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HomeMy WebLinkAboutSUB201200038 Plat 2012-03-27a GENERAL NOTES OWNER: LICKINGHOLE CREEK, LLC Sheet Title AREA #1: 4.15 AC. 2421 IVY ROAD AREA #2: 52.98 AC. 0 CHARLOTTESVILLE, VA 22902 ® DEVELOPER: RIVER BEND MANAGEMENT COMPANY AREA #5: 0.09 AC. 321 E MAIN S, SUITE 201 TOTAL OPEN SPACE PROPOSED = 58.39 AC -- —� CHARLOTTESVILLE, VA 22902 t t TOTAL OPEN SPACE REQUIRED: 140.186 x 257 = 35.05 AC. ATTN: ALAN TAYLOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE ENGINEER: COLLINS ENGINEERING BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET 200 GARRETT ST SUITE K FRONT 25' CHARLOTTESVILLE, VA 22902 t REAR. 20' (434)293 -3719 CURB & GU TIER PRE— APPLICA TION LICKINGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE CONFERENCE. JANUARY 23, 2012 TAX MAP NO.: 05600- 00- 00 -095AO ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS DB 2733 PG 150 Q ASSOCIATES AND ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS 05600— 00— 00— 095BO NOTE. • FINAL SITE PLAN SHALL INCLUDE AN UPDATED TOPOGRAPHY AND BOUNDARY SURVEY. DA TUM. DB 2733 PG 150 EXISTING VEGETA T1 ON: PARTIALLY WOODED 05600-00-00-05300 NO LIGHTING IS PROPOSED PHASING: DB 4024 PG 489 O TOTAL PROJECT AREA: 05600- 00- 00 -095AO — 38.60 AC. (PER COUNTY GIS) PARKING: 05600- 00- 00 -095BO — 76.10 AC. (PER COUNTY GIS) PARKING SHALL BE PROVIDED ON BOTH SIDES OF ALL GS —SSAR ROADS 05600— 00— 00— 05300 — 25.486 AC. (PER RECORDED PLA TZ H PROVIDED ON EACH LOT SEE DETAIL SHEET J. 140.186 ACRES TOTAL ZONING. R -1 RESIDENTIAL CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS' ARE BEING IMPLEMENTED DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT 0.97 DU /AC + 57 DENSITY BONUS FOR STREET TREES AS SPECIFIED IN SECTION 32.79 = 0.97 x [1 +0.05] = 1.02 DU /AC PROPOSED DENSITY- 131 UNITS/ 140.186 AC. = 0.93 DU /AC. OPEN SPA CE, EARTH DITCH Sheet Title AREA #1: 4.15 AC. b AREA #2: 52.98 AC. 0 AREA #J. 0.30 AC. ® AREA #4: 0.87 AC. LAYOUT PLAN AREA #5: 0.09 AC. -------- 2co-------- TOTAL OPEN SPACE PROPOSED = 58.39 AC -- —� 58.39 AC / 140.186 AC = 41.77 t t TOTAL OPEN SPACE REQUIRED: 140.186 x 257 = 35.05 AC. TRAFFIC, NOTES & DETAILS OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE 6" SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT 25' SIDE. • 15' t REAR. 20' SUBDIVISION STREETS: CURB & GU TIER WA TERSHED: LICKINGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- TOPOGRAPHY IS COMPILED FROM SURVEY BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007, BELL SURVEYS AERIAL TOPO IN 2006, AND � ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS BOUNDARY INFORMATION IS COMPILED FROM BOUNDARY DATA PROVIDED BY ROUDABUSH, GALE, AND Q ASSOCIATES AND ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS NOTE. • FINAL SITE PLAN SHALL INCLUDE AN UPDATED TOPOGRAPHY AND BOUNDARY SURVEY. DA TUM. NAD 83 EXISTING VEGETA T1 ON: PARTIALLY WOODED LIGHTING: NO LIGHTING IS PROPOSED PHASING: SITE TO BE DEVELOPED IN A MINIMUM OF FOUR (4) PHASES FINAL PHASE LIMITS TO BE DETERMINED O WITH CONSTRUCTION PLANS AND SUBDIVISION PLATTING. ALL OPEN SPACE MUST BE A MINIMUM OF 0 257 OR GREATER FOR EACH PHASE OF THE DEVELOPMENT. PARKING: 2 OFF— STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE — FAMILY LOT. ON— STREET PARKING SHALL BE PROVIDED ON BOTH SIDES OF ALL GS —SSAR ROADS BUILDING SITES: PARCELS 1 -131 MAY NOT BE FURTHER DIVIDED. A MINIMUM OF 6, 038 SF BUILDING SITE AREA IS H PROVIDED ON EACH LOT SEE DETAIL SHEET J. BURIAL SI TES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED A cS 3 AREAS• LOTS• 63.27 AC. RIGHT —OF— WA Y.