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SUB201700099 Plat - Submittal (First) Preliminary Plat 2017-06-26
clEAUP'411 11off A -MI]i 0 A�_-1 0] A i -z 0- Ito -elm 0- io -i I � a � � � � -Is 1 L � � d 2 . . . . � � - . PPI C Sheet PP2 N Abbreviations, & Legend PP3 EConditions Overall M PP4 Grading Plan . PP5 G Plan PP6 G Plan PP7 G Plan . PP8 D 101151wo MENEM � 2 SEEN � A ■� e % ■ . � � c e � � U U ƒ � u 101151wo MENEM � � } SEEN ■� e ■ � e � � 101151wo MENEM 2 F - w w & ± 3 U) ��� �® �®..■■.� ADEX TITLE: E ppt SHEET NO:} of § � � } ■� e ■ � e � � 2 F - w w & ± 3 U) ��� �® �®..■■.� ADEX TITLE: E ppt SHEET NO:} of § EXIST -_ � PROP DESCRIPTION EXIST PROP DESCRIPTION MAX MAXIMUM ADJ ADJUST MIN MINIMUM AHD AH[AD MON MONUMENT CONCRETE APRX APPROXIMATE NIC N0T/N CONTRACT BS . NTS FLOW LINE ELEVATION BRE BASEMENT FLOOR ELEVATION 0C 0N CENTER 8|T BITUMINOUS OH OVERHEAD 8K 8ACK PE POLYETHYLENE 8W BENCH�ARK PERF PERFDRATED 8S BOTTOM OF SLOPE llwwa�rl � ZONING LINE x i?��'�� BW x 12BW BOTTOM OF WALL El EVATION CG12 ACCESSIBLE CURB RAMP . i? 6? TEST PIT LOCATION/BORING LOCATION -1 t1_1tffEr1fflR111*M M10 � LIMIT OF DISTURBANCE RE� REWOVE 0MP C0RRU�4T[D �ETAL PIPE REQD REQUIRED CONCCONCRElE AREA OUTSIDE �r`,'n�mv' RET RETAIN CY CU8|C YARD3 0 0 IRON FOUND CENTER TO CENTER R/# RIGHT OFWAY C&G CURB AND GUTTER R&D REMOVE AND DISPOSE DIA DIAMETER R&R REMOVE & RESET EL ELEVATION 3D SIGHT DISTANCE El EV ELEVATION �Q SOUARE ES END SECTION STA STATION EW END WALL SW SIDEWALK EX , SYEL SEWER LINE EXIST EXISTING SWLL SOLID MITE LANE UNE FDN FOUNDA110N 11 �. CG -2 FFE FINISHED FLOOR ELEVATION TBR TRENCH DRAIN CTD GRADE TO DRAIN TC TOP 0F CURB |RR0N FOUND TS TOP OFSLOPE IS IRON SET TYP TYPICAL LA LANDSCAPE AREA UQ UND[R0R0UND LOD LIMIT 0FDISTURBANCE VE3CHVA. E&S CONTROL HANDBOOK LF LINEAR FEET YDS YARDS !VoOfiOno not shown when, in the opinion of the C0UDtv Engineer,or designee, � is deemed __REAR i �V���l gUnrdraU is nmqU|[ed' it shall be iDStVUod four feet offset from the edge pavement to the face of guardrail, and roadway shoulder widths shall be increased to � F�� �Vf 10 F1-1_11 11.11E1111ETI'll 11 -4 BUILDING ENTRANCE .1 . OHW OVERHEAD ELECTRIC WIRE ,4 1��_ BOLLARD 1- .... -111.1 - UNDERGROUND TELEPHONE LINE C; 0 STEEL GUARDRAIL -1-111-1-1--11.11-1-- C' E E PLUG OR STUB . FLARED END SECTION 10000 co co 111111060111111111:1001*0 0111611=1 I i I INDEX TITLE: I t"' P 2 j I 1 � I i I_ - -1 I SHEET NO: 2 of 8 1 -1, GAS METER Ill 11 I - ", _� ACCESSIBLE CURB RAMP I k + LIGHT POLE &, (i�- HANDICAP PARKING 0 0 TELEPHONE MANHOLE , .�_,, I VAN -ACCESSIBLE HANDICAP PARKING 1 � GRASS �� EC -2 BLANKET MATTING NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. �� RM EC -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. )NTRACTOR'$ COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR I� REQUIRED TO OBTAIN ANY/AU PERMIT . S REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2 ANY 11ME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXIS11NO EASEMENT. THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO iE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED I. %�,E RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VE � RIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION �AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5 THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCWD114G UTILITY POLES. O. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. & CONTRACTOR SHALL- � BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, A. CONTRACTOR SH ALL ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORTIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SH CONTROL S|uxmwm|Em xonOFr uoxmG Conu/nuu//vn TO rncEm/ °u,c"S" .M,"^.