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WPO201100105 Plan - VSMP WPO VSMP 2012-05-23
_NU k FINAL SITE PLAN Aim ALBEM,AARLE COUNTY, VIRGINIA 12/22/11 VICINITY MAP 2,000' 'ON OWNER: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE ,250 PANT PS MOUNTAIN ROAD CHARLOTTESVILLE, VA 22901 CONTACT: GARY SELMECZI TELEPHONE: 434.972.2622 FAX: 434.972.3173 ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: JOHN HASH, P.E. TELEPHONE: 434-327-1691 TOTAL NUMBER OF SHEETS = 21 I- If Con - (D SheetIndex PLAN NORTH Sheet Number Sheet Title December 22, 2011 Co.o COVER SHEET C0,1 NOTES & DETAILS CO.2 NOTES & DETAILS Cl.o OVERALL KEY PLAN C1,1 EXISTING CONDITIONS & DEMOLITION PLAN C2.0 C10 LAYOUT & UTILITY PLAN GRADING & DRAINAGE PLAN C3.1 GRADING SPOT SHOTS C3.2 PROFILES C4,0 STORMWATER SUMMARY PLAN C4.1 SWM BMP PLAN C4,2 CHANNEL ADEQUACY PLAN C510 EROSION & SEDIMENT CONTROL NOTES & DETAILS C5. I EROSION & SEDIMENT CONTROL PLAN - PHASE I C5.2 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 L1.0 1_1.1 L1.2 OVERALL KEY PLAN LANDSCAPE PLAN LANDSCAPE PLAN i 1_13 PLANTING NOTES & DETAILS L1.4 GARDEN OVERLOOK NOTES & DETAILS L1.5 GARDEN OVERLOOK NOTES & DETAILS TOTAL NUMBER OF SHEETS = 21 I- If Con - (D (M PLAN NORTH NORTH GENERAL NOTES PROJECT TITLE AZ wqfflw axa0- - : a -A -� 0 Ar -4 Architecture Engineering Planning Interiors SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fox 540.343,6925 www.sfcs.com PROJECT DESIGNER o 0HK PROJECT ARCHITECT D13F PROJECT ENGINEER SE36, TFR, GMF, PJM DRAWN BY NO CHECKED BY JH APPROVED BY JH NO. REVISION DESCRIPTION DATE I COUNTY GOMMENT5 2/21/12 2 GOUNT-l" 00MMENT5 4/20/12 3 COUNTY COMMENTS 5/23/12 DRAWING TITLE COMM. NO. DATE 9112.00 December 22, 2011 DRAWING SHEET OF MENU SITE DATA 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE GENERAL CONSTRUCTION NOTES FOR EROSION AND 3 COUNTY COMMENTS GEOGRID REINFORCING i MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY SEDIMENT CONTROL 1. TAX MAP 78 PARCELS 55(A)6, 55A, X AND Y OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. DSTONE FILTER BLANKET 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE D D AS SPECIFIED BY i OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS MANUFACTURER ! D PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 2. MAGISTERIAL DISTRICT: RIVANNA DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND 3. SITE AREA: 63.35 ACRES TRAFFIC CONTROL DEVICES. MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS STRUCTURES AS NECESSARY, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THEFOUNDATION III. VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 4. OPEN SPACE 19.31 ACRES (30.5%) 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODETIC SURVEY. NOTES: STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). THE FIRST STEP IN CLEARING. 5, ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) ZMA 1999-09 GENERAL NOTES 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE 2, THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY. SERVICE LATERALS, AND WATER LINES, ETC. THE DESIGN -BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE MAINTAINED ON THE SITE AT ALL TIMES. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. I. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 6. COMPREHENSIVE PLAN DESIGNATION/DENSITY: URBAN DENSITY RESIDENTIAL VALVE DURING A FUTURE EXTENSION OF THE LINE. VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS, 9. INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR SEALED BY A LICENSED PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF VIRGINIA) 2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION: WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL -GEOGRID MANUFACTURER AND MODEL/SERIES 1. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). -BACKFILL SOIL MATERIALS -SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 7. PRESENT USES: RESIDENTIAL, ELDER CARE, ASSISTED LIVING, INDEPENDENT LIVING COTTAGES 3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ACTIVITIES. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 8. PROPOSED USE: ADDITION OF 10 ASSISTED LIVING UNITS. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE -SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, DETERMINED BY THE PLAN APPROVING AUTHORITY. TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ROADWAY TRAFFIC, GUARDRAILS AND SIDEWALKS FROM ABOVE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT 9. PROPOSED MAX BUILDING HEIGHT: 65' SEGMENTAL BLOCK RETAIING WALL DETAIL THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE UNTIL FINAL STABILIZATION IS ACHIEVED. No Scale COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED 10. RECREATIONAL AREA: 17,000 SQUARE FEET PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE FILTERING DEVICE. PAVEMENT DESIGN GUIDE. 9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR 11. THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY BE MADE IMMEDIATELY. 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA, THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND 13. MINIMUM SETBACKS: ALL SETBACKS (FRONT, SIDE, REAR) EQUIVALENT TO SETBACKS ON 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. OTHER DEBRIS. ADJACENT TRACTS PER ZONING (VARIES). THE PARCELS OF WESTMINSTER CANTERBURY ARE 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ADJACENT TO THE FOLLOWING ZONING AREAS: PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT ZONING ORDINANCE SECTION 5.1.28. 1. R1 -RESIDENTIAL (7813-013-9, 78B -OC -3) STANDARDS AND SPECIFICATIONS, 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 10.. IF PRECAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING OF THE CODE OF ALBEMARLE. 1. R6 - RESIDENTIAL (78-12, 78-55D2, 78F -01-A) DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT 2. PRD - PLANNED RESIDENTIAL DEVELOPMENT (78A -01-A, 78-55A 15 7 8 & 9, 78-204+, 78-414+) 11,, ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 12,. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS, 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT 14. UTILITIES: 11. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, A. WATER - AVAILABLE ON SITE BY ALBEMARLE COUNTY SERVICE AUTHORITY 14 . DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. B. SEWER - AVAILABLE ON SITE BY ALBEMARLE COUNTY SERVICE AUTHORITY REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR APPROVAL BY THE RESIDENT ENGINEER. CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE 15. EMPLOYEES: 10 NEW EMPLOYEES PROPOSED 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF ALL EROSION CONTROL MEASURES REQURIED BY THIS PLAN REGARDLESS OF THE SALE CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT OF ANY LOT, UNIT, BUILDING, OTHER PORTION OF THE PROPERTY. FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT 17, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING 16. PARKING: SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO TOTALS BASED ON APPROVED MINOR SITE PLAN AMENDMENT, PREPARED BY GLOECKNER RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH ENGINEERING, DATED MAY 17, 2007 THE DEVELOPMENT. AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF A. TOTAL REQUIRED = 499 SPACES 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE AND/OR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. B. TOTAL PROVIDED = 660 SPACES 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE 18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND C. HANDICAP REQUIRED: 13 (2 VAN ACCESSIBLE) TRUNK LINES. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, D. HANDICAP PROVIDED: 28 (8 VAN ACCESSIBLE) 1&. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 100OLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL 19!. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND TOTALS FOR NEW DEVELOPMENT CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75%. WHERE DITCH SLOPES EXCEED 5,0%o,THE DEVELOPER MAY 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE A. SPACES LOST DUE TO NEW DEVELOPMENT: 41 CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL APPLIED AT 80LBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY B. SPACES REQUIRED FOR NEW DEVELOPMENT: 74 STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO EROSION CONTROL INSPECTOR. 81BR UNITS x'1,5 SPACES/UNIT =12 SPACES ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS, EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED 26 2BR UNITS x 2 SPACES/UNIT = 52 SPACES 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE ESTIMATED 10 NEW EMPLOYEES = 10 SPACES ADDITIONAL FACILITIES AS DEEMED NECESSARY. VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN C. SPACES PROVIDED WITH NEW DEVELOPMENT: 95 21.. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES D. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 5 2Z. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT SHALL BE CLEANED AND REPAIRED AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING IMMEDIATELY. E. HANDICAP SPACES REQUIRED WITH NEW DEVELOPMENT: 4 (1 VAN ACCESSIBLE) PLACEMENT OF AGGREGATE BASE COURSE(S), 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED F. HANDICAP SPACES PROVIDED WITH NEW DEVELOPMENT: 6 (0 VAN ACCESSIBLE) 23. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE 21, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR TOTAL FOR NEW DEVELOPMENT PREPARED BY GLOECKNER FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) A. TOTAL PROVIDED:' NEW SPA ES 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE 171. FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER TOTALS FOR EXISTING AND NEW DEVELOPMENT FOR THE AGGREGATE BASE C:0'J"�E(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). PROTECTION ORDINANCE SECTION 17-207B) 26i, AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT A. TOTAL REQUIRED: 573 (499 FROM PREVIOUS + 74 WITH NEW BLDG) DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT B. TOTAL PROVIDED: 742 (660 FROM PREVIOUS - 41 LOST + 95 WITH NEW BLDG + 28 EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. GLOECKNER PREPARED PARKING) 27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL C. HANDICAP REQUIRED: 17 (3 VAN ACCESSIBLE) PAVEMENT STRUCTURAL fAIUURrS PRIOR TO STATE ACCEPTANCE. D. HANDICAP PROVIDED: 29 (8 VAN ACCESSIBLE) 28. ALL VEGETATION AND ORG' ';IC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUi-I -BADE. GUARD RAILING 29, CERTIFICATION AND SOURCE =;F MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN 17. PREVIOUS COUNTY OF ALBEMARLE APPROVALS: ACCORDANCE WITH THE R0,'J) AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. PRECAST STONE COPING A. SITE PLAN -SOP-2010-002 30. THE DEVELOPER WILL BE RESTOYNSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR 5 CAP3.y`.)flWELED INTO CONC MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT. W1 EPDXY B. SITE PLAN - SDP -2006-109 31.. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF C. WATER PROTECTION - WPO -2010-001 SUBGRADE INSPECTION. D. WATER PROTECTION - WPO -2006-082 32, APPROVAL OF A DETAILED CONSTRICTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT E. SPECIAL USE PERMIT - SP2010-00023 MAINTAINED RIGHT OF WAY. BRICK VENEER TO 8" F. REZONING - ZMA 1999-09 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT BELOW! GRADE DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. _ =f1�111-1i 18. WAIVERSNARIANCES REQUESTED: 34', GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. I_I=(11=1TI- a 35.. OWNER WILL FURNISH SURVEY CONTROL OFFSET NUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. . -IIl-i11=iC a'a 2,a PIPE WEEP 4'-0" O.C. f-" THERE ARE APPROXIMATELY 14.1 ACRES OF CRITICAL SLOPES LOCATED ba°ITHI". THE PROPERTY ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY LIMITS. APPROXIMATELY 0.81 ACRES OF THESE CRITICAL SLOPES ARE PROPOSED TO BE BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. FINISH GRADE DISTURBED. A WAIVER WILL BE SOUGHT TO ALLOW THE DISTURBANCE CONCURRENT WITH 361. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. THIS APPLICATION. 3T'. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. a � lEs I- 20. TOPO & SURVEY: TIMMONS GROUP1N11-Il1= ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOUNDATION DRAIN - CONNECT T `° IIF-111=_I_� il{1-III= 1001 BOULDERS PARKWAY, SUITE 300 STORM DRAIN SYSTEM =1(i-ulli�ll 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY INCLUDING CONNECTION TO ANY RICHMOND, VA 23225 EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). GEOTEXTfiLE FABRIC AND Av ... ' :. REINFORCED CONC THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY CRUSHED STONE RETAINING WALL PERFORMED ON 6/10/2010 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. AND FOOTING - HORIZONTAL DATUM: NAD 83 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF ;a . ' . '; . <: L REINFORCING TO BE VDOT. ° a. ° ° ° °' DETERMINED BY VERTICAL DATUM: POINT CP3, ELEV 596.13' 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION ° ' ' STRUCTURAL CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ENGINEER 21. THE "APPLICABLE AREA" SURROUNDING THE NEW BUILDING IS 1,98 ACRES, OF WHICH 0.71 ACRES IS 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. IMPERVIOUS IN THE EXISTING CONDITION, THE IMPERVIOUS AREA IN THE PROPOSED CONDITION IS 5. T UM ALLOWABLE SLOPE I (HORIZONTAL; . WHERE REASONABLY OBTAINABLE LESS HE MAXIM 0 S :1H ( 2 0 0 ) R E 1.10 ACRES, WHICH MEANS THAT THIS CURRENT DEVELOPMENT PROPOSAL IS INCREASING THE SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, OVERALL IMPERVIOUSNESS OF THE EXISTING SITE BY 0.39 ACRES. WE PROPOSE TO HANDLE THIS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY INCREASED IMPERVIOUSNESS IN THE EXISTING STORMWATER MANAGEMENT QUALITY AND ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. CAST -IN-PLACE RETAINING WALL DETAIL RETENTION POND TO THE EASTMORTHEAST OF THE BUILDING ADDITION. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. No Scale 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). SOLID WHITE LINE 21 2f TYP. TYP. (TYP.) (TYP.) CROSSWALK STRIPING DETAIL No Scale 6" 4,000 PSI AIR -ENTRAINED, REINFORCED CONCRETE (SEE ARCHITECTURAL PLANS FOR REINFORCING) 6" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES CONCRETE DRIVE AISLE PAVEMENT ON PLANS CONCRETE DRIVE AISLE PAVEMENT SECTION No Scale 12" MIN 1.5"DIA GALV, (TYP.) RAIL (TYP.). EXP. (TYP. 2)-10'a JOINT 12" MIN FINISHED (TYP.) GRADE 1 2 as (`TYP. )_1 WASH a °.. Q D D O 1 /2aa R (MAX.) ^,ad D D FINISHED ga> O GRADE 6„ (TYP.. a EXP. ° \ JOINT 0 ja -a4. \ 1/8 �} � WASH P t} D d° 8,a a as >8 O d d 1 -0 (] (2) #5 REBARS, BOTTOM CONTINUOUS, •' LAP 2'-2" AT SPLICES 111tv. M- Mm.9-M `CONCRETE #3 REBAR (12" O.C.) "# 57 STONE COMPACTED SUBGRADE NOTES: -4" 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS \\\" COMPACTED SUBGRADE 4" 21-B STONE ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) EOP�1/ PAINTED PER 2% MAX. 18 VDOT SPEC. 8' rJ' 1. 