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SUB201700102 Plan - Approved 2017-12-07
GENERAL NOTES OWNERIAPPLICANT- 078EO-00-00-000AO Sheet Title HIGHLAND PARK, LLC COVER 455 2ND STREET; SW EXISTING CONDITIONS CHARLOT7ESWLLE' VA 22903 ENGINEER. COLLINS ENGINEERING LAYOUT & UTILITY PLAN 200 GARRETT ST, SU17E K GRADING & DRAINAGE PLAN CHARLOTTESVILLE, VA .22902 GRADING & DRAINAGE PLAN (434)293-3719 TAX MAP NO.: 078EO-00-00-000AO -- 15.21 ACRES UTILITY DETAILS (08 4163 PC 429) ROAD & WATERLINE PROFILES 078EO-00-00-00OA2 -- 0.51 ACRES ROAD &WATERLINE PROFILES (DB 4983, PG 688) TOTAL PROJECT AREA: 15.72 ACRES TOTAL ZONING.- R-4 RESIDENTIAL_ W 17H PROFFERS SANITARY SEWER PROFILES ZMA 04-18 (APPROVED MARCH 19, 2008) PROPOSED USE.• 34 SINGLE FAMILY DETACHED UNITS REQUIRED DENSITY: MAXIMUM ALLOWED UNITS - 34 SfD LOTS PROPOSED DENSI TY 34 DU/15.21 AC = 2.24 UNI TSMC OPEN SPACE: REQ. 3.80 AC OF DEVELOPMENT AREA (25x), Uj PROV- OPEN SPACE A (0.51 AC) 0 OPEN SPACE 8 (3.61 AC) OPEN SPACE C (0.45 AC) 0— OPEN SPACE D (0.55 AC) OPEN SPACE E (0,40 AC) OPEN SPACE F (0,05 AC) TOTAL OPEN SPACE = 5.57 AC (35X) THE OPEN SPACE WLL BE DEDICA TED TO THE HOA. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED _U 35 FEET SETBACKS. FRONT- 5' MIN AND 25" MAX (18' MIN, FOR FRONTLOADED GARAGES) > SIDE: 10' BUILDING SEPARA77ON REAR. 20' MIN AND NO MAX SUBDIVISION STREEM CURB & GUTTER (PARKING ON ONE SIDE ONLY) WA 7ERSHED: THIS PARCEL IS NOT IN A WA TER SUPPLY PR07ECIED AREA — SITE DRAINS TO RIVANNA to RIVER. AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH & GALE. BOUNDARY SCALE AND TOPO WAS COMPLE7ED IN JANUARY 201Z TOPOGRAPHY IS AN AERIAL TOPOGRAPHY OF THE SITE. TOPO WAS VERIFIED IN THE FIELD IN JANUARY 2016. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH EXISTING RESIDENCE STRUCTURES LIGHTING. NO LIGH71NG IS PROPOSED PHASING.• SITE TO BE DEVELOPED IN ONE PHASE. RECREA 77ON. NOT APPLICABLEIWOT REQUIRED PARKING. 2 OFF—S7REET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT ADD177ONAL LLJ _j PARKING SPACES SHALL. BE LOCATED ALONG THE ROAD WA YS. BUILDING S17ES. PARCELS 1-34 MAY NOT BE FURTHER DIVIDED. ce ONLY (1) DWELLING UNIT PER LOT SHALL BE ce ALLOWED. BURIAL SITES: NONE S7REAM BUFFERSIFLOODPLAIN. THIS SUBJECT PROPERTY IS LOCATED IN ZONE X THERE IS NO 100—YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCEL, PER FEMA Z MAP 51003CO287D & 51003CO295D; FEBRUARY 4, 2005. THERE ARE NO STREAM BUFFERS LOCATED ON THE PROPERTY OFFSITE DISTURBANCE.