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SDP201500044 Plan - Submittal (First) 2015-08-25
BRANCHLANDS MEMORY CARE &ASSISTED LIVING SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434 - 327 -1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI @TIMMONS.COM TAX MAP PARCEL: 61Z -3 -5A LIMITS OF DISTURBANCE: 1.29 AC ZONING: PUD, SPECIAL USE PERMIT (SP201400010) MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 2815 N AUGUSTA ST SUITE C STAUNTON, VA 24401 TELEPHONE: 540 - 885 -0920 CONTACT: PAUL HUBER PAULHUBER @TIMMONS.COM SURVEY CONDUCTED: JANUARY 17, 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: PURSUANT TO ZMA- 80 -26, SETBACKS ARE TO BE ESTABLISHED AT THE TIME OF FINAL APPROVALS AS OPPOSED TO ESTABLISHMENT AT TIME OF REZONING. BUILDING HEIGHT: 4 - 12' FLOORS OVER 14' BASEMENT BUILDING SQUARE FOOTAGE: 85,730 SF BUILDING FOOTPRINT: 19,763 SF PROPOSED USES: HEALTHCARE PROPOSED UNIT: 83 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.91 ACRES WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: MEADOW CREEK WATERSHED PARKING: PARKING REMOVED: 11 SPACES PARKING ADDED: 8 SPACES NET DECREASE: 3 SPACES MANAGED STEEP SLOPES ARE LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. MAJOR SITE PLAN AMENDMENT SPD 96 -119 COUNTY OF ALBEMARLE, VIRGINIA 8/24/2015 Starbucks 0 Charlottesv , " ��. Fashion Square Maya n o n w e a I t h ri Wood Grill Buffet 1427 WESTFtEL0 SITE LOCATION f/� ji(R 6Aenc Cr / BRANCHLANN RET ". 4` VICINITY MAP SCALE: 1" = 11000' OWNER: WIAL LLC 12095 GAYTON ROAD RICHMOND, VA 23238 CONTACT: GRAHAM ALDELMAN EMAIL: CAM BRIDGEHEALTH @MSN.COM OWNERS REPRESENTATIVE: MILESTONE PARTNERS 3002ND ST NE CHARLOTTESVILLE, VA 22902 CONTACT: L.J. LOPEZ TELEPHONE: (434) 245 -5803 EMAIL: LLOPEZ @MILESTONEPARTNERS.CO ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P. E. TELEPHONE: (434) 327 -1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN C4.0 SITE PLAN C4.1 SITE PLAN C5.0 STORMWATER MANAGEMENT PLAN C5.1 STORMWATER DETAILS C6.0 PROFILES L -001 GARDEN PLANS APPROVALS DATE DEPARTMENT OF C0TMNfMTY DEVEI_,OEN ENT PLANNER/ZONING ENGINEER INSPECTIONS ASS DEPARTMENT OF FIRE RESCUE AL13 EIVIAPLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATIOi'V HEALTH DEPARTMENT NO. DATE ISSUE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l lnfrastructurel Technology 4. G ' Q CR JTGV� J. KOTA SK1 Lie. No. 040204850" KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: COVER SCALE: AS NOTED C0.O SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. 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). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 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. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. 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. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL 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. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N /A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT 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 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. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. 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). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N /A) 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. 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. 24. APPROVAL OF A DETAILED CONSTRUCTION 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 MAINTAINED RIGHT OF WAY. (N /A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N /A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft. /ft. 27. 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. (N /A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION /MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC /ANSI A117.1 -03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. STEEL CAP TO THE DEPTH OF CURB MA` A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A -3 CONCRETE CONTINUE STONE BASL FROM ADJACENT PAVEMENT SECTION UNDER CURB "-suor.1 VDOT STANDARD CG -3 No Scale 2" R 4" CONC CURB AND GUTTER CLASS 3A, �\ (f'c =3,000 PSI) CONCRETE 6" 13" �\ °J a / a Q a 7.. d 4 4 4 4 Q \ 4 4 \ a \\ Q 4 a o / n 4" MIN.o °\ ,v I-- 6" 6" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale 12" MIN (TYP.) A1<//0 1.5 "DIA GALV RAIL (TYP.)-- 12" MIN (TYP.) +mts1i EX P. (TYP.) 2' -10" JOINT FINISHED GRADE 12" (TYP.) 1/8" J WASH 1/2" R �- a (MAX.) n o 0 0 8.. 5" FINISHED ° GRADE EXP. ° CONCRETE JOINT a #3 REBAR (12" O.C.) 1/8' WASH 5" # 57 STONE 8" 1' -0 ° a (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2' -2" AT SPLICES 1" NOTES: V -4" COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale RESERVED I I PARKVED PARKING PENALTY PENALTY $100 - $500 RISE $100 - $500 RE TOW AWAY ZONE TOW AWAY ZONE -T VAN 6' ABOVE ACCESSIBLE 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" O 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 M 4" TOP OF CURB R =2" d 6„ SURFACE 18" X\ \ \ / \ \/ \A�VA BASE \ d a d VDOT A -3 CONCRETE SUBBAS CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale TOP OF CURB 6" SURFACE BASE 12 FLUSH CURB No Scale T VDOT A -3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 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 77- -0-- 0 st_50 0Q 0Q- st_50 000 1.5' 2.66' 2.66' 2.66' 1.5' 0 0000000 0 0 BOLLARD (TYP.) 0 0 0 0 0 0 0 CONC. PAD T VDOT A -3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 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 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21 -B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 77- -0-- 6» 1.5' 2.66' 2.66' 2.66' 1.5' I x 6 TRIMMER 114" SAG ROD BOLLARD (TYP.) > CONC. PAD VENNEEMMAMER/ 6 6x6POSTS U EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE W 0 0 0 0 0 0 0 HANDICAP SIGN 2' MIN. 2 "_± /SURFACE I// COURSE NOTE 3.5' 0 0 0 0 00 0 0 x rON GATE ° . OWNER) 0 0 0 0 0 0 0 PAVEMENT PATCH CURB PAINTED PER 2% MAX. 18' 18' 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21 -B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale PLAN VIEW 4 x 4 POST UNLESS OTHERWISE NOTED 2 x 4 RAIL ON PLAN (TYP.) -� I x 6 TRIMMER 3'- 0 " I ,-I x 6 SIDING 1 x ""r) 1 x 6 TRIMMER 1 x 6 SIDING I x6CAP EXISTING PAVEMENT PROPOSED PAVEMENT 77- -0-- 6» 1.5' 2.66' 2.66' 2.66' 1.5' I x 6 TRIMMER 114" SAG ROD BOLLARD (TYP.) > CONC. PAD CONCRETE BUMPER BLOCK 6 6x6POSTS PLAN VIEW 4 x 4 POST UNLESS OTHERWISE NOTED 2 x 4 RAIL ON PLAN (TYP.) -� I x 6 TRIMMER 3'- 0 " I ,-I x 6 SIDING 1 x ""r) 1 x 6 TRIMMER 1 x 6 SIDING I x6CAP EXISTING PAVEMENT PROPOSED PAVEMENT \ I EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale R= Y4" CONTROL JOINT SPACED 1 AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', a %4 WITH PREMOLDED EXPANSION FILLER CONC. WALK d ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C COMPACTED SUBGRADE 4" 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% a d d A�� \/X �A / /X��V 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 EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" ° -F 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE \o\o\o\o\o\o\0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale OUTSIDE ELEVA TION 12' S7 HINGE 1 x4 CAP 0VER OUTSIDE GATE VIEW I x 6 TRIMMER 114" SAG ROD > CONCRETE BUMPER BLOCK SAWCUT THROUGH MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE W SPECIFIED ON PLANS Lu & REMOVE IMBEDDED 24" IN GROUND PAVEMENT PROPOSED HANDICAP SIGN 2' MIN. 2 "_± /SURFACE I// COURSE \ I EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale R= Y4" CONTROL JOINT SPACED 1 AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', a %4 WITH PREMOLDED EXPANSION FILLER CONC. WALK d ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C COMPACTED SUBGRADE 4" 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% a d d A�� \/X �A / /X��V 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 EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" ° -F 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE \o\o\o\o\o\o\0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale OUTSIDE ELEVA TION 12' S7 HINGE 1 x4 CAP 0VER OUTSIDE GATE VIEW BOLLARD DETAIL No Scale TYPICAL PARKING SPACE DETAILS No Scale DUMPSTER PAD & ENCLOSURE DETAIL No Scale NO. DATE ISSUE 0000000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 WWW.timmons.com Site Development lResidential l Infrastructure Technology jr ,s ;0 •� t r Q C,� TC3 W J. I1COTARS ter Lic. No. N 0204.850 7 . r0 S /a4 /i5, TITAL SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 I x 6 TRIMMER 114" SAG ROD CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR WITH TURNBUCKLE 6" DIA. STEEL PIPE IMBEDDED 24" IN GROUND FILLED WITH HANDICAP SIGN 3' -0 2 x 4 CROSS BRACE CONCRETE AND LOCATION (VAN) NOTE 3.5' POWDER COATED (COLOR TO BE HANDICAP SIGN LOCATION (TYP.) 