• 18.53 AC. OPEN SPA CE: 58.39 AC. IMPERVIOUS AREAS. • ROADS. • Z71 AC. SIDEWALKS. • 2.27 AC. BUILDINGS/ DRI VEWA YS. • Z17 AC. TOTAL• 17.15 AC. CRITICAL SLOPES CRITICAL SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. A SEPARATE W1,111 VER REQUEST HAS BEEN SUBMITTED FOR THE 1.40 AC. OF PROPOSED CRITICAL SLOPE IMPACTS. NO TES.• 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND /OR FORESTAL DNSTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED. 3) THIS 100—YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER ON FEMA MAP NUMBERS 5,1003CO229D, 51003CO235D, 51003CO2370, & 51003CO245D ADOPTED FEBRUARY 4, 2005. THE PROPOSED DEVELOPMENT SEDIMENT BASIN OUTFALL STRUCTURES AND SANITARY SEWER EXIST WITHIN, THESE LIMITS. 4) EACH LOT AS SHOWN HEREIN CONTAINS A BUILDING SITE WITH MINIMUM 6,038 SF BUILDING SITE AREA AS SHOWN ON SHEET 3, WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.1 5) ALL PROPOSED UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 7) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 8) UTILITY EASEMENTS SHALL BE CENTERED ON THE AS —BUILT LOCATIONS OF WATER AND SEWER FACILITIES. k4LAI NMI D &IU SCALE: 1" = 2000' C0Q\71_n0KA-A(, p� ROADS EARTH DITCH Sheet Title EXIS77NG CULVERT b CUL VERT 0 DROP INLET & STRUCTURE NO. ® CURB LAYOUT PLAN CURB & GUTTER -------- 2co-------- PROPOSED PAVEMENT -- —� EC -3A DITCH t t DEPTH OF EC -3A DITCH TRAFFIC, NOTES & DETAILS EC -2 DI TCH 6" DEPTH OF EC -2 DITCH N t , 0 0_ 1 1 � SCALE: 1" = 2000' C0Q\71_n0KA-A(, p� ROADS EARTH DITCH Sheet Title EXIS77NG CULVERT b CUL VERT 0 DROP INLET & STRUCTURE NO. ® CURB LAYOUT PLAN CURB & GUTTER -------- 2co-------- PROPOSED PAVEMENT -- —� EC -3A DITCH 6„ DEPTH OF EC -3A DITCH TRAFFIC, NOTES & DETAILS EC -2 DI TCH 6" DEPTH OF EC -2 DITCH Sheet List Table EARTH DITCH Sheet Title DRIVEWAY CUL VER T b BENCH MARK EXISTING CONDITIONS 3 ® CLEARING LIMITS LAYOUT PLAN VDOT STANDARD STOP SIGN -------- 2co-------- EXISTING CONTOUR 200 --- PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TRAFFIC, NOTES & DETAILS TBC DENOTES TOP /BACK OF CURB O T/B DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 OVERALL SUBDIVISION LAYOUT 4 -6 LAYOUT PLAN 7 OVERALL UTILITY PLAN 6 OVERALL GRADING AND DRAINAGE LAYOUT 9 -11 GRADING AND DRAINAGE PLAN 12 TRAFFIC, NOTES & DETAILS �p,1'TH 0� I? o� SCOTT R. COLLINS Z ,U No. 35791 ,2> �,0� �0_11s�'I ONAL z 0 L a ce U (n w 0 z 0 V) w w uj ce0 N w w z g g 0 a a o O w m > Q 0 0 z J U U 0 Q w w cn a o- Lu z o 0 ce � N N N w ,-1 ,-4 e-1 C C Q N O N 0 0 0 Lu O M O N Nt M 0 0_ 1 � Q N � ® p O O N 0 N H .n 0 6 Ld �z o Fy �w U) w z °w � oz W V J O'. J W SJ O Lu 0 ''tt'' 1..1..! 0� 0 0 0� 0 O -F, C N W U U) ) 3 N V) C p U T C � L I 0 Ill V) Q) Y W N L x X W Q) 0 E� � o �3 T~ w 9 z W i W 0 z o Ld V) z m j J J C 0 r o 0 W0 CL °� Q Q� .N U O ® N U U w N i a� o U J O � W E W U _ °p n (n + O JOB NO. 112066, o . �> ° SCALE 1 " = 100' 0 ._ C p > SHEET NO. °- o 1 � N O ) N I— 3 e -7- ..... . ... .... 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IrL it/--,Sj56'5T§799"E 41,77' IIItItACRES 7'27'1'0.56"E 1480' IIq5 itSBWER AUTHORITY 57:09T t4 /* II00, I'12.66' 5'40'36,01"E 12 S2 `ZON�Nb: 1' 32'37.991E 1 Ii , I 01.1 - 1 I! � t - - .' q. '/ I, Z Iw WE$ JE' MINERS ID.B.,1240'PG: 56'21, ft � 1, -. , -1 --- /g , /,/,/, / / ,- ­ I I � i \ 11 333'41'10.164T it�.62' IIII�4 S�O 08'07.99"E 40.1 1' -S33 �y 14.63' I 1 �,2 84T I I30'_ s I4VNING: J�- -:65 =/C� S77' 14' 1 1.47'* > S30 -692 55' II \ I - -,'PC \ , 9 08'�47 "8215' 38' Lu I_F ­7 -5 75�- II49'37,53"W 90.01' 2.97' II82 46'09:5\8T 16.10' IJONNA STREE�\, itIIII15. > .. .... .... . .... .... . .... ..... . -RJW\ I�55� T27.M"E IIIIIIIIUO-OOOA 1,6.00"W Q62.56- RIDGE .... ...... I()Or i Ir I'6E- ;,b2 Goro ._____PRE)PbsEb._ tOWNVi II�VMSTE" fON ING �OSOMAT IIINW 36'-4-1 0 -]6 A 29 �4! IIIIIItI­j.7790'AlC"S IIIIZONING, 064-1- a E VILI GE, ID.B 3130 IS5, 51'53.88"fk 11.67' IIIIII"'i"2' 12,6\T, 13 23' __-S22 �_2G�,ACSA­EASEMENI I15.69' ff Aft ­6 2 /0600-00-00-0,95AO Yu 4TE: SANITAR Y�$EWER -A L IN K GHOLE CktF IC --4U 4' 0600- .. ... ... ef�LLC ;3Q-*,,89'02 40"El ­2 9-2 2-5486 ACRE 4.8VE 19.01' II,'k5- 46'09.58kE 16.10- I38.60 00,ACPES tt7�mvr-QSE CRITICAL SLOP WE 15.88' i 3.46' 1221"48' 9.30'T *1 Is 14; 1Y ,--323'/5T44.96"E 9 85' IIT -IMP N lig 891- -S7' 14'38.7 SIDENTlA.e ZO;ING� -PG 21'4 D.8 QCKNG1f()L E'C-RE-EK -L IP '�01? IIT P . . . ..... 