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Home My WebLink AboutSDP200800186 Plan - Approved 2009-04-01OWNER CAMILLE M. AND KURT PHILLIPS 4462 BLUFTON ROAD CROZET, VA 22932 CONTACTS OWNER/DEVELOPER CAMILLE M. AND KURT PHILLIPS DBA GREEN HOUSE COFFEE, LLC 434) 823-9909 LANDSCAPE ARCHITECT JOAN ALBISTON, RLA 434) 295-6618 EMAIL: JOAN@ALBISTON.US ENGINEER CHRISTOPHER SONNE, PE 434) 361-1443 (OFFICE) 434) 996-1752 (MOBILE) EMAIL: CHRIS@SUSTAINABLE-SITES.COM INDEX: COVER SHEET S 1.1 - EXISTING CONDITIONS & FINAL SITE PLAN S2.1 - PLANTING PLAN C 1.1 - PAVING & DRAINAGE PLAN C2.1 - EROSION & SEDIMENT CONTROL PLAN NOTES: ZONING: DOWNTOWN CROZET DISTRICT (DCD) MAGISTERIAL DISTRICT: WHITEHALL COUNTY & STATE: ALBEMARLE COUNTY, VIRGINIA PROPOSED USE: COFFEE SHOP MAX. ACREAGE OCCUPIED BY COFFEE SHOP, POST- DEVELOPMENT: .698 AC (30,406.22 S.F.) MAX. SQUARE FOOTAGE FOR COMMERCIAL USE: 1,485 S.F. MAX. EMPLOYEES: 4 WATERSHED: BEAVER CREEK RESERVOIR WATER SUPPLY WATERSHED ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES FINAL SITE PLAN ALBEMARLE COUNTY, VA DECEMBER 2008 General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal -vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). VICINITY MAP SCALE: I" = 600' CIVIL & PLA /VSPR, EPARED 9K- ALBISTON ASSOCIATES 921 Royer Drive, Charlottesville, VA 22902 P 434/295-6618, F 434/295-6628, www.albiston.us ENVIRONMENTAL SERVICES, LLC SITE PLANNING & DESIGN - ENVIRONMENTAL CONSULTING - 1 91 SATINWOOD LANE N ELLYSFORD, VIRGINIA 22958 434) 36 1 - 1 443 WWW. S U STAT NAB LE -S ITE SS. C O M r of NM 0 IMI f I-01 ORA APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING o(i 0( zoo ENGINEER INSPECTIONS ARB 04lot"( DEPARTMENT OF FIRE RESCUE o3_ ALBEMARLE COUNTY SERVICE A THORITY o os VIRGINIA DEPARMENT OF TRANSPORTATION Jeal M ajO 6(r) 04 HEALTH DEPARTMENT N Gr&-) N/F KRISTINA E. DAVIS OR JARED W. STRICKLER O I _ \ 56A1 -0 -00-109A0 °,.,° 20'9f NITAIRS/jR SINGLE-FAMILY EX'TG ECLSID —f EA&MENT (TYP.) RESIDENTIAL c VEG ATI Db 979/177 \ N/F CRAIG MASON DOUGALD OR — —• ELIZABETH STRAUSS D. DO_UC1ALB___ NOTE: OUTBILDING ENCROACHMENT AND EXTG W q6 J 56A 1-01-00-1 1900 JOINT DRIVE ADDRESSED AT SINGLE-FAMILY RESIDENTIAL DB 1754/533 & DB 1748/465 6CTG SHED ° ADJACENT HOUSE EXTG CONCRETE S51' 10'50"E 410 56' 1 WAIV REK W. SANDRIDGE OR – I kRY M. SANDRIDG ` R-2 1-01-00-10700 R 10800SINGLE-FAMILY RESIDENTIAL EXTG DECIDUOUS V ETATION—,,, cn EXTG EXTG CARPORT JOINT ASPHALT DRIVE — SHED EXTG OW 4" SHED SEWER CLEANOUTIT, RYER EXTG BUILDING I STORY EXTG CONC PORCH EDG b EXTG DRIVE \ \ \ TAX MAP & PARCEL EXTG 56Al-zA .Q,0- 12000 PORCH O% AC (30,7 -S.. — ORKSCRF ILCOW C MY N/F RICHARD T. HARRIS 20 NS I' I ' ' W (429. O — — — OR PRISCILLA J. HARRIS \\ 203.61' R-2 \ / loop 2 EXTG RIVER BIRCH 56A I -01-00-12100 SINGLE-FAMILY I \ / / N/F LSF5 CAVALIER INVESTMENTS LLC RESIDENTIAL / %\ N/F DIA yE IoVHI' d1 I i GO CT CORPORATION SYSTEM JdNNHENRY WHITE LSF5 CAVALIWNYESTMENTS DCD DCp GOVT-20RPORATION SYSTEM 56A I -0 140-12400 56A 1-01-00-1 2200 DCD COMMERCIAL MULTI -FAMILY RESIDENTIAL / / 5CAOMMERC2400 STING CONDITIONS PIAN rVT.- \/Ef-r rA ^k1 TP% CA"CCV I \ 01 i i E PLAN ND: PROPERTY BOUNDARY STREAM BED STREAM BUFFER BOUNDARY TREE LINE loo— — — — — — — EXISTING 2' CONTOUR 700— — NEW T CONTOUR 700 .......... MODIFIED T CONTOUR WATER LINE 8 son OVERHEAD ELECTRIC LINE SS PUBLIC SANITARY SEWER PRIVATE SANITARY SEWER BENCHMARK LANUJI..Ar1F%" 1 6" - 15" HEIGHT SEE SHEET C 1.1) i i 18' X 24' POROUS CONC TERRACE & WALK EXTG BIRCH TO BE REMOVED Of -91 ADJACENT BRICK WALL HEIGHT BETWEEN 5'-1 1 " AND 8'-5" WATER AND SEWER NOTES: PEAK WATER & SEWER FLOW RATES USAGE: RESTAURANT (50 GPD PER SEAT) NO. OF SEATS: 28 DAILY WATER & SEWER FLOW = 50 GPD X 28 SEATS = 1,400 GPD TYP. OPERATING HOURS PER DAY: 14 AVERAGE HOURLY FLOWRATE = 1,400 GPD/(14 HRS * 60 MIN/HR) = 1.7 GPM PEAK