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HomeMy WebLinkAboutSUB201300096 Plan - Approved Road Plan and Comps. 2014-06-11REVISIONS Sept. 27, 2013 (Comm6ts) Jan. 20, 2014 (Comiments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) s �w V zco<�*o d C W h v 1 � W N = U3 O W z 0 O� D 0 W x 0 0 W m Q. a'` C� 0 V Q ccW Z �@ Li- Q. MEEq Auuw V ummuggm W00 LANE N �� Oa 1111111 1111111 m 1111111 11111111111A 111111 J BROOKLEY I G DRIVE CE E ZU L0 �0) ASHLA AV NU W O� 1 rc �> O Oo LL U. W �� DRi ul a Ui OAD CONSTRUCTION LAN v G01� OLD TRAIL CO W �uj o f� a ZVIL 0 a � o vo BLOCK 3A EXISTING DEVELOPMENT AREA PHASE 'A' MARCH MOUNTAIN PROPERTIES LLC. TMP: 055E -01-000A1, IN PART LANE GENERAL NOTES: GAP 1.1 5 A r BL O K 3D S CR IGNT. A . BEIGHTS PROPERTIES Il, LLC OWNERS. MARCH MOUNTAIN PROPERTIES CONTACT. DAVE BROCKMAN D.B. 2233,PG. 389 OLD TRAIL VILLAGE pp G TMP: 055E-01-00OA1, IN PART CELL: (702)—L985V7LLAGE.COM —9088 P DAVE@OLDIRAI PF � tiP OWNER/DEVELOPER: MARCH MOUNTAIN PROPERTIES I LLC(BLOCK 1) 6 PR SHEET I N D ESC P.O. BOX 370 CROZET VA, 22932-0370 �P ��� , GRP55 SHEET 1 ---------- COVER SHEET PLAN PREPARER. ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD cyto �p BLOCK 3C SHEET 2 ---------- EXISTING CONDITIONS CHARLOTTESVILLE, VA. 22902 TAX MAP PARCEL No: 055EO-01-00-000EO - EX. PHASE B, PROPOSED PHASE C - 1.120 ACRES REMAINING �� 1.213 Acres SHEET 3 ---------- SITE & UTILITY PLAN/PROFILE 055E0-01-00-00000 -REMAINING BLOCK 1 - 4.,42 ACRES�� 834 055EO-01-00-000EO - 1.213 AC. OR 52 SF.(ORIGINAL PARCEL) TO BE MODIFIED) JA-ZAN LLC Q SHEET 4 ---------- DRAINAGE AREAS (EXISTING PARCEL LINE �� Q JO�J ZONING. NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE ia;�ITH PROFFERS 14, 2005 `�' Q P` f�-� SHEET 5 ---------- TYPICAL SECTION, NOTES &DETAILS OF ZMA-04-024 APPROVED ON SEPTEMBER �,0„ EXISTING USES PUBLIC RIGHT OF WAY DEDICATION �r SHEET 6 ---------- TRAFFIC GENERATION & TRAFFIC CONTROL PLAN FOR ADJACENT MIXED USE BLOCKS BLOCK SHEET 7 ---------- STORM SEWER COMPUTATIONS PROP. USE / DENSITY.• EXISTING 54' PUBLIC RIGHT OF WAY AREA 1N RIGHT OF WAY 0.31 ACRES z MARCH MOUNTAIN PROPERTIES LLC. TMP: 055E-01-00OA1, IN PART SHEET 8 ---------- LANDSCAPING PLAN BUILDING HEIGHT: NOT TO EXCEED 4 STORIES FILE COPY DRAINAGE DISTRICT. LICKINGHOLE CREEK WATERSHED: S. RIVANNA RESERVOIR z'hi COPY 9f th0i9PPfoved plan is TOPOGRAPHY. EXISTING BLOCK 3 TOPO AUGMENTED WITH RDA ASBUILT SURVEY. rd fothe official tiff Alb r ' la ��fFr��:r' UTILITY ASBUILTS FROM COLLINS ENGINEERING PLANS DATED FEB. 28, 2011. BLOCK 1 TOPOGRAPHY TAKEN FORM J. BELL AERIAL SURVEY & COMPLIED FIELD f���pVe i�D M ther�� , fi►�, ASBUILT INFORMATION. FIELD VERIFIED BY SITE INSPECTION ON SEPT. 3, 2013. OLD TRAIL VI LLAG E EXISTING CONDITIONS: THE EXISTING UTILITIES AND INFRASTRUCTURE VARIES SIGNIFICANTLY FROM THE APPROVED PLAN. REFER TO EXIST. COND17IONS PLANS FOR PHYSICAL LOCA17ONS OF UTILITIES, SERVICE LATERALS, INVERTS, EXIS71NG GRADES & STRUCTURES DATUM: VER71CAL - NAVD 88, HORIZONTAL - NAD 83 1 = 100' yT H of ONSTREET PARKING PARKING SHALL BE PERMITTED ALONG THE RESIDENTIAL POR77ON OF BROOKLEY DRIVE. SEE TYPICAL SECTIONS &ristop CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. er Mulli, 0 Lie. No. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD PURPOSE OF THE SITE PLAN o3�s�2 4!v ��sSIONAL INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. � G1 EFFEC77VE DATE. FEBRUARY 4, 2005. THE PURPOSE OF THIS PLAN 1S TO CONSTRUCT ASHLAR AVENUE W11NIN THE EXISTING 54' R/W. PUBLIC PUBLIC UTIL177ES ARE PROPOSED WITH THE ACCOMPANYING A PORTION OF THE R.O.W. SHALL BE VACATED TO PROVIDE 39' OF R.O.W., LOCATED 1' BEHIND THE BACK OF CURB. UTLITIES. SITE PLAN. SEE ROAD AND UITLITY PROFILES. STORM WATER SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B- FINAL SITE PLAN & THE EXISTING PUBLIC RIGHT OF WAY PROVIDES DDITIONAL ACCESS TO BLOCKS 1 & 3 VIA THE PREVIOUSLY ESTABLISHED ENTRANCE LOCATIONS �PRELIMINARY PLAN). WROVM MANAGEMENT WPO -2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN". ASHLAR AVENUE AVERAGE DAILY TRAFFIC IS AN77CIPATED TO REMAIN UNDER 2,000 VEHICLES. COmmu Delldaumnt DepadtnerA EROSION CONTROL SEE APPROVED SDP 2009-093 "OLD IRATE BLOCK 3B- FINAL SITE PLAN" FOR k MEASURES. EROSION CONTROL MEASURES AND DETAILS THE EXIS71NG ACCESS EASEMENTS AND SHARED PARKING AGREEMENTS MUST BE REVISED File TO CONFORM WITH THE EXISTING ENTRANCES, PROPOSED ENTRANCES AND R.O.W. CONFIGUARAT70N. LANDSCAPING: STREET TREES ARE TO BE PROVIDED PER COUNTY DEVELOPMENT STANDARDS APPROVALS SEE LANDSCAPE PLAN, SPECIFICA77ONS AND DETAILS. ATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLAINNING C ZONNING ENGINEERING INSPECTIONS ARC',HITECTUAL REVIEW BOARD FIRE RIESCUE ALBENAARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION BLOCK 1&3C/BLOCKI &3C/BLOCK3C BASE.DWG ,1 .i REVISIONS Sept. 27, 2013 (Comm6ts) Jan. 20, 2014 (Comiments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) s �w V zco<�*o d C W h v 1 � W N = U3 O W z 0 O� Nm d 0 W x 0 0 W m Q. a'` C� 0 V Q ccW Z �@ Li- Q. W Oa �: W o (/� J O N ZU L0 �0) W O� N 04 rc �> O Oo LL U. W �� ul a Ui Qh 5i d �1 v CO W �uj o f� a REVISIONS Sept. 27, 2013 (Comm6ts) Jan. 20, 2014 (Comiments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) FILE NUMBER 8053 SWEET I cf8 �w V d C W J z 0 L C{ �r :V Lu W 0 W x 0 0 W m V FILE NUMBER 8053 SWEET I cf8 REVISIONS REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) DATE July 1, 2013 Scale 1"=30' r� V Z0 w 0 Q J C 1tJ = 0_ W Z ®(0 {� N Q Q 0 Lu -j � r 0< z W m d J ® Cc Lu 0 (� I x U- Li {� corr Vq 1W J� �� LoU35 LuW rz N rz fro VJZ w �0 LL _! Lu 0 U N ju�� V j. O cc cc i- Zo It co O Z W 0 0 - REVISIONS REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) DATE July 1, 2013 Scale 1"=30' PILE NUMBER 8053 SHEET 2 of 8 r� V z 4� 0 Q J C Z JQ 0 Z z o _ LU CU Lu -j � r 0< z W m d J x 0 w I PILE NUMBER 8053 SHEET 2 of 8 r 71 7( 36" M COVE 6! 12" MIN EPARATI C7 SCALE 1" = 5' VERTICAL 5 2.5 0 SCALE IN FEET SCALE 1" = 50' HORIZONTAL 50 25 0 50 100 SCALE IN FEET �tiTx of Christopher C. Mulligan Lic. No. � 031672 �v� �o��`SSI ONAL STORM SEWER PROFILE #14 -EXIST. 114 114 1 11 STORM PROFILE STR#23-STR#21 2-12 W 2-12B21 Exist. 745 70( .