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SDP201800068 Plan - Approved 2018-10-25
■ , ■ :_ GENERAL NOTES OWNER: MARSHALL, MICHAEL J OR ALICE R 1335 PLEASANT GREEN STREET . CROZET, VIRGINIA 22932 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESViLLE, VA 22911 ENGINEER: I COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 ` '' TAX MAP NO.: 56A-1-26 (4.403 AC) 56A 1-1-26B (1.865 AC) 56A 1-1-30 (2.258 AC) 56A 1-1-30A (2. 638 AC) 56A 1-1-29A (0.604 AC) 56A 1-1-29 (1.146 AC) `, 56A 1-1-31 (0.696 AC) 56A 1-1-27 (0.680 AC) 56A 1-1-28 (0.539 AC) . '. 56A 1-1-28A (0.566 AC) 56A 1-1-36 (0.589 AC) 56A 1-1-36A (0.434 AC) EXIS77NG R/W TO BE ABANDONED FOR WAYLAND ROAD, BURFORD ROAD (PORTION OF) AND McCOMB ROAD (TOTAL R/W=1.929 ACRES) TOTAL AREA: 18.347 ACRES TOTAL AREA PHASE I =9.258 ACRES TOTAL AREA PHASE N (RESIDUE) = 9.089 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT PROPOSED USE. SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (WLLA UNITS AND TN UNITS) DENSITY ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 18.347 ACRES x 6 UNITS / ACRE = 110 UNITS ALLOWED PHASE I. 50 TOTAL UNITS PHASE It. PROPOSED RESIDUE60 FUTURE UNITS) ) NOTE. • A SPECIAL USE PERMIT MAY BE PURSUED iN THE FUTURE FOR ADDITIONAL A DENSITY WITH AFFORDABLE HOUSING PROPOSED PHASE i DENSITY• 50 U NITS 9.089 AC 5.5 DWELLING U Ni TS ACRE PROPOSED PHASE N DENS( 0 = DENSITY (TOTAL). : 110 UNI TS 18.347 ACRES 6 DUA 7 r r .7�iE7�7.� � Y C�L•1ri t TOTAL OPEN SPACE PROPOSED = 3 .42 AC 36.94� ( ) TOTAL OPEN SPACE U = • REQUIRED 25.E 2.315 ACRES () S OPEN SPACE TO BE OWNED MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND . ALL OPEN SPACE SHALL BE RESERVED ES R ER IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION N SPACE A D O OPEN N N P IS PROPOSED TO BE DEDICATED 1 ATED PUBLIC SPACE. PRESERVEDMANAGED SLOPES. • NO PRESERVED ERVE SLOPES OR MANAGED SLOPES E AR SHOWN N?TNiN THE LIMITS OF THE PROPERTY. BUILDING HEIGHTS. • MAXIMUM BUI LDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT: 5' MINIMUM ( 18' MINIMUM FROM RA OR EDGE OF SIDEWALK TO GARAGE) , SIDE: NO - - NE MIN. 10 BUILDING SE 1 PARA 170N ANY BUILDING THAT EXCEEDS 35 /N HEIGHT SHALL B G E SEPARATED FROM AN Y 0 77-fER BUILDING BY 10 PLUS 1 FOR EACH FOOT T C THE BUILDING C EX EEDS 35 IN HEIGHT. REAR: 20' MINIMUM SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: LICKINGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES AUGUST 2018, 7N E TOPOGRAPHY INFORMATION IS BASED ON ALB. COUNTY GIS THE PROPERTY IS CU RR N E B R Y E S URVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. iNFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING AUGUST 2018. DATUM: MAD 83 EXIS77NG VEGETATION: PARTIALLY T Y WOODED ED WiTH (2) AND RESIDENCES ON THE PROPERTY EXISTING GRAVEL DRIVEWAYS LIGH77NG.• l NOSEE L G S 7R T HT7l NG 1 PROPOSED K17H THE DEVELOPMENT. PARKING: 50 SFA UNITS = 100 OFF-STREET PARKING SPACES REQUIRED DRIVEWAY MINIMUM 1SPACE + 1 GARAGE SPACE TOTAL PARKING PROVIDED: 100 OFF-STREET PARKING SPACES GUEST SPACES. • 1 SPACE PER 4 UNITS - 25 SPACES REQUIRED PR OWDED GUEST PARKING SPACES ( ) ON -STREET PARKING = 38 SPACES PROVIDED GUEST PARKING SPACES (PARKING LOT) = 15 SPACES CLUBHOUSE PARKING SPACES C ES PROVIDED = 15 SPACES TOTAL GUEST PARKING PROVIDED = 78 SPACES PHASING: G S 0 SHALL BED DEVELOPED WITHIN 2 PHASES. CURRENTLY, THIS THIS PROPERTY HA E C POSED PROPOSED LAN INCLUDES () 1 PHASE AND PHASE 2 WILL BE THE RESIDUE PARCELS. R P BUILDING SITES. -50 EACH CONTAIN A BUILDING SITE AT COMPLIES WITH HE REQUIREMENTS Of PARCELS1 H N TH OF COUNTY ZONING THE ALBEMARLE SECTION 4.2.1 ORDINANCE. BURIAL SITES: O RESIDUE PROPERTY PARCEL IMP 56A-1-26 . THE A CEMETERY