HomeMy WebLinkAboutARB202000027 Plan - Approved 2020-08-28RIVANNA WATER &SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
VAN N
WATER &SEWER AUTHORITY
MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY
SHEET INDEX
Cl
LOCATION MAP
C001
GENERAL NOTES AND LEGEND
C101
EXISTING CONDITIONS AND DEMOLITION PLAN
C103
GRADING AND DRAINAGE PLAN
C104
UTILITY PLAN
C105
LANDSCAPING PLAN
DC1
CIVIL DETAILS - SHEET 1
DC2
CIVIL DETAILS - SHEET 2
E10
PHOTOMETRIC PLAN
E11
LIGHTING CUT SHEETS
ENGINEERING BUILDING ADDITION
SDP2020-15 - MINOR AMENDMENT
AUGUST 2020
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13%,
14
MOORES CREEK ADVANCED
WATER RESOURCE
* RECOVERY
VICINITY MAP
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SANTOWASSO 9 Z men
_ DEPARTMENT OF PLANNING AND COMMUNITY
Lic. No.045376 �� DEVELOPMENT SIGNATURE PANEL:
w HAZEN AND SAWYER
4011 SSIONAL F���� EBLVD, SUITE 00
RALE GH, NORTH CAROLINA 282
CERTIFICATE OF AUTHORIZATION NUMBER: 2771
GENERAL NOTES:
1. SITE INFORMATION HAS BEEN PROVIDED BY SITE SURVEY PREPARED BY
DRAPER ADEN ASSOCIATES DATED OCTOBER 10, 2019.
2. HORIZONTAL CONTROL IS REFERENCED TO NAD 83, VIRGINIA SOUTH ZONE,
AND VERTICAL CONTROL IS REFERENCED TO NAVD 88.
3. FLOOD PLAIN ELEVATIONS FROM FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) FLOOD INSURANCE RATE MAP FIRM PANEL 0289D
MAP NUMBER 51003CO289D DATED FEBRUARY 04, 2005
THE PROJECT IS LOCATED IN ZONE X, AREA OF MINIMAL FLOOD HAZARD.
4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE COMMENCEMENT
OF ANY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING
ELEVATIONS AND DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
FOR RESOLUTION PRIOR TO THE COMMENCEMENT OF WORK.
5. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE
APPROPRIATE AUTHORITIES, DEPARTMENTS, AND/OR AGENCIES HAVING
JURISDICTION PRIOR TO COMMENCING WORK.
6. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING
PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES THAT ARE
NOT INDICATED TO BE DEMOLISHED OR REMOVED. ANY DAMAGE TO
EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES
NOT INDICATED TO BE DEMOLISHED OR REMOVED SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE.
7. UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION
AND TO AVOID DAMAGE TO THEM. THE CONTRACTOR SHALL CONTACT
VIRGINIA 811 AT PHONE NUMBER 811 OR 1-800-552-7001 TO REQUEST
UNDERGROUND UTILITY LOCATION MARK -OUT AT LEAST THREE (3)
WORKING DAYS BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO
BEGINNING EXCAVATION, INCLUDING SOIL DRILLING. THE CONTRACTOR
SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION MARK -OUT FROM
BURIED UTILITY OWNERS WITH UTILITIES ON THE PROJECT SITE THAT ARE
NOT PARTICIPANTS OF VIRGINIA 811.
8. WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES, SUCH THAT
SUPPORT OF THE POLE(S) WILL BE REQUIRED, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING THE UTILITY OF THE WORK. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE UTILITY
FOR SUPPORT OF THE POLE.
9. WHERE OVERHEAD POWER LINES ARE PRESENT, CONTRACTOR MUST
CONTACT THE UTILITY PRIOR TO CONSTRUCTION ACTIVITIES TO DETERMINE
THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC) DISTANCE BASED
UPON LINE STRENGTH.
10. DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR
SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL
SUBMIT TO THE ENGINEER FOR REVIEW SHEET PILING, SHORING AND/OR
BRACING DESIGNS AS MAY BE NECESSARY TO COMPLY WITH THESE
REGULATIONS.
11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DESIGN AND
INSTALLATION OF ALL EXCAVATION SUPPORT AT LOCATIONS AS MAY BE
SUGGESTED ON CONTRACT DRAWINGS OR FOR THEIR OWN CONVENIENCE.
CONTRACTOR SHALL SUBMIT ALL NECESSARY CALCULATIONS, DRAWINGS,
ETC. PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
COMMONWEALTH OF VIRGINIA AS MAY BE NECESSARY FOR REVIEW BY THE
ENGINEER PRIOR TO INSTALLATION. REQUIREMENTS FOR EXCAVATION
SUPPORT DESIGN MAY BE FOUND IN SPECIFICATION SECTION 02200
EARTHWORK, SECTION 3.03.
12. GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE
DISCHARGED TO AN ENVIRONMENTALLY ACCEPTABLE LOCATION IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR AS DIRECTED BY THE
ENGINEER.
13. ALL TEMPORARY FACILITIES ARE SUBJECT TO THE SAME HEALTH AND
SAFETY REQUIREMENTS AS PERMANENT FACILITIES, AS SPECIFIED IN THE
CONTRACT DOCUMENTS AND HEALTH SAFETY PLAN (HASP).
14. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS
GENERATED DURING THE PROJECT OFF SITE AT A PROPERLY PERMITTED
DISPOSAL FACILITY.
fm
15. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL
PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF
REFERENCE AND CONSTRUCTION STAKES. A REGISTERED VIRGINIA LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE SHALL REPLACE PROPERTY
IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE
DESTROYED BY THE CONTRACTOR.
16. FOR REFERENCE BENCHMARKS, SEE DRAWING C101.
TABLE OF EXISTING MONUMENTS
NO ELEVATION SHOWN ON
A 363.80 C101
B 369.55 C101
17. ALL ACCESSIBLE FEATURES INCLUDING PARKING AND ROUTES MUST
COMPLY WITH [CC Al77.1-2009.
18. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISIBLE INSPECTION PERFORMED BY THE
BUILDING DEPARTMENT.
19. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS.
20. BUILDING PERMITS REQUIRED FOR NEW TRAILER INSTALLATION.
STRUCTURE LIFE SAFETY INFORMATION:
1. PROPOSED OFFICE TRAILER IS 1410 SF. EXISTING OFFICE TRAILERS ARE
3082 SF, FOR A OVERALL OFFICE TRAILER COMPLEX AREA OF 4492 SF.
EXISTING STRUCTURES ARE NOT SPRINKLED AND PROPOSED STRUCTURE
WILL NOT BE SPRINKLED.
2. PROPOSED TRAILER IS TYPE 5 B UNPROTECTED CONSTRUCTION, OR AS
NOTED OTHERWISE BY TRAILER MANUFACTURER.
