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HomeMy WebLinkAboutSDP200400106 Plan - Approved Final Site Plan and Comps. 2005-06-16SDO woY-106 / \ / \ � `, , � ♦ ` �1 ` \ '` / ` fit � ' � � / \ � / \ / .: \'t ,3 a° x.. d M ?� , M7 We , i ,y R i„ tf� r• a < r �;t r a, �'� . �� � .- :r ,;•. .� �''' � 'fit , � , p T 3 l JW: 'IIt. DRAWING NO. SHEET NO. TITLE CS-1 1 OF 16 COVER SHEET G-1 2 OF 16 GENERAL NOTES C-1 3 OF 16 EXISTING SITE CONDITIONS AND DEMOLITION PLAN C-2 4 OF 16 PHASING PLAN C-3 5 OF 16 SITE LAYOUT PLAN C-4 6 OF 16 SITE LAYOUT PLAN C-5 7 OF 16 GRADING PLAN C-6 8 OF 16 GRADING PLAN C-7 9 OF 16 WATER LINE AND `" 'a�V. ;RY SEWER PLAN AND PROFILE C-8 10 OF 16 STORM SEWER PLAN AND PROFILE C-9 11 OF 16 EROSION AND SE[`', AFNT CONTROL PLAN C-10 12 OF 16 EROSION AND. SEDIMENT CONTROL NARRATIVE DETAILS C-1 1 13 OF 16 STORM WATER MANAGEMENT NARRATIVE AND DETAILS C-1 1 A 13A OF 16 STORM WATER Dr_-T �hITION DETAILS L-1 14 OF 16 LANDSCAPE PLAN, NOTES AND SCHEDULES L-2 15 OF 16 LANDSCAPE PLA!"'! :NND SCHEDULES P-1 16 OF 16 PHOTOMETRIC PLAN DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING DATE ENGINEER _�,,,� iz'At,, 2aw DATE & BUILDING OFFICIAL /fl/G'! ���7 ARCHITECTURAL REVIEW BOARD DATE FIRE OFFICIAL A1M� � � OG� �•DS DATE ALBEMARLE COUNTY SERVICE AUTHORITY//e/ 6i �/�'7 DATE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE 4 ADJUSTED RIM ELEVATION ON ST 2-1 3 ALBEMARLE COUNTY ENGINEERING COMMENTS 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS I UPDATED SITE DATA AND INDEX OF SHEETS NO. REVISION AKS 3-30-05 AKS 3-21-05 AKS 3-2-05 JLW /-3-05 BY DATE N0. REVISION • BIa PROPOM U• 1' TRAILER PARK BY I DATE V �l vicil ITY MAP SC1• '.dE:1 '= 3000' AMY K.IG TA-SEPP . No 95 S�ifol0� %►�.. NAL . R T WE;11 o.12257 r--� 6-(,; _Qs rw. TRAILER PARK �4 N %..,,.a. SITE AT : OWNER/APPLICANT: ROUTE 240 LLC PRINCESS ANNE DEVELOPMENT, LLC P.O. BOX 35 IVY, VA 22945 ENGINEER: WW ASSOCIATES, INC ATTN: HERB WHITE, PE 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA 22901 TELEPHONE - (434) 984-2700 FAX — (434) 978-1444 SOURCE OF SURVEY: ROUDABUSH, GALE AND ASSOCIATES, INC. SOURCE Or .,:00GRAPHY: LOUISA AERIAL SURVEYS COUNTY, ALBEMARLE COUNTY, VA MAGISTERIAL. 0I RsCT: WHITE. HALL TAX MAP IRE`?,7_-NCE: 56 A(3)-6 56 A(2)-01-58 — 56 A(3)-7 56 A(3)— l ZONING: LIGHT INDUSTRIAL (ZMA 78-21) VA1982-23, EC —ENTRANCE COORIDOR SETBACK REQUIREMENTS: BUILDING — 50' FROM PUBLIC R.O.W. &• RA ZONING DISTRICTS PARKING — 10' FROM PUBLIC R.O.W. -- 30' FROM RA ZONING DISTRICTS MAXIMUM STRUC i I IRE HEIGHT: PROPOSED SELF STORAGE BUILDINGS = 13' PROPOSED OFFICE 'BUILDINGS = 26' EXISTING USES: PARKING AND RESIDENTIAL LOT ___ PROPOSED USES: SELF STORAGE FACILITY LAND USE SCHEDULE: EXISTING PROPOSED BUILDING 3,300 SQ. FT. 73,700 SQ. FT. (1.69 Ac.) 27.3% PAVED (OR GRAVEL) 155,000 SQ. FT. 96,000 SQ. FT. (2.20 Ac.) 35.6% OPEN SPACE 111,300 SQ. FT. 99,600 SO. FT. (2.29 Ac.) 37.1 TOTAL 269,300 SQ. FT. 269,300 SQ. FT. (6.18 Ac.) PARKING SCHEDULE: PROPOSED SELF STORAGE UNITS * NO PARKING IS REQUIRED FOR THE STORAGE UNITS. PROPOSED OFFICE FOR SELF STORAGE UNITS * 1,200 SQ. FT, GROSS 0 80% = 960 SQ. FT. NET 960 SQ. FT. NET @ 1 SPACE/200 SQ. FT. = 5 SPACES REQUIRED * 1,200 SQ. FT. RESIDENT MANAGER APARTMENT = 2 SPACES REQUIRED TOTAL PARKING REQUIRED FOR THIS SITE 7 PARKING SPACES REQUIRED 7 PARKING SPACES PROVIDED (INCLUDES 1 STD. H.C. SPACE) WATER RESOURCE AREA: THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA RESERVOIR WATERSHED: THE SITE LIES WITHIN THE BEAVER CREEK RESERVOIR WATERSHED EMPLOYEES: PROPOSED SELF STORAGE OFFICE — 1 EMPLOYEE FIRE PROTECTION & * BUILDINGS OVER 12,000 SQ. FT. WILL HAVE 3 HR RATED FIRE SEPARATION WALL BUILDING SEPARATION: * MINIMUM BUILDING SEPARATION IS 30 FEET TRASH: TRASH WILL BE STORED IN A DUMPSTER ON SITE —= ENGINEERS SURVEYORS t PLANNERS SSOCIATES 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, Va 24502 Charlonesville, VA 22901 Phone:434.582.6175 Pbone:434.9942700 www.wwassociates.net DESIGNED BY: PROJECT: DMJiJLW CHAIR.LOTTESVILLE SELF STORAGE AT CROZET DRAWN BY. ALBEMARLE COUNTY, VIRGINIA JLw TITLE: REVIEWED BY: COVER SHEET HF1"'1AKS W W A NUMBFR: FILE NAME: DISCIPLINE: SCALE: DATE: 204135.01 4I35CS.DGN CIVIL NTS 12101104 REVISION NUMBER.- 2 DRAWING NUMBER: CS_/ SHEET NUMBER: l OF 16 MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR SITE -GRADING, PAVING, UTILITY INSTALLATION AND DRAINAGE PURPOSES. 2. SOURCE OF TITLE: D.B.1890 PG.151 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY DOES NOT LIE IN A FLOOD ZONE. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 6.18 ACRES BASED ON A BOUNDARY LINE ADJUSTMENT. THE BOUNDARY OF THE TOTAL PARCEL AS SHOWN HAS BEEN DETERMINED FROM AN ACTUAL FIELD SURVEY PERFORMED BY ROUDABUSH, GALE AND ASSOCIATES, INC. 5. THE EXISTING TOPOGRAPHY IS BUILT FROM AERIAL SURVEY PERFORMED BY LOUSIA AERIAL SURVEYS ON MARCH 24, 2000. THE HORIZONTAL DATUM IS NAD83, STATE PLANE, VA SOUTH ZONE (U.S. SURVEY FEET) BASED ON A TIE TO VDOT CONTROL FOR PROJECT NUMBER 0649-002-158. THE VERTICAL DATUM IS BASED ON THE CORNER OF CONCRETE ALONG WEST SIDE OF EXISTING FREEZER WAREHOUSE, SEE SHEET 3 OF 10. ELEVATION: 665.82' 6. THE EXISTING ZONING FOR THIS AREA IS LIGHT INDUSTRIAL. (LI) 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 8. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION SUCH AS SERVICE, TYPE AND SIZE OF PIPE PRIOR TO CONSTRUCTION. ABBREVIATIONS BC BACK OF CURB BM BENCH MARK C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT HB HORIZONTAL BEND HC HANDICAP INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND LF LINEAR FEET LT LEFT MH MANHOLE NOTES: NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SS SANITARY SEWER ST STORM STA STATION STD STANDARD SW SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED WL WATERLINE WW WOVEN WIRE YDS YARDS 6"V 6" VALVE 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND .SYMBOLS SHOWN MAY NOT BE USED. GENERAL WATER .& SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS PRIOR TO THE BEGINNING ANY WORK. 2. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLAN. WHERE SHOWN, LOCATIONS ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRA!,rT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL SEWER INVERT ELEVATIONS ARE BASED ON ACSA GIVEN DATA. CONTFRACTOR SHALL FIELD VERIFY ALL INVERTS AND NOTIFY WW ASSOCIATES OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 582-6175. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH ROADWAY CONSTRUCTION NOTES VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. ON THE DRAWINGS. 2. STABLE SUBGRADE IS DEFINED AS SOLID,--UNDISTURBED-EARTH CAPABLE OF 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO BY THE ENGINEER. SECURE ACCEPTANCE OF ALL UTILITIES. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI COMPACTION OR REPLACEMENT AS REQUIRED. CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE 5. ALL BITUMINOUS SURFACE TO BE TYPE SM-9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. MADE WITHIN TEN FEET OF ANY FIRE HYDRANT. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM-25.0 (VDOT) UNLESS 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'.- OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. OTHERWISE OR NOTED ON THE PLANS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. OTHER FACILITIES. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE 1 f FOR UTILITIES M 1,1.,ED UNDER ROADWAYS AND/OR ASEMENT$ I Y A W GUTTERS ANC OR THE PONCE NG OF ANY WATER IN THE RO D AYE s ...r 10�,.,./ i. ,:i ir-'r-a�.v v,\✓.-r� rt✓r"1✓f.i...ir .. !`fir VoJ�Vrt .ter Y.J 1�.iTr.-��iiv c.:-.:`.. PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95� OF MAXIMUM DENSITY; IN ACCORDANCE 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, FACTORY MIXED, QUICK -DRYING, AND NON -BLEEDING. PAINT SHALL MEET AND 200.02 PER P.F.M. REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE TRUNCATED DOME DETECTABLE WARNING 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN FINISH, IN ACCORDANCE WITH VDOT STANDARD CG-12A. RAMPS SHALL NOT ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND EXCEED A MAXIMUM SLOPE OF 12:1. SEWER CONSTRUCTION SPECIFICATIONS. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE: COUNTY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. GENERAL NOTES 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS.. 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE SITE PLAN NOTES MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUMASTM 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND NO. 200 SIEVE. COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. it 1 A 1 1• 1 of 1 1 1 'i I 1 1 it 1 1 ll • BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER 4. ALL IN I LKNAL J I KLL I J AINU F AKKINU AKLAJ AKt I U bt I�KIVAI LLT CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL OWNED AND MAINTAINED. SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 5. ALL .INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PRIVATELY OWNED AND MAINTAINED. PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR (FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 7• ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ---- ---- - - --- ALBEMARLE COUNTY CODES. -- 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. FINISHED TO AVOID UNNECESSARY ADJUSTING. 9• SIDEWALKS ADJACENT TO TRAVELWAYS ARE 5 FEET WIDE UNLESS 5. ALL FINISHED GRADING SEEDING AND SODDING SHALL BE DONE IN f OTHERWISE NOTED SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT 6. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION OWNED AND MAINTAINED. DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WATER MAINS AND SANITARY SEWER. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL STANDARDS AND SPECIFICATIONS. CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 10. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO REQUIREMENTS. ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 11. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 12. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATERS OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR;'S AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS DESIGNEE DEEMS IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM 13. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS 1N THE FIELID TO TRAFFIC CONTROL DEVICES". ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. COORDINATION NOTES 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW► MITIGATION NOTES: ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 1. PORTIONS OF THE STORMWATER MANAGEMENT FACILITY (SWMF) CONSTRUCTED WITHIN . 3. THE CONTRACTOR IS TO VERIFY THAT ALL EASEMENTS, LETTERS OF THE STREAM BUFFER SHALL BE CONSTRUCTED IN A MANNER THAT LEAST DISRUPTS PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START THE NATURAL FUNCTIONS OF THE STREAM BUFFER. OF ANY CONSTRUCTION. 2. THE SWMF SHALL ALSO BE CONSTRUCTED USING ALBEMARLE COUNTY'S CURRENT BEST 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL MANAGEMENT PRACTICES (BMP'S). 3. ALL PROPOSED BMP'S SHALL EFFECTIVELY MITIGATE ADVERSE IMPACTS FROM THE EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN ENCROACHMENT ON THE STREAM BUFFER AND ITS NATURAL FUNCTIONS. COMPLETED, INCLUDING UTILITY POLES. STORMWATER MANAGEMENT CONSTRUCTION NOTES: 1. A GEOTECHNICAL STUDY OF THE SOILS TO BE USED IN CONSTRUCTING THE EMBANKMENT AS WELL AS THE EMBANKMENT FOUNDATION MUST BE COMPLETED. A GEOTECHNICAL ENGINEER CERTIFICATION OF THE ADEQUACY OF THE FOUNDATION AND SOILS TO BE USED IN THE EMBANKMENT IS REQUIRED BEFORE CONSTRUCTION BEGINS. 2. A GEOTECHNICAL INSPECTOR MUST BE PRESENT TO MONITOR THE CONSTRUCTION OF THE EMBANKMENT AND TEST CAMPACTION. THE MINIMUM COMPACTED DENSITY WILL BE 95% WITH THE MOISTURE CONTENT WITHIN 2% OF OPTIMUM. 3.. THE EMBANKMENT MUST BE CONSTRUCTED IN A MANNER TO MEET ALL THE REQUIREMENTS AND SPECIFICATIONS OF MINIMUM STANDARD 3.01 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. 4. PLEASE SUBMIT ALL REPORTS TO THE COMMUNITY DEVELOPMENT DEPARTMENT. 5. EMBANKMENT SLOPES ADJACENT TO DETENTION AND RETENTION BASINS MUST BE 3H:1V OR FLATTER (DSM, 503.1.E.) LEGEND EXISTING NEW DESCRIPTION --- =-45 5 cnioiJI AL Ag INDICATED ON SITE PLAN) +56.1 +56.1 SPOT ELEVATION rYlrYl rYIM TREE LINE HEDGEROW CENTER/EDGE OF STREAM C BOLLARD FENCE AND GATE EDGE OF PAVEMENT �- PROPERTY LINE TAX MAP LINE ----R74W - RIGHT-OF-WAY OVERHEAD POWER _- AND/OR TELEPHONE - - - - - - - SANITARY SEWER ---D----i ---�---I STORM DRAIN AND END WALL, TYPE AS INDICATED WATER LINE 1 w ,,, o f r• of,i - - - - - - - --486E-- UNDERGROUND ELECTRICAL - - - - - - - --416T•-- UNDERGROUND TELEPHONE ABANDONED OR REMOVED UTILITY STRUCTURE DEMOLISH OR ABANDON 'ffL-��] STRUCTURE C WATER METER FH FH FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION ® WATER VALVE SANITARY MANHOLE ST ST STORM MANHOLE DROP INLET SANITARY CLEAN OUT LIGHT POLE TELEPHONE POLE, WITH GUY AND ANCHOR -�j- 'POWER POLE SIGN 0 .TREE 4 BUSH RIPRAP IRON PIN PIN STATION EQUALITY ® BENCHMARK ---- a STORM STRUCTURE SST STRUCTURE SYSTEM -1 NUMBER NUMBER NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DESIGNED O� ENGINEERS OMJ/JLW �GZ DRAWN BY: C SURVEYORS .i Q ANY K. IGARTA-SEPP , ;p. �i.�'�'c��,%'3 U_w. - 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-21-05 No. 52 REVIEWED BY: 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 , _AssociATEs, HFWIAKS 147 Mill Ridge Road 1402 Grembrier Place WW A NUMBER: to Lynchburg, V a 24502 VA 22901 ! UPDATED SITE DATA AND INDEX OF SHEETS JLW I-3-05 SID 1y Phone: 434.592.6175 Phone: 434.9942700 N0. REVISION BY DATE NO. REVISION BY DATE NAL www.wwwsociates.nec 204135.0! 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REVISION BY DATE N0. RE',!ISION BY DATE DNAL www.wwa&wciatn and 1 204135.01 SHADING DENOTES APPROXIMATE LIMITS OF EXISTING CRITICAL SLOPES CRITICAL SLOPE DISTURBANCE APPROXIMATE AREA OF CRITICAL SLOPES WITHIN = CONSTRUCTION SITE APPROXIMATE AREA OF CRITICAL SLOPES WITHIN _ CONSTRUCTION SITE -" TO BE DISTURBED 5465 SQ. FT. 3880 SO. FT. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST SE USED ";;r ,,, ,...i ;r `. a t / It I :;� 60' 0 C40' PROJECT: CHARLOTTESVILLE SELF STORAGE ,AT CROZET ALBENLkRLE COUNTY, VIRGINU ///LL: EXISTING CONDITIONS AND DEMOLITION PLAN FILE NAME: DISCIPLINE: SCALE: DATE: 4135c01.dgn CIVIL 1' - 60' 12101104 /�.�► (r/�6/� REVISION NUMBER: DRAWING NUMBER: C-� SHEET NUMBER: 3 OF 16 - - �. - - / / _ - -- - - - - - -- - ' - ' - - ' �! 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SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 AssocmTEs HFW/AKS 147 Mill Ridge Road 1402 Greenbrier Plan WWA NUMBER: Lynchburg, Va 24502 VA 22901 I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 �s �(�! G Phone: 434582.6175 rhome: 434.984.2700 - N0. REVISION BY DATE N0. 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CQ / . . - - ...., i3u - - I / / .11 11 V ,' , i V J / / / / �\ . . . . . . . . . - - - - * r---, `O . . . . . V. . I \ / / /AT��-�I LI N/E' �'�� _ - - - - - - _ _ . ' . /' / -.' . 6 - ��, \.. 'I-, ° :. ,.... ' �/ Cp� T L E IF THIS DRAWING IS A REDUCTION / / �' - -• Y - •� . . - . . . - ` •\' - \ j - GRAPHIC SCALE MUST BE USED �i..� ��..�f. ■.�.. le a. �..�...�l�. .. �..�.. ■�.�.��� t. �..�..}i.. ��.��.. �..�..�.. �..�..�. �. ..'f................. .�..�.. ._. .. 1i. Sri �..�..�a. �..�.a �.. Y+.�..� ���..�..�a. �..�.a �.. �.. �.. �.. �.■�.��.. ������ ��• •i• ■. ■. �..�.a� ate .. �..�a. _ ■. �.����������.. �.��..����� �..�..�.��.�����. pia-.a-..� tea.tea. . . �■ ■ate.. .���� ■. �.��.�� . . - ate.. ■. . ■�.. ■. �.a�.. �.. �.. I � - . . . . . . . _ . . . . . . . . . . . . . . / . I . I . . I . . . "I \ \ ��-* 0, - , � . .. . - __5 /SEE D RAW I N C-;-- " ll�l , . . . K A P - - - - / I . \ , \ . . . . . . . . . . . . \�\ \ . , "\ (�) W - . � I- , , \ I C ,­ __ I � . 1, " . . . . . � __ .1 /' I -/ j/ - -- i -----_ .\ . 0. / / \ \ \ \ , ~ N. , V O \ . . . . . . . . I // / �' 11 / / // / ---_ -_ \ . .� / / / \ . 4j . (,\/ Q . . . . . I I . / 4 ADJUSTED RIM ELEVATION ON ST 2-1 AKS 3-30-05 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-21-05 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 NO. REVISION BY DATE IM) REVISION 30, 0 �o c ( ac DESIGNED BY: PROJECT: O" r o� L -lm ENGINEERS DMJ/JLW CHARLOTTESVILLE SELF STORAGE AT CROZET �Gsy >'' m;) I DRAWN BY: ALBEMARLE COUNTY, VIRGII�IA. ' SURVEYORS a-+ '1." JLW - U AIaIY K. ARTA-SEPP � PLANNERS TITLE: No.3 95 REVIEWED BY: GRADING PLAN Yd AssoclATES HFW/AKS U /u/psR, BY DATE I�NAL 147 MiR Ridge Road 1402 Greenbrier Place Lynchburg, Va 24502 Cbar1oftsvW VA 22901 Phone:434.582.6175 Phone:434.994.2700 www.wwassociates.net WWA NUMBER: 204135DI FILE NAME: 4135cO6.dgn DISCIPLINE: CIVIL SCALE: /' - 30' DATE: 12/01104 I REVISION NUMBER: 2 DRAW/NG NUMBER: C-6 SHEET NUMBER: 8 OF 16 J Nt _ � 1 7 �. l)/ d o I Q 5-(�lt�g5 �"JV9s 'd`'Y1 �' z I° ' 0� . .. .. � � � , 7 I . . . . . . . . / l f d _ l l l -_ it it d� ° I •d ` Q C� I \I .It 1N�S.. 0 y ,� �l7 O�NQZ.. ° O 5-(E1dgs dlN�t 8"x6 TEE & w .�77 -0�0 r r 6" .FIRE HYDRANT C --� 1Nb',�d �S - O �no ASSEMBLY. N �'1S _ - Jd9S �`X G SEWER TO OPEN CUT INSTALLATION _ \ _ i y �., ��,� - _�. - dW1 _ - f o Q7 SUBJECT TO VDOT PER IT MILL AND PATCH ASPH T 12','' PING --_ 25` ON EACH SID Sly E AND VAL 8'''`4'-6EN� / �.; OVERLAY WITH 1 22 1/2e BENS &"" SM-9.5A. 5 _ 11 e ,, , �M - _ N W TER WIT \• � ` 11 1/4 .BEND %- � '•� � -.8 -- - "'- •�' IC 'F 0 REVE 1 ti 20 UTILITY - 8 GATE. VALVE 1Nb'Q _EASEMENT 811GATE ALVE 8 DIP\ w' 1 0/7 \, Gr / _ 1 Z Jop8 ,\ _ _ , �O�/VQZ \��'" _ Cj \ �. �i� yr ''i • Os• d01 -- � Z10 `� r' ' �? __ Ib9S + - ,\ , • 9 �373 ° °- °Q _, =� ADJUST EX TING 0� �� -5- • � . � � � _ _ o do o - � RIM ELEVAT -.10GV oL9 •� 1`�� .i _ - _ _ - Qj ✓; �- �' Q �c/� CI? T _ CJ n8 9 '�1373 0 1-3 Ij o _�_ 8r BEN -.� _\ Tcp _ /. / o 0 1 L i� vv, i m cv -1 c o •, F - •p 1 I�HT o00 oN \ ; 1 , TEE- It IA . ;L. , FIRF --� NE . dUl ����dIJUQ .0. A 11JJ Iv/1.�L .. %% „ 6, � ,�4 111f, 1 1 vi1` 111 III�.MAN OLE 9, AND SERVICE LINE TQ/n, � ossssfL373/ oo'sLs A373 � goo ' � s \ o ���, M ELLVATIUNBE ABANDONED Zs o ;ld�� ,d0d01os- , o 0 0 , , �' _ �� �� 11 a s �373 �ooa \ 1/2 . 3E D �d �N 7� Ntj os s �0 del �ooa �L373 , o ' { .1. �, •i NEW _ 9 d0 dp \ - l o -n \ C� / c+— CD �373 oo'es 1 ,► d 1 1 6.5TIEc \ ry 'N!j N�A373 � \ � o \\ ? \ � s 9 MANHOLE / N �I 6 o f . -' / srAn, -E o PV ss �_.,�; _. __Acal- . . •--_.- A. C) - ti \,. c z y \ o� y • � � j �� � " o \'°' � . ,' . \> � � O � d�• -�c,' ` 4- ,.moo _ •=� Lp O 2 �, o x sS 26 TI THIS DRAWING IS A J a�`) o \ -'- -_ \ oISTAN�e �� REDUCTION / oy y • .\ �,° o y �GRAPHIC SCALE MUST BE USED �o 2 f /sT z+ p o - 0 10, 0 10' `y EgSMEN JJL DRAINgCE �ti��F ;' X �d /rIZ. 50' 0 50' 4 r _ OPEN CUT INSTAL XUON IL _ 25' 0 EACH SIDE i -+ ITD EA TH z a - -- 695 w 695 4. �- F-- W Z W tD O f� O to N O co }- ] cD . Q O to N • Q • e Z in 1V e m m U _— L6 co —i LLIN 00 W .- iell -- LO Its685m dNo M =W NW= ° N e N'� W W • ~ W II• w 11• 00 = co II. o O co it Ow II o _ w T_ h 685 - 00 + ♦ o x—J NMM N = mow JLij 00 V I `i"Y I '!v / r"' f-• V J r- r- E• • • _ I -••Q_iQVI r• V_ 675MOVE CON SECTION ?• ?• 675 ---- NAL-G So ING GRADE AltfAIM-3—MIN U 665 EW GRADE 665 L It l ---_ - - - - - - - AND INERMEDIA RISERS EXI TIC 6" AC A ATERLIN - - - - _ _ - - - 655 - - - - - - 655 i - NOTES: 645 15 STORK PIPE 645 " ADEQUATELY SUUPPPOtF D DURING _ PFUSES—Of CO UCTIO 635 -BREVE DAMAG E-F-LE= NOTE OF THE EWER MAIN. 635 TAP ON 2" WATER IV AIN I NNA TER O I�tftt. CTE-h UPI - SEWER A THORITY (WSA) ONTRA 0 WITH TH REFERENCE SPECIFICATIONS AND WI BE Q -�P ROVEDPRtCR- COORDINA.Tr ENGGIINEEEER A LEAST 4 HOURS ACCEPT CE OF SEWA E FLOW. PERFORM SAP—IS--S BJECT TO.- S A. INSPECTION AND P OVA.. 