3' ADJUST TO HEIGHT 2 x 4 FRAME 10" OF CASTER WHEELS 2 4 RAILS SELECTED BY x rON GATE ° . OWNER) 0 0 o CONC. EOP FACE OF STONE�� PAVEMENT PATCH CURB PAINTED PER 2% MAX. 18' 18' 6" 3' -0" INSIDE ELEVATION 11=111 =1II= 1,0=111 '11= = =III • °° ° - pir=� I1= 111111 =11' = VDOT 4" 4' SPEC. PAINTED CA STER WHEELS CONC. NOTE: ALL LUMBER SHALL III III -• •° ° ;. - III III - III -III STRIPE INSIDE GATE VIEW b ' • ° ° (TYPICAL) BE PRESSURE TREATED 35 4 8' 1 5' 1 8' 8' 1 8' I 9 I _ � 2' -0" DIAMETER TYPICAL VAN 12" a 3,000 PSI AIR - ENTRAINED CONC. FOOTING I ACCESSIBLE ACCESSIBLE 2" MINIMUM CONCRETE HANDICAP SPACES REGULAR SPACE POST ELEVATION BELOW STEEL PIPE BOLLARD DETAIL No Scale TYPICAL PARKING SPACE DETAILS No Scale DUMPSTER PAD & ENCLOSURE DETAIL No Scale NO. DATE ISSUE 0000000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 WWW.timmons.com Site Development lResidential l Infrastructure Technology jr ,s ;0 •� t r Q C,� TC3 W J. I1COTARS ter Lic. No. N 0204.850 7 . r0 S /a4 /i5, TITAL SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 February 6, 2013 ACSA GENERAL WATER 8t SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE-, o II II II z d- z N m WATER ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE Id � I I I I I Li 2500 P.S.I. CONCRETE �' d 2'x 2' BEARINGAREA. THRUST BLOC Q a d 4 d d a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAI TYPICAL GATE VALVE NTS FIG. W - 5 TD -8 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFI B EDDING 8 STONE * STABLE SOIL ROC K * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION Elm® INITIAL BACKFILL 4�MN 8 8 MIND MIN #68 STONE 3RANULAR FILL AS 'APPROVED BY ACSA OCHE STABLE SOIL OR ROC NOTE ].NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD -2 B TYPICAL METER VAULT N.T.S. FIG. W- 7A TD-11 SIDE VIEW 1.75" DIAMETER DRILLED SOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH G SECTION 1 - 1 45 ° 45' T FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. qt,/ ING AS JIRED SECTION 2 - 2 PIPE DIMENSION DIMENSION DIMENSION METER SIZE VOL. SIZE OF (FEET) A B C 1 1/2" 3'1" 510" 3'8" 2" 3'1" 5'0" 3'8" 3" 5' MIN. 10' MIN. ' MIN. 4" 5' MIN. 12' MIN. 6' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. B TYPICAL METER VAULT N.T.S. FIG. W- 7A TD-11 SIDE VIEW 1.75" DIAMETER DRILLED SOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH G SECTION 1 - 1 45 ° 45' T FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. qt,/ ING AS JIRED SECTION 2 - 2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. THE JOINT. BEND CONSULTING ENGINEER SHALL BE RESPONSIBLE L H T L H T CONCRETE 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 112 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 36" 2. USE 2500 P.S.I. CONCRETE. 6" MIN. 17.5 6" MIN. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. o d d d o ° d e a A d d e e d e d a 60.. _ CONCRETE THRUST BLOCKS NTS FIG. W - 3 d ° d e 36" If ,a 6" MIN. 17.5 6" MIN. (22.5" FOR COMPOUND METER) d d o d d d o ° d e a A d d e e d e d a 60.. _ 11 18' MIN. a da G d T 12" MIN. (22.5" FOR COMPOUND METER) 1.0 - 17.5' a 44" MIN. 37" MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE VAULTS SHALL BE 4 ". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (211 METER) NTS FIG. W- 7C TD-13 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18" VALVE BO #68 STON 36 "MIN 6" GATE VALVE r' ee e ° 8" X 6" ° ' I'r TEE 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST ,►,,�,i UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4° OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-7 Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 2'W x 21 x 0.3'H CONCRETE COLLAR 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS SEAMLESS COVER SLEEVE IDENTIFICA TION PLATE 2.5' FROM " ° 3/4" THREAD-0-LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE 2'x2'x2' VDOT STD #57 THRUST BLOCK STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP. SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. SIAMESE CONNECTOR DETAIL No Scale NO. DATE ISSUE 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l lnfrastructurel Technology t U CRAXG W J. KO ARSKI iL.,ic. No. 0402048507 8 all 15, op r5 SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 36" ,a (22.5" FOR COMPOUND METER) 1.0 - 17.5' a 44" MIN. 37" MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE VAULTS SHALL BE 4 ". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (211 METER) NTS FIG. W- 7C TD-13 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18" VALVE BO #68 STON 36 "MIN 6" GATE VALVE r' ee e ° 8" X 6" ° ' I'r TEE 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST ,►,,�,i UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4° OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-7 Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 2'W x 21 x 0.3'H CONCRETE COLLAR 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS SEAMLESS COVER SLEEVE IDENTIFICA TION PLATE 2.5' FROM " ° 3/4" THREAD-0-LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE 2'x2'x2' VDOT STD #57 THRUST BLOCK STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP. SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. SIAMESE CONNECTOR DETAIL No Scale NO. DATE ISSUE 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l lnfrastructurel Technology t U CRAXG W J. KO ARSKI iL.,ic. No. 0402048507 8 all 15, op r5 SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 FRAME & COVER (SEE FIG. S - I - D,E) SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE —� PRECAST REINFORCED CONCRETE SECTIONS "O" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.H.5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE CHANNEL TO BE FILLETS 3/4 DIAMETER 0 CONTRIBUTING T SEWER. 1 r A FILLETED INVERT FOR A SM00 TRANSITION OF FLOW BETWEEN' INLET & OUTLET PIPE SHALL B 21 _ 011 ° STREET SURFACE OR NON - PAVED AREA 12" MIN a 16" MAX ° 41-011 e 1 , a d e e 0 If 5 3' - 0" MIN VARIES 1211 PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOIFHE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON-EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN MAX. 6-0" CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL (GUARD) INSTALLATION ON WALLS N.T.S FIG. S -I -A TD-21 HR -1 12" MIN 1/2" SOLID STEEL SMOOTH D ROUND ND ROD (TYP.) OR 1" STANDARD PIPE. ao p" O.D. STANDARD PIPE FOR RAILS 12 z" O.D. EXTRA STRONG PIPE FOR POSTS Nt I� 12" MAX. A - WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER GROUNDING JIM11 ' HANDRAIL INSTALLATION HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D. FE -CL. Oiii• ► ❖O. . ❖O� .• • • � 0000 ►•ii0 OOii 0 CAULK AROUND ALL POST GROUNDING WITH SILICON SEALER 3/ E ECOVORE 3/8" ROUND ROD N 7q" DIA. WITH TURNBUCKLE BOLTS (TYP.) SP4 O.D. METAL SLEEVES TO ;. 12" BE CENTERED IN TOP OF WALL �• . ` '' �' .:. CONTRACTION JOINT END OF RETAINING WALL . ': ;�' :. •: REQ'D. RW -2 RETAINING WALL ALTERNATE INSTALLATION ON WALLS THISE HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR 8' MINIMUM IMPACT FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED. CONTACT WITH SOIL HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. SPECIFICATION \vooT REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 504 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 FI W W _J z w J O I CONC. BASE H SLOPED TO FLOW INEL 1/4" V MIN BRANCH FIONS TO ".•� • ,• .� __]HOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD -23 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R -1975 OR EQUIVALENT) J" CONCRETE COLLAR CRUSHED STONE BEDDING 6 " DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale TOP OF WALL ELEV. VARIES 0 o GEOGRID REINFORCING AS SPECIFIED BY MANUFACTURER STONE FILTER BLANKET 1 o�cO CONTINUOUS ALONG WALL o�o AS SPECIFIED BY 1 �cb MANUFACTURER 1 BOTTOM OF WALL ELEV. VARIES o� REINFORCED FILL 4 a O -_J FOUNDATION SOIL FOUNDATION AS REQUIRED PERFORATED PIPE AT BASE OF WALL; BY MANUFACTURER DAYLIGHT AT END OF WALL NOTES: 1. ALL WALLS OVER 2.5' IN HEIGHT SHALL HAVE A PEDESTRIAN IMPEDIMENT AT THE TOP OF WALL. 2. THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY. THE DESIGN - BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE WITH THE ITL TO IDENTIFY EXISTING SOIL CLASSIFICATIONS, SOIL DENSITY /UNIT WEIGHT, SHEAR STRENGTH, SOIL FRICTION ANGLE, AND WATER TABLE ELEVATIONS AT ALL WALL LOCATIONS. THE WALL MANUFACTURER SHALL THEN PROVIDE A WALL DESIGN SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF VIRGINIA) THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION: - GEOGRID MANUFACTURER AND MODEL /SERIES - BACKFILL SOIL MATERIALS -SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE -TYPE AND SIZE OF ANY STONE DRAINAGE COLUMNS - LOCATION AND DETAILS FOR ANY UNDERDRAINS REQUIRED - TREATMENT FOR ANY SPECIAL STRUCTURES SUCH AS PIPE PENETRATIONS, SECURITY GRATES AND HANDRAILS - SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, ROADWAY