•s.I ALL INFORMATION SHOWN OUTSIDE THE DISTURBANCE AREA WAS DESIGNED USING APPROVED COLLINS ENGINEERING PLANS FOR BLOCK 1 & BLOCK 3; WATER QUALITY, THE EXISTING STORM SEWER & MS -19 WAS DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT 11 69C PBL INSTA TOIIN 685 O O '- p 'n jj a J II W J II v t0 11 11 rn to co (Comments) n 0 Q R Jan. 20, 2014 m o� We Q Cn O�No HPE II Feb. 11, 2014 OO �— 0 w o �w;0 V 1, 3: ^ I- I-'� March 5, 2014 0 U Ulu- Cn O Q. � i�N March 24, 2014 a W II ch V r W " to 34. LF of 18' 01 N W o Q � ? � I' J II 4::::, I �O L III RCP �t+rV� I rc COS. W T.RCP 15 at 1.09% Uri ON vl— j U. t-I�`— (nW� 696 ^Z O OUTFALL W 126 LF of 18" I C)U 12"WL M STR12 COO CL III RCP at 0.76% 0 d =688.68 • ' 690 MOVE EXIST.I1 b o 0 as CULVF:QL- CL III CP 55 at 2 2-11 685 6951 23 DI -3A• L=2.5' 695 50.' N TOP=693.9 150' LLJ r) w 04 W N U') W c _ Mo� =m 00 00 _ 00 a,00 M11 11 22 LF of 15„ SIG T DIST .`%� 680 690 CL III 690 o LO Nr- X0000 �r I� o 01)CD ? O O at 3.27% cT Coto 000 0 o II Z Z Z 16. ^n n (5 u u�- z z p 19. u >» >» >t00C CO z ZZZ ZZZ ZII II O+aO 0+50 1+0) 3 Spy i ALL INFORMATION SHOWN OUTSIDE THE DISTURBANCE AREA WAS DESIGNED USING APPROVED COLLINS ENGINEERING PLANS FOR BLOCK 1 & BLOCK 3; WATER QUALITY, THE EXISTING STORM SEWER & MS -19 WAS DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT 11 69C PBL INSTA TOIIN 685 WIGI k' rt 15 RCPLn BLOCK 2 SCALE 1" = 30' HORIZONTAL m , o I _ 1 30 15 0 30 610 z -- - - - Qp I SCALE IN FEET �..::. I! ( I is STORM PROFILE STR#4y6 rn "I, �� '- REVISIO�iS Sept. 27, 2013 'n jj a J II W J II v t0 11 11 w 'ni�v� U"i co (Comments) n 0 Q R Jan. 20, 2014 m o� We (Comments) O�No HPE J Feb. 11, 2014 ^N ♦ 0 3 (Units) �w;0 V 1, 3: ^ I- I-'� March 5, 2014 0 U Ulu- Cn g Q. � i�N March 24, 2014 a W II Q V r W " to U� J 01 N W o Q � ? � I' J II 4::::, I �O ` �t+rV� I rc COS. W T.RCP 15 P NW Uri ON vl— j U. t-I�`— (nW� a N ^Z O OUTFALL W C. W rn C)U M STR12 COO Z Uj 0 d =688.68 • �; L---T7—LFof1" WIGI k' rt 15 RCPLn BLOCK 2 SCALE 1" = 30' HORIZONTAL m , o I _ 1 30 15 0 30 610 z -- - - - Qp I SCALE IN FEET �..::. I! ( I is STORM PROFILE STR#4y6 rn "I, �� '- REVISIO�iS Sept. 27, 2013 'n jj a J II W J II v t0 11 11 y 'ni�v� U"i co (Comments) n -j Q R Jan. 20, 2014 m III, c W 1 ' J (Comments) 11 HPE J Feb. 11, 2014 ^N ♦ C1 .� 3 (Units) NNi ♦ 01 V 1, 3: ^ I- I-'� March 5, 2014 °� ca nst ♦�'J r (Spots, & Inverts) N Q i�N March 24, 2014 a II II II (Details/Comps) CONNECTS 8" W/L " to .� r� = Q 45 to .. p TO STR#16NDON p ® 0.50% WIGI k' rt 15 RCPLn BLOCK 2 SCALE 1" = 30' HORIZONTAL m , o I _ 1 30 15 0 30 610 z -- - - - Qp I SCALE IN FEET �..::. I! ( I is STORM PROFILE STR#4y6 !1^11 1^ii 11 Ashlar Avenue C/L ROAD PROFILE OFFSET -30.000 PROFILE OFFSET 30.000 PROFILE CIL X25 27 25 127 410) 705 676 ASHLAR AVENUE no PROFILE n 00 06 rn "I, �� '- W 'n jj a J II W J II v t0 11 11 ("f' N 'ni�v� U"i co q< CV � I'7 -j Q R u" 0 LO o W� III, c W 1 ' J pOjG� J 11 HPE J CSO J ^N ♦ C1 .� 3 -ItOCC NNi ♦ 01 V 1, 3: ^ I- I-'� °� ca nst ♦�'J r c:.i II N Q i�N I a II II II CONNECTS 8" W/L " to .� r� = Q 45 to .. p TO STR#16NDON p ® 0.50% I w I I II 4::::, I �O ` I t -n I Q N� N W T.RCP 15 P NW Uri ON vl— j o- t-I�`— (nW� a N ^Z OUTFALL j O C)U M STR12 COO cnw O =688.68 • �; L---T7—LFof1" b o 0 as a CL III CP 55 at 2 43% rn 50.' N 150' VC U') W c 00 00 M11 11 SIG T DIST NCE Go u ►- IUj v ? O O 3.5' cT I Z Z Z 16. =K !1^11 1^ii 11 Ashlar Avenue C/L ROAD PROFILE OFFSET -30.000 PROFILE OFFSET 30.000 PROFILE CIL X25 27 25 127 410) 705 676 ASHLAR AVENUE no PROFILE n 00 06 �� EX.♦12" WA W 'n jj �i n 00 Oc�i oo •� 'ni�v� U"i co gLo a "oo— J� u" 0 LO o W� III, c W 1 ' J pOjG� J 11 HPE J CSO J ^N ♦ C1 .� -ItOCC NNi ♦ 01 V 1, 3: ^ I- I-'� °� ca nst ♦�'J r c:.i II N Q i�N a II II II w • - II II " to .� r� = Q 45 to .. p II = +� 3 ® 0.50% I w I I II 4::::, I �O N N I t -n I Q N� N W W ccqw I P NW Uri ON vl— j o- t-I�`— (nW� a N ^Z j O C)U j COO cnw O O • �; b o 0 as a -1+00 as 55 rn 50.' VC 150' VC �' W c 212.2 SIG T DIST NCE 160.70 SIG T DISTANCE IUj v _ 3.5' cT I 16. =K 19. o F—FYI-R-nNr 5�, 3 Spy 3.5 OB CT V 1 >k `L HE T c PAVEME T +MT 3.5 NE AlTCH — _ -CREST CREST E 8" D.I. EV.695.31 w SEE OLD AIL DRIVE 1 — -- ROAD NS BY CO NEC S � MILL PVMT. TiMMONS, DATED 04-19-04 1. W STR 8 C� _ ®REPLAICE y — EX. C&G 1 26 CD -1 CD -1 n U ABANDON. ABAND,QN EXIST. EX. OUTFALL EDIRECTROUTF LL I�Q cn TO STORM STR 2 CO NIECT 25 LF of 15" .-` cn wLO o J 142 LF of 1 W STR#2 C) Q � CL III RCP at 0.98% o Uj:.. C:)_ > o ± oo 0 i ^ !�. cfl co ori ori k`-' Q ,r; 00 co CL IN RCP ,. 55 5 � z II coo I► O p o at 0.74% °�° a o CL RCP O O II zo I— II 11 zz • C IhH F II zo ►— � o at 1 0% > » 32 LF of 15" CL III RC d w � at 1.24% � Tu Co tto CD coo Cj - O M N M � CD co X L1J X W cV cV X Q O) X rn rn W tG W cc co I wi 411 x CA Q7 W co t0 tri Ui X (M 01 W co-- CO II tri d' X v> W tD tC j< W j< W . 1 1�1 • 1 1 SCALE 1" = 5' VERTICAL 5 2.5 0 SCALE IN FEET �•�1 1 11 1 1 00111�1 MMIMMM�_�i 11 .1 11 1 11 SCALE 1" = 50' HORIZONTAL 50 25 0 50 100 SCALE IN FEET SANIT4RY SEWER PROFILE BLOCK 1, 3? LD TRAIL VILLAGE 700 OT 1-6 004 LO x ^ = M 0% CAD 100 .1c = u u II ♦I� $ a C 0 6951 �i I C MO ♦ + LANE E1 0 163.06 L.F OF 8" P.V.C. SANITARY SEWER .93% FINISHED G ADE %EXISTING C L GRADE 1 .1 OLD TRAIL-805.3\BLOCKS 1 &3\BLOCK 1 11 ■ DATE July1, 20113 Scale 11"=30' EX.♦12" WA W V W Z_ J rte (5 ir > J� u" 0 EX. 18" (i � CL 0 W J 11 HPE EX. 18" ! Z m HPDE V 686.85 688.68 95.00' 8" D. 1. SA ITARY SEWER ® 0.50% N N N Lr. CO 00 Uri t.. UU co II ^Z j j j — Z Z X w X wa -1+00 ••4+50 4+00 163.06 L.F OF 8" P.V.C. SANITARY SEWER .93% FINISHED G ADE %EXISTING C L GRADE 1 .1 OLD TRAIL-805.3\BLOCKS 1 &3\BLOCK 1 11 ■ DATE July1, 20113 Scale 11"=30' FILE NUMBER SHEET 3 of S W W V W Z_ J rte (5 ir > J� u" 0 z L CZ � CL 0 W J " JC W ! Z m z V FILE NUMBER SHEET 3 of S w / ry -< LO \� O 0 / c�zo�LLJ a 0 � z z� wo¢, ' g COQ.= XJF=(10 `)V) sTR 2 N Q i' DA=0.07 ACRES Q C=0.85 Tc=5 MIN 0 CC I (:... . ,\ OLD TRAIL-8053\13LOCKS 1 &3\BLOCK 183C\BLOCK3C-BASE DW ,A REVISIONS Sept. 27, 2013 (Comments 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details,/Comps) DATE July 1, 2018 0 w 0 CIOLq N Q i' Q q'' 0 CC 1J cc W j @) +' (� u- g CL � � Q (0 W Q Oq r W JZ �R, Lu 1 N Q r� co �X W O "t, U Z W u7 Z 9 W �� Q. W cc ti L a V W WO D. REVISIONS Sept. 27, 2013 (Comments 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details,/Comps) DATE July 1, 2018 FILE NUMBER SWEET 4 of S 0 CIOLq i' -------------------------------- FILE NUMBER SWEET 4 of S P6-7 - GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOP. ALL TYPES OF PIPE CULVERTS 'VcHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IPI THE STANDARD PCH TABLES UNLESS OTHERWISE NOTED ON THE PLANS - 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT To FINISHED GRADE. 3. IF - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM FEARING SOIL. CIRCULAR PIPE L D OUTSIDE DIAMETER OF PIPE. 2. d =INSIDE DIAMETER OFPIPE. 3. X- _ WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMTTY OF THE PIPE. Y, - 12 WHERE d IS LESS THAf4 31". 