Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUB201900071 Plan - Approved Road Plan and Comps. 2019-12-18
GENERAL NOTES OW R/DEVELOPER• STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 56A-1-26 (4.403 AC) 56A 1-1-26B (1.865 AC) 56A 1-1-30 (2.258 AC) 56A 1--1-30A (2.638 AC) 56A 1-1-29A (0.604 AC) 56A 1-1-29 (1.146 AC) 56A 1-1-31 (0.696 AC) 56A 1-1-27 (tl 680 AC) 56A 1 — 1-26 (0,539 AC) 56A 1— 1-28A (0.566 AC) 56A 1-1— 36 (0.589 AC) 56A 1--• 1-36A (0.434 AC) 56A 1-1-36B (0,40 AC) EXISTING R/W TO BE ABANDONED FOR WAYLAND ROAD, BURI'ORD ROAD (PORTION OF) AND Mc COMB ROAD (TOTAL R/W-1.92.9 ACRES) TOTAL AREA: 18.347 ACRES TOTAL AREA PHASE I =9, 732 ACRES TOTAL AREA PHASE If (RESIDUE) = 8.615 ACRES ZONING. R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT PROPOSED USE. SINGLE FAMILY ATTACHED RESIDEN7AL UNITS (VILLA UNITS AND TH UNITS) OPEN SPACE• TOTAL PHASE 1 OPEN SPACE PROPOSED = J 56 AC (36,58%) TOTAL PHASE I OPEN SPACE REQUIRED (25x) = 2.433 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE PRESET VEDAA NA GED SLOPES: NO PRESERVED SLOPES OR MANAGED SLOPES EXIST WITHIN THE LIMITS OF THE PROPERTY. OFF SITE PRESERVED AND MANAGED STEEP SLOPES HAVE BEEN SHOWN & LABELED ON THE EXIS77NG COND117ONS SHEET BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 3.5 FEET SETBACKS. • FRON r° 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE. NONE — MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE. ° 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS. ° CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY.• 7HE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING 1N JANUARY OF 2019. DATUM: NAD 83 EXISTING VEGETAT70N: PAR77ALLY WOODED NTH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS LIGH77NG: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT ° HOWEVER, ANY LIGHTS OVER 3000 LUMENS MUST MEET THE REQUIREMENTS OF SECTION 4,17 AND BE FULL CUT OFF PHASING: THIS PROPERTY SHALL BE DEVELOPED K17HIN 2 PHASES CURRENTLY, THIS PROPOSED PLAN INCLUDES (1) PHASE, AND PHASE 2 WILL BE THE RESIDUE PARCELS. BUILDING SITES PARCELS 1-50 EACH CONTAIN A BUILDING 517E THAT COMPLIES NTH 7HE REQUIREMENTS OF SEC7ION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE BURIAL SITES• A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL 7MP 56A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE W17H THE ALBEMARLE COUNTY WATER PR07EC77ON ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY 1.5 LOCATED WTHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP,451003CO229I7 DATED EBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED NTH THE DEVELOPMENT LANDSCAPING: STREET TREES ARE PROPOSED NTH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE" NTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 32.Z9 OF THE COUNTY CODE RECREATION AREA: PROPOSED 2.55 ACRES (OPEN SPACE A). THIS RECREATIONAL AREA WILL INCLUDE A CLUBHOUSE OPEN FIELD FOR ACTIVE RECREATION, A TOT LOT (MIN, 10,000 sf), AND AN OUTDOOR PA770/MEE77NG AREA WITH A FIRE PIT TOT LOT AREA SHALL INCLUDE THE FOLLOWING (AT A MINIMUM): ONE (1) SWING (FOUR SEATS), ONE (1) SLIDE WITH TWO (2) CLIMBERS, ONE (1) BUCKABOUT OR WHIRL & TWO (2) BENCHES OPEN SPACE° RECREATION AREA OPEN SPACE (OPEN SPACE A): 110,922 sf (255 ac.) ADD177ONAL OPEN SPACE. ° AREA B. €3,698 ,sf (0.20 ac.) AREA C: 21,557 sf (0.49 cc.) AND AREA D. 13,788 sf (O, 32 ac.) TOTAL PHASE I OPEN SPACE. • 154,965 sf (J.56 ac.) — 36.58X OPEN SPACE (MIN. REQUIRED =25X) IMPERVIOUS AREAS. • Existing Building & Structures 2,975 sf Proposed Roadway & Parking Lot 75,500 sf Proposed Sidewalk 23,375 sf Proposed Buildings 56,520 sf Proposed Driveways 17,800 sf Future Impervious Areas 10,650 sf Emergency Access Road 11,575 sf 198,395 sf (47% of Phase 1) 4.55 ac. PROPOSED USES. ° LOTS: 145,104 SF (3.33 AC) ROADS (R/W): 123,864 SF" (2.84 AC) OPEN SPACE. ° 44,043 SF (1.01 AC) RECREA 77ON AREA: 110,922 SF (2.55 AC) OFFSI7E EASEMENT- ALL PROPOSED GRADING SHALL BE CONS7RUC7E0 ON SITE OR W17HIN EXIS77NG RIGHT—OF—WAY NO OFFS17E EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT, NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE W 77-1 VDOT AND ALBEMARLE COUNTY STANDARDS 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 50 DWELLING UNITS ADT RATE — 5.86 VP[D PER DU = 293 ADT (146 ENTER/147 EXIT) AM PEAK RATE — 0.44 VPH PER DU = 22 VPH (3 ENTER/19 EXIT) PM PEAK RATE — 0.52 VPH PER DU = 26 VPH (18 ENTER/8 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. ALBEMARLEWHITEHALL DISTRICT COUNTY I J SIM E ET LPAYOUT SCALE: -- f 0 Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION FLAN 3 OVERALL PHASE I DEVELOPMENT PLAN 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING PLAN GRADING PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 ROAD & WATERLINE PROFILES 15 ROAD & WATERLINE PROFILES 16 STORM SEWER PROFILES 17 STORM SEWER PROFILES 18 SANITARY SEWER PROFILES 19 OFF -SITE SANITARY SEWER PLAN & PROFILE 20 SIGHT DISTANCE PROFILES 21 LANDSCAPING PLAN 22 LANDSCAPING PLAN 23 EMERGENCY ACCESS ROAD PLAN & PROFILE 24 ROAD SIGNAGE PLAN 25 ROUNDABOUT DETAILS 26 ROUNDABOUT DETAILS iE TOTAL NUMBER OF SHEETS NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. EXIS77NC CULVERT CUL VERT - d DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT - - EC-3A DITCH �., DEPTH OF EC-3/1 DITCH EC--2 DITCH 6m DEPTH OF EC-2 DITCH ...� ,., EARN DITCH DRI VEWA Y CUL VERT BENCH MARK ® CLEARING LIMITS 4- EX157ING CONTOUR - w PROPOSED CONTOUR 240.55 VDOT .STANDARD STOP SIGN �— PROPOSED SPOT ELEVA77ON l dfl_71 _ s � � 0 8 w a a > 0 0 cd Uj En v U n W W _j cn LU w w LU < < w 9XLU ® 12� LU LU In w LU LU 06 ce rn APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARI3 DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNT' SERVICE AUTHORITY VIR GINI_A DEPA R1V_TENT OF TRANSPORTATION HEALTH DEPARTMENT ��:,a�'ra:r of +�r.� ;•.,. z c; Y; �ISjp; jl I::�ii II N LU)LLJ JOB NO. 182154 SCALE AS SHOW SHEET NCB. 1 z w z J J c.� 0 v c 0 u -F 0 0- C x Q 0 0 a Y 0 U 0 U 0 t a U 0 U 0 m E 0 v 0 U 1 1 -mot_., _ } � _____ 1 f-i 1 _ �` 1 _• _-------- --- --__ - __ -I--,- -- -- - -. _,_ - 1:7- 1___�__ , _______� _- kA\ i } i j t -- 2\ I IF ---J- 4 lL � Ii t t -----�Ii \ •» -_----.-_.. \ __[_r`��\ Jrl ii _ '' � ry Yy 1' j _ } j � j -\ t t 1 � U 1 t � ' t t ' _ _ _ \ - - } I 1 \ 1 s I } EXISTING MANAGED } tj } 4-11 ____ ___ _ ._ i___.. _ } - _ _ t j STEEP SLOPES } __ _ �,. -A�__ \ - - - - __ -- -- -- - -- --� -- -- - -- -- -- --- -j L- w _ _ - - _ -- --- __0_ __ "-• -,' ,- __. ..mJ _ ` _- -_ .4 . ) _= ::::=i=========_::�/ 's--'_ `` " __.__ .:. ,: :, ..., .. _ ":.. , 1. 11,, �.__ _ __ _. _ - -- -, _ __ ._ .. .. .. .. �y -� rY-44-F T1 fTLT1��1�1 1 1 1 ICI 1��1 1 1 L J_I I I i i T t4, I-"t i (I 1 1 1 1 1 1 1 I I I I I! I I I t i I I 1 I I I T I I i I� I�II_I L I_L__E+kI_l I-_L-.i _f_I I I I I H+H+" 1 1 i! I I I 1 1 1 1 1 1 1 1 1 1 1 I I I-1 1 1 1 1 I 1 i 1 1 1 1 Hr4TH 1 I I I 1 1 1 1I1I1i 1 1 ill I -P I� ��I�I�� I 1_I 1 I+II I I I I �kH_I_l_I_I II�� 11 I I I I I I I I I i I I I i I I I I 1 i I I 1 I 11 I 11 I I I it I� t t! t I I 1 - - --- �I 1�' T T-I I�I 1Ti i�l I I 1 =- __- - ---- rl�T1TlT(-�i T(T�1 I I l (LLI 1TTZTIT I� �T�fI�T T 1 1 ( -__-.-- --- ----- -. _ _-----'�LI i ----' �;' _.� � � •__---'� _.. � �' I EXISTINGGRAVEL'ROADTQ _ EXISTING RWSA --- _- _ /- --- i _ BE REMOVED. INITIALLY.ITUGKINGHAM BRANG> t RAILROAD '� _ -- 1V WATERLINE EX4TINGGRAVELROADT.QBE ,� ,-" �`�" .,- - "`_ _,. .._ -- - _- _ - (7..WILL `BE USED FOR .: :, - .... , -.... I _ REMOVED.FOR NEW ROAgWAY ~ s ,.* r f r _" --_ems - ,__ / _ _ _ - ... _ _. ', . CONNECTION..INMALLY IT WILL BE i / / - t ��r �� x;� �. , ,. CONSTRUCTION ACCESS. _, -,---- ,-. • � � USED FOR CONSTRUCTION ACCESS. _- / ,r / I ,!:-�`:-�,1r"` _ ,�<�i'' 'S`'i` r"'2..,,4 i� ".4J'� ^'^,_2 4_;t isc� 'rrrb�,�t''ar�""� ...�`, ! _ - _. f _ ®- - - - -- -, , �aq 44 oa.a7 E26 ":41 QN S. ( 542 58 47.39°E-7 .17' t / r '" ^` r ��- % 0 / �`- ",.r a7�t2°, r n r / c" 1 a � _ i Q I i - -' 7 / `" ' n --- - r 1 ._ r": V r a .r. � ., k�. ;. > , "'. "Vic`,.. -- .. > i `r;' ,.._� ,,-,-^-_>_A".�_ ,"?-'.- y 'r ,�- t 1'-c` r''N^-; _ ,--.r-.-„> vs,i�* . a S x ,,• _a 'J- .,. ,. - .. ": .:. M ... .. ,.^�T-:n.' y __,:.. � - '-"3 .mac--�rr'G <., , i-ter'.-r. DI3 26 / i n 4 _ - T ? / 3 ,.. n yy --t r ' f' .,x . tr..�.v"#�-i'c' -r :.,u .r,� >�, 1.. �, , f _ ,. ,`.1. ....e:l,,.�a'. �.i .. r ''R ... n 1. .r- ,.., ., . _ r ,- ,. :., r .. :.. .. .... sr�s �:[ r ,. k W fr ��-. ,.. -.e_ N �--- 1 T ~. . . `a„"Y _'S d. . ,.1-1 .. A '3 ..- � '].!r -,.., >... „1��� „ {?S 4 1. 4Y, :•��. a "ii ..--•--^ .�-- .y x w -:r r.• :r .. , . ° ., �1 ~ - � ,+", z „ o �.,� �"" , �.. 5+.t�.� , ,f : v � „i, � , v. ,zk , ,;_ t ,v r? n,. �y a _-->-,,,»--Y r :�-..�-�{„ �--..._-- ,,� r,. ! �cd,+. r " � i �.-�,._.,_ .��_.: -,+. a J,: G.t>':r �a!"a r `'d , ., x�. ,� L >Mv".<£:,+ I.n+•;'� F-a ,S. ^, z �;s.�^*w, f .'�r {:'r' ,.� � '._--._---- / �� � 't! _ _ __ _ _ _ _.._ t I S42'56 34 E 246.8 t I��� ? 3a' R/W S42'5513-E 424.88r( t j r' , <;t' - , ®- - 1T /` - > ` - - - - -� _ - - _ ' _ _ _ m _ _ ' S25° 34' 03.86"W 32.65, y , r,, % - to - � k _ rr' ® - - - - - - - - ® - - - -�r ,g i \ j 1' ! i..r' 7 �' , = h i1 :77 --`_""'r "' _,� / - f ;...," - - - - 1- - r1n4 G '~ - -'. ---"-u' - l _.- . _ - " r S43'29'52°E 100.0 S " 3 ' ; r ` / / {{,,'': / r 188.62 ,r/' 52.2a 2 / - EXISTING AC y -- '09 52 E 172.30' r d S42°56 52 E �.30 1 -�- _ 'y _ - l l / t ' ° 525' 'a4"W`�` 8 ATERLINE I jt -- --� " /� S ii4i' 8-w S45 /; - _ _ � ` -! J _ \ 1 d; ' r / / f �i, / r ` d r / . ,-`_--I, ,/ 21.50' �/ - t ' ` , ? / ,` ,, ! Q � / / r' r' / ` 7 % , , _; / 4 / �, / 1 ,� / , I r #� F i ,-- 3 ,,: s �o w / 50 00' r ' I __ / S25'31'43 W 183.42 (T} /, ?} / I / , ` EXISTING VACATED PLEASANT GREEN STREET r/ -> / SM CHARLOTTESVILLE LLC z , !✓ Qs� / ' t i r/ t SM CHARLOTTESVILLE, LLC --- t s ; ° 34 03.96"W 5 .0a" ERLINE ii - (WAYLAND ROAD -GRAVEL ROAD} / ' /``� r' SM CHARLO SVItL.1=, L� f / I �us TMP 056A1-01-00-02800 ,T �// r �°�/ °~'` i -`' r� / // 1 ,'' TMP 056A1 01,00--036B0 � I MENT rr0 11 r'� ' .'lr 40' R W /` �� "ice- / / hh r / / TMP 056A1 Ol Pb 02800 r ✓ / / 0.400'ac. F __ PG 380 rr• / I , ., ✓'/' ,�, _ /DB 5104, PG 10 / SM CHARLOTTESVILLE, LLC /` ��� ,? { 3 `-` - - CP N f, 0.680 ac. / 'i. 0.54a cc. 10 / %"\ /'� / / / -- ,.} .. r ca // , ,, / ! ��/ DB 5tI78 PG 748 '` // / -` _ _-_� - -- -- - �� 1 / ?5 �,� �C, tr �� DB 5104�PG 510 it t„; F,,XI,STING YY� � -p TMP 056A'1-01-00-03600 ,' / /°' .r�r 195 r' ' / 1 fr > f'` r �I ,� rK / 'h// � £iz' / r JJ .-FENCE Tf3�E 0.590 cc. / / .. a 'SM GHARLO t' �, � j / / �� REM VED �' / r /' � ( /' .n, / / / / r ra DB 5104 PG 510 / ! 41�- '/ '' r,,° r' r'� 56A1-01-00-026A0 a`f'c}� j,I /``! // / CDC' /'� / ` // r // �� try"" / rrr _- � / �f # }, - C� } /In >j ' r / / 0.900 cc. \ , , /• /� `�,, f/ / rT ,. /r // `EXISTING /,' le �.p / �\ / ,, \ / / R ��� Cp M \ ' DB 5127, PG 677 � � �, ° / r / / s ,./ t / . 0 p 6 f / \ ,/` / r' , - � I � Y i ♦I ;>' FENCE & f 1P } �� pp , v r _ --_-i r /` " / J \ IN1 ° 30.70' 2' �,� ' , f SM CHARL01 SVILLE, LLC , ` tN r r r ''" ~ ' _� �. !- �'-- - --- \ 'a''I. , GARDEN TO '' ` Z / 9l / P 0 'a Ts (' //, - /r FS rI / / , ,,--''�,_____ ,_ _ I r : r'r l d- o .,.,, � PORTIOIV� OF�GRAV•EL� � ,�' 11 r' ,yQ~ ��'..'°'�y J / ��`�.. -'r}. t TMP 056A1 01-00-02BAO � ', J �9g" t }} \,. sct , 5 ,. 5 p ,� ' t.,^ �� ','I v\ \ ° / � ACCESS SHALL REMAIN � -/°. _�• , / Ca E oaf // rr � y BE REMOV / 0. 0 cc. 1$ N / r nyI ,. Y P� P p p25 Pp 3 2 : >\} \} / / I '1'a / �� �. / I DB 51 PG 510 1 7s+ /� /2& �' 136, t \ t r . ,'' / DURING PHASE I / �`, / 7 � /' / r' / r`/ / t Z / vUv \ \\ Ltd �/ -� \ i ,11 , I ,' / r VS i rft ,. /, , \Gj f !I / t7 I i \ �}g - ;\ I r /` / I _ _a- 1 ;; ''/i\�`� `r, �� `_/ r t'jE• A /'�� \\ SM GHARLOTTESVILLE'; LLC ', S' �1� '�.'� ` / r' / - - 1 #'S " 259A9 r` � 2:t, ./?;`A..!A �' �,\ � // x'�i f �'tih``' / / _ *�' ¢�¢0° / / A � � TMP 056A1 1 f �� - -0-p4-036AQ z /� ~ -I \*` r/ / r- -_". -� 1\ P, `. is rl� fir, t (i r p K/ > 0.430 cc. '' „k,.f ! ' �'.��'i �--� r ✓/ 5 ,>'� / / r / _ _r� f_- , k"'T.1' / vt3.F,a-''n r*�.,y / __ �/ XISTING H60SE & " '_ `, ,0�71$> . � „�•� o � \\\ DB 5104, PG 510 �t ,,- QD , ,.� �'--��."�.'`� ''-- 2, R=2918 B9' L=29.407 R=35' I r 1i , � � ✓ 1 M! F W <`Z - - 3 &4111401 L 285i305, R-55' ` rr ` ` J tri " a J / TRUCTURE TO MAIN & \ % ` . Gr r "` > ° / §00 43 26 E 1t e ` / / �' ) r .� � \�..7')� \ 0 T4 a' , . 1 t 613793 , q t r t /TO BE USED BY THE HOME r \ , _ _ p r fib ` 1:1L=29.4�9r R=35' / \\ r "-'" r , " F o ...... _ - _ .. -EXISTING Sli EO'" ...w... s`� 79.85 { - / r ,' �r t� Ir ,;.~r SI LVEA, r=482493 \ / ' .,- - / I ./ ' r' / OWNERS ASS CIATIflN / � '��/ �'� g p a, ��y ; k , / - / ,° SHALL REMAIN I' �, '" % ,° / ?� XISTkI�1G PROPERTY & t \ x " V P 056A1-01 �E3 -035A0 % _`' � f - /' r/,._.,- I _____. ` "'1 ° / y SM CHARLOT ESVILLE LLC r RIGHT-or4vAY LINES '/ ` 0.255 ac. ✓ ' ~ / - DURING PHASE I , ? , rr / `1,r - - � r \ L TED WITFIIN PHASE 1 , ,, , � l �,r / y I / 1 a'a:�---_.._-' b / / / N TMP 056Af. 01-00-02900 0 �v.;� �' DB 436, PG 309 / � / / + _ , I 1 ,`_ , € d EXISTING PLAYG "GND, 1.150 cc. EXISTING I/ LI FTS TO BE VACATED, TYP. ,:s, ,_ / ' / { ,, SHED,S.STONE.WALLTO c "^--•^--.- - /� , EXI NG HOUSE & A --- y- \ / � _ - / / \ 1, •, �y T 8E REMOVED _` B 5,04 PG 510 X 1 FENCE TO BE ,� t L=19.971, R=12.500 �' "' ' ° rr 5 / J? Y _ _ / r' / /r F PORT ON 4F ITS GRAVEL ` // a1rZ�, (, ; / REMOVED _ g, rf r 525 4 a4.6 'v+r $5 �_ _ - r'� / SM CHARLOTTESVIL,LE, LLC / -•-`1_~_,. AC ESS SHALL -REMAIN % � %�, % . � 1 / A=91.5408 � tr � }} , -f ° / ^ - - __ I / TMP/056A1-01-06-02500 I URING PHASE'I, /' T'` ', '. js DARNELL r - , �D / x $, Lti352.277, Ry2128.000 / / �M GHARLOTTESVILLE, LLC TM 056A1-D1-00-03500 ' , 4.39®>ac. / /' / / ` � � t r �= 5262/'-_/ / P 056A1-01-00-029A0 _ _ \ t h fY / - _ r I - J / DB 5127, PG 6J� 1` - `__` - __ °, .- _ _ I // / `'", Vo• X /i I / r. / / 0.600 ac. I \ 20 2,-P / }I r r / > �q DB WB162 `� 12 r ✓ r // G r/> '` / i (..' , Cgs[} t =�/ B 5104, PG 510 � I" 111,* N65° ' 34.43 9:86T_ '' t ` e I d /'J> - -- '`�' _ �.. / rC /;, \ JY `�, _ 218.z$' '` ---- _=42.052, R=20a.500 7' ��,11 �- PI ,, N EXISTING ELLA s` °r r '.-`' rR%g ��iz1217a �. R EY, JOSEPH L RESA F 4" ' / \ \ / � k / , r1f D - _�'� - rr r / TMP 056A1-01-00-03 \ 8°3844 E CD '� r' r'- / \ SHALL MAIN � / f / a '"+----_-_ _ _ -® �" 1 N25 0' 57 E 57.78 h BM �'1,~.-''' �� 3.98' , `y ' I'� '' " I \ t t / ,r ; / d I S3 �. \ ____. W a.57o ac. r- r , / r URIN RASE T / , r .1 27 L=22&6 5 R=306.500 - _ �' ` ; -fzs_ __, - TOP MH=727 53 r , I P } _LIMITS OF PHASE , �. 