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SDP202000019 Plan - Approved 2020-09-21
APPROVED by the Albemarle County Community Development Department Date_ 9-21-2020 File # SDP2020-019 and SUB2020-033 Type 1 ype Initial Site Plan and Preliminary Subdivision Plat Lead Reviewer: Megan Nedostup GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SU17E 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MAR771V HOMES 404 PEOPLE PLACE, SU17E 303 CHARLOT7ESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRE7T ST SU17E K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (4.74 AC) - STANLEY MAR77N COMPANIES LLC 055C0-03-00-000AO (16.28 AC) - STANLEY MARTIN COMPANIES LLC TOTAL AREA: 21.02 ACRES (PHASE 11) ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE: SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (VILLA UNITS AND 774 UNITS) DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT. U OU/AC 21.02 ACRES x 6 UNITS / ACRE = 126 UN17S ALLOWED PHASE Ar 126 PROPOSED UNITS OPEN SPACE.• TOTAL PHASE If OPEN SPACE PROPOSED = 8.83 AC (42.0%) TOTAL PHASE If OPEN SPACE REQUIRED (25X) = 5.26 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA770N. ALL OPEN SPACE SHALL BE RESERVED 1N A DEED FOR 7HE COMMON USE OF LOT OWNERS IN 7HE SUBDIVISION AND NO OPEN SPACE 1S PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEETS 6 THROUGH 8. 7HERE ARE NO IMPACTS TO PRESERVED SLOPES NTH THIS PLAN. BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT: 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE. • NONE - MIN. 10' BUILDING SEPARA77ON (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY 07HER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE- 18' MINIMUM FROM 7HE R/W OR THE EXTERIOR EDGE OF 7HE SIDEWALK SUBDIVISION STREETS- CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT• NONE TOPO & SURVEY: 774£ BOUNDARY LINE, PARCEL INFORMA77ON AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019.. INFORMA77ON WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXIS77NG VEG€TA770N: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGH71NG.• NO STREET LICH77NG IS PROPOSED WITH THE DEVELOPMENT ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC7701V 4.17 AND BE BELOW 3000 LUMENS PARKING: 126 SFA UNITS = 252 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED. 252 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 32 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 11 SPACES 2. ON-S7REET PARKING WITH BUMP -OUTS - 25 SPACES TOTAL GUEST PARKING PROVIDED = 36 SPACES TOTAL PARKING REQUIRED: 252 SPACES + 32 SPACES - 284 SPACES TOTAL PARKING PROVIDED: 102 SPACES + 36 SPACES = 288 SPACES NOTE. • 774E ADD177ONAL PARKING PROVIDED WITH THE PHASE I DEVELOPMENT DOES NOT EXCEED 2OX OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SI7F PLAN SHEET FOR SIGNAGE ALONG MCCOMB STREET. PHASING. 774IS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE /I. PHASE I IS CURRENTLY UNDER CONS7RUC7ION AND PHASE 3 WILL BE 714E RESIDUE PARCELS BUILDING SITES: PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH 7HE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 56A-1-26). 