EXISTSN THE R PR R Y ( ) CEMETERY SHALL REMAIN AND WiLL BE PRESERVED WiTH THE DEVELOPMENT. STREAM BUFFERS. • THE 100'STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE NTH THE ALBEMARLE COUNTY WATER PR07E'C77ON ORDINANCE D FL 00 PLAiN: A PO 77ON OF 7HE RESIDUE PROPERTY IS LOCATED W77HIN A FLOODPLAIN ZONE AS SHOWN R H INN ON FEMA MAP 51003CO229D DATED FEBRUARY 4 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE W17H ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32. Z9 OF THE COUNTY CODE. TRASH: EACHLO SHALL HAVE AN INDIVIDUAL ]RASH CONTAINER. T H RECREATON AREA: PROPOSED 2.45 ACRES (OPEN SPACE A). THIS RECREA77ONAL AREA WILL INCLUDE A CLUBHOUSE, OPEN FiELD FOR AC77VE RECREATION, A TOT LOT (MIN. 10,000 SF), AND AN OUTDOOR PATIO MEE77NG AREA WI7H A FiRE PIT. / TOT LOT AREA SHALL INCLUDE THE FOLLOWING (AT A MINIMUM): ONE (1) SWING (FOUR SEATS) ONE (1) SLIDE WITH TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES OPEN SPACE.• RECREATION AREA OPEN SPACE (OPEN SPACE A): 106,577 SF (2.45 AC) ADDi77ONAL OPEN SPACE. AREA B. 10,083 SF (0.23 AC) & AREA C. 29,432 SF (0.68 AC) TOTAL OPEN SPACE: 148,795,5F (3. 42 AC) - 36. 94r OPEN SPACE (MiN. REQUIRED =253') IMPERVIOUS AREAS. • ROADS.• 1.85 AC (PAVED CIRCULA T70N PARKING AREA = 21,135 SF) SIDEWALKS. • 0.50 AC BUILDINGS/DRI VEWA YS• 1.55 AC TOTAL: 3.90 AC (42.139. IMPERVIOUS AREA) PROPOSED USES., LOTS: 128,441 SF (2.95 AC) ROADS (R/W): 128,896 SF (2.95 AC) OPEN SPACE: 39,515 SF (0.91 AC) RECREA 71ON AREA: 106,577 SF (2.45 AC) OFF51TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SiTE OR WITHIN EXiS77NG RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC S7REETS 40' O.C. 1N ACCORDANCE NTH VDOT AND ALBEMARLE COUNTY STANDARDS 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 50 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 293 ADT (146 ENTER/147 EXIT) AM PEAK RATE - 0.44 VPH PER DU = 22 VPH (3 ENTER/19 EXIT) PM PEAK RATE - 0.52 VPH PER DU = 26 VPH (18 ENTER/8 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. PLEASANT GREEN - PHASE INITIAL SITE PLAN WHITEHALL DISTRICT - ALBEMARLE COUNTY, VIRGINIA / i 1 4- - Y Y 4,, J a, y x �__ "'"' �I - - - ::: -, . ( ... ` , .. 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J L.-.- { , % f e J ►T 1 mEtta a J Sub Y A 4 i J 1 r„ J Y i i , { n , 1 1 t J he 4 /" w a nd A vi ed Y e J / PP �W Y �. 4 iJ + •f / 0\ J men en Depart ri t , �m t . a mu nit C om Y I p :/ 4'': l 1 { d I K i' D - L�/1 , 1 YAI > ^.-,. \ y r : h. r t 1 �;': 4 r i -ram '. \ _ t \ "•i \ J 1 __- \ r�yir ` J x 1 I •. : '.: y r' J C•. t �. r d Y r J J l.' Y Y \ y Y • :•.'•` bn °h :l i Y �, :':� oT : �: 4 4 I 1 l':. ��Qp \ Y Y y L 'TV jj ! �."11i ! t L©T : ;% J Y Y , NOTE: IN ACCORDANCE WITH THE 2018 I1^ , PHASE II r ! t ',. o,.'.'. y....' J , , a Y �. INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D tri r r 1 .' :1•' r J. a i i r N r ! r,%':-. ' J a 4 4 4 Y FOR FIRE APPARATUS ACCESS ROADS, A i::$: }Njj;: 2 11.'\ 11% r r •,.--.'.',.�_,.-.'. ': :::•.�: •':'.•.•.•.-:':, ._•. •'r im r , d J J Y , , , , r ! t...::,.� J Y , , # , y DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A �, r r t : - y ' Y - � 4 , , J SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE '. iu0j •a` , ! r 1:'.`.',.',.':�•,''.:I ^'. �� Y , J Y J , , Y r i t , �; r , ; Y f A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL - ! r ' , f r J , ; TM,P ' ' ' - , , < CONNECT WITH FUTURE DEVELOPMENTS AND IS `"'i' t / . 4 .. " ' ' ' ' '�) A Y Y f{' ' ' DETERMINED ACCEPTABLE BY THE FIRE CODE r �h . "•u..� r y Y J 4 4 , ,4 y'' J r Y 6Y 1- 1-, �w i� ""' .