HomeMy WebLinkAboutSDP200800004 Plan - Other (not approved) 2007-12-21FINAL SITE PLAN FOR
LUXOR COMMERCIAL
TM 78 PARCELS 55D AND SSA4
DB 1515 PAGE 677
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RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
Curve
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Length
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C1
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93.50
OVERVIEW/PHASING PLAN
1621 31
93.19
5 65'46 42
E
C2
3.22
144.07
25'1220
142.91
S 86'3338
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C3
24.82
49.54
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26.26
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53.68
S 14'44 44
E
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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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
ITH pf
,
Timothy Ray Miller
Lic. No. 30542
COVER SHEET
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GENERAL NOTES & SITE DATA
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STORM SEWER PIPE PROFILES
DROP INLET DRAINAGE CALCULATIONS
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UTILITY DETAILS
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ROAD PLAN
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INDEX TITLE:
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DATE 12-21-2007
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SITE DATA & GENERAL NOTES
ABBREVIATIONS
J
LEGEND
Ny
y'a�im�
w d
�z I
� r-
LEI r -
GENERAL UTILITY NOTES
L
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7
6
-
O m
C m�
.
SITE DATA
00
GENERAL
o
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
Q
aWZ
TM 78, PARCEL 550 AND TM 78, PARCEL 5SA4
CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN
ARAN ARANDON(ED)
IF
IRFOUND
ON
PROPERTY UNE
SATISFACTION.
w
x 12'TIC
TOP OF CURB ELEVATION
SOURCE OF TITLE FOR PARCELS:
PARCEL 550:DB 3517-606 PARCEL 55A4:DB 3520-357
2 THE LOCATIONS. SIZES, AND TYPES OF EXISTING UTKITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE
AN ADJUST
IS
IRON SET
- ' ' -
ADJACENT PROPERTY LINE
z 12'BC
BOTTOM OF CURB ELEVATION
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE
P4
04
P4
C-,
�O
OWNER/DEVELOPER:
PLANS THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SRVIGEAEUTY, OR OTHER DATA CONCERNING THE
APR% APPROXIMATE
LOD
LIMIT OF DISTURBANCE
-----
VACATED PROPERTY LINE
z 125FL
ROW LINE ELEVATION
TMP 78-55D:
UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS
1
NILEL or DARYL E. BRAY
PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS SIZES,
BFC BOITTOM FACE CURB
LF
LINEAR FEET❑
BUILDING SETBACK
4585 DEER BONN RD.
AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING
x 12'EOP
EDGE OF PAVEMENT ELEVATION
KESWICK, VA 22947
UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
On BASEMENT FLOOR ELEVATION -
LT
LEFT
O
PARKING SETBACK
z 125
SOT ELEVATION
IMP 78-550'.
3. WHERE AN EXISTING UTUTY IS FOUND TO CONFLICT WITH THE PROPOSED WORK OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN AICA 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
T -„
- • •
ZONING UNE
z tYtw
TOP OF WALL ELEVATION
195 RIVERI3END DR.
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN VAITNC 1D THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF
BC WILDING CORNER
MIN
MINIMUM
CHARLOTTESVILLE, VA 22911
THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WOW RELEASES OWNER FROM OBUGATIONS FOR
ADDITIONAL PAYMBITS WHICH OTHERWISE MAY BE WARRANTED M RESOLVE THE CONFLICT.
BOW BOITTOI OF WALL
MON
MONUMENT CONCRETE
^' . . .
LIMITS OF DISTURBANCE
x 12'BW
BOTTOM OF WALL ELEVATION
EXISTING ZONING: PDMC PLANNED DISTRICT MIXED COMMERCIAL
4. ALL HYDRANT LOCATIONS TO BE APPROVED By THEALBEMARLE 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 GE SLOPE
NIS
NOT TO SCALE
^"'+ �ii��
-- +
FLOODPLAIN OMIT
SOURCE OF BOUNDARY SURVEY:
5. RM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES,
OG12 ACCESSIBLE CURB RAMP
PRVD PROVIDED
-®-
UNDISTURBED BUFFER ZONE
BENCHMARK
BLA PLAT BY DOMINION DEVELOPMENT RESOURCES, LLC.
AND OTHER SUCH NEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS-.
DEED BOOK NUMBER 3517, PAG: NUMBER 606
OF CUBIC FEET
R
RADIUS
•
IRON FOUND
A. IMPERVIOUS SURFACES FLUSH
B. PERVIOUS SURFACE AREAS ONE NCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
CL CHIAN LINK_
REED REWIRED
- - -
EDGE OF GRAVEL
IRON SET
SOURCE OF TOPOGRAPHY:
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON 04/11/02 USGS DATUM.
6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REWIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE NTH THE AL MARIE
CONC COWCRETE
RT
RIGHT
-- "--
EDGE OF PAVEMENT
- �c
UNDERDRAIN
MODIFIED WITH AS -SUET ROAD SURVEYS FROM ADJOINING DEVELOPMENT
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS
BENCHMARK : 543.58 FY ON TOP OF O ON EXISTING ROUEN ROAD
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
CY CUBIC YARDS
R/W
RIGHT OF WAY
_ ______ _
-- _-- _- - - - - -
ROLL TOP
STORM SEWER
BOLDING SETBACKS:
THESE PUNS AND LOCA MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
CC -2
20' FRONT ON ROLKIN ROAD
C/C CENTER TO CENTER
SE
SPOT ELEVATION
r.�.
STANDARD 6' CURD
� -xo -
ROOF DRAIN
30' FRONT ON U.S. 250
8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE 'NTH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPEgFlED ON
THE DRAWINGS.
DIA DIAMETER
SQ
SQUARE
C.K ' CG-3
STANDARD 4 -
- CURB
SEWER LINE
MAXIMUM BLINDING HEIGHT: 35'
MN1
9. THE CONTRACTOR IS REWIRED TD PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SEGUE
OC DEED( CORNER
STA
STATIN
CG -6
a^s
PAVING SPECIFICATIONS
ACCEPTANCE OF ALL UTILITIES
_ -
COMBINATION 6' CURB §GUTTER
- ,o -
TRENCH GRAIN
8' - I21A AGGREGATE BASE MATERIAL
10 ALL CONCRETE USED N UTIUTY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPEOFICATKN SECTION 2t7.
OW DRIVEWAY
SW
SIDEWALK
cv.7 CG -7
Y - SM -9.5A SURFACE MATERIAL
__.- ---_.
COMBINATION 4' CURB 3 GUTTER
- e`. -
WATER LINE
SIDEWALKS: 4' - 4000 PSI CONCRETE
11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE NTHN FOUR FEET OF ANY FRE HYDRANT.
EC EDJGE OF CONCRETE
TBA
TO BE ABANDONED
BUILDING ENTRANCE
- -..=
FIRE PROTECTION UNE
12.ALL UTILITIES TO BE MOD UNDER EXISTING COUNTY STREETS MUST BE BORED OR JADED UNUM SPECIFICALLY APPROVED OTHERWISE OR
EP EDOGE OF PAVEMENTTBC
TOP BACK CURB
LAND USE SCHEDULE
PRE -DEVELOPMENT X PWT -DEVELOPMENT K
NOTED ON THE PUNS
ES END SECTION
,M
LOAFING DOCK
-z"ow
WATER SERVICE LINE
BUILDING: 0 ST 0 25,184 SF 11.9
13.WAIM METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER
TBR
TO BE REMOVED
BOLLARD
- c -
GAS UNE
PAVED: 0 SF 0 115,704 SF 54.5
PFRMCIc 212199 G 100 71.311 SF 33.6
FACILITIES.