FLOWRATE = 4.5 X AVERAGE RATE = 4.5 X 1.7 GPM = 7.5 GPM PEAK PLUMBING FIXTURE DATA RESTROOMS: 2 (MAX), EACH WITH I WATERCLOSET AND I SINK I DISH SINK I UTILITY SINK I DISHWASHER (3 GPM PEAK WATER DEMAND) SITE NOTES: DATUM REFERENCE FOR ELEVATION: NAD83 TOPOGRAPHY SOURCE: CES, LLC SITE TOPO DATED 9-2-2008 SURVEY SOURCE: SL KEY, INCORPORATED, LAND SURVEYORS & PLANNERS, DATED SEPTEMBER 20, 1999 MAXIMUM POST -DEVELOPMENT IMPERVIOUS COVER:.09 AC MAXIMUM AMOUNT PAVED PARKING AND VEHICULAR CIRCULATION AREAS: 5,878 S.F. (2,305 S.F. IMPERVIOUS, 3,573 S.F. POROUS) NO 25% OR GREATER SLOPES EXIST WITHIN AREA OUTSIDE OF 50' STREAM BUFFER, WHERE DEVELOPMENT IS PERMITTED BY ALBEMARLE COUNTY. NO STORM DETENTION PONDS, STRUCTURES, OR PIPES EXIST ON SITE. NO STORM DRAINAGE FACILITIES ARE PROPOSED FOR SITE. REFER TO SHEET C 1.1 FOR STORMWATER MANAGEMENT PLAN. SITE SERVED BY EX'TG RESIDENTIAL SANITARY SEWER AND WATER CONNECTIONS. NO EASEMENTS EXIST FOR PRIVATE SERVICES. TWO STANDARD -SIZED ROLLING TRASH CANS TO BE LOCATED ON CONCRETE PAD REMAINING FOLLOWING REMOVAL OF EXTG SHED, SHRUBS MEETING COUNTY SCREENING STANDARDS ARE TO SCREEN TRASH CANS. NO AREA LIGHTING TO BE INSTALLED ON SITE. SIGNAGE TO MEET ALBEMARLE COUNTY SIGNAGE STANDARDS. EXTG CHERRY EXTG BIRCH ADJACENT BRICK WALL HEIGHT BETWEEN 5'-1 1 " AND V-5" I It g I I SCALE: I " = 20' I 1 I I 1 I OVERHEAD ELECTRIC LINE EDGE OF TRAVELWAY r EDGE OF PAVEMENT I i MULCHED BED CONC WALK (IMPERVIOUS) PROPOSED MAILBOX LOCATION X'TG WATER SERVICE b EXTG WATER METER EXTG 4' WIDE CONCRETE SIDEWALK TO REMAIN EDGE OF PRESCRIPTIVE ROW. PROPERTY WITHIN EXTG ROW TO BE DEDICATED TO VDOT UTILITY POLE EXTG 4' WIDE CONCRETE SIDEWALK TYP. SIDE - MINIMUM -AS AN ACCESSORY USE 3 FEET REAR (MINIMUM) 0 FEET PARKING SCHEDULE MINIMUM SPACES REQUIRED I SPACE MAXIMUM SPACES REQUIRED NO MAXIMUM TOTAL SPACES PROVIDED 8 TOTAL SPACES HANDICAPPED SPACES PROVIDED I VAN -ACCESSIBLE HANDICAPPED SPACE SIGHT TRIANGLES 1811II[P1Vlet: l4M:III 0p; bA S VEGETATION IN ROW ALONG 1-01-00-11900 AT CROZET TO BE TRIMMED TO ALLOW DISTANCE TO CREST OF HILL ZET AVENUE TO THE NORTH. OSED STREET TREE ING TREE I" = MINIMUM HEIGHT -BY RIGHT 30 FEET OR 2 STORIES MAXIMUM HEIGHT - BY RIGHT 50 FEET OR 4 STORIES EXTG MAXIMUM STRUCTURE HEIGHT 30 FEET EXTG MAXIMUM SHED AND CARPORT HEIGHT 14 FEET I APPROVALS N BUILDING AND PARKING DATA SCALE: I"= 20' BUILDING SETBACKS ENGINEER FRONT - MINIMUM I FOOT FRONT - MAXIMUM 10 FEET SIDE - MINIMUM (EXCEPT FROM ACCESSWAY 0 FEET OR ALLEY) ALBEMARLE COUNTY SERVICE AUTHORITY SIDE - MINIMUM (FROM ACCESSWAY OR ALLEY) 3 FEET SIDE - MAXIMUM 20 FEET REAR - MINIMUM 0 FEET PARKING SETBACKS FRONT - MINIMUM -AS AN ACCESSORY USE NO CLOSER TO ROW THAN ANY EXTG OR PROPOSED PRIMARY STRUCTURE ON LOT SIDE - MINIMUM -AS AN ACCESSORY USE 3 FEET REAR (MINIMUM) 0 FEET PARKING SCHEDULE MINIMUM SPACES REQUIRED I SPACE MAXIMUM SPACES REQUIRED NO MAXIMUM TOTAL SPACES PROVIDED 8 TOTAL SPACES HANDICAPPED SPACES PROVIDED I VAN -ACCESSIBLE HANDICAPPED SPACE SIGHT TRIANGLES 1811II[P1Vlet: l4M:III 0p; bA S VEGETATION IN ROW ALONG 1-01-00-11900 AT CROZET TO BE TRIMMED TO ALLOW DISTANCE TO CREST OF HILL ZET AVENUE TO THE NORTH. OSED STREET TREE ING TREE I" = MINIMUM HEIGHT -BY RIGHT 30 FEET OR 2 STORIES MAXIMUM HEIGHT - BY RIGHT 50 FEET OR 4 STORIES EXTG MAXIMUM STRUCTURE HEIGHT 30 FEET EXTG MAXIMUM SHED AND CARPORT HEIGHT 14 FEET I APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 64- 4q 01 *0 ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT Aj 4 ALBISTON ASSOCIATES 921 Royer Drive Charlottesville, VA 22902 P 434/295-6618 F 434/295-6628 www@abiston.us cd pi U.U ed 0 o4J 0 oV = L A N x O L VLu DATE: 09/ 15/08 REV. 10/20/06 12/22/08 03119/09 SCALE: SEE PLANS SHEET: OF MON NAME I ROOT ISIZE INOTES est Coast Schipkaensis' Laurel 5 gal d Sunset' Maple B&B I %-2" cal. 3 gal era -Heat' River Birch