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HomeMy WebLinkAboutSDP201600035 Plan - Submittal (First) 2016-06-06ptj�'J n SHEET 235 7,747 5,175 TITLE NF— ----� ,� �- = "=``='" - GRAPHIC SCALE 152121 0 236 7,744 5,175 t,:. , �� -- -.: Co > COVER SHEET 1 237 7,687 5,135 v _:_a ' `V �. ao Z2104o so iso , SCALE ° '� ~`�. EXISTING CONDITIONS 2 238 7,530 5,025= <„ ='� , ��1 —40 ° UTILITY & GRADING & STORMWATER MANAGEMENT 3 239 7,530 5,025 .- —:- "�= - �p.EIP o IN FEET): DETAILS 4 240 7,530 5,025 = — 40 SHEET N0. 0 LOT 201 Flc 'Flc 1 inch, — ft. t.in TOTAL SHEETS 4 241 7,530 5,025 1Co 1 '0T ---- -- \ \ --- -- �_ / NOTES: -----__ \ ---- --gyp 1. TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING BY AERIAL SURVEY HOF / T \2Q' ACSA SANLTARYSNtR / --- \ \\ \ DATED JANUARY, 2016. BOUNDARY PROVIDED PROVIDED BY ROUDABUSH, GALE & Lr� ----_"--_-_-- \\\ EASEMENT -- \ - / ,-- - - -- - \\ -__ / ASSOCIATES. THE SITE WAS FIELD VERIFIED IN MARCH 5, 2016 BY COLLINS ---- _ \ - \ '------- \` \ - \ \\_ - --- ENGINEERING. SCoTT R. COLUNsz O.B. 3532�P6., 603 2. THERE ARE NO 100 -YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS U Lic. No. 035791,n SITE PER FEMA MAP PANEL #51003CO279D DATED FEBRUARY 4, 2005 & COUNTY a a ` - MPo6zA3-oo-oo-ooaooN�(PORTION C GIS, RESPECTIVELY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE --- T / _ -- __ \ -- - '\ \\ \\ FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA. �SIONAL DEI �488 PG-552BELVEDERE STATION LA TRUST LL � / / --- _ - - \ \ \ \ �- _ _ _ - / \ \ \ 3. THERE ARE MANAGED & PRESERVED STEEP SLOPES LOCATED ON THE \ 4 PROPERTY, AS SHOWN ON THE PLAN. TMPo6zA3-oo-000o2oo(PORTION) \\ \\ _ - - - -- BELVEDERI STATION LAND TRUSTILG / / \ \ \ \ - - - - / / / / / / / / TMPo6200' N43' S2' 30.3 "@195.94 - / / \ \ / / / / - �A 88PG / \\ \ \\ \\ / / / / / JACO�CLEVEN§QNTRUS� \ MID PORTION - ----- 4 55� _ // ,''-\ \ \ \\ \----- DR 4,723 PG 653\ /' \ \ \ \ \ \ -� / / \ \ \ \ \ \ \ / DRIVEWAtr ACCESS EASEMENT 20.7CLAC \ PHASE 1113- � \- / //� �\\ \ ----� / / o.e.31a9 Pc. 96 & o:62ACRES TOTAL \ _ / \ \ \ \ \ \ - / \ \ \ \ \ ` _ / / D.� 3595 PG. DRIVEWAY ACCESS EASEMENT nom \ \ \ N46' 0T 11.68 W'68.013' \ \ D.B. 3149 PG. 96 & ,� - z - - -DRIVEWAY ACCESS EASEMENT � \ / \ _ ..- / \ 'D.B. 3595 PG. 55 / / \ \ / / \ \ \ O D.B. 3149 PG. 96 & \ L=37.699,24.000 / , - - - _ / \ _.__----U.B. 3595 PG. 55 \ \ \ �� / /� \ \ / \\ \ _-_- __ / \-- --- ZJ' � r¢r ' - _ \ \ \ A- 0:8008 - � / DRIVEWAY ACCESS EASEMENT / \ � G \ D.B. 3149 PG. 96 & _ i � \ \\ \\ / �� �1 kB. 359 55 p � TMP 6zA3-OO-OO-oo2oo(PORTION \ \ / \ _ _ - - z BELVEDERE AT LAND RUST LLC N r/ \\ 1 \ GRAVEL / // \_ _-- - ----- O _°BE REST ION T � / / /--------- ,� u ---- - �' - --------- \\ N46' 07' 24.10"P/- / / I \ / ( - - ,w Di -------- - - D83488PG552 1 _ --_ --- - Y/ --_- _--� - T� o.96ACRE5---- /_�� 2' 51.20"W \_/ O GRAVEL RIVEp --_ _-__---- uj N DPROIIILTUP.)I%A ---4(90- EVENT -D.B. 354 S49° 2-9:- 16.28'E 81.14-9 - -- - - _- - - - 12 - PG.- _ A-102.2233-,- R-4.420/'' //// / / //// //// B' 38' 0:14 / _ ----- - � -Cr _ 102.2233.--' / / _ - - - - -- -- _ // / _ / A143'52' 51.20"E 41.92J.0=7.2392 / / / / •MuiAc�O - - -- - 4234 43`02"E 50.000 / / / / ------ / r _ - - - f n 'TP .6200 (PORTION) - L=248.210, R=19 . 00 /' SLOPE ' / x - - - - \ - - - - - - - - - / / \ \ \ " LVEDERE STATION LAND TRUST LLC - / ' / TMP o6zoo-oo-oo-oo=Ai(PORTION) // - \\\\ _----- � � � 4m �e BELVEDERE STATION LAND TRUST LLC / / // i - - \\\ \ D133627PG668------ - --- -- DB3627PG668 I I I I tyIy �I r/+s\\\�I i o.95ACRE5 5AESt L _ -- Ews/nnG PROPERTY s ---- - - -- -- - -- -_ - a 3o /UNFIT.) f6�aoo 00 00 26000 (PORTION)' -2n r�Deh ��A�N�\\\ \ \ � / /� / // � � � _ _ - - - - - - - - - - - - - - - / / / / / / / / � ' EwsnNG TRffL1NE - _- - - _ \ BELVEDERE STATIONLANDTR9 T -LCF-' EP"' A \ \\�\\- / / 883488 -PGS ,,, �/i ue-a!