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SDP201600046 Plan - Approved Minor Amendment 2016-10-20
TAX MAP PARCEL: 61 M-12-1 F & 61 M-12-1 A ZONING: C1 PREVIOUS SITE PLANS: NONE LIMITS OF DISTURBANCE: 6,500 SQ. FT. MAGISTERIAL DISTRICT: RIO SOURCE TOPOGRAPHY: LINCOLN, JAN 2016 BENCHMARK: T-2 NORTH 3917704.31900 EAST 11488958.55400 ELEV 518.44 T-3 NORTH 3917928,99500 EAST 11488769.33300 ELEV 529.33 T-4 NORTH 3917805.68200 EAST 11488753.18800 ELEV 506.76 DATUM: HORIZONTAL: NAD '83 SOUTH ZONE VERTICAL: NAVD '88 BUILDING HEIGHT: 33 FT. BUILDING AREA: 1,411 SQ. FT. PROPOSED USES: RESCUE SQUAD NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: MEADOW CREEK WATERSHED THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. Ak I Ikk MR_ MINOR SITE PLAN AMENDMEN11 MMSKIju9mg AUD:' � �L'WAak � '0 Uw�'140D DID] " We ffe'll 11 COUNTY OF ALBE,MARLE, VIRGINIA VICINITY MAP SCALE 111: 2000' OWNER: ALBEMARLE COUNTY 401 M CI NTI RE RD CHARLOTTESVILLE, VA 22902 CONTACT: BLADE ABPLANALP TELEPHONE: 434-872-4501 FAX: 434-293-0294 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN HASH, P.E. TELEPHONE: 434-327-1691 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL MAP C1.0 NOTES & DETAILS C2.0 EXISITING CONDITIONS & DEMO PLAN C3.0 SITE PLAN TOTAL #'# OF SHEETS = 5 Submittal Type Reviewed and Approved by the Communitv Development [department EI) ate 1 vvtld 1-0- 4 - -- rsI� t- lure ARCHITECT 4031 UniversilY Drive, Suite 120, Fairfax, VA. 22130 Tel p ho ne: (703)352-1333 Fax.(703)691-9111 CIVIL TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: COUNTY OF ALBEMARLE DEPARFIRE TMENT RESCUE. COUNTY OF ALBEMARLE FACILITIESf ENVIRONMENT] • 04 s es As Ds CHARLOTTESVILL, VA t PROJECT NUMBER:00 STAMP AND SEAL: i° Lie, dao. 31371 1a 116 7ONA;LCs SHEET TITLE: C�Ii1�ID SCALE: SHEET NO: ISSUE DATE: TMP 61 M-07-18 HUGHES, JOHN E R2 RESIDENTIAL SINGLE FAMILY TMP 61M-07-16 TMP 61 M-12-1 G COUNTY OF ALBEMARLE Cl COMMERCIAL FIRE/RESCUE STATION -583'29'41 "E D HASANOVIC, ADMIR OF BINASA 266.8'--- 2 R2 RESIDENTIAL ------- SINGLE FAMILY TMP 61M -12-1F F."WoluffIllucm 4031 UIversity Drive, Suite 120, Fai,fax, VA— 2203 1 T , 1p e:(703)352-1933 ( 703)352-1933 F (703)69 1 91 71 CIVIL TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: CO I NTY OF ALBEMARLE DEPARTMENT OF FIRE AND RESCUE. COUNTY OF ALBEMARLE FACILITIES AND 4 J� il SERVICES RESCUE 8 STATION ALBEMARLE COUNTY,'VA TMP 61 M-07-14 FRITZ, JOSEPH D R2 RESIDENTAL 3045 BERKMAR DR. SINGLE FAMILY CHARLOTIES VILL, VA ZHA PROJECT NUMBER: 15115.00 TMP 61M-12-1 A COUNTY OF ALBEMARLE Cl COMMERCIAL STAMP AND SEAL: VACANT COMMERCIAL T1 % 2 TT �wf Lie, No. 31371 % l(NAL % SHEET TITLE: OVERALL MAP co 00 z SCALE 1"=20' 20' 40' SCALE: SHEET NO: cO.1 ISSUE DATE: /Y3 'CCQiko� C). o. COUNTY OF ALBEMARLE MI 1J Ln II Illo 0 II I Cl COMMERCIAL LLI-J FIRE/RESCUE STATION 01 :Dl 4< cp O (y) i U) di . .. . . . .. ......... ................ ....... ... ..... ..... .......... .......... ......... .......... ....... ............... 2 P "D ......... ........... ............. ............. ................. ............. . .......... ............. ............... . . ....... . - .... ........... . .......... - ............. .......... . XXXXXXX.-.. ............ .... . ....... ....... TMP 61 M-07-15 ......... ... ............. ........................ ROGAN, JOHN T & MARGARET D ........... ............. ...... . . . . R2 RESIDENTIAL . ............ .. . .......... .. ........... ... . ....... . . ... ... .. ........... . ...... ........ . . . . . ........... . . ........ SINGLE FAMILY 0, ........... . ...... ... .. ........... .. . .............. .. ... ............... (j) . ........ .......... ..... .... ... .......... . . . ...... . .. . .............. .... .... ........ I.." ................... .......................... .. . ... ................. . ... . .. ....... . .......... .......... I...............,......." . .. ..... . . ........ . . ......... .. . ........... . ... ...... . . ........... . . .. .................. . ... .. 1\ -4 . .................... .................. . ........ . . . ....................... .............. . ........... ....................... . ..... F."WoluffIllucm 4031 UIversity Drive, Suite 120, Fai,fax, VA— 2203 1 T , 1p e:(703)352-1933 ( 703)352-1933 F (703)69 1 91 71 CIVIL TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: CO I NTY OF ALBEMARLE DEPARTMENT OF FIRE AND RESCUE. COUNTY OF ALBEMARLE FACILITIES AND 4 J� il SERVICES RESCUE 8 STATION ALBEMARLE COUNTY,'VA TMP 61 M-07-14 FRITZ, JOSEPH D R2 RESIDENTAL 3045 BERKMAR DR. SINGLE FAMILY CHARLOTIES VILL, VA ZHA PROJECT NUMBER: 15115.00 TMP 61M-12-1 A COUNTY OF ALBEMARLE Cl COMMERCIAL STAMP AND SEAL: VACANT COMMERCIAL T1 % 2 TT �wf Lie, No. 31371 % l(NAL % SHEET TITLE: OVERALL MAP co 00 z SCALE 1"=20' 20' 40' SCALE: SHEET NO: cO.1 ISSUE DATE: /Y3 'CCQiko� C). po U-1 (D MI 1J Ln II Illo 0 II I 0< F- f < I LLI-J 01 :Dl 4< O (y) i U) F."WoluffIllucm 4031 UIversity Drive, Suite 120, Fai,fax, VA— 2203 1 T , 1p e:(703)352-1933 ( 703)352-1933 F (703)69 1 91 71 CIVIL TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: CO I NTY OF ALBEMARLE DEPARTMENT OF FIRE AND RESCUE. COUNTY OF ALBEMARLE FACILITIES AND 4 J� il SERVICES RESCUE 8 STATION ALBEMARLE COUNTY,'VA TMP 61 M-07-14 FRITZ, JOSEPH D R2 RESIDENTAL 3045 BERKMAR DR. SINGLE FAMILY CHARLOTIES VILL, VA ZHA PROJECT NUMBER: 15115.00 TMP 61M-12-1 A COUNTY OF ALBEMARLE Cl COMMERCIAL STAMP AND SEAL: VACANT COMMERCIAL T1 % 2 TT �wf Lie, No. 31371 % l(NAL % SHEET TITLE: OVERALL MAP co 00 z SCALE 1"=20' 20' 40' SCALE: SHEET NO: cO.1 ISSUE DATE: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PAVEMENT STRIPING TO BE IN ACCORDANCE WITH CURRENT VDOT SPECIFICATION AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. L 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OFA L UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 13. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 14. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 15. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 17. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 19. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 20. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS, AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMAENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENEIRAL SLOPES" IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENACE SLOPES" IIN TABLE 3.32-D OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. SURVEY LEGEND: - TOP OF CURB ...