B&B I %-2" cal. 3 trunks nceton Sentry' Ginkgo B&B I %-2" cal. HEALTH DEPARTMENT tundiloba' Sweet Gum B&B1 2" cal, odar Cedar B&B 6-7' ht, ter Holly B&B 6-7' ht. tle Gem' Magnolia B&B 6-7' ht. est Coast Schipkaensis' Laurel B&B 6-7' ht. chn ' Eastern Arborvitae 1 5 gal 6-7' ht, ftumn Brilliance' Servicebeny B&B 34"- I %' cal. single trunk lerokee Princess' Dogwood B&B 34"- I %' cal. ierald' Eastern Arborvitae I B&B 4-5' ht. to Lu ken' Che laurel 5 gal 15"-18" ht. PLANNER/ZONING est Coast Schipkaensis' Laurel 5 gal 15"-18" ht. INSPECTIONS ionoides' Rhododendron 3 gal 15"-18" ht. DEPARTMENT OF FIRE RESCUE ckout Shrub Rose 5 gal 15"-18" ht. VIRGINIA DEPARMENT OF TRANSPORTATION KEY: EXISTING TREES TO REMAIN NOTES: PROPOSED TREES STREET TREE AND SCREENING REQUIREMENTS: STREET TREES REQUIRED: 2 STREET TREES PROVIDED: I NEW & I EXISTING SEE PLANTING PLAN BELOW FOR NOTES REGARDING 20' BUFFER BETWEEN SITE AND ADJACENT PROPERTIES WITH SINGLE-FAMILY DWELLINGS. MITIGATION REQUIREMENTS: DISTURBED AREA: 3,371 S.F. REQUIRED MITIGATION: 6,742 S.F. REQUIRED CANOPY TREES OR LARGE 6' HT EVERGREENS, AT TWO PLANTS PER 400 SF DISTURBED AREA: 17 REQUIRED UNDERSTORY TREES OR 4' EVERGREENS, AT TWO PLANTS PER 400 S.F. DISTURBED AREA: 17 REQUIRED SMALL SHRUBS, AT ONE PLANT PER 400 S.F. DISTURBED AREA: 17 PROPOSED VEGETATION SHALL MEET MITIGATION REQUIREMENTS FOR QUANTITY AND SIZE AT INSTALLATION. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT CONSERVATION PLAN CHECKLIST: The following items shall be shown on the plan: Tress to be saved; 0 Limits of clearing (outside dripline of trees to be saved); Q Location and type of protective fencing Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 1:1401;i017 INDILOBA' ETGUM CORKSCREW WILLOW, REMAIN AS STREET TREE 2. Markings: DAM trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ONo grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ETTree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment O eration and Storaga- ffHeavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. Soil Erosion and Stormwater Detention Devices: M% uch devices shall not adversely affect tree to be saved. b. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. To)* Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective ncing ng tobe retained within 40 feet of a proposed building or grading activity shall be protected by fencft shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shah be provided and a construction detail submitted for approval. 10. Tree Walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: lxWhen trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 -protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trans: fDamaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 1-) ,-% REQUIREMENTS. 44 ' 6- U'\' OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE DATE) 010 DATE) CG 041odloorr ilk ALBISTON ASSOCIATES 921 Royer Drive Charlottesville, VA 22902 P 434/295-6618 F 434/295-6628 www@a"ton.us O U O td b0Ecs` c 4J N O Ud. DATE: 09/ 15/08 REV. 10/20/08 12/22/08 03/19/09 SCALE: I" = 20' N SHEET: S2*1 OF5 710 I............................................................... L------ I I .................... 6.7 6.7 TOTAL DRAINAGE AREA (AC.) 0.72 0.72 CL a 5 5 ACRES WOODED AREA ("C" = 0.20) 1. 38' o ............. 0.10 PERVIOUS CEMENT PERVIOUS CONCRETE PAVEMENTS_ PREPARED BY THE PACIFIC SOUTHWEST CONCRETE ALLIANCE. 2. CONCRETE CONTRACTOR SHALL TAKE PARTICULAR CARE TO AVOID INSTALLATION PROBLEMS COMMON TO POROUS 0.00 CONCRETE, INCLUDING EXCESSIVE WATER ADDITION, EXCESSIVE WORKING OF PLACED CONCRETE, AND INADEQUATE MAXIMUM 3:1 SLOPE EXISTING POROUS CONCRETE...... fi--____ GRADE........... PARKING AREA PLACEMENT OF POROUS CONCRETE. t-•- e_- 0000 1 X SLOPE -- 12" YX of RETAINING WALL FILTER FABRIC 57 STONE ON SUBGRADE g"x.15". HIGH) .... I ..... ......11ATHICKNESS..........