�' �"4s Vv��vv //, I �/ // / / // // // _ _--- v v __ x ACRCCCC / / \ \ \ \ \ \ \\\ aoV FMPOj / _ - \ \ / / oasn� PROPERTY \ - - - - - \ 20 ACSA I /' SI 5 Y' 1p �1'�T� DRAINAGE \\ �\ \\ YY HENT �GON578LQTIWry Rf✓01 / / ! / / / NE _ _ - - \ \ - WATER EASEMENT / / / / / / iA$EME \ ICA- GRADI PS@AINT, D.8. 4586 PG. 106 / rte/ �' /� 9.B.�3PC. 3--` \\\�\ \\\\\ D.B.3, 11\ J� -//// _ -.-_-_ \\ \ \ / / / O / / \ \ \ \ \ \ PG. 2 5 I \ / \ \ \ C0 20' RNATE DRAINAGE �` - LIMITS OF P DIVED STEEP / / � v 3 /' // /' �Qj 20' AAA SANITARY SEWER// v vv� ��\ Vv� �_� IV��� TMP ERESTATIONLA (PORTION �slovEs-s BE HEIR / / _ - � vvv v -� � __ _ rEASEMENT -/ / / /' _-fASNENT/ / \ \�\�\\\ \ \ \\---/- BELVEDERE STATION LANDTRUSTL // VERIFIED .) ,_'// -- _-- \\ _ _ C'� / D.B.-456-3 P07-375 _ / / / / r� / \\\� \ \ \\\ - \� \ - - - - _ - - - - _ _ - DB 348A8CPG.55�o6' N �b.33RE5 - - - - 4�G�MMzooroo-Oo-oozBo(PORTlON) � BONDSTONE VENTURES, LLCCo -_---- _ 'R- 1�0 TWNOFPHASEII� ---/ /�'g - /ice/// - D@35'.61AC43 PG 5 113.26 A_C3E5 TOTAL - / / / / /' PRT3E D / / ✓/ / / 1/ / �`��,,II1��' 16:62 AC \ ✓C / i-/^\\ ��\- --�� -- -� ///� // /- -- i' / // / //� /-STS SLOPE / / / / /!//%/�\ \\� �" \ \ \ -` -..-� \\\\�- O / 4"0� 26:24=W( 1T. / /; % \ \\ �\ -_ \ NM ZONED 0 ON / - \ \ /' W / L�24�fi3. R=14`007 // /i N ASE IIB PR PER -' -._ - -- � _-.� EWER EASEMENT/ / `- ;. /'.�� \ __------'-`'/ --_ / '/ "HANK, STEEP -� j/ i / / / ✓'/ "f/ / < \\� \\\ \ \ 06 / _ \ 08.4586 PG. 1- T--, - -� \\\ \\ \ Qil�i-/ \ it 11 r- - _ ----- _---- -�&I A -- - BELV D�REPHA EII ✓ v ---� _ / / / ✓ r;. /gill W v A \ II l �` V'. v ----- - / / /r r / _ ,< / / /:Piiil�i"d ii t I) IIIA v vv ihl: �. NDERD ELOPME V vv - - --r / f l �i O v 6 - J - / / / / / r / / I P 06200 do oD 03280 (PORTION J / / P --- /r-oo- o (I� v )LLC j _ --- BONDSTONE VENTURES, BEL E9 C/ 1$d23ACRES4/ 1 L=129.152. R=449-000 \\f - / j / / / / / i'/ / // I \ \ \\ \ \ \\ \ \\ DB 3543 PG 488 ------ W / �'F6.3-3P,G46- _ i / \ \ \ - 4397 .72 � � _ \ � � 1 I / / I I L/ L=127.152. R=446.0 / / / 1 1 \ �. - '"_ - - --- / / � --- \ --� l l I / 1 / I � _-_� _ ' --_ / / \\ \ \ \` EXISTING PROPERTY . LI\NE(TP------- Q V// _ U ACSA SANITA \ \ I 1 \ I \ ` \ ( \ \\ \� �\ _\ \\ \\• \\\ \\ \ \ \\ - -.-- W Y / mr �♦•-d / / - NER'EASEMENJ, \ \ \ \ \ \ \ \ \ mases. c.1o6 - A A A A \� v A V v\ vA _ v vvv N4�1�'ki✓"Cl 31.000' -// 6\0429_R�A11,50673 °/ ZONINns \ v\ � \ \ ul -1- (TYP. \\ v vv v vv v vvLU LU N68' 1 11.8?('W 39.01-5 \ 532,154'\7O J7'W \57.b0' \\ \\ \ \ \ \ \\ \ \ \ \ ` EXISTING PRESERVATION OI_.� - -/ 0 I :. / I / / 1 / / / / \ I I \� \ \ \ \ \ \\ \ \ \ \ \ \ \ EASEMEPfTARE4=0.10 AC. \ \ \ \ \ I //2 TEes ACSA / \ \ i I L=21.439. R=12 0 \ \\\ \ \\\ \\ \ \ \ \ \ \ \ \o CA /L=7.9 R><24.000 \ \ \\I\ 1 11 I \\ \ �_ A=9 ;68 \\\ \\ \\ \ \\\ \\ \\ \\\\\\ \\ IOIII hL�i \ D.B.DB 45T PG. 3\ \\� \\ \ / \ 1 o/ - T /\O.B. 4556 PG. 106 \ 1 i \ 47.032, R-329.500 \\ \\ \ \\ \ \ \ 1 I +\\ \\ W //' A5O� \ \ I 1 \ I 1 \ A�8.1782 + \+�� ., ...: \ / I � � � /' � - \ c -� / /�/ \ \\\' \\ �542.4$4. R- 426.210 1 \ \ \ \ \\ \ \ \ \\ \ \ \\ \ \\ \ \1 t \ \ � v,"- _ � v I A\ 85�v v / A � V A V � v v v \ � I A A � �� Q EXISTING PRoaear V A A \ V A v 0 LINE OW.)CD \ \ \ \ \\\ \ \ i I�\ TMPo62A-no-oo-o 0o PORTION) \ \ VAv ' ADJACENT PROPERTY QW BELVEDERE STATION LAND UST k LC \ \ \ \ \ / / <� \ \ \ \ \ ✓ \ \ \ \ \ -ERE \ \ \ \ \ \ \ \ l l l \ r ' / �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ D8 3488 PG 558 \ \ \ \ \ \ / / /rr )\\ \ \\\\ \ \ \\ \\ PARCELID /OWNER ADDRESS ACREAGE ZONING DB/PG \ \ \ \ \ \ \ \ \ A 062A3-00-00-00100 BELVEDERE STATION LAND TRUST 2421 IVY ROAD, CHARLOTTESVILLE, VA 22903 90.609 AC NMD 3488/552 B 06100-00-00-16000 BELVEDERE STATION LAND TRUST 2421 IVY ROAD, CHARLOTTESVILLE, VA 22903 12.557 AC R4 3488/552 \�\ r - \APHT SCALE C 06200-00-00-01600 MATHEW THRONTON ADAMS TRUST 1600 NORTH OAK SUITE 1210, ARLINGTON, VA 22204 15.000 AC R4 4318/588 \\ \ \ \ \ \ D 062F1-00-00-00000 BONSTONE VENTURES, LLC 100 10TH STREET NE SUITE 301, CHARLOTTESVILLE, VA 229 7.092 AC R4 \ / / / / /' /' '� / �' / / \ \TMR o61 0o-�o-oo-b26Db E 06200-00-00-00500 BELVEDERE IIA, LLC 100 10TH STREET NE SUITE 301, CHARLOTTESVILLE, VA 229 15.123 AC NMD 4397/72 MAf'iY M145LIAND/�DAMS TRUST \ \ \ \ \ \ / R 06260-01-00-000AC BELVEDERE STATION LAND TRUST 2421 IVY ROAD, CHARLOTTESVILLE, VA 22903 15.285 AC NMD / / / / /' / '' - - /' / DB/y6o2,PG 1$1 I \ \ \ \ \ \ \ \ \ \ / / 1N FEET G 062A3 -0C -00-001A0 SOCCER ORGANIZATION OF CHARLOTTESVILLE-ALBEMARLE 1665 POLO GROUNDS ROAD, CHARLOTTESVILLE, VA 22911 1.688 AC NMD 4299/328 / / / / _- / ,'<S.OdACRES \ \ \ \ \\ \ \ \ \ \ 1 inch = 50 ft. ]OB N0. 152121 SCALE 9 SHEET NO. a ; 2 11 ---__ r .\`~` \ ` r I ____ _ - rr �`y\♦` _-- _ ��_-_._ ///I / J/r / �-_ __'J '-, � _ �\`///I f/ // 1 1.Tu __ _._-._-____.__--- \ _ . 1- _ __._41_"' e ,..."`. ___ ',1� ____ __ \' `_ rr ,.•r ,----,------.-.----I---..-------.-----------.__ `\ 1\ -_- _- J/ .-_--..-„__--_.. _ ` '� ., �r f / / / ,i • - "\ �' -- - /� 1 ' ' SCOTT R. COLLINS'Z - "`�. ` ~ rrr / ! — 11 11 - _-- — - _ __-'_'-- -`\ `--- / 1// / / / / U Lic. No. 035791l� 11 f --- - _' __ .._._-.._.__--..-.._ ! / e - a ~ w\ \ \` �� - r' rr r '/r \\ \ \ \ \` `-`' ”- -- - 4-,-7 ��- //� //// r'/ / 6 l� 1� -_ .: `, \\ \ '.1 ,' / / / / SIONAL Ell /' e \ \ \ \ PROJECT'tIMITS ------------ ________ '--- // / _Ar_ \ '`, \\ \. _ -'r / ,'° / / _ _ \ `� s /r e ------ _ ~\� \,� \\ -- ..� 11-1 \ r / , f I 11, .___.. _-._ -\ \ ' - _- --- - J 'r a /r \ \ \ : - J \ \ \ ``\ - / / / // __ _ _--- _ \\ ~\\ \_ s� -a - PROPOSED FIRE '`, ~\\ `,\ �� / - '_. `\._________ _ - y`'' 'I-,-, /' / J' \ \ __ ,/ / . /,r I r'' 4 "HYDRANT \, - - r - `\ \ - / I J DRIV `� PROPOSED DRAINAGE IVIDE F PHAS r r -- -- _ P�°� _ _" \\ \\ P i/ .'l-= _ i� T zz '`' , I 4_�0 - _ D OR E ,r'' _ \ \� \, - - - - / D.B. ` / =a j - 2A SWM FACILITY TREATING A PORTION OF `\\ A,' , --___.___--_ _-•- \ o_ /: _ ___ __ - _ jr THIS DEVELOPMENT. SEE PHASE 2B PLANS ,/' _ - - --_ _ _ /' ' D VEV' AC a ~ ``- - - r 1 __ --- --- -- - - FOR DETAILS. ,✓' \` \`\ ' __ _ - ANIT Y '� \, \ - \ \ `\ PROPOSED 8" S AR - j:- Vrv/ _ - _-- / ; _ ---- - - - - RIVEWAY ACCESS EASEMENT ~\\ \\, .B 14 G. 9i6 & - - -�_ = _ ��,- \ \\\ \\\ r'r ` \\\ \`, - - / J � ./ r - - J Z ~�' \ \ `D 3 5 PG. ;5'' - SEWER (TYP.) i/' , . _ \ / \ r --- CC4 r' o D B. 3149 PG. 96 & \ �L �. ..I iX3.1.' r' -- __-- - - -- \ \\\ ___ _ ,/° --' \\ �\ `\, r ,r ,' ¢ tj __ y �� _. - ----- D. X595 PG. 55 \\ _11_:., I _ / / \ , J OC \ \ `�, - �_ /J r DRIVEWAY ACCESS EASEMENT / \ '\\ `.\ -_ - `, 0 Im ___}- - --_ � u ,_..0 " \ \ _. , — D.B. 3149 PG. 96 & / /' n En — — — _ —--, _ - I I — - - \ - -- \�, I 4: kol.B. 3595 PG. 55 / \ I \� ® z ¢ . _-- _. — '. �rr r "__- --- -___ -- _ _- - «: _, . \ - , - _ \ \ \ GRAVEL DRIVE � \ --_ � z / \ .. _. 1 it r -`.._.- - r - i J - - t _ )�, __ ----- _ - ` — — - -_- PROPOSED 20' SANITARY / / �e IX / �\ �. _ _--_= 1 - _ _ !! __ -----'$. ,4: " Yrs - -, 1 _ I / -'\ \ \�- =_- �.v�;Y -rv�-r•, • - -�- - - ==� - ° _><. r; \-_ SEWER EASEMENT TYP. -I - . t- --•moi" \ I� / // __._. -.