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HomeMy WebLinkAboutWPO201600071 Plan - VSMP Minor Amendment 1 2018-02-14GENERAL NOTES: DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC PO BOX 7505 CHARLOTTESVILLE, VA 22906 OWNER: TMP 062A3-00-00-00100 TMP 06100-00-00-16000 DB 3661, PG 056 DB 3661, PG 056 BELVEDERE STATION LAND TRUST BELVEDERE STATION LAND TRUST 2421 IVY ROAD 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22903 TMP 06200-00-00-002A1 DB 3661, PG 056 BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-16000,062A3-00-00-00100 & 06200-00-00-002A1 TOTAL ACREAGE: 06100-00-00-16000(PORTION): 4.76 AC. 062A3-00-00-00 100 (PORTION): 2.29 AC. 06200-00-00-002A1 (PORTION: 1.00 AC. TOTAL: 8.05 AC. ZONING: NMD PER ZMA# 2004-07 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY ALL APPROVED VARIATION REQUESTS, WITH THE LAST VARIATION APPROVAL, VARIATION #45, DATED 10-19-2012). PROPOSED LOT 48 IS SPLIT -ZONED NMD & R-4. NOTE: THIS PRELIMINARY PLAT INCLUDES PORTIONS OF BLOCKS 4 AND 7 FROM THE APPROVED REZONING PLAN. ANY REMAINING PORTIONS SHALL BE PLATTED WITH PHASE IIC. PROPOSED USE: 31 SINGLE FAMILY DETACHED LOTS AND CARRIAGE UNITS DEVELOPMENT DENSITY: PER APPROVED REZONING CODE OF DEVELOPMENT BLOCK REMAINING ALLOWABLE LOTS PROPOSED LOTS ALLOWABLE CARRIAGE UNITS 4 18 19 13-17 UNITS 7 5 7 0-12 UNITS 9 7 5 0 UNITS 30 LOTS 31 LOTS 13-29 UNITS PARKING: FOR BLOCKS 4 & 7 - PARKING ON LOTS AVAILABLE IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS. DRIVEWAYS FROM FARROW DRIVE SHALL BE PROVIDED FOR THE LOTS WITHIN BLOCK 9. ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET. SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES 2016 ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AND COUNTY REQUIREMENTS. STREET TREES SHALL BE A MINIMUM OF 2-1/2 CALIPER. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: THIS PROJECT SHALL BE CONSTRUCTED IN (2) PHASES BUILDING SITES: LOTS 39-56 & 197-205 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THIS ALBEMARLE COUNTY ZONING ORDINANCE. IN ADDITION, THE RESIDUE OF PARCELS TMP 62A3-1, 62-2A1, & 61-160 ALL CONTAIN A BUILDING SITE WHICH COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE AIND BELVEDERE CODE OF DEVELOPMENT. CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. IMPERVIOUS AREAS: ROADS & ALLEYS: 3.06 AC. SIDEWALKS: 0.54 AC. LOT BUILDABLE AREA: 3.23 AC. TOTAL 6.83 AC. a LOTS: 4.51 AC, R/W* 2.99 AC. OPEN SPACE: 0.49 AC. NOTES: 1. A 6' MAINTENANCE EASEMENT SHALL BE REQUIRED ON ALL PROPERTIES ADJACENT TO PROPERTIES WITH SIDE YARD SETBACKS LESS THAN 4'-11". THESE EASEMENTS SHALL BE SHOWN ON THE FINAL SUBDIVISION PLAT. 2. THERE ARE MANAGED STEEP SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, AS SHOWN ON THE PLANS. 3. TRASH SHALL BE ACCOMMODATED WITH INDIVIDUAL TRASH CONTAINERS FOR EACH LOT. GREEN SPACE/ OPEN SPACE PROPOSED: CONSERVATION AREA(AC) PRESERVATION AREA(AC} OPEN SPACE{ACS TOTAL GREEN SPACE (AC) BLOCK 4: 0 0 0.22 0.22 BLOCK 7: 0 0 0.00 0.00 BLOCK 9: 0 0.22 0.05 0.27 TOTAL 0.0 0.22 0.27 0.49 NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. VSMP PLAN AMENDMENT (AMENDMENT TO WP0201600071) RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' LEGEND Sheet Number EROSION CONTROL DD TEMPORARY DIVERSION DIKE 3.09 ST TEMPORARY SEDIMENT TRAP 3.13 SB SEDIMENT BASIN 3.14 tP INLET PROTECT70N J. 07 SF SILT FENCE 3.05 CE CONSTRUC77ON ENTRANCE 3.02 PS PERMANENT SEEDING 3.32 DC DUST CONTROL 3.39 SA SAFETY FENCE 3.01 I� TEMPORARY RIGH T=OF- WAY 3.11 DI VERSION aic VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIF7CA770N NUMBER Sheet List Table Sheet Number Sheet Title COVER .�.EX15TING ei 1:F1E 1 M1I AAI 3 EROSION & SEDIMENT CONTROL NOTES, NARRATIVE & DETAILS H nl I ASE I rn )SIE)N n SEENI LENT `G Tr=v` %A N 4A PHASE IA EROSION & SEDIMENT CONTROL PLAN 3- z 3A PHASE IIA EROSION & SEDIMENT CONTROL PLAN _6- sT-eRMWA-TER MANAGEMENT PLAN 111111 11111 1 jjjjjj� VSMP PLAN AMENDMENT PROPOSED CHANGES: REVISED LOCATION OF SEDIMENT TRAPS #3. AND #2 TO CREATE A FILL AREA ON THE SITE. REVISED LIMITS OF DISTURBANCE AND LIMITS IOF CLEARING. APPROVED by the Albemarle County Community Development Department Date ZIly/�a1.3 File W*Z-04-iW7i ,1046 SCOTT R. COLLINSZ 7 Lie. No. 035791,x.. k'SIOXL '� w w z cr) T1 r z u V) z J 0 0 v c 0 C v L 0- x v Q) Q Cn L C U1 o D 0 U 0 -o e 0 Is C 0 0 U 0 v E 0 v > v iv > Q) 0 rn 0 �® 0 0 a Uj a Uj v v n o o a C6 CL o v o 0 v �rd1( '� U � 0 LLj J� U LUC 0 E C 0 z Liw CLz c� z u z J J 0 0 LU CL 0 Q v 03 LIJ0 Eli x v 0 v LL8 v � w E Lu U f1 i!9 'aa .JOB NO. 152121 SCALE a AS SHOWN a SHEET NO. a v v � H z z LU LU 0a ©_ iL � D 0 0 z ce n' Z J x x Uj LLJ w ¢ a LL W DL il. w w W LUce � T1 r z u V) z J 0 0 v c 0 C v L 0- x v Q) Q Cn L C U1 o D 0 U 0 -o e 0 Is C 0 0 U 0 v E 0 v > v iv > Q) 0 rn 0 �® 0 0 a Uj a Uj v v n o o a C6 CL o v o 0 v �rd1( '� U � 0 LLj J� U LUC 0 E C 0 z Liw CLz c� z u z J J 0 0 LU CL 0 Q v 03 LIJ0 Eli x v 0 v LL8 v � w E Lu U f1 i!9 'aa .JOB NO. 152121 SCALE a AS SHOWN a SHEET NO. a v v GENERAL NOTES 1. THE DEVELOPER OF THIS PROPERTY IS., GLOBAL VIEW DEVELOPMENT, LLC PO BOX 7505 CHARLOTTESVILLE, VA 22906 434.974.7588 2. THE OWNER OF THESE PROPERTIES IS: BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 3. THESE PLANS HAVE BEEN PREPARED BY.- COLLINS ENGINEERING INC 200 GARRETT STREET SUITE K CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434) 293-3719 FACSIMILE, (434) 293-2813 4. THE SOURCE OF THE OVERALL BOUNDARIES FOR THE BELVEDERE DEVELOPMENT WERE PROVIDED BY ROUDABUSH, CALE & ASSOCIATES VIA THE AGSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC. 5. THE SOURCE OF THE TOPOGRAPHY WAS PROVIDED BY VIRGINIA RESOURCE MAPPING. THE AERIAL SURVEY IS DATED JANUARY 2016. 6. ZONING: NMD PER ZMA# 07-04 w1 BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPLISHED BY APPROVED VARIATION REQUESTS DATED 213110, 3124111 AND 7122114). 7. TAX MAP AND PARCEL NUMBER: 062A3-00-00-00100, 06100-00-00-16000 & 06200-00-00-002AI 8. USGS DATUM: ELEVA 77ONS BASED ON NAD '83 9. LOCA 770NIADDRESS OF PROJECT. BEL VEDERE SUBDI VISION, NOR TH OF EXI STINGIPLA TIED BEL VEDERE PHASE IIA. 10. PROJECT AREA: A66 ACRES 11. SITE PHASING: THE EROSION & SEDIMENT CONTROL PLAN 15 PROPOSED IN TWO PHASES 12. PUBLIC UTILITIES' CONNECT TO EXISTING PUBLIC SEWER AND WATER * COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITIJ LAWS AND REGULATIONS WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. EROSION CONTROL NOTES ES -1: UNLESS 07HERWSE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRAC77CES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA77ONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077RED ONE WEEK PRIOR TO THE PRE-CONS7RUC770N CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -J. -ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS ,THE FIRST STEP IN CLEARING. ES -4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL 77MES ES -5. -PRIOR TO COMMENCING LAND DISTURBING AC77W77ES IN AREAS 07HER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SI TIF BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AU7HORITY ES -6: 7HE CONTRACTOR IS RESPONSIBLE FOR INSTALLA77ON OF ANY ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA77ON AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-ZALL DIS7URBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 77MES DURING LAND DISTURBING AC771477ES AND DURING S17E DEVELOPMENT UN77L FINAL STABILIZA77ON IS ACHIEVED. ES -B: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE, ES -9: 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. EROSION CONTROL NOTES 1. THE PLAN APPROVING AUTHORITY MUST BE NO77F7ED ONE WEEK PRIOR TO THE PRE-CONSMUC77ON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING AC77VITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE C0NS7RUC7ED AND MAINTAINED EROSION & SEDIMENT CONTROL MEASURES: TABLE 3.31.0 ACCORDNNG TO MINIMUM STANDARDS AND SPECIRCA77ONS OF THE VIRGINIA EROSION AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA Trstp�RARV SEEDING PLANT MATrFP_C.ki S, SEEDT:NG RA`1' s AND DAiTus SEDIMENT CON7ROL HANDBOOK AND VIRGINIA REGULA77ONS VR 625-02-00 EROSION AND EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRAC77CES USED IN THIS SEC77ON CONSIST 3. SEDIMENT CONTROL REGULATIONS ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS OF THE FOLLOWING: ELEVATION IS 4.0' PLAN VIEW THE FIRST STEP IN CLEARING. 101 SAFETY FENCE, 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE A PR07EC77VE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION C01V7ROL MEASURE, TO PROHIBIT THE lel St • I�T1q$ MAINTAINED ON THE S17E AT ALL TIMES UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC APPLICABLE 70 ANY CONTROL MEASURE 5 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED OR SERIES OF MEASURES WHICH CAN BE CONSIDERED UNSAFE BY WR7UE OF P07EN77AL ACCESS BY THE PUBLIC. 4l34o R)IS 114 ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-S17E BORROW OR WASTE iLofium multi f1prum) OAT -5 AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO .02 CON57RUCTION ENTRANCE 1c 774E OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. A STABILIZED PAVED CONS7RUC770N ENTRANCE M774 A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALL OF ANY ADDENTATI ERASION AND EGRESS ON A CONSTRUCIION 97L To REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC Tl t Fi $ vmii*&, i0_&, 3+i0151ti_ ENTA770N AS PREVENT EROSION AND SEDIMENTATION MEASURES NECESSARY ROSS ROADS BY MOTOR VEHICLES OR RUNOFF. CONS7RUC77ON ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE _ DETCONTROL TINED BY INE PLAN APPROVING AUTHORITY W PLANS TO REDUCE THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL DI 3.03 CONS7RUC77ON ROAD STABILIZATION: _,____ _-__ . _.-j ALL 77MES DURING LAND DISTURBING ACTIVITIES AND DURING S17E DEVELOPMENT UN77L THE TEMPORARY STABILIZA77ON OF ACCESS ROADS SUBDIVISION ROADS, PARKING AREAS, AND 07HER S17E 2 liu, (yip t" 110 1.br„ FINAL STABILIZATTON IS ACHIEVED. VEHICLE TRANSPORT4770N ROU7E5 WI774 STONE IMMEDIATELY AFTER GRADING. TO REDUCE EROSION OF 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING TEMPORARY ROADBEDS BY CONSIRUC770N TRAFFIC DURING WET WEATHER AND TO REDUCE EROSION AND - DEVICE: SUBSEQUENT REGRADING OF PERMANENT ROADBEDS BETWEEN THE TIME OF IN177AL GRADING AND FINAL 9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND STABILIZA7701V USE WHEREVER STONE -BASE ROADS OR PARKING AREAS ARE CONSTRUC7EA WHETHER AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR PERMANENT OR TEMPORARY, FOR USE BY CONSTRUCTION TRAFFIC. CLEANUP TO MAINTAIN THE EFFEC7I11ENESS OF 774E EROSION CONTROL DEVICES SHALL BE tJ uw,vt. Ti leistee w1e1 nerd Jew MADE IMMEDIA TEL Y. 305 SILT FENCE. ° 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE71C FILTER FABRIC S7RETCHED ACROSS AND ATTACHED 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EAR774 FILL TO SUPPOR77NG POSTS AND EN7RENCHEA TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM ...-- SHALL &E INERT MATERIALS ONLY, FREE OF ROOTS, STAMPS, WOOD, RUBBISH, AND OTHER DISTURBED AREAS DURING CONSTRUCTION OPERA77ONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, Jul fit. DEBRIS. AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO F7L7ER SEDIMENT LADEN 12 BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLE77ON PER RUNOFF FROM SHEET FLOW AS INDICATED, THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND 13 ZONING ORDINANCE CHAPTER 18, SEC77ON 5.1.28. ALL INENT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH CHAPTER 13, MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). t. ` iktaw t� Lu SECTION' 301 OF THE CODE OF ALBEMARLE, 307 STORM DRAIN INLET PRO7FCT7ON: 14. BORROW„ FILL OR WASTE AC77WTY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET: €rant. Islay be A $drsi< to s"lrumt BE LIMITED TO THE HOURS OF 7. 0OAM TO 9: 0OPM. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE 15. BORROW„ FILL OR WASTE AC77WTY SHALL BE CONDUCTED IN A SAFE MANNER THAT DIS7URBED AREA. INLET PR07EC77ON APPLIES WHERE STORM DRAIN INLETS ARE TO BE MADE OPERA7701VAL MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, BEFORE PERMANENT STABIUZA77ON OF THE CORRESPONDING DISTURBED DRAINAGE AREA. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY ANNUAL Re'' 1RASS° 60 Litt.. PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 3,09 TEMPORARY DIVERSION DIKE. ° 16. 774E DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT 774E TOP OR BASE OF A SLOPING DISTURBED AREA. , TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTEC7FD DISTURBED AREAS AND $.d-L-hut5 �18i �[6_L•".r�..unW CONTROL MEASURES REQUIRED BY 7741S PLAN REGARDLESS OF THE SALE OF ANY LOT, SLOPES TO A STABILIZED OUTLET. TO DIVERT SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A UNIT, BUILDING OR 0774ER POR77ON OF THE PROPERTY. SEDIMENT -TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWA7ER I Z TEMPORARY STABILIZA17ON SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO RUNOFF MUST BE TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON nut dkf' nn5t 4txmis. BE AT Z5 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A S17E DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE .EXPECTANCY OF 18 MONTHS OR LESS, a� 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. 3.11 TEMPORARY RIGHT-OF-WAY DIVERSION: � SIRA W #MULCH IS TO BE APPLIED A T 80LBSIIOOSF, AL TERNA 77 WS ARE SUBJECT TO A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHT 9 -OF -WAY APPROVIAL BY THE COUNTY EROSION CONTROL INSPECTOR. AND SIMILAR SLOPING AREAS TO SHORTEN THE FLOW LENGTH WITHIN A SLOPING RIGHT-OF-WAY, THEREBY 18. PERMANIENT STABIUZA77ON SHALL BE LIME AND FFR77LIZER, PERMANENT SEEDING, AND REDUCING THE EROSION P07EN77AL BY DIVER77NG STORM RUNOFF TO A STABILIZED OUTLET GENERALLY, MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OLBSJIOOOSF, EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LITRE OR NO CONSTRUC77ON TRAFFIC WITHIN 774E 1b4 - 1 INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FER77LIZER SHALL BE APPLIED AT RIGHT-OF=WAY, GRAVEL STRUCTURES ARE MORE APPLICABLE TO ROADS AND OTHER RIGHTS-OF-WAY WHICH AND CONSIST OFA 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL ACCOMMODATE VEHICULAR TRAFFIC BE APPLIED AT 180LBSIACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL FESCUE AND BE TEMPORARY SEDIMENT TRAP: MAY aadu4d, i.yGtiry6 bi>iU- 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS TO BE APPLIED ,313 A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT LITH A STONE OUTLET. 