- ASPHALT PAVEMENT IF NECESSARY TO PROVIDE ADEQUATE SURFACE. I VARIES 4"-12") VDOT ENTRANCE PERMIT SWILL BE OBTAINED PRIOR TO COMMENCING WORK WITHIN VDOT RIGHT-OF-WAY. 7. I.................... STA 0+00 EXISTING SANITARY SEINER UNE SECTION A -A' SCALE: 1"=10'H, 1 =2.5'V b " CENTERLINE OF WET WEATHER STREAM I EXISTING CARPORT EXISTING SHED 710 STA 0+50 REMOVE EXISTING ASPHALT PVMT. EXISTING_, - SHED - - - 1.50 SM-9.OA ASPHALT SURFACE COURSE GEOTEXTILE LINER 4.5" #21A AGGREGATE BASE COURSE T PAVEMENT SECTION SCALE: NONE 6" POROUS CONCRETE (PARKING) 4" POROUS CONCRETE (PATIO do WALKS) IggRP`_COMPACTED BACKFILL MINIMUM 4" VDOT #57 VARIES AS SHOWN) POROUS CONCRET SCALE: NONE EXISTING HOUSE NEW ASPHALT DRWWAY AREA 4 t # # # # # # # # # # # 4 # 4 } # 4 # # # # t # } # # f } # t } } # } # # # # } # } # } # # # # # # # # # }, # # # }, # Ar } # } # # # # t # # # # - - - - PROTECTED # }## ## t # #{# t# #t1 ## ### # tt1 }} { ##+ }## {{4 }}"##{# # # ,w 4 #t# {t4 t}# ### ##r ### ##; ### ##; ### ### ### # # ##}, ##} t#} '#{ ##t t## ### ". { ## # STREAM BUFFER AREA #t t# t •} tt t# t} }t ## ## ## ## •. *# {' '{ ## }# t# a It 11 L,# # '{ '# '# t# t# ## ## ## ## #{ } t# t # # }It # # # # } # # } # # } # # t t # # # # # # # Jr. # .- ft Itf # # t } # # # # Ir ' # t#{ # t ## # } # # 4 # # t # # # # } } # } • # • # • t • # # '# '}#.. fit+ # - •- r# #t }# #{ #{ 11 it Ar all fAV # f # # # # # t # t 4 # # # # ttt ' #'t ' 'tt {tt {#' #{' #{' ##' ##' ## ## Ar 41 # }*#{ #t# #}{ ### {## t# {tt #t# {#t {#t #}t t## t{# }{# #{# }## }}} # } ##{ t}{ t # # # # } # } # } t # # # # # # # # # { } { # { # # # # # # # # # # # t t # # } # # } # { # } # t t # { # } t } t } t # # # # # # } t { # { # } # { # } } } } # } # } t # # # # # t};# ### ## ### ### ### #{+ '# };# #,# itAt Ar t# #''•, }„ {{; t{ Is t## f}{ t#{ t#{'#{'#{'t{'t}'t}'t{'t# # It Itt# # t# t'# ## t' t ##t #'t #'t #'t #t #}t ## 24• I \\ ' #a, t '# #'} }'} #'• #{ t# #}# {tom#-#'t 't t•t #tt }} ###' ##' t#' #{# #{{ ### '##'##'## #ttt #tt t#} # ' t#' t## #}# # tt###'# t{' #t'### }t'#}t{#}t r I t f} ## ## #} t# t# # t# { t## tit itt }}# to 11 tt tt# t} t} # t#t t#f t## t{t t##'##'t# I SANITARY - 12 WIDE #{ t} t# t{ t# t# '# '# '# '# '# t# tt t# ' GRAVEL STRIP #{}'##'{# ### ##} # t# #• # {## tf# tt• tt# }}# ### ##{ {# # SEWER # } # } # } # # # # # # } # EASEMENT ` {' #'' #"' }#' 4{' #{ 0 {' ##•## }#} } EDGE OF EXISTING { } t t • } t t t It t . ' # ' . ' } ' # Ar • ASPHALT PVMT. ''};'#; }{# #}# #t {# #.; #.; #.; #., }.; t}; #.; #. }## # t}# #f} #t} #t} #t# ### ##t }}t #4} ### #} { # MODIFIED AS SHOWN) }{ #t# }}t }## #t{ ##} ### #}} ##t }#t tt# #{t ## #} t ## #} ## ## ## ## #} # '# 3•R 100' RF"BUFFER - p ° o }; t}; #}; t#; •#; t## ##;'#; #'} p°## ### };# # ### t # t # t# ## # t# PAVEMENT PRE -DEVELOPMENT POST -DEVELOPMENT DESIGN STORM NOTES: 10 YR. RAINFALL INTENSITY, i (in/hr) 6.7 6.7 TOTAL DRAINAGE AREA (AC.) 0.72 0.72 TIME OF CONC., Tc (min) 5 5 ACRES WOODED AREA ("C" = 0.20) 1. POROUS CONCRETE PAVEMENT SWM. CONFORM TO THE RECOMMENDED SPECIFICATIONS FOR PORTLAND CEMENT 0.10 PERVIOUS CEMENT PERVIOUS CONCRETE PAVEMENTS_ PREPARED BY THE PACIFIC SOUTHWEST CONCRETE ALLIANCE. 2. CONCRETE CONTRACTOR SHALL TAKE PARTICULAR CARE TO AVOID INSTALLATION PROBLEMS COMMON TO POROUS 0.00 CONCRETE, INCLUDING EXCESSIVE WATER ADDITION, EXCESSIVE WORKING OF PLACED CONCRETE, AND INADEQUATE 0.31 CURING. PEAK FLOW (cfs)l 3. NOTIFY THE SITE ENGINEER (434-361-1443 OR CHRISOSUSTAINABLE-SITES.COM) AT LEAST 48 HOURS PRIOR TO PLACEMENT OF POROUS CONCRETE. 4. PLACE EXPANSION MATERIAL BETWEEN EXISTING ASPHALT DRIVE AND NEW CONCRETE, AND BETWEEN CONVENTIONAL AND POROUS CONCRETE. 5. DETERMINATION OF ADEQUACY OF EXISTING ASPHALT PAVEMENT SWILL BE MADE WHEN PAVEMENT INDICATED IS CUT AND REMOVED. ADDITIONAL SURFACE COURSE WILL BE PROVIDED OVER EXISTING ASPHALT PAVEMENT IF NECESSARY TO PROVIDE ADEQUATE SURFACE. 