9 ROPPS6 QRIMAL S E NTIA III. . ... ....... S311­19!.,4�.29"E 13.46''­ 1.03' 4 ...... D.B.2733, I_(Ty -IDE tZO ING-�,)�- .1 R S 1 46' IIIII__PG T U� 58'09.85 I4"' T1 I 4 24',29'54.87"E '21.70' EXISTING PUBLIC PIONDEiRANAGE . ...... . . .... ...... IA\'V'46.95T B.58' IESS� EAS�MENT IIIIIIIISup v p, II14.50' . . ... . ...... V ....... .. .. I' 1-1-1. 11 11 1-1 - ,-I, 1--" - I II / ' 16.01"/ / ..... .... . ... 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EXIS IIIII­4 �i v-i IIuj 3 w P f cy) . . ........ . ..... < III­-EXISTINQ TREE,p�l S �7 -Fikbi�6S RY ICD C) C) ED BOUNDA III_p it...... . ......... 501 _R/W H LLbRIV�-,­ AVESTJ . . ..... z IIIEXISTING RWSA I9D� II30'�;EWER EASEMENT IIIIID.B. 815 p. 059 7, IIL E P IPLAT p 63-65 x"/PROpQ7spq/R/1TIpALS�0PE� PpAccGT',(T P"I p) IIIIIS40- 47' 34 43"W,4�.91'� . . ....... - ----- IIL9 - ------ 05600-00-00-097CO I. . ..... IS74'06'14.03"W 3 WILLIAMS, KELLIE ARLENE 17.17' ...... IIIII? III2 .000 ACRES I(y) 111. N -11 ........... 1-4 IIIIIIIS12'49'37.53"W 90.01' (yi IZONING: IID.B. 2014 PG. 356 r IIf IIS74* 04'26.01"W 80.12' Icy) IIIIIIV) I0- -00-00-097BO iI05600 S85' 14" 22 27"W 18 06' A, itI(TY-R). I-OOOAO IS70' 54'09.26"W 13.76' 'OXeHA_S'E,' I?y� IIQWNERS .2 IIIm, w , j S/66- 48'05.07"W 15 CL 2.000 ACRES ZONING: IASSOCIA II(:�6R)IIT[CCAL ICOBLE, CHARLES EDWARD II26.2880 ACRES I... . ... ... .. . D.B. 2014 PG. 351 ZONING: IIII37'39.67"W 17.46' Q) IIS/2/3 D.B. 3356 PG. 716. IIIV) I--- ------- - - ---- r 0.18"W 19.21' IIS34' 560 II.......... . ..... - I> S46F �6153.24-'W 165.23' S29' 44'41.67"W 1 . 0 I16 12" j IIitIz IIII7� 419 2�"V 2.15"W 15. LLJ 18- G �'8 3 .16"W� 13440' 73.98 IlS48* 48'4 7 I.. . . ...... EXISTING SANITARY I55'55.26"W 24 41' III�37 ILi > '26'1 Ico z I-S55- Iw 'V W I7 I'00 47.31 COBLE, EDSEL MAX & J ARLENE COBLE SEWER (TYP) I. ...... .8(43- 59- 12.24"W 1 0. 05600-00-00-09700 /445 '25.78"W 1 IIIIS61' 1 1'21.14"W 11.41 I-- - -- ------- - - S�8' 39- 12.67"W 0 I'UST ......... .. I6.42"W I0 ry TRUSTEES OF THE COBLE LIVING TR . . .... .... 22.3120 ACRES ARY SEW, I3.07W 16.40' I0 IEXISTING"SMI'M IS61'0i'5 6.'60' IZONING: S53- 7'� .06!,W 16.25' IS34' 56'02.83','\y,'*1;9.21' ID IQ) II.B. 2024 PG, 509 C' I�37'18'33.16"W 3.20' j.- S3, III4- 00414i'VV25 03- itIIS5,7- 31- 43.71 "W 13,04- IIIIIII11w 7 S19 Z,17.81 I�X197 NG LICKINGH/JOLE OREE . ........ S48'49'00.89"W' 13.29 I. ........ ........ . . ...... ::3 IS32 3.30 vv "I-- r% E��STNG 100 YEAR-FLOODPLAIN C-N\ I IS34'50'17.43"W 12.21' Ej N 1 6" 18' 58.25"W 947.8 I5.1w I0- IV 25,42" I-STREAM BUFFER (TYP S39- ql)4�il S32'16'3�12"W 16.861 ANDF p__q IIS61'41'44.51' IIAl S2&' 36'35. "W 37.59' *-7 S56'52' 21.50' S75' 19'41.77 7 IICL INL4\ ,--S36* 01'48.36"W 17.00' I4 )4.39"W 17.8v5 32'00.33"W 19.72' S77* 59'69.20P R �EASE N,(6- 4,2-' U) 8* 44' 21.33"W 16.?8' S3,5' 12- 52.54"W 15.61 S53'53'57.99"WI 14.85' i Ii IIII33'06.22"W �ZWI 57'46.06'7'14.43' S46'48'40.93"W 15.95' E P L AT- 6 -3 - N75' IIIIII24'02.80"W 24,.00' I"W 1 S68' 12'06.78"W 16.16' -0 ............. w N89 vj NOTE: 362'48'06.74"W 20.24' 0 NW-2t8'09.24"W 25.28' IN88' 48'23.80"W,34�01 IIIN88' 08'13.98"W-23 01, II0) 00. 00.pq S51'29'57.65"W 14.06' IN75' 12 TOTAL CRITICAL SLOPES: W.tv S49' 56'32.16"W 14.37' U) 2W-3a M-21) 16!