TRAFFIC, GUARDRAILS AND SIDEWALKS FROM ABOVE -ANY PERTINENT CONSTRUCTION NOTES SEGMENTAL BLOCK RETAINING WALL DETAIL No Scale Cn D� U Ld D J J Li wQ _J 0 0 Q E oE E� I 1 N n J ^zo �.0 m V1 0 o N E o� m (nw \00 om o O J O Y _ J o _ = N (L E E oo E \ E N E \ 00 t� Ld > 0 0 _ 0 o f L1Cy F E E Q a " LE Y o O 00 N F- N E Nu Nu0 V E z cwn w o Of a_ 0 �L o �CO cE E co a a E_ o E E \M r,- tp cD N N E TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 o 0'0" IF IN LINE WYE -TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD 27 LL NO. DATE ISSUE 00000- 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l lnfrastructurel Technology 0 1 CPA TG W J. KO'TARSKI Lie. No. 04020 •8507 SEAL KEY PLAN Perldns ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C 1 .2 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 00 E �u z Q O 0 ^ ^ E g 0 E N D W CO E N U) " d 0 N u 00 N Q TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 o 0'0" IF IN LINE WYE -TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD 27 LL NO. DATE ISSUE 00000- 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l lnfrastructurel Technology 0 1 CPA TG W J. KO'TARSKI Lie. No. 04020 •8507 SEAL KEY PLAN Perldns ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C 1 .2 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 INV. OUT = 416.03' 36" RCP i i i i i i MHD (W /= 4'S TACK) \ TOP = 427.88' \ ` INV. SECT /ON 1 FLOOR = 423.66' 6 \ INV. 1N= 419.77' 12 "RCP , �' 516 �OP= 435.57' INV. BOT= 414.97' 36" RCP OBSERVED *NOTE: STRUCTURE BURIED 2' BELOW GRADE ice,' / / 5P INV. 1N =423.1 c INV. OUT =42 TMP 61Z -3 -101 to 206 \ N/F I i � V v BRANCHLANDS PROFESSIONAL CENTER / LLC DB. 1712, PG. 530 / i \ b \ / ,� ' / SD CURB INLET g ,/ TOP431.99' C / INV ®UT- 422,58 RCP I - , \ TMP 61 Z -3 -4 / ©�! /I G� 7•, (OUTLET NOT OUND) �G5 1�O 6 wH56, LLC 12 "RCPT\ I �Q I �55 QG 30 DB. 3540, PG. 710 \ it G 6 QG P 10' DRAINAGE ESMT. �', g / / /' \ \ I P 11 01, APPROXIMATE tkti / � �� `. I 0 DB. 1497, PG. 193 ' I v v \ , i' / �� i It ` f 1 HS 10" D C TOP= 432.71 ' I I / I �c ��� PARKING / /NV. 1N= 425.30' 6" PVC (EAST BLD LATERAL) TMP 61Z- -3-10A I 'I r. , / ' IRON F v �'rt' LOT STORE MASTER FUNDING IV LLB , / i \! i p�6•� O � \ \ � INV. 1N= 424.86 (SOUTH, APPARENT DB. 4395, PG. 221 ' I /I ' i' v gRKING I STUB -OUT, SIZE NOT DETERMINED) / � I IN OUT = 424.73' 8" PVC O \ % '� s,� a13 v v �`� PACE V. 5P IRON (F) ' �%� V A 6,r MHD TOP= 420.IY INV. 1N= 416.96' 12 "R&_' Rti ti / / i i , �G ' v A sz lb �f INV 1N= 413.11 ±36 "RCP (FR E) INV. OUT = 413.11'_ + /3 "RCP / ,/" , g5 i / i / /� C I I / °o, )4 "D C It GAS -LINE, 1 �HS / O,��i / .A2 / V i APPROX. I \ \ \ \6'd? I �cA TOPS 419.48 / 51 °,� / i �� / 'V (TYP) I v� I 'F INV. 1N= 409.86' 8" PVC SEE NOTE 3 14 I DEC INV. OUT = 469.73 8� P�C /' /,'� / i / / _ _ j� I / w v v v I JG L l� TS OF EX. � I GRAVEL AREA GR v v v v ,� �� � \ � \ � \ \ \ � \ \ � / RETAINING / G/ '0, ,428 I\ \ \ \ \ CONC. I WALLS (1' W) / \ _ / STEPS (GRAVEL PAD C; � ' ' - - - I I 1 \ 7 (4)� - '� / I I I I �' I I REMNANTS, �/' v v � y� � � � � / I I I v / I . THIS AREA) \ \ I I EG� \ \ / ® I I i /�/ // ON \ \ SD C�/f INLET O I iii i F I� />i i ,,; /� i �� `st2g\ / / / / / / �filCpN/ / � ���� COIV�• i O \ \ STEPS 3 If v / ( / ,' I ► � 1 D0 / / / / P A/ f1' K / V / 6 l Ql I / Y / TMV& � T� 4�q 83 yi G IROIYI (FT'42�CP ' � i � �2 , , , /, U APPROX. v T 1 Z - -SA / / / / / / O / G / \ \ / ROUTE OF 8„ / !i , i /,'' 1, / / I / / / �O / \ 2 \\ \ \ \ \\ \ / i /, / /, Al_f l LC, I / / / / / / / / � /;' QPQPG \ PVC PIPE % % (PHAyS( BRANCHLANDS / As�HAL T / / / / / W�) 1 ' 0 P ' 15 y / REII�NANTS / / v W60D �v v . v _ _ _ ET MENT V (ILLAGE) \\\, �V / c ,', / X541, PC. 67 / 1 I / 3 / \ v v , / ! i �(PG. 72, PLIAT l III / / / / / /o5�J �� �15' VEPC(v ESMT. TMP 61Z -8 -12 1 % \ v � � l I I DB. 855, P5. 275 A - v v ` v // / ' '� ' / ZONED; IUD 1 1 I / / / / /5p`� / v JAMES A. & \ \ � v A� �` � � v / v ' � � A / \ ROTHE C. SWEET / \ \ v V \ VA v A\ / i ' / '� / / l l I 1 1 I I I / /li' \ & CENTEL ESMT / \ v v v ` , , / l l I I l DB. 786, PG. 494 DB. 3986, PG. 58 \ cP\ v , s' �/ / �. ' / / I 1 / I 1 I '�' / , l III III A N APPROXIMATE // ,' l 1 /V A V LOCATION \ 20' SANITARY / \_ _ \\ / / i 1 / / / / / I I I I 1 \\ \ SD CURB INLET / / 8 PVC DRA /MAGE PIPE SEWER ESMT / 1 � TOP = 440.71 ' \ DB. 1559, PG. 404 V \ i �� / / / OBSERVED; / / \ v � � � / / � / / � l V. 1N= 435.53' 12 "RCP ROUTEPiIR DETERMINED / / \\ \ \ I v v, % / / / / III 1 /N UT= 435.53' 12" I INV. = 41'18.87' / / I / / ' J If 1 \ If �Q 6 05 Q OG\ ��t('I �' °6, \ ` �' / / 11 \ l / / / % / / / / I 1 I // (APPROX. LOCATION) P55 GQ �� \�. I sue, \\ \ \ \ �,- - I I I / / / , O I , MHD �G� g Q� I ► I / I l / / / / / / / / ^ / / / / /i' GROUND = 440.59' If / / / / / 0 RECORD DATA INDICATES / op 6• s �� v 1 I / I l / / � / � � � / /i STORM MANHOLE STR; 0 �2� I vI� v vv v� / / / // // / LOC N PER MAGNETIC 3 �v \ I ' \ 00 i / / l � / / l / l'/ SIGNAL, ELOWASPHALT 6�ti�0 �g9 4 " DEC I \ \ v \ / i If / ��Q �5' QG• \� \ \ I \\ \ I � I / / b / / i /i N * /I "� l l I / � APPROX. \ V / ,l /'' SD CUR INLETOCATIONOF 8" DEC s \ \\ \ \ / / l/ / / / / 1 / i 1 /// 73' EXISTING CURB If �92� \\ \ \ \ I I / / / / / / / ' /h INV. 1N= 430.23' 12 "RCP / �1A���� \ \ \� \ \\ \ \\ I / // / / 1 INV.OUT= 430.18'12 "RCP \ / 6�1 P�0(� If If If / v �,h �� o If (��F'�5 G• / A / \ vv v� v / / If If G 9q) z If 2Q / MHS - G� �2 TOP= 423.03' / I wIQQ� / I S \ IRON (N \ �_ /INV. C /L= 419.61' I \lam , FEN l /�ie'I '/ GONG \ (DISTUR�ED)/ \ , \� (SHAPING PRESENT, O I �i / /, �� I I / GA ` v / 'IN' ORIFICE CLOSED) \I I I � \ INV. OUT = 419.33' 8" PVC , \ 16 G „l l II ��i �/ I CURB & Co Q ( 13 �l , / SSW CUT X� ��. $ Q i, \ J IRON (F) \/ SD GRATED INLET \ � 0•� (2.5'x 2.5) TOP = 422.36' ��i' / INV. BOT= 420.10' G ' 0 II I OP SD CURB INLET TOP= 426.88' APPROX. GAS -LINE, INV. BOT.= 41788' DIRECTION APPROX. 12" RCP ENTERS, (TYP) 15" RCP EXITS i c� EXISTING CONDITIONS co 00 0 Q z SCALE V=20' 0 20' 40' INV. OUT = 416.03' 36" RCP i i i i i G),'\ MHD (W /= 4'S TA CK) \ _ , TOP - 427 88' \ INV. SECTION 1 FLOOR = 423.66' \ INV. 1N= 419.77' 12" RCP , �',' 36 / MHS ` INV. BOT= 414.97' 36" RCP OBSERVED TOP = 435.57 *NOTE: STRUCTURE BURIED 2' BELOW GRADE ,'��' / / 5P INV. 1N= 423.56' 8" PV c INV. OUT= 422.94' 8" TMP 61Z - -3 -101 to 206 \ N/F i \ BRANCHLANDS PROFESSIONAL CENTER LEGEND LLC DB. 1712, PG. 530 F771ASPHALT TO BE REMOVED TREES TO BE REMOVED �'� / ' `\ '� � \' / D CURB INLET g/ I \ �', �' ► \ \� l �' =43113' / REMOVE TREE I �� _ / �� z / \\ / �� l UT=422,a3' "RCP .0 X = ' /,' %' / \�i I GJ O T NOT OUND �'.5 16 TMP 61Z -3 -4 -V I 12" RCP / I ( ) WHSB, LLC / ! S� P V DB. 3540, PG. 710 10' DRAINAGE ESMT. 16� Q `' (APPROXIMATE) DB. 1497, PG. 193 ' i i' / �' ` ' ♦ 1 HS i i 1` 1 I y \ I i „� / / 7 i v i v 10 D C �� IIT(OP=432.71' TMP 61Z -3 -10A G INV. 1N= 425.30' 6" PVC (EAST,• BLD LATERAL) IRON (F) INV. v v O 1N= 424.86' (SOUTH, APPARENT STORE MASTER FUNDING IV LLj0 x , I I / ' � i / 6' DB. 4395, PG. 221 I / /i' , `p If , i l R N I STUB -OUT, SIZE NOT DETERMINED) °o i 30 l \\ ^ \ tSP C INV. OUT = 424.73' 8" PVC REMOVE CURBS VERIFY STUB OUT IS NO / RELOCATE LIGHT POLE MHD ' �� �' �' �' / 1' CONNECTED. �tEMOVE AND v / REMOVE SIDEWALK REMOVE EES ,rte ,' PATCH MANHOLE \ TOP =420.1 ,� / i INV. 1N= 416.96' 12" RCP' �� i ply �/'i i , / J' \ SAWCUT AN'R o INV 1N= 413.11 ± 36" RCP FR N ( �` E ) / � /,0"�3i � / / o REMOVE SIDEWALK IN I ' / \ V. OUT= 413.11' + " / 5 �'' i i �� I / 3 RCP / / 1503 /,ice /, �h. /, i JG I / AT NEAREST JOINT I GAS -LINE I k�HS REMgy:§)gc��B TOP - 419.4& (TYP) I i' INV. 1N-409.•86 8" Ply¢ �5i �i i , JG \ SEE NOTE 3 INV. OUT =x169.73 S� PVC Ab\ -ROX. X, ��'R.EIVIO�/E PURL I ���� LlfglTS OF EX G A,! - / REMOVE GRAVEL GRAVEL AREA JRE E PIPE INLE � i ' i _UG' \ REMOVE ALL , \ i ,428 , ODIFY R HAS 1 ' i 'v �i i G / GRAVEL WITH,CONST,RUC FS l °r rVv / / fi (GRAVEL PAD S REMNANTS S E D I MjzNT TRAP O r-,//- \ REMNANTS, \ \ ' '�\ R�_-�4OGE TPREES ITH THIS AREA) T ,' III /� / EG I J� CONTRACTOR TO COORDINATE THE i „zu;w I RELOCATION OF GAS LINE(APPROXIMATE 6....,. I LOCATION) j A \ i , ' MpVEXS7ALT \ T� I \ CONTR�� ' i 8' TELEPHOL t �. TMP 61Z - -8 -12 \ \ \ ► \ \ , JAMES A. & \ \ ROTHE C. SWEET \ \ DB. 3986, PC \ \ REMOVE PIPE \ \ BEFORE INSTALLING SEDIMENT TRAP \ \ \ - \ =v &AM I AR v \ SEWER ESMT. \ DB. 1559, PG. 404 \ Q 6�1- Qq:oPP�Fz (5 G1�� / \\ \ REMOVE WOOD FENCE f I I BRANCHLANDS / AS�HAL T ENT VILLAGE) / REII�NANTS _3541, PCB. 67 / f' ' G. 72, PLIAT) l / / ZONED; j6UD / REMOVE GRAVEL /' / � / I _ B" PVC DRALLYAGE PLPEI / / I OBSERVED;• REMOVE INLET / ' ROUTEAIOT DETERMINED / If , INV. = 4118.87' REMOVE PVC PIPE / I / If I. CO�1 0� 4 "DEC / 8 „DEC \\ \ \ If v\It \ MElNT TO BE / �� �/ACATED v� \, \Q P 100, / \5 PVC aJ AND STAIRS C ° 'F 4 "IDEC BREAK AND RETAINING i WALLS (I'M / SAWCUT j CURBAND SIDEWALK SAWCUT ASPHALT IVI/'11Vf1VLC (APPHUX. LOCATION) MHD GROUND = 440.59' RECORD DATA INDICATES STORM MANHOLE STR; ! N PER MAGNETIC N L, BEL OW ASPHAL T REMOVE PIPE 1R r73 APPROX. LOCATION OF ET EXISTING CURB INV. 1N= 430.23' 12" RCP INV. OUT=430. 