HomeMy WebLinkAboutSDP200800004 Plan - Approved 2009-02-11SGC E
N 4971'54
FINAL SITE PLAN FOR
Lt))(C)R COMMERCIAL
TM 78 PARCELS 55D AND 55A4
DB 1515 PAGE 677
RIV NNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
Area 'X'
A Portion o! Parcet 5U4
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Curve
Radius
Tangent
Length
Delta
Chord
Chord Bear.
C1
327.50'
47.07'
93.50'
16'21'31"
93.19'
S 65'46'42"
E
C2
327.50
73.22
144.07
25-12'20"
142.91
S 86'33'38'
E
C3
C4
327.50'
32.50'
24.82'
14.36
49.54'
27.04
8'40'04"
47'39 44
49.50'
26.26
N 76'30'11"
S 82'48'09"
E
E
C5
62.50'
15.46'
30.32'
27'47'29"
30.02'
S 72'52'01"
E
C6
32.50'
17.05'
31.40
55'2135"
30.19'
S 59'04'58"
E
C7
135.09'
26.00'
1 51.38'
21'47'26'
51.07'
S 20'30'27"
E
C8
300.00'
26.95
53.76'
10'16'00
53,66f
TS 14'44'44
E
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CURREAT DEVEL(DPMENT PLANNER
CURRW DEVELOPMENT ENGINEER
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ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILD
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VIRGINIA DEPARTMENT OF TRANSPORATION
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C9.2
C9.3
C10
C11
C12
C13
OWNER/DEVELOPER:
TMP 78-55D:
Nigel or Daryl E. Bray
4585 Deer Bonn Rd.
Keswick, VA 22947
TMP 78-55A4:
Luxor LLC.
195 Riverbend Dr.
Charlottesville, VA 22911
COVER SHEET
GENERAL NOTES & SITE DATA
PROFFERS
OVERVIEW/PHASING PLAN
DEMO/EXISTING CONDITIONS
SITE PLAN
,GRADING AND UTILITY PLAN
LANDSCAPE PLAN
LIGHTING FIXTURE PLAN
1_1GHTING PHOTOMETRIC PLAN
LIGHTING DETAILS
IGHTING DETAILS
STORM SEWER PIPE PROFILES
DROP INLET DRAINAGE CALCULATIONS
UTILITY DETAILS
ROAD PLAN
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DDR PROJECT NO: 5212
INDEX TITLE:
C 1
SHEET NO: 1 OF 15
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C 1
SHEET NO: 1 OF 15
DATE: 12-21-2007
PARKING SCHEDULE
SITE DATA & GENERAL NOTES
GSF
ABBREVIATIONS
LEGEND
Required
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON 04/11/02. USGS DATUM.
6. ALL BLASTING REQUIREMENTS TO INSTALL U11UTiES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE
MODIFIED WITH AS -BUILT ROAD SURVEYS FROM ADJOINING DEVELOPMENT
GENERAL UTILITY NOTES
BENCHMARK - 543.58 FT ON TOP OF DI ON EXISTING ROLKIN ROAD
26
26
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
BUILDING SETBACKS'
THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
20' FRONT ON ROLKIN ROAD
ON U.S. 250
B. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTiON 302 AND SECTION 232 AND AS SPECIFIED ON
SITE DATA
THE DRAWINGS.
MAXIMUM BUILDING HEIGHT: 35'
GENERAL
PAVING SPECIFICATIONS.
ACCEPTANCE OF ALL UiIUTiES.
EXIST NEW DESCRIPTION
EXIST
NEW
DESCRIPTION
LEGAL REFERENCE:
1. CONTACT MISS UTILITY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE
55
12.ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR
LAND USE SCHEDULE:
NOTED ON THE PLANS,
PRE -DEVELOPMENT X POST -DEVELOPMENT X
24
BUILDING: 0 SF 0 25,184 SF 11.9
13,WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER
TM 78, PARCEL 55D AND TM 78, PARCEL 55A4
CONTRACTOR SHALL VERIFY ALL UTiUTY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN
ABAN
ABANDOIN(ED)
IF
IRON FOUND
PROPERTY UNE
15 CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E. WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO
CONTRACTOR'S COORDINATION RESPONSIBILITIES
7
7
SATISFACTION.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS M NOTIFY THE HOW OF SAID
1826)'.
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY G UREUNES OR STANDARDS WHICH ARE ASSOCIATED WITH
Z
OR REFERENCED IN THE RECORDED EASEMENT.
1' ' ,:;
x 125 TC
TOP OF CURB ELEVATION
SOURCE OF TiTLE FOR PARCELS:
PARCEL 55D: DB 3517-606 PARCEL 55A4 -OB 3520-357
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE
ADJ
ADJUST
IS
IRON SET
„ „ "
""_"' "" - - - - ADJACENT PROPERTY UNE
; GS <:.;
x 125 BC
BOTTOM OF CURB ELEVATION
COMPLETED INCLUDING UTILITY POLES.
REPRESENTATION ONLY. THE OWNER DR IT'S REPRESENTATiVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE C:ONSTRUC110N: IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
6. CONTRACTOR SMALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE.
STANDARD PROCTOR METHOD PER ASTM D 69& E THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN
COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOL
7. CONTRACTOR SHALL NOT RELY`SOUlY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
OWNER/DEVELOPER:
PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE
APRX
APPROXIIMATE
LOD
LIMIT OF DISTURBANCE
- - - - - VACATED PROPERTY LINE15
ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY HEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL
ASTM D 2487, CLASwiCA a GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC.
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
5, ALL FINISHED GRADING, SEEDING AND SOOING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE,
TMP 78-550:
UTILITIES, NOR DOES IT GUARANTEE AGAINST THE"POSSIBIUTY THAT ADDITIONAL UTiUTIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND
6. CUT AND PATCH WORK IN EXISTING PUBUC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS
SHALL BE RESPONSIBLE TO REPAIR, RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER
AND SPECIFICATIONS.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
x 125 FL
FLOW UNE ELEVATION
NIGEL or DARYL E. BRAY
PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES,
BFC
BOTTOM FACE CURB
LF
LINEAR FEET
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
GENERAL NOTES
4585 DEER BONN RD.
AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING
14. CONTRACTOR SHALL DISPOSE ()F DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULA11ONS (WHICHEVER ARE MORE STRINGENT).
AMERICANS
ORDINANCES AND STATUTES.
""'-
��' BUILDING SETBACK
1€:3 :''
x 125 EOP
EDGE OF PAVEMENT ELEVATION
KESWICK, VA 22947
UTiUTIES AND THE PROPOSED UTiUTY ROUTES, INCLUDING ROUTES WITHIN THE PUBUC RIGHTS OF WAY.
BFE
BASEMEHNT FLOOR ELEVATION
LT
U- FT
rz
& PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO EUMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
114
TMP 78-55A4:
3. WHERE AN EXISTING UTIUTY IS FOUND TO CONFUCT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT
BM
BENCHMIARK
MAX
MAXIMUM
�-- PARKING SETBACK
.v 1C;`
x 125
SPOT ELEVATION
WXOR LLC.
THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMA11ON FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOWTiON OF
NNW
*awl a■ ■ ZONING UNE
s ' ",:r
x 125TWTOP
OF WALL ELEVATION
195 RIVERBEND DR.
CHARLOTTESVILLE, VA 22911
THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBUGA11ONS FOR
BC
BUILDING CORNER
MIN
MINIMUM
Lij
O
�
EXISTING ZONING: POMC: PLANNED DISTRICT MIXED COMMERCIAL
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
BOW
BOTTOM OF WALLMON
MONUMENT CONCRETE
LIMITS OF DISTURBANCE
x 125 E3w
BOTTOM OF WALL ELEVATION
4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO
TEST PIT LOCATION/BORING LOCATION
MAGISTERIAL DISTRICT RIVANNA
BE INSTALLED ACCORDING TO COUNTY STANDARDS.
BS
BOTTOM OF SLOPE
NTS
NOT TO SCALE
��111e� FLOODPLAIN LIMIT
V
U
SOURCE OF BOUNDARY SURVEY:
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,. WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES,
CG12
ACCESSIBLE CURB RAMP
PRVD
PROVIDED
-® UNDISTURBED BUFFER ZONE
BENCHMARK
BLA PLAT BY DOMINION DEVELOPMENT RESOURCES, L.L.C.
AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
I
w
DEED BOOK NUMBER 3517, PAGE NUMBER 606
CF
CUBIC FFEET
R
RADIUS
•
IRON FOUND
PARKING SCHEDULE
A. IMPERVIOUS SURFACES: FLUSH
GSF
B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
SOURCE OF TOPOGRAPHY:
Required
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON 04/11/02. USGS DATUM.
6. ALL BLASTING REQUIREMENTS TO INSTALL U11UTiES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE
MODIFIED WITH AS -BUILT ROAD SURVEYS FROM ADJOINING DEVELOPMENT
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
BENCHMARK - 543.58 FT ON TOP OF DI ON EXISTING ROLKIN ROAD
26
26
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
BUILDING SETBACKS'
THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
20' FRONT ON ROLKIN ROAD
ON U.S. 250
B. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTiON 302 AND SECTION 232 AND AS SPECIFIED ON
30' FRONT
THE DRAWINGS.
MAXIMUM BUILDING HEIGHT: 35'
9. THE CONTRACTOR IS REQUIRE=D TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE
PAVING SPECIFICATIONS.
ACCEPTANCE OF ALL UiIUTiES.
6' -'#21A AGGREGATE BASE MATERIAL
10 ALL CONCRETE USED IN UTIUTY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
2" - SM -9.5A SURFACE MATERIAL
Office
SIDEWALKS: 4" - 4000 PSI CONCRETE
11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCi1ONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.
55
12.ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR
LAND USE SCHEDULE:
NOTED ON THE PLANS,
PRE -DEVELOPMENT X POST -DEVELOPMENT X
24
BUILDING: 0 SF 0 25,184 SF 11.9
13,WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER
PAVED: 0 SF 0 115,704 SF 54.5
100 71,311 SF 33.6
FACIUTIE&
PERVIOUS 212.199 SF
TOTAL 212,199 SF 100 212,199 SF 100
14.FOR UTiUiiES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO
227
NOT LESS THAN 95X OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M.
15 CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E. WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO
PARKING SCHEDULE
Building #
GSF
Use
Ratio/Multiplier
Required
Provided
1
6400
Office
250
26
26
3
20250
Office
250
81
81
4
10180
Office
250
41
41
5
13819
Office
250
55
55
7
6000
Offloe
250
24
24
Total
56,649
ACHIEVED.
-CATV -
227
227
HC Spaces
Included in Table
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
CONTRACTOR'S COORDINATION RESPONSIBILITIES
7
7
CONSTRUCTION OF SUBBASE AND/OR PAVING.
16.THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED
ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE
STANDARDS AND SPECIFICATIONS OF VDOT.
17.ALL WATERUNES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE
(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS.
1&pROpOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACIUTY SHALL BE LOCATED WITH A
MINIMUM 5 FOOT SEPARATION FROM PUBLJC WATERMAINS AND SANITARY SEWER.
ig-ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE UGHTiNG IN ACCORDANCE WITH NATIONAL ELECTRIC
CODE
CL
2OALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO .ASTM C-76, UNLESS INDICATED OTHERWISE ON
*HOV spaces counted as two standard spacme.
PLANS.
CUBIC YfARDS
21.ALL CONDENSE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOAC NATIONAL PLUMBING CODE.
CALCULATIONS FOR LOADING SPACES. 56,649-8,000=48,649
DIA
3+1 FOR FIRST 8000
22BUSTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS M REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,
TOTAL SPACES REQUIRED: 4
TO MATCH FINISHED GRADES.
TOTAL SPACES PROVIDED: 4
23. CONTRACTOR SHALL NOT INSTALL ANY WATER SERVICES UNTIL FIXTURE COUNTS ARE PROVIDED TO THE ACSA TO SIZE METERS ACCORDINGLY.
CALCULATIONS FOR DUMPSTER PADS: 1 PER COMMERICALANDUSTRIAL BUILDING AT 4,000 GROSS SF OR WATER
GENERAL CONSTRUCTION NOTES (PART ONE)
5 COMMERCIAL BUILDINGS WITH 4,000 GROSS SF OR GREATER = 5
ES
TOTAL DUMPSTERS REQUIRED: 5
I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
TOTAL DUMPSTERS PROVIDED: 4 (A DUMPSTER PAD WAIVER HAS BEEN APPROVED)
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
FL
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
ITE TRIP GENERATION FOR WXOR COMMERCIAL X a 1000 SF GROSS FLOOR AREA
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
LAND USE CODE (750) - OFFICE PARK T = AVERAGE VEHICLE TRIPS PER DAY
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
PEAK MORNING EQUATION Ln(T) = 0.84 Ln(X) + 1.51 R"2 = 0.87
INSTALLED PRIOR iO ANY CLEARING, GRADING OR OTHER CONSTRUCTION•
X = 153, T PEAK HOUR MORNING = 310 TRIPS/DAY
GUARDRAAIL
PEAK AFTERNOON EQUATION T = 1.21X + 106.22 R"2 - 0.91
4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
X = 153, T PEAK HOUR MORNING = 292 TRIPS/DAY
OVERHEAD TELEPHONE LINE
DAILY EQUATION T = 10.42X + 409.04 R"2 = 0.88
S THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HOIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
X = 153, T PEAK HOUR MORNING = 2004 TRIPS/DAY
ACHIEVED.
-CATV -
6. PAVED, RIP -RAP 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
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
CONTRACTOR'S COORDINATION RESPONSIBILITIES
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS M NOTIFY THE HOW OF SAID
1826)'.
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY G UREUNES OR STANDARDS WHICH ARE ASSOCIATED WITH
Z
OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL CONSTRUCTION NOTES (PART TWO)
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
1, WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL
OF ANY CONSTRUCTION.
CONFORM TO THE LATEST EDITION OF THE VR=A DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND
4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT
BRIDGES,
ENGINEER FOR CLARIFICATION AND/OR DIRECTiON. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/IfR OWN
Z USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS,
RISK.
AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' UFTS.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTIUTIES IN CONFUCT WITH PROPOSED WORK HAS BEEN
I COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
COMPLETED INCLUDING UTILITY POLES.
AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE C:ONSTRUC110N: IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
6. CONTRACTOR SMALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE.
STANDARD PROCTOR METHOD PER ASTM D 69& E THE DENSITY OF THE ADJACENT SOL IS MORE THAN THE DENSITY SPECIFIED, THEN
COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOL
7. CONTRACTOR SHALL NOT RELY`SOUlY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS
4, AREAS ON SIM FILL IS TO BE PLACED SHALL BE CLEARED, GItlI9BED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS,
DEBRIS, ROOTS, WOOD. SCRAP MATERIAL., VEGETATION, REFUSE. SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTiANAL
MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, .IF A PERMIT EXISTS.
MATERIAL WITH THE CHARACTERISTICS REWIRED TO COMPACT TO THE SOL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND
FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GMC, GC,.SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS. (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO,
AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY HEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL
ASTM D 2487, CLASwiCA a GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC.
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
5, ALL FINISHED GRADING, SEEDING AND SOOING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE,
SHALL BE INCLUDED IN BASE BID.
PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND
6. CUT AND PATCH WORK IN EXISTING PUBUC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS
SHALL BE RESPONSIBLE TO REPAIR, RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER
AND SPECIFICATIONS.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
(VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
RECREATION (GOR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A
GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTiON PLAN IN ACCORDANCE WITH THE VSMP
.. .,
& IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
REG,ULATiON&
CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
m
SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
GENERAL NOTES
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
ACCESSIBLE ROUTES' PARKING SPACES, RAMPS, SIDEWALKS AND WAiKWAYS SMALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL
14. CONTRACTOR SHALL DISPOSE ()F DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULA11ONS (WHICHEVER ARE MORE STRINGENT).
AMERICANS
ORDINANCES AND STATUTES.
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2. ALL STAIRS WITH DIREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTIJTY
COMPANY STANDARDS SPECIFlCgONS..AND DETAILS. THE CONTRACTOR 'SHALL CXDORDINATE UTILITY SERVICE DISCONNECTS WITH TRE
3 SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET.
UTILITY REPRESENTATIVES.
4. TO THE BEST OF OUR BEL.EF AND KNOWLIOGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY.
rz
& PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO EUMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
CL
CHAIN WNK
CONC CONCRETE
CY
CUBIC YfARDS
C/C
CENTER TO CENTER
DIA
DIAMETER
DC
DECK =NER
DW
DRIVEWAAY
EC
EDGE OFF CONCRETE
EP
EDGE OFF PAVEMENT
ES
END SECCTION
EXIST EXISTINGG
FC
FENCE CCORNER
FL
FENCE LUNE
FIFE
FINISHEDD FLOOR ELEVATION
FT
FUEL TAANK
GE
GROUND) ELEVATION
GR
GUARDRAAIL
UTILITY
ARV AIR REL•:EASE VALVE
BOA BLOW Off ASSEMBLY
CO CLEANOJ'IT
CPD TELEVI90ON PEDESTAL
CAN CABLE 1ELEVISION
CMP CORREGAITED METAL PIPE
DFC DRAINFIEELD CORNER
DI DROP INILET
DIP DUCTILE I IRON PIPE
ET ELECTRIC: TRANSFORMER
EW END WALLL
FH FIRE HYDDRANT
FM FORCE MAAIN
FO FIBER OPPTIC
FT FUEL TAKNK
GL GAS UNEE
GM GAS METIiER
GT GREASE ' TRAP
GP GUY POLLE
GW GUY W IRRE
GV GATE VAALVE
HDPE HIGH DDNSTY POLYETHYLENE
INV INVERT
NOTES:
REQD REQUIRED
RT
RIGHT
R/W
RIGHT OF WAY
SE
SPOT ELEVATION
SQ
SQUARE
STA
STATION
SW
SIDEWALK
TBA
TO BE ABANDONED
TBC
TOP BACK CURB
TBR
TO BE REW\&U
TC
TOP OF CURB
T RMI
TO REMAIN
TOW
TOP OF WALL
TS
TOP OF SLOPE
TYP
TYPICAL
WET
*-LANDS
WSE
WATER SURFACE EDGE
LP LIGHT POLE
MH MANHOLE
MHO MANHOLE (DRAINAGE)
MHE MANHOLE (ELECTRIC)
MHS MANHOLE (SEWER)
MHU MANHOLE (UTIUTY)
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PP POWER POLE
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
SAN SANITARY
SCC STORMWATER CONVEYANCE CHANNEL
TOP TOP ELEVATION
TP TELEPHONE POLE
TPD TELEPHONE PEDESTAL
TSV TAPPING SLEEVE & VALVE
UE UNDERGOUND ELECTRIC
UP UTILITY POLE
LIT UNDERGROUND TELEPHONE
WL WATER LINE
WM - WATER METER
WV WATER VALVE
1. THE SSIZE OF THE SYi4BOLS MAY VARY FROM THOSE SHOYAN.
2. ALL AABBREVIATiONS AND SYMBOLS SHOWN MAY NOT BE USED.
3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS.
......
- 12 -
00
EDGE OF GRAVEL
.. ............. ""..
A
EDGE OF PAVEMENT
y W W
- - - - -
ROLL TOP
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CG -2
STANDARD 6" CURB
:
CG -3
STANDARD 4" CURB
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COMBINATION 6" CURB & GUTTER
0
CG -7
COMBINATION 4" CURB & GUTTER
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4 B
BUILDING ENTRANCE
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LOADING DOCK
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BOLLARD
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- UGE -
SIGN
............................€:......... r r STEEL GUARDRAIL
................z z................ rl WOOD GUARDRAIL
PATH
TREE LINE
" FENCE
Cain= BLOCK WALL
RETAINING WALL
STREAM / WATER COURSE
_.... _
...... POND
31r---
- - €;,i -
- 12 -
00
INTERVAL CONTOUR
INDEX CONTOUR
RIPRAP
A
PARKING COUNT
y W W
GRASS
CROSSWALK
EC -2 BLANKET MATTING
a••s
HANDICAP ACCESSIBLE AISLE
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-4"FP -
FIRE PROTECTION LINE
-- - '� ----
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VAN -ACCESSIBLE HANDICAP PARKING
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VAN
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�.................. Y�....,...........
CONCRETE PAVEMENT / SIDEWALK
Y
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NEW ASPHALT
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EC -2 BLANKET MATTING
a••s
EC -3 TYPE A
"
EC -3 TYPE B
.....± ...a ....... D
WETLAND
SANITARY EASEMENT
....... _ _ GRADING EASEMENT
- -- ---- DRAINAGE EASEMENT
-_ ._..... - UTILITY EASEMENT
.......... .................... - WATER EASEMENT
---"--- ACCESS EASEMENT
.................................... - STORM DRAINAGE EASEMENT
GENERAL WATER & SEWER CONDITIONS
(1) Work shall be :subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be
responsible for, not*g the proper ACSA officials at the start of the work.
off existing utilities across the line of the proposed work are not necessarily (2) The location ex g pop shown on the plans, and where
shown, are onlly approximately correct. The Contractor shall, on his own initiative, locate all underground lines and
structures as ineceasary.
(3) All materials amd construction shall comply with -the current edition of the General Water & Sewer Construction
Specifications, as adopted by the ACSA.
(4) Datum for all elevations shown in National Geodetic Survey.
(5) The Contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
(6) All water and sewer pipes shall have a minimum of throe (3) feet of cover measured from the top of pipe over the
centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc.
(7) All water and sewer appurtenances are to be located outside of roadside ditches.
(8) Valves on deaid-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line.
-� IRON SET
DRAIN INLET (DI)
® STORM/SANITARY MANHOLE
E PLUG OR STUB
HEADWALL
UD
UNDERDRAIN
-
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STORM SEWER
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ROOF DRAIN
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TRENCH DRAIN
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WATER LINE
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FIRE PROTECTION LINE
-- - '� ----
-2"DW
WATER SERVICE LINE
- a ----
- c
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OHE -
OVERHEAD ELECTRIC WiRE
'' --
- UGE -
UNDERGROUND ELECTRIC
- CHI --
- OHT -
OVERHEAD TELEPHONE LINE
---- uri - --
- UGT -
UNDERGROUND TELEPHONE UNE
onry .............
-CATV -
CABLE TV
DRAIN INLET (DI)
® STORM/SANITARY MANHOLE
E PLUG OR STUB
HEADWALL
MATCHUNE
RWSA GENERAL WATER & SEWER NOTES
1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO
THE START OF WORK. A PRECONSTRUCTiON CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START
OF WORK.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS
DAYS PRiOR TO THE START OF CONSTRUCTION.
5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TiE-INS TO THE EXISTING
SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RNA STAFF. NO WORK
SHALL BE CONDUCTED ON RWSA FACIUTiES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
6) FOR SANITARY SEWER UNE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TiE-INS TO THE
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE
SYSTEM.
7) THE LOCATION OF EXISTING U11UTIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE 11ME OF
DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE
AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS THE CONTRACTOR SHALL USE DUE DIUGENCE TO PROTECT
ALL UTiUTIES AND STRUCTURES FROM DAMAGE AT ALL TiMES, WHETHER SHOWN ON THE PLANS OR NOT.
DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL
CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS
PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FIRING SHALL BE PERMITTED IN THE RWSA
EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACWTiES WITHOUT WRITTEN PERMISSION
AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A
PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE
UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING
PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING PIPE WILL BE REQUIRED.
11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FWSHED AND WATER SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE
CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM.
12) ALL EASEMENTS FOR NEW RWSA FACIUTiES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACIUTIES
INTO SERVICE.
13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
CPO
SEWER CLEANOUT
mCb
®
WATER VALVE & BOX
FIRE HYDRANT
"
®
WATER METER
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WATER WELL
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MATCHUNE
RWSA GENERAL WATER & SEWER NOTES
1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO
THE START OF WORK. A PRECONSTRUCTiON CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START
OF WORK.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS
DAYS PRiOR TO THE START OF CONSTRUCTION.
5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TiE-INS TO THE EXISTING
SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RNA STAFF. NO WORK
SHALL BE CONDUCTED ON RWSA FACIUTiES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
6) FOR SANITARY SEWER UNE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TiE-INS TO THE
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE
SYSTEM.
7) THE LOCATION OF EXISTING U11UTIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE 11ME OF
DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE
AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS THE CONTRACTOR SHALL USE DUE DIUGENCE TO PROTECT
ALL UTiUTIES AND STRUCTURES FROM DAMAGE AT ALL TiMES, WHETHER SHOWN ON THE PLANS OR NOT.
DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL
CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS
PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FIRING SHALL BE PERMITTED IN THE RWSA
EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACWTiES WITHOUT WRITTEN PERMISSION
AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A
PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE
UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING
PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING PIPE WILL BE REQUIRED.
11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FWSHED AND WATER SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE
CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM.
12) ALL EASEMENTS FOR NEW RWSA FACIUTiES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACIUTIES
INTO SERVICE.
13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
GIF
Tt Othy Ray Miller
Lic. No. 30542
elsS/ONAL ENG\
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Tt Othy Ray Miller
Lic. No. 30542
elsS/ONAL ENG\
DDR PROJECT NO: 5212
INDEX TITLE:
C2
SHEET NO: 2 OF 16
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C2
SHEET NO: 2 OF 16
DATE: 12-21-2007
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1 Typical Paving Section Detail
C 3 NOT TO SCALE
A
VARIABLE WIDTH --
CLASS A-3 CONC.
SLOPE: 1/4" 1' (MAX
4
VDOT 21A \—COMPACTED SUBGRADE
STONE BASE 95% COMPACTED
2
TvRical Sidewalk Cross Section_
C 3 NOT TO SCALE —
Proffers for ZMA2004-0012
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the
property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such
conditions have a reasonable relation to the rezoning request.
1.The location of the structures relative to the exterior public streets, ingress and egress points, and sidewalks to the exterior public streets, ingress and egress points, and sidewalks shown
on the application plan may not be varied under Albemarle County Code § 18-8.5.5.3, in effect on October 12, 2005, a copy of which is attached hereto as Exhibit A, from that as shown
on the plan produced by Rivanna Engineering, dated October 13, 2004, last revised July 27, 2005, entitled "Application Plan for Luxor Commercial Center", herein referred to as the
"Application Plan."
2. Permitted uses of the property, and/or uses authorized by special use permit, shall include only those uses allowed in Albemarle County Code § 18-22 in effect on October 12, 2005,
a copy of the section being attached hereto as Exhibit B, except the following:
a. The following retail sales and service establishments:
1. Department store.
2. Retail nurseries and greenhouses.
b. The following services and public establishments:
1. Cemeteries.
2. Indoor theaters.
3. Laundromat (provided that on attendant shall be on duty at all hours during operation).
4. Automobile service stations (reference 5.1.20).
5. Automobile, truck repair shop excluding body shop. (Added 6-3-81; Amended 9-9-92)
3. No building permit shall be issued unless and until the Director of Planning, or his assigns, determines that those building facades that are not governed by a certificate of
appropriateness issued by the Albemarle County Architectural Review Board are in general accord with the "Perspective View from Route 250 Looking NW," prepared by Bob Anderson and
dated January 19, 2005, which is attached hereto as Exhibit C. The facades shall be determined to be in general accord if the form, massing, character and detailing conform in all
material respects to the building elevations. The exterior colors of the buildings shall be earth tone.
4. A plaza shall be provided between the two larger buildings fronting Route 250. This space shall be no smaller than shown on the Application Plan and shall include outdoor amenities
(e.g., landscaping, sidewalks, benches, tables). There will be a pedestrian passage that connects the plaza and the parking lot behind the buildings. This passage shall be a minimum of
20—feet wide and may have a roof and support structures (e.g. columns), but shall remain open on two sides (i.e., shall not have walls, windows or doors). A certificate of occupancy for
buildings four and five will not be issued until the plaza between these buildings is constructed. The plaza will be constructed of concrete. The plaza material may be altered if approved by
the Director of Planning.