� -- --------- Iui 54'43 93"W 19.85' 12.21 ac. IIII__-�-S53'08'07.48"W 23.75' PROPOSED CRITICAL SLOPE IMPACTS: 1.40 ac. LJ I ILu I_-S66'08'10.10"W 14.22' IIV) S20'40'17.65"W 14.16' 2724'0' TW 24.82' 9� . . ..... N64' 16'27.69"W 1 I566* 44'06.22"W 27.21' c: '46- IS24 3b.5�W­q. 1 6 'S74'31'43,22"W 29.05' ( 225.39' 1'35'1 1.53" 0 Iyj S72' 28'31.07"W 19.93' NOTES: .......... IS68'11'59.67"W 16.16' IQ_ TV 21.02-- _""-s66'02'10.79"W 19.70' Lu 1. THIS PROJECT SWM FACILITY OUTFALLS AND SANITARY SEWER ARE WITHIN /-- ' S25* 2k 50.45 CL �6 FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO235D �73- 26'51.62"W 21..91' S64'00'38.76"W 22.25' 645�-00-00 IN8 S47' 17'34.1 0"W 17.69' GRAPHIC SCALE '67) 12'0� 51003CO245D & 51003CO229D ADOPTED FEBRUARY 4, 2005. /N41 50'48�697% IS50'28'16.13"W 12.96' 100 0 50 10 200 0i 0 S8T5 --N45- W-07.3 'W 400 x 1F, 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND 3 '-2C I843 �Q S66* 58'45.70"W 21.73' . .......... LOUISA AERIAL SURVEYS (2007), BELL SURVEYS AERIAL TOPO (2006) AND I- S67* 34'47.88"W 21.64' ---------- -- Iq) 0 IU.dU' . .......... . . . ....... vv S64' 09'41.09"W 17.78' ALBEMARLE COUNTY GIS. THE BOUNDARY LINE INFORMATION IS A -28'38.5.3"W 12.96' 0 100 tiazI -w S23* 30'W92"W 12.54' 1 h f t. COMPILATION OF RECORDED PLAT BY ROUDABUSH, GALE & ASSOCIATES 02'4215TW 15.00' N89 u \S79- 10',_q%69-W 551.39' S53'58'24.80"W 13.60' ILu r-n AND ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS. TOPOGRAPHY tE N602� 56'43.43"W 20.59' IE "W 19.56' N54'53'16.76"W 19.56' N67* 53'14.92"W 17.27' ------------- N79'41'33.48"W 22�,,36' 58'23'28.57"W 15.27' s 0- V) HAS BEEN FIELD VERIFIED IN NOVEMBER, 201 1. IN56' 28'27.15"W 23.99 N75* 30'06.07"W 29.95' EXISITING CRITICAL SLOPES N78'59'49.40"W '18.34' JOB NO. S74* 17'25.54"W 16,62' 3. CRITICAL SLOPES EXIST AS SHOWN ON THE PROPERTY. N38'09'35,12"W 17.81'- N78* 23'35.79"W 28.58' .... . . ...... IS85' 13'48.13"W 9.03' . ..... 0 :3 tN62'06'04.81"W 19.23'--J N76'30'23.16"W 25.71' 4. WPO STREAM BUFFER CONSISTS OF THE COMBINATION OF THE 100'STREAM . . ........ 112066 N76* 38'25.53"W 20.56' N43' 26'55.79"W 1109' CO > 0 BUFFER AND FEMA FLOODPLAIN LIMITS. NON-PERMITTED DISTURBANCE TO IN75'21'04.86"W 22, V) SCALE N74* 13'13.9 23.90'- 05600-00-00-099AO 00 T R INS SCOT - COLLINS� No_ D357 9 1 10VA L THE 100'STREAM BUFFER WILL REQUIRE AN APPROVED MITIGATION PLAN TO 05600-00-00-098BO I1 i 00, WAFF, JOSEPH J III & ELLEN S IIJACKSON, CINDY ALLRED OR JOHN M 64.2000 ACRES IBE SUBMITTED AT THE TIME OF FINAL ROAD P�/AN DESIGN. 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Jr/ . . . . . /, . . . . . . . \\ 1D' ACCESS a ," .\ \. ., SCALE � \, \ . . 2` \ . .. •�� .. \ . . .. . ,,/ r% . . . . . .. . . . .. . . \ � ,/. . . . . . . � , . .. . . . . . . .. .. .. \ \ \. . . ,� EASEMENT � 2q:14O rF .. ,\ �_' 2? - -f \ \... 20016 .SF ,r ,r... \\ �� ,. �,\ \ ` \;/ �- 1,. = 50' Q -> . .. . . - . 5'' SIDEWALK\ �`. . � EPA' �. . . . . . . . �\ � ` � . .. . . '' . . \ %� �� . . . . . . ` �'. .. ! � . . . .. . : \ �\ \ \ -' IN FEET) � `,(TYP) 20 _R G� \ \�\ ..... .. .. �. , r . . . .LOT 92 . . . . �\ \\ O� -�- 1 inch = 50 ft. o a) .. - E�BP ' . LOT 78 . L'OT . '91 I �> SHEET NO. a t OT : 59 . r. (�\ \� r r/ �� 20099 :S F - 5 M • ' �� • .... . , 20297 .S�F ... r . 2.9 : . - r !. _ . . . . . . . . . C a - l cal __ -. 1 - I I \ / /O� i \ r / -.12 . ti . . . . . . . . . . . \ _ .. . . . . . . . . (�i CD i W , . (. �. }�{� ,:? 4 \\ \\ \ ' 22 a?� r. \ \ \- ...... .. .. a , , i \ \ .. 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F 4 ' 180 ; , -- . . . . . . . . \ . . . . . . . . . . t 1 1 . . . . ,. -, \• LOT . 67 _ - -- �•: \. , \ . . . . . . . . . . . . . . . . . . . . 