� -� • ' ' ' ' -.. ; ;PA�4CEI� TWb i OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM r r y ' '°''"� ® I",. �9 , , THE EXISTING PUBLIC ACCESS ON BLUE RIDGE ! r Y Y a i ��` f ' a '11� AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING ! j'A.aa� r '' "f w CONSTRUCTED ON THE PROPERTY (PHASE II), A , r . J �. � r °� , SECOND ACCESS CONNECTION SHALL BE I �`'�.,� CONSTRUCTED TO THE DEVELOPMENT, PROVIDING . '' \ ':M- a TWO POINTS OF CONNECTION TO THE DEVELOPMENT. Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITIES, GRADING &DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS 5 TOTAL NUMBER OF SHEETS EXIS77NG CULVERT CULVERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUT7ER PROPOSED PAVEMENT EC-3A DITCH ADEPTH OF EC-3A DITCH EC-2 DITCH (6" DEPTH OF EC-2 DITCH W w a rn W W U L.L. �/ W 0 U ,.. ..• ,,, - EARTH DITCH � DRIVEWAY CULVERT * BENCH MARK W t_U _ _ _ _ _ CLEARING LIMITS rn a Uj Ln i_ JOB NO. zw EXISTING CONTOUR 112066 - 20o PROPOSED CONTOUR SCALE 240.55 VOOT STANDARD STOP SiGN ill = 501 .__.",- PROPOSED SPOT ELEVATION SHEET NO. 1 TH 0- - - - -------_----- - - ---A - - f -------------- B-dCK11kHkk-RR�NUd RAkROAD - - - - - - - - - - - - - - L - - - - - - - - - - - L -- - - - -- - - - - - -- SCOTT R. COTLTNSt� p.D�, B:.I] -GRAVEL ROAD - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - ---F--j ---ffF-\ ENT 0_6_5�12 T_ (rU-)N o. 35791 S42*5T25"E 268,17- _7 - --- -- - - - - - - - --- - - - Rlw McCOMB ROAjD IMPROVED) tONAL S tia (UN - - - - - - - I IF BENT S42'56 34-E 240.83r(T) IF is 3 U a/ BENT _S4!v5_5'13-U_ �f2fk((_T)Y I / IVL T RWSA EASEMENT 188.621 WOVN WIRE FENCE 52.20' 214.8 210.08' 0 1� IF 0 0.23'w P.O.B.0 ,DB. 940 PG. 56 RIGHT OF WAY RIGHT OF WAY P.O.B. 2 AND ACCESS AND ACCESS EASEMENT TMP 56AI-1-36B S25'34'WW TiP 56AI-1-27 Tmpl 56A I - 1 -28 1-1 EASEMENT DB. 265 PG. 340 50.00' (PARCEL ONE (PARCEL TWO) DB, 265 PG. 340 VjA R CEL T W'0) -1- 01 TMP 56A 1 36 0.680 AC. 0.539 AC. (PARCEL TWO) 1 1 0.394 AC. 0�1 A W TMP 56A I - I -26A - 1, IF tx:� k 0.589 AC. i CROZET DEVELOPMENT /.A IF CHAIN LINK SOLUTIONS, LLC FENCE DB 3447 PG 229 C ZONING: R6 66 ? J. P TMP 56A I - I -28A, ?,T -D 13 52 Ar S (PARCEL TWO) IF 0 1.92' SE --\ 'o 0.56�IAC. 7- tco- IF 0 0.26V 0 p VG ODb IF /,A C� 0 '04!5 IF TMP 56AY-7-3-RA C-) to 551 && I V) :) F (PARCEL TWO); LU V) IF BEN CONCRET�/ FRAME SOO-43'26nE dl I a C� 0.434 AC. PATIO FRAME 1f1 I 'S IF 141 1 F P.011. 4 SHED Iq 414 0 79.85' IFO 2.06' E----z BARN cq� Pl� OP�___�F BEN 56A I - 35A d�' IF BE 2-STORY ON SLAB N S�LVEA, L.LU�ME ONUj 13� GRAVEL` CRAWL #1335 F DB 4 6 7 (PLA T) DRIVE I-, ZONING: R6 Qj TMP 56A I -z29 PLAYGROUND RIGHT OF WAY I/ // 0/-/ (PWEL-ONE) AND ACCESS IF �' / f \ WA��R -ST06 IF BENT* ---1.146 AC. 1.114 EASEMENT 56AI -35 0.41' SW '110 DB. 265 PG. 340 N11 CRI , MISTY DARNELL FRAME TMP 66AI-1-29A BENT -WB 162 PC 19 2-STORY FRAME ��,$SHED,- S To E W4 (PARCEL TWO) DB 57'6PC-K5 (PLAT) TMP 56A I - 1 -25 'F ON CRAWL/ .00, N3412 0.604 AC. k 56A 1 4 CROZET DEVELOPMENT PARTIAL CELLAR #ay-,UA,�D plonW 218-28' SOLUTIONS, DEVELOPMENT /0 ON 4,Or__ ROAD IF NIF Y, DB 3447Pj9-2Z9___-- - 1P /iI(UvjA(pRO F OjR? \ ZONING. R6 AFT IF 0 1.18' NESUM 2\DBI 2 PC 200 PUMP 427'31 -E DB 15j10 PG HjGUSE,-- 168.80, 223.67'(T 0/-/ 20' ACSA SANITARY PONINC:, R6 00 COOT-1 IF I ax SEWER ESMT LU U6;' DB, 940 PG. 61 _SY GRAVEL 1�1 11? 4: STONE x DRIVE .00, TM - WALL ,-BLOCK RET. (9?, P -56A r- -1-2 6 5f 4k'A, -A WALL FAI 91. BM #1 TMP 56AI-1-33A IF (PARCEL ONE t_ - -_ TOP OF MH=726.02 BER, JAMES L. OR P 4.403 AC. F WE is Joo DELORES J. '00 RA .7.2,(7) 1990 PG 389 --GARAGE\ \ i\ - 0 PC 534 (PLAT) NO SLAB "?6 ZONING: R2 L U VEINY r's 0 8.56' 56AI- 3 SHED FRAME wo Lo cr) �o - NIF OR Lo I - AN cyi TMP 56 1-1-32 DB 21 IF 7.43 24 1 A- 5-251;23' DB 19190 PC -34 T) B CN IF BEN 0 .00 6 NIF BA ?