70 AT 80LBS1100SF ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION DETAIN SEDIMENT --LADEN RUNOFF FROM SMALL DIS7URBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE CONTROL INSPECTOR. SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS 19. MAINTENANCE.• ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH LESS THAN 3 ACRES, WERE THE SEDIMENT 7RAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE __- 21 lbt!. RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED CONSTRUCTED E77HER INDEPENDENTLY OR IN C0NJUNC77ON MTd A TEMPORARY DIVERSION DIKE IMMEDIATELY. SILT ]RAPS ARE TO BE CLEANED WHEN 5OX OF THE WET STORAGE VOLUME X ;1: IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY 314 TEMPORARY SEDIMENT BASIN; A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY I PEDEZA5 TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES WHICH ARE CONS7RUC77NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. TO DETAIN SEDIMENT -LADEN COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED RUNOFF FROM DIS77JRBED AREAS IN "WET" AND 'DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF 7HE IMMEDIA TEL Y. SEDIMENT TO SETTLE OUT APPLIES BELOW DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA 20. ALL 7EA4PORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED IS EQUAL TO OR GREATER THAN THREE ACRES. THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE WITHIN 30 DAYS OF FINAL SITE STABILIZA77ON, WHEN MEASURES ARE NO LONGER NEEDED, TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. SUBJECT TO APPROVAL BY 774E COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF 774E OWNER DOES NOT OBTAIN A PERMIT W1774IN 1 YEAR OF 3.18 OUTLET PROTECTION: " Ni_ariliun Pietlt4lomt a tMountain xtgiun. See Plats 1.22.1 and 3.2T -Z.. THE DATE OF APPROVAL. (WATER PR07EC77ON ORDINANCE, CHAPTER 17) STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF 22. PERMANIENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) PIPES OR PAVED CHANNEL SEC7701VS: TO PREVENT SCOUR AT STORMWA7ER OUTLETS, TO PR07ECT 774E OUTLET TO MINIMIZE THE POIEN77AL FOR DOWNSTREAM EROSION BY REDUCING 7HE VELOCITY AND MONTHS AFTER INE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER STRUCTURE, AND ENERGY OF CONCENTRATED STORMWATER FLOWS APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED PROTECITON ORDINANCE, CHAPTER 17) CHANNEL SECTIONS, 1Vla 1bCsl. tl as a covcr crop With fall a atl :. PERMANENT STABILIZA TION 319 RIPRAP; A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOS& ANGULAR STONE MTN F70ER FABRIC OR AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, FER77LIZED, AND SEEDED AS PER CURRENT VDOT GRANULAR UNDERLINING. TO PROTECT THE SOIL FROM 774E EROSIVE FORCES OF CONCEN7RA7ED RUNOFF, SLOW STANDARDS, THIS SHALL CONSIST OF THE FOLLOWING MIXES,• THE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING 774E P07EN77AL FOR INFILTRATION, AND TO STABILIZE SLOPES Wl714 SEEPAGE PROBLEMS, AND%OR NON -COHESIVE SOILS. USE WNEREVER SOIL AND WATER IN7ERFACE TOPSOIL: 2" DEPTH LIME - 2 TONS/ACRE. AND 774E SOIL CONDITIONS; WATER TURBULENCE AND VELOCITY, EXPECTED IIEGETA77W COVER, ETC, ARE SUCH IT IS RECOMMENDED THE SOIL BE TESTED FOR pH TO DETERMINE THE THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW COND177ONS. FINAL DANE QUAN7777ES & THE LIME BE APPLIED AS EARLY AS PRACTICAL. 3,31 TEMPORARY SEEDING: FER77LIZER; 600 LBS./ACRE OF 15-30-15 THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE' SEED: ERNST 5311 CONSERVA77ON SEED MIX RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTA77ON BY STABILIZING DISTURBED AREAS ERNMX-1114 (45 LBS/ACRE PENNLAWN CREEPING RED FESCUE, 37.5 7HAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE LBSIACRE ARGILS KEN7ACKY BLUEGRASS, 37.5 LBSIACRE PARK FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND 70 PROVIDE PR07E'C7701V 70 BARE KEN7UCK'Y BLUEGRASS, 15 LBS/'ACRE ANNUAL RYEGRASS & 15 SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETA77ON OR OTHER EROSION CONTROL MEASURES LBSIACHE PLEASURE PERENNIAL.). PERMANENT SEEDING WILL BE APPLIED CAN BE ESTABLISHED. TO ALL DISTURBED AREAS AS PER 774E PERMANENT STABIUZA77ON OF 2,32 PERMANENT STABILIZATION: THIS EROSION & SEDIMENT CONTROL NARRA77VI= AFTER THESE AREAS THE ESTABLISHMENT OF PERENNIAL WGETA77VE COVER ON DIS77JRHED AREAS BY PLAN77NG SEED. TO REDUCE ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY STABILIZE DIS7URBED BASIS AREAS IN A MANNER 7HAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIA7E PLANT MATERIALS: TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON DURING 'CONSTRUCTION, MAINTENANCE WILL INCLUDE DUST CONTROL COMPLE77ON OF CONSTRUC770N AC771477ES, ALL AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. MEASURES DUST CONTROL WILL BE ADDRESSED DURING ALL STAGES OF CONS7RUIC770N. 338 TREE PRESERVA77ON AND PROTECTION, PR07EC77ON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND MULCH SHALL ALSO BE APPLIED 70 AREAS WITH SLOPES 2:1 OR CONSTRUC77ON AC77WTY. TO ENSURE THE SURWVAL OF DE57RABLE TREES WHERE THEY WILL BE EFFEC77VE FOR STEEPER,, OR WHERE STABILIZATION CAN NOT BE ACHIEVED THROUGH EROSION AND SEDIMENT CONTROL, WATERSHED PROTEC71074 LANDSCAPE BEA UT1FCA 'TON, DUST AND POLLUTION PERMANENT SEEDING OR OTHER ACCEPTABLE APPROVED METHODS. CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE INE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES APPLIES IN TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING AC77W71ES ,3.39 DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOL17ION AND CONSTRUCTION AC77W77ES, TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE 774E PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUC7701V. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WI774 THE VESCH. 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG' THE LINE SOIL DESCRIPTION OF POSTS 19B-CULLEN LOAM -2 TO 7% SLOPES SOIL IS WELL DRAINED WITH A MEDIUM RUNOFF CLASSIFICATION. SURFACE LAYER IS TYPICALLY CLAY LOAM AND ABOUT 0-8" ��- Pr I./' I THICK. THE DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80" 2003-CULLEN CLAY LOAM -7 TO 15.0 SLOPES SOIL IS WELL DRAINED WITH A MEDIUM RUNOFF CLASSiFICA170N. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-8" THICK. THE DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80". 27B-ELIOAK LOAM -2 TO 7% SLOPES SOIL IS WELL DRAINED WITH A MEDIUM RUNOFF CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-8" THICK. THE DEPTH To THE WATER TABLE IS GENERALLY MORE THAN 80". 