--�' � Y a >,• --- I __ _ -.- _ r I `\ a l ll�\ ( ) - - - - - :-r' r-. \ `=I / \ �11i _•_--- __;. — ' `�, -- -- _- _ LOT 4�= = O APPROVED DRAINAGE DIVIDE FOR �; . LOT 46 LOT >#' r, J ---- IMP -.� ---- --- " , — r:� r _Te - f ; _�— -— -.--. _ _ _ MAXIMUM BUILD OUT. APPROVED r - - / rrj - - - - - - I E I- I - I I . - --- ' - K --- - _ ap, r ,:. __ I / I r' `a _ / t : - 1 r' {{ I DRAINAGE ANALYSIS ACCOUNTED FOR THE ,:h ; � ; 4 I I _ ---- --- = / - r _ _. _ _. ,� _ _— _ PROPOSED 8 BLO ,``� I .. J `�' J" _ _ FULL BUILD OUT/FUTURE DEVELOPMENT •-'; �_ - 1 o ( I� '� ____-.------ `} `�—r' ,/ / !!='r PROPOSED 8" D.I. "/ OFF & FIRE HYDRAN � �; / Ii_' I - _ - _ i i I _____ ---- \.\ \ I i . Na H Ni N r- I- N I ,rr' / ,. /,/' WATERLINE (TYP.) J _ - �-r rn r - _ 11 �'ll _�_1_4eal -S;r �' 5 - I I I I I I 0 .. - -A••�. I _ _ / / r ' I / /' } �.: - _"��­­_ - � 7'-': .y, �� __:� . - - I/ I TIE WATERLINE INTO.': µ` f, ' .:! { ---r +- _ - - - - `', f:: - r - _ _ I o _ I " I __ I •� � y' PHA 2A WATERLIN _ r --� � � �� - I I SE E / r v i� r ._ - s f' r i r_ - fr' W �<_ rl _ I 'gam V ^ca y: �� T B v - !.... iu�� k' ••---'�- - - ' I — ::�_ ;' - c - e /. - R r' - • �.. ... r <. .. -_ - ____ - � _ _ - .... . r _:.. ,.ter.. s ., - _ _ E ,. �.� }. / - R ---- ---, P.� _ - _ V DE — I J JY --_ -_- . - _ . E -• D /s _ , r 1 - =.�: - - ------ ------- ------ ----' -- - - _ .' r I I--------.-,- i •• . •)M 4' \ I\ i _ I / i ! .i .t- / 1 v ' 1 __ _ — �i \ J . '�^_..__ —rpt �_ __ . I �r r Y 1 t _ I J . LV E �� � � _ - t J - - ©. / i t `r -- I a _ I 4. _ _ ,_ -p.:.. I ! . II t II I - - r CL / \ I I'll ::r C . - 1 f—� t r S~ If 'e 1/ t4ho, ,)Lq ') :5 t I — I ^ r — , x' _ , a. Via. ., i• i, 1 t I - __ _ _ 1 . - i i / f I __ r - - - — - - --. �- �i- G - __ W \ l� -- r r IN \ /-' TIE INTO PHA E 2A 2�- C - :.. : < ._ ,_-.. -. • ; - } ,- ' . ' _ . / / �' 1..::..". -. - _ .— !_ -�. �\ \ \ \ S _ - �. i PROPOSED FIRE _ - . �I �/ ' , . � , . - �'� , .. - r 1 _ . ,:. .. n ••i41 .-j� �- - WATERLINE WI I 1 r. r' 1 j �o- Pt�pp iGi � �' \ TH r _ HYDRANT 1' -i' S �. .2 e TT i .' / T - \ \ I ,, ^^ I V I t I r o; 1 r r tt " � P ED 0 OS x TEE - i r ,'� ' � t . `� \ 8 8 1 -. fir �; 1 . r --� 1 / I \ f`, 1 I I I I •� i' T , 1 LO �{ L T � - L T O 8 O T z 5 53 LOQ I - i O o i 3 3 s i""� I I ri \ \ 8 G.V. - - I - ter` :�" \\ '\ N r` I� 1 LOT t / / %. t r' 1 } -\ f`\ r' N_ ff Q I . 1.- ' r 's r ". �. , \ I I L T -. r ! � t I -1- - to / N / r i 33• d- 3 O 1 I �. _ •AT DRAIN 1 .. - ,• � --�- 'I W ASEMEN 1'--�` L.:OT 2. , I \ I r N (� r -� I `i. \ � � t I { � , . N �L�T.2 r I 3 .� \ - to E �' b - I D. 4 6 P ED A :. PRO OS 8 S NITARY hr^- WATER A E / \ �-f. I Ir -:: Z r . 11 z 458 / \ SEWER TYP. ' I. - 1 D.B. r-, � - - 'I - -- I / \ a. w t 1 I _ . . I- - 1 r _- - -__ O I11 . IMAGE - 20 A A AR SEW \ \ \ _._ �- { r . . --� --- --". r , �- C Y !, .. .. . - ,,,. _ - , _ - - _ -t-) - . . - - - - - ..1 t.. --- - 1 - ' I I _ �-°-=- r I /.' , ::,:.�;.:: ,..:: _ --'"" .4.,,, -- — '-=z — _- m N�/1 LJ„1 -- ---- - / \ \ ,CONNECT STORM , �-. _ I. . • -,-- . � I t r� / .r - \ _..: `r -LIMITS OF FRES VED (,� p / - PROPOSED FI -_ _ N \ \ \ - -� ` 5 \ : __� �.: 75 - `\ \ \ iia .` - ___ \ \ > \ \ ,INTO PHASE 2A \ \ r{ - / .. �1+ I r / I - -STEEP SLOPES -; HALL- Q -- _._ - / I - \ \ _ - , \. \ . 1 HYDRANT �._ <= y _ - 1 - __,.