^ TO OFF SITE A``"^ A,, SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TOOWNER. N1�01 UTILITY ARV AIR RELEASE VALVE BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION D| DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT RN ��CEW�N F�C FR�WE AND DOV�R F&C FRAME AND GRATE ST �RE�SE TRAP QJ GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT MH MANHOLE PVC POLYVINYL CHLORIDE RIM NM ELEVATION SAM SANITARY SCC ST0RWWATER CONVEYANCE CHANNEL 3D STORM STB DRANA8E �T�UCTURE TSV TAPPING SLEEVE & VALVE UP U11UTYPOLE #L WATER UNE WW WATER METER WV WATER VALVE 6"V 8" VALVE 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM <VSMP\ GENERAL CONSTRUCTION PBRMIT/GCp PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT UFCONSERVATION AND RECRB00N(DCR)UNDER THE JURISDICTION OF THE EPA. PRIOR 0THE START OFCONSTRUCTION, THE CONTRACTOR SHALL FILE ADCP NOTICE OFINTENT WITH THEQCR AND PREPARE A Sl07MYAl8R PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE NTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE|NACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE UFDEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15 EXISTING UTILITIES SHALL B[TBRM|NATE0 UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL STATE AND INDIVIDUAL COMPANY STANDARDS 3PECRCA�0N�IAND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill tobowithin 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. 1 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take p|000 until the site is stabilized, and penm(ca|Vn has been obtained from the County erosion control inspector. -�ININ������ill���ll���������l��ll�l����l������������l����� ,Fe--N�tal��ll����',����-li���������IlI � GENERAL 0. 30 AC � � '41 1 � conference, one week prior to the commencement of land disturbing activity, and one week ABAN 5. MAX MAXIMUM ADJ ADJUST MIN MINIMUM AHD AH[AD MON MONUMENT CONCRETE APRX APPROXIMATE NIC N0T/N CONTRACT BS BACK 0FCUR8 NTS NOTT0SCALE BRE BASEMENT FLOOR ELEVATION 0C 0N CENTER 8|T BITUMINOUS OH OVERHEAD 8K 8ACK PE POLYETHYLENE 8W BENCH�ARK PERF PERFDRATED 8S BOTTOM OF SLOPE PROP PR0P�SED SB CATCH BAS|N PRVD PROVIDED CG12 ACCESSIBLE CURB RAMP PWN PAVED WATER WAY � CENTER UNE RCP RBNFORCED C0NCRETE PIPE CL CHA|N UNK RE� REWOVE 0MP C0RRU�4T[D �ETAL PIPE REQD REQUIRED CONCCONCRElE AREA OUTSIDE �r`,'n�mv' RET RETAIN CY CU8|C YARD3 RT R|�HT C/C CENTER TO CENTER R/# RIGHT OFWAY C&G CURB AND GUTTER R&D REMOVE AND DISPOSE DIA DIAMETER R&R REMOVE & RESET EL ELEVATION 3D SIGHT DISTANCE El EV ELEVATION �Q SOUARE ES END SECTION STA STATION EW END WALL SW SIDEWALK EX B0STINC SYEL SOLID WHITE EDGE LINE EXIST EXISTING SWLL SOLID MITE LANE UNE FDN FOUNDA110N TBA T0BE �8ANDONED FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED CTD GRADE TO DRAIN TC TOP 0F CURB |RR0N FOUND TS TOP OFSLOPE IS IRON SET TYP TYPICAL LA LANDSCAPE AREA UQ UND[R0R0UND LOD LIMIT 0FDISTURBANCE VE3CHVA. E&S CONTROL HANDBOOK LF LINEAR FEET YDS YARDS N1�01 UTILITY ARV AIR RELEASE VALVE BOA BLOW OFF ASSEMBLY CO CLEANOUT CTV CABLE TELEVISION D| DROP INLET DIP DUCTILE IRON PIPE ELEC ELECTRIC FH FIRE HYDRANT RN ��CEW�N F�C FR�WE AND DOV�R F&C FRAME AND GRATE ST �RE�SE TRAP QJ GATE VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT MH MANHOLE PVC POLYVINYL CHLORIDE RIM NM ELEVATION SAM SANITARY SCC ST0RWWATER CONVEYANCE CHANNEL 3D STORM STB DRANA8E �T�UCTURE TSV TAPPING SLEEVE & VALVE UP U11UTYPOLE #L WATER UNE WW WATER METER WV WATER VALVE 6"V 8" VALVE 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM <VSMP\ GENERAL CONSTRUCTION PBRMIT/GCp PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT UFCONSERVATION AND RECRB00N(DCR)UNDER THE JURISDICTION OF THE EPA. PRIOR 0THE START OFCONSTRUCTION, THE CONTRACTOR SHALL FILE ADCP NOTICE OFINTENT WITH THEQCR AND PREPARE A Sl07MYAl8R PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE NTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE|NACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE UFDEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 15 EXISTING UTILITIES SHALL B[TBRM|NATE0 UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL STATE AND INDIVIDUAL COMPANY STANDARDS 3PECRCA�0N�IAND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill tobowithin 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. 