3. BUILDING OCCUPANCY CLASSIFICATION IS BUSINESS GROUP B.
LEGEND
SITE INFORMATION
PROJECT DESCRIPTION:
THE RIVANNA WATER AND SEWER AUTHORITY IS PROPOSING SITE IMPROVEMENTS
TO FACILITATE THE EXPANSION OF THE EXISTING ENGINEERING BUILDING OFFICE
SPACE. THE OVERALL PROJECT INCLUDES THE ADDITION OF AN OFFICE TRAILER
AND AN EXPANSION TO THE EXISTING PARKING AREA. THE SITE IMPROVEMENTS
WILL INCLUDE CONCRETE PIERS TO SUPPORT THE PROPOSED ENGINEERING
BUILDING, AND A RETAINING WALL AROUND THE PARKING LOT EXPANSION. A
CANOPY WILL BE ADDED TO THE WALKWAY BETWEEN THE EXISTING AND
PROPOSED ENGINEERING BUILDINGS. THE OFFICE TRAILER WILL BE PROVIDED AND
PLACED ON THE PIERS BY OTHERS. ALL OTHER SITE IMPROVEMENTS, INCLUDING
UTILITY HOOKUPS AND PIERS, ARE THE RESPONSIBLY OF THE CONTRACTOR UNDER
THIS CONTRACT. THIS PROJECT WILL RESULT IN APPROXIMATELY 0.43 ACRES OF
DISTURBANCE.
EXISTING SITE CONDITIONS:
THE PROJECT IS AT THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY
FACILITY (MCAWRRF) LOCATED AT 695 MOORES CREEK LANE, CHARLOTTESVILLE VA
22902. THE PROPERTY IS LOCATED IN UNINCORPORATED ALBEMARLE COUNTY. THE
PROPOSED TRAILER WILL BE LOCATED DIRECTLY ADJACENT TO THE EXISTING
ENGINEERING BUILDING, AND THE PROPOSED PARKING IS AN EXPANSION TO THE
EXISTING PARKING LOT. TOPOGRAPHY IN THIS AREA IS GENTLY SLOPED ALONG THE
EXISTING INFRASTRUCTURE, RANGING IN ELEVATIONS FROM 365 FT TO 368 FT.
IMMEDIATELY SOUTH OF THE ENGINEERING BUILDING AND PARKING LOT GRADE
SHARPLY DROPS OFF TO A 2:1 HILLSIDE. THERE ARE A FEW TREES ADJACENT TO
THE ENGINEERING BUILDING AND PARKING LOT, AND THE HILLSIDE IS DENSELY
WOODED.
THE NEAREST BODY OF WATER IS MOORES CREEK, WHICH IS APPROXIMATELY 200
FT DOWNSTREAM FROM THE PROJECT AREA. MOORES CREEK ULTIMATELY
DISCHARGES TO THE RIVANNA RIVER. ACCORDING TO THE 2016 TMDL REPORT,
MOORES CREEK STREAM SEGMENT IS SEVERELY IMPACTED FOR ITS AQUATIC LIFE
USE. SEDIMENT WAS SELECTED AS THE MOST PROBABLE STRESSOR. THE PROJECT
IS LOCATED IN ZONE X, AREA OF MINIMAL FLOOD HAZARD.
THE MCAWRRF PARCEL IS BOUND TO THE SOUTH BY THE 1-64 CORRIDOR. TO THE
WEST AND NORTH ARE MULTIPLE OPEN PARCELS, ZONED RURAL AND LIGHT
INDUSTRIAL. TO THE NORTHEAST AND EAST ARE TWO ADDITIONAL PARCELS, BOTH
OWNED BY RIVANNA WATER AND SEWER AUTHORITY.
OFF -SITE AREAS:
NO OFFSITE DISTURBANCE IS PROPOSED AS A RESULT OF THIS PROJECT.
SOILS:
SOIL TYPES FOUND AT THE MCAWRRF SITE WERE IDENTIFIED BASED ON
INFORMATION OBTAINED FROM THE UNITED STATES DEPARTMENT OF
AGRICULTURE (USDA), NATURAL RESOURCE CONSERVATION SERVICE (NRCS). THE
SITE LIMITS OF DISTURBANCE IS COMPOSED OF TWO TYPES OF SOILS, COLVARD
FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES (83), AND RABUN CLAY LOAM, 15 TO 25
PERCENT SLOPES (71 D). COVARD FINE SANDY LOAM IS IN HYDROLOGIC SOIL GROUP
(HSG) A, AND RABUN CLAY LOAM IS IN HSG B.
CRITICAL EROSION AREAS:
A PORTION OF THE IMPROVEMENTS ARE LOCATED ON 2:1 SLOPES, CLASSIFIED AS
MANAGED STEEP SLOPES BY ALBEMARLE COUNTY. TO PREVENT EROSION, ALL
DISTURBED STEEP SLOPES WILL BE STABILIZED WITH GRASS COVER AND SOIL
STABILIZATION BLANKETS. RETAINING WALLS IN THE MANAGED SLOPES HAVE BEEN
LIMITED TO U TO CONFORM TO THE ALBEMARLE COUNTY ORDINANCE.
EROSION AND SEDIMENT CONTROL MEASURES:
TEMPORARY MEASURES:
• SILT FENCE PER STD 3.05
• TEMPORARY SEEDING PER STD 3.31
PERMANENT MEASURES:
• RIPRAP OUTLET PROTECTION PER STD 3.18
• SOIL STABILIZATION BLANKETS PER STD 3.36
• PERMANENT STABILIZATION: AREAS OF THE SITE THAT WILL NOT BE PAVED
WILL BE SEEDED AND MULCHED ACCORDING TO THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK REQUIREMENTS.
STORMWATER RUNOFF CONSIDERATIONS:
QUALITY
THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) SPREADSHEET FOR
RE -DEVELOPMENT WAS USED TO DETERMINE THE NUTRIENT REDUCTION
REQUIREMENTS. THE PROPOSED PROJECT IS REQUIRED TO REDUCE THE TOTAL
PHOSPHORUS LOAD BY 0.21 LBS/YR. TO MEET THIS REQUIREMENT, 0.21 LBS/YR OF
PHOSPHORUS WILL BE PURCHASED FROM A NUTRIENT BANK WITHIN JAMES RIVER
BASIN. THIS PROJECT AREA IS IN THE 02080204 - JAMES 8 DIGIT HUC, AND PURSIANT
TO THE CODE OF VIRGINIA SECTION 62.1-44.15:35 NUTRIENT CREDITS WILL BE
PURCHASED FROM A BANK WITHIN THE NEIGHBORING 8 DIGIT HUC (02080203).
QUANTITY
PEAK FLOW WAS CALCULATED FOR THE PROJECT AREA USING TR-55
METHODOLOGIES. THE PRE -DEVELOPMENT PEAK FLOW FROM THE 2 AND 10-YR
24-HR STORMS ARE 0.8 CFS AND 1.7 CFS, RESPECTIVELY. THE POST -DEVELOPMENT
PEAK FLOW FROM THE 2 AND 10-YR 24-HR STORMS ARE 1.2 CFS AND 2.3 CFS,
RESPECTIVELY.
UNDER PRE -DEVELOPMENT CONDITIONS, RUNOFF FROM THE PROJECT AREA
SHEET FLOWS AWAY FROM THE ENGINEERING BUILDING AND PARKING LOT AND
DOWN A STEEP HILL. NO CHANGE IN OVERALL DRAINAGE PATTERNS IS PROPOSED
POST -DEVELOPMENT. THE INCREASE IN SHEET FLOW FOR THE 2 AND 10-YR 24-HR
STORM IS 0.4 CFS AND 0.6 CFS, RESPECTIVELY. AT THE POINT OF OUTFALL THE
DRAINAGE AREA OF MOORES CREEK IS APPROCIAMTELY 35.1 SQUARE MILES. GIVEN
THE MINIMAL INCREASE IN PEAK FLOW AND THE LARGE DRAINAGE AREA OF
MOORES CREEK, THE PROPOSED DEVELOPMENT WILL NOT CONTRIBUTE TO
DOWN -GRADIENT EROSION, SEDIMENTATION, OR FLOODING.
