HomeMy WebLinkAboutSDP200700085 Plan - Other (not approved) 2007-01-22o
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N SAMUEL MILLER DISTRICT- ALBEMARLE COUNTY, VIRGINIA
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COLLINS ENGINEERING°
WHITE GABLES - PHASE IV A
N SAMUEL MILLER DISTRICT- ALBEMARLE COUNTY, VIRGINIA
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COLLINS ENGINEERING°
WHITE GABLES - PHASE IV A
N SAMUEL MILLER DISTRICT- ALBEMARLE COUNTY, VIRGINIA
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ROAD PLAN
REVISIONS
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General Notes
Cx NRRAL CONS7RUC77ON
1. 7HE CONTRACTOR SHALL BE RESPONSIBE FOR OBTAINING ALL NECESSARY PERMl75,
INSpEC710NS, BONDS AND 07HER APPROVAL RELA 17EMS IN ACCORDANCE W TH
LOCAL AND STATE POLICY. PRIOR 70 COMMENCEMENT OF ANY COWS7RUC71QN IM7740N
ANY EVS7AWG PUBLIC RIGHT -OF -WAY, INCLUDING CONWEC710N TO ANY 00S7ING ROAD,
A PERMNT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE W""A
DEPARTMENT OF 7RAN9 (HEREAFTER ABBREVIATED VDOT). WERE ANY
DISCREPANCIES OCCUR, THE RECLMMAAE'NTS OF THE PERNNT SHALL GOVERN.
2. ALL PAVING AND DRAINAGE RELATED MA7ERIALS AND C0WS7RUC770N METHODS
SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS
07HERNISE N070.
1 EROSION AND SEDYMIENT CONTROL MEASURES SMALL BE PROVIDED AN ACCORDANCE
NI7H THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR 70 ANY
IXEARMVG,, GRADING OR OTHER CONS7RUC71ON.
4. PAVED, Rp -RAP OR STABIUZA71ON MAT UMED DITCH MAY BE REQUIRED WHEN IN
THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENQWEERM4 OR HIS
DESIGNEE; DEEMED IT NECESSARY IN ORDER TO STABILIZE A DRAMVAGE CHANNEL.
5. UNLESS OTHERWISE N07EA ALL STORM DRAINAGE PIPE 70 BEE HOPE. VDOT
STANDARD PIPE BEDOIN/G DETAIL PS -1 IS REQUIRED.
6 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WTH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. 774E CONMAC70R SMALL VERIFY 7HE PROPOSED LAYOUT W/7H ITS RELATIONSHIP TO
7HE EXISTING SITE SURVEY. THE CONTRACTOR SMALL ALSO VERIFY ALL DIMENSIONS,
577E COA07XM AND MATERIAL 9 AND SHALL NOTIFY THE OWNER AND
ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR
PROCEEDING WITH WORK.
8. DENA7X NS FROM OR CHANGES To THESE PLANS HILL NOT BE ALLONED UNLESS
APPROVED BY 7HE E/NGINEER/LANOSCAPE ARCHITECT.
9 THESE PLANS DO NOT GUARANTEE 7HE EMS7E7NCE OR NON- EXIS7ENC£ OF
UNDERGROUNDND U7IL171ES PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE
CAN7RAC70R Wi LL VERIFY THE E)0S7E7NCE AND LOCATION OF, OR THE NON- EXISTE7NCE
OF, UNDERGROUND UIXJ7ES THE CONTRACTOR MALL BE RESPONSE FOR NOWYING
MISS U7X17Y (1- 800 - 552 - 7001).
1a 7HE CONTRACTOR SHALL MAKE EXPLOIRA TOR Y EXCAVA71ONS AND LOCATE
EMS77NG UT LITIES SUFFlCAEN7L Y AHEAD OF CONSTRUCTION 70 PERMIT REVISIONS TO
PLANS E NECESSARY. 7HE EX/S7ENCE AND /OP LOCAIM OF U7IUTIES SHOWN ON
7FE.SE PLANS MAY 13E OACY APPRO)9 A TEL Y CORRECT AND THE CONTRACTOR IS
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 7HE U71LI77EES SHOWN
HEREON AND ANY OTHER EXISTING U77U77ES NOT OF RECORD OR NOT SHOWN ON
THESE PLANS. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR RIEIPAONNG; AT HIS
EXPENSE, ANY EXIS7TNG UMj77ES DAMAGED DUYRMVG CONSTRUCTION. MF A U71 UTY IS
DAMAGED DUURMNG COINSTRUC7ION, STOP WORK #AWMA7EYY AND NOTIFY THE ENGINEER.
11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONS0V Y FOR JOB SITE CONDITIONS DURING 774E COURSE OF CONS7RUCTION OF
THIS PRO,ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMN7ED TO NORMAL NtAK/NG
HOLNM AND 7HAT THE CONTRACTOR SHALL DEFEIND, IADEMNNIFY AND HOLD THE OWNER
AND 77JE ENMEE'R HARMLESS FROM ANY AND ALL UABIL.ITM; REAL AND ALLEGED, IN
CONNECTION KITH 7HE Pf:RFOWM/AMLE OF WORK ON 71#S P006ECT, E7GrA77NNG F(7R
LABUTY ARISING FROM • THE SOLE NEGLAENGE OF 7HE OWNER OR 174E
12 REELOCA 71ON OF ANY EXISTING UTIL/TIES SHALL BE AT THE OWNER'S EXPENSE AND
COMPLETED WI7H THE SITE WORK. THE DEVELOPER SHALL BE N07IFW AS 70 THE
RELOCA7IONS REQLN?ED PRIOR TO THE START OF CONSTRUCTION. ADEQUATE AS -BUILT
RECORDS OF ADJUSTMENTS WLL BE MAINTAINED BY 7HE CONTRACTOR
131 BEFORE BURNMIG, BLASTING, OR TRANSPORTATION OR S70RAGE OF EXPLOSIVES,
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERANT&
14. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
ROCK BILAS7MW4 RIPPIINa EXCAVATION, TRANSPORTATION, PLACEAENT, COMPAC770IN,
EXPLORATION AND DISPOSAL
15. ALL UNSUITABLE MA7ERI L SHALL BIE REMOVED FROM THE CONSTRUCTION LIMITS
OP PAWAENT, BUILDINGS AND WALL AREAS
16. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMIENT, MA7ER/ALSy
AND COMPLETED WORK FROM THEFT AND VANDALISM. MME OWNER IS NOT
RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT 7HE 97E.
17. ANY DAMAGE To EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES,
SHRUSS, ETC.) SHALL BE THE RESPONSIBILITY OF 7HE C0IN7RAC70R REPAIRS
OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER.
18. ALL TURF AREAS THAT ARE /MPAC7ED OR DISTURBED BY C0N7RAC70R
VEHICLES,, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND
RESEEDED MMMEONA TEL Y.
11 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND
MULCHED. MA)MN ALLOWABLE FILL OR CUT SLOPE IS 2.• 1. NNIERE POSSIBLE,
LESSER SLOPES OF 4.1 OR BE77ER ARE 70 BE ACHIEWD. CONTRACTOR IS
RESPONSIBLE FOUR ESTABLISHING STABJZED GRASS STANDS ON ALL SLOPES
20. 7HE CONTRACTOR'S NWK SCHEDULE SHALL BE COOROINATED NI7H THE
OWNER AND 7HE BUILDING CONTRACTOR.
21. PARKING FOR 774E CONTRACTOR'S WHKLES SHALL BE COORDINATED
7HRODUGN THE OWNER THE OWNER IS NOT RE9 FOR 7HE LOSS OF ANY
MATERIAL STORED AT 7HE SITE. PARKING OF EMPLOYEE VEHICLES MILL BE
ACCOMMODATED AT THE SITE
22. AN APPROVED SET OF PLANS AND ALL APPLICABLE PEW17S MUST BE
MAINTAINED AND MADE AVAILABLE AT 7HE CONSTRUCTION SITE BY 7HE
CONTRACTOR.