22CJ-CULPEPER CLAY LOAM- 7 TO 15Z SLOPES SOIL IS WELL DRAINED NTH A MEDIUM RUNOFF CLASSIFICATION, SURFACE LAYER IS TYPICALLY CLAY LOAM AND ABOUT 0-8" THICK THE DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 80" Or FL 2. STAPLE WIRE FENCING TO THE POSTS. SIL T FENCE SSWI TH WIRE SUPPOR TT NO SCALE .DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURE EROSION AND SEDIMENT CONTROL MEASURES. !T IS AN77CIPATED THAT A CONSTRUC77ON ENTRANCE, INLET PRO TEC 77ON, TEMPORARY DIVERSION BERMS, RIGHT OF WAY DIVERSIONS, TWO PROPOSED SEDIMENT TRAPS, TWO EXIS77NG SEDIMENT BASIN, OUTLET PROTECTION, INLET PR07EC77ON AND SILT FENCE WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AG77Vl77ES TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING. STOCKPILE LOCA77ONS SHALL BE ON S17E AND SHALL BE STABILIZED W17H A TEMPORARY 1VEGETA77VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELEC77ON OF SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 14 DAYS. THESE AREAS SHALL BE SEEDED WI774 FAST GERMINA77NG VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND 7HE PROPOSED SEDIMENT TRAPS & MAIN TAINEDIGORRECTED AROUND THE EXISTING SEDIMENT BASINS. 3.02 CONSTRUCTION EN7RANCE - ONE CONS7RU'C770N ENTRANCE SHALL BE INSTALLED AT THE END OF FARROW DRIVE. THIS WILL BE THE ONLY POINT OF INGRESS AND EGRESS TO THE SI7F CARE WILL BE TAKEN TO PR07ECT ADJACENT ROADWAYS FROM TRANSFER OF SEDIMENT. 3.05 SILT FENCE- SILT FENCE WILL BE PLACED ION THE DOWNSTREAM SIDE OF DISTURBANCE WHERE N07ED ON 774E PLANS 3.07 STORM DRAIN INLET PROTECTION- 1P WILL BE INSTALLED ON EACH PROPOSED INLET AS SHOWN ON THE PLANS 3.09 TEMPORARY DIVERSION DIKE- DIVERSION DIKES WILL BE USED AROUND THE PERIMETER OF S17E DISTURBANCE WHERE SHOWN' ON THE PLANS TO DIRECT RUNOFF TO ON-SITE SEDIMENT CONTROL FACILITIES 313 TEMPORARY SEDIMENT TRAPS- TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED WHERE SHOWN ON THE PLANS. 3.18 OUTLET PRO7EC710N- TO BE PROVIDED AT THE OUTFALL OF DRAINAGE PIPES WHERE SHOWN ON PLANS PRP RIPR TION WHERE SHOWN ON P SHALL BE INSTALLED AS OUTLET PR07EC77ON 3.19 RI A A A C THE PLANS. 3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE PLANS. 3.32 PERMANENT SEEDING- PERMANENTLY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE PLANS. 3.38 TREE PRESERVA77ON AND PROTECTION- TREE PRESERVATION FENCING SHALL BE INSTALLED WHERE SHOWN ON THE PLANS NO ;TREES SHALL BE HARMED OUTSIDE OF THE LIMITS OF TREE PR07EC77ON FENCING 3.39 DUST CONTROL- DUST CONTROL SHALL BE' APPLIED THROUGHOUT THE SITE WHERE SHOWN ON THE PLANS STORMWA TER MANAGEMENT.• STORMWA TER RUNOFF QUANTITY AND QUALITY FOR THIS DEVELOPMENT WAS PREVIOUSLY APPROVED TO BE TREATED VIA BELVEDERE PHASE IIA's TYPE it RETENTION BASIN. THE FACILITY AN77CIPATED THIS DE VEL OPMEN T's IMPACTS. SEE THE STORM WA TER MANAGEMENT PLAN SHEET FOR DETAILS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND INTO 774E TRENCH. 4. BACKFILL AND COMPACT 7HE EXCA VA TED SOIL. V.,, ✓ `I Itr1 $ I11 ¢I., A f� c7.+'.'µ. 11 W ;fix" <. Y. } e �v 1 ti . is .. < �> +--i Y f I F� EXTENSION OF FABRIC AND WIRE INTO 774E TRENCH. VSMP PLAN AMENDMENT PROPOSED CHANGES: AREVISED LOCATION OF SEDIMENT TRAPS #s AND #2 TO CREATE A FILL AREA ON THE SITE. AREVISED LIMITS OF DISTURBANCE AND LIMITS OF CLEARING. EROSION CONTROL NOTES & NARRATIVE PURPOSE.- THE PURPOSE OF THIS LAND -DISTURBING AC77WTY IS TO CREATE 774E ROADWAY, SINGLE FAMILY HOMES ACANIS FOR THE PHASE IIB PORTION OF THE BELVEDERE SUBDIVISION. THE TOTAL ACREAGE' TO BE DISTURBED WITH THIS593 ACRES 3EX1S77NGSITE CONDI77ONSTHE EXIS77NG S17E 1S A VACANT HILLY PARCEL THAT IS PAR77ALLY WOODED AND CLEARED. THE DUNLORA0 IS LOCATED TO THE SOUTH, BELVEDERE PHASE 2A (PLATTED, EXIS77NC & APPROVED FOR CONSTRUCTION) IS LOCATED TO THE NORTH AND WEST, AND A RAILROAD & NORTHRELDS ARE LOCATED TO THE' NORTH. TO THE EAST IS UNDEVELOPED WOODED LAND. 774E S17E IS GENERALLY WELL DRAINED WITHOUT PRESERVED AND MANAGED STEEP SLOPES. EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO 774E EXIS77NG SITE SLOPE AND PR07ECT THE PERIMETER AND ADJACENT PROPER77ES. ADJACENT AREAS.• THE S17E" IS POS17IONED TO THE NORTH AND WEST OF BELVEDERE PHASE 2A. OFESI7E LAND DISTURBANCE.- NO OFFSITE DISTURBANCE IS PROPOSED BEYOND 774E BELVEDERE LIMITS, O.7HER THAN WHAT IS LIMITED TO PUBLIC RIGHT-OF-WAY. CRITICAL AREAS,• TREE PRESERVA77ON AREAS & ADJACENT LOTS ARE ONLY PROPOSED TO BE IMPACTED WHERE NECESSARY SOILS: SEE SOILS BOUNDARIES ON THE EROSION AND SEDIMENT CONTROL PLAN PHASE I SHEET AND DESCRIP77ONS ON THIS SHEET. SEQUENCE OF CONS7RUCRON: 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRF CONS7RUC77ON MEE77NG AS REQUIRED, 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT 774E APPROVAL FROM THE INSPECTOR ON THE PROJECT: J. CONTRACTOR SHALL IDEN77FY THE LIMITS OF DISTURBANCE AND INSTALL TREE PR07EC77ON FENCING WHERE INDICATED ON THE PLANS BEFORE ANY SITE DISTURBANCE SHALL TAKE PLACE. CONTRACTOR SHALL ENSURE 774AT TREES TO BE SAVED ARE FLAGGED ALONG 774E LIMITS OF CLEARING AND PROTECTED. 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE WITH WASH RACK AS SHOWN ON THE PLANS CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONS7RUC77ON VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT GQN7i?QL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE WASH RACK UPHILL FROM THE PROPOSED SEDIMENT BASIN. ACSA WILL DETERMINE THE APPROPRIATE METHOD OF SUPPLYING THE WASH RACK. PARKING AND CONS77?UC77ON EN7RANCE AREAS SHALL BE CLEARED OF ALL VEGETATION, ROOTS, OR OTHER OBJEC77ONABLE MATERIALS BEFORE CONSTRUCTION ROAD STABILIZA77ON IS INSTALLED. 5. CONTRACTOR DOES NOT HAVE PERMISSION TO CLEAR CUT THE S17E PRIOR TO INSTALLING THE PERIMETER MEASURES AS SHOWN ON THE PHASE 1 E&S PLAN, CONTRACTOR SHALL EXPEDITE IPISTALLA77ON OF THE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES AND PROTECT THE S17E WITH THE LEAST AMOUNT OF TREE REMOVAL NECESSARY TO INSTALL THESE MEASURES INSTALL THE IN177AL CONS7RUC77ON MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN SHEETS THIS INCLUDES ANY MODIFICATIONS DEEMED NECESSARY BY THE ESC INSPECTOR TO THE EXIS77NG SEDIMENT BASINS ,41A & ,42, THE INSTALLA77ON OF PROPOSED SEDIMENT TRAPS ,41 & ,42, THE SITE's SILT FENCE AND PERIMETER DIVERSION BERMS STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, BERMS, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP KITH ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. CONTRACTOR SHALL ENSURE PHASE IIA LOTS 774A HAVE BEEN DEVELOPED, OR ARE BEING DEVELOPED, ARE NOT NEGA77VEL Y IMPACTED FROM THIS PROPOSED DEVELOPMENT. Z ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL, DRAINAGE IS PROPERLY CONVEYED TO 774ESE MEASURES, AND THE ESC INSPECTOR HAS GRANTED .APPROVAL, INE CONTRACTOR CAN BEGIN CLEARING THE SITE. 8. AFTER CLEARING THE PROPOSED AREAS, THE CONTRACTOR CAN FINISH ANY ROUGH GRADING OF THE S17E TO THE CONTOURS SHOWN ON THE PHASE 1 EROSION CON7ROL PLAN, 9, PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE S17E TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER 77 -IAN 3O DAYS. PERMANENT STABILIZA77ON SHALL BE APPLIED TO AREAS 7HAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. AFTER ALL PHASE 1 ESC MEASURES ARE INSTALLED, THE CONTRACTOR CAN INSTALL THE CONSIRUC77ON MEASURES AS :'SHOWN ON THE PHASE It EROSION CONTROL PLAN SHEETS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY ARID SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 11. THE CON7RACTOR SHALL THEN INSTALL THE UTILITIES, CURB AND GUTTER, AND ROADS. INLET PR07EC77ON SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. IF THE STONE F7L7ER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, 774E STONE MUST BE PULLED AWAY AND CLEANED ANDIOR REPLACED. 