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HomeMy WebLinkAboutSDP201900012 Letter of Revision Letter of Revision 1 2020-03-19 (2)® 2020 - 30 SCALE, LLC CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 59.15' 1112.92' 003'02'42" 59.14' S47'32'51 "E C2 140.18' 1105.92' 007'15'45" 140.09' S38'47'58�"E C3 92.37 226.50 023 22 01 91.73 S23 4012 W C4 47.02' 178.50' 015'05'39" 46.89' N1932'01"E C5 22.03' 119.50' 010*33'50" 22.00' N32'21'46"E C6 18.34' 24.50' 1 042'53'21" 17.91' N59°05'22"E LINE TABLE LINE # BEARING LENGTH L1 N5810'32"W 14.43' L2 N49'04'12"W 79.09' L3 S28'23'17"W 45.35' L4 S42'35'36"W 43.64' L5 S35'21'13"W 23.00' L6 S2710'48"W 38.69' L7 S09'38'47"E 12.73' L8 S35'21'13"W 20.53' L9 S37°38'41 "W 21.75' NOTE: BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM PLAT PREPARED BY WW ASSOCIATES, DATED 7/6/2015 AND RECORDED AT DB 4716 PG 743. CURVE TABLE - PHASE LINE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING PLC1 15.85' 10.00' 90.83 14.24 N79'56'06"E BLOCK D2 - AREA TABULATION PHASE 1 AREA: 2.77 AC. PHASE 2 AREA: 2.72 AC. TOTAL AREA: 5.49 AC. SYMBOLS EXISTING PROPOSED 011,15511 --498--- ®12® r 1147 os 04 * TC 7 0 GRASS DITCH LINING PER VESCH 3.32 VDOTSTD. EC-3 DITCH LINING CONTOUR LINE WITH ELEVATION STORM SEWER STRUCTURE IDENTIFIER SANITARY SEWER STRUCTURE IDENTIFIER CG-6 (CURB AND GUTTER) CG-2 (HEADER CURB) # OF PARKING SPACES BENCHMARK, TEST PIT MANHOLE WITH FRAME AND COVER SPOT ELEVATION ADA PARKING SYMBOL WATER CROCK/METER FIRE HYDRANT WATER VALVE WATERMAIN SANITARYSEWER MAIN STORM SEWER PROPERTY LINE/RIGHT-OF-WAY LINE CENTER LINE FENCE LINE EASEMENT LINE 1 TMP 61 K-6-B-4 N/F BENJAMIN B. AND o H.V. TINSLEY WHITE D.B. 411, PG. 197 / a � N, TMP 61K-9-1 N/F RAYMOND C. OR AMY HAWKINS DOSS D.B. 754, PG. 413 l __3 Q C2 Co l � � TMP 61 K-5-1 A O / N/F JAMES L. AND MAXINE F. STEELE / D.B. 1140, PG. 261 J TMP 61 K-5-1 j N/F BRANDERMILL INVESTMENTS INC. D.B. 1511, PG. 93 j ' 1 TMP 40C-46 N/F VIRGINIA: TELEPHONE AND TELEGRAPH A 6 5 4 3 2 1 AC ACRE ACSA ALBEMARLE COUNTY SERVICE AUTHORITY ADA AMERICANS WITH DISABILITIES ACT ARV AIR RELEASE VALVE BF BASEMENT FLOOR BM BENCH MARK BW BOTTOM OF WALL (AT GROUND LEVEL) CFS CUBIC FEET PER SECOND CG-12 ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) CL CLASS CMP CORRUGATED METAL PIPE CO SANITARY SEWER CLEANOUT CONC CONCRETE CY CUBIC YARDS DB/PG DEED BOOK/PAGE DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY DIP DUCTILE IRON PIPE DOM DOMESTIC EBBS EROSION AND SEDIMENT CONTROL EL, ELEV ELEVATION ESMT EASEMENT EW END WALL EX EXISTING FF FIRST FLOOR FH FIRE HYDRANT FM FORCE MAIN FPS FEET PER SECOND GSF GROSS SQUARE FEET GW GUY WIRE HDPE HIGH -DENSITY POLYETHYLENE PIPE HP HIGH POINT HT HEIGHT INV INVERT IRF IRON ROD FOUND APPROVED IRS IRON ROD SET by the Albemarle County L LENGTH GorritalurliIY Development De 1rI.i71et1I LAT LATERAL lle d' q 0 LF LINEAR FEET--¢--�- - I# trz7�; :L 5rj?ffii LP LOW POINT LT LEFT , MAX MAXIMUM - -__-- LETTER OF REVISION #1 . 0 7 MH MIN NSF OHE PC PERF PL PROP PSI PT PVC PVC PVI PVT R RW / RCP RED RT RTE RWSA SAN SD SDR STA SVC SW SWM T TBR TC TP TW UG UGE UGU VDOT VESCH VSM P WM WTR WV _ I + 1 ► 1 r r j J TMP 61W-3-21A LINDA BLAKE GAYLE LLC f 1 I f i D.B. 2813, AG 445 1 °WESTFIELD,"SECTION 3 ( i D.B. 880, PG 595 PLAT i D B 697, PG 425-426 PLAT ZONED C1 ( 1 t D.B. 703, PG 732 PLAT USE:tCOMMERCIAL 1 1 1 i D.B. 704, PG 517 PLAT 1 D.B.112, PG 689 PLAT ( ZONED R10 AND R15 , i try 4- N42°39`37° 42 5.75', [T1H16 N33958'40"W 71.50' 17 13 1cJ 20 21� / KOBER USA y (PRI VA TE ROAD) PHASE AREA 1.2777AC. ISEEME71 �41 731 721 711 701 111 68 N75°33'421.W 51.25' i, PLC1 , S3403TITE 20.53' r, 67 661 6 " 64 743 62 I S54°38'47.03"E 83.00' 51DENTIAL a � A 1 1 1 1 Of 1 o (D ® 1�af +� I � F­ 00 E 404,19 � N42°40'0 " 4' ® t" , o N54°39'05"W 63.84' II PHASE I PHASE TWO LINE AREA = 2.72 AC. P INGLEWOOD DRIVE INGLEWOOD DRIVE (PRIMATE ROAD) (PRIVATE ROAD) I / I / Ileft I o N r-• _-W W r 31 PARCEL 1 L - N"r LOT " TMP 61W-3-19A OCT STONEFIELD PROPERTY OWNER LLC W Q o I-- cc I - TMP 61W-3-24 MACFARLANE STONEFIELD, LLC PARCEL 1 TMP 61W-3-19A:= rn o DB 4857 PG 503 �`'' ZONED NMD OCT STONEFIELD PROPERTY OWNER LLC ZONED NMD �_ I I DB 4165 PG 001 I DB 4857 PG 503 ZONED NMD �- Qu DB 4135 PG 215 (PLAT) BLOCK2 OVERALL SITE PLAN 0 50 100 150 SCALE: 1 "=50' SCALE: 1 "=50' MANHOLE MINIMUM NET SQUARE FEET OVERHEAD ELECTRIC POINT OF CURVATURE PERFORATED PROPERTY LINE PROPOSED POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF VERTICAL CURVATURE POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS RIGHT-OF-WAY REINFORCED CONCRETE PIPE REDUCER RIGHT ROUTE RIVANNA WATER SERVICE AUTHORITY SANITARY SEWER SIGHT DISTANCE STANDARD DIMENSION RATIO STATION SERVICE SIDEWALK STORMWATER MANAGEMENT TRANSFORMER TO BE REMOVED TOP OF CURB TELEPHONE PEDESTAL TOP OF WALL UNDERGROUND UNDERGROUND ELECTRIC UNDERGROUND UTILITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VIRGINIA STORMWATER MANAGEMENT PROGRAM WATER METER WATER WATER VALVE REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 AS -BUILT DATA _ ... EXISTING STORM SEWER _ _ EXISTiIVC� SANITARY SEWER EX 1 (MH). _ �EX 244 (DI) EX I - _ TOP _ 535.92 - TOP _ 5I76.57 � TOP = 496.18 ;. ..._.. TC? P = 492. 52 _ 18" ;RCP INV "IN = 525,49 15" HDPE INViOUT= . 501.751 _. 15" HDPE INV OUT= 492.51 _ .._ '$"' PVC INV 'IN = 481.80 1 FROM U' 24" CPINV 'IN = 516A0 8" _ 'PVC INV I[3UT= 481.60 24" `RRCP INV .OUT=. ' 516.14 EX 243 (MH) :_ -EX Ill (DI) ?TOP = 505.R1 TOP=496.32 EEC U _..,.. EX 2 (MH} 15" HOPE INV. = 501.35e ,15" 'HDPE INV 1N 492.10 TOP-495.80 TOP=521.57 2N' HDPE INV = 498.43: 15, €3DPEINVsOUT= 492.00 �" PVC IN:V IN = 487.06 !FROM V 2411 RCP INV IN= 514.27 241, HDPE INV !CtUT= 498.32 8" WCINV ;CUT= 48&86 :(TOT) 2-4'" =HDPE INVITDUT 508.67 EX 110 (MH} 1X 7�i (iVIH) _ _. TOP 495.98 � EX V ;., f EX=27.2 (5 DIA MIS) TOP-5Q9.77 15 HDPEINV OUT- 491.90 :TOP-499.64 TOP ® 510.35 15" HDPE INV (?UT-' 501.85 8" PVC INV :IN - 4,58 FROM AP € sr 24 Hf]PE INV IN = 495.08 _ EX 109.1 (MH} __...: _ _...._ 8'R...____. 'PVC INV OUT= 90.38 (TO U) 24" ;HDPE INV OUT= 495.88 EX 69 (GRATE) TOP=497.61 TOP=505.05 _. 15" HDPIE t INV OUT= 491.56 r EX Z - EX-27.1(5'..DIA M ) 15" HDPE INV IN = 499.E d . Ti)1 =48$.Q6 TOP = 500,80 15" HDPE INV OUT= 499.70 EX 109 (MH) 8'1 'PVC INV .IN = 1474,37 (FROM A8) 15" ;HDPE INV,IN 14,92.50 'TOP 497.04 8" PVC INV IN= :473.73 (FROM AA) 24" HOPE INV�'OUT 489.40 EX 68 (GRATE) 15" `#HDPE INV'IN = 491A4 8" PVC INV 'OUT= ;473.66 _ 241r ;HOPE INV�OUT 489.35 _ TOP = 00.3C3 1511 :I#171�Id INV I?� - 491.39 15" HD PE INV.IN = 495.40 15" 'HOPE INV,DUT= 491.34 EX A.B EX-27 (S' DIA Mil) 15" HDPE INV OUT- 495.30 TOP-499.45 TOP 439.48 EX 1138 (DI}. I3" PVC INV = 49037 (FROM NORTH), 24" HDPE INV.OUT= ,488.38 EX 67 (MH} TOP=497.Ei6 _ 8" _... . PVC Ii�V ,IN OUT = 4 i,17 (TO Z) 42" HDPE INV'OUT >... 488.18 TOP - 50108 ; 15" HDPE INV'OUT 493.02 _.,. 15" HDPE INV IN = 49411 EX AP EX-26 (6` DIA MH} 15" HDPE INV; OUT 493.73 EX 25.2 (GRATE) ....... TOP-SE71.22 .... . . , TOP m 496,04 _..... _ . _ .._... _ TOP -93 96 __.. 8 PVC INV .IN - 431.01 FROM AQ ( ) MOPE INVIN 49.84 EX 66 (GRATE) , 15ID3E INV OUT 490.11 PVCII4 GUT_ 490,81 TO V15 .. 42 HDPE lNVOUT:- :4�7.14 TOP 498.81 f ; 42" HDPE INV OUT 487.04 15" HDPE INV IN - 493.56 EX 23.2 (MH) € .EEC AR 1 . _ I i 15" HDPE INV OUT , 493.46 TOP = 500.00 TOP - 502.00 f E�{-25 6 DIA Mk�I ( ),. . _. 24 "1 INV-OUf- •493.65 _ . - ,1 � 8 VC INV ; F'.. OUT= 49f 23 (TO AQ) V. TOP m 496.35 (_ 1 � EX-23 7 DIA MH jI-IDPE _ I t 15 „HDPE INV IN - _ :486.60 TOP =499.06 EX 23.1. (MH} 42 HDPE INV OU7-= 486.52 24" HDPE INV IN = 493.1i TOP=SIIQ.U5 _ J 'TOP 42" :HDPE INV OUT _ 486.47 .42" HDPE INV IN = 485.66 8" HDPE IN V INm 49730 ;+" 'PVC INV 'IN= ;495,1 ;FROM AR 19 42 HDPE INV,QUT- 485,61. _._...n _. _.. 24" ;HDPEINV;C)N= 493.6[l 8'" ;PVC INV ,IN= 495.i8 ( FRO IAV ) 4X-24 (6 DIA MIS) . .' . _ 24" HDPE INV OUT ...493.04 ...... `P''r 'PVC INV ,OUT=. 494.98 :.,. 1 (TO AP) TOP =497.43X-22 (7` DIA 3ViH) I I `HDPE INV±IN = 492:33 TOP=489.80 _,..._ ....... t ........ ....... ........................................ 15" MDPE INV•IN - 489.43 i 24" HDPE INV ICI = 482.10 _ I 42 HOPE INVIN-. 1486..23 42 HDPEINV`IN= 480.2 "' 42 'HOPE 1 . �iV;OUTm 4.13 42"" HDi�E INV-�►UT= 4�.20 _ .......................,;........1 I ; i ENG IN E ERIG owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE y PALMYRA, VA 22963 p:434.242.2866 h e: mike@30scale.com ' web: www.30scale.com Z 'x ;{ z o s i Lu y fl F � } r Lu w rq 1 z Lu Loft) 9 r-4 I rro, CD;b >' v o . . 1 A A LO 111 6.l i Ca CL t, 'Pill � WLJ N nti E Wom � vy Q LLI :a t L w R 7 � t� 1 ./mil//,., L F. S N Lie. No. 33028 Q3/09/ 2Q2Q 7 ON A L' A. ,� sheet title: ERALL SITE P ' sheet ## As 3 F2 3 t! scale: 1"=50' date: iox I 3/4/2019 0 2020 - 30 SCALE, LLC .q., 0 O Lu qkw- ow'' ... ...... .. COMMON AREAS (SF) ON LOTS (SF) TOTAL (SF) PHASE ONE 27,221 10,195 37,416 PHASE TWO 21,985 N/A 21,985 TOTAL 159,4011 UMEN ACTIVE RECREATION AREA PASSIVE RECREATION AREA REVISIONS # DESCRIPTION DATE I COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 A SA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/202 3/912020 01 aw, A1111 111-11" � ik 0 40 80 120 SCALE: 1"=40' �21111. SCALE owner: OPZ BERNSTEIN/CHRISTOPH ER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 x' p: 434.242.2866 web: www.30scale.com LLI -j < uj LLJ CL LLJ C-4 m 0 j Q0ti UJ LLJ LL1 �pg Lu 0 u .1010AMIA 6) m L F. LiNo. 33028 03I09/2020 -�10NAL EM sheet title: CIVIC GK"EEIN SPACE PLA N 01. ry sheet # g! jxx OF 25 �W scale: 1 =40' �0111 date: 3/4/2019 @ 2020 - 30 SCALE, LLC c»+u PP DROP) I r I TMP 61 W-3-21A I t LINDA 81AKE GAY[ i Ll C EX, € RI REE'N WALL t W_srfilELD ,, sEcrfo j 8.2813, PG 445 ! j j D.B. 88p PG 595 PLAT ! j D•8697, PG 425-4z6 PVT I s j j 0 20 40 60 ZONED C - �� D,B. 703, p PLA))V j ti ; USE: MO ME C CJriiC. PAD ! B. 704, PG 517 PLAIT t ! J SCALE: 1 "=20' U B, 712, PG 689 PLA ' e ! ZONED 1 R10 AND R1 E• RESIDENTIAL � ® _ / 15' DR IMAGE ESMT t r `.' 20 B 940 PG 212, 5,4..r 21 Wr sr WP� I'%�� r, A�n • WA 14- 0 ! \ 1CIl BE 1ry�ryO'R REVISIONS ## DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 INTERPARCEL PEDESTRIAN�� CONNECTION WITH BIKE ! ) N r j I ,( j EX, _HED d,j � 6 RAMP - PROVIDE HANDRAIL j`" , t o BOTH SIDES - SEE DETAIL 20' DRAIN GE & t w ` �' --' 1 E;'', SIZE EET 20 7 VJ UTILITY EASEMENT LIGHT p Ej STE'uS- o i Q m EX VEPCO ESMT DB 704 P 515, 517 (PLAT) 1%��a SNS - _r ,E� L� } ! EX. RETAINING RS OF ! + t EX23 1NG I J RESSIEGRESS i DB 418 PG 578 '� DETAILS) � � o j ERMIS I� 4 -� o TE ION FOR EASEMENT FOR FUTURE DB 986 PG 70 e PV t WALL t j _ OFE PORA ( t'� i t NO J j GRA ING RY USTON STREET 1 Er LANDSCAPE ESMT �, t { LR�r 7'0 "'VSTALt ( �; EXTENSIO j ! j INING WALL "AII ( P�- 1 `® ` DB 4135 PC (DB~,5Z8x PG 32y�4 t ...•,J `� • -- G 249 '- r®---®®------- -� j (Zr 45 � j EX. SHE � ® � � � DB4135PG215PLAT n, r J e -- 2' PA KING 17 OVER ANG LO RETAIN NG -- II II 2' KIN -- -.,:- - - _ _ _ _ ---_ EX. SH 0--- ! -, i ALL 9.0 AR y___________N EX. SHED -! ! ! - - - - - - N42° j78Rj APPROX. LOC. AX HT 5' W/ 0 ERHAN ~ - WALL I.... ! FE G PROPOSED 8" DIP 1+61 S3- �� tK'� REL CATED OBER 1� EX. Z 'ACS �~----_� ,,. ~�--_Ex��WATE GEOGRID WATERMAIN "A" `�`-= ------ ------------------------ 11.25° BEND AC EN WAi R ES PARKI G ~ -�_ NOSCAPE ES1+1T = COD)�-00 08 M VERNA 1 _ 200 00' _"-�~-•-- �•.. $281 G 322 SOB 281 P I QE INSULATION FOR WATERMAIN ARV 3z2) 9.0' 2A ,, S 2 STM X-I FIL -_� ZO 'R - 6 TEE 6" GV -" t ° °' ' • , . " ' , { " . VAR WIDTH' �`° . _' �r EVEL 2 STOP SIGN ¢oa RETAI 14 - ' }-...- ' , a• { •CONCRETE•�IfALK'+- - - • 6 - l�- -� �' G A SA .....CG 12B CG 0' LL . -- � d I/ I .x25 rylp 8. 8.0' 8.01 5.0` -- ---_ _ ��B- SAF 9.0' Il 4+ 69 d ms ' �d 3 I i .0' j ws,� 4 R ��. `"A 8.0' R WA � t � '� iP wAIV TERlyA7�';,�ILING EX. T �� (3)A A pA rE) ~~---~_ 93-f- A 0 WIl3�Swhl F Ar 6 X4rOr I f R •NG SI - ~ "-F----ACC FA I i1) v N NS AN ~ ACCESS EA � 8 I -~� ADA S F}} I SEE LIME #1 i AREA 01 C ARKIN SIGN �"' `� ASP;A `--•a.•..x- _ �+� , { { - SHEET 9 I I I o ' C. V� E PAVEMEN-r - -- µ, --- J--- --- ---J 24.0 , 18.0 18.0 00'� ° S E SOP 17---_-,_.,+C g+ L ORO 2 . I EX. ONE-WAY u ' rET 9) figCIt71.}, 30' WM RETAINING WALL "A" Qom'. SHE `� �_ S "�- 8."-900, BEND 1 , { CGe' - g �a° EAS SIGN ~ ® 3' ..a ti-2B yr 20•0'(DS 528 pi GMEN7 1 2xO ACCESS PATH SIGN EX. P RK ��. I o } I '� ~ S E SHE 80 RDS 3 37©) 10 GRADING (TO �E- �- ± {-I :c„ ' u, i I y �' �:� :: 13'X20' 21 F R D L, 4 4 ~ I EASEMENT t� + ENLRAGED) 1 a o. - • • . w •.• A J(I ~ --- �. �,• ~ DB 4135 PG 249 r CONC. PAD NG 1 i---I w• , -- _.._ �',: _ ,_. -_ ___.. _ - _. _.,, x .. _._. _. 'm ERHA '" ~ ` ~ -� _ DB 4135 PG 215 PLAT � 1p� I rn. II _ ,. .. RE 'r£D R W- RESRUD c?(GENERATOR)Oi! NG ~ �' �'� TO PL J EX. 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S 7 TANDEM SPACE) 6 I DUMPSTER SCREEN WALLTO NTRANCE STOP S i N k1l ,� '' I �I I 0I {8.0' 8.0' 8.0' � � � � CONNECT TOUILDING-SEE ®CG-1288912 I 0 { ARCH PLANS._ ` A - - ---- -- - - - - - - - - - - -- -- - - -- __ - - --- - - -- EX. i0�'iDE SWM FACT _ , - r Zz i.l III . LL-MO TED LI HT 4 EX R WID ACS 9.0' _ { I (SEEEET 17.1 ODETIL} �€ EIL( INP.G} I{ I 3I L-1 RIOACCESS EASEME A WAER/ VRH NG(DB 5281 PG STQPCONIC WHEEL TP)�RAH SEE SHEET 20 OR DETAIL IOG 32 RPT NCHDR IN --fiSTREEZ T ETNCNT SIGN NOT PHASE s (}ADA PARKING SIGNS cn r' I O� i a iiY 611 INTERIOR - I w o ® A , - ® LINE r F 1r I ND (1}VAN ADA cry o w ® o cry c+� { �cn ' Lu - {-` ' 8" SAN LATERALS P RKING SIGN ii ii I WALL .� o � o I ®" _ -®- o� y r� C(�.: { n I II `� 011 i { b... eo r `ry ea N W - z - 3" 1 I I 6 SAN LATERAL I 11 �7 II - - - M 4 ,-I a -A, m 12 JL -y r - b - + �i' 1 11{®Q-"II ( # �� �� pw�' -r I "2 I b" TERMAIN IIBII� II II I - IN a rJ F EX. AR I I F II II I I j EXT. CORRIDOR h . � Ln f° rn � . ; . W II a i., � { .-•._-_ ULTI MIL Y I+! -IRA I�lCE a { 0 _ , I w -I LEVELS � 6__ � OFFICE x ii nn �� u N Z C I 9.�,!. , I 12 INTERIOR 164APARTMENT UNITS CD C { 3- _ j a -I I 18.0 2 .o { v cn VARIABLE IDTH t ' I I <r` y r-------- WALL I (201000 GSF) FOR COLIJNFO ONLY (TYP} � STAIR � � s L IRF VARIA �) �� I E r .'' , ; { S E DETAIL #2' { L A. 12.5' F �' I REFER TO ARCH PLAN EX. 10 WIDE SWMfACILITY EASE ENT 12.1 I".: = • �' I 28• ' TO PL I - -� - Y - - ,, --i- ---SHEET 9 j FOR ALL BUILDING ACCESS EASEMENT "' 4716 P 743 t,.S - ' ° I t DIMENSIONS (DB 52811 PG 370 4 I; I° BLD. ENiRANC I EXISTING UTILITIES T ) 62 - :. __ ..-.._ ...._,,,....» ..-...,_.--" _,..._,._._. ..>"......,.. _,"..,_:,..._ .v...._...... .,�. �-..,.,_...-.. ...�............. ........».-., �. ri. r:. s°�j 6iE !'1UJ U:71 ELJ T� � � � ..... ....«.... � .-...._..__„ ,,..,... ._.., T�. { 193 9:. 5 ING, LOBBY BLQ ENTRACE MATCH FINAL GRADE ' EX. 10'X� 18' SWM 1 I I EX. DRAINAGE PROVIDE BRICK P VERS IN MEDIAN ( " EX 15 POWER ESMT ( I FACILITY E SEMENT I it EASEMENT A6,5' * �q r'� i I CLEAR I : 1 � (±6,00 G7SF) j DB 4160 PG 199 " s (DB 52t3 PG 37®) o DB 4716 PG 743 (REFER TO DETAI , SHEET 21) I ' I `Y° I'X6' T;E ' MARKER POSTS i 12 EXTERIOR v, ,'` , rea # PROP. HANDRAI UILQING I WALL I 6" PVC CO DENSER DRA N ° �- - r { BUILDING )ST I I !._ I IW r GRATA AVD PEDESTAL POWER I -`" LJ +� _ E RANCE I 12 PVC ROOF DRA N 1 • k,1 :+ _ _..-...�I�L® O� �R}-IAN(� (TYP.) _. <'Y .w_-.,. __-.-- .--. , » __ T ;_ ._ ENTRANCE 3 ,: P. AVERS-.REFR• .. • w r r i r• 5 I _ ,._ _ 1 :TO AR HI PLAN _ " • .' ,_ • �„ _ _ _ r U1112! t - i. 4 r ra r t - p fp. - j a I - � V I' ICJ W ,_ _.m._a----<.----.:_�-•, �.. ... �..... s, . • _... FSfl�. Al -•- 1 a -- I - -- - _ _ - - I w I -- - - „"`L 1'., ,_ . ,w- '_„"' ;°r,. ' _.=m^a"w•'`•unm.sss+a.G :'• W....... ,. ;: . y' I .._..... ...,_, .,.._- .3 °v_..,...... ..i 1 ° rI u i •. 1 s S35 1113 W 360.41 -� I a--- 'ALVEPROP. �. II ... I{ f #r II HADLS �- r'M{ ILL HOLE PU1 VAULT APPROX. 440TO HYDRAULIC ROA _...a, I INTERSE CTION { 4i _ f �.:op . , F FOUND '9 ": ,., .. r�s w. • _;. ,......::",._..,i STOP AND EX GASLINE EASEMENT PROP. HANDRAILS ►�, r d "° , _...._. 4 _ . _....v + o i f DB 4186 PG 321 7 `�' INGLEWOOD DRIVE � � � I ' . CONTRACTOR TO RE -STRIPE HATCHED }• (TYP) I `f- (PRIVATE ROOAD) r STREETSIGN ' aJ AREA AT EACH END OF INGLEWOOD23 7 ,� -� � _�_ .}_ ' SAN--= _..__-'-- SAN --- SAN SAID! r - -- �� � � � _ R- �_� -- w _ '� STOP SIGN -pA `- DRILL HOLE -- - i',a .SAN PA AID _ - AI'+J - _ 3��7�--I-'--•---' PARKING AS SHOWN , ; r; - --_ SET ,�.., ,:; + '^�,- •-•b - j i " _....._ _ . •._. ..._ .J 4 :� __. ;._:. _ -''"}11II..j _ ;-`, '{.4, „ s.•. ,s ..,,... ,.,___} „i 1 te,'y STOPS %p''•_ � RETAINING WALL II }ti ,"..._..- .. ;✓:,. r a; c MAX H I'' 6. V v I TOP °s „ 302-LF �{ € S ( } ,. LOT D3 , � EX 23 INGRESS/ `• ,:,, �� 9 ,, � ,. .J , _ _ , ( SIGN I •�� ,c I TMP 61W 3 24 P ,, I �,. � '; 4 {' _ _ EGRESS EASEMENT � .,._ � �I : -o a ( DB 4135 PG 249 MACFARLANE STONEFIELD, LLC STOP SIGN _ s ..-.-,... -..."�. � Cry o �"i °° _ _ f _.. _. ZONED NMDL EX PUBLIC I ? PARCELI I I" I __._.._.... _ ....._ - __.__... ... . ....... DB 4135 PG 215 PLAT I PARCEL 1 k1_11.. TMP 61W-3-19A DB 4.65 PG DD_ TMP 61W-3-19A "� 0 r fl I I DRAINAGE EASEMENT IRF; _._ .__. __ . _..._- ,___.._..., DB 4135 PG 215 (PLAT) OCT STONEFIELD PROPERTY OWNER LLC o o OCT STONEFIELD PROPERTY I y - - DB 4857 PG 503 n 1 DB 4135 PG 249 I OWNER LLC I '-i EX 20' SEWER EASEMENT DB 4857 PG 503 I Il _ I > DB 4391 PG 331 4 P 5 T ZONED NMD z __APART LEVELS 2-6 z ZONED NMD L TER O REVISION 1� � I II ( j I I I SITE PLAN NOTES 3/912020i EASEMENT MAINTENANCE NOTES HANDRAIL AND RAILING NOTE PARKING LEVEL MECHANICAL EQUIPMENT NOTE FIELD QUALITY CONTROL NOTE o SOIL TESTING NOTE: 1. THE SANITARY SEINER IVIAINS AND WATERMAINSWITHIN THE ACSA CONTRACTOR TO FURNISH HANDRAILS FOR STEPS AND RETAINING WALLS AS VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTINGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ® EASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICE REQUIRED BY THE BUILDING CODE. HANDRAIL LOCATIONS AS SHOWN ON THIS ENTRANCE CORRIDOR SHALL BE ELIMINATED FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PARKING LEVEL 1 OFFICE LOBBY INGLEWOOD ALL TRAFFIC CONTROL DURING o AUTHORITY. PLAN ARE FOR GUIDANCE ONLY. 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE OWNER OF PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON DRIVE CONSTRUCTION, INCLUDING MAINTAINING PHASE TWO WINDOW REFLECTANCE NOTE SHEET 25 OF SITE PLAN AMENDMENT AND SHEET 15 OF VSMP UNOBSTRUCTED ACCESS FOR THE RESIDENTS 3. THE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED AND THE FIRE MARSHAL NOTE - KNOX BOX WINDOWS SHALL NOT BE HIGHLY TINTED OR HIGHLY AMENDMENT. BUILDING/PARKING OF THE PHASE 1 TOWNHOUSES AT STONEFIELD A KNOX BOX FOR FIRE AND RESCUE ACCESS IS REQUIRED. LOCATION OF KNOX REFLECTIVE. VISIBLE LIGHT TRANSMITTANCE (VLT} SHALL NOT AT ALL TIMES DURING CONSTRUCTION. ® RELOCATED ACCESS EASEMENTS WILL BE SHOWN ON THE FINAL PLAT. BOX IS TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. DROP BELOW 40%, AND VISIBLE LIGHT REFLECTANCE (VLR) LEI/ TI ATI N.T.S. m SHALL NOT EXCEED 30% ' )SCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC E" engineer: ? 30 SCALE, LLC s 871 JUSTIN DRIVE PALMYRA, VA 22963 p:434.242.2866 e: mike@30scale.com i web, www 30scale.com I Agmmm M LF,> Lie_ No. 33028 V 03/09/2Q2O o v", ti O 2020 - 30 SCALE, LLC i10M MH' Ur1 EXISTING SA SEW TO R�,MAIN CG 2 ®_�-- 4 Z� GG 1 . 1� . 0+00=8"-90° BE �l PROP.f 20' ACSA WATER I I l EASEMENT C /—NOTE: NEW MH S2 TO BE INSTALLED AFTER EXISTING 8" SEWER MAIN UPSTREAM FROM MH 51 AND MH S2 IS ABANDONED. SEE EXISTING CO.NDLT L m t ma DETAIL #1 WATER r SEWER MAIN CONNECTION DETAIL COMPLIANCE ITH 1®2.7. (b) FOR PARKINGSTRUCTURES SUMMARY 1. MECHANICAL EQUIPMENT FOR THE BUILDING WILL BE LOCATED ON THE ROOF OF THE APARTMENT BUILDING. ANY OTHER MECHANICAL EQUIPMENT OR OTHER UTILITY HARDWARE ASSOCIATED WITH THE PARKING GARAGE WILL BE SCREENED FROM PUBLIC VIEW PER 18-32.7.3(B)1. 2. AIR HANDLERS SHALL BE LOCATED SO THAT EMISSIONS ARE DIRECTED AWAY FROM ANY ADJOINING RESIDENTIAL DEVELOPMENT PER 18-32.7.3(B)2. 3. IN ACCORDANCE WITH 18-32.7.3(B)3, LIGHT FROM ALL VEHICLE HEADLIGHTS ALL LIGHTING FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE THE PARKING STRUCTURE. REFER TO SECTION A -A THIS SHEET. PLEASE NOTE THE BOLLARD LIGHTING ARE LOW -STANDING (+- 35) AND EMIT LESS THAN 3,000 LUMENS OF LIGHTING, AND ARE THEREFORE EXEMPT FROM THE LIGHTING ORDINANCE. THERE WILL BE LANDSCAPING AND A GUARDRAIL ALONG THE WEST SIDE OF PARKING LEVEL 2 AND THEREFORE HEADLIGHTS WILL NOT ROUTINELY SHINE OUTSIDE THE STRUCTURE, PARALLEL PARKING SPACE GRADE = 512 THE WEST WALL OF PARKING LEVEL 1 IS BURIED BY A MINIMUM OF 7 FEET, AND THEREFORE HEADLIGHTS WILL NOT SHINE OUTSIDE THE STRUCTURE SECTION AA I APARTMENTS I PARKING LEVEL 2 i, nor: oil — EXISTING SEWER MAIN AND WATERMAIN TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6 PARKING LEVEL I EX. FIRE HYDRANT TO BE RELOCATED 0 10 20 30 SCALE: 1 "=10' I I I (:)) / / / LETTER OF REVISION #1 /912020 PROP. 8" SANITARY SEWER LATERAL, INV = 496.0 AT BUILDING SAN — SAN SAID ~'--6"X4" TEE PROP. 6" SANITARY SEWER LATERAL, INV = 496.0 AT BUILDING —6"X6" TEE BOA 8"X6" REDUCER SAN _ SAID! - FLOW FROM MH "AR" NOTE: NEW MH S1 TO BE INTALLED AFTER EXISTING 8" SEWER MAIN UPSTREAM FROM MH S1 AND MH S2 IS ABANDONED. CONSTRUCT NEW SEWER FROM S1 TO S2. FOR SEWER PIPE TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6. EXISTING SEWER LATERAL TO BE ABANDONED. SEE EXISTING CONDITIONS PLAN, SHEET 6 *DOMESTIC WATER SERVICE LINES AND WATER METER SIZES ARE ESTIMATES. ACTUAL SIZES TO BE DETERMINE WITH THE BUILDING PERMIT SUBMISSION WHEN FIXTURE COUNTS WILL BE PROVIDED. BUILDING OVERHANG • ayes.," DETAIL #2 DOMESTIC WATER ANDSEWER CONNECTION T I L 0 10 20 30 SCALE: 1 "=10' SEE SECTION A -A THIS SHEET REVISIONS ## DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA CO M M E NTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 ray . I ku2 ENGINEERING . '•.k Y e OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: I 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p:434.242.2866 e: mike@30scale.cem nxx web: www.30scale.com } j 1 W umi j � can O '€ 2 <' sheet ## M LF. S > Lie. No. 33028 03/09/2020 QNAL @ 2020 - 30 SCALE, LLC 0 m Lu 8 VARIABLE IDTH 1PAIW I A FMT X. 1231 4716 P 3 743 ro- 64 L 62 ? 15p c 61 dl tq, G Arl POWER VALVE"_'�.., VA ULT APPROX. 440'TO HYDRAULIC ROAD 67 INTERSECTION A� EX GASLINE EASEMENT D13 4186 PG 321 1 itW W �d !STOP - 68M ZD PARCEL TM 61W-3-19A OCT STONEFIFLD PROPERTY OWNER LLC DB 4857 PG 503 ZONED NMD SEE PLAN FOR WIDTH dl 3'tic mosl N M-ET 411 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S t .......... I 41e MIN COMPACTED SUBGRADE** CONCRETE SIDEWALK TYPICAL SECTIO INTS PP DROP , nil) 15'DR INAGEESMT— B 940 PG 212 20 4.T? 21 PROP. 6X6' CO RETE PAD FOR TRANSFORMER I 14- 06 IN EX. ON E-WAY 86 SIGN 87 88 EX, 10'X18' SWI "WhLITY EASEMEN (DB 5281 PG 37C 89 EX. f(MIDE SWIM FACI ACCESS EASEM E SP (DB 5281 PG M NOT ENTER SIGN 'REEN ' W TFIELD, SE - _ rW 'jON 3-- 1540 PVT PG 5t26 EX. cap4c liz A 517 PLA Ni: 689 PLAT B. 704, PG 703, PG 732 PL Da 2 R10 AND RI .71 , PG .. ...... ZONED R Dr I'• I I FOR DITCH LINING CALCULATIONS, 530 ...... ES' ENTIAL LIMITS OF SEE SHEET 12 OF SITE PLAN AND _j DISTURBANCE ,JOFVSMP18.Q,TW Eo K. # 1 64 LF)y. 0 EX, S!lr DRAIN GE USE EC-31LININ.0 A LfIY-E SEVIFNT TEPS jt}JUTILf1Y 7 PLAT) ....... T' DB 515,51 C,4 ING IZZI �R ILT NGRESS/EG SS EX. !ETA M ffi G ER EX 23-1 'ropt - BERM -WALL OF EASEMENT �OR FUTURE §78 j , Ml�. �ERS OF . r-T, G rrE 1 E:MP�OMRY v;;j I HOUSTON STREET _�§4 �SECTI - f _rO FENSION 19 " INIIVG I "A.'.',j 1+00 ARA 11VG 11VSTALL rs 2 fT- i5 a U111"TW L) 14135 PG 249 I I V.", � 4135 PG 215 PLAT 0 iz 4, 28.'5' (2L,7 SH El '6' 11 -8: HT Tq 1+80) _j PRI 1?1 F:::_�_,E EC-3 11VING L�_ 4.MT 0 fR_ APPRny �s TC # "', EX. ii 6A E r26 jo rA I:x 81 17. 1 vvfvi RETAINING WALL "A" ACCESS PATH L-zz 11.1VT 41 io 37 EX. PARK (2: �7 �2`1 + •EASEMENT (TO 17 E _­17 1�119 X.6 IL 1 Ud 41Jb PG 249 41 x P 215 PLAT I I - '\, 17 AM VED RESUM RMH 5jo E14LRAGED) 05 EX. ACSA W af u ��j VARIABLE IDTH 91 07- uu- 12.! TW,� 2A EASEMENT BW DB 4716 PG 743 0 'All Cf) z Z m 0 04%\ ESMT EX. 8'� 22'SWM 520 DRAINAGE f 0 FACILI� PG 212 PARK rYEASEMENT jNp LEVEL I 0 6A (DB 5�131 PG 370) . .. .... a. 1(84 SPACES, INCLU'D S 7 TANDEM SPAC B 2' M �j -1 EX R WID ACS 41 z jF 5281 PG 322) z A r1506 mill li-W -__ _ I _ i __ — i _�_ I j y I PHASE �,Ul LINE05 A A -A. LLJ 9 v) Lu kn ib� + L9 9 0 j 0 (D III C) I Hil,11 < I :' ;: c) W EXT. CORRIDOR �D Fq co A' EX. U LTI- Y, �5 4�- a ItY T­ 2-6- -).AM OFFICE i FF=517.5 WARTMENT UNITS C) 160 t F-V cf) IRF EX, DRAINAGE EASEMENT DB 4716 PG 743 r GU #4 @12" E.W.---,, -- -'­ '1`1 . . �4. SUBGRADE SHALL BE A, 00a p COMPACTED TO MINIMUM 95% DENSITY AT OPTIMUM MOISTURE 'MIN. h CONTENT IN ACCORDANCE WITH AASHTO T99. COMPACTED SUBGRADE** DUMPSTER PAD TYPICAL SECTION NTS EC-3 (SEE PLAN 21 J v - I - v [FOR LOCATION) PKG,OVERHANC1__F i CG-2 PAVEMENT ---- \-PROP.GRADE `TOP OF BERM BERM TYPICAL SECTION INTS EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON SHEET 25. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELID AT ALL TIMES DURING CONSTRUCTION. I rd -7--DRILL HOLE J) FOUND -STOP AND 23 STREET SIGN DRILL HOLE,' SET v STOP SIGN IRF f REVISIONS # DESCRIPTION DATE I COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 tmSCALE ENG I N E ER ING =�=mgmmmmm owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC,.'j�ii V11 engineer: 30 SCALE, LLC 871 J USTI N DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com jgl 2M Mm 0 c o n , iW L F. 1V S Lic. No. 33028 /09/2020 u , I 14, 4�y /�ONAL / sheet title: GRADING PLAN sheet # (D 2020 m 30 SCALE, LL W EX. CG-2 (TO REMAIN) EX. CONC. S/W- 9 ONE-WAY TRAVEL LANE W1 PARALLEL PARKING ON ONE SIDE 12.0' 9.0' 2.5' 5.0' 5.0' PARALLEL PARKING GRASS CONC, S/W TO RLd, SPACE STRIP 0.5' CURB EX. FC TO FC ' EX. CG®2 (TO RE REMOVED) 9.0' NEW PAVING WIDTH 2.01 1 4 EX. PAVEMENT MILL EX. PAVEMENTAND OVERLAP SURFACE COURSE BY 1.0' ASPHALT CONCRETE CG-6 0 BASE ASPHALT CONCRETE UNTREATED AGGREGATE SUBBASE', COMPACTEDs: D. CASH ALLEY TYPICAL I N TS CASH ALLEY PLA SCALE: 1 "=50' nuT VrV A — 4 fB , •1 n All NOTE: ; THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS AT ALL TIMES DURING CONSTRUCTION. I.N.Womw 0 9 PARKING IN LOCATIONS SHOWN PROP. VDOT STD. SLOPE VARIES FROM 2% - 4% MAX. - SEE PLAN FOR PARKING AND DIMEN 24.0' TWO-WAY TRAVEL AISLE 16.0' PARKING IN LOCATIONS SHOWN ON PLAN PROP. VDOT STD. CG-6 P� \— 1.5" SM-9.5A SURFACE 0M-25.0 RASE ASPHALT ASPHALT CONCRETE 8 11 21-R UNTREATED CONCRETE AGGREGATE SUBBASE OVER COMPACTED SURGRADE -- KOBER WAY TYPICAL ROAD SECTION NTS 10+00 11+0 + 10+00 11+00 12+0 13+0 14+00 CASH ALLEY PROFILE FIB LIORIZ. SCALE: 1"®50' LIORIZ, SCALE: 1"=50' VERT. SCALE: 1 "m5' p 50 100 150 VERT. SCALE: 1 "®5f HOIRZ. SCALE: 1"=50' LETTER OF REVISION #1 319/2020 O 5 10 15 VERT. SCALE. 1 "=5' CONNECTFROM SDP 2014-00070 TO -t y 2. CENTERLINE 15+0 16+00 17+ 0 MR m m 7 En."I NG I N E E R I l owner: CiPZ OERNSTEIN/CHRISTOPHER 2, LLC r z h engineer: > f 30 SCALE, LLC } 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com a� Y f i i7 LLI m RIC� <r s w Ljj =A CL hA�+� nY kE } r CL UD a CQ CL fi yr V k Y M Q ILL LjLj L4j tz S �1 3: off:, sheet title: }�' V r' �14 ' STREET l_' :. PRIVATE PLAN AND PROFILE sheet �r 10 OF25 scab: HORIZ: 1"=50' VET: 1"®5' :<: date: 4 H 3/4/2019 u x� "Y 0 2020 ® 30 SCALE, LLC C*m pil -u 2 n-j. D1-2 ti D2 14 Ef.-alure FF-OM7W 16 17 18 LF-W" U�616,1u' W-31541, 19 20 4 21 rD I Ill PROP. 6'X6' CO RETE PAD FOR TRANSFORMER 78 79 80 1 FF-515AS fF--614.V 0 ?5 , 85 84 83 82 81 (tk--, TO FILTERRA 9`11A A = 0.47 AC C 0.90 Tc 5 min 65 66 *F1 �XaAt 64 69 68 67 70 Ek 71 11413W man,cw -, r I-F VARIABLE V FID71-1 1AIE,1ENT 4116 P S7.43 � AW 62 F, =w 9.41 69FR VALVE. VAULT W W PARCEI-1 TMP 61W-3-19A Zell PC, 12 Iiiiii", iltiltl-'',i������ 1 10 P iASE it fi x. W� 9,04 POWER �02 -- ---- VAULT 9 98 �mm OFFSITE AREA DRAINING TO DITCH #1 OR #2 S35' 21'13"N 360.41' LETTER OF REVISION 1111 319/2020 IP: 0 30 60 90 SCALE: 1"=30' REVISIONS # DESCRIPTION DATE I COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 10/31/2019 Ir- S tiA 0% a LE ENGINEERING 111111``clwner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p- 434.242.2866 e: mike@30scale.com web: www.30scale.com M L F. S L c. No. 33028 03/09/2020 u "/()NAL A sheet# scale: 1111=30" date: n 1A f N C 2020 - 30 SCALE, LL( _� W 4__ a, c: ul Ei :2 < z fl, C) q Go 11 � = u uj 8 v) a (" I � _'�_�mi,�� . , I , a rz) �j . I , � _'-p, JrL� _ f V r� t -1 VA'- 3- - 2 1 t.i ps, , )) ��J" 11, u) , Lfb,10A BLIAKE- r, ',- " ­_1 , I �- 1,%-�? 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THE I � 11 EVERGREENS WILL BEA STAGGERED ROW OF GROUPINGS OF 3 DIFFERENT SPECIES ADJACENT TO THE DUPLEX LOTS INCLUDING THUJA OCCIDENTALIS'NIGRK, ILEXX (NELLIE STEVENS) AND � I LEX X ATTE N UATA (FOSTER). � I � . i I � THE PROPOSED EVERGREEN TREES IN THE 10' BUFFER AREA ALONG THE WESTERN PROPERTY LINE ALONG THE TOP OF THE RETAINING WALL HAVE BEEN SELECTED BASED ON THEIR SLOW , AND NON -AGGRESSIVE ROOT GROWTH. THEIR ROOT MASSES SHOULD NOT EXCEED 12-24 INCHES IN DEPTH, AT MATURITY. FOR THESE REASONS, THE ROOTS ARE NOT ANTICIPATEDTO DISRUPTTHE WALL OR THE WALL GEO-GRID. IN FACT, SOME GRADUAL INTERMINGLING OF THE ROOT SYSTEM WITH THE GEOTEXTILE FABRIC MAY SERVE TO STRENGTHEN THE ABILITY OF THE GEO-GRID TO SUPPORT THE WALL. THE ROOT SYSTEMS ALSO ABIDE BY THE RULE OF NOT OUTGROWING THE DIAMETER OF THE DRIP LINE EDGES OF THE BRANCHES. THE SPACING IS PROVIDED AT A MINIMUM OF 10 FEET ON CENTER, ALLOWING FOR THESE PLANTINGS (TYPICALLY 15-25 FEET IN HEIGHT X 10-15 FEET IN WIDTH) TO HAVE ENOUGH ROOM TO GRACEFULLY GROW TOGETHER, PROVIDING A HEALTHY, VISUALLY INTERESTING AND EFFECTIVE SCREENING, qijivii 1111 I! 1, 11 i : ��������rit 11! , I k, - ��'i ) V! 11 �.� -1 V � a , Aiv I - &.60 1i I , LETTER OF REVISION #1 31912020 I _1­1 , I I_�p- e 'j 011-WI 11"fil _411�' L__e_ 11 , ) 1.� ik, * �-��-�-�.�v���.,��,=-,=,,-=�,�,�. =�o � /,/ ­­, I - __ - , , , " t , 't, 0`�._ ��w � 1<4_11 I it-,­- �������,;_ 77"`7`1���� 0 20 40 60 SCALE: 1"=20' � )ll i .11, �l I , -,,�-- 'C----) . f it' �11 I ;�,_ � J> 1-1 F I � �� � 1. � �_. ­11, 1-01 l'-, i I -I � ,�-, 17i 10, .--i I—, �" i, Rl - ;Enl C - ,., -t .t, 6r i '-'.-;� I�H `�, - i­', = z, �,, , , o, � 'n, ,__ ,_H I = 2� �2 N ,'� j� �'Z 1_,y$ 1 11� I ; , __ I— 0 �D I- _�, r­ I � - I.- � 0 �� _! IN - � Ti (D -i �'2, ,�_,,-�',.' 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L�`�,,'�111 �-'1%21E2mmmm:: , L101,10" = 1:0 '_,,�' t, , ,i�� 11 , ,� � L, �g sheet title: , , ,��,.,g�; - �� ��,-�`�� I; - � V�,, "' r "I LANUSCAPE - H, .1 . E.., . ,..i - E. ,��i I ,g , ,1 I "" - - r`1 ,,,.:, , "" v ""LAN ,� t' sheet # ,-1 � 11111 � �1_ � ";R illil '-!�ig� - � " , IN 11 ,I, " 11 . I I 11 I , I _ _ � " " "�, ', � , �, I OF 25 mom @ 2020 v 30 SCALE, LLC 'wWF MALL _IL AT BALL AND SOTT01,44 OF EXCAYA'n4., N PLANTING - EVERGREEN SHRUB IL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) TQT BALL R WATER T, �E A " IN TH,0, U, I .L: IS 2,FULL ��u-a js yi i�" ,� #� a u '•�' '`tC` m^''5. �..,k r rs q'.''3,� $.- ..F DECIDUOUSI DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) Central leader. (Sae crow observation def iil). -fe ANSI ZOO clurrent tion for root ball sl e. Root, ball modified, s PL'Yf'7 A:F3TZ'kF'�.: +ill berm 4A° hl above raut shall 40. oornstru the, root ball begin at root, b EXIstin spit. Hf $10pe'sAdesof 10rio Roltnm of root ball testson �xisting or recornp i d 3n 'RM TO , N Al FILL 4 OF-PT-1-4,VMS- P Finn hed 0radie T I DETAIL Opp QUPCE FIRES TO U E INTERIOR SCALE:f f3ASAmti'd't 2i ..,.. 1 100 2 142 3 126 4 125 5 no 1 -5 28 35 10 40 11 15 12 129 14 7 15 154 :IO t LETTER OF REVISION #1 319/2020 L, Tri 11 S C m a L E E N 6 IN EEI owner. OP2 RERNSTEIh1/CHRISTOPHER 2, ILL.Cfl 30 SCALE, LLC r 871 JUSTIN DRIVE PALMYRA, VA 22963 p- 434.24.2.2865 e: walks@30scale,com web: www.30scale.com z IRA LLI F LLJ �a € s Lu ca < ,. g I<rai Z Lu CL 3y S SAL,' Lu yc' } M mar, 3 ? a Lu ,f zcad Y 8. € 12 {+ i if �yy �i u 3�fi z nF3 g 0� y Lip. No. 33[i28 0/ Q3/09/2Q20 sheet Vtitle: LANDSCAPE k w Kn; fi y CALCULATIONS AND DETAILS sheet # t 77 da`1 e. 3/4/2019 <b°r, © 2020 - 30 SCALE, LLC 75 STEPS 103 EX. RETAINING _jWALL 0 B 1 1 jBC , v _rLf 1 f gg - __ t {' _9-��.b�'-� �.�- --------------- ---�_-� w �.�.,_ ) E.'i Sfla7 �i J 1_ n .p - V ` .4 a.3 ° °0.1 °0.a C1.0 °0,5 °3.1 ° .4 ` .7 1.0 ......... -- 2 9„ 404 ` j 0.0 -, �• - 4 0s,_._ ...:...... b - 1 a.9 0.� �.� 0.1 .o o. °o. °o o ° .o o y °o 0 . 0 A p 7 -� o o �°o.o Od ® 4 r • f •a A ,- dye ' . p "• x „.`--` _ � ' ..._-"...'.---a__.__� `'`-;..,...°,., 'y 1 { I � { t/ t ` 01 � 1 0.1 0.0 r�1 °0.0 °0.0 �.-o _ �- 0 °lo o ®.o °o. ° .o o ` ; ' 10.0 9 0 {o 00.0 A. V o a Q.0 ° 2 0.8 0 2 A': 0,� A .1 � 0. .o d.o o.�--��- � .o Q. � .o " (TOE u - 1 3 ENLRA QED) .__ F f i- f v a A 1 ' 1- i- I F i f $ , ®EXISTING o.1 0.1 0.2 0.4 o.a .1 1.2 .1 0.1 0.0 0.0 o.a o.o o.o o: ��a. o.o 0.0 0. o.o r .M f 1 { i - o 3 Q 62 F: THE PROPOSED LIGHTING PLAN HAS BEEN COORDINATED WITH THE ILLUMINATION OF THE SURROUNDING DEVELOPMENT. THE COLOR TEMPERATURE OF THE PROPOSED LED LIGHTING IS 40K SO AS TO MATCH THE COLOR OF THE SURROUNDING PARKING LOT LIGHTS THAT USE METAL HALIDE (HID) FIXTURES. THE LED LIGHTING IS BEING USED SINCE MOST MANUFACTURES HAVE TOTALLY DISCONTINUED OFFERING HID LIGHTING FIXTURES. THE "SHOEBOX-STYLE" LIGHT FIXTURE ON THE POLE LIGHT MATCHES WHAT IS CURRENTLY PROVIDED WITHIN THE SURROUNDING DEVELOPMENT AREA. THE PHOTOMETRIC PLAN HAS ALSO MODELED THE PHASE 1 SITE PLAN ILLUMINATION LEVELS IN THE PARK AREA WHERE TWO POLE LIGHTS HAVE BEEN PROPOSED WITH PHASE 1. BASED ON A SURVEY OF THE DEVELOPMENT IN THE A, B AND C BLOCK, THERE ARE SEVERAL VARIETIES OF EXISTING WALL -MOUNTED FIXTURE, SO THE PROPOSED WALL -MOUNTED FIXTURE WAS SELECTED TO MATCH THE CHARACTER OF THE z PROPOSED BUILDING, WHICH IS CONSISTENT WITH THE T SURROUNDING DEVELOPMENT. EX ® EXISTING LIGHT LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 2. LIGHT LOSS FACTOR MUST BE ONE(1) AT TIME OF INSTALLATION. 3. PLEASE NOTE THAT THE BOLLARD LIGHTS ON THE DECK ("A" SERIES) EMIT LESS THAN 3,000 LUMENS AND THEREFORE ARE NOT REQUIRED TO BE FULL CUTOFF FIXTURES. i LETTER OF REVISION#1 3/9/00 0 20 40 60 SCALE: 1 "=20' Luminaire Schedule Symbol Label {quantity Manufactur Catalog Number Description Lamp Number Filename Lumens Per Light Loss Wattage er Lamps Lamp F'actar 1 NLS Lighting VSS-2-T4-80L-1- Arm Mounted luminaire with LED 1 VSS-2-T4- 29950 1 263 OB LLC 40K-UNV T4 Optics 8OL-1- 40K.I ES 2 EATON - GSM--250-MP-XX- MEDIUM ARCHITECTURAL 250 WATT PULSE- 1 GSM-XX-250- 22000 1 283 McGFtAW- -5S-FG AREA LUMINAIRE - TYPE V START CLEAR ED-28 -MP-XX-5S- X EDISON DISTRIBUTION HORIZONTAL BURN FGAES (FORMER COOPER �I LIGHTING) 12 Scott Lamp S9366-1_16-35K-BA Rectangular silver metal 60 White LEDs 1 12262516- 1041 1 14.564 Co Inc housing with white plastic 12262516.04 lens ies 8 NLS Lighting LIR-X-SYM-XX-22- Lira Light Column LED 2948 Lumens 1 LIR-X-SYM- 2951 1 22 40K XX-22- 40K.ies Luminaire Locations Orientation 1i i /1 i li • � 1 li Ili 1 ' i itf li _I i i I � 'DRILL HULL UND R AND Photometric Summary f Description Symbol Avg I Max Min Max/Min Avg/Min Stonefield Block D2-Phase 0.7 fe 8.2 fc 0.0 fc N/A N/A 2 Parking Deck +r 0.3 fc 1.3 fc 0.0 fc N/A N/A Sur'ace iLuminaire Locations - Bollard Lights on Deck i Orientation ©� / /11 1i1 lil if1 of i l REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 asSC L ENGINEERING owner: OP2 BERNSTEIN/CHRISTOPHER 2, LLC '? engineer: 30 SCALE, LLC 871JUSTIN DRIVE fi PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com I web: www.30scale.com • Lice. No. 33028 Q 03/09/2020 sheet title: I :f LIGHTING L ' fi s a u fi sheet # 1 @ 2020 - 30 SCALE, LLC t3 rem 50.E [1524ii MI .i "mu al PTL CAP SCREV4S E i� �rr-i1'ft)� �6 lltncrl� �I SECT10N `�flp[-yyfF2lOqU H II HpT gOPEl, ING TREE GRATE F 4VES BOLTED ` O(UTHER -/ 0) 1/2-13 X 3 STl4LS. GTL IBEX, W)LT AND HEX. NUT wl WASHMS, e�p 3/*" [1'9rr M] T` P. �. S dfrlYP. 