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SDP200000065 Plan - Approved 2000-12-04 Part 2
PVI STA 106+50 PVI ELEV = 489.00 A.D. = 4.66 K = 21.48 700.0p 0 VC �I /Y V. -TVI./. / V TOP= 487.19 18" CLEARANCE ap io,I iz O O 1'7 d. V PVI STA = 102+50 N Ui M Q N PVI ELEV = 534.00 Z V) _JQ A.D.--9.15 W 0O W v �Z w~ SZj 500 --- _ —_ w r -a — i-. z. _ a. 249.57' - 15" CLASS 111 RCP 01.007. GRADE EXISTING GRADE \ TOP = 484.04 5 TOP = 484.10 60.28' 102.15' ,1.� CLASS III RCP 15" CLASS /Il RCP 0 l-eQ 01.007. \ oof lor 06 12\ ( ( 480.50 480.40 1 A 4p9.80 479.70 440 420 1.009 I 410 DATUM ELEV 400.00 O p O Ln L Lo 10+00 11+00 SCALE HCR. 1 20' c VERT 1 � 5' :.777 N � Nt Ln 12+00 Lo rn m TOP = 484.0 \ A�78.68 478.58 C. li+00 14+00 15+00 STORM SEWER AROUND BUILDING TO DITCH OUTFALL 181.69' - 15" CLASS 111 01.007. GRADE 7T REFER TO SPECIFICA770tj SECTION 02300 FOR COtfPACTION REQUIREMENTS EXISTING GRADE -- L U 4 uj ti E = 482.16 W U o%0 M Lu >N W VoLu 0 m ) � WWZ� Lu 0� LU �=z� =zZO`� p�O' COQ�O C/) 3: Z J Z oUC) Qw� U •oma u u 0 121 14' - 15" CLASS 111 RCP - I TH p HEN A HOSTS O Z U No. 24812 �rs`SIONAl -77 AML 0 z 0Lu z o0 0o m N zo m 3 °w Lu JN z O 3: to N wce W Q Cillo irNaV;mtii STORM SEWER PROFILES 1.009 -77 AML 0 z 0Lu z o0 0o m N zo m 3 °w Lu JN z O 3: to N wce W Q Cillo irNaV;mtii STORM SEWER PROFILES W"NJA REFER TO SPECIFICATION SECTION 02300 FOR CO PAC REQUIREMENTS N Lf) c6 N- EXISTING GRADE - = 482.16 121.14' — V" CLASS N RCP 01.007. oll TOP = 483.34 TOP = 483.21 31.99' 12' PERIMETER CONDUIT BANK SECURITY FENCE--, 0 1.007. MIN. 3.5' COVER FORCE MAIN ---- 7 - 7—:1 7, 7. 7i�� 77-777 7-7777 7 77 -7 7 -77-7 114.63' — A5" CLASS /// RCP 61.007. TOP = 483.23 24.00' CLASS /// R0 @ 1.00% VOOT $TD. ES -1 VDOT STD. PG -5 D=1; , W=2' FLOW LINE 510 500 m up k 480 460 450 440 P=A 3000 PSI VDOT STD. PG -5 CONCRETE D=1', W=2* 6' CHA/b f .�7 LINK FENCE 6' CHAIN LINK FENCE 4. ol 430 3. —N lo 44 INV. ELEVATION A 0.4 No, L 95.00' 15 CLASS NC /7 3.167,, STRUCTURE NUMBER PIPE DIAMETER EQUIVALENT NUWBER H w 100 YR. ELEV (9\ OF 8' CONDUITS Lm Z) X 15" 4 24" 24" 420 VDOT STD. EG— 1A TYPICAL PIPE DETAIL FOR STORM SEWER I z E B p- E 41 61 61 140 S. Y CL Ss TOWARDS VDOT STD. I RIP RAP MIN. 24 RISER ES -1 " BELO W PERIMETER FENCE REFER TO SHEET C2-3 THICK WAFXTE-R NO SCALE FOR STORM WA TER FABRIC) NOTE. PIPE BANK MUST EXTEND 3.0 FT MA NA GEMEN T DETAIL BEYOND FENCE LINE A 413.00 410 L z ce >- Lu z co --j DATUM ELEV 0 2: C14 0 0 z ca ?: w 400.00 C) >- 0 r*q T I CL Z 0 to (c) Lc) co Lu w N 0 2, 114- (6 0 crl .4t W ll;�F N 114- urn 0� W otf; �CAI 1�8+00 19+00 20+00 21+00 22+00 STORM SEWER STORM SEWER AROUND BUILDING TO DITCH OUTFALL SCALE: HOR. 17=-20- PROFILES 500 480 470 460 450 DATV 44 DATUM ELEV . 525.00 510 500 490 480 ELEV 00 rn 0 Ln 751 ULASS N HUP 02.47. TOR 7 8 7nP = dRf- qg 71 TOP 7kp do 5 TOP 4 /A Tr)p 4BI ol MAINTAIN 54.92' -48 75..16' MIN. 18" -3 69.16' 106.90' 24" L LASS 111 RCP 104.81' 24" CLASS lIl RCP 8- D./. WIL 37 TOP 96.0 45.37 TOP =49C 56.45' 1-5" CLASS N RCP 78.2.2' 24" CLASS N RCP 24" CL, 4 SS N RCP 24" CLASS W RCP @ 2.007. /// RCP 91 5.519 LO 01.007. Nk'34.597. @ 1.009 7. @ 1.007 01.007. IN, 3.0' 490.34 489.81 COVER 32 8" D.I. WIL L A34 489.73 503.00 A MAINTAIN 136\ MIN. 18" SEPAR, I T1( 481.8 --A,,—EXIS I T1 G GRADE 20 ANCHOR LOCKING E VER r--2- OF PIPE, REFER TO DI FINISHED GRA DE - FINISHED GRAL)E 484.0 ------------ C 0' MIN. 0 VER 483.25 _70 482.50 4;82.40 8 D.. WIL 48 24\ 1.94 481.84 126\ 481.15 481. 