HomeMy WebLinkAboutSDP202000015 Plan - Revision Minor Amendment 2020-05-20RIVANNA WATER & SEWER AUTHORITYCHARLOTTESVILLE, VIRGINIAVICINITY MAPMOORES CREEK ADVANCEDWATER RESOURCERECOVERY FACILITYMOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITYENGINEERING BUILDING ADDITIONMAY 2020HAZEN AND SAWYER4011 WESTCHASE BLVD, SUITE 500RALEIGH, NORTH CAROLINA 28217CERTIFICATE OF AUTHORIZATION NUMBER: 2771SDP2020-15 - MINOR AMENDMENTSHEET INDEXC1LOCATION MAPC001GENERAL NOTES AND LEGENDC101EXISTING CONDITIONS AND DEMOLITION PLANC103GRADING AND DRAINAGE PLANC104UTILITY PLANC105LANDSCAPING PLANDC1CIVIL DETAILS - SHEET 1DC2CIVIL DETAILS - SHEET 2E10PHOTOMETRIC PLANE11LIGHTING CUT SHEETSDEPARTMENT OF PLANNING AND COMMUNITYDEVELOPMENT SIGNATURE PANEL:1
100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR
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100YR 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR 100YR100YR100YR100YR100YR 100YR100YR 100YR100YR100YR100
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R 100YR 100YR100YR100YR100YR100YR
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100YR100YR100YR 100YR
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100YR100YR100YR100YR100YR100YR100YR100YRA. MARCH
A. MARCH
C1
CIVIL
LOCATION MAPB. EDWARDS
PLOT DATE: 5/20/2020 1:47 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\C1 Saved by CMCNICOL Save date: 3/27/2020 1:27 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
PARCEL NO.: 07700-00-00-038B0
TAX MAP: 77-38B
DB: 768, PG: 277
ZONING: LIGHT INDUSTRY
51.71 AC
TAX MAP 78, PARCEL 22A
DB: 639, PG: 193
ZONING: LIGHT INDUSTRY
21.98 AC
100-YEAR FLOODPLAIN, TYP
100' STREAM BUFFER (WATER
PROTECTION ORDINANCE ZONE)
PARCEL BOUNDARY, TYP.
PROJECT AREA
INTERS
T
A
T
E
6
4
C
O
R
R
I
D
O
R
R
I
V
A
N
N
A
R
I
V
E
R
MOORES CREEK
CITY OF CHARLOTTESVILLE
BF
E
:
3
2
4
F
T
.BFE: 324 FT.B
F
E
:
3
2
4
F
T
.
BF
E
:
3
2
6
.
2
F
T
.
SCALE: 1" = 200'
PLAN
0 200'100
SCALE: 1" = 200'
200
NEIGHBORING PARCELS
NO.OWNER TAX MAP PARCEL NO DB-PG ZONING USE
1 BLACKBIRD OF CHARLOTTESVILLE LLC 77 20A 5111 - 166 LIGHT INDUSTRY OPEN
2 FRANKLIN STREET LAND TRUST III 77 20 5125-573 RURAL OPEN
3 FALLS, JOHN HARVEY OR VIRGINIA S.77 21A 700-314 LIGHT INDUSTRY INDUSTRIAL
4 RIVANNA WATER AND SEWER AUTHORITY 77 21 3594-660 LIGHT INDUSTRY INDUSTRIAL
5 ELEMENTAL ECOTECH LLC 77 40B 495-325 LIGHT INDUSTRY OPEN
6 RIVANNA WATER AND SEWER AUTHORITY 77 40A 768-277 LIGHT INDUSTRY PUBLIC
7 WOOLEN MILLS 78 21B 639-193 C1 COMMERCIAL COMMERCIAL
8 PIRAEUS LLC 78 30 2639-110 RURAL FOREST
1
2
3
4
5
6
7
8
FLOODWAY, TYP
PROPOSED USE:INDUSTRIAL (UTILITY)
OWNER:RIVANNA WATER & SEWER AUTHORITY
PROPERTY:MOORES CREEK WASTEWATER
TREATMENT PLANT
PROPERTY SIZE:89.46 ACRES
PROPERTY INFO:
ZONING:LI (LIGHT INDUSTRIAL); ENTRANCE
CORRIDOR (EC)
COUNTY:ALBEMARLE
STATE:VIRGINIA
MAGISTERIAL DISTRICT:SCOTTSVILLE DISTRICT
ENGINEER:HAZEN AND SAWYER
4011 WESTCHASE BLVD
SUITE 500
RALEIGH NC 27607
SURVEY:DRAPER ADEN ASSOCIATES
110 AVON STREET
CHARLOTTESVILLE, VA 22902
434-295-0700
OCTOBER 10, 2019
DATUM:HORZ: NAD83 VIRGINIA SOUTH ZONE
VERT: NAVD88
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC
WATER SUPPLY RESERVOIR.