THE PARKING LOT EXPANSION WILL BE CURBED AND RUNOFF WILL DISCHARGE
THROUGH A CURB CUT. A RIPRAP OUTLET PROTECTION PAD HAS BEEN DESIGNED IN
ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
(VESCH) TO ENSURE FLOW IS NON -EROSIVE FOR THE 2 AND 10-YEAR STORMS.
EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CHECKED AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MORE FREQUENT,
AND SHOULD BE CLEANED AND REPAIRED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. EROSION AND SEDIMENT CONTROLS WILL BE CHECKED REGULARLY FOR
UNDERMINING OR DETERIORATION AND BUILDUP OR CLOGGING WITH
SEDIMENT. CORRECTIVE ACTION SHALL BE TAKEN IMMEDIATELY.
2. FREQUENT INSPECTIONS AND CLEANING OF MUD AND DEBRIS FOUND
OUTSIDE OF THE LIMITS OF DISTURBANCE IS REQUIRED, ALONG WITH ANY
OTHER REMEDIES REQUIRED BY THE COUNTY.
3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD
STAND OF GRASS IS MAINTAINED. AREAS SHALL BE RESEEDED AS NEEDED.
TEMPORARY STABILIZATION WILL BE USED AS REQUIRED BY THE COUNTY.
TEL PED
POWER POLE
SF
O
g�M
SF
SILT FENCE
SOIL STABILIZATION BLANKETS
NEW DEMO EXISTING
NEW
EXISTING
NEW
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BUILDING/STRUCTURE
X X FENCE
(RESET/NEW)
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APPROXIMATE WOODLINE
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- - - - - -
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ROCK OUTLET PROTECTION
7 GRAVEL ROAD
300
300
CONTOUR
----------
STORM DRAIN LINE
TS
TEMPORARY SEEDING
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MANHOLE
SLOPE STABILIZATION MATTING
CONCRETE
ITT AND GUTTERURB
X 302.00
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SPOT ELEVATION
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PERMANENT SEEDING
PROPERTY LINE
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TREE PROTECTION FENCE TPF
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MANAGED SLOPES
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CURB INLET
- - -
SOIL TYPE BOUNDARY
LIMITS OF DISTURBANCE - •
13
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END SECTION
(LAR�
PROJECT
ENGINEER:
DESIGNED BY:
CHECKED BY:
2 REGULATORY REVIEW 08/2020 LMS IF THIS BAR DOES NOT
1 REGULATORY REVIEW 05/2020 LMS MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
§1T.9 .
A. MARCH
A. MARCH
B. EDWARDS
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
y NLTH ��� RIVANNA WATER & SEWER AUTHORITY
��� CHARLOTTESVILLE, VIRGINIA
L. MICHAEL 9
Haze
SANTOWASSO
Lic. No.045376 w� HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE
SSIo 6�� 4011 WRA EIGHENC 2D7607ITE 500 RECOVERY FACILITY
�,.. NAL ENGINEERING BUILDING ADDITION
ABBREVIATIONS
EOP
EDGE OF PAVEMENT
LOC
LIMITS OF CONSTRUCTION
OHE
OVERHEAD ELECTRIC
FOC
FIBER OPTIC CABLE
LP
LIGHT POLE
UGE
UNDERGROUND
ELECTRIC
PP
POWER POLE
SITEWORK
CIVIL
GENERAL NOTES AND LEGEND
G
GAS
SS
SANITARY SEWER
W
WATER
IL'
PROPERTY LINE
CENTER LINE
RECM
ROLLED EROSION
CONTROL MATTING
DATE: AUGUST 2020
HAZEN NO.: 31442-002
CONTRACT NO.: 01
DRAWING
NUMBER:
coo
NOTES:
REMOVE W
HAND RAIL,
REMOVE C(
REMOVE C(
TREE REM(
PLAN
SCALE: 1" = 20'
PROJECT
ENGINEER: B. EDWARDS NLTH
DESIGNED BY: A. MARCH
PRELIMINARY DRAWING o L. MICHAEL o
DRAWN BY: A. MARCH DO NOT USE FOR u SANTOWASSO Haze
CHECKED eY: B. EDWARDS CONSTRUCTION o Lip. No.045376 HAZEN AND SAWYER
2 REGULATORY REVIEW 08/2020 LMs IF THIS R DO 0 11�� 4011 WESTCHASE BLVD, SUITE 500
1 REGULATORY REVIEW 05/2020 LMS MEASUREEN DRAWING � �SSI�NAL �RALEIGH, NC 27607
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
1. CONTRACTOR SHALL COORDINATE WITH PLANT
STAFF ABOUT RELOCATION OF SPEED LIMIT SIGN.
2. CONTRACTOR SHALL HAVE VIRGINIA LICENSED
SURVEYOR ESTABLISH NEW BENCHMARK TO
REPLACE BENCHMARK DEMOLISHED IN NEW
LOCATION WHICH WILL NOT INTERFERE WITH
CONSTRUCTION ACTIVITIES.
3. COMMUNICATIONS STRUCTURE SHALL BE LOCATED
OUTSIDE OF PROPOSED PARKING LOT AREA.
CONTRACTOR SHALL COORDINATE RELOCATION
WITH CENTURY LINK.
4. DEMOLITION OF WOODEN RAMP AND HANDRAIL
SHALL BE COORDINATE WITH PLANT STAFF.
TIMEFRAME EXISTING ENGINEERING BUILDING IS
WITHOUT ADA ACCESS SHALL BE KEPT TO A
MINIMUM.
5. THE PROJECT AREA IS OUTSIDE THE 100-YEAR
FLOODPLAIN, 100 FT STREAM BUFFER, AND STATE
DAM BREAK INUNDATION ZONES. THE PROJECT
AREA IS WITHIN THE FEDERAL DAM BREAK
INUNDATION ZONE.
RELOCATE COMM. STRUCTURE,
SEE NOTE 3
RELOCATE SIGN,
SEE NOTE 1
AREA TO BE CLEARED AND GRUBBED, TYP
BENCHMARK B
ELEV:369.55
CHISELED SQUARE ON CORNER OF CONC. PAD
TREE REMOVAL
ELECTRICAL STRUCTURE TO BE
MODIFIED, SEE ELECTRICAL PLANS
SCALE: 1" = 20'
SITEWORK
CIVIL
EXISTING CONDITIONS AND DEMOLITION PLAN
DATE: AUGUST 2020
HAZEN NO.: 31442.002
CONTRACT NO., 01
DRAWING
NUMBER:
C101
a
v
O J
00
U
J —
� Z
U U
� U
a SCALE: 1" = 10' _
SF
NOTES:
- - - I 1. ANY AREA DISTURBED WITHIN THE MANAGED
SLOPES OVERLAY SHALL BE STABILIZED WITH SOIL
I_ .... LL STABILIZATION MATTING, SEE DETAIL 1/DC2.
I 2. RIPRAP OUTLET PROTECTION PAD SHALL BE 12'
O \� II CONTRACTOR O O WIDE X 10' LONG X 2' THICK WITH TYPE 11
LAYDOWN AREA TS PS LIMITS OF DISTURBANCE, TYP SEPARATOR GEOTEXTILE UNDERNEATH. RIPRAP
LLI
�60 LL TPF PF I SHALL BE CLASS I PER VDOT ROAD AND BRIDGE
_ t4 I ti) SPECIFICATIONS.
