._ _
CONNECT 3" PVC DOWN DRAIN FROM
CANOPY T0__S_T.UBBED--UP-EX4STING 3"
_�` DRAWINGS.
DRAIN PIPE. SEE ARCHITECTURAL
, .� PVC
AWI GS. _..
......._..
U
f.. S1 1 j
f
! r r 60660
EXISTING (2) 17.5'x4'x4' DRY WELLS UNDER SIDEWALK FOR OUTFALL OF STEP UNDERDRAIN
AND PROPOSED CANOPY ROOF DRAIN. CANOPY ROOF DRAINAGE TO COLLECT IN CANOPY
GUTTER AND OUTFALL THROUGH PIPING IN LOWER COLUMN INTO THE EXISTING DRY WELL.
4y�---- -- � \ STA 15+00
I I
VIEW 2 "SOUTH STAIR" (ALT. 1-BID)
�jO�OW�\O NONP 63
�1 PSv�NZON6
.__.......___.._W -.__.___. ___._ ..._ v;
W
),J,
VIEW 3 "NORTH STAIR" (ALT. 1 B I D
W
LEGEND
EXISTING
PROPOSED
EDGE OF PAVEMENT
-- - —
SPOT ELEVATION
4305.34
_ 805.34
1 CONTOUR
--9E,;)------
813
5' CONTOUR
B 11 __ _ -----
WATER LINE
___.,...._y ...._ _._..
ELECTRIC LINE
-
ELECTRIC VAULT
LIGHT POST•
SEWER LINE
DRAINAGE PIPE
D
UNDERDRAIN
- LID
UD
BUILDING
%........7___ 7 .'__:�l
/
SILT FENCE (SF 3.05)
SF
LIMITS OF DISTURBANCE
LOD
SOIL BORING
r
B 1
DRY WELL
::::
ACCESS RAMP
ACCESS RAMP LANDING
¢M ,
SIDEWALK
ASPHALT PAVEMENT
NOTES:
1. HYDROSEED ALL DISTURBED SLOPES, STANDARD SEED AND
STRAW MULCH SHALL NOT BE USED UNLESS APPROVED BY
AIRPORT INSPECTOR.
2. IF HYDROSEED METHOD NOT USED, INSTALL VDOT EC-2 ON
ALL DISTURBED SLOPES.
3. PROPOSED GRADES SHALL NOT EXCEED 2:1 HORIZONTAL
TO VERTICAL ADJACENT TO THE PEDESTRIAN RAMP.
4. SEE EROSION CONTROL NOTES AND DETAILS ON SHEET 7.
5. SEE ARCHITECTURAL DRAWINGS FOR PEDESTRIAN RAMP
PROFILES, DETAILS, AND ASSOCIATED REQUIREMENTS.
6. PROVIDE%Z' EXPANSION JOINT BETWEEN PROPOSED
SIDEWALK AND RETAINING WALL, BETWEEN PROPOSED
SIDEWALK AND CURB, BETWEEN PROPOSED SIDEWALK AND
ELEVATOR, AND AROUND ALL EXISTING AND PROPOSED
STRUCTURES (LIGHT POLES, FLAG POLES, JUNCTION
BOXES).
7. FILL MATERIAL UTILIZED UNDERNEATH RAMP WALKING
SURFACE AND ITS ASSOCIATED #57 STONE BASE SHALL BE
VDOT 21A/B AGGREGATE. EXCAVATED MATERIAL FROM THE
WALL AND COLUMN FOOTERS TO BE REMOVED AND
DISPOSED OFF -SITE,
DRAINAGE SUMMARY
EXISTING MANHOLE WITH SOLID COVER TO REMAIN
RIM ELEV. = 608.05
EXISTING 18" INV. IN = 597.29
EXISTING 36" INV. IN = 594.97
EXISTING 36" INV. OUT = 594.75
Di MH-1 WITH SOLD COVER, H=4', ST-1
RIM ELEV. = 605.5± (MATCH SURFACE)
6" INV. IN (3 EA) = TIE-IN 18" MIN. BELOW RIM ELEV.
12" INV. OUT = 601.4±
(J{ EXISTING MANHOLE WITH SOLID COVER TO REMAIN
RIM ELEV. = 605.01
12" INV. IN = 601.0±
EXISTING 36" INV. IN/OUT = 577.49
12" RCP, CLASS IV, L=20' SLOPE = 2.0%
Z CO
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F= O
Ir
U
0 rr
O
z
Cc
O;Sp,LTH 0 , D
SHEET INDEX ISTOPH R R. J E R
rd Llc. No. 039401
�b, y-12-26I.7
SjONAL�ti
Date APRIL 2017
Scale
1 "=10'
Drawn
o NTM
o°a�o°a
Checked CRJ
Project No.
2215-1502A
10' 0 10' 20' Sheet No.
1 "=10'
mmmi
scale feet 6
Of 12
EC-2
12" MAX.4:1 OR FLATTER
JUNCTION SLOT
CENTER ROW MAY BE
ELIMINATED WHEN SLOPE
IS LESS THAN 4:1 JUNCTION SLOT
FARI
Q
' MAX. 4.1 OR FLATTER CHECK SLOT
' MAX. STEEPER THAN 411 TERMINAL FOLD
LAP JOINT
EDGE AND END JOINTS TO 2" MIN. TAMP SOIL FIRMLY
BE OVERLAPPED 2" MINIMUM. -
COMBINE THIRD ROW OF STAPLES =TjT
FROM EACH STRIP IN LAP WITH TERMINAL FOLD
ALTERNATE SPACING. A� 9" MAX.
• TAMP SOIL FIRMLY
ANCHOR SLOT)
CHECK SLOT JUNCTION SLOT
NOTES:
owl 1 V TO 2" 1• APPROXIMATE 200 STAPLES REQUIRED
PER 4' X 225' ROLL.
2. ANCHOR SLOTS, JUNCTION SLOTS AND
CHECK SLOTS TO BE BURIED 6" TO 12"
AND VARIABLE.