18" 'WHERE d S 36" AID) GREATER. 4. WHERE DIRECTEDBY'. THE EPIGINEER. REDOING MATERIAL MAY BE ELIMINATED FOR NORIdk EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS. III DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 5. REGULAR, BACE:FILL MATERIAL MAY BE USED III LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ETITRAriCE PIPE (EXCEPT PLASTIC PIPE. 30" MID LESS IH DIAMETER WITH HEIGHT' OF COVER 15'OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL HA', BE ELIMINATED FOR SHOULDER SLOT INLET (DI -13) OUTLET PIPES 1NSTALLAHONS.. ELLIPTICAL PIPE 1. 51 • OUTSIDE $PCN DIMENSION OF PIPE, C. S2 - INSIDE SPAH DIMENSION OF PIPE. 3. R - E RISE DIMENSION -OF PIPE. WIDTH M1. X WIDTH OF CLASS IBACI<FILL MATERIAL BEYOI'!D THE E'{TREbIIT'l OF THE PIPE. X 12" WHERE SZ IS LE55 THPi7 X - 18" YIHE RE SZ IS 30" AND GPEATEP. 5. WHERE DIRECTED BI THE ENGINEER, BEDDING MATERIAL MA', BE ELIMIHATED FOR NORMAL 'EARTH FOUNDATIONS UNDER' ROUTINE' ENTRANCE PIPE WHERE 52 I5 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL 'MATERIAL MA'( BE USED 'N LIEU OF CLASS I BACP'FILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE. WHERE S2 IS 38"' OR LESS PAID HEIGHT OF COVER 15' OR. LESS, PIPE ARCH 1. S - `YAM DIMENSION OF PIPE. 2. R = RISEDIMENSION OF PIPE. 3. B • SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLA55 I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". 18" WHERE ' S2 15 .,a'AND GREATER 5. WHERE DIRECTED Bl' THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER, ROUTINE HITRAtICE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS - 6 F C(FILL. MATERIAL FOR USE A EPI OF CLASS BA ' REGULAR BACI(FILL MATERIAL MAY B_ q J 4 S IS OP, ESS Af10 ALL FOUNDATION T'IPES FOR ROUTINE ENTRANCE PIPE WHERE 3 L h_I4 F ' HT OF COVER 15' OR LESS. SPEC IINCAf ON 11`ISTALLATION OF PIPE CULVERTS AkIQ STORM SEWERS REFERENIE NEW. 1F04 GEkIEP,AE 110TES 107.00 -- VIRGINIA DEPARTMENT OF TRANSPORTATION P11-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FNLL i. UNI -L e ,Ei. i* : AL.i,Y NDI4 ATEG, t;C}a/Cil.l+a WN ON DERDRAI�l WILL lNIOr HE •GROUND UNE H GROUND LINE H. _ GROUND LWIE H 2 RETI H } A_L CC FILLED WITH AGOREQAIE 949 1 # FQ0QlR Y H,010 T AMP O TO CG -6 INSURE. COMPACTNESS, 0.12" - D.12" r9N_1I-E'L& D✓12" EARTH !EARTH d d d 0/2 t� 4" D/2 D/2 BEDDING .a- 4" MATERIAL MATERIAL SMOOTH WALL PVC �1 b MIN. 1/10 0 ' f BEDDWG �D-•�•i X BEDD NG MIN- INTO D _ I MATER AL X D -'sl X D jTF � X MATERIIL 1 OF HR --�.T IX D X 1'F 7. ?-c.i_CONN FGOON tF"1 Eiz7 a4 z. Ye E- ?:"�)':tisTtiar; PAY 3MTS FOP,OJ:,CT PIPE ARE. TO MIN• B"' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAx 24 ROCK FOUNDATION OTHERWISE UWSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5. x D L. MIN. 1.5 x DSI MIN. 1.5 x D MIN. 1.5 x D. L W. 1.5 xWN. 1.5 x D ' ISE T TOP OLL F FI TOP OF FILL I TOP OFF F L rrr r /rNr � lir/! .r 0.12^ GROUND NNrr /iiNi r//ri rrrr rrr/ / /r -- // /rr// = lirNNrN/:r/ r NN / /N/ - /lrrr/iJr//N riiiirilrlilr -- D•12" /////l/i// /i/////N _ ! _ LWE D`12 -_ ! //LPN LINEUND d_GROUND d D/2/ - d - p12� -D/2- PL REARTN ROCK OR ! • Q� MIN. 1110 -"•'1 X 0 X 4MATERIAL MW. V10 DURI 1 SOL MW. 1/10 D T ASPHALT X D X BEDDING MATERIAL EARTH ^ PER MATERIAL 0 NORMAL EARTH FOUNDATION If of H I Ai1+'s"' ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR it U_ MAX, z+" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: ® SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. I e E CLASS BACKFILL MATERIAL L BE THE LIMITS OF THE R SHALL FOR PLASTIC PIPE H ACCORDANCE E TOP OF THE PIPE- CLASS I BACKFILL MATERIAL IN AC O 12" ABOVE TH EXTENDED T WITH SECTION 302 OF THE ROAD AND BRIDGE. SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AMO STORM SEWERS GENERAL. NOTES ON SHEET 107.00. fFs!!fd L�sIL,� WITH SECTION 302 OF THE ROADANDBRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECIFICATIONS. AGGREGATE SIZE' 25 AND 26 MAY BEUSED2i PLACE OF CLASS I BACKFILL. ® EMBANKMENT SHEET IGF 4 ' INSTALLATION OF PIPE CULVERTS AND STORM SEWERS d hi 11A 1 CIRCULAR PIPE BEDDING AD BACKFILL - METHOD 302 REV B/D7 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 117751 CE3'^i - } EW- 12 tiT <yS;,M I.,d:' r,r, CU PAY t„Wlf, , U, _ --«i" _ M PAVEMENT Ci_'h-ET PIBE -p ii `UFTiASa _- k: till .CIN COMBINATION UNDERDRAIN CD -1 AT PLOWER END OF CUTS � CENTER LINE SECTION T A'EL Lures `+5 f (WITH TYPE. 1 SELLi;T M.AfT FV --.IJ 45R ! TRENCH PLACEMENT Cf r}:: �s �A/ .i i±T ' � ..mom FAa^ LIAR r, FOR .,HOI� UER LIN Lc..y.{'d )s[ <. ti 45'" 1 MIEN aURi ACI, }Ti��_....,..a... a. CCE OT{' ZkL ELNrOFe rs� zs zs j tTY€'{t;A1) cr• .:r i3 J G+- s sa C3 - t----- f E- ORE C. rR,^�rWPaAw , < CY E1 C e,x • C? G C>' • Ct U O ' J R - 4 x7 ' Rya A06REGMB, RIS AGIRt T' TF CP trU HEO v +� GLS F1...ZTNO 4B, ORADANON REQUIR0,011-S' FLAB VIEW .. GEOTEXIILE rR AQP `AERIC (PLACEMENT OF CLD -1 COMBINATION UNDERURA1N) OR PA`Vb&N; Uig ACE & 0, t SUBBASE %z •• > "'S"-- --SPILL' I b1ATERIt TYPEiOR SICOGRADE .6, 15 c� .,,,.,., {C.k"P,9EN.{R LIME STAGILiZED, ' 1§57 Ar OE<'GY(r 48 AGOREOATF OR CRUSHER cFQl�Y, n.£. HkANE �G,L {-;<5 e:TTsa csuaAriv rEtLl .IsFr s- GENERAL NOTES VPD PAVEMENT WIDTH (A) 1. i. UNI -L e ,Ei. i* : AL.i,Y NDI4 ATEG, t;C}a/Cil.l+a WN ON DERDRAI�l WILL lNIOr HE SM -9.5 LOC; PEO A 1"}#5 PO#FA WHEN BOTH SUBBASE A.r'd?J . UBGR OE NFE ;1F.HEt-€z.E.IU. 21B 2 RETI H } A_L CC FILLED WITH AGOREQAIE 949 1 # FQ0QlR Y H,010 T AMP O TO CG -6 INSURE. COMPACTNESS, NON -PERFORATED OUTLET PIECE OVI E i PIPB ,lir BEG N AT Tt F Ftp. F OF ME TRAVEL L NE rV ME at 44; °.'- a -- l '>€-iA.LL 3( PLACED ON s,-L.f{Ae. PARALLEL TO THE 31a .i LL,E.i .,U64Pt`.. A ? <Itd r3 r 0 W l #3ADC n •, »m--, t.fV'#z:;fiING STftENQ HH . __.....-. 4. ;ON } UiR.8 d�a'0C; 3 FTE", `SET -I ONS, Stt. NH E $ 'A?PW . iIRLE TO 01THEFT`dd E PROVIOF -, r'. (PE V &TPF - - - LFI.#T E r r (CR L NL €?DR AN. Ali . HE I O'CA.I:,G SO RS 1T}O lARN ^7 INTO ;?rt(e I HEY ( 4" OR F�1ArN£� ES, �Q £ _ SMOOTH WALL PVC i,03 O'555 5. ON SiDPERELEvAl O ECTI")J TkfNr_H IS TO HE TjNGFR EP R. IPtt"VEMENT ^,WEA �,W<).77t{ 1'd,a'L"..'E -;sr.. 'Nil VV Lc 1 ?37 SIDE t1CIL`4 ?% ?..^i 3":>E T? C. Ntil X3°#'..., 10'-12' - - m 5. INVE R E'VAI:ON P GO FLP' ENJF Q0 TLN,T FE'i, TO Ba' A'�tS�Paik!;.it3, OF 1'-'E" MOVEitd`r'EPti 3" r �rA ION OF RECEIVING Car AINAT r" DITCH OR Muf F,*t ® 7. ?-c.i_CONN FGOON tF"1 Eiz7 a4 z. Ye E- ?:"�)':tisTtiar; PAY 3MTS FOP,OJ:,CT PIPE ARE. TO t*; WALL -ts At F'�.: }i:i-f L^ -IFIHF"S _ BE fir THE SAE CRVSlIjNG STRENI,Ok AS fHE DUR.Ef PPE KXX TESTED ACCOFz<).JNO TO ASTM 0-14€2 A` 52 OCFLECTION. - 8. C?c3TLE1" HEP£ r0 Hw .,ECtIftE_T C:ttPatTEC T[:,La TC L}Y-BIF'TR OTHER i#FtJdt'tAGt" 0 STRUCTURE, 3. 