21" (533mrnj I9 0 (D E e n rnm.1-7 (I) WARD LUGS J PER 180' SECTION (2) BOLT SLOTS �i PER 180' SECTION P, 0 RER $742 250:0N iG- 1 PG-S 8 X III,- W2.1: SLOPES VARIABLE WADED WIRE P AS SHOWN 9N WHERE REOLVIE T MAL SECTION SLOPES AS SHOWN ` ON PL+I EP HOLES- a 3" DIA.12 8' C=C . H i � 1•� ' "Fi A� iv.i TRIG Pl ADIMENSIONS AFt a �Jiki l E. C3LI� � E r�TE� � E C I � C�tl�`f�I•tEtdT �iO_ 2) �RrtTE 874200CI5, (2) t-T> i:IPtNING GRA'fE 4M5-0 MtATERiAL, CAST GARAY IRON ASTM A-45, ASS 350 RNISH; N9T 'FAINTED MIGHT- 422#/SET r ISO SCALE TITLE;. �.� � VaIE 7 i,s11 TREE GRATE DETAIL USE NEENAH FOUNDRY TREE CRATE R-874.2-A1 OR APPROVED EQUAL 2016 ROAD & BRiDGE STANDARDS INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED, ON TPBLE i L.GLASS A.3 CONCRETE HALF-SECTIDN NON-REWDRCED. HALF-SEC71CH W. W. F. REWORCEMENT SECTION A -A CONCRETE TO BE CLASS A3 EXPANSION jotar p(sWELS SPACING 9O' MAXIMUM , A DIRECTION OF FLOW 1 9" I I .­87421 A`I ZEE GRATE aw% LT. OPENING ZVJ�F-8742 2016 ROAD & BRIDGE STANDARDS 8} BARS A TO BE EQUALLY SPACE4. FOR NO. OF (9Ai1S SEE TABLE BELOW_ -2 EMS A AND C r r�iii�i��i�il�rl 11• I� _. :�.'...... _ rnr .` mn 1 z a� ONE BAR B T4 8E A PLACED UNDER EACH STEP AND IWO UNDER LANDING AS SHOWN. V1 - 1.00R CU. FT. V1 V2 - 9.5133 CU. FT- I 9 V3 - 0.780 CU. FT. a i%" -4. _ V4 - 0:79a CU. FT. ' i2" FROM PICTORIAL. VIEW IT 1S SEEN TMTa BAR A NO. 4 w4 : ELEY.PRUP05E4 V - w 2 W {N-1Y 'Y WN t)� Il BARS B NO. 4 i` a OR EXIST. SIDEWALK 3 3.. _4 ., .. ,..... OR SHOULDER, 27 us SUBSTITUTING VALUES OF ELEMEHT€IRY VOLUMES; V - i.00D W41.168{N-1}eD,7SO{WII11)+t4. 27 SECTION 0 A u INDICATES TOTAL V0_UME OF STEPS IN CUBIC YARDS. V1 . V V3 t+ Y�{� -INDICATE ELEMENTARY VOLUMES ❑ IN C€AfdPUTNG. V. W -INDICATES CLEAR WIDTH OF STEPS, IN FEET, BETWEEN SLDEWA.LS. s .1 NOTES N = INMATES NUMBER OF STEPS IN INSTALLATION EXCLUSIVE u.5 -'-• ,''. ; ';',. DEPTH tD) AND WIDTH (W) TO BE AS SHOWN UN PLANS. U I2 OF LANMQ. - A .�.' : WEEP HOLES ;ORE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO O GREATER' THDN 4' AND D IS EQUAL TO OR GREATER THAN 2'. 41 - INDICATES LENGTH 4F BARS A, tIV fF9CNi�5, Li - 13.4iS 4 + 8" L2 - iN6#CATIES LEN+;TH OF BARS B 6I �1CI�S L2 - 12vt + s" SQUARE YARDS PER LiN. FT. OF PAVED CHANNEL Cow', THICK- WSS 0 W #, 1 2, 1 31 1 4. 1 5. 1 6' 1 7, 1 8` 1 14 SIDE SLOPES I' Q. .536 0.648 0,759 - 0,870 . 0,981 1.092 L203 L314 t425: 1,- :0.051 0.%2 -L073 1.184, 'L295 1.406 1.517 1. 29 t740 4" 3' 4`, St 1.05 '068 1.682 1.185 1.:479 1394 1.2778 1.590 1.905 1.387 1-702 2-010 1.4918 1.B23 .2.127 1.609 1.924 E23D 1.721 2,035 1349 1.832 2.146' 7-460 1.943 2.054 2.257--2.35B: 2.571 2.082 8' 1.997 2 908 2.219 2.330 2.441 2.552 24663 .2.774 2.aB6 2.987- ,.; 7' 23,11 2A22 2.3-35 2.644 2.755 2-8¢B 2 837 1,089 3.200 3.311: 1 2.025 233G 2:d48 2.959 3.070 OAS] 3:2.92 .3.403 .3.814 3,825. +3' 2.940 3�4 ,1405 3.606 3317 3.028 3934 IV 3,254 3,365 3476 , 3,8 38 MOB 1 3.92D 1 4.032 4A43 .4.254 1.51 SIDE SLOPES 8 ? 0,623 0,7.34 0.845' 456 1,96-7 9.17B 1.290 1.46i 16t2 1.023 1.135 1446 1.357 1.468 1579 1.690 1,601 t912- 4- &` _um i.714. 1.424 1:825 1.535 1.938 1.845 23 1.757 2.158 1869 2.269 L900 ry-386 2.491 2:499 2.202 2.BrT2 2.313 2.7 44.: - $` - 2,114 2,225 2,336 2.448-: 2,559 2.67D. 2:781 2:892 3,00.3:- 3.1111, 5`. 2.515 .2.025 2.737 2.348 2.959. 3.D70 3.181 3.293 3.404 3.515 6. 7` 2.915 3.027 3136 3,249 3.380 3.471 3,582 1 3.693 3M4 3.915 8F 3.315 3.427 3.538 3,549 3.760 3.472 3.983 4.094 4.295 4.316, 9 3,717 3.828 3, :IS 4-050 4.151 4.2f2 4:383 i.494 4.60f3 4.717 0° 4.117 4.22a 4;340 4,451 4,552 ' 4.B73 4:784 4.B95 5.001 6.117 T 2° . 8 0.719 1:216 2=i 0.830 1.322 SDE S.VPES 0.941 L438 9.6ff 1.164 L549 1660 1.275 1.772 1.3D6 1883 1.497 t994 1.608 2,106 4„ 3' 1.713 1,824 1,935 2`:0 8' 2.157 2':268• 2,390 2 491 2.602 4 M99 2.tI 21: .: i3?9 2 . 3 � 4 2 2.5*3r 2.054 2.765 2.070 2.N8 MOO 5' 2.59B 2.707 2.016 2.929 3-t54R 3,151 3.262 3:373 3.485 : 3:595 6' 3.O'93 3.204 3.318 3.428 d 3,7 3,1} @ 3 5 .7 D 3.8711 3.981 4.693 8„ 7` 3.5589 3�701 '3.BI2 3-823 -. 4.fY34 4.145 4.256 4.367 4.478 :4.589 S° 4,9B6 4:167 4.309 4.42© - 4.5.3i 4.642 4.753 4.B64- 4.975 5.086 $ 4.$63 4.G94 4.50 4.997 °a.428 5.139 525D 5.361 5.472. 5.583 19' 5,06Q .5.19# 5,342 5.413 5,525 :5.638 5.74.7 5.B58 5.989 8.080 NUMBER OF EMS A 14-1-5 I N-S 1 N-7 N-8 N-9 I N-10 N-T! I N-12 N-13-25 W -.Y W, 4' ;,V 4 4 5 5 6 9 7 7.- _ B 5 8 1 fi 7 1 7 8 7 9 8' s S i6 9 11 14 12 W 3:8'. IF - WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH.1Ve' MESH S)R GALVANIZED STEEL O %&TER D.Q3 INCH, NUMBER 4 MESH. HARDWARE CLOTH ANCHORED FIRMLY TQ THE BOTTDM OF THE, CHANNEL. = INDICATES LENGTH OF BARS B, IN INCH€a. 41 t + IV L3 • 13: HANDRAL )S T4 BE,1:?_RHIOVIDED FOR STEPS HTHREE OR WRE RISERS. AND WILL MEET THE FOLLOWING C ITiO 1: [� CURTAIN WALL TO BE LOCATED A L6NOIIG 15 TO BE PROVIDED WHERE12 OR MORE STEPS ARE REQUtnD. 1.ON STEPS LESS THAN 44 INCHES WIDE HAVING BOTH SIDES EgCLOSED AT LINT ONE HMDRAIL, r IN *4 X 18" ROWELS: AT THE BEGINING AND END OF ALL MINIMUM SIZE OF LANDING T4 BE W 1,11 FOOT X 4 FEET. PREFERABLY ON THE RIGHT SIDE OESCENDINO, SMOOTH RAIRS III 121, a-C LOCATED CHANNELS AND ID14 THE LOWER, END OF EACH EXPANSION ,pONT. 2.ON STEPS LESS THAN 44 INCHES WIDE'HAVING ONE SLUE OPEN. ONE HANDRAIL ON EACH SIDE. T ALL J TS A. L O&N IS ITEM MAY E. PRECAST OR CAST WI P'A 'E THIS 1T Y � R AS'I- T L?� ..: T `ff3 CAST IN P E 400t1 Pal 1F Frf1EGA:>T OiIE H R.�Et: ON EACH SIDE: SIDES OPEN ANID 3; ON 'STEPS LESS THAN 4d INCHES WIDE LOTH 6 C9[d4YtETE O 6E CLA.>S i-AC ; FOR OTHER WIDTHS THE APPROXIMATE, ` FA0146 .Or BARS A 4, ON STFPS'MCR£ THAN 44 INCHES WIDE BUT LESS . -THAN as ArA,iE5, WIDE, ONE N(ANDRAiL ON ELEVATION IN INCHES WILL HE EQUAL TO 801N WITH A KNiMIAU SPACING OF 8". EACH SIDE; REINFORCING BARS TO BE VSED IN INSTA9ATiONS 4F 6 OR MORE STEPS, 5.00 STEPS BB OR MORE WKS WIEIE,ONE HANDRAL ON EACH SIDE, AND ORE INTER) IATE,HAN€1RAIL FOR TABULATION OF CONCRETE AND STEEL QUANTITIES SEE SHEET 2. LOCATED APPROXIMATELY MDWAY OF THE WIDTH. vT. SPECIFICATION SPECIFICATION�`r ROAD AND BRIDGE STANDARDS ST► ND D PAVED DITCHES REFERENCE REFERENt STANDARD CONCRETE STEPS FOR :1 SLOPE - ROAD Atti7 !3N'tlDCE sTANQ1irNOs EF7 1 OF 1 REVISION DATE 1O5 KVISION DATE SHEET 1 OF 2: V#ROINPTA DEPARTMENT OFTRANSPORTATION 502 504 104x4 YIRGINiA DEPARTMENT OF TRANSPORTATION 8Oi,93 T STD. ®S T Tr -2 (STEPS DETPAIL) NOTE: TO BE USED FOR BICYCLE RAMP CONSTRUCTION HANDRAIL - VDOT STD. HR-1 (SEE DETAIL SHEET 21) PROVIDE EXPANSION JOINT AT HANDRAIL - VDOT STD. HR-1 (SEE DETAIL SHEET 21) STEP/BIKE RAMP CONNECTION _\ a • A BIKE RAMP - MOD. VDOT PG-5 TO CONNECT TO a ® � � �. 611 A CONCRETE STEPS -PROVIDE DOWELS @ 8' O.C. 4 et' Q 1 .®- 'y., •. a 4 i ® : v • .VDOT STD•: S-Z•`S1%IF�S . ®' I m `q QG'+ e.•�.' 51 4 611 I l PROVIDE CURTAIN WALL AT TOP AND BOTTOM OF RAMP AND ON LOWER END OF EACH EXPANSION JOINT I I NOTE: PROVIDE HANDRAIL ON II I I LEFT SIDE OF STAIRS AND AT �� t I I RIGHT EDGE OF BIKE RAMP II ------------------------------------------- I I I I I I M AL AH th 0" tlfhil. METER 3 a {7 ",I � kfirTV.)H i��la F:`ti tlk9 VEfY1i[�.-� �"ri'4r,Q�i�sTif%'� X , 0 h'G+�s1WMTtY'.+rti`�,€ cj ��t EXiEN4F1F*�1��afi+rEstY 8rtiplX.�tni8et.+c-�ai�*.t+T rl` .,•' 3i>rP�t(fS� , iN.iV fcii tlyflj . 1 - dLLdr1 rstr,.{ .+etfn rrr��. f?66'it'. UMT { _+ s 7. r1,r€aitN.Erk�,�^ NOT FOR ONSTRUCTION ' - LE ai,t+v i1iF A. -i � p r'Fr10 ii�liQF�;-':=P�i.•srii'rP�r%3#) UNG111`44ft :PER SY X444 6Ih11`JtrE9 C%iF.�C1E `S ' LIONI PItR91&NTEDTODA LIO YI' i1 iaY 47xewrt}'fr„ wN�..., e�'serlxfli �s t ti3i+ai IP,e�i) tQoslgliptl By: T`c#be: _ fJaz TYPICAL REINFORCED WALL. SECTION hatk-ad $g; The PuTputa r1It115 dra^f+iq 1s iPff pailmirawy o9sipr,4lly. Projed NWL fxtL,. tsA 1A1sd �t� to t1{ch --- 6+1t3t T13f# s,.��XatiU 6$ a41fFu1V3 a}{11t9in€f N17tti ti&+.�xsN*s tt[Ef, a,€,yTtisitiriy'af rI t,�t47f 'TN,u_: NOT T€1 A IM RETAINING 1 WALL DETAIL 1 ! RETAINING 1, WALLS "Au", , u' AND D11D11 IP RETAINING WALL DETAILS ON THIS SHEET ARE SHOWN FOR SITE PLAN APPROVAL INFORMATION ONLY. SEPARATE BUILDING PERMIT AND STAMPED STRUCTURAL REQUIREDENGINEERING DESIGN IS FOR CONSTRUCTION OF WALLS s AND r ,- .. ;- 03w L Y avllrw:treuthdrarmsllpply.eorti Seri" R-4990•-CX Neenah R-4990-CX Unbolted Cut Sleet 12" Wide Unbolted 121, Wide NEENAH Lflabolted Heavy Duty Trench Drain gates and frames ProdU'tt1 1: 111 Pv Alaterials: AH frames and grates/lids are furnished standard in gray iron, ateeting AS M-_A_481Cims 35-B for heavy-duty use"Ju Type A and P gritted the slots are p rptndictllar to the trench run. In Type C and Q grates the slots are parallel with the Irtacit rust, Neenall recommends project designers avoid the use of light duty trench installations because it iS likely that ap- plicatiuns will be subjected to heavy delivery vehicle traffic at some tinw..Nurthermore,,the use or site could be changed €o Heavy ditty use patterns at sonie unanticipated future date. LW- C cwnu fi, Cuci c,S i ff l`ih Y144d) r mdll StI Iy - 5621 ltg1 y, Las"+l- NvffuiL, V'3f&h 235()k Pllww kI-11-903.72s(+ - t;3x, III 7-2113i.J54 - A11.Mghis Kvwrt rj TRENCH DFRAIN GRATE r. R-4990-CX(12"-WIDE - •R EQUIVALENT RETAINING -- PERMIT PERMITTING SUMMARY 1. RETAINING WALLS "A"l "B".. "C" AND 11D11 REQUIRE A SEPARATE BUILDING r r r r y y l r DESIGN . r WALLS EXCEED 1 FEET IN HEIGHT. 2. ANY RETAINING WALL WITH A HEIGHT OF LESS THAN 3'DOES NOT REQUIRE A BUILDING PERMIT OR y STAMPED STRUCTURAL ENGINEERING DESIGN. 2. ANY RETAINING Wt k HEIGHT GREATER THAN 1' EQUALBUT LESS THAN 4' DOES REQUI RES A BUI LDING PERM IT BUT DOES NOT REQUI RE A STAMPED STRUCTURAL ENGI -:-t ►t _ERING DESIGN. LETTER FREVISION III 319/2020 REVISIONS # DESCRIPTION DATE 1 COUNTY COMMENTS 7/8/2019 2 ACSA COMMENTS 8/28/2019 3 ACSA COMMENTS 9/30/2019 4 SIGNATURE SUBMISSION 2/27/2020 LALE ENG IN E ERIN6 owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com v � ! j fi k z � J i r l � LU r a ¢ E LLJ i k v F } zZil 1 W fgp a Sf i dry I F CL LU lz s 0ilal � i s LOL LLJ H qq 1 cc ti :s t/) f� J ?# < l _0 LU 3 x � g Q A 6L1 0 :. a � 1.. F. N S Lie. No. 3.3028 o� 03/09/2020 �ONAL sheet title: COINSTRUCTION " ETA A <k sheet ## 0 2020 - 30 SCALE, LLC 17 20 21 fill 10 -- ---------- --- M rf-Ro,,D) j-� 1. Q7 85 J 86 84 ?s 83 01C 87 zZZ-1. CO 8-2 6 79 76 77 78 80 75 89 7 5I 1 J 4 _--EXISTING LANDSCAPED MEDIAN TO BE REPLACED WITH MOUNTABLE PAVERS- _____. SEE DETAIL SHEET 21 3 65 64 68 63 69 67 66 62 2 72 70 73 71 74 ............ L.JIME . . . . . . . . T ---, 17— y. INGLEWOOD DRIVE (PRIVA TE ROAD) INGLEWOOD DRIVE (PRWATEROAD) 'BOND STREET' Ij ...... ... . 'IATEROAD) ----- .......... ....... . .. ... . ...... . .............. TRUCK PATHING PLAN #1 20 21 41.46"MIN R (OUTER WHEEL) `43.48'MIN R (OUTER BODY) 28.26"MIN R (INNER WHEEL) lotes: i me: urn(s) based upon a design speed of 5.00mph. SU-30 - Single I llnit-rmrk IJI 1111:1191 rim] i! 101111 110ilml 111 All 11 30.0' SU-30 - SINGLE UNIT TRUCK OVERALL LENGTH OVERALL WIDTH OVERALL BODY HEIGHT MIN BODY GROUND CLEARANCE TRACK WIDTH LOCK -TO -LOCK TIME 4-1101.10,10' 0 30 60 90 SCALE: 1"=30' m EDO SCALE 411134412 owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC 1111' engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p :434.242.2866 e: mike@30scale.com a web: www.30scale.com z l4 fi r maw... LLI Liam ,X LU, r44 L4 o m z lu lxv CL LU ua L4j V) 0 �/70 M-0�1111-m- // Lie. No. 33028 <1 03/09/2020 cZ %J V-Izz"ve, 'I'ONAL III sheet title: TRUCK PATHING PLAN sheet # scale: 111=30' date: 3/4/2019