2.T THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN
ON THESE PLANS THE COW 7 RAC70R SHALL NOT USE SCALES. RULERS, DIVIDERS,
MAP WHEELS OR 07HER MEASURING DEVICE'S TO DIE7ERMMNE SPATIAL
RELATIONSHIPS ON THESE DRANNNGS
24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND
U71UTY LINES IN 7HE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST
TW MCXRKNVG DAM'S, BUT NOT MORE 7HAN 7E7N WORKING DAM PRIOR 70
COMMENCENENT OF EXCAVATION OR DEMOLITION.
2.1 THE PONER COMPANY WILL PERFORM /TS ONN NGRK UP TO AND INCLUDING
THE CORN EC71ON 70 THE ELECTRIC METER FOR THE PROPOSED BUILDING: 7HE
TELEPHONE AND CABLE N COMPANIES WELL PERFORM THt7R ONN WORK UP TU
THE BUILDING:
26 ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE
DITCH OR DRAINAGE OUTFALL PIPE SHALL BE 6 -INCH NM/MUM DIAMETER AND
CONFORM TO VDOT STANDARDS SO-1. NOTIFY ENGINEER MI ALL CASES UNLESS
OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF
6- INCHES BELOW GROUND FLOOR /N7EROR FINISH/ FLOOR ELEVATION (FFE).
GRADES SHALL SLOPE A MNMUM OF 5X AWAY FROM STRUCTURES 70 A POINT
WHERE E77HER PROPOSED/t7AIISTING GRADES A DITCH OR 07WR MEANS OF
ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN -OFF AWAY
FROM THE STRUCTURES.
27. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORATING AN
MNOEPEINDENT EARTHWORK /GRADING ESTIMATE M11CH NLL SERVE AS THE BASIS
OF ALL CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND OWNER.
ONNER 70 NOTIFY ENGINEER OF THE OUTCOME OF CON71RAC70R'S ESTIMATE.
28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL
FILL MATERIAL 7HAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND
SHALL BE RESPONSIBLE FOR 774E DISPOSAL OF ANY EXCESS MATERIAL FROM THE
SITE ANY SUCH EAR7H -MOVING ACTIVITY IS SUBJECT 70 THE APPROVAL OF 7HE
OWNER AND E7NGNEER
SITE FLAN
PAVILION II & IV -PHASE IV A
Site S ecifzcr
1. DATIM. USG&
2. BOlMMDARY AND TOPOGRAPHIC INFORMATION BY ROGER RAY & ASSOC,,
INC CHARLOTTESVILLE; VA, DATED 08128102. 8040WARK /1: TOP
SOU7MERN CORNER OF COLLAW, EL.EK 5OZ77 ELEVA71ON 12: 1 NAIL
SET IN BASE OF 27 MAPLE, EL.EK 61Q 46.
1 LAND USE. RESADEN71AL (MULTI -FAM ALL
4, THIS SW IS NOT LOCATED NIIMIV A RESERVIDIR WATERSHED.
5. NO PART OF THIS SITE LINES NIThW A DESIGNATED 100 -YEAR FLOOD
PLAIN.
ESTIMATED TRAFFIC GENERATION: 76 DNE'LLMMG UN/73 + (60,000 G: &F.
OFFICE) - 1106 VIED BASED ON WEEKDA Y 24 -HOUR PERIOD.
7. PUDIC SPACE HAS BEEN DIEDlCA TED 70 ONLY 7HE ACCESS EASEMENT
OVER 7NE ENTRANCE AND RESERVED FOR 7HE FUTURE ACCESS ROADS 70
BOTH KAPPA SIGMA AND 7HE NA71ONAL LEGAL RESEARCH GROUP
PROPER7XI SEE LAYOUT PLAN FOR DETAILS
ALL BUILDINGS NLL HAVE AN AUTOVA77C SPRIWOLER SY57EM AS A
MEANS OF FIRE
9. ALL BUILDINGS MILL BE ADA ACCESSIBLE.
10. MAIL. NXL BE DIELIM?ED TO A CENTRAL LOCATION WITHIN EACH
BUIILDING.
11. BICYCLE FACILITIES SHALL BE LOCATED IM7HIN THE UNDERGROUND
PARKING AREAS OF EACH BUILDIM/C. QUUAAN71ES TO BE DUc7ERAAIVEO BY
OWNER.
12. RESADEN77AL UNITS ARE PERMI77ED FOR 774IS 97E AS PER
ALBEMARLE COUNTY SP -02 -023 pos-, OE3/y9/03).
1.1 ALL VDOT LANCET GRATES TO BE PEDESTRIAN STYLE.
SITE CONSTRUC7701V
1. UPON COIAp.E710N OF FW GRADING AND PREPARA71ON OF THE PAVEMENT
SRIIBGMftADUc, CSR 7ESTS SHALL BE PERFORMED ON 7HE SLOWADE SOIL IF A
SUBGMRADE SOIL SUPPORT VALUE OF 10 OR GREA 7ER IS NOT OBTARVABELE, A
REVISED PA VDMENT DESIGN SHALL BE MADE BY THE ENGINEER.
2 CONS7RUC710N DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE NI7H THE
WRGMWA UTTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SMALL BE
PROVIDED AT 7ME COWS7RUC71QN SIX.
I S7EPS FOR MVGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE
IN ACCORDANCE WIN VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE
A 2 -M4CH LOCAL DEPRESSIONN,
4. ALL CURB INLETS SMALL HAVE A 2 -MVCH LOCAL DEPRESSION AT 7NER THROAT
70 PROMOTE P0977VE DRAINAGE TO 7TtiEE NVLET. ALL YARD INLET RIM ELEVATIONS
SHOW ARE APPROXIMATE: FINAL ELEVATIONS SHOULD BE DETERMINED AF7ER FINAL
GRADING AT TIE TIME OF FINAL ACCEPTANCE OF 7HE PROJECT.
5. STORM DRAIN PIPE LENGTHS SHORN ON PLANS ARE MEASURED TO 7HE
CENTER OF 7HE CONNECTING STORM DRAIN STRUCTURES PIPE LENGTHS INCLUDE
STANDARD VDOT END SEC71ONS NFERE APPLICABLE.
6. S70RU DRAM/ lop ELEVATIONS SWWV ON PLANS ARE TAKEN AT 7HE CETN7ER
Z UNLESS OTHERWISE N07ED. ALL ROOF DRAINS SMALL BE TIED INTO EX/STMNG
AND/OR PROPOSED SEWERAGE SYS7EM& COORDrNATF MV7ERGRA7ION OF SYSTEM
KITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION.
8 ALL PAM%E NT MIRK /LAGS 70 BE RE'F'LEC70Rf2ED. ALL PAVaI<NENT MARKMKS
SHAt'. AEET THE LAIt'ST MDOT SPEC07CA70OVS AND SHALL BE NN ACCORDANCE
1,1TH . IUTM STANDARDS, LA 7EST ED1710N.
9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE
INSTALLED BY 774E DEMELOIPER MIEN, IN THE OPMNMAN OF THE DIRECTOR OF
ENGINEERING OR HIS DESIOW& THEY ARE DEEMED NECESSARY MV ORDER 70
PROVIDE SAFE AND CONVENENT ACCESS. ALL SIGNS OR OTHER REGULATORY
DEVICES SHALL CONFORM WITH 7HE W RGIANA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES, LATEST E01710NN.
WAM AND SANITARYSEWER
1. NARK SHALL BE SU94ECT 70 INSPEC77OIN BY ALBEMARLE COUNTY SERVICE
AUTHORITY NIISPEC7ORS 7HE CONTRACTOR MILL BE RESPONSIBLE FOR N07>iFYANG
THE PROPER SERVICE AUTHORITY OFF7CIALS AT THE START OF THE PORK
2. 774E LOCATION OF EXISTING U77U71ES ACROSS THE UNE OF THE PROPOSED
KIRK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE
ONLY APPROA ATELY CORRECT. THE CONN71RACTOR SHALL, ON HIS ONN M77A71VE,
LOCATE ALL UWDERGROLOVD UNES AND STRUCTURES AS NEECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPEC10CA77ONS AS ADOPIED BY 774E ALBEMARLE COUNTY
SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN M/ NA77ONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSE FOR N071FYWG HISS UTIUTY
1- 800 - 552 - 7001).