18'12" RCP SAWCUT ASPHALT-----, G � V / � V N95 / ` I // 1 1 , / 1 1 v\ V v N� �Q 6�F\ QG. / \ \ I I 1 / / / /\ \ \ RELOCATE SIGNS / MHS I I l I i? I\ v G� 12 TOP = 423.03' \ I / I 1 / , ��' I / 'cr / \ IRON (N ) /\ - Q�G INV. C/L= 419.61' Y \l +l / ENF l (DISTUR�ED \ Y (SHAPING PRESENT, � / � � �� I / G SAWC'UT AND-\- y / 'IN' ORIFICE CLOSED) I I / /i %� l REMOVE � v INV. OUT = 419.33' 8" PVC \ ' I \ N \ \ \ / y II // / �� ► I AWCUT ANC��� SIDE �i�k�Al� REMOVE CURB ��`3�P� l y j ''BREAK AND / �Q 6� REMOVE PIPE QC, v IRON (F) SD GRATED INLET \ 1001 (2.5'x2.5) TOP = 422.36' C INV. BOT= 420.10 G �� \� PO II ' \ l i APPROX. DIRECTION SD CURB INLET \G GAS -LINE, TOP = 426.88' APPROX. INV. BOT.= 417.88' (TYP) 12" RCP ENTERS, 15" RCP EXITS 4 DEMOLTION PLAN to co 0 z SCALE V=20' 0 20' 40' NO. DATE ISSUE 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology D Q CRAIG W. J. KO'TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perldns Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SCALE: AS NOTED C2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 i 0 i SD CURB INLET \G GAS -LINE, TOP = 426.88' APPROX. INV. BOT.= 417.88' (TYP) 12" RCP ENTERS, 15" RCP EXITS 4 DEMOLTION PLAN to co 0 z SCALE V=20' 0 20' 40' NO. DATE ISSUE 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology D Q CRAIG W. J. KO'TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perldns Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SCALE: AS NOTED C2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INVOLVES THE CONSTRUCTION OF AN ASSISTED LIVING FACILITY AND ASSOCIATED SITE WORK. LIMITS OF CLEARING AND GRADING ARE 1.29 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY AND ADJOINING PROPERITE3S OWNED BY THE SAME OWNER. THE PROPERTY IS BOUNDED BY BRANCHLANDS DRIVE TO THE SOUTH, ANOTHER BRANCHLANDS FACILITY TO THE EAST, COMMERCIAL TO THE NORTH AND RESIDENTIAL TO THE WEST. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A VACANT LOT WITH GRASS, GRAVEL AND HARDSCAPE AREAS. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS MANAGED STEEP SLOPES EXIST ON SITE. INSTALL SEDIMENT TRAP BEFORE DISTURBING STEEP SLOPES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGH A BIOFILTER AND THE PURCHASE OF OFFSITE CREDITS. CHANNEL AND FLOOD PROTECTION REQUIREMENTS ARE BEING SATISFIED THROUGH AN UNDERGROUND DETENTION SYSTEM. STORMWATER RUNOFF CONSIDERATIONS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT 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 "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32 -D OF THE 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. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.2) 1. A PRE - CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E &S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL SILT FENCE BELOW SEDIMENT TRAP AND AREAS TO BE FILLED. INSTALL CONSTRUCTION ENTRANCE. 3. MODIFY EX. INLET STRUCTURE THAT SEDIMENT TRAP WILL OUTLET TO. INSTALL SEDIMENT TRAP. 4. GRADE FILL AREAS SHOWN IN PHASE 1 AND INSTALL DIVERSION DIKES. 5. INSTALL REMAINING SILT FENCE, TREE PROTECTION AND DIVERSION DIKES. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 7. ROUGH GRADE PROJECT AREA. 8. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.2) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SILT /SEDIMENT. IF PRESENT, SILT /SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E &S INSPECTOR. 4. ONCE THE DRAINAGE AREA TO THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT TRAP, INLET AND PIPE (PIPE MAY BE FILLED WITH FLOWABLE FILL). 5. IN ALL AREAS WHERE SEDIMENT TRAP FOOTPRINT OVERLAPS BIORETENTION FOOTPRINT EXCAVATE AND REMOVE SOIL TO AN ELEVATION OF 421.00 BEFORE INSTALLING BIORETENTION. 6. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. TREE PROTECTION, SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMENT TRAPS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 7. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E &S INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES /IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17, TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -2078) TABLE 3.31 -13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS MINIMUM STANDARDS: "QUICK REFERENCE FOR ALL REGIONS" AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH PLANTING DATES SPECIES RATE (LBS. /ACRE) THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS SEPT. 1 - FEB. 15 AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS FEB. 16 - APR. 30 AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A MA GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO T TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX -MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. p C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND - DISTURBING ACTIVITIES. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20 -24. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND - DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT /ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND - DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI- FLORUM) & 50 -100 CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS 60 -100 (LOLIUM MULTI- FLORUM) Y 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) O 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32 -D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175 -200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% IMPROVED PERENNIAL RYEGRASS 0 -5% KENTUCKY BLUEGRASS 0 -5% GENERAL SLOPE (3:1 OR LESS) 70' MIN. 51 EXISTING A 3' PAVEMENT t�i' LTER A MOUNTABLE BERM CLOTH (OPTIONAL) RUNOFF WATER WIRE MESH / DRAINAGE TO ' MUST EXTEND FULL WIDTH OF FILTERED WATER SEDIMENT INGRESS AND EGRESS OPERATION o a a e 0.1111 . IT - e e o � III I� n o d O d a o _ SEDIMENT- 11111 I a "� CONCRETE / _ . GUTTER i - CURB INLET 12" " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT OCURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CE IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. O STORMWATER INLET PROTECTION No Scale KENTUCKY 31 FESCUE 128 LBS. FRAME WOOD SILT FENCE DROP INLET PROTECTION GROPE INLET WITH RED TOP GRASS ^ ^ ^^ ^2 18" MIN. TRAPPING DEVICE 'G 1V11V. 3" MIN. =iTi - - 3" MIN. FILTER CLOTH SECTION A -A 6-7" REINFORCED CONCRETE DRAIN SPACE STONE CONSTRUCTION ENTRANCE No Scale COMPACTED SOIL FLOW EXISTING PAVEMENT 3.02 3.09 !lV V V V 1 I V 1 1 1 1 11 \V V V 1 1 V V I V ✓LI \ ............................... rll V I V V/-lL 1\ I L. 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE FAB NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE iCA]9�JM II ALONG THE LINE OF STAKES. SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF _ , MIN. 6' 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 DETAIL A /Jfill MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FLOW �4" ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENTATION III III SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES. SPECIFIC APPLICATION 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3.07 -1 O 3.32 CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION - I FLC No Scale No Scale III Table 16: Sediment Trap design (spec 3.13) Sediment Trap design 70' MIN. drainage area (acres) ( <3) 61.0 0.91 trap volumes: 423.7 elevation (ft) area (sf) volume(cy) 422 859 WASHRAICK 423 1139 37.0 424 1203 43.4 425 1385 47.9 426 1573 16'x52' wet storage: wet storage required (cy) (67 *DA) bottom of stone weir (ft) wet storage provided at this elevation (cy) slope of wet storage sides 1:1 dry storage: dry storage required (cy) (67 *DA) crest of stone weir dry storage provided at this elevation (cy) slope of dry storage sides 1:1 ST SEDIMENT TRAP No Scale 1 -1 VARIABLE ORIG IIJAL CREST OF STONE WEIR •IARIABLE• GROUND ELEV, DRY STORAGE N TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA NOTES APPROXIMATELY 200 STAPLES ANCHOR REQUIRED PER 100 SQ. YDS. SLOT OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & POINTS A SHOULD BE HIGHER THAN POINT B. CHECK SLOTS TO BE BURIED 6" TO 12 ". SF DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 12" MAX. 4:1 OR FLATTER 6" JUNCTION MAX. STEEPER THAN 4:1 SILT FENCE (W /O WIRE SUPPORT) SLOT EDGE AND END JOINTS TO BE SNUGLY ABUTTED I I I I I I I I I I No Scale CHECK SLOT I (JUTE MESH WILL HAVE I I I I TERMINAL FOLD STAPLED LAP JOINT IN EDGE JOINT LIEU OF I 5f,0N`r LAP JOINT 2" MIN. I I I I I I I CONSTIRUti,TI01^4 TAMP FIRMLY (JUTE MESH ONLY) I I I A ( „° ' 3" M -2A ASPHALT 7OT ANCHOR SLOT 5' MAX. 4:1 OR I I I f CO R`�L FLATTER 3' MAX. 2% �j; 2% STEEPER THAN 4:1 0 I I I I I I I I I N I I I I s I I I I I �_ I I I I I I I I I I I I I I I I I I I I I (PERSPECTIVE VIEW) CHECK SLOT 1 " TO TAM F AMLY CHECK SLOT z � 4i rn r-- VAR.