3PSFF.tF,{E (E.A J Z dC1EW^ANDARD UNDERDRAIN Wpg! E END F CINE) E Bfl.7T zOl 4. VARIABLE WIDTH PRIVATE ACCESS EASEMENT 20• PAVEMENT CROSS SLOPES VARY REFER TO PLAN FOR LOCATION OF CG-2,CG-6, ROLL-TOP & TRANSITIONS 01 J ir 04 LO CONCRETE WILL BE REQUIRED AT A RATE OF 0.30 GALLONS PER SQUARE (HEADERCURB, ROLLTOP1.5" < _ L' 0) SM -9.5 NO GUTTER) CURB 3 , ASPHALT ;f•: - - :F,'a';'r _F.-��'"`-:•':''.•�!;l1'•:-�i�.'-:1,,,«h�::'.r :fir..':=/.'i�'�'.�c';5:. .:. 3 8" 21A STONE BASE 10 1' 2' 9' ASPHALT FACE OF FACE OF CURB CURB TYPICAL REAR ALLEY SECTION ALLEY TO SERVE LOTS 14-20 - PRIVATE N.T.S. VDOT GENERAL NOTES VPD PAVEMENT WIDTH (A) 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SM -9.5 BM -25,0 21B SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF CG -6 1/4": 1' CL 3 TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. °.'- a -- STONE BASE r 0 W Ashlar Avenue 18. VDOT APPROVAL OF SITE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE 2. LAND USE PERMITS (CE -7) MUST BE OBTAINED FROM THE VIRGINIA 4" DATE OF THE INITIAL APPROVAL. VDOT APPROVAL OF SUBDIVISION PLANS COLLECTOR DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY ONSITE WILL EXPIRE THREE (3) YEARS FROM THE DATE OF THE INITIAL APPROVAL. 10'-12' CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY 3" 6" ® (INCLUDING ACCESS). 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF 0 ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). 3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO J Z CONTACT VDOT, IN WRITING, FOR SUB GRADE INSPECTION 48 HOURS PRIOR COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE 20• A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL 01 J ir 04 LO CONCRETE WILL BE REQUIRED AT A RATE OF 0.30 GALLONS PER SQUARE APPLICABLE FEDERAL, STATE, AND LOCAL AGENCIES. < _ L' 0) YARD REC-250 PRIME 0 M CAT PER VDOT STANDARDS AND SPECIFICATIONS. ( ) 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL 21, THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT 0 PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS J EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND it U_ PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. SECONDARY ROADS IN VIRGINIA. THE EET SIGN COMPLETED D WORKSHEET M E R H 22. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL `• DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION W FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED d hi (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN ,d CONTACT VDOT, IN WRITING, FOR INSPECTION OF THE AGGREGATE BASE z W GUIDE. 0 COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE CL COURSE(S). 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY 23. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED TO VDOT IN LINES, WATER LINES, ETC., PRIOR TO CONSTRUCTION. CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SUB GRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE SECONDARY ROADS IN VIRGINIA. CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS 24. A LICENSED GEOTECHNICAL ENGINEER SHALL ASCERTAIN CAUSE AND DIRECTED BY THE GEOTECHNICAL ENGINEER, BACK FILLED WITH CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. VDOT SPECIFICATIONS. 25. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. WITH VDOT I & I LD -94 (D) 121.13. 26° DRY GUTTER IN NOT ALLOWED IN VDOT RIGHT OF WAY. 9. ALL STORM SEWER PIPES SHALL BE REINFORCED TONGUE AND GROOVE 27° THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION UNDER AN ACCOUNT PIPE WITHIN THE RIGHT OF WAY SHALL BE A MINIMUM CL -III OR RECEIVABLE WITH VDOT. GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 28. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDER DRAINS TO BE DETERMINED AT TIME OF SUBGRADE INSPECTION. 10. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. SHOP DRAWINGS, 29. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF GEOTECHNICAL DATA AND SOIL BEARING CAPACITY, AND PLAN VIEW TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR SHALL BE SUBMITTED AS PACKAGE FOR VDOT REVIEW AND APPROVAL. ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 11. ALL CONCRETE SHALL BE CLASS A3 -AE (AIR ENTRAINED 3,000 PSI). 30. VDOT SHALL BE PROVIDED DOCUMENTATION BY A GEOTECHNICAL ENGINEER, 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN CERTIFYING THAT ALL IN-PLACE PAVEMENTS MEET OR EXCEED THE ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT APPROVED PAVEMENT DESIGNS THICKNESS PRIOR TO STATE ACCEPTANCE. ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: THE CERTIFYING DOCUMENTATION SHALL CONFORM TO VDOT SPECIFICATIONS -ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" AND THE APPROVED PLANS. DIAMETER X 20' LONG PIPE AND SHALL CONFORM TO 31. THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER IS REQUIRED ON PE -1 PRIVATE ENTRANCE STANDARDS UNLESS OTHER- ALL DENUDED AREAS THAT ARE NOT TO BE FINE GRADED FOR PERIODS WISE DIRECTED BY THE RESIDENT ENGINEER. NO LONGER THAN 30 DAYS. ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. 32. NO STRUCTURE SHA LL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF -VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED WAY UNLESS SAID STRUCTURES ARE SHOWN ON ROAD CONSTRUCTION IN CURB AND GUTTER NEIGHBORHOODS. PLANS APPROVED BY' VDOT OR COVERED BY A VDOT LAND USE PERMIT INSPECTIONS TO BE PERFORMED BY VDOT SHALL BE REQUESTED IN (OR BY A LETTER OF INTENT FROM THE RESIDENT ENGINEER TO ISSUE WRITING, 48 HOURS PRIOR TO ENTRANCE INSTALLATION. SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING 33• THE DEVELOPER IS RESPONSIBLE FOR CONTACTING THE CULPEPPER STOP SIGNS AT STREET INTERSECTIONS, AS WELL AS, ALL SIGNS ENGINEERING - - TRAFFIC ENGI N G SECTION AT 540 829 7500 FOR GUARDRAIL DEEMED PERTINENT TO THE PROPOSED DEVELOPMENT. THE LOCATION AND PLACEMENT REQUIREMENTS. CONTRACTOR SHALL CONTACT THE RICHMOND DISTRICT TRAFFIC ENGINEERING OFFICE AT 804-524-6000 TO ESTABLISH LOCATIONS FOR 34. A PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO UNDERTAKING ANY ANY SIGNAGE REQUIREMENTS AS DEEMED NECESSARY BY VDOT ROADWAY CONSTRUCTION ACTIVITIES. DEVELOPER OR DESIGNEE WILL INSPECTOR. INSTALLATION OF SAID SIGNS SHALL OCCUR AT NO CONTACT THE CULPEPPER RESIDENCY, IN WRITING, FIVE WORKING DAYS IN EXPENSE TO THE STATE AND PRIOR TO STATE ACCEPTANCE OF ADVANCE OF ANTICIPATED CONSTRUCTION START TO ESTABLISH DATE, TIME ROADWAY(S). AND LOCATION FOR PRECONSTRUCTION MEETING. THE PRIMARY FUNCTION OF THE CONSTRUCTION MEETING WILL BE TO IDENTIFY GEOTECHNICAL 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD PARAMETERS OF PROPOSED CONSTRUCTION ACTIVITIES. CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF 35. EXISTING PAVEMENT IMARKINGS WITHIN STATE RIGHT OF WAY ARE TO BE EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR ERADICATED (ALL ERADICATION SCARS SHALL BE OVERLAID WITH SURFACE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR MUX OR SLURRY SEAL #4). ALL NEW STRIPING REQUIRES THE USE OF REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. THERMOPLASTIC PAVEMENT MARKINGS. CONTACT DISTRICT TRAFFIC 80 - ENGINEERING OFFICE AT ( 4) 524 6193 TEN DAYS PRIOR TO 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL PROCEEDING FOR STRIPING LAYOUT UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT THAN THAT 36. A GEOTECH REPORT SHALL VERIFY/APPROVE STONE DEPTHS IN SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND UPON ACCORDANCE WITH VDOT APPROVED PAVEMENT DESIGNS, PRIOR TO DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS ASPHALT PLACEMENT. UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN 37. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE LOCATED OUTSIDE THE ROADWAY PRISM PRIOR TO STATE ACCEPTANCE OF DEVELOPMENT. THE ROADS AND SHALL BE MAINTAINED OUTSIDE THE ROADWAY PRISM WITHIN EXISTING STATE ROUTES. 16. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH 38. ANY LANDSCAPING, IDENTIFICATION SIGNS, LIGHTING, ETC. THAT MAY BE SLOPES ARE LESS THAN 0.75%. WHERE DITCH SLOPES EXCEED 5.0%, INDICATED WITHIN THE CONSTRUCTION PLANS SHALL BE FOR INFORMATION THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT PURPOSES ONLY. NON-STANDARD ITEMS MUST BE APPROVED BY CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL SEPARATE SUBMITTAL THROUGH THE PERMITTING PROCESS. STABILIZATION WHILE ACKNOWLEDGING THAT ADDITIONAL PAVED DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS. PAVED ROADSIDE DITCHES SHALL CONFORM TO VDOT-PG-2A STANDARDS AND SPECIFICATIONS. 17. VDOT AND COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT \ SECONDARY ROAD SYSTEM. i}t ROAD CLASSIFLC.4TION SC.HL'DULE' 3 1 ROAD NAME STATION VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS ESS FUNCTIONAL CLASSIFICATION SM -9.5 BM -25,0 21B 3.� CONCRETE > a CG -6 1/4": 1' CL 3 3 :1 4" VDOT 215 °.'- a -- STONE BASE r 0 W Ashlar Avenue 0+0 - 4+05 1,645 16' 1-1/211 4" 8tt COLLECTOR PRIVATE ONSITE 10'-12' 1-1/2" 3" 6" ® NOTE: A PRIME TACK COAT SHOULD BE APPLIED TO ALL EXISTING AND WEATHERED BASE SURFACES PRIOR TO APPLYING ASPHALT TOPCOAT. 1 32' PRIVATE R/W R/W CG -6 1.0' 1, 2' 1.0' FACE OF CURB PAVEMENT CROSS SLOPES VARY REFER TO PLAN FOR GRADES & LOCATION OF CURB AND GUTTER VW 11,5" SM -9.5 CG -6 C&G -- c. 3" BM -25 6" 218 CG -2 BINDER STONE BASE (HEADER CURB, 12 12 2f o NO GUTTER) 1.0 FACE OF CURB TYPICAL ENTRANCE SECTION PRIVATE(BLOCK 1 & 3) N.T.S. JOINTS TO BE TACKED WITH AN APPROVED LIQUID ASPHALT TACK MATERIAL BEFORE PLACEMENT. JOINTS TO BE SEALED WITH AN APPROVED LIQUID MATCH EXISTING PAVEMENT BITUMINOUS SEALER AFTER PLACEMENT. SURFACE ELEVATION 2" SM -9.5A F ASPHALT MILL EXISTING PAVEMENT -/ 2" DEEP TO AVOID 1' MIN. 12" BM -25.0 ASPHALT FEATHERED EDGES CONCRETE (4" LIFTS) TRENCH FULL DEPTH 21A AGGREGATE (COMPACTED TO 95%) PIPE 25' (MIN. BOTH SIDES) OR OVERLAY ROADWAY (FULL WIDTH) TO THE LIMITS VDOT STANDARD PB -1 INDICATED ON THE APPROVED PLANS. (PIPE BEDDING) BEDDING, BACKFILL & NOTES: OPEN -CUT TR ENCING ALL THE BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. WHENEVER THE PAVEMENT IS PERMITTED TO BE CUT, NOT OVER ONE-HALF OF THE ROADWAY SHALL BE DISTURBED AT ONE TIME. THE FIRST OPENING SHALL BE COMPLETELY RESTORED TO SATISFACTORY, TRAVELABLE CONDITION BEFORE THE SECOND HALF CAN BE OPENED. IF THE OPEN CUT AREA IS GREATER THAN 16 SW. FT. THEN THE PERMITTEE SHALL MILL AND RESURFACE ALL (ASPHALT) CONCRETE ROADWAY: AND RESURFACE ALL OTHER ROADWAY WITH LIKE MATERIAL THAT IS EXISTING FOR A DISTANCE OF 25 FEET ON EACH SIDE OF THE DISTURBED AREA FROM EDGE -OF -PAVEMENT TO EDGE -OF PAVEMENT OR AS INDICATED ON THE APPROVED PLANS. A GEOTECHNICAL ENGINEER SHALL ASCERTAIN THE CAUSE AND CERTIFY THE METHOD FOR ALL PAVEMENT STRUCTURE FAILURES AND BE PRESENT DURING BACKFILL OPERATIONS TO CERTIFY THE AGGREGATE HAS BEEN INSTALLED AT (95%) COMPACTION RATE. WHERE THE PAVEMENT IS DISTURBED OR DEEMED WEAKENED IN ITS ENTIRETY OR SUCH PORTIONS OF IT AS DEEMED DESIRABLE BY THE DEPARTMENT, SHALL BE RESTORED OR REPLACED IN A MANNER, WHICH IS SATISFACTORY TO THE DEPARTMENT'S RESIDENT ENGINEER OR HIS/HER REPRESENTATIVE. PAVEMENT REPLACEMENT DETAIL CG -12 Handicap Ramp- Type 'C' 1c�OdfI 1 2.0% (MAX.) oF9 1.0% (MIN.) PGG 4' {MIN.) 1 1 4' MIN. c _ e G 4- J G X `�-n e" °4 4 •°.�'�, i RAMP s °: N � T 0 S 9 ' P 4' MIN. Y4" UP MAX. AREA OF COLORED SURFACE J TYP 000 ` TRUNCATED DOMES 2.35° Dao a P 2.35" 0'2 P 0 0 II II 1-I-- 2.35" TYP* TRUNCATED DOMES TRUNCATED DOME! (Plan View) (Profile) *DIMENSIONS ARE CENTER TO CENTER Notes: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 6.0%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. RAMP CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. B. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. 9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. EX. PROP. R/W R/W 6' SIDEWALK 4" 3000 PSI VDOT STD CONCRETE CG -6 4" VDOT 215 _•<- �:. STONE BASE \ / " V - 5 PLANTING STRIP 4 UD 4 (TREE WELLS & PAVERS UNDERDRAIN SEE PAVER DETAIL) 2* I , 1 1 8' PARKING LANE 6" VDOT 21B STONE BASE 1 0.5' (EXTEND 1' BEYOND BC) VAR. WIDTH a- (n VAR. WIDTH SIDEWALK o Mulligan R/W (MIN=6) CD w wsv� E��1 N 4" 3000 PSI Uj az VDOT STD 3.� CONCRETE > a CG -6 1/4": 1' CL 3 3 :1 4" VDOT 215 °.'- a -- STONE BASE r 0 W 6" VDOT 21B STONE BASE 4" UD -4 (EXTEND 1' BEYOND BC) UNDERDRAIN 14.5' 2' 1 0.5' 16 EXISTING PAVEMENT I PROPOSED PAVEMENT REMOVE EXISTINGSAWCUT THROUGH SURFACE COURSE 12" EXISTING SURFACE COURSE 2"f - -- PROPOSED SURFACE COURSE INTERMEDIATE ASPHALT BENCHED PAVEMENT '' BASE ASPHALT JOINT W7ASPH. TACK COAT ° a o,a�,� 9• , AGGR. BASE o 0 0 '9aQ0 �'� ao••?':a�i NOTE. • PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT JOINT DETAIL 6" -FACE OF CURB 4" R=2" 2 18" 1 12 b.- 6" tl 7" 'd-- tlG--- - -- zi BUILDER'S OPTION: AREA MAY BE CONCRETE. BOTTOM OF CUB MAY FOLLOW SLOPE OF SUB -BASE PROVIDED A MINIMUM DEPTH OF 7 INCHES IS MAINTAINED. 