100 YEAR FLOODPLAIN ELEVATION: 324.00'
REFERENCE: FEMA MAP # 51003C0289D, EFFECTIVE 2/4/2005 AND
LOMR 16-03-1107P, EFFECTIVE 2/6/2017.
WAIVERS FOR DETENTION, TRAVELWAY WIDTH AND LANDSCAPE
PLAN REQUIREMENTS HAVE BEEN GRANTED UNDER THE MAJOR
AMENDMENT REVIEW OF SDP200800100.
SETBACKS (MET OR N/A)
FRONT MINIMUM:10' FROM THE R-O-W OR EXTERIOR
EDGE OF SIDEWALK IF SIDEWALK IS
OUTSIDE OF R-O-W
FRONT MAXIMUM:NONE
SIDE AND REAR MINIMUM:50' BETWEEN PUBLIC R-O-W, RURAL
AREAS, OR THE MONTICELLO HISTORIC
DISTRICT AND STRUCTURE; 30'
BETWEEN OFF-STREET PARKING AND
THE DISTRICT BOUNDARY.
SIDE AND REAR MAXIMUM:NONE
PROJECT AREA PARKING REQUIREMENTS:
1 SPACE PER EMPLOYEE AT PEAK SHIFT AND MINIMUM OF 2
VISITOR SPACES
REQUIRED PARKING CALCULATION:
14 EMPLOYEES (PEAK SHIFT) + 2 VISITOR SPACES = 16 SPACES
PARKING PROVIDED:
20 SPACES + 1 VAN-ACCESSIBLE ADA SPACE
HEIGHT OF PROPOSED STRUCTURES:
OFFICE TRAILER 11'
TRAILER ON PIERS 12.2' (FRONT)
22.7' (REAR)
TOPOGRAPHY IS THE AREA OF PROPOSED IMPROVEMENTS IS
FROM DRAPER ADEN SURVEY. OVERALL SITE TOPOGRAPHY IS
FROM BASE FILES FROM PERVIOUS PLANT IMPROVEMENT
SURVEYS.
BENCHMARKS
DESCRIPTION ELEVATION NOTES
BM-A 363.80 CHISELED SQUARE ON BACK OF
CURB
BM-B 369.55 CHISELED SQUARE ON CORNER
OF CONC. PAD
ROCK OUTLET PROTECTION
LEGEND
TEL PED
POWER POLE
SOIL BORING
ABBREVIATIONS
302.00
TPFTREE PROTECTION FENCE
CONCRETE SIDEWALK
CONTOURGRAVEL ROAD
BUILDING/STRUCTURE
CONCRETE CURB
AND GUTTER SPOT ELEVATION
PROPERTY LINE
CONCRETE PAD/PAVING
APPROXIMATE WOODLINE
YARD PIPING
FENCE
(RESET/NEW)
EXISTING
300
NEW EXISTINGSF
LIMITS OF DISTURBANCE
NEW
TB20
OP
B/M
SF
TS
SILT FENCE
SOIL STABILIZATION BLANKETS
OUTLET PROTECTION
TEMPORARY SEEDING
X X
EASEMENT
SLOPE STABILIZATION MATTING PS PERMANENT SEEDING
MANAGED SLOPES
SOIL TYPE BOUNDARY
300
302.00
OHE OVERHEAD ELECTRIC
LP LIGHT POLE
UGE UNDERGROUND ELECTRIC
PP POWER POLE
G GAS
SS SANITARY SEWER
W WATER
BM BBM A
100-YR FLOODPLAIN
100YR
FLOODWAY
100' STREAM BUFFER
CHARLOTTESVILLE CITY LIMITS
RIVANNA WATER AND SEWER AUTHORITY
TAX MAP 77, PARCEL NO 22A
DB: 757, PG: 011
ZONING: LIGHT INDUSTRY
ASSOCIATED SITE PLANS:
SDP20800100 (APPROVED JAN 2009)
SITE PLAN SUBMITTAL FOR THE EXPANSION OF MOORES CREEK WWTP WITH REGARDS TO
THE NUTRIENT REMOVAL IMPROVEMENT PROJECT.
ASSOCIATED SITE PLAN REVISIONS:
SDP2010-82 (APPROVED JAN 2011)
SITE PLAN SUBMITTAL FOR IMPROVEMENTS TO THE EXISTING MOORES CREEK
PUMP STATION AND ITS ASSOCIATED PROPOSED FORCE MAIN.
SDP2012-40 (APPROVED OCT 2012)
SITE PLAN SUBMITTAL FOR DIGESTER IMPROVEMENTS AT THE EXISTING
MOORES CREEK WWTP
SDP2013-33 (APPROVED SEPT 2013)
SITE PLAN FOR CONSTRUCTION OF NEW RIVANNA PUMP STATION AND
INTERCEPTOR TUNNEL.