67' 7 , ;; D-,r2.1,# PG 20 ,F I +, ...- - ,/ - / , -- 16 � _ 564 33 35.43 E�3Q..Q 1 � r, rj r r I 7 srt: /.. ly� _88&y) _ . _. i / _ �__ 1~-a / r- `"; / ,' PROPOSED LIMITS �za�' t / \ r ' - - I w /' / ,/' /11 I \ _ � '- / s�; j'. .. : ;r r �KDISTU�6ANU_ - - ' . !, Jt,I87• �`' *( .2 `, - 1 `'_`l' �1 \ (-c J_ - ----� rn/ >, _ / /, _ -\ `, _ / r ! ✓& GRADING _L 15 R=23. - - - , � �d � -U0, � 1 a-',\ � /'J' \ e _ ' ` - ` ,��, °-� _ / r tBA R, JAMES L OR e//' J 'l,- - - -' ,�' �, r / / r \ , ,rNbB'2911 i'1 of - _---- - ,5 ELO T' J \ _ ✓ / / 5M CHARLOTTESVILLE, LLC EXISTING GARAGE r > _ �!r --18° 38' 06.67"1nt -2 Q ' r i _ -- I ! ,� - `�0 >TM 05 1-01-00-033A0/ SM CHARLOTT SVILLE, LLC ' • f - "I J ' / ' ,'\ I ,TMP 056A1m01-00-02600 SHALL REMAIN ./' .1 � / r - - - - 1 t / _ a w L�$83 �R=3 500 - ` ` --. _la(ISTING`OYERHEAD UTILITYy�NET rt -_ - -- 2\ \ f r / / \ I DURING PHASE"I - ; _\ 0.52a ac. f TMP ,d55C0r03-as-aa0A0 „ I / / ,' }4ao dd. - - r / 11 2 3fl81_ BE RECONFIGtlRED CONTfiACTOR _ a B r / HALL CQORINATE THE' ELOEATIpN / �` r 1 DB 1980, PG 534 / ,' 12.8a0�a� ` - _ -,,-,_,__•-.t'- � - _ // r /, f' . \ �`.,. DB 5104, PG 510 /' / - . -- - - -COMPANY, ��`�` TO �F, �1 585 \ J � '*-.. 4 r / r' / , r / ,, I - -1 ------------,.. i r/ (/ t // y. j` r ~LIM F - ! _ - 1 L` / t / ,r ; "• _. ' /''' ' dr % `` �I '% __ �:/r / ,ter f-" r -_ _.-.d_ _ EXISTTfVGM -)' - !-..,__~ 7r s {Y` / / �, r _.,_..- _. I --- _� r ,f r' > / EXISTING SHE _..__ _.r.-ir- r � - 11 EXIST ` - ' A, DANIEL F 0 ANGEL r ? ✓ d' ,, `CLEARING �` •=�, \ / '� j / `, _ _ ., 11 /' /- ✓/ F_, t ter` / / r` j Shi FO:NIAIN I '~ _/ /r ` r' r' /r --1 SM C ARLOTTESVILLE, LLC /-, '' REMOVED' �: TM 56A1-01-00 03300 i R°+ I /'^ \ r° / fr` - _ _ - _ >' >` r' '' r' s L ' ' -"`BUR G PHASE i .,. (�-EXI.5TihG'' TAINI / r'!' - - 0 0 v N 5'23 02 _ _. r `- , 5 26B-33.345,_R=25'�®Ct / , _. / r / ,` \ ' zl / r'` �tLuFIALL REMAIN _n ! - m 4� "!` - - '°"' _-_ 49.11' 24164 PG_ �t TMP 6A1 01 00- �-- __ . �. .. �--_ "`-' � .-' 1.900 ac. _ B 3, 21 ABER, J E L- (3 / / , / r _' _, ,- - ` - _.._ --- r r // / \\ ``,", 'I 1 r ,,..., s . .- - ,. ' w. - ! _ �' -� � S2 / _s" -- � II--„__-- __-_-- > r / ° \ `- ! I , \ 1 C -_ - , dt , DURIN�C P�IASE I' l DB 5104, PG 510 j „ _.--_ - - �\ DEL R - J 1 f - - _ ,,.� r �.' � � __ tL .- rr / // /\\ ',\ 1 'I t � - � / ' ',-' .-- d' � -f ,,r ~,' r.' � � i ,,.� _�- / �i _ `' -.,, - --__ _- _ _ - .' ,� �... � // N � �, TMP 056A1 Ol- 0-D3200 - - � __ _ __ - / / t , I - ._-- "I / / -I �..,.� rr / r/ rr ,'`� --''- d ref / ,/- ,`' /,1 - - - ,f ✓' �'� w _---------` �. �Fa_ �.. A\ - ` 1 / / D.5 ac. / `4 ,'l` -- DB 1222, PG 397 - - / / - - / r r _ -- _., / _(�_•Y=_ '"~ rf f, f-5a.o4,.R�524.5ao x_ r /' r' �' �,..,' _ ' -:•' / ,, /' b6l ` ." `-,, m.,.�'~'"�.. N '' BABER, JAMES L OR r , i i >> J�. / r / r EXISTING -CEMETERY I \ / f,' / /- _ -- - > r fern / r h! Y-- _ x - - .._ _ - >" --'----'---- ! -a . I / /• _\ , t I _� / r ' L _ ,'' /,,. r / - ------ - _ _ '' / DECOKES J �s _,, :-'e'` __ :' _ ,/' //' % f^ TO`REMAI[V .\° _ - E; ! � � - -''F �,3e / _ �,r _ ~`• TMP 055A1-01-00-03280 f - M- G,HARL-(STTE�VILL C� EXISTING LOT LINE __�_' e.' - .. • '' - - s r.1 / / ____ _ _ __ , \ ' TAP` 0 &A1-a1-00p02600- _ - ' " b„l \ - � TO BE -VACATED_ _ �/ � ,. , ,6 , f \ ` - e`. �- / / / a '--- �._ f?� r .r * r -�-.1 _r, /_... \ \ '. ''"'.� \ 0.060 ❑C. rv...,, - - r ,„. > -' j r x f `- k- ice __ _P'e`��'rb�,-- -' �. \ -\ .\ -'._.. 100' STREA/M,• /.-' //' //`' �..►.. - ',, „`._I__•__',. ___... _ ' /ram,,__1 ,,•8:8.3:� Vic.^-----.� ._--wr-EXISTING.'- _ -` .*h/' J,- I � ! -_-_-_--._._._. ,_, ._ \, .�\ 3 � " -. - -0 �.:,, `~ \ DB 1222, PG 394 f ✓ �0- ,' ,- 0 2 '� i r /' O ; I -.,_, _ -_._ BUFFER/ r r / f'- .- -•__. _, ,..,~' t1r �� �_. __ _._,_ _ �`" ��� \ ! \ _,___ - -- __ /- q,, 6i - \ '', / r ,/ I - - .a' D 0 E P / Y�_'�'Y-`r, _ �4'- \� \'* ° , \ • - -- �. _., � Br5 11 _-- 10" PG 51 LINE � s "� _ �i L-17.5 R-12.500 r �_" • \ / 4, \ lam' /' (� ®, ( rr oo \ , ,, � ,, I_.- - / -. -� _-_.. =� "� � - �._ s'r~ ' _ q� / - tSTING, , A ZELL o - `� ° n E o / ® \ ®� - -- ___ ---- ' .r ,' r- ` _. _ -- __ a � -N14 3 48.52 W 5.79' -8L!'L a8 //` ! - FF� CETO BE , \ A a ' % // ®o \ r 'd1. 1_ > a" -' -_�` -'d --- / rr y MOVED \ / \ � ER, 0RY W I _ u I /,o" _ , ` TMP 0560 1-00- / / '\ I I / -__.-- _. ' s r' _ _ � , � ✓ � EXISTINGY �_ \ \ \ D.26 ac. / / j \ ^' - - - / ----- _�i yr/® Y-_------- ,- - -_ - _ /, !! N75° 2 I F.48"E 49.00' / � I `` � / \ , s o t r J 4` rr' ® 00 ® / TREE LIMITS _. /_ \ \ \ \ DB 2194, 58 \ ""� , 4 . �,� I -- _. __ - / - - - -- - - / - o o _ _ a t� ®®® ,'r L�31.864, R=225.50a ° " 5M,HARLOTTESVI LLE, LLC / � I 'I �' �`'i / / -- I- ,_.-------- _ as ®oaoo -_ - o 0Q000 N6 ,1 a2.28 W 24.56 TMP 056A1 a1-00-03000 ! /- I/ t /'t � J // oo _. 1 _ _ - -��ao o° l - - - - - o®oho_ ,' ®=8.0962 ! / / r I V , J , '- ��0�.0��0®���®��o_oafo���d �.�_a�o�o�o�eo®oo r -1 - a _.��1: •" ®o®o ` _ _ REBID LAND FROM ! L=8.169, R=87.5 D 2.260 cc. t iI / t \ '� 1. _- .._ `_. -- /' ,I f� / ,-! - '- - - p rrd oo / TMP 056A 01-00-026B0 ®=5.3489----' 0 DB 5104 PG 510 / b ? /! / % ! li 'I S't as '\ \ �i } _ -- , ,_ y _ ;"r �0 TO BE CO INED WITH � �h / / 1/ � ! `// r \t /, \ram' '/' ✓ /_ ,ark`: .i I O!"o TMP 056A1-0 00-02600 �/ L=26.898, R=32.500 / / 1/ It+t !! st '�\ V j r (_ \ , ° _ 1 -\ -3` 88"W - ---® /` �' .�'. I t � / o® o „�=47.4192 44 / / \ / / , -- - �- .^ -_ / lk\:z / 1 !- c► �14 50' 17 56.20' / ` �`-3 f I �/� r t+ tr's� 1t =I I ''r_ f - 4 pe 26V2, - y , / i -- - ----- ^7 tr _r �"••,�D� j -t i _ -, f / WO \ 1 l\ 1 ✓yam f ", - / ) 10 - fr //, / ``- - - ` . _ ,, _ i /~ ' rf / ,. ® ° ' - _ T10a --` _' SM CHARL017ESAl LE, LLC ``gam'!!\\ �� °.! „, �4+j,$7 r / APPROXINIAT� - _-,,... '______-'-, - 1 t , ,, 0 =57500 t '' ' `_-- ;,, 1 1 i ! o I % RESIDUE LAND FROM 44.707, R P 056A1� 01-00-fl30A0 �� f r � ' �' / LOCATIQN OF. 1 �_ f r - - ��o �o�� _� o��`®®�® _ / POWE•L5 CREEK ` ' - $ -_ - "` k �_ �1 ` �0 100' WPO---�-'�'� TMP 056A1-01-00-03000 s �- �><,5481 DB SC 4o PG 510 / q'r, Cj - ` v,� ` ) _�o� - r ®o� LL �_ I ao® FE . TO BE COMBINED WITH - - ^?%/ Jq �g T X BUI R TYP., -'. ® _ ,_, _ _ 0 / - _ _ _ / \ o , / P o5sA1-a1-00-02600 <L L6 7,34 Sao- '` - f/ '/ @� '_f__ ,_,.r �`�®®®o�o�o�®®oao� o®®000®a®� goo®000000000\\ /'-- -X-_r `if j \ o000" ! '� /r..' A=2 .5W3 J ) j/�cif e, Q; t: � .,'' ,_, ;'/' -, _ - , - - _ - -- r' r`� _.. y� 00,6 \ - / . � LIMnS RF I 000goo / 25° 29' 25'80"E, 2.88'„ I /� �i'.7C�4 h'` ,� ___ ® -- _/'11 - ,\ � k-`y STREAM,` / _? ! �® ®o _,O N55 29� � .,55 �,J ,. ,`',-, ofir ' ti 1-1 J ..� - - - - /" \--/ ---- r- \ 0®�0® -, `` t - / TYP. ,� ' ��� f / .: � / Q °/�� - ___1' �.' - -- - - - -' _------- _ _ ' "r �o�oo t _ � '�----� - � '` _ �o��o® i ! - - - - -gas__ �(` /// ,/� v h od� VUE REALTY 1'A TNER LLC > - - O m _. _-'------ -- __ jt ®oo� \ � � -� `'�_ / � �o o �' ��� q ,,® /.ram 1 TMP 0560 -0 -DO 15DO __ } _ _771 ,_. / r" " &� _ ._- -_ _ ---' -- '.' -. t Pa � �r f �Y -®� / i ®Q® V / ,> 21.8 aC. 4 -_-.. -- _ _ __ . ! ///:;rr- `; �`,'" - _ _ �® ,- ~;�`'�,. __ r �® i 36° 23' 36.a 38.68r il / !,� /� / fr / _ ° _ _ _r o 1a0 YEAR / ~ } 1 DB 4856, PG 582 I s i/ / ' _. •,.. a .. ..., - '1®` ._ , ,_ -•.., ` - - _ ._ _.._.`�� � 7 // \ , ✓FLOODPLAIN i` // ~I ��� � �9, � /r r �..._._._ __ _.- _ �,,. if n� '_, '`-.. r f ,` - r / / r / '" `~ ___, ."_. ; 1, - __ - - . - `, _ -- - _- __"_.._ �'_ � o�"' . � LI M � TYP. t9 0 '� _� 4 ITS ' I t �0 At /, / / _i _ - - n._ -_ ___---_______ 1 I" ♦ / � � ,° FISTING 04 4i '~, a t ° , 3a f �r / // 1/ __ --.. _ . _--_. ._ \\ �"". _ _ _ 1 .- - ` _• " \ \ ! S ° /!/,'FENCE TO BE --,�`?-- ,, , o ®0 08 67' ''', / /, I J/ - _ , --- -- -- - - - �'b, `� \ \ It } / REMOVED ./ { o0 1 7.� - ----,// f } ! �' �"„ Ie¢ o \ \ \ \ } , 1 ,' al / I / ono , ' (--- -� I I ! I � 4 1 1 `'� t / J � -/ a \ o - \-- /� t \ ____ -VUE R,�EALT_Y LPAftfNERS "LE.G ) t ! ! I ( � ,' ' " � `� I ,� , a ' ! ®ao®1 ti / TMP 05600-`00-QQ-11500 - \\( I\t t �. o/ /l /" f. 4q"i� r _,, / --' R }a/ .,_..._ _" f- `��®® �y y ,. w. \ t ti \ _ 1 / / r ~ -"----RESIDUE LAND FROM / 21 854 �C \ , \� \ r / / \, t t \ / ' R / - ' r �0�__ z'' --- p 4856, PG 582 '"°> ` \ \\ \,°\\\\\. \ "".. 1d I 1/ { ! r '.. TMP 056A1-01-a0-a3aA0 /r / , 000 - _ __ �'` ' y 7 Y- 3 Y > '0 '° `\ \ } 1 1, t \ ' o t / \ r TO BE COMBINED WITH / ♦ ®o` _ . �, w ® �� � fJ-11 " �.-A •"'\ E}iISI'I�IGPRESERVED5TEEP5L9PE$ \•" '���'�,'� ' a S ' \ I} r / TMP 056A1-a1-00-02600 r` / /�`" .."-'f �'' ®®oo \ m _._ _ 1 r \ \ i i e Z}!.F Vt \ �9# / I I , \'y 1 /� /F / ' / % ®moo )L _. -----_- -_ w _ \ \ \ \ X. tk. I •, � / � \ ,-{. Ix�� '� 1 \ \ 1 \\:. \ } ' !11 1 "d% �'`_p -f\ i, ,r,.� /; ` 1 / � \ I , - /\ _� ,� \ __ __ - __ ... __ __ - - __ - o0 \.•-\, 00 C / / �p \ ' -- \\ \ 1 \1 11 R \\\�\ ,\� \ I} O� \ i ,\ ' \t o 1 1 1 ` / f ,` I i ®'f-.~ wg00 \ \ \ \ �, ,' T _ /\ \ } 1 t } \ \ \y z - `. 00 I ; L66 - ` LIMITS OF L / ` t t \\ t � }�> , ,°, 1 I i t /r- I ` ' -` 6$__ - STREAM, //. f/ , �0000 n "} ' // , \ `\ "\. 1'�\� � �x;' ° 41`�\, '\ 40 I' '\ } �> I ''` TYP , ., ®®a��� EXISTING CONDITIONS NOTES: ili\ 4 ,`y ,,, \ i \ � \�_ \',\, \ o '\ / �, / _ _ \ \ y,.- ~ _ O-O 1 A PORTION OF THIS PROJECT (PHASE II -RESIDUE f \ "'• �,,'41. \ , , - -- PROPERTY) IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED �� \� �- // �\ \•\ ','.\ ;° ``'\` \' \� '' .`,� ®." 't \� r' \ `> '` `\ `'" // ON FEMA MAP NUMBER 51003C@229® ADOPTED FEBRUARY 4 � y � 3 \ ,, �'\\\ '' \ , /' t s + t J� ` 2005. -� % a }t ! / ,\b% ,, \� \ \ w \ \ e� •.o� i ✓� r t j 2. THE BOUNDARY LINE, PARCEL INFORMATION AND r \/ t , ' \ , \\ \ `\ 1.\ \ \ " \\- \ ' ' '� \ t tj ' /,,' ,,, \ '`, I I . -~'�® _�`�� TOPOGRAPHY WERE PROVIDED BY ROUbAIBUSi�i GALE AND �® -�'-..`;.�--..�"` \ \\ �-' - `' tom, \ , `, \ `k, .'`,�+� "'`ti"\` 1, \ \\\ \\\•\ - '` y 0 ® 11 ,; ,®},.\ "' 1 _�4 m \f, \,' (� I� SCALE $ 'r 1 ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD _-- L-�" �'I /-,l..i \ / \ b 4 4, �', .` \ \ 'y: �i 0. �, T -,� \ \ Y T j I t \ �� V ,\,,y\,,\ ti \y �--, .,, \ / \` �o����o®� \ \- i I VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2019. \ ,,,\,\ ,_\ ` , ® \ ® p® ao a ao'} riQi i�o �+a r 3. NO PRESERVED STEEP SLOPES OR MANAGED SLOPES ARE \ \ \\ \ -\,1.,,-,," \® t j 0 ®® f !\ J \ \ 1 ' / %' "� 1 r r � \ �,,,_ I ~-, ,, ; \ \ \ \ Q ' i�0 `�, 0 \ t { LOCATED ON THE PROPERTY WITHIN THE LIMITS OF THE i \ / r \ti' \ \ r , '_ PHASE I.100' WPO STREAM BUFFER IS SHOWN. `% ��\ v ,; , A \ A 1 �� t �� I \ A r I r r \ \� / \ '` , \�s ", I �`I \t\ i \a \ ! 1�4, ��� 4i��� _ ���® \ ! \t 41(� F`�''aI''i`r ±� f/ \ rr r d //J, �.�^'�, _.. y i i ..��' \ \v \ v* v�,��,' 4 \ \ i F'\ 0 \ v\ \ i% �� �0 A 4 t C�`� B �� ( _/r i ,' t / \ \ / \ , 1 _ I " ' ;, , i 4 'i. t e ,': , , `1 a. , -.-- -- - _-. _ -. -,,, . �a., % t v , BOUNDARY LINE TABLE Line Direction Length L10 N 29'46'06" W 144.21' L19 N 41'32'01" W 36.47' L20 N 13°20'55" W 49.07' L21 N 25'55'03" W 73.17' L22 N 1811'25" W 61.20' L23 N 29'46'06" W 144.21' L24 N 38'37'41" E 89.73' L25 N 01'33'29" W 38.52' L26 N 181 V25" W 61.20' L27 N 21'a2'07" W 43.25' L28 N 12'51'17" W 42.98' L29 N 24'20'24" W 43.96' L30 N 46'37'S8" W 15.38' L31 N 51'23'59' W 83.50' L32 N 38'38'26" W 43.13' L33 N 21'02'07" W 43.25' L34 I N 30°03'53" W 70.65' TH ate, rce) - ��� ®SCOTT R. COL LINS' ,U No. 35791 � Off✓ `5 d PROPOSED 5'CONCRETE SIDEWALK PHASE 11 NOTE: SIGHT DISTANCE SHALL BE VERIFIED WIT 1`41 LET' PHASE II DEVELOPMENT PLAN �.� LIMITS OF PUBLIC R/W� . a .�-� ��� \ : •', k'; L . � : r n rnr%� i r �•� t' f i' i DRIVEWAY (TYP.) �.: ; ' ; zt�' 047 ACRES " L T: • STOP SIGN TYP. L®T'.' , (� J NQ PARKING ,.,,.._.. PROPOSED .'.':'. •., ' '��':,: .`:: �, `�''►� GN TYP C� } T 9 t ry L� - CG 12 P. `\ TY ,. 4' { } bi• .VT ry R :a IJ " PHASE II PROPOSED l ry: Y'. Y p a # V / LET ROADWAY EXTENSION AN CONNECTION TO TMP 5 6A-a-a6 RESIDUE PARCEL TOTAL ACREAGE _ 4.3.3 ACRES NO PARKING SIGN (TYP} .f' { k /� `t ryry ' �j W � 3 '7. ry J. f s L t)T l f: ry i PROPOSED ASPH ELT �. pp y C` f d 1 DRIVEWAY 3� TYP. / t } z' a 5 :' F4 �A .. =: `•.''..'.•. :.' .' ' ";. ' '• • � STREET SIGN .. TYP L.T. '�' • .,. �' •�' ' ' ' .�': ' ' ' ., I.C1T' PROPOSED 6' " - q- - -- /yam .. "�'" .:.' ry '.': ` e.• //f, ::- ''r'`<'':::-'. \\ LC} f. `jj�.(� 191 A A ITI A 1!^ CTIl1 n� :.M '•`w . • •. �1�\' ' J '+a^"k_.. '!r •. e ^•., + o . ® .. .."4` 'd CG`d2 (TYP.} YfF' @.,r'"r• .. _v _-'.���r� / ./ - P. . - .''. '1 . ' - .m . ' ! . �'�'^ - EXISTING FEMA t001( Q v soo YR FLOODPLAIN ®Oa 7 °Y``< O° o { O ' i O 4 amp 00 EXISTING aov'': STREAM BUFFER 00 �j 1N&O l tt %~ SHEA, DANIEL F OR A GELA IP 056A1-01-00-03 00 0.464 ac. DB 2413, PG 214 J ZELLER FORY W TMP 056A1 0 00-032AO 0.2� aC. DB 2194, ,PG 64.&----- LOT NUMBER AREA LOT (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 2,747 1,673 26 1,852 1,285 2 2,154 1,602 27 1, 874 1,306 3 2,218 1,667 28 2,874 1,586 4 2,241 1,691 29 2,702 1,565 5 3,206 2,176 30 1,797 1,288 6 3,042 1,968 31 1,891 1,380 7 2,293 1,738 32 2,704 1,693 8 2,223 1,670 33 2,406 1,395 9 2,768 1,715 34 1,870 1,320 10 21740 1,695 35 1,870 1,320 11 2, 037 1,481 36 1,871 1,321 12 2,033 1,477 37 2,788 1,589 13 3,270 1,867 38 2,933 1,701 14 2,624 1,787 39 1,907 1,356 15 2, 075 1,528 40 1,875 1,324 16 2,059 1,511 41 1,887 1,334 17 2,793 1,836 42 2,608 1,509 18 2,795 1,883 43 4,412 3,019 19 2,016 1,464 44 3,561 2,760 20 1,978 1,426 45 3,533 2,733 21 2,647 1,717 46 5,837 3,901 22 2,602 1,657 47 5,894 3,853 23 1,876 1,326 1 48 3,446 2,644 24 2,715 1, 645 49 1 3,384 2,584 25 3,098 1,773 50 4, 205 2,823 P SURFACE b $' BASE b. I SUBBASE 7" VUE REALTY PARTNERS LLC TMP 05600-00-00-11500 21.854 ac. DB 4856, PG 582 NOTES; 1_ THIS ITEM WAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4DW PSI IF PRECAST. 