1 2' CG -6 CURB N.T.S. WIDTH VARIES 4" 3000 PSI CONCRETE If`, LTH Op 1 a- (n VAR. WIDTH Christopher C. Mulligan Lic. No. d1, 031672 1111� �`SSIONAL wsv� E��1 N STONE BASE TYPICAL SIDEWALK SECTION N.T.S. :a}sCl&R (NE n. A- STREETD�h� GENERAL NOTES(RFClUS TO E -K ` Sa,UNE r11 fe oTs,F11_! c 1. WHEN Cb ,45 Usm CLDH -i NEST ' m< }C#d .TRE + . C. _� , r7lk,NfCTiv^id §AiiSi 66 CF.:d� N£;I }Pd F4CCskR%TY:E lRAV7 +'a TO. K AS AR91yTQ Oi.iCY' AYk. 1{ RPAi.b^At14t £ _QEW,fi"€Yc.NTG RAJ`i%dAT KIN - &1i0'XN 'vN £'LT3ia) OF rr^ YDOT ROAEa 7L$lGta MA"R1AL, lNLLB:1iNG .'zR;£€T 1 VR6 AP40 WIT E.k � L'3^UrNafi r {X.Fi2DM+mtrT / ^ Cu -+S GE rra'SF ;p W"N N Ti'§- ENTRANCE RAE( CANNOT. A�3R:itflD,dT£ ?NF a�. !1 I �. ,•,+' URNING PE?DEMENTS BF ALR t4:,s`fi%E_'U 3tEhrY TEftY'Y. .f,t{ 1 \. 'RAFF4^ THE}LH SNSE:Y%it $ CL529 AIJ;(+5 `>F.'*FAl1C I I ; I •W77Fgf: "(•HE t iM{15 OF, T{ ' R"AOU"a�LW:A„ ra WE - t -,u rx IE vd I CPT", -A& Y* gh NCP.EASEA TO 7", " I ) F1_ LRC `. 9. WHEN U D IN `GYTN,7tNe'UG. W{7H Tfi&trr7S 'G-3 ;;;..."...._.._.._.._. y, OI"t cc -F rtR. „11k5 FacF; _:tl Ti'G ST daL3kRC ". TO n -jUNT N`...N.AE AC;,➢J"TFV f6: M.ATCH SUG MlCq AdTfd3i.i-GLcRi' JLd3tr a T CONR;URATtOV NOTr "DTH "U" 2'-iQ" OR ?5 Ym,..._ 5. SEE SFNA11.� t; i'' FCS, ca Rd f.AaA° I'MiGN - t, .- a MA9 l#*'E Q, aJOYAY tSF Y✓9TH ? 5 "T !d M .� APA3FfftD, StiaavH � H T " � 1F4:%AL °Er, r}UN, .: -FGN FL06uk Af9Y�; A PI AR 4i SEW ?iN Kf4 ;3E ?,Ul IFR L} , RF„„DL41F£ YL 3rfd4 OF' ' TD. ENTRANCE NOTES SaAtIF,VE R0AJVNAY Si,.t,}£Yi,6 f hf' RSf" M 1*.iL13CATE WHET DPI TRU'r'GrN of _ }t, f't3ft'rE aa- t3 AE DRE, )n -t -R 'V1L$ 1'g.^SiT'dE ?;%'-.4r,NAGT AC;I'Vss UCGC F ' i{ �lLILLIER rn a s M+Ax i -�---' i3 TM e4 R Ar}ce. tiP71CTdRL Fl.D'N #_lNE --_ SIGPE LH.,iN £ C1' = - n 7 607111rdE { r 1,MIIC T 3N IL L'L C, )N'a7'itti^� F,& TG iH£: VANUNIS „Z_ .__..____n- yy REQUIRED [FR'mm ITC AMT. M:F" STA 1LIZA:77()hd .`d:WAY fiL.GIED FOR ENTRANCE,) NT A ..._. %R _tag' R g'38E'NT WK"t .i CAN 9E lm MAX,- i+ T { o iT Eo Ti T }e ErarizATa E S S..GFE CH94 E-- «,._ H RADI-1 Il -IR? -1- CV1�5}RdA11%11 LJR9 P3?D Of"3TT£ti I � [} SHALL N(aT S£ 'N5TPJ+ T G :Y!3FA- "€Hr' }i?`W i,.4F r.;FPi OR REPT A.G£':4ERr i .i6`AflHitR!itd F`h2 '!G, THE jj CiW`OLE 44 WAXNUM Ft'1 RNa E ,3RAGq.. CHA{d .'x5 fi MMEIl OAA CNTRMCS, -J' APSE LISTED IN T!$ ALLOWAL#.E_ ENTRA° CRS " TP£+4£. T£rFM^ VALVES ARE N4'r AWN, aLE Ta"s SIRCET T� L;GNSTFti!U7 ;:R/y1E 4:H,*1V+IES H'Fi81 h riJi5E1/7Ci;'„ C:URYE. CCAMi:}ECTioi & SECTION A A ALLOWABLE ENTRANCE GRADE CHANGE'S tFT V i RpBt i 1 .m ... t;1rH EaCu'.F ta�?aa rFitOgt,�O v x :, z '�"-T /.. F".. .h•. � ...._`-1-.$ "i IICW LES"Y PIT eiL) ✓PLD 7-7,:_PdLtTE! I'LLO+A'ABC E' £NTfO`4 M'E GRACE TfiZd4£ Pa' MO'i•--.•.< tf.£ .....:�,.s.._ AAPUCA&LE T17.'STREX. LGr€H[GT3GHa Otd..hE7E^." SECTION C -C CIF V (K1 F1?E ticF: METHOD OF TREATMENT - COME TION FOR STREET INTERSECTIONS Boa AND COMMERCIAL ENTRAINCE:S "_--..--». 'd}RCJ?r4A PiEflrsftTMEtdT fJF 7ftHiSFCN.`.TArION 671' MIN. BUILDING - BUILDING EXISTING 54' PUBLIC R/W (PROPOSED 39' PUBLIC R/W POINT OF (FINISHED BASE VDOT STD CG -6 4" UD -4' UNDERDRAIN I 10'TRAVEL LAAE 10'TRAVEL LANE 8' PARKING I TYPICAL L SECTION(W/ PARKING) Ashlar Avenue (54' PUBLIC R/W) Privaite Entrance - Claremont Lane N.T.S. 54' PUBLIC R/W POINT OF I (FINISHED GRADE SURFACE 1/4": 1 f f E 1/4":1 BASE SUB -BASE 10' 10' -_L LANE TRAVEL LANE 4" UD- UNDERDRAIN 27.0' TYPICAL SECTION(NO PARKING) Ashlar Avenue (54' PUBLIC R/W) Station 11+25 - Private Entrance N.T.S. 2 PROP. EX. z_ R/W R/W 9 5 3.5' o w 6' SIDEWALK 4" 3000 PSI CONCRETE 3 ;1 4" VDOT 21A STONE BASE 5' PLANTING STRIP (TREE WELLS & PAVERS SEE PAVER DETAIL) 0 5' 1' 6" VDOT 21B STONE BASE (EXTEND 1' BEYOND BC) 4 a- (n VAR. WIDTH Uj � � SIDEWALK c� (MIN=6') R/W w VDOT STD a z j 4" 3000 PSI CG -6 > g� CONCRETE 3 ;1 CL 3 �LL (� 4" VDOT 21A, STONE BASE .. r 0 W I- z 0 04 S 6" VDOT 21B STONE BASE 0 (EXTEND 1' BEYOND BC) 2' 14.5' II 0.5' 27.0' W OLD TRAIL-8053`\BLOCKS 1 &3�LOCK 1 &3CABLOCK 3C-BASE.DWq REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) DATE July 1, 2015 Uj W J ZO Wd III c �LL (� 0 Ir > .. r 0 W I- z 0 04 S W OJ 0 N� L...1 � Q- •� Z Q� O � ® �W >@ II 0 rL J Z 4� rqQ jzW 01 J ir 04 LO Wr Z c� < _ L' 0) ft I 4 0 ^ J it U_ iUj -� u'� V `• Inn W aW d hi t'n ,d z W 0 CL REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) DATE July 1, 2015 FILE NUMBER 8053 SHEET 5of8 Uj W J od Wd III c �LL (� 0 Ir > > Q r 0 W I- z 0 NJ W OJ 0 L...1 � Q- •� Ili m Q O � 06 II FILE NUMBER 8053 SHEET 5of8 ALBEMARLE COUNTY General Construction Notes • 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. • ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. • EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. • ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. • THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. • PAVED, 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. • ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. • UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. • ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926. K J REVISIONS Sept. 27, 2013 (Comments Jan. 20, 201)4 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Detaills f Comps) DATE July 01, 2013 Sceie 1" = 50' W Z C� W 0 a. � d Z WX�> w Z wno L cz, 0 rr��ff,, v v J 0 T �r�.� W LLU_m = O5 w Qz o I0 N Q 9 06 r � rcW 0 E@ 0 (3 > 0 08 N I� o z in U 5 �Mt W � N 1 �Jw V N jy 1 r }"� W 0 b' rr�^ Z 0 REVISIONS Sept. 27, 2013 (Comments Jan. 20, 201)4 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Detaills f Comps) DATE July 01, 2013 Sceie 1" = 50' FILE NUMBER WWI SHEET +a Of 8 W Z C� W 0 a. � d <00 WX�> r W77 Z wno L cz, 0 rr��ff,, v v J �Tv< w LLU_m C�<C LL U_ J O C 06 FILE NUMBER WWI SHEET +a Of 8 INLET STATION Ex. 114 2 4 6 16 8 10 12 14 25 27 18 20 23 120F 120D ROUDABUSH, GALE & ASSOCIATES, INC. HYDRAULIC G RAD E L I N E 10 YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA :22902 Phone: (434) 977-0205 - Fax: (434)296-5220 - EMAIL /NFO@ROUDABUSH. COM NAME: BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 3/4/2014 OUTLET OUTLET OUTLET OUTLET PIPE FRICTION FRICTION OUTLET CONTRACT INLET PIPE INLET PIPE > EXPAN. INLET j , 7 E TOTAL HD. & FINAL H2O ELEV PIPE DIA. DISCHARGE LENGTH SLOPE LOSS INLET STATION Ex. 114 2 4 6 16 8 10 12 14 25 27 18 20 23 120F 120D ROUDABUSH, GALE & ASSOCIATES, INC. HYDRAULIC G RAD E L I N E 10 YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA :22902 Phone: (434) 977-0205 - Fax: (434)296-5220 - EMAIL /NFO@ROUDABUSH. COM NAME: BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 3/4/2014 OUTLET OUTLET OUTLET OUTLET PIPE FRICTION FRICTION OUTLET CONTRACT INLET PIPE INLET PIPE > EXPAN. INLET SKEW I > BEND TOTAL HD. INFLOW IN SHAPING FINAL H2O ELEV PIPE DIA. DISCHARGE LENGTH SLOPE LOSS PIPEVEL LOSSES DISCHARGE VELOCITY LOSS EXP. LOSS FACTOR LOSS LOSS INC. 30% DEC. 50% HEAD 680.24 24 18.84 188 0.0069 1.30 3.48 0.05 12.37 10.89 134.68 0.64 0.70 1.29 3.28 693.90 3.28 683.52 15 6.95 52 0.0116 0.60 