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HomeMy WebLinkAboutSDP201700034 Plan - Approved Minor Amendment 2017-10-31r MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: v It 1. OWNER/DEVELOPER: SHEEFLEE, LLC ATTN. PETER LAZAR 1730 SAGE LANE BLACKSBURG, VA 24060 (540) 250-3261 SITE ADDRESS: 1317 PARKVIEW DRIVE CROZET, VA 22932 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 2. TAX PARCEL NUMBER: 56-67A DEVELOPMENT) WITH PROFFERS SEE SHEET C3-03 CZON=1NGD1STR1=CT'=(PLA�NNEDIAL SETBACKS. • FRONT.• 35 REAR: 35' SIDE: 35' 3. LEGAL REFERENCE. D.B. 1086, PG 583 4. TOPO & SURVEY- BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN HEREON IS BASED ON ACTUAL FIELD SURVEY DONE BY GAY AND NEEL, INC FROM 414107 TO 3119108. SITE WAS FIELD VERIFIED BY COLLINS ENGINEERING IN MAY, 2017 5. U77LI77ES.• THE ACCURACY OF UTILITY MARKS AS SHOWN HEREON ARE f2 FEET HORIZONTALLY FROM THE 6. ZONING/PLANNING AREAS: TOTAL PARCEL AREA: 268,201 SF (6.155 AC.) EXIS7ING TOTAL BUILDING AREA: 4,120 SF (FOOTPRINT) PROPOSED BUILDING AREA: 25,100 $F (FOOTPRINT) BUILDING HEIGHT- LESS THAN 35 FEET PAVED PARKING & VEHICULAR CIRCULA71ON AREA: 27,900 SF PEDESTRIAN WALKWAY 8,725 SF PERCENT IMPERVIOUS: 24,230 SF (9.3Y.) RECREATIONAL SPACE REQUIRED: 5,200 SF (200 SF PER UNIT) RECREATIONAL SPACE PROVIDED: 18, 385 SF Z PARKING TABULATIONS• PARKING SPACES REQUIRED: 52 IN ACCORDANCE WI7H APPROVED REZONING (2 SPACES PER UNIT) PARKING SPACES PROVIDED: 54 SPACES (INCLUDING 2 HANDICAP PARKING SPACES) 8. LANDSCAPING AREAS.• OPEN SPACE REQUIRED: 25% = 1.54 AC OPEN SPACE PROVIDED: 75.477. = 4.645 AC PARKING LANDSCAPING REQUIRED: 5% OF PARKING/CIRCULA77ON AREA = 1,395 SF 1O PARKING LANDSCAPING PROVIDED: 1,527 SF TREE CANOPY REQUIRED: 207. OF SITE = 53, 640 SF TREE CANOPY.:PROWDED: 79,107 SF 9. PARKING SPACES SHALL BE DELINEATED BY 4" STRIPING 10. DISTANCES AND RADII REFERRED TO ARE TO 774E EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL RADII 5 FOOT UNLESS OTHERWISE NOTED. 11. ALL SIDEWALKS ARE TO BE FLUSH WI7H ADJACENT GRADES, UNLESS 07HERW/SE NOTED. 12. CONTRACTOR SHALL VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS, PRIOR TO STAKING BUILDINGS 13. CONTRACTOR SHALL CALL "MISS UTILITY" AT 1-800-552-7001 AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK BEGINNING. ACCURACY UTILITY MARKS ARE f2 FEET HORIZONTAL FROM THE ACTUAL LOCA77ON OF 771E BURIED UTILITY. 14. A PRE-CONS7RUC770N MEETING WITH THE COUNTY WILL BE HELD PRIOR TO CONSTRUCTION. 