5. Prior to the first final site plan approval, the owner shall submit a tree conservation plan (the "plan") prepared by a state certified arborist for the two large existing evergreen trees in
the southeastern corner of the site, as shown on the plan. The plan shall be submitted to the Director of Planning for review and approval to assure that all applicable requirements hove
been satisfied. The plan shall specify tree protection methods and procedures, including fertilizing, tree protection fencing and mulching. The approved plan shall be complied with during
and after development of the property. When the tree conservation plan is submitted, the owner also shall submit a bond or other form of surety in on amount of $2,000 to guarantee the
replacement of one or both trees in the event that either or both die or are damaged for a period of 2 years after approval of the final site plan for the land on which the two trees are
located. The bond or other surety shall be in a form acceptable to the County Engineer and the County Attorney. The location of any sidewalk or any other improvements within 15 feet of
either of the trees shall be subject to design review during review of the first preliminary site plan for the land on which those sidewalks, other improvements, or the two trees are located t
by the Director of Planning.
6. The Owner of TMP 78-55A4 shall construct a two lane road between the Rolkin Road Roundabout and the eastern boundary line of the site, as generally depicted on the Application
Plan and labeled "Aunt Sarah's Lane." This road shall be constructed in conjunction with the first final site plan approved for the area under this rezoning and shall meet VDOT design
and construction standards. The purpose of this road shall be to provide for the ultimate interconnection to the Route 250/ State Farm Boulevard (Route 1117) intersection. In conjunction
with the approval of the first final site plan approved for the property, the Owner of TMP 78-55A4 shall reserve the necessary right of way of the two lane road, including all necessary
drainage easements, for future dedication to the County and will dedicate this right of way upon demand by the County. A plat showing future dedication to be accepted by the Board will
be prepared at the Owner's expense.
7. The Owner of TMP 78-55A4 shall construct a five (5) foot wide pedestrian asphalt path from Aunt Sarah's Lane to the property's common line with West Minster Canterbury in the
general location shown on the Application Plan. The purpose of this path shall be to facilitate on ultimate pedestrian connection to West Minster Canterbury. This path shall be constructed
in conjunction with the first final site plan approved for the property.
8. The Owner of TMP 78-55A4 shall provide a bicycle rack to hold at least 5 bicycles at a location on TMP 78-55A4 to be determined with the first site plan approved for the property.
The bicycle rack shall be installed prior to the issuance of the first certificate of occupancy on the property.
9. At such time as a public road interconnection is made between the Route 250/ State Farm Boulevard (Route 1117) intersection and the two lane road referenced in Proffer No.6 the
Owners of TMP 78-55A4 and TMP 78-55D, and any parcel(s) of record which may be created therefrom in the future shall close the ingress into their parcels at the current Aunt Sarah's
entrance on Route 250.
Conditions of approval for SP -2004-038•
The Board unanimously approved SP -2004-038 to allow a drive—in window for a bank on Tax Map 78, Parcel 55A4 in the Rivanna
Magisterial District in conjunction with the ZMA 2004-012 application plan dated October 13, 2004 with the following conditions:
1. Drive—through windows will be limited to three (3), including one to be used for on ATM;
2. Architectural Review Board issuance of o Certificate of Appropriateness; and
3. Applicant is responsible for installation and maintenance of control devices such as signage, and pavement markings as indicated
on the application plan. The crosswalk just beyond the drive—up window bays for the bank shall be identified with crosswalk
signage on either side of the drive aisle.
Conditions of approval for SP -2005-002:
The Board unanimously approved SP -2005-002 to allow for a veterinary office on Tax Map 78, Parcel 55D in the Rivanna Magisterial
District in conjunction with the ZMA 2004-012 application plan dated October 13, 2004 with the following ccrditions:
1. A separate entrance and exit shall be provided for the clinic in accordance with Section 5.1.114;
2. No outdoor exercise area shall be permitted;
3. A note shall be added to the plan to identify the two (2) trees that are to be bonded;
4. The veterinary clinic be identified as located in building 4; and
5. Architectural Review Board issuance of a Certificate of Appropriateness.
Conditions of approval for SP -2007-0017:
1. A separate entrance and exit shall be provided for the clinic in accordance with Section D;
2. No outdoor excercise area shall be permitted;
3. The veterinary clinic shall be identified as located in building and;
4. Architectural Rreview Board issuance of a Certificate of Appropriateness;
5. Special Use Permit 2007-0017 shall be valid eighteen (18) months of its date of approval.
Conditions of approval for SP -2008-0059•
1. A separate entrance and exit shall be provided for the clinic in accordance with Section D;
2. No outdoor excercise area shall be permitted;
3. The veterinary clinic shall be located in building 4, as shown on the plan entitled "Application
prepared by Rivanna Engineering, dated October 13, 2004, last revised July 25, 2004.
4. Architectural Rreview Board issuance of a Certificate of Appropriateness; and
5. Special Use Permit 2008-0059 shall be valid forty—eight (48) months from January 14, 2009.
WIDTH VAFRIES
3,0000 PSI Concrete
f- 4' 6»
#4 @ 12"
VDOT 21 A--/
COMPACTEED SUBGRADE EACH WAY
STONE BASE 95% COMFPACTED
3 Typical Pavement Section — Dum ster Pad
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DDR PROJECT NO: 5212
INDEX TITLE:
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SHEET NO: 6 OF 16
DATL: 12-21-2007
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�„ f EX T 20' RW51 11
A1. WATERLINE EASEMENT
DB X520-686 ,
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�V 11I � _�11 `', Contractor shall cordmate with RW5A and ACSA during construction of
>�; .. 30 ♦ ; �.' . \. \\ \ the connection to the exi5tmg waterline, Contractor shall use due
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I lgence o protect the A 18" waterline during construction
Contractor shall verify the horizontal and vertical location of the w
prior to connecting to the existing water system. RW5A shall be
w....... \ GOo,�'..\ `\ \ ; , !1 contacted 3 business days In advance of the test pit and shall be present
.14 -I ! �� "�I�
.f1 `� 'n �`` `� during the test pit. A minimum of 3 business days notice shall be given to
�_ - 1 i I °`.,� s; �,�` `;"'. ► ' "-' j- ' I RW5A prior to connection to the existing water system. No permanent
- \ I- > ,� ' ' " • N 1 b�� s\ ' i 'sFc K : connections to the potable water 5aysem are allowed until the new
\I. M --�. n , �, \ s� ss is, waterlines are tested, dmfected, and ready for service. See RW5A
ti r 5 00 � s, � : General Notes on Sheet C2.
S ISTIN s S�`jl. \ �/ \!` \k. I !S}'c' I�P� j
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LANDSCAPING CANOPY REQUIRED:
10% of Total 51te Area
3
Shade Trees
Total Site Area 2 12, 199 5F (4.87 Acres)
212,199 5F ' = 21,220 5F Required
Code Name
#
\ -
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— ,
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Total Area (SF)
1
LANDSCAPING CANOPY PROVIDED:
G
Acer rubrum 'Red Sunset'
'Red Sunset' Red Maple
6" Cal.
Existing Canopy = i White Pines (Replacement trees, if needed
`
7
T -AR
G
are lnclud ed m the total lent count - See note this sheet}
"
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510
3,570
DRIP LINE New Canopy = 38,240 SF
T -ARA
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Acer rubrum 'Armstrong'
i
PLANT L I ST
Quantity
Code Name
Symbol
Scientific Name
Common Name
Planting Size
Canopy Area (SF)
Total Area (SF)
1
T-ARRS
G
Acer rubrum 'Red Sunset'
'Red Sunset' Red Maple
6" Cal.
510
510
7
T -AR
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Acer rubrum 'Red Sunset'
'Red Sunset' Red Maple
3.5' Cal.
510
3,570
24
T -ARA
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Acer rubrum 'Armstrong'
'Armstrong' Red Maple
2.5" Cal.
53
1,272
22
T- QP
924
Quercus phellos
Willow Oak
2.5" Cal.
419
9,218
2
P
T - UP
1
ulmus arvif Iia
p o
Chinese Elm
2.5 Col.
423
846-
1
T-ZSGV
Q
Zelkova serrata 'Green Vase'
'Green Vase' Zelkovo
6" Cal.
395
395
31
T -ZS
Leucothoe axillaris
Zelkova serrata 'Green Vase
'Green Vase' Zelkova
1 2.5 Cal.
395 1
12,245
Total Canopy Provided = 38,240 5F .
TREES: , , V1 �T9;1 ornamental Trees
STREET _
Required: Rolkln Rd 335tLF/40LF = 8 Trees p
Provided: (7) Trees (sidewalk conflicts)��
•
Required: Luxor Rd (Ex'4) - 346-±-LF/40LF = 9 Trees
ST 12 y
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Provided: (5) Trees (sidewalk conflicts) 15TIN
l
1,
Required: Luxor Rd (Prop.) - 361 ±LF/4OLF = 9 Trees
Quantity
Code Name
Symbol Scientific Name
Common Nome
Planting Size
Canopy Area (SF)
Total Area (SF)
4
T -AG
Acer ginnala
Amur Maple
3.5' Col.
206
824
2
T -CC
Cercis canadensis
Redbud
8-10'
124
248
5
T-CCFP
Cercis canadensis 'Forest Pansy'
'Forest Pansy' Redbud
8-10'
124
620
12
T— LI
Logerstroemia 'Tuscarora'
'Tuscarora' Cropemyrtle
8-10
77
924
3
T -PC
Prunus corinthion 'Rose'
'Rose' Flowering Peach
8-10
99
297
1
T-S
Styrax japonicus
Japanese Snowbell
1 8-10
94
94
f I Provided: (9) TreesBraadleaved
' " r O ) -JC
Richmond Rd - 534±LF/35LF = 15 Trees ,� 'V 'IV ° \�` 1 1 ' 190 c Ever reena
Provided: I I) Trees (utility conflicts road curvature) ,,�'
( Y ' STIR 12,A. - — .. __
s
APING. � EwsT�t
lANDSC - ✓ 1 1
INTERIOR �BLDG.3
: I
Required; Tree per 10 Padang Spaces r 3-5TORY
q 251/10 = 25 Trees ��.� %, �' ; } 20,250 5F OFFICE
FFE= 534.8
Provided: 32 Trees ' �; ¢ �,' + _; r :•
..
% of Total Parking Area :'' ' '
NOTES: Area Required: 5 .� .9
• F = 3 834 5F �:..•:: (6) T -ZS
1. Contractor to install chain link ft,ncing with posts set 0.05 76,776 S /� (1) r_ > ' i;:: / (13) s -F ;':•;;, j 4
= 13 168 5F l?i ./ < ' t. ,r., ' 1 #. _ul - i u
three (3) feet on center. Fencing shall be placed as close Area Provided: , �I { iM �«.� 1 1
tic -
TREE PROTECTION FENCING DETAIL.ilk
1104
INS, .1
GAOO 5F OFFICE
04 FM
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(3) T -AR
(2) T -CC
s
1
Quantity
Code Name Symbol
Scientific Name
Common Name
Planting Size
Canopy Area (SF)
Total Area (SF)
28
S -AZ
Azalea x 'Robin Hill'
'Robin Hill' Azalea
24"
114 1
952
5
S -CPI
Camellia 'Pink Icicle'
'Pink Icicle' Camellia
24-36
3 1
39
87
S-ICBC
Ilex crenato 'Bennet's Compacta
'Bennet's Compacta' Japanese Holly
24"
16
1,392
155
S -ICH
Ilex crenato 'Hoogendorn'
'Hoogendorn' Japanese Holly
24"
16
2,480
8
S-ICST
Ilex crenato 'Soft Touch'
'Soft Touch' Japanese Holly
24--16
128
2
5-IXNS
Ilex x 'Nellie R. Stevens'
'Nellie R. Stevens Holly
4-5
44
88
43
S-IXP
Ilex x 'Patriot'
'Patriot' Red Holly
6-7'
16
688
5
S -LA
Leucothoe axillaris
Coast Leucothoe
18-24"
28
140
4
S -PJ
Pieris japonica 'Scarlett O'Haro'
Scarlett O'Hara' Pieris
24
36
144
99
S-PLOL
Prunus lourocerasus 'Otto Luyken'
'Otto Luyken' Laurel
24"
10 1
940
5
S -PLS
Prunus lourocerasus 'Schipkaensis'
'Schipke' Laurel
24"
110 150
Quantity
Code Name Symbol
Scientific Name
Common Nome
Planting Size
Canopy Area (SF)
Total Area (SF)
68
S-AGLR
Abelio x grandiflora 'Little Richard'
'Little Richard' Abelio
24"
114 1
952
13
S -FG
Fothergillo gardenii
Dwarf Fothergilla
18-24
3 1
39
8
S -ND
Nondina domestica
Nandina
24"
17
136
Quantity Code Name Symbd Scientific Name
Common Nome
Planting Size Canopy Area (SF) Total Area (SF)
206 G -JC �. Juniperus chinensis 'Expanse'
Parson's Juniper
#3
G -LM Liriope muscori 'Big Blue'
'Big Blue' Lilyturf
1 Gal
37 G -MCA I Muhlenberghia capilloris
Muhly Grass
24"
TOTAL CANOPY AREA (SF) : 38,240
REPLACEMENT TREES FOR THE 2 WHITE PINES (PINUS STROBUS), IF THEY SHOULD DIE, SHALL BE
ZELKOVA SERRATA 'GREEN VASE' FOR WHITE PINE # 11063 AND ACER RUBRUM 'RED SUNSET' FOR
WHITE PINE # 11068. THE PROPOSED TREE CALIPER SHALL BE 6" OR GREATER. THE REMAINING
STUMPS OF THE WHITE PINES SHALL BE GROUND THOROUGHLY AND THE PROPOSED SHADE TREES
SHALL BE PLANTED IN THEIR PLACE.
/ 30 0 30 60 90
SCALE: 1" = 30'
(3) T-CCFP
(4) T -AR
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DDR PROJECT NO: 5212
INDEX TITLE:
C0
0
SHEET NO: 8 OF 16
DATE: 12-21-2007
R�1�10114V
LUMINAIRE LOCATIONS
A
787A
154.1
18A
No.