TPF SF SF SF W II SILT FENCE, TYP
TPF O 3. CONTRACTOR SHALL KEEP EXISTING ROADWAY
0- 366 TPF 3F 1 I 0227000 FREE OF SEDIMENT AT ALL TIMES. IF SEDIMENT
F 3 a T TRACKING DOES OCCUR, CONTRACTOR SHALL
LLI TPF SF W TREE PROTECTION FENCE, TYPFDC2] TAKE ACTION IMMEDIATELY TO REMOVE DEBRIS
W SF I FROM EXISTING ROAWAY.
I 1pF \ - SF SF -TPF
W TS P / F F SF SF SF SF SF SF TPF �
Z LL TPF T� TPF TPF TPF TPF TPF
v TPF TPF LIMITS OF DISTURBANCE = 0.43 ACRES
SOIL: 71D 10 s 0 10,
SLOPE STABILIZATION MATTING SCALE: 1" = 10'
VV F1 FDC2]
1
SCALE: 1" = 10'
PROJECT
ENGINEER: B. EDWARDS ALTH
DATE: AUGUST 2Q2Q
RIVANNA WATER &SEWER AUTHORITY
DESIGNED BY: A. MARCH �Haze CHARLOTTESVILLE, VIRGINIA HAZENNO.: 31442-002
PRELIMINARY DRAWING o L. MICHAEL SITEWORK
DRAWN BY: A. MARCH DO NOT USE FOR u SANTOWASSO 9 CIVIL CONTRACT NO.: 01
CHECKEDeY: B. EDWARDS CONSTRUCTION .6 Lip. No.045376 � HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE EROSION AND SEDIMENT CONTROL PLAN DRAWING
NUMBER:
2 REGULATORY REVIEW 08/2020 LMS IS E1DOES NOT 4011 WESTCHASE BLVD, SUITE 500 RECOVERY FACILITY
1 REGULATORY REVIEW 05/2020 LMS MEASURE 1"THENDRAWING 0 1/2 1 �SSIQNAL � �1 RALEIGH, NC 27607
REV ISSUED FOR DATE BY
IS NOT TO FULL SCALE � ENGINEERING BUILDING ADDITION C102
co
c�
INTERNAL PROPERTY LINE, TYP
CURB AND GUTTER
1 0242000
ASPHALT PAVEMENT
0251000 O
TIE SIDEWALK INTO EXISTING.
ELEVATIONS, 1:48 MAXIMUM SLOPE
CURB AND GUTTER 0242000
- - LANDSCAPING, TYP
- - - 4' SIDEWALK, TYP
_ 0245000
ADA CURB RAMP WITH PDC1
DETECTABLE WARNING STRIP,
SEE NOTE 2
— II
JEERING BUILDING
FFE = 366.20
ALUMINUM LANDING AND
ADA RAMP TO BE PROVIDED
BY TRAILER SUPPLIER
WALL MOUNTED LIGHTING
FIXTURE, TYP
SEE ELEC DWGS
LJ
CANOPY TO BE RESTRUCTURED TO
ACCOMMODATE PROPOSED TRAILER
PROJECT
ENGINEER:
DESIGNED BY:
3y2
CHECKED BY:
2 REGULATORY REVIEW 08/2020 LMS IF THIS BAR DOES NOT
1 REGULATORY REVIEW 05/2020 LMS MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
36A
ENGINEERING BUILDING
FFE = 366.20
60' X 23.5'
(BY OTHERS)
/343
A. MARCH
A. MARCH
B. EDWARDS
0 1/2" 1"
PARKING LOT
EXISTING SPACES: 8
PROPOSED:20
ASPHALT PAVEMENT
0251000
- PAVEMENT JUNCTION -
OZ51301
ADA PARKING SPACE,
\ SEE NOTE 1 LANDSCAPING ISLAND,
1� .. .... SEE NOTE 4
0
-L� P 1
0
0
VRNUC. JOV.VV
TW: 365.50
BW: 363.52
342
340
337
PLAN
SCALE: 1" = 10'
GRADE: 366.00
TW: 366.50
GUARD RAIL BW: 361.62
0244503
RETAINING WALL, C
HEIGHT VARIES DCl
CURB AND GUTTER, TYP
0242000
TREE LINE, TYP
4' CURB CUT WITH RIPRAP
OUTLET PROTECTION PAD
STAIRS WITH LANDING AND HANDRAIL
TO BE PROVIDED BY TRAILER SUPPLIER
#57 STONE, SEE NOTE 3
CONCRETE PIER, TYP, SEE
STRUCTURAL DRAWINGS
O
LIGHT POLE, TYP
SEE ELEC DWGS
GRADE: 367.00
TW: 367.50
BW: 361.89 —
RIVANNA WATER & SEWER AUTHORITY
Haze
CHARLOTTESVILLE, VIRGINIA
PRELIMINARY DRAWING o L. MICHAEL
DO NOT USE FOR SANTOWASSO 9
CONSTRUCTION �o Lc. Na.045376 HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE
��SSI�NAL 4011 WENC 2D7 SUITE 500 RECOVERY FACILITY
RA EIGH
ENGINEERING BUILDING ADDITION
G'.
wO
NOTES:
1. ACCESSIBLE PARKING SPACE AND ACCESS AISLE SHALL BE AS PER THE
REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA). ACCESS
SPACES SHALL HAVE PAVEMENT MARKINGS, SIDEWALK ACCESS RAMP AND
SIGNAGE. SIGN MUST INCLUDE PHRASE "VAN -ACCESSIBLE." SIGNS SHOULD BE
MOUNTED SO THAT THE LOWER EDGE OF THE SIGN IS AT LEAST SEVEN (7)
FEET ABOVE THE GROUND. SEE DETAIL 1 ON DC1.
2. CURB RAMP SHALL HAVE A MAXIMUM SLOPE OF 1:12 AND A MAXIMUM CROSS
SLOPE OF 1:48. SIDE FLARE MAY HAVE A MAXIMUM SLOPE OF 1:10. PROVIDE A
LANDING PAD WITH MINIMUM DIMENSIONS OF 26" X 48" AT TOP OF CURB LAMP.
3. PROVIDE 6" THICK SECTION OF #57 STONE IN AREAS BETWEEN EXISTING AND
PROPOSED ENGINEERING BUILDING, DIRECTLY UNDER TRAILER, AND 4'
BEYOND TRAILER WALLS ON SOUTH AND EAST SIDES. PROVIDE TYPE II
GEOTEXTILE SEPARATOR BENEATH GRAVEL LAYER.
4. CURB AND GUTTER SHALL BE INSTALLED TO ALLOW DRAINAGE THROUGH BACK
OF CURB ISLAND TO CURB CUT.
