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HomeMy WebLinkAboutSUB200700077 Plan - Approved Road Plan and Comps. 2012-07-189 c g-L 11 1 i AT,, 7±11 "16, L le L I GENERAL NOTES 1. OWNER & DE VEL OPER. RIO ROAD HOLDINGS, L.L.C. CORPORATE ADDRESS: 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS: 590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE: 434-987-1631 E—MAIL: Scott@collins—engineering.com CONTACT, MR. SCOTT COLLINS J. TAX MAP NO: 06100-00-00_ 18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT,• DEED BOOK 2984 PG 655; DEED BOOK 699' PG 699 PLAT; DEED BOOK 160 PG 107 PLAT 4. ZONING. R-4 (RESIDENTIAL) ENTRANCE CORRIDOR. NONE 5. WATERSHED: MEADOW CREEK WATERSHED 6. BUILDING SETBACKS.• FRONT- 25 FEET MINIMUM SIDE.• 15 FEET MINIMUM BACK: 20 FEET MINIMUM 7 DENSITY 48 UNITS (TOTAL) 34 DETACHED SINGLE FAMILY UNITS 14 ATTACHED TOWNHOUSES 48 UNITS / 1301 AC. = 3.664 UNITS/AC. 8. PLANNED LAND USE SUMMARY TOTAL PARENT PARCEL AREA: 13.101 AC. ACREAGE IN RESIDENTIAL LOTS: 6.94 AC. (53- 0/1-1) TOTAL RESIDENTIAL LOTS: 36 ACREAGE TO BE DEDICATED TO PUBLIC USE (ROADS). 2.02 AL (15.47.) A CREA GE IN OPEN SPACE TO BE RESERVED IN DEED FOR COMMON USE OF LOT OWNERS IN SUBDIVISION. 4.03 AC. (JO. 87.) ACREAGE IN NON —OPEN SPACE TO BE RESERVED IN DEED FOR COMMON USE OF LOT OWNERS IN THE SUBDIVISION: 0.111 AC. (0.857) LOTS 1-34: DETACHED SINGLE—FAMILY HOMES WITH ATTACHED GARAGES FACING STONEWA TER DRIVE AND STONEW4 TER CIRCLE LOTS 35&36: FUTURE SITE FOR 14 TOWNHOMES SERVED BY NEW PUBLIC CROSS —STREET ALL PROPOSED LOTS EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION A'2. I OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 9. SUBDIVISION STREETS. CURB & GUTTER 10. WATERSHED & DRAINAGE DISTRICT MEADOW CREEK 11. ADJACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT STONEHENGE SECTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLA11'. TMP 61A102-02A, NIF STONEHENGE HOMEOWNERS' ASSOCIAT70N, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T IMP 61-183, NIF ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLA I, D. B. 454, PG. 654 PLA T CURRENT USE.• RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE 631—RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 12.DATUM AND BENCHMARK REFERENCE.- BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY - KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 13.CRITICAL SLOPES (WAIVER APPROVED WITH SUB 2005-241): TOTAL AREA WITH CRITICAL SLOPES.• 3.17 A C. Z OF PROPERTY WITH CRITICAL SLOPES. 24,57. RESIDEN77AL LOTS IMPACTED BY CRI77CAL SLOPE DISTURBANCE: 8 TOTAL RESIDENTIAL AREA WITH CRITICAL SLOPE DISTURBANCE: 0.28 A iC. TOTAL ROAD AREA WITH CRITICAL SLOPE DISTURBANCE- 0.10 ACC: % OF TOTAL PROPERTY WITH CRI77CAL SLOPE DISTURBANCE. 2.93% 14.MAXIMUM BUILDING HEIGHT- 35 FEET 15.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE: 10.26 AC. (DOES NOT INCLUDE IMPROVEMENTS ON L 0 IS) 16.NO LUMINARIES PLANNED FOR THIS DEVELOPMENT SHALL EXCEED THE 3,000 LUMEN LIMIT THERE ARE ALSO NO PROPOSED STREET LIGHTS 171CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONS TRUC TION PRIOR TO S TA R 77NG WORK. CON TA C T ENGINEER IMMEDIA TEL Y IF L OCA 77ON OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS To BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 18.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 0 3/6/07 ORIGINAL COX PLAN SUBMISSION 1 6/8/07 REVISIONS TO COX PLANS ADDRESSING COUNTY COMMENTS 2 8/31/07 REVISIONS TO COX PLANS ADDRESSING COUNTY COMMENTS 3 11/8/07 REVISIONS TO PLANS BY COLLINS ENGINEERING 4 3/20/08 REVISIONS TO PLANS PER ALBEMARLE COUNTY REVIEW 5 5/27/08 REVISIONS TO PLANS PER ALBEMARLE COUNTY REVIEW 6 10/27/08 REVISIONS TO PLANS PER ALBEMARLE COUNTY REVIEW 6 11/25/08 REVISIONS TO PLANS PER ALBEMARLE COUNTY REVIEW ALL ALL ALL ALL ALL ALL SWM1&SWM2 S1,S2,S4,R3 CONSTRUCTION PL'ANS I R1 14 1 � I 111 &011 19, to I 1111 "'1 rmtlfj 191" 10 1 "MA 11103P.71MIN L. SIT UT F 200' \E\ h'> CURREN OWNE DEVELOP 0 M1111A UIRKO7* U11iky "10 V!. - - n" CHARLOTTESVILLE, VIRGINIA 22903 COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293.3719 DROPOSED ALE i�i�D REZONKG APPROVED by the Albe.rnarle COLinty Gotntnunitv Development Departrnpnt Wtf,, —1 c i �3 1 0) - 0 1 -)_ 7- File -VICINITY MAP SCALE: 1" = 1500' LEG END ROADS EXIS YNG CUL VER T CUL VER T DROP INLET & Sj7?UC77JRE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-JA DITCH DEPTH OF EC-J4 VITCH EC-2 DITCH DEPTH OF EC-2 DITCH rW.'Tz&_AN' �PZFJ DRIVEWAY CULVERT BENCH MARK — — — — — CLEARING LIMITS _V_ VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOPIBACK OF CURB TIB DENOTES TOP OF BOX Sheet List Table Shieet Number j Sheet Title T-1 I COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN E-2 EXISTING CONDITIONS S-1 ROAD PLAN S-2 UTILITY PLAN S-3 GRADING PLAN S-4 ROAD PLAN DETAILS s-5 ROAD PLAN DETAILS S-6 TYPICAL ROAD SECTIONS R-1 ROAD PROFILES R-2 ROAD PROFILES R-3 RIO ROAD IMPROVEMENTS DP-1 DRAINAGE AREAS DP-2 PROFILES DP-2A PROFILES DP-2B PROFILES DP-3 PROFILES DP-4 PROFILES DP-5 DRAINAGE CALCULATIONS DP-6 DRAINAGE CALCULATIONS LL-1 LANDSCAPE PLAN I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance,, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist, Signature Date DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY TY VIRGINIA DEPARTMEN7 TION �::3: Uj Uj u� Uj Uj Uj LU Uj ul > > > LU z z z z C6 0 0 0 z z U0 D8 vi U0< zUYa < X z W jc�f 0 Co LU 0 —1 0, < W LU ('n t>u -j LU CL 0- 0- < 0 V) W 0 W W U) U) 000r, OLU ) En �4 ly- >H P� z z (1) > > > 0 C) 1­4 > Uj W W W itU) -.4 Uj ce Uj C� 0 C) C) C) C) V-4 0 00 C'0 C,),:, r" Ln rq 04 (y) Lr) U) z 0 ar QL L_ z 3 U 4J 0(3 D z it La ED z Z U) Lj t V) a Z C'_ S: 0 L_ 0 0 04- U 0 0 0 z U-1 *0 > 0 0 0 41 U U 0 CL ) 1­4 X 0 > 0 41 0 :3 0 E coo U Z.0 DaY U Ld 41 to U-i _j C 0" 0 00 0- 0 1 >' '0 0 C Uj a�P 02 41 0 0 0 -0 0 E - � E LU 0 _j 0- F_ 41 F- t_U 0 0 Uj 0.0 0 U) 0 4j SCALE 0 6 AS SHOWN EO > SHEET NO. 0.0 0 - I I 1� I -- I - -T I \ / (� \ ,\ ,\� \ 1\ \ 1\ \ ,\ \\ \ \ % \1 \ \\ , \ \\ \ , \ \ \ \ � \ \ I " \ 1\ \ \ `1 "., 11'1,�, \,\, 1\ \� , 1\ NO TES 1�5 14�,,�\ \ \ \ \\ \ , \ I \ \ \,,, \1 - - , � \-� �� , i I-..- \/ \ \ \ \ I \ \ 1'� \ -1 // // R-/ -� I --- \ 1, \ \ \ I 1� \ \ -� <.'\ / I . I \ \ \1 � \, \ I / I I � �!�,�-�F,41-��l , -- --1 -- ---- I --� \ I , I 41'�"",�, I , 'F', -�"` � , -- -- _-: :: I -�-- --�-"� �,'R�N,I�F�� I � "� \ \ --,--- � ��,� ---1 \ \\ , - � \�, - �\,-"--�� ) . I - -� -- ----- � \1 \ \1 \\ � \ I \ \ , � \ \ � \ \ \ \ \ \ \" ,,,, \ 1� 1\ \ \ \ \, 1. HORIZONTAL DATUM. MAGNETIC NORTH 2005. - , I , / ­ 1 � 1- --j ----- \ \ \ \ \ \ , \ '\ � \ \ � - - - -- - � I,'-- � -----L-- -- 11 'Do, �� --� �: --- � \ \1 \ \ \ � \ \, \ I \ I'' \ \ \ -- , I �-, -, "--�l , \ \ \ \ \\ \\\ \ \ \ \\ � \ , � I � � � I \ \ ,� --::::L -- - -- - -- -- - I ­j \ ler-­ 1�1\ � � , \ N I \ I \, I \ 1\ 2. VERTICAL DATUM.- NAVD-88 --- ��- �l \ \ \ � , � \ \ \ \ \. \ � 1, 1-1 \ �, --- /1,11 \./ \ � . , � \ " - CITY OF CHARLOT - SVILLE GIS CON OL M AS & A, �,,,,� x- /, \ \ `�', � \ \ \ BENCHMARK. ,S& ,3 .,,\ , ";ii'l 0 � \ \"� \ I 7E 77? ONUMEN T S TA TION #1 35, A BRA SS DISK L OCA TED OFF 4 ,S&V - --- "��. -' � ,\ � \ \ \� \ � \ , � � \ ,,� \ \ ----\ , _ EASE, ENT � \ 1\ \ \ \ \ \ , ,�t.l 'M . 12,3 - 13 --- -1 I r, ,�� v ,\ \ \ " I PENN PARK ROAD APPROXIMA TEL Y 0.1 MILE EAST OF THE INTERSECTION WITH RIO ROAD EAST ---- �- \ \ 1\ \ \ \ � � \ " 1, I \ - I � 1�1 IN/ 0 1 \� \ \ \ 1�, -� , \ , - - - \1 C, � . \. '�� � \ \ , \ I \ \ � I 1. I , 4, Pq'722 ml 4" L ----��,�-',�' ��- --- �� \ \ I \ , -\� ,,, \ � '� \ /' ___ � , , - � � ,-, I - \ \ 74 PLAT ---- - , ,- , \,\ \ \ \ \ \,\ \ \ \ \ \ \ 1'� ,, \ \ \1 -1--, ELEVA TION=468.09' -- .-- ----- ---L�,�-\\\- � --- \\ " , \ \ \ \,�, , \ \, \ \\ ,\ \ ,\ \ \ \\,\ \ 1, '�l , \ ,( -,,� , N \ I 1, . \ 1, \ \ I ��-- ,� � , - �, \��,�\ \ � I \ , \ ,� \ ,\ \\ � ;`�I . \ \ \ I \ \ ., " I ----- I'-, X�,r'-�-,, ,--"" � ,- ��-14- ,E -- -,�-1 \ I \ � \ \ ---:� ' '!" V \ J. THE LOCA TIONS', OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMA TE WA Y ONL Y E 11 --��vCsS-------,-- -i� ""'/ L 1 ------i--- ---­::� --- / < � \ �\ \ , \ \ \ \ , \ \ \ \ \ - �' TRA`77��,,,��� . . . . . . . . ' o;-�11�,�T--� ---- . , �,I,i�nmf` - ,-,,,-,Il'lt� - , -11 --- --��=-.,vn-!�� -�5qz " � \ , '� <C\ ,�� . . . . . . �� , ,,�,�n'� -- - - K�g�, I � � - , � , �,'�W;,--",-,02 � - \ \ \ \\ , - ,,,,�����T!�,�.�,,;,ai,.,,�,'�,�!,F;�,�I il�� -- I \ , \ \, ,\ \ ---:� ---�� , --,-,-, , FOLLOWING SOURCiES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES- FIELD SURVEYS OF , '-;�"14 � . . . . . . ���7 ----b Pvc ss \ \, , ---1 , , TH I \ � I..""V-�,,�,'2t�,�,,��-,t,,�,-��,�� ........ �,, -- -::--�- -� � �,, -�-----L-, -- 1�1 , \ I -� - �,��, , - , - 1�1 -- Ll � \ \ \ � - � 111 0*�, \ , , \ � � \ , \ \ \ I , \ , \ \- �3 ), , . -�,�,-,V��Df-""," ")\ � \ \\ \ \ , � - ", " �`) '!,�',", 1�t'- - -* - - -- ,�� Ilb �4 -- 1�� --- --- -- ". --��` � , \ \ \ \ \ -� � " . - � .�&�-1 -- - \, " \ \, -\ \ ) MARKED LINES ANjD TOPOGRAPHIC MAPS, AS -BUILT PLANS, AND SITE PLANS PROVIDED I , 1\ , ,, �,,I�z,�,,�,�, �, ,/ � \ I TAX 3A' - - - � �J,,'? 1�� . \ I ) �� ., - �, - - �� , -"' '- L�-\ ",)" � \ \ I 'I, \ \ \ \ , �,.- 1. 11 ---- - ---, - �-214�'�, -y't-', , , 1�1 � -�,\ (� ,�,l -,\ � ) � I . - 1\ �- ---- " �,�- 11$1 '� j " I BY THE UTILITY COMPANIES. ,- , 1�1�--ll , \ ' - I ", -- - , �� 1�� , n:�� - ,::� --- - -�, \ I \ \ \ - - -'�� I - , ,,',�k -11�,� ", N",�,v " ,� \� \ - ,\ - \ \\ \ 1\ \q - - � lll�- -- -- -11�- � mvm� I 1p \ � \ \�, ��,, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM '�y NO UNDERGROUND, INVESTIGATION OF UTLITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT ,� _5�� /�- ---� ,�� � . r!, wo,�, I � � - r� - ��- A, , -,�g,,�F � < �! �-�,isl`� 36"RCO, SD �,;�' I I \ - /--1 gQ �"; �f'-,',tf-- JV�,I �� � I \ �l 1, , �,�� ll�- - \ � -/'��A--. , 1 ---;�5 �r��- -- %-Z" '�,R'� -�Z:��---�--, - - --l. � , , i cg ----- I \ \ \ I � - \ - -./ 11 - I- --- - �- - �l \ � I I I- - , � "Q, � - LOCATION OF ALL EXIS77NG UTILITIES BEFORE COMMENCING WORK. -- -� -- .,�.--'J" -,,, , - � �, " --, , - -,� N - -1 , � � \ � 1\0`\ � , \ \ \ �- (��-";�- \ \ " \' 13, -')�,\ D.B. 3013, )�le , � IQ � , THE CON IRA C TOR A GREES TO BE FULL Y - -- , "', , - -- - - -p� ---- ,--�-,- �--- � x -- -- ,�:, -', � --T , -�,- ,,-'- - -- �, ;� - - 11g, 'R / \\ . \ �\ 'I; \ �'\ ) r- ) ,,, , " 1�', --�-,��,, H M 'PORP- ll�� 10 - - , �- � �,�'lu,,�� / -',q,� - _j � RESPONSIBLE FOR ANY AND ALL DAMAGES W ICH IGHT BE OCCASIONED BY HIS OR HER FAILURE To EXACTLY -1111) , I gv,,111't,� 10 I I . '.. wt M1, -1 , -,,A,�, , " % K 1@�',, �. ',,� --- \ t--)�, � --\,) ) - �� , ( I 1'11�' LOCATE AND PRESERVE ANY AND ALL UNDERGOUND U7LITIES. , ,,, � 01. All L- , � ?-- , - -- _,, . � -��\-�-��t"� ,,�,\ , - -- �� )� , -- Z, - � ,-�,�, -::7- 1 - -- 7, -, m I \ \ � I , �-,`fr,`Il�,,�, . � ---- -I - 01�- I & -- ., -- 11 - ---7----�- ---- - >�pl "I' , -1111.illl- - '�'�, - -,�---`\� \ \ �� - - - --� -, � �- - - ---- --1 �,r- , " 7) ��2- ) _z( 11 a �i- -�-- � 1�1 ) - / , -- 1��,- pop, __>Z�-, D.B. 691, Pg 798 P LAT ' ' , � , ,`� I'' - \ -- �- \�_- - I- '' I � ,.;;;� ""' ." 1 \, \ \ \ � \ - -y� � -� , " \ 1��; �; , -,�� I -- � 11" -- R, \ , �, j , � - 1� - - �N � �' 1\-�L, �-1 - " , " - --� ,� V I - , e , R , 0 §1110, - �, / - -�-- I I � - --,--� Q-4n- eg-�;� I ,- -131111.11--- �<$'---\- I i \ 1\ �, \\ " '�' -, -� - � \ , -r,�4 -- f - - -�- "/-, I , �, W I'll -A-', .. \ �,� , ,�', / , --� -, -,, .`mk '14�, , � , � )� \ -/--) ,-?= - / N 111 j �-- -, I , --�-- \ IN, � /' - `� , t, ?V,,q-� - --,�l \ � N-\ ll� - -� z- , , i < e -- ��,11101 "a 6�� �",wftv, I , � -� � " -,�� 7, -,,,, � - ',!�� ...... --�� --, )V� , --�- (), 5b ) �n, , , , � I \ \ 7 1 1 lq� "" , -, - ll`;��-- I \ � I I - I- , 4. TOPOGRAPHY A,ND BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES. SITE WAS SURVERYED , I � � ,�, g �/ .-)'-t , 7e -:��-�-L-�-��. -------,I - �,,�,'�l � v -) , \ I \ I �F 7 \lte, , - �`F �,-. 1�-1 � ;-- - :,.� ,, --,� , . \ lll�-,w�;p4t.-.l � -7--� 1 1 � \ � 1� -,----<�- � �� \ _ -- � -, !1� -11 -- � , I- \ \ --'\ , \ 1\ 1, "' - 1�, �� ----�--- --, �,, �\ � �`Il �i`,�,"; I. -- - - id��, -� -- ,�ll "\ � \ , \< IN DECEMBER, 2006. TOPOGRAPHY WAS VERIFIED BY COLLINS ENGINEERING IN OCTOBER, 2007. ��, ', �*,, �, - - ,-) - -- , \ \ � \ ,-,-` �--�" �; - -- �T j )l - -� � �- . \ �(�, ­1 , ,� -, -7� 1� 1�1 '� Y- 1�� AMIN,- � 44, --� -�l � - -� _\ , \ -� � , , , \ I " '�IEIX�Y �� Ill n, ( --,-�/- - � * I \ \ \, \ \ \ \ . 11, , Z�,� � " "' , � �x ,. j \, � �g, lli - ., ,�' 0 I \ -A--::�-- ,� , I �' "I " � , \ \ , \,V� - I , , ,\�� ""A", "", Rl- - 1) -11, ( -�- , -�. - - - - - - � - - % """', / " - - ,,Rnll, , / \ -�� , , � \ � , \ ,� - , � , , �- - --- \ ,�,, , ,/ .-- --- - - -,,� - , '0,"�,�: ,,�,,,- I -- �j,,;p,',"f,' ,� - �,-�� ,-4 - _@ ,, ,- � -/ I � \ "I , It I � � , � --- ---,� -,- , � \ \ - \ \\ S 11 I I Pm .. , � , 3 \\ \ " � � "I'll "I'll, ii " R , -, - , - -,-- � - ( --- -, " ��; , R�, . �- - I � , , 7 �-,,-­,,--�� ... I ,,�� I --- ( X" , � V, 1, , ,� - - \ - -------, E- 1�/,-� I -- � �'-5x,�--- -� �,- Z�,�/ �,,$`,, 0�vl , /- - " I )" j " , ') �� :> \, , It, \ lll�-� � , - I , ) , - , I ,\,�'Q-e,�-,):-, -" .� --"�- r):� --i �- ,- � 6-411,12/p, j - -�l ,, � - �� ��,��, 4,�'� , �� . . . . . , , ,%,uganx�,- - - , 11 , -- , ----� \� � `,�q \ \ F ." -I- 1, , ;?,o ""? , - ,� --- ., s� � � , ,-, � I - / ,, ? (- /, �� � �< , �� _� , � t �-1 , �, , ,�', � ) , --,---," J- a -C�� � I -- - �%' 11,1,1�',§,"�-7,A�'A, -'4- / \ 1\ - � - "o g,,,,,�,,�,',,t,v,�l ,- r -4� ll 5211 "I", - - d /- , 1, - ,-- -� - � I , - -­,�'� 08-1 - I',- . \ \ \ \ -�- �� �,>-, " , I , 1, "I 5. 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D.B. 2897, Pg 464 ROCK D.B. 665, Pg 147 1AI OUTCROP D.B. 691, Pg 79,8 PL_*T% ROCK ROAD CONSTRUCTION DIVIDE LINE. OUTCROP ALL ROAD AND STORM WITHIN PHASE I SHALL BE CONSTRUCTED BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED FOR TREESDALE PARK V4 RESERVE FOR 2063 FENCE COMMONU 001119 -A Ar 41 OUOCK 7 RUP I j \ �1 GRl� O OUTCROP ,__ n 11 Q RO K a a SHADING 6DICAT �o NEW ASPHA' T PAVINP Q TEMPORARY G I EASEMENT TREESDALE PROPERTY i 1 BEGIN S�V & CG-6 BA,KErB,��L �OVIr�..J ICr\IC I �T BUMPER BLOCKS ( P II CONSTRUCTION/ "STONEHkGE" ECTION U� 1 EASEMENT; Ca.F�- q D.B. 5f,g 3 4� �/48 An MAP 6iA1-02, PA(iCE� A ' BEGIN08 } ---- -�- D.B.5�gS 04 PLAT - _ -- ' I N F STONEHENGE HOME ERS' - - �.-� -CG-6 - ASSOCIATION, INC. r<^> - r - D.B. 5I70, Pg 278 y� k x� r I EX. 1 / D.B. 570„ Pg 266 PLAT CG-2 j - -- - . ---� D.B. 545„ Pg 654 P T W� x / ZONE R6Vf��✓�� CROSS -HATCH IN ICATES I LIMITS OF 2 SM-9.5A vrf, I J - l ti / PAVEMENfOVERLAY I .f _ u, yfiv h ST 31: D11313. L = 10' TOP: 472.2 INV OU1t: 46 .5 ST 30: DI-3C, L 6' i (REPLAC� EX. DID _ TOP: 471.5 -u INV IN: 467 L� I EX. INV IOt�I: 67J Y BEGIN RI 1, ROA SCALE IMPROV� ENTS GRAPHICW1`; ` ', a`t r� x 4 l . NOTES: . 40 80 160 1. SEE ST R-3 FOR R O OAD I ROVEMENTS. �a 40 0 20 S Ty MALL EDGE OF EX. EP AT S \ Q/ > J >% �� EPLA E E . DI �2. $�HEET S-4 FOR PI ALP MENT AND STREET SE TIONS. ��r', . �_': THE INTERSECTION OF �AND XTEN EX. ry , SHADED A�E�NO E /MIT PROPOSED ASPHALT PA�(ING. � oNEHENGE ROAD FOR ( IN FEET) .�! '✓��NO Y P E 5 TO $T 30 4. STREE 1 REES 54 50'O.C. lTYP � ; T A FLUSH T1E-IN 1 inch = 40 ft. / ���701TE-AS 1 � C � anti. EGfR! SW i \ & CG-O / CUIRVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD Cl 62.65' 200.00' N33039'18"W 62.39' C2 89.73' 200.00' N29046'35"W 88.98' C3 90.22' 200.00' N29050'49"W 89.46' C4 107.29' 200.00' N58008'18"W 106.01' C5 90.12' 200.00' N6003555"W 89.36' C6 37.17' 120.00' N39014'08"E 37.02' C7 35.33' 120.00' N38047'45"E 35.20' C8 92.63' 650.00' N43008'51 "W 92.56' C9 39.65' 700.00' N40041'14"E 39.64' C10 24.69' 620.00' N41 °10'08"E 24.69' ST C2: 15" ES-1 \ INV OUT: 472.0 CROSS -HATCH INDICATE: LIMITS OF 2'" SM-9.5A i�.AVEMENT OVERLAY ST C3: 15" ES-1 INV OUT: 474.5 r. R=12gg5. ' ". L=10.6� ST C4: 15" ES-i INV OUT: 475.( ,--EX. EP �SCOTT R. OLLINS'� U � ,T-) Lic_ No. 035791 �t, �s`�IONAL E��1 1 y i a L jL.Li uj x0 z ® O Q 1 1 h � U J _j _j I O_ 0�,�¢�; Ca ' m C tx L.L Lu Q ui z � Lf)z z z z O O 0 cn cn cn uj ! W ow 00 Co � o CD CD a o r" o TIE R of o E ,I Lu I V 1 • q.\.}j+. 0 CL 4 - L <ULmL e u A 42 LLJ06 C z Lij n b7 Z U) v z � W z 1 aZ ° a r -ri CIL o i 0 _ wU6 0- AV I m c U F-4 L QCL Lf r H -0 X 4 u > O N C r o ul F__4 Coo � v z� Z z z o ui I 0 W ci uj EX. P �"�"� U O U W `g 0 UU �° z E w O o` n 41 CL U) c; SCALE ° 'w v 1,� _40' U v c -2'x2' YARD G i TOP=470.31' ° N �0Di=467. SHEET NO. 0-0 S- 1 N d 1�- 3 CD Z Cf) W Z NOTE: 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 18" 11 WATERLINE. C-MLI11F­ I FNJA\, 1 %Jr\ SHALL USE LFUIZ- DILIGENCE TO PROTECT THE MVVO/-\ 10 WATERLINE DURING CONSTRUCTION MINIJ MH-EX 'D CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 18' STING STREAM 4\ WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE 6"fcp- Y E PROPOSED UNDER TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN SANITARY EW R PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 18"xlO" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING; TREESDALE PARK SITE PLAN THE PLACEMENT OF THE 18"xlO" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO CURE FOR A MINIMUM OF 24 HOURS PRIOR TO CONDUCTING THE TAP, NO PERMANENT `.A CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY CONCRETE S VE PROPOSED ENCASED PIPE FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET 3-5. MH 1 2. ABANDONED WATER SERVICES ALONG THE 18" WATER LINE SHALL BE ABANDONED AT THE MAIN. CALL RSWA 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE AN INSPECTOR FOR THIS WORK. 10"WATERLINE 3. ALL M.H. TOPS ADJACENT TO A ROAD SHALL BE SET AT AN ELEVATION FLUSH WITH THE BACK OF CURB TO ENSURE IT DOES NOT SIT CONTINUING TO ABOVE THE CURB OR SIDEWALK. TREESDALE PARK N.- MH 18 MAY REQUIRE A WATER TIGHT FRAME AND COVER, TO BE _/10'DRAINAd\ S DETERMINED IN THE FIELDzx 0 Fan BY THE ACSA INPECTOR EASEMENT 0 + S20 DI-213 L=8' iv 42*37'42 r SANITARY SEWER SCHEDULE M.H. - M.H. DISTANCE (CNTR-CNTR) BEARINGS (CNTR-CNTR) 21A 21 124.79' N47*2733"E 21 11 8 1.29' N4104631 E 11 1 1A 168.53' N42*07'06"E 12 13 N11.961 N60*27'08"W 13 1 JA 120. 00' N42*46-'12"W 13A 14 144.15' N26-5628 Plw 14 15 233.16' N42*29'36"W 15 16 74.62' N4 7*2 1 '38 "E 16 17 124.32' NOOO 11 'l 0 PIE 17 18 119.3 1' N30*3 1'21 "E 18 EX 98.36' N 11059'45 **E 19 16 182.68' N84*2936"W 20 15 217.83' S42'13'59 "E Pipe No. Size (inches;) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) Sl 36 13.0 31.0 32 S3 30 12.75 30.0 30 S5 1 15 6.0 15.3 20 - ---------------- S7 24 8.0 20.0 20 S9 18 8.5 20.5 21 Sli 18 8.5 20.5 22 S13 18 8,0 19.5 20 S15 1 15 6.5 16.3 20 /C) 4� '' I / n �, r ' S17 15 11.5 26.3 27 S19 15 13.5 30.3 31 S91 15 6.0 15.3 20 S23 15 7,0 17.3 20 GRAPHIC SCALE S25 15 8.0 19.3 20 S27 18 8.0 19.5 20 40 0 20 40 80 160 R S29 24 9.0 22.0 22 S31 15 6.6 16.5 20 S34 15 6.0 15.3 20 IN FEET S36 15 8.1 19.5 20 1 inch = 40 ft. S38 15 6.4 16.1 20 S40 18 8,0 19.5 20 842 15 &0 15.3 20 D-1 'ARD GRATE S44 15 7.2 17.7 20 TOP S46 15 8.5 20.3 21 Rrjj8%S.l I 0 SC COUINSZ Lie -No, 035791 L 3: 3Z 3� Ill uj uj uj U-1 uj Z M Z 0 0 0 u u u U) 0� uj Lu w Zuj < < 0 Z Z 0 Z LLj ca uj cc uj 0 -j -j < <CC! -j > III Lu w U) Z Z Z 0 © 0 > U) U) ul EXISTING WATER uj uj uj Lu METER TO BE REMOVED TEMPORARY BENCHMARK RR SPIKE SET IN BASE OF uIlLily POLE #UH77 ELEVATION - 487,25' /�E�XISTING AIR RELEASE ui uj Z Z 0 0 u u U) 57 Co Co UJ fl. U) ui 0 Z a - En Z > 0 ui 1-� �, U) uj ce -VALVE co 00 C> Co W 'Ln C) r4 0 M -I m In TAP INTO EXISTING 18" RIVANNA W/L WITH 10"T.S. AND VALVE. SEE NOTE Ol' THIS SHEET. 911 EXISTING WATER METER TO BE REMOVED 2'x2' YARD GRATE TOP470,31' NV OUT=467.7' EXISTING 18" GATE VALVE AND AIR RELEASE VALVE Cy) CY) CO 10% v J ALM CY) W 0 CL 0 0 CN 04 W > 4� uj 06 Z E AV AV _j wL35 Z Ys is > Z(f) rl Lij 0 0 F- Uo 0 P .S; 0 17'11 F- L- 3: oa C) v I Z) U) x 0 w 0 F- Z.G U) 0� -X Lj W F w W Lu 41 F- 0 0 0 0 0 w LLj ry ;;Pp 0 ry x :rl < 41 c) 0 C) 0 U 0 In 0 1-u ujchi. .2 cn 0 SCALE: 1 =40' SHEET' NO, 0- (D lqqw S-2 0 (Y w Ld z 0 z LLJ V) z O C) 4- 0 LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMI T SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 77?ANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT: WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MA7ER/ALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICARONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BET7ER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Nl. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Gtner°al Construction motes for Stivet ('Ibis list .is in addition to the Genera, l Construction 'Notes') L Construction inspection of all proposed roads within the developrnetit will be made by the county. The contractor must notify the Department of t-imunit Development (29 - 5 2_) 45 hours in advance of the startt of constriction. 2, %lpon completion of fine grading and preparation of the roadbed sub rode., the contractor shall have CBR tests perf rn-ked on the subgrac soil~ (3) copies of t test results shad be submitted to the County, if a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by • design engineer and submitted with the test results for approval. . Surface drainage and pipe discharge (Dust be retained. Within the public right-of-way or Within easements prior to acceptance by t County. All drainage outfa3.l easements are to be extended to a boundary line or a natural water urse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments Will be field verified .at the three of construction. Additional guardrail may be required .at locations not shown when, in the opinion of the jaunty Engineer, or designee, it is deerned. necessary. When guardrail is required, it shall be installed four (4) feet offset horn the edge of paverx nt; to the face of guardrail, and roadway, shoulder Widths shall be increased to seven (7) feet~ 5, Where urban cross sections are installed, all residential drivew av entrances shall conform to VD0T G -9$ A, B or Q. & Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE- I. 7. on'a,pliance With the minimum pavement Width, shoulder Width and ditch sections„ as shown on the typical pavement section detail, shall be strictly adhered to. a Road plan approval. for: subdivisions is subject to final subdivision plat validation. Should the final plat for this project; expire prior to signing and recordation, then approval of these plans shall be. null acid void. . All signs, or other regulatory devices shall conform With the i irgiraa Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer: NOwn, in the opinion of the County Engineer, or designee, they are deemed necessmy in order to provide, safe and convenient access.. 11, The speed limits to be "posted on speed limit signs are 5 niph below the design speedy or as deten ii d by VDOT for public roads. 12. VDOT standard "D- I or D-2 cross -drains under to be installed under the subbase material. at all cut and fill transitions and grade sag points as shown on the road pro►files.. 11 A video camera inspection is required for all storm sewers and culverts that, are deenwd inaccessible to VDOT or County inspections. The video inspection. shall be conducted in accordance with VDOTrs video camera inspection procedure and With a VDOT orCounty inspector present. .ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE RE14OVED NECESSARY WITH D REPLACED WHERE N F WAY WIDTH AN E FROM THE ENTIRE ROAD RIGHT O SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN 7HE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COAT RC-250 @ 0. 3 GAL./SQ. YD.). S. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERM/ T ISSUED B Y VIRGINIA DEPAR TMEN T OF IRA NSPOR TA TION MA Y BE L OCA TED W1 THIN THE STREETS RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRA/NS (CD--1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTA/ON SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE 10' MUL TI-PURPOSE TRAIL 2" PAVED SURFACE '\---- 6" 21-A STONE BASE A/1I/ T/--1P/ 1ppnl:�F TPA// NO SCALE (VARIABLE WIDTH) 4 " CONC. (J000 PSI AT 28 DAY, OR S TONGER) _r Z- I n .✓ a vrVL_ ui-n.✓a CONCRETE SIDEWALK NO SCALE EW-"1,1A x 0'. ROTE i TSHAPE TO BE BEVELED ' WITH MORTAR----' SLf DO NOT BEVEL N4VER'T - r t� L�-------0-�- NOTES: 1. "FI" MAY BE REDUCED UNTIL `X" REACHES A OF 4" WHERE ENDWALL $. BEVEL EDGE IS REQUIRED ON THE HE AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINEId Nti CASE SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERTL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST I9 PLACE, EDOE OR BEVEL EDGE. 3, ALL O1 Z T N PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET S, LINE, SHALLOW F WHERE ENDWWALL ��L ARE 1'ORLESS CONSTRUCTEDBELOW W SHOULD TH GRADE OF THE ROAD. 4. THIS STANDARD? TO BE USED WITH STRAIGHT CROSSNGS AI) ALL SKEWS 40"TO 45" ). 9. Y4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFA.CTUREWS OPTIO S. WJDWPLL TO 9E BEVELED IN ALL AREAS EXCEPT WHERE A CONFL4CT WITH INVERT OR WNGWALLS OCCUR. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT t2'" tv 1131' 2r" OR ; r z,., OR w sr OR 1n A a.811 01.1 " W-1111 1'_O�. 11.01,, a sae,-Bel J "111n .5 ] -V T-3 t 11-6" lP_91. 2#. O" C t'-4" 1"m`3" T-9' 2,,2" 21_61, 2'-9' W-a" a,-T1 a1b8,. al.a„ tI 3'-21v 3'-W, 4f_3b, R vag i L 4'®O" 5'-0" 6`0` B._011 Xy'-O" 12u_0" b 0'.,1"' C'-1/q" D'-IVJ' 01_2" 0'-2s/2' 0'-3" CUBIC YARDS OF CONCRETE GONG, PIP'c 0.241 1 0,492 0.69E 1 1,319 1 2.067 2,947 C: K PVF 1 0.257 1 0,521 1 0.739 1 1,396 1 2.198 3.145 EW-1,A ENDWALL FOR ELLIPTIC& PIPE SIZE OF £ 11PTICAL PIPE CULVERT (SPAN x RISE) 231104" 3O'109" 34"9922" 38°x24" 421'x2i"1 451x29" 48"x32" 53110411 A 01-81, O.-S. O'-XD" 01-Ir 0-1111 t'-0" 1"-0" V-01, H 11_2" 1'-5'" 11-W. 1'"8"' i'v9'" r-•Raw i-ir 1'-iv C 11_8„ 1,,11., 2--t" 2•4" 2'-5" 2'_7- 2,_B„ 2,-v, 0 V-2" 1.,,21, V-1011 2"-O" 21-3" 2'-5" 2'-5- 2,_IW, IT O, 8f, 0,-&' 01-91, O'-W, 01_914 01-W, W-011 OI_S1u H 2"-100 3.'3'1 N-7" 3'-9" 4'-a." 4'-2" 41-5" 4'-7" L 51-51, Tm2'" W-6" 9'-2" %Y-2" 1O'_1111 121.T, S T-IY' 21_6f1 21_101a 31-2' T-6" 31-9" 4'-1" 4'-5" a 1 014/2°" 0' 31/4' CN-312„ D'.4" 4'-4Y,," 0'q4Y*" O'-5'° 0°-5'/i, b 0`-2" O'-2Vz" W-24V 1 0i_3„ W-V2" O`-3Yi" a'"4," 0'-4Ye CURC YARDS OF CONCRETE CONC.InPE a.502 0.655 1.238 1 1,500 1 14" 2.101 1 2.512 2.601 SPECIFICATION REFRE6VCE EWE STA iiM ENDWALL FOR PIPE CULVERTS FE 105 12"-36" CIRCULAR AND 23"x14"-�53"x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION 101„O1 Ca -so WIDTH OF ENTFtAlCE-a lye EXPAFIN IOtRT a �I�G rrgtk L" . �a2' FYI'ALK OR SPACE W clams INcLUDEO IRrd EXPFNS" JOINT EI{TRAhICE aurrER� W uWAYM SPACE �D � 6" Vl FLOW L04E WIDTH OF GUTTER ENTRAUCE WIDTH IEXPAISIO N JOINT ABDESIRABLE SUM 122' EDGE OF PAVIEIAENT HALF PLAN A IIOX TO 109 CHANGE PA FACE OF CRUD �&'� ABED-4-svEWALK SPACI NORMAL GUTfTER 127. IW�A. SLOPE ® - CLASS A3 FOR CURB AND CUTTER ONLY - FOR SIDEWALK. ANO G BUST C(#K t�ENTLY SECTION A -A i "-- ENTRAI POF EDESTRIAN OF +'-4" IdII. LO#TSAC gg OF IACCDEESSTRUW W - - - 4 PEDESTRIAN ROUTE I� . 01. NON-TRAVERSAM F PMSTRIM ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF•WAY IS RECISNU IF THE LIMTS OF PEDESTRIAN ACCESS ROUTE W ED(TENO 6EYOW EMSTWO OR PROPOSED VOOT RIGHT -OF W DETAIL TO BE USED WHEN THE COMBINED WIDTH OF UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN T. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT • a. . PATH GTING ALL ACCES51ti31.E ELEMENTS OF A FaITY THAT CAN 9E APPROAGI 4.ENTERED MID ti, • �. Q USED BY PEDESTRIANS. .p.p.Q.p.,. IF PEDESTRIAN ACCESS ROUTES 11 ARE BEING PROVIDED, A MINIMUM 4'TRAVERSARE WIDTH 5 SECTION 8-8 REQUIRED WITH A MAX.2X CROSS SLR. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CC-7. TIE CURB FACE ON THIS STANDARD IS Ta BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. .p.n .n •o. --.' x x Sc x SECTON C-C CONC. APOIdT OF GRADE CHANGE x x 12 X MAXIMUM INCREASE IN SLOPE AT MR441M XY INTERVALS x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST V INTERVAL AND 8 X MA= MN DECREASE FOR SUCCEEDING MINPAN 10'INTERVALS STANDARD ENTRANCE GUTTED VIONIA DEPARTMENT OF TRANSPORTATION 6203f f dry/ N \j Table 4: Pavement Design DOT Pavement Design Ouide Pavement Design __.... [ SR- = 11.0 Location ADT HCV Design CBR SSV Dr Surface h a Base ;b a Sub -base h la Dp ADT ! PENFIELD LANE 340 0 340 4 4 11.00 sm9.5 2 1.67 bm25 3 1.6 21A 6 0.6 11.74 TREESDALFJSTONF_BENGEWAY 293 0 293 4 4 10.49 sm9.5 2 1.67 bn-25 3 1.6 21A 6 0.6 11.74 PENFIELD PLACE 50 0 50 4 4 4.33 sm9.5 2 1.67 bm25 3 1.6 21A 5 0.6 11.14 PENFIELD LANE(Intersection with Rio 633 0 633 4 4 13.17 sm9.5 2 1.67 bm25 4 1.6 21A 8 0.6 14.54 Road) Rio Road Lane Improvements sm12.5 11.5 11.67 Ibn-25 16 11.6 121B 18 10.6 116.91 im19a 12 11.67 bm25 14 1.6 121A 18 0.6 14.54 t. 2'-0"--1 ti. • iy. , Ia. ♦p'"P.peb +p.v•O•n Or p p i b♦ p p SECTM D-D 0.6 NOTES: 1. THIS ITEM MAY BE PREGST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST, 3. COMMNATION CURB & CUTTER HAVING A RADIUS OF 300 FEET OR LESS tALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CM & CUTTER. 4. FOR USE WITH STABILIZED OPEN -GRAM DRAINAAND GUTTERY�u�� ( TRtUCTFq TTOM OF THEARRIA�I LEI TO THE SLOP OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF C134 IS BASED ON ROADWAY CLASS11FDATIO7 AND DESIGN SPEED AS SHOWN IN APPENIM A R OF THE VOOT ROAD DESIGN MANUAL- 0 ♦/01, 2'-0' ATSTFE OPTTI N 5 CTHHE CONTRACTOR fCE COMBINATION 6" CURB & GUTTER VIM" a6PARThENT OF TRANSPORTATION L 9K IVgQ!JAWK L W AWVI (Rt9 ,. 2 fir T 7Y" TO Wt (JUG a'p Tx 4LM S 4,4 1F 'I TN 4YI.Y _ TAN:d IffiFC w , TM - 2 VAT IN i9 V tr i T Trlt "O R 9YPE6 4A ^ W1R44 TM T1110r.A I OFTU:TABLE W i1A4�s D T" T . er THE, Pawm 35 SLONsO twft t' coo Raw WAY a Owd0 . , ,A!&:+mve A4;T�i; ,I1te W FL R AT i_ @KimTr TM1RR T WER BM& POM ST t a IA3T TRiL> I4Ya. i9._ RtYR3: d'AM 04ktrM Ti(k� AD,l '$♦r3T 7mCUIM !RAiPP5 + aul raAv+mTrrT � C a45 4'art` 7m. R, t`a 'TR'tL IK.Aix# C !� Y ._. AT FPISRSir"T IR C RI 1, ETI R TF£ T 7 W*.Y A r 1A, Y• FJi I'� BE LWATE3 S&WID VEWLE STOP UaE ENS L T Fr c r��ee SrIfLrup�i� x i r :�IRR ? - T G!WI h 77,TAit . Df2 Kg1kdi4 ".. ,. ON 1,Avg AL S€TIBR$ A4" s AMP T. GTu� IG" eI fit. - ay..a , iW 4' T' " % f�CldM AIR CIFi4i)T 4-. = aG ura Y . am %r4"'%" '0 alm wTH.. THE BOTTOM OF THE CURB GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A tMl �D�E�PyT�H OF T, IS IAANiTAIED. JN,S'R :TARt1. SIMET L5 TYPE A t RPENOCULram' Ali- -1doww'm a r * 4 .. T 1YTE.F7 °N 'DR2Dry00D 0u,aao '0 IsmesO'O00D0 0000 0 1 r 0 0 0 0 0 0 0 0 0 0 0 00 TRIM&Aa( II IIW- LtE EC7,� j.. E l ARNNO oE:T I1L TL CG-12 DETECTABLE WARNING SURFACE WN, GENERAL NOTES :� aTPA%TrItE&NT ; � All E2 2ar.03 a jTable 3: Traffic Generation Summ_..____._...__ ____..._.!-___.._.___.-.________.__.._.._.._._______.--_._____ , 1 I , -- Traffic Generation Summary Location Use Num Units, ADT/unit ADT Source SF Penfield Lane -intersection of Rio Road siingle Earn. Residential 34 SF + 50 10ADT + 633 VDOT Sub. Strt. Req. page 10, sec. 24 and Penfield Lane MF 5.86 ADT VAC 30-90-130 BA Penfield Lane -intersection of siingle fam. Residential 34 10 340 VDOT Sub. Strt. Req. page 10, sec. 24 Treesdale/Stonehenge Way and VAC 30-90-130 B.1 Penfield. Lane Penfield Place simgle fam, Residential 5 10 50 VDOT Sub. Sm. Req. page 10, sec. 24 VAC 30-90-130 BA Treesdale/Stonehenge Way nmulti family 50 5.86 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 BA Table 5 Street Design ___.__ .. _, ___._._ __ _.._ _.__ _ __1_ _ .... _ _._ ... _..._.. _ .... __. _ _. _......__...__... _• k._-__ _.......... Street Design Data Street Public or Private Maintenance Design Speed mph Min. CL radius ft. Max. Grade Min. K- crest Min. K sag Min.. Stopping Sight Dist. Ft. Min. Int. Sight Dist. Ft. Min. travelway width ft. Min, ROW width Min. shoulder width Sources for Standards PENFIELD LANE PUBLIC 25 200 10% 12 26 155 1280 28 40 3 Table 1 - VDOT Sub. Str. Req. TREESDAL&STONEHENGE WAY PRIVATE 20 120 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Req. PENFIELD PLACE PUBLIC 25 200 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Req. SCOTT R. COLLINS�� Lic. No. 035791 rah � --d �-! -� •�� o� '%` IOIVAL E 1 LIJ LU LU z z z 0 I- 0 CC 0 U U U LLILLI U " __ J - I z a z z O ©< to 0 0 o UJ W CL CL Ce � 0 CD 0 r rN C� m b ,-I ri v= �- C UJ 0 .W 41 0 LDs 0 � 0-0 SCALE N/A v L. G C) N SHEET No. CL 400 tN N S-4 _N rV � NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K--81A) EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A--423) VILLE THREADS WHICH IS OR APPROVED EQUAL °� THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18" ALVE BOX GRAVEL 6" GATE 36"MIN a �° s s° VALVE ° TEE 2500 P.S.I. CONCRETE ' ; •. `' : '� .• s' BASE AND THRUST � •: ' ;� , ;it,;;.'j '� Jr BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 Effective August 18, 2005 1' COWPRES90N x 31e MALE PIPE COUPLING FRAME �+& COVE�yR kE OR APPROVED EQUAL (SEE FIG. S-I-DBE) V) P 6 �>,r_ 'U S < 1. STREET SURFACE OR NON -PAVED AREA 1.. w rL 1 40001M SOXM IRANIFORM PAM PEDESTALS/, ETc. 1' TYPE 'rO SLOPED AREA 'r SMALL NOT 1IE LLICIITpi VITHBVI THE RENT OF WAY.�� j sOFr COPPER FOR USE ON ATTACHED SINGLE FAMILY ' a <•^' A,+�w„'S RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1 -0• MAX 1•x1"x1. TEE w \ > I 1IW__ Z n IU RUBBER COATED STEEL,a - NOSWEATED FITTINGS STEPS 4R APPROVEDNO EQUAL CAST IN PUKEUJI DUAL SERVICE PRECAST REINFORCED 1" lx> REssION x 3/a MALE PIPE COUPLING CONCRETE SECTI%IS MIN' OR APPROVED EQUAL "O» RING SEALS WATER SEWER PR 30 1" TYPE 'K" MINIMUM ELEVATION Olt SOFT COPPER DWF , CEA�t.yHipV��7�S M.H. O 1�-aR,,�O+0, INLG. icy i1,! NV�1•6{.G! ���.,,,,,�L,'',�d,� w �TM W IC%TM UTIL111 `M�+ FOR USE ON DETACHED SINOIE FAMILY SHALL BE 0.20 FEET. 17Z1 yl# CClLA�O LO.ECTRiC, TEL.�"PI ., CA" ETC.) METER Its NOTTPPROVICEOM AN IRRIGATION DEPTH CIF fLt)IIl CONCRETE VARIES CHANNEL. TO BE SINGLE SERVICE 3/4 films.cs m �►nf� n1 ���p. ' e . ; ..,,.�--~-••....... -�_,� am � � EASEMENT VInTNS� VOTER OR SEVER CINI.Y - SO' IN21 NOTE: CONTRI�1 OwvV r••••• ...,�,. N SADDLES SHALL BE USED ON PVC PIPE," VOTER % rSE �MER. a 3tI' lHNiM�I CAST IRON uDar 12" w y A FILt.ETED MIVERT OR A SAK00 f 0 � FINISHED GRADE TRANSITION OF FLOW BETIEEN mmmvlm,1O" 1s" BROOKS 22Go sus Box WITH INLET dt 011i1ET P�'E SHALI_ 8E N SEE PART 3, PARAGRAPH D) SEPARATAN OF VATER it SEVER LIMES. EXTENSION OR APPROVED EQUAL �6' 1/4 BEND COUPIING QF REQUIRED) LOCKWING IN UNPAVED AREAS Pf{i1VI0ED. INN.BEDDING MUELLER NO. H-'I= 1'/27. 2') BALL I2 w, • , g ALVE Np W NO. 68 STONE FORD NO L02 44 1) �INLEi & rQ NO. L02-tS8 1 1/2') OUTLET) '�` t� ^+.,w#p �«,�" a• ,� NO. L02-// 27 36' MIN. (PLACED ON STONE) a€,41 slr !6 OR APPROVED EQUAL M�DONALD 20-209 WWDD 33 1• BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SITALI. I� to - OR APPROVED EQUAL SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SON. COMMON& > . THE CONSULTANT WILL DETERMINE WETNER MANHOLES SHALL HAVE I UTILITIES CRIISSING A VOTER Olt SEWER EASEMIENT SHalI.11 TIE AT TENDED OR NON -EXTENDED BASES. ' 90' TTl THE RIGHT OF VAX -�_ 4' STONE BRICK AS 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED do GROUTED � , ° w,;. ,w , „ \�`-�noN STOP (1 1 1/z-, 2) BEDDING NECESSARY INSIDE AND OUT. � � _. FORD ND. FAL OR APPROVED EQUAL TYPICAL MANHOLE SECTION � TYPICAL SERVICE LATERAL INSTALLATION SHOWING BRANCH TIE --IN TYPICAL MANHOLEFRAME MCOVER UTILITY LOCATIONS &EASEMENT WIDTHS NTS NTS NTS NTS FIG. W-6 G. S_ I..A Effective August 18, 2005 F1c, S...1-0 FIG, V 1 ADDED 18, 2008 TD-19 ADDTD-1 7`1142 GENERAL j ��% TD-17 A TER & SEWER CONDITIONS, 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE' ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA T7ONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552--7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF J FEET OF COVER MEASURED I=R%,' THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMER/C/AL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL AAL �. BEWM f" Mae # $TAi'R.E SOIL R.00.K STONES 1O ■MM THE I DOESN 1 REST ON ROCK AND THEN COACT THE SLIM. OR PROVW A e REDOING OF fee STONE. FOUNDA'nON IN P4W SOIL UNDER -CUT CCN+ID111ON �p� !I'gTIAL IIACKM a t Tf' M r SMLN',,, STD foe stow SlA�.E rJwrill. OR RAC ' 07E... ; I. NO ROCKS SHALL BE ALLOWED NITHIN 24" OF THE NEATER LINES. 2.1140 ROCKS LARGER THAN 6" IN ANY DIMENSIOIN SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE IMMAL BACKFlLL SHALL. BE PLACED AND COMPACTED IN G" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOW O IN THE TRENCH. 3. BELL HOLES SHALL 1E DUG OUT IN ALL. CASES. DUCTILE IRON WATER PIPE INSTALLAMN & BEDDING !ITS F11 *-z • ID--13 BLASTING TOTE'S° Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes (March 2008) 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK. Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). CONTRACTOR AND/OR DEVELOPER. J. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE To PROPERTY. NG 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF (UTILITY LINES conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 6 For sanity sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure testedprior to connecting to the system. sanitary Y q yp p p g g y .� p p g y PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the 5. BLASTING ON SA TURDA YS, SUNDA YS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all tim- ,, whether shown on the plans or not. Damage to any existing utilities shall be 6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY repaired by the Contractor to the original condition at no additional cost to the Owner. „ BE DONE WITH DIRECT ONSI TE SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF 8) permitted otherwise by WSA in writing. No grading or filling shall be permitted in the RWSA Erosion and sediment control facilities shall not be permitted in the RWSA easement unlessi". BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. easement unless permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and apre-blast survey may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10) In addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to eliminate any possible cross -connection tto the public water system. 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14) Trees are not permitted in the RWSA easement. I7LtI7:J.�w�stirac„met:ctfrtL'�•ka!W1n�.t'1"f)>,'i:.jjr� 1i:livC+t?fl 0 0♦ "y .ter fl I� LIFT: NOTCH. FINISHED 0WNQ' MORER VAIRItS UtNtJ (:�eA SCOT' COLLINS �?,' U Lie. No. 035791 ONAL " H 3-i Ft U !� iZ° 0 r- 0 0 U ) ce- UJ UJ U _J _J LL1 a � LU 0 zLLI O s ~ Ln d Q LU LU U) Ln C Z (n U) f W c } 111100'��21 L9 m t:331 CL CL Er LAM 1 IL MIN Lai P-4 U W Qom;. ,�,�+ ILL. �z LU LU jMFn Z { oUJ 0 0 0 rT� J #LLJ ,- 0 07 �r N C C .- 0/rn, U L 0 CL 3 0 u lu w I In SO. e: " a ;,p .t40 _ ayr.e/�,�,,yy�{ ,�t �+�+. yI�{ �p ��Y('y yy..�^�. 9.g�'�'�y yj ., y�{�w},y py�+• +y. ,e�� g��^ 1. OPS4 Ct1TS IN Y"AML,44 AREA 7S4 t4 sI1Y � ,I�P,:71'9f 4PT :8 a7P7 {d k: ltj. 1A�pST '61� It",4p � �y h ea � * . 0 NO Nilp}*� qp�1 ?+ to : v.:,, �FYa_ ♦y,,,py aw ( '. CUs ilr, L IeC,� . I Iz H T . CKF}II+»L+ED,' Egl��T.IR...{Et�Y' ; . a,7�y }, - ; 77 �S �* } �y�a CH i`.� .R D,�vUL�jIK,n ;: 1L1 1'! f':. 1 ;#A`7 8.QTTQM 1..- � ' .;�AYi4F.:- kaG. r7i.r;A'iAT" '�,.1 ,:.:' .yws.��+;:' ,r,.4M' �. , 1 (). .. {r ('"'J:'1L 1;G f A!!t4/ ALL TONES .iL. MW PL'�.Ll . A.. ,.,: L7 PJFC7V .', fTl �dk.i '. �W 0 .. ..,. P�J TONE iA L DE PRC3ViC lrl . 00 two > 440 0 NTERED Pli' .:SFt�I:I. BI" ;tt+15Tt�i.LECt ` A h1i /MUM tl"' � � 2 , . + 6C : 2T7. Et.26 1 2,91 2stt6 t#e 8E[�f�IIY O FICA,-:i"t.i" o 1,86 < 2,.16 .: 2 01,"SI 0 UJI 2.33 - 2.08 2 $_0.. 0.24 O 0w . I'," 2 4;. 2.$4 t1.18 � L� ,tREQ1IIRE0 M�1Et if bi t> .il1RELINIE :..CklANG "[NtCEGI +M/4 {i '? T P `, Y!lµ R . PIP SCALE ° N !kl' VAAL, S CIE 1�TLLTi 1 �� N/A PIT �> t3Oif+iE6t':`SFIALL:;. I4r#SI E"ICI tIr ?E-: =5� tiF KS. �;ONR TE TFI. UST BL.00I''S . SHEET NO. ° :v kITS rIG: 5 S-5 v o INSET A INSET B INSET C TYPI0A.L fFlGHB0.Rff00.,0' STR"T STOTIOIV C -4AV F (52' R/#r) ,STON. A.r R DMVE (SAMON C - 6" AGGREGATE BWSr) - STA. 1>f50-ST,4. 2>f50 STONZFAMR COURT (SECTION E-5" AWM .4TE BASZ) EXlTIN(Y t IIU3C I L) TYPICAL iVElGHBORHOOO ,S'TRE.E'T SBCTI011T D ( V-4RIAB.Z.F Rll#r) RIO .ROAD NOT,r >. P4Yri7fi,rYl' J IMRH TO TURN AND TAPER LAN.' COWIP14MUTIONS 2. AP -of TO B9 IIVSTWZfB IlN M T" RR9PMD M" AND a TT R ON TN,r JTL'ST SIDL' OF Tjv4r "" 07 o �SCOTT R. COLLINS'Z 1. 2" ASPHALT CONCRETE SURFACE COARSE TYPE v Lic.No. 035791 SM-9.5A � .-18��� 2. 3" ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 �SSTorrAz 3. 6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A 4. VDOT STANDARD CG-6 SEE TYPICAL DETAIL 5. SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS LU LU LU tuww� ui W W g cr-W � U 0 z z Z 66 cZ a; 000 U) i � z <<< < Q a c < N a z z w � / S>So0 cG � 1. 2" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A 2. 4" ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 3. 8" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A 4. VDOT STANDARD CG-6 SEE TYPICAL DETAIL r" m 5. SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL M in SPECIFICATIONS c� CL i F-i F- u 1. 2" ASPHALT CONCRETE SURFACE COARSE TYPE LLI SM-9.5A 2. 3" ASPHALT CONCRETE BASE COARSE TYPE BM--25.0 3. 6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A FOR STONEWATER DRIVE AND 5" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A FOR STONEWATER COURT.man 4. VDOT STANDARD CG-6 SEE TYPICAL DETAIL 5. SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS 0 w U) F--1 t 0 ulTF-4(T tom++ W 1-4 C/� Ie 1: ASPHALT CONCRETE SURFACE COARSE TYPE LLJ SM-12.5A @ 165 LBS. PER SQ. YD.""" 2. 2 ASPHALT CONCRETE INTERMEDIATE COARSE TYPE IM-19.OA W 0 .w 3. 6 ASPHALT CONCRETE BASE COARSE TYPE BM-25� LLJ 4. 8" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-8 5. LIME STABILIZED SUBGRADE 8" DEPTH, 6% BY WEIGHT0 0 6. EXISTING PAVEMENT u 00 SCALE N/A 0 A 9 v m m .t] �z �w w z =z �w Z 0J F- L u o . (, o 41 °3 03 �" 0 0 4 � w 4 uO N c � CL E10 o v 3 Z � (Y Y wa w� z w o V L jJ �c 0 V V O cx 03 V V to �C ® U O C) W� E 0 e-� 41 �- Lu � w o 0 �a Ln N j C U fi7 C VS C � O > SHEET NO. 0.0 S11 � S-6 C7 ovi -,'�Jv"\ 113-47 9 0 D 61 0 C3 z LLI La z 00 C Z Lj W z CL -j -j so L- 0 0 + 4) 0 70 4.1 4a o CL U3 s- ox (D 0 .LJ rn 0 41 0 0 CL 0 B o 0 x p :0 0 D X- 41 0 0 E E 0- 4- 0 c 41 41 0 rn w :3 nv tp Mol tn 00 Cq C14 00 - 6 O C'4 p C14 00 04 04 C14 425 Cf) S7 u) w U) Fy U) 18" RCP 106.74 LF 0 0.51 DI-2c 6" WATERLINE I420 1 Ar� /// /L=8 / / DI-2C =40 SAN M.H. 14-15 DI-7 TYPE III -A FILL TO BE'INSTALLED IN GRATE INLET--�-_____ 7 LIFTS (MAX.) AT 95' COMPACTION ol of ,CO CO 0 S29 6(6o6l��/ 410 I11 18" RCP 25.25 LF 010.92% �z z 0 of D__ >1 >0>> / / NO Co Z��-, � II i 405 i N_ (D coo CD -- SL-1 0 r1i 1-7 N -SAN. M.H. 20-16 :D z 71 z 400 0>>> z z z____ - - S3j 15" RCP 110.87 LF 08.69% VDOT STD. EW-1 395 INV. OUT=390.00 MANHOLE 33' CLASS i _RIPRAP OUTFALL 390 NOD 00 L=65', W=10', D=2' n to mao C5 II II II 385 > >zz I Sl 18" RCP 51.22 LF- 02.7 7% 380 w w _j _j w w 0 0 W LL 0+00 0+50 1+00 1+50 2+00 2+50 13+00 3+50 3+75 STR 8 — U TFALL I mm 0) 425 u) A 01)o 66 z 410 S34 15" RCP 57.23 LF 03.447. m 395 mm -4" WATERLINE L=6' i I I FILL TO BE INSIALLED IN 2' LIFTS (MAX.) AT 95' COMPACTION \L—_ 0 0 15" " kCP 124.92 1 og.( SL_l CN 00 Go 0)0 00 0 zz 0>> zl HOLE 385 ww (o _j _j fl- (D Ln Lo 00 00 ww r r,: r2 tj � W LL_ 0+00 0+50 1+00 1+50 2+00 2+95 STR 33 STR 21 490 DI-2B L=6' r,o C'4 00 _--o.)__ 00 4" WATERLINE 00 0 00 485 CO 00 00 10 0 DI-2B Co E 10 WATERLINE L=8' 8" WATERLINE--\ / L0 4- u) U) 0:� DI-28 480 z DI-2B_ L=6 L=4' -3, to 475 c" r- r / 2.3' ui _. - -- ----- - ry:2E I- - U) 1.01MIN. 2.0' ul Lo 2i 1* 0 0) Coco Lo to > 0 � I- r- z 470 -7 11 Z) 15" RCP 37.72 LF 0 > V_ V_ co I*- DI-213 DI-2B z z 00.53% > - L=B"\ L=l 0, 0 > z > z 465 .. D z 0 > -----ZK-- z -SAN M.H. 21 -11 _____S46 S19 -15" RCP 37.31 LF ul In co Sri ui 14- 1 15" RCP 228.14 LF 1 03.19% (0(041 02.64% 1 II II S44 460 zzo 15" RCP 61.72 zz 1458 0) 0 00 Clq 0 n rl-) 04 to m Co CD 0 Co r- _j _j w Q0 4 06 Co r- Ln rl- r- Lri 00 r- N c6 00 r- C� a-) 00 00 L6 Co 00 Co (6 Co 00 �o 00 00 CO Co 00 W LL_ .4- 0+00 0+50 1+00 1+50 2+00 2+50 S1-- S24 3+00 3+50 4+00 4+25 490 480 I DI-2B 0) Lo T_ (.0 10" WATERLINE Co 475 or U) ll� U) 0-1 0 Z 470 S21 WATERLINE /NE DI-213 15" RCP 116.55 LF Lib' MIN 09.29% M I JN///// I I TREESDAL E MH-9 - MH-8 465 0)0) u-)SANITARY SEWER CROSSING _Lo Lo Lo - (D (o n n `t r- 00 L=12' I L6 fj S23 > > 15" RCP 25.92 LF 460 zz @ 0.54% -0> > > co > K in CD 00 w uj z 0� 0 bi ui q C� Q0 1'- 00 00 ou -t _t uj lA_ 0+00 0+50 1+00 1+50 1+75 S22 — S24 '-00 DI-2B 460 rr, Cn I I 450 1 0 00 Lo/ N --t Cn II 0) tw—m— ON d LoLo Lo -4-0-4- DI-2B-,---, 4 0 > > > z 440 S42 15" RCP 118.36 LF 0 Co If) �q_ I- Lo 010.00% 435 o6 of c6 �-z z 432 D > > > uj uj z 7 0) T) (y) ,I- _j _j Uj LLJ 07 op -t Lo 0 . 4 0 (:5 't L0 (o W LL_ 0+00 0+50 1+00 S41— S281 50 NOTE: IS-1 INLET SHAPING REQUIRED 5 ON ALL STORM STRUCTURES , 1! 1+50 1+75 450 445 DI-2E3 L=l 2' 440 435 I (D Lo 0 Lo 0i ro vy�* r- n — V) II 420 �� Cory —7'--cn ry-_ DI-2C L=4' I F 415 -11 � 410 000 Lo 0 NN 't :DII II II 0 '-z z > D_ 0> > 405 z > Z Z w uj _j uj uj_j 00 Lu U_ Nub L=6' I S38 15" RCP 38.91 LF 00.51% 0+00 0+45 STR 37 — STR 351 435 0 (o 0') 00 V) "I- 430 6� Cf) (y —I-- Co � 8-' WATERLINE, S31 DI-2B 15" RCP 26.48 - 4 L 8 06.58% W 1 1. 2 L=8' C Moo o N 420 Cq Cq 71 z o > > 0> > z z z 415 1 z w w r 0 W Lu -t N Cq 00 w U- 0+00 0+50 0 00 0 CN STR 32 STR 12 V)"4- U)icy- 8" WATERLINE S27 2.2' -15" RCP 25.24 LF 00.99% /Z Lo 00 0 14-14-0 L=l 0, 06 ai 06 ro K) to U-) 0 It (o Cq '(430 6 . 11 CC) z z---ro n- D-q- �4_ 0> > if > z :D - 0 0 0 > t1i > z U-N cow U),I- U) II 0+00 0+50 STR 28 STR 141 HORIZONTAL SCALE 0 25 50 100 200 IN FEET 1 inch = 50 ft. VERTICAL SCALE 0 5 10 20 ( IN FEET ) I inch = 5 ft. R% 420 s z',,--15" RCP 25.26 LF 00.51% DI-2B_/ L= C'4 (6(.6 (2 ao L=l 0' :D-" o > 0> 410 > >z z 00 Cq 00 0+00 0+50 S6 S41 075�� SCOTI R. COLLINS�Z Lic.No. 035791 l� �o IONAL 3: Lu LLJ Lu L] W L z 0 0 0 a-, U U U Ce ce 0� L ZU) Lu < < < 0 U) < < > ce Lu cl� uj CC uj 0 - LIJ C. Q_ a- Q! m zz m m z o o o > Luuj ui u 00 (,o uji w 5 00 3 (7) (D _1 8 P, Lr"jl "J C) !IP-AM CIA 4 :5 rn rN 0 LAW Lu u w D Caz z =E cr�o LL, AZ- ED z U) Z LJ Z zv 0 o 0 L9 u 0 4- 0 4) 6 __j P-4 LL_ 3: (D w C: 0 0 0 0 3: x 4j 0 X_ 0 C, 41 E CID mn:: LLJ LIJ z 00 z.0 Ljj 4j uj 0 0 0 0 o-, 4� 0 I- aL uj 0 x U) 0 0 0 E ui 0- -0 41 0 -0 0 ui Q) (L) JD eZ U) 0 0) 05 SCALE W > :3 v� 4) > SHEET NO. 0) 0 DP-2 0 rn a) 'o -a' 1 .0 .X-�- 3 a� c N 0 c w c 0 v� 0 �.. v� c 0 U f.. t7 a v v d v v s� c n v c O v v .� v e L v 7 v r� w ---- --- -- r- _— — - _ -4-- __ _ _ LEGEND: ElAREA OF LOW MAINTENANCE GROUND COVER OR SOD R-1 gg5.9S1 \ \ \ \ \ \ I \ 1 \ \ X Plant List 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL 12'. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) QFD CONTAINERS, QR 1 —0 WIDER THAN SPREAD OF ROOTS, AND 3 Il r5 WORK. DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING Notes Description Common Name Quantity Caliper Size Comments 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANTS. BACKFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO T G TER THOROUGHLY AS LAYERS TREES AC Amalanchier canadensis Serviceberr 3 15'-6' ht. ET&,B. multi—trunked AS Acer saccharum'Legacy' Legacy Sugar Maple 6 2 Stiron central leader BN Betuala ni ra Herita e Heritage River Birch 5 ---6 ht. B&B, multi—trunked FA Fraxinus americans White Ash 43 2 Strong central leader MV Ma nolia vir iniana Sweetba Magnolia 10 5'-6 ht. B&'cB, multi—trunked PA Platanus acerifolia London Planetree 3 2 - Strong- central leader P Quercus hellos Willow Oak 14 2 " Stlrong central leader UA Ulmus americans American Elm 4 2 Strong central leader SHRUBS CL Clethra alnifolia 'Humminablyd' Hummingbird Summersweet 38 3 al. CS Cornus sericea Red TwigDogwood 43 5 al. HI Hamamelis x intermedia Arnold s Promise' Arnold s Promise Witchhazel 14 ai. H Hydrangea uercifolia Qakleaf Hydrangea 3 5 al. IG Ilex labra 'Shamrock' Shamrock Inkberr Holly43 5 al. Full to round IV Ilex verticillata Winterberr 28 5 al. LB_ Lindera benzoin S icebush 14 3 al. LEGEND: ERNMX-127 OR APPROVED EQUIVALENT ERNST CONSERVATION SEEDS, 1-800-873-3321 % 8.57 ACRES REQUIRED CANOPY CALCULATION PARKING CALCULATION: TOTAL PARKING SPACES: 15 PARKING TREES REQUIRED: 2 PROPOSED: 3 PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLAN IN ELIMINATE VOIDS AND AIR PACKETS. WA ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS OF EXCAVATION, APPLY 2" MULCH OF PEAT, STRAW OR OTHER SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN RECOGNIZED ORGANIC PLANTING MULCH, STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 13). PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE 4. FURNISH BALLED AND BURLAPPED (B&B) SHRUBS, EXCEPT NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS 15% OF BRANCHES. BELOW LIMIT ESTABLISHED IN ANSI Z60.1. PLANTING GROUND COVER: 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS. 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE, 15. LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE HAS BEEN STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT AS OTHERWISE INDICATED. YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND 16. SPACE PLANTS 2'-0" APART BOTH WAYS, EXCEPT AS OTHERWISE UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF OPTIMUM PLANTING TIME. ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY, APPLY 2" 8 PROVIDE TOPSOIL TD SUPPLEMENT THAT (IF ANY) SHOWN AS MULCH OF SHREDDED HARDWOOD BARK CHIPS PEAT STRAW OR AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, OTHER RECOGNIZED ORGANIC PLANTING MULCH' OVER 'ENTIRE PLANTING NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING PLANT FOLIAGE ABOVE MULCH. 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS. PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS Q-P-166) WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. LANDSCAPE MAINTENANCE: FOR BASIS OF QUANTITY, ASSUME TOPSOIL. WHICH HAS NOT BEEN STRIPPED IS 4" IN DEPTH. 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF IN SECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL, 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH -NITROGEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. TABLE 3J5-A opGAMC M[TtrH MATERiAL.S .AND APPlJC.9r ON RATES RATES., MULC1.MS: 1NOT'F.S: Per Acre Per 10010 sq. ft. Straw or flay 1k - 2 tons 70 - 94 lbs. Free from weeds and. coarse (Minimm. 2 matter. Mmst be anchored. tons for Spread With mulch blcnver winter cover) or by hazel_ Fiber Mulch 'Minimum 5 ft. Do not usre as mulch. for t_500 Ihs_ uiater corer or &Hng hot, dry, periods.* .Apply as slurry. com Stalks 4 - 6 tons 185 - 275 lbs. Cut car shredded. in 4-+6" lengths. AiT-dries Do not use in %e turf areas. Apply with mulch blower or by hand- Woad Chips 4 - b tons 185 - 275 lbg. Frei of coarse matter: Air dried. `l'r+eat with 12 IT,* nitrogen. per ton. Do not use in line turf areas. Apply with mulch blower, vbip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 au: y0s. Free of coarse matter. Air - or yds. dried. Do not use in Fine ,'shredded turf area& ,Apply with Burk mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch -during periods when straw should be used, apply at a minimum rate of 2000 N./ac. or 45 lbs./IOW sq. ft. i Source: Va. DSW 11 TEMPORARY BENCH RR SPIKE SET IN I OF UTILITY POLE # ELEVATION 487.: 1 �1 1�sco4OLLINSZ U Lic. No. 035791 't, �SSIQNAL E��1 wij wUjw � U) F- oC < ! Z LLI Z a5 i - ® ® 0 0 � rIj Z w ¢ Q d LijU<< *� ~•� Q '�N.r < V J a"y W A..�i- M �.W�.� re < LLj CL a- c- < Q Z Z Z W W �a�^+�� > Q ® d iLU W U) Z Z -J-i W 0 W Uj Uj f♦.�. LU p p p ® cV N lLr ,i CD rl Air= o LML C LAJ v W 0 (j o� {j�") 'V CZ w 1 Zoz ss. � o :5 0 . t) LU U o � c 3 � Q S o U V tip) ) ez n� 0 -C LLJ E o Ul LLJ v D c� n Z c i w4 W Z ••v F— z c Z.Q w U ■■ LLI Lij � L J i*y it_ --r c 0 ° 0 U >C O 0Loo WUj fl cli Z5 C 0 Of U o U < U rt± i 04 E- Uj _j o- LLI Uj 0C 4 a I u a 0 > SCALE: ®� � 1"=40' Q �s 0 SHEET 170. n. o LL—.