HomeMy WebLinkAboutSUB201900173 Plat - Other (not approved) 2019-11-04SOUTHWOOD REDEVELOPMENT — VILLAGE 1
PRELIMINARY PLAT
COUNTY OF ALBEMARLE, VIRGINIA
TOTAL II inTT III E ED 111s 1RED
LIMITS OF I
o"', of AL, CCT ENTIANCE coRRiooR MMO)
MAGISTERIAL DISTRICT SCOTT-LLE
SOURCE OF BOUNDARY AND TOPOGRAPHY T M=ALROUVP
PAUL HueER@n MMONS CoM
DIUM HORIZONTAL NAD33(NA2011) ARGINIA STATE SOUTH GRID
BLOCKS012 FRONT.EMN,SMM. SHEEMN. REA. MNPHASING PROTECT SHALL BE BUILT IN ONE PHASE
NUMBER',003CO-D EEEECT�AEO2FTHE PAR_oCELo°;ANDCONLYNSASTREAMB BUFFER
RELooHP�N(ZONE APER E MAMP
BURIAL SITES NO CEMETERIES FOUND ON SITE
STORMCKATER VVYLER QUALITY REQUIREMENTS AND FLOWITENUATION CALL BE ACHIEVED THROUGH AN ONSITE DETENTION
AGRI CUIUR-FOREST DISTRICT NONE
OPEN SPACE 132 AC
PROPOSED LOTS —AC
TOTAL SITE AREA 3175 AC
ALLOPSABLE DEN SITY AND PROPOSED J SES BLOC AS 1 2 0 UP TEXAC GREEN SPACE � BUFFER
NUIll
. IS) DACCORDANCEAGED IN 2
R DNGSTO 41 POHSECTN41OFTHE BEMARTECOONT-ONINeORDNANCE
TMAY H�HMH NI
10/30/2019
VICINITY MAP
1°=1000'
DEVELOPER:
SOUTHWOOD CHARLOTTESVILLE LLC
919 WEST MAIN STREET
CHAROTTESVILLE,VA 22903
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE,VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet Lis[ Table
ROADS LEGEND
B R SEWER
® —,— APaLHNER
�® BROP NLETNSrRUcrUREUO �SAN _ p oPOSEBSANTARA"OR,
CURB O PROPOSEDSANIF SEWER LABEL
0 cuaee"TTER WATER
® CRG EES PA:.E�nENT ExsT UG+ATER LINE
IESTEILISE
SEUCH MARS FBrtc" a „= PRovosEB ,AL PER uuE
.------. cLE..Rwe unirts bra, PRovosEB TIPPwc MIERIE
x
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A,I PRovosEB svo.ELE.nnouED-EDGEOPIAVEMENT
(D PeRrwa couur
PRESERVED AND NIGNICED SLOPES
ACSA GENERAL WATER & SEWER CONDITIONS
i vMNA;R�y INeveCl RHP. He wN HA, RH vvIBB
lA
Go N STRUCT ON To, I HE IF GOT 0, UI RED AL VEH CLES To' THE UPROSE OF "GE" COLLECT ON
THE LOCAT ON 0 1 EXISTING UTILITIES ACROSS THE L�NE OF THE PROPOSED =RAIE NOT NECESSAI LI SHOWN ON THE PLANS AND
WHERE SHOM ARE ONLY APPROXIMATELY CORRECT THECONTRACTORSHALL ONHISOMINITAJIVE LOCALE ALL UNDERGROUND
THE ACORY
(1'00 "z-Tooi).