3. MAX. SPACING C-C CHECK SLOTS
100'SLOPE 4% OR LESS 50'SLOPE
STEEPER THAN 4%.
4. STAPLES FORMED FROM NO.8 STEEL
11
PLAN VIEW FOR SANDY MU
SOIL 6N1 STAPLENMINIMUM
SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH LENGTH FOR OTHER SOIL.
GENERAL NOTES:
1• BASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3. JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS
PROTECTIVE COVERING IS TO BE LOCjATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR.
WITH THE DIMENSIONS SPECIFIED ON 1rYPICAL SECTION.
4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF
2•17-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET.
BE SUBSTITUTED FOR THE STAPLES SHOWN.
5. FOR SOURCES OF APPROVED MATERIAL SEE VDOPS APPROVED PRODUCTS LIST
FOR ST'D. EC-2 MATERIAL.
SPECIFICATION
�yc�oT ROAD AND BRIDGE STANDARDS PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE
244
SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 606
113.02 606
TO 2"
NO. 11 MIN.
GAGE WIRE
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
Jam/ _ V�NI I11lIl
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
� G
1+
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
G
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
ALBEh(vARLE COUNTY ENGINEERING GENERAL CONSTRUCTION
NOTES FOR EROSION AND SEDIMENT CONTROL PLANS
1.
The plan approving authority must be notified one week prior to the pre -construction conference,
one week prior to the commencement of land disturbing activity, and one week prior to the
final insp,?ction.
2.
All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and
Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations.
3.
All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4.
A copy of the approved erosion and sediment control plan shall be maintained on the site at all
times.
5.
Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
supplimentary erosion control plan to the owner for review and approval by the plan approving
authority.
6.
The contractor is responsible for installation of any additional erosion control measures necessary
to prevent erosion and sedimentation as determined by the plan approving authority.
7.
All disturbed areas are to drain to approved sediment control measures at all times during land
disturbing activities and during site development until final stabilization is achieved.
8.
During dewatering operation, water will be pumped into an approved fitering device.
9.
The contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the
erosion control devices shall be made immediately.
10.
All fill material to be taken from an approved, designated borrow area.
11.
All waste materials shall be taken from an approved waste area. Earth fill shall be inert material
only, free of roots, stumps, wood, rubbish, and other debris.
12.
Borrow or waste areas are to reclaimed within 7 days of completion per Zoning Ordinance
section 5.1.28.
13.
All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle.
14.
Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours
of 7:00am to 9:00pm.
15.
Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support,
or in order to minimize any hazard to persons, physical damage to adjacent land and improvements,
and damage to any public street because of slides, sinking or collapse.
16.
The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater
management facilities where applicable all erosion control measures required by this plan regardless
of the sale of any lot, unit, building or other portion of property.
17.
Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/ac, and
in the months of September to February to consist of a 50/50 mix of Annual Ryegress and Cereal
Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of
German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by
the County erosion control inspector.
18.
Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade
limestone shall be applied at 90lbs/100sf, incorporated into the top 4-6 inches of soil. Fertilizer
shall be applied at 1000 Ibs/ac and consist of 10-20-10 nutrient mix. Permanent seeding shall be
applied at 180 Ibs/ac and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass
or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to
approval by the County erosion control inspector.
19.
Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging
structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the
CDto
o
wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to
o
to achieve a good stand of grass. Silt fence and diverdion dikes which are collecting sediment to
V)
half their height must be cleaned and repaired immediately.
N
C
20.
All temporary erosion and sediment control measures are to be removed within 30 days of final site
stabilization, when measures are no longer needed, subject to approval by the County erosion control
LE
inspector.
N
N
EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES
I. PROJECT DESCRIPTION
The purpose of this project at the Charlottesville-Albemarlel Airport is to construct a new handicap
accessible pedestrian ramp serving the long term parking lot to the airport's main terminal building. N 'Q
The disturbed acreage for this development is 0.12 acres. Runoff from this development will be C g00
�
intercepted by silt fence. N t
UO �M�
II. EXISTING SITE CONDITIONS w
The site is an area approximately 0.2 acres in size, with rolling terrain. Elevations within the �^ - 00
project area range from 600 to 620. The areas adjacent to the project are covered with 00
average to dense gross, concrete sidewalk, and asphalt roadway. 1
III. ADJACENT PROPERTY
The project site is located to the east of the terminal building and adjoins the long term parking
lot at the Charlottesville -Albemarle Airport. The project site is completely surrounded by 4 U O
airport property. r�
Bpi Z
N. SOILS � C7
The area is covered with a veneer of topsoil and root mat that extends to an overage
depth of 4 inches. The soils beneath the topsoil layer consist of silty sand with a unified
soil classification of SM.
V, CRITICAL EROSION AREAS
The critical areas are the proposed outfolls from the project site. Silt fence will be used
to protect adjacent onsite and offsite areas from sedimentation. Whenever grading is o
necessary, adequate precautions shall be taken to minimize erosion and trap sediment on
the site.
M. MANAGEMENT STRATEGIES AND SEQUENCE OF EROSION CONTROL MEASURES
Unless otherwise indicated, all erosion and sediment control practices shall be constructed and maintained in
accordance with the minimum standards and specifications of the latest edition of the VE&SCR and VE&SC
Handbook.
The: following sequence of events for erosion and control measures shall be incorporated into the construction
schedule for this project and shall apply to all construction activities within the project limits:
1. a. Temporary construction entrance(s) shall be provided at the location(s) shown on the plans. 0
This entrance(s) shall be constructed as shown on the plans. p Z
F O
Cr 5
b. Where construction vehicle access routes intersect paved public roads, provisions shall be made w tz
to minimize the transport of sediment onto the paved surface. Where sediment is transported o
onto a public road surface, the road shall be cleaned throughly at the end of each day.
Sediment shall be removed from the roads by shoveling or sweeping until all sediment is
removed. This provision shall apply to individual subdivision lots as well as larger land
disturbing activities.
C. Construction traffic. shall be limited to access roads, as traffic is prohibited from crossing
drainage swales and streams except where absolutely necessary (Std. & Spec. 3.24 VE&SC
Handbook).