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES mil INI "'FACE OF CURB t PAINTED STRIPE - (TYPICAL) REGULAR SPACE iOWAWANK mWAWAYME 11AN 6' ABOVE ACCESSULE 6' ABOVE FINISHIED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABILED 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 STEIEL POST 1-1/2" fl 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, WIHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 3" BITUMINOUS CONCRETE INTERMEDIATE COURSE - IM -19.0 6" TYPE 21 B AGGREGATE BASE COURSE �. DENOTES HEAVY COMPACTI=D SUBGRADE DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" R 4" _t/ X/ 691 \ t4 ° 4 13" \ 4 X/ ° a ° A, � / d ' \ °4 4 4 s M F ORANGE PVC TUBE PLACED OVER STEEL PIPE S" DIAMETER STEEL PIPE FILLED WITH CONCRETE PAVEMENT 2'-099 DIAMETER CONC. FOOTING CONC CURB AND GUTTER CLASS 3A, (f c=3,000 PSI) CONCRETE 4 a4 aq. a a a 711 4 a q a a ey9-p" b CVONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 4" MIN, 2" -\ /-5" �s 5 ` R = Z411 as TOP OF CURB �F R=2'PROJECT TITLE MONTICELLO BUILDING EXPANSION 4 i Sr an' ury a I E BLUE R t 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VA 22991 VDOT A-3 CONCRETE D O O D D D P Architecture 11S C S I r Engineering D O O Planning CONTINUE 21 B STONE BASE interiars FROM ADJACENT PAVEMENT SFCS Inc. 305 South Jefferson Street SECTION UNDER CURB Roanoke, Virginia 24011.2003 11 540.344.6664 Fax 540.343.6923 www.sfcs.com ;VDOT STANDARD CG -2 CURB VARIABLE WIDTH' MAX. CROSS SLOPE 1% PROJECT DESIGNER PHK PROJECT ARCHITECT pBF PROJECT ENGINEER 5E3G, TFT2, CMF, P -IM NON -SLIP BROOM FINISH DRAWN BY NP CHECKED BY JH APPROVED BY a JH NO. REVISION DESCRIPTION DATE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21B STONE COVER COMPACTED SUBGRADE 4' DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1 COUNTY COMMENTS 2/21/12 ,,.--- TOP OF WALL ELEV. VARIES 4/20/12 3 COUNTY COMMENTS GEOGRID REINFORCING i D D AS SPECIFIED BY ) D D MANUFACTURER I t DSTONE FILTER BLANKET CONTINUOUS ALONG D*---WALL D D AS SPECIFIED BY i GENERAL WATER & SEINER CONDITIONS MANUFACTURER ! D 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE BOTTOM A WALL D D AUTHORITY OFFICIALS AT THE START OF THE WORK. ELEV. VARIES D D 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT / / / / REINFORCED \�\\�\\�\\�\\/ ) FILL -�� NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND '14 a D j STRUCTURES AS NECESSARY, _ - -- ._.-3. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THEFOUNDATION SOIL GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE FOUNDATION AS REQUIRED PERFORATED PIPE AT BASE OF WALL; COUNTY SERVICE AUTHORITY, BY MANUFACTURER DAYLIGHT AT END OF WALL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODETIC SURVEY. NOTES: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 1. ALL WALLS OVER 4' IN HEIGHT SHALL HAVE A PEDESTRIAN IMPEDIMENT AT THE TOP OF 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM WALL. THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, 2, THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY. SERVICE LATERALS, AND WATER LINES, ETC. THE DESIGN -BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WITH THE ITL TO IDENTIFY EXISTING SOIL CLASSIFICATIONS, SOIL DENSITY/UNIT WEIGHT, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE SHEAR STRENGTH, SOIL FRICTION ANGLE, AND WATER TABLE ELEVATIONS AT ALL WALL VALVE DURING A FUTURE EXTENSION OF THE LINE. LOCATIONS. THE WALL MANUFACTURER SHALL THEN PROVIDE A WALL DESIGN SIGNED AND 9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED. SEALED BY A LICENSED PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF VIRGINIA) 10. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION: GENERAL CONSTRUCTION NOTES FOR SITE PLANS -GEOGRID MANUFACTURER AND MODEL/SERIES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING -BACKFILL SOIL MATERIALS -SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA -TYPE AND SIZE OF ANY STONE DRAINAGE COLUMNS DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY -LOCATION AND DETAILS FOR ANY UNDERDRAINS REQUIRED REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE -TREATMENT FOR ANY SPECIAL STRUCTURES SUCH AS PIPE PENETRATIONS, SECURITY REQUIREMENTS OF THE PERMIT SHALL GOVERN. GRATES AND HANDRAILS 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM -SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ROADWAY TRAFFIC, GUARDRAILS AND SIDEWALKS FROM ABOVE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE -ANY PERTINENT CONSTRUCTION NOTES APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. SEGMENTAL BLOCK RETAIING WALL DETAIL No Scale SOLID WHITE LINE 21 2f TYP. TYP. (TYP.) (TYP.) CROSSWALK STRIPING DETAIL No Scale 6" 4,000 PSI AIR -ENTRAINED, REINFORCED CONCRETE (SEE ARCHITECTURAL PLANS FOR REINFORCING) 6" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES CONCRETE DRIVE AISLE PAVEMENT ON PLANS CONCRETE DRIVE AISLE PAVEMENT SECTION No Scale 12" MIN 1.5"DIA GALV, (TYP.) RAIL (TYP.). EXP. (TYP. 2)-10'a JOINT 12" MIN FINISHED (TYP.) GRADE 1 2 as (`TYP. )_1 WASH a °.. Q D D O 1 /2aa R (MAX.) ^,ad D D FINISHED ga> O GRADE 6„ (TYP.. a EXP. ° \ JOINT 0 ja -a4. \ 1/8 �} � WASH P t} D d° 8,a a as >8 O d d 1 -0 (] (2) #5 REBARS, BOTTOM CONTINUOUS, •' LAP 2'-2" AT SPLICES 111tv. M- Mm.9-M `CONCRETE #3 REBAR (12" O.C.) "# 57 STONE COMPACTED SUBGRADE NOTES: -4" 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS \\\" COMPACTED SUBGRADE 4" 21-B STONE ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) EOP�1/ PAINTED PER 2% MAX. 18 VDOT SPEC. 8' rJ' 1. 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES mil INI "'FACE OF CURB t PAINTED STRIPE - (TYPICAL) REGULAR SPACE iOWAWANK mWAWAYME 11AN 6' ABOVE ACCESSULE 6' ABOVE FINISHIED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABILED 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 STEIEL POST 1-1/2" fl 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, WIHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 3" BITUMINOUS CONCRETE INTERMEDIATE COURSE - IM -19.0 6" TYPE 21 B AGGREGATE BASE COURSE �. DENOTES HEAVY COMPACTI=D SUBGRADE DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" R 4" _t/ X/ 691 \ t4 ° 4 13" \ 4 X/ ° a ° A, � / d ' \ °4 4 4 s M F ORANGE PVC TUBE PLACED OVER STEEL PIPE S" DIAMETER STEEL PIPE FILLED WITH CONCRETE PAVEMENT 2'-099 DIAMETER CONC. FOOTING CONC CURB AND GUTTER CLASS 3A, (f c=3,000 PSI) CONCRETE 4 a4 aq. a a a 711 4 a q a a ey9-p" b CVONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 4" MIN, 2" -\ /-5" �s 5 ` R = Z411 as TOP OF CURB �F R=2'PROJECT TITLE MONTICELLO BUILDING EXPANSION 4 i Sr an' ury a I E BLUE R t 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VA 22991 VDOT A-3 CONCRETE D O O D D D P Architecture 11S C S I r Engineering D O O Planning CONTINUE 21 B STONE BASE interiars FROM ADJACENT PAVEMENT SFCS Inc. 305 South Jefferson Street SECTION UNDER CURB Roanoke, Virginia 24011.2003 11 540.344.6664 Fax 540.343.6923 www.sfcs.com ;VDOT STANDARD CG -2 CURB VARIABLE WIDTH' MAX. CROSS SLOPE 1% PROJECT DESIGNER PHK PROJECT ARCHITECT pBF PROJECT ENGINEER 5E3G, TFT2, CMF, P -IM NON -SLIP BROOM FINISH DRAWN BY NP CHECKED BY JH APPROVED BY a JH NO. REVISION DESCRIPTION DATE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21B STONE COVER COMPACTED SUBGRADE 4' DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1 COUNTY COMMENTS 2/21/12 2 COUNTY COMMENTS 4/20/12 3 COUNTY COMMENTS 5/23/12 DRAWING TITLE 'Sp' J NOTES & DETAILS COMM. NO. DATE 9112.00 December 22, 2011 DRAWING SHEET Co.1 OF __� A INLET 5 059 SHAPE TO MATCH FACE BACK OF 6" OF ROADWAY CURB CURB 20:1 (481 MAX) '4 17777- �-2' MIN- 0-9m COVER CONTRACTOR TO GROUT TO FINISHED GRADE (SEE PLAN FOR LOCATION) as 1 A �7- 7 INLET PIPE 012" RCP FILTER CARTRIDGE FLOW KIT OUTLET SUMP SECTION A -A CONTECH DETAILS No Scale A UTLET ,D. MANHOLE JCTURE O.D. FLOATABLES BAFFLE SLOPE DESCRIPTION INSTALLED BY (12:1 MAX.) 18-,15 GPM, ZPG CARTRIDGE (BLK) PRECASTER A 2" PVC SLIP PLUG PRECASTER 1 18" OUTLET RISER PRECASTER 0 FLOW KIT PRECASTER GENERAL NOTES B C 0 0 () pUQUOU C 0 Qco 00 0 B JOINT SEALANT (BY PRECASTER) CONTRACTOR, 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. PLAN FIRST 2' IS SURFACE CONTRACTOR (VDOT 12B) iv ig PERMISSIBLE SLOPE CONSTRUCTION 12:1 MAX. JOINT CUBB SECTION B -B FLOW RIM ELEV. 596.68' A INLET INV. ELEV. 59228' OUTLET INV. ELEV. 591.78' -------------- L SEE OUTLET DETAIL (THIS SHEET) OUTLET RISER HDPE OUTLET RISEI 3TRUCTION V BYPASS INSTALLATION -7) SLIP PLUG SECTION B -B STANDARD OUTLET RISER FLOWKtT: 40A MATERIAL LIST - PROVIDED BY CONTECH NOTES: 1. ALL CONCRETE TO BE CLASS A-3 RAMP SURFACE SHALL BE CONSTRUCTED WITH A NON-SKID FINISH. �-2' MIN -.