EXIST EXRSTING
TC
TOP OF CURB
®
TOTAL 212,199 SF 100 212,199 SI: 100
14.FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO
FC FEFNCE CORNER
117M
TO REMAIN
` T
SIGN
- axe -
OVERHEAD ELECTRIC WIRE
NOT LESS THAN 95% OF MAXIMUM DENSITY: IN ACCORDANCE WITH MDOT SPECIFICATIONS. SECTIONS 523.0.7, 302 303.10, AND 200.02 PER P.F.M.
ISOINTHACTOR IS TO VERIFY THAT ALL UTILITIES LL, WATER, SENA, GAS. ELECTRIC, 7EU PHONE CABLE, ETC, ARE N NICE PRIOR TD
FL I Ma LINE
TOW
TOP OF WALL
- _.. i' _ r
r r
STEEL GUARDRAIL
- -u. -
UNDERGROUND ELECTRIC
PARKING SCHEDULE
CONSTRUCTION OF SUBBASE AND/OR PAVING
FINISHED FLOOR ELEVATION
IPS
TOP OF SLOPE
,
-a•* -
OVERHEAD TELEPHONE UNE
BuRd9p /
GSF
Ir Rowked ProUded
Ues Ratlo/MuUPIM
18.THESE PIANS AND PROFILES AND AL THE NEW CONSTRUCTION NTH THIS PLAN SHALL BE IN ACCORDANCE NTH TRE CURRENT APPROVED
r .-._. FI
WOOD GUARDRAIL
1
6400
ONks 250 26 26
ALBEMARLE COUNTY SERVICE AUTHCRINS GENERA WATER AND SEWER CONSTRUCTION SPECIFICATIONS ANY AMENDMENTS THEREOF AND THE
FT FUIEI TANK
TYP
TYPICAL
-um -
UNDERGROUND TELEPHONE LINE
3
20250
OFRce... - _FSO N M
-
-. STANDARDS AND SPECFKA71M OF VDOT.
GE g7AWND ELEVATION
NET
WETLANDS
- _....... -
-c.rv-
CABLE N
4
10180
Ol 250 41 41
17.AL WATERLINES ARID SANITARY SEWSLI ES SHALL MAINTAINA 10 FOOT HORIZONTAL SEPARATION OR NEN CROSSING E8' VERTICAL CLEARANCE
_ _
(OUTSIDE EDGE OF PIPE TD OUTSIDE EDGE OF PEE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS
OR GUUIRDRAIL
NSE
WATER SURFACE EDGE
TREE UNE
DRAIN INLET (DI)
5
13819
OHa 250 55 55
7
6000
Office 250 24 24
&PROPOSED UNDERGROUND UTIUTFS SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED NTH A
--�-- --
FEryCL
O
STORM/SANITARY MANHOLE
MINIMUM 5 FOOT SEPARATION FROM PUBUC WAIERMANS AND SANITARY SENOR.
UTILITY
Total
56,649
227 227
HC SPaoss
7 7
19.ELECTRICA POWER STEAL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL STE UGHTING N ACCORDANCE WIN NATIONAL ELECTRIC
ARV AIR IRELEASE VALVE
LP
LIGHT POE
GT,TSPT'� ®
BLOCK WALL
[
PLUG OR STUB
Mcluded z Table
CODE.
20.ALL PIPES SHOWN AS RCP ON INNS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLM INDICATED OTHERWISE ON
BOA B/6W OFF ASSEMBLY
MH
MANHOLE
--- - w
RETAINING WALL
�/
HEADWALL
*NOV Wocw canted a two standard Casa
PLANS.
CO QEfANOUT
MHD
MANHOLE (DRAINAGE)
STREAM / WATER COURSE
c
SEWER CLEANOUT
21.AU. CONDENSE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOAC NA7IONAL PLUMBING CODE
CPD IEEEVI90N PEDESTAL
MHE
MANHOLE (ELECTRIC)
-_- ---- ------
POND
®
WATER VALVE g BOX
LOADING SPACES: 58.649-8,010.48.649
CALCUUTIONS FOR LOAD
22EXISTIND MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRIIC7ED. AS NECESSARY,
341 FOR FIRST 8000
TO MATIN FINISHED GRADES
CAN CAME TELEVISION
MHS
MANHOLE (SEWER)
--- --- - 12 -
INTERVAL CONTOUR
FIRE HYDRANT
TOTAL SPACES REQUIRED: 4
TOTAL SPACES PROVIDED: 4
GENERAL CONSTRUCTION NOTES (PART ONE)
OMP CORIREGATED METAL PIPE
MHUL
MANHOLE (UTILITY)
®
-00 -
INDEX CONTOUR
WATER METER
I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -O -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD. A PERMIT SHALL BE
DFC DRAANFTELD CORNER
ONE
OVERHEAD ELECTRIC
OBTAINED FROM THE VIRGINIA DEPARTMENT O TRANSPORTATION (VDOT)L THIS PUN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
®
PARKING COUNT
WATER WELL
CALWLATIONS FOR WMPSIER PADS: 1 PER CA./MWSVAINL BUEDNC AT (ROSS SF OR GREATER
O THE POW. WHERE ANY DIBGAEPAICES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
DI DROOP INLET
OHT
OVERHEAD TELEPHONE
, ,,,,,
CROSSWALK
oN
GAS VALVE
SIF O
5 COIIMEHgA BUIDINGS NTH 4,000 GROSS SF OR GREATER • 5
COMMERCIAL
2 ALL MATERIALS AND CONSIRUC110N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS O VDOT UNLESS OINERNSE NOTED.
DIP OUCCOLE IRON PIPE
TOTAL DUMPSIERS REQUIRED: 5
TOTAL DUMPSIERS PROVIDED: 4 (A DUMPSTER PAD WAIVER HAS LEEN SUBMITTED FOR APPROVAL)
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLED GE AND SHALL
PP
POWER POLE
...-, ,
HANDICAP ACCESSIBLE AISLE
oo'
GAS METER
INSTALLED PRIOR TO ANY CEIRIK QUOINS OR OTHER CONSIRUCIROK
ET ELECTRIC TRANSFORMER
PVC
POLYVINYL CHLORIDE
CG -12
0-M
LIGHT POLE
IE TRIP GENERATION FOR LUXOR COMMERCIAL X • 1000 SF GROSS FLOOR AREA
4. AL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
EW ENDD WALL
RCA
REINFORCED CONCRETE PIPE
LAND USE CODE (750) - OTICE PARI( T • AVERAGE VEHICLE TRIPS PER DAY
HANDICAP PARKING
TRANSFORMER PAD
PEAK MORNING EQUATION Ln(T) • 0.84 Ln(X) + 1.51 R"2 • 0.87
S THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: V07ICA). WHERE REASONABLY OBTAINABLE, LESSER SLOPES O 3:1 OR BETTER ARE TO BE
FH FIREE HYDRANT
SAN
SANITARY
X • 153, T PEAL( HOUR MORNING - 310 TRIPS/DAY
ACHIEVED.
r,': ,..