15. A PRE-CONS7RUC77ON CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AU7HORITY PRIOR TO THE START OF WATER/WASTEWATER CONS7RUC770N. 16. IT IS 7HE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SEC77ON 5.91-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 1Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE S17E• IN ACCORDANCE WITH THE STORMWA7ER POLLUTION PREVENTION PLAN AND ASSOCIATED RECORDKEEPING l 18. ALL CONSTRUC7ION WILL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS 19. UNLESS SHOWN OR SPECIFIED OTHERWISE, METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE ST DI77ON. STANDARDS LATEST E 20. CONTRACTOR SHALL COORDINATE INSTALLATION AND DESIGN OF ALL PERMANENT ELECTRICAL SERVICE, TELEPHONE SERVICE, GAS SERVICE AND CABLE TV. 21. WATER METER, METER BOX, TAP INTO EXIS77NG WATERLINE AND TAP INTO EXIS77NG SEWER LINE SHALL BE DONE BY COUNTY PERSONNEL AT OWNERS EXPENSE. CONTRACTOR SHALL COORDINATE INSTALLA77ONS AND REQUIRED LOCATIONS CONNEC77ON FEES WILL ALSO COVER THE COST OF 7HE METER. CONNEC77ONS TO THE WATER AND WASTEWATER SYSTEM ARE THE RESPONSIBILITY OF THE CONTRACTOR. IF A TAPPING SLEEVE AND VALVE IS REQUIRED, THE ACSA CAN MAKE 7HE TAP FOR A FEE AS OUTLINE IN 7HE ACSA'S RULES AND REGULATIONS, 22. ALL PUBLIC U77LI77ES WILL BE VISUALLY INSPECTED BY THE COUNTYS INSPECTOR PRIOR TO BACKFILLING THE TRENCHES, INCLUDING ALL U77LITY CROSSINGS 23. ALL U77LI77ES TO BE MAINTAINED BY THE COUNTY SHALL BE WITHIN DEDICATED RIGHTS -OF -WAY OR EASEMENTS 24. BACKFLOW PREVENTORS TO BE PROVIDED BY THE OWNER AS REQUIRED BY ALBEMARLE COUNTY. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY U77LITIES DAMAGED AS A RESULT OF CONSTRUC77ON AC77W77ES VERIFY LOCA77ON OF ALL EXIS77NG U77LI77ES PRIOR TO BEGINNING WORK. 26. SITE LIGHTING HAS BEEN REMOVED FROM THE PROJECT. NO EXTERIOR LIGHTING lS PROPOSED IN THE S/7E' PLAN. 2Z ALL U77LI77ES SHALL BE UNDERGROUND INSTALLA770N. 1'1' 28. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A F.E.MA. DESIGNATED 100-YEAR FLOOD ZONE. THE SUBJECT PROPERTY PARTIALLY LIES WITHIN ZONE "A" AND "X" AS SHOWN ON F.I.R.M. COMMUNITY PANEL NO. 51003CO235D, EFFEC77VE DATE OF FEBRUARY 4,2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. NO ELEVA77ON STUDY HAS BEEN PERFORMED AS A PART OF 7HIS PROJECT. 29. ALL AC77Vl77ES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO VDOT WORK AREA PROTEC77ON MANUAL (MOST RECENT EDI770N). 30. THE MINIMUM REQUIRED DENSITY FOR ALL COMPAC77ON SHALL BE 957. OF MAXIMUM DRY DENSITY WWII A MOISTURE CONTENT WITHIN f299 OF THE OPTIMUM. 