5.65 0.12 6.11 6.01 36.76 0.20 0.70 0.39 1.32 5.27 1.32 684.84 15 6.11 55 0.0090 0.49 6.01 0.14 5.32 5.18 27.54 0.15 0.15 0.06 0.84 55 0.84 685.68 15 5.32 142 0.0068 0.96 5.18 0.10 4.73 3.94 18.62 0.08 0.60 0.14 1.30 694.00 1.30 685.68 15 0.45 37 0.0000 0.00 4.07 0.06 6.95 142 0.0116 1.65 4.52 0.08 0.07 3.94 0.07 686.98 15 4.73 53 0.0054 0.29 3.94 0.06 4.63 4.93 22.83 0.13 0.60 0.23 0.71 37 0.71 687.68 15 4.63 35 0.0051 0.18 4.93 0.09 1.85 3.35 6.22 0.06 0.60 0.10 0.44 693.90 0.44 688.12 15 1.85 60 0.0008 0.05 3.35 0.04 1.21 3.51 4.24 0.07 0.45 0.09 0.25 4.43 0.25 688.37 15 1.21 22 0.0004 0.01 3.51 0.05 0.84 688.84 693.50 10 688.84 15 0.06 0.02 0.07 688.12 15 2.81 25 0.0019 0.05 5.14 0.10 1.81 4.88 8.85 0.13 0.70 0.26 0.54 0.16 0.70 688.83 15 1.81 32 0.0008 0.03 4.88 0.09 2.42 60 0.0014 0.08 3.50 0.05 0.12 3.80 0.12 683.04 18 4.94 87 0.0022 0.19 2.55 0.03 0.65 5.25 3.41 0.15 0.10 0.04 0.41 22 0.41 685.10 15 0.65 101 0.0001 0.01 5.25 0.11 42 "RCP 0.27% INV(IN)= 672.95 INV(ouT)= 672.60 0.07 0.12 692.54 0.12 689.78 15 0.44 22 0.0000 0.00 4.47 0.08 3.67 25 0.0032 0.08 5.38 0.11 0.08 5.29 0.08 42 25.04 13 0.0006 1 0.08 ( O 12 25.25 I , 7.02 690.50 27 690.25 15 2.37 32 0.0013 676.00 42 25.25 1005 0.0006 0.07 6.81 0.18 25.84 181.45 0.27 0.30 0.23 0.74 690.95 0.74 Ex. 120B I 676.81 42 25.84 296 0.0007 0.20 �!, 7.02 I 0.19 24.66 ( 20.91 , 515.72 2.38 0.30 2.04 4.80 ROUDABUSH, GALE & ASSOCIATES, INC. HYDRAULIC G RAD E L I N E 100 YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977-0205 - Fax: (434)296-5220 - EMAIL INFO@ ROUDAWISH. COM NAME: BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 3/4/2014 UPSTREAM EIEY. RIM ELEV. 683.52 692.42 684.84 693.08 685.68 694.00 686.98 693.45 68`.75 693.90 687.68 693.50 688.12 691.80 688.37 692.85 688.44 692.54 688.83 690.50 688.94 690.95 683.45 691.50 685.22 691.80 689.86 693.90 676.07 682.00 676.81 1 682.00 4.80 I 681.61 1 682.25 INLET STATION OUTLET H2O EL EV OUTLET PIPE DIA. OUTLETOUTLET DISCHARGE PIPE LENGTH FRICTION SLOPE FRICTION LOSS OUTLET CONTRACT PIPE VEL LOSSES INLET PIPE DISCHARGE INLET PIPE VELOCITY > BCPAN. INLET LOSS EXP. LOSS SKEW FACTOR > BEND TOTAL HD. LOSS LOSS INFLOW IN SHAPING FINAL UPSTREAM INC. 30% DEC. 50% HEAD ELEV, RIM ELEV. Ex. 114 680.24 24 16.44 188 0.0053 0.99 3.48 0.05 16.17 11.80 190.88 0.76 0.70 1.51 3.31 3.31 683.55 692.42 2 683.55 15 8.09 52 0.0157 0.82 5.65 0.12 7.97 5.27 41.99 0.15 0.70 0.30 1.39 1.39 684.94 693.08 4 684.94 15 7.97 55 0.0152 0.83 5.27 0.11 6.95 4.52 31.41 0.11 0.15 0.05 1.10 1.10 686.05 694.00 6 686.05 15 6.95 142 0.0116 1.65 4.52 0.08 6.17 3.94 24.32 0.08 0.60 0.14 1.95 1.95 688.00 693.45 16 686.05 15 0.59 37 0.0001 0.00 4.41 0.08 6.96 6.05 685.65 685.40 35.24 0.71% 15 5.44 4.43 0.08 0.08 686.12 693.90 8 688.00 15 6.17 53 0.0091 0.49 3.94 0.06 6.05 4.43 26.79 0.11 0.60 0.18 0.84 0.84 688.84 693.50 10 688.84 15 6.05 35 0.0088 0.31 4.43 0.08 2.42 3.50 8.48 0.07 0.60 0.11 0.57 0.57 689.40 691.80 12 689.40 15 2.42 60 0.0014 0.08 3.50 0.05 1.58 3.80 6.00 0.08 0.45 0.10 0.31 0.31 689.72 692.85 14 689.72 15 1.58 22 0.0006 0.01 3.80 0.06 42 "RCP 0.27% INV(IN)= 672.95 INV(ouT)= 672.60 0.07 0.02 689.72 692.54 25 689.40 15 3.67 25 0.0032 0.08 5.38 0.11 2.37 5.29 12.52 0.15 0.70 0.30 0.65 0.20 0.85 690.25 690.50 27 690.25 15 2.37 32 0.0013 0.04 5.29 0.11 0.15 0.15 690.40 690.95 18 683.04 18 6.45 87 0.0038 0.33 2.55 0.03 0.85 5.68 4.83 0.18 0.10 0.05 0.58 0.58 683.62 691.50 20 685.10 15 0.85 101 0.0002 0.02 5.68 0.13 0.14 0.14 685.24 691.80 23 689.78 15 0.57 22 0.0001 0.00 4.84 0.09 0.09 0.09 689.87 693.90 Ex. 120F 674.18 42 25.31 152 0.0006 0.10 7.83 0.24 25.47 8.27 210.65 0.37 0.30 0.32 1.02 1.02 675.20 682.00 Ex. 120D 675.40 42 25.47 105 0.0006 0.07 8.27 0.27 26.01 7.15 185.89 0.28 0.30 0.24 0.85 0.85 676.25 682.00 Ex. 120B 676.40 42 26.01 296 0.0007 0.20 7.15 0.20 24.51 6.84 167.61 0.25 0.30 0.22 0.87 0.87 677.27 682.25 L STORM SEWER DESIGN ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977-0205 - Fax: (434)296-5220 - EMAIL /NFO@20UDABUSH.COM NAME BLOCK 1 & 3 Job# : 8503 DGN: CM Date: 3/4/2014 100 YEAR FREQUENCY FROM POINT TO POINT DA C I (ACRES) CA Tc MINUTES RAINFALL RUN-OFF IN/HR CFS INVERT INVERT LENGTH SLOPE UPPER LOWER FEET % DAM. INCHES CAPACITY VELOCITY CFS F.P.S. FLOW TIME MIN. REMARKS INCR. ACCUM. 20 18 0.14 0.80 0.11 0.11 8.00 7.58 0.85 687.80 684.10 101 3.66% 15 12.36 5.68 0.30 8 18 106 0.22 0.85 0.19 0.30 8.00 7.58 2.27 684.00 682.10 61 3.11% 15 11.39 7.21 0.14 4 14 12 0.32 0.65 0.21 0.21 8.00 7.58 1.58 686.25 686.10 22.03 0.68% 15 5.33 3.80 0.10 0.1 12 10 0.15 0.75 0.11 0.32 8.10 7.55 2.42 686.00 685.75 60.25 0.41% 15 4.16 3.50 0.29 7.18 27 25 0.45 0.75 0.34 0.34 10.00 7.01 2.37 686.50 686.10 32.31 1.24% 15 7.18 5.29 0.10 685.65 25 10 0.25 0.75 0.19 0.53 10.10 6.98 3.67 686.00 685.75 25.39 0.98% 15 6.41 5.38 0.08 0.56% 10 8 0.03 0.75 0.02 0.87 10.18 6.96 6.05 685.65 685.40 35.24 0.71% 15 5.44 4.43 0.13 4.07 0.15 8 6 0.03 0.75 0.02 0.89 10.31 6.93 6.17 685.30 685.00 53.48 0.56% 15 4.84 3.94 0.23 683.20 16 4 0.1 0.85 0.09 0.09 10.31 6.93 0.59 684.75 683.85 37.02 2.43% 15 10.07 4.41 0.14 15 6 4 0.16 0.75 0.12 1.01 10.54 6.88 6.95 684.90 683.85 142.25 0.74% 15 5.55 4.52 0.52 INV(IN)= 675.24 4 2 0.1 0.85 0.09 1.18 11.06 6.75 7.97 683.75 683.20 54.84 1.00% 15 6.47 5.27 0.17 120D 2 Ex. 114 0.03 0.85 0.03 1.21 11.24 6.71 8.09 683.10 682.50 52 1.15% 15 6.94 5.65 0.15 42 "RCP STORM SEWER DESIGN FROM ITO POINT POINT I DA (ACRES) 20 18 0.14 18 106 0.22 14 12 0.32 12 10 0.15 27 25 0.45 25 10 0.25 10 8 0.03 8 6 0.03 16 4 0.1 6 4 0.16 4 2 0.1 2 Ex. 114 0.03 5.33 3.51 0.10 1.62 23 21 0.1 NAME BLOC DGN: CM C CF INCR. 0.80 0.11 0.85 0.19 0.65 0.21 0.75 0.11 0.75 0.34 0.75 0.19 0.75 0.02 0.75 0.02 0.85 0.09 0.75 0.12 0.85 0.09 0.85 0.03 0.75 0.08 STORM SEWER PIPE SCHEDULE <1&3 ACCUM 0.11 0.3C 0.21 0.32 0.34 0.53 0.87 0.85 0.05 1.01 1.1E 1.21 0.0E ROUDABUSH, GALE & ASSOCIATES, INC, 10 YEAR FREQUENCY ENGINEERS, SURVEYORS AND LAND PLANNERS 914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902 Phone: (434) 977-0205 - Fax: (434)296-5220 - EMAIL INFO@2OUDABUSH. COM Job#: 8503 Date: 5/12/2014 T, RAINFALL RUN-OFF INVERT INVERT LENGTH SLOPE DIAM. CAPACITY VELOCITY FLOW TIME MINUTES IWHR CFS UPPER LOWER FEET % INCHES CFS F.P.S. MIN. 8.00 5.81 0.65 687.80 684.10 101 3.66% 15 12.36 5.25 0.32 8.00 5.81 1.74 684.00 682.10 61 3.11% 15 11.39 6.66 0.15 8.00 5.81 1.21 686.25 686.10 22.03 0.68% 15 5.33 3.51 0.10 8.10 5.79 1.85 686.00 685.75 60.25 0.41% 15 4.16 3.35 0.30 10.00 5.37 1.81 686.50 686.10 32.31 1.24% 15 7.18 4.88 0.11 10.11 5.35 2.81 686.00 685.75 25.39 0.98% 15 6.41 5.14 0.08 '10.19 5.33 4.63 685.65 685.40 