�AMES OR 49.11' ZONIN R6 ORES A �1, DE CY) VB\5 ACCESS EASEMENT DB 22 C,2 7 (PLAT) CEMETERY DB. 265 PG. 34'0 5' DB. 265 PG, 344 vIF 2.8 ZO NG: R6 TUP 56AI-1-32B 0 NIF BABER, JAMES L. w CY) - - - - - - S OR DELORES J, W N r / -' / �h / TMP 66A I - I -26B (397 PLAT) DB -1a,9,PC ff94 (PARCEL ONE) AC. M 6A 2A ZONING: R6 > NIP LLER, TR W. Ld DB 194 PC 65 z DB 2 PC 2 Z R6 MENEM TMP 56AI-1-30 � 11 DESPRICA ATE COUNT , (PARCEL TWO) N TED 10 0' CODE 2.258 AC. L9 APPROXIM E _STREqU8tM -%N En LOCATION F^ / 1 a/ J 100-YEAR DELINEATED ER C-V k, WETLANDS (TYP,) TMP -66A (-I -30A FLOODPLAIN "I" (PARCEL TWO) A\ IS 0 20`�N- kz, / 2.638 AC. C) w6vj IF 0 53.18' NE IPENCE •� -- /,�`� \ h�` \ R U) Ul w w U) mi w 000 C:) C:) UAArrilu SCALE L. 1 %Jr-VUrNMr'r1 1 10 DMOMU VId ML0MV1PkFXL1= %jVVI'41 T %31i� 1114FVr%M1V1r% I RVIN. 1Z V AHA 'Y ..... ....... ........... ------ THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, ::i V 0.003 AC.±- . +,+::ji:i� I i z 50 0 25 _fk_ 100 200 GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN Av' I/ I I I I L\ AUGUST 2018. 9EA ;rl 3. NO PRESERVED STEEP SLOPES OR MANAGED SLOPES ARE LOCATED o.63� AC.± IN FEET ON THE PROPERTY WITHIN THE LIMITS OF THE PHASE I. 1 00'WPO ti STREAM BUFFER IS SHOWN. I inch = 50 ft. f A BOUNDARr CURVE ,�urve Length Radius Delta Tangent Chord CK61rd-Bearing- 50.49' 21.76' 132*57'18" 49.99' 39.90' N 88'01'44* W BOUNDARY LINE TABLE -Lina- __ -Direction Length L2 N 30'03'53" W 70.65' L3 N 24*20'24* W 43.96' L4 N 46*37'588 W 15.38, LS _8150' L6 N 38*38'26" W 43.13' L7_ N 21'02'07" W 29.44' L8 N 21'02'07" W_ _iyaF 19 j N 12*51'17" W 42.98' L10 N 3837'41; E_ -89.7-S- -L1T_._N_OV33'29" W 38.52' L12 I N 1811 , 25' W -9.'99,--- L13--[ _N 181�125' W 51.21' L14 N 29*46'06" W 109.-96'__ L15 N 29*46'06N W 34.25' N 41 '32'01 * W 36.47' L17 N 1 3_'2W55"• W 49.07' L18 I N 25-55-03- W V) < z 0 W oz w 0 C) z Uj V) W < X M LU 101- ;7 Uj LU Cy. (D U) LU .j 01- b r_% I LLI 0 LLI 10� :C D_ U) JOB NO. 112066 SCALE lit = 501 SHEET NO. 2 ---I -- — - . — —_ — — —CONNECTION RWSA --- _ —_ -- EXISTING RAILROAD-_CRA-VE-L-R-GAD— Y -` `� WATERLINES -` — ` H Q�� - J -«— t t t y i Y J 'd '1 }'••..,y i� t i Y t Y Y d� J Y Y .. . J J v d x d Y Y Y t i t �-----3_J_, Y .:1 , L -Y i J v J t t t ft t t t t t 'Y t y ..• - Y Y Y Y Y i t t Y J t Y d� y".••.•tl. Y t Y t i t t -- -- �-i J -y— ,_�_Y Y J Y Y^ t JI �1 J t J Y —_ _ t-� x J J t t Y' i i Y i i t i i d t i YJ Y Y� ,. l f. - 1 .. . y. : T. ' -.%, , t .. `. t. a, e" •? �, (10 IN y Y t J Y J Y d Y Y i J f d J v Y Y t t 'i t ..):.t ._--� a.r���''� • d Y Y t t t J t t ,r-d---d .; ;�,:' s .'. ' .: r• COTT R. C O LL S'7_t i i J J t y Y i i t•-F + .-- y- Y J i- 4 t i Y t d .. Y Y Y t �1 t t t Y Y'�I _ I'�_ PR t Yt J i x -'-Y t-Y—t--Y-^-J t -i d-No. 35791 J i --_ yY ii Y i d / J HYDRANS Y SE i J t t i J d Y Y d Y Y Y d i Y t i J w �.:•.'. •' s d d x ! t J t t t Y Y x Y Y Y .. .,.: •.: :•.. ... �.:. ....: :.':': :'.'.:':.��:: '.;.: .: .. .. .....• ...... .t x Y J Y i J Y i i t Y t Y t .. .... Y J i v vJ Y y y t Y t Y t J Y Y Y t d i v v f• i (1} x J V t Y d Y i / t i t t Y J Y t i t Y Y i t t Y S + Y Y ' A d J Y J d t Y i t t x I+ i t Y J d t i v t Q i Y i Y i L Y i t NA Y i Y d Y x t Y i t i v J Y J t x i Y d Y Y d i t Y i Y d t J Y Y Y d i t Y J /Y d i ai t Y ,�:Y• J Y Y t Y 1 y Y Y d Y Y J Y d Y J Y Y i Y Y i d Y t i + t v i t � t i Y i Y d i Y d Y i t t Y J t t Y i Y i d x v d + Y J d J i d t + d Y d t Y + + Y Y t Y x Y i Y / Y Y d Y d i Y Y i J i t Y J t t Y i S t d t d l t Y J Y i i i t t t t Y t Y J t Y i Y t i v ..f t 'v' d i •:#: ' J t d i i t •"t� � r'� J Y �l Y J t / J t t J t d Y Y J Y J t x ;+ x t t Y d Y J i t t t Y J t i i t Y t Y J Y t x !f' t t d d t d d J i J �.