12. ONCE THE SITE HAS BEEN GRADED TO A POINT WHERE SEDIMENT BASIN #2 NEEDS TO BE FILLED FO? CON77NUED CONSTRUCTION ACTIVITY, THE CON7RACTOR SHALL REQUEST AND OBTAIN APPROVAL FROM THE ESC INSPECTOR TO REMOVE SB ,42. SEDIMENT BASIN ,42 SHALL BE PROPERLY DEWATERED AND FILLED, BUT ONLY AFTER THE INSPECTOR's APPROVAL AND 774E UPLAND RUNOFF IS DIVERTED TO EXISTING SEDIMENT BASIN #IA. 13. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON 774E PHASE 11 EROSION CONTROL PLAN. 14. ONCE PHASE II OF CONSTRUCTION IS COMPLETE, THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, 7HE CONTRACTOR CAN REMOVE THE EROSION & SEDIMENT CONTROL MEASURES„ INCLUSIVE" OF THE TWO PROPOSED SEDIMENT 7RAPS AND EXIS77NG SEDIMENT BASIN ,41A. NO 17EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. 15. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY 774E LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MAINTENANCE,! IN GENERAL, DURING CONSTRUC770N THE RLD OR CONTRACTOR ON-SITE WILL CIFIECK ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL, MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC ATTENTION KILL BE GIVEN TO THE FOLLOWING I7EMS. a.SEDIMENT BASINS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH 774E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 6.ALL INLET PR07ECIION AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY' FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL IW1LL BE REMOVED AND CLEANED, OR 1T WILL BE REPLACED, c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETFRIORA77ON OF 771E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON 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 FER77LIZED AND RESEEDED AS NEEDED. IN CASE OF CTHE PRIMARY CONTACT FOR THE PROJECT ONTRACTOR WILL BE THE RLD OR CONTRACTOR ON-S17E. THE ...__ RE DETE MMED AT TNF TWE THE CONTRACT IS .9 .- -_ CON -MC -ILL -J. _ - __._ _nAlTRACTQR WIJJ EMERGENCY, WAKUEIJ, lllV A(JUIlJtIN THE DEVELOPER MR?' J7t G`UNlAi.�1tU. UPON COMPLE77ON OF THE PROJECT 774E OWNER WILL BE RESPONSIBLE FOR S17FE MAINTENANCE. m17, BLOCK AND GRAVIS'L DROP INLET ];i WIRE SeRm =0VE X= wax �4+-h, '� i�I',. V..d A .` . .,fWM 'yM'�j� y.;74',1 �i �`, 1'� � b w+� s, i lY-i�lf t .3 �}' b.i r ,i r4f... y�a, ;�,.,fi,. ty+, i� #wpplitF'i���lt�� Iy�+','+.+�i;7+�'4 �a",g1a. ,n#i�ry��,��'"�wcw�'i.�2' ,111 + " SEOVAIENT`" 'l+®1�yiM* a.iirl'ft Ari k-'-, i T' ,`, sY a tPONDING O. t _,.. AGGREGATI t 111-38 1 1992 107 IRAVEL`.R. LAFL ' T SEDIMENT FILTER s, ma TSR: I Riir•N7F'F WATER --\ _ MW MUM ,-' .;-•,.....a-� - Pitt'E'RF� WA76R ,r d I �, . W I 1 1.. R,'q CMIEMIT: is1v7 1"e' -I Gt1lil4 IKUT MOM A"UW110N ' 1 &&HOD Of ktMNr P AN 19 AP?UCAULN AR CM 1fl9i,= Iflm R010MG llt4 ym. 7` Oy Tu I'WtJ ' If) NQT i,7gI:y 'SO OAvzs 1NOQN"RW= ON DAMAGE TO A111)4 ii WAUMU813 OD iMFRSIriE 722 ASA. -' nAVEL WAMI W MOT 012#287 Of. ra UOisM A G(tZ& somm Vlt. fAwc PIM 327 6 III.41 ALBEMARLE COUNTY CONSTRUCTION ENTMNCE RAIWJX SWALr VREM FLOW TO SE�dENT MIN �o' Mm, 3' SM -7A ASPHALT TOP COURSE 2x zs l"Hrl PAVEMENT ' 21A DIVERSION DITC7H SIDE ELEVATION AGGREGATE SASE EXISTING EDGE GROUND 70' MIN. EX. CURB OR ASPHALT PAVEO wASHRAcx E OF PAY'T I / PAVEMENT DrVEnON TH AT X MINIMUM WIDTIi AT TABLE 3.31.0 TABLE i 39-A "QUICK Trstp�RARV SEEDING PLANT MATrFP_C.ki S, SEEDT:NG RA`1' s AND DAiTus 51EEDING .'FATE , . -. NORTH' SIItuffb 'Water AppllicatiDn Sept. 1 - Feb. 15 ELEVATION IS 4.0' PLAN VIEW Dilinibrll Type. of Rate Pt,ANT SPECIES _;1 Sri SJ1S :SIS 5l1 Pl lel St • I�T1q$ Awry- low a to to to to nJ bo Asphalt Emuisicln ?A Coarse SpTay j;2w Feb. 16 - Apr, 30 4l34o R)IS 114 41IU %;I I1.JI5 iLofium multi f1prum) OAT -5 t 1, R}t4 tq) It ,„ ' 1 4a 1c Actytic fmulsitar, NOTE: A MIMMUM WATER TRAP OF T" IS REQUIRED ,,;�`�l .., t h_ � 11 (Non -Traffic) 7:1 C"oarw Spray 450 . ib �_- - I Tl t Fi $ vmii*&, i0_&, 3+i0151ti_ ( c l mut Isms .fin A! ) _ (Fra€frc) 3.5:1 C:mise Spray 35C A� - CORRECT TRUNK ARMORING Source: Va. DSWf I TRIANGULAR BOARD FENCE _,____ _-__ . _.-j kv V 2 liu, (yip t" 110 1.br„ `1_a It,. X - x ;X - =y: Clrk for law ExlI AiliArlllg, wt®ter (,Aw uwaAL0 not If_.ss than .5t1 An,) I tJ uw,vt. Ti leistee w1e1 nerd Jew V) _. __ Z � ...-- ttuiiur>,m GERMAN MILLET Jul fit. APgR-m I Ih. t .w_.._ K _ 0 w - ivarm,;umn Annul, N 0 fimt t. ` iktaw t� Lu Lu €rant. Islay be A $drsi< to s"lrumt m ) G m w m Aes. ANNUAL Re'' 1RASS° 60 Litt.. Ise,. Tix;-. '� - � :x'i , .�`. h.i�.y Lir. aal,. ma e�;., �lr,ll $.d-L-hut5 �18i �[6_L•".r�..unW w nut dkf' nn5t 4txmis. l Ina lhs, a� I:n � watm-&. pe"nmlwx #y LcNEIGFt s Lij th.Talcraryhoo,t*3qR . 1b4 - 1 MAY aadu4d, i.yGtiry6 bi>iU- Wjm to tTsaam KOREAN __- 21 lbt!. Appear I'A :£ - X ;1: - W&M realwxn Wiasrzd ]tVnrW, I PEDEZA5 ILus. Te+lera<tes wis4 guile May tae t l. -Pt 0e !3 - osi- " Ni_ariliun Pietlt4lomt a tMountain xtgiun. See Plats 1.22.1 and 3.2T -Z.. N, Soutlalem Pied p oml and Coastal l'Wn, " may tv ust4 33;k vavv crap WWI spring sewing,. 1Vla 1bCsl. tl as a covcr crop With fall a atl :. 'li i4' ,ay W plan t,'6 uu th datm, - Hilal t ' Yob plaltwd tw= thea. d tts, J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND INTO 774E TRENCH. 4. BACKFILL AND COMPACT 7HE EXCA VA TED SOIL. V.,, ✓ `I Itr1 $ I11 ¢I., A f� c7.+'.'µ. 11 W ;fix" <. Y. } e �v 1 ti . is .. < �> +--i Y f I F� EXTENSION OF FABRIC AND WIRE INTO 774E TRENCH. VSMP PLAN AMENDMENT PROPOSED CHANGES: AREVISED LOCATION OF SEDIMENT TRAPS #s AND #2 TO CREATE A FILL AREA ON THE SITE. AREVISED LIMITS OF DISTURBANCE AND LIMITS OF CLEARING. EROSION CONTROL NOTES & NARRATIVE PURPOSE.- THE PURPOSE OF THIS LAND -DISTURBING AC77WTY IS TO CREATE 774E ROADWAY, SINGLE FAMILY HOMES ACANIS FOR THE PHASE IIB PORTION OF THE BELVEDERE SUBDIVISION. THE TOTAL ACREAGE' TO BE DISTURBED WITH THIS593 ACRES 3EX1S77NGSITE CONDI77ONSTHE EXIS77NG S17E 1S A VACANT HILLY PARCEL THAT IS PAR77ALLY WOODED AND CLEARED. THE DUNLORA0 IS LOCATED TO THE SOUTH, BELVEDERE PHASE 2A (PLATTED, EXIS77NC & APPROVED FOR CONSTRUCTION) IS LOCATED TO THE NORTH AND WEST, AND A RAILROAD & NORTHRELDS ARE LOCATED TO THE' NORTH. TO THE EAST IS UNDEVELOPED WOODED LAND. 774E S17E IS GENERALLY WELL DRAINED WITHOUT PRESERVED AND MANAGED STEEP SLOPES. EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO 774E EXIS77NG SITE SLOPE AND PR07ECT THE PERIMETER AND ADJACENT PROPER77ES. ADJACENT AREAS.• THE S17E" IS POS17IONED TO THE NORTH AND WEST OF BELVEDERE PHASE 2A. OFESI7E LAND DISTURBANCE.- NO OFFSITE DISTURBANCE IS PROPOSED BEYOND 774E BELVEDERE LIMITS, O.7HER THAN WHAT IS LIMITED TO PUBLIC RIGHT-OF-WAY. CRITICAL AREAS,• TREE PRESERVA77ON AREAS & ADJACENT LOTS ARE ONLY PROPOSED TO BE IMPACTED WHERE NECESSARY SOILS: SEE SOILS BOUNDARIES ON THE EROSION AND SEDIMENT CONTROL PLAN PHASE I SHEET AND DESCRIP77ONS ON THIS SHEET. SEQUENCE OF CONS7RUCRON: 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRF CONS7RUC77ON MEE77NG AS REQUIRED, 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT 774E APPROVAL FROM THE INSPECTOR ON THE PROJECT: J. CONTRACTOR SHALL IDEN77FY THE LIMITS OF DISTURBANCE AND INSTALL TREE PR07EC77ON FENCING WHERE INDICATED ON THE PLANS BEFORE ANY SITE DISTURBANCE SHALL TAKE PLACE. CONTRACTOR SHALL ENSURE 774AT TREES TO BE SAVED ARE FLAGGED ALONG 774E LIMITS OF CLEARING AND PROTECTED. 