05 12" '--MAINTAIN EDGE OF TRENCH -CLASS B CONCRETE 128 MIN. 18 I SEPARA 770A d. /> N PLAN VIEWEXISTING GRADE GRAD 6 FINISHEDMIN. 12" WIN. \V— OF TRENCH REFER TO SPECIFICA TION SECTION 02300 FOR COUFACTION MIN. REQUIREMENTS A ELEVA TION ANCHOR BLOCK DETAIL NO SCALE NO TES.' 1. CONCRETE TO BE POURED AGAINST UNDISTURBED EARTH. 2. SPACING OF ANCHORS: 20-357. SLOPE - EVERY 2 LENGTHS OF PIPE 35-507. SLOPE - EVERY 1 112 LENGTHS OF PIPE OVER 507. SLOPE - EVERY LENGTH OF PIPE V ELEV DATUM 0.00 475 N IN (Z m- LID I< LO DATUM ELEV . 525.00 510 500 490 480 ELEV 00 rn 0 Ln 10+00 ll+Of A STORM lzl= WER UNDER ENTRArl 0) 0 00 00 C) Ld '3 0 X (L R -n 1-1 1g F. SCALE: HOR. 17=20y VERT" 1 -- 5 751 ULASS N HUP 02.47. VDOT STD. \,,,,-EXISTING GRADE — - ol MAINTAIN 549.41 MIN. 18" SEPARA TION 53782 8- D./. WIL 37 TOP 96.0 To'I = 497.3 TOP =49C 56.45' 50.36' 78.2.2' 15" CLASS N RCP 15" LASS -1-5" CLASS /// RCP Lr) LO 01.007. 10+00 ll+Of A STORM lzl= WER UNDER ENTRArl 0) 0 00 00 C) Ld '3 0 X (L R -n 1-1 1g F. SCALE: HOR. 17=20y VERT" 1 -- 5 C) .6 Lu Lu )N z o ce Z 0 0 00 m 0 C'4 z 0 55 m> WCO Q 2 z 0 Ln 9 Lij me > 0 L" m 5 m 0 m 'It W C`4 w u rn 0 x rq a tA a V; STORM SEWER PROFILES \,,,,-EXISTING GRADE ll�--Top 495.0 TOP 96.0 To'I = 497.3 TOP =49C 56.45' 50.36' 78.2.2' 15" CLASS N RCP 15" LASS -1-5" CLASS /// RCP 01.007. '-@,10. 1 7. 3.0' 490.34 489.81 COVER 32 8" D.I. WIL A34 489.73 A MAINTAIN 136\ MIN. 18" SEPAR, I T1( 481.8 C) .6 Lu Lu )N z o ce Z 0 0 00 m 0 C'4 z 0 55 m> WCO Q 2 z 0 Ln 9 Lij me > 0 L" m 5 m 0 m 'It W C`4 w u rn 0 x rq a tA a V; STORM SEWER PROFILES GRAPHIC SCALE 80 0 40 60 160 320 PROPOSED DRA INA OE AREA S so E A REAS EXIS TING DRAII�A G ( IN FEET) m 1 inch = 80 ft.Ot \\\\ kk I IIII IIII _ _ , IIII Iill - -- - ,IIIIiII111 - k x i I 1 Z. { Iill 111 ",- Illlill ir'_ � IIIIIIII Ir�J // ! r Gam, 1 /// ! / / /, I I 1 !/// Ill /1111 l!j!!I!// !!!!!/!// //i/ (!l!/ / //I! I / I\\\ s� /!! 1111\\!�!!lj Iilt/ / / 1111!//!!/! / 0 !�2 �b II lI i j///I / / / II l/ 1 I / / 1 ' ) ! 111 `•�// // / !! /!/ 11 / // / I ( i / � A/ // 1 !! I I ! // 1 I i // 1 l I I / m -5j _ - / SUM f:.. a••arerr'�rreiiarr r > > � / I 11 1 \ (/ \ \ I , A Q � :� a... •.. �. �/ / / / \ ) I \ � � � (IIII 1 i! / // ! 111 I �• %% I I I �/ � / I \ 1 \ , III it 1110 I 1 I // /-f - - - - - - I I I 1 Illl 11111\\\ I ,� if V t1. GRAPHIC SCALE 0 40 80 160 ( IN FEET ) 1 inch = 80 ft. 320 Q1 0 00 00 U W O w ICL UJI U ,o M `z N W wN W C') J m CD FY Z W C)= LIA Y>to � Lo = 0 2ZZW-Z �LLJ p�011 Z-�~o Q W CL? U oUo %0 °�°° >= \ 1 1 11 ill 1 I _ - \ � % \ \ 11 1 T 1 111 t I i l I ! ! � ' - / _ \ � 1 \ 1, 1 I \\\ \\ \\\\\AID !'i i i�r/ ��/ -'_; , ` _ \ �k� �\\ \ / ` -� �� a�\ \ � � 1`�9-Q� ` _ / �/ / - Iii ! lIIjII �qt `' 4 /jai/ji/� _�// .�.. � ,_,v-•-�V � `-{�` ��.' II Ilii 11 //II/. / — l"/ / _ _ = \ �\ �\\ ! `! / \ \\ \ � ' � ' _ — _ _ r q5 / — — I IIII ISI li////� � / _ •,'� _ w'.'=-=_ "_�~`��'.• _ �:. .,�"M: 4S 4s Ilr III I - I � 1111 Iql I� � \ \� ✓__'- _ - •_ - � � 111 iII Il! I _ l 1 (/i // �/ „ -• - _ �\ � �\ \ \� \ '� _ - - ` \ J _...1111 / ! ! .- _ _ _ I -• Ii III _ 4. 