7HE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WI7H THE DEVELOPMENT. SEE EXIS77NG CONDITIONS AND SITE PLAN SHEETS FOR LOCA77ON OF CEMETERY. STREAM BUFFERS. • 774E 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTEC77ON ORDINANCE FLOODPLAIN: A POR77ON OF 774E RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAPf51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS. NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING., STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 32.Z9 OF 7HE COUNTY CODE 7RASH. EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA77ON AREA: RECREA77ONAL AMENITIES HAVE BEEN PROVIDED 107H THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AM€N177ES WITH A PASSIVE RECREA77ONAL AMENITY. A ]RAILWAY SHALL BE CON57RUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL IMPERVIOUS AREAS: PROPOSED ROADWAY AND PARKING LOT 87,800 SF PROPOSED SIDEWALK 21,300 SF PROPOSED BUILDINGS 156,000 SF PROPOSED DRIVEWAYS 36,000 SF TOTAL IMPERVIOUS AREA: 301,100 SF (32%) NOTES 1) 7HIS 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' D.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, BTH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 50 DWELLING UNITS ADT RATE - 5.86 VPD 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. U Z4 4 R I I 10 FAMA vAvWo1_11 on] DO & J Clo 01 1 U RAW i IJ Q ftl IDS WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA off' WIN -- — ottxsPMcc agMn[s a)ENSPM'A fl6yM66 a EXIS77NG CULVERT EARTH DITCH ® CULVERT DRIVEWAY CULVERT Q� DROP INLET & STRUC7URE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTTER — — — — — Em� PROPOSED PAVEMENT EC-3A DITCH 200 EXISTING CONTOUR DEPTH OF EC-3A DITCH PROPOSED CONTOUR 240.55 VDDT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVATION 6^ DEPTH OF EC-2 DITCH a+/1 LE WE RE&W PARMFA6 LLC ThIP 056W-OG-00-17500 08 4MBS6' 2G fi, PG 562 m 1 i SHEET LAYOUT SCALE: 1" =1001 PHASE III Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & PHASE I IMPROVEMENTS 3 SITE PLAN 4 SITE PLAN 5 SITE PLAN 6 UTILITIES, GRADING & DRAINAGE PLAN 7 UTILITIES, GRADING & DRAINAGE PLAN 8 UTILITIES, GRADING & DRAINAGE PLAN 9 TYPICAL SECTIONS, NOTES, & DETAILS 9 TOTAL NUMBER OF SHEETS STANLEY MAR11N COWANIES uG TAP 056A7-01-M-02800 13.406 aa. 06 5226. PG 509 QPM$P A &(yuFFS u n ^ APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COTT R. 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'`•'. � .. , . h`� a ' LOT LOT BUILDABLE LOT LOT BUILDABLE LOT BUILDABLE LOT BUILDABLE LOT BUILDABLE68w / w / f NUMBER AREA(sf) AREA(sf) NUMBER AREA(sf) AREA LOT UMBER AREA(sf) AREA(sf) LOTNUMBER AREA(sf) AREA (sf) LOTNUMBER AREA(sf) AREA (sf) 51 3,145 1,673 76 4,520 1,285 01 3,250 1,285 126 1,852 1,285 151 1,852 1,285 �{ \ / // O PHASE 11OPEN SPACE A / / c s, 52 1,870 1,602 77 4,290 1,306 02 3,750 1,306 127 1,874 1,306 152 1,874 1,306 / 1/ap,�� {�7 \ ,` F � ^a > e��- lW z 53 1,870 1,667 78 3,520 1,586 103 3,840 1,586 128 2,874 1,586 153 2,874 1,586 8.6r, ACaES OFCh'u• I =ao; ` rc LLA g z 54 1,870 1,691 79 3,520 1,565 104 4,210 1,565 129 2,7021 1,565 154 2,702 1,565 APPROVED ©O .a / / LOT�6 !" \ ''! ��]^ 55 1,870 2,176 80 3,520 1,288 05 3,584 1,288 130 