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE WITH WASH RACK AS SHOWN ON THE PLANS CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONS7RUC77ON VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT GQN7i?QL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE WASH RACK UPHILL FROM THE PROPOSED SEDIMENT BASIN. ACSA WILL DETERMINE THE APPROPRIATE METHOD OF SUPPLYING THE WASH RACK. PARKING AND CONS77?UC77ON EN7RANCE AREAS SHALL BE CLEARED OF ALL VEGETATION, ROOTS, OR OTHER OBJEC77ONABLE MATERIALS BEFORE CONSTRUCTION ROAD STABILIZA77ON IS INSTALLED. 5. CONTRACTOR DOES NOT HAVE PERMISSION TO CLEAR CUT THE S17E PRIOR TO INSTALLING THE PERIMETER MEASURES AS SHOWN ON THE PHASE 1 E&S PLAN, CONTRACTOR SHALL EXPEDITE IPISTALLA77ON OF THE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES AND PROTECT THE S17E WITH THE LEAST AMOUNT OF TREE REMOVAL NECESSARY TO INSTALL THESE MEASURES INSTALL THE IN177AL CONS7RUC77ON MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN SHEETS THIS INCLUDES ANY MODIFICATIONS DEEMED NECESSARY BY THE ESC INSPECTOR TO THE EXIS77NG SEDIMENT BASINS ,41A & ,42, THE INSTALLA77ON OF PROPOSED SEDIMENT TRAPS ,41 & ,42, THE SITE's SILT FENCE AND PERIMETER DIVERSION BERMS STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, BERMS, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP KITH ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. CONTRACTOR SHALL ENSURE PHASE IIA LOTS 774A HAVE BEEN DEVELOPED, OR ARE BEING DEVELOPED, ARE NOT NEGA77VEL Y IMPACTED FROM THIS PROPOSED DEVELOPMENT. Z ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL, DRAINAGE IS PROPERLY CONVEYED TO 774ESE MEASURES, AND THE ESC INSPECTOR HAS GRANTED .APPROVAL, INE CONTRACTOR CAN BEGIN CLEARING THE SITE. 8. AFTER CLEARING THE PROPOSED AREAS, THE CONTRACTOR CAN FINISH ANY ROUGH GRADING OF THE S17E TO THE CONTOURS SHOWN ON THE PHASE 1 EROSION CON7ROL PLAN, 9, PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE S17E TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER 77 -IAN 3O DAYS. PERMANENT STABILIZA77ON SHALL BE APPLIED TO AREAS 7HAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. AFTER ALL PHASE 1 ESC MEASURES ARE INSTALLED, THE CONTRACTOR CAN INSTALL THE CONSIRUC77ON MEASURES AS :'SHOWN ON THE PHASE It EROSION CONTROL PLAN SHEETS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY ARID SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 11. THE CON7RACTOR SHALL THEN INSTALL THE UTILITIES, CURB AND GUTTER, AND ROADS. INLET PR07EC77ON SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. IF THE STONE F7L7ER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, 774E STONE MUST BE PULLED AWAY AND CLEANED ANDIOR REPLACED. 12. ONCE THE SITE HAS BEEN GRADED TO A POINT WHERE SEDIMENT BASIN #2 NEEDS TO BE FILLED FO? CON77NUED CONSTRUCTION ACTIVITY, THE CON7RACTOR SHALL REQUEST AND OBTAIN APPROVAL FROM THE ESC INSPECTOR TO REMOVE SB ,42. SEDIMENT BASIN ,42 SHALL BE PROPERLY DEWATERED AND FILLED, BUT ONLY AFTER THE INSPECTOR's APPROVAL AND 774E UPLAND RUNOFF IS DIVERTED TO EXISTING SEDIMENT BASIN #IA. 13. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON 774E PHASE 11 EROSION CONTROL PLAN. 14. ONCE PHASE II OF CONSTRUCTION IS COMPLETE, THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, 7HE CONTRACTOR CAN REMOVE THE EROSION & SEDIMENT CONTROL MEASURES„ INCLUSIVE" OF THE TWO PROPOSED SEDIMENT 7RAPS AND EXIS77NG SEDIMENT BASIN ,41A. NO 17EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. 15. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY 774E LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MAINTENANCE,! IN GENERAL, DURING CONSTRUC770N THE RLD OR CONTRACTOR ON-SITE WILL CIFIECK ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL, MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC ATTENTION KILL BE GIVEN TO THE FOLLOWING I7EMS. a.SEDIMENT BASINS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH 774E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 6.ALL INLET PR07ECIION AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY' FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL IW1LL BE REMOVED AND CLEANED, OR 1T WILL BE REPLACED, c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETFRIORA77ON OF 771E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON 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 FER77LIZED AND RESEEDED AS NEEDED. IN CASE OF CTHE PRIMARY CONTACT FOR THE PROJECT ONTRACTOR WILL BE THE RLD OR CONTRACTOR ON-S17E. THE ...__ RE DETE MMED AT TNF TWE THE CONTRACT IS .9 .- -_ CON -MC -ILL -J. _ - __._ _nAlTRACTQR WIJJ EMERGENCY, WAKUEIJ, lllV A(JUIlJtIN THE DEVELOPER MR?' J7t G`UNlAi.�1tU. UPON COMPLE77ON OF THE PROJECT 774E OWNER WILL BE RESPONSIBLE FOR S17FE MAINTENANCE. m17, BLOCK AND GRAVIS'L DROP INLET ];i WIRE SeRm =0VE X= wax �4+-h, '� i�I',. V..d A .` . .,fWM 'yM'�j� y.;74',1 �i �`, 1'� � b w+� s, i lY-i�lf t .3 �}' b.i r ,i r4f... y�a, ;�,.,fi,. ty+, i� #wpplitF'i���lt�� Iy�+','+.+�i;7+�'4 �a",g1a. ,n#i�ry��,��'"�wcw�'i.�2' ,111 + " SEOVAIENT`" 'l+®1�yiM* a.iirl'ft Ari k-'-, i T' ,`, sY a tPONDING O. t _,.. AGGREGATI t 111-38 1 1992 107 IRAVEL`.R. LAFL ' T SEDIMENT FILTER s, ma TSR: I Riir•N7F'F WATER --\ _ MW MUM ,-' .;-•,.....a-� - Pitt'E'RF� WA76R ,r d I �, . W I 1 1.. R,'q CMIEMIT: is1v7 1"e' -I Gt1lil4 IKUT MOM A"UW110N ' 1 &&HOD Of ktMNr P AN 19 AP?UCAULN AR CM 1fl9i,= Iflm R010MG llt4 ym. 7` Oy Tu I'WtJ ' If) NQT i,7gI:y 'SO OAvzs 1NOQN"RW= ON DAMAGE TO A111)4 ii WAUMU813 OD iMFRSIriE 722 ASA. -' nAVEL WAMI W MOT 012#287 Of. ra UOisM A G(tZ& somm Vlt. fAwc PIM 327 6 III.41 ALBEMARLE COUNTY CONSTRUCTION ENTMNCE RAIWJX SWALr VREM FLOW TO SE�dENT MIN �o' Mm, 3' SM -7A ASPHALT TOP COURSE 2x zs l"Hrl PAVEMENT ' 21A DIVERSION DITC7H SIDE ELEVATION AGGREGATE SASE EXISTING EDGE GROUND 70' MIN. EX. CURB OR ASPHALT PAVEO wASHRAcx E OF PAY'T I / PAVEMENT DrVEnON TH AT X MINIMUM WIDTIi AT r ' TR pplHIS'�c TABLE i 39-A "QUICK REFERENCE FOR ALL REGIONS" ALDHEST'VFS USED FOR DUST CONTROL OEVICE - Planting DiAes 'Water AppllicatiDn Sept. 1 - Feb. 15 ELEVATION IS 4.0' PLAN VIEW Dilinibrll Type. of Rate MUST EXTEND FULL WIDTH OF � -�- 3 _ I -w-'� I 1 �{u4i':I � i�, I4%_ft§"i 1t#n l %loms/Acte SET 1 1/2" WATER & 50-100 Anionic Cereal (Winter) Rye . Asphalt Emuisicln ?A Coarse SpTay j;2w Feb. 16 - Apr, 30 �;12Mft Latex Emulsion 12.5:1 Fine Spray 235 iLofium multi f1prum) May 1 - Aug 31 Resin in our 4:1 Fine Spray 300 3 SECTION A -A Actytic fmulsitar, NOTE: A MIMMUM WATER TRAP OF T" IS REQUIRED ,,;�`�l .., t h_ � 11 (Non -Traffic) 7:1 C"oarw Spray 450 . ib �_- - I r5-) PAVED TEMP CONST T cgil,c Emulsion ecu ATS _ (Fra€frc) 3.5:1 C:mise Spray 35C A� - CORRECT TRUNK ARMORING Source: Va. DSWf J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND INTO 774E TRENCH. 4. BACKFILL AND COMPACT 7HE EXCA VA TED SOIL. V.,, ✓ `I Itr1 $ I11 ¢I., A f� c7.+'.'µ. 11 W ;fix" <. Y. } e �v 1 ti . is .. < �> +--i Y f I F� EXTENSION OF FABRIC AND WIRE INTO 774E TRENCH. VSMP PLAN AMENDMENT PROPOSED CHANGES: AREVISED LOCATION OF SEDIMENT TRAPS #s AND #2 TO CREATE A FILL AREA ON THE SITE. AREVISED LIMITS OF DISTURBANCE AND LIMITS OF CLEARING. EROSION CONTROL NOTES & NARRATIVE PURPOSE.