VAN-ACl'IESSIBIE HANDICAP PARKING
UTILITY POLE
PEAK AFTERNOON EQUATION T • 1.21X + 106.22 R"2 • 0.91
e. PAVED. RIP -RAR OR STABILIZATION MAT UNED DITCH MAY BE REQUIRED ED NIN THE OPINION O THE COUNTY ENGINEER, OR DESIGNEE„ IT IS
FM FORRCE MAIN
SOC
STORMWATER CONVEYANCE CHANNEL
- . " v
X - t53, T PEAK HOUR MORNING 292 TRIPS/DAY
R"2 • Q8B
DAILY EQUATION T • 10.42XNI+
DEEMED NECESSARY N ORDER TO STABROZE A DRAINAGE a4AMNEL.
FO REW OPTIC
TOP
TOP ELEVATION
CONCRETE PAVEMENT SDEWAUK
WY POLE
% - 153, T PEAR HOUR MORNING -2004 TRIPS/DAY
2004
7. ALL TRAFFIC CONTROL SIGNS SHAT CONFORM NTH THE gKiWA PADA, FOR UNIFORM IRITIC CWiRCL DEMOS.
FT FUE0. TANK
MATCHLNE
REINFORCED CONCRM PPE - CLASS M.
TP
TELEPHONE POLE
r i ,
RIPRAP
6 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE
r
CONTRACTOR'S COORDINATION RESPONSBU ITIES
GL GASS UNE
TPD
TELEPHONE PEDESTAL
9. ALL EXCAVATION FOR UNDERGROUND PPE INSTALLATION MUST COMPLY WIN OSHA STANDARDS FOR THE CONSDWTKN1 INDUSTRY (29 CFR PART
ASPHALT
1. THE CONTRACTOR U REWRFD TD OBTAIN ANY/ALL POUTS REQUIRED FOR CONSTRUCTION OF THESE PIANS.
1926).
GM GASS METERNEW
TSV
TAPPING SLEEVE B VALVE
2 ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EASING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
GENERAL CONSTRUCTION NOTES ART TWO )
GT GREEM TRAP
UE
UNDERGOUND ELECIRFC
D
GRASS
EASEMENT AS TO THE NATURE OF PROPOSED WORN AND TO FOLLOW ANY WgEUES OR STANDARDS WHICH ARE ASSOCIATED NN
BLANKET MATING
OR REFERQRCED N 1}HE RECORDED EASEMENT
I. WORK WITHIN THE LOCA RIGHTS -O -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS WOR( WITHIN STATE RIQ TS -OF -WAY SHALL
GP GUYY POEEC-2
UP
UTILITY POE
NOTES
CONFORM TO THE LATEST EDITION O THE VIRGINIA DEPARTMENT O TRANSPORTATION STANDARDS AND SPEOFICAT06 FOR HIGHWAYS AND
J. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION. ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
BRIDGES
GW GUFF WERE
OEMEC-3
TYPE A
1. THE SIZE EV THE SYMBOLS MAY VARY FROM THOSE SIRENS.
OF ANY CONSTRUCTION
UT
UNDERGROUND TELEPHONE
2. ALL ABBREVIATIONS AND SYMBOLS
SHOWN MAY NOT BE USED.
2USE SELECT MATERIAL UNDER BELONGS AND STRUCIM USE FILL AND BAgffILL MATERIA UNDER PARKING AREAS, ROADS, SDEWAKS,
GV GAPE VALVE
EC -3 TYPE B
3. REFER TO LANDSCAPE SHEET
FOR ADDITIONAL SYMBOLS.
4. CONTRAC7'0R TO VERIFY ALL STE PUNS AND PROBES AND DETAILS FOR CONSISTENCY AND IF CONVICTS EXISTS CONTACT
AND OTHER CONCRETE AND PAVED SURFACES USE COMMON FILL MATERIAL FOR GENERA SE GRADING. PLACE MATERIA. M 6' LIFTS.
WL
WATER UNE
ENGINEER FOR CLARFnCAIION AND/OR DIRECTION. INTERPRETATION MISMIIED BY CONTRACTOR SHALL BE DON: AT IISAO OWN
3CDMPACT LAYERS O FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
HOPE MQH DENSITY POLYETHYLENE
TM
WATER METER
'
.-_
NERAND
RISK.
AND BY STANDARD PROCTOR METHOD PER ASTM 0 698 W07H AND WITHIN DETENTION POD EMBANKMENTS. PAVEMENTS, WARS AND ROAD
-�
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONVICT NTH PROPOSED WORN HAS BEEN
S HORDOM INCLUDING AREAS THAT MAY BE USED FOR RMU E CONSTRUCTION. IN OTHER UNPAVED AREAS COMPACT 90 PERCENT BY
INV INVERT
WV
WATER VALVE
COMPLETED INCLUDING UTIUTY POLES.
STANDARD PROCTOR METHOD PER ASM D 896 IF THE DENSITY O THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECKED, THEN
-____... ____-
SANITARY EASEMENT
COMPACT TO A DENSITY NOT LESS THAN THE DENSITY O THE ADJACENT SER.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE.
4. AREAS ON WHICH F0.1 IS 1D BE ACED SHALL FE CLEARED, CRIBBED, AND STRIPPED O TOPSOIL SOIL MAl1E1IALS SHALL SE ELME O
-.--...-.. --.
GRADING EASEMENT
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS O PLANS, SPEOFICATIONS AND DATA FILES THAT ARE OBTAINED
DEBRIS, ROOTS WOOD, SCRAP MATERIAL VEGETATION, REFUSE, SOFT LNSOIRD PARTICLES. AND FROZEN DELETERIOUS OR OBXCYMAL
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION O PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PUNS
MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS COMMON FILL MATERIA SHALL BE UNOASSIFIED SOIL
..____... _.-.._...
DRAINAGE EASEMENT
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
MAIMAL NN THE CHARACTERISTICS REWIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTO= LOCATION. BACKFILL AND
FILL MATERIAL ASM D 2487. CLASSIFICATION GW, KP. GIM, OC. SV. SP, S, SC NTH A MAXIMUM ASTM D 4318 LIQUID LINT OF 33. MAXIMINA
8. CONTRACTOR SHALL COMPLY NTH ALL WIEILAND PERMIT REQUIREMENTS. IF A PERMIT EXIS75.
ASTM D 4318 PLASTICITY NDE% GE 12 AND MAXIMUM O 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE SE ECT MATERIAL'.'.'
ASM 0 2487, CLASSIFICATION GW, KP, SW, SP WITH A MAXNW OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140. NO. 200 SIEVE.
'-..... - .. -
UTILITY EASEMENT
T,
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED W BANS) INCLUDING. BUT NOT UNITED HD
S. ALL FINISIED GRACING, SEEDING AND SCOING S14ALL BE DONE N SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE.
WATER EASEMENT
AL UTILITIES, STORM DRAINAGE. SIGNS SIGNALS SILS # POLES ETC. AS REQUIRED. AL WORK SHALL BE IN ACCODANE NTH
PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM IIE1S
..._... ---._
ACCESS EASEMENT
WVERNING AUTHORITIES REQUIREMENTS AND PROJECT STEM SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL CWT
- . -
SHALL BE INCLUDED IN BASE BD.
6gUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS
10. CONTRACTOR SHALL CONTROLSTORNWAIER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS 1D OFF SITE REAS AND
AND SPECIFICATKYNS
GENERAL WATESR & SEWER CONDITIONS
--.. -.. - - --
STORM DRAINAGE EASEMENT
SHALL BE RESPONSNE TO REPAIR RESULTING DAMAGES P ANY. AT NO COST TO OWNER.
7. ALL OWING CURB AND GUTTER ALONG THE FRONTAGE O TINS STE IN POOR CWOITION OR DAMAGED DURING CONSTRUCTION SHALL BE
11. THS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
REMOVED AND REPLACED TO THE STANDARDS AND SPECFICA7IOMS O ALBEMARLE COUNTY.
1. WORK SHALL E %WCT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE
(VSMP), GENERAL CONSTRUCTION PERMIT (OCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT O CONSERVATION AND
61N THE EVENT THAT SUSPECTED CONTAMINATED SOL, GRMINDW'AYM AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
RESPONSIBLE RR NDIFMG THE PROPER SERVICE AUTHORITY
OFFIOILS AT THE START O THE WORD
RECREATION (DCR) UNDER THE JURISDICTION O THE WA PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ME A
CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR 07HER EVIDENCE. THE CONTRACTOR SHALL STIP WORK IN THE VICINITY O THE
2 THE LOCATION OF MING UTILITIES ACROSS THE LINE
OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
OCP NOTICE O INTENT WITH THE DOR AND PREPARE A STDIMWATER PREVENTION PUN N ACCORDANCE NTH THE VSIP
SUSPECT MATERIA TO AVOID FURTHER SPREADING O THE MATERIAL, AND SHALL N011FY THE OWNER IMMEDIATELY SO THAT 7M APPROPRIATE
AND WHERE SOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHELL ON HIS OWN IITIAM LOCATE AL
REGULATIONS
TERM AND SIBSEWENT ACTION CAN BE TAKEN.
UNDERGROUND IIIESi AND STRUCTURES AS NECESSARY.
12 CONTRACTOR SHALL COORDINATE WITH ALL U71UTY COMPANIES FOR INSTALLATION REQUIREMENTS AM SPECIFICAVONS
GENERAL NOTES
3. ALL MATERIALS AND, CONSTRUCTKN SHALL COMPLY WITH THE
OMENT EDITION O THE GENERAL WATER AND
SEINER
13. CONTRACTOR SHALL BE RESPONSBLE FOR STE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE N ACCORDANCE
I. ACCESSIBLE ROUTES, PARKING SPACES RAMPS, SDEWALKS AND WALKWAYS SHALL BE CONSTRICTED IN CONFORMANCE NTH THE FEDERAL
CONSTRUCTION SPEC71Gl11CNS AS ADOPTED BY TME ALBEMARLE COUNTY SERVICE AUTHORITY.
VAIN OSHA STANDARDS AND LOCAL REQUIREMENTS,
AMERICANS WIN DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRI MY).
4. DATUM FOR ALL ELEVATIONS SHOWN N NATIONAL SEODETIC SURVEY.
14. CONTRACTOR SHALL DISPOSE O DEMOUTION DEBRIS IN ACCORDANCE WIN APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS
2 ALL STAIRS NTH THEE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
5. THE CONTRACTOR SHELL GE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (i-800-552-700).
ORDINANCES AND STATUTES
SIDEWALKS ADJACENT TO PARONC SHALL HAVE A Mom WIDTH OF 6 FEET.
6. ALL WATER AND SEVER PIPES SHALL HAVE A MINIMUM
O 3 FEET O COVER MEASURED FROM THE TW O RPE, OVER THE
IS EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, N CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY
CENTERIINF O PPE:. THIS INCLUDES ALL FIE HYDRANT LINES SERVICE LATERALS AND WRIER NINES ETC
COMPANY STANDARDS SPEMICATIONS, AND OEYAM THE CONTRACTORSHALL COORDINATE UTIUTY SERVICE DISCONNECTS WTH THE
4, TO INE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY.
UTILITY REPIESENTAINES.
S N/IN1IWS WILL BE FRONDED WITH MINOR ADJUSTMENTS N THE FIELD TO ELIMINATE CONVICTS NN OTHER STRUCTURAL FUTURES.
7. ALL WRIER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE O ROADSIDE DITCHES.
A VALVES ON DEADEND LINES SHALL BE RODDED R PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION O
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DDR PROJECT NO: 5212
INDEX TITLE:
C2
SHEET NO: 2 OF 13
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C2
SHEET NO: 2 OF 13
DATE: 12-21-2007
VARIABLE WD1.
F_ �Iope Varies
�/•i %li��lo wli �1i�ar.�eli �►� %1:1
COMPACTED SUBGRADE2
COMPACTEDVDOT 21A BASE MATERIAL
VARIABLE WIDTH
CLASS A-3 CONC.
SLOPE: 114" : 1" (MAX)
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 Rivonna Engineering, dated October 13, 2004, lost revised July 27, 2005, entitled "Application Pion 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. Deportment store.
2. Retail nurseries and greenhouses.
b. The following services and public establishments:
1. Cemeteries.
2. Indoor theaters. -
3. Loundromot (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 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 "pion") prepared by a slate certified arborist for the two large existing evergreen trees in
the southeastern comer of the site, as shown on the pion. The pion shall be submitted to the Director of Planning for review and approval to assure that all applicable requirements have
been satisfied. The pion shall specify tree protection methods and procedures, including fertilizing, tree protection fencing and mulching. The approved pion 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 ore located t
by the Director of Planning.
6. The Owner of TMP 78-55A4 shall construct a two lane rood 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 rood 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 stondords. The purpose of this rood 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 lone 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 Lone 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.
B. 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 Form 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 of the current Aunt Sarah's
entrance on Route 250.
Conditions at 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 550 in the Rivonna
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 a Certificate of Appropriateness; and
3. Applicant is responsible for installation and maintenance of control devices such as signoge, and pavement markings as indicated
on the application pion. The crosswalk just beyond the drive—up window boys 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 Mop 78, Parcel 55D in the Rivonna 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.