1,797 1,288 155 1,797 1,288 OQ \ ap\ ✓ C ' �ONC RETE SIDEW -K / / �v : (n ^a, 56 1,870 1,968 81 4,144 1,380 06 3,584 1,380 131 1,891 1,380 156 1,891 1,380 by the Albemarle County ® '� xs _ , a , o 57 3,740 1,738 82 3,680 1,693 07 4,256 1,693 132 2,704 1,693 157 2,704 1,693 Community Development Department a ,Q=;�� L, o 58 2,460 1,670 83 3,520 1,395 108 3,580 1,395 133 2,406 1,395 158 2,406 1,395 Date_ 9-21-2020 PHASE 11 © tih - / < �FCt6 65 s d W 59 1,804 1,715 84 3,680 1 1,320 109 3,584 1,320 134 1,870 1,320 159 1,870 1 1,320 File #_ SDP2020-019 and SUB2020-033 LL.I o 60 1,804 1,695 85 3,680 1,320 110 3,584 1,320 135 1,870 1,320 160 1,870 1,320 . Application Type Initial Site Plan and Preliminary Subdivision Plat O ! / Z., / Q W 61 1,804 1,481 86 3,680 1,321 111 3,584 1,321 136 1,871 1,321 161 1,871 1,321 62 1,804 1,477 87 4,032 1,589 112 2,788 1,589 137 2 788 1,589 162 2,788 1,589 Lear Reviewer:_ Megan NedOStUp Oo \ ` .,,40;Ch?G• 00 ` / t '� YI w 63 1,804 1,867 88 3,584 1,701 113 2,933 1,701 138 2,933 1,701 163 2,933 1,701 OO ©� ` y/ /v ino s 64 2,870 1,787 89 4,032 1,356 114 1,907 1,356 139 1,907 1,356 164 1,907 1,356 Q \ \� . I xi N 65 4,407 1,528 90 4,152 1,324 1115 1,875 1,324 140 1,875 1,324 165 1,875 1 1,324 ` ©� O V VDOTSTANDARD ROUNDABOUT PROPOSED • J / 6 66 3,616 1,511 91 3,584 1,334 16 1,887 1,334 141 1,887 1,334 166 1,887 1,334 QO �\ �x'� WITH THE PLEASANT GREEN PHASE I RI & UTILITY PLAN - SUB-201o0o zY u U) 67 3,616 1,836 92 3,584 1,509 17 2,608 1,509 142 2,608 1,509 167 2,704 1,509 0 00 9 � E 68 4,859 1,883 93 3,584 3,019 18 4,412 3,019 143 1,875 3,019 168 2,406 3,019 © ""�.,� U (0 (O < E ®� LU EXISTING FEMA7' 69 4,633 1,464 94 4,232 2,760 119 3,561 2,760 144 1,887 2 ® 760 169 1,870 2760 00 -"`•�. Q Q-/ w 70 3,520 1,426 1 95 4,144 2,733 120 3,533 2,733 145 3,533 2,733 170 1,870 2,733 xoo YR FLOODPLAIN ©(D ©O ;- , 1 0 L o 71 3,520 1,717 96 3,712 3,901 21 5,837 3,901 146 5,837 3;901 171 1,871 3,901 �0 __,_.��., GRAPHIC SCALE O©®© p OO \ i roe No. N 72 5,280 1,657 97 3,712 3,853 122 5,894 3,853 147 5,894 3,853 172 2,788 3,853 O 0 73 5,424 1,326 98 4,536 2,644 123 3,446 2,644 148 3,446 2,644 173 2,350 2 644 O OO 30 0 15 30 60 120 O O 0 ' ss:_ 182154 tt\ 74 3,680 1,645 99 4,630 2,584 124 3,384 2,584 149 3,384 2,584 174 1,850 2,584 00 Q1' \� SCALE o (0 EXISTING STREA :�` i ("� 1" O' n 75 3,680 1,773 100 3,520 2,823 125 4,205 2,823 150 4,205 2,823 175 1,860 2,823 G \ ( IN FEET) \\\� ®3 a r 176 2,360 2,823 ® �`- \� 1 inch = 30 ft. \ SHEET NO. 1 3 N 0 EXeS�\N olkN r r \ hh - O h ,ayz 6. PLANTING STRI \ a�. xzo l go l LOT \jGARprE' 90 t L.C)T' c,r�RAG ..an N .o G t`yy _r h as Xzo �90 h LOT ;..ARAC,E hN \ 1'39 1 LO I GARr G� 1 AG�1 t. \ RIGHTOFWAYSTIG OPEN SCE �� \\� 1310.04 AC ES GAR „e. h h YI � 4� LOT K 1 1 N 136 1 V DEC. , LOT1 ~ V m \ o r 16. 1oxy6 1 f x2 } C \ V m �' \ h BECK \1 LOT' L©T 3 t ;'t 8 1 O o LOT GAPrgfe ( O 11 m °� _ ` ' yo'xy LOT 1 2;.' N- 4 1' m ry ) w in z y� _ DECK 1 1 L.OT 3 w, A yox16' loxK \ �31 r N ��o \ — W \` 1o'xy6'l DECK_ DEC LO r' 10yY. i % q 4'i @ `-n- �" 1 1' s [ \ h 1 a�i� � h DECK E,(j-r i L.L)7` � �� I�' � \' �� � K � N �", s' � can . ° ,.t 1,. — _ 1• 'A l 1 Q oe. ` "! Ei \\ F Ice LO j, c'.x:7 !.. ids �' { t,h 11 U. +° n "� \ \ m LOT v ` ({ STOP SIGN TYP i i' \ � 12F>, � t � N.G; 7Jx' ,, I,,, , t _ t, �"E-- -� CONCRETE SIf>EWFLK-.. t ( T A0CE a �l s \ x�b DticKLUI lay \ :, n 1.r t_ i z z ° C< \ � ' PECK '` .LOT 12 apr, ;', �, t p :2 :. \� � ,� � .' .