2. Temporary sediment traps, sediment barriers, construction entrance, and erosion control stone are to
be placed prior to clearing and grubbing or prior to the first phase of construction.
3. All permanent storm water management facilities including erosion control are to be installed and made z
operational at the start of clearing operations, including approved sediment basins. ai
C
4. The contractor shall complete drainage facilities within thirty (30) days following completion of rough
grading at any point within the project.
5. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 11 '4 •e��
6. Areas which are not to be disturbed will be clearly marked by fencing, flags, signs, etc. 9.
7. a. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7)
days after final grade is reached on any portion of the site. Temporary soil stabilization
shall be applied within seven (7) days to denuded areas that may not be at final grade but
will remain dormant (undisturbed) for longer than fourteen (14) days. Permanent stabilization
shall be applied to areas that are to be left dormant for more than (1) year.
b. During construction of the project, soil stockpiles shall be stabilized or protected with sediment ram+ v1
trapping measures. The applicant is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as soil intentionally transported from the 124-
project site.
C. A permanent vegetative cover shall be established on denuded areas not otherwise permanently 0
stabilized. Permanent vegetation shall not be considered established until a ground cover is
achieved that, in the opinion of the local program administrator or his designated agent, is CIS
uniform and mature enough to survive and will inhibit erosion. Vegetative cover shall be 114
established as follows (apply by hydroseed methods): �•'r�
Seed: 180#/ac KY-31 tall fescue (95%) plus KY -Bluegrass (5%)•
Topsoil: 2" compacted on slopes 3:1 or steeper, 4" compacted on flatter slopes c
Lime: 90#/1000 sf Q
Fertilizer: 1000 #/ac of 10-20-10
Mulch: 80#/100 sf straw
Application Period: March 1-May 15 and August 16-October 15, inclusive
Hydroseeding shall be used in place of mulching on areas other than ditch bank. Stabilization d 0)measures shall be applied to earthen structures such as dams, diversions, ditches, water course P4
beds and banks immediately after installation (Std. & Spec. 3.36 VE&SC Handbook). rn
8. a. All storm sewer inlets that are made operable during construction shall be protected so r�
that sediment -laden water cannot enter the conveyance system without first being filtered
or otherwise treated to remove sediment. V
b. Before newly constructed conveyance channels are made operational, adequate outlet protection •9!4
and required temporary or permanent channel lining shall be installed in both the coneyance
channel and receiving channel. pj 0
9. a. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. �+
Slopes that are found to be eroding excessively within one (1) year of permanent stabilization
shall be provided with additional slope stabilizing measures until the problem is corrected.
b. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate [ (U 2
temporary or permanent channel, flume, or slope drain structure. ^I r� ..2
10. Periodic inspections and required maintenance must be provided, especially after each significant storm
event. The project superintendent shall be responsible for the installation and maintenance of all erosion ^ Cd
and sediment control practices. W 0
11. The plan approving authority must be notified one (1) week prior to the preconstruction conference,
one (1) week prior to the commencement of land activity, and one (1) week prior to the final inspection.
12. All temporary erosion and sediment control measures shall be removed within thirty (30) days after -�,N1LTH op
final site stabilization or after the temporary measures are no longer needed unless otherwise 0 {�
authorized by the local program administrator. Trapped sediment and the disturbed soils areas
resulting from the disposition of temporary measures shall be permanently stabilized to prevent furture o
erosion and sedimentation. U
CH ISTOPH R R. J E R
MAINTENANCE 4 Liic�. No. 039401
Iln general, all erosion and sedimentation control measures shall be checked after each rainfall or weekly, �b,4 "7 �2,ZQi% AV7
whichever is most frequent, and should be cleaned and repaired according to the following schedule:
`SIpNAL
1. Erosion and sediment control will be checked regularly for undermining, deterioration, buildup or
clogging with sediment. Corrective action will be taken immediately. Date
APRIL 2017
2. All seeded areas will be checked regularly to see that a good stand of grass is maintained. Areas
should be fertilized and reseeded as needed. Scale NONE
3. All temporary erosion and sediment measures shall be removed within (30) days after final site Drawn
stabilization is achieved and vegetation is established. NTM
GENERAL Checked CRJ
The responsible land disturber for the design of this project is Christopher R. Jaeger, PE #039401 Project No. 2215-1502A
Sheet No.
7
Of 12
CG-12 CG-12RAMPS CG-3
A NOTEHYDRAUOLICNCEMOENTCS DE WALK (DEPTCONHININCHES, AREA IT OF THE NSQUAREYARDS) L
PERMISSIBLE CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET)
JOINCONSTRUCTION GENERAL NOTES:
#5 DOWEL, 8" LONG 0 12" C-C DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
MIN. 1.4. BE SUMMARIZED FOR EACH CURB CUT RAMP
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR % a r-
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK 2" rj�i l`r/)
d THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX RAMP 12:1 MAX \0
N? WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND pp M ap
60 ^2 :21�� SPECIAL DESIGN SECTION FOR APPROVAL. O ap �D
10:1 10:1 4 Z
B MAX M 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q• a - (D cv
B 8, FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. ---------------
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO D M 77
N THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX 2" R
5' 5' PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. p Ao V' R r%` C7
TRUNCATE DOME TYPICAL DESIGN 5. REQUIRED BARS ARE TO BE N0. 5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A D ' ' SURFACE `''L,J 0
SEE SHEET 1 OF 5 BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR
A FOR DETAILS CONCRETE COVER 1%2". - �p pAp G�i Q r-
00
8'-0" Min. 4'-0" Min. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ] r '� �• �, `-1
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN �, , ' , ' a C6
12*1 MAX. 48:1 MAX. Q
BACK OF CURB 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED V. 12:1 MAX m o 0 o r:'
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER v ��
20' 1 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12 1 MAX v �Ii fl e D • o r T 1 f '
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, A • • A . BASE
k4j'Z:;
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS Lyra
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B gip' p �p p o U z
2' MIN. BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE e > W 0
SECTION A -A HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL A • A . 1 W x
PERMISSIBLEUNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL o o o o ^ 7 LL,
CONSTRUCTION ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED w 1) D
JOINT AND USED BY PEDESTRIANS.