-4 SLOPE (48:1 MAX.) A 3: 0 C Cm Q 0 JOQO •0 00 B 0, 1 1 A _.*j PLAN FIRST 2'iS —DEFECTABLE SURFACE PERMISSIBLE (VDOT 12B) N 0411 IEKICS mm F.11 ON I PIPMAW;U11 ky, 1��l 1111519101121 ISOMETRIC VIEWS 5'MIN. AR STUB 08" STUB 7D -IN CUT LINE IISTALLATION NOTE 4) (BY CONTECH) OUTLET DETAIL SITE DESIGN DATA COUNT DESCRIPTION INSTALLED BY 1 18-,15 GPM, ZPG CARTRIDGE (BLK) PRECASTER 2 2" PVC SLIP PLUG PRECASTER 1 18" OUTLET RISER PRECASTER I FLOW KIT PRECASTER GENERAL NOTES I JOINT SEALANT (BY PRECASTER) CONTRACTOR, 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. F7_1030" x 4" FRAME AND COVER CONTRACTOR WATER QUALITY 0.033 CFS FLOW RATE > PEAK FLOW 0,30 CFS RATE I-- _j Z 0 < > 1 -- RETURN PERIOD 10 YRS OF PEAK FLOW U) 0 FILTER MEDIA TYPE ZPG Ir.ru L 5'MIN. 1 i_� 39, GEg His 99$ Eli H R t Rh1w, LU p tint TE _ w > LL w w cr- 0 I-- _j Z 0 < > 1 -- CO CO LLJ Z LU T- WI (D 00 1 0 Uj X: VJ j PERFORMANCE SPECIFICATION p tint TE _ w FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING, RADIAL MEDIA DEPTH Qw SHALL SE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 2041w SPECIFIC FLOW RATE SHALL BE 2 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA y U) 0 SURFACE CONTACT AREA (SF), MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA (MAXIMUM). Uj GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH I I REPRESENTATIVE. www.contech-opi.com 4, STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN iv ig THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 5. STRUCTURE IOU �xq?? SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING EARTH COVER OF 9 - 5% AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1, ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL v, a OW BE SPECIFIED BY ENGINEER Or RECORD, 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PtPE(S). DAM 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB, STORMFILTER EQUIPPED WITH A DUAL DIAMETER 411212012 HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET DEMNED: DRAWN: STUB AT MOLDED IN CUT LINE, COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR, AML AML 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF, 7, CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM IS BROUGHT ON LINE (PRESSURE FIT ONLY, CHECKED: APPROVED: DO NOT GLUE). CONTECH STRUCTURE WEIGHT PROPOSAL PROJECTNQ,; 460180 SEQUENCENo.: 1 001 APPROXIMATE HEAVIEST PICK = 9,000 LBS. DRAWING (FORAASHTOH•� PLANS/TA112DIFF Ali Q-490MIMAR MAI W -1v "AsUldi"'01 :�w it C_ V'r A PART* p tint TE iP NORTH GENERAL NOTES MWM*S9 2041w Ana 3r 203M WA piq 11 (D & PLAN NORTH NORTH GENERAL NOTES PLAN NOTES ON PLANS C STRUCTURE. AND INLET INVERTS IN ACCORDANCE WITH APPLY TO THOSE STRUCTURES SPECIFIED INVERT OF PIPE IS ABOVE INVERT OF LET IS TO BE FORMED AND CONSTRUCTED APPLICABLE STANDARD OR SPECIAL DRAWN SHAPE TO CONTOUR OF PIPE SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE v 5 OR ACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE A OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. A r DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION XvCX3T REFERENCE STANDARD METHOD OF SHAPING ROAD AND BRIDGE STANDARDS SHA PIN & INLET INVERTS SHEET I OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION jo--I A 4d Architecture Engineering Interio"r's. SFCS Inc, 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fox 540.343.6925 www.sfcs.com PROJECT DESIGNER : 1>HK PROJECT ARCHITECT : 05F PROJECT ENGINEER : 55C,, TFR, CMF, PJM DRAWN BY : NP CHECKED BY : JH APPROVED BY : JH NO. REVISION DESCRIPTION DATE 1 COUNTY COMMeNT5 2121112 2 COUNTY COMMENTS 4/20/12 3 COUNTY COMMENTS 5/23/12 DRAWING TITLE I SITE DETAILS COMM. NO. DATE 9112.00 December 22, 2011 DRAWING SHEET CO.2 OF -- NU aevi� Ll SCALE 1"=100' 100, 200' (5 (m PLAN NORTH NORTH GENERAL NOTES S1Architecture Engineering Planning Interiors SFCS Inc, 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fax 540,343.6925 www.sfcs.com PROJECT DESIGNER DHK PROJECT ARCHkTECT DEAF PROJECT ENGINEER 9 5Ek' , TFR, GMF, PJM DRAWN BY No CHECKED BY JH APPROVED BY JH NO. REVISION DESCRIPTION DATE 1 COUNTY COMMENT5 2/21/12 2 COUNTY GOMMENT5 4/20/12 3 COUNTY 00MMENT5 5/23/12 DRAWING TITLE COMM. NO. DATE 9112.00 December 22, 2011 DRAWING SHEET 1s0 OF 19 ;111 I I 1�1' / .,�� " ,� �,�,, /111 , ,�,'/ // , , �'l , - . I- I / "I / , ", / Z, "ll 4/' l/ . , I I � / 11 , , '. I '�_ l/ I I /I , -1 / / / ,�,/ "I / / 11 "' 1�1' // � 11 �' / J, L, ".� � � , , / / // _1 " - i, "', � I // ". 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HEAVY DUTY ASPHALT PAVEMENT _-----------_ Q _1� (SEE ARCHITECTURAL PLANS) (MD) CONCRETE SIDEWALK (=:) LANDSCAPE AREA I � R_ �� � _"�R�__1�0\%_�\\ �z�-�\-��\=�\�-1,�--��,\-\,-�:�-\) BRICK PEDESTRIAN PAVERS . ( 17, D PUTTING GREEN (=D LABRYNTH (WD NOTES: 1. ALL SEGMENTAL BLOCK WALLS TO MATCH EXISTING WALLS ON—SITE 2. ALL CAST—IN—PLACE CONCRETE WALLS SHALL BE CLAD WITH BRICK VENEER TO MATCH EXISTING BUILDINGS WITH 4"—THICK PRECAST CONCRETE CAP. 3. ALL CAST—IN—PLACE AND SEGMENTAL WALLS SHALL SUPPORT 35—HIGH PRE—FINISHED ALUMINUM RAILING AT TOP. 5. ALL SEGMENTAL BLOCK WALLS TO BE DESI,GNED BY MANUFACTURER. 6. ALL CAST—IN—PLACE CONCRETE WALLS TO BE DESIGNED BY STRUCTURAL ENGINEER (SEE ARCHITECTURAL PLANS) SCALE I "=20' �____�. 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I / �. ` � I / ,"', . -1.1 I'll /,. �l ---'-- _x,l , , Z' PROJECT DESIGNER : DHK * I . �,,, ,-__ - / 1/' __,_`,,,_ /r. '_ ,� I - / / 1, 1, / � / ._�__ , - , " , / PROJECT ARCHITECT '. 06F // / �- 1/1 �� _/ " - ; . /_ - �,� : 5136, TFR, 6MF, P,JM I - _ - / _� a I ,� !,/" PROJECT ENGINEER I - __ .'� s, / __ -? 1�' /Z � . � " I'v -'�' DRAWN BY : NI: I ,� -1 / / . I "�,�;,�\�' / "I, - . `�� - " /� �l I I'll /, : _lH / � / �l 1. � I / \% 11 / �,( I // " _4�,, \ // I / / I I � .. I.Z/ / I/ \ , \ �l ""', N APPROVED BY : JH / / i. - I \ /11 z _11, 1. \ `1\ No. ION DATE , I I I / , 14 \ \ /.;/ / .." � , , , . // I - ,- I , I �/ / � < 'I \ '� I I 1�,�-, 1 C-OUNlY COMMENT5 2/21/12 /� /. I I .1 ,111 - - . " I � ,�w , -, / A" . .. \ \ // / r, ,�,, / � I " "I —, %i�l' " \, I/ 2 COUNT"r COMMENT5 4/20/12 � 1. 1. .k� 1\ / _\ 1�5-- // 'lV"__\ // , / I . I " / 1��,' _./ I " 3 COUNT'r COMMENT5 5/23/12 / \ " " ,�l I 1, � . . ", "I " i ;111 < \1 //�' // //y Ili.' . 11/111\ - / ��,, ,,, / � , � \ /" I 1� . , � I '/, Z/- / , / ,'� � /l/ , 4- 1/1 / " ' , � 11 \� � 11 , .1 I "I' / "I /111111'// / -/ . 11 ,` ., . 1, i�l / /I / / � '�. � - Q)19 "I 11 I., \� I ,/ I / I 11 DRAWING TITLE S -1:w __ .-- M �� LL �� 9 Mfl 7/ � , LAYOUT & UTILITY PLI-411 .1 COMM. NO. DATE ? 1 12.00 December 22, 2011 DRAWING SHEET C2.0 OF IENU GENU �i N i i' li PRE DEVELOPMENT DR-AINACE DIVIDES e WATER QUALITY CALCULATIONS FOR AREAS 1, 2, AND 3 AREA = 1,97 ACRES PRE IMPERVIOUS = 0.69 POST IMPERVIOUS = 0,97 I PRE = 35.03% L PRE = 1.64 POUNDS I POST = 49.24% L POST = 2.22 POUNDS REMOVAL REQUIRED = 2.22 - 1.64 POUNDS = 0,58 POUNDS GENERATED BY AREA 1 AREA 1 SEES A REDUCTION IN IMPERVIOUS AREA OVERALL. THIS AREA DOES DRAIN TO A DOWNSTREAM BIOFILTER AND POND, BUT NEITHER ARE BEING USED WITHIN THESE CALCULATIONS FOR TREATMENT, POUNDS TREATED AT AREA 2 AREA = 0.12 ACRES IMPERVIOUS AREA = 0,08 ACRES I AREA 2 = 66.67% L AREA 2 = 0,18 AREA 2 IS TREATED BY A CONTECH STORMFILTER THAT REMOVES 50% POLLUTANTS 0,18 X 0.50 = 0.09 POUNDS POUNDS GENERATED BY AREA 3 AREA = 1.30 ACRES IMPERVIOUS AREA = 0.69 ACRES I AREA 3 = 5108% L AREA 3 = 1.56 POUNDS AREA 3 DRAINS TO POND THAT REMOVES 40% POLLUTANTS 1,56 X 0.40 = 0.63 POUNDS FOR AREA 4 AREA = 0.23 ACRES PRE IMPERVIOUS = 0,00 POST IMPERVIOUS = 0.11 I PRE = 16.00% L PRE = 0.10 POUNDS I POST = 47.82% L POST = 0.25 POUNDS REMOVAL REQUIRED = 0.25 - 0.10 POUNDS = 0.15 AREA 4 DRAINS. TO POND THAT REMOVES 40% POLLUTANTS 0.25 X 0.40 = 0.10 POUNDS TOTAL POUNDS REQUIRED TO BE REMOVED; 0.58 + 0,10 = 0,68 POUNDS TOTAL POUNDS REMOVED. 