6. VDOT ENTRANCE PERMIT SWILL BE OBTAINED PRIOR TO COMMENCING WORK WITHIN VDOT RIGHT-OF-WAY. 7. MOUNT SIGN ON WALL: "KEEP RIGHT AFTER ALLEY". 8. CONVENTIONAL CONCRETE SIDEWALK SHALL CONSIST OF 4" 3000 PSI AIR -ENTRAINED CONCRETE WITH 4" VDOT 57 STONE BASE. n 0 N G m z c m NA k 00 0 THERE WILL ACTUALLY BE ZERO RUNOFF FROM POROUS CONCRETE SURFACES UNTIL ALL VOIDS IN CONCRETE AND STONE SUBBASE ARE FULL. ESTIMATED STORM CAPACITY OF PROPOSED POROUS CONCRETE SYSTEM IS 2.2" RAINFALL BEFORE RUNOFF BEGINS. DRAINAGE CALCULATIONS STORMWATER NOTES: 1. STORMWATER MANAGEMENT FOR THIS PROJECT IS ACCOMPLISHED UTILIZING POROUS CONCRETE PAVEMENT FOR NEW PARKING AND PATIO AREAS AND REPLACING SOME OF THE EXISTING IMPERVIOUS SURFACES AT THE SITE WITH POROUS CONCRETE OR LANDSCAPING. A PERMANENT EASEMENT SWILL BE PROVIDED TO ALLOW COUNTY ACCESS AND INSPECTION TO THIS STORMWATER MANAGEMENT BMP. 2. EXISTING IMPERVIOUS AREA FOR THIS SITE - 13.3% 3. PROPOSED IMPERVIOUS AREA FOR THIS SITE - 13.0% 4. NO STORMWATER TREATMENT BMP REQUIREMENT FOR THIS SITE DUE TO NO INCREASE IN IMPERVIOUS AREA. (HOWEVER, POROUS CONCRETE PAVEMENT DOES PROVIDE SIGNIFICANT STORMWATER TREATMENT IN ADDITION TO VOLUME CONTROL.) 5. BASED UPON FEMA FLOOD INSURANCE RATE MAPPING (FIRM) MAP #51003CO229D, PANEL 229 OF 575 FOR ALBEMARLE COUNTY, VIRGINIA, NO PORTION OF THE PROJECT SITE UES WITHIN THE 100 YEAR FLOOD PMN. 6. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED E&SC PLAN FOR THIS PROJECT (REFER TO SHEET C2.1). CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DEEMED NECESSARY TO PREVENT TRACKING OR STORM CONVEYANCE OF SEDIMENT ONTO PERVIOUS CONCRETE SURFACES DURING CONSTRUCTION. t t ' ' t # # # # t • t} t{ #} #} t} # '} NEW 4 WIDE 12•R - I t{t t## ttr t##'t}'•{' At t{ " it tt# #tt'tt CONCRETE I O O O O O O O O O O O O O O O O O O }} }# ## ## t{ ## +} f} ## ## ## } # O O O O O O O O O O O O O O O O O O # t} '# '+ '} '} '} t# ' '• 't '' SIDEWALKt# }'t #'# t# #t# 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '• ' t '* 64 SF BUILDING EXISTING BUILDING -_-- 1 ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ tt '. '. --I-- \ 3,51 SF O ° ° O ° O ° ° ° O O ° ° ° ° ° ° ° ° ° ° ° O ° O ° ° ° ° ° ° ° O ° O ° 0 ° ° 0 # #}f ### #{# ADDITION --- p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # # "' ##' -- _ -REMOVE EXISTING I POROUS CONC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- _______-- CONCRETE SIDEWALK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O ° 855 SF POROUS CONCRETE EXISTING SLOT -DRAIN ALONG PARKINGAR A o O O° o° p° p o° o° o° o° o° o° o° o° o° 00 ° o p° p° p° p° O° po 0 0 0 0 0 0 0 0 0 0 0 o p o p o 0 0 o OUTDOOR PATIO AREA AND ENTIRE PROPERTY BOUNDARY 3'R p o p o o p o ° p 0 0 0 0 0_ p _ o _ o _ o 0 0 0 0 0 WALKWAY (NO CURBING) o° po o° po° p ° o po°po o° p p ° p p ° p °p p ° p p Op O O O O° O° 8" ° p° po°po°po p0 O° o poop 0p0, p O p p o p o o p o o° oo° 0 0 0° o° po° p °° o O p° Ap°gyp Qp o0 00 o po LANDSCAPING WALL A I 6"-15" HIGH DUSTING RETAINING WALL I 6' 3' (TYP) VAN ACCESSIBLE HANDICAPPED SPACE STORMWATER MANAGEMENT PLAN SCALE: 1 " 10' I I 1 L ti 0 GRAPHIC SCALE 1 imh - 10 tL LEGEND PROPERTY BOUNDARY STREAM BED STREAM BUFFER BOUNDARY TREE UNE 700---- 2' CONTOUR RUNOFF DIRECTION it EXISTING IMPERVIOUS SURFACES t : ; ##: ; ##: ; ##: ; 4 # # # TO REMAIN EXISTING IMPERVIOUS SURFACES TO BE REMOVED PROPOSED IMPERVIOUS SURFACES TO BE ADDED PROPOSED PERVIOUS SURFACES APPROVALS PRE -DEVELOPMENT POST -DEVELOPMENT DESIGN STORM 10 YR. 10 YR. RAINFALL INTENSITY, i (in/hr) 6.7 6.7 TOTAL DRAINAGE AREA (AC.) 0.72 0.72 TIME OF CONC., Tc (min) 5 5 ACRES WOODED AREA ("C" = 0.20) 0.14 0.14 ACRES IMPERVIOUS ("C" = 0.90) 0.10 0.09 ACRES LAWN ("C" = 0.22) 0.49 0.39 ACRES POROUS CONCRETE ("C" = 0.22) 0.00 0.10 WEIGHTED "C" FACTORI 0.31 0.30 PEAK FLOW (cfs)l 