�I '- R=2" BSL = BUILDING SETBACK BCIRCH COH CB AN OUT TREE04' CED CEDAR TEECSW_ CO CRETE SIDEWALK \��\��\ 6 L ELECTRIC EBBOX EC = EDGE OF CONCRETE EG = EDGE OF GRAVEL SURFACE EEP = EDGE OF S - END SEECTIONEMENT 18" �// j // j / a dd ° FH DC FIFIRE RE HYDRANT MENT CONNECTION \\� j\� j4. BASE HICHICKORY TREE 10 INVERT IN\\� a = INVERT OUT\�j\� IF = IRON FOUND IS = IRON SET 3 VDOT A-3 CONCRETE INV = INVERT LP = LIGHT POLE o o p o 0 0 o SUBBASE MB = MAILBOX MON = MONUMENT MAP = MAPLE TREE PIV = POST INDICATOR VALVE PVC = POLYVINYL CHLORIDE CONTINUE 21B STONE BASE POP = POPLAR TREE FROM ADJACENT PAVEMENT PWL = PAINTED WHITE LINE RO = RED OAK TREE SECTION UNDER CURB RCP = REINFORCED CONCRETE PIPE S = SIGN VDOT STANDARD CG -2 CURB SDMH =STORM DRAIN MANHOLE SSMH = SANITARY SEWER MANHOLE No Scale SYC = SYCAMORE TREE TREE = TREE (SPECIES UNKNOWN) Cc -12, TC = TOP OF CURB - TW = TOP OF WALL GENERAL NOTES:\p , VCP = VITRIFIED CLAY PIPE 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4'-� �\y WV = WATER VALVE 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) V 3- gq s WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE = W T OAK Max RAMP FLOOR BY 2 F00T W LENGTH IN THE DIRECTION OF PEDESTRIAN \ WMV = WATERMETER VAULT MATERIAL OTHER TAPES OF MAI ERIAL WITH 7H. TRUNCATED EL. 0 ER UNC ED DOMES DETECTABLE TYPE A +500.50 = SPOT ELEVATION WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 4TRE20 = 4" TREE WITH 20' CANOPY (DIAMETER) 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP ? =UNKNOWN DIRECTION OR DIMENSION FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. \v/ /y\ 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FCR DOWEL BARS SO �/jyvijly��i ; THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER Pi AGEMENT OF ,�j\�T`\j \� S' MIN PRECAST RAMP FLOUR. PRECAST CONCRETE SHALL BE CLASS A-4. ��1/^Tj�\�>j4`l� ......... .. ... .... ... ..... .. _.. .... ......... i\\ = WOODLlNE 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED PCENTER TO CENTER ALONG 9; = FENCE z:1 MAX BOTH SIDE OF THE RAMP FLOOR, OF Rr1,.4P FLOOR. MINIMUM CONCRETE COVER iI/•z". = SANITARY SEWER LINE 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS .ADJACENT 10 CURB RAMPS TYPE B - = STORM DRAINAGE LINE ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. = TELEPHONE LINE (UNDERGROUND) V. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER = WATERLINE AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ......._.._.. - . .... - iii; ��>iv `i�����`iC��� ,����j� ✓ i✓r, y GAUSSES A CURS REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, -"- -' = ELECTRIC LINE OR NONEXISTENT. THEY MUS( BE LOCATED WITHIN PEDESTRIAN CROSSWALKS u,' \%iC` ' 1A -................................ = FIBER-OPTIC LINE AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12 1�IMAX� -111 11 HYDRANTS, DROP LNLE7S. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS \ UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL flN ' T-jl L 11 I=jI--ACCESSIBLE ELEMENTS OF A. FACILITY THAT CAN BE APPROACHED, ENTERED III_( - AND USED BY PEDESTRIANS. _ I C�� f ICI I- 4' MIN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT- AT 2" HIGHER THAN THE CURB OPENING IS PLACED WITI-;IN THE LIMITS OF THE CROSSWALK AND _-- EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS \ AT X X ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. LEGEND: 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEIN THE ENTRANCE RADIICANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HE A.V'f TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION 'WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x 4' 1_ANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR ROADS INTO THE CROSSWALK WITHOUT GOING INTO [HE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 4" C -C 12, ALL CASTS WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 16"-2.TRUNCATED DOME .n m . CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE ----� _____--- d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD ,J O O O U O O -MODIFIED z AS RECOMMENDED BY THE MANUFACTURER TO MATCH-'-"' - CURB THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0 -` 0 0 0 0 00 0 0 0 0 0 0 r - CURB & GUTTER "° LANDING RAMP y 6 0 0 0 O o O o 0 0 0 0 o 0 0 c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -•- CENTERLINE OF DITCH /\ 1� 000000000000000 \ 50/ 65/. OF BASE DIAMETER N TOP DIAMETER O O O O O O U 0 0 0 0 0 0 0 0 200 - EXISTING CONTOUR DETECTABLE WARNING o AT BACK OF CURB�` VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BA.S`� DIAMETER PAY LIMITS 200 PROPOSED CONTOUR DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING +240.5 EXISTING SPOT ELEVATION INSTALLED ON A RADIUS DETAIL DETAIL XvD❑ r C G -12 DETECTABLE WARNING SURFACE SPECIFICATION TC 240.5 ROAD AND BRIDGE STANDARDS Rc FERENCE PROPOSED SPOT ELEVATION SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT of TRANSPORTATION 502 TC =TOP OF CURB BC =BACK OF CURB FC = FLUSH CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT VDOT STANDARD CG -12 No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale PBVAI.TY , 8",L, Y iq0 - i500 FFE :100 - 5500 FIDE TOW AWAY ZONE TOW AWAY ZONE 1 VAN _F 6' ABOVE ASE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale EXISTING PAVEMENT) PROPOSED PAVEMENT i > o SAWCUT THROUGH a v EX.SURFACE f COURSE X X & REMOVE w PAVEMENT PER EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. EDGE OF PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE BASE COURSE AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL 1 u 4 R= %4„ CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK 4. da a d aa° COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale a a d '6rr, ° 6' CURB TRANSITION DETAIL No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% a d.. - 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION EOP___.� CONCRETE (BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 8' 5'.1 8' 8' 8' 1 TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale ;E OF JRB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE 40 IV ARCHITECT 4031 University Dri-, Suite 120, Fairfax, VA. 22030 Telpho : (703)352-1933 Fax: (703)691-9171 TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE:703 9141416 PHONE:(703) THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: j � 111 1111 FII STAMP AND SEAL: . No. 31371' /jI SHEET TITLE: SCALE: SHEET NO: C1.0 ISSUE DATE: O ® f PAIINTED PER 2% MAX. -, �4" VIDOT SPEC. 8' 5'.1 8' 8' 8' 1 TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale ;E OF JRB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE 40 IV ARCHITECT 4031 University Dri-, Suite 120, Fairfax, VA. 22030 Telpho : (703)352-1933 Fax: (703)691-9171 TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE:703 9141416 PHONE:(703) THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: j � 111 1111 FII STAMP AND SEAL: . No. 31371' /jI SHEET TITLE: SCALE: SHEET NO: C1.0 ISSUE DATE: THIS TOPOGRAPHIC MAP WAS PREPARED FOR: COUNTY OF ALBEMARLE DECLARATION IS MADE TO THE ORIGINAL PURCHASER. IT IS NOT TRANSFERABLE TO SUBSEQUENT PURCHASERS. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. TAX MAP 61 M PARCEL 12-1 F IS ZONED: Cl COMMERCIAL TAX MAP 61M PARCEL 12-11' IS IN THE RIO MAGISTERIAL DISTRICT TAX MAP 61 M PARCEL 12-1 F IS IN THE MEADOW CREEK WATERSHED THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FIRM COMMUNITY PANEL 510006 0278 D BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED. FEBRUARY 4, 2005 THIS TOPOGRAPHIC SURVEY OF TAX MAP 61M PARCEL (12) 1F, WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JANUARY 29,2016; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. I HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, ALBEMARLE UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MISS UTILITY OF VIRGINIA TICKET # A601301634-OOA WAS USED FOR UNDERGROUND UTILITY LOCATION LEGEND: BSL = BUILDING SETBACK BCH = BIRCH TREE CO = CLEAN OUT CED = CEDAR TREE CSW = CONCRETE SIDEWALK DBL = DOUBLE EB = ELECTRIC BOX EC = EDGE OF CONCRETE EG = EDGE OF GRAVEL EP = EDGE OF PAVEMENT ES = END SECTION FDC = FIRE DEPARTMENT CONNECTION FH = FIRE HYDRANT HIC = HICKORY TREE 11 = INVERT IN 10 = INVERT OUT IF = IRON FOUND IS = IRON SET INV = INVERT LP = LIGHT POLE MB = MAILBOX MON = MONUMENT MAP = MAPLE TREE PIV = POST INDICATOR VALVE PVC = POLYVINYL CHLORIDE POP = POPLAR TREE PWL = PAINTED WHITE LINE RO = RED OAK TREE RCP = REINFORCED CONCRETE PIPE S = SIGN SDMH = STORM DRAIN MANHOLE SSMH = SANITARY SEWER MANHOLE SYC = SYCAMORE TREE TREE = TREE (SPECIES UNKNOWN) TC = TOP OF CURB TW = TOP OF WALL VCP = VITRIFIED CLAY PIPE WV = WATER VALVE WO = WHITE OAK WMV = WATERMETER VAULT +500.50 = SPOT ELEVATION 4TRE20 = 4" TREE WITH 20' CANOPY (DIAMETER) ? = UNKNOWN DIRECTION OR DIMENSION ..................................................... ....... = W OODLI N E ,,,» , ,,,,,,,,,,,,,,,,,,,,,,,,,, = FENCE SANITARY SEWER LINE = STORM DRAINAGE LINE - = TELEPHONE LINE (UNDERGROUND) ...............----------- <-------- - -- ..............___------. = WATERLINE = ELECTRIC LINE _..».» ............... _, » , _, ..»» ».»..................».»»» ,.......... = FIBER-OPTIC LIN E .. , ........... .._.. CD M 7 ,r : : , Fri : I „ , Ar f� EXISTING CONDITIONS PLAN � _^'�0 a W ME DEMOLITION PLAI"I� SCALE 1"=20' 0 20' 40' ARCHITECT 4031 University Drive, Suite 120, Fairfax, VA. 22030 Top hone:(703)352-1933 Fax: (703)691-9171 CIVIL TIMMONS GROUP, INC, 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC. 1451 DOLLY MADISON BLVD. SUITE #220 McLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT' WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: COUNTY OF ALBEMARLE FACILITIES AND SERVICES RESCUE • STATION ALBEMARLE O b 3045 BERWAR DR. - CHARLOTTESVILL, VA ZW.ia, SHEET TITLE: EXISITIINJIG CONDITIOi\4s & DEMO PLAN SHEET NO: ISSUE DATE: EROSION CONTROL LEGEND e X X SILT FENCE IP INLET PROTECTION s PERMANENT SEEDING 3.05 3.07 3.32 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER RUNOFF WATER WITH SEDIMENT GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. q v. SEDIMENT TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO IP ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE, STORM DRAIN INLET PROTECTION No Scale * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY 1 ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale 1. SET THE STAKES. �% 6 FLOW I 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. (i) 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. r r 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (W/O WIRE SUPPORT) No Scale MINIMUM CARE LAWN V. COMMERCIAL OR RESIDENTIAL 175-200 LBS. * KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% GRAVEL (12"MIN. DEPTH) IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% , GENERAL SLOPE (3:1 OR LESS) .. 508.52 " SLOPE P E O F...2 KENTUCKY 31 FESCUE 128 LBS. TC RED TOP GRASS 2 LBS. SEASONAL NURSE CROP 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) .. ..-.. . : '507,96 KENTUCKY 31 FESCUE 108 LBS. ad..III RED TOP GRASS 2 LBS. Q.. SEASONAL NURSE CROP 20 LBS. o WIRE MESH CROWNVETCH ** 20 LBS. FILTERED WATER 150 LBS_ SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO IP ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE, STORM DRAIN INLET PROTECTION No Scale * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY 1 ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale 1. SET THE STAKES. �% 6 FLOW I 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. (i) 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. r r 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (W/O WIRE SUPPORT) No Scale CURB AT NEAREST JOINT LAYOUT PLAN ARCHITECT 4031 University Drive, Suite 120, Faid.., VA. 22030 TOph.n :(703)352-1933 Fa (703)691-9171 CIVIL TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC, 1451 DOLLY MADISON BLVD. SUITE #220 MCLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: COUNTY OF ALBEMARLE TVIEPARTMENT OF -:IRE AND RESCULS COUNTY OF ALBEMARLE FACILITIESD ENVIRONMENTAI RESCUE +f . STATION ALBEMARLE COUNTY, VA 3045 BERKMAR CHARLOTTESVILL, VA r PROJECT SHEET TITLE: SCALE: SHEET NO: Cmc i7 ISSUE DATE: : V. , C. DA PATH TC 508 52 MAX. CROSS /... , .. 508.52 " SLOPE P E O F...2 ,. TC J' <,508.23,:. , .. ..-.. . : '507,96 TC V. r 507.33 : 5 7.7 0 0 C 510.71 9.28 SF 508.68. s ' FC 510.71 TC 5a 9.55 S ...58 506.51- — _ 509.45 Sy ;:. T . s.8 °EC 510.5 TC P a 505:9 -.. ` 51'0.66 o�;.. TC 's ©� , 5a a 78 b 4 51 1.57 TC., 505:8 00, SF TC ` l 50 30 TC „- 8.83 TC :. 06 `. 5.60 GRADING FLAN SCALE V=20' o 0 20' 40' z CURB AT NEAREST JOINT LAYOUT PLAN ARCHITECT 4031 University Drive, Suite 120, Faid.., VA. 22030 TOph.n :(703)352-1933 Fa (703)691-9171 CIVIL TIMMONS GROUP, INC. 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434) 295-8317 STRUCTURAL EHLERT/ BRYAN INC, 1451 DOLLY MADISON BLVD. SUITE #220 MCLEAN, VA 22101 PHONE: (703) 827 9552 MEP/ ELECT./ PLUMBING AJ ENGINEERS, INC. 4304 EVERGREEN LANE, SUITE # 204 ANNANDALE, VA 22003 PHONE: (703) 914 1416 THIS DRAWING & THE DESIGN SHOWN THEREON ARE THE PROPERTY OF ZIVIC & HURDLE ARCHITECTS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING W/O THEIR SPECIFIC WRITTEN CONSENT IS PROHIBITED & ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. BID/ PERMIT 09/29/2016 SUBMISSION REVISION DATE DESCRIPTION DESIGNED BY: JS CHECKED BY: JH DRAWN BY: RB APPROVED BY: COUNTY OF ALBEMARLE TVIEPARTMENT OF -:IRE AND RESCULS COUNTY OF ALBEMARLE FACILITIESD ENVIRONMENTAI RESCUE +f . STATION ALBEMARLE COUNTY, VA 3045 BERKMAR CHARLOTTESVILL, VA r PROJECT SHEET TITLE: SCALE: SHEET NO: Cmc i7 ISSUE DATE: