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Home My WebLink AboutSUB201600014 Plan - Approved Road Plan and Comps. 2016-07-16GENE RALNOTES OWNER (PHASE F): TMP 05500-00-00-07800 & 055EO-0400-05000 (LOT 50) DROP INLET & STRUCTURE NO. OLD TRAIL CREEKSIDE IV CURB&GUTTER 800 EAST JEFFERSON ST. EC -3A DITCH DEPTH OF EC DITCH CHARLOTTESVILLE, VA 22902 -3A TMP 055EO-04-00-OOOEO EC -2 DITCH JACKIE B SHIFFLETT DEPTH OF EC -2 DITCH 504 ELLENDIN AVENUE EARTH DITCH STAUNTON, VA 24401 DEVELOPER: BEIGHTS DEVELOPMENT CORPORATION BENCH MARK 5380 GOLF DRIVE, SUITE 103 VDOT STANDARD STOP SIGN CROZET, VA 22932 ENGINEER: COLLINS ENGINEERING EXISTING CONTOUR 200 GARRETTST., SUITE K. PROPOSED CONTOUR CHARLOTTESVILLE, VIRGINIA 22902 THE TOP ELEVATION DENOTES THE' TELEPHONE: 434.293.3719 PROPOSED ELEVATION OF THE RETAINING FAX (434)-245-0300 ANALL & THE BOTTOM ELEVATION DENOTES CONTACT: MR. SCOTT COLLINS, P.E. THE LOWER EXPOSED PROPOSED EMAIL: SCOTT@COI-LINS-ENGINEERING.COM ZONING: ZONING: R-1 RESIDENTIAL, BONUS LEVEL (CLUSTER PROPOSED SPOT ELEVATION DEVELOPMENT) TOTAL ACREAGE: 9.009 ac. (SUM OF TMPs LISTED ABOVE) SUBDIVISION STREETS: CURB & GUTTER DRAINAGE DISTRICT: SLABTOWN BRANCH TO THE LICKINGHOLE DRAINAGE BASIN DRAINAGE THIS SITE WAS APPROVED TO CONTRIBUTE TO A REGIONAL STORMWATER BASIN. COMPLIANCE WAS ACHIEVED 0 THROUGH A PRO -RATA SHARE CONTRIBUTION BASED ON 0 THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWATER. A DRY DETENTION BASIN WAS ALSO APPROVED ON SITE TO HELP ACHIEVE DETENTION COMPLIANCE. WATERSHED: LICKINGHOLE CREEK TOPO & SURVEY: TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PC IN 2006, BASED ON FIELD AWW%& RUN AND UPDATED IN JUNE, 2012. SITE WAS FIELD 0 VERIFIED ON AUGUST 30TH, 2012. SITE WAS AGAIN ce VERIFIED IN 2016. UTILITIES: SEWER - ALBEMARLE COUNTY - AVAILABLE ON THE SITE WATER*: ALBEMARLE COUNTY - AVAILABLE ON THE SITE LIGHTING: NO STREET LIGHTING IS PROPOSED. PHASING: CREEKSIDE III, PHASE III WILL CONSIST OF 4 PHASES: D, E, F & G, AS SHOWN ON THE APPROVED SITE PLAN. THE AMENDMENT'S PROPOSED CHANGES ARE LIMITED TO PHASE F. CON7RACTOR SHALL VERIFY LOCA77ON AND ELEVATION OF ALL UNDERGtROUND Y77LIVES AND EXISTING & RECEN7Ly CONSTRUCTED INFRASTRUCTURE, INCLUDING ROADWAYS, SHOWN ON THE PLANS IN AREAS OF CONSURUC770N PRIOR TO STARTING WORK. CON 7-A C T ENG/ NEER IMMEDIA 7EL Y IF LOCATION OR ELEVA 770N IS DIFFERENT FROM THAT SHOWN ON PLAMS IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U771-ITY NOT sHow?v Oki THE PLANS, COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER COWRACTOR"S WORK, SAFETY PRECAU77ONS, SCHEDULES, OR COMPLIANCE WITH LAWS` AND REGULA770NS COLLINS ENGINEERING SHALL NOT ASSUME RESPON,981LITY FOR ANY CONS7RUC77ON BEGUN PRIOR TO PLAN APPROVAL. -ICE J-wc L104 X 10 61 Fol A M WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA 3yO� � Al V; :f f. ....... ....... ...... Orr A" .............. 