SDP 2015-145 (APPROVED SEPT 2015)
MINOR SITE PLAN AMENDMENT FOR ODOR CONTROL IMPROVEMENTS.
RIVANNA PUMP STATION
CONSTRUCTION, SDP2013-33
DIGESTER IMPROVEMENTS,
SDP2012-40
CLARIFIER COVER
CONSTRUCTION, SDP2015-145
GRIT REMOVAL FACILITY
IMPROVEMENTS, SDP2015-145
SOUTH ODOR CONTROL FACILITY, SDP2015-145
ODOR CONTROL
MODIFICATIONS, 2015-145
MOORES CREEK PUMP STATION
EXPANSION, SDP2010-82
PLANT ENTRANCE GATE
KNOX BOX LOCATION
1
1 REGULATORY REVIEW 05/2020 LMS
1
A. MARCH
A. MARCH
C001
SITEWORK
CIVIL
GENERAL NOTES AND LEGENDB. EDWARDS
PLOT DATE: 5/20/2020 1:41 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\C001 Saved by CMCNICOL Save date: 5/20/2020 1:39 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
ROCK OUTLET PROTECTION
LEGEND
TEL PED
POWER POLE
SYMBOLS
SOIL BORING
ABBREVIATIONS
EOP
LOC
OHE
SS
EDGE OF PAVEMENT
LIMITS OF CONSTRUCTION
OVERHEAD ELECTRIC
SANITARY SEWER
FOC FIBER OPTIC CABLE
W WATER
G GAS
PROPERTY LINE
CENTER LINELPLIGHT POLE
UGE UNDERGROUND
ELECTRIC
PP POWER POLE
PL
CL
302.00
TPFTREE PROTECTION FENCE
CONCRETE SIDEWALK
CONTOURGRAVEL ROAD
BUILDING/STRUCTURE
CONCRETE CURB
AND GUTTER SPOT ELEVATION
PROPERTY LINE
CONCRETE PAD/PAVING
APPROXIMATE WOODLINE
YARD PIPING
FENCE
DEMO
(RESET/NEW)
EXISTING
300
NEW EXISTING NEW EXISTINGSF
ROLLED EROSIONRECM
CONTROL MATTING
LIMITS OF DISTURBANCE
NEW
10
(F.E.S.)
MANHOLE
CURB INLET
YARD INLET
STORM DRAIN LINE
FLARED END SECTION
TB20
OP
B/M
SF
TS
SILT FENCE
SOIL STABILIZATION BLANKETS
OUTLET PROTECTION
TEMPORARY SEEDING
X X
EASEMENT
SLOPE STABILIZATION MATTING
302.00
300
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 51003C0289D 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.
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 ICC A177.1-2009.
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.
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 I-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 (71D). 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 6' 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.
PS PERMANENT SEEDING 11
12
13
MANAGED SLOPES
SOIL TYPE BOUNDARY
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.
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342
337
332
334
365
366
363
360
355
358
353
350
348
345
343
340
33
9
337
360362
358
355
350
352
348
345
343
341
340
339
3
6
4
3653663673683693703
7
1
36
4
363XXXW
UGE
UGE
W
W
E
W
W
CO WW
W
W W
W
W
W
W
W W W W
W
W
SSWSS
NOTES:
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.
A. MARCH
A. MARCH
C101
SITEWORK
CIVIL
EXISTING CONDITIONS AND DEMOLITION PLANB. EDWARDS
PLOT DATE: 5/20/2020 1:42 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\C101 Saved by CMCNICOL Save date: 5/20/2020 11:58 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
BENCHMARK A
ELEV: 363.80
CHISELED SQUARE ON BACK
OF CURB, SEE NOTE 2
REMOVE CONCRETE RAMP
REMOVE LANDSCAPING AND TREES (160 SF)
RELOCATE HANDICAP SIGN
REMOVE PORTION OF ASPHALT PAVEMENT
RELOCATE COMM. STRUCTURE,
SEE NOTE 3
RELOCATE SIGN,
SEE NOTE 1
ENGINEERING BUILDING
FFE = 366.20
REMOVE WOODEN RAMP AND
HAND RAIL, SEE NOTE 4
0 20'10
SCALE: 1" = 20'
20
SCALE: 1" = 20'
PLAN
MANAGED SLOPE
ELECTRICAL STRUCTURE TO BE
MODIFIED, SEE ELECTRICAL PLANS
BENCHMARK B
ELEV:369.55
CHISELED SQUARE ON CORNER OF CONC. PAD
AREA TO BE CLEARED AND GRUBBED, TYP
MANAGED SLOPE
REMOVE CURB AND GUTTER, TYP
TREE REMOVAL
REMOVE CONCRETE CURB AND GUTTER
REMOVE CONCRETE SIDEWALK
TREE REMOVAL
TREE REMOVAL
INTERNAL PROPERTY LINE
PARCEL NO: 07700-00-00-038B0
TAX MAP: 77-38B
DB: 768, PG: 277 PARCEL NO: 07700-00-00-022A
TAX MAP: 77-38B
DB: 768, PG: 277
DEMOLISH ASPHALT PAVEMENT
AND CURB AND CUTTER
1 REGULATORY REVIEW 05/2020 LMS
335
340
345
350
355
360
358
353
348
342
337
365
366
363
360
355
358
353
350
348
345
343
340
33
9
360362
358
355
350
352
348
345
343
3
6
4
36536636736836
4
363W
W
E
365364364366367368
9', TYP
18', TYP11'18'5'
364
R10'
LP
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.