Label
Location
X
Y
MH -
TIR
0.0
-4A9-i
A
648 1
300 2 -
--+�
0.0
163
-
Go 4
609.6
46,0
0.0
0.0
c
761.8
OF 4
6M.8
2"4
lea
0.9
757.3
4
OF 11
- 604.9
979 4
46.0 -
774.8
167.8
46.0
6F 4
828.4
"^e 4--48
8 --69--
110.3
46.0
6
OG -1
692.2
178.7
16.0
0.0
0.0
7
OG -1
987.9
241.6
16.0
0.0
170
8
00-1
846.4
97.8
16.0
0.0
A
9
08-1
653.8
621.9
16.0
0.0
677.1
49
GB 4
6766
84.88
'e"
- .0--
265.3
44
0134
6788
A
673.0
0
7.0
12
BOL
754.1
255.6
4.0
0.0
0.0
13
BOL
782.0
286.7
4.0
0.0
177
14
BOL
789.8
275.8
4.0
0.0
c
III
BOL
777.9
286.2
4.0
0.0
627.2
16
BOL
761.2
250.6
4.0
0.0
252.9
17
BOL
789.5
281.2
4.0
0.0
46.0
1B
BOL
776.8
270A
4.0
0.0
0.0
19
BOL
784.9
279.9
4.0
0.0
184
20
BOL
798.1
308A
4.0
0.0
C
21
BOL
803.0
317.7
4.0
0.0
676.3
22
BOL
810.8
328.8
4.0
0.0
201.8
23
BOL
816.9
338.2
4.0
0.0
46.0
24
BOL
802.2
301.6
4.0
0.0
25
BOL
810.5
312.2
4.0
OA
26
BOL
817.8
321.4
4.0
0.0
27
BOL
826.9
330.0
4.0
0.0
28
BOL
836.2
357.6
4.0
0.0
29
SOL
642.2
352.3
4.0
0.0
28
30
BOL
844.7
369.7
4.0
OA
31
BOL
861.7
364.4
4.0
0.0
In
aD
32
BOL
854.5
381.9
4.0
0.0
.
WALL1
33
BOL
861.5
378.6
4.0
0.0
MOUNTED
34
OA -2
718A
390.7
16.0
0.0
OMERO DARK
WITH CLEAR FLAT
35
OA -2
707.2
318.1
18.0
0.0
GLASS LENS. CLEAR
�J
88
B06
866-0
488
0.
W
-3,--866
GIM.0
896a
4.0
0.0
CD
38
WALL1
615.3
468.3
12.0
0.0
924
39
CA -2
804.5
308.2
16.0
0.0
40
OM2
801.8
242.8
18.0
0.0
E-�
41
OA,2
919.2
314.0
16.0
OA
42
OA -2
652.0
202.0
16.0
0.0
1-4
43
OA -2
838.8
298.8
16.0
OA
44
08-1
1007.1
306.1
16.0
0.0
z
46
OA -2
892.1
254.0
18.0
0.0
28.4
46
OA -2
769.2
351.2
18.0
O.D
47
OA -2
720.3
453.8
16.0
0.0
46
C
833.8
412.7
12.0
OA
20
40
C
839.2
419.3
12.0
0.0
60
C
924.5
491.0
12.0
0.0
51
C
936.9
479.9
12.0
0.0
52
O
952.4
468.8
12.0
0.0
53
OF -1
700.6
238.2
16.0
OA
38
54
OF -1
749.0
200.8
16.0
0.0
55
c
786.3
490.4
12.0
0.0
56
BOL
839.3
468.3
4.0
0.0
57
BOL
849.8
460.3
4.0
0.0
68
BOL
859.8
461.2
4.0
O.D
69
BOL
870.0
443.3
4.0
0.0
60
BOL
879.3
435.2
4.0
0.0
26
81
BOL
887.3
429.9
4.0
0.0
82
BOL
900.3
419.2
4.0
0.0
83
BOL
908.0
413.2
4.0
0.0
35
84
BOL
915.9
408.9
4.0
0.0
85
BOL
023.4
400.6
4.0
0.0
e8
BOL
931.7
394.4
4.0
0.0
14.8
67
BOL
939.5
388.3
4.0
0.0
BB
BOL
947.0
382.2
4.0
0.0
00
BOL
955.1
376.6
4:0
0.0
70
BOL
982.7
300.6
4.0
0.0
71
BOL
970.4
363.5
4.0
OA
72
BOL
978.8
357.0
4.0
0.0
73
BOL
825.0
433.5
4.0
0.0
74
BOL
819.6
425.9
4.0
0.0
75
BOL
793.2
88.1
4.0
0.0
76
BOL
785.3
02.8
4.0
0.0
77
BOL
775.6
100.4
4.0
0.0
78
BOL
766.6
108.4
4.0
0.0
79
BOL
768.2
114A
4.0
0.0
60
BOL
748.8
121.8
4.0
0.0
81
SOL
739.4
129A
4.0
0.0
82
BOL
730.0
138.8
4.0
OA
83
BOL
720.8
144.2
4.0
0.0
84
BOL
714.4
149.2
4.0
0.0
66
BOL
703.8
157.5
4.0
0.0
66
BOL
696.0
164.5
4.0
0.0
87
BOL
886.1
172.4
4.0
0.0
6B
BOL
676.1
170.7
4.0
0.0
00
BOL
666.7
188.1
4.0
0.0
00
BOL
856.1
196.9
4.0
0.0
91
BOL
846.7
204.3
4.0
0.0
92
BOL
638.3
211.7
4.0
0.0
93
BOL
828.8
219.1
4.0
0.0
94
BOL
617.5
226.6
4.0
0.0
96
BOL
601.4
239.7
4.0
0.0
96
BOL
583.6
251.2
4.0
0.0
07
FI
771.8
131.7
45.0
0.0
N
FI
778.5
140.1
45.0
0.0
99
FI
800.1
259.8
45.0
0.0
100
FI
680.6
214.7
45.0
0.0
101
FI
663.0
214.8
46.0
0.0
102
FI
888.1
208.4
46.0
0.0
103
FI
671.6
205.6
45.0
0.0
104
FI
675.3
202.7
45.0
0.0
105
FI
679.0
199.2
45.0
0.0
106
FI
724.5
163.0
45.0
OA
107
FI
728.4
180.9
45.0
0.0
108
FI
732.1
157.0
45.0
0.0
109
FI
735.8
154.7
45.0
0.0
110
FI
738.7
152.3
45.0
0.0
111
FI
716.7
170.0
46.0
0.0
112
FI
720.6
197.1
41W
0.0
113
FI
776.8
127.8
45.0
0.0
114
FI
783.6
136.1
45.0
0.0
115
FI
782.0
123.8
46.0
0.0
116
FI
788.6
131.9
46.0
0.0
117
FI
786.7
119.2
45.0
0.0
11e
FI
793.4
127.6
45.0
0.0
119
FI
791.9
115.2
45.0
0.0
120
FI
790.6
123.5
45.0
0.0
121
C
722.8
172.5
46.0
0.0
122
0
731.8
165.1
46.0
0.0
160
A
787A
154.1
18A
0.0
181
A
790.8
145.1
18.4
0.0
162
A
809.0
137.9
18A
0.0
163
C
754.8
159.6
46,0
0.0
164
c
761.8
158.1
46.0
0.0
lea
c
757.3
183.6
46.0
0.0
1e6
C
774.8
167.8
46.0
0.0
167
C
760.7
110.3
46.0
0.0
166
C
789.0
171.7
46.0
0.0
100
A
619.2
205.1
7.0
0.0
170
A
812.7
2511.7
7.0
0.0
171
A
820.5
244A
7.0
0.0
172
A
677.1
285.3
7.0
0.0
173
A
665A
265.3
7.0
0.0
174
A
673.0
215.8
7.0
0.0
175
A
800.2
206.2
7.0
0.0
178
A
672.8
199.1
7.0
0.0
177
A
671.8
290.2
7.0
0.0
178
c
618.2
288A
48.0
0.0
179
C
627.2
261 1)
48.0
0.0
180
c
638.5
252.9
48.0
0.0
181
FI
614.8
265.9
46.0
0.0
182
FI
619.5
252.1
45.0
0.0
183
Fl
825.0
247.9
46.0
0.0
184
FI
830.1
244.1
46.0
0.0
186
C
887.0
215.7
46.0
0.0
188
C
676.3
208.3
46.0
0.0
167
c
893.8
201.8
46.0
0.0
188
FI
683.0
196.9
46.0
0.0
STATISTICS
U
`;='4K
p
Symbol
Label
Description
Symbol
Avg
Max
Min
MwdMin
Avg/Min
2ND. FLOOR
+
6.16:
7.5fc
5.1 is
1.5:1
1.2:1
A4 BUILDING ROOF+
PATIO
AREA LIGHT WITH R4
10.0k
13.810
1.7 fc
8.0:1
5.0:1
BANK PARKING
.X
4.36:
13.8fo
04 fc,
34.6:1
10AI
BLDG. 7 CANOPY
+
8.26:
S.1 k
2.3 fo
3.5:1
2.3:1
BUILDING 1 CANOPY
+
3.06:
5.1 fc
1.26:
4.3:1
2:3:1
BUILDING 3 PORCH
+
2.8lic
5.86:
0.06:
NIA
NIA
BUILDING 1
O
6.1 k
12.31c
0.1 is
123.0:1
61,01.1
BUILDING
2.36:
12.9fc
0.1 fc
129.0:1
23.01
BUILDING
D
5.8k
18.2 fc
0.26:
91.0:1
28.01
BUILDING
X
5.0fe
12.86:
0.0k
NIA
NIA
BUILDING
0
2.6fo
14.06;
0.06:
NIA
NIA
ENTRANCW SEAT WALL+
PATIO
FULL CUTOFF
0.1 k
0.8t
0.0 tNIA
N I A
LUXOR
+
3.8t
25.1 fc
0.0 fc
NIA
N I A
PROPERTY UNE
+
0.1fo
0.5 11;
0,0 fc
NIA
NIA
ROOF GARDENS
+
4.5 t
13.1 fc
0.0 6:
N / A
N I A
ROOF GARDENS
+
3.4 k
11.3 fc
0.1 Ic
113.01
34.01
SIGN
+
57.2t
78.36:
30.56:
2.8:1
1.9:1
SIGN
+
49.3k
69.4k
33.6fc
2.1:1
1.5:1
TRELLIS PATIO BETWEEN+
4A8
FLAT GLASS
18.1 fc
28.4 fc
D.0 t
NIA
N ! A
LUMINAIRE SCHEDULE
U
`;='4K
p
Symbol
Label
Oly Catalog Number
Description
Lamp
Fag Lumens LLF
Waft
M
KVE2 400M PAW
PREMIUM SQUARE
ONE 400 -WATT CLEAR
98100672.0048 32000 1.OD
482
CV
�
05-1
2 TS SCWA SPV04
AREA LIGHT WITH R4
ED -W METAL H UDE,
c
0
0•o
8
LPI GFL DDB
DISTRIBUTIONFULL
HORIZONTAL POSITION.
MOUNTED ON
CUTOFF DARKSKIES
SSP 1640 DDS
FLAT GLASS
M
0
BC IV POLE
Y
w
KVE2 400MASYC
PREMIUM SQUARE
ONE40DWATTCLEAR
O
•
•
00-1
1 HS TB SCWA
AREA LIGHT
BT -37 METAL HALIDE.
98080915.0048 92000 1.00
482
U
SPV04 LPI GFL
W/ASYMMETRIC
VERTICAL BASE -IIP
DDB MOUNTED
CUTOFF DISTRIBUTION,
POSITION.
ON SSP 1840
HOUSE SIDE SHIELD.
DDB SC 16' POLE
FULL CUTOFF
DARKSKIES FLAT
Q
GLASS
m
UTHOMAKVF2
PREMIUM SQUARE
ONE250-WATTCLEAR
96100821.0048 20000 1.00
29T
O
OF -1
2 250M R48CTB
AREA LIGHT WITH R4
ED -2B METAL MAUDE,
Ch
Q5
m
ra
N
o
SMA 8PV04 LPI
DISTRIBUTION FULL
HORIZONTAL POSITION
I,
O
ado
O
.-4 .
GFL DDB
CUTOFF DARKSKIES
MOUNTED ON
FLAT GLASS
SSP 184c DDB
BC 18' POLE
LITHONBAKVE2
PREMIUM SQUARE
ONE40D-WATT CLEAR
i
OU -1
2 400M R2 TB
AREA LIGHT WITH R Z
ED9D METAL MAUDE,
98100810.Ye 32000 1.00
462
SOWA SPV04 LPI
DISTRIBUTION FULL
HORIZONTAL POWTION.
GFLDOB
CUTOFF DARKSKIES
MOUNTED ON
FLAT GLASS
SSP 1840 DDB
BC 1S' POLE
Ca
BEGA 8143P 190
BOLLARD HORIZONTAL
1-0R28VMATT
8136P.IE8 1800 1.00
28
®
BOL
83 DEGREE
LOUVER -180 DEGREE
J co
DISTRIBUTION
LIGHT DISTRIBUTION
p
In
aD
A
DARK BRONZE
.
WALL1
LITHONMAMRW
1 175M WT WALL
ARCHITECTURAL
SCONCE WITH WIDE
ONE 175-WATTCLEAR
ED -17 METAL MAUDE,
LTL11337.00e 12800 1.00
213
MOUNTED
THROW DISTRIBUTION
HORIZONTAL POSITION.
w
OMERO DARK
WITH CLEAR FLAT
BRONZE FINISH
GLASS LENS. CLEAR
�J
c
a
LAMP.
W
W
�
TWIN a ISO
PREMIUM SQUARE
ONE 400 WATT CLEAR
CD
100
OA -2
10 LITHONIA KVE2
AREA UGHT WITH
BT -37 METAL HALIDE
96080914.1848 32000 1.00
924
400M ASYC TS
ASYM METRIC CUTOFF
VERTICAL BABE•UP
W
SCWA SPV04 LPI
DISTRIBUTION FULL
POSITION.
E-�
�
DDS MOUNTED
CUTOFF DARKSKIES
ON SSP 184C
FLAT GLASS LENS
O
1-4
DOB BC 18' POLE
KIRLIN RRWM-
RECESSED DOWNUGHr
z
0
c
21 4599-Lp
ALZAK OPEN
1,28 WATT TRT
WM.IES 1800 1.00
28.4
I••1�•1
W
f�
REFLECTOR VERTICAL
INDEX TITLE:
C9
SHEET NO: 9 OF 16
LAMP
Winona GE -20-11211-
WALL MOUNTED ON
Q20MRI60FL4 4IAB
20814.M 240 1.00
20
O
Fl
20 L3.SILVER-FO-9-
SIDE OF TRELLIS-
HO -C2 -STD
SEMPER80UITDOOR
TRANSFORMERS
LITHONATFM
SPECIFICATION
ONE 33 -WATT TRIPLE
®
E
2 3ZTRT RB DDB
FLOODLIGHT, RB
TUBE COMPACT
TFM_ RT_R 2{00 1'00
38
DISTRIBUTION, 32N
FLUORESCENT,
B
TRIPLE TUBE COMPACT
HORIZONTAL POSITION.