i IT ce(reel oe 1w McAnuueu IS IS I He IoPoe Plve
I ALL WALL ED AND SE_, APPLE TENAN I IS ME E TO BE LOCATED OUTSI BE 0 1 'o. SI BE D LOUIS
9 VALVESONDEFED ND LINES SHALL BE PODDED TO PROMDE ADEQUALE RESTRAINT FOR THE VALNE DURING A FUTURE EXTENSION OF
THE L BE
11 Ao4(SE12 THE WE LATERALNATE eI BEYONDLL38TTHE4 WHIICH ANNECTMEND STHE SATE DRI NUIBIG WARE[ERR REGULATION REGARDING BRASS FlTnlvcs EFFECTIVEMAN SHALL BE PC VALE THE SEPSTER LATERAL SUITE OUT SHALL
GENERALNOTES
ETC ALL REQU REMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEG INNNG
CONSTRUCT ON
BY
APPROVAL OF STATE AND LOCI AGENC IRS
3. rS(LUPMMUSTBEO lLAINS ALL FED NEDFROMTHEVRGNADEPARTMENTOFTRANSPORTATION
PC ORToB iN iNGANY CON ATRUCTONWTONTHE ED2NGSTATE MABUY NEDRiCUT OFWAY
4 VIOT A TO RECE I WRITTEN NOTIFICATION AS HOURS PRIOR TO OMMENCINGWITH INITIAL
5 THE I ONTRACTOR SHALL VERIFY THE ELEVAT ONS 0 1 ALL PO NIS OF CONNECTION OR PROPOSED WDRA
IF
CONSTRUCTION PURPOSES THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER THESE
WIT IT IT TABLE MAT ED AT AN D CoMPACTED N ACCIRDANCEWTH SPEC I CAT INS
I ALL"ToRMSEAKERPIRSHALLBERENDo DOES TONGUE AND GROVE CONCRETE P RE NACCORDANCE
WTHASTMC76 PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN
I I PRE CAST I N IS ARE To BE US ED VIOT SHALL BE NOT FED AND THE MANUFACTURER SHALL SUB m IT
DRAWNGDETA LS TO RR RE (A
RANED3PoovsT!T HN ALL
UP IS
11 ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE VXTH CURRENT MDOT
STANDARDS
EXPLANAT ON SHALL ACCOMPANY THE REEMSED PLAINS ANDIOR THE DRAINAGE CALCULATIONS WHICH
13 CONTRACTOR SHALL VERIFY LOCIION AND ELEVALTION OF ALL UNDERGROUND UTILITIES SHOWN ON
CENTR
TIILI "�HRIBNI AFTS005527001 THE OMER SHALL BE RESPONSIBLE FOR THE RELLOCAJION OF ANY
14 CAS NG SLEEVES SHALL BE ATALLROAD CROSSINGS FOR CAP, POWER, TELEPHONE AND CARVE
TVSERVCETRUNRLNEis. NS(NCLUDI (INCLUDING SERVICE ITERALS AND SLIPS ED! SHALLBE CoMPLETED TMOR To THE PLACEMENT IF 'GR
REST RE ADD
oNAL
TAX
LTIES AS DEEMED
NECESSARY
n. ON (PROOF ROLL) PPR OR I vOc�EMIN oMnN sua�FncE coPERFORMED
RE ISO MED
DIDNSPECTTHEAGGREGATEBASEcOURSE(s)ae
ie. HOURS PRIOR TO APPLICATION OF THE SURFACE RSEIP(. AT
GALLONTHE RATA PER SORARE CAR
D (REEL 2,o PgMENCIoAT) PER VDoTTSTANDARDS oNDSPEC I CAT INS
SPEC I CAT INS
RED
Lu N IIvePHALLHAve AV PH=I HI CTION((PROOFlROLLL) PRIOR Teo vincEMeNT IOF EMPLATE AND PERFORMED THE REGU RED FIELD INSPECTI
ANY SURFACE RSEp CoNTACT THE oWNER FoR INSPECTION FOR THE AGGREGATE BASE COURSE(s)
AS HOURS PR OR ICAT ON OF THE SURFACE
zi PFIITCEPTANCMETHODOF REPAIR oEM(No D
BGRADE
BRIDGE STANDARDS
A D US PERMIT ALLO NNG ACCESS To AND
CoNSTRUCTI IN W TO N IT SHE CIA NED RI CUT IF WAY
zs GRADENINESON PROFILES DENOTE FINISHED GRADE OF CENTER LINE AINGO
26 ALL APPIR OIDTH GUTTERS TO SAO IN LETS SHALL MAINTAIN A MIN ImUm
n. TH ROLL FACE CURB AND GUTTER
oR CG T, THERE SHALL BE A ZD TRAN SITH N ON EACH SI DE OF TO
EIN LEr. INGO
oN )THE PERMIT MER E APE!RUT SHALL BE OBTAIN ED I DEPARTMENT OF