0.09 + 0.63 + 0.1.0 = 0.82 POUNDS 0.96 > 0,68 AREA 1 PRE DEVELOPMENT AREA = 0,66 ACRES CN = 77 Tc = 5 MIN POST DEVELOPMENT AREA = 0.40 ACRES C=81 f Tc=5MIN %,jll ✓1 �'!` �f°f fel d r AREA 4 POST DEVELOPMENT AREA - 0.23 ACRES IMPERVIOUS AREA = 0.00 ACRES Qpre Qpost VOLUME pre VOLUME post cfs cfs acre-feet acre-feet 2 YEAR 1.88 1.35 0.08 0.06 10 YEAR 169 2,48 0.16 0.11 100 YEAR 7.20 4.62 0.32 0.21 NOTE: POST DEVELOPMENT FLOW RATE AND VOLUME IS LESS THEN OR EQUAL TO PRE DEVELOPMENT FLOW RATE AND VOLUME THERFORE NO DOWNSTREAM CHANNEL ADEQUACY CALCULATIONS ARE NECESSARY. APPROVED BY JH NOTES: AREA 3 AN® AREA 4 DRAIN TOWARDS THE EXISTING STORMWATER MANAGEMENT POND LOCATED TO THE EAST OF THE DEVELOPMENT. AREA 2 nRAINTnAARDTH:°STMITER CANTEBt°Y ENTPCANOTLETC TOSASEENSRd.eNE U A DITCH. THE DRAINAGE FROM AREA 1 ENTERS INTO AN EXISTING BIOFILTER AND THEN OUTLETS DOWNSTREAM TO ANOTHER POND, JUST DOWNSTREAM OF THE STORMWATER MANAGEMENT POND THAT AREAS 3 AND 4 OUTLET TOO. THE DRAINYAGE CALCULATIONS SUBMITTED WITH THIS PLAN SPECIFY THE EXISTING STORMWATER MANAGEMENT POND, AS WELL AS THE ADEQUACY OF THE DOWNSTREAM CHANNEL AND THE ADEQUACY OF THE EXISTING PIPE SYSTEM TO CONVEYS THE DRAINAGE FROM AREAS 3 AND 4 TO THE EXISTING STORMWATER MANAGEMENT POND, SCALE 1 "=40' 0 40' 80' AREA 2 PRE DEVELOPMENT AREA = 0.34 ACRES CN = 84 Tc _ 5 MIN POST DEVELOPMENT AREA = 0.27 ACRES CN = 90 Tc = 5 MIN Qpre Qpost VOLUME pre VOLUME post cfs cfs acre4eet acre-feet 2 YEAR 1.28 1.23 0,06 0.06 10 YEAR 2.26 2.00 0.10 0.09 100 YEAR 4,07 3.42 0,1.9 0.17 NOTE; POST DEVELOPMENT FLOW RATE AND VOLUME IS LESS THEN OR EQUAL TO PRE DEVELOPMENT FLOW RATE AND VOLUME THERFORE NO DOWNSTREAM CHANNEL ADEQUACY CALCULATIONS ARE NECESSARY, APPROVED BY JH I/ O O� O O4e O� O 40' 40P O40' � O ® AREA 3 !� POST DEVELOPMENT �♦ AREA = 1.30 ACRES CN - 33 Tc=5MIN AREA 2 r *V. 4 r AREA = 0.27 ACRES CN 90 Tc 5 MIN AREA 3 PRE DEVELOPMENT AREA = 0.97 ACRES CN = 78 Tc=5MIN POST DEVELOPMENT AREA = 1,30 ACRES CN = 83 Tc = 5 MIN Qpre Qpost VOLUME pre VOLUME post cfs cfs acre-feet acre-feet 2 YEAR 2.89 4.72 0.12 0.20 10 YEAR 5,58 8.45 0.24 0,38 100 YEAR 10.74 15.38 0.49 0,72 NOTE: DOWNSTREAM CHANNEL IS A PIPE SYSTEM. THE PIPE WITH THE LEAST CAPACITY IS THE PIPE IMMEDIATELY DOWNSTREAM OF STRUCTURE 300. THIS PIPE IS AN 18" RCP 150.30 LINEAR FEET AT A SLOPE OF 1,55%), GIVING IT A MAXIMUM CAPACITY OF 13.08 CFS, THE CONTRIBUTING AREA, AS ANALYZED USING RATIONAL METHOD, CONTRIBUTES 4.76 CFS. d d t 1 AREA 4 POST DEVELOPMENT AREA ® 0.23 ACRES APERVIOUS AREA= 0.11 ACRESI YA, DESIGNER m DHK PROJECT ARCHITECT DBF (t ENGINEER 5E30, TFR, CMF, PJM AREA 3 PRE DEVELOPMENT AREA = 0.97 ACRES CN = 78 Tc=5MIN POST DEVELOPMENT AREA = 1,30 ACRES CN = 83 Tc = 5 MIN Qpre Qpost VOLUME pre VOLUME post cfs cfs acre-feet acre-feet 2 YEAR 2.89 4.72 0.12 0.20 10 YEAR 5,58 8.45 0.24 0,38 100 YEAR 10.74 15.38 0.49 0,72 NOTE: DOWNSTREAM CHANNEL IS A PIPE SYSTEM. THE PIPE WITH THE LEAST CAPACITY IS THE PIPE IMMEDIATELY DOWNSTREAM OF STRUCTURE 300. THIS PIPE IS AN 18" RCP 150.30 LINEAR FEET AT A SLOPE OF 1,55%), GIVING IT A MAXIMUM CAPACITY OF 13.08 CFS, THE CONTRIBUTING AREA, AS ANALYZED USING RATIONAL METHOD, CONTRIBUTES 4.76 CFS. d d t 1 AREA 4 POST DEVELOPMENT AREA ® 0.23 ACRES APERVIOUS AREA= 0.11 ACRESI YA, POST ; *; DEVELOPMENT .,.,,s AREA 4. /- ACRES CN S: SCALETc 5 MIN 40' NOTE. THE EXISTING BUILDINGS, GRADES, UTILITIES, FTC. SHALL BE FIELD -VERIFIED PRIOR TO CONSTRUCTION. w � a GENERAL NOTES � s'�+ s-' +� -s•f Architecture IL Engineering Plan„ in y Interiors SFCS Inc. 305 SouthJefferson Roanoke, s !# 540.344.6664 Fox,.' wwwsfcs.com PROJECT DESIGNER m DHK PROJECT ARCHITECT DBF PROJECT ENGINEER 5E30, TFR, CMF, PJM DRAWN BY ND CHECKED BY JH APPROVED BY JH NO. REVISION DESCRIPTION DATE 1 COUNTY COMMENTS 2/21/12 2 COUNTY COMMENTS 4/20/12 3 COUNTY COMMENTS 5/23/12 j� ` � � ��s� / �/ e .tri r �g.+` .. _ r ✓` ` ,/ =r' //i rs'i ti / ,'V ! i y'Se. O' ... y POST ; *; DEVELOPMENT .,.,,s AREA 4. /- ACRES CN S: SCALETc 5 MIN 40' NOTE. THE EXISTING BUILDINGS, GRADES, UTILITIES, FTC. SHALL BE FIELD -VERIFIED PRIOR TO CONSTRUCTION. w � a GENERAL NOTES � s'�+ s-' +� -s•f Architecture IL Engineering Plan„ in y Interiors SFCS Inc. 305 SouthJefferson Roanoke, s !# 540.344.6664 Fox,.' wwwsfcs.com PROJECT DESIGNER m DHK PROJECT ARCHITECT DBF PROJECT ENGINEER 5E30, TFR, CMF, PJM DRAWN BY ND CHECKED BY JH APPROVED BY JH NO. REVISION DESCRIPTION DATE 1 COUNTY COMMENTS 2/21/12 2 COUNTY COMMENTS 4/20/12 3 COUNTY COMMENTS 5/23/12 DRAWING TITLE STORMWATER MAMA ENI E T 1 BMP PIAN Comm, NO. [SATE 9112,00 December 22, 2011 DRAWING SHEET OF MINIMUM STANDARDS: KEYPLAN EROSION AND SEDIMENT CONTROL NARRATIVE invent esig SILT FENCE CULVERT INLET PROTECTION PROJECT DESCRIPTION AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT ENDWALL OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, dralrid are; i � THIS PROJECT INCLUDES THE ADDITION OF RECREATIONAL AND LIVING SPACE, THE RELOCATION AND IMPROVEMENT OF AN EXISTING GARDENING AREA, AND IMPROVEMENTS TO THE EXISTING ROADWAYS TECHNIQUES AND METHODS: fs x#ur� _ , p r�t..ra,:srtlE'eIfi, TOE OF I�il7i.j e, e AND HARDSCAPE SURROUNDING THE BUILDING ADDITION, TOTAL IMPACTS OF PROJECT ARE 1.33: ACRES MS -1, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE ...:_,� ..:.....- FILL 1. SET POSTS AND EXCAVATE A 4"X4°° LE WIRE FENCING TO THE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS _ ....., ... .:..:.... Bildt �r��>. - �. � ��' TRENCH UPSLOPE ALONG THE LINE OF CULVERT -- 2 STAB ,:, . t4POSTS. ADJACENT PROPERTY REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION ..__...' POSTS. _ 6 gal_ SHALL. BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY L011l 1 I THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY OF WESTMINSTER CANTERBURY OF.. .., tk NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER =i , 1144 �� � r o-,p4s� THE BLUE RIDGE. THE PROPOSED IMPROVEMENTS ARE LOCATED CENTRALLY WITHIN THE PROPERTY,;: THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO WHICH IS SURROUNDED ON ALL SIDES BY RESIDENTIAL AREAS AND ALSO CONNECTS TO US -250, AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. ' - -s M� TOE QF EXISTING SITE CONDITIONS THE SITE IS AT THE LOCATION OF WESTMINSTER CANTERBURY OF THE BLUE RIDGE. CURRENTLY, MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND � i• " � �1-N It z s FILL FLOW I BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH o _ E A HE LOCATION OF THE ( SILT E PARKIN LOT, A WELL AS AN EXISTING GARDENING ARE IN L° * **-' THERE IS G O , S _. FENCE O COMBINATION as SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE DISTANCE IS **OPTIONAL STONE BUILDING ADDITION. THESE EXIST IN THE MIDST F AN EXISTING COTTAGE AREA OF ht 1t��+j "; ° 4 PROPOSED BUI NG ADD O S T O 1:...., 6 MINIMUM IF a FOR THE TEMPORARY PROTECTION AND PERMANENT 11 FLOW 1,0 1.5 WESTMINSTER CANTERBURY (NO COTTAGES WILL BE DISTURBED). THE AREA PROPOSED FOR THE a �� FLOW IS STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS ..... `_:. .... .:.. _ • ,._..-.. _ ...... ... _.. .,. ,... ..... ..... ..,. .., . ;... '.,• .: .. RELOCATION OF THE GARDENING AREA IS CURRENTLY A GRASSY SLOPE WITH NO NOTABLE h i; t5�DA'i 3 TOWARD BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM :. Y PLAN NORTH NORTH CONSTRUCTION, ADJACENT TO ANOTHER PARKING LOT. IP �f trsFLIvr . ..•.:- 5, 3 EMBANKMENT THE PROJECT SITE. 43 Ott, m,, rrr s10rr : � t �r _ .. 3 ATTACH THE FILTER FABRIC TO THE 4, BACKFILL AND COMPACT THE OFF-SITE AREAS t �Ifr�0 IJ:irE S. �ftr ,�, F i GENERAL NOTES -.�. 2 NO OFF-SITE AREAS WILL BE DISTURBED DURING THIS PROJECT. MS 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON FLOW .5 WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. tat thl;�r i t Igztl f iIt' € DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 3 P; .. -. ...:.. TRENCH. t : - 2 21222%e- a 1..