1 4 _ __ . -. . . . . . . . . . . . . . . . . . \ 1 •. \ . . . . . . . . . . . . . , 4 - . \ 1 \\ `/ ,. /r LOT 46 \ 4 r 5' SIDEWALK \ 1 LOT . 87 LOT:• 96: \;. _ 20623 SF .. ; . .............. ....... . .... ..... '� r \ _ 4 1 , . 20192 SF \ /° _ , .LOT . 1 20099 S F Q \ T' ■. 24 20.164 SF _ o 8 1 �Q , \ a , � \ - \ �• ,/ °: \ . � 222 A w , . _ ..' - . 1 ,. ;,, / . '\'AV, \ V,' \ `L .. \ 20948'S ,. ,�:. _ .... .. _ 2 0118 S F \ ,� P 1101's , S \ \ t \ \ i l , r \ \ ` e , \\ /..� / 9 LOT . .95'. LOT. 62 .. , ''. . 1 .. .. .. .. .. ... ,. .. .. .. .. .. .\ \ . .. .. . _ r , ,20363' F / 20595 S F - t,. /.�\ ,r ................... / - \ ' - \ t ` _ _ LOT.. 68 ;.. / 18 ,, z LOT . 4.7. :� ;' - 20420 .S F: 1: t �- _ : ,;' ,,- \ 2 _ 20.193 SF f, Q R. 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LOT 193 � + \ V. , / .� \\ . \, \.' \. . . . . . , ........... . . `, `3 G \ . �$g . . . . . . . . . .\\ tS. \\\ . . . . . . . .. /if / >\ 4 / l \1 r' - '201 F , \ t GFI ,, Jr /. \ \. / // \ wl+.. �{ _ - - - -- -- 2 _ .20021 S F Fi .� .. �, ': ......... .. . .. ............ \ / ...: \ . �3 \. 1 \ \. , \ `\ r. . . . . . .\ \r r � /f \\ A; . . . . . . . . o r- LOT 79' ,r ... .......... ..... LOT . 90. . OT 28 ;\ ,..� , LOT 60*. - r ;, /- - _ . �,. :20103: ;f 20224 SF/,// LOT . 44 20a �. Q . . . . .., . �.: 1002 S F . - 20176 S \ ' 60 . . . . . . 20359 S F> ,f. . . . \ \t , MATCH LI N ',SH 5.- (90, - "2 W LOT 49 \ \ LOT . 70 f ° 1 lJ \, 1 ,,. { \ `� \ �\ \\ /' �' , .r ` . . . . . . . . . . . \ nj r. . . . . . . . . . \ l- 2 W ('� 20149 SF \ 2 20016 S F ,� \• I. , ' w 5' SIDEINALK`i \' R / . `\ �: \ \ \� r . . . . .. . . . . . 4t , . . ... . . . . . 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SF \ \ o -,, �, t , LOT 7 l;, s� . . . . . ... �� , , \, 20428 SF w w E :57 boo rV U CD Z z N00 QU�/ L.I_. UN H 1..L r~r d n LU � p p W W uj H H' \ /' N . . . . . . . . . r N N ui ,`. j \t .. 'j �2, �41' ;� 1 \ \\ . . ,/' / , LOT : ?4:..... , t .................... ,r' �' p N � N 1 t _ 1 ,, -' =„ ./ \ �, /, , ,. 10' ACCESS o 0 0 20096 SF. �. .� - -:':� 1 22361. SF: , / '. it . i 'o /, .'�`.. '. � _ � _� ��� `9 , �� ;, \/' ,/ .'. .'. •. .' r t 'EASEMENT _ � . 1.. LOT ..3.9 I / ; , .: .. , . . . . . . \: s t LOT '.::5: �t 'o' - - - -- .. .. /,.' / ,....... ,. / , ..................t '�' . i +. \` . . . . . . . . . . . . . . . . . . . . . . . . . tl , 113` jug 2'175:.F , \ 2012.SF / LOT 55. . . . . . . . . . . . ` . . . 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W . . . . . . . . . \\ \\ 1 .^r ,y;.Y =``%'. _ -.. - - ° ®® . . . . s °e ° - „Q.� - -. �°- / ' / % 4� /� i GRAPHIC SCALE /r /,; ,r ,l . �- }. o / �b , - I 20154:'SF.- �, 50 0 25 50 100 200 i/ i i// i 9/ % , /,/ /' I . I . . L9 C)� .,/ ,, 'LOT 3'S' I N 4 / /r'♦ ,` 0 4 - ♦ ®♦ ®♦ .- "% l " i _ j % I , IN - FEET - - - - - -- ----- -- -- - - -- --------------- ----- - - - - -- -- ---------- -:r - - / . . . . . . . . . . . . . . . . 1 inch 50 ft. r � ___- "-`T' -- / -n , T ---------- �," -- ��---------- 7---` T---`----- T----- r--`------ T-`- T`---`-- Q----- T---'------- r---- r---------- r--- r -`---- ----- ,-----r- ------ - -r--- �---------- ------- -,------- ---v----- / i / ' , / / , / _-/-._ / / / / / / I / ' ', %' / / i / / % /' / / /• / •/ •/ i / r / / / r l / r 1. , / sl 4 r , { / / r ui . , /. r ! t / r r ' r ` ui 7L O s �Ty- .. ^ - -� 40, I 1 ) ( 1 I 1 , I I I I t / , , wO it ir. +/ i/ f . i i i r i it i i i i i z + Ld �i , �•, , , , ; r , , ; ; , , , r , , , , , , r ; , , , , , , , , , ,; , , ; r , , ' ' , , , , , , , , , ; ' / O � O r r , r i J ♦ UJ , / r r i / I, /' f / ( , i / l r , r t / i , / / r ' I e t / � I / r t ! ( l 'ft4 ♦ -O / / r r , t i / , / /' / / / ' / . / i / , i 1 'O / � � i / i ` i i i i ' i/ i i ♦'� N -a✓ __ -_- -� s�'a //� , e � i ' i i ' i i r' ' i � � l` i i it i i i i / i i i i i i i / i / i i ,' 1 i %, -_- - // / ,l 1 I 1 , , t e 4 �ilk i 1 r 1 J !' 