�?, •, ':. 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Y '.tst & i_U I' ,,., :10ZI \ �� ./ -)T LC),I. \ f j Jt6 cc ytG De Loo .� ,I DECK 0 0 � ♦.`` _ � — `�. � APPROVED by the Albemarle County ` _ ® Community Development Department o0 Date_ 9-21-2020 0 File #_ SDP2020-019 and SUB2020-033 ©U 0 Application Type Initial Site Plan and Preliminary Subdivision Plat O O Lead Reviewer:_ Megan Nedostup �• 0 0 0 o°o SCOTT R. COLLINS'Z No. 36791 2; (D coo (0O © *o * ACCESS RO D T, M TING RO DW. �oo )00000000(00(0 0 a— GRAPHIC SCALE 15 do Go ( IN FEET ) I inch = 30 Pt. Ric L W 0P V I I� z is :D Z Cn < LLJ z . I LU U r (n LU LLU B— Q cn LU W LU a M JOB NO. 182154 SCALE 1° = 301 SHEET NO. 5 h 1 bt Giot13.0 %i r✓� V _�-' ,r e'�I ' b�`T. e ,., < E ,x, i,� s,. ..< ' ,•.--r'-' / .", 5 (" .,[:.;ri's,}+${�i�ldar S:a,,a:spgecarlAl:�.�':`s B*�`�4p; §MPssS�dardd'sn,"ey a o >*l`e",v.31 L'+.'.".,.•..auw-i..`:'�'k:v,v,....�'mu[u a. n..,. .-_ n., Pmect NaP `\ -"-' T data ln4utcells \ me: Ge Pleasant ren Phase ll '• - - - , /� -- �� � � l 1 � t ire f Date: 2/13/202 VVV - UMP cesiPn specpicmrans tin: 2013 Draft Stds&Specs ealtu,IpSfoi),ge11's, \ r f---'�\ \ `' 1 LQT� ,,, "- -2SCOTT R. CQLLINSZ iSite Information \ �' � `// 1 /l—r-^ / I 141 -1 A I ` / I No. 35791 a j t a Post -Development Project (Treatment Volume and Loads) � r �.� / � \ ! '- t LQT �,,- , .�' • ;_41 I ^• ' '.; ' \'— �`r�ION Land Cover (acres) j a (� 0r 1 1 \ "I-C}U Y i A S. Is B 5.0, CSolls D Soils T mlzpo�' a orest/OpenSpaw {azres)--undlslmbe4 000 "� ! /• C`\A f / ' t ctedforeit/o ) ceorreroY stet UDD Jr sy�,(,. O-e ' i / I '� / LOT ` 1 "� Ma aged Tud acres. disturbed, graded EX��"� ''� ��, / / 1 y 1V3g Par2rtlsmdtheY tud,to he BEO I _ 1 ,�,,'.,' ', 1: 1 u 1 - ImPervlouscoverlavesJ ',"tZ' iConstants Runoff Coefficients(Rv) ual Rainfall [inches)—_— TagtaniddlEveal( 6-0 1.00 T cal Phosphor (rP)EMgmg%L) Total Nitropri(M) EMC(.:g/L)_ 1.06 _ Target TPLoadlib/eve/") 0.41 Pi(unlffess co'.WtIn ratan _--_ 0.90 � s Laud Cover Summary Forest(Open Space Caverl J 5'.. M...,µy r2S.'. Weighted. Rv(tbrest)3s;P,,ys'0 %Forest fiy',? T Managed Turf C..,(acres) Weighted Rv(turf) %Managed Turf .pemiW9 Ccwer(.tre.) %r6 RII(in,pervlous) I %Impervious :,3a;',ynR'95,><,< Site Area{peres) Site Rv A Stills BSolls CSolls 05u115 Forest/Open SUa<e 0.02 U.03 D:Dd OD4 Managed turf r 0.15 0.20 Impemo sCuver D.95 0.95 0.'JS � 0 JS _� -- \ / �/ r ✓ {{ _ p / -- \ .. - � ✓ ., "' - ter''€ f \ // `/ �.i "- t \ A. °t'. � �-� \�<•. '. ', _.\ ,-. % ... .::' W/-'.:... /. x i . —mot"-"'{ 1-r !' Q `f / LOT L9 LOT LOT-':.:.# .'.:�' .•.:'::: '���" .. .,',...,..... -._'; � - is _. �t� pLOT e / 1 y. / .., r \: ( � a -"- 1 ....5 ...... ........ err v F 4J p/�p / /' ..,•- .- ..+r .,.... .. ., ..... ,: .., ii :r,.., ., ..... .. ...