A. MARCH
A. MARCH
C103
SITEWORK
CIVIL
GRADING AND DRAINAGE PLANB. EDWARDS
PLOT DATE: 5/20/2020 1:43 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\C103 Saved by CMCNICOL Save date: 5/20/2020 1:33 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
ENGINEERING BUILDING
FFE = 366.20
ENGINEERING BUILDING
FFE = 366.20
60' X 23.5'
SCALE: 1" = 10'
PLAN
LANDSCAPING, TYP
CURB AND GUTTER, TYP
4' SIDEWALK, TYP
ADA CURB RAMP WITH
DETECTABLE WARNING STRIP,
SEE NOTE 2
RETAINING WALL,
HEIGHT VARIES
GUARD RAIL
4' CURB CUT WITH RIPRAP
OUTLET PROTECTION PAD
0 10'5
SCALE: 1" = 10'
10
ADA PARKING SPACE,
SEE NOTE 1
366.20
STAIRS WITH LANDING AND HANDRAIL
TO BE PROVIDED BY TRAILER SUPPLIER363.80364.20
3.57%
2.30%
2.63%
TIE SIDEWALK INTO EXISTING
ELEVATIONS, 1:48 MAXIMUM SLOPE
364.0
4364.0
0
363.9
0
363.8
5
363.90363.94PARKING LOT
EXISTING SPACES: 8
PROPOSED: 20
LANDSCAPING ISLAND,
SEE NOTE 4
GRADE: 367.00
TW: 367.50
BW: 361.89
GRADE: 366.00
TW: 366.50
BW: 361.62
GRADE: 365.00
TW: 365.50
BW: 363.52
GRADE: 368.40
TW: 368.90
BW: 365.55
TREE LINE, TYP
PAVEMENT JUNCTION
ASPHALT PAVEMENT0245000
0244503
0242000
0251301
0251000
CONCRETE PIER, TYP, SEE
STRUCTURAL DRAWINGS
2
DC1
3
DC1
#57 STONE, SEE NOTE 3
1.91%
368.5
0
368.5
0
368.50
GRADE: 368.00
TW: 368.50
BW: 364.00
CURB AND GUTTER
0242000
R5'
CURB AND GUTTER 0242000
INTERNAL PROPERTY LINE, TYP
CANOPY TO BE RESTRUCTURED TO
ACCOMMODATE PROPOSED TRAILER
ALUMINUM LANDING AND
ADA RAMP TO BE PROVIDED
BY TRAILER SUPPLIER
WALL MOUNTED LIGHTING
FIXTURE, TYP
SEE ELEC DWGS
LIGHT POLE, TYP
SEE ELEC DWGS
368.4
0R10'
ASPHALT PAVEMENT
0251000
1 REGULATORY REVIEW 05/2020 LMS
1
W
W
UGE UGE
UGE
UGE
W
W
E
CO
W
W
W
W
W W W W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
SSW WWSS
SS
SS
335
340
345
350
355
360
358
353
348
342
337
334
365
363
360
355
358
353
350
348
345
343
340
33
9
337
360362
358
355
350
352
348
345
343
341
340
3
6
4
36536636736836
4
363365364364366367DYHLP
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.