1 / e e • . fk Sint _ / L (D -a✓ LU - ; / W U •E i 30B NO. "O C ' ` / � i , / ' / 1 ee I ♦ ♦♦ D 3 112066 1 �� - 50' C U SCALE o c :t ° °_.. ,- SHEET NO. n N 6 O O i l / NOTE: ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL, BE DEDICATED TO ACSA FOR PUBLIC USE. _ _` ,,..._ ., __ �;. WATERLINE PLUG FOR .li _ FUTURE CONNECTION J ` {I � — — — -- — .� — — \ \ 1 `'�`' t i \ \ rr; �.._...- .._.•�- \ `t F- 'hiN TOP -O TEMPORARY CONSTRUCTION, ,�„ /' -.r. � I / �---- .� ^-• S - ••__._.w,,,� 1 =S55.FT- ^-"" "= � ' '� � � `\� \ \, / UTILITY $ TURN- AROUND ,,,�.. --- -"" •� \ EASEMENT FOR FUTURE CONNECTOR ROAD EXTENSION / / / f /'�' " ' ' -''^'; \ , 7\/ TEMPORARY CONSTRUCTION, C — — _ .� / J !!! // / '"'_„ - •, -,.. \\ j j , \r \ �1�\ \ \. _ UTILITY $ TURN AROUND LI r �' \ ! ! '� j % \/� \ 4 , \ \\ ` •�. /"'� / '� EASEMENT FOR FUTURE - \ / '" ASE SANITARY SEWER --� � :•/ � � / � �/ CONNECTOR ROAD EXTENSION v — --• `TOP OFF�dk1= &89:Q" -� \ I , . - / % \ / j \ ! -{ \ \ \ �\ `\ N -- ..�••' � % �, � --'� / AT PROPOSED ROAD CROSSING- I I COMMON AREA AND � \ l I ° � / / � -� _ -� ' �' .� �" \ \ _. _ � -� \ �( \� / \m .�l � \, \ /✓ \ \ \t / t, COMMON OPEN SPACE #2 I# C41 52.98 ACRES I I PROPOS D � m� � COMN110N AREA AND <` FIRE HYDRA 1,.:. mi COMMO OPEN SPACE #5 \ / / � I `l / Foo\0° I I 0.09 ACRES ) � ` \ \ \ -.,_ III,.••• TYP. I pi � � 1 \ " / � / / -- \`� \ , ^ / 20'TEMPORARY GRADING .,.. � I �•;, --I ..— ..- ._._.y_.1 / - ...- -, .. ... ... ... �...'I �... ... �... ..�."... �. \ � ��i G `� � `• I EASEMENT FOR FUTURE � � � 'I. , � 1 / �- � ._..... .__Y CQNSTRElGTlON�OF TERN___. _....... .! :,I i... � I�� �........J I L'.�.. ... .. r'. ... .,�,� I .�..�... ,�� ,l... ................... L�. ... .. .......... �.��% ..._.... � I AVENUE CONNECTO�OBE / CATED WHEN EASTERN AVENUE .�.�.' -cif �t �... ... .... I� .'. ... ... ... ... '..." '.. ".' \ %� __ -S s i S / ... ... '... ... ...... ... I � I I IS CONSTRUCTE,D - 'i''..RI � <� �ROPf -OJELI L "... ".. ". I f...' .. '...' ) ... .. '... "' l � \ \ / i � i � ~ ti�.�. .'...". . ... ... '...I ..P f" L,v ..Y ~. V! .. / j O\ \/ / \ \ /J /`� ./• D.B.4077. PG. 175 � I \ \ \\ / / _. / / '. ... I � .. � �.\ \ `( / � , \ \ /•� �� , I.. '.' s FI E'FiYDRAN�" I � I CONNECT #TO �. � :.I � , { I �� , . I ,! t (TYF a) I I .... ... [ / �-.. � \ / / � ---'�: •-- / ...�\ � ;r ��, . ` F Y'DRANT . � \ r>\ � \`\ i ,.�\ I #EXISTING 8 I � r . # � � -_ _ti t. l / / ' � `� \ 1 \ / /,,.- fir. .._. ,_.. / ;WATERLINE •, .�; 1'� -�-� -' I ) i , �j \ \ ; i / /r� / \..- / �, .. .......�, \ �; \ � / / w � . -. - POSED ' . __-- - - A t, I I \ �,.\, :�� \ . / /' \' \ s \ .-' ,' .- / -\ � ~ /: :� .✓ ..� -.. ... : FEE DI;2ANT. — ! ! i ! .. � � i , ...'. •, . ,fir , .. :.. ,, .. � .' .. .. TO OF MH =592.8 �, •/ / / /.'.. .. .. ... /� \ Y _�__._: g"::. � \ _.. / e / r" / .. TYP.} r � , / / / �,,� .,SWM. RON P . I 3' t , r r . .. \ \ 1 / / � PROPOSED STREAM CROSSING I L :j / � CONNECT TO \ I C. 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PER 3' CLEAR ZONE REQUIREMENT BASE 4S MOT N07i PROPOSED LANDSCAPING TO CG -6 4" CONCRETE =2.5 3' CURB & GUTTER SIDEWALK CLEAR ZONE) CIL F Y 2X 2% jY 4" CONCRETE ? ' CURB C& GUTTER FINISHED POINT OF FINISHED GRADE CURB & GUTTER 3' 4" CONCRETE a SIDEWALK { { LEAD zoNe ++ 6. PLAN77NG �- I 4 ' 4" VDOT 21A STRIP STONE BASE 2% ; 260T - BASE 16' (TRAVEL LANE) I 36' F /C -F, 61' POINT OF CG -6 FINISHED GRADE CURB & GUTTER 3' k =_I I_CLEAR ZONE--'' : SURFACE 2% 2% {; i " 6' PLANTING sTiNET S7R/P SUBBASE �E 16' B2 5 6 (TRAVEL LANE) R/W TYPICAL NFICHBORHOOD ,ST.REST SECTION (61 ' =R/rY) COLORA.DO ROAD (PUBLIC ROAD) CS -SSSAR RESIDENTIAL & OIXZP USE SUBDIVISION STREET DESIGN , SPAET- 25 JfPIf EXIST. GROUND EXIST. GROUND 10' CLEAR ZONE -I � 2% 6' BUFFER 4" VDOT 21A STONE BASE 5 6' 6' BIKE LANE I (DRIVE AISLE) CG -6 JV 2% 1 BASE 4S MOT N07i PROPOSED LANDSCAPING TO 1 =2.5 I UTIL%E OUTER 3' OF PLAN77NG STRIP it 1zIy PER `3' CLEAR ZONE REQUIREMENT CIL F Y 5� M jY 4" CONCRETE ? 