1.48 1.48 THERE WILL ACTUALLY BE ZERO RUNOFF FROM POROUS CONCRETE SURFACES UNTIL ALL VOIDS IN CONCRETE AND STONE SUBBASE ARE FULL. ESTIMATED STORM CAPACITY OF PROPOSED POROUS CONCRETE SYSTEM IS 2.2" RAINFALL BEFORE RUNOFF BEGINS. DRAINAGE CALCULATIONS STORMWATER NOTES: 1. STORMWATER MANAGEMENT FOR THIS PROJECT IS ACCOMPLISHED UTILIZING POROUS CONCRETE PAVEMENT FOR NEW PARKING AND PATIO AREAS AND REPLACING SOME OF THE EXISTING IMPERVIOUS SURFACES AT THE SITE WITH POROUS CONCRETE OR LANDSCAPING. A PERMANENT EASEMENT SWILL BE PROVIDED TO ALLOW COUNTY ACCESS AND INSPECTION TO THIS STORMWATER MANAGEMENT BMP. 2. EXISTING IMPERVIOUS AREA FOR THIS SITE - 13.3% 3. PROPOSED IMPERVIOUS AREA FOR THIS SITE - 13.0% 4. NO STORMWATER TREATMENT BMP REQUIREMENT FOR THIS SITE DUE TO NO INCREASE IN IMPERVIOUS AREA. (HOWEVER, POROUS CONCRETE PAVEMENT DOES PROVIDE SIGNIFICANT STORMWATER TREATMENT IN ADDITION TO VOLUME CONTROL.) 5. BASED UPON FEMA FLOOD INSURANCE RATE MAPPING (FIRM) MAP #51003CO229D, PANEL 229 OF 575 FOR ALBEMARLE COUNTY, VIRGINIA, NO PORTION OF THE PROJECT SITE UES WITHIN THE 100 YEAR FLOOD PMN. 6. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED E&SC PLAN FOR THIS PROJECT (REFER TO SHEET C2.1). CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DEEMED NECESSARY TO PREVENT TRACKING OR STORM CONVEYANCE OF SEDIMENT ONTO PERVIOUS CONCRETE SURFACES DURING CONSTRUCTION. t t ' ' t # # # # t • t} t{ #} #} t} # '} NEW 4 WIDE 12•R - I t{t t## ttr t##'t}'•{' At t{ " it tt# #tt'tt CONCRETE I O O O O O O O O O O O O O O O O O O }} }# ## ## t{ ## +} f} ## ## ## } # O O O O O O O O O O O O O O O O O O # t} '# '+ '} '} '} t# ' '• 't '' SIDEWALKt# }'t #'# t# #t# 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '• ' t '* 64 SF BUILDING EXISTING BUILDING -_-- 1 ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ tt '. '. --I-- \ 3,51 SF O ° ° O ° O ° ° ° O O ° ° ° ° ° ° ° ° ° ° ° O ° O ° ° ° ° ° ° ° O ° O ° 0 ° ° 0 # #}f ### #{# ADDITION --- p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # # "' ##' -- _ -REMOVE EXISTING I POROUS CONC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- _______-- CONCRETE SIDEWALK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O ° 855 SF POROUS CONCRETE EXISTING SLOT -DRAIN ALONG PARKINGAR A o O O° o° p° p o° o° o° o° o° o° o° o° o° 00 ° o p° p° p° p° O° po 0 0 0 0 0 0 0 0 0 0 0 o p o p o 0 0 o OUTDOOR PATIO AREA AND ENTIRE PROPERTY BOUNDARY 3'R p o p o o p o ° p 0 0 0 0 0_ p _ o _ o _ o 0 0 0 0 0 WALKWAY (NO CURBING) o° po o° po° p ° o po°po o° p p ° p p ° p °p p ° p p Op O O O O° O° 8" ° p° po°po°po p0 O° o poop 0p0, p O p p o p o o p o o° oo° 0 0 0° o° po° p °° o O p° Ap°gyp Qp o0 00 o po LANDSCAPING WALL A I 6"-15" HIGH DUSTING RETAINING WALL I 6' 3' (TYP) VAN ACCESSIBLE HANDICAPPED SPACE STORMWATER MANAGEMENT PLAN SCALE: 1 " 10' I I 1 L ti 0 GRAPHIC SCALE 1 imh - 10 tL LEGEND PROPERTY BOUNDARY STREAM BED STREAM BUFFER BOUNDARY TREE UNE 700---- 2' CONTOUR RUNOFF DIRECTION it EXISTING IMPERVIOUS SURFACES t : ; ##: ; ##: ; ##: ; 4 # # # TO REMAIN EXISTING IMPERVIOUS SURFACES TO BE REMOVED PROPOSED IMPERVIOUS SURFACES TO BE ADDED PROPOSED PERVIOUS SURFACES APPROVALS DATE DEPARTMENT OF COMMUNITY DEVEL PMENT PLANNER/ZONING 0 °42mcl ENGINEER U INSPECTIONS ARB O DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT asma•' U J J w inY+ W U W W L Z < J a m z V J N z 7W I z v m Z mwLn m Z N N a M z W p D LK o n z z > QJ W J z I W W < J rn a 0 0 z mmloPiIER E SINE AJC. No. 021 3- (1-oq PAVING & DRAINAGE PLAN DRAWN: C.SONNE CHECKED: DATE: 915/08 PROJECT: 08007 WRITTEN DIMENSIONS REVISIONS: ON 9/20/08 ON THESE DRAWINGS 12/22/08 SWILL HAVE PRECE- DENCE OVER SCALE O /19/09 DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RES- PONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND BY THESE DRAWINGS. SHOWN S. O F: 5 N H o U a O Q,' W O U mmloPiIER