A. MARCH
A. MARCH
C104
SITEWORK
CIVIL
UTILITY PLANB. EDWARDS
PLOT DATE: 5/20/2020 1:43 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\C104 Saved by CMCNICOL Save date: 5/20/2020 1:04 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
ENGINEERING BUILDING
FFE = 366.20
ENGINEERING
BUILDING
SCALE: 1" = 10'
PLAN
0 10'5
SCALE: 1" = 10'
10
GRINDER PUMP STATION
SANITARY SEWER CLEANOUT
WYE CONNECTION TO 4" SS
AND CLEANOUT, SEE NOTE 3
45° VERTICAL BEND, TRANSITION
TO BELOW GRADE PIPING
4" SS,
S
E
E
N
O
T
E
1
TEE CONNECTION TO WATER SERVICE
PRV AND RPZ FOR TRAILER WATER SERVICE,
PROPOSED CONNECTION SHALL BE LOCATED
DOWN STREAM OF STRUCTURE
NEW TREE LINE, TYP
TRAILER CONNECTION, SEE NOTE 3
WATER METER, PROTECT
DURING CONSTRUCTION
1" PW, SEE NOTE 4
3" SS
CLEANOUT
0260200
0260200
1" PW, COPPER PIPE
4" SS PVC SCH80, SEE NOTE 2
VALVES, PROTECT DURING
CONSTRUCTION
REPAIR WOODEN RAMP,
LANDING, AND CANOPY
INTERNAL PROPERTY LINE
LIGHT POLE, TYP
WALL MOUNTED
LIGHTING FIXTURE, TYP
FIRE HYDRANT
WITH 6" TS&V
6" PW
3
DC2
1 REGULATORY REVIEW 05/2020 LMS
1
1
340
345
350
355
360
358
353
348
342
365
366
363
360
355
358
353
350
348
34
5
360362
358
355
350
352
348
3
6
4
36536636736836936
4
363W
E
365364364366367368
364
LANDSCAPING LEGEND
DWARF ENGLISH
BOX WOOD
BURFORD HOLLY
RED MAPLE
A. MARCH
A. MARCH
C105
SITEWORK
CIVIL
LANDSCAPING PLANB. EDWARDS
PLOT DATE: 5/20/2020 1:44 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\C105 Saved by CMCNICOL Save date: 5/20/2020 12:45 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
SCALE: 1" = 10'
PLAN
0 10'5
SCALE: 1" = 10'
10
SEE LANDSCAPING LEGEND
NEW TREELINE
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.
SCALE: NTS
1DETAIL
C105
SHRUB PLANTING DETAIL
SHRUB PLANTING SCHEDULE
TYPE QTY SCIENTIFIC
NAME COMMON NAME MATURE PLANT
SIZE
CONTAINER
SIZE
HEIGHT AT
INSTALLATION SPACING
SHRUB 4 BUXUS SEMPERVIRENS
"SUFFRUTICOSA"
DWARF ENGLISH
BOXWOOD 3'-15'3 GAL 18"5'
SHRUB 4 IIEX COMUTA
"BURFORDII"BURFORD HOLLY 3'-15'3 GAL 18"5'
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.
D
H
H H
H
D
D D
D
ENGINEERING
BUILDING
SEE LANDSCAPING LEGEND
LIGHTPOLE, TYP
WALL-MOUNTING LIGHTING
FIXTURE, SEE ELEC DWGS
H
M
M
M
TREE PLANTING SCHEDULE
TYPE QTY SCIENTIFIC
NAME COMMON NAME MATURE PLANT
SIZE
CALIPER AT
INSTALLATION
MED. SHADE TREE 2 ACER RUBRUM & CVS.RED MAPLE 40' - 50'2.5" CALIPER
SEE LANDSCAPING
LEGEND
EX TREE 1
EX TREE 3
8.5" CALIPER
EX TREE 4
4" CALIPER
33'
43'30'
EX TREE 2
4" CALIPER EX TREE 5
CLUSTER OF TREES
77'
1 REGULATORY REVIEW 05/2020 LMS
1
1
1
1
A. MARCH
A. MARCH
DC1
STANDARD DETAILS
CIVIL
CIVIL DETAILS - SHEET 1B. EDWARDS
PLOT DATE: 5/20/2020 1:45 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\DC1 Saved by CMCNICOL Save date: 2/13/2020 5:37 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
TYPICAL CONCRETE WALKWAY
4'1/2" EXPANSION JOINTS
48' MAX SPACING BETWEEN
4" THICK CONCRETE WALK
TYPICAL CONTRACTION JOINT
0245000
1/2" EXPANSION JOINT MATL
REQUIRED WHEN WALK ABUTS
RIGID STRUCTURES
WHEN WIDTH OF SIDEWALK, PAD, ETC
EXCEEDS 6', LONGITUDINAL CONTRACTION
JOINTS SHALL BE PLACED AS REQUIRED
VARIES,
SEE PLAN
FOR WIDTH
6"
3" R
6"6"2'-6"
CURB AND GUTTER
1 1/2"
0242000
12"
MIN
BACK OF CURB
SLOPE
ASPHALT
PAVEMENT
CONCRETE
CURB AND
GUTTER
FINISHED
GRADE
NOTES:
1.CONTRACTION JOINTS SHALL BE PLACED AT 10 FOOT INTERVALS, OR
15 FOOT INTERVALS WHEN A MACHINE IS USED TO PLACE THE CURB.
2.EXPANSION JOINTS SHALL BE PLACED AT 90 FOOT INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
NEW ASPHALT PAVEMENT
AGGREGATE BASE COURSE
TACK COAT
CUT BACK EXIST BASE
COURSE 12" MIN
CUT BACK EXIST
TYPICAL PAVEMENT JUNCTION
EXIST BASE COURSE
0251301
0251000SEE
TACK COAT
ASPHALT SURFACE
COURSE, 2" MIN
ASPHALT BASE
COURSE, 3.5" MIN
SURFACE COURSE
6" MIN FROM BASE
SLOPE
EXIST SURFACE
COURSE
2'-0"6"MIN 18"2' TYPFINISHED GRADE (VARIES)
EMBEDMENT, TYP
3/4" SET, TYP
GEOGRID REINFORCEMENT
(SEE NOTE 1 AND SPECIFICATION
SECTION 13800 - GEOGRID)
(SEE NOTE 1)
NOTES:
1.GEOGRID REINFORCEMENT MATERIAL AND EMBEDMENT LENGTH TO BE ESTABLISHED BY PROFESSIONAL ENGINEER REGISTERED IN THE
COMMONWEALTH OF VIRGINIA BASED UPON CURRENT AND PROJECTED LOADINGS AND PROPER DRAINAGE. MINIMUM GEOGRID LENGTH TO BE
0.75 TIMES THE MAXIMUM WALL HEIGHT AND TO BE UNIFORM FOR ALL LAYERS.
2.WALL BACKFILL MATERIAL USED IN DESIGN SHALL BE ON-SITE MATERIAL OR MATERIAL MATCHING WALL DESIGN PARAMETERS SHALL BE
SUPPLIED BY CONTRACTOR AT NO ADDITIONAL COST. IT SHOULD BE ASSUMED BACKFILL MATERIAL IS NOT AVAILABLE ON SITE. SEE
SPECIFICATION SECTION 13100 - MSE RETAINING WALLS FOR BACKFILL SPECIFICATIONS.
3.PROVIDE POSITIVE DRAINAGE AWAY FROM BACK OF WALL.
4.INCLUDE SUBGRADE LOADING FOR PARKING AREA WHERE APPLICABLE. DESIGN TO ACCOMODATE H-20 LOADING AS MINIMUM.
8" HIGH MODULAR CONCRETE
FACING UNITS
6"Ø PERFORATED DRAINAGE PIPE SLOPE
(1/8" PER FT) TO DRAIN SURROUNDED
WITH AASHTO NO. 57 STONE. OUTLET
PIPE EVERY 25 FT OF WALL LENGTH
IMPORTED SELECT GRANULAR
BACKFILL (SEE NOTE 2)
12" MIN THICK AASHTO
# 57 STONE DRAINAGE
FILL
IMPERVIOUS
FILL, MIN 12"
THICK
ADHERE CAP UNIT TO TOP UNIT
W/ CONCRETE ADHESIVE AS
SPECIFIED BY THE MASONRY
WALL SUPPLIER
AASHTO # 57 OR CLASS B
CONCRETE LEVELING PAD
6" THICK x 2'-0" WIDE, CONT.
FILTER GEOTEXTILE
TOTAL WALL HEIGHT
VARIES
FINISHED GRADE .(SEE NOTE 3)
SCALE: N.T.S.
2DETAIL
DC1
DETECTABLE WARNING SURFCE
SCALE: N.T.S.
1DETAIL
DC1
VAN ACCESSIBLE PARKING SIGNS
4'-0"EQUALEQUAL4'-0"VARIES
12:1
3:13:1 SL
O
P
E
12:1
3:1
S
L
O
P
E
,
M
A
X
CL
VARIES - SEE SITE PLAN
0251000
SLOPE AT 1/4:12 SLOPE AT 1/4:1212"
MIN
TYP
TACK COAT
NOTE:
2" ASPHALT
SURFACE COURSE
3.5" ASPHALT
BASE COURSE
TYPICAL ROADWAY SECTION
CUT SECTION FILL SECTION
THE 2" ASPHALT CONCRETE SURFACE COURSE AND THE
TACK COAT SHALL NOT BE PLACED UNTIL COMPLETION
OF ALL OTHER WORK IN CONTRACT.
8" AGGREGATE BASE COURSE
COMPACTED SUB-GRADE
TYPE I SEPARATOR GEOTEXTILE
SCALE: N.T.S.
3DETAIL
DC1
RETAINING WALL
1 REGULATORY REVIEW 05/2020 LMS
A. MARCH
A. MARCH
DC2
STANDARD DETAILS
CIVIL
CIVIL DETAILS - SHEET 2B. EDWARDS
PLOT DATE: 5/20/2020 1:45 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\DC2 Saved by CMCNICOL Save date: 5/20/2020 12:50 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
THE EXCAVATED SOIL.
4. BACKFILL AND COMPACT
4"
UPSLOPE ALONG THE LINE OF STAKES
2. EXCAVATE A 4"x4" TRENCH
3'
A
FLOW
1. SET THE STAKES.
AND EXTEND IT INTO THE TRENCH.
3. STAPLE FILTER MATERIAL TO STAKES
FLOW
FLOW
B
A
(FRONT ELEVATION)
DRAINAGEWAY INSTALLATION
POINTS A SHOULD BE HIGHER THAN POINT B.