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GROU% EXIST GROUND 6' 12' BIKE (DRIVE AISLE) LANE POINT OF CG -6 FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SURFACE 2 f 10' CLEAR ZONE 2% 2%_ `07 4" UD -4 UNDERDRAIN 6' BUFFER 4" rDOT 4" VOOT 21A SUBBASE STILE STONE BASE 16' 2SE 5 6' 5 I (TRAVEL LANE) 1 (TRAVEL LANE) 36' F /C -F /C 80' R/W TYPICAL CONNECTOR ROAD STRLWT SUCTION (80' RI F) NO ON- STREET PARMA40 EASTERN C0.ff%A 'TOR ROAD (PUBLIC ROAD) 6!S7 URBAN COLLECTOR DESICN SPEED.• 35 ffPH ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL - GOVERN THE 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 WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES 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 CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, 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 CONDITIONS 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 DEPARTMENT OF TRANSPORTA/ON SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 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. \0 - ,f 1" , \ � ?SCOTT No 835`791 COLLINS 1h, s �;•:;., .... . \ � ! / \ .� �. ti � ...._;,.. _ NAL _ TRIP GENERATION SCALE: 1" = 300' TRIP GENERATION CALCULATIONS TRIP GENERAITION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 131 SINGLE FAMILY DETACHED UNITS - CODE 210 - °s AT: 1254 VD (627 ENTER/ 627 EXIT) R;,,, AM PEAK: 98 VPH (24 ENTER/ 74 EXIT) EXIST GROUND PM PEAK, 132 VPH (83 ENTER/ 49 EXIT) EXIST. GROUND 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, THE 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 WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD ' VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT L OCA TONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEhV 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 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS 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 SECTION 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 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, 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 TRANSITIONS 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 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBM/ T FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 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 NOT ENHANCE -A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NO TT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE L OCA TED WITHIN THE STREETS RIGHT OF WA 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 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. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRI(OR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VEO, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). On TOP OF - CURB •� ` 2" R .a . N. A � � ____a 7" VDOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. (5' MIN.) "- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SURFACECOURSE INTERMEDIATE COURSE 5"-'8" COMPACTED AGGREGATE- BASE COURSE, VDOT #21A 1..111111111111111111111111111111111111111111 r.,•..,�r .••• ..