31. PAVEMENT WORK WITHIN 7HE RIGHT-OF-WAY REQUIRES THE FOLLOWING INSPEC77ONS: A. SUBGRADE PRIOR TO PLACEMENT OF BASE STONE B. BASE STONE PRIOR TO PLACEMENT OF PAVEMENT C. PAVEMENT 32. U77LI77ES SHOWN HEREON ARE BASED ON AVAILABLE ABOVE -GROUND STRUCTURES (VALVES, MANHOLES, ETC.). 33 OWNER RESPONSIBLE FOR OBTAINING AN APPROVED E&S/STORM WATER POLLU7ION PREVENTION PLAN FOR ANY OFFSI7E GRADING AND FOR OBTAINING AN APPROVED EROSION AND SEDIMENT CONTROL PLAN AND STORM WATER POLLU77ON PREVENTION PLAN BEFORE OFFSI7E GRADING CAN BEGIN. 34. CONS7RUC77ON OF ALL UTIL177ES TO BE DEDICATED TO COUNTY SHALL ADHERE TO COUNTY'S SPECIFICATIONS, AND SHALL BE INSPECTED BY 7HE COUNTY PRIOR TO ACCEPTANCE. 35. NO INDIVIDUAL LOTS ARE PROPOSED AS PART OF THIS DEVELOPMENT. CONDOMINIUM DOCUMENTS, PLANS, AND PLATS WILL BE DEVELOPED FOR ESTABLISHING OWNERSHIP INFORMATION. 36. IN CONJUNCTION WI7H THE APPROVED REZONING (ZMA 2007-00012), THE FOLLOWING WAIVERS WERE GRANTED • WAIVER OF THE BUILDING SEPARATION REQUIREMENTS OF SECTION 19.8 • PROFFERS DATED NOVEMBER 14, 2007 AND SIGNED NOVEMBER 5, 2007 • APPROVAL OF THE PRI VA 7E STREET REQUEST FOR PARK VIEW DRIVE • WAIVER OF SEC77ONS 14-410 H OF CURB/GUTTER REQUIREMENTS FOR PARK VIEW DRIVE • APPROVAL OF SEC77ONS 14-422 A & D OF THE PLANTING STRIP AND SIDEWALK REQUIREMENTS FOR PARK VIEW 1 nnlla 3Z A VARIETY OF DWELLING TYPES lS PROPOSED, WITH A TOTAL NUMBER OF 26 RESIDENCES PROPOSED. SEE 7HE SITE PLAN FOR ADD177ONAL INFORMA7ON FOR THE BREAKDOWN OF BUILDINGS A GROSS DENSITY OF IS 4.22 UNITS/ACRE IS PROPOSED. 38. UPON APPROVAL OF THE SITE DEVELOPMENT PLANS AND GAINING NECESSARY PERMIT, THE DURA77ON OF CONSTRUCTION l PC D TOB 1 -5 0 S. 39. SUBJECT PARCEL IS IN THE BEAVER CREEK RESERVOIR WATER SUPPLY WATERSHED. ZO 40. S17E DEVELOPMENT PLAN IN GENERAL CONFORMANCE WITH APPROVED REZONING (ZMA 2007-00012) AND ALBEMARLE COUNTY ZONING ORDINANCE SITE PLAN REQUIREMENTS, SECTION 32.6. 41. 774E PROPOSED BUILDINGS SHALL BE ADDRESSED AS STARGAZER LANE (PRIVA7E), THE EXIS77NG BUILDING WILL BE _A�)/ADDRESSED AS 1EABERRY LANE (PRIVATE . 20 42. A PRECONS7RUC77ON CONFERENCE WILL BE HELD WIN 774E ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO 774E START OF WATER/WASTEWATER CONSTRUCTION. s V I wmfta ft d *01 Will Ll M I kv, I ni kI I al kv, I ni k SDP201,700034 WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NOTE: THE ORIGINAL SITE PLAN (SDP-2008-74) WAS DESIGNED BY GAY & NEEL, APPROVED ON 8/22/2016. THIS IS A MINOR SITE PLAN AMENDMENT TO THE OVERALL DESIGN. SOME OF THE PLAN SHEETS DESIGNED BY GAY & NEEL HAVE BEEN INCLUDED FOR REFERENCE FOR THE CONSTRUCTION OF THE PROJECT. THESE SHEETS INCLUDE THE WATERLINE DESIGN, SANITARY SEWER DESIGN AND POWER RISER DIAGRAM DETAILS. SCALE- 1"01OW PROPERTY iY IpINi" -� -= 21 ......