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AREA MAP Z V U E 4 LW i 0 Z LU Z O 00 m J N N Z O m� W N NOC �0�Z0j:cn 0 G1 Q ch W cy W 0 M 0 .- IX C-4 0 VT O_ V) DRAINAGE Cz . AREA MAP TYPE I Crusher Run Aggr. 0 0 0 6" Crusher Run Aggr. 25 or 26 _ r _ _- - - - EXISTING CONSTR. E/P P. F. G. - VAR. SLOPE I SEE PA VEMENT JOINT DETAIL THIS SHEET VAR. SLOPE VAR. (0 TO 11 VAR. (11' TO 227 ROUTE 742 STA. 11+70 TO END u 4' _ GRADED SHOULDER 0 7 7— 2 LINED DI TCH (1' DEPTH) EXISTING E/P STD. GR -2 REQ'D. P.F. G. CONSTR. VAR. SLOPE ---------------- ---------------------`----------- EXISTING PAVEMENT 1' VAR. (0' TO 11) �i<< 7' OAF / GRADED SHOULDER 1.5" SM -9.5 D 4"W -P5.0 8" COMPACTED VDOT 21-A CRUSHED STONE ............ ����\...... \���\� ,� ��— COMPACTED SUBGRADE PAVEMENT SECTION FOR ROAD WIDENING NO SCALE DENOTES ROAD WIDENIING PAVEMENT ON PLANS 12' l ►�-� 12 ROU TE 742 STA. 70+00 TO 17+70 ►, EXIS17NG PAVEMENT PROPOSED PAVEMENT PRIVATE AND COMMERCIAL ENTRANCES CL 4 USA W TYPE II TYPE III TYPE IV �" EX.wCUT SURFA THROUGH COURSE Concrete Asphalt Asphalt Commercial 2' (MIN.) PROPOSED . • , , I SURFACE 0 o e e e o 0 0 2" f COURSE EXISTING MA TCH EX. CROSS SLOPE Concrete Entrance Pavement Asphalt Conc. Type Asphalt Conc. Type --- � , -•�--� PAVEMENT � � f ,. 7" HES SM -2D @ 265 lbs. per sq. yd. SM -2D 0 220 lbs. per sq. yd. 4" Aggr, Base MOO. Ty. I 4" Aggr. Base Mat'l. Ty. I 4" Asphalt Conc. Base Course MILL EX. No. 21B No. 21B BM -2 SURFACE COURSE 6" Aggr. Base AM 0. Ty. I BASE COURSE No. 21B AGGR. BASE NOT TO SCALE NOTE.- PROPOSED PAVEMENT MUST 77E The type of entrance (I , lI , 111 , IV) to be constructed IN WITH EXIS77NG PAVEMENT will be determined by the existing condition at the time of construction or as specified on plans. PAVEMENT JOINT DETAIL NO SCALE ._ - - _• __ _ .... � - ._. �..,,,.� a ... - s .,. _ U)o O EZ ®a W ego �n 00 w 00 Z_ 3NV1NOY4 r Nn yu' W =Cr °Y U �`. w 0 Ld Cezd=ii O CY k =' to w U o ,M� 4, 0':`-, CV LLLI N f. LLJ J Q LU C� Z = z LU LU LO F-WZ0� �0 Z _j Z oU� Qww_U �0E.� LU � J ` LU TH 0 �f p HEN D. HOSPET n U No. 24812 SI L��1 _. .� ,, _ - r. - - Www - - - - - - - _ - - , - _ < .. - -.. .. - - .� .. - � _ � wi - La-rc.•rwv..a.rm+�v:w.Leucasys_st .r _ .R t. 00 :77 I ' }� F x j � Z Z QNNnn � ��, W a�ni'n o0 i- 0�, � )� L -- I I I a X i � - LAYOUT AND MARKING PLAN : W =§wq CL =LD 6� O 1 � � 1 ` 1 / ( � �,\ L I L- �---- \\ .• 5 ons a 7. �_� I �� Q -n �1 111 / t " - - x z- x -I- X -I-,-,- X x x I x - X x - x x- %\ _ x - x I I �L �+-�x+�c �,/ --T= x _ - - - \ x -I \x - _ - _ °I I O A,v I 1 /\ --x�_ \/ x x /� I max_- x-x�x x/ \\ :%i / /\°�-x-x-x-x-I Ii� )- C' a �( -11 ^ a41>3da a x IL_ -----I /) / \ \ w 1%Ald . _r & \ 0 F I Z�� x - X - X - I - 11L �,. �,._ - I �-- ---I-- - --ll -- -- -- -- -- -- -- -- -- -- -- -- I �� / \\ w wN - __ _ w C� m -= -- �__ �� o ---- o --- ' __ _------I-- ��' �L ------ _ - -_ ( T Lij 05 . . . . . . . . . . . . . O . . < . . - �f/ -- . - _ -I- -= = -- -VIE- '- - '� ._._ .- -�- -I� ►�`- ----------- - Z w ~ �[ - .. ~---. . . . . . - ------ ---- ---_-..-- ------ .-,-<-.-.-.- .-.-.-.-.----.--:-. . . . . . . . . . . . . . . . . . . . . . . . . . .-.- :D - 500 t . SIGHT. STAN o - -►t�- . . `I. �, ADD S RIPING AS ICA 7E PLANS AIVD BVDOT . . T' . -:- Lo - - - - �-- U P. O'V/DE - CO . U &f - •DASHED LINE - .