__ '= I I' % /r" --- _ r ," _ r "� �,d f \ \\\ STORM SEWER __ _ y� i 1: - , >- ' y f r / r r' " _ ) Q 7' I \ , - - 1 / :... l r BFIELD VERIFI D (TYP:W \�.._____l _ i \ ` \ \ \`\ \`, -- - - - - -1: _ _ _ -- - r �> / /' --_ ------ - / ,• ._ / \ -.. - -�' r ifs r !' f, -_._ --- __._. - _ � (3 LLI S . _ - _ ----- PROPOSED DRAINAGE DIVIDE FOR III,_._ z � Ld _ j l = __- 1 _ — ` - -"Ily r W,-jQ - -'1-1 -----_._______ ' ' �' PROPOSED SWM FACILITY TREATING A._j 0 _-00 \ /r / ' 1 , ,"`\ —� \ 5�1 : ________ .r /, ,/ 2.09 AC. PORTION OF THIS DEVELOPMENT {.� '� __ 11 _ .. (V/'/� 11 _+ ' "I f I \ \\ \ l _ t . \- _ _ - - - . _. ' .� i i - •-'- /o /' -- ` §,�� , i. / r/ / r/ ,' / ,'', r /' J J "1' r „I ,( 1 a J _ -\ - t \ \ TIE INTO EXISTING i__- _ ------ �'" ; / r /, / r' 1' / it W _ -�-- . __ - - , 1 1" I / i I 1 �~ \ - // __. -- f fr r / / r /', L' r 1 f A c I t `\ t PHASE 2A SANITARY �X�, \ �. , - r y / ol< / / 1 . , ! t _ Lu r ' : / I j I I 1,.... 'i , \ i.;l - ' . - - . - - - ( -\' . _. _. _ ✓! ! ' •'' -- --- - ..- - r! \ - ,G -. , r ! ,'' / r ',',/ J ,:! / .: J / ",! ! r� O , . �.' r / / p , 1 \ I 1 .. - ' \ , - r ,�.z- - _,� _ / ! ( /I 1.. / ! 1 a '� I 1 ...E / 1 / T p (�,{'r LOT 101 / I -_ \I! SEWER \\ . - --. _ .v: _ -iii'- _ rr rr rr rf r, , r, ✓ /J" / / r J/ I J /! r ! rl 1 _ Li p O }' --L-OT 1 L® ��7 LOT 1vV I \ r !' r r r •_ , / r' ! � / , t ! ! 1 ! 'l l I 1 - - _ _- — _j_ _ r _- _ _ •- ' - YI , is -t'_ _ 77_ lAT 1 - 1 �, LCAT �s _ \ �' - -_ _ - __ __ / ! 1 / lr O m o �- �q- -7 11, � "'.�:.:. L9 =) — O E _ _- _ / r ---' i ..-,Y -h. .. \ ` . Q. _ - / f - ter,- /"� �::'::::.'.;r.. :r ! ' ! J ',,! r 1 J { /" \" (� c O /_ 1/ I r' 1 I /... i 1 -t - r r ! r J' J I \ V/ r� - JI W r r �� \ -+� LOT 21$ ! • r r .r r. :' / / , f' l''i 1 1 '','J r "t'' / ' \' 0 c -• ---. ted-''- • _ - --- - . \ �''!' '% / / / / 1 f i 1 :! 1 i / 1 '�, �/ W 7 �, / ! -Bt qq �,/ �f ! ,. / 1 / LL c -F - / 1 !' / - -- t O J 1 - ' 1 r _. L l f i r r I / t - - 1 �r L T 2s ..�:,:;�.w> . r / 1 n • J / t I ! t � t / z V / J,Ijj/a. \ / `, j I r \ r x �. 1 ! z __ - ' y. . MANAGED I t' \ r�:r \ \ / 0 - �,..:..:::. r / . L a r -ti1y .1 3. -PROJECT T f ...'- - CT L�P�YTS -: �..-......' - \ X / r / 1 r \ \ r \ l +- .r / t 1 IEEE E SLOt J, I r f , \ I � t. / k p L T21 ' r 1 \ • c / r f \ \ 1 W J r / _ / \. \ r t / t ` .- o yam::`:~......, / ;o \ / 1 \ r / m / ! 1 ✓ ( ) \ `\ / _ l 1 \ ; ,y •. J ''\ O t 0 \ - 1 / L OT 174/ \ i. \ \ .' A r r r /''� 1 :�:' — 9 E :3 1:01J l �./ I O r s 1 W I I \: \ _. / _ I -L- T •27C / \ r r \ \ I \_ \\ V ". t • . 1 1 r 5 t , :5:' , c r r a' / ✓ �- r r _ 0 - \ \ -� I 1 _ \ \ - x ! LJJ O' t r _ \ / \ \ \ \; „\ �/� c� 11 1ul 6 1 CL _ v \ �\ Y / 11 --- \ c I- 1 i z I / V1 - t - - - �' _ \ r _ _ \ - _ --- -- - _ _PROJECT LIMIT'S . \ \ i / — r/ - __,_ " . -L- C� •\ �t \. PROPOSED FIRE % - \'\\\ `\ \ - 7 r %` j s f a 1 7 I / 1 I I --------- / J 1 \' \.\ \ 2 H W rn r :k • C \ tO F Z� `Y % i ----_---__ ____ / < - LOT 1 / ! '` ` \ '�"'�, � : �- / �, - � __ � /. .. - . 4:. • . ' • . _ HYDRANT , j /J \ _.___ - "�.- - - / J > \ \ \ \ \ `�; F— , c L ; - \ 1 OT ) �3 . 1 \ y i --- - - - -- - \ - '' ! ,j U /° } ''rr `J '�iFFEh!RC?!/E.., J \\ \ .�� �n t r - `\ "' -, �`;.\ _�. .�.- ' l r / / r J J / �r t I 1 t \ {_ r"' �_�- ` J/ /f ! / \ \\\\\ \ Z F"♦ p -1 I 0, ~ / j r \ • _11 / \ i 1� f l / / / / i r t I t _ _ .---- / f \ \ \ F_ N � / !` �� -'- \ !�" /\\ / / ! / \ \ r _ , `` ' - - �� �' .\ _x f 1 ' 1 ' / J I } I \ \ \ _----.-_------_--_! / 1 J t �/� P-4 1--1 '_ p' ` ('� � � \ Ply W ) _ t ---- i\ � ,/' / , I - ----- / Z O / / \ '- l _ _- • /' �`- ,' !_ _ \ '` _ _ _ L��" �3 . `� �x� �`~ r //! / rl /° J/ d 11 I ' i \ `\ I _- r \t \ � J C _ \ r !/ / \ r v t{ w w • \, _.'-'-'"'_" " " t ! d _ -t / f/ .. - - -,`� .\- �\'•� H37. iI " /' l 1 ! ' 1 \ \ (^-_- `--- - - � /� J j�' J O O '.