35.24 0.71% 15 5.44 4.93 0.12 10.31 5.31 4.73 685.30 685.00 53.48 0.56% 15 4.84 3.94 0.23 10.31 5.31 0.45 684.75 683.85 37.02 2.43% 15 10.07 4.07 0.15 10.54 5.26 5.32 684.90 683.85 142.25 0.74% 15 5.55 5.18 0.46 11.00 518 6.11 683.75 683.20 54.84 1.00% 15 6.47 6.01 0.15 11.15 5.77 6.95 683.10 682.50 52 1.15% 15 6.94 5.65 0.15 8.00 5.81 0.44 689.50 688.78 22 3.27% 15 11.68 4.47 0.08 Date: 5/12/2014 PIPE #11 FROM TO PIPE DESCRIPTION SLOPE IN OUT 26 27 25 32 L.F. CLASS III 15 "RCP 1.24% INV(IN)= 686.50 INV(ouT)= 686.10 24 25 10 25 L.F. CLASS III 15 "RCP 0.98% INV(IN)= 686.00 INv(ouT)= 685.75 22 23 21 22 L. F. CLASS III 15 "RCP 3.27% INV(IN)= 689.50 INv(ouT)= 688.78 19 20 18 101 L.F. CLASS III 15 "RCP 3.66% INV(IN)= 687.80 INV(OUT)= 684.10 17 18 106 61 L.F. CLASS III 15 "RCP 3.11% INV(IN)= 684.00 INV(ouT)= 682.10 15 16 4 37 L. F. CLASS III 15 "RCP 2.43% INV(IN)= 684.75 INV(ouT)= 683.85 13 14 12 22 L. F. CLASS III 15 "RCP 0.68% INV(IN)= 686.25 INv(oUT)= 686.10 11 12 10 60 L.F. CLASS III 15 "RCP 0.41% INV(IN)= 686.00 INV(ouT)= 685.75 9 10 8 35 L.F. CLASS Ili 15 "RCP 0.71% INV(IN)= 685.65 INV(ouT)= 685.40 7 8 6 53 L.F. CLASS III 15 "RCP 0.56% INV(IN)= 685.30 iw(ouT)= 685.00 5 6 4 142 L.F. CLASS Ill 15 "RCP 0.74% INV(IN)= 684.90 INv(ouT)= 683.85 3 4 2 55 L.F. CLASS III 15 "RCP 1.00% INV(IN)= 683.75 INV(ouT)= 683.20 1 2 Ex. 114 52 L.F. CLASS III 15 "RCP 1.15% INV(IN)= 683.10 INV(ouT)= 682.50 Storm Sewer Pipes below are as shown on Approved Block 3A WP02008-0014 (Proposed Upper Ballard Pond Outfall Under Old Trail Drive) 120A Ex. 120B Ex. 122 127 L.F. CLASS Ill 24 "RCP(Temporary) 10.07% INV(IN)= 675.24 INV(oUT)= 662.44 120C Ex. 12013 120D 296 L.F. CLASS Ill 42 "RCP 0.53% INV(IN)= 675.24 INV(ouT)= 673.67 120E 120D 120F 105 L.F. CLASS Ill 42 "RCP 0.50% INV(IN)= 673.57 INV(ouT)= 673.05 120G 120F 120H 130 L.F. CLASS III 42 "RCP 0.27% INV(IN)= 672.95 INV(ouT)= 672.60 REMARKS �'O�Z,TH OF �Vol I Christopher C. Mulligan Lic. No. 'd,1, 031672 # �aSrONAL E'- INLET STR # SCHEDULE L STATION All Inlets with a 4.0' or greater drop shall have IS -1, Inlet Shaping provided. Date: All Inlets greater than 4' in depth shall have STA steps installed. All Inlets 12' in depth or greater shall have SLA safety slabs installed TOP ELEVATION DESCRIPTION Left Right 5/12/2014 Nose H 2 2.5 VDOT DI -3A (Match Exist. C&G) 693.08 Type'A' 9.98 4 2.5 VDOT DI -2AA 694.00 693.91 Type'A' 10.25 6 2.5 VDOT DI-2AA NQ 693.36 693.45 Type'A' 8.46 8 2.5 VDOT DI -3AA iii W 693.50 693.58 Type'A' 8.20 10 2.5 VDOT DI -3A J 691.80 691.85 Type'A' 6.15 12 2.5 VDOT DI -2A 0 692.90 692.85 Type'A' 6.90 14 8.0 VDOT DI -313 -j N 692.38 692.54 Type'A' 6.13 16 2.5 VDOT DI-3AA rz 693.81 693.90 Type'A' 9.06 18 2.5 VDOT DI -3A (Match Exist. C&G) 691.5 Type'A' 7.50 20 2.5 VDOT DI -1 (Match Exist.) 691.8 Grate 4.00 21 W VDOT MHA (Match Exist.) 694.1 23 2.5 VDOT DI -3A 693.90 Type'A' 4.40 25 2.5 VDOT DI -3A (Match Exist.) 690.5 Type'A' 4.50 27 8.0 VDOT DI -3C (Match Exist.) 691.0 Type'A' 4.45 OLD TRAIL-8053\13LOCKS 1$►3\BLOCK 1 &3Gyblodc 3C-BASE.DWG_� REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) DATE JUNE 1, 2013 Scale As Shown {) Z W 0 0 Uj3f c_ W Ir �� � NQ F z J <C a 90 Q ® iii W V♦ 11 t W m 0V >O Q J CL Z LLI 0 v,r -j N \ Z� Lo Urn U rz s V QC�L7 _j v 1 r"n U.W rr"• rn W ® d'' 0 W 0 a_ REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Details/Comps) DATE JUNE 1, 2013 Scale As Shown FILE NUMBER 8053 SHEET 7of8 {) z W 0 ...� C (L Ir 0 F z J <C 0 W V♦ 11 t W m W� Q J 0 v,r I FILE NUMBER 8053 SHEET 7of8 BLOCK 1 = 1.43 ACRES BLOCK 3 = 1.12 ACRES BLOCK 1 SITE CANOPY = 3,881 S.F. STREET CANOPY = (2*368)+(4*214)+(1 *397)+(3*123)+ (5 EXIST.) =3,881+2,358=6,239 S.F + EXISTING BLOCK 3 SITE CANOPY = 2,417 S.F. STREET CANOPY = (4*370)+(3*214)+(1 *397)+(3*123)+(1 *368) =2,417+3,256=5,673 S.F rq STREET TREE PLANTING SCHEDULE STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - EXISTING CLAREMONT LANE 270 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 5.4 STREET TREES REQUIRED 6 STREET TREES PROVIDED STREET TREE CALCULATIONS - ASHLAR AVENUE 440 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 L.F. = 8.8 STREET TREES REQUIRED 12 STREET TREES PROVIDED STREET TREE CALCULATIONS - OLD TRAIL DRIVE 528 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 L.F. = 10.56 STREET TREES REQUIRED 11 STREET TREES PROVIDED(6 PROP., 5 EXIST.) IANDSCAPE NOTES w MINIMUM STANDARDS * TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. * TIMING OF INSTALLA11ON: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. * ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, AND THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. * MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. * MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. * TREES WITHIN THE RIGHT—OF—WAY SHALL BE MAINTAINED IN ACCORDANCE WITH THE VA. DEPARTMENT OF TRANSPORTATION. ALL STREET TREES WITHIN THE SIGHT DISTANCE EASEMENT SHALL BE PRUNED TO MINIMIZE OBSTRUCTIONS TO THE DRIVER. * TREES SHALL BE 1.5" TO 1.75" MINIMUM CALIPER' MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. ,VER SECTION & DETAIL QUANTITY SYMBOL BOTANICAL NAME COMMON NAME HEIGHT CALIPER © PLANTING SPACING SPECS. 10 YR. CANOPY 7 NS NYSSA SYLVATICA BLACK GUM 1.5" MIN. 11' AS B & B' 123 2 AF Fraxinus Pennsylvanica AUTUMN BLAZE MAPLE 1.5" MIN. 10' B & B' 397 2 UA ULMUS AMERICANA & CVS AMERICAN ELM 1.5" MIN. 10' > B & B' 397 4 OF QUERCUS PALUSTRIS PIN OAK 1.5" MIN. 11' B & B' 370 3 PA Platanus x acerifolia LONDON PLANETREE 1.5" MIN. 11' �N B & B 368 7 HM HALESIA MONTICOLA MOUNTAIN SILVERBELL 1.5" MIN. 10' SHOWN B & B 214 DEC'ID LTO US TREE PLANTING DE''AIL GALVANIZED -� GUY WIRE GALVANIZED GUY WIRE SHREDDED HARDWOOD MULCH MIN. 3" DEPTH \� ` l 120' BALL DIAMETER ALTH OF yr C Christopher C. Mulligan Lie. No. 031672 �%o��`SSI ONAL $� ��w 2"X2" HARDWOOD STAKES 2"X2" HARDWOOD STAKES WRAPPING REMOVE BURLAP FROM TOP 1/3 OF BALL i EARTH BERM iAROUND TREE ?LAP FROM BALL ARTH BERM ,ROUND BED .D HARDWOOD ILCH DEPTH) SCALE 1" = 30' 30 15 0 30 60 SCALE IN FEET OLD TRAIL-8053\J3LOCKS 1&3\BLOCK U ri REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Detains/Comps) DATE July 1, 2013 Scale V) = 30$ W 0 z d W It o n z �� oQ W U W ir- Q Z J CLit ,. O r W > Lis U- CL Z Jz W 2 W �Z �N O Urn Uj ®� I til ¢� W fl w LL V N F— O W Q. W ® h 2 r» W �W o = a REVISIONS Sept. 27, 2013 (Comments) Jan. 20, 2014 (Comments) Feb. 11, 2014 (Units) March 5, 2014 (Spots, & Inverts) March 24, 2014 (Detains/Comps) DATE July 1, 2013 Scale V) = 30$ FILE NUMBER 8i�53 SHEET 8of8 W 0 z d J C It Z J O C �r tiL7 Ll. W U W ir- Q d J V FILE NUMBER 8i�53 SHEET 8of8