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 14+00 13+00 12+00 11 +00 10+00 AC DESIGNED BY: PROJECT: REVISION NUMBER: ="= DMJiJLW CHARLOTTESVILLE SELF STORAGE AT CROZET ENGiNEERS DRAWN BY: A�LBEIu RLE COUNTY, VIRGIN 2 0 �-L►, �'' S�YORS DRAWING NUMBER: U A�IIY K. IG TA-SEPP , PLAIl�WNERS JUN TITLE: - 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-211-05 No. 3695 REVIEWED BY: WATERLINE & SANITARY SEWER C-7 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3 2'-05 ' AssOCIATES Hl=WIAKS PLAN & PROFILE SHEET NUMBER: UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 147 M11 rage Road 1402 Cmednbcier Place WW A NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: L—/;q '31 1 oil IV Lynchburg, Va 24502 Chw1oftesvMle, VA 22901 NO- REVISION BY `s N� F, Phone: 434582.6175 Phone: 4314.9942700 DATE NO. REVISION BY DATE www.wwassociares.netc 204135DI 4135cO7.dgn CIVIL AS NOTED 12101104 9 OF �6 NOTE: ALL STORM SEWER PIPING SHALL -+'"� � C BE HDPE DOUBLE WALLED PIPE MEETING VDOT STANDARDS z 1 1 ST ELEv 1N- F657 00 .� gUILD1NG TOP OF Egg 00 j I . . ��*, _ . Z .' . . . :' : m m v m If o u Z . . . . . :. _ . . _ . < < ,� N . . . . u o I z :.: _ . ' :.:. :.:. I / F;N FL. GE STORAGE ELE� „ ° :. VOO�r . :: :'. r- (Dto�O : .-. :': • ��,1 ',;,\ .' \ g.00 i rncLn - o 0 0 00 0 I (4 C7 DO ' . ; �.Qz �,• O i _ •1` ` •,'- � it I. >. .' • ,' . • ' ... FIN. FL. � ` ,C�.'.-.'. ELV ROOF Vl G G OF O 1, `� O .-.-..-... G� (( O G� : :.:.: :.: O � � . . . . \ I I/ ,\ 1 .. , 11 � 1 1.•.. I N TOP oo� • . BUILD 669• ,, ELEV. '., �'. FIN. F5gO0 oo / VDOT DI-1 .'.'.'.�. . Off:. , .'.,� STORAGE e 1 I ` 1 ELEV - ROOF ;' TOP OF q CJ �70•o V 1 n 1 w . I .'. ELEv o ; -- ..�.,:.fc.. x- W ...:.� .�.. +�. -ST' 0 VDOT i_ - x -3 f L ------=f'/E ' ` ��•... %t, ...,n /� . ,�. %`.... %` ...�•...�.. %� '-' o r ` 3 ' o �, Q Z N o II . r -� � < �o '� z 11 0 11 . .-••.-.•. M o ►, o II Z -� — 46q- 4) �\ ` • ` .' .. •' �d .' ST ,� .�� • 3-1 -0 0 0-0-0-0-0- -0- I 0 n �f1N- PARKI G SETBACK _. __ m 0-0-0 M'�0 0 0 �` OBI a o O ov O . . . . �c.nl-0 � O V O + l / ..� O.yO VDOT.'D1=•1 .:'. �, .:.'..' . , o f :............ .. • .... ... .......... ST , ............. ---.-- . -------.—------- - - — -- ,o 00 .. 5 ___�� .... o i - - ,�----- — - ------ - BUILDING DING ETB_AC �� ° ,-' + . o:'. O.' o o o�,o o.. �, . • b Iv . co VDO I CL 1 DRY / RI -R / _ . 1 _4 0 24� ---�- `� °° i- C] . ' . . / 1 = �� \ - s. ,�• _-:- A� 65 1 _ s 2 _ W MODIFIED VDOT DI-5 �� ., ,J _ ! . 2i' .STORM -------------.__�- - - ..--- ' ' ... ' .. ' .. :. STORM . / _ ��- / o i ----- .------------ - N �,, �- o� . ". . . ..... ..... . . . . . . . . . . . . . . . . . . . . ............ . : 41 . . . . . . . I / W/ NEENAH R-4353sT �;;; . 7 : o . ! . / =o=s„LS�� ...... , BEEHIVE GRATE \ - WITH FRAME OR APPROVED EQUAL o ,- \� `h' / a o �, Cl) li z _ \� 1 -.,,j - I 5 4 x 4 V[� �, CLASS 1 R , N ;. ,. -�I RIP-R w i . co ... , . o +. g,�0 ! �1�� 1. �- ifl 1 VDOT DI-1 1 . 1. ono L J, .1 CD `° - s 6 6 b r� L 0�0 c,+ c N /�\P �9 �1� + + `° �1 .......... ........ ...............'.'.. 0-0-0— o o—o—o—o— 0 0 0-0-0— -T — -3 ---- -- - -=t-- - % --I DAT- -1 —J — — — — — — / Q 3 o / 'J'Gy�/ ,� `° . 11 O 11 .. `` I �� O �� o $T VD T E �' II O 0. I \` \� \ / ooOOo .' . ; 4 6 l T� o ` V �i' ' Y%� \ c /. c .. F I it . Z _ (� L� a j o Z l� a j '' Z li a j -� S ? o W O V x x a'' }It fv I .... �u . I r I p c� �b UO ' :)VDOT DI-1 P ,l .' .. l; ° /�' :::::::: .I: :..::: `3 O�p�G��� N VDOT Da-1 1 N 1 1 y I off\ 2+ '�' �� ,\ ��\,�� \� Z a - ono ! �: ono o0O �� ,. 000 ono �r ����,_ �o ti�o�.Lod 0000�. o0O D�T2 '. C� . . • . wo I W 1 ( �ow , W W wow W W .a 2. ' ' ' \`\ i �2 vrn,� ' 0 �^� / I �' r ;,. `\\ .,� �, d'4) . . . . . . . . . .. . . . . .-1. 1 . . . . . . . . . ..... ............ ......... VDOT D1- . -- -.. r r a' . . . . . 1 TOp F / S 1 F 6s �. �� .. S. -, - -�. `- I,-' I� , o °'o O Op 1 ` ' In�T_i �\� ! ,� �' p �d� IF THIS DRAWING GRAPHIC SCALE VERT 10 IS A REDUCTION MUST BE USED 0 10' �� ----- . �:.�.. .. _ AOB--20+fl0 o aF / S ., / •!' ``\ -------------------------- _ - —-----�-/// -- - --\ [Tff: / 7[-- - . 1 /'1 / ! / FH V Cif\ °L` MQ I i... -- - HORIZ: 50' 0 50ST i r.-F-T�.) ST F� N M O Ln to O d. O17 0 Uj rn mot' 00 CD _ - 680 it `� raj I II _ j `t- 00 �t 680 o 1 w O J N N + �11 +0w + II o caLn 00 to c0 U D-SH �— t� > r- - oc • cn > - - cn - O I _j (� It � II -1 II ...i � co w �! �' � II _I.j to w �. 1n � � Ni �t d- w - !! + _ _ ____. ___ ___ ___ ___�_ O r- II M N Tn� . 00 Nr: II 670 NEENAH FO NDRY CO. O -j r� . z -� M r� z� -j r� z� -j o -j O - w O - w o jj�, _ w d- n w 670 RATh11�IT-I CONTRALTO SHALL > ��- ,r �' `� II o o w '� w II + w II + p z o 0? o w o OORDINAfiE ENING-W - _� - - _ • �. �> Q> .� Q . T } G N - - - _ _- > PRE -CAST G E 660 ANU1=�►0fi ISTING 660 _ _ SEW R - 1.100 -------------- 650 a - 650 - , MIN. 18 - 640 640 4 - ( ;.1000 ® 1.0 .0% 21 HDPE ®1. 21 HDP ®1. 15 HD E 15 H . PE 09.0 15 HDPE_' 24 HDP ®1.OX 24 HDPE . o • . 630 - _ 630 NOTE: ALL GBI TE I N L.ETS SHALL BE INSTALLED IN A 3 LOCALIZED SUMP WHEN PLACED IN ON GRADE LOCATIONS. 20+00 21 +00 22+00 30+00 31 +00 32+00 33+00 34+00 35+00 40+00 41 +00 42+00 43+00 G1 A TA -SW No. 695 - �/� 1� � � /� s' NAL �1` .-: - ENGINEERS SLfR'�VEYORS PLANNERS AssocIATES. 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, Va 24502 Chmr1oUesv'ille, VA 22901 Phone: 434.582.6175 Phone: 434.9942700 �,.ww.nec DESIGNED BY: DMJ/JLW PROJECT: CHARLOTTESVILLE SELF STORAGE AT CROZET ALBENZARLE REVISION NUMBER: 2 w Y�COUNTY,,VIRGINIA DRAWN e . JLW DRAWING NUMBER: C-8 4. ADJUSTED RIM ELEVATION ON ST 2-I AKS 3-30-05 TITLE: STORM SEWER PLANS & PROFILES 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-2l'-05 REVIEWED BY: HFW /iW S 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 SHEET NUMBER: /O OF /6 I UPDATED SITE DATA AND INDEX OF SHEETS JLW /-3-105 WW A NUMBER: 204/35.01 FILE NAME: 4/35C08.dgn DISCIPLINE: CIVIL SCALE: l' DATE: 12101104 N� REVISION BY DATE NO. REVISION BY DATE 11 \ - - - 11 I It - - - . \ _ _ / / - - \ \ \ \ \ \ \ 1 \ 1 N /, _ \ \ 1 \ \ -- -- / f . - -' ,' -r0 ' '' 14 -- --' _ ' - - ---_ --_ - --- -\ '- 11111 I ` \�•_ \ \ \ ` , ` - - - - - - ' _ - - - ' - ' ' P l \. / - - - - QQ _ - _ - - _ - - - _ _ ' _ _ _ _ -- - -• _ _ _ _ - - - - _ - _ - ` - = - - _ _ ! \ \ \ _ - - __- _ _6 -- _ _ __ ---- ---_ - - ------- 1 \ \ ` - \ \ \ \ � ` - , - / / , ' . ' _ _ _ - - 6 2 0 ' -1 - -- ", _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. - - - - - - - - _ ` - - - - - _ _ - _ - _ - - - - - - \ ` \ \ \ - - - __- __ - _ - _ __ __ _ -_ \ N "I `\ `\ \\' ---_-\\`\\\\_ %'/ P/%- ,'-''����''-,' -''-_ --0 I"6��-630 - - --_ \-__ ` _ _\-_ �_ ,\ -\ f \ `�. \ \ - - - i- - - -. - \ - - - - _ _ - - \ \ \ \ \ \ \ \ ` \ \ - _ - _ - =\ - \ - - _ - /' / / ' ' '�- - - ' - - , ' / /- - . - - _ '" +o`- � - _ - 63 4 - - 636 - - - - BRAEB(7RN 7.iMITEO P6 T1�1E-RSHIP _ - ` - -- - ` - _ _ - - - \ \ \ \ \ -, \ \ ,_ - \ /// I',, \ \ - ```` - - � � 5V-67--'" -` -- \--- `-- \\ \ \ \-" \ -\"', \ ``�iAR� OOD11 -----��'— r - _ - -- ZONED: RA7�(I6?AL AREA _______`--' \- '\\ _ `\ 11 \ � \ , . \ - - - / _ ' s - - - _ , - ' - �" - ' - 6 ��' - - ' 6 A 2 ` -PRESENT USE: FA,RMCNG _ - \ \ \ \ \ J�RaWoo�- - \ \ &` \ ` ` \ \ \ \'ENERISPEE'N, \` \ \ \ \ TT�EE SIX `\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ I TEMPORARY SEDIMENT TRAP WET STORAGE 73 CY 132 CY DRY STORAGE 73 CY 181 CY WEIR ELEVATION 643.50 EROSION & SEDIMENT CONTROL LEGEND 3.02 C E '� TEMPORARY ASPHALT CONSTRUCTION ENTRANCE 3.05 SILT FENCE SF X X—X 3.07 I P ---+�— STORM DRAIN INLET PROTECTION 3.09 �� 00 TEMPORARY DIVERSION DIKE 3.13 ST TEMPORARY SEDIMENT TRAP 3.14 SB TEMPORARY SEDIMENT BASIN \\ \ \ \ \ \\ \1 \ I / ,//�/ //I J'T. j1 /I " 's \° \ _ I /' ---- _ \\\\ `\\-\\ \\ ' \ - - -- _-- 3.18 OUTLET ROTEC N e 11 11 \ - - . __ - k�D I 19 \ \ 1 I / / /Q / �\� / / / / / , // ,' , ��� ^\�\_ ^O ,' .: :: ...I . ,' o o \��` // / \\ \\ \ \\ \\ _-____ \ \ \ I I I / / / (V / ' ' / ' / ' /' - - - \ / \v N ' y. / \ v / / - _ \ \ `\ \ \ / 3.32 \ \ I I I / �/ `V / , / C�, / .. �4 .. ° 2 , _ _ _ , _ PERMANENT SEEDING j� S --e-- n , I V , , , ,� _ . \ \ \ I ' ' ' / / ' // / // /�� G / .... / / F��. o° -' .. \ ,_ -- \\ ' / .1 \ \\ \ \ \ -\- --i �/ ' / / �`V V / _ ... / h� 4 �\ of °, - 3 , , \ - / / \ \ \ \ \ ! I / l / (Q / / / �0 / / / / I - -' \Q / .:::::. ,..:: / F\`�`F\�'��OF'o��� 6 ::��. �L i \ \ -- / ,/ \\ \ \ \\ \\ - � '/ uMrts OF J / "'� �O / / l N ' /y ' / / nCp / ' ,' D)STUR13ANCE,//}J - ' , , ' �, of / . 6 . \ ` \ , \ \ `\ \ \ \ 3 35 MULCHING M�f---a_.. /I / // 0 �� l' ,I / ' // /• �V / / ' ' ' / / ' /,/ � .' / /' / 11 ........I.. , bOQ G <` ��\�`J / .: /T °\o > \- P ��Q / ' / \ \ ` ` ` \ \ \ ` - ` / - . 0 � / ! I / ' / / / / ' ' ' / / / / - - : :::.:::. :I 4'0° �a/ �(9 / 0, \ / / \ \ \ \ \ - - (0 / (0 / / / / / / / / . . ... .. r , \ / 6 :.. , %_ .. i - o \ / / \ \ > / / / / / / / / / / / / (\/ (o I \ - , - :: 15 ::.: �o �\ 0b . .. ...: . / ° T P / \ - - 3.36 SOIL STABILIZATION TREAT- , / / - - B M / / / / , p� '� ^j MU y - `'F� F/ + ° \, \ _ - - BLANKETS &MATTING 1 / / / / / / , / �, / / / / / '4j v ' / / / / / -� ..:::: F �/ / . 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O ::::. eV 4.e bV .....� .... / I.: . \ \ \\\` ' 1 ' - -- .p ocr/ /,/ / 1/ / // A // //// // ,/ / // // // /' ,/ �'// / .. : \ .:65:::::::: 0;' .:: P�/ o :: \° 11 \\�\ \ \ \` \ "' / ,/ / / / / / / / / / / / / / , `\ ....... ..... . .. �/ .:/ / / . \ -( �,\O Q o ::: \° \ `� \` \ / i / /' ' / , ' _ / / / / / / . . . . . . . . . . . . . . . . `\ - ...... .... . ..1. / h o 1 \ - _ _ :. .. . ... / ' / / � / / / / / / // / ..................: \. - ... ... °F � -* \ _ 58 \ \ , , / / / �� /I I r / ' / / ' / / . .-_-.-\ o / r :/.'. �\E'Q p ... \\ \ ` �// r/ /- -. - -. Alq / / , /�/ / I . . . . . . . . . .`\ " :::::::::: F. ��� � � :.. �o��. , ...... I \ \ \ \ \ , - - _ - Source: Va. DSCW P I ate 3.38-2 / Q 1 / / h�q I \�,,. �o o G I 0 \ \ // / - - ' NOTE. \ I / / � l / / / / / / / / / / l I/ I ' ,° / / // 1 . . . . :::.:: :.:"::.. E .° �..1. \'1 .... ...:.. \\ / --- • \ I / O / / ' / / / / / / / / / / / / / /� 11 / l ' / l I / /' / // / / I . . - _ . \ .........:::: �'��. -, . / \)) ' :::: ° f \ \ \ 4 \ \ \ /' , / ,' � ' / ' I , , / / / / / / / / / / / / / / / / ` I S F . c� BASIN SHALL BE CONVERTED \ I (V (o / / / / / / / / / / / / - / . ./: � _ ::: . `.�..... - - `"��• \ .:: .:. - _ . v \ \ \ \ \ \ , , �. �- I / ' / / / / / / , _ , ' . / ... � -. - �F, ,' .' SB O A PERMENMENT STORM WATER \ I I / l / l / / / / l / I / / 1 I l , / l , / / _ _ .............