6. ALL WA 7ER AND SEWER PIPES 94ALL HAVE A MINMUM OF 3 FT. OF COVER
MEASURED FROM THE 701P OF 7HE PIPE; OVER THE CEN7MNE OF THE PIPE. THIS
INCLUDES ALL FIRE HYDRANT LIES, SFJRWCE LATERALS, AND WATER UNES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE 70 BE LOCA7ED OUTSIDE OF
ROADSIDE DITCHES
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR 7HE VAL ME DURING A FUTURE EXTENSION OF THE LINE,
A AS -BUILT CON571RUUC770N DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN
7HE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO 7HE OWNER OR HIS
REPRESENTATIVE TO SERVE AS THE BASIS FUR 7HE FINAL AS -BUILT PLANS 7HE
DATA RECORDED SHALL BE AN ACCORDANCE WIN 7HE REQUIREMENTS AS
SPECIFIED /N 714E A.C.&A. AS -BUILT PLAN CHECKLIST, LATEST EV770N.
f0. ALL WA7ER MAINS SHALL BE CLASS 5Z DUCTILE IRON PIPE UNLESS
OTHERWISE NOTED.
11. 7HE CON7RAC70R SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER
MAIN PIPE LENGTHS IN ORDER 70 ATTAIN THE REQUIRED RADII
12. BEFORE FINAL RELEASE OF wA7ER METER$ PRIVATE FIRELINES MUST BE
7EMPORARIL Y SHUT OFF 70 PROVE DOMES 71C CONNECTIONS HA ME BEEN PROPERL Y
MADE.
1.1 EASEMENTS ACROSS ADJACENT PROPERTIES ARE REQUIRED FOR INSTALLATION
OF PROPOSED SANITARY SEWER EXTENSION.
14. RPZ BACKFLOW PREEVEN77ON DEVICES ARE REQUIRED AT EACH BUILDING: ONE
SHALL BE ON THE FIRE LME AND 7HE 07WR ON 7HE DOM£S77C FEED.
SAMUEL MILLER DISTRICT
ALBEMARLE COUNTY, VIRGINIA
WHITE SABLES
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VICINITY MAP
SCALE: 1" = 3,000'
ROBINSON DEVELOPMENT GROUP
Developer
JANUARY 22, 2007
SHEET INDEX
TITLE SHEET
COVER SHEET 1
OVERALL & PHASING PLAN 2
LAYOUT AND UTILITY PLAN 3
GRADING PLAN 4
LANDSCAPE PLAN 5
EROSION CONTROL PLAN 6
EROSION CONTROL DETAILS 7
Special Permit Conditions
1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WI774 7HE
CONCEPTUAL PLAN (JANUARY 10, 2003 REVISION) (THE 'CONCEPTUAL PLAN') AND
SPECIAL PERMIT JUSTIFICATION DATED APRIL 22, 2002. MODIFI'CA71ONS TO 7HE DESIGN OF
7HE IW7ERIOR LOOP ROAD, APPROVED BY 7HE DIREC70R OF ENGINEERING AND PUBLIC
NCJIRKS TO ACCOMMODATE FIRE TRUCKS; SHALL BE DEEMED 70 BE IN GENERAL ACCORD
NI7H THE CONCEPTUAL PLAN.
Z AS SH/0NN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES SHALL BE LOCA IFD IN
7HE FRONT ( SOU7HERN) POR77ON OF THE PROPERTY. THERE SHALL BE A MINIMUM
DISTANCE OF TNO HUNDRED RF7EEN (215) FEET BETWEEN 7HE SOUTHERN -MOST
STRUCTURE AND 7HE FRONT (SOUTHERN) PROPERTY LINE.
I THE ENTRANCE ROAD SHONN ON 774E CONCEPTUAL PLAN SHALL BE CONS7RUC7ED
BY 7HE APPLICANT 70 AN URBAN ROAD STANDARD FROM 175 JUNCTION NI7H ROUTE 250
NEST TO 7HE INTERIOR LOOP, AND SHALL INCLUDE A SIDEWALK OR 07HER APPROPRIATE
PEDESTRIAN PAIN, CONSTRUCTED TO A STANDARD ACCEPTABLE TO 7H£ DEPAR7ME7N7S
OF PLANNING AND COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBUC WWKSs
ALONG ONE SDE CONNECTING THE INTERIOR LOOP 70 '.'IE PUBLIC SIDEWALK AT IVY
ROAD.
4. ALL ROADS ON 7NE PROPERTY CONAIEC71NG TO ADJACENT PROPER71ES AS 94ONN ON
7HE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY 774E APPLICANT 70 AN URBAN
SECTION STANDARD, MN7H A MINIMUM WDTH OF TWENTY (20) FEET, FINAL WD7H TO BE
DETERMINED AT THE 7ME OF FINAL SITE PLAN APPROVAL BY 774E DIRECTOR OF
ENGINEERING AND PUBLIC NORKS ALL ROADS COVNEC71NG TO ADJACENT PROPER77ES
SMALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH ALONG ONE SIDE,
CONSTRUCTED TO A STANDARD ACCEPTABLE TO 7HE DEPARTMENTS OF PLANNING AND
ENGINEERING AND PUR UC RV RKS; PROVIDING A COINNEC770N TO THE PUBLIC SIDEWALK
5. AN ACCESS EASEMENT HAS BEEN DEDICATED ON 7HE SUBJECT PROPERTY FOR
7RAFF7C FROM 7HE N/F' KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 278,
DO 2226 -21$ 225 PLAT & DO 2706 -164 168 & 169 PLAT). THIS ACCESS SHALL BE
CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDI7ION 4.
6. A CONSOLIDA7ED ENTRANCE WILL BE LOCA7ED TO THE NEST OF THE WHITE GABLES
PROPERTY ON 7HE N/l: KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B)
AN ACCESS EASEMENT HAS BEEN DEDICATED 70 CONNECT THE LEGAL RESEARCH GROUP
PROPERTY (TAX MAP 50, PARCEL 25) TO THIS CONSOLUDA7ED ENTRANCE (DO 2226 - 214
225 PLAT & D8 2706 -16.x, 168 M 169 PLAT). )THE SEGMENT OF THE ACCESSWAY 70
CONNECT 7HE WHITE GABLES PROPERTY TO 7HF LEw1L RESEARCH GROUP PROPERTY HAS
BEMV COINSTR', TED WIN 774E PHASE N WIT. :A9LES SITE PLAN. THE APPLICANT WALL
CON7IWUAf. TO *0RK 7HE VI/ c2ffA OEP4R7MIEIN T ' a= IRANSPORTA77ON (VDOT) AND THE
COUNTY'S DOLL TOR OF ENG'IMEERNVG TO PHI -1- 774 c CONSTRUC7KAN OF 7HE RIGHT
MV1*1G'HNT OUT ENTRANCE/EXIT ON 774E NHIR GABLES PROPERTY TO REPLACE 774E
EXISTING ENTRANCE ONCE THE SAID CONSOLIDATED ENTRANCE IS CONSTRUCTED.
Z Nl7H/N EACH PA WUON SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST
COINM MI/N1UM UNIT SHALL BE AT LEAST THIRTY (30) PERCENT LARGER, BASED ON FLOOR
AREA THAN 7HE SMALLEST UNIT Wl774/N 7HE SAME PA VIUON.
8 THE APPLICANT SHALL COMPLY W17H ALL REEQU/REMENIS OF THE VDOT RELATED 70
DESIGN AND CONSTRUCTION OF 7HE ENTRANCE TO 7HE PROPERTY, AS OUTLINED IN ITS
LETTER OF JANUARY 20, 2003 (ATTACHMENT H). THE APPLICANT SHALL BE RESPONSIBLE
FOR THE COST OF A TRAFFIC SIGNAL AND 17S INSTALLATION (7HE - SIGNAL') AT THE
INTERSECTION OF ROUTE 250 NEST AND AN ACCESS POINT SERVING 7HE PROPERTY
APPROVED BY VDOT AND 7HE COUNTY'S DIRECTOR OF ENGINEERING, AS PROVIDED IN THIS
CONDITION. UNLESS 7HE SOVAL ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL
PAY TO 7HE COUNTY 7HE COST OF 7HE SIGNAL AS FOLLOWS-
8A. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAVILION,
THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE 07HER SECURITY
SECURITY) ACCEPTABLE 70 THE COUNTY IN AN AMOUNT EQUAL TO 774E
COST OF 7HE SIGNAL (CURREN7L Y ES71M,17FD 70 BE $140.000). WHICH
AMOUNT SHALL BE CALCULATED IN 7HE FAR IN NH/CH 7HE SECURITY IS
PROVIDED 7HE SECURITY SHALL CON TINCE SO 7HAT IT IS AVAILABLE TO PAY
FOR THE COST OF 7HE SIGNAL UNTIL TEN (10) YEARS AFTER 774E DATE OF
APPROVAL OF THIS SPECIAL USE PERMIT, • SECURITY PROVIDED THAT IS NOT IN
AN INTEREST- BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND 7HE
AMOUNT OF 7HE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO
7HE CONSUMER PRICE INDEX;
88. /F, AT ANY 77ME UNTIL TEN (10) YEARS AFTER 7HE DA7E OF APPROVAL OF
7741S SPECIAL USE PERMIT, VDOT AU7H0R/2ES IN MW77NG 7HE INSTALLATION OF
THE SIGNAL, AND VDOT AND THE COUNTY'S DIRECTOR OF ENGNEE7t/NG
APPROVE THE SIGNAL'S INSTALLATION BEFORE 7HE APPLICANT HAS OBTAINED A
BUILDING PERMIT FOR THE FOURTH PAVILION, 7HE COUNTY MAY DEMAND
PAYMENT OF THE COST OF THE TRAFFIC SIGNAL, AND 7HE APPLICANT SHIALL
PAY THE COST TO 7HE COUNTY INTH/N THIRTY (30) DAYS: AND
8C. 7HE COUNTY MAY APPLY 7HE APPLICANT'S SECURITY TO C0NS7RUUC77OIN OF
THE ACCESS ROAD OR OTHER ELEMENTS OF THE FUTURE 7RANSPORTA77ON
IMPROVEMENT PROJECT 07HER 774AN 774E TRAFFIC SIGNAL.
9. 7HE APPLICANT SHALL PROVIDE BICYCLE FACILITIES AND WALKWAYS IN CONJUNC77ON
IN7H ROAD IMPROVEMENTS 70 IVY ROAD AS REQUIRED BY VDOT AND 7HE DEPARTMENT
OF ENGINEERING AND PUBLIC *V RKS IN CONXNCT70N W/7H PRELIMINARY
SUSDIVISIOV/SITE PLAN APPROVAL
STANDARDS AND SPECIFICATIONS
VIRGINIA DEPAR7MENT OF 7RANS DORTA71ON (VDOT) ROAD AND BRIDGE SPECIFICATIONS;
DATED 1994.
WRGNIA DEPARTMENT OF 7RANSPORTA77ON (NOT) ROAD AND BRIDGE STANDAROSy
DA 7ED 2001.
MIIZGW DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND
NIA7ER, CONSERVA770N, WRGIWA EROSION AND SEDNANT CONTROL HANDBOOK,
7MMID ED717M 1992.
ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WA 7ER AND SEWER CONSTRUCTION
SPECIFICATIONS, AD01P7ED JANUARY 15, 1
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER /ZONING Q**Us* -\ Gk--- 01 • I `I''
ENGINEERING I
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
ORGINIA DEPARTMENT OF TRANSPOR TA TION
YSC TT R. COLLINSZ'
Q No. 35791
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USE.• CO COMMERCIAL OFFICE
Abbrevations
EXIS71NG PROPOSED I7EM
OHE OHE OVERHEAD ELECTRIC
OH OH OVERHEAD TELEPHONE
CG CG CURB WITH GUTTER
2OF7
LIGHT POLEUGEUGEUNDERGROUND ELECTRIC LINE
OHE OHE OVERHEAD ELECTRIC LINE
UGT UGT UNDERGROUND TELEPHONE LINE
RCP RCP REINFORCED CONCRETE PIPE
FHA FHA FIRE HYDRANT ASSEMBLY
TC TC TOP OF CURB
BC BC BOTTOM OF CURB
LP LP LOW PAINT
D/D/DROP INLET
CO CO CLEAN OUT
rWV rWV WA TER VALVE
YD YD YARD DRAIN
SC SC SIAMESE CONNEC7101V
MH MANHOLE
MIN MINIMUM
MAX MAXIMUM
00 OUTSIDE DIAMETER
OH OVERHEAD
PVC POL YWNYL CHLORIDE
REINFORCED CONCRETE PIPE1pTREETOBERELOCATED
IBM TO BE MOVED
IBR TO BE REMOVED
TBS TO BE SA VED
TC TOP OF CURB
Tl'p TYPICAL
UG UNDERGROUND
VDOT VIRGINIA DEPT. OF 7RANSPORTA77ON
A VR AIR RELEASE VALVE
IN FEET )
1 inch = 30
Site.Data
DEVELOPER: ROBINSON DEVELOPMENT GROUP
150 WEST MAIN STREET, SUI7E 1100
ORFOLK VA 23510
434) 4669 -5275
ZONING, • CO W/ SPECIAL USE PERMIT FOR RESIDEN71AL
SP -02 -023)
TAX MAP / PARCEL: 7M 60, PARCEL 26
TOTAL SITE. • Z097 AC. (309,145 SF)
MAGISTERIAL DISTRICT SAMUEL MILLER
SETBACKS. FRONT 215, SIDE 0, REAR 0'
PARKING. 10' FROM PUBLIC R.O.W.
Phasing Plan Description
PHASE 1 AND 2 COIVS7RUC7701V INCLUDES ALL
IMPROVEMENTS SHOWN HEREON AS EXISTING.
PHASE 3, OR ANY FUTURE PHASE, CONSTRUCTION SHALL
INCLUDE THE FOLLOWING IMPROVEMENTS THE PAVILION
STRUCTURES LABELED fl, IV AND W (AND THEIR
ASSOCIATED FOUNDA77ON PLANTINGS), THE FUTURE
CONNECTOR ROAD TO THE KENRIDGE PROPERTY TO THE
WEST, THE STONE WALL IN FRONT OF PAVILION N AND
THE FOUR PARKING SPACES IN FRONT OF THE EXIS77NG
MANOR HOUSE. AT THE TIME OF PHASES 3 AND 4
CONSTRUCTION THE DEVELOPER WILL BE ALLOWED TO
SPECIFY WHAT IMPROVEMENTS WILL BE INCLUDED WITH
EACH PHASE. PHASE 3 IS EXPECTED TO BEGIN WI THIN 6
MONTHS TO A YEAR AFTER THE COMPLE77ON OF PHASE 4.
ALL PHASE IMPROVEMENTS FOLLOWING PHASE I SHALL BE
BUILT OR BONDED PRIOR TO THE COMPLE71ON OF THE
SIXTH PA VILION OR TEN YEARS FROM THE DA 7E OF
APPROVAL OF SP 02 - 23. THERE WILL BE A MAXIMUM OF
SIX (4) PHASES
PHASE 3 CONSTRUCTION WILL INCLUDE THE CONSTRUCTION
OF PA V/LION VI.
PHASE 4A SHALL INCLUDE THE CONSTRUCTION OF THE
ACCESS ROAD TO 77-IE WEST THAT WILL CONNECT THE
WHl7E GABLES 97E TO THE KENR/DGE PROPERTY. PHASE
4B SHALL INCLUDE THE CONSTRUCTION OF PAVILION ll AND
IV. PHASE 4A WILL BE CONSTRUCTED PRIOR TO
APPROVAL AND CONSTRUCTION OF PHASE 3 AND PHASE
48.
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NOTE: PROPOSED UTILITIES TO BE INSTALLED AS SHOWN IN
THE WHITE GABLES CONSTRUCTION PLANS (PHASE 1). USE
THESE PHASE 2 PLANS TO INSTALL TIE -IN UTILITY POINTS
TO PAVILION V. THESE PLANS GENERALLY REFLECT
AS- BUILT" INFORMATION" FROM PHASE 1, HOWEVER,
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES FOR
THE TIE -IN.
GAS PROVIDER TO INSTALL ALL LINES
UP TO METER; TYP. CONTRACTOR TO
COORDINATE WITH GAS COMPANY.
CONTRACTOR TO CONTACT LANDSCAPE
ARCHITECT /ENGINEER FOR CONDUIT
LOCATION AND QUANTITIES
DOMINION VIRGINIA POWER TRANSFORMER
SPRINT TELEPHONE PEDESTIAL
4" Min.
COBBLESTONE (JUMBO) EDGING
TO BE SET 6" (X) ABOVE PAVED
SURFACE ONLY ALONG ENTRANCE
ISLAND AND ALONG PUBLIC
ACCESS ROADS. MORTAR ALL
JOINTS AT THESE LOCATIONS.
6" 6"
VDOT 157, #V8 OR 178
STONE BASE UNDER CURB.
COBBLESTONE CURBING
NO SCALE
Table 4: Pavement Design DOT Pavement Design Guide
EXISITNG STORM DRAIN
Z
DW - - - --EXISITNG DOMESTIC WATER
V - - - --EXISITNG PUBLIC WATER
F - - --EXISITNG FIRE PROTECTION
r --- - - -EXISTING GAS
EXISTING PUBLIC SEWER
EXISTING PRIVATE SEWER LATERAL
EXISTING ELECTRIC
4" Min.
COBBLESTONE (JUMBO) EDGING
TO BE SET 6" (X) ABOVE PAVED
SURFACE ONLY ALONG ENTRANCE
ISLAND AND ALONG PUBLIC
ACCESS ROADS. MORTAR ALL
JOINTS AT THESE LOCATIONS.
6" 6"
VDOT 157, #V8 OR 178
STONE BASE UNDER CURB.
COBBLESTONE CURBING
NO SCALE
Table 4: Pavement Design DOT Pavement Design Guide
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SSV Dr Sudsoe h a Base b is Sub4me h a Dp
Kawid8e Park Drive 760 15 910 5 5 14.10 1 =9.5 2 2.25 bm25 3 2.25 21B 8 0.6 16.05
I CA I
COBBLESTONE
COBBLESTONE POINT OF EDGING
EDGING FlNISHED GRADE
2" SM -9.5
30
2" SM -2A
SURFACE
COURSE
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IN TERMEDh
COURSE
8" COMPAi
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COMP I--
SUBGRADE
KENRID GE PARK DRI 1 E_
3' 6IM -25 Ve 21 -8
11.0"
30.00'
Pj4R1Y DRfVF STCTION
30' PRIV.4TT R /N)r
NOTES:
1. CONTRACTOR TO REFER TO WHITE GABLE CONSTRUCTION PLANS
FOR ALL IMPROVEMENTS AND EASEMENTS AS SHOWN PROPOSED
UNDER PHASE I CONSTRUCTION.
2. ALL SIGNAGE ON SITE TO BE OUTSOURCED BY ARCHITECT.
3. EXISTING INGRESS /EGRESS ENTRANCE SHALL BE MODIFIED AS
SHOWN ON THIS PLAN AFTER THE CONSTRUCTION OF THE KENRIDGE
PARK DRIVE ACCESS ROAD, BUT PRIOR TO BUILDING PERMITS
BEING ISSUED FOR PAVILIONS II, IV, & VI.
6 '
2" CRUSHED
SURFACE STONE
r - x ..
N — 4" STONE BASE
TYPE 21A STONE)
SIDEWALK
NO SCALE
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SC TT R. COLLINS
No. 35791 ,
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4.5'
4.5'
3:i_
BQX
SIDEWALK SUB —BASE
SHALL EITHER BE 95X
COMPACTED SAIL OR
6' OF COMPACTED
218 STONE.
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Plant List
Abb.Description I Common Name lQuantity I CaI I Size I Root I Comments
TREES
MG Magnolia gradifloro 'Claudia Wannomoker'Claudia Wannomaker Magnolia 3 4' -5'B&B Standard; straight trunk; uniform branchin
FP Froxinus pennsylvanica Green Ash 6 caliper B&B Standard; straight trunk; uniform branchin
CC Cercis conadensis Eastern Redbud 4 1.5*colipe B&B Standard; straight trunk; uniform branchin
TC Tsu o conadensis Canadian Hemlock 6 4' -5'B&B Standard; straight trunk; uniform branchin
Additional Notes:
Contractor to verify quantities and report any discrepancies to the Landscape Architect.
All plant subsittutions sholl be approved by Landscape Architect prior to installation.
RVID
E
MP 1/3 CF SAU
nW
EARTH SEW AROlAM BED
SHEWW HARDWOD A"CH
r DEP7N)
DO NOT A"CH AGANYST SML
ORAGNAL SOL, AMW AS REOLVED
UAV47LOOM SOIL
GENERAL NO TES
1. PLANT MATER /AL SIZES ARE TO COMPLY WIN THE LATEST
EDITION OF AMERICAN STANDARDS FAR NURSERY STOCK,
PUBLISHED BY 7HE AMERICAN ASSOCIA77ON OF NURSERYMEN.
2. CONTRACTOR SHALL ASCERTAIN LOCA7701V OF ALL UTILITIES PRIOR
TO EXCAVATION. PRIOR TO COMMENCING ANY *VW, CONTACT
MISS U77UTY" AT 1- 800 -552 -7001.
3. MARKING: ALL TREES TO BE PRESERVED AND PRO7E'C7FD SHALL
BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY
WSBLE TO EQUIPMENT OPERA TORS NO LAND DISTURBING
ACTT V1 TY SHALL BEGIN UNTIL THE 7REE MARKING HAS BEEN
INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED
BY THE COUNTY ENGINEERING DEPATMENT.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FAR MAINTAINING
SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED
LANDSCAPING PLANS DYING OR DEAD PLANT MATERIALS ARE TO
BE REPLACED DURING 7HE NEXT PLANTING SEASON.
5. ALL PLANT MATERNAL TO BE GUARANTEED DURING INSTALLATION
AND UN71L FINAL PROI ACCEPTANCE ANY PLANT MATERIAL
W 41CH DIES IS DAMAGED OR DISEASED, OR IS UNHEAL 7HY AND
IN UNS/GH7L Y COND17ICI OR OTHER CAUSES DUE 70
CON IRA C TOR'S NEGLIGENCE SHALL BE REPLACED /MMEDNA TEL Y A T
7HE CONTRACTOR'S EXPENSE.
6. ALL PLANT MATERIAL OUAN77TY COUNTS ON THE PLAN ARE THE
RESPONSIBILITY OF THE CON7RACTOR. PLANT UST TOTALS ARE
FOR CONVENIENCE OINL Y AND SHALL BE VER/RED PRIOR TO
BIDDING.
7. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY
7HE ALBEMARLE COUNTY PLANNING DEPARTMENT AND THE
LANDSCAPE ARCHITFCT.
TREE PRO TEC TION NOTES
1. HEAVY EQUIPMENT VEHICULAR 7RAFTIC, AND 7HE STORAGE OF
CONSTRUC770N MATERIALS AND SOIL SHALL NOT BE PERMITMD
WHIN 7HE OU731DE DRIP —UNE OF TREES 70 BE PRESERVED
AND PROTECTED.
2. TOXIC MATERIALS SHALL NOT BE S70RED W THIN 100 FEET OF
THE 01` DRIP —LINE OF TREES TO BE PRESERVED AND
PROTFCMD.
J. NO LAND DISTURBING AC77WTY DHALL BEGIN UN77L THE 7REE
PR071:C71VE FENCING HAS BEEN INSTALLED BY 7H£ C0N7RAC70R
AND INSPECTED BY THE COUNTY ENGINEERING DEPARTMENT.