E SINE AJC. No. 021 3- (1-oq PAVING & DRAINAGE PLAN DRAWN: C.SONNE CHECKED: DATE: 915/08 PROJECT: 08007 WRITTEN DIMENSIONS REVISIONS: ON 9/20/08 ON THESE DRAWINGS 12/22/08 SWILL HAVE PRECE- DENCE OVER SCALE O /19/09 DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RES- PONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND BY THESE DRAWINGS. SHOWN S. O F: 5 50' PROTECTED • : 4 • : # • ` • STREAM BUFFER AREA 44 : # : # 4 4 # # # # # # 4 # + # 4 4 # # 4: # # # 4 # # # ## 4 4 # 4, X X X X X X X - X \ PS xCS, I LEGEND PROPERTY UNE 696--- ------ LIMITS OF DISTURBED AREA D o POROUS CONCRETEk"'C-10-6 c EROSION & SEDIMENT CONTROL PLAN SSE: 1 M 10' GRAPHIC SCALE PROJECT DESCRIPTION The purpose of this project is to convert an existing house, located in downtown Crozet, Virginia, to a commercial coffee house. The project will require construction of a parking area, site entrance drive modifications. and addition of an outdoor patio seating area. The total disturbed area on this site will be 0.17 acres. Site construction is anticipated to begin in January, 2008 and to be completed within 3 months. PROJECT OWNER Camille and Kurt Phillips 4462 Blufton Road Crozet. VA 22932 434) 823-9909 EXISTING SITE CONDITIONS The existing 0.7 acro site consists of a relatively flat urban residential lot with an existing wood frame house. Drainage from the front of the existing site flows toward Crozet Avenue, and drainage from the rear of the este drains via sheat flow towards and existing drainage *wale to the north-northeast. Site slopes are mild, ranging from 3X to SX. ADJACENT PROPERTY The site is zoned DCD (Downtown Crozet District). and is abutted by DCD-zoned areas on all sides. SOILS Based upon the Soil Survey of Albemarie County, the predominant soil type at this site is Braddock loam. This soil consists of loam, gravely clay. very gravely sandy clay. and clay. CRITICAL AREAS No critical erosion areas were identified within the boundary of this site. The majority of the site is located within 100' of a drainage Swale that flows to a protected area (Beaver Creek Reservoir). Appropriate measures aro incorporated into this Plan to protect this resource. RESPONSIBLE LAND DISTURBER Christopher Sonne, PE Civil do Environmental Services, LLC 191 Satinwood Lane Nellysford, VA 22958 434) 361-1443 STORMWATER MANAGEMENT Stormwater management for this site shall be provided through the use of porous concrete pavement for the parking area and patio. This material will capture rainfall and encourage infiltration over the majority of the proposed hardscope for this site. This BMP, in addition to the removal of some existing pavement and concrete, with result in a net decrease of impervious area at the site. A permanent easement shall be provided to allow access and inspection of this BMP, in conformance with Albemarle County requirements. EROSION do SEDIMENT CONTROL MEASURES Unless otherwise indicated, all structural and vegetative erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Latest Edition. STRUCTURAL PRACTICES 1. Slit Fence - 3.05: Silt fencing will be placed as shown, downgrodient of the disturbed area. 2. Stabilization Blanksts/jMattlog, - 3.36• Soil stabilization blankets shall be placed and anchored as indicated to minimize sediment transport onto porous concrete areas. VEGETATIVE PRACTICES 13.31• All denuded areas that will remain undisturbed for over 30 days must be mulched and seeded within seven days. NI temporary earthen structures and berms must be seeded and mulched immediately following grading. 2. Permanent Surfing - 3.32• Permanent seeding shall be installed in the locations indicated on the plans as soon as practical after achieving final finished grade. MANAGEMENT STRATAGIES 1. Stabilize all areas upgrodient of porous concrete with stabilization blanket and seeding prior to or immediately following concrete placement. 