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 SUBBASE W
TYPE A THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND r
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 120 MAX _ �p
WITH BUFFER STRIP PERPENDICULAR TO THE CURB, 5, MIN )K)K )KA; — 7„
SECTION 6-B 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT a
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
NOTES: TRAFFIC, REFER TO STANDARD CO-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT , 2" HIGHER THAN
FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,SEE SHEET 1OF 5. TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT :K )K , SAME AS TOP OF CURB
(4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
NOTES: w
CONSTRUCTION. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C o
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME n IF PRECAST.
A 4' SQUARE LANDING A 4' SQUARE LANDING CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 1.6" 2.4" C C `O
AREA OUTSIDE OF AREA OUTSIDE OF T! WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
TRAVELWAY SHALL TRAVELWAY SHALL -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH O O O O O O z FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
—�� - BE PROVIDED WITHIN
BE PROVIDED WITHIN THE BACK OF CURB. - � 0 0 0 0 0 0 0 0 0 0 0 0
3 3 THE MARKED THE MARKED 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS
N a N CROSSWALK AREA. CROSSWALK AREA. 7„ - O O O O O O O 0 0 0 0 0 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH)
�0 'o Y J LANDING RAMP + 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE
o WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO
V U b 3 � � N N ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A
V) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DECREASE OR AN INCREASE IN DEPTH.
N � = OR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CR OSSW LK C SSWIK o
II U� 11 p I, _150/. TOP OF BASE DIAMETER 0 0 0 0 0 0 O O O O O O O O 0 5 REQUIREMENTSEFOR CG 7 ASASHOWN INEAPPENDIXEA
II I TOP DIAMETER
TYPICAL PLACEMENT C) DETECTABLE WARNING o OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION co
TYPICAL PLACEMENT AT BACK OF CURB N I� �I 0.9"-1.4" I ON GS URBAN STANDARDS. Z Z
AT INTERSECTION AT INTERSECTION CROSSWALK C OSSWALK SEE NOTE 12. BASES DIAMETER I _ VARIABLE FULL WIDTH OF RAMP FLOOR I O
WITHIN CROSSWALK DIAGONAL PLACEMENT TRUNCATED DOME PAY LIMITS 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING � oo
WITHIN CROSSWALK DIAGONAL PLACEMENT DETECTABLE WARNING BARRIER CURB,THE TRANSITION IS TO BE MADE it
(WITH BUFFER STRIP) WITH BUFFER STRIP INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE v
AT REGULAR OPENINGS.
DETAIL w
o
SPECIFICATION XVDOT XVDOT SPECIFICATION '�VC' 0T SPECIFICATION
REFERENCE C G -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS C G -12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS STANDARD 4" CURB REFERENCE
105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 SHEET I OF 5 f REVISION DATE (GENERAL NOTES) 105 SHEET i OF 1 REVISION DATE 105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 07/15 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.02
NOTE:
1. COORDINATE COLOR OF ARMOR TILE WITH AIRPORT MANAGEMENT PRIOR TO INSTALLATION.
CLIENT
Talbert & Bright
PROJECT11
28:1906
SOIL BORING
B-1
M I
PROJECT NAME
DRILL RIG
CHO Pedestrian Access Romp & Staircase
Hand Auger
BORING LOG
SITE LOCATION:
CHO Airport
SURFACE ELEVATION
N/A
DEPTH
ELEVATION
Moisture
(feet)
DESCRIPTION OF MATERIALS
(feet)
DCP
Content
Topsoil
Brown Slily SAND, contains mica, moist (SM)
1
8,5,6
22.1 %
2
7, 7, 9
3
18, 20, 21
23.5%
Redish Brown Silty SAND, contains mica and clay
lenses, moist (SM)
4
25+
Auger Refusal at 4 ft.
DCP = Dynamic Cone Pentameter
WATER LEVEL
DATE PERFORMED
GROUND COVER
N/A
December 19, 2015
Grass
BORING LOGGED BY
TOPSOIL DEPTH (Inches)
[Level determined during drilling,]
ECS Personnel
3 `
SUBGRADE NOTE:
CLIENT
PROJECT #
SOIL BORING
Talbert & Bright
28:1906
B-2
PROJECT NAME
DRILL RIG
CHO Pedestrian Access Ram2 & Staircase
Hand Auger
SITE LOCATION:
SURFACE ELEVATION
CHO Air ort
NIA
BORING LOG
DEPTH
ELEVATION
Moisture
(feet)
DESCRIPTION OF MATERIALS
(feet)
DCP
Content
0
Topsoil
Brawn Silty SAND, contains mica, moist (SM)
1
8, 10, 11
2
11,14,16
15.6%
3
14, 16, 19
Redish Brown Silty SAND, contains mioa and clay
lenses, molst (SM)
21.2%
4
14, 18, 20
25+
Auger Refusal at 4.6 ft.
5
DCP = Dynamic Cane Pentameter
WATER LEVEL
DATE PERFORMED
GROUND COVER
NIA
December 19, 2016
Grass
BORING LOGGED BY
TOPSOIL DEPTH (Inches)
(Level determined during drilling.]
ECS Personnel
4
ORIGINAL AIRPOIRT WAS BUILT ON FILL MATERIAL, INCLUDING
PROJECT SITE HILLSIDE. `,&HILE NOT ANTICIPATED, THE
ENGINEER MAKES NO GUARANTEE THAT EARTHWORK
MATERIALS IDENTIFIED IN BORING LOGS ABOVE WILL BE THE
ONLY EARTHWORK MATERIALS ENCOUNTERED DURING
CONSTRUCTION-
MH-1
1'-9Y4" DIA
THE LETTERS V.D.O.T. ARE OPTIONAL
A"
1"
IF USED THE LETTERS ARE TO BE
CAST IN THE DEPRESSION IN TOP OF
COVER 1' WIDE RAISED HIGH AS
1V2"
e"
SHOWNfie"
/ \
❑❑❑ \�
�/
ye
1y
�'A
'`VlOO r
ROAD AND BRIDGE STANDARDS
SHEET 2 OF 5 REVISION DATE
100.02
SECTION A -A
APPROXIMATE WEIGHT
CAST IRON
FRAME 239 + 12 LBS.