�•' i J d t d d Y t Y i t Y Y / Y Y i t Y t• t Y i t J t t t 3 J t i i t i Y i i t t J Y t i t J i J + Y •+ i t i t i Y v t t Y t d Y i d i t i i t t J Y J Y J Y +T t t t Y 41 t Y t d d Y i d i J t i J t Y Y Y Y t t Y t d Y Y i i J m J t i J t i t t Y Y t : -•� i Y Y J J i t + i t d t Y t J t Y t Y Y t Y •+ , Y i d t J d i Y t d d t Y i t 'f t t i Y t Y i �:I • Y Y � d t J Y + t J d i Y O J S Y C i N J P 4 Y i t J t Y J; d Y d t i ,T Y d t �•• Y Y t t d t d Y v 1 Y i d p/ Y d / J J d f• J J J J J Y J ++ AREA Y t f� A d i Y Y Y Y Y Y i d t t - t t J Y J t t Y Y Y t d i d Y Y Y .Y v + t Y Y J v d Y J (/j v J :'•*;'�� ACRE / Y x Y Y J Y t 2. SI t• d d t !' •' � Y t J "T Y Y Y i t i t d t i Y ' Y Y d t Y Y Y i L O. G Y .\ I Y R O E. DI G- B R R0�5 L H E Y U ©US - J� Y d d t 56 1 1 26A + t TMP A i f J tt i t x Y t t d J i Y t t Y t J lP J x d d J D "Y Y t PROPOSE 8 Y .L T / Y i J Y Y O t t a o t Y 2 J T T LOT AREA AN[7 t i Y t t Y Y Y •I d t /- J i t Y i i d d t SANITARY SE ER o T DEVELOPMENT w N F CR ZE J x t Y Y Y •:L T. / J Y J t i Y Y t t Y 4 t t d .d t J A T1V1= f�E'CI�Ei �' i J C I FE t i Y t t Q N C Y Y I Y t Y Y r SOLUTIONS LLC x v S-+ t J •• d d v/,�■ J t V t .L Y t Au i LI Y Y d Y Y ' t x / { t x •t Y i i i i t J d t t Y Y Y Y Y t R 2 O t Y Y t Y i v V J J t Y J t Y Y t v B 3447 PG 229 t x A f:J J d i Y + i Y �t a Y Y Y t i t '•f Y I i J t V•' t i Y S" `f Y Y Y Y L t v i V t Y Y ' •F' d x Y i M 3 6 J r- t t �• i i 1 N R i i t ON G i . •11 i fj� ,{ t Y Y Y R J Y v Y i Y J . d Y }' t Y� Y Y Y,/ i Y Y J \ A J Y J i t i 7 i .^ i J Y t t T: ••i Y i 4� t Y Y Y f V' Y J Y Y t Y Y d J Y t Y t 4 Y J O / x t Y Y •t d Y d t J Y Y t J t i G N Y t o Y J Y Y •i J J J d v Y _ d _ P P / Y l J •' t Y t m Y 6 pp �� Y Y CT Y i -A t { Y x J Y T�`t` •N J f" ••Y Y {{{4jj Y • Y • / -�_Y z i _ \ v C t t i .' V i Y J MIY t i J t i Y J +gut Y �'.•'� t N Y + a Y x Y Y /t], ••i d + ^1 O v Y i - Y Y x Q i •d Y J Y 3 T J t Y o i Y t t Y t J 'yyt Y d 1' IY t Y d t d Y A t Y V i i x Y t Y Y \f r1 J i / J t Y t v Y _ P t Y Y J Y Y J d i J t x Y Y Y �✓ i t t J t v t t t i Y V //f J l t J J Y t Y Y i Y f`� Y i J t Y J J LL t Y t o J i T' •. . �T ,^l J FF' M t t v t t lI Y 'Y i d co i t / � U J t J Y v J Y t t x Y d t J t Y Y J Y t i t Y Y -i• • t i J t t i d d tl..' � : • ' Y w � Y Y J t t Y v t J Y J t Y .L� • T� . Y [� t Y t o t - d J J 0 t t t I `I J Y Y v Y J t d Y J t •'t� i t i fKj� Y Y Y Y Q J t Y Y Y Y t -• d i _ J J t i P ED t i J PR FIRE PROPOSED i Y v J Y Y i d Y 1 � f- J t Y Y v t v Y J J Y Y Y Y Y f—t Y H Y t I + � t Y ••f i J i t H D A SSE B Y R NT A M LY Y Y d Y J Y Y t J Y J x Y d Y t Y Y (' •• I d t Y Y Y•�/ Y Y .• Y f-1 iN t Y Y \ / •,� i J x Y �*.,� J t +\ r i t. i t i T I J d J t I � Y J + d ' 'I d Y r Y i J J i i d -� Y J FRAM' J J A Y J �* Y /' Y •t w i Y t t .� Y Y i J + d Y '\ i J + i Y t i J F". t OC t 0 �' Y J 1 P 56 A t ���``• ••:�. 1 35 t J A r i J i d i d Y d t J Y Y Y J t t t Y t Y W V i Y J Y Y t SHED J I C i C:. .....-.--•"-' i 11 i t ter' t J t t Y i d J t d i ! J t d J i 1 ..• d i i J /� Y Y t Y t Y i Y •� -c• Y i Y Y J d N SILVE L. d /I A J J / :! f Y t Y J Y t J t Y t i d i d t i \ i J i Y t i t i Y t J J t Y Y 3 Jr t t i t i J J J Y •.•b Y t t t t d t + t i t i t Y t Y Y i Y t Y t r i i t J i Y J J �T:•• Y + i Y •�• i a i t i J ^ i d J Y J t DB �4 G'367 PAT J L •'� i .t v i t '/ Y t J d d ! t l ) t t / Ityl e Y v t t t J f I GRAVEL t i i R ", J Y d Y t i (l\\ dv l`\ t i Y Y JY / d t•••al YZONING: 6 NI R J Y .N Y tLOT'. e Y t t 4 r J Y t d t DRIVE t Y t J Y Y i t J i t J Y J d \\ Y J d r' t i + + t d J Y +% + + J f. Y d d d x �h r N Y TM 56A 1 35 J t Y + + Y N CRITZ MISTY DARNELL .•1 ' d 4 Y Y J Y WB16 PG12 2 Y Y J 2 STOR FRAME Y + ,t < . t J d DB 576� 5 PLAT ON CRAWL .'