42 ........... .......... 61:0 ........... U5\ 1jr4 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FME1 RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGRqA DEPARM2N"r OF TRANSPORTATION HEALTH DEPARTMENT . ...... .. .... ........... ....... ....... ......... Z* E . ........ .9 ......... ................ - ... ti I., ..................... 37 ......... ............ :** f. -- _, ........... - ----- L 36 33-�f _,- f , f — SCALE: 1 100' COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. OLD TRAIL c"ff".110d BffWSr III 710 WA WcS8080 UPPER 01w TRAIL c"IT"flor ff.4ST f R To CNARLO -;10 0%, Sheet List Table t:A1%W1NUtaULVr-K1 Sheet Title DROP INLET & STRUCTURE NO. COVER CURB&GUTTER SITE PLAN EC -3A DITCH DEPTH OF EC DITCH SITE PLAN- SIGHT DISTANCE REVISION I -3A EC -2 DITCH DEPTH OF EC -2 DITCH EARTH DITCH c\1 DRIVEWAY CULVERT BENCH MARK VDOT STANDARD STOP SIGN qlqt Ar EXISTING CONTOUR - 200 PROPOSED CONTOUR 411.3 -- 405,0 THE TOP ELEVATION DENOTES THE' PROPOSED ELEVATION OF THE RETAINING CD ANALL & THE BOTTOM ELEVATION DENOTES THE LOWER EXPOSED PROPOSED LIJ CN ELEVATION OF THE RETAINING WALL. 491.3 PROPOSED SPOT ELEVATION R27' 27'RADIUS ON F/C L104 X 10 61 Fol A M WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA 3yO� � Al V; :f f. ....... ....... ...... Orr A" .............. 42 ........... .......... 61:0 ........... U5\ 1jr4 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FME1 RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGRqA DEPARM2N"r OF TRANSPORTATION HEALTH DEPARTMENT . ...... .. .... ........... ....... ....... ......... Z* E . ........ .9 ......... ................ - ... ti I., ..................... 37 ......... ............ :** f. -- _, ........... - ----- L 36 33-�f _,- f , f — SCALE: 1 100' COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. OLD TRAIL c"ff".110d BffWSr III 710 WA WcS8080 UPPER 01w TRAIL c"IT"flor ff.4ST f R To CNARLO -;10 0%, Sheet List Table Sheet Number Sheet Title T-1 COVER 0 SITE PLAN SAA L SITE PLAN- SIGHT DISTANCE REVISION I F TOTAL NUMBER OF SHEETS ROAD PLAN AMENDMENT PROPOSED CHANGES: MODIFICATIONS TO MILLSTONE LANE FROM STATION 10+00 TO 12+25. SHEET S -1A WAS ALSO ADDED TO THE PLANS TO SHOW THE UPDATED APPROVED by the Albemarle County Communrit�DevcJlo�rnent Department Date Ilk SCOTT - R COIIMS!Z I -dc- No. 035791 ,1, 6 z `SIONAL R Uj Uj 11 CT ti 0 c 112068 -o 0) 0 SCALE IVIA (y) LLJ c\1 0 4, 0 qlqt Ar z 41 O LJ6 ;;iiz� CD 0 LIJ CN 14 0 z 0 0 > U) c Lij I F71 AWW%& 0 0 ce 0 c JOB NO. 112068 -o 0) 0 SCALE IVIA (y) LLJ c\1 4, 0 qlqt Ar z 0 CL LJ6 Ui CD c LIJ CN < > z 0 > U) c Lij I F71 AWW%& 0 0 ce < LIJ > C) Uj U 0 w L 0 Mr E U I 811 W w w z z U) fzz 0 0 Q w 0 0 =j <Uj 0 W0 0 cy x cq U U CD tu C 0 E Uj 0 0 -0 JOB NO. 112068 -o 0 SCALE IVIA H '-faTuad$� RA SHEET S-1 PLAN AMENDMENT PROPOSED CHANGES TIE-IN TO E7 12' WATEF 12"x $1 HIGH POINT ELEV = 767.26 7RA HIGH POINT STA =12+74.68 .