5. PER ALBEMARLE COUNTY CODE 30.7.5.; RETAINING WALLS SHALL BE A
MAXIMUM HEIGHT OF 6 FT. MAXIMUM RETAINING WALL HEIGHT AS DESIGNED IS
5.6 FT.
Q
3q0\
360
GRADE: 368.00
TW: 368.50
BW: 364.00
SCALE: 1" = 10'
SITEWORK
CIVIL
GRADING AND DRAINAGE PLAN
0
GRADE: 368.40
TW: 368.90
BW: 365.55
C
1 1 1
DATE: AUGUST 2020
HAZEN NO.: 31442-002
CONTRACT NO.: 01
DRAWING
NUMBER:
C103
m
2 REGULATORY REVIEW
1 REGULATORY REVIEW
REV ISSUED FOR
J
m
1
L
FIRE HYDRANT 3
WITH 6" TSBV, O
SEE NOTE 5 DC2
I
� W
6„ PW o
— W W O
W
36—---�_ W
W
WALL MOUNTED
I I
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
08/2020 LMS IF THIS BAR DOES NOT
05/2020 LMS MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
w
JEERING BUILDING
FFE = 366.20
A. MARCH
A. MARCH
B. EDWARDS
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
1„ PW
Z-
ENGINEERING
BUILDING
(BY OTHERS)
1
450 VERTICAL BEND, TRANSITION
TO BELOW GRADE PIPING
LIGHTING FIXTURE, TYP 6,
rn
WATER METER, PROTECT
DURING CONSTRUCTION
LIGHT POLE, TYP
v V
VALVES, PROTECT DURING
CONSTRUCTION
PRV AND RPZ FOR TRAILER WATER SERVICE,
PROPOSED CONNECTION SHALL BE LOCATED
DOWN STREAM OF STRUCTURE
TEE CONNECTION TO WATER SERVICE
1" PW, COPPER PIPE
TRAILER CONNECTION, SEE NOTE 3
NEW TREE LINE, TYP
E
NOTES:
1. LOCATION OF 4" SS LINE APPROXIMATE, NOT
FROM SURVEY. CONTRACTOR SHALL DETERMINE
EXACT LOCATION AND ELEVATION IN FIELD.
2. PROPOSED 4" SS SHALL HAVE A MINIMUM SLOPE
OF 1/8" PER FOOT.
3. EXACT LOCATION OF WATER AND SEWER
CONNECTION TO BE DETERMINED IN FIELD. ALL
ABOVE GROUND WATER PIPING MUST BE HEAT
TRACED.
4. LOCATION OF 1" PW LINE APPROXIMATE, NOT
FROM SURVEY. CONTRACTOR SHALL DETERMINE
EXACT LOCATION AND ELEVATION IN FIELD. IF A
CONFLICT EXISTS, 1" PW SHALL BE RE-ROUTED
TO AVOID BUILDING PIERS.
5. CONTRACTOR SHALL CONTACT ALBEMARLE
COUNTY SERVICE AUTHORITY (ACSA) 3 WORKING
DAYS PRIOR TO WORK ON THE ACSA WATER MAIN
FOR THE NEW HYDRANT.
W
REPAIR WOODEN RAMP, 345 \�
LANDING, AND CANOPY
INTERNAL PROPERTY LINE 348
SANITARY SEWER CLEANOUT ��
4" SS PVC SCH80, SEE NOTE 2
WYE CONNECTION TO 4" SS
AND CLEANOUT, SEE NOTE 3
GRINDER PUMP STATION
a
L. MICHAEL
SANTOWASSO
Lic. No.045376
SCALE: 1" = 10'
Hazen
342
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE
4011 WESTCHASE BLVD, SUITE 500 RECOVERY FACILITY
RALEIGH, NC 27607 ENGINEERING BUILDING ADDITION
360
DATE: AUGUST 2020
HAZEN NO.: 31442-002
S I T E W O R K CIVIL CONTRACT NO.: 01
DRAWI
UTILITY PLAN N MBER
C104
0
LANDSCAPING LEGEND
0
D
DWARF ENGLISH
BOX WOOD
H
BURFORD HOLLY
M
RED MAPLE------�—
64\ —�--- --- --- --- ---
Ln
C0
ENGINEERING
BUILDING
(BY OTHERS)
a EX TREE 1
SEE LANDSCAPING LEGEND
WALL -MOUNTING LIGHTING
FIXTURE, SEE ELEC DWGS
33'
m
IN
NOTES:
1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL
BE ALLOWED TO REACH, AND MAINTAINED AT,
MATURE HEIGHT; THE TOPPING OF TREES IS
PROHIBITED. SHRUBS AND TREES SHALL BE
PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
I IVia'Ir� l I I- I°~����,1 I� � _�— r � � �;
30'
NEW TREELINE
EX TREE 3
8.5" CALIPER
43'
EX TREE 4
4" CALIPER
358
36633
C.
SEE LANDSCAPING
LEGEND
/365i / EX TREE 2
4" CALIPER 348 EX TREE 5
3y2 CLUSTER OF TREES \
/360 ..nA
SHRUB PLANTING SCHEDULE
SCIENTIFIC
MATURE PLANT
CONTAINER
HEIGHT AT
TYPE
QTY
COMMON NAME
SPACING
NAME
SIZE
SIZE
INSTALLATION
SHRUB
4
BUXUS SEMPERVIRENS
DWARF ENGLISH
3'-15'
3 GAL
18"
5'
"SUFFRUTICOSA"
BOXWOOD
SHRUB
4
IIEX COMUTA
"BURFORDII"
BURFORD HOLLY
3'-15'
3 GAL
18"
5'
TREE PLANTING SCHEDULE
TYPE
QTY
SCIENTIFIC
COMMON NAME
MATURE PLANT
CALIPER AT
NAME
SIZE
INSTALLATION
MED. SHADE TREE
2
ACER RUBRUM & CVS.
RED MAPLE
40' - 50'
2.5" CALIPER
PROJECT
ENGINEER: B. EDWARDS
DESIGNED BY: A. MARCH
DRAWN BY: A. MARCH
CHECKED BY: B. EDWARDS
REGULATORY REVIEW
08/2020
LMS
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE V THEN DRAWING
IS NOT TO FULL SCALE
REGULATORY REVIEW
05/2020
LMS
ISSUED FOR
DATE
BY
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
is
L. MICHAEL 9
SANTOWASSO
Lic. No.045376
L
PLAN
SCALE: 1" = 10'
J
ROOT CROWN TO BE
AT FINISH GRADE OR
1-2" ABOVE GRADE 2" SETTLED
LAYER OF MULCH
FINISH GRADE
TILLED OR BROKEN
UP SOIL MIN 12" DEEP
Hazen
2X WIDTH OF
ROOTBALL
NOTES:
1. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT BALL OR
CONTAINER.
2. SCARIFY SUBGRADE AND SIDES OF PLANTINGS HOLE WHEN PLANTING IN CLAY
SOIL.
3. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE, OR 1-2"
ABOVE IF THE SOIL IS PRONE TO SETTLING.
4. IF B&B PLANT, REMOVE BURLAP FROM AT LEAST THE TOP 12 INCHES OF THE
ROOT BALL, WITHOUT DISTURBING THE ROOT BALL. REMOVAL ALL CORD
FROM THE TRUNK. REMOVE BURLAP AND WIRE BASKET FROM THE ROOT BALL.
5. BACK FILL THE PLANTING HOLE WITH EXCAVATED NATIVE SOIL, BROKEN UP
OR TILLED. WATER TO REMOVE AIR POCKETS. DO NOT ADD AMENDMENTS.
