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HomeMy WebLinkAboutSDP201700066 Plan - Submittal (First) Initial Site Plan 2017-11-06GENERAL NOTES OWNERS.• AVINITY ESTATES LLC $ 455 SECOND STREET SE, 57H FLOOR 64 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. RSTPTE 455 SECOND STREET SE, SUITE 400 INTI PIEDMONT VIRGINIA CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING COLLEGE 200 GARRETT ST, SUITE K GRADING PLAN CHARLOTTESVILLE, VA 22902 TAX MAP NO.: 09100-00-00-016C0 09100-00-00-016EO TRAFFIC, NOTES, & DETAILS ZONE. • PRD ZONE: PRD PROFFERS DB 4730 PG 296 DB 4571 PG 88 BUILDING HEIGHT 09100-00-00-016AO PARKING. • ZONE. • PRD TOTAL DB 4571 PG 88 TOTAL PROJECT AREA: AVIN/ TY ESTATES 51 09100-00-00-016C0 - 2.472 AC. 09100-00-00-016EO - 4.982 AC. 09100-00-00-016AO - 4.432 AC. 11.886 AC. TOTAL ZONING: PRD - PLANNED RESIDENTIAL DEVELOPMENT - ZMA 2013-016 WITH PROFFERS TOPOGRAPHY.• SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013. TOPO FIELD VERIFIED ON JUNE, 2017 DA TUM: NAD 83 FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP 1D 5100JC0407D & 5100JC0426D DATED FEBRUARY 4, 2005. STORMWATER MGMT- STORMWATER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED STORMWATER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND. UTILITIES. • ADDITIONAL AVIN/ TY ESTATES STORM WA TER WILL BE TREATED BY A SECOND SWM CONSTRUCTION TRAFFIC: FACILITY AT THE SOUTH OF THE SITE. SWM SHALL MEET ALL STATE REGULATIONS REQUIRED WITH THE DEVELOPMENT. REFERENCE APPROVED WPO -2015-00057 FIRE & RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG LANDSCAPING: THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER TRA VEL WA Y. PROPOSED USES SINGLE-FAMIL Y ATTACHED UNITS & TOWNHOUSE UNITS SINGLE FA MIL Y A TTACHED UNI TS- 51 TOTAL UNI IS (A VIN/ TY ES TA TES) LIGHTING: TOWNHOUSE UNI IS. 51 TOTAL UNI IS (A VINI TY ES TA TES) DENSI TY TOTAL NUMBER OF UNITS PROPOSED: 102 UNITS TRAFFIC GENERA TION: PROPOSED DENSITY 8.58 UNITS/ACRE MAXIMUM ALLOWABLE UNITS WITHIN A VINI TY ESTATES. 102 UNITS MINIMUM ALLOWABLE UNITS MTHIN AVIN/ TY ESTATES. ° 60 UNITS SITE AMENITIES. CLUBHOUSE/PA VILION AREA (1,000 SF MIN - 1,J14 SF PROVIDED) TOT LOT (4,000 SF MIN - 4, 000 SF PROVIDED) DOG PARK (10,000 SF MIN - 10,000 SF PROVIDED) PASSIVE RECREATION AREA (6,000 SF MIN - 20,500 SF PROVIDED) ACTIVE RECREATION GRASS COURTYARD (11,500 SF MIN - 16,550 SF PROVIDED BETWEEN A VINI TY I PHASE Ill & I V UNI TS) RIGHT -OF WA Y- 2.37 ACRES OPEN SPA CE, 2.41 AC OPEN SPACE (AVINITY 1 PLATTED) 3.60 AC OPEN SPACE (AVINITY ESTATES) 6.01 / 21.13 AC TOTAL AVINITY I & ESTATES = 28-57- LOTS. 8.59LOTS: 6.01 ACRES SETBACKS: FRONT - 6' MIN (WITH VARIATION SUBMITTED TO THE COUNTY) MIN. 18' FROM $ FRONT OF GARAGE TO BACK OF SIDEWALK 64 SIDE - 5' MIN EXISTING CONDITIONS REAR - 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO THE PROJECT RSTPTE BOUNDARY CLUBHOUSE/PAVILION - 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR INTI PIEDMONT VIRGINIA SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL COMMUNITY SETBACKS WITH PORCHES, EAVES, AND OTHER ARCHITECTURAL ELEMENTS OF THE COLLEGE HOMES SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT GRADING PLAN FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT THE GRADING PLAN ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS TRAFFIC, NOTES, & DETAILS WHEN BUILDING SEPARATION IS REDUCED FROM 10. SETBACKS WERE APPROVED PROFFERS WITH THE BUILDING MODIFICATION WAIVER REQUEST WITH ZMA 2013-016. BUILDING HEIGHT 35' MAXIMUM HEIGHT PARKING. • EACH PROPOSED LOT SHALL PROVIDE OFF-STREET PARKING FOR TWO VEHICLES IN TOTAL A MINIMUM 18' DEEP DRIVEWAY AND A GARAGE. ADDITIONALLY, ROADWAYS SHALL 12-71 ACCOMMODATE OVERFLOW PARKING ON -STREET WITH ON-S77ZEET PARKING 51 BUMPOUTS (31). TOTAL NUMBER OF UNITS 102 UNITS TOTAL NUMBER OF OFF-STREET PARKING SPACES PROVIDED: 102 UNITS x 2 SPACES PER UNIT = 204 OFF-STREET PARKING SPACES TOTAL NUMBER OF ON -STREET PARKING SPACES (1) SPACE PER (4) UNITS REQUIRED: 26 ON -STREET SPACES REQUIRED TOTAL NUMBER OF ON -STREET PARKING SPACES PROVIDED: 31 BUMPOUT SPACES AN ADDITIONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE PHASING: THE PROJECT MA Y BE COMPLETED WI TH A MAXIMUM OF 4 PHASES AS SHOWN ON THE APPROVED ROAD PLANS (IN CONJUNCTION WITH THE BLOCK PHASING). STREETS.- CURB & GUTTER PRIVATE STREETS. THE ACCESS ROADWAY SHALL BE MAINTAINED BY THE HOA. UTILITIES. • SITE SHALL BE SERVED BY PUBLIC WATER AND SEWER CONSTRUCTION TRAFFIC: ALL CONSTRUCTION TRAFFIC FOR THE DEVELOPMENT OF AVINITY ESTATES SHALL ENTER THE SITE FROM THE EXISTING DRIVEWAY AT ROUTE 20. DENSI TY A VINI TY l: 107 UNITS/9.24J AC = 11.58 UNITS/AC A VIN/ TY ES TA TES: 102 UNI TS/11.886 AC = 8.58 UNI TS/AC LANDSCAPING: ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES /N ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE OUTSIDE OF THE ROW WITHIN A 5' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET TREES SHALL BE MAINTAINED BY THE HOA. LIGHTING: NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. THE FINAL SITE PLAN SHALL INCLUDE AN OVERALL OUTDOOR LIGHTING PLAN FOR THE PROJECT. TRAFFIC GENERA TION: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 51 SINGLE FAMILY UNITS (CODE 210) 488 VPD (244 ENTER/244 EXIT) AM PEAK.- 38 VPH (10 ENTER/28 EXIT) PM PEAK: 52 VPH (32 ENTER/20 EXIT) 51 TOWNHOME UNITS (CODE 230) 296 VPD (148 ENTER/148 EXIT) AM PEAK: 22 VPH (4 ENTER/18 EXI T) PM PEAK: 27 VPH (18 ENTER/9 EXI T) TRASH: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLECTION SERVICES. RESERVOIR WA TERSHED: MOORS S CREEK WATERSHED AGRICUL TURAL-FORESTAL: NONE PLACES OF BURIAL: NONE RETAINING WALL: ALL WALLS AS SHOWN ON THIS PLAN SHEET AND THE GRADING PLAN SHEET SHALL NOT EXCEED 6' IN HEIGHT. AFFORDABLE UNITS CASH IN LIEU OF AFFORDABLE UNITS WILL BE PROVIDED. INITIAL SITE PLAN SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA 0 me A* 2 i t t j ' t r t i SHEET LAYOUT SCALE: 1" = 100' NOTES• 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 5100JC0407D & 51003C0426D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2(6)1 (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE, EXCEPT FOR THE LANDSCAPING EASEMENT, THE EMERGENCY ACCESS EASEMENT, AND THE STORMWA TER MANAGEMENT EASEMENT FOR ACCESS, WHICH SHALL BE MAINTAINED BY THE HOA. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. SEE SHEET 2 FOR ADJACENT PROPERTY i` INFORMATION 5�. 019 � 70 /77CyHMOND SOUTHERN PARKWAY MILL CREEK LAKE REYNOVIA �o 0 MILL CREEK SOUTH JO e L.! MONTICELLO HIGH SCHOOL fj ELEMENTARY J SCHOOL J VICINITY MAP SCALE: 1" = 3000' ROAD PLAN SHEET LIST z 0 $ P 64 2 EXISTING CONDITIONS 3 RSTPTE 3A INTI PIEDMONT VIRGINIA 4 COMMUNITY 4A COLLEGE L.! MONTICELLO HIGH SCHOOL fj ELEMENTARY J SCHOOL J VICINITY MAP SCALE: 1" = 3000' ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 LAYOUT & LANDSCAPING PLAN 3A LAYOUT & LANDSCAPING PLAN 4 UTILITY PLAN 4A UTILITY PLAN 5 GRADING PLAN 5A GRADING PLAN 6 TRAFFIC, NOTES, & DETAILS 7 PROFFERS TOTAL NUMBER OF PAGES: 10 SHEETS Avinity II Range of Residential Uses Rezoning Allowable Uses Proposed Uses Block Townhome (min -max) Single Family Attached/Detached (min -max) Proposed Townhouse Units Proposed Single Family Attache d/Detache A 0-20 0-9 —12-7 5 B 0-30 0-15 15 8 C 0-30 0-15 14 13 D 0-34 12-32 10 25 TOTAL 0-122 12-71 51 51 TOTAL U NITS: 102 1) Within Avinity I, a 24 unit condo building is proposed to be eliminated and in its place, a maximum of (8) townhouse units are proposed. 2) The overall density (number of units) forAvinity I shall decrease from 124 units to 106-108 units with the approval of this rezoning. The original proposed condominium building shall be replaced with (6) - (8) townhouse units. 3) The proposed minimum number of units within Avinity II shall be 60 units with a maximum number of 102 units. The density shall range between 5 DU/AC and 10 DU/AC. LEGEND ROADS �_ -- ----� EXISTING CULVERT CUL VERT 1 7 \ DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC --3A DITCH 6 - I DEPTH OF EC -3A DITCH EC -2 DITCH 6" DEPTH OF EC -2 DITCH EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING LIMITS s VDOT STANDARD STOP SIGN -- 200 --- EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA TION TBG DENOTES TOP/BACK OF CURB TIB DENOTES TOP OF BOX APPROVALS DAT. DEPARTMENT OF COMMUNITY NITY D VEL PME NT PLANtNERJZO NIN ENGINEER INSPECTIONS ARB DEPARTMENT OFFIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY ITT VIRGINIA DEPARME NT JP TRANSPORT" ,.TiO N HEALTH TTI DF'.I"A TmE T I SCOTT R. COLLINSZ Q No. 35791 ,lh�' �1iSSjONAL E� � Z 0 J nom. d Uj m p U) J C) d 0 U H > H N Uj ce Uj ;4 EXISTING SANITARY SEWER 71 L NDONEP IN PLACE ABA -ING WATERLINE 7 EXIST IN PLACE ABANDONED EXISTING SANITARY ----- --- -- ry SCOTT R. COLLINSX EXISTING SWIM POND 0 No. 35791 6 FOR AVI N ITY I SEWER EXISTING WATERONE p AT,� EXISTING MANAGED 0, IOINTAL A (ZTP:PP 4Z ---,Tr) PZP EXISTING RIM:ZAP,A ITUP 91-15 '46 , IMP CTED P.) JASPER & MALLIE P.1L HAYNES. D.B. 859 P. 143 4, C14. D.B. 619 P. 368 PLA T vwv vv C14 w i. ... ..... .. ---- ------ MH --- ------- 62, A VIN ITY vv ------ N1 AVON �PROPLR fU LLC --- ---- ---- 7 lI i, _Z__ 0 lw ------------ 0 �v > Lu P.- 702 KAPPA FRA TERNI TY ,h L D 32Y� 1- 16D SVILLE- RD. HOLDINGS LLc. lTmp 9 f SCOT C7� 550 P. 608 PLAT-- 7- r -54A ...... ... A LU TMP 91 16A2 1 -7 LL`C. 'CO O/ TCO y 0 Cl D.3 E?,( R LINE�� \LEXISTIN6 SANITARY ISTING WATE -W- SEWER N54,16 16 56��. 66, lui vv (0 5H 1 IIMP JAMES 2R. MOSS ' 54, D. S. 2108 P. 5 4 6 DA 15 P� 71 O' W. B, 74 P.!: 16 473.' 21 NOTE: 1. TOT LOT BY SITE CONCEPTS - MIRACLE RECREATION CONTACT MR. GEORGE NOVEYAT� 823-2745 FOR THE ACCESS ROADWAY WILL BE (434) EQUIPMENT INFORMATION 2. UNITS SHALL HAVE A PORCH THAT WILL EXTENDMAINTAINED BY THE HOA TPAST THE GARAGES. EXISTING GUARDRAIL SCOTT R. COLLINS j,9+0p TO REMAIN UNDISTURBED 0 No. 35791 � PROPgN TANK E rd 4 IONAL E Lu �� `Q4 PAVED TURN LANE ON ROUTE 20 _-"_ w �,� . FOR CONSTRUCTION VEHICLES I " - ­ , i I I 11 11 I . — I , � ,/ I // , 11 t I , " � i i � I I - ­­_ ___ 11 ,�� �. �� --- , - � � \ 1� / / / , 1. / " , ' ' I � � / I � ,/' / - '� - � — . � :. llij,, � I - - V I . I s , � ". , I : �11 I NOTES: - , !''ll - 11, � .- � i , 11 i I / �'111 I I :: � 11, .11 t.- � .1 / I I i I I ,�, i: - , I " . I I � I : , "' ,,, I / , - / / I / e / I I ; 4: i -,.,/ I I � �_ .1- �Z_ ,il"'i, : I I 1� / " _'-f, I / '.1, �� ,TH 0 1 . � :L. CONTRACTOR SHALL VERIFY ALLTIE-IN ROAD CONNECTIONS FORAVINITY ESTATES ROADS TO ANY ROAD 1, 't, O'cl � i-1111iii - 1, ,� . - �, I . i .1. i . " , � - � - lili;i 1-1 ---- il�, I -, . ,I .� I I I __ � , / I I r I r I � . �llill I . � 1. 1. I i I I z I � � I �T - � -, - - I - � 1 pw11E,0_­ �,�� . I ,,� I , I ," 11 / / / / I . i i � t EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY - I I AAl � �� I / I I �� / , / " , / i I. j I � I � :i 1. - --�—_ I — �: I — -­­?_A,Ai 1. - 11 / I � i s ; I ; i I � 1, , � I � I " f / si� , I I/ I - t I I i � I I I 111. - � , ! 1. 1. 1, �� z ,/" �._��,� �p_ / I . I DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, i . 11 ��: - - il ... _40` , / / / � 11 , , � 1, - 11 � I I - 's- - � 1- .... _. I � � I / .�'. i . I I - � _: .... � , / -1 /" I " � f � ; � i -, I ; : s ,� ... n I ,. 11 ,� , ,. - 1, \ . I "I s I I I CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO - ____ ,_:___I - ------ . ,��:: : I ,. 11 if i / / . / I/ / I .1 I � �� � � I I I I _ - I I I I I �/ " 1 "I I" I �, � I f __ � -"�­)- , . 1, , / I I I I I ,_ �� '­ SCOTT R. COLLINS�Z I 'I- ; I I "I _i- .1 __ I . 1, , I I " , I i i ; I I I EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. ,,,, -� - , s ­ - - I \ 11 / is � 'I" "i ,� ; - Is- � \ I --11 - I -:i ; "" I 1 � . I j m /.� I'll - ­,�_.-. �.�_­ I" 1, � .1 / 1.l � I'llt, 0 �_� � i � I I .;RD*OQ ­ I 1, �� I / . ; � I I I � w __� .. i � i - � � 11 I i � . ; z I I � I i . 1 2. CONTRACTOR S HALL VERIFY CU RB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE \ - ,, \ / � , I 'I-- 6 I � I ! � 11 I / , - C-) No. 35791 � . _� \ � �_,­ � 11 /I I',% 1, � / ,� . I I � .11, Il . __�� I . ,� . I � 11 I - _---z __ __ /,Z"_: . 11 11 1.�, ��, , �' I � � — � .-4,, 7; I - ;�- I , ; I / / " 11�� 1, � ; � �� � � , "I I I ; � / \- —4,, - I . .. .... � I 1, / I / � ; �, I 11 I I 1, THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. - I 11 " / X � '/ , 6 11 // � � LLI I I I .� I � "I ; I : i 11 . P - ------ __ __ -, -, - - . - I I li;;� - 7 ,- - _ ._,. � I I I - . � � I / � I I �,� , - / , I I I � " I I I ; i f t I I ___ I __ -__ - - - � I , 11 J � , , , / -/ / / "I / I I I I , � �7 IV �0 t; iol�� 11 // (:) / I I / �1�1 il . I ; 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, ui 1\ - -�� ::�- 11 � " , 1po I / / I 11 ,,, __ W __ " __ 11 s . I / '11� I I I / � � " f I f = , � - __ --' - � / : I I " 1, � / I ; ; I � . __ I i ________;P ', .. - -L I / /I v/ "I I I � " � � " " - " " 'I I , " ­ � , � . __ I., " 4 � � MANHOLETOPS AND DRAINAGE STRUCTURES PRIORTO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES U) , � __ W, - I � � XTEIiiiii D 1 0`WI b`E TU RN LAN E r- 1, Ix / // - V, , I , I , -tfil -, .. " ,�_, � /o/ / � I ; I : � --:1- I I I 11 , � - I � � I / / - ___ � . *�"'�QNAL * I � , , 0 7— — --- / E / I I i � I ____ I f I 11 I - w �� I // - X' - I - ­ "" � 1, � TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING E �L) 11 / �� � / , -,*, _', " � " ,,` � / ; ­­_­ 11 ,_�_ � - � I � - -- - I ��', AT 2% FROM EXISTING GRADE ,-.1111 I /, I � �, _____ __ - I w - I I � ��,__, - I I / " I ( __ , - 11 I , ' " / , I t,�,�, I . . i If ; = � / I" \ I - _�L,7.",: i , / i � / I / , � .,.� _­�_ --_ w \ I ­_ �, ; - 7.",: ., � ` I" �� - I I � � I �, . I - , �. - � .-C-1 l 11 -, � \ � IE RA ,. 1 / �� I I/ -1 . / / � �Zl I's 11 / 1 If if SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR �___ - , , - , I 1� " � / � T G , DE IN WITHIN EX. ROW I d � /� I �, �, , � I I - \ lq w i� -, 4 � - 11,111, � /I I "" / I ­� / "I " / ,� � I I _�_ � � 1- - , , - ..is - I 11� /. I / I l i' CONSTRUCTION. Lu i�, / / / �_ w � I I - , , / / / / � / � / / i/ / 11 I ___�,_ I � �: . / , / I I I I I I 1 11 I " I I" I 1, w __�J,7 , _-, �12� - . .___/ �, . i/ Z' i "I / " "Ill / i t, , , _�� i - � : _"00 , --- �- , I ,�-,�, / / � '1� " � , - I "I _� I I I ; i / U) i I _��__� 11 " ., , ., i�t��, / j S. � - , / ",I, I - I � � / , z 11 "" Lu k "'. � " , , I " " / I f 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATEDTOACSA FOR PUBLIC USE. 1, / - / / ___ p �� I ,� i -, � , -, / ,_/ " ,/�> � i, ,�_ " I I/ I ,!! � I 11 11 - I �'. I I I I I "I ,/ �, 1. � , / / ", � . 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L I ____ I s : . t I I / ' '-- ; - I 11 11 `_� __ I i! , 1 .1 7 L Z_ ; i i . � , �3 7 Z � - . � 1 7 Z__ � - I ; l I i . l I I _­ .. 15 � . l __�__ � i 5 L L I i . m . j I - L' L " � ( � - --I--- . l IIIIII!! I / _ ­_ : 1 iv, . -, !--/' ]i , F F"'F' - -, 4 , ,�, - - - i ! � --� p ( [�TE:� I , - � I rli`�, I I � I! r, i �: � / / � �� J'+ 1. I / -,--- i 5 45 � R - Eff L� RPE, Ei.EYAT#rbkq w0-PIMIiT OF SHARE TO CONTOUR Of PIKE i { 9 I SL TQ10 TO INERT RT A -A E METHOD OF TREATMENT IN DROP INLETS NOTES; SEMPI{O C<T' NMN ME AMS INLET NVERTS IN AWORDANX WITH THIS ORAT>NG 15 TO APPLY TO THOSE STTIJCTIMS SP FED k SLOPE TO @DRAM ON PLANS ON YMHM lHIY€A.Y OF PIPE I$ ABOVE Ni^Eit'i� f+f �r�+'d r' r � � TVff PPE STRICTA:P.E. fff .... .... UD -4 ........ I. T'HE SlAWAAD SSairY 'SLAB ISI IS TO BE USED ONLY WHEN SGECFED 1N THE PLANS U3NDERI''fFA4FH SHALL BE CENTERED SUNDER CURS AND GUTTER ON THE DRAINAGE SGUAARY SIE AN41OFi THE URM6AGE 75ESLRMpT10N. FOR MANHL'4ES, ANOTIQN BOXES, AND DROP I+41N VBiN HIEIGi43S CREATES; THAN 1: FEET, THE SPACING OF Jr 71'E WERT SFIAPING AS CE'TAILED HEREON 15 TO CONSIST OF A 4O`I-.ERT,tdA' 1'-0" AT TCS, kFAS'EQ SNf7tJLLF2 I`EOTEXTILE: DRAA%E FABRc. ANY INLET PIPE OF 30" DIAMETER OR GREATER. 1 - TR1iFaRTt'AI4 k'EiWEEId PaRXF APHID CEben OQI'ICR£TE iii fit'MrF0 TT} GLASS P3 OR 'EGAT[ PIPE GiRkETEN WAIT EN 4. 5AFE'Y 5Lr8 r,A.AY BE CAST -IN-PLACE PRECAST- CRETE TO BE OR PIS DIFFERENT S',2ES OF LT-A`a'S CT EXCEPT THAT 2'SX TdF- COl,€1.S�E TO 4A It oft, T£tt C:O LS'T 'STiI°E, PIPES ARE ENCOUNTERED. 5. ACCESS OPPONGS 4At' BE 30^ DIAMETER OR 35- SQUARE. WHEN Si RUQTURE "TP 6 LESS THAN 39' tt#', ACCESS OPEW410 SHALL BE RECIANG6ANR ESTRUCTUIRE WFT'FH RT L� RPE, Ei.EYAT#rbkq w0-PIMIiT OF SHARE TO CONTOUR Of PIKE i { 9 I SL TQ10 TO INERT RT A -A E METHOD OF TREATMENT IN DROP INLETS NOTES; SEMPI{O C<T' NMN ME AMS INLET NVERTS IN AWORDANX WITH THIS ORAT>NG 15 TO APPLY TO THOSE STTIJCTIMS SP FED k SLOPE TO @DRAM ON PLANS ON YMHM lHIY€A.Y OF PIPE I$ ABOVE Ni^Eit'i� f+f �r�+'d r' r � � TVff PPE STRICTA:P.E. fff Intl A i ♦ , .... .... UD -4 ........ I. T'HE SlAWAAD SSairY 'SLAB ISI IS TO BE USED ONLY WHEN SGECFED 1N THE PLANS U3NDERI''fFA4FH SHALL BE CENTERED SUNDER CURS AND GUTTER ON THE DRAINAGE SGUAARY SIE AN41OFi THE URM6AGE 75ESLRMpT10N. FOR MANHL'4ES, ANOTIQN BOXES, AND DROP I+41N VBiN HIEIGi43S CREATES; THAN 1: FEET, THE SPACING OF G€OTERTILE UFANAUE FABRIC 71'E WERT SFIAPING AS CE'TAILED HEREON 15 TO CONSIST OF A 4O`I-.ERT,tdA' 1'-0" AT TCS, kFAS'EQ SNf7tJLLF2 I`EOTEXTILE: DRAA%E FABRc. ANY INLET PIPE OF 30" DIAMETER OR GREATER. 1 - FAVELfNT PaRXF APHID CEben OQI'ICR£TE iii fit'MrF0 TT} GLASS P3 OR 'EGAT[ 15 BAR$ 0 8" CLQ TYF', 4. 5AFE'Y 5Lr8 r,A.AY BE CAST -IN-PLACE PRECAST- CRETE TO BE OR PIS AAtrRIAAIC�E .. UNSTA VV ZE7i pl�-"S LT-A`a'S CT EXCEPT THAT 2'SX TdF- COl,€1.S�E TO 4A It oft, T£tt C:O LS'T 'STiI°E, OUTLET ' HIPC: 5. ACCESS OPPONGS 4At' BE 30^ DIAMETER OR 35- SQUARE. WHEN Si RUQTURE "TP 6 LESS THAN 39' tt#', ACCESS OPEW410 SHALL BE RECIANG6ANR ESTRUCTUIRE WFT'FH RT S'EEORPG'E SIA;C=R, E "LEI PIPE `'L._AGG d,D S*OR dI _ SEE rtS'YE p '�h--^ 54" LON", 1 BR CF]I acCAR C+itA`£E£r€ 10LI-c ; 6:11340 s -� GE.A5s MEETINi HIS #57 ADAXCQNFE I5 4" TYPE r-{7•' E 5fAR1A8t OR" .mfi4rii 1REC.''!R'E'A?ENr- A fa!T€ti•sTT. 4R QRQSKP E€tTGE OF PROVED SI'iDL'4. RY GLASSf( aEWIRIE ENT. ---^-•A .TE 5i°GLL LEFT` STM 8T Cf }4YAC1 iRSS'AY#iL:M9. ?1IYFiF PAVED SHOULDER SECTION CURB ,AND GUTTER SECTIO _.. . RDAD AM SR,PGE STANBARDS , OF THE COARSE A K13ATE SHAd,L flE'AAAId EiF*CniEi9: "NNEGrIE:kPi REYI5IGN DATE _. ??i✓E"LES.S {CQ5 EOATE fWTAI-a CWF NWAT "44 AS 8,14"S HEREON AM FOlk P,AtuAOR PRIMARY DIRECTION TRENCH WITHcryF _,_____._ PFA'II'4SES '„'HELY. EACH 41ANHOLE OR L BKS, I XT 15 TO ;E ".A'IA&PLYJ ,y„•..,. PIP�R'Gfth1'EI3 MVIDUALLY 'TO BEST FST THE PACT'X%ALAT INLET AM OUTLET 0314FIGUR.ATM AND FLOW LINES. OUTLET FIPE CTYPIOA°L]'- CCe'^TRh#I 95_CI Intl A i ♦ , ALBEMARLE COUNTY FINAL PLAN GENERAL NO TES GENERAL WA TER & 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 APPROXIMA TEL Y CORRECT THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. 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 WA TER AND SEWER PIPES SHALL HA VE A MINIMUM OF THREE (3) FEET OF CO VER 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 DI TCHES. 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). 7,_ - [ z4 r _ T I P p rDV _. 'TYPICAL GATE VALVE 1_YPICAL SEWER PIPE iNSTAL -ATI N [N TRENCH r STEEL BOLLARD DETAIL (OP, EQUIVALENT) '*1-6' DOMED BOLLARD CAP; tM1J F,f':Yltu dt& MACHINEDyA.rQ.'H- <n..,.. '1_ st,ol)-25" DEEB' (REVEAL FOR REFLECTIVE TAdFAE. CD PLATE j APPLY REFLECTIVE TAPE IN C:ROO'VE BEFORE €NSfALLING IN GRO1Jt°f D. i� REFLEC.TIV TAPE ; ar1IA,LT 3A+: SC&TCHLITE DIAMOND GR?`BE SERIES x'81, WHITE C©NL7iTzOt+J __.. G c,CH ,iii PIPE - KNOX BOX COMPATIBLE LOCK i /-PAVERS OR PP'AYLU SIURFIWCE CONDITION -W Eyy ROCK l EI 15" V d :5" DEED %OCtiIuF(tTE 1 T FOUNDATION- I l USE �� A ! : -ORE DRILL TO A�tJ ,ND �A�tv1f1'V[ I c• i t' PA) ANO AF".�.A G"7F` „.k,�;sTth'C.+ �'Aei?�iG , 5 111 NOTE: INSTALL BOLLARDS AT 3'± A13QVE GROUND, LEVEL WIT'll ADJACENT GOLLA.RD(S) .... .... UD -4 ........ I. T'HE SlAWAAD SSairY 'SLAB ISI IS TO BE USED ONLY WHEN SGECFED 1N THE PLANS U3NDERI''fFA4FH SHALL BE CENTERED SUNDER CURS AND GUTTER ON THE DRAINAGE SGUAARY SIE AN41OFi THE URM6AGE 75ESLRMpT10N. FOR MANHL'4ES, ANOTIQN BOXES, AND DROP I+41N VBiN HIEIGi43S CREATES; THAN 1: FEET, THE SPACING OF G€OTERTILE UFANAUE FABRIC AUTACENT SAFETT :LABS SHALL BE B'TO 11 NO SAFETY SLAB LOCATED WITTIIN 6 FEET OF Tiff TDP OR BOTTOM OF THF STRGQTLNf SAFETY SLABS SHALE. NOT BE LOCATED BELOW 4O`I-.ERT,tdA' 1'-0" AT TCS, kFAS'EQ SNf7tJLLF2 I`EOTEXTILE: DRAA%E FABRc. ANY INLET PIPE OF 30" DIAMETER OR GREATER. •�„�,� CC+YERLAT' P -+S" Al TOP)- ,'? b i .N c FAVELfNT T T T HE ST ER'Ep ERGti ONEAQ4 RED 2F S.RVC.4RE .G TIC T. PofiCE`xS PP€iwc±{.5 1WE .p PGG T p [ ` RE6 ACCORDINGLY. OTHER AHERE FPPL tAELE', SEEPS IFA£ f4 � STAG4E b 15 BAR$ 0 8" CLQ TYF', 4. 5AFE'Y 5Lr8 r,A.AY BE CAST -IN-PLACE PRECAST- CRETE TO BE OR PIS AAtrRIAAIC�E .. UNSTA VV ZE7i pl�-"S I OUTLET ' HIPC: 5. ACCESS OPPONGS 4At' BE 30^ DIAMETER OR 35- SQUARE. WHEN Si RUQTURE "TP 6 LESS THAN 39' tt#', ACCESS OPEW410 SHALL BE RECIANG6ANR ESTRUCTUIRE WFT'FH RT S'EEORPG'E SIA;C=R, E "LEI PIPE `'L._AGG d,D S*OR dI _ SEE rtS'YE p '�h--^ 54" LON", AGGAECaATE OR CRI SEE N47N. W-`� s -� GE.A5s MEETINi HIS #57 ADAXCQNFE I5 4" TYPE r-{7•' E 5fAR1A8t OR" .mfi4rii 1REC.''!R'E'A?ENr- A fa!T€ti•sTT. 4R QRQSKP E€tTGE OF PROVED SI'iDL'4. RY GLASSf( aEWIRIE ENT. ---^-•A TYPICAL CONCRETE SAFETY SLAB FOR DROP PAVED SHOULDER SECTION CURB ,AND GUTTER SECTIO _.. . RDAD AM SR,PGE STANBARDS MANHOLES AND JUNCTION BOXES UP TC,M1 Ei@O'k,-45* ELe%W PI ET IS p W11 ATM JAFF IS PEWORATE€1 - "NNEGrIE:kPi REYI5IGN DATE _. ??i✓E"LES.S {CQ5 EOATE PRIMARY DIRECTION TRENCH WITHcryF 106,14 WATER FLOW_._. DRAINAGE ^Nt1_H VIRGINIA DEPARTWENT OF TRANSPORTATION PIP�R'Gfth1'EI3 OUTLET FIPE CTYPIOA°L]'- A48' TL'9fAW 45. THY€ CONNIEG-TION PAY LEAfHI"S - FOR oU?LETPffIE i , r T"-2" . -- BETOGIN WITH 45` ELBOW x?YPICb1# (OUTLET PIPE NO SCALE - ' f }`yCiC?T TA BARD PAVEMENT ED !DRAW REiERENGEIS ROAD 90 PRIME SrANI�ARIr> APP �I aHEE'r, S 4f 2 Yla'1+}hf DATE? 17kZ04A DE'WPARFFAENT Ov TRsMPIIORTAITION Tat 14E,6G .. .D.... F GG' -1 ;g", -,..„ .LL _... %-� C4 -Cd L+" l i k ... , ---------- .A .: .teTLINECis€INATISN zNDERDRAIN CG -1 AT LOWER END OF CUTS CENTERr�+ r SECTION i . qg" \ E. nr..HW§T`-.,R LTLNH PLACEMENT LET-�(PF ." 6EGYN WILT; '45", r TLF Jr fTtL. .aC,--a3ti.iE TTP-,`�'#"Md-42 'o I e -A>: €A u;1r ..wu SEL M, :ERi,i_ T;TPE_I:;-.R IE f_'.w` -FC - i,_,... E."+Y At h' k':, ^T A i•1+E,.;A F U'-:c',ltit(E:17 � 5 PLAN' VIEW (PLACEMENT OF OD -i COM INATION UNDERDRAIN) OR 7 i } rf f Yj fr t -+e I-AITt.4-�YY 'sl rN L A NP to tc ><, a MUFHA5c Oil, 1' i e O a71Ta i3 � EL;Lr 7 Nn ENIAL "FRE 1' R : 3GF?ALC - FT'.. 14'• i,LI„ ;1E(•! 67 a° A RSL. TH sPl -.�£5 _< !.s_ vEE 4t , ,D lc RE <. E x r . GENERAL NOTES ERtv L LIN _E55 ENG T r- COM91-N,IAT1N: ~.SNI RPRP;I+ WAt, NQT OF LOCF.TIE A' ,Fk_ Fr_%T WItZIV 3Q�Tn L50AvC IND `U5 RAGE ARE STAER_Z-7. ,.. TREN-: a Ciks'wT ' `: F"ILirC iYl' k:' aii(;Fc: .i= «tyle ,nk ~,+,UAL" WANt; !Tl"-jilRF: 4:;+M4AI'C IHrF'i. 7 -I` xF`'IFS.1N`I`LRFQRA#E0 Q'iJILFT PLPE 3. GJ - Y �1-,c 3TIAL. DEGk .AT "lC Lf n`F a'r°:L 'RAVEL LAMC Fi`4AI'C i't A.*t.; �h L_ CC FLA -..ED >_,N .r. ,RADE PARALLEL i O T,--= s_'XE' 2 % WIN. x5 .L CIE5IR.Az,I-'LL"S •-'»'RADE. CRJ 4,110 57RE';GTJ -t- TYPO OF PilE {71T T!3 FG€LIt l'.:,v✓?:, Nz y :'LOC r - BE L.C. CLT TMT 5U ,O iLRAY< N L< DROP ..' -7 4'- NOW D' IME" EF. A T ' ?i:'M (+ALi;'T'::'• ;:N_ Tt OR, AL,IAv5&,' ES. ,104 I5. HA! sUten<'-t e r' 3 :Ei. i TP._ixT"H 4 3>7 3,t k,°t,-.,K �?z Ilth E^,4'v eV",t4I .A•.,+t:4 5.1GC;TN 'NALL PE 7D �"11 #3^ x 7C >^SI ii i{3f 'h n ., ATFRT _:VATICA AT FLI L ' ENID f L -.: F E`er A 1,14 EM OF t E." ABOVE n- , 'JV'LI?t rL='1,NTILS°J C%, k�? E.IING' DHAIK,A)]_ U4-C'.,i .'I .,T, J1-TI,=IlE, -I,, FIAT, A�C. 7.. A3 ((lMhi'C,T G!h- ltixffik 4"I} F T VRI N'iiti 1-Aa31; Il,k f✓i7,t jA. x 'w xA.1- Tf'k'.hh'^,;Li ILLm - B^ICF£ - 3(; (:. T-1., 5t TaiF C`!JNI.La. a,•i,:Y^rS I- d.. :HE, C?I.ixT- P, -r_' XXX T7S7C,' Ar l: OIRDN', T`; AS7YA, 0-2AIi AT S% D6F..7CT^::h'. ?�'_,' ;..- 1N r -IJ rH :T,r,.a ri'rETi CP,AIT<-ptE - LE: U CET s*„ TU 5E SEC,. .." E.T :: STANDARD COMBINATION UNDERDRA IN ErI. ,-A 1Li4 a'°, END OF {;UT REV y ,,'r IAT I.,GWER C, 7�-i I,Tr�.itP: '.Y;r".IS.=. CEP�T�IEhi7 G^ 7�adS^CiT,i=;I;�t 2 LflIMITS FOR L1Ti.£TCPiPET PAVEMENT TOP OF SxJT - SC 8A5€ - - TOE OF FILL AM -- C'XWIiDrtATiti#I€ MM EtIT('? CrT}�" l''' _.. SHOULDER L# F LIQ E i jr ED&'AE O6` PAYEIAETRT I rAv€L LAes COMBINATION i 11A17DRAIN Chi -2 ON FILLS CENTER LINE SECTION � i I' CWITH TYPE 1 SELECTICATERIAL) EDGE OF PAVEMENT SHO IILM LIM TRENCHPLACEMENT LIMITS OF PAs PcRd�F f/I _T -PAVEMENT MFIE BAS RK AA v O C 0 T 4T .r` Sf ARE -a: o- a -+i_# ia• sr - - c • m- o • & - At _ •.nR.,--SELECT MATET4& TYPE S ORE PL/'Mt VIEW SHOWING PLACEMENT Of CO -2 UNOERDRAIN 457 A GIIIEGATE, #8 AGGREGATE OR. CftUSINED CLASS MEETING #S GRADATION REI URE ME-IffS. 0ECITEXTILEDRAIINAGE r �A NON -PERFORATED OUTLET PIPE FXM C'R+ t1 k1Q STRENGTH DR TYPE OF PIPE -.T " Mg. PAI -9. NOM. DIMFTE SIMRQTH WALL PVC .103 O.ISS zz••SAM--FAYEFE74'T WNF'AICE A EASE 51Ai94T1.9 WALL P£ 7G PS 1fiE?i 74k +idlki4 SUBBAASE OR CEMENT ST:A♦1i2.EIT SJE�, "A,'. :,- at- a A. o • a sa�ra - o'- =^a-- SELECT Mh. r.Ki TYPE a OR 5LiP3RADE i- a c CC£AENT d8 LIE: STABILIZED) K'W,MLL THC*E,SS (3H O. ITCC'ES X457' AGGREGATE, #8 AGGREGATE 4'+R ORUSiIED ){}1 iE TE.^aT€D ACCORDING TO ASTM D-'2412 AT Sk DEFLECTIOIC, GEOTE%TAE CLASS 1HM7WG IIS GRADI&TON RE S. ORMAW f D' GENIE -RAL NOTES "L TRENCH SH&L BE FILLED 'MTM AGGREGATE AM TH#ROUGHLY HAM TAMPED TO #'EBBE COWAGTINESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE. EDGE OF TWT"VEL LATE HPAY ?IT ALT SHALL BE PLACED' ON A CROOE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. t& DE$AAME,T CRAM He WH TO E W 3" TO IS _ OR f ? �RAIPC$AT ' E LOCATED S� AS TO 6WISE f OUTLETS F 3''4. INLETS OR EVAT1LES. SIZE NO. E AS CAT( flIs, IN, D171AA- TYPE T A. OTI SVP'£REL€1'ATEtb 'N LOW i ON,�C IS T4 UNDER £3NT'#tE PAYp' NT AREA f's5°-LT GN, DEPTid) 'MRH CRATI,E'T P� ON LOW 5�7€ K.Y. 5. INVERT ELEVATION AT QUTLFT Et[t OF OUTLET FEE TO BEA OF T -O' "VE YNVERT ELEVATM OF RECENM DRMCI# DITCH (XI STRUCTCA7E- PLACEMENT OF CD -2 UNDIERDRA1N AT f. ALL 00"CITIONS (EL1a0W $, W YES, ETC.) WITHIN FAY UWTS FOR WTLEr P ARE TO BRIDGE APPROACH SLABS BE CIF THE SAMN& cz�LSIIRZG STRENGTH AS THE OUTLU PIPE. 7. Wrl.IT PIPE. TO BE 5EMIRELT C>RRNKUTEU TO 'F.II-VOR OTHER LWA04A4A',: STRUCTURE. WIECIFICATION COMBINATiON LINDERDRA N STANDARD (AT GRADE SAGS AND BRIDGE APPROACHES) 232 rnxllwlaPwaTr>ERT Dv rRAITATroR sDe.ae ALBEMARLE COUNTY FINAL PLAN GENERAL NO TES GENERAL WA TER & 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 APPROXIMA TEL Y CORRECT THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. 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 WA TER AND SEWER PIPES SHALL HA VE A MINIMUM OF THREE (3) FEET OF CO VER 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 DI TCHES. 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). 7,_ - [ z4 r _ T I P p rDV _. 'TYPICAL GATE VALVE 1_YPICAL SEWER PIPE iNSTAL -ATI N [N TRENCH r STEEL BOLLARD DETAIL (OP, EQUIVALENT) '*1-6' DOMED BOLLARD CAP; tM1J F,f':Yltu dt& MACHINEDyA.rQ.'H- <n..,.. '1_ st,ol)-25" DEEB' (REVEAL FOR REFLECTIVE TAdFAE. CD PLATE j APPLY REFLECTIVE TAPE IN C:ROO'VE BEFORE €NSfALLING IN GRO1Jt°f D. i� REFLEC.TIV TAPE ; ar1IA,LT 3A+: SC&TCHLITE DIAMOND GR?`BE SERIES x'81, WHITE C©NL7iTzOt+J __.. G c,CH ,iii PIPE - KNOX BOX COMPATIBLE LOCK i /-PAVERS OR PP'AYLU SIURFIWCE CONDITION -W Eyy ROCK l EI 15" V d :5" DEED %OCtiIuF(tTE 1 T FOUNDATION- I l USE �� A ! : -ORE DRILL TO A�tJ ,ND �A�tv1f1'V[ I c• i t' PA) ANO AF".�.A G"7F` „.k,�;sTth'C.+ �'Aei?�iG , 5 111 NOTE: INSTALL BOLLARDS AT 3'± A13QVE GROUND, LEVEL WIT'll ADJACENT GOLLA.RD(S) N. I` ,4 > l n' c, 'L All t I 1 \ ',r } E CTICDN I 1 g PLAN low ` I--IYE (,. SIRVICE 11" TCI'f1,I C-)FI[II.. C: 11+:_III rl SECTION A -A STRUCTURESIZE /Old &ALL THICKNESS VARIES SECTION B -B NOTES2 r.:IC)OF) FOI_{tlDATION M;f FE IAL E,U` KY FOU�']E)ATION I'vIIATTRIAL I. T'HE SlAWAAD SSairY 'SLAB ISI IS TO BE USED ONLY WHEN SGECFED 1N THE PLANS �INI ON THE DRAINAGE SGUAARY SIE AN41OFi THE URM6AGE 75ESLRMpT10N. FOR MANHL'4ES, ANOTIQN BOXES, AND DROP I+41N VBiN HIEIGi43S CREATES; THAN 1: FEET, THE SPACING OF AUTACENT SAFETT :LABS SHALL BE B'TO 11 NO SAFETY SLAB LOCATED WITTIIN 6 FEET OF Tiff TDP OR BOTTOM OF THF STRGQTLNf SAFETY SLABS SHALE. NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. ,'? b i .N c T T T HE ST ER'Ep ERGti ONEAQ4 RED 2F S.RVC.4RE .G TIC T. PofiCE`xS PP€iwc±{.5 1WE .p PGG T p [ ` RE6 ACCORDINGLY. OTHER AHERE FPPL tAELE', SEEPS IFA£ f4 � STAG4E b 15 BAR$ 0 8" CLQ TYF', 4. 5AFE'Y 5Lr8 r,A.AY BE CAST -IN-PLACE PRECAST- CRETE TO BE OR PIS - I ;'iA;•'� ! 5. ACCESS OPPONGS 4At' BE 30^ DIAMETER OR 35- SQUARE. WHEN Si RUQTURE "TP 6 LESS THAN 39' tt#', ACCESS OPEW410 SHALL BE RECIANG6ANR ESTRUCTUIRE WFT'FH RT 54" LON", s 1'V„// 'r TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, _.. . RDAD AM SR,PGE STANBARDS MANHOLES AND JUNCTION BOXES lit - SHEET I Of I REYI5IGN DATE DD2 106,14 VIRGINIA DEPARTWENT OF TRANSPORTATION FI. )C)Ni:,,. 3 ON IN POOR C%II_ (0NI)IT1{ :'%' i , r HS rr - ' f _ r 1 I r T- APP Lu IA 'tD I' .. .D.... F `-',. I_J _rkl2..:!._ ;, ITI..;__--;,1 INI A,_ ,Ii:,._L f. /1=.r D L1 C_ t 1 L E IRON _ WA T E R _& PIPE INSTALLATION B EDDING I 1, N. I` ,4 > l n' c, 'L All t I 1 \ ',r } E CTICDN I 1 g PLAN low ` I--IYE (,. SIRVICE 11" TCI'f1,I C-)FI[II.. C: 11+:_III rl SECTION A -A STRUCTURESIZE /Old &ALL THICKNESS VARIES SECTION B -B NOTES2 � STREt3CTNOM,pfA7$TERH30.#1-23P I. T'HE SlAWAAD SSairY 'SLAB ISI IS TO BE USED ONLY WHEN SGECFED 1N THE PLANS �INI ON THE DRAINAGE SGUAARY SIE AN41OFi THE URM6AGE 75ESLRMpT10N. FOR MANHL'4ES, ANOTIQN BOXES, AND DROP I+41N VBiN HIEIGi43S CREATES; THAN 1: FEET, THE SPACING OF AUTACENT SAFETT :LABS SHALL BE B'TO 11 NO SAFETY SLAB LOCATED WITTIIN 6 FEET OF Tiff TDP OR BOTTOM OF THF STRGQTLNf SAFETY SLABS SHALE. NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE POST OF T#E R-1 IS INCLUDED M THE f,OgT OF THE STRUCTURE, SEE CAST N PLACE DRAWNGS T DETALS FlwitRER DE aLs T T T HE ST ER'Ep ERGti ONEAQ4 RED 2F S.RVC.4RE .G TIC T. PofiCE`xS PP€iwc±{.5 1WE .p PGG T p [ ` RE6 ACCORDINGLY. OTHER AHERE FPPL tAELE', SEEPS IFA£ f4 � STAG4E b 15 BAR$ 0 8" CLQ TYF', 4. 5AFE'Y 5Lr8 r,A.AY BE CAST -IN-PLACE PRECAST- CRETE TO BE OR PIS - t9 STEEL TO BE IN N'51l. PBECF CO CRETE 13 i. BE A9 I4GAJ0 P517. REFi'GTtCNVG STEEL TO BE IN AQ09FbAnCF," WT7AR AA5H30 Wf. " JI ;'iA;•'� ! 5. ACCESS OPPONGS 4At' BE 30^ DIAMETER OR 35- SQUARE. WHEN Si RUQTURE "TP 6 LESS THAN 39' tt#', ACCESS OPEW410 SHALL BE RECIANG6ANR ESTRUCTUIRE WFT'FH RT 54" LON", TYPICAL PRECAST UNIT 1'V„// 'r TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE RDAD AM SR,PGE STANBARDS MANHOLES AND JUNCTION BOXES SHEET I Of I REYI5IGN DATE DD2 106,14 VIRGINIA DEPARTWENT OF TRANSPORTATION LL r Er,.a.,I v COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5%8"-1" METERS) NTS FIG. W-7 TD -10 \ E E D �l E D > E U OOf u o N E w� m W O fn E �Q S m O m d LL LL, UO va E Ln U E Ul rn in _a_ v w � N j o 0 _ LD -Al ¢ERY O4- E� O aEo< : m E Y FT N E w N m N < W W g u�w W J 0 a E 2 \� o _ lid ES E E tE It U u f� 4E3 E L E DO z0 \GO � -0m 4 ¢ Q Q E - E E \� �11- O cE \N o d AIA D N IN N,u N 0 �u MuILu N Q DC LL 9 0 TYPICAL MANHOLE FRAME: COVER N.T.S FIG S -1-D CE4TE%7p.,E ARI:RAGE KaBRIr• pAVEP3 StNouLCCR urA-4 MOTEXTI r•a AT TOP,., LONGITUDINAL PERFORATED PIPE -rABL ZE❑ aPVIDEO DR FEN N4'-A:E ArAGfiCGATf pGOAI APER SUBBASE LAYER 549GRAQ QUTLE"E PIPE f .- E NikTE 7 A57 E. Nib A�,3GREOATE OR CRLrAE4 �• Tom., cLAss MEETI #8 GRADATION FIQUIRE_MENT" NCN{-PERFORATECm OUTLET PIP£ FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS CRUSRING STRENQTH GEIIfarE � PAVED 5N4Z1LDER3 TVP£ OF tif'E H4,A',T A^ NOM. AHAME?Eii PAYED SHOULDER SECTION SMOTH WALL p c .1Da (FOR USE WITH STABILIZED OPEN -'GRADED DRAINAGE LAYER) 9M(143H w_ PE so rs xx 4 LMERDR14N'SHALL lE CENTERED, UNDER GUM NO GUTTER. 'A WALL TFTGitt'ESS [MIN} - Mt,`HES GEO YEXr:I:i RRNN? vG FPS I'_ :• AIDEX TESTED ACCORDING TO ASTM 0-24.12- AT 5% DEFI,E.CTX7N, SDVERLW t' -Q A7- TEP.'d- Lon- r„'2 �E - S3AB4"A2E.D PRUEM£NF '�'ES SHOULDER GREA,ROM LATER S*.E NOTE 8 _Fp k2W-i'ERf'CftATFO SUITIBASE LAYER : ^.. „ . e .:.:... _ MNN LME PAVEW&FiT PIPE Y CONECCTlON SA76GRAbE Gi3l.€T PFE -EP ..._...__..., .+Tk" NOT 1 k Ya7 AOGRECAT'E- 48 AGGREGATE OR CRUSFED • A- PPF ST'b, l%Y: #'aiEG'U. 'y CLAS"s if k8 GRADATION RECLIREVENT. 5r D, UD -4 REQ'D: CURB AND GUTTER SECTION K (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) sro LEER NOTES- E EP 1. 4" MINIMOK PROVIDED ATTW44G MxeMUM 4" OF AGGREGATE ON TGF" OF PWE EDGEDRAJNS IN 'GORE AREAS 2, WHEN THE LCFaTIA:3iN_ PE CORRECTS "ECTLY NTO A DRAINAGE SIROCIURE '=OF UNLET, WMMXE. L.TJ. NON-FERFORATED-OUTLET PIPE5 IRC NOT (RLQVIRCP, 3. INVERT ELEVATION AT GOT LfT END OF OUTLET FIPE TO BE A kYkMUU OF I'-6" .ARV INVERT €LEYATIIX! OF RECEIVING CRMA ACE OfTC3i OR STRNCTLR3E. - T 4, AIL CGNNI I.3N5 SELSOW'S„ WYES, ETC, T'NITNN PAY LtI ITS FOR OUTLET PIPE - - ' - -- ARE 70 BE OF THF SAAR: CRUSHING STRENGTH AS THE OUTLET PIPE, CGMt�kC'IAL SIDEWALK OR £NTR.AI+Q SPAR. E UNPAVED E MKS L DEORAI T INSTALLED x MAItN<c x aIR r r L>3 B. a1iLET PIPE_ cr,E a BE s .r�LEb caA z a c� A�..e cRA.bE ANp LQC0.TE6 EVEPoY-35D"MAJl6AkA OR AS NOTED 01 PLANE, MA EFL'iftAlN F4 iE- PERFORATED NCWETN i PUCE eiCRA1N P T - CONI TO W'YL C{2 UTFiEY. BRAINA3E 6. t1UTt ET IPE LP BE SECURELY NECTEA E STRVCTiPPE. _ 7, WITHIN THE LIMITS OF A COUWRCW ENTRANCE, NEIN-PERFORATED PIPE STi BE UTLZED TN LIEU OF PERFORATM ?IPE. { t MANLSNE ROADWAY' S. THE LENCLTH OF PIPE BETMEEN THE 'WYE L CTION AAD THE EW -12 SHALL BE +'T'p. CUR% [ UNITED TO NO MCFE' THAN Y-0" TO PERMIT CAh"A INSPECTION OF flf MAIM LIE k GLITTER { itrA,'ERARAN E•ETWL€N THE UNITS GF L-"5PD, 4U.RS IN EITHER DfIREGT1ON. Fa-CbMM$�RCIAy. E7#iRANCG C4At8 RETURNS A, GUTTER 11111 W' -R IIaE P 111 k.L TTE NCN k'RP4 cO FI E @, IN. SITUATiflNS WHEN FULL DEPTFI OF 8TASE 120 OPENGRADED MATERIAL CANNOT BE MMI:ANED USPER CURB AND CLUTTER, N"0. 218 AGGREGATE :HALL G'E USES UNDER CLW AND GUTTER. NO. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED 6PfFhGPiPDEQ MATERIAL LAYER AND CURB A"IJ GUTTER. - REFINENCEN V 240 STANDARD PAVEMENT EDGEDRAIN ROA;) AND BRE14E STANDARDS 2Ett REV,4IGN DATE SHEET 2 Or a ST55 WEY;ITAA pEPAR.TMENT ',!F TRANSPORTATION ' 7Tit T06.D7 I/•1 DEI•IL: C (IF NEO UIHeo) b; l vii f I f tF�f ', r,'� -ya � sv � Sr✓ A�! �§ ` i " �",�r�`9 tr a ; ( F1�jH . ti._' r• I' ..I��•<i ,L il_'j': ,�'_i_� t '?y "Jc ,..,;•.��� f ,;,rel f�f L , r II I IT ! „i1 ,.H I EI I , tt -C II `' t, \_L.I LI'.::.•.,, _ Ili_. < ,'Ir^:.:.. ''::; ^,,, r r.',I=' ,I;'. i' I.:t" ..-. -, FIP,F. r f I a .. r T'PI L FERE i-IYD ANT A` SE v'IBL`1'' DETAIL F d I' 0MF RE- IC I1 : 3r4" fALL FIPE _�LIF'L!HG Fr RO\EC EQUAL I Iril [lo I, -A'-E'-E ':HALL EE US:ELI II r\,_ PIPE FOR E J IITTA< EICD IJGI E FAMIL'i' FE LENII"L 'EPII r CI I_ RE_IDEr171,r,L A[ID u,l16t,n,\r1 Ern ,f,�PRE a �;a a1,',_E PIPE =o!IPUFIa ' U' U T DETA HED ". AG -E FA'AI 'f F ". D,1,1 -;,L ERVI E WHERE 1 RIS TLL` 1 T_'n ,C� PRC VIC E7 T METER F " ' JF'F'EP,L E'�FEF. TYPICAL SERVICE LATERAL INSTALLATION HTS FIS, 'N -r TD -25 TD - 0�, k P SCOTT R. COLLINS'� > No. 35791 1� CNAL Z 0 - J 0- � Q uQ L V)U-10 co Z) Z0 0 FM H N F - ii -1 N J Lu z ui � STREt3CTNOM,pfA7$TERH30.#1-23P TYPE L'wE PIPE �INI b; l vii f I f tF�f ', r,'� -ya � sv � Sr✓ A�! �§ ` i " �",�r�`9 tr a ; ( F1�jH . ti._' r• I' ..I��•<i ,L il_'j': ,�'_i_� t '?y "Jc ,..,;•.��� f ,;,rel f�f L , r II I IT ! „i1 ,.H I EI I , tt -C II `' t, \_L.I LI'.::.•.,, _ Ili_. < ,'Ir^:.:.. ''::; ^,,, r r.',I=' ,I;'. i' I.:t" ..-. -, FIP,F. r f I a .. r T'PI L FERE i-IYD ANT A` SE v'IBL`1'' DETAIL F d I' 0MF RE- IC I1 : 3r4" fALL FIPE _�LIF'L!HG Fr RO\EC EQUAL I Iril [lo I, -A'-E'-E ':HALL EE US:ELI II r\,_ PIPE FOR E J IITTA< EICD IJGI E FAMIL'i' FE LENII"L 'EPII r CI I_ RE_IDEr171,r,L A[ID u,l16t,n,\r1 Ern ,f,�PRE a �;a a1,',_E PIPE =o!IPUFIa ' U' U T DETA HED ". AG -E FA'AI 'f F ". D,1,1 -;,L ERVI E WHERE 1 RIS TLL` 1 T_'n ,C� PRC VIC E7 T METER F " ' JF'F'EP,L E'�FEF. TYPICAL SERVICE LATERAL INSTALLATION HTS FIS, 'N -r TD -25 TD - 0�, k P SCOTT R. COLLINS'� > No. 35791 1� CNAL Z 0 - J 0- � Q uQ L V)U-10 co Z) Z0 0 FM H N F - ii -1 N J Lu z ui Alignment: Access -Road Description: Tangent Data Description PT Station Northing Easting Start: 10+11.637 -38855621.368 -114827322.936 End: 10+31.089 -38855605.396 -114827311.834 Tangent Data Parameter Value Parameter Value Length: 19.452 Course: N 34° 48'02.4402" E Curve Point Data Description Station Northing Easting 9 9 PC: 10+31.089 -38855605.396 -114827311.834 RP: -38855639.639 -114827262.565 PCC: 10+73.179 -38855581.685 -114827278.101 Circular Curve Data Parameter Value Parameter Value Delta: 40' 11'33.7328" Type: RIGHT Radius: 60.000 Length: 42.090 Tangent: 21.953 Mid -Ord: 3.653 External: 3.890 Chord: 41.232 Course: N 54' 53'49.3065" E Curve Point Data Description Station Northing Easting PCC: 10+73.179 -38855581.685 -114827278.101 RP: -38855484.999 -114827304.020 PT: 11+45.138 -38855540.691 -114827220.843 Circular Curve Data Parameter Value Parameter Value Delta: 41' 11' 18.7550" Type: LEFT Radius: 100.100 Length: 71.959 Tangent: 37.614 Mid -Ord: 6.397 External: 6.834 Chord: 70.420 Course: N 54' 23'56.7957" E Tangent Data Description PT Station Northing Easting Start: 11+45.138 -38855540.691 -114827220.843 End: 11+55.929 -38855531.725 -114827214.840 Tangent Data Parameter Value Parameter Value Length: 10.791 Course: N 33' 48' 17.4181" E Curve Point Data Description Station Northing Easting PC: 11+55.929 -38855531.725 -114827214.840 RP: -38855559.543 -114827173.293 PT: 12+17.699 -38855511.155 -114827160.700 Circular Curve Data Parameter Value Parameter Value Delta: 70° 46'57.4649" Type: RIGHT Radius: 50.000 Length: 61.769 Tangent: 35.522 Mid -Ord: 9.239 External: 11.333 Chord: 57.916 Course: N 69' 11' 46.1505" E Tangent Data Description PT Station Northing Easting Start: 12+17.699 -38855511.155 -114827160.700 End: 13+15.523 -38855535.792 -114827066.029 Tangent Data Parameter Value Parameter Value Length: 97.824 Course: S 75' 24'45.1171" E Curve Point Data Description Station Northing Easting PC: 13+15.523 -38855535.792 -114827066.029 RP: -38855826.122 -114827141.587 PT: 13+65.524 -38855552.351 -114827018.910 Circular Curve Data Parameter Value Parameter Value Delta: 09' 32'58.6053" Type: RIGHT Radius: 300.000 Length: 50.002 Tangent: 25.059 Mid -Ord: 1.041 External: 1.045 Chord: 49.944 Course: S 70" 38' 15.8137" E Tangent Data Description PT Station Northing Easting Start: 13+65.524 -38855552.351 -114827018.910 End: 14+04.756 -38855568.393 -114826983.109 Tangent Data Parameter Value Parameter Value Length: 39.231 Course: S 65' 51'46.5109" E Curve Point Data Description Station Northing Easting PC: 14+04.756 -38855568.393 -114826983.109 RP: -38855458.885 -114826934.039 PCC: 14+31.031 -38855576.438 -114826958.150 Circular Curve Data Parameter Value Parameter Value Delta: 12' 32'44.2583" Type: LEFT Radius: 120.000 Length: 26.276 Tangent: 13.190 Mid -Ord: 0.718 External: 0.723 Chord: 26.223 Course: S 72' 08'08.6399" E Curve Point Data Description Station Northing Easting PCC: 14+31.031 -38855576.438 -114826958.150 RP: -38855627.377 -114826968.599 PCC: 14+58.470 -38855588.627 -114826933.922 Circular Curve Data Parameter Value Parameter Value Delta: 30" 14'00.6451" Type: RIGHT Radius: 52.000 Length: 27.439 Tangent: 14.047 Mid -Ord: 1.799 External: 1.864 Chord: 27.122 Course: S 63' 17'30.4467" E Curve Point Data Description Station Northing Easting PCC: 14+58.470 -38855588.627 -114826933.922 RP: -38853310.673 -114824887.319 PT: 15+23.894 -38855631.828 -114826884.792 Circular Curve Data Parameter Value Parameter Value Delta: 01' 13'26.6857" Type: LEFT Radius: 3062.297 Length: 65.424 Tangent: 32.713 Mid -Ord: 0.175 External: 0.175 Chord: 65.422 Course: S 48' 40' 27.4092" E Tangent Data Description PT Station Northing Easting Start: 15+23.894 -38855631.828 -114826884.792 End: 16+50.000 -38855714.075 -114826789.198 Tangent Data Parameter Value Parameter Value Length: 126.106 Course: S 49' 17'31.2026" E Tangent Data Description PT Station Northing Easting Start: 16+50.000 -38855714.075 -114826789.198 End: 18+23.826 -38855827.446 -114826657.430 Tangent Data Parameter Value Parameter Value Length: 173.826 Course: S 49' 17'31.2026" E Tangent Data Description PT Station Northing Easting Start: 18+23.826 -38855827.446 -114826657.430 End: 19+84.206 -38855932.046 -114826535.856 Tangent Data Parameter Value Parameter Value Length: 160.380 Course: S 49' 17'31.2026" E Curve Point Data Description Station Northing Easting PC: 19+84.206 -38855932.046 -114826535.856 RP: -38856083.654 -114826666.296 PT: 20+20.205 -38855957.847 -114826510.821 Circular Curve Data Parameter Value Parameter Value Delta: 10' 18'46.7117" Type: RIGHT Radius: 200.000 Length: 35.999 Tangent: 18.048 Mid -Ord: 0.809 External: 0.813 Chord: 35.950 Course: S 44' 08'07.8459` E Tangent Data Description PT Station Northing Easting Start: 20+20.205 -38855957.847 -114826510.821 End: 22+31.889 -38856122.406 -114826377.664 Tangent Data Parameter Value Parameter Value Length: 211.684 Course: S 38' 58'44.4892" E Curve Point Data Description Station Northing Easting PC: 22+31.889 -38856122.406 -114826377.664 RP: -38856248.213 -114826533.140 PT: 22+71.262 -38856155.245 -114826356.060 Circular Curve Data Parameter Value Parameter Value Delta: 11 ° 16' 45.3589" Type: RIGHT Radius: 200.001 Length: 39.372 Tangent: 19.750 Mid -Ord: 0.968 External: 0.973 Chord: 39.309 Course: S 33' 20'21.7028" E Tangent Data Description PT Station Northing Easting Start: 22+71.262 -38856155.245 -114826356.060 End: 22+80.066 -38856163.041 -114826351.968 Tangent Data Parameter Value Parameter Value Length: 8.804 Course: S 27' 41' 58.9219" E Alignment: BERGEN -STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38856094.954 -114827627.386 End: 11+41.176 -38855971.226 -114827559.400 Tangent Data Parameter Value Parameter Value Length: 141.176 Course: N 28' 47' 17.0021" E Curve Point Data Description Station Northing Easting PC: 11+41.176 -38855971.226 -114827559.400 RP: -38856452.797 -114826682.993 PT: 12+46.116 -38855882.074 -114827504.135 Circular Curve Data Parameter Value Parameter Value Delta: 06" 00'45.4378" Type: RIGHT Radius: 1000.000 Length: 104.940 Tangent: 52.518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course: N 31' 47'39.7210" E Tangent Data Description PT Station Northing Easting Start: 12+46.116 -38855882.074 -114827504.135 End: 15+63.607 -38855621.368 -114827322.936 Tangent Data Parameter Value Parameter Value Length: 317.491 Course: N 34' 48'02.4399" E Alignment: DEGRAW_STREET Description: Tangent Data Description PT Station Northing Easting Start: 5+88.380 -38855726.382 -114827171.845 End: 8+17.460 -38855595.640 -114827359.953 Tangent Data Parameter Value Parameter Value Length: 229.080 Course: N 55' 11'57.5600" W Curve Point Data Description Station Northing Easting PC: 8+17.460 -38855595.640 -114827359.953 RP: -38854774.498 -114826789.229 PT: 8+34.969 -38855585.522 -114827374.242 Circular Curve Data Parameter Value Parameter Value Delta: 01'00'11.4590" Type: RIGHT Radius: 1000.000 Length: 17.509 Tangent: 8.755 Mid -Ord: 0.038 External: 0.038 Chord: 17.509 Course: N 54' 41' 51.8306" W Tangent Data Description PT Station Northing Easting Start: 8+34.969 -38855585.522 -114827374.242 End: 10+49.995 -38855459.911 -114827548.764 Tangent Data Parameter Value Parameter Value Length: 215.026 Course: N 54" 15'20.7661"W Alignment: MOFFAT_STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38855998.586 -114827802.764 End: 13+36.914 -38856160.834 -114827507.491 Tangent Data Parameter Value Parameter Value Length: 336.914 Course: S 61' 12'42.9993" E Curve Point Data Description Station Northing Easting PC: 13+36.914 -38856160.834 -114827507.491 RP: -38857037.224 -114827989.049 PCC: 14+25.271 -38856206.748 -114827432.033 Circular Curve Data Parameter Value Parameter Value Delta: 05' 03'45.3973" Type: RIGHT Radius: 999.979 Length: 88.357 Tangent: 44.207 Mid -Ord: 0.976 External: 0.977 Chord: 88.329 Course: S 58' 40' 50.8038" E Curve Point Data Description Station Northing Easting PCC: 14+25.271 -38856206.748 -114827432.033 RP: -38855542.354 -114826986.410 PT: 14+95.958 -38856243.479 -114827371.666 Circular Curve Data Parameter Value Parameter Value Delta: 05° 03'45.1323" Type: LEFT Radius: 800.000 Length: 70.686 Tangent: 35.366 Mid -Ord: 0.781 External: 0.781 Chord: 70.663 Course: S 58" 40' 50.4330" E Tangent Data Description PT Station Northing Easting Start: 14+95.958 -38856243.479 -114827371.666 End: 16+13.990 -38856300.320 -114827268.222 Tangent Data Parameter Value Parameter Value Length: 118.032 Course: S 61" 12'42.9992" E Curve Point Data Description Station Northing Easting PC: 16+13.990 -38856300.320 -114827268.222 RP: -38856642.119 -114827456.035 PT: 16+56.389 -38856322.716 -114827232.245 Circular Curve Data Parameter Value Parameter Value Delta: 06' 13'44.3308" Type: RIGHT Radius: 390.000 Length: 42.399 Tangent: 21.221 Mid -Ord: 0.576 External: 0.577 Chord: 42.378 Course: S 58' 05'50.8339" E Tangent Data Description PT Station Northing Easting Start: 16+56.389 -38856322.716 -114827232.245 End: 16+94.868 -38856344.796 -114827200.731 Tangent Data Parameter Value Parameter Value Length: 38.479 Course: S 54' 58'58.6689" E Alignment: MONTAGUE_STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38856182.955 -114827469.259 End: 11+03.647 -38856092.118 -114827419.346 Tangent Data Parameter Value Parameter Value Length: 103.647 Course: N 28' 47' 16.9987" E Curve Point Data Description Station Northing Easting PC: 11+03.647 -38856092.118 -114827419.346 RP: -38856573.689 -114826542.939 PT: 12+08.587 -38856002.966 -114827364.081 Circular Curve Data Parameter Value Parameter Value Delta: 06' 00'45.4413" Type: RIGHT Radius: 1000.000 Length: 104.940 Tangent: 52.518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course: N 31'47'39,7193" E Tangent Data Description PT Station Northing Easting Start: 12+08.587 -38856002.966 -114827364.081 End: 16+08.633 -38855674.470 -114827135.765 Tangent Data Parameter Value Parameter Value Length: 400.047 Course: N 34' 48' 02.4399" E Table 4: Pavement Design (VDOT Pavement Design Guide GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES Pave hent Design 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADING RF- 1,0 BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOT/FY THE DEPARTMENT OF Location ADT HCV Design �:B sm, fir Surface 11 a mase b a Supp -base h <a DO COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE CONSTRUCTION. STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL _ ADT 2. UPON COMPLETION OF FINE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. l��'wa�'w``�ireet 78 m0 84 5 4 139: ,`M-`�.5 ? 2•25 E3NI-25 '3 2.15 21B 6 0.6 14.55 GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED - - THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SD/L. THREE 2. 115 5 4 I1.5? Sial -.5 l.> 2.25 E31t-2> ?.5 ?.15 210 5 0.( 1I 75 F THE ENTIRE ROAD RIGHT OF WAY REPLACED WHERE NEC WITH 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A FROM R W WIDTH AND R C NECESSARY W . t S 5 1 113 5 0.6 11.75 () ;�lcarrtaa}in�.'3trcet ', <�� } t) 3�? '� =t 1 4,47 ' SM -9.5 1.5 2.25 1311-25 ?._ `� 5 ? SUITABLE MATERIAL TO THE SATISFACTION OF E ENGINEER. TH SUBGRADE SOIL CBR OF 10 O R GREATER IS NOT OBTAINABLE A REVISED PAVEMENT ' J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE A) f C> "t>7 5 4 4111.53 1 E- ?.5 ) ,5 2,25 13"wi-25 2.5 2,1 S 21 A 5 0.6 1135 DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST N101xat'+treet ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES a - _{ - , _ - ry 5 , - t5 RESULTS FOR APPROVAL. F.nv ggency Ac ess "E°um 1 :arse Design ,Ball meet cit' i:w ed Route 20 `section 5111 9.5 3 2,25 BM 25 6 �,1 21 A. � i.( ..4. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC AT ROAD INTERSECTIONS SHALL BE REMOVED. _ RIGHT-OF-WAY OR W/TH/N EASEMENTS PR/OR TO ACCEPTANCE BY THE COUNTY. ALL 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER Access Road - Paved llort�)n SM -9.5 2 1.67 BNO-25 0 2.15 21! 6 `1.t, Ci'04 DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. Accor Road - O1" vel iPor.tit)n S;"1-9- o 1,17 FM -25 0 2.15 21A 18 0 6 41.SQ NATURAL WATERCOURSE Note: Contractor to bore any existing laavenuent Being utilized and coordinate aaith VDOT on upgrades to geonn:tHe design standar-ds to ensures, the above specifications are 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE DRAINAGE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH n'etanLlare rnaccorcl`arrre'ittrtheir stanelarls° GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OFA MINIMUM COVER OF ONE (1) FOOT. THE COUNTY ENGINEER, OR DES/GHEE, IT /S DEEMED NECESSARY. WHEN GUARDRAIL /S 2. STANDARD UNDERDRA/NS CD -1 OR CD -2 OR UD -4'S TO BE PROVIDED AS INDICATED ON `�:j;`ll K ( )IVY'GENERATION CALCULATIONS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF TIME PLANS, OR WHERE FIELD CONDITIONS INDICATE. � � ' f TRIP � O PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH TRIP GENERATION BASED ON ITE TRIP GENERATION INCREASED TO SEVEN 7 FEET. AND HAVE A MINIMUM DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE PLACED IN O ( ) s MANUAL (8TH EDITION] 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS / 'A. 1 47,3 51 SINGLE FAMILY. UNITS -CODE 210 ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). OTHERWISE NOTED ON PLANS. 51 TOWNHOME UNITS - CODE 230 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE \ '" f" I SHALL CONFORM TO VDOT STANDARD PE -1. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER �� 4„' ` F z .r� ` ADT: 784 VPD 392 ENTER/ 392 EXIT 7. COMPLIANCE WITH THE MIN/MUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH COURSE.j\ R ( ) SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY \ r AM PEAK: 60 VPH (14 ENTERt 46 EXIT) EA V'EMENT ` , M PEAK: 79 VPH (50 ENTER/ 29 EXIT) ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 1S SUBJECT TO FINAL SUBDIVISION PLAT ` \®� VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE \ RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA METHOD OF CORRECTION. e e 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND MANUAL FOR UN/FORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. COMPACTION BEFORE BASE IS PLACED. �.Y, \ ,"��,, %- � ," • � .,, ,r,�: J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL r , 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED , ` BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT -'` ;:, r.;. � ;• , , , ,_ / , ,°°' ''w ' •: THEY ARE DEEMED NECESSARY /N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. INTERMEDIATE BEGINNING AT E COMPLETION OF THE INS LLA ON OF THE A` " •' ' `®`` °, 1 . �'_. THE E COURSE IS BEGI G TH C TA TI 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE :; \ AGGREGATE BASE. IN THE EVENT THAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60 ,- -- DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. / y,;; e\ .: DAYS OR MORE AFTER COMPLETION OF INSTALLATION OF THE AGGREGATE BASE, THE PUGMILL `v\ ' _ • \ ., 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE REQUIREMENT WILL APPLY. _� / ��°''` ' � ✓f' • ` � SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. SHOWN ON THE ROAD PROFILES. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION b \ 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS BEFORE SURFACE TREATMENT IS APPLIED. THAT ARE DEEMED INACCESSIBLE TO VOOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. / = 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO "y1 ALBEMARLE COUNTY NOT ENHANCE A ROADWA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED _.._. . GENERAL CONSTRUCTION NOTES WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING THE STREETS RIGHT OF WAY. 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 TOP/ CLEARING, GRADING OR OTHER CONSTRUCTION. OF 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. CURB 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN /N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY 1N 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 4" PIPE -CLASS Ill. MIN 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TYPICAL ROAD SECTIONS NTS STREET CROSS SECTIONS LANDS/NG R C� R ' LANDSCAPING _ \ EASEMENT y £ASEAf£NT S7REETii S7REET EXIST. GROUND TRE£i % 7REE CURB CURB EXIST GROUND PLANRNG S7RIP rSIDEWALK GUTTER 7RAYELWAY 7RAYnWAY GUTTER MDEWALK �, PLAN77NG S7RIP 7' R/W (44' WDE WHERE Y BUMP OUTS -'M*v TYPICAL PRIVATE STREET SECTION (Y.4R A'ID1rH ROIP) DECRAW STREET, BERGEN STREET, MONTACUE STREET, & MOFFE4T STREET PARKING IN 7' WIDE BUMP OATS ONLY NOTES: NOT TO SCALE 1. SEE PAVEMENT DESIGN CHART TO THE RIGHT FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND EIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING IN BUMP OUTS ONLY. SEE SHEET 3 FOR LOCATION OF PARKING BUMP OUTS. I C EXIS\G OUNDEXIST. ATRAMWAY EXIST. GROUND r 12-20' EXIST. GROUND 20' ACCESS EASE)WENT TYPICAL RJfFRGENCY ACCESS S=ION 10-/-00 TO 12721.• TRWVELWAY 20' WIDE PA PED 27. SUPERELEVATION DOWN TO RIGHT 12721 TO 13758.• ArO CROSS SLOPE 13158 TO 22766.' SUPERELEPATIOW DOWN TO LEFT ACCESS DRIVEWAY SHALL BE 12' WIDE FROM STA. 16150 TO STA. 18750 AND STA. .21750 TO STA. 22100 NOT TO SCALE 13" .�4,�. 2» 6„ 1„ 1� a d d i d . ad. A. -I' -► - 6" I 2' STANDARD CG -6 CURB & GU T TER NO SCALE (VARIABLE WIDTH) 7„ VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. 4" CONC. 7 1777 .\ .\ . ems\ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE /TRIP GENERATION X. i SCALE: 1" = 200' 1 j "-2" SM -9.5A SURFACE COURSE 111111111111111111111 COURSE,� .,,� Er .•• ,.•' 1 • i W BASE COURSE, VDOT #21A►n-1OR •. i DEPENDING ON ULTIMATE TRAFFIC LIMITS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS SCOTT R. COLLINS'� No. 35791 ,ll i' 1 ss � 1E ON Z O J cc w m \ z ® Q H W ce LU d� C) ,-a IN Ln Z I - w w L7 SHEET NO. 1 Original Proffers X October iii, 2014 1 ZMA No, 2013-016.Avinity 11 Tax Map and Parcel Number(s): 09100-00-00-016A0, (1910-00-90-0160J, 09100-00-OU-016EI),and Portion of 09100-00-00-01400. Owner(s) of Record: Wallace B. Hughes; Moss Acquisitions, LLC; and Avon Properties, LLC Date of Proffer Signature, October 30, 2014 13,453 acres to be rezoned from R-1 & PRD to PIn Wallace B. Hughes is the owner of Tax Map and Parcel Nurnber 09100-00-00-016AO; Moss Acquisitions, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016C0; and Avoll Properties, LLC is [lie owner of Tax Map and Parcel Number 09100-00-00-016E0 and 09100-00-00- 01400, are referred to herein, collectively as the "Owner" and the parcels are referred to herein collectively as the 'Troperty,' The, Property is die subject of the rezoning applicationZMA 2013-016, for a project to be luiown as "Avinity 11" (the "Projeot"), which includes an applicat.ion plan prepared by Collins Engineering eniitled, "Avinity U Planned Residential Development (PRD) Application Plan" and with, latest revision date ofOctober 13, 2014 (the "Application Pie'), PursivrattoSection 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below -which shall be applied to the Property if it Is rezoned to the zoning district', identified above. These eonditions are proffered as a part of the 'proposed rezoning, and the Owner' acknowledges that the conditions are reasonable. I. cnh Eraff-0-1 for C, OgI lip Pro nw ents 12mitc_ts. The Owner shall contribute cash on, a per "mark -et -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning In existence at free time of this zoning map amendment' for the, purposes of addressing the fiscal impacts of development on the. County's public facilities and infrastructure, i.e., schools, public safety, libraries, paxRs and transportation. For the piirpose5 of this Proffer 1, the number of units allowed by right under the applicable zoning is twelve (12). A`marke-t rate" unit is any urdt in -die Project that is not considered an Affordable Dwelling Unit as defined in Proffer 2. The cash contributions shall be Twenty Thousand, Four Hundred Sixty and 57/100 Dollars ($20,460,57) cash for each single family detached dwelling unit, offierthan anAffosdable Dwelling Unit within the Project. In other words, the cash contributions for the "market rate" single farni'lly units shall'begin after a building penruit for the Melfth (12) r4arket rate'unit is obtained. The cash contributions shall be Thirteen Thousand Nine hundred thirteen and 181100 Dollars ($13,913,18) cash for each single family attached or townhouse dwelling unit, other than an A.Cfordarble Dwellins'Unit within the Project qualifying as such under Proffer 2, The cash oontribution shall be paid at the time of the issuance of the building permit for each now unit, unless the timing of the payment is otherwise specified by state law. Page I of 4 -within the Property, the Owner shall be Nlincd of installing speed bumps, <atnd this Proffer 4 shall be fully satisfied. This Proffer Statement may be executed in any number of counterparts, each of which shall be all original and a] ['of which together shall constitute but orie, and the same instrument, WITNESS the following signatures. OWNER: Acquisitions, LLC, a Virginia limited liability company by: R, Coram. Capshaw, President WallacclB, Hughes Y. Wallace B. Hughes Avon Properties, LLC,, a. Virginia limited liability company By; R, Coran Capshaw, President Page 4 of 4 21 Affordable Heusi The Owner shall prqvide affordable housing equivalent to fifteen percent (15%) of the total residential units constructed on the Property. The Owner or its successors in, interest reserve the right to meet the affordable housing objective through a variety ofliousing types, or through cash contributions as mon-, partioularly described below, For the purposes of this Proffer 2, "Affordable. Dwelling Urn t" shall mean any unit affordable to households witli incomes less than eighty percent (80%) of the area median. income (as determined'frona bonne to time by the Albemarle County Office of Huilsing) such that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty peroont (30%) of the gross household income, provided, however,,that hi no 'event sl hall the selling price for such affordable kinits bemore than sixty-five percent (65%A of the applicable Virginia Housing Development Authority (VEDA) maximum, sales priceiloan limit for first-time bomebuyer programs at the beginning of the 180 -day period referenced -in Proffer 2(A)(1) hereof (the "VI -IDA A. For -Sale Af-b,&bl a q Units, The Owne� may meet the ITI)6 "ffdrdable housing objective by constructing all or a. portion of the Affordable Dwelling 'Units, The Owner shalt impose by contract the responsibility herein of constructing and selling the Affordable Dwelling Units to any subsequent owner or developer of the Property (or any portion thereof), Such subsequent owner(s) andlor developer(s) shall succeed to the obligations of the Owner under, this Proffer 2; and the. terin. "Owner" shall refer to such subsequent owner(s) and/or developer(s), as applicable. (1) B—Ole Qf County Housing Qfficg, All purchasers of the for -sale Affordable Dwelling Units shall be approved by the Alberharle Cotinty Housing Office or its designee (the "Housing Office"). At the proposed time of construction of any Affordable Dwelling Unit, the Owner -hall provide the Housing Office a period of One hundred eighty (180) days to identify and approve an eligible purchaser for such affordable urdt. The 180 -day qualification period shall commence upon written notice from -dic Owner to the Housing Office of the approximate date the Unit is expected to receive a certificate of occupancy from the County (the `Notice'), Such Notice shall be given no more than ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180 -day approval ,period shall extend no less than ninety (90) days after the issiian" of tete certificate of occupancy, Nothing In this Proffer 2 sban prohibit the Housing Office from providing the Owner with. information on income eligibility suffloi6rit for the Owner to -identify eligible, purchasers of Affordabte Dwelling Units for approval by the Housing Office, If, during the 180 -day qualification period, (i) the Housing Office fails to approve a- qualified purchaser, or (ii) a qualified purchaser fails to execute a purchase 'contract for an AffiordabIr, Dwelling Unit, then, in either case-, the Owner shalt have the right to sell the Unit without any restriction on sales price or income of the purchaser(s), and such unit shall be counted toward lie satisfaction of this Proffer 2, This Proffer 2 shall apply only to dip. -first sale of each of the for - sale Affordable Dwelling Units, For the purposes of this Proffer 2, such Affordable Dwelling Units shall be deemed to have, been provided when the subsequent Owrier/builder provides written notice to the Albemarle Coun=ty Office, of Housing or its designee that the viiil(s)'Will be available for sale. (2) Traces Each subdivision plat and site plan for land within the Property shall: i) designate the lots or units, as applicable, that will constAite Affordable Dwelling Units within such subdivision plat or site plan and ii) contain a rutming tailley of the Affordable DwAling Units either constructed or contributed for under this Proffer 2. E. Cash In Tjou wofiing jt��, D o�i'-!�ons,.!yuctinY.Affordable, r UqJ If at any time prior to the �, Conrity's approval of any initial -site plan orsubdiYisiou plat forthe Property whiehincludes one, or more Page 2 of 4 within the Property, the Owner' shall be relieved of installing speed bumps, and this Proffer 4 shall be fully satisfied. This Proffer Statement may be executed in any number of counterparts, each of Which shall be an original and all of which together shall constitute but one and the same instrument, WITNESS the following signatures: OWINER: Moss Acquisitions, LLC, a Virginia limited liability company By, Alan R. Taylor, Manager Wallace B, Hughes By: �WaI_Iace BI' ,�.vou Properties, LLC, a Virginia limited liability corupway BY; Alan R, Taylor, Manager Page 4 of 4 for -sale, Affordable Dvvelling Units, the, Housing Office, informs1he, thm-current Owner in writing that it may not have; a qualified purchaser for one or more of the for -sale Affordable Dwelling Units at the time that the thorn -current Qwncrftildor expects the, units to be completed and that the, Housing Office will itistead accept a cash, coatribution to the Housixig Office to support affbidablo housing programs Jn the amount of Twenty-one Thousand One Hundred Twenty -Five Dollars in lieu of each Affordable Dwelling Unit(s), then the then -current Owner/builder shall pay such cash contribution to the County prior to obtaining a certificate of occupancy for the unit(s) that were origiaally planned to be Affordable dwelling Units, and the then -current Owner/builder shall have the right to sell the unit(s) without array-restrictioa on sales price or income of the purchaser(s). C. Prior to the issuance of the forty-eighth (48") building permit for a market rate dwelling unit within the Property, the then-ourrent Owner/builder Anti obtain certificates of occupancy for (or make an Affordable Housing Credit ]Payment on account of) seven (7) Affordable Dwelling Units within the Property. Pdor to the issuance of the ninety-sixth, (96th) building pe reit for a market rate dwelling unit within the Property, the then. -current Owner/builder shall obtain certificates of ocou-pancy for (or make an Affordable Housing Cash Payment on account of) seven (7) additional Affordable Dwelling Units within the Property. Prior to the issuance of the final building permit TOT a rnarket rate dwelling unit within the Property, the. Owner shall obtain certificates of occupancy for (or make an Affordable Housing Cash Payment on account of) all of the remaining required A-50Tdabte Dwelling Units within the Propeity. 3, cost Index. Beginning January 1, 2015, the amount of each cash contribution required by Proffers I and 2 shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in f Marshall and Swift Building Cost Lidex ("MSP'). The annual adjustment shall be made by multiplying the proffered cash. contribution amount due for the preceding year by' a fxaction, the numerator of which shall be the MSI as ofDecerribtr I in the preceding calendar year, the denominator of which shall be thMSI as of Keembtr 1 in the year preceding the catendaT year 'most recently ended (the "Annual Percentage Change'). By way of example, the first annual adjustment shall be $20,460,57 x -201115 MSI/2014 MST. Each annual adjustment shall be based on the amount of the proffered cash contribution due for the inimediately preceding year based on the fori-aula contained ire this Proffer 3 (the amount derived frorn &Xh fbXiatlla Shall be referred to -hereinafter as the "Cash Contribution Dute'), provided, however, in no e -vent enati the cash contribution, amount paid by the Owner be less than $20,460,57 per L single family detached dwelling unit- and $13,913.19 per single family attached. or townhouse dwelling unit under Proffer I or $21,125.00 per Affordable, Dwelling Unit under Proffer 2 (the "Minimum Cash Co-ntribution!"). The Annual Percentage Change shall be calculated each year rising the Cash ContribotionDue, even though it may be les's then the Minimum Cash Contribution, HQIVT4VER, the amount i)ald by the Owner shall not be less than the Minimum Cash Contribution, For each cash contribution that is being paid in iuorementss the unpaid incremental payments shall be correspondingly aclj,usted each year. 4. Road Imorovements. If requested lay -the Avinity Home Owner's Association, and so long as such request me,-ts all Tequixements of applicable health and safety rules or regulations of the County and its emergency response agencies, the Owner shall install trafffic calming, speed humps (or raised crosswallks) in up to four (4) locations along Avinity Loop, generally inn the areas shown on the Application Flan, The Avinity HOA shall have •two (2) years from the issuance of the. farty-eighth (49th) building permit for a market Yale dwelling up -it within the Property to, request that the Owner install such traffic calming speed humps along Aviriity 1,00p. If the HOA does not request speed bumps as provided herein, "'dIdlin (2) years of then issuance, of the, firty-eighth (48th) building permit for a market rate dwelling -unit Page 3 of 4 — T ISCOTT R. COLLINS;?, LJ 0 No. 35791 11h, 1�0�Als�vIOIVAL E�AC'Zr 11 4 ii U I .- 0 w LiJ -1 U.1 0 LU U (D V) 1: JOB NO. Q) > a) 092033 SCALE N/A 0 Q_ SHEET NO, 0) Q 8 _C: C