FLUORESCENT. MEETS
THIE'NIGHTTIME
FRIENDLY CRITERIA
LIGHTWAY TBLW-
DARK SKIES FULL
ONE 26 WATT
B
A
30 11 1-1= 3482-
CUTOFF WALL SCHOCE
FLUORESCENT TRT
VMHW.M a80001.00
26
CEG - BB DARK
LAMP. LUMEN RATING:
BRONZE
1800 Lma
E)
B
BEGA
B DARK BRONZE
SURFACE WALL
LUMINNRE WISHIELD®
(1) 32W OF TRIPLE -4P
65"Ri a 2400 1.00
35
SOURCE
BEGA 227ALED
RECTANGULAR
®
D
6 DARK BRONZE
RECESSED LUMINAIRE
lFDB
2226LED.00s 8 1.00
14.8
DIFFUSE INTERIOR AND
FROSTED FLAT GLASS
LENS WITH LOUVERS
NOTES:
1. ALL FOOT-CANDLE LEVELS ARE CALCULATED AT GRADE
2. ALL CALCULATIONS ARE CALCULATED AT INITIAL FOOT-CANDLES WITH A 1.00 LLF.
3, ALL FIXTURES ARE FULL CUTOFF RATED AND ARE FLAT GLASS DARKSKIES APPROVED,
EXCEPT FOR THE 4' 180 DEGREE BOLLARD THAT HAS A MAXIMUM OF 1800 LUMENS
4, NO DECORATIVE LIGHTING IS PROPOSED FOR ANY BUILDING ON THIS SITE.
5. NO SIGNAGE LIGHTING IS TO BE PROVIDED.
6. ALL POLES AND FIXTURES TO BE DARK BRONZE.
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KVE2 400M R4BC TS 3CWA SPV04 LPI GFIL DDB
#AOUNT a 1W SW 118 4C DDO 2C IS POLE
FEATURES & SPECIFICATIONS
INTENDED USE - Ideal for stroots, parkbo *101% odd Saffounding area&
CONMUCTION- Square-shaped, rugged, heavy -gouge, extruded Am Lighfino
aluminum housing, Fully gagated for woother-tight inteWhy.
E 2
US, Patent No. D417,028,
FI NISH - Standard f inish is der It tome IDDB) pol"Ker powder. met
-architectural colors available.
OPTIM SYSTEM - Segmented, anodized sluminuni coos pro loter- METAL KAUDE
thsngoobla and tamable. Vertically lairnpod sealed oplos Include VOA
17SW.2M,29N.3W360W,4WW
Isynoviotr`icl. SYMC jsVirnmacric cutuff), ASY (asiMmetrict and ASYC
jogymmetric curroffl. Design redirects light around arc�tabs for optimum Wto 40'.Mounting
lamp life and maItimurn efficiency. Three hariziontally lamped cutuff
distdibutiDins include Type 11 (roadway), Type III �Issymmetric) and Type FV
Nrward throw, sharp cutoff), Wv, thick. clan r, 'impeatras'Want. tempered
glass drop ]on& Optional flat glass Avarilabla.
ELECTRICAL SYSTEM - Constarit-wattage M-otransformer ballast tot 175-
40DW Super CWA pulse start bahosts required for 2W, 32aW & 35OW (Must
order SCWA opflot�j� West is copper wound and 100% factory torsted. Am
Remove* power troy and poilldve lockling disconnect plug, Mogul -base EPjk- 13 ft01 trill EF*3A if 4-VvA All dirrmoviam; are linatm icentirw-
porcelain socket inith copper alloy, nizko�plallad screw shal and center linciludes WMI iindudles strital wW unloss othwwiso somMad.
contact. UL listed 1,5WVV-fiWV. Wift: 25 ftla Wift: 26 (0.151
INSTALLATION - Exttoded a lumi"urn 8' am tot Palo Mounting is shiPPIld in Naigk 164V4 K51 Height 1W (4m mallAtinag$ftri D&WIlIgIgaudge
fixlwe carton. Optional mountings available. Arm tanstirr: &0 5.21 Overall 1110ght 23-7/0 1Mt $PVwPJPVxx, 5
ILISTI NO - UL listed suitable is wet locations. 1hdad and labeled W comply Weight 72 4W_7 kil "ht: 112131-likol WB%Q4 a
WWV= 7,
with Canadian SLarldards (set Optiotis),
ORDERING INFORMATION Example.- KVM 40VA SYM IN RPM RIP LPI
Chwat the Widloto catailoo nommdature *at beft sulls your w9k bOrl Mile it let the appropriate line. War acossoorbs as mverm caisfoo number,
7—
series mouriflogo r options
WE2111AM 0 SPM squaro,00 [e ttm)3 SNOW laftillad III adare kcmmaiww colin
KVE220M RPM Bound pokillrtrm)� SF .840m*112A277,304 (poWdarlinish)t
KVF2290M 20 SPVN Square silrairm)". OF Doublelus#,1203,MAOM
012=1111 271 (stalida rdl IN iempincludeduxtendard WS Dorkbroon
KV11231111111111 341 W" Round pole ir amls kAP Wssiempi I istaindawl
WK400M 40 WWI $qua to Role W arm? PtIll HEMAtrAst-lockreceptaclot1*100 WN We
TIP W" Roundpole W om? . phowcontral) - , 96L Week
SPY12 Square pole (Irorm) WS 14(olso &do Shield JASY, ASYC, RZ and RS Clank C",
APV -12 Fultund949112'arml only; F12 sad AS NO ship ooparatolO UIB Modho
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not included) Hatund
SYM Svmme* WBV* Well bracketilrorml OIL Glassi'lot-Lans diftillift
SYMC Symmetric cutoff opomw MWN#pg EC EmergenWeirwit. DSS Sandstone
ASY Asymmetric 1`14 P"PrDUQW%p#W CR Enhancedtorriniorti-asisteince DOC cloroaalpy.,
ASYC Asymmelficcutoff F15 PW4Qp4-W0AoWWp0W CSA Usted iuld labeled to comply with Canadion Tormiiegrolot
Horbotal Lamp FN PW-"PYDAcW"p* Standards 00 BrIgIttrad
1ITSW flat ava"t VAIk WWI Pr- Post-topV611-owupooll .082 Steel blo
R? IES Type 11 roadwayl WM RDWd*ftorMW40J).Wnc0 . I 91dplW
R1 IFS Type III owm elk' WA floundpoleftar(2-700.0-IonorO WWA Super CWA pulsostartballast SM Darkbrow
R43C ]ESTV00 IV formuld throw, SM NOTE KWAballost mutt be selected to complywith $OWN WNW
sharp cubff' CaWorniaTitle, 20 metal Wide reWartiont. SCWA also WNL WAck
maybe requiradtD meet othorstatelfr"olationt.
SORIA Illawral
NOTES,, 111 NEMAWW"c*PEj120,2X14QV1 WN
I Requires # 4W wstt rwutw lactot INV, F0 NEMAtWot-lockPEC304
2 ollrdonol mw"p West 0A 21A 249, KA NEIAAtwist4trckPE(*W4
0211. 277.347V in Canadal. PEI NEMAWot4oekKIZ7rW)
3 The SPV12 or RPV12 must be used Aftm bvo or SC Showshocap Savo Yellow
mate lominalros brt odootod an *%' dHMO 7 attiIiiing Is "lablor IN to too r4lots
pattem, lialied onlir (order
4 May to lxdored as scosssory� 9 Thp WV1 2 muot be mW Y*w Wwo at
5 Other architectural colors available: see the M01-4 100111nelf0S Oro ed"t8d 00 41 W Ilpeft'D.D. One ?Vjo*j90* TWq4W14 T)V_ I V
live L
-
ArchIrscituiral CWw* broetwre Nrm no, 700. drilliog pawn, 2-3Ar 7MI10 T904M TW280 T21�-X* T23,3111111 T26490
5 Rotor to tocloitel dam sattibo In Its wMaor I twink factory for wailloWlty In 2-7X 125-190 T25410 T26490 TWSW 1"lit T2541W
binder for drilling temple%. fti-iw rA-m Tis -IN T35-30 Taja T3Bm
Outdoor show 0. KVEZ-M AL -5111
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511
FEATURES & SPECIFICATIONS
MOLW-r 0 1W'" 16 4C UW, SC IS'POLE I OF -1
Onh%u USE 1403,1 �W Weieu, oaelri—v im om offiaiwiry Weali.
Artlor aie WON%il 0� ;—A—ft moww,
am be Willow *ft ftum -WON to OW wwvftw�.
back bw
0 AWN.O(dow at *6 6oftum,
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low&
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sallset
EtmhMiC.- HPF Mu* -Volt (120VrXnV) ftMMNY
piWeted v*h end-of4ft dmWtry to'
awwvmodate ft s"eftid kM:wa#W_
HiD - WoWiabc core and:wll�.12.ov Or 27h.
Mould"
Integmlill un"=1 mounting plate Wstandard J -box or
stucco; dna.
Twoymm . pm&xt varram, exck*w bfkw"..
F"Uft"
UL fia0d Wok Wation
- Standard dw tempered qWs
� Tirm s8VW Wanation
finisb
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Motdol
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FEATURES & SPECIFICATIONS
MOLW-r 0 1W'" 16 4C UW, SC IS'POLE I OF -1
Onh%u USE 1403,1 �W Weieu, oaelri—v im om offiaiwiry Weali.
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f�wft Comm optioul marmirgs svwRable,
AIM Wmir',l 601M, 6wf-4
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with Canadian Stsaws isoo 0040rrs)�
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$100 100w WS M"
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DDR PROJECT NO: 5212
INDEX TITLE:
C 9,2
SHEET NO: 9.2 OF 16
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C 9,2
SHEET NO: 9.2 OF 16
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C 9,2
SHEET NO: 9.2 OF 16
DATE: 12-21-2007
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DDR PROJECT NO:
5212
INDEX TITLE:
C 9,3
I
SHEET NO: 9.3 OF 16
DATE:
12-21-2007
. . ..... ....
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...... .... Ir
... .......
... .... . ....
1-12A
............................ 11 ..
=:0.55
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....................
.....................
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LD -229 Storrs Drain Design Computations
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6 7 8 9 1 10 1 11 1 12 1 13 1 15 16 17 18 .1 _19 20 21 22
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61
CCa
h Runoff Inc Accurn Tot Tot Tot Up Dn jPipe Inv Pipe Pipe Velocity Flow time
LLI
Coef AC
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Tc Int
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Inv Len S
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0.97L
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0.0833
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0.141
0.248
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1
j 4.001 1.741 1 1.74 0.011 0,02901 0.02601 0.0260 4.601 0.29, 100%F 1.741 0.001 501
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1ST-12XI 151-313 0.71
1
ST-12ZIA STA 2Z1
ST -12Z1 ST -12Z
1.31
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ST -12X STIR 12A
ST -12A I STIR 12
1
0.121
0.11
0.87
0.10
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0.0225 0,41
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- i
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1 0. 46, 0
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0.47
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529474 528.90 166.9
0.50
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0.19 4.00 0.76
3. 813
5.42
ST -12Y5 DI -313
I 1
0.19 6.51 1.23 3 0.011 0.02501 0.02401 0.0240 5.351 0.301 1009% 1 1.231 0.001 -in asol
5.35
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1 ROUTE 250 ENTRANCE PROFILE
C11 SCALE: 1"=30'
2 �RQLKIN ROAD ENTRANCE PROFILE
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...... . . .. ... .
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............. ........
Description: Pipe Calculations
CCa
h Runoff Inc Accurn Tot Tot Tot Up Dn jPipe Inv Pipe Pipe Velocity Flow time
LLI
Coef AC
AC
Tc Int
Flow
Inv
Inv Len S
Z
Dim
Cap
W
Inc
z
rn
c)
N-4
(min) (in/hr) (cfs)
El
El (ft) %
>
(in)
(01s)
(ft/5) (min)
3 4 5 6 7 8 9 10 11 12 13 14 15 16
17
0.62
0.44
0.27
0.27
15.00
4.791
1.31
530.59 530.46 25.0
0.52
15
4.571
3.4
0.121
0.11
0.87
0.10
0.37
15.12
4.77
1.76
530436 530.00 71.1
('
0.51
15
5.97
5.07
0.23
0.47
OJ80L
0.38
0.74
15436
4.74
3 M
5
529474 528.90 166.9
0.50
18
9.68
5.42
0.51
0.49 O.S7 0.43 1.17 15.87, 4.67 8.43 528.30 527.40 76.0 1.18 18 14.85 8.82
0.14
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LU
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cc
co
cc
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0.431
5.00
6.81,
2.96
530.73, 530.00 61.0,
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15,
9.12
6.68,
0.15
cr)
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04211
0.21
5.001
6.811
1.411
531.00 530.001 69L51
1.441
151
10.071
5.67
0.20
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Ck
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0.65
0.71
0.461
0.46
5.00
64811
3.14
529.75 529.38 20.9
1.77
15
11.181
7.97
0.04
7:0
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0.18
0.71
0.13
0.13
5.00
6.81
0.87
534.88 534.12 76.1
1.00
6.45
3.5
0.36
0.03 0.79 0.02 0.15 5.36 6.71 1.02 528.751 527.74 101.5 1.0015 6.44 3.89
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0.00
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0.00
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5.00
6.81
5.88
530.43 530.20 31.0
0.74
18
7.62
1.99
0.26
Runoff from 250 is 5.88
0.30
0.74
0.22
0.22
5.26
6.74
7.38
530.10 529.81 41.0
0.71
18
7.62
3.77
0.18
0.00 0.(00 0.00 0.22 5.44 6.69 7.36 529.71 529.33 37.5 1.01 18 10.57 4.45
0.14
0.00
0.(001_
0.00
0.22
5.58
6.65
7.36
529.16 527.41 167.1
1.05
E ...O
18
10.74
6.43
0.43
0.37 0.791 0.29 0.51 6.01 6.53 19.08 526.50 525.50 66.01 1.51, 24 27.83 9.46i
0.12
0.00
0. (001
0.00
0.51
6.131
6.50,
22.20,
525,00, 524.131 68.71
1.271
W
24
25'45
9.091
0.13
INDEX TITLE:
0.55 0.751 0.41 0.93 6.261 6.471 25.871 523.601 522.861 37.51 1.971 241 3177 11.111
0.06
STR 12
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C=0.90
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1 ROUTE 250 ENTRANCE PROFILE
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.... ..... ....
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v
SC
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tC= 13.0 min
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V
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mot
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tc= .0 rain''-.. -
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it
C=0.44
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DDR PROJECT NO: 5212
INDEX TITLE:
C I I
SHEET NO: 11 OF 16
DATE: 12-21-2007
GENERAL CONSTRUCTION NOTES FOR STREETS
1. Construction inspection of all proposed roads
within the
developmentment
will be made
by
the County. The contractor must
notify the Department artment o
f Community
Development (296-5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the
contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of
the test results shall be submitted to the County. If a subgrade soil CBR of 10 or
h design
shall to
i n pavement design s a
rester s of obtainable a revised ave e
9 � P 9 Y 9
engineer and submitted with the test results for approval.
i' within the public
retained w t
3. Surface drainage and pipe discharge mus. be
right-of-way or within easements prior to acceptance by the County. All drainage
outfall easements are to be extended to a boundary line
or a notural naturalwatercourse..
4. Guardrail locations are approximate. Exact: length, location and appropriate end
treatments will be field verified at the time of construction. Additionalguardrail
may
be requireduired at locations not shown when in the opinion of the County
or
designee, it is deemed necessary. When guardrail is required, it shall be installed four
(4) feet offset from the edge of pavement -to the face of guardrail, and roadway
shoulder widths shallbe increased i r d to seven 7 feet.
5. Where urban cross sections are installed, all residential driveway entrances shall
conform to VDOT CG -9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall
conform to VDOT standard E P -1
7. Compliance with the minimum pavement width, shoulder width and ditch sections,
as
shown on the typical pavement section detail, shall be strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plot validation.
Should the final plat for this project expire prior to signing and recordation, then
approval of these plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for
Uniform Traffic Control Devices and the Albemarle County Road Naming and Property
Numbering Ordinance and Manua
I.
in
10. Traffic control or other regulatory signs or barricades shall be installed by the
developer when in the opinion of the County ntY Engineer, or designee, they
are deemed
necessary in order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design
speed, or as determined by VDOT for public roads.
12. VDOT standard CD -1 or CD -2 cross -.drains under to be installed under the
points s shown on
at I filltransitionsand rade sa t o
subbase materiala l cut and g g p
the road profiles.
rofiles.
13. A video camera inspection is required for all storm sewers and culverts that are
deemed inaccessible to VDOT or County inspections. The video inspection shall be
conducted in accordance with VDOT's video camera inspection procedure and with a
VDOT or County
P
inspector resent.
P
GENERAL CONSTRUCTION NOTES
,,,.............
f Flexible Pavement Design f
f
3 5
3 S
f
t ate. 1,11 -Mar -08
Count Albem
aria D
3fY•
3
I
f
Si
Luxor Commercial Center:
ite. L
Developer: lCW Hurt Contractors I }
i Street Name: Luxor Road, Sta: 10-X13+29 Phone
s
3
's
i
i
1
S
tation
f
CBR#1 6.00 « ._._I 10+00 1
5 F
CBR#2 6.00 11+00
CBR#3 6.00 12+00
CBR#4 I 6.00 13+00
CBR#5 ;
s
,
CBR(d) 4.00 Average CBR"` (2/3)
RF
1.00ResillencY Factor from o
m ApPe
ndix I
S Support Pp
Soil 4.00 u ort Value
�
i
(
Current AD
i
T 1003 Average Daily Traffic Volume
5
S
f 9 Y
Growth 0per year f
i .. w
Design Year 0 Number M:....:_.«..._.. _.. «yearsa
of fter construction
% HCV 3 5 Heavy Commercial Vehicles
Design ADT 1003.00 Average Daily Traffic Volume «
3
r I �
This equation solves for D(r), which is used to determine pavement/stone thickness for a road.;
D(r)= 14.77
'
t:
I
I
i
f f . f
5
3
f
,
Course Material Depth Equivalency _D(p)
f _ _ _
f
�
Surface SM -9.5A 1.5 «..F.m 2.25 � , 3.375
Intermediate
Intermediate B 2
M-25.0 3 2.26 6.75
6.75 Mmmµ��
.................................. .......................................................................................................................... ,............ ...... ...............................................................................�...........................
Base A. 21 B 6 1 6
99 I
t€ 3
p....nnn....«..+.v»w...n..»:«.+nn.....«....vnv.nnnr.«v...v.«........«««.,.r....:...«.«.....-..n.».....rr..ww«.r..«...... n....«...H.... n .. .n._....:..«wn»»w.-»........... 1..«............n.......... «....»/.......:.r..
, � s
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5
f
Total Depth 10.5 Total D(p) 16.125
D(P)-D(r) _ - 1.36 .«....«..«
«......._._._.«....___«._«««_.:_.«.««.«._,«...,.m_.�.«.»....»»...._..,..,..,«_ D(p)>D(r) Therefore:'«....._ ADEQUATE .«««...,;.... . '
1. Prior to any construction within any existing public 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.
2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted.
3. 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.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabiiization-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.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless other -wise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926).
Design Speed for Luxor Road is 25 MPH.
Design ADT for Luxor Road is 1003 VPD.
39' R/W --�
1' -- 5' 2.5' 11' 11 2.5' 5' 1'
Sidewalk
Class A3 Concrete 1.5 - SM -9.5A Sidewalk
-
Class Class A3 Concrete 2• MPX
SLOPE: 1/4" : 1" SLOPE: 1/4 " : 1"
PX44444444
,,--CG-6 2% SLOPE 2% SLOPE CG -6 17-77 - f71 7\• 4"
1
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COMPACTED SUBGRADE --- _ :_ s. _ _� VDOT STD UD -3, to be
--11 5'1'-- T „ 1.5' Placed when Road Grade
90% COMPACTED 4" MIN. 4" MIN. J 3 BM -25.0 1' � � ° Exceeds 3�
6" Aggregate Base Material, 4" PIPE
4" OUTLET PIPE -- 6" COMPACTED SUBGRADE Type 1, Size 21B COMPACTED SUBGRADE
90% COMPACTED
95% COMPACTION VDOT STD. UD -4
BELOW SUBGRADE UNDERDRAIN
(TRENCHED AFTER
SUBBASE COURSE
TYPICAL CROSS SECTION DETAIL FOR IS IN PLACE)
l� L UXOR ROAD STA 10+ 00 TO 13+00
NOT TO SCALE
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DDR PROJECT NO: 5212
500 INDEX TITLE:
C I
SHEET NO: 13 OF 16
DATE: 12-21-2007
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DDR PROJECT NO: 5212
500 INDEX TITLE:
C I
SHEET NO: 13 OF 16
DATE: 12-21-2007
PIPE SLOT BROOKS
(2 PLACES) 2200 SERIES
(5/8"-1" METERS)
N
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL.
(2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B
OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24".
(3) FOR TOUCH' READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
1 TYPICAL METER BOX FOR BUILDINGS 1. 3. 4. 6. & 7
NOT TO SCALE
SEWER SERVICE LATER/kL CONNECTION NOTES
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE
CONNECTED USING A PIPE: SADDLE AS MANUFACTURED BY "SEALTITE",
OR AN APPROVED EQUAL,
3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4"
PER FOOT)
4.ALL SEWER LATERALS SHALL HAVE A MINIMUM
DIAMETER OF 4".
5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
MAIN LINE
2' MIN I I
SALT
TREATED
FINISHED GROUND 2 x 4
M�R4CFR
'L
cc5 SEWER SERVICE LATERAL CONNECTION
gFNOT TO SCALE
KENNEDY GUARDIAN (K -81A)
MUELLER CENTURION (A-423)
A OR APPROVED EQUAL
C
_ 6' MIN
(270')
7 CU. FT.
GRAVEL -
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE_ THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
2' TO 10'
18"
VE BO
6" GATE
VALVE
8" X 6"
TEE
2500 P.S.I. CON R T °
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS
- MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL. AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH,
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE: WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
2 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
C 1 NOT TO SCALE
1,000 Pounds per lineal foot
nmAmum bearing wall load
#4 10" o.c.
2" clear
8"
12" max
6' - 0" max
4'-8"
6' -0" Retaining Wall
Not to Scale
Poured Concrete Retaining Wails
r6__'
POURED CONCRETE RETAINING WALL
C 1 NOT TO SCALE
12" min Into
natural grade
#4 a 18" o.c.max
X
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M
WATER
2?500 P.S.I.
CONCRETE
THRUST BLOCK
PLACE 5' GALV. " WITNESS " POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
DIRECTED. MARKER LOCATION MAY BE SUBJECT
I
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
a
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
3 TYPICAL GATE VALVE
C 1 NOT TO SCALE
FOR ALL BENDS
7
SECTION 1 -1
FOR TEE OR WYE FITTINGS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
M
NG AS
JIRED -� p 45
SECTION 2-2
PIP'E
4' - D" min
BEND DIMENSIONS
Mux slope
TEE AND PLUGS
VOL.
SIZIE
OF
2 (horiz)
Slope away from
(FEET)
CU.YD.
to 1 (ver)
BEND
building
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6" min
2.50
3.01
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•
4" 6„
45
2.00
Top soft cap
=
*4
m
22 1/2
Geo -fabric that allows
-
2.52
water to pass
2 00
2 25
Granular backfill
.
•
Drake rods
o " =
•
4" diar *ar
o o
perforated drain
•
12"
90
3.66
3.16
•
•
18"
18• L
8"
1,000 Pounds per lineal foot
nmAmum bearing wall load
#4 10" o.c.
2" clear
8"
12" max
6' - 0" max
4'-8"
6' -0" Retaining Wall
Not to Scale
Poured Concrete Retaining Wails
r6__'
POURED CONCRETE RETAINING WALL
C 1 NOT TO SCALE
12" min Into
natural grade
#4 a 18" o.c.max
X
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2?500 P.S.I.
CONCRETE
THRUST BLOCK
PLACE 5' GALV. " WITNESS " POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
DIRECTED. MARKER LOCATION MAY BE SUBJECT
I
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
a
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
3 TYPICAL GATE VALVE
C 1 NOT TO SCALE
FOR ALL BENDS
7
SECTION 1 -1
FOR TEE OR WYE FITTINGS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
M
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JIRED -� p 45
SECTION 2-2
PIP'E
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZIE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
a�G
BEND
oa��PLTH
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2.50
2.50
3.01
0.2.4
4" 6„
45
2.00
2.25
2.60
0.15
m
22 1/2
1.50
2.00
2.52
0.10
2 00
2 25
2.50
0.15
v
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11 1/4
1.50
2.00
2.50 1
0.10
W
s
90
3.66
3.16
3.21
0.48
45
2.66
2.66
2.77
0.2.6
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22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
0
w
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4.83
3.83
3.42
0.83
10" & 12
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
m
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2.58
2.86
0.24
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1.83
2.33
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1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
r7_'� CONCRETE THRUST BLOCK DETAIL
C � NOT TO SCALE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
BEDDING
8 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
3 STONE
ZSTABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER PIPE
r4_�
INSTALLATION & BEDDING
C 1 NOT TO SCALE
60"
36"
t - BYPASS
44" MIN.
37" MIN.
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT DETAIL (2" METER) FOR BUILDING 3
NOT TO SCALE
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DDR PROJECT NO: 5212
INDEX TITLE:
SHEET NO: 12 OF 16
DATE: 12-21-2007
- — .......... _ .. SGC E
FINAL SITE PLAN FOR
Lti)(C)IR COMMERCIAL
TM 78 PARCELS 5 5D AND 55A4
DB 1515 PAGE 677
R��P(C(K S C), � X
APP"ED
by tememarle County
CMM#* Div jopment Department
Date I 1 f 11 D9
File SDP - ��O$ - ��c-
RIVANNA DISTRICT, ALBEM RLE COUNTY, VIRGINIA
Area •k
Portion of Parcel 55A4
t1z S'
Here 10 AC�
bN Dedtic ated to Pub& Use
L9
Curve
Radius
Tangent
Length
Delta
Chord
Chord Bear.
C1
327.50'
47.07
93.50'
16'21'31"
93.19'
S 65'46'42"
E
C2
327.50
73.22
144.07
25'12 20
142.91'
S 86'33 38"
E
s S Q- �
327.50'
24.82'
49.54'
8'40'04"
49.50'
N 76'30'11" E
32.50
14.36
27.04'
47'39'44"
26.26'
S 82'48 09'
E
rC4
C8
62.50'
32.50
135.09'
300.00'
15.46'
17.05'
26.00'
26.95'
30.32'
31.40'
51.38'
53.76'
27'47'29"
55'21'35"
21'47'26"
10'16'00"
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CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
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C13
OWNERZDEVELOPER:
TMP 78-55D:
Nigel or Daryl E. Bray
4585 Deer Bonn Rd.
Keswick, VA 22947
TMP 78-55A4:
Luxor LLC.
195 Riverbend Dr.
Charlottesville, VA 22911
COVER SHEET
GENERAL NOTES & SITE DATA
PROFFERS
OVERVIEW/PHASING PLAN
DEMO/EXISTING CONDITIONS
SITE PLAN
GRADING AND UTILITY PLAN
LANDSCAPE PLAN
LIGHTING FIXTURE PLAN
LIGHTING PHOTOMETRIC PLAN
LIGHTING DETAILS
LIGHTING DETAILS
STORM SEWER PIPE PROFILES
DROP INLET DRAINAGE CALCULATIONS
UTILITY DETAILS
ROAD PLAN
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C 1
SHEET NO: 1 OF 16
DATE: 12-21-2007
SOURCE OF TOPOGRAPHY:
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON 04/11/02. USGS DATUM.