(WITHOUT WIRE SUPPORT)
CONSTRUCTION OF A SILT FENCE
(PERSPECTIVE VIEW)
SHEET FLOW INSTALLATION
0227000
SF
MAX
PIPE OUTLET CONDITIONS
SECTION A-A
TYPE II SEPARATOR
PLAN VIEW
odo3d
0 %
AREA WITH NO DEFINED
CHANNEL
PIPE OUTLET TO FLAT
*
0243300
*SEE SITE PLAN
*
OP
KEY IN 6"-9"; RECOMMENDED
FOR ENTIRE PERIMETER
GEOTEXTILE
4'
2'
SCALE: N.T.S.
1DETAIL
DC2
RAISED HEXAGONAL
HEAD THREADED
PLUG
PVC RISER LOCATE
LOCATE CLEAR OF
OBSTRUCTIONS
WYE OR 45° BENDVARIES
CLEANOUT
PVC DRAIN
FINISH GRADE
0260200
CONCRETE PAD,
SEE 0264005
FRONT VIEWSIDE VIEW
WARNING SIGN DETAIL
DO NOT ENTER
TREE PROTECTION AREA
TREE PROTECTION AREA
DO NOT ENTER
NOTE: FOR TREE PROTECTION ONLY
NOTES:
1.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
2.LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED
AS DETAILED.
3.PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER THEREAFTER.
4.FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6.MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
TREE PROTECTION FENCE
GRADE2'-2"3'-0"24"WARNING AND BARRIER FENCE.
SEE SPECIFICATION 31 10 00
3' - 4"18"4"3"4"3"4"MIN 12 1/2 GAUGE
INTERMEDIATE
WIRES, TYP
PLASTIC OR
WIRE TIES
8'-0" MAX
VARIABLE AS DIRECTED BY THE ENGINEER
MIN 10 GAUGE
LINE WIRES
WARNING SIGN
WOVEN WIRE FABRIC
STEEL POST
SCALE: N.T.S.
2DETAIL
DC2
GALVANIZED STEEL GUARD RAIL
VDOT STANDARD
IN ACCORDANCE WITH
GUARD RAIL SHALL BE
6'-3"
BOLTS
5/8" SPLICE
FOR POST BOLT
3/4"x2 1/2" SLOT
0244503
SCALE: N.T.S.
3DETAIL
DC2
1 REGULATORY REVIEW 05/2020 LMS
XXXXW
UGE
UGE
W
W
E
W
W
SANITARY MANHOLE
TOP=369.60
INV. TO TOP OF
FORCEMAIN PIPE = 364.38
CO WW
W
W W
W
W
W
W
W W W W
W
W
SSWSS 500YR500YR500YR500YR500YR500YR500YR500YR500YR500YR500YR500YR500YR500YRDYH2.8
4.9
4.6
2.6
1.3
2.8
3.8
3.0
2.2
1.3
2.0
2.7
2.4
1.8
1.0
1.7
2.1
2.5
2.0
1.0
1.8
2.2
2.7
2.2
1.2
2.7
3.4
2.9
2.2
1.2
3.1
3.5
2.5
2.0
1.2
3.0
3.4
2.8
2.3
1.3
2.3
2.7
2.9
2.2
1.2
2.4
2.8
3.2
2.2
1.0
3.0
3.2
3.0
2.1
3.0
2.9
2.6
1.9
3.2
2.7
2.4
1.9
3.1
2.9
2.5
1.8
2.4
2.9
2.7
1.6
2.4
2.9
2.7
1.5
1.9
3.2
3.0
2.5
1.5
2.0
2.9
2.5
2.2
1.4
2.3
2.9
2.2
2.1
1.5
2.2
2.8
2.4
2.0
1.2
1.7
2.1
2.5
1.9
1.1
1.6
2.0
2.3
1.6
0.9
2.1
2.5
2.0
1.3
0.7
1.6
1.8
1.3
1.1
0.6
0.9
1.0
1.0
1.1
0.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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
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
0.1
0.2
0.3
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
0.1
0.4
0.8
0.2
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
0.1
0.4
1.1
2.6
4.5
2.7
1.4
0.8
0.5
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.6
0.3
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
0.1
0.1
1.3
0.9
0.4
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
0.1
0.2
0.6
1.9
4.1
5.2
3.3
1.8
0.7
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
0.1
0.3
0.7
1.9
3.8
3.6
2.7
1.7
0.7
0.2
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
0.1
0.2
0.6
1.6
2.9
2.7
2.1
1.4
0.6
0.2
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
0.1
0.2
0.5
1.3
2.0
2.4
2.3
1.3
0.5
0.2
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
0.1
0.2
0.5
1.4
2.1
2.4
2.5
1.5
0.6
0.2
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
0.1
0.2
0.5
1.7
3.2
3.0
2.6
1.7
0.6
0.2
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
0.1
0.2
0.5
2.1
3.7
2.9
2.2
1.5
0.6
0.2
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
0.1
0.2
0.6
2.3
3.6
3.0
2.5
1.7
0.7
0.2
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
0.1
0.3
0.8
1.9
2.6
2.9
2.6
1.6
0.6
0.2
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
0.1
0.3
0.9
2.0
2.7
3.1
2.7