� V1 I • _ w ��, `_, �- m ° _ - - ' \ �' A 'ti .\ :� \ • ':.\ . /PROPOSED 8 D.I. , , I \ } \ \ - - _ - _ , J / f"� ,r -t '- - \\ \ -' .- --- / / 12 /J WATERLINE TYP. J/ i `l \ _____ _ - __ __ _ //J (-- o ° / y-� - -LU1:212 _ _ _ _ / ,'LOT 172j Lu / U, _ '_ _N - \ / / LO �or� f- -_ / / i \ \ \,, '� __ _' . -__ __--- - r c V�_\ - � - Q� 13L CL 16 / 1 y 7:X. -,- \ d - -�Q' ACSA rS`ANII- �pe a \- _ =. / c \ \ \ \ / M. /------S�WE- SEMEN D. C , TIE WATERLINE INTO \ \ `. _. ,, \ • \ \ '� _ Q ..s L\QT 21 \ \ \ \ , f / , _ �'. _ <.� - ... - - � � � . �- . . � . \ :� -� �\' PHASE 2A WATERLINE \ \\ - \ \, \ \ �\ � _ - - --- _. __% �/ - r 1 1 \ .`_ \ r \ \ _ \ \\ i - LL m \ \ \D C7 LOT 1 / �. t 1ffu 4--_..—� _ �'1 , STUB \ \ - \ ` \ \ \ r-'< - O I - LOQ 210 \ \ - _ O • / d 's :ice'; -"i.: _ ._- - ' -�-.-_ - LOT 2® ,t . 1 . .t' .� ;. -.{. -. \ \ \ \ '` '- "`. \\. - ----'•-_._ --- "' '- '\\\` `^1 \, \ 1\ \\ \ y I I \ \ '� ,�,..- -_ �"--„tv ,` L (n _ / -- / I ' II` — ' F % \ ` �` '\ 1.GJ' - . \ . fes? \ `. \ \ \ \ \ \ \_ - ~\ \ \ \ I t \ \ ---- - W '-' c _ _ __-_ - -?- // ► 1 \ \ ; CONNECT STORM '” - 9 .. \. \ \\ - _ __ __ __ \ \\ \ i ` \t ' { `\ - --- >LLI ° ' �, 't - \ ' i I r J - / - -� �y INTO PHASE 2A \ rc \ \ . \ \ ,. j. \, �; '\\\ \\\ `\ \' - `'\ \ \ \1, `,,\ \` \ \I ,I I '; 1 _ _ o / LOT1 0 , !,1 / - - \ \ -\ `\ 1 - W �, LLI !/ 1 , \ �_ _ - I \ 1 - ' "' STORM SEWER -` \ y �A 7 ¢ �' \ \\\ `\ ��, ` ` \ 1 t1 `, ' ` - � L a, / / 1 1\, V �/� 1 O ).' " \ \ \ \ \ \ t ` - \ ♦'ti W E / f/ i � , 1 -_ice-_ I. s i / 1 t< LV%I 1L0.� / / `\ :r R, ,...I..,a' •'/ } 1 - \ \ \\ `. \ 11 \ s' ` •,'1.,,^ ♦\.`.\\ ``'\\ `� \\\ \\ , },t t t\ ` Y. \ `\'' "`* w = U - / - V �' / 1: 1 I ! / r' - ___�____. , --w r - • -- • . y _y.: \\ `\ `\\ \ \\ \ \\ \ \ i 1\ \\ .., ''\ \`1 � -O c T `_ 1 a J / / / _,\— — —.-: = "i / / -- • y \ \ \ \ \ \ \ JOB NO.- - _ J _') A. ._ V. � / ,' J-, i ._._., . - • '�0"ISING LIMIT J/ � ` - `� � ,. \ * � \���`\ `\\ \`\ ``\ �`'1,.`\\ \\ \\ `\ G)RAP14lC \, S ASE y _ -�\, I':. ,�\\ , ,.t ` ��°° � �- � a I \-' , . { M ` l \ `> ` _ `\ ` '\ \ 1521216-0 1 \ • " 1 1 l I \ " \ ,- \ \ \ ` \ \ 40 \ \ 0 \ 20 \ 4\0 \ \ 1 `1 160 \ \ \ 0 __'j I LOT 1�s r I `� _ I - r : � ��- , \ I \ ' (TYP.) 1 , \,, \ \ \ , _ \, \ \\ \\ : o > !9: / t- AT , " . — t ! 1 i , ! \ \ \ \ \ \ ... SCALE D 4, y �1 ! i /I I i \ �-ate--r-. f - v—''�+....`- _ _ r.S ' r " r i \ \ \ \ }\ \\ \, , \ - `\ `\ tt it 1n=`tOt o c_ _:-: _ \ r \ -- _ _ ! ..-_..,,--^--'"°`,s..- I I{ - - - - - - - . - • r- • -1 _.' '1�"'_ _ _ _ _ � f 1 \ ',-�c>;°'i.:-:'_.?y'..':.�•-r�' �'. - _ \ \ \ \ � ` \ \ \ \ `�I ( \ F'EE 1' ) _ > \ t jf \ t tl "� � � \ •s7- :-- ""'' " _ _ - - - -- • '� " -, • / - / i �T I t t .ii " 3 � : P '''x , \ I y ',\ \ \ \ \ \ `\ 1 `\, "" \ \ \ \._..' \ i 1 I C U 1 -- " t -.� ��—�ry--•—,—,�r_..• ! 1� - \ \ \ �a \ \ \ \\ \ \ 1 mch = 40 ft . > \ \ 1 C > \ - _ . — \ / :..:.'• \ \ \ \ \ I SHEET NO. a q ®•j-•n1�j/ \ ! iff` 1_ - ' 1 \ \ ` • - \ate \ \,� \ \ \ \ \ \ \ , I I 3 N O .' "• n` r ( l- i �i 9•C 6 M ; 1 �. *'�j , `, \' + - - \ _ ' : I \ 1 t �\ \� \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ I _r ,q I _ \..'- \ \ _-,:._x-----"''"_.--1.¢,,,'a:s s'::-::r<"�,'` :.4P l I I ' 1 \ \ `Y" \ �"\ \ \ '\ \ \ \\ .`., , �' \ \ \ ` \ I• f Imo-- 3 �. . - 1 -- _ r: ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUC77ON 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. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA TIONS 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 CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. 