>, -.? '.��.. + �'� I PARTIAL CELLAR-�.,,` ..--- PROPOSED 8 F ::::;;;:' J �, @AEG: T 56A 1 4 ui l DIP WATERLINE c:':': :::: J -'' N/F P KEY JO "ram 3 ' ' y ---- __ _ PROPOSED FIRE DB 2 PG 200 HYDRANT ASSEMBLY D 1 0 PG P t 1 B LA PU M J ZONING: R6 Lu Ho f. . Y RAV G EL f. r-- d� r r a� t r DR IVE E �•:LO r� .r' `::PR � �� �'�::•':�• TMP 6A1- / 5 1 33A i f Y / N B R J A E AMES L. 0 �/ U Y Cr) �\ 11 Y/ r/ \\\ DEL "•3 E E J. r--�- i S Y. t o N '::ALL••;. Y Y 10. D 1990 P 3 9 i � G 8 . i 1 0 . -- --- c� �f t 30P 54 W G PLAT i \ 3 JY I / A• i 1 o CONING: Rz / z: Y i e d J N i Y Q 1 P 5 - a Y 6A 1 3 f s -�. f t t t 0 d �1 Y PHASE 1 d t ` •.1 / t t f ..----- N F S IE-�...... t AN F 0 o' t Y .:�o. N i� 3� l i • / Y J Y Y Y t \ l t AN L� A N / t Y t t ��� o' W �::' /lam. j ®REN PA L S C J Y + J � t: PHASE� � .�---• B 2 G 1 _ SOT �a:. 41 P 2 f i Y i •:4. D Q r� i Y r / � t i �A E'A'$ d / J a-� r- Y Y J t .-' ..-- N F 1 P / Y DB 980 PG 34 AT Y 1(/ l f + d Y ) r Q a. YE Y z Y ! x t Q' oI 6 / Z N NG: R ./- f Y t t .. Z / W L Q Y I�--I 1 Y r t Y i i' Y Y F i Y Y f i Y / Y F tDB J /^Y Y i py� ,... t Y Y H ./' L.T. Y o. ���' aPE�S C •L N d J • + i v Y 1 -4 t r �. L • � �:•�-:�'� � i J Y i t i .:.�':�:•';:•�:-:.::�:• �.• •' �� � • ' � ' TMP �6A1 1 32B uj •:��-.4':: ``�' :'':. "..::::• ' • �::: �" �• .' _ .',' , . T-;•:; ::;�::s;-;:::.� • � .. ' « ---}. Q. AC R ter- W /..•. :"'\ ,_ J d N F BARER DAMES' L. Y Y t /` .. � `:;�., .- ..--'" ILL PROPOSED E i t PR C� FIR `r- •� d t -/ J Y i t J i e / � \ S Y t V ° df \ DE 0 L'S J. i ' 2'� OR L R f t 0 t Y t d / ' Y Lu HYDRANT ASSEMBLY a. � Y ...--� Y t J / 0. Y • \ yy -_f T• Cam•. • IY >V t t (^� i •o Y :t.. DB 1 2--PG 394 d x Y d •Y• t 1 _ _ z t .h .�. f•a r Y .{' 39 7 PLAT) t .--� LA Y J 'r i^• .i`.. t l . s. Y J +':fs s ."�. .> ZONING: R6 oT.' •..h N 0 Y / t t J Y 'w + QQ / t \ — T f ` Y / 6 1— 2A / :� TM A i r-=t t..- ' PROPOSED ED J P S 8 t y �J Y 9� - f / I d v Y �\ - t AN ARY EWER'' d U w rf S IT S / N LLER TR W. f x Y / 1 L T• 0 x f + 9 Y •:•'\ DB 9 G 4 P 65 •O Y T x 9 +. i v i v .fi -� DB 2 PG 2 L Q •OT. Y i Y d i W Y w` r ° Y t J x Y Y LJ i Y I R6 x .4 J v Y �3 Y W i d i Y i Y �\ .y as t l T ul Y d Y } t Y Y i d � s t v / / t t i / t r . Y •tp1 t + i t / t o i i v Y Y t t Y J `r. }- t 1 t t ?v d Y — J J - d W C t t d Y o N t t �" W [� 1 t fl t 7 i i i d t /'t Y CODE / W 0 0 �y e� •T + ;t. + d v fi Ys fi 0 E ti 1 Y F D EATED L 1 Y d , cn ::PROPOSED 8 0 -N OTE:_ T E E B WETLANDS r� 1 RMWAT R MANA EM NT HALL E + t '` . IP WATERLINE " J -- LLE D~' CTE WITH�FHE. TORM SEWER SYSTEM AND E 'a TH l J i y`. RUN N OFF DETAINED WIT ^ � UNDERGROUND + TAIN HIN-AN I �. t J \ _--Z W r Y RETEN TION SYSTEM THAT WILL ALSO - OV DE'S. B1 '.. i J PR I ME rr 1 e t IRRIGATION FOR THE PROPOSED GARDENS ALONG THE ,--" r -- PROPOSED FIRE t STREAM BUFFER AREA. WATER QUALITY SHALL BE ;.4 i t a S BL t YD ANTA SEM Y �-- H R ACHIEVED 1 --"e. VED WITH THE PURCHASE OF NUTRIENT CREDITS , �. Q r� t Y !d Q FOR THE DEVELOPMENT. 48. o W �.. PROPOSED _ J PR E 8 ,,► i l a t Y SANITARY SEWER -- --- N CL �� ��� 4�`'� 2 �^'~ '° ��,. ;LOT ••�'� Y z A23 - TMP 56-115 Y Y Y i Y i i N/F V UE REALTY 17 A16 A15 D GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 774E CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED K17H THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W THIN THE PUBLIC RIGHT-OF-WAY OR W TH& EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCAT70NS ARE APPROXIMATE. EXACT LENG77-4 LOCATION AND APPROPRIATE END 77?EATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITI0NAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7IAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WIN THE WRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. 