{-- NgTHi VARIES
3,000 P51 Concrete
VDOT 21A \_tpMP'ACTED SUBGRADE y4 13 12"
STONE BASE 9SR (COMPACTED EACH WAY
Typical Paving Section Detail2 NOT TO SCALE J T ical Sidewalk Crass Section 3 TypicalNOT TO SCAIB Pavemlent Section — um ster Pad
C3 NOR TO SCALE C3 C) _
VARIABLE MOTH
STAMPED CONCRETE
SLOPE: 1/4" : 1" (MAX) _)-
7"
4"
VDOT 21A COMPACTED SUBGRADE
STONE BASE 95% COMPACTED
( `t 1 Typical Stamped Concrete Cross Section
C 3 NOT TO SCALE
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DDR PROJECT NO: 6212
INDEX TITLE:
C 3
SHEET NO: 3 OF 13
DATE: 12-21-2007
EX15TING
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INDEX TITLE:
C5
SHEET NO: 5 OF 13
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C6
SHEET NO: 6 OF 13
DATE:
12-21-2007
LANDSCAPING CANOPY REQUIRED: \
10% of Total 51te Area\ C' I \ )
Total Site Area 212,199 5F (4.87 Acres) (.\ \\ t ' I \ ,
212,199 5F a .10 - 21,220 SF Required 1
1.
nr/ LANDSCAPING CANOPY PROVIDED:
/ Existing Canopy - I white Pines (Replacement trees, if needed
are included m the total plant count - See note this sheet)
-
New Canopy = 38,2685F
Total Canopy
Provided - 38.268 5F �\ \ - \ V ' • ' \ t
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GRIP NINE`
STREET TREE5:
Required: Rolkin Rd - 335±LF1401E = 8 Trees
Provided: (7) Trees (sidewalk conflicts) ti \
Required: Luxor Rd (&tea) - 346±LF/4OLr = 9 Trees 1.1 IF \\ ',..t'
Provided: (5) Trees (sidewalk conflicts) , �.,5 I \ ✓ mr' ( 1
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Required: Luxor Rd (Prop.) - 361 2:LF/40LF = 9 Trees \ r i .,,.. ` I // :; w •..
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Provided: (9) Trees �•. - g�,, ' - e4}I, 'r+b -. A
Richmond Rd - 534±LF/35LF ce 15 Trees Sri iz—
I I provided: (1 1) Trees (utility conflicts 4 road curvature) EA
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INTERIOR LANDSCAPING:
Required: I Tree per 10 Parlung Spaces , • • / M3
25 111 O = 25 Trees . _ .... -
Provided: 32 Trees '} EID5➢N0 •: .__
Area Required: 5% of Total Parking Area / i BLDG. 3
0.05'76,776 5F - 3,834 5F 3 -STORY ,(�
NOTES: Area Provided: - 13,168 5F .4 I -.ti -- ni nac�r�e +eM 20,2505E OfTICf / 'r/�
1. Contractor to install chain nk fencing wit It posts set
three (3) feet an center. Forcing shall be placed as close
to drip line as possible.
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PLANT LIST
Ouanlily
Code Name
Symbol I ScientlRa Name
Common Name
Planting Size
I Canopy Area NSF) I
Told Area (SF)
1
T -ARKS
Acer mhrvm'ted Sun»r.
'Red Su»H' Red Maple
6" Cal
Sic
$10
7
T -AR
Acer rutmum 'Red Sun»r
'Red San»r Red MoV.
3.5' Co.
510
3,570
24
T -ARA
Acer rubrurrl 'Armstrong'
'Arrnahonq' Red Maq•
2.5 Cd.
53
1,272
22
T -OP
Quercus plel»
Me. Oak
2.5 —CO.
419
9,218
2
T -UP
Ulm.. P.Afallo
Chineee Elm
2 Cd.
423
446
1
T-ZSGV
ZMkow aermt. Gr»n Va..
'Crew Vaal Zell,.
8 Cd.
395
395
31
T -ZS
ZMkow aemeto 'Green Va..
'Green Va» 2Mkow
P.5 Col.
J95
12,245
Ouanlity
Code Nome
Spnbal Sci•nllTc Nome
Common Name
Planting Size
Canoe Mao (SF)
Total Area (SF)
4
T -AG
IA.. Slimed.
Amur Maple
3.5" Cd.
If 208 1
024
2T
-CC
Code canad.u.
Radbud
5-10'
124
2"
5
T-CCFP
Cade canaden,le Foreat Panay
'Forest Panay ReObud
8-10'
124
620
II
1-1-1
Lagerolrwmla 'Tuacwwa
'Tuscarora Crapemyr0e
8-10
77
924
J
T -PC
Prunus corintM1lan'R..
'Rwe Flowwlnq PaaM
0-ta
99
297
1
T -SJ
I rj I sly.. )opcomoua
Japanese $noebell
a -lo
94
94
auanlHy
Code Name Spmbal
ScImUOe Name
Gammon Name
Planting Site
Canopy Mea (SF)
Total Area (SF)
13
5 -AZ W
A.I. a Kcaei HNr
Rabin HIII Azalea
24'
14
952
5
S -CPI 0
Camilla Sink Icicle'
'Pink Icicle Camellia
24-38
3
39
87
s -ICBG
116c, wenato 'Bwmeta Compact*
'Benner, Compacta' Japanese Nally
24
16
1,392
155
S-ICHIle..renal.
'Hoogendam
'11c,endam Japanese Holly
24
IB
2.480
5
S-ICST
It.. almake Soft Teats
'Soft Touch' Japan... Holy
24
16
128
2
SRb
Ilse k'NMM R. Stewne
'HOUR R w Holly
Stenr
4- 5
44
Be
0
S-aP
It...'Patriot
'Palrlut Red Holly
6-7
16
Bee
5
5-tA
Levaoth» aalllara
Coast LeucotNoe
18-24
28
140
4
S -PJ
Plem. loPcnica'Scwibt O'Hara'
'Scaiett OHaro Pelt.
2s
36
144
OR
S -Ra.
Prunus lamocer»ue Otto Luken'
'Otto Luy,en' Laurel
24
10
840
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Total Area (Sf)
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Pwaana Juniper
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'819 Blua' Layturf
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ie a• ��er♦
�rOpLTN OF
Timothy Ray hiller
Lic. No. 30542
�����'� •. ��♦ e J 1 ` dna ��TOTAL CANOPY AREA (SF) t IV
SiY7S%� p'^^.gyp
'-�8 •;F•'�1�lQ + Af ar- er 1 h
• �' .. ET' FOR
�® '�I/• '�O , �� •:�• (`a�'®`� _N THOR PROPOSEDE& THE TREE ER SHALL BE 6- R GREATER. THE REMAINING
GROUND THOROUGHLY
' THE PROP"' SHADEZEUKOVA SONATA 'GREEN VASE' FOR MITE PINE # 11063 AND ACER RUBRUM 'RED , —
rr
"� ' ' 1r ��1' ��._. C'4:►�,►ww`'B:w _ „e f �., _ ! ,h-' io d,►�
S�'r71J'La�!%i'!g"l��a _�'.q� `i��I�l ( � �� , ��•_ _-: _ Incl t�� ►,c� �tL ►•� � ►Pc C�l� � � to `1LA�
AW
CONSERVATION PLAN CHECKUST
COMES
2 r
-
�:�. . -
1 rk
• �T.111.T-'.7 d �,- � ` ��
._. � • ` ���� '/alp �=� '► � r
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EXISTING
ECKERD
PHARMACY
III ACCI!55�
OB 260141
Eli
TINGC
tj
PP
x.
:r► _ tf�svii�_
S
Proposed trenching a tunneling beyond the limits of clearing.
a A - _ .. - d 2. All Maerkint
T%p
be coved shall be marked with print or ribbon of a height clearly visible to equipment men) operators. �7
/`, ti) T A No grading shall begin until the tree making has been inspected and approved by a County Inspector. O yo
m
i yd3. Pre -Construction Conference: o o Q
free preservation and protection measures shall be reviewed with the contracts on site.