3. CURB HAVING A RALAUS OF 30U FEET OR LESS IPLMG FACE OF CURB) W LL BE PAD FOR AS RADIAL CURD. 4• THE DEPTH OF CM13 MAY BE REDMED AS MUCH AS 3" (13" DEPTHS OR INCREASED AS MUCH AS 3" (16" DEPTH) IN CRDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE OTHERWISE. THE DEPTH IS TO BE 16" AS SHOWN- NO ADJUSTMENT IN THE Pf%ICE END IS TO BE MADE FOR A DECREASE OR APB INCREASE IN DEPTH. ' 5. CG-3 PS TO K USED ON ROADWAYS MEETING TFE RE REMENTS FOR CG-7 AS SHOWN IN APPENDDSI A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. TH SCOTT R. COLLINSZ No. 35791 "Ll t0lVAL E � I) r z w U > Q U) Q Cl� W CL Lu Lu Ce Ui �n T-i N no U-I Lu Q q, Ln O 70B N 0 1821.54 SCALE 0 30' c 0 SHEET NO. Q w N N H SCOTT R. COLLINS;?, NO. 35791 � z �0 INVAL w W z 10 0FAft Mr. U O z Licn z J 0 0 0 c v C 0 U C z v O � 0 X ® Q > N S Z O W � � C 6b1 � � O � 7 w L a� p � [J � IWIry () V/ Q7 C C O U 7 N C O U O. r-I N Ci O C 7 N U C N N O -N Q L Q O Q 7 O. doft C Q i O 7 Q O C Q !n C Q O O. C -0 m CL O C LLJlU ui U O i (1) i N O C T C3 T3 C Q Z LU W W Z_ Z W Z J J 0 U O A 0_ O .Q Q V x N Q N L LU Q Cv L O � W w �U JOB NO. ° 182154 "O C SCALE o 2 = 30' Q CL SHEET NO. w 6 0 (a z D, w w z U z w V) z J J O U v- 0 e v 0 0 U C !Y -N N Ul U L O X 03 N 6 s 07 0 c 0 C) U Ll L N C O U L O g c R C s O U 7 L -N N C O U O .Q QJ E -t U C 7 N 7 7 U C i O QY O N R L N O Q L 7 S T C R L O ti- N U) 7 v O C R L C R L O Q. C L O s 3 c N u 0 L o_ v L v s 0 c T R C O U' z Ld W _z C9 z W V) Z J J O U O T L Q. O L Q v U x N v s O L R C. Cv L 7 U O .R lu SU R .0 O O CS R C R O. v m v s ca z w w z 0 z w cn z J ca 0 0 N O 0 r v L c� (D 41 5 a oy .Y 0 0 Z3 L .Y a u L 0 '-1 C rl O a 7 L a-+ C 0 U O Q1 O ai c a3 s of 0 a s 0 a a_ L Q c a L a 4- m s� 0 c c� c a L 0 L 0 a� a s .0 m cs D el el as L w 0 a E 0 C7 z w w z z w v) z J J U O L O O_ O L aJ 7 a) U Y O r SU L ri C O O a O O u 0 U) U) 0 s 0 c a a) U) 0 s GENERAL Cd1i%�ITRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. 1 JM~ A DEVELOPMENT 9 -5832 IN -- A UST NOTIFY THE DEPARTMENT OF COMMUNITY QE MEAT 2 6 48 HOURS _�-•' THE CONTRACTOR M { } ADVANCE A CONSTRUCTION. D NCE OF THE START OF C A If r A AN PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL 2. UPON COMPLETION OF FINE GRADING D P EP ON THE SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE HAVE CBR TESTS PERFORMED(} �- SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ~.. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO '. EASEMENTS PRIOR TO ACCEPTANCE BY THE COON r' W f� A BOUNDARY LINE OR A NATURAL WATERCOURSE. i ® ONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE i 4. GUARDRAIL LOCATIONS 1 i y 1 / FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT 1 1_ , � _ 0 L ,• 1 E OPINION OF THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY. WHEN SHOWN WHEN, IN THE l GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE - Q f E ( } 1 { ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7 FEET. FACE OF GUARDRAIL, AND ROA _-- {) 1 5. WHERE URBAN CROSS SECTIONS •.� ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 1 I 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. 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 AND VOID. t 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC L< 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 WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. Cr -Ae A t z1211, x 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED OR AS � 1}� DETERMINED BY VDOT FOR PUBLIC ROADS. , 0--`` [/i 4� t 1W �.../' r �.."� ,} ; a:.' f {• yr^...--^' •""�-,,,✓/`�•�" 12. VDOT STANDARD CD-1 OR CD-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 PROFILES. 13. A VIDEO CAMERA INSPECTION 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 ILL WITH VDOVS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. IJ 1 4 :1: T -----I > ° .. , . .. .pn s)1 .,. 's *fi ; C�`f� arx .r ri3 ? �' �€ c T'.'rzi, F 3r•" �' _ - ``7. 1F ... .. _ ..... .. .: _ , .. , , , .. :..... r� ., S• .�}F K E ', ' 1 J. 'Ti�rt�. f 5, 3^k.'';i�` ��h fF' 4. (s �i t i,15 .. -ai-' .. , .. .. , .. - - , .... , . , - . n k .r fq}g. •' 3i..fiaeK ..,.x.:>.�3, ' 1Y4�3. :. 2C �r .. t� y2SF i t?u',';o,$' - � ..r -. .,� )af�'�- , , ,. , .. - _ < - i'�tf{. :iF ��; i'}*,G;3 /t'�`k:>�,Lnay..,Y.. Y•:f' T `4? R -3 V 3 5}1. . . , r v. F a , s:. aV , . . , . , ... .. - . , .. „ ... g -- .. .° r , s v • - s � xiT^+ as :n ,... ♦ : ..: � ,i _ y A� qq G 1 , �s Tv: f 1. f 3 , x b 3. ? `2 '"]',. �� ^Y\ � #•'f R YS'�^r-)`� 5..�[•Y�},,l,Jt � +�' .. �sn�.S�SA {�4"YI .: �/ 4�'��' �> FUTURE I i ROAD NOTES GRADING' °° � `„v`-`�--.----�------- �- � °g ® Duo 0000030000°°°° 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 °° 'P GE�I�TIC� CALCULATIONS OF THIS PROJECT. °°°° 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD°7' S ®°®°°°® TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (3-fH EDITION) RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE °°° ENGINEER. �p SINGLE FAMILY DETACHED UNITS ®C®DE 210 (PHASE !) �. 3. 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. ADT• 293 VP® ('1 46.5 ENTERS 146.5 EXIT) 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ®°®®®® AM PEAK: 22 VPH (4 ENTER( -8 EXIT) PM PEAK: 26 VPH (17 ENTER/ 9 EXIT) DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF a p4 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. 3. 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 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. PAVEMENT: 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 °000O90ppppp®®O® Pavement Design RF= 1.0 Location AD'T' 1.1CV Design ADT CBR SSV Dr Surface h a Base b a Sub -base 11 a Dp McComb Street (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Alston Street (Public Road) 770 2 790 4 4 13.94 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.73 Private Alley 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. �F 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS 3. PLACED. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. THAT ARE PROPOSED TO BE STATE MAINTAINED: 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 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. R ALBEMARLE COUNTY GENE CONSTRUCTION NOTES iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1. PRIOR TO ANY CONSTRUCTION WTHIN ANY EXIS17NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC770N 70 ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF 7RANSPORTA770N (VDOT). THIS PLAN AS iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE DRA HN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, MERE ANY DISCREPANCIES OCCUR THE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 2 REQUIREMENTS OF THE PERMIT SHALL GOVERN. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF WOT v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT UNLESS 0IHERI4ISE NOTED. DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE NTH THE APPROVED EROSION MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 4. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER C0NS7RUC770N ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.• 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF INSPECTION. 6. .3 1 OR BETTER ARE TO BE ACHIEVED, PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED MEN IN THE OPINION OF THE COUNTY ENGINEER, vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ABOVE PHASES OF CONSTRUCTION TO SCHEDULEAN INSPECTION. 7. ALL TRAFF7C CONTROL SIGNS SHALL CONFORM WITH THE 14RGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HERIW9SE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CON57RUC770N ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE INDUSTRY (29 CFR PART 1926). MAINTENANCE. EXIST GROUND EXIST. GROUND EXIST GROUND EXIST. GROUND I NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP /W PER S CLEAR ZONE REQUIREMENT CG-6 S' WIDE CONCRETE 3' CURB & GUTITER DEWALK CLEAR R Z(INE , 2Z 2X 6' PLANTING 4' VDOT 21A STRIP WOr STONE BASE STOW 1.0 5 6 2. 10' - (TRAVEL LANE) I 4" CONCRE7E r SIDEWALK 4" V!DOT 21A STONE BASE 5 6' PLANTING STRIP 4" 2,V F/C-F/C POINT OF CG-6 CURB & GUTTER 3' S' W7DE CONCRETE FINISHED GRADE CLEAR ZONE � SIDEWALK SURFACE - 2X 2Ar� a - 6' PLANTING 4" T STRIP 4' VDOT 21A - SUBBASE 51q0E STBNE BASE B2. 6 5 10' (TRAVEL LANE) I C, CG-6 POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GG SURFACE 2X j 2X (PARKING LANE) BASE 10' (TRAVEL LANE) , 56, R/W SUBBASE 10, - (TRAVEL LANE) 4" 6' PLANTING STRIP 6- 4" CONCRETE SIDEWALK 1 HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) 11- 7- 8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON s77E PLAN. SIGN WILL BE ALUMINUM (PAINTED KH17E) NTH GREEN LETTERS AND IN7ERNA770NAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (B) FEET ABOVE GRADE BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2'.0 PAINTED BLACK SET IN 12' OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM 70 VAN ZONE ADA REQUIREMENTS ACCESSIBLE 100 - 500 16100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE 6" -� MIN. EXISr. GRounrr3 A EXIST GROUND EXIST GROUND EXIST. GROUND TOP OF 4"2" R CURB a+ a P 7" a : A'• s �A . d' Q' A $ 6" 21 STANDARD CG®6 DOT A 78 B STONE BASEE UNDER R CURB CURD & Gil TITER& CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC. N n N' A '\ 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE CG-6 (.`fIRR Al r11T7FR POINT OF FINISHED GRADE ^^ ^ � WWGG S ;;33F IE f." N, 4 �••}�rft °��y'?.,✓ '•iTYT'���ET zST�.%s,r>�t��� � 5 .�'� -��F "`-,,, sa�raw ®®°°° Aka °Oo p° 1=1001 gas 111DTH OF C ENTRANCE �l _ 5 LIMITS Or PLO. ACCESS ROUTE ® o LIMITS OF PED. ACCESS ROUTE UNPAVED SPACE NON-TRAVERSAELE ;� UNPAVEDSPACE WIDTH 11 �W ENT RAf-0CE LPAITS 4F PED. LIMITS OF PED. CCE55. RCVTE ® NON -TRAVERSABLE ur ACCESS ROUTE � PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQ�[IRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE ISM .EXTEND BEYOND EXISTING OR PROPOSED VDOT RiG-HT-OF WAY. I I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • ti. • d' • 1�' UNOB57R.UCTED. STABLE, FIRM AND SLIP RE5ISTANT PATH CONNECTING ALL ACCESSIBLE FLEMENT3 OF A oao FACILITY THAT CAN DE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB,MINIMUM WF6TH SHOULD BE B'. SECTION F-F HALF PLAN N ACCESSROUTES C - #P IF PEDESTRIAN ACCESS ROUTES ® ARE 6TH PROVIDED.ETA IMUM 4' IIIE'SEI IS REQUIRED WITH A MAY. 2/. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD PARA90LIC CG-3 OR.CG-7,THE CURB FACE ON THIS. '°• UNPAVED SIDEWALK URVE STANDARD 15 TO ESE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, o•o, o.o•o• � SPACE .G. o-40.'. �. NORMAL GUTTER _�-�" --_�MX SEOTIQN E"E • p. b . u - b• e b eg.q• �o4 .. �- a Yam o� ooq # 0X TO 10% CHANGE CLASS A3 (H.E.S.1 CONC. • e.n. a �G", / ' A.GGR. BASE 5'-0" TYPE I 511E 2113 ® PONT GF GRADE CHANGE - • �- 12Y. MhX. SLCFE 5'-O'• FOR CURB AND CUTTER ONLY i4 '�+ - e, • 2. • r;. FOR SIDEWALK CIUFB AND GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS - o.,o • � ` BUILT QNCURRENILY SECTION C-Ci. � rA x( 3 Y. MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B % MAXIMUM DECREASE FOR SUCCEEDING IANIMUM 10' !NTERVAL5 SECTION D-D S'ECI"EATIDN REFERENCE ('y [}('{ STANDARD A11lJ p Ag�� ((�� ENTRANCE GUTTER XVC]C7T ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF t YIRCINIA DEPARTMENT OF TRANSPORTATION 07l15 203.02 2" SM-9.5 SURFACE C B" 21-A BASE COUF COMPACTEC SUBGRADE - II111111WIWIUI_IIII_IWlllllllllll IIIIIl11111�111a11I1 vw�=���;, -- -' � .- , ,,,_,.- NOTE: WHEN A PEDESTRIAN ACCESS ROUTE ��- CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE2Y FOR A WIDTH OF 5 FEET. AEI --STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO RE AS a C (' AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) w ( 5+_ TA 1. WHEN USEO IN CONJUNCTION WITH STANDARD CC-3 j [RADIUS TO BE AS 5H014N ON PLANS) OR CG-7, THE CURB FACE 0.14 THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-'2 OR CG-6 COIF IGUR7EON. ! ! or 1 2. SEP STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK ,- I USED WITH THIS STANDARD. (SIDEWALK iSEE NOTE S1 c f OPTIONAL NPAYED SPACE v, FLO`N LINE 3. MAA7LINE PAVEMENT SHALL BE CONSTRUCTED TO THE EXPANSION u --- +-- L EO NAA'SIOPJ RfW LINE (EXCEPT ANY UBGRADE STAOLIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN RE OMITTED IN THE EHTRANC£ ENTRANCE.)DINT 4, RADAL CURB OR CCIYONATION CURB AND GUTTER NOTE: WIDTH "B" 2'-0" OR AS cr MAINLNE ROADWAY EXCEL NDT R CONSTRUCTED BEYOND THE R!W LINE EXCEPT FOR IREFLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MANLINE- ROADWAY SLOPE TRAFFIC. THE DEPTH FGR SIDEWALK 1, CURD RAMPS 'O'PARAROLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RAD15HOULD BE EDGE OF PAVEMENT OR 6x MAX' D INCREASED TO 7". iSPE CG-131 OPTIONAL FLOW LINE CRACE CHANGE ® - p E. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW lSEE LNE T3 REQLIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWA'f -- - ' - - -- - - - - NOTE 7) THE ENTRANCE. R% MAX. GRADE CHANGE ® 0 7, THE DESIRABI E AND MAYIMUAI ENTRANCE GRADE CHANGES "I" ~ D All LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5'MI 2D'L1IFSMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B WHEN CC-11 IS USED FOR STRFF T CONNECTIONS THE ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST BED SIGNED IN ACCORDANCE WITH AI.SHTO POLICY AND THE A'PL'CAELE REQUIREMENTS A A OF hSECTION jOSG STOP?NG SIGHT D57DA01C£ AND K VALUE RE UIREME 9. OPTIONAL FLO'WUNE MAY REQUIRE. WARPING OF A 4" PORTION OF CUTTER TO PROVIDE POSITIVE CRANAGE 2" B ACROSS THE INTERSECTION. ALLOWA13LE ENTRANCE GRADE CHANGES GLnss A3 � . • CDNCRETE SECTION C-C ENTRANCE VOLUME GRADE CrIfNGE DESIRABLE HA',11EdU`d FIG,H 54011E THAN 1500 VPU 0 R 3 % MEDIUM 540-15G0 VPU t 3 X 6 X LOW I LESS THAN 5C0 VPD S 6 X S X NOTE: ALLOWABLE ENTRANCE GRADE TABLE 15 NOT APPLICADLE TO STREET CoNNECTON5 SPECIFICATION XVD0_F R-FERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 YIRGINIA DEPARTMENT OF TRANSPORTATION 07:15 203.04 ; VH O SCOTT R. COLLINS ?, No. 35791 UO-4 1AK.frx I4IE DNWdLA_GE 1`00 &G iuwmN' 1-01 AT TOP? .. PAVED SHOULDER PAVE 4f MAT€PlAL D -a -a T? SUDGRADE OUTLET P61E SEE NOTE 1 *57 AGGREGATE, INS Z,,Q., T., O- AGC3,EGAT€ OR CRUS4 D GLASS LRAM. 4e 4NLy'8Hs GRADATION REQUIREMENT. moGE OF PAUSAL SNOLL6EH3 PAVED SHOULDER SECTION UP TO rI ROW. PIP€ is PIER ATEO xv DIRECTION M7(R FLOW NON t`£Ri"DRhiC4 OL,T,.€T LIFE. lTY PfC,IU 45' ELBOW 45' W'fE CONNECTION Y4 MW UNOE90AH SHALL ITS GENT€FED UNDM CURII AND rUTTER GEOUXIL€ DRktlDCIE FAaMC two;LAP 114" AT TOP) - PAVEda<�47 - lYN4T6J3tLidED -+ $UA30RA4E WT!.ET WIFE 5EE NOTE 1� 137 AGGREGATE, il6 --4" PIPE A0 _CAI€ OR CRUSHED -. GL 453 MEErNO 98. GRIllATI014 REOu NELIT. CURB AND GUTTER SECTION PAY LETS FOR OUTLET Pd'E T4 BEIAN YYITH 45• ELWW P E'IS PLs SWCAiar€n OUTLET PFE NO SCALE \Vt STANDARD PAVEMENT EDGEOfAJN Za4n1) R CATIaT ROAD WO BRIDGE 4TAiCAITnS FJEr2 SHEET 4 qF` 2 Ri`_VSION DATE 259 HIB.DO WICMdA D-EPARTMYNIT OF TRA141FORTATION qj ca-t $Vd-12 CUT - I.P .1 111T PAY LI1&1"-FG: "'^'--, fT YPICPLI CAFr,E _ YA'lEMEs{T Ouiar r 'x❑ -- _,•_ ,,,__ _ vJBHP.SE REWd WITH 45' DLL EUEGRADE ..ITCH LINE EUDOW f - ...L RFR LINE. - PAu£,NT COM®{hIAT1tUh1 UNDcRDRA1NJ CD-1 AT LO�IEb? END OF CUTS -°. '----r''---` CENTER LINE SECTION TRAVEL LINES !