MODIFIED WITH AS -BUILT ROAD SURVEYS FROM ADJOINING DEVELOPMENT
BENCHMARK : 543.58 FT ON TOP OF DI ON EXISTING ROLKIN ROAD
BUILDING SETBACKS:
20' FRONT ON ROLKIN ROAD
30' FRONT ON U.S. 250
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
6' - #21A AGGREGATE BASE MATERIAL
2' - SM -9.5A SURFACE MATERIAL
SIDEWALKS: e - 4000 PSI CONCRETE
LAND USE SCHEDULE:
PRE -DEVELOPMENT X POST -DEVELOPMENT X
BUILDING: 0 SF 0 25,184 SF 11.9
PAVED: 0 SF 0 115,704 SF 54.5
TOTAL- 212,199 SF 100 212,199 SF 100
PARKING SCHEDULE
SITE DATA & GENERAL NOTES
GSF
ABBREVIATIONS
LEGEND
Provided
1
6400
Office
250 26
GENERAL UTILITY NOTES
3
20250
Office
250 81
81
4
10180
Office
250 41
SITE DATA
5
13819
GENERAL
250 55
55
EXIST NEW DESCRIPTION
EXIST
Office
NEW
DESCRIPTION
LEGAL REFERENCE:
1. CONTACT MISS UTILITY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE
STORM/SANITARY MANHOLE
227
227
HC Spaces
Included in Table
zn
CG -12
7
7
HANDICAP PARKING
TM 78, PARCEL 55D AND TM 78, PARCEL 55A4
CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION 710 INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN
ABAN
ABANDON(ED)
IF
IRON FOUND
PROPERTY UNEx
GAS VALVE
0
12S TC
TOP OF CURB ELEVATION
LIGHT POLE
SATISFACTION.
TRANSFORMER PAD
-+
UTILITY POLE
♦
GUY POLE
SOURCE OF TITLE FOR PARCELS:
PARCEL 55D -DB 3517-606 PARCEL 55A4:DB 3520-357
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING U11UTIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE
ADJ
ADJUST
IS
IRON SET
- - - - ADJACENT PROPERTY LINE
x
12' BC
BOTTOM OF CURB ELEVATION
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE
U
Z
O
x
OWNER/DEVELOPER:
PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE
APRX
APPROXIMATE
LOD
LIMIT OF DISTURBANCE
- - - - - VACATED PROPERTY LINE
U
x
125 FL
FLOW LINE ELEVATION
UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS.
c
z
IMP 78-55D:
NIGEL or DARYL E. BRAY
PRIOR T'0 ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES,
BFC
BOTTOM FACE: CURB
LF
LINEAR FEET
-zr- BUILDING SETBACK
x
125 EOP
EDGE OF PAVEMENT ELEVATION
4585 DEER BONN RD.
AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING
A
m
KESWICK, VA 22947
UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
BFE
BASEMENT FLOOR ELEVATION
LT
LEFT
-0PARKING SETBACK
`_:`'
x
125
SPOT ELEVATION
TMP 78-55A4:
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT
BM
BENCHMARK
MAX
MAXIMUM
LUXOR LLC.
THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
■ ■ ZONING LINE
0
x
125 TW
TOP OF WALL ELEVATION
195 RIVERBEND DR.
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF
BC
BC
BUILDING CORNER
MIN
MINIMUM
173
CHARLOTTESVILLE, VA 22911
THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
rn
d
x
12SBW
BOTTOM OF WALL ELEVATION
z
ADDITIONAL PAYMENTS WHICIH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
BOW
BOTTOM OF WALL
MON
MONUMENT CONCRETE
� � � LIMITS OF DISTURBANCE
O
0
EXISTING ZONING: POMC: PLANNED DISTRICT MIXED COMMERCIAL
4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO
w
TEST PIT LOCATION/BORING LOCATION
MAGISTERIAL DISTRICT: RIVANNA
BE INSTALLED ACCORDING 10 COUNTY STANDARDS.
BS
BOTTOM OF SLOPE
NTS
NOT TO SCALE
� i �' � FLOODPLAIN LIMIT
U
U
U
BENCHMARK
SOURCE OF BOUNDARY SURVEY:
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES,
CG12
ACCESSIBLE CURB RAMP
PRVD
PROVIDED
®- UNDISTURBED BUFFER ZONE
U_i
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BLA PLAT BY DOMINION DEVELOPMENT RESOURCES, LLC.
AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS
I
J CO
z
0
IRON FOUND
DEED BOOK NUMBER 3517, PAGE NUMBER 606
m
CF
CUBIC FEET
R
RADIUS
SOURCE OF TOPOGRAPHY:
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON 04/11/02. USGS DATUM.
MODIFIED WITH AS -BUILT ROAD SURVEYS FROM ADJOINING DEVELOPMENT
BENCHMARK : 543.58 FT ON TOP OF DI ON EXISTING ROLKIN ROAD
BUILDING SETBACKS:
20' FRONT ON ROLKIN ROAD
30' FRONT ON U.S. 250
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
6' - #21A AGGREGATE BASE MATERIAL
2' - SM -9.5A SURFACE MATERIAL
SIDEWALKS: e - 4000 PSI CONCRETE
LAND USE SCHEDULE:
PRE -DEVELOPMENT X POST -DEVELOPMENT X
BUILDING: 0 SF 0 25,184 SF 11.9
PAVED: 0 SF 0 115,704 SF 54.5
TOTAL- 212,199 SF 100 212,199 SF 100
PARKING SCHEDULE
Building
GSF
Use
Ratio/Multiplier Required
Provided
1
6400
Office
250 26
26
3
20250
Office
250 81
81
4
10180
Office
250 41
41
5
13819
Office
250 55
55
7
6000
Office
250 24
24
Total
56,649
STORM/SANITARY MANHOLE
227
227
HC Spaces
Included in Table
zn
CG -12
7
7
+HOV spaces counted as two standard spaces.
CALCULATIONS FOR LOADING SPACES: 56,649-8,000=48,649
3+1 FOR FIRST 8000
TOTAL SPACES REQUIRED: 4
TOTAL SPACES PROVIDED: 4
CALCULATIONS FOR DUMPSTER PADS: 1 PER COMMERICAL/INDUSTRIAL BUILDING AT 4,000 GROSS SF OR GREATER
5 COMMERCIAL BUILDINGS WITH 4,000 GROSS SF OR GREATER = 5
TOTAL DUMPSTERS REQUIRED: 5
TOTAL DUMPSTERS PROVIDED: 4 (A DUMPSTER PAD WAIVER HAS BEEN APPROVED)
ITE TRIP GENERATION FOR LUXOR COMMERCIAL X = 1000 SF GROSS FLOOR AREA
LAND USE CODE (750) - OFFICE PARK T = AVERAGE VEHICLE TRIPS PER DAY
PEAK MORNING EQUATION Ln(T) = 0.84 Ln(X) + 1.51 R"2 = 0.87
X = 153, T PEAK HOUR MORNING = 310 TRIPS/DAY
PEAK AFTERNOON EQUATION T = 1.21X + 106.22 R"2 = 0.91
X = 153, T PEAK HOUR MORNING = 292 TRIPS/DAY
DAILY EQUATION T = 10.42X + 409.04 R"2 = 0.88
X = 153, T PEAK HOUR MORNING = 2004 TRIPS/DAY
CONTRACTOR'S COORDINATION RESPONSIBILITIES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
OF ANY CONSTRUCTION.
4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT
ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN
RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN
COMPLETED INCLUDING UTILITY POLES.
6. CONTRACTOR SHALL COMPLY NTH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO,
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
SHALL BE INCLUDED IN BASE BID.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
(VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A
GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PUN IN ACCORDANCE WITH THE VSMP
REGULATIONS
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES
15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY
COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
A. IMPERVIOUS SURFACES: FLUSH
B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
THESE PLANS AND LOCAL MUNICIPAL STANDARDS, THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
B. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON
THE DRAWINGS.
9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE
ACCEPTANCE OF ALL UTILITIES.
10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.
12.ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR
NOTED ON THE PLANS.
13.WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER
FACILITIES.
14.FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO
NOT LESS THAN 95% OF MAXIMUM DENSITY, IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M.
15.CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE; ETC., ARE IN PLACE PRIOR TO
CONSTRUCTION OF SUBBASE AND/OR PAVING.
16.THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED
ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE
STANDARDS AND SPECIFICATIONS OF VDOT.
17.ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE
(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS.
18.PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE; CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A
MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SANITARY SEWER.
19.ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC
CODE.
20.ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
21.ALL CONDENSE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOAC NATIONAL PLUMBING CODE.
22.EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,
TO MATCH FINISHED GRADES.
21 CONTRACTOR SHALL NOT INSTALL ANY WATER SERVICES UNTIL FIXTURE COUNTS ARE PROVIDED TO THE ACSA TO SIZE METERS ACCORDINGLY.
GENERAL CONSTRUCTION NOTES (PART ONE)
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 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.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. 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.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
& THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP 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
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
& UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART
1926).
GENERAL CONSTRUCTION NOTES (PART TWO)
1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL
CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES.
2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS,
AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' LIFTS.
3. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN
COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL
4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREIE OF
DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE:, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL
MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL
MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND
FILL MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM
ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL
ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM 0 1140, NO. 200 SIEVE.
5. ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE,
PARTICULARLY ADJACENT TT) THE BUILDINGS OR STORM INLETS
6. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS
AND SPECIFICATIONS
7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
B. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE
TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
GENERAL NOTES
1, ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL
AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
I ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET.
4. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY.
5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
CL
CHAIN LINK
CONC
CONCRETE
CY
CUBIC YARDS.
C/C
CENTER TO CENTER
DIA
DIAMETER
DC
DECK CORNER
DW
DRIVEWAY
EC
EDGE OF COMCRETE
EP
EDGE OF PAWEMENT
ES
END SECTION I
EXIST EXISTING
FC
FENCE CORNEER
FL
FENCE LINE
FIFE
FINISHED FLOXIR ELEVATION
FT
FUEL TANK
GE
GROUND ELRVATION
GR
GUARDRAIL
UTILITY
ARV AIR RELEASE VALVE
BOA BLOW OFF ASSSEMBLY
CO CLEANOUT
CPD TELEVISION PEEDESTAL
CAN CABLE TEMSON
CMP CORREGATED Ii METAL PIPE
DFC DRAINFIELD CORNER
DI DROP INLET
DIP DUCTILE IRON4 PIPE
ET ELECTRIC TRANGFORMER
EW END WALL
FH FIRE HYDRANIT
FM FORCE MAIN
FO FIBER OPTIC
FT FUEL TANK
GL GAS LINE
GM GAS METER
GT GREASE TRAPP
GP GUY POLE
GW GUY WIRE
GV GATE VALVE
HDPE HIGH DENSITYY POLYETHYLENE
INV INVERT
NOTES:
REQD REQUIRED
RT
RIGHT
R/W
RIGHT OF WAY
SE
SPOT ELEVATION
SQ
SQUARE
STA
STATION
SW
SIDEWALK
TBA
TO BE ABANDONED
TBC
TOP BACK CURB
TBR
TO BE REMOVED
TC
TOP OF CURB
TRIM
TO REMAIN
TOW
TOP OF WALL
TS
TOP OF SLOPE
TYP
TYPICAL
WET
WETLANDS
WSE
WATER SURFACE EDGE
LP LIGHT POLE
MH MANHOLE
MHD MANHOLE (DRAINAGE)
MHE MANHOLE (ELECTRIC)
MHS MANHOLE (SEWER)
MHU MANHOLE (UTILITY)
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PP POWER POLE
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
SAN SANITARY
SCC STORMWATER CONVEYANCE CHANNEL
TOP TOP ELEVATION
TP TELEPHONE POLE
TPD TELEPHONE PEDESTAL
TSV TAPPING SLEEVE & VALVE
UE UNDERGOUND ELECTRIC
UP UTILITY POLE
UT UNDERGROUND TELEPHONE
WL WATER LINE
WM WATER METER
WV WATER VALVE
1. THE SIZE I OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
3. REFER TO) LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS.
GENERAL WATER L SEWER CONDITIONS
- - -
EDGE OF GRAVEL
....... ............. .......
EDGE OF PAVEMENT
- - - - -
ROLL TOP
'•"'
STANDARD 6" CURB
3 CG -3
STANDARD 4" CURB
To
COMBINATION 6' CURB & GUTTER ............. ............
_
--=----====-- -- -<----
COMBINATION 4' CURB & GUTTER CW
BE
BUILDING ENTRANCE <; ...._....
QLD
LOADING DOCK .............: ;, .._......_.
®
BOLLARD
.............. -�
............... : ............
SIGN
................
STEEL GUARDRAIL
OHT -
00
...............`................ n
WOOD GUARDRAIL
...... ............ .......
- -
PATH
RIPRAP
vO`'
TREE LINE
RD
NEW ASPHALT
FENCE
,...4..,,.• .,.,
To
BLOCK WALL
- s•'w
�o
RETAINING WALL
EC -3 TYPE B
..................................... O
STREAM / WATER COURSE
_...... ................
-- - -
POND
.............
12
INTERVAL CONTOUR
OHT -
00
INDEX CONTOUR
UNDERGROUND TELEPHONE LINE
-CATV
PARKING COUNT
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DRAIN INLET (DI)
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STORM/SANITARY MANHOLE
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HANDICAP ACCESSIBLE AISLE
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SEWER CLEANOUT
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HANDICAP PARKING
•
VAN -ACCESSIBLE HANDICAP PARKING
WATER METER
VAN
WATER WELL
----- SANITARY EASEMENT
--••• GRADING EASEMENT
--- DRAINAGE EASEMENT
_. UTILITY EASEMENT
............... ... ................ - WATER EASEMENT
-•• -- ACCESS EASEMENT
................ .................... - STORM DRAINAGE EASEMENT
(1) Work shall be subjeect to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be
responsible for nofrigng the proper ACSA officials at the start of the work.
(2) The location of exiasOng utilities across the line of the proposed work are not necessarily shown on the plans, and where
shown, are only appproximately correct. The Contractor shall, on his own initiative, locate all underground lines and
structures as necessary.
(3) All materials and cconstruction shall comply with the current edition of the General Water & Sewer Construction
Specifications, as oadopted by the ACSA.
(4) Datum for all elevootions shown in National Geodetic Survey.
(5) The Contractor shoall be responsible for notifying Miss Utility (1-800-552-7001).
(6) All water and seweer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe over the
centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc.
(7) All water and seweer appurtenances are to be located outside of roadside ditches.
(8) Valves on dead-emd lines shall be rodded to provide adequate restraint for the valve during a future extension of the line.