°, SIIN ��. , o EXII�'I`�JRS 2 ,., PROPOSED t t TOIIRs X 80.56 E ASUNG. SPOT A Ill ilt}N R P ETF+OSED SPOT ELEVATION . P TION •PROIfl 'B4�[OM CURB VA TX W$ . EXISTING .WTARY..SEWER «.....•. "Now mmm PROPOSED UNITARY SEWER "O"w EXISTING WATERLINE f I PROPOSED WATERIiNE ,..,, _.. ,...,..;_247= _.......» EXISTING STORM SEWER ON PROpt}SEt? STORM SCR ," "; ,•• EXISTING EDGE OF PAVEMENT . „ s• PROPOSED PAVEMENT •Y ri. `rr yt f..✓j .. _,, N .. w N. rRiPwwwwE OwAK PROPS CONCRETE/SDEWALK 4 .r i 4. 4 .. EXI.�. G BuL)ING 080.00,10MM PROPOSED SUILDINC wOHE� ' - _ :EXISTING OVERHEAD ELECTRIC .... EXISTINO BURIED ELECTRIC --� TV •: �_ ��.. EXISTING BURIED 'CABLE, TV LINE ...�.,, G .,_,,..-..--- I~XISTINO GAS LINE EASTINO BURIED. TELEPHONE' LINE EXISTING DICE LINE EXIST NO TREEUNE BENOiMARK LOCATION EXISTING U` LITY POLE -�- EXISTING WY WIRE Ell Sheet List Table Sheet Number Sheet Title CO-01 COVER SHEET AND GENERAL NOTES C1-01 EXISTING CONDITIONS AND DEMOLITION PLAN 1 C1-02 EXISTING CONDITIONS AND DEMOLITION PLAN 2 C2-01 SITE LAYOUT AND DIMENSIONAL PLAN C - 1 ROAD PLAN AND PROFILE C3-01 A MAINTENANCE OF TRAFFIC PLAN C - 2 SITE GRADING PLAN 3- SITE DETAILS o��o GRADING DETAII S 1 aivrr--vr�r�anvv-��R�--r C 5 � VII G_RJQ AL, NG-DE`TAIL�z G3-869 BIVIP GENERAL -NOTES C - 1 SITE UTILITY PLAN C4-01 A STORM SEWER PROFILES & CALCULATIONS C - 2 SANITARY SEWER FORCE MAIN PLAN C4-03 SANITARY SEWER PROFILES C4-04 SANITARY SEWER FORCE MAIN PROFILE C4-05 WATERLINE PROFILES C4-06 PRIVATE UTILITY DETAILS 4- 7 PUBLIC UTILITY DETAILS G5 01 n®CNP EROSION AND SEDIMENT GONTROt PL 4 Ci5-� ANDSEDIMENT EROSION CONTROL PLAN SEDIMENT PLAN n NT CONTROL V5-61J AND n�L�l S EROSION '-SEDIM'EN'T!-GON!R"OI - 1 SITE LANDSCAPE PLAN 66 E) �SiTE LIGHTI G PLAN E g LANDSGAPlIsIQ 61S, . I 114, AND LIGHTINGDETAILS E1-1 POWER •RISER DIAGRAM AND DETAILS 18 TOTAL NO. OF SHEETS S N LE PED EXI. TI 4 TF;LEPHONl» PfrtDESTAI. .. � A/0 GV ?p. E STING. ' G`` VALVE A C, ALL. APPROX, ocM I~xISTIWG OAS METER AV%a.M. SO LP EXISM.0 UG' HT POLE B� ' k3 w EXISTING. ,WELL C.F. s DRILLHC?LE U C.M.V G Y. a.Y EXISIINQ HYDRANT cA1.. :CAN ,FIRS CHO 0P OSE:t? RE HYDRANT.. PRO' P Fl CO CO. Ow EXISTING WATER VALVE CONC, CRK, • p.9. Q PROPOSED WATER 'VALVE D,E DrI. A.I.P. 13 WM EXISTING WATER METER D:S, D€CID. OEG. PROPOSED WATER METER OFT: DFC, PI OCO EXISTING SEWER CLEANOUT DIA. DIST. � . PROPOED SEWER USANOUT, D7"7G' Q4YI:G E.G. STING S E?SI MANH �H E.P. EQL. PRQPOaEO SEWER MANHOLE ELEV. Eow ESMT. EXIS7INC3 SIiRUB EVG.: FXII$T, EXT. F-H.hI.A. EXISTING TREE i F.H. I RII.R.M. + PROP4SEI7 TREE FJL FF FORD EXION9 SIGN Ft PROPOSER SIGN GNf GPM GRAV, %y OORE HOLE/TEST PIT GHRRD A CONTROL POINT H/CR11 C .HOPE IRF IRON ROD FOUND Hw HYD. ° IRS IRON ROD. SET ' IN. -INST, o PROPERTY:CORNER TNT. INV. INVIn� * FPFENCE POST INVout . tom) To .8E REMOVED LP w. AIR ADDED TO SET REMOVED FROM SET REMOVED FROM SET REMOVED FROM SET D TO S QMODIFICATIONS TO PROPOSED BUILDING FOOTPRINTS, QMODIFICATIONS TO PARKVIEW DRIVE: REVISED VERTICAL ALIGNMENT. �3 REVISED STARGAZER HORIZONTAL ALIGNMENT & INCREASED PROPOSED PAVEMENT WIDTH FROM 9' TO so'. 4® UTILITY SERVICE LATERALS UPDATED TO ACCOUNT FOR PROPOSED BUILDING FOOTPRINT REVISIONS. ®REVISED LANDSCAPING PLAN PER LAYOUT CHANGES & UPDATED OVERALL TREE CANOPY ON THE SITE. IN ADDITION, SILT $ FENCE AND TREE PROTECTION LOCATIONS HAVE BEEN REVISED ON THE LANDSCAPING PLAN PER VSMP AMENDMENT. Q6 REMOVED PROPOSED ACCESS PATH BISECTING THE PROPOSED RECREATIONAL AREA. ®7 REVISED PROPOSED DUMPSTER PAD �OCATIONS & ADJACENT WIDTH OF TEABERRY LANE FROM 24' TO 22'. a8 ADDED 1 PARKING SPACE. ®9 PAVEMENT MILL & OVERLAY & MAINTVNANCE OF TRAFFIC PLAN HAS BEEN ADDED TO THE PARKVIEW DRIVE ROAD PLAN SHEET. AREVISED SITE CALCULATIONS BASED QN CHANGES TO PROPOSED LAYOUT. ASITE LIGHTING HAS BEEN REMOVED FROM THE PROJECT. AUPDATED PHASING LINE FOR THE PROJECT. ®MODIFICATIONS TO THE GRADING & DRAINAGE DESIGN. THE MODIFICATIONS TO THE GRADING & DRAINAGE PLAN HAVE DRASTICALLY REDUCED THE IMPACTS TO THE EXISTING STREAM BUFFER FOR THIS PROJECT. ©4 REVISIONS TO THE STORMWATER MANAGEMENT DESIGN. SEE VSMP AMENDMENT FOR INFORMATION. ® REVISED PAVEMENT DETAILS. AUPDATED THE STORM PIPE & CULVERT �ROSSING UNDER PARKVIEW DRIVE. ® REVISED PROPOSED WALLS TO A MAXIMUM HEIGHT OF 30". PREVIOUSLY PROPOSED MAXIMUM WALL HEIGHT WAS STONE ACCESS PATH DETAIL REMOVED FROM PLANS. ACCESS PATHS WILL BE PAVED & MEET ALBEMARLE COUNTY CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PATH STANDARDS. MITIGATION PLAN HAS BEEN REMOVED FROM THE LANDSCAPING PLAN AND ADDED TO THE VSMP AMENDMENT. APPROVED G&N PLAN SHEET UPDATED SITE DETAILS AND GENERAL NOTES FOR THE PROJECT APPROVED G&N PLAN SHEET REMOVAL OR ADDITION OF SHEETS TO THE APPROVED SITE PLAN A APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET APPROVED G&N PLAN SHEET ,I1`�� A�j�� /� APPROVED G&N PLAN SHEET Submittal Type ... r R M V D R M SE , EE V MP PLA Reviewed and Approved by the 1, . �' TO .ANY: EONS (AUCTION:. WITHIN;: ANY :EXISTING #BtHG RIttT-»" t?F�MI►AY, Mtt.