•M.. Moi _ A^.^^ M SHEET LL -i PLAN AMENDMENT PROPOSED CHANGES . vvi i i t t w i i v i T 7 T i 7 T A Y T v 7 MILL STONE LANE Station Equations Internal Station Back Station Ahead Station 1225.00 1225.00 1190.01 Tanqent Data -Start: io+oo.000, End: io+o6.41 length: 6.419 Course: S o8° 57' 31.o681" E Circular Curve Data INV TO 114 757989 Delta: 19° 31' 07.5926" Type: RIGHT Radius: 200.000 Length: 68.133 Tangent: 34.400 Mid -Ord: 2.894 External: 2.937 Chord: 67.804 Course: S 00° 48'02.7282" W Tangent Data -Start: 10+74.552, End: 11+07.114 Length: 32.561 Course: S 100 33'36.5246" W Circular Curve Data Delta: lo° 1o' 54.o758" Type: LEFT Radius: 600.000 Length: 1o6.622 Tangent: 53.452 Mid -Ord: 2.367 External: 2.376 Chord: 1o6.482 Course: S 050 28' 09.4867" W Tangent Data -Start: 12+13.736, End: 13+,�3 og8 Length: 164.352 Course: S 00° 22'42-4487" W Circular Curve Data Delta: 47° 24'52-7979" Type: RIGHT Radius: 275.235 SEE CONSTR Length: 227.768 Tangent: 1,>-0.862 Mid -Ord: 23.227 External: 215 367 Chord: 221.325 Course: S 240 05'47.6648" W Tangent Data -Start: 15+70.866, End:17+. Length: 207.287 Course: S 460 52'28-7993" W Circular Curve Data 209.75' VC 212' Delta: 170 12'01.7325" Type: RIGHT Radius: 275715 Length: 82.771 Tangent: 41.699 Mid -Ord: 3.100 External: 3.135 Chord: 82.461 Course: S 550 28'31-3651" W Tangent Data- Start: 18+6o.925, End: 11)+51.920 Length: 90.995 Course: S 64° 04'32-2314" W CONTRACTOR SHAUL PLACE FILL UNDER INLET(s) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL & BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE wf VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL. PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL. AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' AREA CENTERED ON THE INLET(s). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(s) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. !j I STR.114 STR116 INV TO 114 757989 VDOT MODIFIED DI -3C (L=61 VDOT STD. DI -3C (L=1 V) F •• V •l1- •�w.w PVI ELEV = 769.75 RIM:763.31 RIM:763.31 INV IN. 759.24 TO 116 INV OUT. 759.41 TO 114 INV OUT. 759.14 TO 112 765 Y WATER SERI PICE.� .. CROSSINGS A.D. = -0.10 1.3' 15" RCP 33.12 LF Q 0.50%) W W kTERUNE LC W POINT ELE% 76324 K =20,76 221.29 LF 0•52% SEE CONSTR CTION RBELETFOTHIS 755 LO W POINT STA 11+11.15 209.75' VC 212' R I f V. LO POINT ELEV 752.82 o'j 775 775 PVI STA =11 36.96SSD= 750 � L POINT STA =1 .14 > 0 iia. �.. -J` _a_ .�. i � i �..- � i �..�.1. �...►.:.�. � y..r.. CONTRACTOR SHAUL PLACE FILL UNDER INLET(s) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL & BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE wf VDOT 2007 ROAD & BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL. PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL. AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' AREA CENTERED ON THE INLET(s). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8' O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(s) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. !j STR.112 VDOT STD. DI -38B 0 4') UE RIM. -767.14 I STR.114 STR116 INV TO 114 757989 VDOT MODIFIED DI -3C (L=61 VDOT STD. DI -3C (L=1 V) F •• V •l1- •�w.w PVI ELEV = 769.75 RIM:763.31 RIM:763.31 INV IN. 759.24 TO 116 INV OUT. 759.41 TO 114 INV OUT. 759.14 TO 112 765 Y WATER SERI PICE.� .. CROSSINGS A.D. = -0.10 1.3' 15" RCP 33.12 LF Q 0.50%) W W kTERUNE LC W POINT ELE% 76324 K =20,76 221.29 LF 0•52% SEE CONSTR CTION RBELETFOTHIS 755 LO W POINT STA 11+11.15 209.75' VC 212' LO POINT ELEV 752.82 o'j 775 775 PVI STA =11 36.96SSD= 750 � L POINT STA =1 .14 > 0 _M`ELEv_ -AD_ - 9 STA =15+ .01 745 A.D. = 0. W z ELEV = 75e.32 D40 K = 28.1 740 - ui A.D. = 0.04 735 ---164.32' V K = 58.58 770 SSD=1 w- 250.24' VC 0 • VDbT STD. C D -1 m VDOT STD. 1 m 'w 755 ti..ti„Y T STD. CD -2 , 7 5 f, _ p/ & 83%-6.2796 T S , CD -1 '' LOW POINT LEV = 750.80 LOW POINT A =17+75.00 CULVERT #2 ` PROPOSED AlR COMPLETE FH FILL EXISTING GRADE P\118 TA PVI E 17+SO.W = 750.92 7 76 ti 115 RELEASE V/ALVE ASSEMBLY w/ 8"x8" K = .33 IIN ACCORDANCE TEE 6 6" GV INE w/ wl ACSA `fD-17 1.3 50. VC40W TS&V 9+82 CONTRACTOR SHALL PROVIDE � � � r -- GRADE ,-- ` g c`oi ��. •. . 755 PIPE INSULATION FOR W/L 755 ----AT CROSSINGS - APPRO ED FINISHED GRADE CIL (DASHED) ---'-- -- �c> U t> v AM LADED FINISH GRADE CIL (CONTINUOUS) N � VDOT STD. 1 W PRO ED 8" CL. 52 D.I. �., `' 750 1 WATERLINE 1.1• -0.50% 7 0 O N :1O N O `� 1 1 C'.OMPL.ETE 2 ®U. � y U. a' O 8w* E 1ASSEMBLY 1 MH -44 - H-43 S" TYPE ASSEMBLY A B.O. 7j j1 5 ,-_� " 83"x6' TEE & GV 2.1' C9 _-_ 0 m -- U pp� STA. 15 34 17 y�G �OZ 740 ? ai s/a ow m �, 3.S' O ti coV_ t! tV t�3 C Qf d0 W 40 N m 12 C _740 'N* STR.112 VDOT STD. DI -38B 0 4') UE RIM. -767.14 I STR.114 STR116 INV TO 114 757989 VDOT MODIFIED DI -3C (L=61 VDOT STD. DI -3C (L=1 V) INV - 1 OUT. 75577.. TOO 110 O RIM:763.31 RIM:763.31 INV IN. 759.24 TO 116 INV OUT. 759.41 TO 114 INV OUT. 759.14 TO 112 765 Y WATER SERI PICE.� .. CROSSINGS 1.3' 15" RCP 33.12 LF Q 0.50%) W W kTERUNE 15" RCP _ CROSSING 221.29 LF 0•52% SEE CONSTR CTION RBELETFOTHIS 755 S. o'j W 10 750 o iF- > 0 745 W z D40 740 735 9+50 10+00 10+50 11+00 11+50 12+00 12.1-00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+503 17+00 17+50 18+00 18+50 19+00 19+50 2MM 5.01 8+00 ! !! ! II! 10+50 !: II V' _ Pte) SCOTT COU Lie. No. 035791 ,tt�► z 0 ZN �c Uj ed V4 V4 N en ty :M tt'f s Za z w v� z J 0 U 0 C {A C 0 U C 'i 3 u� x X 0 3 0 w 0 41 U L C 0 Q i a C .n 41 4141 C 0 u 0 a Q 0 C 41 _ 0 3 0 0. _ z+ 0 v 0 CL 0 m U W = 0 CL m 0 C C a z r� Is, >j z 0 z W In z 0 L) 0 L_ C 0 C1 5 _ U m by .0 m 0 C E U 0 '67 41 m 6 w s LLi1�l, SHALL RAISE THE EXISTING GRADE SCOTT R. COS� APPROXIMATELY 2 IN THE VICINITY OF THE EXISTING POWER POLE TO ACCOMMODATE THE PROPOSED MILL ' EXISTING GRAVEL DRIVEWAY, STONE LANE CONTRACTOR SHALL COORDINATE 4' {:9iING GRAVEL BOX ffi RELOCATION, IF REQUIRED, WITH POWER COMPANY MAILBOX TO REMAIN �IC►NAL UNDISTURBED'sM Afl --- ; - _ - ��____-, CONTRACTOR SHALL NOT DISTURB THE EXISTING ROADSIDE DITCH. AS " M y — �1 aj'S7/ M -� SHOWN WITH THE PROPOSED GRADING. CONTRACTOR SHALL GRADE BACK THE CUTMOPE EMBANKMENT LOCATED ON TMP D �g+pp -� TO PROVIDE A CLEAR LINE OF-SIGHT. GRADING, IN GENERAL, SHOULD START AT THE OUTSIDE TOP OF DITCH AND SHALL BE GENERALLY LEVEL. - i44iw- -- TO A POINT BEYOND THE REWIRED UNE OF SITE. ~-`-" `_' H®`_' r.---• ---�,_ � �p EXISTING ELEVATED POWER '�il.•�' 1 _ -- — -- "� POLES. CONTRACTOR SHALL COORDINATE RELOCATION, IF ,. - - ,�� to REQUIRED. WITH POWER COMPANY / ::5:: S%-------........� / _ _ 1 " i ra IGK� '►�" DISTANCE EASEM EXMI LING ELEVATED COMMUNICATIONS B0)L CONTRACTOR SHALL COORDINATE �O. TEM t �uZ RELOCATION, S P\ C• y .. w W tD V / ® �1 CLJ ! ENT .�r.M� { i�/1�.711VN4.1i \ •,•l• / ! sA y V li GHT DISTANCE pG '.': ' L W w W W % iAtu EAS84W COINCIDES WITH SIGHT LINE PG Lu TMP ..w w / / ce lu N VICINITY"OPTFESX13TlNG POWER POLES 1 / WHERE THE EXISTING GRADES ARE LOCATED AT f ::: t utu THE HIDki POINT THE CONTRACTOR SHALL GRADE 1 �C — AT 2:1 FROM THE SHOULDER TO ACQUIRE ,� ..'.. / z &AIUNE OF SIGHT. COIJTRACTOR SHALLWITHTHE UTILITY COMPANIES FOR L': ' .:.:.' '.',:.'.' ' ' ANYMKODIFICA TO D ::'::: COMMUNK:A IN THIS VIC116M Q TT ro z LLJC 0) 04 LU c,4 ui! z 0 14+50 11+00 11+50 12+00 12+50 13+00 13+50 14+100 14+50 15+00 15+50 16+00 16+60 17+00 17+60 18+00 18+54 19+00 .J W uj JARMANS GAIP ROAD SIGHT DISTANCE o z < I� :rI� LLJ F- uml,) _ V) C' Z LOCAul 1� Lu I� I. Q Lu Lu rz 10+50 11+04 11+50 12+00 12+50 18+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17'+40 17+54 18+00 18+50 18+!00 JARMANS GAP ROAD ASBUILT CENTERLINE Q JOB ANO. 112068 SCALE 1 Ai51 (v) 1 9=501 (N) SHEET NO. C_lA 775 � •. -t: _: "� li '.�• - • 7- ri } :• t • is rrr r - � r • TI OF FIGHT I TERSE ON lGHT ST E 7,70 ., OBJE {HEI HT= 3 5°). PA MEN E:iEV. 785.44' t, 730 LOCATION OF FTI TERSE IGHT DISTANCE ASBUIL ROAD .?ARIMAN GAP E OBJE {HEIG = 3. ). PA MENT LEV,- .23` • r - ; • = • `row. ATf �T(�L, c��• r : r'r--=Tr � - • r ti `� y 1 : = • 'r c, r r r - - ((!:: l • / t r -i� - r • ' !►. i. X765 r - • - ��.'_1��?i�'� • f • :��r t • r c r• r- y f'-� a .11r"ppp'�^ !-.,J.t_!!_! 1_�Ji::1 [• �,.:�•,1 r,. r �•.�_r.,c;.A c : _ r: „e `,f,yf�.+fir 765 '.760 760 N t!? N ir! r' M � �' r it7 Off• W tete �•+tD� L+7 T in e�1ry' • o - c - r :: r • r• ill •'i r• f- y`� s r s s � I �/ ' c e • r s �r rar•Tf:�` �f •• •.may• u, 775 TI OF FIGHT I TERSE ON lGHT ST E 7,70 ., OBJE {HEI HT= 3 5°). PA MEN E:iEV. 785.44' t, 730 LOCATION OF FTI TERSE IGHT DISTANCE ASBUIL ROAD .?ARIMAN GAP E OBJE {HEIG = 3. ). PA MENT LEV,- .23` X765 765 '.760 760 N t!? N ir! r' M � �' r it7 Off• W tete �•+tD� L+7 T in e�1ry' ill