-¢
CONCRETE PAVEMENT / SIDEWALK
....................................
RIPRAP
vO`'
STORM SEWER
RD
NEW ASPHALT
O
GRASS
To
EC -2 BLANKET MATTING
- s•'w
EC -3 TYPE A
47P -
EC -3 TYPE B
..................................... O
WETLAND
----- SANITARY EASEMENT
--••• GRADING EASEMENT
--- DRAINAGE EASEMENT
_. UTILITY EASEMENT
............... ... ................ - WATER EASEMENT
-•• -- ACCESS EASEMENT
................ .................... - STORM DRAINAGE EASEMENT
(1) Work shall be subjeect to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be
responsible for nofrigng the proper ACSA officials at the start of the work.
(2) The location of exiasOng utilities across the line of the proposed work are not necessarily shown on the plans, and where
shown, are only appproximately correct. The Contractor shall, on his own initiative, locate all underground lines and
structures as necessary.
(3) All materials and cconstruction shall comply with the current edition of the General Water & Sewer Construction
Specifications, as oadopted by the ACSA.
(4) Datum for all elevootions shown in National Geodetic Survey.
(5) The Contractor shoall be responsible for notifying Miss Utility (1-800-552-7001).
(6) All water and seweer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe over the
centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc.
(7) All water and seweer appurtenances are to be located outside of roadside ditches.
(8) Valves on dead-emd lines shall be rodded to provide adequate restraint for the valve during a future extension of the line.
-¢
IRON SET
UD
UNDERDRAIN
vO`'
STORM SEWER
RD
ROOF DRAIN
- al.s -
SEWER LINE
To
TRENCH DRAIN
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WATER LINE
47P -
FIRE PROTECTION LINE
2•bw
WATER SERVICE LINE
G
GAS LINE
OHE
OVERHEAD ELECTRIC WIRE
UCE
UNDERGROUND ELECTRIC
OHT -
OVERHEAD TELEPHONE LINE
UGT
UNDERGROUND TELEPHONE LINE
-CATV
CABLE TV
ok
DRAIN INLET (DI)
0
STORM/SANITARY MANHOLE
E
PLUG OR STUB
co
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HEADWALL
o
SEWER CLEANOUT
®
WATER VALVE & BOX
FIRE HYDRANT
®
WATER METER
WATER WELL
oV
GAS VALVE
0
GAS METER
�-�
LIGHT POLE
r❑
TRANSFORMER PAD
-+
UTILITY POLE
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GUY POLE
MATCHLINE
RWSA GENERAL WATER & SEWER NOTES
1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO
THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TD THE START
OF WORK.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS
DAYS PRIOR TO THE START OF CONSTRUCTION.
5) ALL WORK IS SUBJECT TWD THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING
SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK
SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE
SYSTEM.
7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF
DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE
AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT
ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT.
DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL
CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS
PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA
EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION
AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A
PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE
UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING
PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE
EXISTING PIPE WILL BE REQUIRED.
11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES
APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE
CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM.
12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES
INTO SERVICE
13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C2
SHEET NO: 2 OF 16
DATE: 12-21-2007
VARIABLE WIDTH
—Slope Varies
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COMPACTED : ' 1
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VARIABLE WIDTH
CLASS A-3 CONC.
SLOPE 1/4" 1 (MAX)
4"
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VDOT 21A COMPACTED SUBGRADE
STONE BASE 95% COMPACTED
Proffers for ZMA2004-0012
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, hereby voluntarily proffers the conditions listed below which shall be applied to the
property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such
conditions have a reasonable relation to the rezoning request.
1.The location of the structures relative to the exterior public streets, ingress and egress points, and sidewalks to the exterior public streets, ingress and egress points, and sidewalks shown
on the application plan may not be varied under Albemarle County Code § 18-8.5.5.3, in effect on October 12, 2005, a copy of which is attached hereto as Exhibit A, from that as shown
on the plan produced by Rivanna Engineering, dated October 13, 2004, last revised July 27, 2005, entitled "Application Plan for Luxor Commercial Center", herein referred to as the
"Application Plan."
2. Permitted uses of the property, and/or uses authorized by special use permit, shall include only those uses allowed in Albemarle County Code § 18-22 in effect on October 12, 2005,
a copy of the section being attached hereto as Exhibit B, except the following:
a. The following retail sales and service establishments:
1. Department store.
2. Retail nurseries and greenhouses.
b. The following services and public establishments:
1. Cemeteries.
2. Indoor theaters.
3. Laundromat (provided that an attendant shall be on duty at all hours during operation).
4. Automobile service stations (reference 5.1.20).
5. Automobile, truck repair shop excluding body shop. (Added 6-3-81; Amended 9-9-92)
3. No building permit shall be issued unless and until the Director of Planning, or his assigns, determines that those building facades that are not governed by o certificate of
appropriateness issued by the Albemarle County Architectural Review Board are in general accord with the "Perspective View from Route 250 Looking NW," prepared by Bob Anderson and
dated January 19, 2005, which is attached hereto as Exhibit C. The facades shall be determined to be in general accord if the form, massing, character and detailing conform in all
material respects to the building elevations. The exterior colors of the buildings shall be earth tone.
4. A plaza shall be provided between the two larger buildings fronting Route 250. This space shall be no smaller than shown on the Application Plan and shall include outdoor amenities
(e.g., landscaping, sidewalks, benches, tables). There will be a pedestrian passage that connects the plaza and the parking lot behind the buildings. This passage shall be a minimum of
20—feet wide and may have a roof and support structures (e.g. columns), but shall remain open on two sides (i.e., shall not have walls, windows or doors). A certificate of occupancy for
buildings four and five will not be issued until the plaza between these buildings is constructed. The plaza will be constructed of concrete. The plaza material may be altered if approved by
the Director of Planning.
5. Prior to the first final site plan approval, the owner shall submit a tree conservation plan (the "plan") prepared by a state certified arborist for the two large existing evergreen trees in
the southeastern corner of the site, as shown on the plan. The plan shall be submitted to the Director of Planning for review and approval to assure that all applicable requirements have
been satisfied. The plan shall specify tree protection methods and procedures, including fertilizing, tree protection fencing and mulching. The approved plan shall be complied with during
and after development of the property. When the tree conservation plan is submitted, the owner also shall submit a bond or other form of surety in an amount of $2,000 to guarantee the
replacement of one or both trees in the event that either or both die or are damaged for a period of 2 years after approval of the final site plan for the land on which the two trees are
located. The bond or other surety shall be in a form acceptable to the County Engineer and the County Attorney. The location of any sidewalk or any other improvements within 15 feet of
either of the trees shall be subject to design review during review of the first preliminary site plan for the land on which those sidewalks, other improvements, or the two trees are located t
by the Director of Planning.
6. The Owner of TMP 78-55A4 shall construct a two lane road between the Rolkin Road Roundabout and the eastern boundary line of the site, as generally depicted on the Application
Plan and labeled "Aunt Sarah's Lane." This road shall be constructed in conjunction with the first final site plan approved for the area under this rezoning and shall meet VDOT design
and construction standards. The purpose of this road shall be to provide for the ultimate interconnection to the Route 250/ State Farm Boulevard (Route 1117) intersection. In conjunction
with the approval of the first final site plan approved for the property, the Owner of TMP 78-55A4 shall reserve the necessary right of way of the two lane road, including all necessary
drainage easements, for future dedication to the County and will dedicate this right of way upon demand by the County. A plat showing future dedication to be accepted by the Board will
be prepared at the Owner's expense.
7. The Owner of TMP 78-55A4 shall construct a five (5) foot wide pedestrian asphalt path from Aunt Sarah's Lane to the property's common line with West Minster Canterbury in the
general location shown on the Application Plan. The purpose of this path shall be to facilitate an ultimate pedestrian connection to West Minster Canterbury. This path shall be constructed
in conjunction with the first final site plan approved for the property.
8. The Owner of TMP 78-55A4 shall provide a bicycle rack to hold at least 5 bicycles at a location on TMP 78-55A4 to be determined with the first site plan approved for the property.
The bicycle rack shall be installed prior to the issuance of the first certificate of occupancy on the property.
9. At such time as o public road interconnection is made between the Route 250/ State Farm Boulevard (Route 1117) intersection and the two lane road referenced in Proffer No.6 the
Owners of TMP 78-55A4 and TMP 78-55D, and any parcels) of record which may be created therefrom in the future shall close the ingress into their parcels at the current Aunt Sarah's
entrance on Route 250.
Conditions of approval for SP -2004-038:
The Board unanimously approved SP -2004-038 to allow a drive—in window for a bank on Tax Map 78, Parcel 55A4 in the Rivanna
Magisterial District in conjunction with the ZMA 2004-012 application plan dated October 13, 2004 with the following conditions:
1. Drive—through windows will be limited to three (3), including one to be used for an ATM;
2. Architectural Review Board issuance of a Certificate of Appropriateness; and
3. Applicant is responsible for installation and maintenance of control devices such as signage, and pavement markings as indicated
on the application plan. The crosswalk just beyond the drive—up window bays for the bank shall be identified with crosswalk
signage on either side of the drive aisle.
Conditions of approval for SP -2005-002:
The Board unanimously approved SP -2005-002 to allow for a veterinary office on Tax Map 78, Parcel 55D in the Rivanna Magisterial
District in conjunction with the ZMA 2004-012 application plan dated October 13, 2004 with the following conditions:
1. A separate entrance
and exit shall be provided for the
clinic in accordance with Section 5.1.11d;
2. No outdoor exercise
area shall be permitted;
3. A note shall be added to the plan to identify the two
(2) trees that are to be bonded;
4. The veterinary clinic
be identified as located in building
4; and
5. Architectural Review
Board issuance of a Certificate of
Appropriateness.
Conditions of approval for SP -2007-0017:
1. A separate entrance and exit shall be provided for the clinic in accordance with Section D;
2. No outdoor excercise area shall be permitted;
3. The veterinary clinic shall be identified as located in building and;
4. Architectural Rreview Board issuance of a Certificate of Appropriateness;
5. Special Use Permit 2007-0017 shall be valid eighteen (18) months of its date of approval.
Conditions of approval for SP -2008-0059:
1.
2.
3.
5
WIDTH VARIES -S
3,000 PSSI Concrete
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VDOT 21A COMPACTED SUJBGRADE EACH WAY
STONE BASE 95% COMPACTEED
A separate entrance and exit shall be provided for the clinic in accordance with Section D;
No outdoor excercise area shall be permitted;
The veterinary clinic shall be located in building 4, as shown on the plan entitled "Application Plan for Luxor Commercial
prepared by Rivanna Engineering, dated October 13, 2004, last revised July 25, 2004.
Architectural Rreview Board issuance of a Certificate of Appropriateness; and
Special Use Permit 2008-0059 shall be valid forty—eight (48) months from January 14, 2009.
VARIABLE WIDTH
STAMPED CONCRETE
SLOPE 1 /4" 1' (MAX)
7"
VDOT 21A 7 COMPACTED SUBGRADE
STONE BASE 95% COMPACTED
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DDR PROJECT NO: 5212
INDEX TITLE:
C3
SHEET NO: 3 OF 15
DATE: 12-21-2007
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INDEX TITLE:
C4
SHEET NO: 4 OF 13
DATE: 12-21-2007
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GENERAL CONSTRUCTION NOTES FOR STREETS
1. Construction inspection of all proposed roads within the development will be made
by the County. The contractor must notify the Department of Community
Development (296-5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the
contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of
the test results shall be submitted to the County. If a subgrade soil CBR of 10 or
greater is not obtainable, a revised pavement design shall be made by the design
engineer and submitted with the test results for approval.
3. Surface drainage and pipe discharge must be retained within the public
right-of-way or within easements prior to acceptance by the County. All drainage
outfall easements are to be extended to a boundary line or a natural watercourse.
4. Guardrail locations are approximate. Exact: length, location and appropriate end
treatments will be field verified at the time of construction. Additional guardrail may
be required at locations not shown when, in the opinion of the County Engineer, or
designee, it is deemed necessary. When guardrail is required, it shall be installed four
(4) feet offset from the edge of pavement to the face of guardrail, and roadway
shoulder widths shall be increased to seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances shall
conform to VDOT CG -9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall
conform to VDOT standard PE -1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections,
as
shown on the typical pavement section detail, shall be strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plat validation.
Should the final plat for this project expire prior to signing and recordation, then
approval of these plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for
Uniform Traffic Control Devices and the Albemarle County Road Naming and Property
Numbering Ordinance and Manual.
10. Traffic control or other regulatory signs or barricades shall be installed by the
developer when, in the opinion of the County Engineer, or designee, they are deemed
necessary in order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design
speed, or as determined by VDOT for public roads.
12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the
subbase material at all cut and fill transitions and grade sag points as shown on
the road profiles.
13. A video camera inspection is required for all storm sewers and culverts that are
deemed inaccessible to VDOT or County inspections. The video inspection shall be
conducted in accordance with VDOT's video camera inspection procedure and with a
VDOT or County
inspector present.
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of
urate) reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall
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2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted.
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provided in accordance with the approved erosion controlpp Y 9 9 9
3. Erosion and siltation control measures shall be
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
r reasonably obtainable lesser slopes of 3:1 or better are to be achieved.
5. The maximum allowable slope is 2:1 (horizontal: vertical), Where y P
r stabilize a
opinion of the Count Engineer, or designee, it is deemed necessary in order to sta
rip -rap or stabilization mat lined ditch may be required when in the p y 9 g , Y
6, Paved Y
P P
drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices,
8. Unless otherwise noted all concrete pipe shall be reinforced concrete
pipe - Class III.
Industry 29 CFR Part 1926 .
for the Construction
9. All excavation for underground pipe installation must comply with OSHA Standards oy ( )
9
PP
Design Speed for Luxor Road is 25 MPH,
Design ADT for Luxor Road is 1003 VPD.
39' R/W
1' 5' 2.5' 11' 11' 2.5' 5' 1'
Sidewalk Sidewalk N ONX-
Class A3 Concrete 1,5 - SM -9.5A Class A3 Concrete 2'
SLOPE: 1/4" : 1 " _ 2% SLOPE CG -6 SLOPE: 1/4" : 1 " �_
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DDR PROJECT NO: 5212
INDEX TITLE:
C13
SHEET NO: 13 OF 16
DATE: 12-21-2007