# � trap. in—em € � CRITICAL EROSION AREAS PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED........ _ UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM **VDOT #3 #357' #5 #56 OR #57 COARSE 1 -- im CRITICAL SLOPES HAVE BEEN INDICATED WITH HATCHES ON THE EXISTING CONDITIONS SHEETS OF , � CLASS I ---� k .. = .• , --' .�., _ ,,� MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. AGGREGATE TO REPLACE SILT FENCE IN " _ i THIS PLAN SET, HOWEVER, THE EXISTING CRITICAL SLOPES ARE MANMADE, ST RIPRAP F— = i i ' • Y:� /� : __/� O� � HORSESHOE " WHEN HIGH VELOCITY OF FLOW EROSION AND SEDIMENT CONTROL MEASURES MS -4, SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT CTP IS EXPECTED 3.08-1 ,r ��_ � � I UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SEDIMENT TR �t PCALCULATIONS r FLOW rT D, sx", CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM SHALL BE CONSTRUCTED ASA FIRST STEP IN ANY LAND -DISTURBING No Scale '- w I � ;�� ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND CULVERT INLET PROTECTION � �' No. 31371 STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND DISTURBANCE TAKES PLACE. SEDIMENT CONTROL HANDBOOK, THE MINIMUM STANDARDS OF THE VESCH SHALT. BE ADHERED TO ORIGINAL GROUND ELEV. 1' No Scale UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING �- CLASS 1 G JURISDICTION. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN "F'° �f I �,�_� � RIPRAP STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY i''�— j AFTER INSTALLATION. 1,01 . ORIGINAL EXTENSION OF FABRIC AND WIRE INTO STORMWATER RUNOFF CONSIDERATIONS VOL. "A" (67 CU. YDJACRE GROUND THE TRENCH. UPON COMPLETION OF THIS PROJECT INCREASED RUNOFF WILL ONLY BE SEEN OUT OF THE 300 MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND DRY STORAGE ' ELEV. SERIES OF PIPES. THAT INCREASED RUNOFF WILL BE REDUCED AND ROUTED THROUGH AN EXISTING FILTER FABRIC STORMWATER POND BEFORE IT IS ABLE TO LEAVE THE WESTMINSTER PROPERTY, ALL OTHER CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED _ >i FILTER CLOTH BY THE TRAP OR BASIN. VOL. "B" (67 CU. YDJACRE b BLOCK & GRAVEL CURB INLET SEDIMENT FILTER 1 i I DRAINAGE IS EITHER AT OR BELOV! THE PREDEVELOPMENT FLOW RATES ANI? VOLUMES. WET STORAGE) g VDOT #3, #357 OR #5 - CURB STRUCTURAL PRACTICES: A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL "E„ COARSE AGGREGATE ------- INLETBE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP 1, TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL SEDIMENT TRAP DIMENSIONS BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS, IT IS IMPERATIVE THAT THIS SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION, ITS PURPOSE IS TO REDUCE THE B, SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED SE C�D AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF, ' `I'` > ' _'< ';: 2. SILT FENCE BARRIER - 3.05 SILT FENCE ,SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE —' CONSTRUCTION O F A SILT F E �J C E INDICATED, ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134- �- - No Scale CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM FLOW W WIRE --- r --, AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF ___� CONCRETE 3. STORM DRAIN INLET PROTECTION - 3,07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL SCRE 'B THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. GRAVEL BLOC�t---=-- DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL FILTER ENTERING THE STORM DRAINAGE .SYSTEM PRIOR TO PERMANENT STABILIZATION. CORRESPOND TO A BARE EARTH CONDITION OR THOSE 4. DIVERSION DIKE - 3,09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS CERTAIN AREA, "E" 5. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGHOUT THE SITE IN AREAS SUBJECT UTILIZED. rm �- 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET TO SURFACE AND AIR MOVEMENT, °'F" RUNOFF _ FRAME- WITH GRATE MS -7, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN OVERFLOW FILTERED A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE WATER WITH WATER VEGETATIVE PRACTICES, SEDIMENTRAMS ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT 1. TOPSOIL (TEMPORARY STOCKPILE) - 3,30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE PLAN VIEW SEDIMENT TRAP MAX. STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE ° -- - �- GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ;•:•..:..;�.... ' STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED, as ,� - — == �..: •, .- ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, i. ! - (6 X DRAINAGE PLAN NOTES 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE AREA IN ACRES) SEDIMENT - l IIII r T THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION MS -8, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL CLASS I WIRE ��''� - MIN. SLOPES UNLESS C CONTAINED WITHIN AN ADEQUATE TEMPORARY OR -, SCREEN GATHER IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. RIPRAP 2 X 411 �o CURB _� �` EXCESS DEPEND ON THE TIME OF YEAR IT IS APPLIED, ���' DIVERSION WOOD INLET .AT 3, PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DIKE STUD CORNERS VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. - ENHANCE NATURAL BEAUTY, v o MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING MANAGEMENT STRATEGIES �. `--' o ..��-`--�-' `--`•'�"•`'�`- CONSTRUCTION. SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER `'. * PERSPECTIVE VIEWS 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING VDOT #3,#357 OR # 5 �-�- '� ''`" GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE IMMEDIATELY FOLLOWING INSTALLATION. COARSE AGGREG ��� ��� .--�--��� STAKE FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. `� 2. INSTALL SAFETY FENCE AROUND SEDIMENT TRAPS WITH A SIGN THAT READS "DANGER - FILTER CLOTH SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS QUICKSAND" FABRIC MS -11. BEFORE NEWLY' CONSTRUCTED STORMWATER CONVEYANCE APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS 1, 3. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING, CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET NOTE: NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE rllil 4. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL FINAL DIMENSIONS TO BE DETERMINED. 3.13 STRUCTURE, I i ' MIN ORDER TO MINIMIZE PERIMETER CONTROLS, LININGSHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO RECEIVING CHANNEL. 3.07-8 LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW, TEMPORARY SEDIMENT TRAP' �. DETAIL A MS -12. WHEN WORK `iJ A LIVE WATERCOURSE IS PERFORMED, No Scale PERMANENT STABILIZATION PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, STORMIINLET PROTECTION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT , i1 No Scale SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA 199 TO THE GREATEST EXTE ��'y POSSIBLE DURING CONSTRUCTION. STD, & SPEC= 3,32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE TO THE G BLE MATERIAL SMALL I USED FOR THE j d�= ®® LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK. MULCH (STRAW OR FIBER) SHALL BE USED ON � f7n �'� ELEVATION OF STAKE AND FABRIC ORIENTATION ALL SEEDED SURFACES, IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY TEMPORARY RIGHT—QE—WAY Hn BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE or -D q SPECIFIC_ APPLICATION PRIOR TO MULCHING, COVER MATERIALS. DIVERSIONS ©Q� ■ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE `` INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN SEQUENCE OF INSTALLATION MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY VDOT #z -� ----" 5 /a) WHERE THE }NIST SHEET OR OVERLAND FLOWS (NOT PHASE I COARSE AGGREGATE CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, :., „ :::., . n,..y... w,. ...,..