I\'tiCIE A ,� \ /; I d4. Equi ent Operation &Storage
0)� /� 121 r-zs " /, J :�( \ Heavy equlpme�, ve if�icu ar ra ic and stsage of construction materials including soil shall not be U U U c7
Permitted within the driplines of trees to be saved.
reonrRkw �._. _..... �J _.: ♦.� 20 Y'RIVR \ q
G5mm DRAINAGE eASNEAT ` f ! + \ a
7 d5. Sall Erosion &Storm water Detention Devices: GO
rSuch devices shall not adversely a IF ees o be saved. - I
>; .a 2,' \ -� ' ' / I- •-! Wil
1 i elT Elf 6. Fires:
EXISTINGFires are not permitted within 100 feet of the drip line of trees to be saved. J
GO
d7. Toxlc Materials: z N LL
AUNTToxic aenos s all not be stored within 100 feet of the drip line of trees to be saved.
5'-•� '. [� t..) d8. Protective Fencin : Z
�Iaw Ya wA Il -- ----N I �- F1,i '\\ I SAI \ A I I y S Trees o e retain within 40 feel of a proposed building a grading activity shall be protected by fencing. I --I
e75f7(,•rft e90WAetr ware a ®IYa I O O \' _ \ Fencing sholl be in place and shall be Inspected and approved by a County Inspector prior to grading or
di : I A �- I 1 \ construction.
-*EASE ,, �� �, PANCAKE Z � 5
- ------ -- - --\I s
d
\ ' g. Tree wells: W
\ u When a round level most be raised within the do line of a tree to be saved, a tree wall shall be provided
O - (' � \I I I OUSE and o construction detail submitted for approval. p y
.r 13 f1 F�
` d 10. Tree Walls:
When -We ground level must be lowered within the drip line of a tree to be saved, a tree well shall be provided
BLDG4 \ \ I and a construction detail provided. E-4 O
si 12Y
I r tzn
3 -STORY I f \ NeWfV 4 \ I _... Elf 11. Trenching & Tunneling: '�
10,1805E wAUe N \ '� When ren mg Is require within the limits of clearing, it shall be done as for away from the trunks of
15T FLOORVETERINARYCLINIC rweerAeN `\ \ trees as possible. Tunneling under o large tree shall be considered as an alternative when it is anticipated I�—I
(sl s -u / 2ND/3RtDEL00ROFFICE / ` sETNG zq 5ANITW that necessary trenching will destroy feeder roots.
RPE -538.5.- 1 1• I sewER28.0?18 Q-1 (�� W
10 S-I9ea I \ DB 152&a71e
\\ rot ---w enting shall be the last tems removed during final cleanup. a �
t _ dDamaaeo reesrsea be treated immediate) b pruning, fertilization or other methods recommended b a 1�
9 Y YP 9. Y
tree Specialist W _
O
NONE: IT B THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Q U �
�E�y OWNER SIGNATURE ---------` --- (DATE) O Q
Iti
CONTRACT PURCHASER SIGNATURE (DATE) a
IT, \ Z F
\ xe 4I/: ern.'" -
' 1 \
Easn�i W
4ARIALRIIIT BlIAY \
TO REMAIN \ \ ry N
Ey1STNa 41/2- GL t\� '--;rywg. I .'a., \ \ \ F+1
MANNU$ PENlSnvANG = - � \
TO BE RVIOAD \ I - -. .
v"OOk (3) T -aFP .1 (t \\ ) - -- 5`30 .. DDR PROJECT NO: 5212
(4) T -M
EXISTING Pars slims p \\ ) \\ - INDEX TITLE:
m m t81row0 I \
(1)r_A�(,11� � C 8
- ✓ - 5�� d�rL`b
30 0 30 60 90
Me Is m mSHEET NO: 8 OF 13
• � �` SCALE: 1" = 30'
\
DATE: 12-21-2007
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8 Storm Profile -S T — 12Z —> ST — 14 &A DDR PROJECT NO: 5212
UCSCALES: 1"=30' (Horizontal)
1"=10' (Vertical) A New Waterline Pro ale INDEX TITLE:
1 SCALES: i"=30' (Horizontal)
1"=10' (Vertical)
SHEET NO: 10 OF 13
DATE: 12-21-2007
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8 Storm Profile -S T — 12Z —> ST — 14 &A DDR PROJECT NO: 5212
UCSCALES: 1"=30' (Horizontal)
1"=10' (Vertical) A New Waterline Pro ale INDEX TITLE:
1 SCALES: i"=30' (Horizontal)
1"=10' (Vertical)
SHEET NO: 10 OF 13
DATE: 12-21-2007
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UCSCALES: 1"=30' (Horizontal)
1"=10' (Vertical) A New Waterline Pro ale INDEX TITLE:
1 SCALES: i"=30' (Horizontal)
1"=10' (Vertical)
SHEET NO: 10 OF 13
DATE: 12-21-2007
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8 Storm Profile -S T — 12Z —> ST — 14 &A DDR PROJECT NO: 5212
UCSCALES: 1"=30' (Horizontal)
1"=10' (Vertical) A New Waterline Pro ale INDEX TITLE:
1 SCALES: i"=30' (Horizontal)
1"=10' (Vertical)
SHEET NO: 10 OF 13
DATE: 12-21-2007
From
To Point
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Runoff Inc
Accum Tot
1 Tot
545
Tot Up
Dn
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525
Point
A
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1
2
3
4
5
6 7
8
9
10
11
12
13 14
15
16
ST -12Y4
ST -12Y3
0.88
0.441 -
0.39
0.39
5.00
8.86
2.68
530.59
53048
25.0
0.521
15
4.57
3.4
0.12
ST -12Y3
ST' -72V2
0.14
0.87
0.12
0.51
5.14
8.82
3.53
530.38
530.00
71.1
0.51
15
5.97
5.07
0.23
ST -12Y2
ST' -12Y1
0.21
0.80
0.17
0.58
5.43
6.73
4.63
529.74
528.90
166.9
0.50
18
9.88
5.42
0.51
ST -12Y7
STIR 12Y
0.28
0.87
0.?4
0.92
6.02
6.56
9.03
528.30
527.40
76.0
1.20
18
14.85
8.82
0.14
ST-12YIA ST -12Y1
0.53
0.82
0.43
0.43
5,001
6.86
3.02
532.45
531.83
61.01
1.201
151
9.12
6.68
0.15
ST -12Y5
ST -12Y
0.21
0.90
0.19
0.191
5.001
6.88
1 1.31
631,00
530.001
89.51
1.441
151
10.07
5.67
0.20
i
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ST -122
0.29
0.791
0.23 _____0_23_F_5.00
6.88
1.611
537,471
536.71 i
70.41
1.10
151
8,721
5.44
0.221
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ST -12X
0.68
0.711
0.48
0.48
5.00I
8.88
3.34
529.75
529.38
20.9
1.771
151
11.181
7.97
0.04
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ST -12113
1 0.15
0.711
0.11
0.111
5.001
6.86
0.73
534.88
534.121
76.11
1.001
15
6.45
3.5
0.36
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ST -12A
1 0.091
0.791
0.071
0.181
5.701
6.85
1.071
52d.751
52T.741
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6.441
3.891
0.43
ST -1222
STT-12Z1A
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0.00
0.00
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8.86
3.24
530.43
530.20
31.0
0.70
18
7.62
1.99
0.28
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0.39
0.74
0.29
0.29
5.16