1.5
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.8
2.3
3.2
3.2
2.5
1.4
0.5
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
0.1
0.1
0.2
0.7
2.5
3.4
2.8
2.3
1.4
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
0.0
0.1
0.1
0.3
0.7
2.7
3.0
2.4
2.1
1.3
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
0.0
0.1
0.1
0.3
0.9
2.9
3.2
2.6
2.1
1.2
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
0.0
0.1
0.1
0.4
1.1
2.2
2.7
2.9
2.1
1.1
0.3
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
0.1
0.1
0.4
1.2
2.3
2.7
3.0
2.0
0.9
0.3
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
0.1
0.1
0.4
1.1
2.8
3.0
2.8
1.9
0.9
0.3
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
0.1
0.1
0.3
1.1
2.9
2.8
2.5
1.8
0.9
0.2
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
0.1
0.1
0.3
1.4
2.8
2.4
2.2
1.7
0.9
0.2
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
0.1
0.2
0.4
1.6
2.9
2.6
2.2
1.7
0.8
0.2
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
0.1
0.2
0.5
1.3
2.0
2.4
2.3
1.4
0.6
0.2
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
0.1
0.2
0.5
1.3
1.9
2.2
2.1
1.2
0.5
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
0.1
0.2
0.4
1.4
2.4
2.2
1.7
1.0
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
0.0
0.0
0.1
0.1
0.2
1.2
2.2
1.6
1.3
0.9
0.4
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
0.1
0.1
0.7
1.1
1.0
1.1
0.8
0.3
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
0.1
0.5
0.7
0.7
0.9
0.7
0.3
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
0.1
0.4
0.6
0.6
0.7
0.5
0.2
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
0.1
0.3
0.4
0.5
0.4
0.3
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
0.1
0.2
0.3
0.3
0.3
0.2
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
0.1
0.1
0.2
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
0.1
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
NOTES:
1.PHOTOMETRIC CALCULATIONS PERFORMED
INDICATE FOOT-CANDLE LIGHTING LEVELS AT
GRADE ACROSS THE NEW PARKING LOTS.
T. MANGALAM
T. MANGALAM
E10
ELECTRICAL
SITE PHOTOMETRIC PLANB. PICKETT
PLOT DATE: 5/20/2020 2:31 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\ELECTRICAL\E10 Saved by TMANGALAM Save date: 3/16/2020 10:22 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
SCALE: 1" = 20' - 0"
SITE PHOTOMETRIC PLAN
EXISTING
ENGINEERING
TRAILERS
NEW
ENGINEERING
TRAILER
CALCULATION ZONE NO. 1
LL1
LL1
LL1
LL1LW1
LW1
LUMINAIRE SCHEDULE
SYMBOL TYPE QUANTITY MANUFACTURER CATALOG #DESCRIPTION LAMP WATTAGE
LW1 2 HOLOPHANE HLWPC2P10 40K AS T3M
BKDSP
HLWPC2, 10 LED'S, 40K CCT, TYPE 3 MEDIUM,
FULL CUTOFF, BLACK ALUMINUM HOUSING LED 28
LL1 4 LEOTEK
ELECTRONICS GC1-80F-MV-NW-2XX-350
GC1 F-SERIES, 80F LED, 120V, 40K CCT, TYP 2,
350mA DRIVE CURRENT, FULL CUTOFF, GRAY
ALUMINUM POLE AND HOUSING
LED 85
STATISTICS
DESCRIPTION CALC. ZONE AVG. (fc)MAX. (fc)MIN. (fc)
UNIFORMITY
(AVG/MIN)
LLF
(Light Loss
Factor)
COMPLIANCE WITH
ALBEMARLE COUNTY
PARKING LOTS 1 2.6fc 5.7fc 0.7fc 3.7:1 1.0 YES
POLE MOUNTED
LIGHT FIXTURE, TYP.
WALL-MOUNTED
LIGHTING FIXTURE, TYP.
1
A. MARCH
A. MARCH
E11
ELECTRICAL
LIGHTING CUT SHEETSB. EDWARDS
PLOT DATE: 5/20/2020 1:47 PM BY: CMCNICOLFile: O:\31442-RAL\31442-002\CAD_BIM\CIVIL\E11 Saved by CMCNICOL Save date: 3/18/2020 1:38 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION MOORES CREEK ADVANCED WATER RESOURCE
RECOVERY FACILITY
ENGINEERING BUILDING ADDITION
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA 31442-002
01
MAY 2020B. EDWARDS
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 276071REGULATORY REVIEW 05/2020 LMS
1