- THE PURPOSE OF THIS LAND -DISTURBING AC77WTY IS TO CREATE 774E ROADWAY, SINGLE FAMILY HOMES ACANIS FOR THE PHASE IIB PORTION OF THE BELVEDERE SUBDIVISION. THE TOTAL ACREAGE' TO BE DISTURBED WITH THIS593 ACRES 3EX1S77NGSITE CONDI77ONSTHE EXIS77NG S17E 1S A VACANT HILLY PARCEL THAT IS PAR77ALLY WOODED AND CLEARED. THE DUNLORA0 IS LOCATED TO THE SOUTH, BELVEDERE PHASE 2A (PLATTED, EXIS77NC & APPROVED FOR CONSTRUCTION) IS LOCATED TO THE NORTH AND WEST, AND A RAILROAD & NORTHRELDS ARE LOCATED TO THE' NORTH. TO THE EAST IS UNDEVELOPED WOODED LAND. 774E S17E IS GENERALLY WELL DRAINED WITHOUT PRESERVED AND MANAGED STEEP SLOPES. EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO 774E EXIS77NG SITE SLOPE AND PR07ECT THE PERIMETER AND ADJACENT PROPER77ES. ADJACENT AREAS.• THE S17E" IS POS17IONED TO THE NORTH AND WEST OF BELVEDERE PHASE 2A. OFESI7E LAND DISTURBANCE.- NO OFFSITE DISTURBANCE IS PROPOSED BEYOND 774E BELVEDERE LIMITS, O.7HER THAN WHAT IS LIMITED TO PUBLIC RIGHT-OF-WAY. CRITICAL AREAS,• TREE PRESERVA77ON AREAS & ADJACENT LOTS ARE ONLY PROPOSED TO BE IMPACTED WHERE NECESSARY SOILS: SEE SOILS BOUNDARIES ON THE EROSION AND SEDIMENT CONTROL PLAN PHASE I SHEET AND DESCRIP77ONS ON THIS SHEET. SEQUENCE OF CONS7RUCRON: 1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRF CONS7RUC77ON MEE77NG AS REQUIRED, 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT 774E APPROVAL FROM THE INSPECTOR ON THE PROJECT: J. CONTRACTOR SHALL IDEN77FY THE LIMITS OF DISTURBANCE AND INSTALL TREE PR07EC77ON FENCING WHERE INDICATED ON THE PLANS BEFORE ANY SITE DISTURBANCE SHALL TAKE PLACE. CONTRACTOR SHALL ENSURE 774AT TREES TO BE SAVED ARE FLAGGED ALONG 774E LIMITS OF CLEARING AND PROTECTED. 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE WITH WASH RACK AS SHOWN ON THE PLANS CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONS7RUC77ON VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT GQN7i?QL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE WASH RACK UPHILL FROM THE PROPOSED SEDIMENT BASIN. ACSA WILL DETERMINE THE APPROPRIATE METHOD OF SUPPLYING THE WASH RACK. PARKING AND CONS77?UC77ON EN7RANCE AREAS SHALL BE CLEARED OF ALL VEGETATION, ROOTS, OR OTHER OBJEC77ONABLE MATERIALS BEFORE CONSTRUCTION ROAD STABILIZA77ON IS INSTALLED. 5. CONTRACTOR DOES NOT HAVE PERMISSION TO CLEAR CUT THE S17E PRIOR TO INSTALLING THE PERIMETER MEASURES AS SHOWN ON THE PHASE 1 E&S PLAN, CONTRACTOR SHALL EXPEDITE IPISTALLA77ON OF THE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES AND PROTECT THE S17E WITH THE LEAST AMOUNT OF TREE REMOVAL NECESSARY TO INSTALL THESE MEASURES INSTALL THE IN177AL CONS7RUC77ON MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN SHEETS THIS INCLUDES ANY MODIFICATIONS DEEMED NECESSARY BY THE ESC INSPECTOR TO THE EXIS77NG SEDIMENT BASINS ,41A & ,42, THE INSTALLA77ON OF PROPOSED SEDIMENT TRAPS ,41 & ,42, THE SITE's SILT FENCE AND PERIMETER DIVERSION BERMS STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, BERMS, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP KITH ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. CONTRACTOR SHALL ENSURE PHASE IIA LOTS 774A HAVE BEEN DEVELOPED, OR ARE BEING DEVELOPED, ARE NOT NEGA77VEL Y IMPACTED FROM THIS PROPOSED DEVELOPMENT. Z ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL, DRAINAGE IS PROPERLY CONVEYED TO 774ESE MEASURES, AND THE ESC INSPECTOR HAS GRANTED .APPROVAL, INE CONTRACTOR CAN BEGIN CLEARING THE SITE. 8. AFTER CLEARING THE PROPOSED AREAS, THE CONTRACTOR CAN FINISH ANY ROUGH GRADING OF THE S17E TO THE CONTOURS SHOWN ON THE PHASE 1 EROSION CON7ROL PLAN, 9, PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE S17E TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER 77 -IAN 3O DAYS. PERMANENT STABILIZA77ON SHALL BE APPLIED TO AREAS 7HAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. AFTER ALL PHASE 1 ESC MEASURES ARE INSTALLED, THE CONTRACTOR CAN INSTALL THE CONSIRUC77ON MEASURES AS :'SHOWN ON THE PHASE It EROSION CONTROL PLAN SHEETS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY ARID SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 11. THE CON7RACTOR SHALL THEN INSTALL THE UTILITIES, CURB AND GUTTER, AND ROADS. INLET PR07EC77ON SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. IF THE STONE F7L7ER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, 774E STONE MUST BE PULLED AWAY AND CLEANED ANDIOR REPLACED. 12. ONCE THE SITE HAS BEEN GRADED TO A POINT WHERE SEDIMENT BASIN #2 NEEDS TO BE FILLED FO? CON77NUED CONSTRUCTION ACTIVITY, THE CON7RACTOR SHALL REQUEST AND OBTAIN APPROVAL FROM THE ESC INSPECTOR TO REMOVE SB ,42. SEDIMENT BASIN ,42 SHALL BE PROPERLY DEWATERED AND FILLED, BUT ONLY AFTER THE INSPECTOR's APPROVAL AND 774E UPLAND RUNOFF IS DIVERTED TO EXISTING SEDIMENT BASIN #IA. 13. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON 774E PHASE 11 EROSION CONTROL PLAN. 14. ONCE PHASE II OF CONSTRUCTION IS COMPLETE, THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, 7HE CONTRACTOR CAN REMOVE THE EROSION & SEDIMENT CONTROL MEASURES„ INCLUSIVE" OF THE TWO PROPOSED SEDIMENT 7RAPS AND EXIS77NG SEDIMENT BASIN ,41A. NO 17EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. 15. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZA77ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY 774E LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MAINTENANCE,! IN GENERAL, DURING CONSTRUC770N THE RLD OR CONTRACTOR ON-SITE WILL CIFIECK ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL, MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC ATTENTION KILL BE GIVEN TO THE FOLLOWING I7EMS. a.SEDIMENT BASINS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH 774E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 6.ALL INLET PR07ECIION AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY' FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE IF THE GRAVEL IS CLOGGED BY SEDIMENT THE GRAVEL IW1LL BE REMOVED AND CLEANED, OR 1T WILL BE REPLACED, c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETFRIORA77ON OF 771E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON 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 FER77LIZED AND RESEEDED AS NEEDED. IN CASE OF CTHE PRIMARY CONTACT FOR THE PROJECT ONTRACTOR WILL BE THE RLD OR CONTRACTOR ON-S17E. THE ...__ RE DETE MMED AT TNF TWE THE CONTRACT IS .9 .- -_ CON -MC -ILL -J. _ - __._ _nAlTRACTQR WIJJ EMERGENCY, WAKUEIJ, lllV A(JUIlJtIN THE DEVELOPER MR?' J7t G`UNlAi.�1tU. UPON COMPLE77ON OF THE PROJECT 774E OWNER WILL BE RESPONSIBLE FOR S17FE MAINTENANCE. m17, BLOCK AND GRAVIS'L DROP INLET ];i WIRE SeRm =0VE X= wax �4+-h, '� i�I',. V..d A .` . .,fWM 'yM'�j� y.;74',1 �i �`, 1'� � b w+� s, i lY-i�lf t .3 �}' b.i r ,i r4f... y�a, ;�,.,fi,. ty+, i� #wpplitF'i���lt�� Iy�+','+.+�i;7+�'4 �a",g1a. ,n#i�ry��,��'"�wcw�'i.