•. EXCEEDING 1 G.F.S,) ARE TYPICAL, THE METHOD SHALL NOT APPLY 1, A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, I :::::: �. ;,;: :. „ g: y;;; :r "•,•.: , . , A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF w,=:'M;;.w- , ; : ,, •:.::{t : •;',: ,.: +;._, TO INLETS DECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING NONERODIBLE MATERIAL SHALL BE PROVIDED. OR HIGHW,�,', MEDIANS. LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. v:� ? :f: ii:;=::' i:,; g9 E 2n INSTALL CONSTRUCTION ENTRANCE, MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS f 3, INSTALL SILT FENCE AND INLET` PROTECTION AS SHOWN ON PHASE I PLAN, 4��y�" �ku�� `� »fit "_" 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN, PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES I ...�-�--'— 111 _lL-�,mrrt-�-arurr�111111 __- 1 1 ( 11� } SHALL BE MET. PERSPECTIVE VIEW 3.a7-1 5, ROUGH GRADE PROJECT AREA, STORM DRAIN INLET L T C,� C�.I 6, SEED ALL DENUDED AREAS PER VESCH STANDARDS. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL_ BE STABILIZED �s:`�`�4 � `� No Scale ON IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. -3�°` �; :;:. PHASE II t INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN o .•. �a: ti : ;' "'. PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO :c;•4• n 2, FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN OTHER APPLICABLE CRITERIA. SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. POLYETHYLENE FABRIC (ATTACH ,;;� »,4; .;.h,.;, �ai:.,x',.,�,.z r�;;:':i• Albemarle 4 Comity ',.y...wh..+*w.}•.;.. `{•:�'..:y ` \.f�+;> 13,1 .in'n;R".: :'.+:.4. Ct{�rl�� S•� 0..Q 11 3. ALL STORMWATER PIPING &STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE TO POSTS WITH � .:��' y:;�:�-�.�.;. __. AT ONE TIME. METAL TIE WIRES} t�} WIR�i �ltgirleecing Review IZefel�enee Details PROJECT TITLE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION FABRIC Page 3 of 4 B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE � LINE CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. CONVENTIONAL_ ;t; io• GROUND LINE IVIC�NTIC EL.LO BUILDING EXPANSION OF TRENCHES, A' METAL (T) OR �' L@ MAX, MIN. ' (!!) POSTS BRACING, �CONCRETE FOOTING Paved construction entrance for erosion control plans C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED SAF PERSPECTIVE VIEW PERSPECTIVE VIEW GENERAL EROSION AND SEDIMENT CONTROL NOTES: OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT PLASTIC FENCE METAL FENCE - L VEGETATIVE AND STRUCTURAL r > c: .-............: ..._..,...... �;;' MI I. _, ES 1, UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALS ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. � a �t�r �x SAFETY FENCE ,,,�:�.::..� §� V �,_�, c.5 . , 42H AS) HALL 'O EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND cc};t,'';c F T 14 E L, . U. I i G .E SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE � , �,, I t F'AVF F' No Scale ... EX'S't�NC , HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND .• `rte V'° :' ` "` ::: _ 250 PANTOPS MOUNTAIN ROAD REGULATIONS. PROMOTE STABILIZATION. 21A AG(fR=•';AIE BASE CHARLOTTESVILLE, VA 22911 ES -2, THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE TABLE 3,32-D P tJF•ILE SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL WITH THESE REGULATIONS, PLAN. (RWO� • �;}' S. F. APP! iC'ABI E SAFE=TY PFrl II ATIONR HAI L BE CC7Rat P TELT WITH. TP,TAa P n� ACRE SIU\; �---- _— __ i I 1 Architecture 1 V I PAL LB."S. P PER ACRE C INSfi' (X!lt'.•'' .._ /� SPIiALT F'hlrrrti ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN MINIMUM CARE L.�AWN Ac rrss ' A PlanningEngineering CLEARING, GRADING, OR LAND DISTURBANCE. MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT TEMPORARY RIGHT OF NAY DIVERSION � �t'dr.5lts ,n,. c _ � Interiors COMMERCIAL OR', RESIDENTIAL 176-200 LBS. Interiors PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE r F; No scale KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% ! ; EXIS TIO r ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE o d f 2 j PAVFMF NT - IMPROVED !PERENNIAL RYEGRASS 0-5% , -- � - ...... SFCS Inc. 305 South Jefferson Street ALL TIMES. PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A KENTUCKY BLUEGRASS 0-5% t _ Roanoke, Virginia 2491 .2093 PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE !"ALE 3.31,. 9 ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE ' _- - - 540.344.6664 Fax 540.343.6925 HIGH -MAINTENANCE LAWN 200-250 LBS. THESE PLANS (INCLUDING BUT NOT LIMITED TO OFFSITE BORROW OR WASTE AREA SUBMIT' A REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND ACCEPTABLE TEMPORARY SEEDING PLANT MATERIAL (� - IISOSIIM. f�t,r::raAG3F www.sfcs.acam SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET KENTUCKY 31 OR TURF -TYPE FALL FESCUE 100/0 66 eLl OF" .?+IURe. �� Af+IJ MENU EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN QUICK REFERENCE FOR ALL REGIONS OPFR,TIONk THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL GENERAL SLOPE: (3;1 OR LESS)PLAN ES -6; PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND DEVELOPMENT LOTS AS WELL AS TO LARGER KENTUCKY 31 FESCUE 128 LBS. RATES RED TOP GIRASS 2 LBS. ' • SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) LAND -DISTURBING ACTIVITIES. SEASONAL. �It3RSE CROP * 2Q LBS. PROJECT DESIGNER : IDHK PLANTING_...._.................uls..._....._....._.............-....._...._......... .... - I`10S V1:. DRX-14A(A. DATES SPECIES PROJECT ARCHITECT ES -7, ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 150 LBS. TO PPIN(; J•iL LBS / PER ACRE LOW-MAINTENANICE SLOPE (STEEPER THAN 3:1) �.rr_.j..:.:.........:......_...._. .---►- rs�rir-l�INtr ia�vic.':: ; KENTUCKY 31 FESCUE ,�_,.•.. . TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT, SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE ;' *;. ' `,i"` '' ~' tea' 'fi;. .= e PROJECT ENGINEER . SBC,, CMF, PJM UE 108 LBS. �,, � .. r�r _ •: '. �y STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO �' ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE 50/50 MIX OF ANNUAL RYEGRASS (LOIUM MULTI-FLORUM) RED TOP GRASS 2 LBS. F= C..rrll �� DRAWN BY NO SEPT 1ST - SEASONAL. NURSE CROP * 20 LBS. SECTION A -'-A LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED & 50-100 CHECKED BY .JH FEB 15TH CROWNVETCH ** 20 LBS. ES -9, INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY CEREAL (WINTER) RYE (SECALE CEREALS) 150 LBS. APPROVED BY : UH RAINFALL EVENT, MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER iiiittinanii Tater tala of I iiich IIIc:st be iiishallecl with a Iiiii3liiilliil I iildl balcocl: EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. EROSION AND SEDIMENTATION, FEB 16TH- ANNUAL RYEGRASS (LOIUM MULTI-FLORUM) 60-100 clitit:f€zraLlc e 4irl>pl}'nib aa�li lits e7tli a cliaiiieter of 1.5 isiclies for acleclllatr N0. REVISION DESCRIPTION DATE coustalit pressure, i limb water imust be cairiecl away il,ow Ilie enti'atice to all 1 COUNTY CC?MMEl�lTS 2!21!12 APR. 30TH 1 �:;:. ' ' alslyfoVe(i settling area to i'eniOt eclasi Bait. All ecliliieiit Miall be l)reveutl;ct fktiii MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM MAY 1ST- euterhig st01.0) <Iraiiasn ditches 01- mr-1 ici�TllSaR DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT AUG. 31ST GERMAN MILLET (SETARIA ITALtCA) 50 2 COUNTY COMMENTS 4J20/'i2 DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES LAVED WASH RACK 3 COUNTY COMMENTS 5/23!12 VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF p AS STATED BELOW; NO S;,, .r FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN MULCHING, STD. a SPEC. 3.35 FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE ;ADD VERSION ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER TABLE 3.35-A AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE DRAWING TITLE 8 PAGES 20-24. ORGANIC MULCH MATERIALS AND APPLICATION RATES NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE 'LOT SCALE CE r,cr.l�Ft,?ILUs) EROSION SEDIMENT ldfA RATES SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF MULCHES: NOTES: FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL p� e 4� PER PER OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU 3 PA�ED CONSTRUCTION ENTRANCE CONTROL L NINES & DETAILS 'LOT DATE ACRE 1000 SQ, FT. OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED No scale 1 1/2 - 2 TONS FREE FROM WEEDS AND COARSE MATTER. MUST MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE AVE DATE STRAW OR ('MINIMUM 2 TONS 70-90 LBS. BE ANCHORED, SPREAD WITH MULCH BLOWER OR ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER COMM. NO. DATE HAY FOR WINTER BY HAND. SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. COVER) X1112,00 December 22, 2011 COMM N0, FIBER MULCH MINIMUM 35 LBS, DO NOT USE AS MULCH FOR WINTER COVER OR I 1500 LBS. DURING HOT DRY PERIODS.