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. RM WITH THE VIRGINIA MANUAL FOR UNIFORM 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS AND SPECIFICA TIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 7 J A BOUNDARY LINE OR A NATURAL WATERCOURSE. J. GUARDRAIL LOCA TIONS ARE APPROXIMA 7E. EXACT LENG 7N, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR 77 -IE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER MD77-IS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4 6. COMPLIANCE W177/ THE MINIMUM PAVEMENT WIDTH, SHOULDER NDTH AND DITCH SECTIONS, AS SHOWN ON 77 -IE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S7RIC7LY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WIN THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CON7ROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. 7RAFFIC CON7ROL OR 077-IER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. la 77 -IE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CO -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE. 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 CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA TERIAL TO THE SA 77SFACTION 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, DRQ! INA GE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (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 TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA V/EMENT 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 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE 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 TREA 7MENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0. J GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRA NSPOR TA TION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, G Sl SIMILAR ORNAMENTAL STRUCTURES THAT DO NS, OR NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY T U HOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMI T ISSUED BY VIRGINIA DEPARTMENT OF IRA NSPORTA TION MA Y BE LOCA TED W1 THIN THE STREETS RIGHT OF WAY. GENERAL WATER & 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 AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y 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 NATIONAL 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 FROM THE TOP OF PIPE, OVER 774E 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 COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICAT70NS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. 2" SM -9.5A SURFACE COURSE 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRADE PARKING LOT PAVING NO SCALE 2" SM -9.5A SURFACE COURSE 4" BM -25 INTERMEDIATE COURSE 6" COMPACTED COURSE VDOT X21 A COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE 4' CONCRETE CG -6 POINT OF PLAN77NO CURB & GUTTER FINISHED GRADE CG -6 LY/RB GUTTER PLM77NG 4' CONCRE7E SIDEWALK It -IF S7RNP i I- • SLO2FALE S7R/P SIDEWALK EXIST. GROUND 2X 2X 2X En uj 1 SURFACE �Z-1 I 3'�I IRUND 00Sr GROUND DOST. GROUND - - BA's 2X 29 4' VDOT 21A s'OT Q EXIST. ND DOST. GROUND S7i7WE BASE E SU BASE 7EW S70WE BA. 5 2'5PARALLEL PARKING BIKE LAN 10' /o'BIKE ( (ORlV£ AISLE) DRIVE AISLE) LAN PARALLEL PARKING 2.5 I 5- i• FIC -FIC _' 71' R/W <..s• c'7 TYPICAL BLZMM" B0l1L Fr.4 1J -PARRYING 7'APO SILL'S - STM..ff Sff rTfOjV (7f R14r) BASE_ A"ICiv SPxj'zt ,85 "ff EXIST. GROUND 4' VDOT 21A S7GNE BASE 3 � EMT. ND DOST. G40/NY\ -- 4' CONCRETE SIDEWALK PLANTING STRIP CC -6 CURB & GUTTER POINT FINISHED GRADE CG -6_6 CURB & GUTTER PLANTING STRIP 4' CONCRETE SIDEWALK -_ 4.r -I En uj ♦ SURFACE �Z-1 I 3'�I IRUND 00Sr GROUND DOST. GROUND 2X 29 2X TO BE A3 EXIST. EXIST. ND zc'? c'7 IF CAST IN 0') Lu PLACE, i• 49000 PSI _' IF <..s• c'7 PRECA -'�- BASE_ ��- EXIST. GROUND 4' VDOT 21A S7GNE BASE BASE • VDOr EXlST. GROUND SUBBASE 7IA.T - ►ppT S/r)E • • i OR #78 STONEBASE i..T SUBBASE CURB. STOW 4 r • l0 /0• s• 5/p�1E 5 STOW BASE EXIST. GROUND �` N g� ASr z 5- PARALLEL PARKING @IKE LAN (DRIVE AISLE) DRIVE A/SLE) (1 L N 5 i' Q Q 39• F/C-F/C DRIVE AISLE) /. 