#JDING: GONtGii4N 7Q REMOVED FROM SET, SEE VSMP PLAN Communit De Plo me t DepartmentANY: p e Date - E}4ISTINC..I20AI?; A PEI MfT. sHAla . BE.OBTAINED. FRt1lr1,'THE Rt MA QF AR7MEPI? t31 iRAN P4FtTATION REMOVED FROM SET, SEE VSMP PLAN File# SQL bvU 3�{ 2 ALLPAVING, DRAINAOE RELATED MATERIAL% AND. t NISTRtlCT ON. MMQQS $KAU, UOt�tfORIA _TQ CURRENT REMOVED FROM SET, SEE VSMP PLAN SPECIFICATIONS AND "OAK OF 17DOT UiVt,ESS OWI' -10 .E NOTED, ; . nature 3. Y�lirtcK ,�d.wvtF ERMN AND SILTATION CONTROL MEASURES SMALL, BE PROVIDED IN ACCORDANCE •WITH THE ,APPROVEI? ER+SSlrM CONTROL PLAN ANf S"ALL E INSTALLED. PR10R TOY CL ANEAONG, GRADI .% OR OTHER REMOVED FROM SET 4P SDP2 a°d7i COiV�TRt1CTLON; REMOVED FROM SET :4. ALL VLOPES AND? DISTURBED A.R.E jb :'BE F 37IL114ED, SEEOE4, ANC! MULLED, APPROVED G&N PLAN SHEET f, THE MAXIMUM ALl.4WABLE SLOPE IS: &I �HQRIZONTAL,VMTICAL). -WH.M REASONABLY OBTAINABLE, LESSER SLOPES OF 3, . OR TO 91TTTER ARE . ;: ;B>; ACIIIEYED. 8 PAVE% RJP OR :STABUZATION MAT LINED PITCH .MAY'. BE REQUIRED WHEN .IN THE OPINION' CF TH • ,.RAP. AI.,".. ARLE CQUNTY�DIREGTOR: QF ENG�Nt=ERIIkG, OF TI{E¢I�RECYOR'.S DESIGNEE, 'IT IS. DEEMED NECESSARY '.: .. .: :r;... . 4E3 :ri r� tt Ti} .STABILIZE A �.. AINAQE CHAT! NET., .. .. LB• PQIINf? < : 7:...Au ,FFIC CON7R . A U FORM "NO 7_IC TRP 4L SIGI'IS . SH LL. COI+1Ft?RM. V41i ti I THE VIRGINIA MAN , AI. FOR UN# . Cvt�:, i?14YICES., ATIONeR M METER !, S .L. MiNIMUM'BUII;QING LtIVE :: 8 tINiL�.5s. OTHERWISE NOTED ALl. CONCRETE. PIPi* SHALL REINFORCED CICRETE PII� CLASS tlt. TE MAO, MAgISTERIAL... MATE MAX. MAXIMUM. . ALL, EXCAVATt041.. FOR NDERGRQU NST oN 'Mlt CO PLY WITH OSHA .STAiVDARAS FOR THE U Nt� PIPE t; ALLATI MUST ST M . , .. ; ... NDUSTRY (2M PAID'[ 192A ARK MH MANHOiE. ., OF CUEie: ML:. MIi.E RD MIN, MINIMUM : NQ i M9N; MQIVUMEN:T .. OF WAu,. MIL. METAt: 1 tN THE EVENT OF A RiSCREP CY B '3HE GENER AI. UTILITY NOTES CONTAINED HEREIN AND THE AN ET+A'EEN 5T MV N.I.G. METER VAULT .. NOT IIJ CO TRACT ,. A WATER ANa SEYi!ER GIrNERAL CONDITIONS, THE ASA WATER:. AND SEWER: tENERAt. CONLIITIONS MASONRY ONIT N.T.S. Npt.. Tp. SG.ALE SHALL BE EfiIFURt:EO,.:. �t N ... YVr~ N W.OR F ORI�tEEiL... aL RD. NF NORTHBOUND LANE X N MBER: . L>r t1S1QN NRv : NI~IN: RIYER, VALi.EY I. 1 MINIMUMW.N..CIF CO. TX' K S FEET. DEP : VER O1+I ALL GRAM SEWER LINES SHALL O'D'L MAMETa2 - . D tE MEi pip F I. INS TA O RNISH..D_CONTRACTOR. I.LEQ WNER Zw AI S Sl'iAL1: BE. SOR ALL CiA1If SEWER M SHALL BE R 35 P CXt E L. FORCE M N AIN QVA