2. Areas to receive porous pavement shall be protected from sediment laden runoff until all upgrodient areas are fully stabilized and established. 3. Contractor shall remove any soils deposited onto the public road or sidewalk in a timely manner to a broom -swept condition. 40 INS') i I=& - 10 !!. WHERE THERE IS A BERN AT THE TOP OF THE SLOPE. SANK THE MATERIAL OVER THE SEMI AND ANCHOR R BEHIND THE BERM. ORM MATi:RML DOWN TO A LEVEL AREA BEFORE TE MONATMIC THE WTALLAMON. TLRMI THE DID UNDER a AND STAPLE AT 12' MAER0LS. IMPERVIOUS AREAS TO REMAIN PROPOSED IMPERVIOUS AREAS E&SC MEASURES REFER TO VIRGINIA EROSION do SEDIMENT CONTROL HANDBOOK (VESCH), LATEST EDITION. SILT FENCE - 3.05 TS TEMPORARY SEEDING - 3.31 Ps PS PERMANENT SEEDING - 3.32 B/M B/M STABILIZATION BLANKETS/MATTING - 3.36 IMPERVIOUS AREAS TO BE REMOVED NTY E&SC NOT 1. The plan approving authority must be notified one week prior to the pro -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. NI erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. AH erosion and sediment control measures ars to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, 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. 6. 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. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during sitedevelopmentuntilfinalstabilizationisachieved. S. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. NI waste materials shall be taken to an approved waste area. Earth NII shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazardtopersons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the Petty 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acro, and in the months of September to February to consist a 50/50 mix of Annual "ran and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf. Alternatives aro subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 10001bs/acro and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801be/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Strew mulch is to be applied at 801bs/1009f. Alternatives aro subject to approved by theCountyerosioncontrolinspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Sift traps aro to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas aro to be reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes which aro collecting sediment to half their height must be cleaned and repaired immediately 20. All temporary erosion and sediment control measures aro to be removed within 30 days of final site stabilization, when measures aro no longer needed, subject to approval by the County erosion control inspector. ori. •.v ..l .t MI DrTCHM APPLY PROiIECI COVERING PARNIAL TO THE DNIEX. KX OF FLAW. USE CHECK SLOTS AS REOUMED. AMOID JOHN MATERNL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. SOIL STABILIZATION BLANKET - 3.36 SCALE: NONE 1. SET THE STAKES. 2. EXCAVATE A 4" X 4' TRENCH UPSLOPE ALONG THE LINE OF STAKES. s'IUX. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND R INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION PERSPECT1vE vlErh SILT FENCE - 3.05 SCALE: NONE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONMG ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGf IA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT Otto/laps/ 6- U J J N W U W N J Q H Z W Z 0 Z Z P J M Z 0 U J Z W F 0 W Z fA W 0 0 Z Z Z g IL W H OMM4 O.;7 J 0 U o T' NgSfgPIER E S01!!E LIC. NO. 020621 EROSION & SEDIMENT 120 CONTROL PLAN DRAWN: C.SONNE CHECKED: DATE: 12/10/08 PROJECT: 6=7 REVISIONS: 12/22/08 WRITTEN T"THHESEDIMENSIONS REVISIONS: 03/19/09 SHALL HAVE PRECE- DENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RES- PONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF C2m 1ANYVARIATIONFROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.