6. PLACE MULCH ON THE SURFACE TO A (SETTLED) DEPTH OF 1 TO 3 INCHES.
SHRUB PLANTING DETAIL
DETAIL 1
SCALE:NTS C105
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE
4011 WESTCHASE BLVD, SUITE 500 RECOVERY FACILITY
RALEIGH, NC 27607 ENGINEERING BUILDING ADDITION
SITEWORK
CIVIL
LANDSCAPING PLAN
SCALE: 1" = 10'
DATE: AUGUST 2020
HAZEN NO.: 31442.002
CONTRACT NO., 01
DRAWING
NUMBER:
C105
LUMINAIRE SCHEDULE
SYMBOL TYPE QUANTITY IMANUFACTURERF CATALOG # DESCRIPTION LAMP WATTAGE
LW1 2 HOLOPHANE HLWPC2P10 40K AS T3M HLWPC2, 10 LED'S, 40K CCT, TYPE 3 MEDIUM, LED 28
BKDSP FULL CUTOFF, BLACK ALUMINUM HOUSING
LEOTEK GC1 F-SERIES, 80F LED, 120V, 40K CCT, TYP 2,
LL1 4 ELECTRONICS GC1-80E-MV-NW-2XX-350 350mA DRIVE CURRENT, FULL CUTOFF, GRAY LED 85
ALUMINUM POLE AND HOUSING
STATISTICS
LLF
UNIFORMITY
(Light Loss
COMPLIANCE WITH
DESCRIPTION
CALC. ZONE
AVG. (fc)
MAX. (fc)
MIN. (fc)
(AVG/MIN)
Factor)
ALBEMARLE COUNTY
PARKING LOTS
1
2.6fc
5.7fc
0.7fc
3.7:1
1.0
YES
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
0.0
+
0.0
+
0.0
0.0
+
0.0
....
0.0
0.0
0.0
-+atioos
o.
�- anoos -0.
0.0 0.0 0.0 0.0 0.0
+-
0.0
moos
0.0 0.0
5
'd�
_+
0.0 -
+
wa; -�$-
+ +
Aw -0 0_
+
jq q
+
0.0
+
0.0
+
0.0
+ -d"
a� 0�0
-
0.0
0.0
0.0
+
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
anoos
-
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1
0.0 I
+0.0
+0.0
An
0.0
0'0
0'0
0'0
0,0
0'0
0,0
0'0
0'0
0.0
0.0
0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
0.0
0.0
1+0-0
0.0
+0.0
0.0
+0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
+0.0
+0.0
0.
+0.0
+0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
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0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+0.0
0.0
+0.0
0.0
+0.0
+0.0
+0.0
+0.0
+0.0
+
0.
0.
+
+
0
+.0
0
0.0
+
+
+
+
0.0
+
0.0
+
0.1
+
0.1
+ 1
0�1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
+
0.1
0.0
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+
0.0
+0.0 1 1 +0.0 1 1 l i ! 1 1 1 :: 01 !!
10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.1 10.1 10.2 1
1
+0.0 +0.0 +0.0 II +0
+0.0 +0.0 +0.0 +O.O I
WALL -MOUNTED
LIGHTING FIXTURE, TYP.
+0.0 +0.0 +0.0 +0.0 0
+0.0 +0. +0.0 +0.0 .0
2 REGULATORY REVIEW
1 REGULATORY REVIEW
REV ISSUED FOR
C7
+0.2 +0.2 +0.1 0 11
---
+ + + +0.6 0.6
+.
+.
+.4
+0.4 +0.4
+1.3 +1 3
+1. +1.0 +1.2 +1.2 +1.2 +1.3
1.2
1.
- - - -
+ + + +1.7 +1.5 +1.7
+1.6
+1.5
+1.4
+1.4 +1.3 +1.2
+ 8 + 0 +22 +22 + +23
22
22
+ + +
_
+ + + .5
+2.6
+2.7
V5
+2.3 +2.1 +2.1
+.4 +.5 2.7 +2.9 +2.8
+2.9
-�3.
3.
.E +26-
LW1 3.
LL1 + .4 .0 .9 .0
+2.9
+3.1
+3.2
2. +2. + .6
4.
+
+ LL1 +
+32
+2.7 +3.1 +3.0 +2.3
+ + + + + + + + + + + + +
1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 - 0.0 0.01 O.Oj
NOTES:
1. PHOTOMETRIC CALCULATIONS PERFORMED
INDICATE FOOT-CANDLE LIGHTING LEVELS AT
GRADE ACROSS THE NEW PARKING LOTS.
CALCULATION ZONE NO. 1
0-3
0.3
0.
.0
0.0
- w-
-
-- _
�
w
w
+
1.1
0.9
+
+---+
---+
.5 0.4
0.4
+.__
0.3
.2
+
i 0.1
+
0.1
I+
0.0
+
0.0
+
0.0
+1.6
+1.5
+1.5
+1.4
+1.5
+1.2
+1.1
+0.9
+0.7
0.6
0.
2.1
2.0
+
+
+
+
L4
+
L2
+
LO
+
0.9
+
0.8
+ +
0.7 0.5
+
t 3
2
+
0
0.
POLE MOUNTED
++++
2.5
1
2.0
+
1.
+
1.6
+
1.3
++LIGHT
1.1
1.
FIXTURE, TYP.
+
2.5
+
2.2
2.22.
1-+---+++++8
2.117
13
1.
0.7
0
0.1
0.1
0.0
aCL
t+2
+
2.5
+
2.
+++++3.0
2 4
1+
y
+
2.8
+
2.4
+
2.
+
2. LL1
+.2
2.2
+.2
2.2
+1.3
1.
+
+
0.7 I 0.6
�1.5
+ �q
--
++0
0.2
0.1
0.
+0.3. '1 0.1 +0.0
1 1
ENGINEERING I .7 1.6 2.1 1.6 .9 ' 1'1 1
+ 1--0-
+ + + + + + + + + + + + + + + + + + + + + + + + + + I + + +
0.0 0.0 0.0 .0 TRAILERS LW1 0.6 0.7 0.6 0.5i 0.5 0.5 0.5 0.6 0.8 0.9 0.8 0.7 0.7 0.9 1.1 1.2 1.1 1.1 1.4 1.6 1.3 1.3 1. 0.5 0.4 0. 2 0. 0.1 0.0
0 1
++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' + + +
0.0 0.0 0.0 .0 0 0 .6 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.4 0.5 0.5 0.4 0.2 0.1 0. 0.1 0.1 .1 1 0.0 0. 0.0
1
+ + + +++++++++++++++++++++++++ +I++ +
0.0 .0.0 0.0 0 0. 8 1 0.2 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 O.Ox OA I 0.0 1 A 0.0 1 .0 0.0
v
0.0 +0.0 +0.0 0.0 0.0 + .0 0.0 0.0 +0.2 +0.4 +0.4 +0.1 +0.1 0.0 0.0 +0.0 +0.0 +0. +0.0 +0.0 0.0 0.0 0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 0.0 0.0 +0-0 +0.0 0 +0.0 .0 +0.0
1
+SS + + + + + + + + + - - + + + + - - + - - - - - - + +
0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0..0 0.0 _0 0.0
� 1 1-
\ 1
+0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 +0.0 0.0 0.0 0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 + 0 +0 0 + 0 +0.0
+0. 0.0 +0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0. b.0 +0. +0.0
\ X x 1 1
� 1
+0.0 +0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 %+0
0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.011 +0.0 +0-0 +0.0
+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 " +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0
\ 1
\ I 1 1
+ + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + + + + + + + + 1+ 1+ 1+ 1+
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 I0.0 10.0
EXISTING
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
08/2020 LMS IF THIS BAR DOES NOT
05/2020 LMS MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
NEW
ENGINEERING
TRAILER
§1T.9 .