�TfVAR. --I 2„ 0 0 N - 19 CHECK SLOTS AT MIN. STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C -C INTERVALS; 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL 6" STAPLE MIN. LENGTH FOR OTHER SOIL. COMBINATION BLANKETS TES RMINAL FOLD SOIL STABILIZATION BLANKET EC - 2 FNOScale TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) SHALLOW SLOPE " ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE TOP = BERM '' O� W OF THE SLOPE, BRING THE MATERIAL =_ L - - - OVER THE BERM AND ANCHOR IT �T- m -THr -m iu -T STEEP - _ -� j 1 1T „ BEHIND THE BERM. �- = SLOPE ON STEEP SLOPES, APPLY PROTECTIVE E - COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE 4 INSTALLATION. TURN THE END FLOW UNDER 4" AND STAPLE AT 12" 2 DITCH INTERVALS. I.G VARIABLE* Ul IN DITCHES, APPLY PROTECTIVE COVERING - Dui -" -1 _ PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN WET STORAGE THE CENTER OF THE DITCH IF AT ALL POSSIBLE. � a (EXCAVATED) FILTER CLOTH ORIGINAL BM GROUND ELEV CiiD SOIL STABILIZATION BLANKET (EC - 2 No Scale '--6" M'!N. 21,A AGGREGATE' BASE PROFILE 3.05 -2 E XI` -IINC PAVT4fFNT 70' MIN. 61.0 -SEE PLATE 3.13 -1 COARSE AGGREGAT CLASS I RIPRAP E 423.7 ASPI °1AI r PAVE-0 63.0 "coarse aggregate shall be V DOT #3, #357 of #5 WASHRAICK W"XIM-, weir length (ft) (6x DA) 15.0 v bottom of trap elevation (ft) 422 EXISTING j 61.0 bottom trap dimensions: 16'x52' PAVF MENT-j 425.0 top of dam elevation (ft) 426 61.0 top width of dam (ft) 2 of ar; top trap dimensions 18'x76' 3.13 SOIL STABILIZATION BLANKET (EC - 2 No Scale '--6" M'!N. 21,A AGGREGATE' BASE PROFILE 3.05 -2 E XI` -IINC PAVT4fFNT SECTION A-A A. iiiiiliiwiii watef tali of 1 Rich iiltist be uistafted with a iilliiliiituTi 1 iiich haffcock shutoff valve suphlyfag a wash hose with a diaiiietef of 1, 5 iiiohes for adecltiate coixstaiit presslwe, Wash watef tintst be carried away fi,oiii the eiitraiice to ati approved settliti: area to fetiiove sediiiieiit. AR seduneiit shalt be prevetited fi•oiii eiiteimig storlli draiiis, ditches oi• watei,coiti';ses. PAVED ALSH RACK NO SCALE CE PAVED CONSTRUCTION ENTRANCE No Scale yr: ;::• tom::- •, �'t.�;� �� - .;�;,,, CD 3.20 ROCK CHECK DAM No Scale NO. DATE ISSUE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARL017ESVILLE,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development I esidentiall lnfrastructurel Technology 4 Q CRAXG W T. IOTA RSKI Lice No. 0402048507 v�� SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL NOTES & DETAILS SCALE: AS NOTED C3.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 70' MIN. 4E CONSTROCilk ?P ASPI °1AI r PAVE-0 ACCESS ... � WASHRAICK W"XIM-, v EXISTING j 2% 2 %., PAVF MENT-j C 2% 2' MiIV,* of ar; *MU EXf' N it ) T F + FULL - Pt 11 VE DRAiNAG[ -, OF INGRESS AND' EGRESS TO SEDIVE.NT OPERATIO`d PRAPPINIG DI VICE PLAN ORAINA(AF ,TO SEDIMENT '.. IIRAPi 'INt ;r,. E �. _ SECTION A-A A. iiiiiliiwiii watef tali of 1 Rich iiltist be uistafted with a iilliiliiituTi 1 iiich haffcock shutoff valve suphlyfag a wash hose with a diaiiietef of 1, 5 iiiohes for adecltiate coixstaiit presslwe, Wash watef tintst be carried away fi,oiii the eiitraiice to ati approved settliti: area to fetiiove sediiiieiit. AR seduneiit shalt be prevetited fi•oiii eiiteimig storlli draiiis, ditches oi• watei,coiti';ses. PAVED ALSH RACK NO SCALE CE PAVED CONSTRUCTION ENTRANCE No Scale yr: ;::• tom::- •, �'t.�;� �� - .;�;,,, CD 3.20 ROCK CHECK DAM No Scale NO. DATE ISSUE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARL017ESVILLE,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development I esidentiall lnfrastructurel Technology 4 Q CRAXG W T. IOTA RSKI Lice No. 0402048507 v�� SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL NOTES & DETAILS SCALE: AS NOTED C3.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / / / / / / / / /Z c MHD (W 1 = 4'STACK) TOP = 42788 \ INV. SECTION 1 FLOOR = 423.66' \ INV. 1N= 419.77' 12" RCP T=414.97'36" RCP OBSERVED TE: STRUCTUREBURI LOW GRADE / SD CURS INLET / IN LIT=422, S'S' ff PCP / „ (OU T NOT OUND) 5k.5�\1`0 6 / 12 RCP �Q I ' S G' 30 / / 10' DRAINAGE ESMT. /✓ ��� / , /� ' PG N 6 1 Q _ ► / ti o / �� I 1 (APPROXIMATE) � �� 9 Q�p', ,v1� �♦ DB. 1497, PG. 193 I v / SF �� / / ^� / v A SIP, / , / DD / G �� � SF 01 / rn o, 5 \ SOIL TYPE: /'�GP // /IRON( G aQ DD MHD ,' // 77 TOP =420.1 INV. 1N= 416.96' 12 "RCPT / �� ti' ,, / �� `� �a A '' L ITS O/F ' i / a f INV /N= 413.11 ± 36" RCP (FRP3 W-NE) i ; , D D o \ k oa CLEA NG / \ INV. OUT = 413.11 ±13 RCP � 5 �; i / / �� I � I / o, �4 "DEC / Pe1(I D G AIDING/ 1.2 CRIES �// / , �� / \ G _ N TS TOP OF DAM 053` P' 426.00 2' WIDE /i / ��Ix /� / G� ) -/ ST E NOTE 3 �I REMOVE INLET TOP �is ,mil /l I Ll � � FEX. � OIL TYPE: �,D�3 -CUT STRUCTURE l / ;\ i SOIL_TYPE ,DOWN TO 423.5 / J/ / / � ti G V L AREA v 34D "o, ,D.LV+DE (TYPE v v vv v \�. A / / CONC RSIAINING / ADD TRASH R SF', , /,0 \ \ ' _428 \ \ \ waL�Ls(1'w)/ / /VA ' / / O� V /" ' � ' A � �- � / STEPS DRAINAGE AIL \ V — (4) / / - / IIQNAN I SEDIMENT TRA'�r- � . ) -� 91 ACERS THIS A ,� v ��i / TTP SEDII�IEpYf, / / IS I // ' / � / A / TF�AP (/1 FY) / F v v S /NLET I� �, / / / / �, , ��9 / / / l / filCpN/ / / con+. °I, / \ -L \, ,,., 0� , , / / 'S R&YNJ HO / / I STEPS (3) i `^CT- 4,.83` AhZK PQnjLY� , I. \ DC / / / / / / / / ; _ _ IRON (F) R P v DC / ' REMOVE PIPE A s CD ` vv v v �� I APPROX. INLET WITH REM VAL I UG\ / D�/ OF SEDIMENT TRAP � \ \\ ' ROUTE OF 8" d' / I ,qL4 LC / j G PVC PIPE ' PHA / BRANCIHLA)VDS I ASAALT / / / / / / / / 61 I �J Q \ DC I e 5eP \ / /� REIIdNANTS / S F oD v vv� " v - - -� �' , �7rET �VIENT VIE( GE) / / �E\ DD r ' / / // N G. 72, ,,e,AT) l / I / / / / / /05 1 , /� �' 15' VEPCO ESMT. ZONEDf l'UD l / I / / I / / / / ;� \ DB. 855, P6. 275 I P // � O & CENTEL ESMT. \ \ \ Q � \\ / / , ' / / / / % I / /III I l I / / /� \ DB. 786, PG. 494 REMOVE PIPE �c CD as �� ` �� / / ,' , / / , / / ' / I / I l / 11 I \ 9, / N gWOXIMATE \ BEFORE INSTALLING \ \\ ! �; , / / l I I I \ LO ATION SEDIMENT TRAP 20' SANITARY \\ \ _ _��\ , , / ' / / / / ! °PVC D1�Al AGE PIPET TS / I l l I I I I I I \\� ♦ \ SD CUFF INLET SEWER ESMT. / \ N I I ► 1 1 1 1 TOP440.71 ' DB. 1559, PG. 404 / \ \ / / / ,' OBSERVED / / / / 1 I I I I I \ \ l V.�1N= 435.53' 12" RCP // -DETERMINED / / I UT= 435.53' 12" .= 4�18.8T / � / / / � I \ / / / SOIL TYPE: f / I / �' I / �o� \ \, (APPROX. A TION) MHD GROUND = 440.59' RECORD DATA INDICATES / r'>7 co / / /,' TO NHOLE STR, \ s� \I \I\ \ \ DD // LO C PER MAGNETIC / ,, \ \ \ ` SIGNAL, LOWASPHALT 4" DEC \ \\ \ II I / // // / / /// / / DC TS b ,!� // i /�� /� \ APPROX. l /I l /i LOCATION OF / 8" DEC \\ \ \ / DC / / / / / II �'/ SD CUR LETEXISTING CURB 'oe � \ \\ �\ l / // // POP 111111 0.23' 12 "RCP INV. OUT= 430.18' 12" RCP TS\ SF I / w RON(N \ _� FI E / / / /�� I ' lN� V (DISTUR,3ED)/ \ v �/ I // / / / �v s,/ /4, / a � CURB & IRON (F) \ �/ SD GRATED INLET- �✓/ C \ (25'x2.5) A0 TOP = 422.36' /�'' / G st�o �JQ1 coe�_ x \ INV. BOT =420.10 ti0 � \T�,G��oPQGti be O SD CURB INLET \PPROX I P GAS -LINE, TOP = 426.88' DIRECTION APPROX. INV. BOT.= 417.88' ' (TYP) 12" RCP ENTERS, 15" EXITS I I B SOILS INFORMATION: M 00 0 Q z SCALE 1 " =20' 0 20' 40' 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THANK 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 34D - GLENELG LOAM, 7 TO 15 PERCENT SLOPES. MORE THANK 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 77 - RIVERVIEW CHEWACLA COMPLEX. MORE THANK 80 INCHES PHASE I TO RESTRICTIVE FEATURES, WELL DRAINED / / / \ �' IP / / / / i Q� 10' DRAINAGE ESMT. (APPROXIMA TE) / ! i v v , ��� / bti ��� 07 I I ti >v1 V1 DB. 1497, PG. 193 '� / /' �' ' I' ♦ I 0 ARKING M N( / v LOT \ q PAC 05 ' C� ,1,3 � 5P� EXCAVATE AND REMOVE SOIL TO AN ELEVATION OF 421.00 IN ALL AREAS _ _ // / , \ r WHERE SEDIMENT TRAP FOOTPRINT OVERLAPS BIORETENTION FOOTPRINT BEFORE INSTALLING ' �' / ���' , 0 1 ONN BIORETE T°IO.N SITS 4 MU ' �o IP ♦ �-� CLEAP ,,ONG PS / A6D G ADING 1.2 CRES. , P? t, ,, m0 IP ° / , ° \ _ N \ \ RETAINING / SF /, ,428 I \I A \ WALLS (11 W)/ / / PS / F / TMP �1Z- -� -5A' (WIAL4 /LL C v �, v - _ ; ' / / '(PHAy� 2B, BI?ANCItILANDS / I / / / / / / A v v - - " ' /,� ' ; RETIREMENT VILLAGE) / I I / / / / / / // / / �� V I v PC /D:� 354 B 1, . 67 !(PG. 72, PLIAT) l l �I I / / / / / / \ -m ESMT. 'UD l �• / l / / / „ f I l l /3, P�. 