APOW TAPE OR NYLON NEN9M
MIS tlr,
A i /A A /1
AENWORM RU gMN AVW
ARBOR TAPE; OR NYLON NEREM
n
PRUNE DEAD OR DAMAGED
ADRAAKaMES DO NOT PRUNE
GEWHAL LE40M
IEWFawo mem HOSE;
ARW TAPE; OR NYLON NEORM
2X2 HARDIVOW STAKE
PLACE 7W OF ROOT BALL AMR Y
AWE GRAVE
00 NOT MALCH AGAMT
7RLW OF 7RAE)
BERLI AROUND BED
I— REIWOSE s7mmm NNE. BUNLAP
I PRGw mm 1/3 OF BALL
PLANT ON LOWSR O E'D SOL
I
STANDARD ORANGE
VINYL CONSTRUCTION
FENCE
TREE
BAR STAKES
C1Q 11
STANDARD ORANGE VINYL OR PLAS77C CONS7RUC7I0N
FENCE ATTACHED 70 POSTS (PRE— NEATHERED WOW,
GALVAN 12ED STEEL. 00N OR THICK PVC PLASTIC), AT
LEAST 40' ABOVE F7/WSH GRADE WIN SPAN BlETNEEN
POSTS NO GREATER THAN 6' ON CENTER. EVERY WIN
POST SHALL CON TAW A wARNI SIGN THAT CLEARLY
IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE:
TREE PROTECTION FENCE
FOR USE FOR TREE MASSES)
STANDARD ORANGE VINYL
CONSTRUCTION FENCE
EVENLY DRIVEN METAL 7 BAR STAKES
EXISTING GRADE
BURY 113 OF POST
NOTES:
I. BARRIER PREVENTS COMPACTION OF
SOIL AROUND ROOTS BY CONSTRUCTION
EQUIPMENT.
2. EXTEND FENCE TO DRIPLINE AT ALL
POINTS (DRIPLINE 1S DESIGNATED BY OUTSIDE
EDGES OF TREE BRANCHES)
TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES)
NO SCALE
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DESIGNED BY
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CHECKED BY
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EROSION CON TROL ORGINIA EROSION & SEDIMENT CONTROL.
HANDBOOK SPEaRCATION NUMBER
PS PS PERMANENT SEEDING 3.32
S 1= STRAW BAIL BARRIER 3.04
i
0
OD DV TEMPORARY DIVERSION DIKE 3.09 TO TO TOPSOILING 3.30
ST t8do TEMPORARY SEDIMENT TRAP 3.13 CIpO
i
CULVERT INLET PROTECTION 3.08
SB SEDIMENT BASIN 3.14
DC DC DUST CONTROL 3.39
lP INLET PROTECTION 3.07
SF SILT FENCE 3.05 TEMPORARY SLOPE DRAIN J. 15
CE C9 CONSTRUCTION ENTRANCE 3.02O SA SAFETY FENCE 3.01
CD ' CHECK DAM 3.20 a..
TEMPORARY RIGHT —OF— WA Y 3.11
O ®7PO
DIVERSION
TREE PR07EC7I01V AREA
NOTES:
COY
1. ALL TREES, IDENTIFIED TO BE PRESERVED IN THE ARB APPROVED PHASE I TREE PROTECTION PLAN (SHEET 14, ARB- 2003 -93) THAT DO NOT SURVIVE FIVE YEARS POST CONSTRUCTION SHALL BE REPLACED
WITH QUANTITIES OF 6" CALIPER TREES OF THE SAME SPECIES SUFFICIENT TO EQUAL TOTAL CANOPY LOST. THE TREES SHALL BE PROVIDED PROVIDED WITH 60" ROOT BALLS, MINIMUM. EXISTING SYCAMORES
SHALL BE REPLACED WITH PLATANUS X ACERIFOLIA (LONDON PLANE TREES). ASH SP. SHALL BE REPLACED BY QUERCUS ALBA.
i2. THE LANDSCAPE PLAN FOR PAVILION VI THAT WILL ACCOMPANY THE SITE PLAN SHALL SHOW A 6"CALIPER TREE (SPECIES TO BE DETERMINED WITH STAFF) TO COMPENSATE FOR THE 36" ASH LOCATED WEST
OF PAVILION VI AND THE 21" DOUBLE CEDAR AND 12" MAGNOLIA LOCATED WITH THE LIMITS OF THE ACCESS ROAD.
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LEGEND
SOIL TYPE BOUNDARY
DRAINAGE DI WDE
LIMITS OF DISTURBANCE
GRAPHIC SCALE
0 0 10 20 40
IN FEET )
1 inch = 20 ft.
No. 367
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80 JOB NO.
072001
SHEET NO.
6 of 7
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SIDE ELEVATIO
GROUND
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COARSE AGGREGATE
TO
POSITIVE
SEDIMENT
NJ
MUST EXTEND FULL WIDTH TRAPPING DEVICE
OF INGRESS AND EGRE
OPERATION VIEW
FILTER
REINFOI
JLI:IIVN A -A
Sad
Trap
DrairmW
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R" d. Vol.
A" i "B"VoNan M222.7 ALL DIMENSIONS IN FEET) -A"
I.D.Ac.C.Y. Each C.Y.C D E F G H I J K Botbm Dim.
ST2 0.339 22.7 35.7 3 1 2 1 24 1 32 1 13 1 21 1 2 1 2.5 1 3 1151 x I 10'
MIN.
PAVEMENT
10' MIN.
SECTION B -B
WASHRACK (OPTIONAL)
n•Iaa AWW r.. ,.. r"M.• w"... • r W. ft at wa..t Gm" .• va •we
STONE CONSTRUCTION ENTRANCE
DETAIL N.T.S.
1. SET POSTS AND TO THE POSTS.
I• I
POSTS.
M! 04
j
0IIL
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCA VA TED SOIL.
r
FL ew
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
i
ORIGINAL
GROUND
ELEV. "F"
Iri .1r
I/
0 VOL. "A "67 CU. YD. ACRE DRY STORAGE
VOL. "B"
CU. YD.,111CRE v
WET STORAGE)
FLOW RI
1 l
PLAN WEW SEDIMENT TRAP
SEDIMENT TRAP DIMENSIONS
6 X DRAINAGE AREA
IN ACRES
CLASS l
RIPRAP
I
AIL
PERSPECTIVE AND SECTION N.T.S.
DRAINAGE TOTAL VOLUME WET DRY TOTAL OUTLET WIDTH OF WET VOLUME DRY VOLUME
AREA REQUIRED ELEVA 7701V ELEVA 7701V DEPTH LENG7N BERM PROVIDED PROVIDED
0.34 AC
SILT FENCE (WITHOUT WIRE SUPPORT) MD -- M
DETAIL N.T.S.
7EMPOIRARY SEEDINS
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF
TIME SHALL BE SEEDED WITH FAST GERMINA 77NG TEMPORARY VEGETA 77ON
IMMEDIA TEL Y FOLLOWING GRADING. SELEC7701V OF THE SEED MIXTURE WILL DEPEND
ON 774E 77ME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES 774AT WILL NOT
BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS
PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SI7E
CONDI 77ONS FROM TABLES 3.31 B AND 3.31 C IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK. NOTE THAT TABLE 3.318 PRESENTS PLANTS
WHICH CAN BE USED IM THOU T EXTENSIVE EVALUA77ON OF S1TE CONDITIONS;
TABLE 3.31C PRESENTS MORE IN -DEPTH INFORMA7701V ON THE PLANT
MA TERIALS
Notes
1.' ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN 11. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND /OR 9 CONVERT
SUCH A MANNER TO NOT ALLOW ACCESS TO THE SITE. TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS
PLAN REGARDLESS OF THE SALE OF ANY LOT. PERMANENT AND /OR TEMPORARY SOIL
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED
PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION do SEDIMENT CONTROL HANDBOOK AND VIRGINIA 12. AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY
REGULATIONS 4VAC50 -30 EROSION do SEDIMENT CONTROL REGULATIONS. DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS
3. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -
CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST
STEP IN CLEARING.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE
SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED M. OFF -SITE BORROW OR WASTE AREAS). THE CONTRACTOR
SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN APPROVING AUTHORITY.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT
STABILIZATION SMALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN
ONE YEAR. THE CONTRACTOR SWILL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS
13. AND /OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR
PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY
DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED
IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES.
14. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND
PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM
FURTHER EROSION.
15. SEDIMENT BUILD - UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE
LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT
SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE
CULVERTS.
16. EXISTING VEGETATION: LAWN
17. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED
AND /OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL.
18. SILT FENCE SWILL BE MAINTAINED UNTIL SITE IS STABILIZED AND /OR THE PLAN APPROVING
AUTHORITY APPROVES REMOVAL.
19. THE STORMWATER MANAGEMENT FACILITY SHALL NOT BE PLACED IN SERVICE UNTIL AFTER THE
SITE IS STABILIZED. INLET AND OUTLET PROTECTIONS WILL BE REQUIRED TO REMAIN IN PLACE
UNTIL THE SITE IS STABILIZED.
CLASS I
IRIPRAP
45 CY
EROSION CONTROL NOTES & NARRATIVE
a
7H£ PURPOSE OF THE LAND DISTURBING ACTIVITY IS TO CREA TE A RESIDEN77AL PA VILION ll AND IV (PHASE4) OF
THE N417E GABLES PROJECT, W11CH IS A RESIDENTIAL CONDOMINIUM PROJECT W/7H 6 BUILDINGS TOTAL AT FINAL
BUILD -OUT. THE PROJECT IS SERVED WITH A LOOP ROAD AND ONE ENTRANCE OFF RTE 250. THE SECOND
AREA OF LAND DISTURBING ACTIVITY IS FOR THE CONS 7TRUC77ON OF THE ACCESS ROAD 7HAT WILL CONNECT THE
N11- KAPPA SIGMA PROPERTY TO THE NEST 70 10417E' GABLES AND ULTIMATELY 774E LEGAL RESEARCH
PROPERTY. THIS PHASE CONTAINS APPROXIMATELY 25 ACRES OF LAND DISTURBANCE.
EWSILW S17E COND11776IVS
AT PRESENT, THE INFRASTRUCTURE SHOWN ON THE PHASE I PLANS HAS BEEN COMPLETED. WORK IS
CURRENTLY BEING DONE FOR THE CONSTRUCTION OF PAVILION V. THE EXISTING HOUSE, THAT REMAINED IS
CURRENTLY UNDERGOING REMODELING THE PROJECT SITE, IN GENERAL, IS OPEN GRASS WITH SOME TREES THE
PROJECT SITE SLOPES OFF 70 THE SOUTH TOWARD RTE. 250 AND SLOPES OFF 70 THE EAST TOWARD THE
LEGAL RESEARCH PROPERTY.
ADJACENT AREAS
THIS -97F IS BORDERED BY THE C&O RAILROAD TO THE NORTH, RT. 250 TO THE SOUTH, 774E KAPPA SIGMA SITE'
70 TH£ NEST W11CH IS CURRENTLY UNDER COUNTY RENEW FOR A RESIDENTIAL DEVELOPMENT, AND THE
NATIONAL LEGAL RESEARCH GROUP TO THE EAST. MOST OF THE DRAINWA7ER FROM 774E 97F IS CAPTURED
AND RELEASED EITHER IN70 THE EXISTING DIRAINWATER SYSTEM ALONG RTE. 250 OR INTO THE DRAINWA TER
OU7FALL AROUND THE RAILROAD TO THE NORTH OF THE PROPERTY. THEREFORE, THE DEVELOPMENT WILL HAVE
MINIMAL EFFECTS ON THE ADJACENT PROPERTIES EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS,
BASINS SILT FENCES, AND DIVERSION DIKES -SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACANTIES
C*TM7E LAND DIS7L AWNGE
NONE.
CM77CAL AREAS
THERE ARE SEVERAL TREES THAT WILL BE SAVED THAT ARE ADJACENT TO THE FOUNDA77ON OF PAVILION W
SPECIAL ATTENTION SHOULD BE GIVEN TO ENSURE THAT THESE TREES WILL SURVIVE THE CONSTRUCTION
ACTIVITY WITHIN THE OUTER EDGES OF THEIR DRIPLINES SPECIAL CARE SMALL BE GIVEN TO ENSURE ALL
GRADING ACTIVITY REMAINS ON 714£ PROPERTY. IN ADDITION, SEDIMENT TRAPS AND SILT FENCES SHALL BE
USED TO PROTECT EROSION OV70 RTE 250.
sauENCE OF t^MSMC77ON:
I. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A
PRE - CONSTRUCTION MEETING AS REQUIRED
2. FUG THE CLEARING LIMITS AND TREES THAT ARE TO REMAIN.
3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE
APPROVAL FROM THE INSPECTOR ON THE PROJECT.
4. IN ADDITION, INSTALL A CONSTRUCTION ENTRANCE FOR THE PAVILION N SI7F AS WELL AS ONE FOR THE
CONSTRUCTION OF THE ACCESS ROAD. CONSTRUCTION ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTES
IN7ERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS 7RANSPOR7FD ONTO A ROAD
SURFACE, THE ROAD SHAT L BE CLEANED 7HOIROUGHL Y AT THE END OF EACH DAY. SE&MEN7' SHALL BE
REMOVED FROM 774E ROADS BY SHOVEUNG OR SNEERING AND 7RANSPOR77NG TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
SHOULD THE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE
AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION ENTRANCE,
WATER TANKER TRUCK WN 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE
EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR.
5. INSTALL THE EROSION CONTROL MEASURES AS SHOWN. PAVILION W SHALL BE CONTAINED A BY SILT
FENCE 70 PREVENT RUN -OFF. SEDIMENT TRAP 11 SHALL BE INSTALLED IN 774E CONSTRUCTION OF THE
ACCESS ROAD. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP` WTH ANY LAND
DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE' TAKES
PLACE.
6. ONCE ALL 774E EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN AND THE COUNTY INSPEC70R HAS
APPROVED 774E EROSION CONTROL MEASURES THE CONTRACTOR CAN CLEAR AND GRADE 774E SI7E
STABILIZA77OIN MEASURES SHALL BE APPLIED 70 EARTHEN STRUCTURES SUCH AS DAMS; DIKES AND
DI VERSIONS /MEDIA TEL Y AFTER INSTALLLA 77ON.
Z ROUGH GRADE THE SITE, INSTALLING THE UTILITIES AS REQUIRED.
8. FINE GRADE, INSTALL CURB & GUTTER, INSTALL SIDEWALKS, SEED, AND FERTILIZE 774E DENUDED AREAS
INSTALL INLETS AND INSTALL INLET PROTECTION AS SHOWN ON 174E PLANS.
A INSTALL S70NE BASE AND PAVE ROADS AND DRIVEWAYS
10. ONCE 174E SITE IS STABIUZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE
THE EROSION CONTROL MEASURES NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE
STABILIZED AND 174E COUNTY INSPECTOR GIVES PERMISSION.
11. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN 774E VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SMALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS
07HERIMSE AUTHOR12ED BY THE LOCAL PROGRAM ADWWS71RATOR. TRAPPED SEDIMENT AND THE DISTURBED
SOIL AREAS RESVL 77NG FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FUTURE EROSION AND SEDIMENTATION.
A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE
SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH
WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO
REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES
OR WATER COURSE.
DESCRIPTION OF EROSION & SEDIMENT
CONTROL MEASURES:
EROSION AND SEDIMENT C01V7ROIL MEASURES
IT IS ANTICIPATED 70 USE CONSTRUCTION ENTRANCES, DIVERSION DIKES SEDIMENT TRAPS
AND BASINS, AND SILT FENCES WILL BE INSTALLED 70 CONTROL SURFACE DRAINAGE.
7EMPOIRARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE
ACTIVITIES TEMPORARY STOCKPILE AREAS TALL BE MAINTAINED FROM TOPSOIL THAT WILL
BE STRIPPED FROM AREAS 70 BE GRADED AND STARED FOR LATER SPREADING:
STOCKPILE LOCATIONS SHALL BE ON -97E AND SHALL BE STABIU2ED WIN A TEMPORARY
VEGETATIVE COVER. PERMANENT SEEDING WILL BE PERFORMED FAR ALL AREAS WHICH
WILL NO LONGER BE EXCAVATED AND NHERE CONSTRUCTION ACTIVITIES HAVE CEASED.
PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WN CH N/LL
BE LEFT DORMANT FAR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON
7HE TIME OF YEAR APPLIED .
TEMMPORARY SEEDING WILL BE PERFORMED FAR ALL DENUDED AREAS WHICH WILL BE LEFT
DORMANT FOR MORE 7HAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WIN FAST
GERMINATING VEGETATION IMMEDIATELY FALLOWING GRADING OF THOSE AREAS SELECTION
OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED .
CfWS7RUC77OIN EN7RA NCE
A CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT PAINTS OF VEHICULAR
INGRESS AND EGRESS ON A C0NNS7RUC77ON SIZE. TO REDUCE THE AMOUNT OF MUD
7RANSPORTED ON 70 PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
CONS7RUC7ON ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE
THE AMOUNT SEDIMENT 7RANSPORZED ONTO PUBLIC ROADWAYS
SILT FENCE:
A TE1~ARY SEDIVENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC S7RETCHED
ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED 70 INTERCEPT AND
DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUC770N
OPERA77ONS IN ORDER 70 PREVENT SEDIMENT FROM LEAVING THE SI7E: 70 DECREASE
7HE VELOCITY OF SHEET FLOWS AND LOW -70- MODERATE LEVEL CHANNEL FLOWS THE
SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLAPS OF AREAS WITH MINIMAL
GRADES 70 FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY
SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN
ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH).
PFAft/ANENT STABIUZAnUIV_
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY
PLAN77NG SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED
AREAS 70 PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS
ECOWOIINCAL, ADAPTABLE 70 SITE CON0177ANS, AND ALLOWS SELECTION OF THE MOST
APPROPRIATE PLANT MATERIALS TO IMPROVE W/LDUFE HABITAT. 70 ENHANCE NATURAL
BEAUTY. UPON COMIPLEnaV OF CONSTRUCTION AC77V77ES, ALL AREAS WILL RECEIVE A
PERMANENT VEGETA COVER.
IFMPOBARY SEEDING
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY
SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS 70 REDUCE EROSION
AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT 70
FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS 70 REDUCE DAMAGE FROM
SEGMENT AND RUNOFF 70 DOWNSTREAM OR OFF- -SIZE AREAS, AND 70 PROVIDE
PROTECTION TO BARE SOILS EXPOSED DURING CANSIRUC7700V UNTIL PERMANENT
VEGETATION OR 07HER EROSION CONTROL MEASURES CAN BE ESTABUSHED.
DUST CONTROL:
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMO 77ON
AND CONS7RUC71GN ACTIVITIES
70 PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SAIL SURFACES AND
REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES NHICH MAY PRESENT HEALTH
HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE:
DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR
MOVE)iIENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN
ACCORDANCE WITH THE VESCH.
TEMPORARY DIVERSION DYKE.
A RIDGE OF COMPACTED SAIL CANS7RUC7ED AT 174E TOP OR BASE OF A SLOPING
DISTURBED AREA W11CH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES
AND 70 A STABILIZED OUTLET, OR 70 DIVERT SEOWENT -LADEN RUNOFF 70 A SEDIMENT
7RAPAWG STRUCTURE. MAXIMUM EF1EC77W UVE IS 18 MONTHS
ROM QiIECK DAMS:
SMALL, TEMIPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE D17CH TO REDUCE
174E VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF 7HE SWALE OR DITCH.
LIMITED 70 USE IN SMALL OPEN CHANNELS WINCH DRAIN 10 ACRES OR LESS; SHOULD
NOT BIE USED IN LIVE STREAMS
STi71101/ DRAIN INLET PR07ECTIOM
7HE INSTAL.LA 7TON OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP
INLETS OR CURB INLET STRUCTURES PRIOR 70 PERMANENT STABILIZATION OF THE
DISTURBED AREA; UM17ED TO DRAINAGE AREAS NOT EXCEEDING ONE ACR& AND NOT
INTENDED 70 CONTROL URGE, CONCENTRATED STORMWATER FLOWS
ID0 SEDIMENT TRAP.
A SMALL PONDIING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A
STONE OUTLET ACROSS A DRAINAGE SWALE, 70 DETAIN SEDIMENT - LADEN RUNOFF FROM
SMALL DISTURBED AREAS FOR ENOUGH TIME 70 ALLOW MOST 70 7HE SUSPENDED SOLIDS
TO SETTLE OUT MAXIMUM EFFE•C77 E LIFE IS 18 MONTHS.
TEMPORARY SEDIMENT BASIN. -
A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES
WOC H IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A
DRAINAGE 0A Y. IT IS USED 70 DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS
3 ACRES OR GREATER FOR ENOUGH TIM£ TO ALLOW MOST OF THE SUSPENDED SOLIDS 70
SETTLE OUT IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND
APPROPRIATE TOPOGRAPHY MAXMIUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED
AS A PERMANENT POND BY A QUALInED PROFESSIONAL.
OUTLET PROTEC
THE INSTALLA TION OF RIPRAP CHANNEL SECTIONS AND /OR STILLING BASINS BELOW
S70RM DRAIN OUTLETS 70 REDUCE EROS/AN AND UNDER- CUT7NG FROM SCOURING AT
OUTLETS AND 70 REDUCE FLOW VELOCITIES BEFORE STOI UWATER ENTERS RECEIVING
CHANNELS BELOW THESE OUTLETS
CULVERT INLET PROTECROw_
A SEDIMENT FILTER LOCATED AT 774E INLET 70 STORM SENER CULVERTS WHICH PREVENTS
SEDIMENT FROM ENTERING; ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT.
IT ALSO PRONIOES EROSION CONTROL AT CUL VIM TS DURING 7HE PHASE OF A PROJECT
NHER£ ELEVA77ONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL
MEASURES 70 BE INEFFECTIVE
SAFETY FENCE
A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION
CONTROL MEASURE;
PERT MNENT STABILIZATION:
AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED
AREAS OF THE SITE WILL BE LIMED, FERTILIZED, AND
SEEDED AS PER CURRENT VUOT STANDARDS. THIS SHALL
CONSIST OF 774E FOLLOWING;
TOPSOIL - 2" DEP7H
LIME - 2 TEWS /ACRE
FERTILIZER - 600 LBS /ACRE OF 15 -30-15
SEED - ERNST 5311 CONSERVATION SEED MIX -
ERNMX -114 (45 LBS /ACRE PENNLAWN
CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILE
KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK
KENTUCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYEGRASS
15 LBS /ACRE PLEASURE PERENNIAL
RYEGRASS) OR ACCEPTABLE ALTERNATE
AFTER THESE AREAS ARE STABILIZED, THEY WILL BE
MOWED AND MAINTAINED ON A REGULAR BASIS
MAN
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY
AND AFTER EACH SIGNIFICANT RAINFALL SPECIFIC ATTENTION WILL BE GIVEN TO THE
FOLLOWING ITEMS.-
A. SEDIMENT BASINS AND /OR TRAPS WLL BE CLEANED AND MAINTAINED
IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK.
B. ALL GRAVEL OUTLETS MILL BE CHECKED REGULARLY FOR SEDIMENT
BUILDUP 7HAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS
CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED,
OR I T WILL BE REPLACED.
C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING
OR DETERIORATION OF 774E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT
SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF
WAY TO THE TOP OF THE BARRIER.
D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND
IS MAINTAINED. AREAS SHOULD BE FER7IU2ED AND RESEEDED AS NEEDED.
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