ALI. SEWIwR JT 4 I VEI3HEAR..2l PVC, OR EOVA OHE OVERHEAD: EL.ECTRIG PLAT BOOK 3k ALLCONNECTIONS T0::EXISIING RIVANNA WATER AND. SEWER AUTHORITY: (RMA) ,SYSTEM$14ALL, ,BE P.U. PUBLIC UTILITY IMMV'W BY RWSA PERSONEL WRING TAP OPERATION, X P.U. & D.E. PUBLIC UTILITY. AND DRAINAGE EASEMENT A EASEMENT :1 U.. P.. E P' SLUG UTILITY +.EASEMENT U.. POI .. ANY C LEANOUTS LOCATED. VATHIIV VEHICULAR. TRAVELWAYS SHALL Be PROVIDED WITH TRAFFICBEAR .. RON PIPE PE PED. YETHYtENE PEDESTAL .. . CLEANOUT COVERS IN :ACCORDANCE; 11 TH RW$A STANDAR4 )UT $ PG. PRE. PACE :: PROPOSEQ S. a i INSTA,.rATION. AND TESTING BALL: � IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF HEALTH ..AND PSI POUNQ ::PER, SQUARE !t4C#I. cocaNTY .SPEGII�ICAtIt)NS,. D CORNER PVC PVMT POLYVlNYL¢HLORIDE PAVEMENT. 8;; ABANDONED.. R LINES ARE T(? BE: Plt�(v p AFTER NEW LINE:: FfAS Sit INVALI.l D, .INSPEC�kl, T . R I ADJUS:.. . ACCEPTER? AN. IN USE, R.R. R AD RAILRO. :. . . RIGHT i}f--WAY. 7 S iAI.I: ,CURE EXIST K MI+N"O E AND .PROMDE A WATE :7%4T FUMBLE BOOT. CONTRA.CTC)R' SA RCA RD. REINFORCED GONCRM PIPE ROAD :.. 8, ALL* GRAVITY SEM.MAIN$ SHALL BE YM-MIN COUNTY RIGHT$- O -SWAY OR EA TEN.TS,. ... RIB'. RIrFERENCE , GRAVEL REG g REQUIRED 9.: THE CON :S#iAU, PLUG WITH :AN ANGLE TYING NUT TEST PLUG. THE CONI`IECTi #"OF BOTH >TNE "7 PA PAVEMENT RrAT: fthTA N ... ,:. I INQ , t,. T4: PR SEQ SEWER'. ES E STI Q SANI i!t'3 _ . Ttti �; .. N TIdE S NRTARY;:SEVYER. T DING A ARY SEWER PRi. O EXTEN REV. REMSION THE' PLUG SHALE. I MAINTAINED 1N _PI.AC.Z Olt SLs �i TIME AS' THE SEWER IS :CCM'E.ETED► INSI C'iEO, ID LANE ATE ANn A[N[`CO-Wn {3Y IUD'. f C11 fTY::`:GII1111R :LTC C !*1SAIT IAf+PG TfY:-APPGf�1RIA'3M-Y IRiS7A(.l ANt`3 I RwY. WATER S.D. SDMH N S.F. WL aSCH WFAOENOY MANAGEMENT' AGENCY ;AI+lT SPEC: IRON FiAT>K' MAP SP'TI< oR $SEW SMH ST. STA. R S.TD: STY;. NEEL, . ING. SAME PER :MINt7TE . SWMF T� IT AND URBAN DEVELOPMENT TOO P0. TO$ PW RAMP q TW SITE POLYP" YLENE.PIP E TYP. U:R I t P. WWI I` VESCN )N w.8. W' ,F. iT y hI o- W`TNK iSLANi? VAY M DRAIN '< M DRAIN MANHOLE ARE FEET HIOUNQ LANE DuLE T kFICAT1pN C TA14K tARY SEWER My SEWER: MANHOLE ON DART? Y MWATER MANAGEMENT EASEMENT MWAIER MANAGEMENT, FACILITY OF CURB/C;ONCRETE A C07TA PIPE SHONE:. OF BANK OF SLOPE dF WALL AL .... RGROUND iY P.Q! E. � STATES . IIA DEPARTMENT OF TRANSPORTATION VIA EROSION ANQ SEI IMF,NT COI T cdl HANDBOOK BO4K.:< ED WIRE FABRIO NOTE: ALL PROPOSED EASEMENTS SHOWN ON THIS SITE PLAN AMENDMENT ARE PROVIDED IN D.B. 4976, PG.89-98. ,-,LTH 0F� W'OTT 'R N� Lic. No. 035791 �-+ Iv ,� �SSIONAL E��1