STANDARD A IF VDoT
I ED III ON AND A THAT ON CONTROL MEESSUR IS SHALL BE PROM DED IN AD I ORDANCE WTH THE APPROVED
e.BETTER 4 ALL SLOPES AND DISTURBED AREAS 211ARE(HORZONACTTALIIPTIC )VATEREREASONABIT OBTAINABLE
IF= ED SLOPE SoCOUNTYENGINEED ORDESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DR2NAGE
CHANNEL
7 ALLTRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE MRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROLDEVCES
e. ALLEXCAVATION
NOUNDERGROUND
NDPPy INSTALLATION MUST COMPzvvNTH OSHASTANDARDS FOR THE
HRc oN Re
BLASTING NOTES
1 BLASTING SHALL NOT BE PERM17ED ONTHIS PROJECT
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
PR OR To THE I PAT NSPECT ON
3 ALL EROS ON AND SED MENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
4 A COPY OF THE APR R OVER EROSI ON AND SED IMENT CONTROL PLAN SHALL BE SIR NTA NED ON THE SITE AT
AT lim"
s. (INCLuoloNG BUTNOTNUMITEDTo OFF -SITE BORROW OR WASTE ARHIERTHAN INDICATED CONTRACTOR SHALL SUBMIT
EROSION CONTROL PIN TO THE OWNER FOR REM
E � THE COAPPIRNTRACTOR BHTHEALL LANNEC IS SARY To PREVENT EROS ON AND SED MENTAT ON AS D ELF IRS NED By THE PLAIN APR ROANG
AT HUCILRBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILZAT N SALUEEVED
I I HE Co NTRACTOR SHALL N Sp A ON CONTROL MEASURES PER OF CALLY AND 'TER EACH
RUNOFF PRODUCING EVENT ZXTN`ECL=RY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECT VENESS OF
11 ALL WASTE MATERIALS SHALL BE TAKEN TOM APPROVED WASTE .1 EARTH FILL SHALL BE INERT
12 BORROWOR WASTE AREAS ARE TO BE RECLAMER WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
13 ALL NERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 301 OF THE CODE OF
ALBEMARLE
THE HOURS OF 7 00"S To I FROM
I I FORD CAN I LF OR WASTE I A TY SHALL BE COND UCTED N A SAFE RANNER THAT - PUMPS LATERAL
SUPPORT 0 R ORDER To M N ME EAN I IT" D To PERSONS PHYS CAL DAMAGE TO ADJACENT IND AND
STRUCTURES,MPROVEMEN I A AND DAMAGE To ANY PUBLIC STREET BECAUSE OF SLIDES SINKING OR
COLLAPSE
16 THE DEVELOPER SHALL RESERIT E IGH FIX NSTALL MAINTA N REMOVE OR CONVERT TO PERMANENT
, "HIS I CITH 'ALL, ALL DO, UK 'UK FILL MABLUD" PLOT I',
BYTHSP—REG.DLESSOFTHE.LEOFANYLOT UNIT BUILDING OR OTHER PORTION OF THE
PROPERTY
17 TEMPORARY STAB F BILL ON SHALL BE TEMPORARY SEED NG AND MULCH NG SEEING STOBEAT71
AFTERNAT VES ARE SUBJECT TO APPROVAL BY THE I OUNTY ER=N CONTROL DIRECTOR
HE PERMANENT SLAN LZAJION SHALL BE LIME AND FERTI USED PERMANENT SEEDIN G AN D MULC IT
APPIR OM NG AUTHOR Ty
FNALSTESTABLIZATONVAIEN PERU RES ARE NO LONGER NEEDED SUBJECT TO APPROVAL BY THE
CGUNTYERISINCIDUR IF
NSPECToR
z!. IN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WDwN! YEAR OF THE DATE OF
zzAPPIR AL EATER PRoTECTiIN IRS NANCESECTIoNnan4Go NE�MONTHS AFTER
THE n2o7B)ET HE LAND DISTURBING ACTIVITY COMMENCEGETTATONSHALLBE NSTALLED ON ALLD (wuATER PROTECTIONORDINANCESECTION
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