275 ZONED ` / ' ' / / / / / / ♦ .III / ° � O\ TEL ESMT. 444 86, PG. 494 MU ROXIMATE TION 40 \ 20' SANITARY / `' ' SEWER ESMT \`� v, v M IP DB. 1559, PG. 404 \\, PS / \� ��,° �` \ / I I \\ / ♦ X442 �� \ / Qs �A v� \ 1 I / / V 4P \\ �� \ / / / "DECf y�v �� ������v v \ vv l I �' l l / X \ I MU 8" DEC \ \yv�'vA -� / // / PS / IP PS \ \ MU G) (DISTUR \BED)/ \ i � / v IRON (F) �' v EROSION CONTROL LEGEND / * LIMITS OF CLEARING AND GRADING - G DRAINAGE DIVIDE - SOIL AREA DIVIDE - CE CONSTRUCTION ENTRANCE 3.02 I Q Q \ SF X SILT FENCE 3.05 IP — GAS -LINE, IP INLET PROTECTION 3.07 APPROX. (TYP) DD DIVERSION DIKE 3.09 ST SEDIMENT TRAP 3.13 CD ROCK CHECK DAMS 3.20 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 co OD MU SOIL STABILIZATION BLANKET 3.36 0 Q z DC DUST CONTROL 3.39 SCALE 1"=20' * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER PHASE 1 0 20' 40' NO. DATE ISSUE 0000 � 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology S�, 1A CRMGW J. I_O*MSK1 Lic. No. 0402048507 � f�e �aoNAL' SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EROSION & SEDIMENT CONTROL PLAN SCALE: 1 " = 20' C3.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 \ �c / / / / / / TOP = 435.57' INV. 1N= 423.56' 8" PI INV. OUT = 422.94' 8" / / �0' ARD (TYP) 10'X12' D PSTER AREA /1 /W /ENCLOSURE y�., HS /TOP= 432.79' INV. IN= 425.30' 6" PVC (EAST,- BLD LATERAL) RON INV. IN= 424.86' (SOUTH, APPARENT STUB -OUT, SIZE NOT DETERMINED) w 6, / R,KINO INV. OUT = 424.73' 8" PVC 3 MANHOLE TO BE LOWERED TO MATCH PROPOSED GRADE / N / / / / PQ, ON F) LOADING AREA 10 Ej op MHS SCREENING v TOP = 499.48' FENC INV. IN= 409.86' 8" PVC INV. OUT = 409.73' 8" PVC /' /' �N��O `B ` / — — / 4 B CLEANOUT (TYP) ,/ RAP / =�, g GREASE T / \\ / / ♦ ,O SEE tIo Wi�l11.I WO TRANSFORMER GENERATOR 2" WATER METER FLUSH CURB TRANSITION TO CG -2 OVER 6' \ \ ZONED: PUD / \ FOUNTAIN \\ Z o'. \ \ RETAINING WALL / \\ WITH PEDESTRIAN 21.23' \ GUARDRAIL / EMERGENCY VEHICLE TURNAROUND AREA 8) 7" RI ERS // �\ / ��/ ♦ _° PLUMBING �✓ / IM O PLAN FOR DETAIL RISERS RETAINING zx ,� = f ` ' CANOPY (F) TIE TO EX. J� DECK AND PERGOLA SIDEWALK AT / NEAREST / / TMP 6 9Z - -3 -5A / \ `G) �� WIAL, LLC (PHASE 2B, BRANCHLANDS RETIREMENT VILLAGE) 24.11' \ \ DB. 354 9, PG. 67 / \ \ (PG. 72, PLAT) tIo Wi�l11.I WO TRANSFORMER GENERATOR 2" WATER METER FLUSH CURB TRANSITION TO CG -2 OVER 6' \ \ ZONED: PUD / \ FOUNTAIN \\ Z o'. \ \ RETAINING WALL / \\ WITH PEDESTRIAN 21.23' \ GUARDRAIL / EMERGENCY VEHICLE TURNAROUND AREA 8) 7" RI ERS (2) 45° BENDS � I (2) 45° BENDS R2.5' (TYP) R5' (2) 45-/BENDS o / / ,AS 2" DOMESTIC LINE / g, 18' / 5 / \ 24.8' \ / MHS /TOP = 423.03, V / / / / � P�`' 2 (DI TURBED) _ INV. C /L= 499.69 \ S \S7 CG / (SHAPING PRESENT, / IN ORIFICE CLOSED) GpN / VN \ INV. OUT =4 99.33' 8" PVC = CURB & / SW CUT / IR (FIE TO EXISTING CU AND SIDEWALK V SOP Q0. �G N i �Q•w�Pg.�6 3 i / LAYOUT & UTILITIES 6" FIRE LINE TIE TO EX TIE TO EXISTING CURB (2) 22.5° BENDS TIE TO EXISTING MAIN WITH TAPPING SLEEVE AND VALVE M 00 Q z SCALE 1"=20' 0 20' 40' / / / / / / / I i Q \ /k" 100- O ° F A0 D "�TORMTEC SYSTC/ I, M MH - WITH W R PLATE 106 1 0/ 7 /i \ I 30 — \ A \ ♦ / 1 BOTTOkI OF 10 BIORETENTION / / , `-0 42750' I \ tor �p I I I P v� ° I ' I I / l ' I In / ♦ \ , / / ' / FINISHED FLOOR t ° , IRON \ \\ ♦ / /' /' /FIRST FLOOR = 444.50 �/ (F) A ��p�i I\ / "/ /GROUND FLOOR = 430.50�s 1RO1y (F) TMP 6Z-,4-5A �h l0 210 \ / V �� v / ' �VVIIA LLC / / '(PHA)S 2B, BRANCHLANDS i1�ET REPENT VILLLAGE) �' /DQ�3549, PG. 67 / �. /(PG. 72, PLIAT) �� �/ ZONED;lSUD \ cP c�j V V ��/ , / / / �/ / // / / / / I I \ 44 209 \ �U / I 4�3 '0 I / 218 / I� '` �I /' ' �� / ♦ / / 211 17 4 2 � 6" HDPE (TYP) ' 16 20 208 /20 2 5 4 / (1)49' -60 "CMP STORAGE PIPE 213 VI 4 STEEL PLATE WEIR WALL \ I — IRON (� \ (DISTUR,3ED) 20 ° v y 200 203 \N/ \ Q61 J� 202 / v / IRON (F) G vv'0 01 ti AN SOP �0 ti \ I I ,3 i c� GRADING & DRAINAGE M CD Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidentiall lnfrastructurel Technology ` t ( )� CRAIGVI. J. KO'TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perkins Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE PLAN SCALE: 1 " =20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 _I (8) 7„ / RISERS RETAINING WALLS (VIN) I / TIE TO EX. SIDEWALK AT NEAREST / JOINT 'I -1�L (2) 45° BENDS � I (2) 45° BENDS R2.5' (TYP) R5' (2) 45-/BENDS o / / ,AS 2" DOMESTIC LINE / g, 18' / 5 / \ 24.8' \ / MHS /TOP = 423.03, V / / / / � P�`' 2 (DI TURBED) _ INV. C /L= 499.69 \ S \S7 CG / (SHAPING PRESENT, / IN ORIFICE CLOSED) GpN / VN \ INV. OUT =4 99.33' 8" PVC = CURB & / SW CUT / IR (FIE TO EXISTING CU AND SIDEWALK V SOP Q0. �G N i �Q•w�Pg.�6 3 i / LAYOUT & UTILITIES 6" FIRE LINE TIE TO EX TIE TO EXISTING CURB (2) 22.5° BENDS TIE TO EXISTING MAIN WITH TAPPING SLEEVE AND VALVE M 00 Q z SCALE 1"=20' 0 20' 40' / / / / / / / I i Q \ /k" 100- O ° F A0 D "�TORMTEC SYSTC/ I, M MH - WITH W R PLATE 106 1 0/ 7 /i \ I 30 — \ A \ ♦ / 1 BOTTOkI OF 10 BIORETENTION / / , `-0 42750' I \ tor �p I I I P v� ° I ' I I / l ' I In / ♦ \ , / / ' / FINISHED FLOOR t ° , IRON \ \\ ♦ / /' /' /FIRST FLOOR = 444.50 �/ (F) A ��p�i I\ / "/ /GROUND FLOOR = 430.50�s 1RO1y (F) TMP 6Z-,4-5A �h l0 210 \ / V �� v / ' �VVIIA LLC / / '(PHA)S 2B, BRANCHLANDS i1�ET REPENT VILLLAGE) �' /DQ�3549, PG. 67 / �. /(PG. 72, PLIAT) �� �/ ZONED;lSUD \ cP c�j V V ��/ , / / / �/ / // / / / / I I \ 44 209 \ �U / I 4�3 '0 I / 218 / I� '` �I /' ' �� / ♦ / / 211 17 4 2 � 6" HDPE (TYP) ' 16 20 208 /20 2 5 4 / (1)49' -60 "CMP STORAGE PIPE 213 VI 4 STEEL PLATE WEIR WALL \ I — IRON (� \ (DISTUR,3ED) 20 ° v y 200 203 \N/ \ Q61 J� 202 / v / IRON (F) G vv'0 01 ti AN SOP �0 ti \ I I ,3 i c� GRADING & DRAINAGE M CD Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidentiall lnfrastructurel Technology ` t ( )� CRAIGVI. J. KO'TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perkins Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE PLAN SCALE: 1 " =20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / / / / / / 41/ 2.00 c�P . TCi43 85 � I 10° f M v / / '% 430 � S� 5 c 426 $ , cpo Y 1 ' 4 02 \\ 431.43 / 430.20 / /\ 430.20 \ \ 426. ;�W' % / \ v'j 431.15 429.58 / F) ' 11 \ \ EX. TC T 49192 \ \ 433.50 / I //.73 430.15 I U \ 429.50TW \,424.20 1y B' //i /x' ,' v v� 5\ 431` (; /��' TC 4 .00 I s / --- 430.24 / ^'�,, 1 4� 438. 1 I ° „DEC / �pS IVV / .' /-�� �// 9oK0.20 / , \ \ 434.48TW 42 / / TC 430.40 �,3 430 b0' \ 3443 BW 430.C. 430.5 �/ - 11 I \ W / / / ,429 Oy J o 430.15 430.. 430.20 ��' , 428 I 432.65 Bw 430 ii 430.56,/// / 4 466.50 e 430.2? 2 /3.29 I \ 1 43 // /% v 4 4 3 , 9. l 0 4 .430 v I 4,Q .15 J /Z /'�% /FINJSHED FLOOR �/ , / / / 4 .3 9.33,, \ ' 0 I 430.50 , / / /� / EX. TC / / '� 444.00 FIRST FLOOR = 444.50 ON 30 4 � I 430.50 T�C i44J/ 3\./ 90 GROUND FLOOR 0.50 430."4 TC 444.45 4 3 IRO NF 4 OOBW 7; TIVIP�IZ - - -SA A 430.50 A , / / / / WIAL, LLC/ \ _ _ (PHA 2B, 2B, BRANCKANDS / 3 5o BW v v _ RET FREyENT VILILAGE) /� �' /DQj3541, PC. 67 / I ' I / / / / /, I TC 444.45 (PG. 72, PLAT) 444.50 I / /� FLUSH ZONED; ,6UD I 414/b by / / / « / 444.40 '� \ TC �44.60 4 4$0.40 TW 7.jWB,Ai' 444/50 e 0.50 VAS e� V c9 43- /� i / / / 4.0 TC 04! f A� 444.50 1 TC 443.65 444 4 .32 3 - 444.42TW / 443.70 I /443; 25BW 444.50 /439.30/ W 44 10 Z \ \ 4130. 0 I 442.T542_ EX. TC / , - APPROX. 430 20 TW / p / 442.50 42600 BW 4 / f 444.30TW /' / TC / 442105 / 441.65 BW / / / - -44 441.50 a 430.50 1' / i / \ \ 430.38 TW / \ 428.10 BW 1 441.56 / 1 \\ I 430.50 T 3 .83 I 30.4 430.50 r 9.68 \TC 439.50 (• l /� / \ _ IRON (N \ i (DISTUR 3ED)/ \ - / I � v A \ \Jll/ l l� s• /- �/ 432.41\ rte✓ // C�� \432.31/ v� IRON (F)�" I I ` NN� o c� M 00 Q z GRADING SPOT SHOTS c� SCALE 1"=20' 0 20' 40' O/ / / / / / / f / in M NU MM I / i Im � t� i i // 100' OF AD ' 101, ®® f i ,I "STORMTEC " {'?` � I ® ®, / / I �� i �✓ N (F \ 1 , SY�TvM / 22 0.78 / MH -1 WITH ��/ / / 06, �/ A° v W R PLATE / / /� /' � // / %� /// ���/ / � � ♦ 107 V A � � I 12 i' 1Z 3V7 �0 10 / 4274 , 3.5 f, I 'Q1 vk / \ / 104 , , - -I \ _ / I \ 102 \ � /�,% ,4 2^ 1 1 ` \� 0.9 \ «�� /�� ♦ ♦� - 0.27 I I / /�� ♦ ♦ i ',' FINIS D A(P)I // \ \• ,\ ,� +�` / ST FLOOR= 44.50, 4 g2 \ \} ` «��' \ �+ ♦ I /� /''' RO FLOOR 430.50 s �,' / / / , //� �/ , �• Iii /'/ v v 0.07 0.90 ♦� / � / ♦♦ 10.0 2 0.72 IRO1y (F) \ RD5 5A 210 ♦ ♦♦ , % / a2 T1�r 212 �♦ /'R`� , /� /' / /Il , , , \\ LL V `� _ 1 ♦ v y v - ♦ - (PHA 26, BRA NCI ♦ ♦♦ , / / / / / ' J'� " / .� v �I \ ♦; \ �� -/° / ' /♦ F E� RE ENT W&LAGE) / �� ♦ I / / /,�' /� ♦ I \ \v�I V A V A v v , I ✓ ' , % / ' / / ♦ /DQ ,3541, PC , 67 / ♦/ / / ♦ 0.17 0.71 V ♦� I � / / / ♦ I ' � // (PG. 72, PLAT) � 208 ;� , \ y �7 \y _ \ i / / / i / / / �, ' ♦ / , '/ / 44 a I 209 �� ♦ y -� rOO :56 /�� ♦� ♦� t j `'' , \ 1 '� \ • -.I � ", �,\ � �, /� ♦ ♦ 218 �� 16 /� ♦ � 17 21 Ift 3" HID \ I s� \ \ ( I ♦ ( ) ♦ 16 208 MW Mft , / v I I ♦ rOO 0.90 ♦ w �; /, I I, 2 0 ����� �\I` \\ \\� ♦ RD2 ♦ ♦ % / 2 5 0.22 0.82 / \ \. \ \� ♦ / �✓,h ♦ 215 - 214 4 00 00 00 / // ` \ 1, ♦♦ , \\(2) 38'- 60 "CMP ��� 0.04 0.90 / / ;/ / \ (1)49'- 60 "�W•� `\ W&ROST PIPE �\ \ 213 (1 G- \ 14 / / \ STEEL PLATE J. v WEIR WALL J f l f \ \ IRON � \ / \G) I \ W I / \ \ (DISTUR,3ED) \ \ ?l / 20 200 \ v 202v �2 ,,;�' , \\d y � LEGEND IRON (F) �� \ AREA C STR# II ti - II SOP QG. c� i / / C) CO STORMWATER SUMMARY Ch CO Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology t Q CRXTGV1. J. KO'TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE PLAN SCALE: 1 " =20' C4.