� - -- . -- - . 2• �dxEs- -w�- .-- .- .- . .- . .�u- -- . , . - . . . . . . . . . . . . . . . . . . . . .. . Q / I '�n - - -------- U J •� - --tlt�-•. E-STf�IPE--LBN (L R - - - - - - - �- B�TI�; -------------------------------------------------------------------------------------------1---------------------------------------------------- -- _ � :: J W � Z LU = r------------------ ---------- --------------------- -------------------------------------------------- - -- < - . < . . < - < . < - - _ 1 12+36..17 .A.1/ON .ST. -� $7 t- Z Z �r o .:,. . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - - _ 00- - - - . = 99+78.05. 13+00 14+00. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15+00. . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . .1 fi+ . . . . . . . . . . I. . . . . . . . . . - . . . . . . . . . . .17+00. . . . . . . . . . . . . . . . . .� . . . . . _ - Z = � � <. 11 +00 •12+ -18+DO U U, Z W Z 0= -_ _ --�_,--f•_-__ -- ----'----.--'_- , -�-- .- ,--.-,� �--�-- . - -- - -- - - - - - - - - - - 4 w 4. Z U .il�-�CIES - I T ---- - 1�7� - ---- - ---- - --------------- --............................................................................. .. . -- -- • OBLITERATE YELLO_ CEIV TER - - . --------------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \. --- � ,� 0, ------------------------ LINES FROM 12+00 TO 12+50 I -------------------- - - -- -------------------------- - - -- --------------------------------------------- - - - - - / -------------------------------- .. . . . . . . . . . . . . . . . . . .----------------------------- - - - -- - - _ i. ---------------------------- - /T. Q RATS EXIS�IVG PAVEMENT MAR \T .'�'\� - \ " T \�\T \k��L%T'� ;\ �\ ��T\T` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .--------------------------------------------- �r-� �T/ '� �r\%� T\ \/\ \/C� / \ \/\ \/\ T� \/\ �__ - �/\ L/\ - \/�/\ /\ 1 �� 6� >Imm 0;6 . . . . --- �- \ \ - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . < . , . . --- ----- -__--. T♦ \ i�/T\irt /i`~� \/\ \/�Ti\ \/\ \ %\ \/�\�� \\ \ "\ \ \ 1�� \ \/\�i\ j. �\- _�C-7 T� . . ----- ----- \ \ \ I. r 061k \ \ \ t- Y /NG T MARK ------ / RATE PAVEMEN------------------ T-. �%\-=- �- r �T' %� \ /\ /\ /\ \ /\ �\ /\ \/ -\ /\ \/y� - - _.._.._.._.._.._.._.._ r ON 10+75 BEGIN TO OBLITE - :------.---_- ---- -- \ �Z r 1 , a �L - ,-�- -�L - �� r \�\111 \�/T\- /�� �� �� 1� 1/ \/ V 1/ \� `\� 1� 1� ., ( �� �/ Vit. _. - ---- - - sTaTi ------ ----- /-�� - \ /yam y� ( *=-7 ._.._.._ - - - _.._.._.._.. _/ �,,� \ 0__/ - 1 1 f * %afju I. 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TREE LINE = - NOTES, -- P - END 77?EA TMENT VERIFY EXACT LOCA 77ON 1 P - - - - - - _ _ n.,�� 0 < z I WITH LAND OWNER PRIOR r - - - - - - - - _ TO INSTALLATION 1. COORDINATE RELOCATION OF ALL UTILITY POLES P/ Station Northing Easting Distc7nce - P - - - - _ _ - _ - _ - �, WITH APPROPRIA TE U77LITY COMPANY. P Direction p 2. REFER TO C4.2 )FOR ENTRANCE ROAD PLAN AND PROFILE. _____________________ _ _ _ _ I ►► 10+00 9155.7487 10984.3406 77.8692 N 39-02-42E - 495 TAPER U) LEV 160 LEFT 77JRN LANE 75 M/N. 10+77.87 9216.2259 11033.3927 219.8669 N 38-25-39 E W . , 09 + 12+97.74 9388.4683 11170.0456 191.6340 N 38-20-23 E GRAPHIC SCALE 11 �,� LAKESIDE ASSOCIATES II o COMMONWEALTH OF VIRGINIA 14+89.37 9538.7755 11288.9209 127.9795' N 38-02-25 E p ca LIMITED PARTNERSHIP o DEED BOOK 481 PAGE 139 16+17.35 9639.5694 11367.7837 190.5202 N 38-11-20 E so o �o so 4o so _ Q DEED BOOK 1536 PAGE 176 I TAX PARCEL NO.: 77 -E -1 -IB 18+07.87 9789.3139 11485.5740 - n) Z w TAX MAP NO.: 77-46 PLAT -DEED BOOK 458 PAGE 141 & � 114 114- � � � PLAT -DEED BOOK 1381 i DEED BOOK 853 PAGE 327 n � ( IN FEET ) u PAGE 128 1 inch = 20 ft. I i \ y� 1 I 1� � / i +� - F F- � I - j S TH o� �:] \ ,p G)�, "-- - \ I X I �K,� GRADING AND DRAINAGE PLAN o, / J/ _ + ' \ L - J - \ \ p HEN D. HOS'fETI,ER Z 11 111L \ -.' 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AVON STREET - ROAD PLAN , d AND PROFILE s i I ------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 500'± SIGHT DISTANCE BOTH WA YS -------------------------------------------------------------------------------------- - - - - - - - - - 1 Q 4 5 ---------------------------------------------------------------------------------------------------- -- - - - -- - -- - - - - - - - - - - - - ---- "��� _ _ _ _ -_ _____ _ ___________________________________________________________________ ---- _-------_--___-_"_--_-_-__--____ _ _-_--___-----. --- ---------=-----=-----�__-_ _------------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- _ --- ----------------------------- --------------------______------- ---------------------------------------- ----------- ----------- --------------------------------------------------------------------- _...,.-a _______-__.__ 6=____-----------------3-------------------------------------------------------------------------------------------------------- Q 0 0 W O Z W 544 540 -100 -80 -60 -40 -20 544 540 60' LEFT TURN LANE 72+50 0 20 40 12+00 544 540 544 540 536 532 75' MIN. 75-50 r NO TES,• 1. COORDINATE RELOCATION OF ALL UTILITY POLES PI Station Northing Easting Distance WITH APPROPRIATE UTILITY COMPANY. Direction 2. REFER TO C4.2 FOR ENTRANCE ROAD PLAN AND PROFILE. ---------------------------------------------------- NOTES.• - 10+00 9155.7487 10984.3406 77.8692 N 39-02-42E 495' TA 10+77.87 9216.2259 1103. 927 219.8669 N 38-25-39 E 12+97.74 9388.4683 11170.0456 191.6340 N 38-20-23 E 14+89.37 95J8.,7755 11288.9209 127.9795 N 38-02-25 E 16+ 17.35 9639.5694 11367.7837 190.5202 N 38-11-20 E 18+07.87 9789..3139 11485.5740 -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 40 15+00 544 540 536 532 -100 -80 -60 -40 -20 544 540 5.- 77-00 71+50 VDOT STD. GR- NISH GRADE EXISTING ADE \ � \ 0 20 40 VDO ST'D. (- J- V NISH GR N tr) Lr) -60 -40 -20 0 20 40 70-50 'R-2 44 ADE 40 J6 544 540 536 540 536 532 540 536 540 536 532 NOTES.• - i ON THE PLANS ARE SCHEMA 1TIC ONLY. THE ACTUAL PRODUCTS, LOCATION Co AND PLACEMENT SHALL BE IN ACCORDANCE WITH DIVISION V41 OF THE ell Of VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE MANUAL OF UNIFORM \ 524 N LO Ld LO L6 LO LO LO -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 40 15+00 544 540 536 532 -100 -80 -60 -40 -20 544 540 5.- 77-00 71+50 VDOT STD. GR- NISH GRADE EXISTING ADE \ � \ 0 20 40 VDO ST'D. (- J- V NISH GR N tr) Lr) -60 -40 -20 0 20 40 70-50 'R-2 44 ADE 40 J6 544 540 536 540 536 532 540 536 540 536 -40 -20 0 20 40 %A 536 532 540 536 532 -60 -40 -20 0 20 40 -100 -80 -60 -40 -20 74-00 0 20 544 13+50 544 540 540 �. -40 -20 0 20 40 536 -100 -80 -60 -410 -20 0 20 - 10 00 548 7,3+00 544 544 540 540 SCALE HOR= l n=20' VERT . 17=5Y 18+00 532 528 524 i k 4 532 A VDOT PERMIT IS REOUIRED FOR ALL WORK WITHIN THE MOT RIGHT --OF WAY k j w M Q N W WN Z V) -J Q Z �z w 00 m C� 0 c1 WLu Uj Z De _ _C _ 2ZZ� =0o`r• UC�ZCk per. Q Lu F-- 0- U_ C5 Z J Z C5 Q w � _ U 0 uj U uj TH 0 1 w ll� p S HEN D. HOSTEM 'Z V No. 24812 SAO* ��s{SIQ0 L NAL -40 -20 0 20 40 SMIPING LEGEND SIGNAGE LEGEND Q 4" DOUBLE SOLID YELLOW LANE 77+50 (°Sn) STS' R1-1 Q 24" SINGLE SOLID WHITE LINE 36 "x36 " (STOP BAR) 532 532 © o W3-1 A Q 4" SINGLE SOLID WHITE LINE 36' x36 " (SSWL) 528 528 4" SINGLE SOLID YELOW LINE coo (SSYL) 524 524 -40 -20 01 20 40 60Q 24" YELLOW GORE © 45' 5 (12' SPACING) Q 4" SIAGLE DASHED WHITE LANE 17+00 6 (2' LINE WITH 4' SPACING) (SD WL) [ 540 532 535 528 40 524 532 NOTES.• - 528 1. ALL SIGNS, PAVEMENT MARKINGS, AND TRAFFIC FLOW ARROWS SHOWN ON THE PLANS ARE SCHEMA 1TIC ONLY. THE ACTUAL PRODUCTS, LOCATION AND PLACEMENT SHALL BE IN ACCORDANCE WITH DIVISION V41 OF THE Of VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE MANUAL OF UNIFORM \ 524 N LO Ld LO L6 LO -40 -20 0 20 40 %A 536 532 540 536 532 -60 -40 -20 0 20 40 -100 -80 -60 -40 -20 74-00 0 20 544 13+50 544 540 540 �. -40 -20 0 20 40 536 -100 -80 -60 -410 -20 0 20 - 10 00 548 7,3+00 544 544 540 540 SCALE HOR= l n=20' VERT . 17=5Y 18+00 532 528 524 i k 4 532 A VDOT PERMIT IS REOUIRED FOR ALL WORK WITHIN THE MOT RIGHT --OF WAY k j w M Q N W WN Z V) -J Q Z �z w 00 m C� 0 c1 WLu Uj Z De _ _C _ 2ZZ� =0o`r• UC�ZCk per. Q Lu F-- 0- U_ C5 Z J Z C5 Q w � _ U 0 uj U uj TH 0 1 w ll� p S HEN D. HOSTEM 'Z V No. 24812 SAO* ��s{SIQ0 L NAL -40 -20 0 20 40 SMIPING LEGEND SIGNAGE LEGEND Q 4" DOUBLE SOLID YELLOW LANE 77+50 (°Sn) STS' R1-1 Q 24" SINGLE SOLID WHITE LINE 36 "x36 " (STOP BAR) 532 532 © o W3-1 A Q 4" SINGLE SOLID WHITE LINE 36' x36 " (SSWL) 528 528 4" SINGLE SOLID YELOW LINE coo (SSYL) 524 524 -40 -20 01 20 40 60Q 24" YELLOW GORE © 45' 5 (12' SPACING) Q 4" SIAGLE DASHED WHITE LANE 17+00 6 (2' LINE WITH 4' SPACING) (SD WL) [ 540 532 535 528 40 524 TRAFFIC CONTROL DEVICES, INCLUDING THE VIRGINIA SUPPLEMENT. ) -40 -20 0 20 40 60 walm 2. 4" WHITE LINES TO THE RIGHT' (EXCEPT ADJACENT TO CURB & GUTTER OF 6L� TRAFFIC AND 4" YELLOW EDGE LINES TO THE LEFT OF TRAFFIC SHALL BE REQUIRED THROUGHOUT THE LENGTH OF THIS PROJECT UNLESS OTHERWISE SHOWN. 544 76+50 � L L J. ALL SIGNS, PAVEMENT MARKINGS AND TRAFFIC FLOW ARROWS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS SHALL BE FURNISHED AND INSTALLED ON WOODEN 4"X4" POSTS BY THE CONTRACTOR. 532 4. ALL SIGNING AND PAVEMENT MARK/NGS SHALL BE PERFORMED UNDER THE DIRECTION OF A REPRESENTATIVE FROM THE VDOT TRAFFIC ENGINEERING a STAFF. CONTACT MR. JIM KESTERSON AT (804) 293-0021 A MINIMUM OF z �o o mui 528 3 DAYS BEFORE PROCEED/NG N o } Z ° W 540 532 S�� X28 40 vvv v�-40 -20 0 20 40 SQ 0 SQ C> 1 NCN w Q z 0 3. 5. THERMOPLASTIC PAVEMENT MARKINGS (VDOT TYPE B, CLASS l) ARE o m c 't w N m _ REQUIRED FOR ALL STRIPING, TRAFFIC FLOW ARROWS AND STOP BARS. U "' ° `4 ° vi w "' 16+00 6. SIGNS LABELLED "TO BE RELOCATED" SHALL BE SO MOVED ONLY WHEN DIRECTED BY VDOT. AVON STREET 532 NOTES.• - 528 1. ALL SIGNS, PAVEMENT MARKINGS, AND TRAFFIC FLOW ARROWS SHOWN ON THE PLANS ARE SCHEMA 1TIC ONLY. THE ACTUAL PRODUCTS, LOCATION AND PLACEMENT SHALL BE IN ACCORDANCE WITH DIVISION V41 OF THE .moi VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE MANUAL OF UNIFORM 524 TRAFFIC CONTROL DEVICES, INCLUDING THE VIRGINIA SUPPLEMENT. ) -40 -20 0 20 40 60 walm 2. 4" WHITE LINES TO THE RIGHT' (EXCEPT ADJACENT TO CURB & GUTTER OF 6L� TRAFFIC AND 4" YELLOW EDGE LINES TO THE LEFT OF TRAFFIC SHALL BE REQUIRED THROUGHOUT THE LENGTH OF THIS PROJECT UNLESS OTHERWISE SHOWN. 544 76+50 � L L J. ALL SIGNS, PAVEMENT MARKINGS AND TRAFFIC FLOW ARROWS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS SHALL BE FURNISHED AND INSTALLED ON WOODEN 4"X4" POSTS BY THE CONTRACTOR. 532 4. ALL SIGNING AND PAVEMENT MARK/NGS SHALL BE PERFORMED UNDER THE DIRECTION OF A REPRESENTATIVE FROM THE VDOT TRAFFIC ENGINEERING a STAFF. CONTACT MR. JIM KESTERSON AT (804) 293-0021 A MINIMUM OF z �o o mui 528 3 DAYS BEFORE PROCEED/NG N o } Z ° W 540 532 S�� X28 40 vvv v�-40 -20 0 20 40 SQ 0 SQ C> 1 NCN w Q z 0 3. 5. THERMOPLASTIC PAVEMENT MARKINGS (VDOT TYPE B, CLASS l) ARE o m c 't w N m _ REQUIRED FOR ALL STRIPING, TRAFFIC FLOW ARROWS AND STOP BARS. U "' ° `4 ° vi w "' 16+00 6. SIGNS LABELLED "TO BE RELOCATED" SHALL BE SO MOVED ONLY WHEN DIRECTED BY VDOT. AVON STREET -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 94 le IN I q 87 7 544 536 540 532 536 7. STREET NAME SIGNING AND INISTALLA TION BY ALBEMARLE COUNTY. CROSS SECTIONS 532 40 -40 -20 0) 20 40 %{ 77777777 '77777 777,77, LO -40 -20 0 20 40 -100 -80 -60 -40 -20 0 20 94 le IN I q 87 7 544 536 540 532 536 7. STREET NAME SIGNING AND INISTALLA TION BY ALBEMARLE COUNTY. CROSS SECTIONS 532 40 -40 -20 0) 20 40 %{ 77777777 '77777 777,77, - - - - - _. .._ wi op j s F." + i -•cam X r--- ;\–T Z_. - - - __ _—'-x...w.:•....a.,...:.we._*..w...-,.a.- .�,.s.as..w:..��'w•.i.-.w:." _ _ _ _ 4J \ 41079 SQUARE FEET EXIS N 3 SQUARE FEET OF EXIS77NG TREE OE AGE e—k.7?EE\COVERA , ) t,t<1 1 -w- r \ , \21, II \ \ \ C�NOPY COVERAGE PROVIDED IN LANDSCAPE SCHEDULE = 11312 SQUARE FEET (3X),, C�NOPY COVERAGE PROVIDED BY EXIS77NG TREES = 92683 SQUARE 4j (28X).— \ \ .1 COOBINED CANOPY COVERAGE = 31X \ \ \ 3 .•d` �":, `•I ,',a - Wil- i"t_: T. : `+4• .Q+�� ♦ter• r ''T.'�,�•�:; •'•. •.'. •. , / \ \ 1 ® \ \ \ I t' C. 0. t N,\ \ Lu U o ,o C� W W Co C/) J Q z Z =z QUI �O co w�=- w U�U' 0() g > 6 LL83 w Z �zg�0 '-Uo Qwr2zU 'o�� LLJ L) Lu 0 V) 0 < z 3 AH \ �t r / BLUE FAQ . •.+ JUVENILE � -- '" -' �� •� \ \ \ \ 6 lap :.:: , ` ►%, _ \ \ \ \ \ BLUE RIDGE DETENTION j \ I / I JUVENILE FACILITY \ \ \ \ DE7 AM01V FF. -048o FACILITY F.F.142L EXPANSI i 486.66 1 28726 S.F � F. F. - \ � r•- — JCP -- - 1 ; k- 1 HEGHT36 - -s \ I 1 1` I a 1� L�� Y•ai�: I � Y i ' J• C r x a i r ••a l W ee f' I O G f` \ i 1 i . \ 1 lad Z I I 5 ,.j. r •. f c _ r Z -- j f/ J i � I I 1 1 1 i 1 •1• 't l -- — —- ----------- ---- — --- T o 15' SETBACK i \ \ N38'30'21 "E – – – – – – – r ., ) / \ ,' >�' \ a \ \ \ 725.02' ; i 1 3 SQUARE FE T OF EX/S _ i 'r J \ � 7R E CO AGE n7��_ — ii•a+��••'' i�1 \ � �— _— ( Cff y r y , ry rti n n r� v� r v v v �,r •v ry n r� r„r, v� �^ v v - v v r n n r� r� r r v ori i \ • • /1 ✓1 r Y- V • —" -- '-- __. Y n Yl YyV., ,,,• ,..Y, + ' . j i t /� / -- - --\ -- — —'ti •b- ✓'inn r 1 i� �. .: . �5�"'�. � 1 i /� ..