-...til. .. r` \ - f 93 , .. �' a; \ �, - —`ate--'" - '© C�9 - , - � C } / l l , Og ! / \ r _ O / , \ - r L al r t.Ld - - � _ "���� o _ h� , YH P!AA / \ L.QC \ r a s log-" 1 _ �1' / i/ / / / ,©� QPE PAC --- ----�- f 30 -- - - _ I / , � / / //go /,SL+ACKES� / y7 // / f , LOT U0 ZU LU M AM pip \ / 1 ._1.. ,�-!!/ - r' r r�l ° ©Oo O o 0C�}0 iI00/ /// \\ �` /®0 / _ I a® / of )©©00 � I % /f / // � W ,� _ ` / % ,' --_ / o 00 i o o I / _APPROVED U) o0 / — b the Albemarle Coun ®� , / / / o6 © o Community Development Department �" ! W i 0 �/� 0 Oo 0 0 O ° �.� OO 0 C} o I / \ \ Date_ 9-21-2020 \ .. 0 ° \ 1 �/ Z- / / o / / \, File #_ S�P2020-019'and SUB2020-033 / 0 1— / ©9d0�--o0000O0o°®000/0' oo°o OOP ���i o'O o © '' -' / / /1 Application Type Initial Site plan and Preliminary Subdivision Plat % © l / / ✓ / / / / _ /! "lY—•'/ !//'r'J� / / / /,--tread Reviewer:_ Megant§dostup 0 / �/ / //� ,.../ 0 \ — / j ( "-• _•.-.-'+1\. / ,. � ./ ,s ..,. -^-- _„ / / t .i � _ © -, i ..-- ` -.` Ile CRAP V n p p�y�-�' �•.1 �1 p�`�I O 4•dl�LirF" rJ.LL JJ`tiLL• / /-�.• // / -/ — - ! 1 D I ®QO ° /! o°°Q°O /�c - 0 0000 - o \ 0 0OO- - L, > A 0Oo0 -- -r- Oo�O O o ` coo -- —__ °moo-- —°�0 0o000aUa0 Qo '— 5 / Vv 30 7 / 120 (DOG INFrET) / OOTO / — _ — — -- —r/� — �1 ir�Eh =l3a Pt.. pop; 19 LU F— z I� J Z 0 ®�p <C Z v®I l� � W Z Q Z_ Z _J .J Ui tie 9Uq) Q— L:U e V Lij CL UJ LU U) UJ LU LU JOB NO. � 182154, SCALE 1n = 301 SHEETNO. O GENERAL CONSTRUCTION NOTES FOR STREETS ! J- ---- ---__. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE p 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 EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. \LIJ 1 , 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE ❑ \ FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT \ \ \ j II t I SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ! IT 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT \ a-R J CG-9(A, B OR C). IT NE t 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT cuNGL/A STANDARD PE-1. L 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 1 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. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC \ \ IT 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 1 SAFE AND CONVENIENT ACCESS. \ 1 \ p Q O T H 11, THE SPEED LIMITS TO BE POSTED ON SPEED UMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VIDOT FOR PUBLIC ROADS. \ N I z i I D� a s. 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. 1 SN,+T 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 ACCORDANCEA WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT' i I ! I J ROAD NOTES ' 17 E s (Ts � L GRADING. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIAN ,A TRIP GENERATION CALCULATIONS rL f H DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS +l,,�fr #?