+1.9 1.6 +1.� 1 4
T. MANGALAM
T. MANGALAM PRELIMINARY DRAWING
DO NOT USE FOR
B. PICKETT CONSTRUCTION
0 1/2" 1"
5 2.7 +2.9 2.2 +2.3 2 8
.9 +2.4 +2.2 1. +0.7
+ + +
SITE PHOTOMETRIC PLAN
SCALE: 1" = 20' - 0" 20 10 0 20'
1"=20'-0"
TH 0f,, f RIVANNA WATER & SEWER AUTHORITY DATE: AUGUST 2020
Haze
CHARLOTTESVILLE, VIRGINIA HAZENNo.: 31442-002
01
JOSEPH B. PICKETT _ ELECTRICAL CONTRACT NO.:
Lic. No.058999 �2 HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE DRAWING
I SITE PHOTOMETRIC PLAN NUMBER:
��m 4011 WESTCHASE BLVD, SUITE 500 RECOVERY FACILITY
r�ONAL_E G� RALEIGH, NC 27607 ENGINEERING BUILDING ADDITION E10
7
N
14
Y
LE TEK
LITE-ON GROUP
GreenCobraTM LED Street Light
GC1 F-Series Specification Data Sheet
Luminaire Data
Weight 21 Ibs [9.5 kg]
EPA 0.67IV
Ordering Information
Sample Catalog No. GC1-60E-MV-NW-2-GY-FE C3SO
Project
Type
Catalog No.
E c c
e m o
v; P w
25.591n
(650 mml
No.&Type
Color
Drive
Product
Voltage
Distribution Finish'
Options
of LEDs
20F
30F
Temperature
WW 3000K
Current
HSS° House Side Shield
(Factory Installed)
GCi
MV 120-277V
2 Type 2 GY Gray 350 350mA
-
NW 4000K
Type
arc 30
5 Om
City 5000K
40F
Bronze 700
700mA
FDCs Fixed Drive Current
6OF
BK Black SA'
3A
FFA6 Full Field Adjustability,
BDF
LPCR Less Photocontrol
Receptacle
PCR7 ANSI 7-wire Photocontrol
Receptacle
PaU--CR7 Control Ready 7-wire
Photocontrol Receptacle
Sc PCR Shorting Cap
WL Utility Wattage Label
Notes:
1 Gray, Black and Dark Bronze standard, consult factory for other finishes.
2 Specified drive current code is the factory set maximum drive current Field adjustable current selector enables
standard dimming to lower wattage drive currents only. Consult factory if wattage limits require a special drive
current
3 IA drive current only available with 40F. Specify lA maximum at time of order.
4 Flush mounted house side shield factory installed. Shield cuts light off at 1/2 mounting height behind luminaire,
5 Non -field adjustable, fixed drive current. Specify required drive current. Not available with PCR7-CR option.
6 The FFA option enables full field adjustability from the specified drive current code to all drive currents available.
This option is not INC qualified.
7 Control -ready wired at factory far wireless node dimming. Supplied at maximum drive current. if lower drive
current is required, consult factory.
8 Flush mounted house side shield. Shield cuts light off at 1/2 mounting height behind luminaire. Specify Model
and Color. "Accessories are ordered separately and not to be Included in
the ata cig number
9 Specify Color (GY, DB, BK)
10 Specify MV (120-277V) or HV (347V48OV)
A
$ LEADER IN LIGHTING
HLWPC2
Wallpack® Full Cutoff LED
Note: Maximum weight 22los.
ralalog Number
rutls
Type
Mercunical
Controls
• Hemy grade A360 cast aluminum (aluminum with <i%
Field adjustable output (AO)
copper)
Button style photocontrol (PE)
• Exterior parts are protected by azinc-infused Super Durable
Motion sensor & ambient photocontrol combination for
TGIC thermoset powder coat finish that provides superior
mounting low (815') (MASL) and high (15-30') (MASH)
resistance to corrosion and weathering
mounting heights
• Mounts to a standard junction box
Certification and Standards
• Wet location listed
• IP65 rated housing, down light only
• Luminaire is CSA listed, US and Canada
• %"painted threaded entry(44"-14 NPT)on each side and
Suitable for operation In an ambient temperature up to
40°U704'F per ULorCSA certification
on top, accepts 7W and'h" condiut
° Design lights Consortium° (DLC) qualified product Not all
'A" headed plugs are painted on each side
• Vibration testing per ANSI C136.31: 3G rating for surface
versions of this product may be DLC qualified. Please check
mountand pendant mount upto 1.5',exdudesswivelkN
the DLC Qualified Products List at www.designlights.cal
QPLtownfimwhiehversionsamqualified.
Electrical
• LM-79compllant
• Certified by UL orCSA
• The projected LED Lumen Maintenance shall be based only
• Rated for -40°C(40°F) minimum ambient
on IES LM-8008 andTM-21
• A programmable electronic driverwith D-10V control leads
warranty
• Available in: 120-277V 50/60 Hz and 347-MV 50/60
warranty. waesourcrranty tand
• Standard: 3000K, 4000K and SWOK CCT(>70 CRU
wYearllmitybrands.com/ed
/Termsms
ostommplete
www.acuitybrands.com/CostomerResourc�/Terms and
• Optional>80 CRI(30DOK, 4000K and 5000K 07), 8 week
Conditionsasox.
lead-time
• Optional limited wavelength amber, 8week lead-time
Note: Actual Performance may offer as a result of end -user
• Intemallymounted emergenrybaltery backup foroperztion
inanambienttemperaturecangingfrom-20°((-4°F)to30°C
environmentandapplication.
All values are design or typical values, measured under
(WF), mailable with PIOthru P40 performance packages,
laboratory conditions at 25°(.
non CECcomphant
$peClfiati0n5 subjectto change without notice.
• All surge protection meetsANSIAEEEC62.41,210kV/10kA
• Standard surge protection is 20kV/10kA per ANSI C136.2
• Optional surge protection U 1OkV/SkA per ANSI(136.2
Optical
• Light engine housing is IP66 rated
• Acrylic optical system
• TypeV., E (entry), M (medium), R (rectangle) &W (wide)
• Asymmetric
2 LEM /
CONFIGURATION
C �. Holophane 13825(olumbo Rd.,Gmmllle,0H43023 I Phm:866-HOWPHANE I wilmholoplumemm 02018 Leotek Electronics USA. GC1_FSeries_Spec Sheet_30-25-18. Specifications subject to change without notice, FBI JIi ® p a' I 02014-2019 Acufty Balls Lghting, Inc All rightsmserved. Rev.09/13/19 SpedficatknsamwWeotodhxngewitlwmnMia.