�2' ,111 + " SEOVAIENT`" 'l+®1�yiM* a.iirl'ft Ari k-'-, i T' ,`, sY a tPONDING O. t _,.. AGGREGATI t 111-38 1 1992 107 IRAVEL`.R. LAFL ' T SEDIMENT FILTER s, ma TSR: I Riir•N7F'F WATER --\ _ MW MUM ,-' .;-•,.....a-� - Pitt'E'RF� WA76R ,r d I �, . W I 1 1.. R,'q CMIEMIT: is1v7 1"e' -I Gt1lil4 IKUT MOM A"UW110N ' 1 &&HOD Of ktMNr P AN 19 AP?UCAULN AR CM 1fl9i,= Iflm R010MG llt4 ym. 7` Oy Tu I'WtJ ' If) NQT i,7gI:y 'SO OAvzs 1NOQN"RW= ON DAMAGE TO A111)4 ii WAUMU813 OD iMFRSIriE 722 ASA. -' nAVEL WAMI W MOT 012#287 Of. ra UOisM A G(tZ& somm Vlt. fAwc PIM 327 6 III.41 ALBEMARLE COUNTY CONSTRUCTION ENTMNCE RAIWJX SWALr VREM FLOW TO SE�dENT MIN �o' Mm, 3' SM -7A ASPHALT TOP COURSE 2x zs l"Hrl PAVEMENT ' 21A DIVERSION DITC7H SIDE ELEVATION AGGREGATE SASE EXISTING EDGE GROUND 70' MIN. EX. CURB OR ASPHALT PAVEO wASHRAcx E OF PAY'T I / PAVEMENT DrVEnON TH AT X MINIMUM WIDTIi AT r ' TR pplHIS'�c ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" DESIGN WATER OEVICE - Planting DiAes SS -Ties lbs, acre Sept. 1 - Feb. 15 ELEVATION IS 4.0' PLAN VIEW MUST EXTEND FULL WIDTH OF � -�- 3 _ I -w-'� I 1 �{u4i':I � INGRESS AND EGRESS OPERATION SET 1 1/2" WATER & 50-100 HYDRANT WI11-1 FROST Cereal (Winter) Rye . PROOF 3'A60VE Feb. 16 - Apr, 30 �;12Mft GRADEHYDRANTA GRADE AND 4- iLofium multi f1prum) May 1 - Aug 31 OFF EDGE OF PAVEMENT. 3 SECTION A -A 1J,�'', 14_ t- 4l"";fI r \ NOTE: A MIMMUM WATER TRAP OF T" IS REQUIRED ,,;�`�l .., t h_ � 11 WITH A MINIMUM WASH HOSE 01A. OF 1.5" . ib �_- - I r5-) PAVED TEMP CONST EW ecu ATS _ FILM= roc ENTSKROEMn a' CONFACM SOIL � 3' MDUMUM � ! i ... !_ it Ir- T��T ���511 ,_ ,I� 11 " _. s ( - 1 �Il r I I� qgp, W woo 00%9 00 TEMPORARY 18" DIVERSION BERM gr wo' 3_01 i SAFETY FFAT C17 PER5PEGTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE MEtAL FENCE Source: Adapted from Coawed Plastic=s and Plate 1-01-t 1992 338 . TABLE 3,31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" f\�c~L t Rate Planting DiAes SS -Ties lbs, acre Sept. 1 - Feb. 15 50150 Mix of Annual. Ryegrass � -�- 3 _ I -w-'� I 1 �{u4i':I � (Lolium multi-lltarum IFFFiI+ i & 50-100 Cereal (Winter) Rye . 'Saul !��) Feb. 16 - Apr, 30 Annual Ryegrass 60-100 FENCE iLofium multi f1prum) May 1 - Aug 31 German Millet 50 3 (Setaria 1talle) 1992 338 . ______ ___] FENCING AND ARMORING P f\�c~L t 1r `' 11 11 h \/I , ` � -�- 3 _ I -w-'� I 1 �{u4i':I � IFFFiI+ i Lu .u+ Il a i- I FV+CE - FENCE P"Smc €L -C:; CORRECT METHODS OF TREE FENCING 3 1J,�'', 14_ t- 4l"";fI r \ ,,;�`�l .., t h_ � 11 . ib �_- - I - I , �f I A� - CORRECT TRUNK ARMORING I TRIANGULAR BOARD FENCE _,____ _-__ . _.-j 01,17, JO35791.1h, Z r-' Cj Luw z 0 z w VI z J O 0 0 C Q) vl C: C h z Lu Lu z Q V tJ V) Lu Z � 0 kn t 0 w d t� Lu Lu m ) G m w t� H w a - w I:n � W Lij � _' 3 U) 0 CL 43)v w -� d 5 0 ¢ 01 E w _y f3 Ui w E: rJ) 0 :~ U 73 U, C 0 U 0 C: 0 6 C3 1 t- 0 p W 'j" W E A' T M, J. -J j WO 'Z J4 SEDIMENT TRAP #1 DETAIL EXISTING PROPERTY LINE (TYP.) j/ SCALE 1"=20' -Y < -v , 4, E STONE WEIR OUTFAfj LL ,ALL X -'X- Y�, .. .. ....... i_x - ----- -4S•8 ---------- - - VWIDE TOP OF DAM VARD L . ...... OFIT —46o BELVEDERE BOULE OH T OHT OHT (X rr OH T C OFIT J Z r, `V-`,,` v,! 464 uj REVISED LOCATION OF SEDIMENT TRAPS #1 AND #2 TO CREATE A FILL AREA ON THE SITE. 0 z AREVISED LIMITS OF DISTURBANCE AND LIMITS OF CLEARING. u U) ,%ME= LIJ Z Lu SEDIMENT TRAP #2 DETAIL SCALE 1"=20' uj ,,1111 C6 18.0' WIDE STONE WEIR OUTFALL 0 CL rjvc .... . ............... , V J (v •w 0 6' WIDE TOP OF DAM X— —x --466 LU V) --464_111.1. r. uj 0 y look 10� E 468 ul Z) v) uj w <468 ❑ Ld r uj LLI 46Ltf:: z cn CD z 0� < z Is a w 01 UJ 1z v 6& J4 -D uj 0 t 0 LLJ PROPOSED DIVERSION (D > (D 64 46 WITH DOWNSLOPE SILT 4 C:) FENCE AND TREE CD UJ x PRO­TECTIO N.'L,(Typ.) 4681- 470 uj ❑ En r uj E Lu . ..... PROPOSED SAFETY FENCE, INSTALL SIGNS "WARNING QUICK SAND, KEEP OUT" JOB NO. 1521 1 1111 -QU,ICK r I 0 V) ------ SAND, KEEP OUT" GRAPHIC SCALE 71 "" -- SCALE j- V Uk� 20 0 10 20 44D ao 1 =4 0 q m 0dvy5- --LOT.L64', LOT -57 ef IN FEET ) -z SHEET NO. 4A Vr 1 inch = 20 ft. -F NG PRO w1l W IRE El EXISTI PERTY LINE CffP.) SF 0 BA --IKINCi '19 . . ...... jkCKIN6' TREE g_LEAP 3 P.):� t7t77� �'777. 7 w �-UH,l 77 _77 58 2 _E "P.) -T-77 ------- SCOT COLLJNSZ _T OHT -7-466' OHT 77�7� w/WIRE EXISTING PROPERTY -LIN —450� ____ZRH --- EXISTING 0 EAD BACKING 0 6 U Lic. No. 035791,!h�, Y LINE CFYP.) 470 UTILIT 6o sl SS S u m NT��_7777777_9 `J�YIOXAL 'lip �OH �T- 0.. __0 .... ...... 1 0 SAF E CE, -1 "OH, 0 T t PROPOSED WIRE BACKED ILT FEN --- - - ------ CE KEYED I NT 0, 'EXISTING S INSTALL SIGNS "WARNING' T - k __45 PROPOSED SAFETY FENCE, GROUND SHALL BE INSTALLED ON THE DOWNSLOPE SEWER LINE,,(TYP.) QUICK SAND KEEP OUT" INSTALL SIGNS "WARNING OHT OHT SIDE OF THE RIDGE WHERE GRADING IS PROPOSED AT (D OH QUICK SAND, KEEP OUT" 77-0-0H T� 466 ra a _0H -Z: -- ----- - --- --- V --------------- �V' -x US NOTE: PROPUbU) LAVLKNUN t5tKFVl. 0 ALI," CONTRACTOR 472_-- _010 CATION 0 SED NEW---,, P970POSED NE SLOPE IS MAINTAINED, 28" BERM HEIGHT 474 IVERSION BERM (TYP.) PROPO Lu uj I PROVIDED,&BERMISSTABILIZEDASA y- LOCATION 3F&- - - LOCATION 0 FIRST STEP IN DISTURBANCE (TYP.) -SEDIMENTTRAP# PROPOSED NOTE: PROPOSED DIVERSION BERM. SEDIMENTTRAP# u u DRAINAGE CONTRACTOR SHALL ENSURE POSITIVE IONAL LIMITS' I Z, 14 PROPOSEDADDIT 0 _478 DIVIDE� (TYP.) SLOPE 15 MAINTAINED,:t8" BERM HEIGHT 4DD )D) OF DISTURBANCE 5.14 ACRES I z z .-PROVIDED, & BERM 15 STABILIZED AS A x FIRST STEP IN DISTURBANCE (TYP.) DID 6 U 2: U U Ln CO Lu Lu PROPOSED ADDITIONAL LIMITS uj :3 _j _j 2 -4 < < ST #2, 0 ------- .... OF DISTURBANCE 5.3.4 ACRES OP SEDFILLAREA 111 0 uj w PROPOSETILL AREA 2.97 ac. '6§1ED LOCA 6TION OF PROP 7EEPER z Lu L PROPOSED SLOPES S7EEPER > DIVERSION BERM (TYP.) H I THAN 3:3. SHALL BE PLANTED WIT JUNIPERI .. .... ... .... 494 rL .............. ...... UJ Ili U) (n > > uj Lu Uj ST#. 2.04 ac. C) 0 . . . .. ...... L N ��'SEDIM ENT TRAP #2 196 w[WIR APPROVED LOCATIOt /'BACKING . ......... DIVERSION BERM (TYP.) P PRTVt OF' lDIVERSION BERM (TYP.) DLOC S00 CO AFFRUVED LOCATION-- r uj PROVED LIMITS OF .. ..... ... .. . . . . . . OF SEDIMENT -TM P #i !� co ;5� V1 'APPROVED LIMITS OF TYP. DISTURBANCE, ANCE, Typl. 0 ac. TE: EEAPPROVED RA 1NAGE DNIDE F TOTAL AREA=i3.79 ac. NOTE:' SEE APPROVED LIJ V I ALAREA=13 N s.79 ac. p L BELVEDERE 1113 VSMP PLAN BELVEDERE 1113 VSMP PLAN .'(psl APPROVEDSEDIMENT" (WPO -2m6 -7i) FOR ARI -2oi&7i) FOR AREAS (WPO APPROVE LIMITS OF wl rHIN APPROVED LIMITS ITS WITHIN APPROVED LIM DISTURBANCE,'TYP. TOTAL AREA=13.79 "ac. OF DISTURBANCE OF CF) PROPOSED FOWLERSTREET IN' CPT NIAKTAINS �EDIMENT TOTAL AREA=3 X( %A1N #iNsWATERSHED .79 ac. DISTURBANCE, TYP. .3 cyi CN I_4 4 -9 L0T J-, T LOT"43 4f 0"F 4'/ x cy) BELVEDERE'SOULEVARD . ..... ............. ? 04 z 7 0) 57 MATCHLIN -SEE APPROVED'ELVEDERE 'I V MPP N (WPO -201 Q) Lu VV 'y 7 w jP). 7" Lu 0 .1 AF OF% - VT— Lu U) V F. f�, 'fj t_ C6 Y� LLJ F 6 sDT 0 0 uj LE BOULEVAR PSI BELVEDER, :D uj uj 0 (D 1, K i it< I Lu w UJU) FKOPERTI� 1,70 UMITS "P 0 uj uj > uj LER STP Ctjl f� & MA JTAj q&SEDIMENT_-, 0 -7 0 T PROPOSED FOW FET IS IN LOT 1-7(,' 17 BAS INATERS�'ED > LOT 51" L T Lo .RSiONS ARE SHOW"I ALONG THE PERATER OFF x I QFLVEDEREflA NDITSINFRAS 'JCT'U)RE.lt4TI--�EEVEf,4TII&LOTS THE DNER9 WILL LIKELY fJ BE I NS ARE S OF Lu GRAPHIC SCALE ELOPED E 40 20 40 w I0 ISO Lu 0 Ln 7 4, JOB No'. IN FEET 1 inch 40 f+- - - ---- ---- TH r - S T R C T4 ILIJNS�� (!Lloc.� No. L �� _NAj I T S CALE 1 =401 u L -0 REVISED LOCATION OF SEDIMENT TRAPS #i AND #2 TO CREATE A FILL AREA ON THE SITE. SHEETN; (n LO - r je W - -------- 'i- �V ';4 ------ 5A