- / — \ - `\ _•. - _+-' ._._ .._- .,'-----` ' � 'y 1 : • . x / '^ '.ice '' \ \ \ / / � Z o 4 rm ON em LN � t �– — •--- __._ --` ,,, r. -ems - :s,: ,:: ` - 1 p 1� ► GRAPHIC SCALE \ 1.; ;:..•;•:: d ® '' -o % ------- -- Y + 30 0 15 30 60 120 IN FEET) � 1 1 inch = 30 ft. ��'������ `�' eff M= o ?� F- —' Vm o _ 1 I z i I V z o Z` Luz o o m o o�;o}Zoe . O N N O vi iZ' to LANDSCAPE x PLAN X x d rrl �o�� z �� �X >� I :} iZ r1, x y c}, z 0 f f �77777-7777 777-77,77"'7- . GENERAL NO TES 1. PLANT MATERIAL SIZES ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. J. LANDSCAPE PLANTINGS AT (ENTRANCES/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WI TH SIGHT DISTANCE NEEDS OF DRI VERS IN THE PARKING AREA AND A T THE ENTRANCE/EXI T LOCA TIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON. 5. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR /S UNHEALTHY AND IN UNSIGHTLY CONDI TION, OR OTHER CAUSES DUE TD CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIA TEL Y AT THE CONTRACTOR'S EXPENSE. 6. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 7. DO NOT PRUNE CUT BACK OR TOP OFF CRAPE MYRTLE TREES! CRAPE MYRTLES MAY BE USED TO MEET ZONING ORDINANCE REQUIREMENTS FOR SMALL MATURING TREES ONLY IF THEY ARE ALLOWED TO REACH THEIR FULL MATURE FORM. ANY PRUNING OR CUTTING BACK WHICH ALTERS THE MA TURE FORM OF THE TREES WILL CHANGE THEIR DESIGNATION TO SHRUBS AND NEW SMALL MATURING TREES WILL BE REQUIRED TO BE PLANTED. LIGHT PRUNING MAY BE DONE TO REMOVE SEED PODS AND DEAD WOOD, AND TO RESHAPE TREES DAMAGED BY DISEASE OR NATURE. 8. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE ALBEMARLE COUNTY PLANNING DEPARTMENT PLANS REVIEW SECTION. 9. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE ALBEMARLE COUNTY PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CER77FICATE OF OCCUPANCY. I PLAN WEW T BALL RUBBER HOSE DECIDUOUS TREE PLANTING DETAIL NO SCALE PLANT MATERIALS LIST KEY ---GALVANIZED WIRE GUY BOTANICAL NAME 12 GAUGE SIZE OF MA TERIAL 2X2 HARDWOOD STAKE REMARKS SHREDDED HARDWOOD HEIGHT MULCH (MIN. 3" DEPTH) EWP EARTH BERM AROUND BED :I PINUS STROBUS =1 III= REMOVE BURLAP FROM — ( TOP 1/3 OF BALL — II — AH _ I I I TOPSOIL 0 2' I_I=I I I III BACKFILL COMPACTED 5' — 6' — B.B. NOTE : TREE BALL SHALL BE 1'-0" MIN. POSITIONED AS SHOWN DECIDUOUS TREE PLANTING DETAIL NO SCALE PLANT MATERIALS LIST KEY QUANTI T,Y BOTANICAL NAME COMMON NAME SIZE OF MA TERIAL ROOT TYPE REMARKS CALIPER HEIGHT SPREAD EWP 31 PINUS STROBUS EASTERN WHITE PINE — 5' — 6' — B.B. — AH 19 ILEX OPACA AMERICAN HOLLY — 5' — 6' — B.B. — AR 21 ACER RUBRUM RED MAPLE 3-3 1/2" — — B.B. — CM 5 LAGERSTROEMIA INDICA (LAVENDER) CRAPE MYRTLE — 5' — 6' — CONT. MULTI STEM PCB 12 PYRUS CALLERYANA "BRADFORD" BRADFORD PEAR 3-3 1/2" — — B.B. — lAF 13 ILEX X A TTENUA TA "FOSTER/" (FEMALE) FOSTER HOLL Y — 6' — B.B. — ICC 21 ILEX CRENA TA "CONVEXA" CONVEXA JAPANESE HOLLY — 18-24" 18-24" B.B. 4'-0" O.C. ICH 35 ILEX CRENATA "HELLERI" HELLERI HOLLY — 18-24' — CONT. 3'-0" O.C. JCP 150 JUN/PERUS CHINENS/S "PARSON11" PARSON JUNIPER — 18-24" 18-24" B.B. 3'-0" O.C. RH 12 RHODODENDRON HYBRIDA "ANNA ROSE WHITNEY" RHODENDRON — 2-2 1/2" — B.B. 4'-0" O.C. LRR 355 LIRIOPE "BIG BLUE" "BIG BLUE" LIRIOPE — — 1 GAL. CONT. 12" O.C. — f20 CU. 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