` `' � \ � � OF THIS PROJECT. Ad, > TRIP GENERATION BASED ON ITS TRIP GENERATION MANUAL (LOTH 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE "\ 1 ! EDITION) \ 1 6 SINGLE FAMILY DETACHED UNITS - CODE 220 PHASE I&II ENGINEER. , f„ 7 ( ) 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. r,PHASE 11 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION L ADT: �,288 VPD {644 ENTER/644 EXIT) OF THE SUBGRADE, j l� AM PEAK: 58 VPH (13 ENTER/ 45 EXIT) DRAINAGE: PM PEAK: 98 VPH (62 ENTER/36 EXIT) 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF pavement Design ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4NS) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE RF= 1.0 FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM Location ADT IHCV Design CBR SSV Ur Surface h a DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VRGINIA DEPARTMENT OF ADT TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. McComb Street (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 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. Alston Street(Pubk Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 PAVEMENT: Dunnagan Drive (Public; Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE Lexi Lane (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WiLL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. LitchibTd Road (Public Road) 150 2 170 4 4 $.59 SM-9.5 1.5 2.25 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS INNENNINNE PLACED. 3. 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. THATARE PROPOSED TO BE STATE MAINTAINED: 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WALL 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. it. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1. PRIOR TO ANY CONSTRUCITON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC71ON 70 ANY EXISTING iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC170N METHODS SHALL CONFORM TO CURRENT SPECIfTCA7l IONS AND STANDARDS OF WOT v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT UNLESS OTHERWISE NOTED. DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND J. EROSION AND SILTA7701V CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSMUC7TON. 4. ALL SLOPES AND DISTURBED AREAS ARE 70 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: WR7ICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF INSPECTION. J.•1 OR BETTER ARE TO BE ACHIEVED. vii. THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REWIRED WHEN iN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT iS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE WRGINiA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill- viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WiTH OSHA STANDARDS FOR THE CONSTRUCTION ROADS ATTHE DISCRETION OF VDOT OR MAY LEADTO THE ROADS NOT BEING ELIGIBLE FOR STATE INDUSTRY (29 CFR PART 1926). MAINTENANCE. NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER S OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT 5' WIDE CONCRETE y SIDEWALK CLEAR ZONE L, i I EXIST.GROUND 2X Y. 8' PLANTING , NTING .° 4" VVOT 21A STONE BASE STRIP 4P T EXIST. GROUND ea 4' CONCRETE -SIDEWALK EXIST GROUND 3;1 l� 4" WOOF 29A STONE BASE EXIST GROUND CG-6 POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB Ik GUTTER 3' CLEAR FNi ZONE_I SURFACE f 2X 2X - NINE 6. PUNTING 4- S1RIP 5' WIDE CONCRETE SIDEWALK 10, I (TitAYEL LANE) (TRAVEL LANE) 24' F/C-F/C 49' TYPICAL NF16!HR0j?H00D STREET SECTION (49 B/ r) ALISTON Sr"A'T, VUlUNAC. Ar UP"VA, LL'XI LANL; & Li7I2la'a�F©" ROAB (ALL PUBLIC' ROAMS) CS' SSAR "SZOW IAL & 01XrV USff SUBBIVISION STRL'L"T BAS'IGN SF)FIro" .25 AlPII 0A" STRL'AT BUd(ROUT PARKING ONLY 6' PLANTING STRIP 4' CO-6 I POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB &GU .SURFACE 2s 2X BASE - (TRAVEL LANE) 56 R/W _ Ta- (TRAVEL LANE) 8' PLANTING T 4' STRIP TYPICAL NEI6!ffB0RfI00D STREET YffMON (56 ' )?