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 I,, / /// // f v r I ��■ bEi ♦ ♦♦ ♦ i PRE- DEVELOPEDS ARE _ - ` �;:\'� !� ♦♦� w TO THE W/ EST AREA I , I I , - ,,► ♦i , I I 1 \ �'- I1`'I IMP = X30 - ��: FORE k,/ �o/ ! -'�v �, MANA T 0� C '/ / ��' // /o/ o ;PR`E DEVELOPED AREA _ \off /, lo 'vTO THE SOUTH ♦i ZV ,LaW IBC. FLT AREA= 0.55 AC ' / `�`� \ /' ,/' // // SHE F OW IIII 11 /\ / IMP= O.A AC �. k 4W MAN ED TURF = 0.25 AC �/ \ \ �� � //// Tc = 9" MIN. / / ,yy V i } I Z -Irk Q II �' z SCALE 1"=30' PRE - DEVELOPED CONDITION - 0 30' 60' \ \ / /' \ / / \ c GP / / / '/' A / RCP I POST - DEVELOPED AREA ' TO WEST (UNROUT� ��/ ♦♦ AREA = 0.46 AC ,� ♦♦ IMP = 0.20 AC = ; ,' ;' ,,�' /, ♦ ♦♦ 1 1 � ' Y M / I / i ` / ✓ " � _ / '/ �/ iceA � / ) 1 I 1 \ / ♦ ' /' /' /� / ♦� / //♦ 1 / , 1/ ' 1 / \ -� �� // � / ♦ / / � 1111 �� i ♦ "Ilk '" �j' ♦ ��/ / / / / �' 7 0 I (� ♦� / ♦ ��/ / / /� ' / V, v , 1 ♦ ♦ / // ' ,• r POST - DEVELOPED AREA TO WEST (ROUTED) AREA= 0.47 AC IMP= 0.43 AC MANAGED TURF = 0.04 AC EP§T-DEVELOPED AREA*♦ SOUTH ♦►''i AREA = 0.79 AC ♦� IMP = 0.46 AC MAN ED TURF = 0.33 AC 1� vN \x", II ) \ / POST -DR ELOPED CONDITION WATER QUALITY CALCULATIONS SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALC. BOOK): TOTAL ON SITE DISTURBED ACREAGE: 1.29 ACRES PRE - DEVELOPMENT LAND COVER: 0.35 AC FOREST 0.73 AC TURF (B SOILS) 0.21 AC IMPERVIOUS POST - DEVELOPMENT LAND COVER: 0.38 AC TURF (B SOILS) 0.91 AC IMPERVIOUS REQUIRED REMOVAL: 1.36 LB /YR RUNOFF REDUCTION PRACTICES APPLIED: BIORETENTION LEVEL 1 REMOVAL ACHIEVED: 0.11 LB /YR CREDITS PURCHASED: 1.25 LB /YR (SEE CREDIT AVAILABILITY LETTER IN CALCULATIONS BOOK.) WATER QUANTITY CALCULATIONS: AREA TO THE SOUTH PRE DEVELOPMENT POST DEVELOPMENT Q2 1.74 CFS 1.53 CFS Q10 3.22 CFS 3.11 CFS Q100 6.08 CFS 9.20 CFS AREA TO THE WEST PRE DEVELOPMENT POST DEVELOPMENT Q2 1.86 CFS 1.61 CFS Q10 4.33 CFS 4.30 CFS Q100 9.67 CFS 11.10 CFS CHANNEL PROTECTION POST - DEVELOPED Q2!5 PRE - DEVELOPED Q2 SOUTH OK 1.53 CFS (POST- DEVELOPED Q2) <_ 1.74 CFS (PRE- DEVELOPED Q2) WEST OK 1.61 CFS (POST- DEVELOPED Q2)!5 1.86 CFS (PRE- DEVELOPED Q2) FLOOD PROTECTION: POST - DEVELOPED Q10:5 PRE - DEVELOPED Q10 SOUTH OK 3.11 CFS (POST- DEVELOPED Q10):5 3.22 CFS (PRE- DEVELOPED Q10) WEST OK 4.30 CFS (POST- DEVELOPED Q10):5 4.33 CFS (PRE- DEVELOPED Q10) I SCALE 1"=30' 0 30' 60' THE SITE CONSISTS OF TWO DRAINAGE AREAS, ONE TO THE SOUTH AND ONE TO THE WEST. CURRENTLY BOTH AREAS ENTER A MANMADE STORMSYSTEM THAT DISCHARGES INTO AN EXISTING CREEK NORTHWEST OF THE SITE, THIS WILL BE MAINTAINED IN THE POST CONDITION. HOWEVER, TWO UNDERGROUND STORAGE SYSTEMS ARE BEING INSTALLED TO CONTROL THE ADDITIONAL FLOW DUE TO THE INCREASE IN IMPERVIOUS AREA IN THE PROPOSED CONDITION, THE POST DEVELOPED 2 YEAR AND 10 YEAR FLOWS ARE BEING REDUCED TO BE EQUAL OR LESS THAN THE CURRENT 2 YEAR AND 10 YEAR FLOWS. THE DRAINAGE AREA OF THE EXISTING CREEK UPSTREAM OF THIS PROJECT IS 768 ACRES, THEREFORE THE PROJECT AREA IS LESS THAN 1% OF THE CONTRIBUTING DRAINAGE AREA. THEREFORE CHANNEL AND FLOOD PROTECTION ARE ADEQUATE NO. DATE ISSUE • *h • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology CRMGW J. KO'F.ARSKI Lic. No. 0402048507 kz 0 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER MANAGEMENT PLAN SCALE: C5.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 TOP OF 4' WEIR T P O A7 G 7 n LA STEEL PLATE Tr)C) r)P STORAGE - vl X11 Ivy INV 421.20 WEIR PLATE SECTION WEIR PLATE IN STIR 106 DETAIL No Scale 100 YEAR WSE 426.90 10 YEAR WSE 425.19 Q 2 YEAR WSE 423.38 ELEV. 421.20 TOP OF 4' WEIR PLA' A- "1- STEEL PLATE TnD /lC STORAGE U.-` VI \II 1VL INV 431.50 WEIR PLATE SECTION WEIR PLATE IN 60" SYSTEM No Scale 100 YEAR WSE 436.06 10 YEAR WSE 435.08 Q 2 YEAR WSE 433.60 ELEV. 431.50 24" NYLOPLAST BASIN WITH DOME GRATE TOP OF BIOFILTER CLEANOUT TOP ELEV. 428.00 429.00 INV. OUT ELEV. 419.40 RAMP SOIL TO LIP OF OVERFLOW STRUCTURTE MIN SLOPE 3:1 3" HARDWOOD ?� BARK MULCH 24" BIOFILTER MIX 0' BOTTOM OF BIOFILTER 427.50 MIRAFI 140N FILTER FABRIC OF EQUIVALENT WRAPPED AROUND SIDES AND KEYED IN 0.75' MIN. 3" SAND 3" NO. 8 STONE 425.00 424.50 424.00 O O O O 1.00' NO. 57 STONE 4" PERFORATED MIRAFI 140N FILTER SCHEDULE I FABRIC OR EQUIVALENT. PVC UNDERDRAIN TO BE 3' WIDE RAKE 8" OF SOIL CENTERED ON NOTES BENEATH #57 STONE UNDERDRAIN 24" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS BIORETENTION LEVEL 1 DETAIL NOT TO SCALE BIOMIX THE BIOMIX SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 BIORETENTION RATIOS. THE MIX SHALL CONTAIN 85% SAND, 10% SOIL FINES, AND 5% ORGANIC MATER. MAINTENANCE OF SWM FACILITIES THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF ALL BMPS UPON ACCEPTANCE OF SITE WORK. NO. DATE ISSUE • *h • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development (Residential l Infrastructure l Technology Op t Lic. No. 0402048507 k= 0 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil At Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER DETAILS SCALE: C5.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 NYLOPLAST DRAIN BASIN WITH DOME GRATE NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE NON TRAFFIC INSTALLATION (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. DRAIN BASIN I N L �0p0 12" MIN WIDTH GUIDELINE GRATE/COVER - GRATE(COVER ° . 6" MIN THICKNESS GUIDELINE TOP SOIL TO OIL MINIMUM PIPE BURIAL MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE DEPTH PER PIPE MANUFACTURER 0° - 360° ACCORDING TO PLANS (3) VARIABLE INVERT HEIGHTS RECOMMENDATION (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) AVAILABLE (ACCORDING TO RECOMMENDATION (6) MEDIUM ARE PLANS/TAKE OFF) (6" MIN. ON 12" - 24 "' ISLAB REQ. SAME AS MIN. SUMP) (5) ADAPTER FOR GUIDELWETPURPOSES ONLDY. ACTUAL CONCRETE MUST 10" MIN. ON 30 ") ANGLES VARIABLE 0° -360° BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TO SE DRAWING INO. 001 -110- 11 FLOR NON D TRAFFIC INSTALLATION. ACCORDING PLANS b c c (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS IZ (3) VARIABLE SUMP DEPTH (6" MIN. ON 8" - 24 ", 10" MIN. ON 30" ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) (6" MIN. ON 12" - 24 ", 10" MIN. ON 30" AVAILABLE: 4" - 30" FOR CORRUGATED HDPE 6" MIN ON 30" (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.) (ADS N- 12 /HANCOR DUAL WALL, ADS /HANCOR AVAILABLE: 4" - 30" FOR CORRUGATED HDPE 6" MIN ON 30" SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), (ADS N- 121HANCOR DUAL WALL, ADSIHANCOR PVC DWV (EX: SCH 40), PVC C900/C905, SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), CORRUGATED & RIBBED PVC PVC DWV (EX: SCH 40), PVC C900/C905, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED &RIBBED PVC 4" MIN ON 8" - WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 6" MIN ON 30" (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I y OR II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL THE BACKFILL MATERIAL SHALL BE CRUS D STONE OR OTHER 8" - 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & WATERTIGHT JOINT FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED ( CORRUGATED HDPE SHOWN) UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12" - 30" GRANULAR MATERIAL MEETING THE REQUI ENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. EDDING & BACKFILL 13 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. FOR SURFACE DRAINAGE INLETS SHALL BE WELL LACED & COMPACTED THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED 1- 12"- 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1- 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05. GRADE 70- 50 -05. 2- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM /V536 GRADE 70- 50 -05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 RESTRICTIONS. SEE DRAWING NO. 7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ® THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 PHN 770 932 -2443 RESTRICTIONS. SEE DRAWING NO. 7001 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03 -25 -10 ( ) 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N 1® laS t FAX (770) 932 -2490 PVC ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4 -20 -07 { PH (770) 932 -2443 ( ) FAX (770) 932.2490 N -12 HP, & PVC SEWER 4" - 24" . TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N 1® las OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 9 -30 -99 PHN (770) 932.2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nv 1® laS FAX (770) 932 -2490 Y ASTM D3212 FOR CORRUGATED HDPE ADS N -12 /HANG OR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME www.nyloplast-us.com ( ) Y l 5 - ADAPTERS CAN BE MOUNTED 0° TO 360 °. TO DETERMINE MINIMUM TECHNICAL INFORMATION SHOWN HEREIN REVISED BY JJC PROJECT NO. /NAME www.nyloplast- us.com J TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT N0. /NAME www.nyloplast- us.com N -12 HP, & PVC SEWER (4" -24 "). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360*. TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 09 -05 -13 DRAIN BASIN WITH DOME GRATE 6- 12" - 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4 -25 -13 DRAIN BASIN WITH PEDESTRIAN GRATE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 12 -29 -11 DRAIN BASIN & INLINE DRAIN MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 30" PEDESTRIAN GRATE SHALL MEET H -20 LOAD RATIIJG (SEE DRAWING ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS I I NON TRAFFIC INSTALLATION 6- 8" - 30" DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001- 110 -397 REV C NO.7001- 110 -144 FOR H -20 TRAFFIC LOAD GUIDELINES). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ®2013 NnoPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001- 110 -283 REV C IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©2011 NYLOPLAST DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG N0. 7001. 110.111 REV D NO. DATE ISSUE • *h • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development (Residential l Infrastructure l Technology Op t Lic. No. 0402048507 k= 0 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil At Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: STORMWATER DETAILS SCALE: C5.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 420 If 1"=50' - 107" 420 HORIZ SCALE: 6.5" ORIFICE 431.50 105 22 74' OF O . 15" HDPE 6" ORIFICE 432.50 425 OA, 16 N 204: 60" CMP I p3 OF 5` 9� @ 0.00% � VERT SCALE: 91 � Z O Q � NQP 1y 1 1 >> co0QW CV 415 ' 5 11 +00 11 +50 J i 101 455 CO - 31.99' OF Z W W CONNECTION TO O G o 15" HDPE NU BUILDING @ 7.13° COORDINATE I- W O 430 410 W O 00 PE C� 0 N CO N o N N 00 L 0 Z LO rn Uco @ 2. 1 z � "' ti W m - i CD +oN STR 100 - STR 110 U)o"t 15 N W t roi 0 0 0 M u uj 445 435 L F-: (D U o0 � z - Z _ r� 4401 430 X (n W � c 0 > L O 0 0 W J - - O O O Lu O 00 m �O O Ln O?O.- O }OC:) d CD O LO N O SON N M 0 r00 }O _ �M�r` I- ZC�OON - O - + �'t -t + It D DON t= = O N E 0O N CN � ° 't _ 't O z z z o ��� Z Z Z O 0 = Z 0 »» 0 F- X Q» O pi-O» > F- O» Z Z Z Z F- U) W C/) F- U) F- Z Z Z Z Z 435 435 EX. GROUND PROP. RADE 430 430 435 PROP. RETAINING WALL 2.7' Min Cover r- 110:ADS "STORTECH" STORAGE TANK 425 425 TOP ELEV. 427.20 430 / BOTTOM ELEV. 421.20 111 INV OUT 421.20 (109) 7.36' OF 15" HDPE @ 13.59% 420 If 1"=50' - 107" 420 HORIZ SCALE: 6.5" ORIFICE 431.50 105 22 74' OF O . 15" HDPE 6" ORIFICE 432.50 425 OA, 16 N 204: 60" CMP I p3 OF 5` 9� @ 0.00% 109 VERT SCALE: 91 � @2' 6.83' OF � NQP 1y 1 1 >> co0QW 15" HDPE 415 ' 5 11 +00 11 +50 415 @ 0.00% 200 - STR 101 455 45° BEND - 31.99' OF CONNECTION TO 435 15" HDPE NU BUILDING @ 7.13° COORDINATE Q� 410 F 430 410 OLO 00 PE o_ rn N CO N 00 N N 00 L 0 Z LO WATERLINE VERIFY @ 2. 1 z � "' ti 9 +50 10 +00 LOCATION AN 11 +00 12 +00 12 +25 STR 100 - STR 110 U)o"t 15 425 11 : ADS "STORY CH" STORAGE TANK BOTTOM ELEV. 421.20 TOP ELEV. 427.20 INV. IN 425.00 (111) 420 O co O �ocO� ° 't p o_ i- 0 > �U) Pz 430 0_ U N U) C W O 0 _ o O � N � CD N °�z O O�j 0Z Z 445 r O M N O O O M N 440 = +M Z °��z z 435 PROP. GRADE 430 425 425 201 24.17' OF 12" HDPE 420 420 @ 7.61 % O N . O co It 9 +00 10 +00 10 +50 STR 110 - STR 112 _ROUND 440 2.6' Min Cover 204: 60" CMP 435 STORAGE PIPE TOP ELEV. 436.50 BOTTOM ELEV. 431.50 INV OUT 431.50 (203) 0 1"=50' Tod STEEL PLATE WEIR WALL HORIZ SCALE: 6.5" ORIFICE 431.50 HORIZ SCALE: 6" ORIFICE 432.50 425 TOP WEIR 435.50 VERT SCALE: 204: 60" CMP LO STORAGE PIPE VERT SCALE: TOP ELEV. 436.50 VERT SCALE: BOTTOM ELEV. 431.50 420 INV IN 434.80 (205) _ F O N N Lo O O LO LC) O (D O O 1A O Lo Lo Lo -t O co co T 4 Z Z 0 N C0 - OZ Z Z ct) F- a- 0 CO Lq -I z - C9 Q O Cl) z 00 F- - N (n0'� a W d0 �Lu - Oz N 0- (i1 z 455 r 450 445 PROP. GRADE 440 435 1 3$ • 6, OPE �2 3 $p°I° 430 l 450 445 EX. GROUND 440 435 430 c)C1 <t a MM 9 +00 10 +00 11 +00 11 +50 9 +50 10 +00 11 +00 STR 204 - STR 210 STR 206 - STR 212 HORIZ SCALE: 1"=50' HORIZ SCALE: 1 " =50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1 " =50' HORIZ SCALE: M� VERT SCALE: 1 " =5 LO Mai VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 �QW >> co0QW >> 9 +50 10 +00 P- Z Z N 11 +00 11 +50 STR 200 - STR 204 _ F O N N Lo O O LO LC) O (D O O 1A O Lo Lo Lo -t O co co T 4 Z Z 0 N C0 - OZ Z Z ct) F- a- 0 CO Lq -I z - C9 Q O Cl) z 00 F- - N (n0'� a W d0 �Lu - Oz N 0- (i1 z 455 r 450 445 PROP. GRADE 440 435 1 3$ • 6, OPE �2 3 $p°I° 430 l 450 445 EX. GROUND 440 435 430 c)C1 <t a MM 9 +00 10 +00 11 +00 11 +50 9 +50 10 +00 11 +00 STR 204 - STR 210 STR 206 - STR 212 HORIZ SCALE: 1"=50' HORIZ SCALE: 1 " =50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1 " =50' HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 STR 204 -218 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 CLEANOUT 1 STA 10 +07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE EX STA 10 +37.34 TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 r4X. GROUND `-'PROP. GRAD 1 -EX 29.61' OF 6" PVC @ 3.00% 430 420 Cl) O CO M O d, M 9 +50 11 +50 SANITARY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 " =5 445 440 � F L14 c'7 0 < rl- F- O OJ N O O � M O Z d7 O r [000cOLf) � Z �'Or-r` � o z CN U) 't D O NWT 0 �QW >> co0QW >> 2A �6 `` ��P P- Z Z N P- Z Z CyU) Wco 455 45° BEND 455 E- W PE @ °�O CONNECTION TO 435 213 NU BUILDING BLDG -1 COORDINATE Q� 8.63' F 430 420 7.72' OF 12" H PE o_ CONNECTION TO EXISTING PLUMBING PLANS 00 L 0 Z LO WATERLINE VERIFY @ 2. 1 z � "' ti 450 LOCATION AN @ 3.00% 450 U)o"t 15 N W t o_ ED�O w 445 445 435 PROP. GRADE 440 4401 430 STR 204 -218 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 CLEANOUT 1 STA 10 +07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE EX STA 10 +37.34 TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 r4X. GROUND `-'PROP. GRAD 1 -EX 29.61' OF 6" PVC @ 3.00% 430 420 Cl) O CO M O d, M 9 +50 11 +50 SANITARY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 " =5 445 440 w 0) � L14 c'7 X. GROUND 440 - 440 36 � 9 +50 10 +00 11 +00 11 +50 204: 60" CMP STORAGE PIPE 435 451* BEND 1 2A �6 `` ��P I° 435 425 TOP ELEV. 436.50 BOTTOM ELEV. 431.50 INV IN 435.00 (215) GROUND 45° BEND 61. 6 ^ N 1 @2. PE @ °�O CONNECTION TO 435 213 NU BUILDING BLDG -1 COORDINATE 430 8.63' F 430 420 7.72' OF 12" H PE CONNECTION TO EXISTING PLUMBING PLANS 6" PVC WATERLINE VERIFY @ 2. 2% 430 LOCATION AN @ 3.00% STR 204 -218 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 CLEANOUT 1 STA 10 +07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE EX STA 10 +37.34 TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 r4X. GROUND `-'PROP. GRAD 1 -EX 29.61' OF 6" PVC @ 3.00% 430 420 Cl) O CO M O d, M 9 +50 11 +50 SANITARY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 " =5 445 440 w 0) � L14 c'7 X. GROUND 440 - 440 9 +50 10 +00 11 +00 11 +50 STR 204 -218 HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 CLEANOUT 1 STA 10 +07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE EX STA 10 +37.34 TOP 431.84 INV IN 425.88 (1 -EX) INV. OUT = 424.73 (8" PVC) 435 r4X. GROUND `-'PROP. GRAD 1 -EX 29.61' OF 6" PVC @ 3.00% 430 420 Cl) O CO M O d, M 9 +50 11 +50 SANITARY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 " =5 445 440 r 1 X. GROUND 440 - 440 \\ 45° BEIJb PROP. GRADE 451* BEND 1 1.1' 45° BEND 435 CONNECTION TO 435 NU BUILDING STORM COORDINATE PIPE 207 ELEVATION WITH CONNECTION TO EXISTING PLUMBING PLANS WATERLINE VERIFY 430 LOCATION AN 430 NOTE: MAINTAIN 3' MIN. OF COVER ON 425 WATERLINE 425 OM O00 r\LO , Nt 9 +50 12 +50 CLASS 52 DIP F I R E L I N E PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 " =5 NO. DATE ISSUE * * *% • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE ' VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology Op Lic. No. 0402048507 k= 0 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: PROFILES SCALE: C6.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / — I --------------- - - - - ---- _ _ ❑ ; ❑ c N51 053'07 "E - ---- - - - - -- - -- _ -- 0.35' -- 422 - - - -- ------- - - - - -- / / \ ❑- --------- — ------ - - - - -- — — ------- - - - - -- - —SAN — — — _ - / ❑�� I — - -- SAN - -SAN- — - / I - - -- -SAN - - -- Cn i __ _ -- - -- -- -- - -- - - -- -427__ P _ _S- - -_, ❑ I W _ 428 - I - _ - - -- X X __ -- � 429 -_— X X F P WALK - x / AP ••.. - -X w 4 � x �, ...• "F N48 5730E �� m ... .. 0 r n — STONE DUST x D NN S 1 ••• •• I A E PF t P ••' • T SEATING AREA X D x 46.42' P .• _ x _ P � - x i x ••• S W � - P P P x 1 W 7 F •••♦ - - -- P O P ? 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DATE ISSUE AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL er KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. 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DATE ISSUE AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL er KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: GARDEN PLANS SCALE: 111 = 101 L -001 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 08/24/2015