PROJECT
ENGINEER:
DESIGNED BY:
IN7:7_'P010g:1'i
CHECKED BY:
2 REGULATORY REVIEW 08/2020 LMS F THIS BAR DOES NOT
1 REGULATORY REVIEW 05/2020 LMS MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
B. EDWARDS
A. MARCH
A. MARCH
B. EDWARDS
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
3/4"THREADED
PAINTED PLUG
(3/4"-14 NPT)
HLWPC2
Wallpack" Full Cutoff LED
ORDERING INFORMATION Example: HLWPC2P2040KAST3MBZSDP
HLWPC2 Wallpack Full
1IFNI Parka a
AMR True Amber
T2S Type2Short
BKSDP Blade
Blank 70CRI(SM)
AS Auto -Sensing Volage
Cutoff tED
30K 3,000K(CT
(120Y-277Y)50/60H2
T2M Type2Medium
T35 Type 3 Short
8KRI 80CRI
PIC 3,1001m
BZSDP Brow
GYSOP Grey
P20 5,6001m
140K 4,000KOCT
AN Auto-Seming voltage
(34N-480VI 50160HZ
SOK 5,000K(Ci
12 120Y
T3M Type3Medium
WHSDP White
TAM Type4Medlum
21EM Package
10 308V
P30 7,8001m
24 240Y
TFTM Forward Throw
P40 9,9001m
Medium
P50 11,7001m
27 277V
ASYDF Asymmetric
34 347V
Diffuse
(Nominal Lumens,
48 480V
SVMDF Symmewc
4000N)
Diffuse
Adiustable/Proarammable Options
Contral- Photamntral 009ns
fuse Option
AO Field Adjustable Output
PE Button Style Photcontrol
SF Singlefuse
P3 N.E.M.A. Twisdock Recepactle Mount -3 PIN
DF Double Fuse
Grouit0otions
P7 N.EM.A Twisdock Recepactle Mount -7 PIN
20 21ndependentCircults
POLL OIL Long lifeTwlsdock Photomntmlfor Solid State
SAfebulation
PRO 040VPart-night Dimming, Includes BLO& NFAA,
EM Integral Emergency Battery
Control -Motion Sensor Options
Twhtlock Photocontrol Receptacle
TP Tamper Resistant Hardware
MASL Motion / Ambient Sensor, BAYMounting
PSC Shorting Cap
Height Ambient Sensor Enabled at 1 FC
Surge Protection Option -20kV/lOkA Is Standard
MASH Motion/ Ambient Sensor, 15-30'Mounting
Height Ambient Sensor Enabled at FC
1OKV 10kv/SkASurge Protection, in place of20kV/lOkA
Options Location
Motion/Ambient Sensor mount O
optionsfor Low(8-15')(MASIJ ° ❑ S.14
and Height (15-307 (MASH)
applications °
° MASL or MASH
N.E.M.A. Twistlode Receptacle
P3 and P7 Options, P7 Shown
OP3 or P7 -
O 5.51
Internal Emergency Battery Test Button-EM Option
Test Button - EM Option
0
0 o Emergency
a Test Button
Button Style Photocontrol - PE Option
HLWPC2till
.CUfi,&arNl Nakpham 138SColumhus Ad.,GunNIk, OH 43023 I Phpne:86frNOWPHANE I www.holophane.mm
Pagel of8 02014-2018 Ashy Britt Indng Inc All dghnreser" Rev.09/13/19 Specifications are subject to change without malice.
7P 1 HaZR
I�
JOSEPH B. PICKETT 9
Lic. No.058999
�AI� ,SIGNAL E7 W
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
HAZEN AND SAWYER MOORES CREEK ADVANCED WATER RESOURCE
4011 WESTCHASE BLVD, SUITE 500 RECOVERY FACILITY
RALEIGH, NC 27607 ENGINEERING BUILDING ADDITION
Utton Style
Photocontrol
HLWPC2
Wallpack® Full Cutoff LED
Driver & LEM Configuration Based on Circuit Options
LEMs Drivers
LEMs
Drivers
1 1
1
FP20
2
2
2
2
1 1 1
SPD Based on
2 LEM Luminaire
Drivers No. ofSPDs SPD
LEMs Drivers
1
1 1 20kV/lOkA
- -
-
1
1 1 2OkV/10kA
2 2
1
10M/5kA
FP20LEMs
2
1
1 20kV/10kA
2 2
2
10ky/SkA0
2
1
1 20kV/100
2
2
2
IOW/SkA
2 1 1 20kV/10kA
-_
- -
-
-
Projected LED Lumen Maintenance
Data references the extrapolated performance projections for the platform
O
25,000
30,OW 36,000
45,001)
sD,oda
60,000
75,000
100,000
noted in a 25°Cambient based on 6,000 hours of LED testing (tested per IESNA
P10 1
0.98
0.97 0.96
0.96
0.95
0.95
0.94
0.92
LM-80-08 and projected per lESNATM-21-11).
PIO 1
0.97
0.95 0.94
0.93
0.92
0.90
0.88
0,85
To calculate LU,, use the lumen maintenance factor that corresponds to the
P30 1
0.98
0.97 0.96
0.96
0.95
095
0.94
0,92
desired number of operating hours below. For other lumen maintenance
P40 7
0.97
0.95 0.94
0.93
0.92
0.90
0.88
085
values, contact factory.
The Nalidzed data nextMpolated beyond theTMdl standard.
h' 0
s,
25,000
30,000 36,000
45,000
50,000
60,000
73,000
100,000
PIO 1
0.99
0,99 0.99
199
0.99
0.99
0.99
0.99
E=(LM)x((U)x(IAT)x(LLD)
Pzo I
0.99
0.99 0.99
0.99
0.99
0.99
0.99
0.99
LM and(U are obtained from published photometry.
P30 1
a.9a
0.98 0.98
0.98
0.98
0.98
0.98
098
P40 1
0.97 ..
0.97 0.97
0.97 _I.
0.97
i 0.97
0.97
0.97
Lumen Ambient Temperature Ill Multipliers
Uwthm factarst0 determine relatiw lumen output foraverage ambienttemperatures from
O.4OY(32-IWF).
Single Circuit Application
Pro P20 P30. P40 P50
till( 32°F
toll( 50°F
20°C 68°F
25°( 77°F
HPC 86°F
40°C 1WF
1.02 1.03
1.03
1.04 1.05
1.03 1.03
1.01 1 1.02
1.02
1.01
1.01
1.01
LOT
1.01
Lot
1.00
1.00
1.00
1.00
0.99.
it"
0.99
0.99
0.99
0.98
0A7
0.98
0.97
0.97
Electrical Load
Single Circuit Application
120
mm
208 240
m
247
480
Pro 100 28 0.23 _
0.13 0.12
0.10
0.08_
0.06
P20 7400 47 1 0.41 1
0.24_ 020
0.88
0.14
0.10
P30 1050 71 163
037 032
019
0.22
0.18
P40 1420 95 028
0.45 10.40
035
0.27
020
P50 1720 115 0.95
055 0.48
0.42
033
024
onal Two Independent Circuit (2(I) Application
P20 P30 P40
K 324 1.02 1.02 1.02
10°C 50°F 1.01 of _ 1.02 _1
2o°C WIF 1.00 tA1 i 1.01
25°( 774 r80 1AD 1A0
30N Ill 099 0.99 Q99
40°C 1044 U98 0.9E 0.98
Optional Two Independent Circuit(2() Application
�'ili'Yi11Ll�
120 20B 240 m 247 480
MEM®
P20 700 22 0.10 0 D6 0A5 0.D4 - -
P30 1000 32 0.14 008 0.07 OAS
P40 1250 47 0.18 0.10 0.09 0.06
P50 - - -
HLWPC2 �HQlliy87dI1(15. Holophane 13825Columhusiki,GaciaIGOH43023 I Phone:86HROLOPHANE I womholophanemm
PageZofB 02014-2018 Acuity Bands Lighting Inc All dghbmroved. Rev09/13n9 SpedficadmresubjecttDNngewttjwutlofim
ELECTRICAL
LIGHTING CUT SHEETS
HLWPC2
Page 3 pill
DATE: AUGUST 2020
HAZEN No.: 31442.002
CONTRACT NO., 01
DRAWING
NUMBER:
E11