/ V jV6r0AlB ST",ff (JPIIBLIC ROAD) ` CAS' SSAR RESIBENd7AL & JfMED USE ASUBDIYIS(ON STREL'T DLSIGN SPEL'D° 2J .#%PIT PARKING ON ONE SIBS ONLY 4" CONCRETE SIDEWALK �•��EMT.. GROUND MST. . GROUND by the Albemarle ounty Community Development' epartment Date_ 9-21-2020 File #_ SDP2020-019 and SUB2t 20-033 / Application Type initial Site Plan and"I'EPe`minary Subdivision Plat I \ Lead Reviewer:_ Megan Nedostup f Base b a sub base h a llp BM-25 3 2.25 21A 6 0.6 13.73 BM-25 3 2.25 21A 8 0.6 14.93 BM-25 3 2.25 21A 6 0.6 13.73 BM-25 3 2.25 21A 6 0.6 13.73 BM-25 3 2.25 21 A 6 0.6 13.73 TOP OF ^�4" 2" R CURB 1-1L ISM E :• S ' w .. p: ` •` a W. ' N."w W A a, 7" 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURD & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WWD7H) zw.+f. r. ram,+� •ram �_I_i I •�� • EXISTING OR PADPO'LU SCEW%tt OR SIDEWALK SALE. EXPANSION JCNT- MUE OF (PAVEMENT SCOTT R. COLI No. 35791 Z 0 ® U H,w■ (n Lin U/ J a ® F U) z LU Ce 1 TRIP GENERATION 111=100' I., WIDTH OF L. .ENT) f+MCE I R LINTS (Y. Pea ACCESS ROUTE TN ` NON iRnYERSABLE LMrts OF PED. ACCESS ROUTE® UVPAYEp SPACE - - uwgro SPAEL ..Dill O ENrI` zenLE --- W. BATS OF P; D. LIMITS OF P'LO. OE55 ROUTE IN NON-THAY-READLE H ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAL WITH & WITHOUT UNPAVED SPACE ADDITIONAL HICHT-CGiWAY ISM REO IF TINE LIgT9- OF i'EBe9iRIM1 K'LES9 ROUTE E%TEND BEY WO �2�1 EXISTING OR PROPOSED MIT ft RT-OF WAY. N I e ® Pf0f3 tRPN AfS£SS RITE: PROYIL'E A FANINUORS n=IIT'RUNME U- Mi E,!N MDV- R-56TA4T PATH CpNNECTkC ALL .ALCE55NLE ELENiHIS OF A P.�•o P6o Ye., AQoq o FAC:LITY THAT CAN9E WPROAU,6_0. ENTERED NN - USED BY PEBESinL1YS.IF ACCESS RHJTE 5 !➢JMENi TO BI OF ame, Evwww WIDTH SHOT BE e'. SECTION F-F a ^�3 HALF PLAN • E PEDESTRVN ACCESS ROUTE5 IRd PRE BEING •r RS E PROWD P A VIDED. A MMKWITH ppp ��-p• RVIDED. WITH A . 21 GROSS SLOPE. A MAX.1. SLUM . 5. WHEN I W 00MUNCTIOII WITH STNiOMO .•p•, ' PARABOLIC CO-3 OR CG-2, THE C0P5 FACE ON THIS '�' ONPAVE gfTVji,I$J URVE SThYCPRO IS TO BE fOJU5iE0 10 MATCH 1kK Mal NOMOE CURB cavF.cuFanpn. aY ze64S:d:. t SPACE o _ ® NUMUL GUTTER ____ SECTION E•E nv IY p ^ , N, 4. *• P L'°egYP �,Y,•y Y:NYL R P Pu S "e.d ROX r0 TOX CIVICS y_ y� CLASS AS (H.E..S.T CUNC ..YS:• f- F M BASE TYPE T S� 2B ' 0- a 12k MAR SLCPE '-D'•' h.. PGSIi CF ORME CHANCE FOR CURB AND GUTTER ON iF %' �U. E. •Y. FOR SIDEWALH. 4R9 NC, GDTTE BUIEf CUNCUHNENILY s % 12 Y MAXIMUM INCREASE W 4_BFE AT LB.WAUM tU' INTER VAS .p b�eq, o'oo o a •eP e. e SECTION G"C N N M 3 X HAXDULM DECREASE IN SLOP=_ FOR FRS' ID MIRVA. ANN U X MAXUUP4 DECREASE FOR SUCCEEDING MNNUM ID' INTERVALS SECTION D-D SPEOFICATION REFEREFCE - STANDARD ENTRANCE GUTTER RDIO \VLi�T I.YB BRF]CE STANB0.9D& REVIyCN DACE SHEET , Cl, I EDT 'AROMA DERMIMENT OF TRINSPORTALDII %I15 203.02 1 1' • sM-9.5A SURFACE COURSE"` 3' BM-25 INTERMEDIATE COURSE G. COMPACTED AGGREGATE BASE COURSE, VDOT J21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND GUNDMEpRDRA7IENSp SUBGRADE CC-6 C/L POINT GRADE & R/W CURB GUTTER R/W - C CURB & UTTER EXIST. GROUND 4RFg �Nqo=P w =@tl§ eum 9lHB g�„P•• w '•.