COVER 137 ± 7 LBS.
SECTION B-B
r
TOP
BOTTOM
STANDARD MANHOLE FRAME AND COVER
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
224
302
STFio /'v �l
I',n
„
14
De Vie" R
TYPICAL SECTION
(DIMENSIONS MAY VARY WITH
MANUFACTURER'S DESIGN)
GALVANIZED STEEL STEP
* MINIMUM OF 3" EMBEDMENT
ALUMINUM STEP
STANDARD STEP
VIRGINIA DEPARTMENT OF TRANSPORTATION
GROUND SURFACE
COMPACTED BACKFILL
VARIES 18" (TYP)
NOTE 2 8 OZ. NON -WOVEN FILTER
FABRIC. OVERLAP 18".
SEE NOTE 4.
OPEN GRADED
o� o� AGGREGATE
(VDOT NO. 57)
24" (TYP) o� •o i- 4" PERF. PVC SCH. 40
NOTE 2 DRAINAGE PIPE.
z2R
0 ov 6„
nV�o
UNDERDRAIN DETAIL
NOT TO SCALE
NOTES:
1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS SHOWN ON
SHEET 6 AND ARCHITECTURAL DETAILS.
2. WHERE CONFLICT WITH UNDERDRAIN DIMENSION IS ENCOUNTERED
(SHEET A301, SECTION 4), CONTRACTOR SHALL COORDINATE FIELD
ADJUSTMENT WITH AIRPORT INSPECTOR AND ENGINEER.
3. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH,
17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY
FASTENED.
4. 8 OZ. NON -WOVEN FILTER FABRIC TO BE MIRAFI 180N,
US FABRIC 205NW, OR APPROVED EQUIVALENT.
ST-1
114, GRADE 60, REINFORCING ROD ENCASED IN
A CORROSION RESISTANT RUBBER OR OTHER
MATERIAL APPROVED BY THE ENGINEER.
(DIMENSION MAY VARY WITH MANUFACTURER'S
DESIGN)
CORROSION RESISTANT
MATERIAL
# 4 REINFORCING ROD
CAL SECTION
4 ALL STRUCTURES WITH A DEPTH OF
OTHERWISE NOTED ON THE PLANS.
E 4%2' FROM INSIDE FACE OF
BE 16" C-C.
STEPS SHAD. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN
EXTENDED 4/p" FROM THE FACE OF THE SUPPORT.
STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED
FOR THE ENTIRE DEPTH OF ANY STRUCTURE.
IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED
INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS
FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET
THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND
CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE
OF SUCH STEPS.
ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT
SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED,
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WiTH
ASTM 8221,ALLOY 6005-T5.
THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE
UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS
FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL
SPECIFICATION TC-C-00498A
XVDOT
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
106.09
SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS.
STANDARD MH-i NOTE,
FRAME & COVER THE�1
BRICK
)P OF, MASONRY IS TO BE LEFT
IENTLY LOW TO PERMIT PROPER
WENT OF COVER AND FRAME TO
BY THE USE OF MORTAR OR
AS DIRECTED BY THE ENGINEER.
SECTION B-B
CONCRETE OR
CONCRETE BLOCK
L
HALF PLAN VIEW
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.785
1.437
5
0.7
0.785
1.699
6
0.9
0.785
1.961
7
1.0
0.785
2.223
8
1.2
0.785
2.485
9
1 1.4
0.785
2.747
10
1.6
0.785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
1 0.970
4.903
16
3.4
0.970
5.265
17
4.0
1.173
6.032
INCREMENT
0.45
-
0.582
MANHOLE FOR 12" - 48" PiPE CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
L QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES.
2. A BASE THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3.INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK. CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL--4,,TOP
OF FILL
x
GROUND LINELU
GROUND LINE =
GROUND LINE =
=ijl- -rrrrrrr
Jrr
iTj=iT1= -
I- "'
Ti Tfi-'�F
--=T
-T iTll1-=_rrrrrrrrrr rrrrrrrr
-1-T rrrr 'rrlrr
TI--�1--�==I �I
N
+
T =I I
rrrrrrr rrrrr
I I-11�I
EARTH
ROCK OR
UNYIELDING
I I rrrrr rrrrrrrrrr l
�rr� I�jj EARTH
`v
+
N 1
`I >iI,
SOIL
BEDDING
MATERIAL
_I I _ , 11=11 a
- - - 7
MIN. m m
n T I
MIN. 1/10 D1
MIN. 1/10 D X D X BEDDING
1/10 0 X D X BEDDING
III
- ---
MATERIAL
MATERIAL
X D X
PER 1' OF H
MIN. 8", MAX. 24"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D
TOP OF FILL
TOP OF FILL
TOP OF FILL
x
=
x
- ;.rrrrrrr, rrrrrrr ; _
- rrrrrr, rrrrrrr • _
- rrrrrrrrrrrrrr rrrrrrrrrrrrrrr =
- rrrrrr rrrrr . -_
- rrr rrr
•, d
+ - r r GROUND
= rrrrr rrrrr :• -
= rrrrr rrr: -
- •rrr rr ;
+ GROUND
rrrrrrrrrrrrr rrrrrrrrrrrrr -
= rrrrrrrrrrr rrrrrrrrrrr =
=rrrrrrrrrr rrrrrrrrrr -
o LINE
r d r
o - LINE
+ = rrrrrrrrr d rrrrrrrrrr _ GROUND
cq _ -LINE
=1 = I I EARTH
i I 11 v� ROCK OR
MIN. 1/10 D - UNYIELDING
MIN. 1/10D X D X BEDDING
MATERIAL
%2" PER -- T SOIL
1' OF H X D X
MIN.1/10 O BEDDING EARTH
MIN. 8" BEDDING
MATERIAL
MAX.24" MATERIAL
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT NOTES ® SECT ON 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
FOR GENERAL NOTES ON PIPE BEDDING,
CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00.