1 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take p|000 until the site is stabilized, and penm(ca|Vn has been obtained from the County erosion control inspector. -�ININ������ill���ll���������l��ll�l����l������������l����� ,Fe--N�tal��ll����',����-li���������IlI � 1. The plan approving authority must be notified one week prior to the pre -construction '��s erosion control plan and snail be installed prim to any clearing, grading or other 0. 30 AC � � '41 1 � conference, one week prior to the commencement of land disturbing activity, and one week 'OPEN SPACE C 1 5. construction. 2. All erosion and sediment control measures will be constructed and maintained according to 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. to N]OT CG -9(A, B or C\. �,OPEN SPACE F � 0. 17 AC I � I � ; 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, O. Where nNnJ| cross sections are iDwtoU0d^ all residential driveway entrances ahoU conform to PROVIDED: ' ' , , 1MINIMUM2 SPACES PER UNIT � OK i |osaor o|opon of 3:1 or bettor are to be achieved. � . VDOT standard PE -1. GROSS DENSITY 8. During dewatering operations, water will be pumped into an approved filtering device. 0. Paved,rip-rap or stabilization mot \hlod ditch may be required when in the opinion of the 7. CVO1Aiioncw with the nllDinnU[n pavement width, shoulder width and ditch sections, as '~ producing nJiOfo|l event. Any OnoeoaOry repairs or C|eoDUp to maintain the effectiveness Of County Engineer, or designee, it is deemed necessary in onJn[ to stabilize o drainage shown VD the tvoino| pavement section detail, nhoU be strictly adhered to. w . ....... ... -,- "' - -"..-,. � _ _� channel. O. Rood p|oD opprVwli for subdivisions is subject to final subdivision plot validation. Should 11. All waste D1Ofe[iOla shall be taken to on approved waste area. Earth fill shall be inert 7. All traffic CVOtn3| signs shall cuDfORD with the YlFgiOlO Manual for Uniform Traffic materials only, free of r00to. stumps, wood, rubbish, and other debris. final plat for this project expire prior to signing and [eC0[datiuD' then approval of these I i I i ------- Control Devices. �59 SFD UNITS � 590 VPD I plans ohoU be null and void. ; . ...... 8. Unless otherwise noted all cnDnn:tn pipe nhoU be reinforced concrete ^po-Quon U|. 8. All signs or other regulatoryconform with the Virginia Manual for Uniform Albemarle. S. All excavation for underground pipe |netoUa[iuO rDVot comply with OSHA Standards for 14. Borrow, fill or waste activity involving industrial -type power eqUipnnoOf ShOU be limited to liaf�o Control Devices and the Albemarle 0nWOty Road NOm8|Dq and Property Numbering � ,I 11 ------ the Construction Industry /28 CFIR Part 1828\. 0Fd�MOO�� �D� �o�U��. � i5O%ASSUMED 1330 VPD '; , AREA OUTSIDE �r`,'n�mv' | 1 IZONING INFORMATION R6, FLOOD HAZARD OVERLAY DISTRICT, AND ,I 11 � GENERAL CONSTRUCTION NOTES FOR STREETS: � MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT I � � 1. Construction inspection of all proposed roads within the development will be made by the G[orDwofoF nUaDogODlonf facilities where applicable oU orO��OD COOfPV| Dl�ODuF�S r�qVi[�� OF /�� �uuuu�u+o» by this plan regardless of the sale of any lot, QD|f. building or other t| f the prVp8rfy. CDuDty. The contractor must notify the Department of Community Development (296- -__-- _- 17. Temporary stabilization shall be temporary seeding and mulching. Seedingis to be at 75 T(�K\LOp�NOpA�� 8. 81 �� -11.11111-11____ ____ ______ 5832) 48 hours in advance of the start of construction. . THE SITE IS LOCATED WITHIN A WATER SUPPLY PROTEC � 2. Upon completion of fiDo grading and preparation of the roadbed sUbgrude, the contractor � } | � � mhOU have CBR tests performed on the mUbQ[udn soil. Three copies of the test results ahnU be submitted to the County. If o mubgnode soil CBR of 10 or greater is not obtainable, o revised pavement design shall be made by the design engineer and submitted with the test III results for approval. 3. SUrhzoo drainage and p' right-of-way must be retained within the public ��t-Vf-�oy 0[ within prior to OcCepfOOoe by the County. All drainage outfall easements are to �VUOdory line or O DQtUnJ| watercourse. /[ GUQn][ai} locations are approximate. Exact length, location and appropriate end treatments I 0 will be field verified at the time of cODsfFUcfipD, Additional guardrail brequired Of -� ft -- !VoOfiOno not shown when, in the opinion of the C0UDtv Engineer,or designee, � is deemed __REAR i �V���l gUnrdraU is nmqU|[ed' it shall be iDStVUod four feet offset from the edge pavement to the face of guardrail, and roadway shoulder widths shall be increased to � F�� �Vf 10 F1-1_11 11.11E1111ETI'll 11 1. The plan approving authority must be notified one week prior to the pre -construction '��s seven 0. 30 AC � � '41 1 � conference, one week prior to the commencement of land disturbing activity, and one week 'OPEN SPACE C 1 5. Where urban o[usn sections are installed, all residential driveway entrances shall conform 2. All erosion and sediment control measures will be constructed and maintained according to [ I � � ;1 � to N]OT CG -9(A, B or C\. �,OPEN SPACE F � 0. 17 AC I � I � ; Handbook and Virginia Regulations VIR 625-02-00 Erosion and Sediment Control 'OPEN SPACE G � O. Where nNnJ| cross sections are iDwtoU0d^ all residential driveway entrances ahoU conform to PROVIDED: ' ' , , 1MINIMUM2 SPACES PER UNIT � OK i land disturbing activities and during site development until final stabilization is achieved. � . VDOT standard PE -1. GROSS DENSITY 8. During dewatering operations, water will be pumped into an approved filtering device. # OF LOTS i �69 (49 SFD, 10 DUPLEX 10 FUTURE TH) i 7. CVO1Aiioncw with the nllDinnU[n pavement width, shoulder width and ditch sections, as '~ producing nJiOfo|l event. Any OnoeoaOry repairs or C|eoDUp to maintain the effectiveness Of -''' ' -�� shown VD the tvoino| pavement section detail, nhoU be strictly adhered to. w . ....... ... -,- "' - -"..-,. � _ _� 10. All fill 0otehV| to be taken from On OppnVved, designated borrow area. O. Rood p|oD opprVwli for subdivisions is subject to final subdivision plot validation. Should 11. All waste D1Ofe[iOla shall be taken to on approved waste area. Earth fill shall be inert materials only, free of r00to. stumps, wood, rubbish, and other debris. final plat for this project expire prior to signing and [eC0[datiuD' then approval of these I i I i ------- --- -'�'-the �59 SFD UNITS � 590 VPD I plans ohoU be null and void. ; . ...... i ! . I .... 'UNITS 13. All inert 0otwr|oln shall be transported in compliance with section 13-301 of the Code 0f 8. All signs or other regulatoryconform with the Virginia Manual for Uniform Albemarle. PRESERVED SLOPES 1 � � . . 14. Borrow, fill or waste activity involving industrial -type power eqUipnnoOf ShOU be limited to liaf�o Control Devices and the Albemarle 0nWOty Road NOm8|Dq and Property Numbering � ,I 11 ------ --------- --�' -----------' 1. 0Fd�MOO�� �D� �o�U��. � i5O%ASSUMED 1330 VPD '; , AREA OUTSIDE �r`,'n�mv' | 1 � iOOp[VvOnloDta' and damage to any public street b0ooUoo of slides' oinking. or collapse. |BUFFER/\NOFLDODPLA}N Y |13���� � � | 1. The plan approving authority must be notified one week prior to the pre -construction '��s 'OPEN SPACE B � 0. 30 AC � � '41 1 � conference, one week prior to the commencement of land disturbing activity, and one week 'OPEN SPACE C 1 6.52 AC I I 11 I I 2. All erosion and sediment control measures will be constructed and maintained according to [ I � � ;1 � minimum standards and specifications of the Virginia Erosion and Sediment Control �,OPEN SPACE F � 0. 17 AC I � I � ; Handbook and Virginia Regulations VIR 625-02-00 Erosion and Sediment Control 'OPEN SPACE G � . C � s ) I 7 All disturbed areas are to drain to approved sediment control of all times during PROVIDED: ' ' , , 1MINIMUM2 SPACES PER UNIT � OK i land disturbing activities and during site development until final stabilization is achieved. � . I 8. During dewatering operations, water will be pumped into an approved filtering device. . I ^-'''- I I '' ^`~ 8. The contractor shall �apout all erosion ooDtnd measures 'od|ooU and after each runoff JADT '~ producing nJiOfo|l event. Any OnoeoaOry repairs or C|eoDUp to maintain the effectiveness Of 5. Prior to commencing land a������C�������d��e� w . ....... ... -,- "' - -"..-,. � _ _� - - Vocmuog, but not limited to, off-site borrow or *onta the nnntrocTn[ shall submit a I (80% MAX) � 39.95% � OK � �, supplementary erosion control plan to the owner for review and approval by the plan ; I TYPE OF LAND COVER � PRE -DEVELOPMENT i % I POST -DEVELOPMENT ,I % i I -. ..e contractoris responsible for installation.of any additional.erosion control= ".,.~..,~ [ � necessary to prevent erosion and sedimentation as determined by the plan approving '�REQUIREMENT �2 SPACES PER UNIT � : � Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be q ;59 UNITS X2 = 98 SPACES I 7 All disturbed areas are to drain to approved sediment control of all times during PROVIDED: ' ' , , 1MINIMUM2 SPACES PER UNIT � OK i land disturbing activities and during site development until final stabilization is achieved. � . I 8. During dewatering operations, water will be pumped into an approved filtering device. . I ^-'''- I I '' ^`~ 8. The contractor shall �apout all erosion ooDtnd measures 'od|ooU and after each runoff JADT '~ producing nJiOfo|l event. Any OnoeoaOry repairs or C|eoDUp to maintain the effectiveness Of the erosion control doWowo ahoU be made immediately. w . ....... ... -,- "' - -"..-,. � _ _� 10. All fill 0otehV| to be taken from On OppnVved, designated borrow area. 11. All waste D1Ofe[iOla shall be taken to on approved waste area. Earth fill shall be inert materials only, free of r00to. stumps, wood, rubbish, and other debris. �11 I i I i 12. Borrow or waste areas are to be reclaimed within 7 days of corDp}ehOD per Zoning leSFD + DUPLEXADT �59 SFD UNITS � 590 VPD I Ordinance section 5.1.28. ; . ...... i ! . I .... 'UNITS 13. All inert 0otwr|oln shall be transported in compliance with section 13-301 of the Code 0f 'SFA ADT (FUTURE TO ) SF-A- 3110 170 VPD i i Albemarle. . � � . . 14. Borrow, fill or waste activity involving industrial -type power eqUipnnoOf ShOU be limited to �AREA OF OPEN SPACE IN THE i � ,I 11 the h0Uny of 7:00a0 to 9:00p0. � � i 15. BO[n}w, fill or waste activity shall be conducted in a safe [DaDDe[ that maintains lateral i5O%ASSUMED 1330 VPD '; , 0UppV[f. or order to minimize any hazard to persons, physical damage to adjacent land and iOOp[VvOnloDta' and damage to any public street b0ooUoo of slides' oinking. or collapse. 16. The developer ohoU nouerwu the right to inotaU, mointo(n, nonlOvn or convert to permanent 'OUTSIDE G[orDwofoF nUaDogODlonf facilities where applicable oU orO��OD COOfPV| Dl�ODuF�S r�qVi[�� OF /�� �uuuu�u+o» by this plan regardless of the sale of any lot, QD|f. building or other t| f the prVp8rfy. -__-- _- 17. Temporary stabilization shall be temporary seeding and mulching. Seedingis to be at 75 T(�K\LOp�NOpA�� 8. 81 �� -11.11111-11____ ____ ______ lbs/acre, and in the months Of September to February to CVOs|St a 50/50 Dl|X Of Annual _-��______�_____________�_______________________ _____-__�__-_-_____________� Ry�grO�� �O� ��r�O� ���� �yo' O[ |n March and An[� [o oono�a� of AODUo| ��� C� May , �PEROENT��EOFDPEN ______ | � � } | � � Alternatives are subject to approval by the County erosion control inspector. I (80% MAX) � 39.95% � OK � �, 18, Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. � ; � L I 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/ocre and consist of 95% Kentucky 31 or '�REQUIREMENT �2 SPACES PER UNIT � : � Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be q ;59 UNITS X2 = 98 SPACES I applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control PROVIDED: ' ' , , 1MINIMUM2 SPACES PER UNIT � OK i _ ____ 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage t I � q . I or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned JADT � . � reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes w . ....... ... -,- "' - -"..-,. � _ _� final site stabilization, when measures are no longer needed, subject to approval by the �11 I i I i County erosion control inspector. leSFD + DUPLEXADT �59 SFD UNITS � 590 VPD I 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of ; . ...... i ! . I .... 'UNITS approval. (Water Protection Ordinance section 17-204G.) 'SFA ADT (FUTURE TO ) SF-A- 3110 170 VPD i i 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after . � � . . the date the land disturbing activity commences. (Water Protection Ordinance section 17-207 . ' 1660 VPD ! � TOTAL ADT CLING LANE � � i � TOTAL ADT ORCHARD DRIVE i5O%ASSUMED 1330 VPD '; , DATE: 06/26/2017 li 11 to I 1111 I III I 0 ft 10000 111111060111111111:1001*0 0111611=1 I i I INDEX TITLE: I t"' P 2 j I 1 � I i I_ - -1 I SHEET NO: 2 of 8 1 DATE: 06/26/2017 - ------ - ---- --- ------------ - ----- !L C:2), -ji ----------- - ------- --- r ----------------- - - -------- Lj ------ - --------- .. . ...... . ... ..... -------- 736 ..... . .. ------ - ------ ........ - ---------- - - --- _--------- 5 750--, + [V 7, 752 EFFECTI -E-.-MO r7t_ 17 -1 - Ll - ------ ---- EL -71, 08 -7 -- - ------- ------ -------------- ------------- 01 b� MEN 766 0- `j 806",, .. ..... ..... ... TELEPHONE EASEMENT DB 1297 --?G 571 T ALE:— A, fit 15'MRGINIA "�p POWEREASEMENT N, (�KK) CATI APPR (IMK�E LO �k j -766 DEI 1284 PG qN AJNAGEEAS�MEN1,,, 348 2- mi�m 0 M" 15'CENTRAL ------ -- ----- - 'D . .... -L-20- > is s �7_�- - TO BE FA TED -------------- - - _ -, I .. ____ __z -11--, i, 'A 1 CA F. MYERS TING �6PERTY L ic. No. 33028 am Ex A 4 -,H' �6�--C�_oncrete--D MI is in g,. iig - ----------- 15' AINAGE EASEMENT I 'o 06/26/17 40 A if . ...... b-o"re-move ith PO --------- Q5 ------- �'Subject_-to--A --perm- R . ........ SANITA COURSES— - EASEMENT' NAL_ 348 -1316 PG A 15' DRAINAGE EASEMENT V10 AIO 13 IE EW 0 A,1 %U�NTD " ' C S DRAIMA 013 1255 PG 414 ------ --- - :Nq ------------- < '01 tQ - -- - ---- _.-TO& StI Quill ---------- c) V -�-�uf er '(,-EFFECT > Lu -EAM CL -----TMP 55C-03-A----- Zk V 2 j 12.810 ACRES --- ---- --- DRAINAGE, C) Z TMp_1 �56A Y 2., lip 87 A ED cn 7' TMP 56A-1-0 --- - - --------- A TMP 55C -B STANGIL, PAUL OR DB 4391 PG 744 B TMP 55C -C-24 PUGH, JOSHUA DB 4484 PG 649 C TMP 55C -C-23 CHASE, CYNTHIA C DB 2313 PG 627 D TMP 55C -C-22 HUFF, CARLTON W OR DB 848 PG 457 E TMP 55C -C-21 LYNCH,ROBERT DB 4025 PG 246 F TMP 55C -C-20 CORNEJO, BARBARA DB 953 PG 122 G TMP 55C -C-19 GIBSON, ALMA W DB 510 PG 599 -42a-AC ''STREAW"CE"' 4. R s 4 14& - - - - - - - - - - - -- --- ---------- _j zjw Strec[m--,- b6- - - 7 -100, r__ LLJ U) ...... ... .. ... ... .. ... .. --------- A -758, ............ 76a. I �'DRAiNAGE EASEMENT 7fo-- 7AA Z_� M TMP 55C -C-13 WALTON, MICHAEL W OR ROBIN P A DB 1162 PG 001 N TMP 55C -C-12 SMFFLETT, TONY LEE OR LILA KAYE DB 2317 PG 261 0 TMP 55C -C -I I JAMISON, JACKIE OR AUSTIN DB 3389 PG 600 P TMP 55C -C-10 DIX, GLENYS M DB 1163 PG 619 Q TMP 55C -C-09 OR ERIN Q SHIFFLETT, D JASON OR MEGAN ELIZABETH DB 3559 PG 048 H TMP 55C -C-18 VARNER, KENNETH E JEAN C DB 547 PG 591 I TMP 55C -C-17 JONES, HELEN B DB 2482 PG 231 TMP 55C -C-16 WELLS, ANTHONY K DB 2885 PG 215 K TMP 55C -C-15 SHIFFLETT, ROBERT L OR SHARON D DB 1755 PG 194 L TMP 55C -C-14 OLSON, LARRY K OR HENRIETTA G DB 674 PG 243 R TMP 55C -C-08 GIBSON, JULIE RAE DB 2094 PG 577 S TMP 55C -C-07 RUPPERT, WILLIAM EDWARD OR NELLIE SUSAN DB 4345 PG 304 T TMP 55C -C-06 FITZGERALD, MITCHELL T JR OR MIRANDA N DB 4353 PG 161 U TMP 55C -C-05 SWANSON, JEFFREY E OR FABIENNE M DB 2398 PG 232 c) (�j _01) 7 EFFECTIVE M EQ 100 YR FLOOD'PLAt. .7, S-'- "IN, __ Z7_�_ z, Y NO MAP # 30'ROAD IV UNAINAtAi M, 6i \32Z PG 146 < DB 265 PG 344 'DRAIMQE EAS�MtNT'��,�', Z z (D Al aged Slofie Z NO TMP 41 STREAM CL Z�' -O&WAY RAILROAD RIGHT V TMP 55C -C-04 MALONE, HENRY 0 OR MONIKA OR MICHAEL A MALONE DB 3628 PG 321 W TMP 55C -C-03 MCDANIEL, BRENDA S DB 900 PG 079 x TMP 56AI-1-26 MARSHALL, MICHAEL J OR ALICE R DB 2057 PG 159 70a AA TMP 55C-03-30 2, i N1�1 Nj LUECKE, ROBIN J DB 3612 FIG 210 -BUILT DATA A S cu V it 746 �,T -03-29 STR #1 ST: I o KK TMP 55C-03-22 BB TMP55C TOP 770.41 TOP 7611 �80' z VONN, MICHAEL E OR KFJSTIN "VANVyv 8" PVC OUT TO #3 764,11' 8" DI IN FROM #3 744.50' DB 3934 PG 359 CROMER, SHIRLEY H DB 1337 PG 295 STR #2 R TOP 768.45' STR #11 8" PVC OUT TO #9 744.31' CC TMP 55C-03-28 0� 8" PVC OUT TO #3 758.80' TOP 761.92' -03-21 _T LEWIS, REVA A LL TMP 55C 8" DI IN FROM #12 745.99' STR #3 RASCLE, SERGE OR PENNY CHANG DB 1330 PG 202 8" DI OUT TO #10 745,82' R�N 7 - TOP 764.61' 'A RN� ge, DB 3392 FIG 158 ERR, 1 00'_5�re am c 8" PVC IN FROM #1 754.65' STR #12 Buff6� DD TMP' 5C-03-27 8" PVC IN FROM #2 754,55' TOP 759.75 .5 q7j THACKER, JAMES E OR BERNICE E NAAR MM TMP 55C-03-20 8" PVC OUT TO #4 754,53' 8" DI IN FROM #13 747,80' E i 8" PVC IN FROM #17 747,73' DB 1870 PG 153 SALISBURY, BONNIE L STR #4 C:, 8" DI OUT TO #5 747.65' -Preserved TOP 761.49' --- 4 DB 1444 PG 206 71311 E 0%, gpes- S1 a E 8" PVC IN FROM #3 751,48' X EE FUTURE STREET STR #1 2A n �D A 8" PVC OUT TO #5 751.28' P, j 50'RIGHT OF WAY -03-19 TOP 765.49' 1 J, g NN TMP 55C it 8" PVC IN FROM EX. 759.19' <Z) DB 1255 FIG 414 RICHARDSON, ELLEN M OR ROBERT M STR #5 TVP .55 c'_1 0a 8" PVC OUT TO #12 759.07' TOP 747.36' DB 3472 PG 007 E-4 c2) Wdl STR #13 8" PVC IN FROM #4 738.58' STR EA M F4 vi: 'llic", FF TMP 55C-03-26 TOP 752.30' 8" PVC IN FROM #9 738,58' E-, WOODSON, RUSSELL WILLIAM 00 TMP 55C-03-18 8" PVC IN FROM #14 749,80' 8" DI OUT TO #6 738.46' Q-4 GUYTON, JASON RYON 8" DI IN FROM #15 74139 DB 3488 PG 513 DB 4002 PG 047 0, 8" PVC OUT TO #12 749.2 V STR #6 STR #1 7: TOP 746.55' ...... ..... . ... . GG IMP 55C-03-25 STR #14 TOP 773.04' x PP TMP 55C-03-17 8" DI IN FROM #5 736.55' TOP 756.82' 8" DI OUT TO #8 75 .25' BRADLEY, BONNIE LEE MORGAN, TERESA W 8" DI IN FROM #7 735,16' DROP 738.81 8" PVC OUT TO #13 750.42' DB 1383 PG 377 DB 1407 PG 560 8" DI IN FROM PEACH TREE 735.03 DROP 738.60' STR #20 STR #24 w R -St eam --Y r 8" PVC OUT TO EX. 734.95' STR #15 TOP 745.47' TOP 726.05' TOP 758.42' 8" PVC IN 729�68' 8" PVC IN 718.82' HH TMP 55C-03-24 QQ TMP 55C -03-B STR #7 8" PVC IN FROM #16 753.00' 8" PVC OUT 729.48 8" PVC OUT 718,62' . ... ... ASSOCIATION INC w CROZET CROSSING COMMUNITY MAR -SHALL, NANCY H OR REBECCA E w TOP 752.73' 8" DI OUT TO #13 752.92' STR #21 STR #26 DB 4388 PG 295 C/O PIEDMONT HOUSING ALLIANCE 8" DI IN FROM #8 746�90' - - ----- - TOP 737.16' TOP EIK61' - -- -- ---- DB 2228 PG 122 8" DI OUT TO #6 746.80' STR #16 -STREAM C, 8" PVC IN 728J9' 8" PVC IN 682.71' DOM. PROJECT NO:15.002C TOP 760,99' RR TMP 56-115 8" PVC OUT 727.99' 8" DI OUT 682.51' . ..... 11 TMP 55C-03-23 8" PVC OUT TO #15 755.58' STR #8 . ... ... INDEX TITLE: VUE REALTY PARTNERS, LLC GREENLEE, CLYDE V OR CARRIE L TOP 766.49' STR #22 STR #27 ------- DB 1:352 PG 322 DB4856 PG 582 8" DI IN FROM #19 753.39' TOP 734.21' TOP 68&48' 8" PVC IN 727.10' 8" DI IN 680.86' 8" DI OUT TO #4 753.41' 8 " PVC OUT 726.90' 8" PVC OUT 15K66' PP3 JJ TMP 55C -03-B STR #9 STR #23 STR #28 0 CROZET CROSSING COMMUNITY ASSOCIATTON INC TOP 748,98' .. ... . ----------- SHEET NO: 3 of 8 TOP 739.58' TOP 688.44' 8" PVC IN FROM #10 739,63' CIO PIEDMONT HOUSING ALLIANCE 8" PVC IN 725.73' 8" PVC IN 678.96' 8" DI OUT TO #8 739.41' DB 2228 PG 122 8" PVC OUT 725.53' 8" PVC OUT 678.76' DATE 06/26/2017 '.,.r+�•� .,i:' i�,.,""'.; ' 1 .M",. / 1 j-1111 -_.-1111 1111.-1111. .1 Ir l 4' �' / ryjif / / 1 _ ._ _ - _ __ .. .__ - ; ,/•.w-- . ,Cv, �!: �,V_,` d er/ 1, W � / n - / .; {/, ` i 11-1-1- l- . _ � � " , � ; � r a _ -- � � r Co rt ' � `���� / 30 ,� 30 '� EiD 90 r�: < .,i Q r/ ' �\,1111, � - a- e E ,' _ �a _ _ _ 11 \ \ // _ _ 7 1111;., w, V �i% L2� YY �Cp p N N cV Ch \ „ C, ! ij�° Ly f / /> ,.,.�wg,,:7• i q .,.., In ?4. �r 'fie »_ f , 0, �("I - uj � '+. / : / /, .b 1111 11 11 _, r SCALE: 1 -30 Q (o - ,>, \ \ O Z \A � S � __ - - �=._- ,� ��� , :� 1111 �>� % , e �.�- �-� � M CIS NE P � �_.._ ___- ___ 111-1-_ \ r FN ;'; / c-> o � \ Y / /Rlr �- , _�..� 6'' V� 7� : m / S / LINAGE , ,� ,-'- :� �, � it o 1111 1111 1111 . \ r ! 1111-.�"�"" � ":j o !� s ":5 o�C: $S" W' ! 11 11 't i \ c j' ; m m \ : EASE <; ,,,.'/.;,. 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W_ - - - - - - - (� _. - ___ - ----- -301 1 _1- ,I--.- _60 _,_ __ , ---- ------- ga --- ---- SHEET NO: 6 of 8 1 1 / -- ---- I . - / \, 11, . � __ �,�61a.__. ,., I �\ \ 1, � __ ___ - / I I � __- � _ -..--' ___., I \ \ \, I \ \ \ / \ _ - - - - " - _ _ - - - --- . - I -I ,-,-, ____ __ r, \ .-, 1- - -.1,__ _ - _ _ ,,-,..- __ ___ - __ - __ \ \ - _ ___ ____ --- i . I - -- .. - -,.- .- -.I-. -,-.-.,- __ .- - -,, --- ___ ,-1 - V --- -"- I- \ \ \ \ \ I --- DATE: 06/26/2017 1 ---- / I _ I- \ --, \ \ -- ,_ -1 / I . I __[� I -.-/ . ........ __ __ _- _ -.-.-. -- I — I - __ - - - \ F1\ / \. I � _'. __ - _)" - I. I_ 1_ _- --- -- - - - - - __/__ _._ r I WATERLINE \ " co co 0 ______-------—�---------- ~__c. No. 33028 / EASEMENT / _ __ __ ~ ___________ / ' ��/ / \ � _- -- -- -----------------_/_____ / / \ �' '''�''' /~ ^ ---------7---- 06/26/17 � �� / \ 8 �J(� \ .^' \ uu/o/u / v u � _AREA 0.65 ac (28,2/61.64 SF) mSANPublicPROP 10'DRAINAGE -2- -1PROP STORM at- momDRAINAGE 4,966 SFdDpdO_Z26 sq ft5,009 ft5,009 SIF 4,661 SIF4,704 SIF3,877 SF I SLAB=760.012 IN Ac------------- 01Lot 59 Lot 60 Lot 61 Lot 27 �.ot 28Lot 57 SLAB=7510 SLAB=750.04,922low rurt 1.512 Fern wa s 749 s 7- PRUP DRAINAG EASE 5,314 SIF C/ 13F=-744. BE 742.0 BF=739.0 NO WS Lot '34,. 30 0 30 60 90 INDEX TITLE: p =741 39.0 AHIJKOXIMATE LIMITS hDPE ANDWAR RI O 'I i 73 QNN VJ C7 �., I✓r m>mmc) " CE 16 cock j� a Vm- vim- o Uj b, CG 8 s I NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. {3. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. „ �� 4000 PSI IF PRECAST. eel 3. COMBINATION CURB & GUTTER HAVING A RADIUS ,+� hS _ I'I ALONG FACE BEP D FOR AS RADIAOF 300 FEET OR L COMBINATIIONOCURB &) SHALL �. e GUTTER. 4. FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTERBE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION DESIGNAND 2' R OF THE VDOT �ROAD DESIGNWAPPENDIX A MANUAL D 50' Public R/W 70' Public R/w 6"�✓ MI o.33028 S o IN 5' 6' -- 24' Curb To Curb — 6' 5' - 5' 6' — 24' Curb To Curb 6' 5' 06/26/17 A , �, . , . 1.5' Sidewalk Planting Planting Sidewalk 1.5' Sidewalk Planting Planting Sidewalk ©� w Q p P p T Strip a.s' 2.5" IM 19.OA 0.5' Strip T Strip 0.5' 2.5" IM 19.OA a5' Strip ONAL � A � � Yp s a A Typ. 1.5" SM 9.5A Typ. yp, ryp. 1.5" SM 9.5A Tm. SI E� — — — — — THE BOTTOM of THE cuRB Aral? 2% SLOPE 2% SLOPE _ %2 o SLOPE 2% SLOPE GUTTER MAY BE CONSTRUCTER CG-6 CG-6 — PARALLEL TO THE SLOPE OF _ .c..o.,:.. :.f,...... ...,.. �. ,..., ., SUBBASE GrauRSEs PROVIDED A Install sidewalk a Install sidewalk a ., .. x• .. . , ^. ,.tet' -. .. .�)"..' . .: ..:,. , ,.. ., . .. .� .`\ : .. MiNtMHAd DEPTH OF 7 +�+ Is M,AINTANEO. shown on plans a THIS AREA MAY BE CONCRETE Depth - 4 De til - 4 r Ga AT THE OPTION OF THE CONTRACTOR P 7 COMPACTED SUBGRADE� COMPACTED SUBGRADE_ 95% COMPACTED 6" VDOT 21A 95% COMPACTED 6" VDOT 21ALU t.� I1] U) _CIO SPECIFICATION REFERENCE., COMBINATION 61CURB & GUTTERL REV. 9/06 3022 I VIRGINIA DEPARTMENT OF TRANSPORTATION 2.9/0 W � 011.03 1 CG-� DETAIL TYPICAL ONSITE ROAD SECTION 3 TYPICAL ROAD SECTION ACROSS TP 56-115 __-_ ______ __ ___________ ____._._._____________..._ _______________ _______ _ ________........ _..... _.._................. ____________. PP8 NOT TO SCALE P P 8 �(OT TO SCALE PP8 NOT TO SCALE ;z 0 W W Ila 0 c� I 11 .—a Iii CD o II rrs II W A SII 20' SETBACK t ii JT 20' SETBACK �'' �``/ /t0 x1 Liu p PA z 01 d su sax ' 20' fT 6'x01�N�: / X40"'NIT Cf) E-. BUILDING ENVELOPE r'' F �` / i' BUILDING ENVELOPE CD z g r / // CD C:) I / / z 18 'drage tbac / W Il l 5' Setback / r 5' Setback 5 Concrete Sidewalk m 5' Concrete Sidewalk DOM. PROJECT N®:15.002 Curb INDEX TITLE: it Curb Roadway Roadway r4_)T'YP1QAL DUPLEX LOT 5 TYPICAL SINGLE FAMILY LOT SHEET NO: g of g ............ PP8 NOT TO SCALE PP8 NOT TYPICAL DATE: 00/26/2017