5 1' 'RA Lu z FIC -FIC TYPICAL BLLVA',VLRL' B0IILFVdR.0 -PARTYING OArA' SIDr - ST"AT SArTION (64' 8147 1 H CD vw 57' R/W 118SIGX SPf'BQ• P5 J(P8 - 4• CONCRETE SIDEWALK CG -6 PLANTING CURB & GUTTER STRIP • F POINT OF CC -6 F7NISHEO GRADE CURB & GUTTER PLAN77NG STRIP 4' CONCRETE SIDEWALK - CURB -I En uj ♦ SURFACEI I ® 3'�I IRUND 00Sr GROUND -x 2X y • TO BE A3 EXIST. zc'? c'7 IF CAST IN 0') Lu PLACE, i• 49000 PSI IF c'7 PRECA yrs?:ils�ii.W1.•�s ,• CO.� . 9Z__ ��- N o L1 BASE 4" Min EXlST. GROUND 4' MOOT 21A STONE BASE - ►ppT S/r)E • • i OR #78 STONEBASE i..T SUBBASE CURB. , IR, STANDARD 4' VDOT 21A STONE BASE NO SCALE 5 O fit ' Z 5 o N g� ASr z 5- N EXIST. GROUND ° Q Q (DRIVE AISLE) DRIVE AISLE) 5 1' o'j Lu z FIC -FIC 0 In z z H CD vw 57' R/W TYPICAL ST"" - FONLFR STR .ff - ST"" SA TION' (57" R/JP) Q C J ` O 0- D"JUX SPr" ,W JfPfl NOT-:• PAR"M OAT DNA' SIDS' ONLY EXIST. GROUND v- -` EXIST. p20UND ! � LOtayB ♦ �� LOT' C i LOT f1f ''� P S c Lrns{9 ', LOTa%% wt Ks r� - _ Lmysa • --___ C4. +t Y f } Lmg LOTw I Lmq/ T1 Lm.a �I wT} I L.. ( LQt C Lar{b I wT. D I i plus � .1 9 3 ; sa »� o� ; U T I h}, E , Y r LmaSa :} Lm,Ti Lmx�f LOTaA Lm,e. Lm afa ?E� ,`^ :� •4.f�,•`t�.�}•. wT.Ti !p ((y� GRIVF L, . 0 QVE'X' Lown wTSN1_- - �LrnaRe F • R Y°f IJ RI �'.Y:,'..5.".^^'.r'.': _._�'-_•--_=,'-'�wz:.t K`...= _ ,�;. AOT <-� •" .'-- _--' __.. -_ �-- LmasL Lorass <.r^�.r^�D JJ� ,,,,.;".f ✓' LmfM Lm,89 LOT'S : Lor,ea Lm - r - (DRIVE AISLE) CG -6 CURB & GUTTER u BASE DU LORA `'UB4 V SI TRIP GENERATION PHASE IV -A ONLY TRIP GENERATION FIGURES BASED ON ITE TRIP GENERATION MANUAL, 8TH EDITION 11 SINGLE FAMILY DETACHED UNITS - ITE LAND USE CODE 210 AD T.• 105 VPD (52.5 EN TER/ 52 5 EXIT) AM PEAK: 8 VPH (2 ENTER/ 6 EXIT) PM PEA K. 11 VPH (7 ENTER/ 4 EXIT) 22 TOWNHOUSE UNITS - ITE LAND USE CODE 2JO AD T 128 VPD (64 ENTER/ 64 EXIT) AM PEAK: 10 VPH (2 ENTER/ 8 EXIT) PM PEA K. 11 VPH (8 ENTER/ 3 EXIT) TOTAL TRIPS: 2JJ VPD (PHASE I V-A ONLY) r IG OR1VE AISLE) R/W POINT OF CG -6 F7INMiED GRADE CURB & GUTTER SURFACE 2X EXIST. ND SUBBASE t _a4 EXIST. GROUND 2.5 .5' 20' R/W TYPICAL ALA INT - NO PWRffING - ST"ZT S =10N (20' R/IF) ,V"IC1V SPXr& 85 MPH O- z O • F U) - CURB En uj ♦ T ® uj O I CONCRETE u •A Wz y • TO BE A3 zc'? c'7 IF CAST IN 0') Lu PLACE, i• 49000 PSI IF c'7 PRECA yrs?:ils�ii.W1.•�s ,• CO.� . 9Z__ F N o L1 A SE 4" Min 9000 o00 0 Z • • i OR #78 STONEBASE �--� CURB. , IR, STANDARD O NO SCALE a -0- APPROVED SOCA FIELD f TH OFA SCOTT R. COLLINSZ J Lic. No. 035791 � ,rd�O��s ���w�• SIONAL ETS 3 z O a U) D En uj co D T ® uj O J Q )� u •A Wz y zc'? c'7 0') Lu N w SCALE: 1" = 150' (VARIABLE WIDTH) All 4" �-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP OF 4»--I 2- R CURB a 7" �VDOT #57,#68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. z T Lu zc'? c'7 0') N J c'7 Q F N o L1 Z N �--� O ° O 06 o N N F_ ° Q Q �1 d o'j Lu z 6w 0 In z z H CD vw v Z Q C J ` O 0- 0 0m J o� ° 3� J 0 Lu 3 z 0 C x Q) i W G 0 v 0 - v W Eo �� V) vi c a-. v 3 0 v Z c: W W Q Z w `� cc Z O Li U U) Z N W J J C O O C) U W QT� °0 Q O O a_:6 r� W � V _ O W 6 C O O U N W a-+ J C 00 O W J o w E 0 LL U E - � O �o v c JOBNO. 152121 0 En > ° N SCALE rr AS NOTED c C � v N SHEET NO.a a En � 3