`a, / UOTH TYPE 1--ELEC1 LIATIEWL,�'f f h 6j' f TRENCH PLACEMENT EDGE OF RAVEMENT � PAY L06T'S TI.R Y (AJTLT PIPE TO ' .D=0 LINE 'vim.-BE(DTi Willi 4S1 '7� PA'1WENT 111,lrll l 1, OA11 dff T'T"Xt ELBOW Tt Or T TOE OF FEL 4 3U'8xv TT'YY ON Y O 0 0 1. Ea rJ o es- G oo•u r SEL r, MNFRML TYRE T_LNtII ,j 7 AAbgiiEGA.I'], CB A[CGiiUArE YiR Cn1J'itEG / �• � � G-ti5 EIEETRG 30 GNADA r�JPi nEOVIPE�ITS-- [=LAF'•i VIEW EDTExraLE cRuwAeE FAIlR (PLAACEMEN'T OF CD-i COMBINATION UNDERDRAN) QR -..� PA'vEMuY UT,FN• E E BASTE : OR C£LENI �TADIUZELT S,JGI'.i;t SELLI N MATERIAL UrASIUC84 5Uu+32AiE t'-rd1'1" -O • "•' o T' oa IC:Eki N1 CRY LIhV:' 3FAr1�r2EOf �-,- o - • > 1117 M 46R£UATE N -a�C,(7Ed TE OR CRUSUEJ r'=D7 X1AE G L3 MEETING N8 GRAGA-TION AEfy'{^nE`J.cMS. AlNA�E I GENERA. NOTES F---...--- 1 UNLESS -PFCIJ,C,LLY NW4TE0. CCAWWAr10rN kA4D[RDR1JN tiP.L NOT BE LGG T D AT 7HG CI T WHEN BOTH. L'5e&- AM UBGRAG ARE STAP.ILPZ9. 2 5HEKCH SK&L HE FILI.ED INCH A GH ry I AND Trn 4CFLd HAND IAi4PEO 10 C,S'F C'mUPALrK S- NON-PERFORATED OUTLET PIPE 3 u T PIP S L DE'"N AT THE EDGEa TPE TRAVEL.LA1 PAVUYQNT m `KILL LE PLPLED ON A GRAVE PARALLEL TO TV,--41GULXR -5_UPE 2 X MIN, 13 Z DESIRAmLE7 [SR AGE. h LIN ' a ANAL JT1ER 'S- Tivus,'RHEPE IT I$ Loa Us.SN E 6O S17!€R'WISK L LLE I.S PCR LNI}w,RTr'RAi.45 4H-Y. TU uE Li;'�ATEJ 56 ',8 3D DRAIN &tT4, DITFIP' kF.L 5 :F: 4.A,36K'LE5, "'F -ENTIRE A -WI 41' "EF 3 W7 I � __EVAtEj SECTxu� TREND.+ r5 rp � uv7 R .F YE ><r kcE WrIN OUTLET P9K CN LOW SCE U40 5 P14 RT E_EVA11UN AT DJTL T EW 'IF JrLET PPE TO CIE A MAMUM OF Y p" ABOVE RaERr E'.Kvmium uf ICt;vVi DRANAcE Dm:31 Em ST61 7_iv, ii 'MALL rHICFrr€S'.: CMA41- DICPcS 7 A1A cE),N7Crr)w, IELUOW w,as ETC1mimis PAY LMT rug CUTL6:'1 PIPE Mr '10 DE OF TOE SALE CRUSHING SIRENiGTH AS THE, OUTLET PPE. kMA TESTED ACXIRDLWJ TO AST:d D-2412 AT 5%CEFLECOCN. A CUsTLET !rE TO 3E 3ELIx"G'LY CUNNECTEO TD EW-f2G+R OT11EtR DRAKA• _ Sf,tt,GTUTtE. STANDARD COMBINATION UN€�ERDRAIN 5P DIF CA7i N RETEK-14CE K„ (AT LOWER END DE CUTS) ON-O4 VAWJA DEPARTMENT OF TRANSPDRTA MN. 101 TYPE OF F}PE CRUSMIL G STRERVTrI N_T 4" iIDM, OI.?PdETER 1"i' '+3ttd: L'4ML"-:1�.E.r" SMOOTH wALL vc IG.T D.15a �L1SbTl{ Gi'tiL rE 7O PSI 4i MiE 7c'< �1 it 3L# w-2 LIMITS OF PAY FOR -M OUTLET PIPE PA S(AE,USE TOP OF CUT• SU[9GRAOE TOE OF FILL FILL COMEINATICN UNGFJigiAN i OIT RYPIC ) T' SHOULDER DIRE �. LI. I I LOGE OF PAVEMENT COMBINATION UNDERIDRAJN CD-2 ON FILLS 1 r a DD' TRAVEL LAH S CENTER LINE SECTION 13 (WITH TYPE 1 SELECT MATERIAL) F• EDGE OF PAVEMENT SHOULDER LINE TRENCH PLACEMENT TOE OF FLL -PAVEMENT SURFACE H BASE i UMITS OF PAY FOR 000 oaoos000 o9 �SUBBAGE OUTLET FIPE ocj-o-e�,3�d-o-o-o-o-00000�-sELEcr IdaTEf9AL TYPELO11 PLAN VIEW SHOWING PLACEMENT OF ,. • , 1157 AGGREGATE, ,IE AGGREGATE OR CRUSHED CD-2 UNDERDRAIN GLASS MEETING N6 GRADATION REQUIREMENTS, GEITUTILE 17a, NON -PERFORATED OUTLET PIPE ORANA_E FABRIC OR �-PAVEMENT SURFACE 4 BASE 0 0 0 0 0 0 0 4� SUODASE CR CEMENT STABLRED SUE�ASE e-o-o o-o-o-o- -4--SELECT MATERIAL TYPES OR SUBGRADE (CEMENT ORE R LIME STABILIZED) # WILL 7PECXM1ESS [MIR) - INCHES <. ��-Y57 AGGREGATE, NO AGGREGATE OR CRI%"ID XXXTESTED ACCORDING TO ASTM D-2412 AT SXDEFLECTWN. GEOTEXTLE CLASS MEETING p0 GRADATION REQUIREMENTS. FRRANIAGE r-D GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO 114SURE GOMPACMESS. APPROACH SLAG PAVEMENT 2. OUTLET FIFE SHALL BEGIN AT THE EDGE OF TIE TRAVEL LANE PAVEMENT AND SH&L BE PLACED ON A GRADE PARALLEL TO THE SHOULDER S-OPE 2 X MN, M DESIRABLE) GRADE, IDLE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT G IMPOSSIBLE TO OTBERWISE PROMOS GD OUTLETS FOR LNDEr7DRM13, THEY ARE TO BE LOCATED SO AS TO ORAN INTO CROP INLETS OR MAHIGZS. GREGATE BASE MATERIAL TYPE 2 4. 9i4 SIRERELEVATED SECTION%TRENCH IS TO BE UNDER ENTIRE PAVEHE74T AFEA SIZE N0. 21B (a" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET Eric OF OUTLET PPE TO BE A ITAFMM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR SIHUCTUliE. PLACEMENT OF CD-2 UNDERDRAIN AT B. ALL CONNECTIONS (ELBOWS, WYES, ETC.) MINN PAY LMTS FOR OUTLET PIPE IRE TO (RIDGE APPROACH SLABS BE OF THE SAME CRUSHNG STFEENQTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECtRELY CONNECTED TO EW-12[M OTHER ORANAOE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE (AT GRADE S S D BRIDGE APPROACHES 2� 5m 701 VRONLA DEPARTMENT OF TRANSPORTATION 103.05 CRIMP AND ROLL END OF COPPER PIPING I 42 MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT I NTS FIG. W-61I TYPE OF PIPE CfcUSHNG STReNGTH .T. " MOM. DIAMETER " MOM. OIA4E SMOOTH WILL PVC .103 0.153 �JdOOTH WALL PE 7p p51 ### 70 PSI ### Aisi ha, it Pa- emeut Restoration Detail for Open Cult Utility ILLstallations GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL � IN'TIAL BACKFILL BEDDING 3 STONE * STABLE SOIL. RC}CK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESIN' I REST ON ROCK AND THEN COPAPACT THE SOIL OR FROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR 501E UNDFR-CUT CONDITION PLUG 2 I f , 1 FOR ALL BENDS FOR TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG AS IIRFD SECTION 1-'1 SECTION 2-2 PIPE DEGREE. BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CU.YD, (FEET CURD. BEND L H T L H I 90 2,50 2,50 3,01 0.24 }" & 6„ 45 22 1/2 2,00 1.50 2,25 200 2,60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0,10 90 3.66 3.16 3.21 0.4B a" 45 22 1/2 2.66 1.66 2.66 2,16 2.77 2,69 0.25 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.93 i 3.83 3.42 0.83 10" & 12" 45 3.33 I 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.5B 2a6 0.24 11 1/4 1.83 2-33 2.aT 0:1a U:')DISTURBED EARTH 2 - _-/4" DIA ALL -THREAD RODS. _a XI VALVE ✓ 24"IAIN UNDISTURBED EARL UNDISTURBED Aa TA9 A36 AND HE( NUT AST_M A588 (TYP) _ UNDISTURBED SCR. (TYP) (-WATER MAIN PLAN) -CLASS A-3 CONCRETE ELE'rATiGCt sl-pT!orr NOTE: 1. ALL RODS AND F?STE,I EFtS SHALL BE GP.'EN TNO COATS CF ASPHALTIC PAIIJT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE CULLV4 BEARS ACAIN`T UNDISnURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE-FRENL`FI WIDTH ARE ADISCLI.iTE WNPAUML IF THE TRENCH WIDTH IS LARGER CURING CUNSTRUGTID:V, THE COLLAR DIMENSIONS SWILL INCREASE ACGORDIPNCLY. CROSS ANCHOR RESTRAINTS FQ.R VALVES NTIS Fig. W-3C TD-6 9 7gPRESETUN x 3/4• MALE PIPE CCLPUNC ---•.,`.'. _. „PPrrovsD EauAL ---�, -•` � FRAME sit COVER VARIES (SEE FIG. S-I-DIE) V BOX VALE STREET SURFACE OR " Ic •R" - 4" DIAMETER BRANCH t VON PAVED al[tGA sort DDP7�x CUR we ON Arrncrco sr,u;_e FAMILY j AhJU VALVE -- * REsUFAT]AL Sm-A Es uR DUAL REH{£NI,AL COVER LIFT NOTCH .._(� ANU :RRI¢411CYa _47NCE3. 5 t- r • ��'- ! -v/\_ -- L= E 14 1f2ti \ SLOPED AREA _ \ 12 3 JS„ 3. M.J. PLUG- Y _ ___ - _ JQ as , „ 12 1/2 VARIES 1'-0" MAX � 00 PSI CONC. BASE o -- I Nvr-��`-��``L••r2 0" BENCH SLOPED TO FLOW NU Slasllt.0 OlIN,s �WATE,R } CHANNEL. 1/4" 1' MIN f DUAL SERVC�F ' -' ` 1'-'__f '` r RUBBER COATED STEEL 3'_0" MIN cuuPNE s0N x 31s Q,xE PIPE u r ABATER MAIN RESTRAINED JOINT FITTING. OR ,'FPR4Y'J ECUAl -: CAST IRON LID STEPS G'AS T IN PLACE ' t',.re': 18" }dE'TER BOX o -�' F'rtECA�T REINFORCED r . �- APPER \ CONCRETE SECTIONS f :. .. --- ON-LINE " _ BRANCH / _ „} "0'7 FLING SEALS d _ 16 MIX 12„ / - ^�' -- --� ° �. ° - (rYi�I »g f MINIMUM ELEVATION 1 + FOK N:E ON DE'A G:ED SfNGIE FAULY \ _ r A r K�vormAL 3>rx:nCE xNEfiE AN RktcanGN \�, �` "`-;•. ; DIFFERENCE ACROSS M.H. S" 4`-U" ���_� Y.ETF ,s NaT PRovoED• J FROM INLET TO OUTLET i I SHALL LIE 0.20 FEET. r �•r ti Ii FI n F' J IV,o_HVIGE I cL_ � 4.' VARIES t,CONCRETE,AT VARIES n i2" u t., - _.v BEADED COUPLING DEPTH OF FLOW t) _<ADDLES SHALL u;Eu DN PYu PUFF. `i'' PVC SLEEVE BRASS NIPPLE ANT. PVC CHANNEL TO BEFILLETS CAST IRON uD a" ` a 3 4 DIAMETER OF \ / A ThiREADS....._. _ LL rr Tft15U-- - - _FINYS:-:EU VIiAUE t' `- - �. ••'' \ , �_},i TING' - - I _ _ 5" EXTENSION l z c'. THRUST BL7rc �., 1 SEWER. J 1r--15= - �_ - _ ! r. � -7 12.. �.. .. y ;•.1ETFR BQx ti,_E N�, w ) - �.��. e%ii. nwu n rsox 6 `'=--�-•�- <� _ �`ti A FILLETED INVERT FOR A�SIAOUTH FLEXIBLE CONNECTION NC LE: yof" J L- sox (/ VALVE � 'J'RAN-SI ION 0, FLOW BE l EEN (` �` CONNECTIONS TO DN LETL-``� ; __ .ALL CONN 45' MIN, 01R } -i COFFERSETIFA PIPE SLOT \ I (n'I N0. 57 STO^!E PRO &OUTLET PIPE SHALL 3E MIN 6" BEDDING B IH 5TAIN_.ESS STEEL EXISTING MANHOLES SHALL (2 PLACES). PROVIDED. BAND , BE GORED FIND A FLEXIB_E i/a Eetu uwrvN� q a� 1 M.J. FI iTIiVCi'-� ` '` `2" PIPE SLOPED NOTE W/ NO. 68 S'rOiNE , -_ TO DRAW IF CIJNNE 'ION BOOT GRADE Al I QW5 1. BEDDING THICKNESS REQUIREMENT SHQ4YN IS tvtEl ll?viUM AND SHALL BE INSTALLED f VARIES VARIES 2" ASS PIPE SPECIFTICALL Y DETERMINED eY THE CONSULTANT FOR THE MOIL CONDITIONS. �Y As \ 2. THE CCNSLILTAN r NESTLE DETERMINE WHETHER MANHOLES -`'HALL HAVE ZN •-�. t NELESSARY NnTe:s: 1_ z" THREADED ZAP EXTENDED OR NON -EXTENDED BASES. nluuRousruneFa r' r :, wu.7nrtA+.P=E,,z` (1} A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, WA"ER 1+1A(F! ADJU VALVE - soxAroU^>srrEt>.(z-I11e;1 5: e - r Icnr+;TN,,RE Pcclm�,'�oT ARE SAME S1zF '�-.._-PLUG 3. ILL s101N-RrS, OUT. HOLES, INLETS, OUTLETS TO E3E:�FA!-EIS 3c GROUTED (/�r^l� I At I, -jI �/�) PLAN NINMJM INSIDE AND ViJ T. TYPICAL I�A L- I�t A� I 1 V.�I rYI�ICAL SERVICE LATERAL INSTALLATION GFAI� Eraa TYPICAL_ MANHCaL-E SECTION SHOWING BRANCH TIE - Ifs! TYPICAL METER BOXES (-I-YPF "A") SHOWING �3F;ANON Ti -ICJ { / " .I >, ,METE(S) -- : � „_.� r, METERS) S) NTS i ()FUGAL BLOW -OFF ASSEMBLY N.T,S NTs FIG. W-6A � NTS FIG. S-I-A FIG. S-I-B FIG. W-7 NTS . FIG. W-8 - TD-13 ID-19 _.....-_ 1'D-75 TD-27 - PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE ARKS o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT NDTE HYDRANT MUST BE 1 TO HIGHWAY DEPARTMENT APPROVAL. FQUIPYED W11H CHARLOTTES- T VILLE THREADS WHICH 15 THE LOCAL STANDARD. FINISHED TRADE 1 LENGTH OF BRANCH VARIES 0' MIN f' 18 -22 VALVE 30)t I I -- A➢JUSTABI..E TRAFFIC RATED 7 CU, F'T: #nB STONE 1 ��- I I VALVE BDX W/ LID ' I z u__ �� It 42"MIN :.`0`' ;�,`Y VALYETE,I $„ 6 - .-ILEX 2500 P.S.I. CONCRETE BASE AND "THRUST BLOCS: AGALVST UNDISTURBED STABLE i SOIL STEEL PILE--; WHEN THE SOIL IS DISTURBED OR WFIF1+! RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FiLL. IN ADDITION TO POURING CONCRETE, A STEM PILE SHALL BE USED AS .ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE (LAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, TILE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NO ALLOWED IN THE BITCH, 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HO-S 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 M.J. GA IE VALVE WATER{ 4� 1 LINE 2500 P S 1 INITIAL BACKFILL- . UNSTABLE s" ' 1IFI8" B &. SOIL-__ MIN. f!JPI. _ htlN MIN. 166 STOVE = x• n ,GRANULAR FILL AS a APPROVED BY ACSA bey f STABLE SJIL OR ROCK NOTE : 1. TIRO RUCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2, NO ROCKS LARGER 'THAN 0" IN ANY DIMENSION SHALL BE ALLOWED ABOVE TH_= INITIAL BACKFILL. 3,7HE INITIAL BACKFILL SHALL BE PLACED AND COMHACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALT_ BE ALLOWED F IN TWE TRENCH, 5. BELL HOLES SHALL BE CHUG OU1 IN ALL CASES. DUCTILE IRON WATER PIPE iNSTALLA rION BEDDING NTS FIG. W-2 rD-2� - It1111 resurface", IYtiIIL6lUsuface'=` Savo-C(rt exisiin3 pa'iement to the full depth of asphalt 7.5'totai asphalt �t2' min. /Apl 12' min.altCflncreteSuriacelvlatefia depthore ualDent ,4 depth U r equal I to the depth of existing -,•,. asphalt concrete, min. „ ,vhich_ teris greater "mill. 1.� �/ Sub Crass Cnu rye depth 1D`rnin. r/'r gv1,c ,r li{1B1fJ'arerivaltD depihlofmisr]ngsub-Dase`, Vahicheaerisgreater '1 HOTIZOnt31 andVerfl C31 SUrf3CeS 12' Baru 12' Bench shall be tackedwitn RC-250liquid N1in. Min, asphaltataraieof0.1gallonper NOTES: SY, or as der-rmined bYthe district administrator's designee x AsphaltConcreteSurface NTalerial: 30 SM-3.5A for AOT<10,000 - SeleetMaterialTypeIwithminymumCDIR SM-9.5D forADT-10,000 The district adrninistratoi s designeeshall determneUte restoration requirementsforotherpavemen[types _ 6u�t < -^�, /f/ k. ( Class 1 backrill material in accordance wilhSeLlon3D2of ,eRaadaniElridge Speraficaborts , 2S Trench'+Vidthondpipebeddingshall beiT �`--� No.26or27aggregatepiPebeddingin accordaneewith VDOT SIT PE3-1 ' accordancelevith SeGbons205 3 3U2 of - the Road and6ridge Spadfioa60ns axx 1?inchesminilllumbeyond theedgeGfthatrench =x on longitudinal open cur , Dr25 feet minimumbeyond the tren ch center)Ine on perpendicut3foPen Cuts, nr as determinedbythedistrid administrator's designee Date: August 27, 2014 Not to Scale 1. THRUST BLOCKS ARE REQUIRED INHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 250D P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULNNG ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 _ TO-3 `\ (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DVM BOLT CIRCLE. 2" (51mm) LETTERS (RECESSED FLUSH) [2Smrnm] hi 12 CLOSED I- r AICKHOLES ,^ r- [38mm] z 1j f,If y 0 CC M py (2) CORED PICKBARS i 1/8" (29mm) DIA BOSS 27 1/2" DIA [38 r D) [6B9mrn] 26 1/4" DIA 7,. - [a67mm7 I I C77amm3 [860mm] 90 /4[3Bmm3 t " (fi)triMPIA 3 1 fB" 24' DIA NEOPRENE GASKEF Y [79rnm] 0 [e05mm] I 28 7/18` DIA I 5f8" 23" DIA 3 I I72zmm]- -- 1 [1:6mm3 [S84mni] y 36" DIA 2.5" DIA „Ad [414mm] (�- [635mm] FRAME SECTION D.U. OF GASKEr OR09VE $cC710N 27 1/'iDA ' t t/2" Vti la Y4' (a3{ ) CA [---I aQv 25 V [5szm, 1 I 17anml � It 2N' DIA [noRmml - f 1 I 28 716'` CIA I f `3%d• 35- DIA l o60mm J[ rRhhSE 5=CT10N iSf T" [33,nrn] [2urnmj C., -3 �� 1 A y D 1f 1/Y i [79mm] [T3mm] 3 13/16" 0 22 13/16 2 1fB" _ [B7mm] [579 m] l [54rnne� 1 t 3/B' [635mm] 0 11/16` [}Smm] g/16" O.D. OF GKT GROOVE L f 7uvrr r V fiai ) 4,nm1 TION VIEVI I � Tl aE.e I/4 (�mm) CIA ` OLIO WLT NEOFRDNE WKET _ . A5SEM5C7 - ,. 2 WSHR 1..1 E# 5 8 x. 1 1/2 DErA L i r L__ - i � / CO° RUDDER PtRr# V498tO4fr _8 r �1 r H S 9-1 ix- 2 SS d D_ E% 91 t DORM 1 O 8` (- I 4V W:cxsu ['mm24DD [aimrn (2) W! Gvsalaso t/2• S2) W4,R 9f6 iD t.SD DO SS 1 1/3' (22n ) OIA BOSS L6mm [7 Umm ,Ei3 DIA, STAINLESS STE-EL ROD PmTf 00511a18 PLAN VIEW PICKEAR 8 LG-rKLJG HOLE UET7iIL NOT a PP) NUr -6l. 254 21J mumuSiT$ UW131234 1. AEI, MANUCLED Wi11EN 100 •TEA? FLOODPI3L! DR LOCA70 L4 AREAS SUD,EOT TO FLODOING SIIAZI. HAVE V'IATTi11GHT FRAME Lc COVER. (Z) HUT Hx'm 0/0-11 7N 2, AL1LTTA71VE DESIGN FOR WA-7-RmHr CU'.F,y 1411 UE CON9UERED. 'PART# COBe12m .3. GOWR5 SMALL BE FIXES TO FRAMZ3 WITH LOGF115G LUGS OR 311,!I'JAR AwEM@LY, fa) 1EssR LGG,C LUG TYPICAL WATERTIGHT (SHan PIFT# Oom5as MANHOLE FRAME &. COVER LOCK LUG ASSEMBLY Pl.T,S FIcA j-E-= WER SERVICE LATERAL CONNECTION NTE5: .SEC3 1- WHERE A SLUES SERVICE LATERAL CCNVEG`S 10 A MANHOLE AND NO INVERT ELEVATION FOR THE a;tVT't LAfFRAL IS INDICATED THE TOP (GROWN) F.LLVATIraPI OF TIE SERVICE LATERAL PIPE SHALL UE AT i-EAST 0.2' RICHER THAN 'HE TOP (CROWN) ELEVATION OF THE THE L'7DWEST PIPE CONNECTED TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISILNG SEWER MAIN SHALL BE CCNNECTED USING A PIPE SADDLE. 3. 11Ir1iMUM GRADE FOR SEWER SERVICE CONNECTION SHALL DE 2%� PER FOOT (1/4' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MiN DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL_ HAV[ A VINIMUM COVER OF 3 FEET. I MAIN LINE SALT J TREATED FINISHED GROUND 2 x 4 MARKER rP SEWER SERVICE LATERAL CONNECTION N T. S: J S-2 TD-33 N.T.S. FIG. IV-4 TD--8 24' EMBEDMENT SPRING LINE OF PiPE NO, 68 STONE REMAINING BA=91.L SHALL N07 CONTAIN RUCK MATE2IAL LARGER THAN 5" !N ANY DIME•ISIO-V -JNTIAL BACKFILL* (6" IiF-TS) Th(iROUGFJLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPFR -HAUNCHING -BEDDING 3" max 4" !tilt) ---FOUNDATION (SHALT BE REQUIRED WHEN SOIL CCNDI7IONS ARE UNSTABLE NOTE-: 1.OPEN CJTS IN PAVED AREAS WITHIN EXISTING VDOT RIUHT OF• -WAY S'=1ALL BE BACKFILLED ENTIRELY `ikhTH NO. 21A STONE. 2. FOR UJCTiLE IRON PIPE THE BOTTOM OF 7HE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REN10VED OR A 4" BFDDINO OF NO. 6B STONE SHALL BE P?OVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL. SEWER PIPE INSTALLATION I\ TRENCH NTS FIG. S-3 TD-34 SCOTT R. COLL INS No. 35791 z Q�vAL E nr� LJ LL! Z Z L, Cf7 Z J J O C� O 0 N C 0 U Lid W + L F O O CONCRETE Al d 2'x 2' BEARING A.R=A, u u rn iHRU'ST Bt_OCK. 41 I- i- a. a ® 0 d Q d g > f-r Z 0 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. � � � � is ® O TYPICAL GATE VALVE U) ¢ r NTS O j Of Q ce Q o FIG. IN-5 d--, I-M rL Yn > Lu ie-B C® C® Q TU-9 VDOT CLASS I RIPRAP r g-5• 2'-D,, 1w MIN. 1 0-� VDOT !JO 1 STONE BEDDING 6' r•� { } PIP- - J n.D. } i2° SECTION_ A -A CONCHF:fE ENCASEMENT NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE �{ 1 EXCEPT IER; SLOPE CF F-�MAX DANK EXCEEDS I To 1 t r- -� A .z= .._,., .. UNDISTURBED IJATERIAL A ELEVATION N10I. L WHERE LESS THAN 3' CF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT 11JLL BE REQUIRED, 2. WHEN SEURCCK IS ENGLU4177RED AND COVER EQUALS OR EXCEEDS S, THE TRENCH SHALL HE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18' OF VUOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING_ N.T.S FIG. s-7 TD-38 ACSA GENERAL WATER & SEWER CONDITIONS (,DUNE 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECES SARILY WHERE SHOW SHOWN ON THE PLANS AND N ARE ONLY APPROXIMATELY CORRECT. THE LINES AND STRUCTURES , AS NECESSARY. HIS OWN INITIATIVE LOCATE ALL UNDERGROUND N CONTRACTOR SHALL, ON , U U , 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-500-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 0. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3574 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 3 Design S orm Year = 10 I)OIN DOWNSTREAM STRUCTURF, I)RAW RF.A RIJNOFF COF.FF'. CA INLET TIME RAIN FALL. RIJNOFF Q INVERT ELEVATIONS LENC;TH SLOPE DIA CA PA- CITY VEL FLOW TIME INCZ ACC'UNI C'RL:S C MIN MIN C.P.S. UPPER LOW11t FEET PT./PT. INCl l ' I C,F.S. I P.Y.S. SLC 34 .42 0.50 0.21 0.21 6.00 6.35 1.3 32 740.75 740.52 37.50 0.0061 15 5.5 1 3.64 103 32 0.30 0.70 0.21 1.10 6.17 6.30 6.9 30 740.42 736.00 161.81 0.0273 15 11.6 9.79 165 30 M7 0,70 0.12 1,27 6.45 6,22 79 28 730.33 72T00 129.53 0.0257 15 11.2 9.86 13.1 28 (i.15 0.70 0A 1 1.37 6.67 6.16 8.5 2E, 723.50 721.00 99.60 0.0251 15 11.1 9.93 10.0 26 .12 030 0.08 1.59 8.19 5.77 9,2 24 720.42 718.10 10730 0,0216 15 103 9.46 11.3 24 0.07 0.70 0.05 1.64 8.38 5.72 9.4 22 717.75 716.35 fi1.21 0,0229 15 10,6 9.74 6,3 22 [).07 0.70 0.05 2.53 14.42 4.63 11.7 20 716.25 715.25 49.92 0.0200 18 16A 9.92 5.0 20 ).00 a40 0.(}(} 3.37 14.5(} 4.61 15.6 16 713.95 712.75 88.42 0.0136 24 28.6 9.25 9.6 16 (100 0.90 0.00 3.93 14.66 4.59 I8.1 14 710.83 709.50 1 8859 0.0150 1 24 30.0 9.93 8.9 14 .07 0.70 0.05 4.17 14.81 4.57 19.1 12 703.75 702.25 1 102.88 W146 24 29.6 9.99 103 12 )17 0.70 0.12 4.41 14.98 4.55 20.1 10 699.00 697.42 125.67 0.0126 24 27.5 9S4 132 10 ).29 0.65 0.19 4.88 1520 452 22.0 8 696.83 696.68 27,97 0,0054 30 1 32.7 7.13 3.9 8 1 0.48 0.65 0.31 5.19 15.27 4.51 23.4 6 696.58 696.10 87.89 0.0055 30 33.0 7.28 12A 6 �120 0.80 0.16 5.50 15,47 4.48 24.7 4 696.00 695.77 29.85 0.0077 30 39.0 8,37 3.6 4 O.Oo I 0.90 0.00 6.38 15.53 4.48 28.6 2 1 1 695.67 694.50 1 107.12 0,0109 30 1 46.4 9.89 W.8 - .00 0,90 1 0.00 6.38 15.71 4.45 28.6 113 I 1689.00 688.50 1 40.45 0.0124 36 1 80.5 10.39 3.9 1B I I F).00 ago I 0.00 f s 15.77 4.44 28.6 OUT 688.40 688.11 48.09 0.0059 36 55,5 7.85 6.2 44 r).29 0.70 0.09 0.09 5.00 6.67 0.612 705.83 705.50 28.68 0.0115 15 T5 3.65 7.9 42 0.70 0.20 0.29 5.1"3 6.62 1.9 40 702.-50 701.93 51.29 0.0111 15 7.4 5-06 10.1 40 110 1 0.70 0.07 036 5.30 6.57 2,4 38 1 701.83 701.43 39.61 0,0101 15 TO 5.17 7.7 11 38 (J.09 0.70 0.06 0.88 9.19 5.54 4.9 4 701.33 699.50 148.10 0.0124 15 7.8 6.69 22.1 46 [1.76 0.60 0.46 0.46 9.00 5.58 2.5 38 706.00 702.25 98,39 0.0381 15 13.7 RAS 11.6 48 0.18 0.60 0.11 0.15 5.12 6.63 1.0 6 699,25 699.00 34,76 0,0072 15 5.9 354 9.8 l2B �0.18 0.70 0.13 0.13 5.0U 6.67 0.8 12 701.75 701.50 28.56 0.0088 15 6.6 3.66 7.8 18 0.29 a65 0.19 0.19 8.00 5.81 1.1 14 708,75 708.50 27,66 0.0090 t5 6.6 3.96 7.0 U.35 0.60 0.21 0.2I 6.00 6.35 1.3 68 715.00 714.18 27,07 0.0296 15 12.0 6.38 4.3 05'2 .O5 (.60 0.03 039 6,07 633 2.452 714,08 713.68 67.29 0.0059 15 5A 4.26 15.8 .07 0.85 0.06 041 6.34 6.25 2.8 50 713.27 54.85 0.0057 15 5.3 1 4.34 12.6 50 - Ir713.58 ).19 ac,o O.IIFO.56655 6.19 3.516 713,17 712.67 84.70 0.0059 15 5.4 4.64 18,270B ).08 050 0.045.00 6.fi7 03 I 1 70 717.00 1 716.60 28.51 0.0140 15 1 8.3 3.04 9.4 70 1 1 0.15 0.70 0.11 0.15 5.16 6.62 1.0 68 715.50 714.18 87.04 0.0267 [5 11.4 5.56 15.7 56 ).73 0.40 0.29 0.29 14,00 4.61) L4 54 718.00 717.75 34.87 0.0072 15 5.9 3.89 9.0 54 .28 0.65 0.18 0.84 14,15 4.66 3.9 20 714.60 714.05 55,99 0.0098 15 6.9 5.83 9.6 GU a58 1.08 0.45 0.49 0.49 14.00 4.69 2.3 58 731.75 719.75 178.88 0.0671 15 18A 9.86 18.1 31 0.50 0.16 0.84 14.30 4.64 3.9 22 1 1 716,58 716.35 34.88 0.0066 15 5,7 4.97 7.0 62 1 0.22 0.60 0.13 0.13 8.00 5.91 0.8 2G 720.75 720.52 36.li 0.0064 15 5.6 120 113 fr1 }.06 0.80 0.05 0,05 5.00 6.67 0.3 30 734.67 734.10 34,95 0.0163 15 8.9 1 3.28 10.7 76 O2s 0.65 0.16 0.16 5.00 6.67 1.1 74 71758 717.40 35.11 0.0051 15 5.0 3.22 10.9 74 .32 1 0.65 0.21 0.37 6.00 6.35 1 2.4 72 71730 11 710.15, 227.I4 0,0051 15 5,0 4.00 56.8 72 .00 0.90 0.00 0.37 6.95 6.U8 2.4 J4 716.05 714.70 266.32 0.0051 15 S.0 4.U0 66.6 [Design Year: 10 Proje t: Pleasant Green - Phase l Job 4: 1 821 54 Prepared l y: A M I., PI-. 1N S1't .FI' 110N OUrLEI WATER SURFACELLL:V Lo D') Q, GW Se, [If JUNCTION I.OSS YINAI. 11 IN]+'T WATER SURPACEELL'V. RIM ELEV Vo lln ()IN VAN Q,*Vi Vi-:'2,, Ili ANGLE 11A 1It 131It .51E 715.70 26632 15 2,35 a001 0.3( 1.9 QO 2.4 1.9 -1. 09 0.1 0,02 35 0.015W 0.05 l 0.025 0.33 716,03 727.42 717.15 227.14 15 2.35 0-001 02 L9 0.0 11 4 1.1 0.9 ,0-[)56, 0.0 0.00 82 0.00795 0.03 NA 0.013 0.27 717.42 721.92 718.40 35.11 15 1.08 0.000 0.01 0.9 0.0 6 0.00 0 0 0.00 NA N/A 0.01 718.41 721.93 735.10 34.95 15 032 0,000 0.0( 0.3 0.0 4 0.00 0 0 0.00 NA 0.000 0.00 735. W 741.83 72152 36.13 I5 0.77 0,000 a0 0.6 0,0 -I r 1,11 0 0 a01 NA 0.001 (TO 721.53 728.00 71735 34.88 I5 3.90 0.0 0.11 3.2 0.0 _ 8 0.9 102 9. 88 1 1.6 0.57 7 0 0.61 NA 0.304 0,41 717.76 724.00 720.75 1 178.88 15 228 0.001 I 0-1 1.9 0.0 0 0.00 0 00.01 NA 0.007 0.20 720.95 736.00 715.10 55.99 1 15 3.94 0-003 0.11 32 0.0 11 1 2A 4.0 9. 12 0.2 0,09 74 0.15165 0.28 NA 0.139 0,32 715,41 725,17 719.75 34,87 15 1,37 0.000 0.01 I.1 0.0 6 (1,00 0 0 0.00 NA 0.002 0.02 718.77 725.17 715.18 87.04 15 0.96 o.000 0.a 0.8 0.0 U 03 02 0-)58 a0 aUU 84 0.00048 0.00 NA 0.002 0.02 715.20 721.75 717.60 28.51 15 0.27 0.000 0-0 0.2 0.0 70B 0.00 0 () 0.00 NA 0.000 0.00 717.60 722,17 713.67 84.70 15 3.46 0.002 0.21 2.8 0.0 0 2,8 23 0. 97 0.1 0.03 53 0.03745 0.10 NA 0.048 0.26 713.93 72a42 71427 54.85 15 2.78 0.002 0.0(S 2.3 0.0 2 2.4 10 4. 37 0.1 0.02 80 a0404 0.08 NA 0.041 0.13 714.40 719.42 714.6a 67.29 15 2.44 0.001 0.0 2.0 0.0 g l.l} 5.6 5. 32 0.5 0.17 80 0.31665 050 NA 0.250 0.33 715.01 71958 715.18 27.67 15 1.33 0.(t00 0.0 1.1 0.0 b U.00 0 0 0.00 NA 0.UO2 0.01 715.19 71958 709.51) 1 27.66 15 1.10 0.000 0.01 0.9 0.0 8 0.00 0 0 0.00 NA 0.002 0.01 709.51 715.75 702.50 28.56 15 0.84 0.000 0-0( 0.7 1 0.0 1 g 0.00 0 0 0.00 NA 0.001 O.UI 702.51 7W-75 700.00 34.76 15 LOI 0.000 0.01 0.8 0.0 1.g 0.3 2.8 0. 08 0.1 0.04 0 0 0.04 NA 0.022 0.03 700.03 706.08 703.25 98.39 15 2.54 0.001 0.1 2.1 0-0 6 0.00 0 0 0.02 NA 0.008 0.14 703.39 713.17 700.50 148.10 15 4.89 0.005 0 7 i 4.0 0.1 18 2.5 9.5 21.57 1.1 0.39 61 O} 61404 1.07 NA 0.533 1.26 701.76 709.67 702.43 39.61 15 2,39 0,001 0,0- 1.9 0,0 U L9 L6 3.)91 0.0 0,01 7 0 0.03 NA 0.014 0.06 70149 710.25 702.93 51.'29 15 1.95 U.U01 0.0 1.6 U.0 �_ mo 0.5 .3 0.0 kmm 46 0.00114 a[)1 NA ...006 0.05 702.98 712.50 706.50 28.68 15 0.61 0.000 a0C 0.5 0.0 4 0.60 0 0 0.00 NA N/A 0,00 70650 712.33 6t 0.51 13.69 36 28.57 0.002 0.0. l.0 0.1 f3 28.6 4.0 1 5.5 0.3 0.09 11 0 0.15 N/A 0.076 0.17 690.68 694.50 690.90 40.45 36 28.57 0.002 f1.0_ 4.0 0.1 28.6 5,8 1 63 0.5 0.18 I 0 0,25 N/A 0.124 0.19 691.09 701,00 696.50 107.12 30 28.57 0.004 0.4 1 5.8 0.1 24.7 5.0 1,19 0.4 0.14 70 0239t6 0.51 -N/A 0.2.54 0.70 697.20 706.67 697.77 29.85 30.67 U.003 a0r 5.0 0.1 23.4 4.8 1 1.6 0.4 0.12 19 0.0353 0.26 NA 0.128 026 699.03 706.08 698.10 87.89 30 23.4U 0.OU3 0.2 4.8 0.1 22.0 4.5 9 94 0.30A I 90 0,21909 0.42 NA 0.208 0.45 698.55 705M8 698.68 27.97 3U 22.{}4 U.a02 U.O 4J a.l () 1 20,1 6A 1 8.2 1 0.0 0.22 61 0.34859 0.65 NA 0324 039 699,07 705.09 699.07 125.67 24 20.07 0.007 0,84 6.4 0.2 2 19A 6.1 1 5.6 0.6 0.20 33 0.15999 0.52 NA 0.259 1.10 700.18 708.42 703.85 102.88 24 19.06 0.006 0.6 6.1 O.l 4 IS,[ 5,7 13.7 0.5 0,18 27 0.11281 0.44 NA 0.21 8 0,84 704.69 715.67 711.10 88.59 24 18.05 0.005 0.41 5.7 0.1 6 15.6 5.0 171.11 0.4 0,13 0 0 0.26 N/A 0.131 0.61 711.71 722.00 714.35 88.42 2=1 15.56 �0.U4 03f 5.0 O.l (} 11.7 6.6 7 .4 0.7 a 4 83 0:1-18)8 0.78 N A t).391 (1.75 715.10 724.17 716.45 49.92 18 11.70 0.011 0.5 6.6 0.2 9.4 7.6 7.62 0.9 0.32 1 U 0.49r 0.244 0.77 717.22 724.00 -"' 35 (i1.21 15 9.37 0.018 1.1 7.6 0.2 4 9,2 7.5 G .43 0.9 0.30 23 0.13855 a67 0.334 1.43 718.78 724.58 719.10 107.30 15 9,10 0.017 1.8" 7.5 0.2 ' 6 85 6.9 5< .29 0.7 0 26 27 0A 6228 0.64 0.318 2.16 721.26 727.67 722.00 99.60 15 8.46 0.015 1.=L 6.9 0.2 8 7.9 6.4 k 0.6 0.22 21 0.1027 a5I NA 0.256 1.71 723.71 732.25 728.00 12953 15 7.89 0.013 1.6_ 6.4 0.2 0 6.9 5.7 3 .21 05 0.17 21 0.07938 0-41 NA 0.207 1.85 729.85 741.75 737.00 161,81 15 6.94 0,010 1.5 5.7 0.1 �_ 1.3 1.1 L 49 0.0 0.01 43 0.00697 0,14 NA 0.069 1.66 738, 747.83 741.52 37.50 15 L.33 0.000 0.0 1.1 0 0 } O.DU 0 0 0.00 NA 0.402 o.02 741.54 748.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.UU (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter I Inlet � ) 'O N n O � 97 n 6) m c. t4 _ 2 v) c fi D cl N .--. `. -2 - L � n N . V y L N .V-. .2 '� - to N - w c U := ..� O 5 N (B N Q w m cu o U (D � j m c o a -o .� O u 6 � ,C m O W '� c N a) ✓T v N o "I L. o U � N a N .0) TJ E O 6 = w m = d a - 0 m J F 2 2 6 m Zi V O (6 c m X DD) Q rl > J Q U O C'1 Ci 0 (6< W � U C w- F- 'o ' I- � left 1 0.16 0.65 0.104 0.42 0.00 0.42 0.0010 0.0200 1 2.0 1 0,0833 1 4.1660 1 T39 right 1 0.32 1 0.65 10208 1 0.83 G 00 0.83 0.0010 1 0.0200 1 2-0 1 0.0833 4.1650 9.59 8 I 3C I 10.0 combined flow 1.2 0.12 1 0.255 1 5.84 left 1 0.13 0.65 0.085 a.34 I 0.00 0.34 00010 T 0. 2200 2.0 O.OII33 4,1650 1 6.84 right I 018 1 0.65 0,104 1 0.42 1 0,00 0.42 00010 I 0.0200 2.0 008331 4.1650 1 7.39 10 I 3G I 10.0 combined flow 0.6 0.08 1 0.182 1 4.17 left 0.04 0.70 0.028 0.1 1 0.00 0.11 0.0010 a. 200 0 2.0 0.0II33 4,1650 4.52 right I 0.03 1 0.70 10.021 1 0.08 I 0.OD 003 0.00'10 1 00200 1 2_0 1 0,0833 11 4,1650 1 4.06 22 1 3G 1 4.0 combined flour 0.2 0.05 1 0.109 F 2.50 left 1 0.03 0.85 0.026 0.10 0.00 0.10 0.0010 1 0.0200 1 2.0 1 0,0833 1 1 4,1650 4.36 right I 0.04 1 0.85 1 0 034 1 0.14 1 0.00 0.14 0.0010 1 00200 1 2 0 1 0.0833 11 4,1650 1 4.86 52 1 3G 1 4.0 combined flow 0.2 1 0.06 1 0.124 1 2.85 left I 0.10, 1 a50 1 0,050 0.20 1 0.00 0.20 0.0010 1 0.0200 2.0 1 0.0833 114.1650 5.62 right 1 0.21 1 0.50 101051 0.42 1 MID 0.42 0.00'10 0.0200 2.0 0.0833 4.16501. 7.42 58 3C 6.0 combined flow 0.6 0.09 1 0.202 1 4.62 left 1 0.54 1 0.45 0.243 0.97 0.00 0.97 0.0010 1 0,0200 1 2.0 1 0.0833 I 1 4.1650 1 10.16 right 0.54 0.45 0.'243 G_97 0.00 0.97 0.00'10 0.0200 2_0 0.0833 4.1650 10.16 60 3C 12.0 combined flow 1.9 I 1 0.14 1 0.312 1 7.16 left - 1 0.60 0.102 0.41 0.00 OA1 0.0010 0.0200 2.0 0.0833 4.1650 T34 right 0.18 0.60 0.108 0.43 0,00 0.43 0.00'10 0.0200 2.0 0.0833 4.1650 7.50 66 3C 4.0 combined flow 0.8 0.13 0.268 6.61 left 0.02 0.60 0.012 0.05 0.00 0.05 0.0010 0.0200 2.0 0,0833 4.1650 3.29 right 0-a3 0.60 0 018 0.07 0.00 0-07 0.0010 a.Qzoa 1 2.0 1 0.0833 1 1 4.1650 1 3.83 68 3C 4.0 combined flow 0.1 0.04 1 0.079 1 1.81 " gutter longitudinal slope of U.U01 snoula De usea In a sump conamon - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyan e to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as wet as yard inlet and roof drain drainage areas. PIPE DESIGN n = 0.013 Pipe Hy rolog, I P41e N 3 Q) c t3 rn ? U m c w � N p, c c 'B v ° � m Q `S U O C . - - � _ a, m W - - m E c ¢ m V Q F- - U V . - m o 0 C3 $ tm o w V ,if _ -m � o m8 N E tf o m o t° m m P v, 5 -1 c Cd C) U N 1 0 ,, V .D E s u_ a, I- m j 3 F LL > - C Rpe run: STR-34 - OIJr 34 32 0.42 0.50 2"10 0.210 6.D0 6,35 133 1.33 740.75 740.52 37.5 0.013 0 0061 15 5.47 3.64 O. 17 32 30 0.30 0.70 .210 1.101 6.17 6.30 1.32 6.94 740.42 736.00 161.8 0.013 0.0273 15 11.56 9.79 1 0.28 30 28 0.17 0.70 .119 1,268 6.45 6,22 0.74 7.69 730.33 727.00 129.5 0.013 O.D257 15 11.22 9.86 0.22 28 26 0.15 0.70 105 "1.373 1 6.,37 6.16 0.65 8,46 72350 721.G0 99.6 Q013 0.0251 15 11.09 9.93 1 0.17 26 24 0.12 0.70 .084 1.689 8.19 5.77 0.48 9.16 720.42 718.10 107.3 0.013 0,0216 15 10.29 946 0.19 24 22 0.07 0.70 ,049 1.638 1 0.28 9.37 717,75 716.35 612 U.U13 QU229 15 10.59 9.74 . 22 20 0.07 0.70 A49 2 528 1442 4 63 023 .. 70 7 . -.25 715.25 499 0.013 00200 18 16.09 9.92 0.08 20 16 0.00 0.90 .000 3.373 14.50 4.61 0.00 15.56 713.95 712.75 88.4 0.013 0,0136 24 28.58 9.25 0.16 16 14 0.00 0.90 000 3.931 14.66 4.59 0.00 18.05 710.83 70950 88.6 0.013 00.0150 24 30.02 9.93 0.15 14 12 0.07 0.70 .049 4.169 14.81 4.57 0.22 19.06 703.75 702.25 102.9 0.013 0.0146 24 1 29.61 9.99 1 0.17 12 10 0.17 0.70 q.119 4.414 14.98 4.55 0.54 20.07 699.00 697.42 125.7 0.013 0.0126 24 27.51 9.54 0.22 10 8 0,29 0.65 .189 4,877 15.20 4.52 0.85 22.04 696.83 695-68 28.0 0.013 0,0054 30 3265 1 7.13 0.07 8 6 0.48 0.65 It.312 5.189 15.27 4.51 1.41 23.40 606.58 696.10 87.9 0.013 0.0055 30 32.95 7.28 0.20 6 4 0.20 0.80 160 5.501 15.47 4.48 0.72 24.67 696.00 695.77 29.9 1 0.013 O.D077 30 38.99 8.37 0.06 4 2 0.00 0.90 1 0,000 6.384 15-53 4.48 0.00 2857 695-67 694.50 107.1 0-013 0.0109 30 46.39 9.39 QA8 2 1 B 0.00 0.90 .000 6.384 15.71 4.45 0.00 28.57 683.00 688.50 40.5 0.013 0.0124 36 80.46 I 10.39 0.06 18 OUT 0.00 0.90 .000 6.384 15.77 4.44 0.00 28.57 688.40 688.11 48.7 0.013 0.0059 36 55.50 7.85 Q.10 Rpe run: STR-44 - STR-4 44 42 1 0.13 0.70 Q.091 0.091 5.00 6.67 0.61 0.61 705.83 705.50 28.7 0.013 0.0115 15 7.50 3.65 0.13 42 40 0.29 0.70 (�.203 a 0.2,.4 5.13 6.62 'I.34 1.95 70250 701.93 51.3 DA13 Q0111 15 7 .37 5.0 6 0_"17 40 38 0.10 0.70 .070 0,364 5.30 6.57 0,46 2.39 701.83 701.43 39.6 0.013 0.0101 15 7.03 5.17 0.13 38 4 0-09 0.70 .063 0 883 9 19 5.54 0.35 4.89 701.33 699.50 148.1 0.013 0.0124 15 779 6.69 U.37 Rpe run: STR-46 -STR-38 46 38 0.76 0.60 456 0.456 9.00 11 5.58 11 2.54 2.54 706.00 70225 98.4 O.D13 0.0381 15 13.66 1 8,48 I 0."19 Pipe run: STR-48 - STR-6 48 6 0.18 0.60 ,108 0.152 5.12 6.63 0.72 1.01 699.25 699.00 34.8 0.013 0.0072 15 5.94 3.54 0.16 Rpe run: STR-12B - STR-12 12B 12 1 Ma 1 0.70 1 0,126 0.126 1 5.00 1 6.67 1 0.84 1 0.84 1 701.75 1 701.50 1 213.E 1 0.013 1 0.0088 1 15 6.56 3.66 1 0.13 Rpe run: STR-18 - STP,14 18 14 0.29 0.65 189 1 0 189 1 800 1 5.81 1 I10 I 1 10 1 708.75 708-,1 27 7 1 0-013 00090 5 6.64 3.96 0.12 Pipe run: STR-66 - STR-16 68 68 0.35 0.60 .210 0,210 6.00 6.35 1.33 1,33 715.00 714.18 27.7 0.013 0,0296 15 12.04 6.38 0.07 68 1 52 0.05 0.60 .030 0.365 6.07 6.33 0.19 2.44 714.08 713.68 67.3 0.013 0.0059 15 5.38 4.26 0.26 52 1 50 1 0.07 1 0.85 1 It060 0.445 6.34 6.25 0.37 2.78 713.58 713.27 54.9 Q.U13 0,0057 15 5.28 4.34 0.21 50 16 0.19 0.60 (1,114 0.559 6.55 6.19 0.71 3.46 713.17 712.67 84.7 0.013 00059 15 5.33 4.64 0.30 Pipe run: STR-7013 - STR-68 70B 70 0.08 0.5U 040 G.O4G 5.00 6.67 0.27 0.27 717.G0 716.60 28.5 0.013 00140 15 a.28 3.04 0.16 70 68 0_'15 U.70 ,1)5 0.145 5.16 6.62 0.69 0.96 715.50 714.18 87.0 0.013 00267 15 11.44 5.56 D26 Pipe run: STR-56 - STR-20 56 54 0.73 1 0.40 292 0.292 14.00 4.69 1.37 1.37 71e.00 717.75 34.9 0,013 0.0072 15 5.94 3.89 0.15 54 20 R28 0.65 .182 0.845 4.15 4.66 0.85 3.94 714.60 714.05 56.0 0.013 0.0098 15 6.93 5.53 0.16 Pipe run: STR-60 - STR-22 60 58 1.U8 0.45 1 0486 1 U.486 1 14A0 4.69 2.28 2.28 731.75 1 719.75 1 178.9 1 0,013 1 0.0671 1 15 18.13 9.86 0.30 58 22 0.31 1 0.50 1 0,155 0.641 14.30 1 , 0.72 3.9D 716.58 I 716.35 1 34.9 1 0.013 O.OD66 5 5.69 1 4.97 1 0.12 Rpe curt: STR62- STP-26 62 26 022 0.60 132 U.132 8.00 5.81 0.77 0.77 720.75 720.52 36.1 U.013 00064 15 5.6D 3.2D 0.19 Rpe run: STR-64 -STR-30 84 30 0.06 OM.048 0.048 5.00 6.67 0.32 0.32 734.67 734.10 35.0 0.013 0.0163 15 8.93 323 0.18 Pipe run: STR-76 - STR-54 76 1 74 0.25 0.65 .163 I o.163 5.00 1.08 1,08 717.58 71'r.40 35.1 0.013 0,0051 15 5.00 3.22 0.16 74 72 0.3"2 0.65 .208 0.371 6.00 #157 5 1.32 235 71730 716.15 227.I O.013 0,0051 15 5.00 4AD 0.9572 54 000 090 .000 0371 6.95 8 0.00 2.35 716.05 714.70 266.3 0.013 O.D051 5 5.00 4.00 1.11 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet o N N 0 A m c9 N = p- o _c c n ?>= v .� U V, c Q D N N i ON O_ o O �- o Z N) m O) U 3 i5 6 _ N ❑ C c0 +- F 0 � d -6 Y J U N 3 !d C) M X 2 3 V � 0- > Q Q Q ca a 6 U) , n i � � 1-- 1- - � eft 0.16 1 0.65 10.104 1 0.68 0.00r2. 0.0010 0.0200 2.0 0.0833 4.1650 8.87 right 0.32 0.65 0,208 1.35 0.00 O.OU10 0.0200 2.0 0.0833 4.1650 11.50 8 3C 10.0 combined flow 0.16 G.352 8.07 eft 0,13 Q.65 0.085 0.55 Q.00 Q.0010 0.0200 20 0.0833 4.1650 820 right 016 0.65 0,104 0.68 0.00 0.0010 0.0200 2.0 0.0833 4.1650 8.8710 3C 10.0 con-bined flow. 0.12 0.252 5.77 left 1 0.04 1 0.70 1 0A28 0.18 1 0.00 0.18 0.0010 I 0.0200 2.0 00833 1 4.1650 1 5.42 right 1 003 1 0,70 1 0.021 1 0.14 1 0,00 0.14 00010 1 0,0200 1 2.0 1 0.0833 1 4.1660 1 4.87 22 1 3G 1 4.0 combined flow 0.3 Q"07 0.151 3.46 eft 0.03 0.85 O.U26 0.17 0.00 0.17 0,0010 0.0200 2.0 0.0833 4.1650 5.23 right 0.04 0.85 0.034 D.22 O.aO 0.22 0,001a 0.0200 2.a 0.0833 4.1650 5.83 52 3C 4.0 combined flow 0.4 0.08 0.172 3.94 eft D.10 0 50 0.05G 0.33 I 0.00 0.33 1 00010 I 00200 1 2.0 1 O.G833 I I 4.165D 6.74 right 1 0.21 1 Q$0 10,1051 0.68 O.aO 4.68 O.Uo'10 0.020U 20 0.0833 4.1650 1 8-90 58 F -3Cj 6.0 combined flow 1.0 I 1 0.13 1 0.279 1 6,38 left 1 0.54 1 0.45 10.2431 1.58 1 0.00 1.58 0,0010 1 0,0200 1 2.0 1 0.0833 1 4.1650 1 12.19 right 1 0.54 1 0.45 10.2431 1.58 I 0.00 1.58 0.0010 1 0.0200 1 2.0 1 0.0833 4.1650 1 12.19 60 1 3C 1 12.0 combined flow 32 U.20 GA32 9.90 eft 0.17 1 0.60 1 0.102 0.66 0,00 0,66 0.0010 1 0.0200 2.0 0.4833 4.1650 1 8-80 right 1 0,18 1 0,60 10.1081 0.70 1 0.00 0.70 0.00I0 1 0.0200 2.0 O.C8331 4.1650 1 8.99 66 3C 6.0 combined flow 1.4 0.16 0.341 7.82 left 1 0.02 1 CHO 10.0121 0.08 1 0.00 0.08 0.0010 0.0200 1 2.0 1 0.0,333 1 4.1650 1 3.95 right 1 003 1 060 10,0181 0,12 1 0.00 0.12 0 0010 0.0200 2 a 0.0833 4.1650 4.59 68 3G 4.0 combined flow 0.2 U.OS 0.109 2.50 * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as we I as yard inlet and roof drain drainage areas. INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET C PTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter I Inlet 1 N N 'D Q d o N m �-" u � m 0 � n- e m .: n m n. m L 4 a � -2 .� tN m m Qt 0 sx N `� N 12 U N 3 'n t O U }i X LJ N O T m aa) u 'o r m o a u 5 -o cn � 3 .0 o g CU 0) m ° -9 Z5 ? -a m � (R m .S i m � II r� Q) C O t ❑ t6 U m m - Zn N N J ,2 - V �' 'X a > - ¢ U U g U 5 t6 rn 5 0 in F- u @ - U} J J of O Ci � a 6 313 8.0 0.20 0.80 0.160 0.64 0.00 0.64 D.ozoo U.0`LUU 2.0 0.083U 4.15U0 4.95 0.88 3.5120 0.146 0.1488 6.10 1.31 1. U.64 0.00 12 313 10.0 0.17 0.70 0.119 0.48 0.00 0.48 0.0489 0.0200 2.0 OA830 4.1500 3.75 0.97 3.5120 0.146 0.1619 6.69 1.49 1.00 0.48 0.00 12B 313 10.0 0.18 0.70 0.125 0.50 0.00 0.50 0.0489 0.0200 2.0 0.0830 4.1500 3.83 0,95 3.5120 0A46 0.1590 6.93 1.44 1.00 0.50 0.00 14 3B 6.0 0.07 0.70 O.Q49 0.20 0.00 0.20 0.0848 0.0200 2.0 0.0830 4.1600 2.42 1.OU 3.5120 0.146 0.1663 5.35 1.12 1.00 0.20 0.00 18 3B 14.0 0.29 0.65 0.189 0.75 0.00 0.75 0.0848 0.0200 2.O OA830 4,1500 4.02 0.95 3.5120 0.146 0.1590 9.68 1.45 1.00 0.75 0.00 24 313 6.0 0.07 0.70 0.049 0.20 0.00 0.20 OA240 0.0200 2.0 0,0830 4.1500 3.07 0.99 3.5120 0.146 0.1649 3.68 1.63 1.00 0.20 0.00 26 313 8.0 0.12 0.70 0.0M 0.34 0.00 0.34 0.0343 0.0200 2.0 0.0830 4.1500 3.52 0.97 1 3.5120 0.1463 1 0.1619 5.20 1.54 1.00 0.34 0.00 28 313 10.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0670 U.0200 2.0 0.0830 4.1500 3.37 0.98 3.5120 0.146 0.1634 6.94 1.44 1.00 0.42 0.00 30 3B 10-0 0."17 0.70 0.119 Q48 O.OQ U.48 0.059U 0-02U0 2.0 0.0830 4.1500 3.62 0,97 3.5120 0-146 0.1619 708 1.41 100 0.48 0.00 32 3B 10.0 0-30 0.70 0.210 0.84 0.00 0.84 0-0180 0-0200 2.Q 00830 4.1500 5.59 0.85 3.5120 0.146 0.1444 6.74 IA6 1.00 0.84 0.00 34 313 10.0 1 0.42 0.50 0.210 1 0. PA 0.00 0.84 0.0180 0.0200 2.O 0.a830 4,1500 5.59 0.85 15120 0.1463 1 a.1444 6.74 1.48 1.00 0.84 0.00 38 313 6.0 0.09 0.70 0.063 1 0.25 IQ.00 0.25 0.0367 j 0.0200 20 0.0830 4.15UU 3.'12 0.99 3.5120 0.146 0.1849 4.65 1.29 00 0.25 0.00 40 36 8.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0450 0.0200 2.0 0.0830 4.15U0 3.12 0.99 'r 3.51U 0.146 0.1649 5.17 1.55 1.W 0.28 0.00 42 3B 10.0 0.29 0.70 0.203 0.81 0.00 0.81 0.0200 0.0200 2.0 0.083D 4.1500) 5.42 0.86 3.5120 0.146 0.1458 6.82 1.47 1.00 0.81 0.00 44 3B 6.0 0.13 0.70 0.091 0.36 0.00 0.36 0.0200 0.0`200 2.0 0,0830 4.1500 4.01 0.95 3.5120 0.146 0.1590 4.62 1.30 1.00 0.36 0.00 46 STR 3B 10.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0900 0.0200 2.0 0.0830 4,1500 3.19 0.99 3.5120 0.146 0.1649 7.54 1.33 1.00 0.42 0.00 48 3B 8.0 0.18 0.60 0A08 0.43 0.00 0,43 0,0200 0,0299 10 0,0830 4.1500 417 0.93 3.5120 0.146 0.1561 5.02 1.59 1.00 0.43 0.00 5D 313 6.0 1 0.19 0.60 0.114 046 0.00 DA6 0.0100 1 R0200 2.0 00830 I 4.1500 4.97 0.87 1 3.5120 0.146 0.1473 4.32 1.39 1.00 0.46 I 0.00 54 368,0 1 0.28 0.65 0.182 0.73 0.1)0 G.73 0.0164 1 0-0200 20 0.0830 4 1500 5.40 086 1 3.5120 0.146 0.1458 6.14 1.30 tUU 0.73 000 56 3B 12.0 0.73 0-40 0.292 1.17 0.00 1.17 0.0164 0.0200 20 0.0830 41500 6.44 0.78 3.5120 0A46 0.1341 7.87 152 1.00 1.17 0.00 62 36 10.0 0.22 0.60 0.132 0.53 Q-00 0.53 0.0343 0.0200 2.0 0.0830 4.1500 4.17 0.94 3.5120 0.146 0.1576 6.39 1.57 1.00 0.53 0.00 64 3B 6.0 0.06 0.80 0.048 0.19 0.00 0.19 0.0590 0,0200 2.0 0.0830 4.1500 2.57 0.99 3.5120 U.146 0.1649 4.78 1.25 1.00 0.19 0,00 66 3B 10.0 0.35, 0.60 0.210 0.84 O.OU 0.84 0.0276 0.0200 2.0 0.0830 4.1500 5.16 0.90 3.5120 0.146 0.1517 7.44 1.34 1.00 0.84 0.00 70 STR 3B 6.0 0.08 0.70 0.056 0.22 0.00 0.22 0.0443 0.0200 2.0 0.0830 4.1500 2.88 0.99 3.5120 0.146 0.1649 4.68 1.28 1.00 0.2`L 0.00 703 36 6.0 0.08 0.50 0.040 0.16 0.00 0.16 0.0612 0.0200 2.0 0.0830 4.1500 2.39 1.00 3.5120 0.146 i 0.1663 4.46 1.35 1.00 0.16 0.00 74 3B 10.0 0.32 0.65 0.208 0.83 0.00 0.83 0.0200 0.0200 2.0 0.083D 4.150D 5.47 0.86 3.5120 0.146 0.1458 6.89 1.45 1.00 0.83 0.00 76 3B 8.0 0.25 0.65 0.163 0.65 0.00 0.65 0.0200 0.0200 2.0 0.083D 4.1500 4.98 0.88715'120 0.146 D.1488 6.14 1.30 1.00 0.65 0.00 - for inlets draining to stormwater management facilities, where Pvc-dand flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ` N a U Z) 7 ti U m a- N � IF U r _ IV N U Q C 2 $ � � .2 o n N N U lm� N ,k5 a) 3 N L . U H W O V N C U C �, O m N 29 O - Y y 9 o N R N C ` U Y N B - + N T w Vi C7 - c t6 v N U O1 C -.a x 3 3 `-' m ❑ .. ❑ g Y X 2 ? U 5 ,V - - _a � N a � < V U c7 Ci C! u7 :4 1 u u'1 t- w ,d u, to -1 -1 w 0 U c Q-1 6 3B 8.0 0.20 0.80 0.160 1.04 0.00 1.04 0.0200 0.0200 2.0 0.0830 4.1500 5.94 0.83 3.5120 0.1463 0.1415 7.71 G4 1.00 1.04 O.GG 12 313 10.0 0.17 0.70 0.119 0.77 1 0.07 1 0.84 0.0489 0.0200 2.0 0.0830 4.1500 4.64 0.90 3.5120 0.1463 1 0.1517 8.84 1.13 1.00 0.84 aoo 12B 3B 10.0 0.18 0,70 0.126 0.82 1 0.00 1 0.82 0.0489 0.0200 2.0 0,0830 4.1500 4.60 0.91 3.5120 0.1463 0.1532 8.69 1.15 1.00 0.82 0.00 14 36 6.0 0.07 0.70 0.049 0.32 1 0.00 I 0.32 0.0848 0.0200 20 0.0830 4.1500 2.91 0.99 I 3.5120 0.1463 0.1649 5.96 1.01 1.00 0.25 0.07 12 18 3B 14.0 U9 0.65 0,189 123 0.00 I 1.23 0.0848 0-0200 2.0 0.0830 4.1500 4.82 0.90 1 3-5120 0.1463 0.1517 12.21 1.15 1.00 1.23 O.00 � _4 3B 6.0 U 07 O 7 D 0.049 0.32 U.0 0 0.32 0.0240 0.0200 2.0 0.0830 4 .15GO 3.68 0.97 3.5120 0 ,1463 0.1619 4.57 31 1 DO 0,32 0,00 26 3B 8.0 0.12 0 70 0 084 0.55 0.00 0.55 0.0343 0.0200 20 0.083O 4.1500 4.22 0.94 15120 0 '1463 0.157^a 6.48 1.23 1.00 0.55 0.00 28 3B 10.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0670 0.0200 2.0 0.0830 4.1500 4.05 0.94 3.5120 0,1463 0.1576 8.70 1.15 1.00 0.68 0.00 30 3B 10.0 0.'17 0.70 0.119 0.77 0.00 0.77 0.0590 0.0200 2.0 0.0830 4.1500 4.34 0.92 3.5120 0,1463 G.1546 8.93 1.12 1.00 0.77 0.00 32 3B 10.0 0.30 0.70 0.210 1.37 0.00 1.37 0.0180 0.0200 2.0 0.0830 4.1500 6.71 0.77 3.5120 0,1463 0.1327 8.70 1.15 1.00 1.37 0.00 34 36 10.0 0.42 0.50 0.210 1.37 0.00 1.37 0.0180 0.0200 2.0 0.0830 4,1500 6.71 0.77 3.5120 0,1463 0.1327 810 1.15 1.00 1.37 0.00 38 3B 6.0 0.09 0.7a 0.063 0.41 G.00 0.41 U.G367 O.OZOD Z.0 GA83U 4.1500 3.74 0.97 3.5120 0.1463 0.1619 5.76 04 1.00 0.41 0.00 40 3B 8.0 0.10 0.70 U-070 0 46 0.00 0.46 0.0450 0 02UU 20 00830 4.1500 3.74 0.96 3-5120 0.1463 0.1605 6.44 1.24 1.00 0.46 000 42 313 10.0 0.29 0 70 0203 1.32 0 00 1.32 0.0200 0.0200 2.0 0.0830 4.15UU 6-50 0.78 3.5120 0.1463 0.1341 8,79 1.14 1 00 1.32 0.OU 44 3B 6.0 0.13 0,70 0,091 0.59 0.00 0.59 0-0200 0.0200 2.0 0.0830 4.1500 4.81 0.90 3.5120 0.1463 0.1517 5.83 1.03 1.00 0.59 0.00 46 STR 38 10.0 I a 5 0.70 0.105 D.68 0.00 0.68 0.090D a.a200 2.0 0.0830 4.1500 3.83 0.96 3.5120 0.1463 0.1 6D5 9.40 1.06 1.00 0.68 0.00 48 36 8.0 0.18 0.60 0.108 0.70 0.00 0.70 0.0200 O.02c0 2.0 0.0830 4.1500 5.13 0.88 3.5120 0.1463 0.1488 6.34 1.26 1.00 0.70 0.00 50 3B 6.0 0.19 0.60 0,114 0.74 0.00 0.74 O.O1G0 0.0200 2.0 0.0830 4.1500 5.96 0.78 3.5120 0.1463 0.1341 5.61 1.07 1.00 0.74 0.00 54 3B 8.0 0.28 0.65 0.182 1.18 0.00 1.18 0.0164 0.0200 2.0 0.0830 4.1500 6.47 0.78 3.5120 0.1463 0.1341 7.91 10'1 1.00 1.'18 0.00 56 313 12.0 0.73 0.40 0,292 1.90 0.00 1.90 0.0164 0.0200 2.0 0.0830 4.1500 7.73 0.70 3,5120 0.1463 0.1224 10.20 1.18 1.00 1.90 0.00 62 3B 10.0 0.22 0.60 0.132 0.86 0.00 0.86 0.0343 0.0200 2.0 0.0830 4.1500 5.00 0.88 3.5120 0.1463 0.1488 8.11 1.23 1.00 0.86 D.UU 64 3B 6.0 0.06 080 0.048 0.31 0.00 D.31 0.0590 0.0200 2.0 0.0830 4.1500 3.09 0.99 3.5120 01463 0.1649 5.87 102 1 00 0.31 0-00 66 38 10.0 0.35 0.60 Q210 1.37 0.00 1.37 Q-0276 0.0200 2.0) 00830 4.1500 6.20 0.85 3.5120 01463 U_1444 9,40 1.06 100 1.37 0.00 70 STR 38 6.0 0.08 0,70 0 056 0.36 0.00 D.36 0.0443 0.0200 2.0 O.D830 4.1500 3.45 0.92 3.5120 0 1463 0.1546 5.97 1.01 1,00 0.36 0.00 70B 3B 6.0 0.08 0.60 0,040 0.26 0.00 0.26 0,0612 0.0200 2 00 0.0830 4.1500 2.87 0.98 3.5120 0.1463 0.1634 5.52 1.09 1.00 0.26 0.00 74 36 10.0 0.32 0.65 0.208 1.35 0.00 1.35 0.02DD a.D2oo 2.0 0.0830 4.1500 6.56 0.78 3.5120 0,1463 0.1341 8.88 1.13 I.00 1.35 0.00 76 3B 8.0 0.25 0.65 0,163 1.06 0.00 1.06 0.0200 0.G200 2.0 0.0830 4.1500 5.98 0.83 3.5120 0.1463 0.1415 7.76 1.03 1.00 1 1.06 0.00 - for inlets draining to stormwater management facilities, where overland now to raclOUes Is not avaiiaole, luU"/v capture Is requlrea at u.olninr TL 1 0� f) SCOTT R. COLLTNS� No. 35791 ,% Q U CO LfJ E V) Z Or NAL 71 11■ d 101 - I I ♦. �i 0 Z Of LU w Z 0 Z W W Z J J O U 0 _, . c N UJ C O U C Q) .0 rn rn rU 0- x N 0 0 O ,, rT Q -,_, rn c 0 .F- U L V) c O 0 L O 0 C 0 c 1 0 U O ; N rn C O 0 O -` -0 0 E O C -0 j V3 7 U c v n Q1 0 rn + 0 3. Q) m 0 0- 0- >t c 0 O v- a, rn O 0 c 0 s (� tvi l o c O 0 1-4 C s:51 0 O LO C d1 U 7 O a O '' '' j rll L� O C T 0 E F�4 O Bell 0 Z rz w w 0Z 0 Z W 0 Z J O U V 0 >) i CL 0 I EL VI U x N U -C -, W O rn C ru E D U O I- -0 LU -O X o_N V JOB NO. r°n -� Uj O W � SCALE 0 NONE m o SHEET NO. 0- 0 13 rn r STR:34 VDOT STD. DI-313, L=io' TP=748.00 7r.5 [INV OUT: 740.75 TO 32 TH 0�pt; WSCOTT R. COLLINSZ R:32 U No. 35'791 VDOT STD. DI-3B, L=zo' =747.83 V IN: 740.52 TO 34 . �''`SxQNAL 75® V IN: 740.52 TO CULVERT 2 V OUT: 74a.42 TO 3a - ------ - --- - kI \ -- STR:3o - --- - - VDOT STD. DI-313, L=1o' TP=741.75 INV IN: 736.00 TO 32 i 745 INV IN: 734.3.o INV OUT: 730.33 \ TO 64 TO 2$ -- -- --- --- - -- PROPOSED 8" DI WATERLINE CROSSING :3..4, STR:26 PROPOSED GRADE (TYP.) VDOT STD. DI-3B, L=8' TP=727.67 w w 740 INV IN: 721.00 TO 28 STR:28 INV IN: 720.52 TO 62 _ a - --- , L=10' INV T: 720.42 TO 24 VDOT STD. DI-3BOU ® �6'2 5'HD TP=732.25 STR:22 u LF � a'6 °i0 INV IN: 727.oa TO 3o INV OUT: 723.5o TO 26 VDOT STD. DI-3C, L=4' TP=724.00 p �• 3 .6`gt 735 - ^ GRADE (TYP.} INV IN: 716.35 TO 58 - - - INV IN: Ja6.35 TQ 24 -- E2 $"EXISTING 1 HDPE I - 37.5a LF �a o.61R�a I INV OUT: 716.25 TO 2a w v w u w STR:2o ® Q 730 ( VDOT STD. DI-3BTL=6' :24- TP®724 58 _ 4 -�- VDOT STD. MH-1 TP=724.17 INV IN:724.o5TO 54 --_ � ,_, 0 ,®, w Lu w Lu < - 11 - �-PE INV IN: 718.io TO26 IPIV OUT: TO INV IN: 715.25 TO 22 STR:9.622 LF� z - J27.75 22®-3 ®- INV OUT: 713.95 TO 3.6 VDOT STD. MH-i STR:14 TP=722.00 Lu ui 574� I \ VDOT STD. DI-3B, L=6' i�up Eli 725 - -- - INV IN: 712.67 TO 50 TP= 1 6 -INV IN: 712.75 TO 20 7 5 7 INV IN: 7og.5o TO i6 - ---- - I INV OUT: 710.83 TQ i4 I INV IN: 7o8.So TO 18 HGL (TYP.) I INV OUT: 703.75 TO 12 72® I PE o LF I - STR:12- XISTING GRADE (TYP.) -- - - - - -- STR:6 - �` - - TS"I - I VDOT STD. DI-3B, L=zo' VDOT STD. DI-3B, L=8' xo Re 7-30LF@ TP=708.42 TP=7o6.08 2.260 0 ~ INV IN: 702.25 TO i4 STR:8 INV IN: 696.io TO 8 INV IN: 701.5o TO 12B VDOT STD. DI-3C, L=io' INV IN: 699.00 TO 48 7� 5 INV OUT: 699.00 TO io TP=705.08 INV OUT: 696.00 TO 4 Lu o, m m - INV IN: 6g6.68 TO i0- ¢ � - INV OUT: 696.58 TO 6 STR:4 =� 0 15" HDPE I VDOT STD. MH-3. '-i 61.21 LF 2.29% 24" HOpE 88.42 LF I STR:so TP=7o6.6J @ $.36% 4 I VDOT STD. DI-3C, L=zo INV IN: 6gg.77 TO 6 INV IN: 6 o TO 8 99.5 3 STR:2 720 _ --- ------ ----- -- 18" HDPE - 2,�If HDPE - TP=7o5.08_ - INV IN: 697.42 TO 12 INV OUT: 695.67 TO 2 - VDOT STD. MH-1 TP=Joz.00 Lu - -- r 4g.g2 LF � �a 2.00% 88,59 LF x.so� I \ ` INV OUT: 696.83 TO 8 INV IN: 694.5o TO 4 I INV OUT: 689.00 TO 1B I � 7®5 PROPOSED RIPRAP DITCH, � - - IMMEDIATELY DOWNSTREAM- " PROPOSED 8" DI FROM EW-i, TO EXTEND TO C3) WATERLINE CROSSING STREAM. SEE VSMP PLAN N 24„ HDPE ` FOR DETAILS. sot, 88 LF @ 1.46 I PROPOSED STR:al3 � 7Q0 - --r-- I GRADE (TYP.) VDOT STD. MH-i �' s - - °�-- - TP=694.50 INVIN:688.5aTQ2 - - - ® - ' - INV OUT: 688.4o TOw CF) 6�5 i2 24�°HDPE S.67 LF @ 1.206 30" HDPE -- -� -� _`. v` 36" HDPE ° I 48.6g LF � o.5g rb C� N w - - - --- - - --- _ - -87.8g - i.2' 30" HDP E 30" HDPE LF [� 0.:5� PROPOSED I _` - VDOT 27.97 LF Qa 0-54% 3o" HDPE xo7.i2 LF @ a.0.9% STD. EW-i uj 29.85 LF @ 0.77% PROPOSED SANITARY 36" HDPE r m SEWER CROSSING 40.45 LF 1.24% HGL (TYP. y7 Lu 685 r INV. OUT=688.i1 r - �m rl rq" l O® CT, rl ice. M 0 r" Leg D1 CPS to E D to i";. M (4 w 0 � � �'; M ri D 0) m !JS LiS 0 'wj ® N M Ln � ('^o 0 r+) � !V a � P. 0 w 4B h;. 0 Go O l"l rl � r! � 0) 't lD ri N Ln lD o°a rri � i � rri � o 0 r, LLn co �➢ � j} � C5'+, Q tk0 O Cal Q � C� A OC! � �4 A r*l N � " N 14 t:i9 ri l6 N 06 A P� LO' 3 .6 l a) Ln Lh rl r�l '`t � l0 0 M r' l M rl Lai 00 M M 4D N rI Ln rl N iri It 0 m It ii N °� �.,f's N el N t�9 N N d w N N 00 �.;1- r'$ M o6 rl 6 9°'� 0 I'e 6 0 k6 CO W r^ a) lD 00 6D CD LD 1-� .t P. �" rr} 0 N (y Lij �' Ln �t Ln It � .,t af' *�" rt M 14, m M r'r`3 N N M M rr} ri rl rl 0 r" 0 I®.. W 0 r-� uY O M r`l tD a (2) fo. %D 0 Di rl 4D 0 0) h. 40 V ^ a) t Ci CD Ln J 0+25 0+50 1+00 1+50 2+00 2+50 3+00 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 3..5' OF SEPARATION BETWEEN W/L SANITARY SEWER MUST BE PROVIDED. 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2zA OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. 7+00 7+50 8+00 8+50 9+00 VTR-34 - OUT NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 20o8 ROAD AND BRIDGE STANDARDS. 9+50 10+00 10+50 11+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 25+50 e z LL z z U z C U 0 v 1,) 0 U v In In v L x x v s 0 s 07 0 D U) 0 U L 0 1 a 0 0 U 0 v E 0 c U 0 .N Q 3. v 0 T 6 0 v 41 0 g U) 0 v 0 3 0 u D O C U_ O7 O U x v �v s l0 0 U) v E O w Lu � v JOB NO. 1821,54 SCALE 0 V:1' 5° � H: 3."= o' c SHEET NO. v :L6 v F- 720 TP=710.25 INV IN: 701.93 TO 42 INV OUT: 701.83 TO 38 { STR:38 ! VDOT STD. DI-36, L=6' 715 TP=709.67 INV IN: 702.25 TO 46 STR:4 INV IN: 701.43 TO 40 VDOT STD. MH-1 INV OUT: 701.33 TO 4 TP=7o6.67 ! 71® INV IN: 695.77TO 6 INV IN: 699.50 TO 3$ T_ - INV OUT: 695.67TO 2 PROPOSED 8" DI 705 WATERLINE CROSSING I I ! GL (TYP.) j 4 PROPOSED GRADE (TYP.) 700 I -~ 15" HDPEI j 148.a0 L F (ia 1.24°!o 3.8' 15" HDPE I 39.61 LF C 1.o1% 695 i PROPOSED SANITARY SEWER CROSSING STR:42 VDOT STD. DI-36, L=io' TP=712.50 INV IN: 705.5o TO 44 INV OUT: 702.5o TO 40 I STR:44 VDOT STD. DI-36, L=6' TP=712.33 INV OUT: 705.83 TO 42 VDOT' INV I INV I INV OL / PROPOSED SANITARY SEWER CROSSING PROPOSED 6" DI WATERLINE CROSSING 11.z' f - 705 FIE 15" HDPE 28.68 LF Qa 2.15% 7LHPE 700 51.29 LF @a 1.11% I NG GRADE (TYP.) r h sty dry %D OD co I,, h Gq cq r! I `9 i- lq- pry L9 co 00 0) cis 0 0 T4 ri N ry 0+00 0+50 1+00 1+50 2+00 STR-44 - STR-4 730 EXISTING GRADE (TYP. 725 STR:14 VDOT STD. DI-36, L=6' 1p IT) M 0 n n 2+50 2+75 TP=715.67 STR:18 INV IN: 709.5o TO 16 VDOT STD. DI-36, L=14' INV IN: 708.50 TO 18 - TP=73.5.75 INV OUT: 703.75 T012 INV OUT: 708.75 TO 14 PROI WATERLINE 715 a 7L5 'OSED 8" DI CROSSING PROPOSED GRA TLO7L0 L13' HGL (TYP.) 705 705 15" HDPE 27.66 LF a@ o.go% 700 700 q, n. L, Ln NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON THIS SHEET FOR HDPE PIPE BEDDING INFORMATION. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2iB, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. ?E (TYP.) 695 STR:6o VDOT STD. DI-3C, L=12' 735 TP=736.oa INV OUT: 731.75 TO 58 EXISTING GRADE (TYP. 735 44 735 PROPOSED GRADE (TYP.) 1 STR: 22 _---- ;TD. DI-3C, L=4' TP=724.00 STR:58 730 N: 716.35 TO 58 VDOT STD. DI-3C, L=6' N: 716.35 TO 24 TP=724.00 T: 716.25 TO 20 INV IN: 719.75 TO 6o INV OUT: 716.58 TO 22 725 (0- 0 725 y'►�'` HGL (TYP.} 720 - 1.0 ® -®®- - ®---- 720 14 7`11 PROPOSED 6" PVC SANITARY �) SEWER ER SERVICE LATERAL CROSSING PROPOSED 8" DI 725 WATERLINE CROSSING 715 18" HDPE 34.88 LF Qa o.66% 710 710 tD 0 +Dy Go ti � IN 0+00 0+50 1+00 1+50 STR-6® - STR-22 STR.26 VDOT STD. DI-3B, L=8' TP=727.67 INV IN: 721.00 TO 28 INV IN: 720.52 TO 62 INV OUT: 720.42 TO 24 735 730 725 1 725 HGL (TYP.) 14 PROPO' WATER 720 720 15" HDPE 36.13 LF @a o.64% 715 1715 N XISTING GRADE (TYP.) 735 ROPOSED GRADE (TYP.) STR:62 VDOT STD. DI-3B, L=1o' - TP=728.00 INV OUT: 720.75 TO 26 _r s NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 20o8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE EXISTING GRADE (TYP ri ®�°n c0-7 = ®U� 2 � �a ri 0 0 N N h 725 to � ® I �~ ri fi�0 -0 ��»> ,) > II z- 720 2+00 2+25 7'4� �STR:54 VDOT STD. DI-36, L=8' STR:72 VD T VDOT STD. DI-36, L=1o' TP=725.17 VDOT STD. MH-1 INV IN: 714.7o TO 72 TP=727.42 �TP=721.92 INV IN: 73.7.4o TO 76 730 INV IN: 717.75 TO 56 INV OUT: 714.6o TO 20 - INV IN: 716.15 TO 74 INV OUT: 7i6.o5 TO 54- - INV OUT: 73.7.3o TO 72 - - - STR:76 VDOT STD. DI TP=72183 INV OUT: 717.! 725 725 _ PROPOSED GRADE (TYP. - -- I I I, j T - 720 EXISTING GRADE (TYP.) ( 720 HGL (TYP. ®® - - - - - - - - - - - -- 7 5 715 - ®-- -®----� - _ -- r--� ®�- - HDPE - 227.�4 LF @ o.51% - 715 15 HDPE 15" HDPE 266.32 LF @ 0.51% { PROPOSED 8" DI 35.11 LF @ o.5a I WATERLINE CROSSING 710 1 1 1 710 N N Qt cq N tD m OR a) w N Cq 0 Ln C> Tj 0 q pry T N 0 I CLn 0 � Um 0 t5 kn idi Dy N N CD 00 N N h CO N N CD M N N co n N N h eU N N LD . t N Ln rl It N N {n N N n h n h n n n h h n n h n h h n n n n ri_ e `Ln Ln - 00 O m ®� m OF - CID ® N A \ 00 M �" Ln��° `nz�I—�Z00 h -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STR-76 - STR-54 STR:68 VDOT STD. DI-3C, L=4' TP=719.58 INV IN: 714.18TO70 INV IN: 714.18 TO 66 INV OUT: 714.o8 TO 52 _ J 725 STR:66 VDOT STD. DI-3C, L=6' % TP=719.58 INV OUT: 715.00 TO 68 720 POSED GRADE (TYP.)-1 I I 15"HDPE GL {TYP.} 54.85 LF r7a 0.57% 00010 715 - - 73-5 - - - - - 15" HDPE 15 "HDPE 15" HDPE 67.29 LF @ 0.59% 27.67 LF 2.g6% $4.70 LF � 0.59°/b 710 720 200 N N N N N N N ri N N 0+00 0+50 1+00 2+50 2+00 _ STR-66 STR-16 STR:6 VDOT STD. DI-3B, L=8 710 TP=7o6.o8 5TR:48 INV IN: 696.10 TO 8 INV IN: 699.00 TO 48 VDOT STD. DI-36, L=8' INV OUT: 696.00 TO 4 TP=7o6.o8 INV OUT: 699.25 TO 6 705 I H705 PROPOSED 8" DI PROPOSED GRADE 700 (TYP.) 1.1' WATERLINE CROSSING 700 GL (TYP.) EXISTING GRADE (TYP.) 15" HDPE 34.76 LF @ 0.72% l6gs 1 695 STR:7o VDOT STD. DI-3B, L=6' TP=721.75 INV IN: 716.6o TO 7oB J � INV OUT: 716.5o TO 68 -' `� rn 0 0 J �D 0 u F- 00 ® n n m � N 1 -0+25 0+00 0+50 1+00 1+50 2+50 STR-70B - STR-68 EXISTING GRADE (TYP.) 715 715 VDOT S INV I INV I INV OU f - �. STR:12 N: TD. DI-3B, L=1o' STR:126 TP=7o8.42 VDOT STD. DI N: 702.25 TO 14 TP=708.75 701.5o TO 126 INV OUT: 701.; T: 699.00 T010 - -PROPOSED GRAI 705 1 705 POSED 8" DI E CROSSING 1.1' 700 700 - HGL (TYP.) 15" HDPE 28.56 LF t�ia o.88% 695 695 c H o� n r r• 3B, L=1o' VDOT S 5TO12 INVI 1 NV I )E (TYP.) 750 4+50 5+00 5+50 STR:54 VDOT STD. DI-3B, L=8' 735 TP=725.17 INV IN:714.7oTO72 EXISTING GRADE (TYP. V INV I INV I INV O EXISTING GRADE (TYP.) 750 STR:30 STR:64 TD. DI-3B, L=1o' VDOT STD. TP=741-75 TP=741.83 N: 736.00 TO 32 INV OUT: 73 N: 734.10 TO 64 745 }T.' 730.33 TO 28 740 740 SED GRADE (TYP-) PROPO', WATERI 1.4' 735 735 15" HDPE HG{L (TYP.)( 34.95 LF @ 1.63% 730 I 1730 0) kD Ln h ri n • •r =0 I DOT UT. INV IN:717.75TO56 INV OUT: 714.6o TO 2 STR:20 { STD. MH-1 ___STR:56 TP=724.17 f --VDOT ST N: 714.o5 TO 54 1=725.17 N: 715.25 TO 22 INV OUT: 713.95 TO 16 725 725 PROP POSED GRADE (TYP.) WATT 720 - 720 HGL (TYP.) - 715 - �- I 715 - 15" HDPE 34.87 LF Qa 0.72� 18" HDPE 710 55.99 LF @o.98% 710 J n 0 � m N rl N h n n 0+00 0+50 1+00 5TR-56 - 5TR-2® A 0 D. DI-3B, L=12' 718.00 TO 54 OSED 8" DI RLINE CROSSING 6 STR:46 DI-36, L=6" 720 VDOT STD. DI-36, L=1o' 720 TP=713.17 4.67 TO 30 INV OUT: 7o6.00 TO 38 STR:38T_ I VDOT STD. DI-3B, L=6' { TP=709.67 715 j INV IN: 7o2.25TO46 715 INV IN: 701.43 TO 40 j INV OUT: 701.33 TO 4 { ,ED 8" DI ! i INE CROSSING 710 710 PROPOSED GRADE (TYP.) 705 705 15" HDPE 98.39 LF @ 3.81% HGL (TYP.) 700 EXISTING GRADE (TYP.} 700 rl T `•-T -t VA Ti N Of 0 0 0 0 n n h h 0+00 0+50 1+00 1+25 STR 46-STR 38 TH O � SCOTT R. COLLINS'Z No. 35791 ,?� -2 ,WATERTIGHT FRAME \ / \ � ^ / ` ` �m �mw� ' ' ' & LID REQUIRED�' / / / \ � / . ' ��n \ / . PVC .. .~^ '. ^|/ //u PLAZA mwu`/un ' �^SUJ/E //°"8" DI OUT i ~^ -- KES[0N YH 20190' J�77 �~ - 0<1 WATERTIGHT F' / \ -- `` B�5T|�Guod ^' ~�^ ��L|��EOU|RED ~'-^ " \ , ' EX|ST|N��FEyNA ` --RAME - / ~_ ' STREAM '~ v,� :Loo'YR FLOODPLAIN a `� op SCOTT R. COLLINS;?, No. 35791 - PROPOSED 2o'UTILITY EASEMENT (TYP.) Z WATERTIGHT FRAME A i` \& LID REQUIRED Q �� CO � ~ � u� u PROPOSED zm' UT|L)TY 1-41\ / ' a / ^ / / Ar \ / ^� / - -_ -_ - /x-/m/uEX/S//muwAxH| ` ' - +100,nrLwwu,L°..~ -- o RT|GHTFRAM,| / f& LID REQUIRED \ ��— �- 7�� �R �i� 0 / ( //' / --7���- -~h�n -] --_` /wx uv /u VU� REALTY ��ATN��� ` LL� vu� /`�n�/ / PARTNERS /pu`��P 1��1 �V0� �T SUITE �OO .��. ,`,°., �.. �"..� �"" \ '\ �� `` rA��|�lTT��V1|| � \�\ 9Y0O9 `- pROPOSE[}STORP�SEV�ER / ` \ � �|� 5��M r� ' '�/ \ ~` �'^^`�~ '��`'��� ~'` ^�~~� SEEVSK4P--'�-' --��'-- \ \ | �� / ~~.` D.B.L��R ' (� ��� `` 'L*mYwru-zo�9-3�~ / �` �� nw "' � ' \ | ~~ y / / / -~ ,�."""` P"^ �"� ~~ FOR DESIGN INFORMATION \ - ' 8� |�k 78' -`` �� EXISTING �oo �T�yJC� ^\ \ \ 0 \ `\ \\ ~~ / c�oo N1 \ . ^ \ `~ '� / / / ' ��T��pl�T� �('�\\T7 �U��� \ ++ \ �� EXISTING -- ' GRAPHIC `'°"^^+� STREAM\\ Q~ '\ ` \ \ \ \ \ \ J` // ` \ ' `\ \ �� \ \ \ \ \ \\ \ \ \ \ \ �\ /y \ \ \ \ \ \ \ +�\ \ \ �~�**�~_\ IN FEET _� ` �� 5O Ygoo >� 1 inch ~ t `` � \EXISI � NGPROPERTYL|NE(TYPj | ' ~/ �h »� / '---_ » / / ��~~ / , �� . \ / ��- `\� �� �� -- -- -- -- / ^^ / ` �� [ / � 1O `�� 11YlO / 1�7 � \ / \ . ( -~ � . \. / u .m,,, `�/. `�v ..- . . �" \ \ / \� \ � �� `` '- x� \-\ ` \ \ ` - __~ \ -- NESTOR .< '' ' - �.�. ��l7, pG. j348, ^``` ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5'OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SANITARY SEWER MUST BE PROVIDED. °p^,,uF-0` MH-O STA:8+48-35 R|M:7o7-mo 710 HORIZONTAL GRAPPIC SCA�E MH-3 INV OUT. 685-37 TO MFI-4 C EXISTING EXISTING .6' CROSSING & LID REQUIRED '-,,__NOTE: 8" CL 5o DIP SHALL HAVE WATERTIGHT FRAME 8'11 CL So DIP I CONCRETE ENCASEMENT WATERTIGHT FRAME & LID REQUIRED :Lo5.:Lg LF @ 0-30% 675 TIE-IN TO EXISTING RWSA & LID REQUIRED 1 675 SANITARY SEWER MANHOLE 1 ca z w w z QD z w z J J Q U y- O W C O U C N U L Q x N U s 41 a O s a7 Y a U) c 0 U U, C O U L O C D C O U O L N C O U a a U E O .F, 7 9 N 7 U C i Q7 } 05 O N -s-� CF t 3 tIS N O Q L 7 T C O L O v- T3 N 7 O 41 O C R s c a L a ca. L O m 0 s 3 c L) c.t a O L Q 41 0 c T a c a c.s z w w z z w V) z J O co 4-- O T L U O_ O L O .N U x tU U -sue tU L N C U U O 4� cn a, O O a C a C O CL W O s F V It\lo 1 fCGGa rrEVY1VGLJ/1WJ/"id.C1V 1 V rtlfCf\IIVU arrrs,�a: O 1rc vLlG1JIfCP%I6s1X /-'w O/c9 NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP PARKING AND CIRCULATION AREA = 1,aao SF SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A W REQUIRED LANDSCAPING (5% OF PARKING AND CIRCULATION AREA) = 6o6 SF RATE OF 6o LBS. PER ACR, OR � LB PER �,000 SF. Z PROVIDED LANDSCAPING = 2,755 SF Ld PHASE I( Q a o Cuunh° afAjbensarle Conservalion Plan Checklisl— To he placed on Landscape flans (Handbook, pp ffl-284-1"11 297 for complete speciticatimns) 1. The rollowins items shall be shown an the nlan: ZI 'I rem to be saved, ZI Linnts ofeteanng (outs id; dnplin, of trees to b, saved); ZI bucalionan't type rnnciug, Glade clla"Ps requiring tree wells or walls; plopo;ed ueliclihir or rurrue.LLit beyond tit, Lnuts of clealLag,. 2. Marlcines: ® ill trees tub, saved shall be ma kcd Leith print of ribbon at alicight cically vLibic to equipment operators. P"lo raduin s11311 Ukmgui tu111 the nee milking, has beFn inspected raid approved by a County inspector. S. Pre-Comstruction [70111'0-ence: ZI Trcc presclvati in slid protection mcalucs shall be rcviewcd with du; contractor on situ. 4. Equipment Operation and Storage: t ® lleavy equipirmA; velucuhu Ir,itlic died stonige Of comAniclion nldleliaL: incdudili" soil shill nut bo ponrulled wiLim lho driplirlei of bees (J) to b, saved. S. ®foil Erosion and .s ormwater Detention Devices: .uch deeitxs ;;hu11 nut advensely allecL trees ls? be sue ed. 6. Fires: U Fires are not permitted within Wo feet of the clripline of trees to be saved. 7. Twiv'Nlakrials: \\\ ®'l'oic nuttari-als shall not be stored vtithin 1110 feet of the driplin of trues. tc be sKtived. ;Y. Pr otecthe Fencing: ® 'Free-, to be retained within :10 teet of' proposed building or _grtdilig activity shall be protected by fenamG. Fencing shall be in place cued 11<ill be in;pooted and approved by a Counly Inspeotorpnor to grading or construction. 9. Tree Wells: El FAgwn the giupnd levcl Lnuat be raiacd witbilr 1Lo diipline of a tree to be saved. a tree well sliall be provided aid a conatLucdoii detail Submitted for slpprovgil. 10, Tree Walls: when the yound level must be lowered within die. clripline a tree to be saved, a tree wall shall be provided; and a coirtruction detail submitted f 6r approval. 11. 'Irencbingand'1'unneling: El IMIC11 trenching is rcquiil;d withiii tlic limits of cicadgP, it shall cc done as far av,z y frcni the tLunh.3 of trees as possiblc. Tumicling qudcr a hirgotrec shall be considered as an alterriative when it is anticipated [liar necc3sary tronchinp; will destroy fecdor n ts. 12. Cleanup: El prone " ive lei3OL11g shall be the lastitenis reniorad dumig, the final cleanup. 13. I}ama2 'f "es: I,iilagcd Lr,G� 311a11 be tltiated ll11121edi 3CClY by pllllllliP�., fCllllLatlOn JL �f11C1" tnethOd:s 1'GGOnllllC11i1G:11)�' a CLC�C SpGClall:it. NOTL: `1S'CLIE DEVELOft WS la S PO-NS 1131 LITY '10 C0NIT: R W 1'1'111'liE C0N1'RAC'l0RON UAL,E C0-NSERVA'1'l0A RE, Q L1 I RE MEN IS. 4/24/29 01VNE �SIGNUITUIRX (DATE) CONTPACT PURCH:A-SER SIGN VFURE 511106 Pagel off VUE REALTY PARTNERS LLC TMP 05600-00-00-11500 21.854 ac. DR 4856, PG 582 ©o a Q ®O TOTAL ACREAGE OF SITE. 9.18AC ® 00 TOTAL OP EN SPACE AN D RECREATIONAL ACREAGE: 3.56 AC [ TOTALCIRCULATEDACREAGE REQUIRING CANOPY: 5.62AC (9.18- 3,56=5.62) PHASE I REQUIRED ECANOPY: 48,961 SF (.20 * 5.62 AC * 1 AC/43,560 SF) TOTAL DESIGNED CANOPY: 43,890 SF CONOPY BONUS (PRESERVED CANOPY): 6,150SF p 0 TOTAL CANOPY COVEREAGE: 49,180 + 6,150 = 55,330 SF a °01-1 f' NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A GRAPHIC SCALE RATE OF 6o LES. PER ACR OR 2 LB PER � 000 SF. v� } 30 1 0 15 30 60 120 NIN G 1 irl h FEET 30�ft. H 0 } SCOTT R. COLLINS;?, No. 35791 ,tONAL E w z z w In z 0 U 0 c qr 0 U Z z aUi LU LU v ® U U) 0 0 x a qs ® ¢ o6 o-6 z 0 :D M W Vl c Of ce ® < "� a U) z t-w LU LU ti Q —j O re ry Abd 6U LU Y CL lam, n C1 0 O LU LU U 1) V) O C 0 C "f3 B L✓ O U s_ c O U O LU 0) E Lfl OD + O --------------- �t Project Pleasant Green Plan Sheet No. Designer AML, PE Sheet 1 of 1 Culvert Rev. Date Date 8112119 AHW Controls STATION: HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHW depth elev. Slrucbires elev. tecl. TWelev. Culveri#1: DA=4.53 ac., Cw=0.40, Tc=15.0 min., 2-year Q=6.34 ds, 10-yearQ=8.70 _ ct, 25-year Q=10.51 ct Shoulder elev. 756.7 = Ct elev. 756.5 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover Q 2 = 6.34 CFS Detours Available Length 0 10 = 8.70 CFS Overtopping Stage Q 25 = 10.51 CFS Flood Plain Management Inv. El. 754.33 So= 0.73% Inv. El. 754.00 Q = CFS Criteria and Significant Irr{ract Orig. Gr. Elev. L= 45.37 Orig. Or. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q QIB HW. VELOCITY Treat COMMENTS HWID HW Ke do (dc,D)12 h€� H LSD HW C.M. Sffwlh ELEV. Proposed 18" HDPE Culvert(2 yr) 6.34 6.34 1.0 1.5 0.5 0.8 1.15 1.15 0.4 0.3 1.2 1.5 5,87 VDOTSTD. EC-1 Class Al Outlet Pro�Con Proposed 18" HDPE Culvert(10 yr) 8.70 8.70 1.2 1.8 0.5 1.1 1.30 1.30 0.6 0.3 1.6 1.8 6.22 Proposed 18" HDPE Culvert(25 yr) 10.51 '10.51 1.4 2.1 0.5 1.3 1.40 T_ 1.40 1 0.3 2.1 2.1 6.28 Project Pleasant Green Plan Sheet No. Designer Ah1L, PE Sheet 1 of 1 Culvert #2 Rev. Date Date- 1014119 AHW Controls STATION: HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Culvert#2: DA=2.27 ac., Cw=0.30, Tc=14.0 min., 2-year Q=2.45 efs, 10-yearQ=3.34 = cfs, 25-year Q=4,09 Cf5 Shoulder = elev. 748.25 ( _ CL elev. 749 ° DISCHARGES USED RISK ASSESSMENT I ADT Skew Cover Q 2 = 2.45 CFS Detours Available Length Q 10 = 3.34 CFS Overtopping Stage Q 25 = 4.09 CPS Flood Plain Management Inv. El. 747 So= 13.22% Inv. El. 740.52 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 49 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q fl113 HW. VELOCITY Treat COMMENTS HWID HW Ke do (dc+D)12 ho H LSo HW C.M. Smooth ELEV. Proposed 15' HDPE Culvert (2 yr) 2.45 2.45 0.7 0.9 0.5 0.5 0.88 0.88 0.1 6.5 -5.5 0.9 13.16 Proposed 15" HDPE Culvert(10 yr) 3.34 3.34 0.8 1.0 0.5 0.6 0.93 0.93 0.2 6.5 -5.4 1.0 14.40 Proposed 15" HDPE Culvert (25 yr) 4.09 4.09 0.9 1 1.1 0.5 DO70.98 1 0.98 1 1.1 15,29 k ram` } SCOTT R. COLLINS;?, No. 35791 ,� c� Z�"QNAL �� w Ld CULVERT 2 ':, f - l� °t .,'...;� 1 .o, •r 0 rcz 06 py 06 I - ...... ,raCo U ® O - CAS �q E ...... to / _ ,. .. fx..'. / w w -/ IR0� . J = 1 Y. o ,0c� j r . tx Q Q , l LIJ LU {lI z 22 4 d Y r. AL'd LU LU vDOT STD. ES - PROPOSED LOCATION OF REMOVABLE BOLLARDS �- .:... � � - � � ROPOSED V1.-- '� ,, M'` LU Ui AND KNOX BOX FOR EMERGENCY ACCESS / / to f3 I % PROPOSED PAVED EMERGENCY ACCESS ROAD - 0� 6 SEE PAVEMENT DESIGN ON THI SHEET PROPOSED VDOT STD. ES-:L'®' ... s.' /j 0 00 ° o _ \ STEEL PLATE WELDED r� To Pair & GROUND SMOOTH l 2-1/2- DIA. GALVANIZED 75 kQ®: ' . STEEL POST. FAINTED WITH � r / f 2 GHAT OF PRIMER ` 3 6� l p l f PROPOSED VDOT STD. PE-7 ENTRANCE ' 1 AND INSIGNIA Yr LLOW - li ? LU o ROPOSED VDOT STD. ES - / w a, � � i / 3/4' DIA. STEEL PIN W/ HEAD f _ r T- L/OO /&" Dla. HOLE: FOR `� _ __------- �� j t '' ; 4, '' si r E -- _ CULVERT f LOGIC _, -� -- a I WISH SU�FAGE t r ` - r Jr r rr `t v i PROPOSED VDOT STD. CL. A1, EC-1 STONE (W1=4.5', W2=11.5', L=1o'A D=2' _ GU 3- DIA- GALVAMZEC1 STEEL PIPE SLEEVE r u GRAPHIC SCALE f (FAINT ABOVE GROUND 0+00 t PORTION SAME A5 POST] cV ACCESS ACCESS v- a) 3 \ ` EASEMENT EASEMENT > 0 15 30 f 60 / 120 v. 30+50 -- _ _ r f r I� - r ! CONCRETE F'OOTiNG e' ¢' l0' 10' 4' s' � GRASS iRA4FLWAY TRAVFl.>aAY Q 3/2G" STEEL PLATE WELDED = II-= Ex1sT. GROUND t r lot►t rt cri 4r• IN FEET } / TO SLEEVE 12" ° P/�® p' 1/4" �� t�,�H t, t" co 1 inch = 30 ft. f -/ c°a NOTE: DRILL A 13r1G" DfA. HOLE THRU � � CY) BOTH THE POST AND SLEEVE FOR � PIN PLACEMENT_ LLJ SM ,Cr ARLOTTESVILLE, �L/C REMOVABLE STEEL E/P4/' E1lISF. «LUND 0 I� TAP 056413901 Q00 f 02500 �' DOLLARD DETAIL Ott' ACCESS EASE1,IQdT N , TYPICAL SSTRrAT SArTIOAr (F��RFN Y Ai5rFSS ROAD) (N DB 5127, PG/677 s / NO SCALE PVI STA: 2 +1 00 - PE-1 TO BE DETERMWD BY THE EDi6nNG CONDITIONS AT THE TIME OF CONSTRUCTION TYPE I- CRUSHER RUN AGGREGATE + TYPE I- CONCRETE TYPE N- ASPHALT TYPE IV - ASPHALT COMMERCIAL I I (y �I F_ I I L,, "SURFACE I$�I -3 I LU 4 rL 0 RAD€ C SEE "` ®L't++ MOTE 3 $ 144 0 PIKE CULVERTS IF I�CE�.aFAY e $; q. ITCH < st�uL�t !� 02' I I 02, _I M61P1 ROADWAY PAVEMENT PE NOTES, 1. ALL ENTRANL� GRADES SMALL START BACK OF THE SHOULDER LINE- IF DRAINAGE IS NECESSARY, THE DITCH MAY BE MOVED FIAEx TO PROVIDE AT LEAST 9" OF COVER OVER PIPE, AS SWWN IN THE ALTERNATE METHODS FOR PLACING PIPE LINDER ENTR44CES DIAGRAM. 2, ENTRANCE GRADES � TO BE SMOOTHLY TED INTO THE ROADWAY BY ROUNDING AS NE�CESaAARY. 3. 12' CR E)GSTING WIDTH WHINER IS GREATER. 4. UENCTHS OF CULVERTS SHOWN ON ROAD PLANS FOR EN S ARE APPROXIMATE SHALL BE AMSTED TO OBTAIN ABOVE ROADWAY WI)Tr15. 5- ENTRANCES IN FILL TO BE SAME AS ABOVE. EXCEPT LOCATION Of MLVERT (WHEN NECE SARY)_ RE RM STANDARD PRIVATE ENTRANCES ROAD I E STAND REVISION DATE SHEET 1 OF 1 512 $02.92 VIRGIHIA C�ARTIENT OF TRANSPORTATION VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 5 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE PROPOSED VDOT STD. ES-1 3 5• 76O w/ RIPRAP OUTFALL 76O PVI ELEV: 748.74 in K: 27.41 PVI STA: 27+50.00 L INV. OUT=754.o CULVERT 2 LVC: 80.00 PVI STA: 26+25.00 PVI ELEV: 757.86 J 6 NOTE: 8"MIN. COVER _ 755 - r PROPOSED GRADE (TYP.) 18" HDPE 750 45.37 LF L7a 0.73% r t II ? ri J_ Ln CA Lr) Ln kn Ln i"o ram.. r" 2.4 -j 755 EXISTING GRADE (TYP.) I INV. IN=754-33 ROPOSED VDOT STD. ES-1 1 1750 1 0+00 0+50 1+00 CULVERT #1. 755 EXISTING GRADE (TYP.,- PROPOSE, GRADE P.)-\ 75® PROPOSED VDOT STD. ES-3. w/ RIPRAP OUTFALL INV. IN=747.00 745 20 .tt� UD 740 � r U 0 `L5 5U 1UU Gc. ( IN FEET ) 1 inch = 50 ft. U Lf'9I C"� Ln Lft 1 P" 1+50 1+75 ri ti Ln n 06 � w CULVERT #z 755 STR:32 VDOT STD. DI-3B, L=1o' TP=747.83 INV IN: 740.52 TO 34 INV IN: 740.52 TO CULVERT 2 INV OUT: 740.42 TO 30 745 wo a � a �, PVI ELEV:756.61 K: 8.33 765 ° Lrt "' tXi a In "' a K:94.31 LVC:25.00 765 � '® HIGHP, 41' 7945.83 P I STA: 22+25. 6i U t- U a 00 0� HIG l 7 8 VI ELEV: 747 8 u m LU PVI STA: 2 "95.00 R Ln n^ I" Lij PVI ELEV: Ln r. �+ fv w 76O LVC: a.00.00 LVC6..00 wLU V LU > ca > °a uJ Ln w � � N 6!J w + Ln + CO L!J Oq a Ln + a NEXISTING + ��, GRADE (TYP.) r I 2.00°/G PROPOSED GRp U rifq (4 LU Nrn of N li 755 ®�, �, LU w �' - --� 755 C) ❑ w 2,o f - _ y V) I/) LU � (/] � y `- sn Ln 750 - - I w l 7 Q wU �~ d -' I J V 745 745 LU ® N 00 740 I Lb I- 740 ri In Lit 0) 0'3' Q7 I" N In 0 *- ® (,Ci 1`+. 'i ri 0") ri 1P a f"i CID q rl ri B GS} It h>. CD Qq r® Lnw ® f�i � ® f� [Yt P"� aq L!'} EC) f'i fr) q f'/'� � tS3 M t$i 4� ri � a-i EPt k6 A �' L8t c6 f°;7 e'i- (f1 00 M� 14- In N In Ln ri f"�t LPI LnEft M M Ln -- •t In to Ln 4P�A"- Ul I&I kD , Ln !<t'9 w %-, Ln In r"v co Ln LrJ r-. �.,� LnLrl ct7 In Lf) I"+, Lh 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo EMERGENCY ACCESS NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 23.13, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. 26+50 27+00 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF :L' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND a..5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 27+50 28+oo 28+5o 29+00 DE (_ ALL ROADWAY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION +w i _ NO PA RKING NO PARKING SIGN (TYP)—\ SIGN (TYP) T H y t�: 0 7 _ . .. - 3 1 1.. ;x 1 11 I > :, � 7 .. :: , 4. 3 � 1 i _ .d �: 1 J J :s y .. � .: :. •; 3 .,. .,. , 1 ., .h k : .. ,; Y ., .,, z - a . ' f •.. _ �- >t 3s y , , •,:. r .w .:, -d :, .. � � „ ., .. x ;� a MPb SPEED ;F r� STOP -- `— no / NO PARKING Scl - d .. , _IGN TYP ,- , r PHASE 11 •6 t ■ ` D LIMITS _. ON -STREET _ _ molsommmall NO NOTE: NO ON -STREET PARKING LINES ARE PLAN SHEET ONLYI THEY ARE NOT TO BF PAINTED ONTO ASPHALT. , NO PARKING - `- SIG + N P I . �n. „• .. :-:::. .'. ;r' � ' ' .'.'. ,: •. ,, ..'.' ', ' ' .'.' �. �� .,e :. �. - .._ :�.. '�' :::•:.. is ... ... .. ��. ��.' ��.' .: .! :'.' a. t,� v SIG YP. N t �,: Cr ) TYP N S G '�,'• • X v 1 z �4 s _ �v 1 ti PARKING . NO SIGN iY P} . STREET �:':�:'� _, NO P�i�KG' IN _ , ti SIGN (TYP )..:: STYPN SIGN ( ) 5 r , ti ±� a PEED I S S G :.;,. NO PARKIN ( } t. �S MPH SPEED .- J I N P :' :::.:::•;', ::.'/� f .' °® © >.. �a GRAPHIC SCALE 000 a 4 p TYPE 2 OBJECT MARKER (TYP © ( IN FEET ) 1 inch = 40 ft. 4� III .. �•}'k'�'� 'fFE:d r'"' k F �' I' f { kt ✓ ^ , �•,:t+^'v, +� ,•�T wt J t .U� S e ,. des '+ •"+i k i i�'ea 2 S i---A SCOTT R. COLLINS;?, ' No. 35791 `.1, y~ I01VAL 7 RE I Cn 1— Z W u O cid u uJ w u7 LU ce I Lt ca z W W z U z W V) Z J J 0 U 0 a U C v 3 U) p CL x Z' 0 07 0 U) 1z 0 u U) 0 U v 6 C O C -%7 C O U VF C O U O .O v 0 c ai > V) U C 0 6 t 3 0 L U Q 7 t2. T C U O y- N O 7 O O U) v) Lu 0 s✓ 0 a f � ia� o O C , N U 7 Q i Q i a c a Z W W Z_ C9 Z W V) z J J O U 0 T O C2 O O_ U X N -t•+ L O N C N E U O LU o til 0 JOB NO. o 182154 ° 0 SCALE 40 c a SHEET N0. 4 U) °' 725 715 —LINE OF SIGHT s i 73.0 51G 5 HT. OF 710 3.5� T. OF SIGHT DISTAN E��83•$' {R OBJEO� UNDABOUT} OBJECT 3.5'HT. ONNE TOR OF EYE ROAD) { 705--,Cl 705 ROPOSED GRADE (TYP.) VER ICAL 700 GRAPHI SCALE 700 \\-EXISTING / ( IN FEET ) I 1 inch 5 ft. 695 GRADE (TYP.) 695 r ��� F�AFsHQRITQNTAL GLI r_FCXL ° 25 50 ( IN 'EET ) 690 1 inch 50 ft. 690 (I �t Q0 L'(3 G3 LJ 1 "i "q d" wl' _t 0 0 0 a'v 0 W(Yy 0 a1 M (31 0 M 0 ) 0 al 0 M 0 al 0 fS3 h la f® W r• LCJ n 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 INTERSECTION SIGHT DISTANCE - ALSTON STREET (EAST) - ROUNDABOUT 715 WA 710 SIGN LINE OF SIGHT OF YE SIGHT plSl- E�243` 7 10 3.51H .OF 3. 'HT.O OBJECT OBJECT (AL TON (R UND STREET) ROPOSED GRADE (TYP.) 705 - VER R A�I3I�-C 0 2�5 ICAL ALE— 5 70 5 IN EET ) 700 __- 1 inch 5 ft. n NT 700 "�— GRAD SCALE XISTING GRADE (TYP.) ° 695 ( IN 1 inch EET ) - 50 ft. 695 0 14t Ot -It iR Lt'g 0 14- 0 t* l N ram. 0 Pi rrl tf9 io M Ln S Y1 N M 0) coof ri eq � 0 N l� cc (3l � cri 0 01 t0 0 0 0 f . ri 0 00 r( a d9 7 0 0 C}1 di 0 Ch 06 0 r}y 0 acr n w r� i, rl� r-, r. r� r'4. w ram. f,'D r`.. ME 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+75 INTERSECTION SIGHT DISTANCE - ALSTON STREET (NORTH) - ROUNDABOUT 720 73-5 _ 715 3.5' H . OF _ OBJECT SIGH7 INE OF SIGHT (AL ST TON EET) IST ��C�a� �r , ��43 710 T ®1STA�C I FIB® 7�0 OBJECT 3. ' HT. (ROUNDABOUT) O EYE VER�'ICAL 705 GRAPHIP SCALE 705 PROPOSED GRADE - �+ ( IN 1 inch FEET ) 5 ft- 700 HORI,ONTAL 700 a 0 EXISTING GRADE (TYP. �. 695 '' / 1 i( IN h E ET �50 ) it. 695 ra Ut tp Oy i71 ri 0 Ln M 0 kD 0 0 r4 0 r�. ri ri ri 0 r1. i" in M ® M �, t0 'I6 0 W % qQ r� Ln 0 a) ri w 4p ut 0 a)O N w k6 of a) rn W re 0 r• 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 INTERSECTION SIGHT DISTANCE - CONNECTOR ROAD - ROUNDABOUT APPROACH Di (ENTERING STREAM DISTANCE) D2 (CIRCULATING STREAM DISTAN NORTH 21.9.2' (AVG. OF 199.8' & 238.6') 143.0' EAST 183.8' (AVG. OF 129.0' & 238.6') 143.01 SOUTH 224.1.' (AVG. OF 209.5' & 238.6') 14.3.0' WO-40 EWD-121 DESIGN VEHICLE RADIUS o 40 ft I12.20 ml SCALE ■ t t 20 E 1 s 200 r , r r rl r , 90i > s A � `� d f J q��d ♦q YY4 >> ~l�'., ��•(14.g41'AMYL, tqy' dl i 4 6 � q d t a , q \ 1 ( \q tt �t���,"""4 q t r , s. t s ' © r TLrnifl® Teavlote for 3"-1rofler with 41D ft 912-,20 m} wr""iWtma Dr'yixn .oniro!r and Crfreria 3.9fim n, 6.1q,—n �17ftI (13 flf 12.2U m 12U fli [7 ft}�{j N. ftL (Transit aryls) 0 8 ft l o ft om sca(a Path of Vert Patl, .Grant t t h 1 lak9 x 12,�1'nt3y, i d R/ D "0 loft 1 t) 2.am I $ie Path of right ; r3arw,oa [ I 10 Rj + Assumad,ta_fing ang;e is 34.20 • GTR=Cernerl ne turning radius at front a.Ia + 84Pa3,engefhus Exhibit 2-9. Mioim 1t Turning Path far Largc N.hoo( Sus.(5-BUS-12[N-BUS-401) Design YeOida 27 F/' .__. a�oesxepr eapl PATH QFFrY9NT tY'hEp. wsroEstx Alll _ azan s7 UuNGuocrcaests• 2o� apuEvm slcEroncarye[E: '� ao- smw azeo.o- oo'j Ws @_ cyT o;B BO dep. SMEEP u+(YP S',.B Cc�. `p SwE£PANCk-:Uld- ,so a.o- swEP.wrLE: as o.o- +ao xa s +xEr'a+caE:w.e aos 2011 Napa Fire Ladder Custom `TH o� r•'1 SCOTT R. COLLINS�t N0. 3579� 17� �'S��'tOIVAL SIC- W Di z it rr z w U) z J J 0 0 (+1 U U } 3 LU Q X U s ® t ' > ' ,per Q 1 . LJ m a p o LU d U � � L LLJ 0 U } d L I I 0 U 7 1= 0 I