7RAFF7C CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC7ON PROCEDURE AND W17H A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. I74E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY KIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA775FAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 774E ENTIRE EASEMENT. 07HER 7REES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF 7HE SUBGRADE. DRAINAGE.• 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND17IONS INDICATE: J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPAR7MENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T.- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF 77-IE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 7HAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR 1Il PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT 774E SURFACE COURSE IS BEGINNING AT THE COMPLE7ON OF THE INSTALLA7ON OF THE AGGREGATE BASE. IN 774E EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPL Y. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 774E PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS77?UC7ION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 0774ERMSE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE K17H 774E APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING„ GRADING OR OTHER CQNS7RUC770N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8, UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS /It. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY W17H OSHA STANDARDS FOR THE CONSTRUCTION INDUS7RY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. NOTE. • PROPOSED LANDSCAPING TO I I UTILIZE OUTER X OF PLANTING STRIP R/W PER X CLEAR ZONE REQU1TiEA1ENT C� RIW GG-6 I POINT OF CG_6 5' WIDE CONCRETE CURB & GUTTER 5' WIDE CONCRETE SIDEWALK 3 II FtN1SHED GRADE CURB &GUTTER 3' LEAK R ZONEI I CLEAR ZONE SIDEWALK EXIST. GROUND 2X 2X SURFACE 2X 2X� g• 1 :. 6' PLANTING STRIP •:. }.., � �' 6' PLANTING I� 4" MOT 21A 4- WOT 4• r STRIP 4" MOT 21A / STONE BASE STOW SUBBASE STWE STnNE BASE EXIST. GROUND BASE B 7.0 5 6 2.5 2.5 6 5 1.0 t0' t0' (TRAVEL LANE) (TRAVEL LANE) R/W I4" CONCRETE 3' I SIDEWALK EXIST. GROUND l_ _ ` y EXIST. GROUND f 4" MOT 21A STONE BASE 5 24' F/C,-F/C 4'9' TYPICI4.L NLIGHBORHOOII 5�'TREFT SL'CTIM (49 ' .R/,r) #',4T"ff,V R011B dNO BrfRMI1 ROT (ALL MBLIC ROAM) CS-SS,4R ",YfV..F"ld4L & &MEB UYff SUBBlYISlON STRLL"7' DLSIGN SPffATV• ,2S &Pfl ON-SITREE1' BUSMFL•OZ)T P.4R"M ONLY NOTE- RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES 2X PLANTING STRIP 4'_. or CC-6 CURB & GUTTER (PARKING LANE) 2X ` BASE - 10' (IRAVEL LANE) CA I I I I/ POINT OF CG-6 FINISHED GRADE CURB & GUTTER SURFACE 2R 42 1 SUBBASE SITNIE IO' (TRAVEL LANE) 6' PLANTING STRIP 56, R/W TYPf6vv4L N. F1 HBO.RHOOD ASTREP71 SEMON (56 ' R/ r) dlcCO,lB .R0.4B (FUBLIC RO.4B) -SM4R RLSIBBNTI.4L & 1(IXEB USff SUBDIVISION STRSff BL'SINGN SPL'LB.' R67 . Fff P11R1YM ON OjVff SIBL' ONLY EXIST. GROUN U EXIST. GROUND RA 4" CONCRETE SIDEWALK I ----------- EXIST. GROUND EXIST. GROUND TOP OF -- CURB 4It 0 'l_l"_2" R f 6" A V L STANDARD CG-5 CURB & GU T TER NO SCALE R1W CG-6 POINT OF FINISHED GRADE ^^ ^ RIW TYPI014L ALLEY S'EMON - ,e7' PRIVATE R0.4I0 (PRIV,4TE ALLEY) 15 NPfl IIESICN SPEED NOT TO SCALE 7" 'VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) .T" Or)Alf" "-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE SURFACE COURSE uuuuuuiuu�uuuuuuuuuuuil INTERMEDIATE COURSE 6" COMPACTED AGGREGATE-' . •ST .; ....,.r .. ..Sf TRAFFICBASE COURSE, VDOT #21A OR #216 DEPENDING ON ULTIMATE / COMPACTEDAND UNDERDRAINS SUBGRADE ASPHALT PAVING ROAD-, NO SCALE