* APPLY AS SLURRY, DRAWING SHEET WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE PERMANENT SEEDING MIC FOR PIEDMONT AREA C5.0 WINO N . USED, APPLY AT A MINIMUM RATE OF 2000 LBS./AC. OR 45 LBS,11000 SQ. FT, No Scale OF WIWI 1ENU IMA�� IN �- � ►lwy 1 � HEIGHT VARIES WITH PL 12" MIN. n • • 1 a 1 r • .r57 : ! ! r • t r- r n • r REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTES). DO NOT WRAP TRUNK •i• `� i '^i •' i r- ■r l., l , ,r. •.y : GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT V COMPOST" LAYER ;. r �. •. w nt. • L -. l M l.. .. �.mi mi,:„ , r M I is :m • -•i :a rf ! • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. ® PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. e PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. r CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE s UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL (DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. s ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTIONAGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND TH CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOUR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. DdkD t✓t1fV S H11fVf:kt'C BUILDING FACADE BY ARCHITECT FINISH GRADE 2" TYP. BELOW EDGING 3-5"DIAM. WASHED RIVER STONE \.FOUNDATION DRAINAGE BY ARCHITECT STONE EDGING TO SCALE STEEL LANDSCAPE EDGING"' X 5" LAWN FILTER FABRIC �. —15" (MIN.) STEEL STAKE : ROOT BALL 12 GAUGE GALVANIZED WIRE ice- -- 3-2"x2" HARDWOOD STADES r' ! :■ #: �t t • } 6" SAUCER V COMPOST LA`(ER 4" x 18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH WITH MULCH • • . • Eel gwrd a t. i k n s. k'r •i. x • a )OMINANT LEADERS UNE TERMINAL BRANCH TIPS )SE WITH 12 GAUGE 00 INTERVALS ED HARDWOOD EDGE OF ;EEP 4-6" AWAY aK FLAIR MED SAUCER (USE ,NGLE OF REPOSE H STEEPNESS OF SOIL TYPE FLUSH W/GRADE GENERAL. NOTES 'l W PROJECT TITLE MONTIC;EL.LO BUILDING EXPANSION est Brister anter ury F THE BLUE RIDGE Architecture Engineering Ila Plonning Interiors SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fox 540.343.6925 www. SECS, corn PROJECT DESIGNER ; VHK PROJECT ARCHITECT ; vBF PROJECT ENGINEER ; 5BG, TFR, GMF, PJM DRAWN BY > EGF CHECKED BY 'NP5 APPROVED BY LCL NO, REVISION DESCRIPTION DATE 2 PER COUNTY COMMENTS 4-24-12 5 IPER COUNTY COMMENT5 5-25-12 DRAWING TITLE LTINNOTES DETAILS CO�riM. N0. DATE I�EGEM�E� 22, 2®11 I�RAVJING SHEET PLAN NORTH NORTH GENERAL. NOTES 'l W PROJECT TITLE MONTIC;EL.LO BUILDING EXPANSION est Brister anter ury F THE BLUE RIDGE Architecture Engineering Ila Plonning Interiors SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fox 540.343.6925 www. SECS, corn PROJECT DESIGNER ; VHK PROJECT ARCHITECT ; vBF PROJECT ENGINEER ; 5BG, TFR, GMF, PJM DRAWN BY > EGF CHECKED BY 'NP5 APPROVED BY LCL NO, REVISION DESCRIPTION DATE 2 PER COUNTY COMMENTS 4-24-12 5 IPER COUNTY COMMENT5 5-25-12 DRAWING TITLE LTINNOTES DETAILS CO�riM. N0. DATE I�EGEM�E� 22, 2®11 I�RAVJING SHEET MENU I ` . SCALE PHONE: 1-877-269-8068 COPPER FIRE BOWL WITH GAS FIRE f ROCKS BUILT INTO FIRE PIT PRECAST CONCRETE CAP ON SEAT WALL COORDINATE�1 PROVIDE ELECTRlr.601-�� GAS CONNECTIONS 10 SERVICE FIRE r AREA. k PEGASUS LIGHTING FIX] MOUNT HALOGEN MR 35 -WATT 120—VOLT BULL SHAPED BARBECUE LIG BUILT—IN GAS GR' ECHELON E7 RAISED GRANITE COUNTER TOP 2" POLISHED GRANITE COUNTER TOP - SLOPE TO DRAIN GkA.1viTE ASSEMBLY AND SUPPORT, SUBMITTAL REQUIRED 1" RADIUS ROLLED EDGE (TYP) BRICK TO N IAT CH BUILDING BRICK $' MORTAR BED CONCRETE MASONRY UNITS WITH FULLY GROUTED CORES AND REBAR AS REQUIRED REINFORCED CONCRETE FOOTING, SUBMITTAL REQUIRED UNIT PAVERS COMPACTED AGGREGATE BASE 4" MINIMUM THICKNESS COMPACTED SUBGRADE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF VIRGINIA. GAS GRILL STATION DETAIL - GARDEN OVERLOOK NOT TO SCALE CONTROL JOINT a@ Y�' DEPTH ' X 4" SILICONE SEALANT EXPANSION JOINT W/PREMOLDED EXPANSION FILLER CONCRETE WALK R= �„ . e ; D5F . va.. • d .'rm 5C, TER, GMF, F'JM DRAWN BY a E&F CHECKED BY NP5 o .re s'�E smear'����'ii!""�'����►��""`�=��'"'!•�'[�r*�i/ar�!!+�""iw:�����y�-r,����•�ESTONE .•r. aQ'44. Qa•' w ,. w. .•r M�-'r`. 'l�E�f''�/{fir•{+r��'��f.��1 p .!♦:��:`'i t'r >« �5 BASE CONTROL JOINT a@ Y�' DEPTH ' X 4" SILICONE SEALANT EXPANSION JOINT W/PREMOLDED EXPANSION FILLER CONCRETE WALK • O' 1. a, 4 4 •� INTEGRALLY COLORED CONCRETE PAVEMENT f SIDEWALK '- a V FINISH GRADE' T YP. BELOW EDGINGEDGING 114" X 5" ------------------ �I���I���i��������r������-I���������Tirli����[����T,�:I�� Y���i���-1�C�lS+'YiT•r:� 141 I`IM all NOT TO SCALE C:5 -.6 PLASTIC EDGE RESTRAINT OR APPROVED EQUAL LIGHT DUTY CONCRETE PAVERS ?" TO $" JOINTS FILLED WITH POLYMERIC SAND 1" —1-1!2 SAND SETTING BED 6" COMPACTED AGGREGATE EASE STD. VDOT 21A STAKE SCALE COMPACTED SUBGRADE FILTER FABRIC TURN UP AT EDGES PLASTIC EDGE RESTRAINT OR APPROVED EQUAL HERTY DUTY CONCRETE PAVERS 3 —1/8" MIN. THICKNESS &" TO-! JOINTS FILLED WITH POLYMERIC SAND 1" —1-1f2" SAND SETTING SED 12" COMPACTED AGGREGATE SASE STD. VDOT 21A 16" STEEL STAKE 1 I I Y y— �-- FILTER FABRIC TURN UP AT EDGES COMPACTED SUBGRADE MIN. CBR 10 r (D 9 PLAN NORTH NORTH GENERAL NOTES D5F PROJECT ENGINEER 5C, TER, GMF, F'JM DRAWN BY a E&F CHECKED BY NP5 s'�E smear'����'ii!""�'����►��""`�=��'"'!•�'[�r*�i/ar�!!+�""iw:�����y�-r,����•�ESTONE �+� � AI {j111 R M�-'r`. 'l�E�f''�/{fir•{+r��'��f.��1 .!♦:��:`'i t'r >« �5 BASE @ 95% COMPACTION COMPACTED , • O' 1. a, 4 4 •� INTEGRALLY COLORED CONCRETE PAVEMENT f SIDEWALK '- a V FINISH GRADE' T YP. BELOW EDGINGEDGING 114" X 5" ------------------ �I���I���i��������r������-I���������Tirli����[����T,�:I�� Y���i���-1�C�lS+'YiT•r:� 141 I`IM all NOT TO SCALE C:5 -.6 PLASTIC EDGE RESTRAINT OR APPROVED EQUAL LIGHT DUTY CONCRETE PAVERS ?" TO $" JOINTS FILLED WITH POLYMERIC SAND 1" —1-1!2 SAND SETTING BED 6" COMPACTED AGGREGATE EASE STD. VDOT 21A STAKE SCALE COMPACTED SUBGRADE FILTER FABRIC TURN UP AT EDGES PLASTIC EDGE RESTRAINT OR APPROVED EQUAL HERTY DUTY CONCRETE PAVERS 3 —1/8" MIN. THICKNESS &" TO-! JOINTS FILLED WITH POLYMERIC SAND 1" —1-1f2" SAND SETTING SED 12" COMPACTED AGGREGATE SASE STD. VDOT 21A 16" STEEL STAKE 1 I I Y y— �-- FILTER FABRIC TURN UP AT EDGES COMPACTED SUBGRADE MIN. CBR 10 r PROJECT TITLE MONTICELI. O BUILDING EXPANSION Westminster --ILCanterbury F TH-E BLUE RIDGE Aff '41 Architecture Engineerinq Planning - Interiors SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fox 540.343.6925 www.sfcs.com PROJECT DESIGNER (D 9 PLAN NORTH NORTH GENERAL NOTES PROJECT TITLE MONTICELI. O BUILDING EXPANSION Westminster --ILCanterbury F TH-E BLUE RIDGE Aff '41 Architecture Engineerinq Planning - Interiors SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003 540.344.6664 Fox 540.343.6925 www.sfcs.com PROJECT DESIGNER DHIG PROJECT ARCHITECT D5F PROJECT ENGINEER 5C, TER, GMF, F'JM DRAWN BY a E&F CHECKED BY NP5 APPROVED BY :LGL NO. REVISION DESCRIPTION DATE 1 PER COUNTY COMMENTS 2-21-12 2 PER COUNTY COMMENTS 4-24-12 5 PER COUNTY COMMENTS 5-25-12 COMM. NO. DATE DECEMBER 22, 2411 DRAWING SHEET L 1 .5 OF