REGULAR BACKFILL MATERIAL IN ACCORDANCE
t•
rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL • • WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS. SREQU MCRUSHER TRUN
IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR
AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL.
rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
XVDOT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'
302
SHEET 1 OF 4
REVISION DATE
07/12
VIRGINIA DEPARTMENT OF TRANSPORTATION
303
107.01
Cr3
N `
zg°�
u 20
G4 o
ro�
�j p 00
L Gl r-
Cf)a00
W o � °°
w
W CD
v0
� x
a
z
W
a
O
O
z
ai
Ir
op,LTH OF�t-
,.7.7
47
Q� 9EF'
VCH ISTOPH R R.J
Lic. No. 039401
y-12-Zo» w��sSIONAL ;i/
Date
APRIL 2017
Scale
NONE
Drawn
NTM
Checked
CRJ
Project No.
2215-1502A
Sheet No.
9
Of 12
BeveLED'2'.1
in ..
PROJECT IIWFt."11tNIAT101�1
PROJECT
DATE
TYPE
3021
DOWNLIGHT
BevaLIED 2,1 Recesseid BeveLED 2.1 is the most complete recessed LED downlight product family available from USA[ Lighting,
now with more BeveLED trim finishes, LED classic white color temperatures, innovative housing styles, and dimming driver options than before.
With industry -leading performance, BeveLED 2.1 can provide a solution for any project - commercial, corporate and residential installations.
1" REGRESS DOWNLIGHT
1" Regress
I° Regress
rj Bevel Finish
Flange Finish
4YV 0
5'/a° 0
DIELII` EREFJ PERFORMANCE
BeveLED21 f a<a,
9 Watts
12 Watts
16 Watts
24 Watts
33 Watts
37 Watts
1" REGRESS �1�*"
-
o¢+
-
-
DOWNLIGHT
80+ N1i 1'
80+ ttlGtl
80+10H
80+ ' F�LU1
80+ Hiil1
80+iI0,N
Color Rend�Og Index
CRI
CRI RI
CRI l''
CRI
CRI [
C I R
Lumens ar watt
93
.6H ;'
86
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86
67'?+.
8U
63..
71
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81
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1 0
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2400
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3775
295tT<.
Deliv red Lumens
775
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1025
`8d
13 57
f..tU7
1925
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2400
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000
Color Consistency _
2-Step MacAdam Ellipse
_
Performance based on 3000K
CCT K1UL:1"lPLIr-R
2200K
2700K
3000K
3500K
4000K
80+
80+
IJiFf°
80+
HIGH;;
80+
80+
Color Rendering Index
CRI
CRI
CRI
CRI
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CRI
CRI
Multiplier for
L m n Output
0.72
1 0.94
Z =t
02
3 =
1.00
1,06
90+CRI is not available. for 2200K, 3500K, or4000K
DEEP REGRESS DOWNLIGHT EIJAI REED PFf1F0RlV1A?JCE
BeveLED 21 � �,,.
fit. -t
REGRESS r
9 Watts
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12 Wafts
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16 Watts
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24 Watts
_ ..._ ..: .,AiiDEEP
33 Watts
37 Wattsw
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'30+
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80+ HIGI�
80+ }il
80+ i;lC1H
80+ F{jGji;
80,.Color
Renderin Index
CRI 'CRI s
CRI (Rtr;
CRl Rt:
CRI CRI :
CRI-QRfyCRI
LumensderWatt u
70_
4 -
69
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68
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58
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ORDERING INFORMATION
1"REGRESS
3021
DOWNLIGHT
DEEP REGRESS
Ordering Example: Specify trim code and housing code to order: 3021W - B1- S -10 LRTD4 - 9012 - C3 - 27K_$ - 50 - NC - 277Y - Dla - 17
TRIM ORDERING INFORMATION
TRIM OPTION BEVEL STYLE �LENS FLANGE FINISH
1" REDRESS DOWNLIGHT
S Solho
01 Clear Matte (AC Bevel only)
3021
W Wet location t
B7 I° Regress Bevol, Painted
Round
EML Integral Emergency
Die Cast Matches
(provided
02 Black Anodized IAB Bevel Only)
Downlight
Test Switch 2
Flange Finish
standard)
10 White
I' Regress
TZ 6" TPrhZona
A61 I" Regress gavel,
F Frosted
13 Statuary Bronze
coifing compafible
Black Anodized
21 Black
(NCSM oniyj
AC1 1' Ragl ass Bevel,
NIA with Ol or 02
Cigar Matte Anodized
28 Metalized Gray
flange finishes.
RAL Custom Color
(specify RAL i
-__
DEEP REGRESS DOWNLIGHI
3021
W Wgt location 1
82 2-1/2" Rogross Bevel,
Round
EML Integral Emergency
Painted Die Cost
Downlight
Test Switch I
Matches Flange Finish
Deep
A02 2-1/2" Regress Bevel,
Regress
Black Anodized
AC2 2-1/2" Regress Bevel,
t wethic8don, USe with B1 and
Clear Matte Anodized
62 trims only.
Y See table an page 3.
HDUSING ORDERING INFORMATION
ENGINE SELECT ONE DIMMING DRIVER
HOUSING CODE WATTAGE CODE COLOR REFLECTOR HOUSING TYPE VOLTAGE OPTIONS ACCESSORIES
L-R D4
9009 9W LED
119012 12W LEI)
C3
22KS 2200K, 60+CRI 3
27KS 2700K 8Ur CRI
1" REGRESS
_ -
25 25�heam
DOWNLIGHT
_ - - - - -
FT flat Housing
g
120V
277V
Lr use wwR1 t2Dv or�77V
DIML2 0.10V dim 10%
1" REGRESS DOWNLIGHT
I -- - ------ 4LIGHT
CB27 27" nnel r
C Cha Bars
9016 16W LED
3OKS 3000K,130+CRI
50 50°beam
Now Construction
(provided standard)
CB52 52" C-Channel Bars
9024 24WLED
35KS 35COK,B&CRI
90 9U"heart
IFTisIC-rated up
to 16W maxinlum)
�
DIML4 LutronA$vWre(ECQ1°1"
I
EML Emergency batter/ y
9033 33W LED
- --------
-----
401(S 4000K, 80+CRI
NCSM New Construction
DIML4E Lutron 5 ECO, 5%s3
EMLW Emergency battery,
9037 374V LED
E1 �27KH
2700K, 90+CRI
Narrow Width
)t ° s
DIML4N _u-Ton H E 0 1/ F d
C ° a e
i a
wet location
I30KH 3000K, 80+ CRI
NC New Construction,
DIML6A Eldol-EDO-IOV,0.1%,
TZ 6" TechZone ceiling
all in one
IogariUnnic/Lutron controls
I compatible to
CP Chicago Plenum
DIML6B EIdoLED0-I0VUnear,0.l%,
linear conbols
IC Insulation -Contact
Rated/Airtight^
DIML6E EdaLE00.0,1%,
IDEEP REGRESS DOWNLIGHT
IcgorithrnictLutron centrals
_
DEEP REGRESS
DOWNLIGHT
DIML6F EldoLED0-10V, I%, linear
I controls
CB27 CB52 52" C-Channel Bars
i " C-Channel Bars
G25
NC Now Construction,
27bearn
all in one
DIML7 E!doLEO DALI, 0.1%
` EML Emergency battery'
ComfortCutoff
( CP Chicago Plenum
DIML8 E!doLED DMX0.1%c,l
EMLW Emergency battery,
2 Step MacAdam
C40
40°beam
IC Insulation -Contact
I` wat {ocatiuu 9
_
For use witli 120V only
ellipse is standard
ComfortCutoft
Rated/Airtight
120V
2-wire, I"io
DIML3 20V
for all
only
y
G70
701 beam
DIML19 Phase 2-wire dimming,
Comfort Cutoff
-
1 % 120V on'y 5.8. 8
For use with 34' V oul 4
__-y.
See emergency solutions
See performance
a
chart for EM options with
thesis housings
347V
DIML15 0.10V din), L'/u_347 aniL_
s See emargency aelutions abort
s N/A with 9w
chart far precise
Not available with El
light engine
g t
s NIA with 33W
forore details art ENI options.
evadable
!omen uhfannation
c "latavailabla with E) light
r N/A with FT
housing
Not with 341U
engine
a N/A with rt
light engine
b With NCSM housing only
lu wwvv.usailiphting.cout T12.p River Road r 845-565-85i00
SAI
v2015. USA(, LLC.
info:, usailightinq.corn New Windsor, NY 12553 F E45-561-11 30
All rights reserved.
All designs protected by copyright,
Lighting
Revised 0 )!1B/2017
USAI LIGHTING OR APPROVED EQUIVALENT
LIGHTING NOTES:
1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL
CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF
FOOTCANDLE.
2. SEE ARCHITECTURAL DRAWINGS FOR LIGHT MOUNTING LOCATIONS AND ASSOCIATED REQUIREMENTS.
3. SEE PHOTOMETRIC DATA ON SHEETS 11 AND 12.
4. RAMP LIGHT FIXTURE (16W): 3021-B1-S-10-LRTD4-9016-C3-4OKS
STAIR LIGHT FIXTURE (12W): 3021-81-S-10-LRTD4-9012-C3-40KS
CONCRETE
COLLAR
CLASS A3
A
A
COVER DETAIL
JB-S1, S2, S3
m
SECTION A -A
TOP VIEW 12"
GROUND LINE
•; NUT
.IF
io
J-HOOK WIRE SUPPORT 22
COMPACTED SOIL b" BELOW TOP
AROUND SIDES
OF BOX
GROUNDING ELECTRODE
OPEN BOTTOM 3„
i
o 068. •78,'8 AGGR. 0
PLACED UNDER ENTIRE BOTTOM OF BOX
CONDUIT ENTRANCE
NOTES: SECTION VIEW
N
JUNCTION BOXES MAY BE STRAIGHT OR FLARED WALL IN DESIGN, MATERIALS SHALL TWO RECESSED %" S.S. HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER.
CONFORM TO SECTION 238 OF THE ROAD & BRIDGE SPECIFICATIONS.
BELL ENDS SHALL BE INSTALLED ON THE ENDS OF PVC CONDUITS. ♦ A MINIMUM 2" DIAMETER CONDUIT ENTRANCE IS REQUIRED, UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
GROUNDING BUSHINGS SHALL BE INSTALLED ON THE ENDS OF METAL CONDUITS. J-HOOK WIRE SUPPORTS SHALL BE SECURELY ATTACHED TO THE JUNCTION BOX
BELL ENS AN IN T D D BUSHINGS SHALL BE PLUGGED 0 PREVENT MOISTURE AND RODENT ENTRY. WITH A BOLT AND NUT WITH A NEOPRENE WASHER OR AN EXPANSION FITTING.
DEPTH OF CONDUIT ENTRANCE FOR USE OF MAGNETIC DETECTORS SHALL BE IN CONDUITS SHALL EXTEND 2" TO 3" MAX. INTO THE INSIDE WALL OF THE
ACCORDANCE WITH STANDARD TO-2. JUNCTION BOX.
CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS. THE JUNCTION BOX MAY BE A TWO PIECE DESIGN WITH THE TOP SECTION NO
THAN 17" IN DEPTH.
THE COVER SHALL HAVE ANON -SKID SURFACE WRTH LETTERS CAST IN THE DEPRESSION LESS OE H
ON TOP. THE LETTERS "VDOT ELEC". "VOOT TRAF". "VDOT COMM" OR UTILITY AS VOIDS RESULTING FROM ENTRANCE OF CONDUITS INTO JUNCTION BOXES SHALL
APPLICABLE ARE TO BE V WIDE. COVERS USED F'OR JUNCTION BOXES INSTALLED WITHIN BE COMPLETELY FILLED WITH AN APPROVED MATERIAL.
MUNICIPALITIES AND NOT MAINTAINED BY VDOT SHHALL NOT REQUIRE THE VDOT REFERENCE.
ALL JUNCTION BOXES SHALL BE INSTALLED WITH A GROUNDING ELECTRODE
SPECIFICATION Vp�-r
REFERENCE JUNCTION BOX ROAD AND BRIDGE STANDARDS
700 FOR NON -DELIBERATE TRAFFIC USE REVISION DATE
238 6-15-09 SHEET 1OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 1317.20
ECI-1
PROPOSED
PAVEMENT
M
STANDARD
aMENI
A
JB-Si
13"
JEI-S2
17"
JB-S3
NOTE:
1. CONTRACTOR TO PROVIDE JUNCTION BOX SIZE JB-S2 FOR USE WITH THIS PROJECT UNLESS OTHERWISE
COORDINATED WITH AIRPORT FACILITIES DIRECTOR AND ENGINEER.
SEE
NOTE 4
"SEE NOTE 5
NONMETALLIC OR
METAL CONDUIT
FINISHED GRADE
LOCATOR TAPE
�- SEE NOTE 6
DIRE(CT BURIAL
CONDUCTOR CABLE
FINISHED GRADE
LOCATOR TAPE
SEE
NOTE 4
SEE NOTE 5
NONMETALLIC OR
METAL CONDUIT
NON - PAVEMENT AND PROPOSED PAVEMENT AREA INSTALLATION
ECI-2
PAVEMENT SHALL BE RESTORED IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS.
EXISTING
_\
PAVEMENT
LOCATOR TAPE
/ , /f/B
i�
N /OMPACTED
ACKFILL
EE NOTE 4
M
NONMETALLIC OR
METAL CONDUIT
SEE NOTE 5
NOTES:
1. CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 6"
MAXIMUM WIDE RED PLASTIC LOCATOR TAPE 6" TO 8"
BELOW FINISHED GRADE AND DIRECTLY ABOVE BURIED
CONDUIT OR CONDUCTOR CABLES.
2. CONDUIT INSTALLED UNDER EXISTING OR PROPOSED
ROADWAYS OR SIDEWALK FOR DIRECT BURIED CABLES
SHALL EXTEND 24" BEYOND THE PAVED SURFACE AND/OR
SIDEWALK,
3. WHERE CONDUIT FOR POWER AND CONDUIT FOR
COMMUNICATION ARE TO BE INSTALLED IN CLOSE
PROXIMITY TO EACH OTHER, CONDUITS SHALL BE PLACED
PARALLEL IN A COMMON TRENCH WITH NO LESS THAN 6"
OF SEPARATION BETWEEN CONDUIT SYSTEMS.
4. BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY
FILL (FREE OF ANY STONES, CINDERS, WOOD, ROOTS,
DEBRIS, ETC.).
5. ONE OR MORE CONDUITS AS REQUIRED.
6. ONE OR MORE CONDUCTOR CABLES AS REQUIRED.
7.OFFSETTING OF CONDUIT MAY BE USED FOR TYING INTO
EXISTING CONDUIT SYSTEMS OR BYPASSING OBSTRUCTIONS
AS DIRECTED BY THE ENGINEER.
8. WHEN OFFSETTING CONDUIT TO BYPASS AN OBSTRUCTION,
THE CONDUIT SHALL MAINTAIN A MINIMUM CLEARANCE OF
12" FROM THE CLOSEST POINT OF THE OBSTRUCTION.
PROJECTED CONDUIT LINE
o1`-�
CONDUIT LINE
8 x D D - WIDTH OF OFFSET
EXISTING PAVEMENT AREA INSTALLATION METHOD OF OFFSETTING CONDUIT
XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS ELECTRICAL CONDUIT AND CONDUCTOR CABLE REFERENCE
SHEET 1OF 1 REVISION DATE UNDERGROUND INSTALLATION
700
1318.10
02/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
19
N `
Cn 000
o�
0�
O�
p4 00
)1t00
in 00
0
WW 811
7 a
0
Z 0
Z Z
0 0
0
E3
d
Z
Ir
•CIS
U.I •
r4-2
-4
rI
r�
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t� i
8
CHaPH R R. J F
Lic. No. 039401
y-12-276 17 w
Date
APRIL 2017
Scale
NONE
Drawn
NTM
Checked
CRJ
Project No.
2215-1502A
Sheet No.
10
Of 12
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Lum. Lumens
LLF
[MANUFAC]
Description
Q
48
D16
SINGLE
1459
1.000
USA Illumination, Inc.
3021-B1-S-10-LRTD4-9016-C3-40KS
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min,
Max/Min
Ramp
Illuminance
Fc
12.81
27.4
0.1
128.10
274.00
Prepared by:
LIGHTING VIRGINIA CENTRAL
4000-2 Southlake Blvd.
Richmond, VA 23236
Tel: 804-379-7777
www.lightingvirginia.com
MH = MOUNTING HEIGHT IN FEET
1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE
PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC.
2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER
AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR
DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS.
ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW
COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A. FULL SET
OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTIN4G FIRM
MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY
APPLICABLE JURISDICTIONAL CODES.
3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID.
FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR
TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION,
MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR
SPECIFIER RESPONSIBLE FOR THE PROJECT.
4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY
CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING; VOLTAGE
AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMIINAIRE
MAY AFFECT FIELD RESULTS.
5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE
RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE.
6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC
FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT
IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR
PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE.
L3
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1.8
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1.8
+
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+
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0.5 1.0 3.0 7.
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0.6 1.1 3.1 7.
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4 0 4 8
1" = 4'Ill
scale feet
z �
Z
O
F- 0
9= co
w Cr
0
0
z
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1
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r
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CH ISTOPH R R. 4ER
yt Lic. No. 039401
y-12-00 1 -7w
Date
APRIL 2017
Scale
1' = 4'
Drawn
NTM
Checked
CRJ
Project No.
2215-1502A
Sheet No.
Of