CG-t2 NOTE° CCMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING- HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES, AREA IN SQUARE YARDS) GENERGENERAL a AL NOTES; CURB WHEN REQUIRED (CO-2 OR CG-3 IN LINEAR FEET) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES. DETECTALE WARNING SURFACE RNREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS I$ A SEPARATE PAY ITEM AND SHWILD 2. DETECTABLE WANING SHALL BE FROM THE MATERIALS APPROVED LIST FOR SUMMARIZED FOR EACH CURB CUT RAMP, DETECTABLE WARWO SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWAL RAMP 12°1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG•1 DETECTABLE AB°t MA% WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. J. SLOPING SUES OF CURB RAMP MAY BE POURED MONOUTHIlUALLY WITH RAMP 4' 4. FLOOR OR 13Y USING PERWSOLE CONSTRUCTION MNT WITH REQUIRED BARS. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO B THAT ADJOINING FLARED SIpIES CAN BE CAST N PLACE AFTER PLACEMENT OF 10,1 MAY. PRECAST RAMP FLUOR. PRECAST CONCRETE SHALL UE CLASS A-4, TYPE A S. R ALONG OFT# A� FLOCR.CUNUUN PERPENDICULAR 807H��ES FLOOR4WD D P HEOFIRCAEMP CONCRETE COVER 1'/1". 4. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT ID CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. r 5'WN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRE;C[ED 12% BY THE ENO)NEER_ THEY ARE TD BE PROVOED AT INTERSECTIONS WHERE.vER Al ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY --^- y CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTNO. PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CH05SWALKS AS SHOWN ON PLANS OR AS ORECTEO BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP FINES EXISTING LICHT POLES. FIRE HYORANTS,DROP IHLETS,ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UN013STRUCIED.STABLE. FIRM AND SLIP RESISTANT PATH CUNNECIING ALL ACCESSBLE ELEMENTS OF A FACILITY THAT CAN FOE APPROACHED. ENTERC'O v AND USED BY PEDESTRIANS. 0. RAMPS MAT BE PLACED QN RADIAL OR TANGENTIAL SECTICNS PROVIDED THAT 1 THE CURB OPENING IS PLACED W17HM THE LIMITS OF THE CROSSWALK AND s THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS t2°f F��dl PERPENDICULAR TO THE CURB. 5. � x 9. NOT ACCOMMODATE 7HE TURNING REQUIREMENTS F MT PA EO HEAVY RUCK TERTTUIROY 4' TRAFFIC. REFER TO STANDARD CO-13, CONI&RCIAL ENTRANCE (HEAVY AT .2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. - ET�E OF PAVEMENT 10, WHEN CURB RAMPS ARE VSEO IN CONJU+CTION WITH A SHARED USE PATH, [� ` AT XX . SAIA£ AS TOP OF CURB THE MINCM.I/ WOTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS CCIAGONA.), TYPE C A 4•x 4•LANDING AREA SHALL BE PROVIDED 10 MANEUVER A ELCHAR: INTO THE CROSSWALK WITHOUT GOING INTO THE TNAVELWAY. THIS 4'x 4" PARALLEL & PERPENDICULAR LM10NQ AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED OCIdE 12. ALL CASES WHERE CURB RAWS INTERSECT A RADIAL SECTION OF CURB At ENTRANCES OR STREET COMEOTIUNS THE UETEGTABI.E -+� 5"-2'4^ C-C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD Q 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. J, {+0 QO QQQ OOQOQ 0 0 0 0 0 0 0 R 0 0 0 Q Q - LANDING RAMP C, OQOQ99QOQORRQOR(o y R 0 Q 0 0 Q 0 0 R Q Q 0 0 0 0 i+ 0 Q Q Q 0 Q Q Q O R Q O 0 Q s '? 0 0 4 R R 0 0 0 4 R R R R O R t .X• z ILK A)/ TfR a Q Q O Q O Q Q Q 0 R 0 0 0 0 DETECTABLE AT WARNING BACK OF CURB _ VARIABLE FULL WIDTH OF RAMP FLOOR I SEE NOTE 12. SASE-fF i"' - PAY LADIIS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL xvo07- CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (GENER& NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET 1217 3 1 REVISION DATE 07/15 203.05 rS ! SCOTT R. 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