-. ` .... ... , / ... `\ � \ ` \ \ , 1b \ r I / l l ' / l l l ' l / I �� I / / �� , l / , , .... o . ., _ -652- ... _\ :::: =:' . o�P .. ..... 00'\ \ ,' MANAGEMENT FACILITY ONCE I / , ' ' , , ' '' I / / / / ,' ,' ,' ,'� �. .� P,; %:': : ; .......... ... \ THE SITE IS FULLY STABILIZED I / / / / / / / / / / / Q\ I ��� I / / / / / / , y` �. - Fes• ,\o°� :\.. \ \ \ / �j / . / . / I I , / , / / , / / 1 / / / 1 / , / / / , . / ,SO v ..... ... .. . .. �h oo °o .. �` .\ :: \ \ \ �O / 11 1 ' I C� I ' / / / 1 / / / , / / / / / �/\ I 1, / ' ' / ' ' // / ' / /'. N� . . . . . . ./ . . . . . . . . . . ..4- / ..... ... \4 0•E ? F to \ /\ , (01 / / / / 1 \ . r/ / / , . / �. .. rho �°.. �•O ... \11 E / / / / / / , / / / 0 / ► / / / ....:.....,...... ,.-65. ,. I P /:: ���og y am...:.. \\ \\ \\ + - ST REMO TRAP C0� TO . . . N. -- °F , \ \ \ I / ' / / / ' l / / / l ' 1 / / \ ' I 1 I , / , / / i / � . . . . � . . . . AN \ .." o ��' \ \ \ \ \ \ / / / / / / / ' / / / / / / I 1 r •\ I I / / , /. . . . . . .,. . . . *3 . . . . . . . . . . . . . . . . . �.:...`.- -•r. \ c,�Q A. .. � .. _ � ':. .....Q_ � \. \ \ I co / I ; ...... ....... 6� . . .. ....... \� ��� 4 o``' :...:.::. ` \ \ �\ \ I THE THE SITS IS FULOLNY FACILITY o / / / / C, I , I , / / / / ._ n l `1 / / / / / �/ , I 1 I I / I, // // 11 I �P i I ' r I , / / / , / / /,/.......��/� ...... �./ .. o ::.. - �............... - _ .: -:::I. Ej\ \ \ \ \ \ / co 1 l / i / / / / , , , r r , / ��� I I ! , , / ,' / / / ' l' o .. \ . N'' \ . .... . .. - _ - ... �`�\ f : :: \ : �S . r \ \ \ \ cs 11 ��) / j / , / / / / / / /' / / / ' l I ' ' r ' A 1 I ' , l / ' / / / , / ,/ . . . . ,: `�:': / _ : \ > '\ '��� .. I. - ... ° - \ \ ` \ \ ` // / / / / / / / / / / / ` I ! / , / / , / , / / / . . .�., . . . N."�.. p \\ ',� :: :... �Q�W ::I .: - .... . 1 �/ - - - \\ ` ` \ /' / / // ' ' ' / / // ' ' // I 1 ' ' `- \� % \ j ' ' /r / /'' / / / // / // / / / I / / ,' : / /' �': , - i. ', ��'� . \ . . . . /. :: '. F\ .\�� : ` \ ` / ' / CONSERVATION NOTES: ' / / / / I , ' i / ,' ,' lI I 1 `-('\ / \N I / I /'/'/�/ ,/'Ud// //// '/ // / I // ,.'.� . 1_ . .���. �1-''��\iI '` \::.: /: ,, ,,b� r \� oF��O � `\ � I I' S .. \ ' / / / / / ` I , / , / / , ' / / - - -+�.- �.lC,jj1Zm' `? .BPS \. : ` ..: � o \� _ + �� \ I / / 1 Z / / / 1 . . . . . . . . . \ \�• o o° _ \ MARKINGS: ,' /' ' // ,' // ,/ ' ' / / ,' 1 `Iv O / ' /,; ;' /,' / ,' ' ' ,' ,' ,' I/ /' ,.- �, . ....... g_ p - . ..�' .` °F 6� \ E'. ::i ... �-- _ -\ \\ \ 4� ALL TREES TO BE SAVED SHALL BE MARKED WITH PAINT OR RIBBON AT A / / /, , / / , / ,I . - _. �.,'"` o ; y` �' I I I-�\ �� \� .: �,`de ��,� �� .... -�� _ \` ` HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL / / / / \ 0 I I / / / / ,/ / ,/ ,' /' / ,/ / ,� , ,� / \�/ / /' ,' / /' / /W / ,� ,' I • .....5 :::: :_ . _ : \ .. ,\ \ \ �, ' �: �QC i . :: / \ - ��` \ BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY / , / / / / / / / / / / , / / / , / , I / . . . . - / ' CO 1. I. I 66 \L1` - \ \ \ / / ' / / / / / / / - : = s .:::::: ..:.:: I ,':..:... ,� �\1 - — A COUNTY INSPECTOR. ... MH / / / , / / ' / / / / / /' / / / / / / / /' / /' ,' / / / /' / / /' ,' / / I ..'I / '/ �� . . . . . .. I . \ `�_o ..:�: .. - PG� . 4- ... / / �- - /, /11 / , / / , / / / . / . / / / / / / , / SAN / / ,........ I .. �o..... o - - _ 1 ` i `�`' - - _ ` PRE -CONSTRUCTION CONFERENCE: / 1 / / / / / / / / ,1 �'- / I I / / / /J , / / / / / / / / , ' - -f _ _. _ _ .... ..... � ..... / , :: S / ... /' 15 PROTECTION MEASURE SHALL BE . , .% . 6 . \ 1 r / / / / / / / // / / / 11 � /,�j - ,,, ........... , .. - . \ ... .... ..�► �'\: :. : :.: ::.:. ` ....:: � .:: o , , _ - _ I � REVIEWED WITH 1 r ' I H A R� W 0 0 � , , / / ' , .' , / / / / / / . / , / / / / - ..I ' - - --' . S AN . . . , / . . . \ .\ . - \ , �..: .: .. o° \ . . � ..:.: ' / � _ _ _ - - / . THEE CONTRACTOR ON SITE. PROTECT 1 + I l � / / , / , , / / - / / / / / / / , / / // / / // / /, - j / - /-- - / I - - _ _ `. , // . \. .\ .\ . . . . . . . . \ \ \ :::::. .. \�`. `°� oo O° \ Y::. .: _ / - - \ , - - - - - ' - - - \ \ / / / •/ / / i �, - - ...\... ........0 ...... .. / ..... .... .\ - _ _ ... .. �' \o \ ....:: J:: .., � - - P - ' �6 - - - ' ' EQUIPMENT OPERATION AND STORAGE: rEV RGREEN , / / , / , -;� _ �'- _ -' _ ........ ` . - \ . .. �. 04 .. / SB -�- _ _ - _ 6 \ 1 / 1 / / / / / ' ' ' / / / ' � ' ' - - - - - - - - ..: . o .. / ..... ...... . ` \ - - �� ` ::. . I - _ - - - ' HEAVY EQUIPMENT VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION ' ' NfATFRrAr� rrr�ztJpr�.+G 501Z SNALl.. NOT BE P1=R1vI1TTED WITHIN THE DRIP LINES \ I ' r T EEI MIX / / / / / / , , / / / / , ,',/ / / , / / /'/ ��, �. - - - \ .' / \ -. _ '� � `� ` I -/ �° - - - - - ' / , , - _ i / / / / , ' / / / ' . % � �, . _'- :\ . . . . 1 . . . . . . - / . . . . . . . . . . . . . . . . . \ . . . ~ - \\1 \- I .:: '-. \ \ I I / / l // / - / / -� > . . \:. .'\..... _.-:-vi. _ ------ -- '._44- - e + I / / / / . , , / / / '- , -, - ..... � ..... i ...... , - . . .............\ ......... . . .. I . \ .. :. IEP\ \.. ... _ _ 5,.Q6 - - o - / r - . ' OF TREES TO BE SAVED. \ 1 I I l / , / - / / //. /'/ '-. . 1' / ........\.... ......... .. .. .. \\ 0� \ \.. .. 0�.. _ f / I I J I r / l / Q\"/ / / / / `', ' - , ' - / / / // / j /, ��, ' , / \ ' \. \ 99 ��1��\ .. /' o t \, o �VTIMWATE >� ' I I I I I / / / ' ' ( - - , - / // . , / /.. -, F /, O �e \ --` t AG�MEAT� ` _ - - - - ' , / 501E EROSION AND STORM WATER DETENTION DEVICES: I I ' I I r ' / ' / - , ' , ' ' / /', ' / / , .......... \ "' ... : : w -� SUCH DEVICE5 SHALL NOT ADVER5ELY AFFECT TREES TO BE SAVED. �� I / / / / / / / / / / //� �, / \ . . . . . . . . . - % \\ `." _ _ \ AGILITY �` / I r I / / / / , / / / ,' / / /'/ ///// ' . . : \ . . . . . - . . . . \ \` �. ` _ - /: _ -'' . I I ' I ' ' / / ' / / / / ' / // / / / / Iez" / . \ \ - - \ � \ ' : ss �: \ - -- - -- _ - - , I / / / , / / / / / / / , ' - ' S .. . . . . . . . . . . . . . . . \ _ .\ � _ -\ .. \ -Q o - _ _ _ FIRES: 1! / / // / /, /, ', // ,///// % //� I v . . \\. - ( D\ o . . . � . . . . . . . . . _ -_ _ _ ,\\ \\`SAN :: - _�+/J.'.. \ ,: " ::. \. \ \\ ` \ - \ �1 - - _ _ - _ / , - - - ,I / / , / ,' , / / / ,,�� ,' , - ,)// �, / / , , j , / . ... - - - _ l _ _ _ _ ` - `� TO BE 5AYED, PERMITTED WITHIN 100 FEET OF THE DIP LINE OF TREES _ FIRES ARE NOT ET ` , _ � - 11 TOXIC MATERIALS: ' I / / / / / / / 'Ij� .' / i '�/ j� 6/ / /' : . . - ' : - - • o\ . � . . ..... _ . . : :: - - . oo - ` - _ - - - - -6'6 �a ��, m >; ::. : `�, :::. \ \ \ I \\ _ _ ` - - - _ - ` - \ - - - - - - - - - _ _ _ _ TOXIC MATERIALS SHALL NOT BE STORED WITH IN 100 FEET OF THE DIP / / / 1 ' , ,/ /' �o , / , / / /'r Qj�, / / , - ' ' - - ' \ ........ .... ... 6• o--� x,�� + _ _ - - - - - - - LINE OF TREES TO BE SAVED. 6 6\ o o - - / / i I 11 ' / . / - `b NJ i / ,/ , - - - - `� ::. I ' ` �8, \ \ o� � \ \ �,:: - :: o \ ` , - LIMITS OF DISTURBANCE \ 648 ` - - - \ ' - I 1 1 ' 1 I I ` �/ _ _ ��°� ' - - - - ��' 1 �/ / / , - - \ ! ► z \ , .:.:. �:.... \ / �\ d' _ _ - - - - - - PRO'''ECTIVE FENCING: 1 I 1 I 'a\ . ( - ' / ' . ' , , // 1 / ' �, . / . / \ . . . . . . . . . . . . . .. . . . I \ \ - � �i2 %� CA `,:::.:::::::. 0 \ - - \ - - - \ I r ti / �; � -' ' ,� / r , ' + ( \ +� ` ` / o\? .....� .... \ \3J/ 6 - . TREE5 TO BE RETAINED WITHIN 40 FEET OF A MP05ED BUILDING OR 11 ' I '� I I O ' ' \� , / 1 / / / \ ............. ..... I 6� o ", \ = • _\_\- _ _ $ . ' - W � _ _ - - - / GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL ( I ( �\ �/ / �o�` ' � ` r ' ' 1 .. , I ' r \ .. ... ..... 1 I ^ \ J- o \' o o - \ \ - - - - - - - - _ j - - M. = - - - - 1 1, BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY _ /� - - \ I r s I I I / .\/ �� - _ �// �`� I/1 /l / I I' I 0 \ III \ 6 _ \ s \ *..c....'... \ - - _ _ ' I - � \ ► / I - : _ _ '---� • � \ \ I 1\I5PECTOR PRIOR TO GRADING OR CONSTRUCTION. o / N I I q . . . . . . . . , 2 - \ ;,,:. ..,.... - ----- - _-------- 4 - - ` \\ `` 1 // THE W ' I � I /� , // P (� / . I I I ' I [ , D . . . . . . . III \ - m, r \ \, ` \ . ' .: 1:.. ,' - - _ 6S \ - - \ I • u I I r �/ s \ /, I r/, I ....... I . . .... _ __ --- - --- E ELLS: I Y r r / \, / �� // I , J / r ,/^ 1 /i I I / \, III - \ \ \ ,\ :: �,:::: _ - \ - 6S6 ` ` / \ r 1 + 1 \ _ \ `� :. \ :,. / \- - _ - \ - _ - - `\ I r WHEN THE GROUND LEVEL MUST BE RA15ED WITHIN THE DRIP LINE 'OF I / I I I 1 /'\ � / ' l I ► ra �-r ROUTE 240 LLC \ ... I .... .. /,/ • __ -av \ - - - _ s _ _ _ - - - - _ _ - _ r I TREE TO BE SAVED A TREE WELL SHALL BE PROVIDED AND A r / // i I 1 \ �::. / ' - -- - - - CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. + I ► /��� ✓ �� ; _ �/ / I )'I 11 , \1 TMP 56Al2)-1-58 • I . - �%.!'\ - \ /, o \ _ - -\ - \ \ - I Q /` // s \ -- / / / 1 1 _ - -� \ � ` Z tea % , .. / S ` \ 1 I _ r ro /, I ► ( / ZONED: LIGHT INDUSTRIAL 1 - �'. �4y \ > . 1 \ / / \ N / , , r .. „ + \° .. ;�%; - U -'p>� t� \ C\ -_------- --- ----- `- - - 6 — - - _ - \ \\ \ ` _ ; . \ \ - (\TREE WELLS: \' / \ 1 O F\iT � fro I , ,/ / I r I - . I PRESENT USE. FREEZER WAREHOUSE . . . ' �r�\ aft OF ` � 1 - - '°fig � � yf ; - - _ � - _ , \ �\ e ( 11 I �s9 �\ - '/' / '' I I ' I .. , UISTURBANG F_ - - - WHEN •THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE OF / I r i 9 ,S \ / / , / I I I 1 :.. �\ o , \ �. 6' \ \* �� . TREE TO 6E SAVED, A TREE WELL >gHALL DE PROVIDED AND A CONSTRUCTION I I I I 61�F\,�,��\'\ '\ / . �) / / I I I I ' u _ _ 11 : gip\ �\ �n " -� � - - c� `,:: \:. � . - ' - _ _ \ / \\ \ \`\ \\ DETAIL SUBMITTED FOR APPROVAL. / 1 . I / F ` / I !' _ / MHI . . . \ .�- � " G� Dom,... ,_- 0 \ V \ t `-,'I11 \ \ y � r\ I I �g0 �/ \ ' \ /� /' I I I r . ... ............ , � j \ \ - �� rn o �\, - " %� \ 1::: ' : �.%: - - - � ` - \ \\ ` \ ` `\\ 'TRENCHING AND TUNNELING: ( I I , , . , , 1 I u / \ / \ ' 1 . ? ; . ' • ` \� FEEDER ROOTS II / \! / ,/ S'AK ,'' //I/ // / 1 ........ I\ ' �\ `� o �vp -\ `::, \ \__ `-_ / \\`` \\ \ I l / , r I / / , / ...... ... ...... / / ... �� - - 0 Q ` CLEANUP: • / , ,I �',( M `� ' / , -�: � � \ %o \: \ \ J F RY1 . SPR - r / , / ' ' / I /' - - � ' �' / _ .' vj)';�; �-;�n \ / o �� \ \ ` 666_ / \ TM Ala -I '\ , PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING FINAL CLEANUP. / / / / / / `/ , \� , , 3 0 ...... .... ;� � M � . . ` � \ ' 1 \ ` \ NED: Ll HT STRIz�� DAMAGED TREE5: / \ \- / / /I A, , 3 i ( _ /� ` �" - �� \ `\ �, , \ - - _ _ ' \ ESE r USE:V T DAMAGED TREE SHALL BE TREATED IMMEDIATELY BY PRUNING FERTILJZATION OR , \ / / . . /. (\ �. v, -• . . \I _ Y S. SPROUS / , \ � \ I / I / / 3 - - ' �� Z� 1a `, - TM 6A(3)-9 / ' - _ _ OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. / ( \ I 1 /' I l / \ ' : . . ... . , : . . . . . . . . :.: . . : : ::�: : : �r \ . . . : '� " 66 ZONI ED: UGI �T INDUSTRIAL , - - \ \ \ / I \ \' I 1 / ' ' / ��, s2�\ ' I . . . - - . . . . . . . . . . \ c� \ . . . " d' r'� \ . . .. .. . : . A I � : z `� �\ ES'ENT US ` COMMERCIAL / `11 \ / 1 \ / \ I I , \ I 1% \ D I D . . . / - I \n Y p I , c� : . : \ \ / I \ 11. \ \ v ' A. • . .. . . . ... . . . . \ .. . -\. c . . t z W ... ` I ; . �, \ . , \ \RESTAUR ' \ �_ \ \ \ \ \ ?\ .'' -� \ :�� �;,�� TP A \: :i: ':: .-\.. \\ ` IDEO ORE' �/ \ \ \ I \ \ ` • \ \ \% 9\ .BENCHMARK' .. \ :: t - 'y / s� . -� � \ _ - \\\ \ \\ \ \ �\ • I ' CORNER OF �NC--R-l� \ ��' '� \ Z� \1 H �/ \ \ \ \ - - -• ` \ \ \ ` \ \ \ . 10 0 0 0 ` L . . . . ` . �3-� .i' �n �' . . . . . . . . . . . ^ , \ f (N6� 1 `5p wo . ` `\ \ \ \ �> l D • I • D d or ` / \ �}.. *' ` .... E\ \ --- . . . . . . . .... NEW 0 ICE/ / / I \ ____ -/' - \ \\ \ \ \ _� o . 1 \.ti , \ ,\ 40 MANAG APT. / / / ` _ \ _ - ' - 644 ---- - - - - \ - - - _ - - - _ / _ _ _ - - \ \ / , � \\ - 4 T-RE`E\N� -_ _ \\ 11 \ \ \ \ \ \ \ \ \ / , / -.- „- - -"- /. , ,_-• /. ` , , W Al. . o,, \\ / I /- - _- _ -- -- \ \\ \ \ -\_�\ \\ \ - - - -- \\ \ \ \ \ \\ \\ \ \ ,' / / /// . , �`v ',- / / EO :.: i. ° / ' 650, ! // - -\\' \\ \\ \,' -_ \\ \ -- ` \ \ \ \ \ \ \ / / / /. -, _, /, ` /� , ....... ..I..., ._�. \. \ \ \ \ \ \ \ \ \- - - -- \ \ \ � \ \ \ / / / , / , , \ � .::::::.. ./: . .- o \ / \ \ \ \ \ \ \ \ _ - <1 o' I- - . - . . . ' ' ' ' ' * - -1 / - s . / \ \ - - - - \ \ \ mo > . ' I \1' I P .' ' I r I P \ ' - 'r . . . . \ . . -__��___P' . I . . _____ - � - - ... . . . . / . ) . : . i . . ' .. .. / / \ )O y \\\ \ O \• G . ,�' / . . . . . .I ./: 1 � p /- P M ' -_- \ \ \PS MU �� / � S U _ _ \ \ - \ \ \\\ \ \ P. 0 0 O - _may_ \\ \\ \ I I 1 / N--------------- - __- - \ \' \ 11 , \\ \ � , , \... --"I .... V . . . ___- .' I' .... ' ' ' I / . .. .. / I \/ . \ \ \ �� sso\ �\\ \\�\ ` \�\ \ 1 -� \TM \ / '-. _ -.-: ........---- ---- -\ ___� p \ \- rnB \ \ \ \\ \ / \ - ..... a/L ..... _J �1 / - 'Uk�_ \ \ - \ 1 \ I / Mq . . ... . _ .. .. I ;.�. b,9 \ VV\ o �c-) -p " <" \ \\� \ \ " \ \ / . , _ \ - _ ... l (XIST r— _ E --- �, V'\ � � \ - �`s��`\`s6' \ `� \ \ \ \ \ '� � - .. _ - . . .. . .. \ P/ ' a _w 1� RT • ` � / � � E R M A lr ~ \ -O C7 p'0 �? 2\ \ -I \ 94 - \ � - E r VAI 1 \ �N i- \ Z�.. \O �\ � \ \\\\ _ ' \ .i \ \ _ ST T iI / EXIST• x LRCAl10N� `\ IPA o v `r V\ �" v . \ I/ N �1 , P \ -o ` �\ Vc, i � � -7- C \ \ �� \ S A \ \ \ � - - - - -\ - ,\ , i /, � ' . - - ET B PC K .. �- � ' `� C H D R � / Y' �% j - \ ` \ mo Z-����° \ .. VA y \� �' \\ MH '-\' \•, _ ,� //,;' ,- <\ \,- �G s l� �E Nor �✓� R -�� - �A`� ' \\ mm KD �_ \n v y \ /elf . _ ,� : ,er; \ ,' / \ 50 8 � _ --I'lI - \ --\ lu �\ \ �N � \ OO\ - \ \ \ \ / / , / / r \C P / / - SETS .� \ ___ 1 ` c N �� \ � o ,-vim \ 2- -FV- \ \ O / ( It , \\\ _ , `\ /I / \ K� Iy� i q ,� c/ A 0 ��If - DU�',� \ � \ � ` \ \\--' 1 `l\\` I \\ \ 11 ' `� �� '�P lU ' :I W� l�� / NOT :/ �,�,�\- \ , \\ \ I \ - D� �\-����� , - A MINIMUM WATER TAP OF 1 U B NSTALLED A > � z .n � \ \ `\ \ \ � \ \ ALL C. Cq \ \ - i �N� E .�' SHUTOFF VALVE SUPPLYING A HOSE A IAMETER C �" - ` CONSTANT PRESSURE. WAS RC1ST-B ED AWAY F \ ' �•,�' TO AN APPROVED SETTLIN AR TO REMOV S ENTt v \ , \ • r- �? 4I I4____j' . � - I- \ \ V \ \ 1\ \ PRES ,BUT US\•C: RESID AL \ , , !" / ' / �T T—� PREUEI�D FIRM EINURIN , KI DIRAA:N�., �I �H r ' \ \ \ , \ , \ /\ I -o\ \ O / / , , �/ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED r r ;} t, r1.ro 60, 0 60' DESIGNED BY: PROJECT: O ,� ENGINEERS OMJ/JLW CHARLOTTESVILLE SELF STORAGE AT CROZET • , SURVEYORS DRAWN BY: ALBEI�IIARLE COUNTY, VIRGINIA . �s,F, U AfI�Y K. IG TA-SEPP 9 '�T,A13T3ERS JLW T;T LE: ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-2I-05 0. 5 REVIEWED BY: EROSION & SEDIMENT CONTROL PLAN — 2 REVISED PER COUNTY, SERVICE AUTHORITY. AND VDOT COMMENTS AKS 3-2-05 AS S ©CIATES HFW/AKS � � • I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 Q�� Q ���D � ,� 147 M171 Ridge Road 1402 Greenbrier Place WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: S' Lynchburg, Va 24502 C harlotbesvUle, VA 22901 NO. REVIS/ON BY DATE N0. sSfANAL�� Phme:434382.6175 tee:434.9842700 REVISION BY DATE www.wwassociatesmd 204135.01 4135cO9.dgn CIVIL 12/01/04 REVISION NUMBER: 2 DRAWING NUMBER: C-9 SHEET NUMBER: ll OF 16 EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION: THIS PROJECT IS 84,500 SF OF SELF STORAGE BUILDINGS, AN OFFICE/APARTMENT AND PARKING AREA.. THE PROJECT INCLUDES GRADING AND INSTALLATION OF ASPHALT TRAVEL WAYS AND PARKING SPACES, STORMWATER MANAGEMENT FACILITIES, AND OTHER UTILITIES. THE DISTURBED AREA IS 5.79 AC. 11. EXISTING SITE CONDITIONS: THE SITE IS LOCATED ON THREE NOTCH'D ROAD (S.R. 240) APPROXIMATELY 0.7 MILES EAST OF THE INTERSECTION WITH U.S. ROUTE 810. THE SITE IS CURRENTLY OCCUPIED BY A PARKING AREA (PORTIONS TO BE DEMOLISHED) AND A GUARD SHACK. THE OPEN SPACE IS GRASSES WITH SEVERAL MATURE INDIVIDUAL OAK, PINE, CEDAR AND MAPLE TREES ALONG THE PROPERTY PERIMETER. (SEE SHEET 3 EXISTING CONDITIONS AND DEMOLITION PLAN). THE SITE SLOPES IN GENERAL FROM SOUTH TO NORTH AT APPROXIMATE 3-57 WITH SOME SLOPES EXCEEDING 251. (SEE SHEET 3 FOR LOCATION). III. ADJACENT PROPERTIES: THE SITE IS BOUNDED ON THE NORTH BY RURAL AREA, TO THE EAST BY EXISTING COMMERCIAL BUILDINGS, TO THE WES BY EXISTING INDUSTRIAL BUILDING AND TO THE SOUTH BY THREE NOTCH'D ROAD. EXISTING SURFACE DRAINAGE IS DIREC NORTH TO AN EXISTING STREAM. IV. OFF -SITE AREAS OFF -SITE AREA SHALL BE DISTURBED ONLY IN AREAS DELINEATED AS TEMPORARY GRADING EASEMENTS. V. SOILS ACCORDING TO USDA SCS SOILS MAPPING, THE PROJECT SITE LIES ON SOILS 4D - ASHE LOAM, 37B3 AND 37C3 - HAYESVILLE CLAY LOAM, 81B - THURMONT LOAM, AND 91 - URBAN LAND. - 4D ASHE LOAM, 7 TO 25 PERCENT SLOPES, THIS SOIL IS MODERATELY DEEP, MODERATELY STEEP, SOMEWHAT EXCESSIVELY DRAINED SOIL. IT IS ON NARROW CONVEX RIDGETOPS ON POINTS OF RIDGES, AND ON SIDE SLOPES. THE PERMEABILITY OF THIS SOIL IS MODERATELY RAPID. DEPTH TO BEDROCK IS APPROXIMATELY 50 INCHES. THE SURFACE LAYER AND SUBSOIL ARE VERY STRONGLY ACID. SURFACE RUNOFF IS RAPID. POTENTIAL FROST ACTION AND SHRINK -SWELL POTENTIAL IS LOW. THE EROSION HAZARD IS SEVERE IN AREAS WITHOUT ADEQUATE COVER. SLOPE, MODERATELY RAPID PERMEABILITY, AND DEPTH TO ROCK, LIMIT THE SOIL FOR BUILDING SITE DEVELOPMENT. - 37B3 - HAYESVILLE CLAY LOAM, 2 TO 7 PERCENT SLOPES. 37C3 - HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES THIS SOIL IS DEEP, SLOPING, AND WELL DRAINED. SOIL IS ON NARROW CONVEX RIDGETOPS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FT LONG. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE. BEDROCK IS GENERALLY AT A DEPTH OF MORE THAN 60 INCHES. THIS SOIL IS STRONGLY ACID. MODERATE PERMEABILITY, CLAYEY SUBSOIL AND SLOPE LIMIT USE OF THIS SOIL AS A BUILDING SITE. LOW STRENGTH AND EXCESS FINES LIMIT THE SOIL AS A GOOD SOURCE OF ROADFILL. - 81B - THURMONT LOAM, 2 TO 7 PERCENT SLOPES. THIS SOIL 13 DEEP, GENTLY SLOPING, AND WELL DRAINED. SOIL IS ON ELONGATED RIDGES. PERMEABILITY IS MODERATE AND AVAILABLE WATER CAPACITY IS HIGH. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE. SUBSOIL HAS LOW SHRINK-Sl ELL. SOIL IS STRONGLY ACID THROUGHOUT. SOIL AS A GOOD SOURCE OF ROADFILL. - 91 - URBAN LAND 0 TO 10 PERCENT SLOPES. CONSIDERED DEVELOPED SOIL AREAS FOR PARKING LOTS, SCHOOLS, SHOPPING CENTERS, ETC. VI. CRITICAL AREAS: SILT FENCE IS TO BE CONSTRUCTED ALONG THE SIDES OF THE WORK ZONE TO INTERCEPT AND DETAIN SEDIMENT. A CONSTRUCTION ENTRANCE IS TO BE PROVIDED TO PREVENT TRACKING OF MUD INTO THE RIGHT-OF-WAY BY CONSTRUCTION VEHICLES. WASH WATER IS TO BE TRUCKED IN OR OBTAINED FROM A METERED ACSA WATER CONNECTION. WASH WATER IS TO BE DIRECTED TO SILT FENCE. INLET PROTECTION IS TO BE PROVIDED TO PREVENT SEDIMENT FROM ENTERING THE CLOSED CONDUIT STORM DRAIN SYSTEM. UPON CONSTRUCTION OF THE ON -SITE STORM DRAIN INLETS. VIL CONSTRUCTION SEQUENCE: 1. INSTALL CONSTRUCTION ENTRANCE AND ANY TREE PROTECTION. 2. CONSTRUCT SILT FENCE. INSTALL INLET PROTECTION ON ANY EXISTING INLETS. 3. DEMOLISH EXISTING IMPROVEMENTS (SEE SHEET 3) AND RELOCATE EXISTING UTILITIES AS REQUIRED. 4. CLEAR AND GRUB, STRIP TOP SOIL AND STOCKPILE FOR RESPREAD. HIAUL UNSUITABLE MATERIAL OFF -SITE TO AN APPROVED DISPOSAL LOCATION. 5. ROUGH GRADE SITE INSTALL ESC TRAPS AND BASINS STORM DRAIN INLETS ST(. �M DRAIN PIPE WATER SEWER AND ANY OTHER UNDERGROUND UTILITIES, INSTALL INLET PROTECTION. `'AUL EXCESS MATERIAL OFF -SITE AS NECESSARY TO AN APPROVED DISPOSAL LOCATION. 6. PROOF -ROLL SUBGRADE IN AREAS TO RECEIVE ASPHALT PAVEMENT. UPON PRO ._4- -ROLL APPROVAL BY GEOTECHNICAL ENGINEER, INSTALL AGGREGATE BASE, PRIME COAT AND ASPHAI T PAVING PER PHASING SEQUENCE. 7. INSTALL BUILDING STRUCTURES AND STRIPE PAVING. 8. PROVIDE TEMPORARY SEEDING AND OTHER EROSION CONTROL DEVICES TO W � IMIZE TRANSPORT OF SEDIMENT. 9. PREPARE LANDSCAPING AREAS. 10. PLACE MULCH AROUND ALL PLANTINGS, PERFORM PERMANENT SEEDING, STRAIT+ MULCHING, AND STABILIZE ALL DISTURBED AREAS. 11. REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE UNSUITABLE MATERIAL TO AN APPROVED LOCATION, AND STABILIZE AFFECTED AREAS. CONVERT ESC BASIN TO PERMANENT STORM WATER MANAGEMENT BASIN. REMOVE TEMPORARY SEDIMENT TRAP AND INSTALL BIOFILTER. 12. CLOSE OUT THE PROJECT. 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-21-05 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 NO. REVISION BY DATE NO. X. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF ALBEMARLE COUNTY CODE AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.. SYMBOLS, DETAILS, AND DIMENSIONS USED. ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME 1, 2001. A. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN - - - - - ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. IF A WASH HOSE IS NOT SUPPLIED ON SITE, WATER SHALL BE TRUCKED IN TO USE AS WASH WATER. 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. T 3. STORM DRAIN INLET PROTECTION OP), 3.07: STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR TED INLETS AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DID), 3.09: TEMPORARY DIVERSION DIKES SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT OFF -SITE CLEAR WATER AROUND THE WORK SITE. 5. ROCK CHECK DAMS (CD), 3.20: ROCK CHECK DAMS ARE TO BE INSTALLED IN THE DIVERSION DITCHES AS NEEDED TO REDUCE THE VELOCITY OF CONCENTRATED FLOW AND THE POTENTIAL OF EROSION. .. 6. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. 7. TEMPORARY SEDIMENT TRAPS AND BASINS SHALL BE INSTALLED AND MAINTAINED PER VESC 3.13 AND 3.14. B. VEGETATIVE PRACTICES: Q SOI ING & T0C ILING (T) 30; TOPSOIL WILL BE STRIPPED FRAM AREAS TO DE GRADED AND STOCKPILED FOR LATER USE, 1� T P �.. S , . _ .IMP _ O. � . i .. • . STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMEE. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. TEMPORARY SEEDING (TS), 3.31: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED' WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SEED SELECTION WILL BE DEPENDANT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. 3. PERMANENT SEEDING (PS), 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDE STABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE;. FOR HIGH MAINTENANCE LAWN AREAS APPLY 200-250 POUNDS OF KENTUCKY 31 OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES :3:1 OR LESS APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF A SEASONAL NURSE CROP. FOR LOW MAINTENANCE SLOPES STEEPER THAN 3:1 APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 FOUNDS OF SEASONAL NURSE CROP. THE SEASONAL NURSE CROP USED IS BASED ON THE FOLLOWING SEEDING DATES: FROM FEBRUARY 16 THROUGH APRIL USE ANNUAL RYE; FROM MAY 1 THROUGH AUGUST 15 USE FOXTAIL MILLET; FROM AUGUST 16 THROUGH OCTOBER USE ANNUAL RYE; AND FROM NOVEMBER THROUGH FEBRUARY 15 USE WINTER RYE. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESTONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF' SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND DRAWABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. 4. MULCHING (MU), 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. C. MINIMUM STANDARDS MS-1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. .1 -1 i11 1 - - 1 1• .1 1 . $1 ...It 1 ... I 1 11 1 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED Or,, nENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHI8!T ERC?SION. MS-4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURE': INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT BASINS AND TRAPS: NOT USED MS-7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED) IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS 9. WATER SEEPAGE FROM A SLOPE FACE' WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. STORM SEWER INLETS THAT ARE INSTALLED IN PHASES 11- IV 'SHALL BE PROTECTED UNTIL MADE PERMANENTLY OPERATIONAL. MS-11. STABILIZATION OF OUTLETS: NOT USED MS-12. WORK IN LIVE WATERCOURSES: NOT USED MS-13. CROSSING A LIVE WATERCOURSE: NOT USED MS-14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. STABILIZATION OF BED AND BANKS: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500-LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. MS-17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR 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 PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR' AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. ADEQUACY OF RECEIVING CHANNELS' PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. 4. BOTH TEMPORARY AND PERMANENT ROADS AND PARKING AREAS MAY REQUIRE PERIODIC TOP DRESSING WITH NEW GRAVEL. 5. SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. SEDIMENT SHALL BE REMOVES FROM AROUND THE INLET PROTECTION TRAP STRUCTURE AND RESTORED TO ITS ORIGINAL ... ". a .. .. n h. s.. e . � 4 15 � _. �. } p`.. a F, � 3 J DIItv�ENSI0�1S VVI�EN THE SE�IMEtJt I��S ACC�MI�LATED TO 0�� H�,LF THE ��SIGI� UEpTI� 0� THE TRAP. �Nt TRAM SfiRUC fE SMALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 7. TEMPORARY DIVERSION DIKES SHALL BE INSPECTED REGULARLY AND REPAIRS MADE IF NEEDED. 8. SEDIMENT ACCUMULATED WITHIN DIVERSIONS SHALL BE -REMOVED FROM THE CHANNEL AND REPAIRS MADE AS NECESSARY. 9. IF USED, SEDIMENT SHOULD BE REMOVED FROM ROCK CHECK DAMS WHEN IT REACHES ONE-HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHOULD BE MADE TO ENSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. 10. ALL SOIL STABILIZATION BLANKETS AND MATTING SHALL BE INSPECTED AFTER RAINSTORMS TO CHECK FOR EROSION AND UNDERMINING. IF WASHOUT OR BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. Xi. CONTACT PARTY FOR E&S IMPLEMENTATION ROUTE 240 LLC P.O. BOX 35 IVY, VA 22945 _ N \ 4D . ... .... . .. > ........ ...... ..... \ f ,y ............ / �/r l ,4 . ........: ................... .... ................ 37B3 37.. ... ... ....... ...... ...... ..... ... ....... ........:::::.. ::. 4 ...... ........... ..................... .. ...... ... . ..... . . .. ............ �yl c ............:: ......... .......... 4 A I c j:: , . ..... ........... / ................. ........... ............. ....... .. ............... I .. ................... Y a .............. I t i j...:: i.._::: t' .. .' : :1: it 8 1 �- ..... ..... . E WON ALT AlliIY L IG TA-SEPP No. 695 +V -- ---_ - �. �„ ENGINEERS SURVEYORS „ : PLANNERS AssocuTEs 147 Mill Ridge Road 1402 Greenbrier P1see LywhbuM Vn 24502 Clwlotesvilb, VA 22901 Phone:434.592.6175 Phone:434.9942700 �►.�.w DESIGNED BY: DMJ/JLW DRAWN BY: JLW REVIEWED BY: HFW/AKS WW,q NUMBER: 204135DI REVISION BY DATE SOILS'MAP NO SCALE PROJECT: REVISION NUMBER: CHARLOTTESVILLE SELF STORAGE AT CROZET � ALBEMARLE COUNTY, VIRGINiA DRAWING NUMBER: TITLE: EROSION &SEDIMENT CONTROL c_/0 NARRATIVE AND DETAILS SHEET NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 4/35ca6.dgn CIVIL GRAPHIC 12/01/04 12 OF 16 I. STORMWATER NARRATIVE THE PROJECT SITE IS WITHIN THE BEAVER CREEK RESERVOIR WATERSHED. STORMWATER MANAGEMENT WILL BE PROVIDED ONSITE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS. SURFACE RUNOFF WITHIN THE PROJECT SITE IS DIRECTED TO TWO DRAINAGE WAYS (UNNAMED TRIBUTARIES TO BEAVER CREEK). DRAINAGE SHED A IS COMPRISED OF APPROXIMATELY 1.71 ACRES ONSITE AND SURFACE DRAINAGE IS DIRECTED NORTH TO THE NATURAL DRAINAGE WAY ALONG THE NORTHERN PROPERTY LINE, AND THEN EAST OFFSITE. THE EXISITING CONDITIONS IN SHED A CONSIST OF AN EXISTING PARKING LOT THAT WILL BE REDEVELOPED WITH A NEW SELF STORAGE FACILITY WITH TRAVEL WAYS. THERE WILL BE NO INCREASE IN IMPERVIOUS AREA WITHIN DRAINAGE SHED Al THEREFORE, NO QUANTITY CONTROLS WILL BE PROVIDED. STORMWATER MANAGEMENT QUALITY CONTROLS (BMP) IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS FOR DRINKING WATER WATERSHEDS WILL BE PROVIDED BY A BIO-RETENTION FACILITY LOCATED TO THE NORTH OF NEW STORAGE BUILDING G. THE BIO-RETENTION FACILITY WILL PROVIDE 50 PERCENT REMOVAL OF THE TARGET POLLUTANT PHOSPHOROUS EXCEEDING THE REQUIRED 15 PERCENT REMOVAL. THE FACILITY WILL BE 15 FF.F.T WMF, AND 194 FEET TONG F01 J]PPFD WITH A 25-FOOT GRASSED 11l 11 1 1-1% .j 1 1�11' 1 l► 1 1k1- 1 1�1..-% 1 tl % 1-1N,1..1,1 11 • .1111.1- 1 1 1.k►�1 1 •11s.1.It- 1 1-11 11 1 111 THE FACILITY. THE CONCENTRATED FLOW FROM THE CLOSED CONDUIT STORM DRAIN SYSTEM WITHIN SHED A IS DIRECTED INTO A VDOT CLASS I DRY RIP -RAP APRON PRIOR TO ENTERING THE BIO-RETENTION FACILITY TO RETARD DISCHARGE VELOCITY AND DISSIPATE ENERGY. THE FACILITY INCORPORATES A 10-FOOT WIDE BY 15-FOOT RIP -RAP EMERGENCY OUTFALL APRON WITH THE INVERT SET AT ELEVATION 643.50 TO PROVIDE A MAXIMUM PONDED DEPTH OF ONE FOOT. THE BIO- RE'TEN'TION FACILITY IS DESIGNED WITH A BIO-FILTER CONSISTING OF LUCK BIO-FILTER MIX OR TESTED APPROVED EQUAL WITH THE UNDERDRAIN AND D.I. WITH 12 HPDE OUTFALL. THE BIO-RETENTION AREA WILL BE EQUIPPED WITH VEGETATIVE PLANTINGS IN ACCORDANCE WITH WR-14. THE 12-INCH HPDE BIO-FILTER OUTFALL IS EQUIPPED WITH A 10-FOOT BY 10-FOOT VDOT CLASS I DRY RIP -RAP OUTFALL. SUFFICIENT RIP -RAP APRONS ARE INCLUDED BELOW BOTH THE EMERGENCY OUTFALL AND THE BIO-FILTER OUTFALL TO DISSIPATE ENERGY AND RENDER OUTFALL VELOCITIES NON -EROSIVE PRIOR TO DISCHARGE INTO THE NATURAL DRAINAGE WAYS. DRAINAGE SHED B IS COMPRISED OF 7.09 ACRES, OF WHICH 3.66 ACRES ARE ONSITE, AND 3.43 ACRES ARE OFFSITE. THE EXISTING CONDITIONS IN SHED B CONSIST OF AN EXISTING PARKING LOT AND OPEN SPACE. THE ONSITE AREA WILL BE REDEVELOPED WITH NEW SELF STORAGE BUILDINGS, ALONG WITH TRAVEL WAYS AND PARKING AREAS. APPROXIMATELY 0.40 ACRES OF ADDITIONAL RAPERVIOUS SURFACE WILL BE GENERATED IN SHED B. SURFACE RUNOFF IN SHED B WILL BE DIRECTED TO A BISECTING NATURAL DRAINAGE WAY THAT COLLECTS AND CONVEYS SURFACE RUNOFF SOUTHEAST AND EVENTUALLY OFFSITE. A COMBINATION SURFACE FACILITY WILL PROVIDE BOTH WATER QUALITY CONTROL AND EXTENDED DETENTION. STORAGE FOR WATER QUANTITY WILL BE PROVIDED TO ATTENUATE THE 2-YEAR AND 10-YEAR POST -DEVELOPMENT EVENTS. UTILIZING THE MODIFIED DIRECT METHOD, THE ALLOWABLE RELEASE RATE FOR THE POST -DEVELOPED 2-YEAR STORM IS 21.8 CFS, AND 28.5 CFS FOR THE 10-YEAR STORM. ROUTED RELEASE RATES WERE 8.33 CFS FOR THE 2-YEAR STORM, AND 14.19 CFS FOR THE 10-YEAR STORM. EXTENDED DETENTION VOLUME WILL BE PROVIDED FOR TWICE THE WATER QUALITY VOLUME, AS DETERMINED BY CAPTURING THE FIRST '/z 1NCH OF POST -DEVELOPED IMPERVIOUS SURFACE IN DRAINAGE SHED B. THE FACILITY IS DESIGNED WITH A MULTI -STAGE OUTFALL STRUCTURE CONTAINING A 3' NOTCHED WEIR TO CONTROL THE 2-YEAR STORM EVENT. THE FACILITY OUTFALL WILL BE PROVIDED WITH VDOT CLASS I DRY RIP -RAP TO RETARD PIPE EXIT VELOCITY BY DISSIPATING ENERGY AND RENDERING THE OUTFALL VELOCITY NON -EROSIVE PRIOR TO ENTERING THE NATURAL DRAINAGE WAY. DRAINAGE SHED C IS COMPRISED OF 0.50 ACRES ONSITE. THE EXISTING SURFACE CONDITIONS CONSIST OF AN ASPHALT DRIVEWAY AND OPEN SPACE. THIS AREA WILL BE REDEVELOPED WITH TRAVEL WAYS, PARKING AL.OTS, NEW SELF -STORAGE BUILDINGS AND AN OFFICE THAT INCORPORATES AN EMPLOYEE RESIDENTIAL APARTMENT. THIS AREA DRAfNS BY OVERLAND SHEET FLOW TO THE ANALYSIS POINT (AT THE FACILITY B OUTFALL). DRAINAGE SHED D IS COMPRISED OF 2.64 ACRES ONSITE. THIS AREA CONSISTS OF UNDEVELOPED OPEN SPACE AND WILL REMAIN UNDEVELOPED OPEN SPACE. DRAINAGE OCCURS VIA OVERLAND SHEET FLOW TO ANALYSIS POINT B (DOWNSTREAM OF THE SWM/BMP DETENTION FACILITY). NATURAL DRAINAGE SHEDS HAVE BEEN HONORED WITH THIS PLAN AND OUTFALLS HAVE BEEN RENDERED ADEQUATE AND IN COMPLIANCE WITH MS-19. IN SHED A THERE IS NO INCREASE IN RUNOFF AND WATER QUALITY CONTROL HAS BEEN PROVIDED IN A MANNER WHICH EXCEEDS THE REQUIREMENTS FOR DRINKING WATER WATERSHEDS. IN SHED B, WATER QUALITY CONTROL HAS BEEN PROVIDED TO ATTENUATE POST DEVELOPMENT RUNOFF RATES TO THAT LESS THAN THE PRE -DEVELOPED RATE, AND WATER QUANTITY CONTROL HAS BEEN PROVIDED IN A MANNER WHICH EXCEEDS THE REQUIREMENT FOR DRINKING WATER WATERSHEDS. THIS PROJECT (CHARLOTTESVILLE SELF STORAGE AT CROZET) IS IN COMPLIANCE WITH MS-19 IN THAT STORMWATER MANAGEMENT (SWM) QUANTITY CONTROL HAS BEEN PROVIDED ONSITE, WHICH ATTENUATES THE POST -DEVELOPED 2-YEAR AND 10-YEAR SURFACE RUNOFF RATE TO THAT BELOW THE PRE -DEVELOPED 2-YEAR AND 10-YEAR SURFACE RUNOFF GENERATED BY THE SITE. (SEE SWM/BMP NARRATIVE.) 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-21-05 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 I UPDATED SITE DATA AND INDEX OF SHEETS JLW I-3-05 NO. REVISION BY DATE: NO. RISER PIPE BASE CONDITIONS GROUT OUTLET PIPE TO ELEVATION 645.50 IN ORDER TO MAINTAIN POSITIVE DRAINAGE. 01 I6„ 18' 1 � TYPICAL CONCRETE BASE SOURCE: VA. DSWC SEDIMENT BASINSCr1r_.NRATIC ELEVATIONS DESIGN HIGH WATER (25-YR. STORM ELEV'.=650.12) MIN. 1.0' 0.5' MIN. 1.0' ....•.•....•�.._...:...:. .. ..:.....• 67 C.Y./ AC. - ., DRY " STORAGE .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. �... .... . ELEV.=649.94 ...... . 67 C.Y./ AC. WET " STORAGE xvvv.r••r::' .vv. •cvxr. rrraax� ELEV.=648.37sa'�3`A :.. :�,. _... _..... . SEDIMENT CLEANOUT POINT = 647.33 WET " STORAGE REDUCED TO 34 C.Y./ ACRE) SOURCE: VA. DSWC CREST OF EMERGENCY SPILLWAY RISER CREST DEWATERING 1 DEVICE ELEV. = 648.37 SEE DETAIL NEXT PAGE �. DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2" DIA. I A O ; O PLAN VIEW 54 " TACKWELD ALL AROL #6 X 12 " SPACER E (TYPICAL • RISER DIAMETER 36" SECTION A -A SOURCE: USDA-SCS REVISION r" I.N. T BAR SIZE BAR MIN.) PLATE. 3.14 - 2 TOP STIFFENER (IF REQUIRED) IS 2 "X 2 "X 1/4' ANGLE WELDED TO TOP AND ORIENTED PER- n n QENDICULAR TO CORRUGATIONS ISOMETRIC BY I DATE PEWtWA SEA" STEEL PLATE. PRESSURE RELIEF HOLES MAY 3E OMMITTED. IF ENDS OF 'ORRUGATIONS ARE LEFT FULLY )PEN WHEN THE TOP IS 4TTACHED. �YL I NDER IS 14 GAGE CORRUGATE AETAL PIPE OR FABRICATED FROM 1 /8" STEEL PLATE. VOTES: I. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. ?. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. AMY K.IG TA -SE" n No.3 952 i�ii� �s c� o ��� NALE..a�' PLATE. 3.14-10 7 �. , •I-, •� S MIN. + = /�-���,�� 11 ram.;.. ,: MIN. 3S •- !1 Lt-MIN. 3S .: ••� _ •ice.• •fit♦ F. � ♦ ��� /fir GEOTE.FABRIC .�%1 J ..• 9.. GEOTEXTILE , ob • -. SECTIONFABRIC SECTION NOTES: low MIN. 3S FOR MULTIPLE LINE INSTALLATIONS DIMENSION E, OUTSIDE THE CHANNEL WIDTH 1=; 1 ♦ • • • • • • •/ �' .. J 3. GEOTEXTILE FAWC TO BE INSTAL.LED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WrTH THE SPECIFICATIONS. 4H 4. S - DLAMETER OF CIRCL)LAR CULVERT OR SPAN FOR BOX, ELLPTICAL OR ARCH CULVERT. - DIAMETER OF aRCL&AR CULVERT OR RISE/HEIGHT FOR BOX. ELLIPTICAL OR ARCH - �:.Ar`�I;�9 5XUSE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH GEOTEXTILE OF CHANNEL.MATCHGROUND. DEPTHFABRI SECTION B-B CLASSI 2- STONE FOR EROSION CONTROL - 204 245 • • •TRANSPORTATION • rr ALUMINUM BLACK JERITH STYLE 100 FENCE DECORATIVE FENCE DETAIL NO SCALE 1- 15' 0. C. WOOD POST AND CABLE VEGETATION PROTECTION NO SCALE GATES: OPAQUE WOOD ON STEEL FRAME ENCLOSURE: WOOD POST WALL SECTION - 8 X4 "X6' TH r- TO CMATCH EEXIER TIO1 OF OFFICE/APARTMI CONCRETE PAD: 6xC W1.4xW1.4 5" THICK BRUSH F SLOPE TO FRONT 1 FLUSH WITH ASPHA AT FRONT EDGE ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 GreenWer Place Lynchburg, Vs 24502 Chwio mville, VA 22901 Phone:434.582.6175 Phone:434.91842700 www.wwwsociabesmet CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX / ��- -r.•-� �� ,/J Jill Fcaw ' 1 III III „ 4r 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO.STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. 000 �• U t� / -� . 'fit ad i, Ii'I ji i - ........... - FLOW / - III SHEET FLOW INSTALLATION (PERSPECTIVE VIED) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 1& 0U 1 s• •J 1 1 1 1 . I&I 1 .1 1 • 1 l' �.• Il�at• 1 ,�� J M. k1j.1(!►�Y PLATE. 3.05-2 Lo M 0----------------- -- to 5" I.D. CONCRETE FILLED STEEL PIPE in �4" 21A ELEVATION DUMPSTER PAD &ENCLOSURE DETAIL NO SCALE 7 Celli DESIGNED BY: PROJECT: REVISION NUMBER: DMJ/JLW CHARLOTTESVILLE SELF STORAGE AT CROZET DRAWN BY: ALBS UUE COUNTY VIRGI��IA 2 DRAWING NUMBER: JLW REVIEWED BY: TITLE: STORMWATER MANAGEMENT c_// HFWIAKS NARRATIVE AND DETAILS - SHEET NUMBER: WW A NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 204135DI 4135cO7.dgn CIVIL GRAPHIC 12/01/04 13 OF 16. PRRMANFNT STORM WATER �TRT WTI TRF 0- orz D L 81 654 NEW 652 650 648 646efilemil 64436- 642 ORIFICE 640630 MAX 636 634 632 630 628 626 624 SCALE 4:1 WSE ELEVATONS WSE ELEVATONS 100-YR WSE = 650.36 100-YR WSE = 650.36 25-YR WSE 650.24 25-YR WSE = 650.24 10-YR WSE = 650.13 10-YR WSE = 650.13 - = 649.90 2-YR WSE 649.90 2 YR WSE TOP 0 TOP 0 EMBANKMENT EMBANK = ENT = 6 652.36 652.3 NOTE: PR VI PR vl EMERGENCY EMERGENCY ELEV. 650.2 ELEV. 650.2 WI wl PILLWAY PILLWAY -V -V PROVIDE 0 PROVIDE 0 GRADE GRADE PROTECTION PROTECTION 3 3 CM CM RISER CREST RISER CREST 1 L = 649.91 `� n 9,-:�-�H RACK RACK MP MP � 4" OR 4" ORIFICE Fl CONC BASE CONC BASE 0 o " d: � __` � � --- MIN BF' �ol� 1hll�fi�1 MIN -4 B TO� � �I��'i� . - AND PIPE AND PIPE CAP In CAP co ORIFICE. ORIFlC FOR USE AS FOR USE AS � ° o o o Z z � NOTE: NOTE: z z II II � a TO CONVERT SEDIMENT BASIN TO PERMANENT TO CONVERT SEDIMENT BASIN TO PERMANENT STORM WATER MANAGEMENT FACILITY CUT WEIR STORM WATER MANAGEMENT FACILITY CUT WEIR NOTCH AS SHOWN IN INSET, CAP A13D SEAL NOTCH AS SHOWN IN INSET. CAP A>3D SEAL EQcS ORIFlCE, UNCAP 4' STORM WATER MANAGEM EdcS ORIFICE, UNCAP 4" STORM WATER MANAGEM ORIFlCE AND ADD TRASH RACK. ORIFICE AND ADD TRASH RACK. a a ? ? o � 0 o NT NT � � N N d. �. a -.4- o [ --A-1 EW-1,1A 1 I S X ew SEE - - D NOTE i b SHAPE TO BE BEVELED WITH MORTAR � 1 � H FLOW -�-� --�-- - -1--- ° -- �-'-- - - - - - - - - - - - -- DO NOT BEVEL INVERT a L �'•--- C-►� NOTES: I 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL 6. BEVEL EDGE IS REQUIRED ON TK' HEADWALL AT THE INLET END OF THE 1rynt111� I'r Ij'llfit �n -1 If 1����t� �Rlr it ►1� t A-r -,1^11 Trw nr r►mwAt l rI11 VrPT (wllrpr Tilt- rl nw r 'per Tllr' (,I11 vrPT) 1'I,vJL�. /'bvvL I ILL ..Lvl"L, 1 I .. vl"L, VIA �IIVVLVLI% 7. HEADWALL AT THE OUTLET END -)' THE CULVERT MAY BE EITHLH SQUAHt 2. THIS ITEM MAY BE PRECAST OR CAST W PLACE. EDGE OR BEVEL EDGE. 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 8. ON SHALLOW FILLS, WHERE ENDv'):LL.S ARE 1 ' OR LESS BELOW SHOULDER 101.02. LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (0• TO 45• ). 9. sf4"' CHAMFER MAY BE PROVIDED CNI ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. EW-1 EW-1A ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18" 21" OR 24" 27" OR 30" 33" OR 36" A 0'-6" 0'-8" 0'-9" 0--11" 11-0" 1'-0" B 0'-11" 1'-i" T-3" T-6" 1'-911 2'-0" C 1'-4t1 1'-71' 1'-9" 2'-2" 2'-6" 20-9'1 D 1'-0" 1'-3" 1'-6" 2'-0" 2'-6.1 3--0" F 0'-6" 0--8" 0'-8" 0'-9" 0'-9" 0'-9" H 2'-3" 2'-11" 3'-2" 3'-9" 4'-3" 4'-9" L 4'-0" 5'-0" 6'-0" 8'-0" 10'-0" 12'-0" a O'-11/4" O'-1�4" 01-211 01-21/201 01-31/411 O,-3Y41, _. b 0--1" 0'-11/4" 01-11/2" 0'-2" O'-21/211 0'-3" CUBIC YARDS OF CONCRETE CONC.. PIPE 0.241 0.492 0.697 1.319 2.067 2.947 C.M. PIPE 0.257 0.521 0.739 1.398 2.198 3.145 ENDWALL FOR ELL "TICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 23"x14" 301109" 34"x22" 38"x24" 42"x27" 45"x29" 49"x32" 53"x34" A 01-811 0'-9" 04- IV'1 0'-1111 01-11" 1'-0" 1'-011 1'-011 B C T-8" 1'-1111 21-1,1 21-4/1 2'-511 2--7-- 21-811 21-9„ D 1'-2" 1'-7" 1'-10" 2'-0" 2'-3" 2'-5" 2'-8" 2'-10" F 01-011 0'-801 0'-A„ 0'-911 0'-916 0'-911 0'-91, 01-9II H 2'-1CC77011 3'-311 3'-711 3'-9" 4'-011 41-211 1-56' 4 41-714 L 5'-5" 7'-2" 8'-6" 9'-27" 10'-2" 10'-11" 12'-1" 12'-11" S 1'-11" 2'-6" 2'-10" 3'-2" 3'-6" 3'-9" 4'-111 4'-5" a O'-2V2" 0'-31/41' O'-31/2" 0--4" O'-4;2' 0'-4Y4" 04-5" O'-51/211 b 0'-2" 0'-21/2" 0'-2�4" 0'-3" - 0'-31/2' 01-3Y4" 0'-4" O'-41/211 CUBIC YARDS OF CONCRETE CONC.PIPE 0.502 0.855 1.236 1.500 1.811 2.101 2.512 2.801 SPECIFICATION REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 12 12"-36" CIRCULAR AND 23"04"-53"x34" ELLIPTICAL. PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 2:1 SLOPE GEOTEXTILE FABRIC EC-1 RlPRAP SECTION B-B cv�ss i 2' THICK EMERGENCY OVEDFLOV�i� OUTFACE CHANNEL RISER DETAIL 36' DIAMETER CUP RISER /2' DIAMETER THREADED Pw Vsw STEEL RODS HEX NUTS WITH WASHERS TALL MOUNTING HARDWARE TO BE GALVANIZED STEEL) REST - 649.91 INV.s649.00 3` WEIR ALONG ` CIRCUMFERENCE V � CMP DIAMETER ac&,Qiaa vim► NOTE: 3' WEIR IS MEASURED BY THE CIRCUMFERENCE OF THE 36'CMP RISER. RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING CALCULATIONS EPTH ELEV. S =DRY STORAGE AREA = 12.825 CF 0 = S/21.600 SEC (FOR 6 HOUR •• --- DRAWDOWN ) OVARIES 0 = 0.59 CFS - As POLYETHYLENE tun urc, --- DRAINAGE TUBING. STORAGE H = 649.94 - 648.37=1.57/2 = 0.785 7" DIAMETER CREST OF WET (RISER � )URGE: VA. DSWC PLATE. 3. 14-15 . 