6.81
5.24
530.10
529.81
41.0
0.70
18
7.62
3.77
0.18
ST -1221
STT -122
0.00
0.00
0.00
0.00
5.41
6.74
5.24
529.71
529.33
37.5
1.00
18
10.57
4.45
0.14
ST -122
STf-12Y
0.00
0.00
0.00
0.00
5.56
6.69
6.78
529.16
527.41
167.1
1.05
18
10.74
6.43
0.43
ST -12Y
STFR 12X
0.28
0.79
0.22
0.22
6.17
6.52
18.34
528.50
525.50
66.0
1.50
24
27.83
9.46
0.12
ST -12X
STIR 12A
0.00
0.00
0.00
0.22
6.29
6.49
21.41
525.00
524.13
68.7
1.30
24
25.45
9.09
0.13
ST•12A
STIR 12
0.21
0.75
0.16
0.38
6.43
8.45
23.78
523.80
522.88
37.5
2.00
24
31.77
11.11
0.06
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1 ROUTE 250 ENTRANCE PROFILE
C11 SCALE: i =so "
Runoff from 250 is 3.24
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y der
09 0.79 0.07 8.50 0.46 0.46 0.011 0.0400 0.0208 0.0833 1.35 0.11 91% 0.38 0.00 " - ' 1 ` ROLKIN ROAD
` 1 I SCALE: 1 30
.21 0.90 0.18 4.00 0.76 0.78 0.011 0.0250 0.0240 0.0240 4.25111 0.10 91% 0.69 0.07 me C1
1 ENTRANCE PROFILE
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t A-0.21 111 414
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09 0.79 0.07 8.50 0.46 0.46 0.011 0.0400 0.0208 0.0833 1.35 0.11 91% 0.38 0.00 " - ' 1 ` ROLKIN ROAD
` 1 I SCALE: 1 30
.21 0.90 0.18 4.00 0.76 0.78 0.011 0.0250 0.0240 0.0240 4.25111 0.10 91% 0.69 0.07 me C1
1 ENTRANCE PROFILE
21 0.90 .0.19 6.50 1.23 1.23 0.011 0.0250 0.0240 0.0240 5.09 0.10 91% �'� ' �� • i ❑, • , . 00
0.95 0.27 .
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II to=50 �n tc=50 min
t A-0.21 111 414
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EXISTING A-0,211 ic+S.Dmin I EXISTING
0-0 79
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♦♦ ' i , w: I ! A-0.53 X023 , ��„--- J SARA
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=13.87
, ;,! PANCAKE
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are
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RICHMOND RD '
r-Ir--rr-rr-rr rrr A-00 ��---�---------r--=
1 to -5.0 eve
30 0 40 80 120
I
16 - wJ - SCALE: 1" = 40'
LTH OF
(Ul
othy Ray Miller
No. 30542
SSfONAL ENG\
z�
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L Q 00
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DDR PROJECT NO: 5212
INDEX TITLE:
C11
SHEET NO: 11 OF 13
DATE: 12-21-2007
-
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LTH OF
(Ul
othy Ray Miller
No. 30542
SSfONAL ENG\
z�
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p N N C J S
L Q 00
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DDR PROJECT NO: 5212
INDEX TITLE:
C11
SHEET NO: 11 OF 13
DATE: 12-21-2007
COVER LIFT NOTCH
JtA/a" 12 3/e"
WATER
CAST IRON LID
18" METER BOX
6.
PIPE SLOT - BROOKS
(2 PLACES) 2200 SERIES
(5/8"-1" METERS)
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. 6015-8
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. 6. & 7
NOT TO SCALE
SEWER SERVICE LATERAL 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 MAN OLE. Q
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" 2' MIN
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.
7TREAii�/'
MAIN
15
FINISHED GROUND 2 X 4
MARKER
PLUG END OF -
SECTION SERVICE LATERAL
IN LINE WYE -TEE
PLAN
VARIES
rJ SEWER SERVICE LATERAL CONNECTION
NOT TO SCALE
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES -
MUELLER CENTURION (A-423) VILLE THREADS WHICH IS
Q
OR APPROVED EQUAL THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270•)
7 CU. FT. 18" r -VALVE BOX
Wineice%
W\ �
Y,L
2500 P.S.I. CONCRETE. ..1.
BASE AND THRUST �, ,;,1
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHE 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 FRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
R 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
4'-0•mb
Mn abpa 1.M Pw spar IMNW
2 owl* a"ff" ^ mMwaRbeH2 wN IoW
b 1(V•t)
1N'prbW mb
\\+ z• my
Ir"M
TOP
wamp • W@f0••.a.
S '
Ow4W,k IhO Ot - 2'�
a•brbpap
•• 6'-0•max
Orman bd@ ••"•
DMR rock
4ri11t 1 "� lO'•
p.ar•1aa ma .
� tr,INn lMo
tr �' • • MUM plans
ar MI@16•
:0
•.e.mu
1•
16• r Z -a•
6'-D* Retaining Well
NO b Scab
Poured Concrete Retalnina Walls
R
r -6 - POURED CONCRETE RETAINING WALL
Cl
NOT TO SCALE
PLACE 5' GALV. " WITNESS " POST PAINTED
BLUE TO INDICATE
ALVE LOCATION
'.' D HIGHWAYG
R EWAM DEPARD, MARKER TS
DEPARTMENT APPROVAOCATION MAY L.
FINISHED GRADE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
8 STONE
*
ADJUSTABLE VALVE BOX W/ LID STABLE SOIL ROCK
BINGHAM & TAYLOR FIG. NO. 4905 * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
Z t (SCREW TYPE) OR APPROVED EQUAL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
Z N #68 STONE.
a
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
M.J. GATE VALVE
UI
INITIAL BACKFILL
;TONE
WATER A6 I I Ll O o- LINE "I ' �SIABLE SOIL OR ROCK' � STABLE SOIL OR
2500 P.S.I.
CONCRETE b' - 4 2'X 2' BEARING AREA.
THRUST BLOCK - d
a.
4 C 4
4
a
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
3 TYPICAL GATE VALVE_
C1 NOT -TO SCALE
7
SECTION 1-1
WIDEN TREN(
ACCOMMODAI
ANCHOR IF
REQUIRED.
NG AS
AIRED
SECTION 2-2
RIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
18
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
60. _ I
4" & 6"
45
2.00
2.25
2.60
0.15
22 1/2
1.50
2.00
2.52
0.10
2.00
2.25
2.50
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8•
45
2.66
2.66
2.77
0.26
z
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
it 1/4
1 1.66
2.16
1 2.67
0.13
w
0
904.83
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
22 1 /2
2.33
2.58
2.86
0.24
11 1/4
1.83
1 2.33
2.84
1 0.18
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. _"
( I 1 CONCRETE THRUST BLOCK DETAIL
C 1 NOT TO SCALE -
#68 STONE
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
4 INSTALLATION & BEDDING
C1 NOT TO SCALE
.q
4
G
`�NtiB<
q
r
a 0
(22.5" FOR COMPOUND METER)
O N
18
MIN.