�k• �•�k. - - - DEPENDING TRAFFIC ULTIMATE AND UNDERDRAINS COMPACTED SUBGRAD ASPHALT PAVING ROADS NO SCALE Z W a �O- �O- m Z Z U) O O J U U Q H iL a- Z 0 0 WW Ln ul � � CN N rq uj 1-4 1-4 * 1 N O O 0 M n a) aoo CG -6 CURB & GUTTER 2% BASE 4S MOT 477,.,- UN =2.5 4" CONCRETE SIDEWALK 4" VDOT nl STONE B -5 EXIST. GROUND EXIST. GROUND EXIST. GROU% EXIST GROUND 6' 12' BIKE (DRIVE AISLE) LANE POINT OF CG -6 FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SURFACE 2 f 10' CLEAR ZONE 2% 2%_ `07 4" UD -4 UNDERDRAIN 6' BUFFER 4" rDOT 4" VOOT 21A SUBBASE STILE STONE BASE 16' 2SE 5 6' 5 I (TRAVEL LANE) 1 (TRAVEL LANE) 36' F /C -F /C 80' R/W TYPICAL CONNECTOR ROAD STRLWT SUCTION (80' RI F) NO ON- STREET PARMA40 EASTERN C0.ff%A 'TOR ROAD (PUBLIC ROAD) 6!S7 URBAN COLLECTOR DESICN SPEED.• 35 ffPH ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL - GOVERN THE 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 WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES 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 CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, 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 CONDITIONS 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 DEPARTMENT OF TRANSPORTA/ON SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 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. \0 - ,f 1" , \ � ?SCOTT No 835`791 COLLINS 1h, s �;•:;., .... . \ � ! / \ .� �. ti � ...._;,.. _ NAL _ TRIP GENERATION SCALE: 1" = 300' TRIP GENERATION CALCULATIONS TRIP GENERAITION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 131 SINGLE FAMILY DETACHED UNITS - CODE 210 - °s AT: 1254 VD (627 ENTER/ 627 EXIT) R;,,, AM PEAK: 98 VPH (24 ENTER/ 74 EXIT) EXIST GROUND PM PEAK, 132 VPH (83 ENTER/ 49 EXIT) EXIST. GROUND 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, THE 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 WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD ' VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT L OCA TONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEhV 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 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS 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 SECTION 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 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, 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 TRANSITIONS 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 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBM/ T FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 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 NOT ENHANCE -A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NO TT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE L OCA TED WITHIN THE STREETS RIGHT OF WA 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 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. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRI(OR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VEO, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). On TOP OF - CURB •� ` 2" R .a . N. A � � ____a 7" VDOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. (5' MIN.) "- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SURFACECOURSE INTERMEDIATE COURSE 5"-'8" COMPACTED AGGREGATE- BASE COURSE, VDOT #21A 1..111111111111111111111111111111111111111111 r.,•..,�r .••• ..�k• �•�k. - - - DEPENDING TRAFFIC ULTIMATE AND UNDERDRAINS COMPACTED SUBGRAD ASPHALT PAVING ROADS NO SCALE Z W a �O- �O- m Z Z U) O O J U U Q H iL a- Z 0 0 WW Ln ul � � CN N rq uj 1-4 1-4 * 1 N O O 0 M n a) aoo M mmavm N ° 0_ Q C) w aC o ° N H ° �d cz L J J Q w ff) w z ow W W F_ (� ° s o L9 ® T L U °0 ® o 0 J (� W ° �c: z0� s o U _ H �� w V ® 0 3 � _j (t) �e W V °0 Q _ o °' c M Amk CL Li o V 1 r- � 0 z c W ~� W ° w w z ® W z •o w U U) V) ° j < J ° O U J L W I-- ° ° W4� o Q c O x� ul ul LU ° O U J LLJ � 0 w E U .- a cn 0 JOB NO. ° c 112066 0 ° SCALE AS NOTED a ._ �` o ° 0- o SHEET NO. 12