HomeMy WebLinkAboutSUB201900173 Plat - Submittal (First) 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.
MNPHASINGPROTECTSHALLBEBUILTINONEPHASE
NUMBER',003CO-D EEEECT AEO2FTHE PAR_oCELo°;ANDCONLYNSASTREAMBBUFFER 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
2RDNGSTO
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
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BROP NLETNSrRUcrUREUO SAN _ p oPOSEBSANTARA"OR,
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y INeveCl RHP. He wN HA, RH vvIBB lA GoN
STRUCT ON To, I HE IFGOT 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 WELATERALNATEeIBEYONDLL38TTHE4WHIICHANNECTMENDSTHESATEDRINUIBIGWARE[ERRREGULATIONREGARDING
BRASS FlTnlvcs EFFECTIVEMAN SHALL
BEPCVALETHESEPSTERLATERALSUITEOUTSHALLGENERALNOTESETC
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 FEDNEDFROMTHEVRGNADEPARTMENTOFTRANSPORTATIONPCORToB
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
BERESPONSIBLE 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
SLIPSED! SHALLBECoMPLETED TMOR To THE PLACEMENT IF '
GR REST RE ADD oNAL TAX LTIES AS
DEEMED NECESSARY n. ON (PROOF ROLL) PPR OR I
vOc EMIN oMnNsua FncEcoPERFORMED RE ISO MED DIDNSPECTTHEAGGREGATEBASEcOURSE(s)aeie. HOURSPRIOR TO
APPLICATION OF THE
SURFACE RSEIP(. AT GALLONTHE RATA PER SORARE CAR D (REEL
2,o PgMENCIoAT) PER VDoTTSTANDARDS oNDSPEC ICAT INS SPEC I CAT INSREDLuN
IIvePHALLHAve AV PH=I
HI
CTION((PROOFlROLLL) PRIOR Teo vincEMeNT IOF EMPLATEAND PERFORMED THE REGURED FIELDINSPECTIANYSURFACERSEpCoNTACTTHEoWNERFoR
INSPECTION FOR THE AGGREGATE BASE COURSE(s) AS HOURS PR OR ICAT ON OFTHESURFACEziPFIITCEPTANCMETHODOFREPAIRoEM(No D BGRADE
BRIDGE STANDARDS A DUSPERMITALLO
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
BEOBTAINEDI 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 DEEMEDNECESSARYINORDER
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 oNRe BLASTING NOTES 1 BLASTING SHALL NOTBEPERM17EDONTHIS
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 OWNERFOR REM E THE COAPPIRNTRACTOR BHTHEALL LANNEC IS SARY To PREVENTEROS ON AND SED
MENTATONASDELFIRSNEDByTHEPLAINAPRROANGATHUCILRBEDAREASARETODRAINTOAPPROVEDSEDIMENT
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 CLEANUPTOMAINTAINTHEEFFECTVENESSOF11ALLWASTEMATERIALSSHALLBETAKENTOM 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
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