6' MIN. f 17.5" 6' MIN.
q
(22.5" FOR COMPOUND METER)
0
1
12"
MN. LT WINGNUTnl�SSEMEILLY
60. _ I
f 36"
T- BYPASS
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 BUILDINGS 3, 4, & 5
NOT TO SCALE
4
G
`�NtiB<
q
r
a 0
(22.5" FOR COMPOUND METER)
O N
18
MIN.
O
0
1
12"
MN. LT WINGNUTnl�SSEMEILLY
-
1
T- BYPASS
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 BUILDINGS 3, 4, & 5
NOT TO SCALE
O�4ipLTH Op`i
Timothy Roy Miller
Lic. No. 30542
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O�4ipLTH Op`i
Timothy Roy Miller
Lic. No. 30542
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DDR PROJECT NO: 5212
INDEX TITLE:
C12
SHEET NO: 12 OF 13
DATE: 12-21-2007
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DDR PROJECT NO: 5212
INDEX TITLE:
C12
SHEET NO: 12 OF 13
DATE: 12-21-2007
GENERAL CONSTRUCTION NOTES FOR STREETS
1. Construction inspection of oil 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 subgrode, 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 subgrode 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-woy or within easements prior to acceptance by the County. All drainage
outfall easements ore 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 locutions 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, oil 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 far 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 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 oder topo
r in r provide sole and convenient e t a
ccess.
11. The speed limits to be posted on speed limit signs are 5 mph below the design
speed, or as determined by VOOT 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 VOOT or County inspections. The video inspection sholl be
conducted in accordance with VDOT's video camera inspection procedure and with a
VDOT or County
inspector present.
GENERAL CONSTRUCTION
I I
'Flexible Pavement Design '
HORIZONTAL CURVE 2
County: Albemarle Date: 11 -Mar -08 \ \ I f D = 10'16'00"
Site: Luxor Commercial Center T = 26.95
Developer CW Hurt Contractors , \ ` ` R = 300.00
j Street Name: Luxor Road, Ste: 10->13+29 Phone:•1 \\ �.� t L = 53.76
C= 53.68
tl \\ �� `� \'•� II CD = S 14'44'44" E
Station - I \\ \� -``H ONTAL CURVE 1 I PI Slo = 12+05.09
CBR#1 6.00 10+00 21'47'26' I
CBR#2 6.00 11+00 Tj'' 3850 `
CBR#3 j 6.00 12+00 \ RI' MOO ` \ 9
I, - , ` ` � `. .\ �\ � � \ 'Provide round cover for
CBR#4 6.00 13+00 I ` L = 76.66 all slopes steeper than 3:1
-- - -- - x.75.61 ` j ! (See C8 -Landscape Plan)
• S 20'30'27 E.,
CBR#5 t \ a 10 Bf �PoN r9D AS x WBLIC PirNp OP_�AY' `
" PI to = 10+34.95 3rcnesr dP irra co -
4.00
C RF(d) 1.00 Resiliency F actor from Append
Average_
Appendix SSV 4.00 Soil Support Value \\ \ \'1 \�� Ahead ign Roun out -- �� �4 m
`\
Current ADT 1003 Average Daily Traffic Volume Ypld Si Ahead n i 536
%Growth ..___ 0 per year j .\�\ �\ -
-_� u
Design Year 0 Number of years after construction •
% HCV 5 Heavy Commercial Vehicles �a
Design ADT 1009.00 Average Daily Traffic Volume f
One Way Exit (Guide �w1 i TT
This equation solves for r , which is used to determine avement/stone thickness for a road.
Sign : Silty Sat4.
q DO P
SS71. AI, 1.
D(r)= sec, ,14.77 �
.. ..... .. d Limit
i f
....._ Sin
Course 10
Material Depth Equivalency D(p) c4, 9 i
Surface SIVI 1.5 2.25 3.375 / Cb -1
Intermediate) BM -25.0 3 2.25 875 ,: i N Q d
Base Agg.21B 6 1 6 •,
i Total Depth 10.5 Total D(p) 16 125 1
ad
(. D(P) DU) = I 1.36
D(p)>D(r) Therefore: ADEouATE
•� -24"
/
7 1
�R
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
Tronsportatfon (VDOT). This plan as drown may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit sholl
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:verticai). Where reasonably obtainable, lesser slopes of 3:1 or better ore 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.
8. Unless otherwise noted oil 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).
39' R/W
1' 5 I
Mdewalk
lossA3 C 1.5" -SM-9.SA
SLOPE: 1/4 : 1 CG -6
Z.V Mpx, 2% SLOPE
4•
T -1p
COMPACTED SUBGRADE .5 COMPACTED -y1.5
1-- �3" BM 25.0
4" MIN. 4" MIN - 6" Aggregate Base Material,
4" OUTLET PIPE 6" COMPACTED SUBGRADE Type 1, Size 218
95% COMPACTION
BELOW SUBGRADE
Design Speed for Luxor Road is 25 MPH.
Design ADT for Luxor Road is 1003 VPD.
2% SLOPE
TYPICAL CROSS SECTION DETAIL FOR
�LUXOR ROAD STA 10+00 TO 13+00ROAD STA 10+00 TO 13+00
Ci3 NOT TO SCALE
Sidewalk I I 1.� MP
Class A3 Concrete /
SLOPE 1/4 1
4.
r -__---
10�VDOT STD UD -3, to be
Placed when Road Grade
4" PIPE I Exceeds 3%
COMPACTED SUBGRADE
90% COMPACTED
VDOT STD. UD -4
UNDERDRAIN
(TRENCHED AFTER
SUBBASE COURSE
IS IN PLACE)
570
560
550
540
530
520
510
500
1' =
Timothy Ray Miller
Uc. No. 30542
top Sign_
'E
C0. V
STA 10+00
25 MPH
-> 13+29
ADT: 1003
7
-
6 m
SCALES:
0
C 0
OG
-
J
N O
Ob4
•e`'�V•
tl
G'C`404
14
Timothy Ray Miller
Uc. No. 30542
top Sign_
Luxor Road
Design Speed:
STA 10+00
25 MPH
-> 13+29
ADT: 1003
SCALES:
-
tl
s
1' = 30' HOR
I
1" - 10' VER
1 t I
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DDR PROJECT NO: 5212
INDEX TITLE:
500 C13
SHEET NO: 13 OF 13
9+00 9+50 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 DATE: 12-21-2007
Luxor Road
Design Speed:
STA 10+00
25 MPH
-> 13+29
ADT: 1003
SCALES:
-
1' = 30' HOR
1" - 10' VER
E
N
Pf'
A
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to N o
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Existing
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EXISTING
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- New 8" Lateral WL
N
N
N
VERTICAL CURVE 2
$
VPI TA -
VPI EL - 536.80
VERTICAL CURVE 1
LEN = 80.00
°D VPI EL = 529.20
VSD = 365'
d K=5.00
VSD a BIN
-
(7)
00
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C7)
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DDR PROJECT NO: 5212
INDEX TITLE:
500 C13
SHEET NO: 13 OF 13
9+00 9+50 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 DATE: 12-21-2007