1/4" STEEL PLATE METAL GRATING (GALV. STEEL) 1.3"11 24" 3" BOLTED TO EW-1 WELDED TO 1/" STEEL PLATE (1 "x1 " MAX OPENING) -\ l- VDOT STD. EW-1 BMP -,\ ------------ 10 � O "RIFACE \ \/\ O I 3,. \ 3„ I I ELEVATION Fol 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3 2/-05 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3 2-05 I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 N0. REVISION BY DATE N0. REVISION BY DATE AIRY K.IG TA-SEPP . No 369 r sSfoCQ� SCALE 20:1 PROVIDE CLEANOUT AT 50' f7Tn1Vr nRnTrrTInN INTFRVAI S ANn AT FNI)S OF PAVEMENT Al irv" I � 1 uL-c.vrr (,'LtANUUI Wll I-i PREVENT TO PREVENT WATERTIGHT CLOGGING. CAP (TYP) DROP S00 TURF PAVED CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 3" SM-91.8A ASPHALT /70'-MIN. TOP C0 URSE A EXISTING2y.--� 1-4-2% • • • PAVEMENT FILTER CLOTH 6" MINT A „ EXISTING GROUND 41 , 1.11 of x. :;:12' MIN. � • :�2x:� ::`f-2x POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE � MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW 3 MIN. 21A AGGREGATE BASE EXISTING PAVEMENT 1 IL- 1L1. V1-V„1 SECTION A -A NOTE A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING AWASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES. OR WATER COURSES. }URGE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSI9C INLEA. T COVER SELF STORAGE TRAVELWAYS TYPICAL SECTION NOT TO SCALE =-�--�-. ENGINEERS SURVEYORS PLANNERS AssocuTEs 147 Mill Ridge Road 1402 Greenbrier Place Lynchburg, Vn 24502 Ci>srlottesvilb, VA 22901 1'hoae:434.382.6175 1'iboae:434.984.2704 www.wwaseociaiea.aet 1/" STEEL PLATE BOLTED TO EW-1 METAL GRATING (GALV. STEEL) 11" WELDED TO 1/" STEEL PLATE 4 (1 "x1" MAX OPENING) job\, Ew- i 4 � p \/\/\ 4" PIPE\/\/\/\ TO �s °LAB Q Q Q ", Q / Q L L 2'-2" � 12" 6" CONCRETE APRON SECTION BMP EXTENDED DRAWDOWN DEVICE_ RT 240 TURN LANE ONLY TYPICAL SECTION NOT TO SCALE DESIGNED BY: PROJECT: REVISION NUMBER: DMJ/JLW C51 HARLOTTESVILLE SELF STORAGE AT CROZET DRAWN BY: ALBENZARLE COUNTY VIRGINIA � DRAWING NUMBER: JLW TITLE: REVIEWED BY: STORM WATER DETENTION DETAILS C-11A HFW/AKS SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 12/01/04 J A OF 16 204I35.0/ 4135c11A.d9 n CIVIL NTS \ \ \ __614 ---6A6 6 __ 6------ 2C _ 62g__630 ___ -- ---------------- 6 - ��%% - - - BRAEBURIU ____ Ll l D �H IUE H S H/� , 6 -TIVP 56-67- --- ,2 - ZONED. - RA �HAL AREA- __--/F-RESENT USE. FARelAIG 644 T RL- E L r \ \ \ \ 0 / Q0 0) 6,50 rim Qj Q) / : / ( 51 . . . . . . . . . r C_ / V �O / . : o �5 ' . . . . 0\ \ \ \ / ....1v v / �\/' . . . . . . . . . . . . i \ . . . . . / . V / .. .... ....... ............. \ \ �\, .. .......... r.... o \ \ _ /. O O° j f \ \ \ f f \ f \ \ r \ � � -/G � � ,gyp • , - �: \\' + � 6 ' I \ \ \ \ \ , .... x\9 ' ' v ..... C/ ..... 6\ P(0 71 Nl \ ........ .... ..... CD \ �D , - I . . . - . . . . . . . . . . . . . . . . . ° �\ \ \ 1 / O \�\, l� Epp O v \ \ \ \\ \ \ \ \ 1 `� 4 " ::.. ..: - o� o� :: O� o� \ \ \ \ \ \ 11 J ......... � o O ... ��:.. \ 40 pR. . . . . . . .. . . . . . . . . \ - .k - !- 0 . . . . . . . - . . ,. . . . . \ V ! \ \ \ \ \ \ "y a 6 \\ \ \. o D Qp \ co O <\ ......... ..\. \\col : .......... .......... ........... ............ .... Q vJ \\.664 \ \ \ 00 S AN THLINE_ AiCHLI 666 C) �� - � �o _,\ A , I N. 0 DR co) �p -SE DRAWIN L 'AW lj*�d L 1 tom{ 0 ro Ic 9 �. 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-21-05 2 REVISED PER COUNTY,SERVICE A(lfHORITY,AND VDOT COMMENTS AKS 3-2-05 I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 N0. REVISION BY DATE N0. REVISION BY I DATE AYY L IG;A-SEPP a-. A�l NOTE: NO SITE EQUIPMENT SHALL BE VISIBLE FROM THE ENTRANCE CORRIDOR (EC). IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED J r �-- ENGINEERS SURVEYORS DESIGNED BY: DMJ/JLW _ DRAWN BY: PLANNERS JLW AssocuTEs REVIEWED BY: HFWIAKS 147 Mill Ridge Road 1402 Greenbrier Place �/�/W A NUMBER: Lynchburg. Va 24502 ClwloftrAlK VA 22901 PROJECT: CHARLOTTESVILLE SELF STORAGE AT CROZET ALBEMARLE COUNTY, VIRGINIA TITLE: LANDSCAPE PLAN f- I L NAME: I DI SCI PLI NE: M SCALE. DATE: 4135LO2.dgn I CIVIL REVISION 'NUMBER: DRAWING NUMBER: L-2 SHEET NUMBER: r - 31Y I 121oiio4 I l5 OF 16 �eA 131.66 929.381 P/L P/L P/L P/L P/L P/L P/L P/L- - - - P/L P/L N430 44'59" W x x x x x x x x _X N430 44'59"W = J / -°_ _°-o- -°- -°_°_ -°- -°- _°_0 o flLo�J�I PARKING SETBACK `��1' ��,� 0 - - ��-�-� 0 o P��J GP �. 0.0 0. 0. 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0. 0.1 0.2 0.3 0.3 0.3 0.7 2 0.1 0.3 0.3 0.4 0.3 0.4 0QU41�W0.SEOTBA .0 0.0 0.0 0.0 �r....r...... j - - --W- .rr .r.....uY..a..u+.r +..rr.r • rr�.....r.�-.�... a..�.-r.f-�.n.�. o Q� ••- SD SD- 0.0 0.1 3.8 9.5 9.4 4.4 12.2 1.5 10.8 .6 11.9 7.9 0.2 3.7 10. 10.3 3.8 10.4 2.4 0.2 7.9 it 13.2 3.0 13.6 0.6 0.7 13.0 a8 8.9 0.2 0.0 r0.0 0.0 0.0 I / Ali ° \� .0 0.0 0.2 0.4 0.7 .1 0. 1.6 1 0.5 0.2 0. 0 0.0 0.0 0.0 0.5 6.3 00 0 0 \8 13.0 0.8 0 w o0 7.8 0. 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C� 2.4 C) 18.5 0.8 8.7 0.2 ° 0 0.0 0.0 0.0 Z 0 3.3 2.0 0 1.9 1. 0 1..6 0 2.6 2.7 0 1.5 0.2 0 0. ® 0 0.0 0.0 0.0 0.0 0 ° CK 0.0 0.4 3. 3 V) U) V) o o 0 0.0 0.5 6.9 0.8 16.7 2.5 21.5 6.7 0.6 16.0 5.6 0.2 .� 0�0.2 0. 110 0.0 0.0 0.0 0.0 0 0 - OTC) O O O�0 mcr O�o goo �Oo 0. 0 0. 6 17. 9 0 o0 p � 0. 6 18. 0 °0 00 6 1. 5 43. 1 _j 5. 2 t` 0. 5 13. 0 1 'n 8. 0 0. 2 0. 0. 7 0� 0. 2 0. °�.� 0. 0 0. 0 0. 0. 0 !.`c �Q � �• \�� C) W) � cn In n t� co tL r in O ! `C w u o a q w y z n o li z a p II z o u °\ -- -- / 0. 0.8 19.7 (n� a > 1.4 8.4 - a 2.6 5. � � d� 3.9 L w o w 2.2 7.3 w � o � 8.7 0. .6. 7. \ .3 4 1�3\0:2 0. °i�0 0:� 0.0 .QI 0.0 \�O J w1- w _j _j w~ w w w W waft °� d 0.3 3.1 15.6 1.0 8.3 0. 3.4 19..5 1.0 1. \ 19.8 0 0.1 0. 0. �� 0.0 0.0 I / 00.0 0.2 � ___0 0.9 .9 0 . � 2.0 8.9 0.7 /0. 1 � 1. � 6. f�F! F� S F� ,/C � \ 2.9 Sc��3 1� 0 . z 0 0.0 0.0 _! 8 ° E� F,N B J 0.0 0.1 1.9 6.2 6.0 3.2 9.4 1.1 5.8 3.7 8.1 7.0 0.2 1.4 5.1 4.6 2.3 4.6 2.6 0.2 3.5 2.4 4.0 1.0 8 1_ 0.6 0:# "4.4 3.0 4.7 0.3 .0 �! 6 F� ,� \ 17 0.5 0.2 .0 0.0 0.0 0.0 0.0 1� 24 701 00. ��O. 0.1 0.1 0.2 0.3 0.2 0.1 0.1 0.2 0.2 0.0 0.1 0.1 &4- 0.1 0-.2-0.2, 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.1 J0.1 0.1 �- 0:0 .iY 0.0 0.0 0. 0.7 9 0' 0. 0.0 0. 0.0 0.0 0.0 I 0.0 0.0. 0 0. 0 0. 0 .0 0. 0 0. . 0 .0 0. 0.0 0. 0 .0 0. 0.0 i . 0 • 0.0 -0. F0 --0.0 0.0 0r0 0: 0 • 0' vH . 0- 0. 0 0.Aet OR 0.0 .0 0.0 0. 0.0 VY/L GI 0. 0 .0 0.0 0.0 0.0 0.0 0.0 0 0 0 0. 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 0.0 0.0 0.i0 0 .0 0.0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0\ 0.0 0. \� 1 0.0 0. 0.0 0. 0 X0 11: � 6. 4- 4 : 1 0. 0 2 �� 0.0 .0 \ o . 661 's° F a SERIES Z 0.0 . Bl, 0. 0.6 ` 0. �v 14*7 1.0 0 0.0 0. 0.0 ' C � 0.0 0.0 0.0 0.0 0 0:0 0.'�• 0. 6.5 0.1 1.1 5t� SPECIFICATIONS // O \ O Aj / (� Q� The WME Wail Sconce is a low profile, designer luminalre that provides excellent / tub ���. 0 Ita.,O' �`0 0.0 0. 0.0 ' 0.0 0�. 2 0.2 .0 . 2 III umination and uniformity with sharp shut-off optics. / PAP0 0 - I-,' -1s A- o /J FQ. The W M E is a trapezoidal shaped, one-piece precision ptst aluminum cordtrucifon, with an architectural design and decorative twin reveal. Its desig•1 features a �� Q \ / C/SF./ one-piece, precision cast aluminum door frame that is hinged, find secured by = r., ST "11� 0.0 0.3 2 .8 Q two stainless steel screws, and a ribbed back plate designed to dissipate heat for an extended lamp and ballast life. / ANT .0 1 5 % f The Reflector is a sharp cutoff, specular, segmented alumintml, available. In IES � Q� types I, i I,111, and IV dIstrib(ItW L (For IndIrect or up light applications, please S _ \ '/ • istr DIMENSIONS consult factory for distribution options.) `� My / 7 ° �Q) Q .0 /C v I _- The lens Is a clear, tempered, fiat gtaw, fully gasketted and secured by (4) lens ��,Z �� \•, retainers and form fitting silicon c The Finish is a Quail -Guard' textured, thermoset, polyester powder coat, oven baked at a temperature of 400' Fahrenheit to promote maximum adherence and Sip finish badness. The ballasi is a CWA or HPF regulating auto transformer, available in MH, HPS, M Pulse -Start M H, and energy efficient Compact Fluorescent. \ �� A 8 C WMt t Ir r All fixtures are factory pretarnped and tested, and wired to voltage specifications, prior to shipment. / P ORDERING INFORMATION SELECT APPMrIUATECIMCEFROM EAC14 COLUMN TOFORMULATEORDER C90E.Nek►10=0Alebelow. LAMP LICHT LiNE LUMINAIRE SERIES DISTRIBUTIOM WATTAGE SOURCE VOLTAGEt MOUNTING FINISH OPTIONS W)fA5 1- Type I dN W ON - Metal "slide 120v OL - Okla DOW PC - Photo Coil III - 11 >'01A1 - w ar z=v Li9ft Wall M11halck •R - Gwou Restrike III-T 11 190w NPS -Nish Peesswe Sodkm 240V UL- 1**hvct Up Li- Light Shield IV - Tow IV 17sw 277V Light Wail gnu - Creeo st< - S� to-tb+e 2oow � - Fhrareseent 480V Mooat 0RY-erg 25OW (Please comit - Mufti Tape cC - Cimmn Of - Double to-L i••e 32OW attar for Compact Colo. Fuse 350W 400w Fluorescent Goioos.) --_.l --__.- �- WME III 150 MH 208 OL BLK PC (EXAM/LE 0WE10 ORDER: ),1(13) I-Ic VbCqN �qC56 Approved By: WLS L 16 H T I N 6 SYSTEMS / PmlectName: MANUFACTURING SINCE 1969 Location: P.O. Box 100519 1 Fort Worth, TX 76185 Date: 800.633.8711 a Fax: 817.735.4824 4www.WlsiiShtiNy.am Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. 3 ALBEMARLE COUNTY ENGINEERING COMMENTS AKS 3-21-05 2 REVISED PER COUNTY, SERVICE AUTHORITY, AND VDOT COMMENTS AKS 3-2-05 I UPDATED SITE DATA AND INDEX OF SHEETS JLW 1-3-05 NO. - REVISION BY DATE N0. IF THIS DRAWING IS A-.- REDUCTION GRAPHIC SCALE MUST BE USED yri 50' 0 50' o-a■ I �Q MAINTAINED F❑❑TCANDLE VALUE AT GRADE, �O, , USING A 1.0 MAINTENANCr- FACTOR ,z' ,i SUMMARY e\v Q # POINTS 330 '� , AVERAGE 4_1 MAXIMUM 67.5. / MINIMUM 0.0 AVG/MIN 9999.99 MAX/MIN 9999.99 V � I A DESIGNED BY: PROJECT: REVISION NUMBER: --" ENGIN]EERS DMJiJLW CHARLOTTESVILLE SELF STORAGE AT CROZET t l SURVEYORS DRAWN BY: ALBE�ZARLE COUNTY, VIRGIl�TIA DRAWING NUMBER: PLANNED S JLW TITLE: AssocuTEs REVIEWED BY: PHOTOMETRIC PLAN HFW,AKS ---- - - -- _ . - - - - - ---- -- SHFFT N1 IAIPFR: 147 Mill Ridge Rod 1402 Greenbrier Puce Lyachbotg, Va 24502 C1w1otWsvMe, VA 22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone:434.582.6175 Phone:434.9942700 REVISION BY DATE www.wwwociaws.net 204135DI 4135LIGHTING.dgn CIVIL P-50' I2/OI/04 16 OF 16