}•;..% • 4. T 4• EXIST. \GROUND 1 y2� 10,�I (TRAVEL LANE) (TRAVEL LANE) 2W E/P-E/P 2T PRIVATE ROAD R/W TYPICAL AZLEY ,SECTION - A97' PRIVATE ROAD ()IM ALLEY) 15 BPH DL'SIGN SPZffD NOT TO SCALL' TYPICAL SINGLE FAMILY ATTACHED UNIT DETAIL NOTE WHEN A PEDESTRIAN ACCESS ROUTE - CR,iCRI A COMERCVL ENTRFhS€ THE CROSS SLOPE SHPLC BE +J. FOR A WIDTH OF 5 FFET. WAEWNS TO M AS I I A _RI AFI`FT I smr SUIiPAO11G GENERAL NOTES SHOWN WI PL.Vl51 C' '� AS NAI ROADWAY (SEE NOTE 31 T. WHEN VSEO N UDNJVNCLON WITH STANDARD CC-3 IHNXUS TO BE AS OR CG"9. HE WRe FAQ- HIT THIS 5TMUMD S TO SHOAT ON PLANS) BE A➢9{STED TO HATCH TIE MOUNTABLE CIRR (Xt CG-8 �� CCKGURAHON, 2. SEE STANDARD CC-12 FOR CU% RAMP DESCH TO BE US£O WEn THIS STMOAib. BEE GE rc MOtE 51 r I OP1gNM. WAVED SPACE ___ Va FLOW WNE3 3. 4AN.NE PRVfAIEI{T 9,ALL BE CONSTRUCTEb TO THE _ RANY 54BGRg. STgN REWIRED FOR MIAN£ PAVIWHCH CAN HE EXPANSION CWTTEO N THE FNRNIDS., JOINT - LL I JONT U. HI CURB OR CIFIONAHM CURB AND GUI - SFIALL NOT BE CONSTRUCTED BEYOND THE RAW LINE NOWN'H TE•M - 2WIT AS �M MNNLNE ROADWAY EXCEPT FOR REFLACENENT PURPDSTS. SMCYN ON TYPICAL SECTION, A PLAN VIEW ENTRANCE NOTES S. WHEN THE EHRANCE RAOv CANNOT ADCOMMCOATE THE TUTIRE F,EOUIMEMENTS OF ANit@ATEb HEM TRUCK M'NLIIg ftDADWAT SLOPE HNAFF&'. THE DEPTH FOR SCCWALK N CURB RAMPS rIG PARABOLIC CURVE SENTRANLE SLOPE WITHIN HE O P OF THE 133 SHOULD BE BL MAX: O NCREMFD TO i".(GEE CC-,3] EDGE OF PAVEHEHF OR -_-II CRtmE GIIANGE b B. FLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW OPTWAL FLOW LNE J_ ®- - L� I15RREQUIR D TO PROYDE POSITIVE MANAGE ACROSS SEE ZINE RUADWA!--------NOTE 9, a MAX. �, D 1 THE DESIRABLEAND MAXIMM ENTRANCE GI CHANCES CRAM CH.WGE - D' ME LISTED N TF£ ALLOWABLE ENTRANCE GRACE D TABLE THESE VALUES ARE NOT APPLICABLE TO SIDECT CCHHECi1GN5. 5'MI - 2C'MINMIM FOR - cc R6 ENTRANCE INTERSECTION NOTES B. WHEN CC 1113 USED FOR STREET CONNECTCNS. iXE ® CONSTRUCT CRNY' CHANGES WITH A PARABOLIC CURVE. CONNED ION MUST DE pESIGNEO W ACCORD WITH AASHTO POLICY AND THE APPLICABLE REOUIUNIT IS OF TIE VOOi ROM DESIGN MAVWA,INCLUONG STOPPING SECTION A - A SICIH VISMOU AND K VALUE REQUIREMENTS. B. OPIIW)l_ FLOWLNE MAY REQUIRE WA9NN0 A -e1y L- PORTION OF GUTTER TO PROVIDE Pp51TNE ONANAGC IT'-1I ACROSS THE nTERSECTIDH 2^ B ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 . V, ' GA FETE. , �� 502 ENTRANCE VOLUME I,GT MARE THAN T5UU VWI 502 ENTRANCE VOLUME I,GT MARE THAN T5UU VWI GRACE CHHNGf 'D' UE3RABLE HA+UNUH NEUIUM 500-ma VPD s3X 6Y LOW LESS THAN :CO VFO SfiX 8Y SECTION C-C NOTE: CLOWMLE ENTRANCE GRIdE TABLE 15 NOT N'fTI;HML.E TO STREET f:(NNFCTIONS METHOD OF TREATMENT ROM Avo BR10Ae Ra (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) MASON DATE SH£EF I OF I VIRGWA DEPARTMENT OF TRARMORTATION Oia1Y 20304 LU a N N but Ti u z Lij I -I i---1 06 0 1�I I --I ca J_ . �D < . V ILL <06 7 �h L Od �1 W W I I i I I F�LU/y vl I I I U LL � Q LU LU F� LILL 2 X: CL JOB NO. 182154 SCALE AS SHOWN SHEET NO. 9