• NO OFFSIDE DISTURBANCE 44; PROPOSED WITH THIS LLI PLAN, EXCEPT FOR THE TIE—IN CONNEC77ON TO U) THE SANITARY SEWER W771IN EXISTING UTILITY EASEMENT LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREET,'; IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS < WITHIN SEC77ON 32.29 OF THE COUNTY CODE. LAND AREAS. OPEN SPA CE: 5.57,4C. (35X) ne LOTS Z69 AC. (51Z) ROW DEDICATION: 2.46 AC. (16%) 1 "'-1 . .......... RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA �7 V Z", A" 911�' OF��O r/I1 t Z < " . . . . . . . . . . X, . . . . . . . . . . . . . . < V Z . .l>i........... .......... ....... .. .. ... ........... .. X —H Z 7<' -7' A ..... ... 0 .......... ...... ... .. -77��4 > ............ "d VIA FLORENCE ROAD x" .. ............... U ... ... < L < 0. ............ Ix </ F WAY SHEET LAYOUT SCALE: 1" = 125' I �4 VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title I COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 LAYOUT & UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 GRADING & DRAINAGE PLAN 7 ROAD NOTES & DETAILS 8 UTILITY DETAILS 9 ROAD & WATERLINE PROFILES 10 ROAD &WATERLINE PROFILES 11 STORM SEWER PROFILES 12 STORM SEWER PROFILES 3.3 SANITARY SEWER PROFILES 14 LANDSCAPING PLAN & DETAILS is DRAINAGE MAP 3.6 DRAINAGE CALCULATIONS 17 SIGHT DISTANCE PROFILES 01 T H 1 SCOTT R. COUINS�e Lic. No, 035791 �`sjQNAL ETA LL' LU cr) OF COMMUNITY DEVELOPMENT C) M %D CD C) f.4 c: INSPECTIONS 0*) N DEPARTMENT OF FIRE RESCUE z z 4 cy) -ALBEMARLE VIRGINIA DEPARMENT OF TRANSPORTATION 0 DEPARTMENT Uj Uj cl. 0 :3 CN C t_U E 0 Uj 0 0 0— j -U z JOB NO. _U > > V) cid 0 LLJ to 0 U) SCALE 0 'wn AS SHOWN z8 ul 8 C >Q) 0 LLJ _j LU ce ce Z LLJ LLI U) ce_ cn _j co _j Uj < < U) ce ne 5: Uj Uj LU > 0- 0- re WLUj 0 0 U) cece LU Uj 93� LL' LU cr) OF COMMUNITY DEVELOPMENT C) M %D CD C) f.4 c: '17 TOTAL SHEETS N CD 0 wN 70 wo) W0 z Ld Ld IZ LEG WJ z 1?0A > 0 LLJ EX157ING CULVERT U) U) CUL VERT w 06 Lu 0 DROP INLET & S7RUCTURE NO. - f1l A 0 UJI 4) 0 0, CURB CURB & CUTTER > 's 0 0 PROPOSED PAVEMENT = U 0 EC -3A DITCH LL 0 En DEPTH OF EC -JA DITCH a- x EC -2 DITCH w0 '000 DEP OF EC -2 DITCH 06�r E 0 EARTH DITCH Ul 0'j� DRI VEWA Y CUL VER T w Of LLJ + BENCH MARK z.0 — — — — — CLEARING LIMITS V) _j vj < 0 W_ VDOT STANDARD STOP SIGN _j 0 c: APPROVED -200- EXIS71NG CONTOURby the Albomorlo Lig 200 PROPOSED CONTOUR t2l t C) CL 0 240.55 PROPOSED SPOT ELEVATION nj v .2 70C DENOTES TOPIDACK OF > CURB T/B DENOTES TOP OF BOX 0 CN 97 U D LU cr) OF COMMUNITY DEVELOPMENT z cf) (vi ENGINEER c: INSPECTIONS 0*) N DEPARTMENT OF FIRE RESCUE MEN= 4 cy) -ALBEMARLE VIRGINIA DEPARMENT OF TRANSPORTATION 0 DEPARTMENT -HEALTH cl. 0 :3 CN C '17 TOTAL SHEETS N CD 0 wN 70 wo) W0 z Ld Ld IZ LEG WJ z 1?0A > 0 LLJ EX157ING CULVERT U) U) CUL VERT w 06 Lu 0 DROP INLET & S7RUCTURE NO. - f1l A 0 UJI 4) 0 0, CURB CURB & CUTTER > 's 0 0 PROPOSED PAVEMENT = U 0 EC -3A DITCH LL 0 En DEPTH OF EC -JA DITCH a- x EC -2 DITCH w0 '000 DEP OF EC -2 DITCH 06�r E 0 EARTH DITCH Ul 0'j� DRI VEWA Y CUL VER T w Of LLJ + BENCH MARK z.0 — — — — — CLEARING LIMITS V) _j vj < 0 W_ VDOT STANDARD STOP SIGN _j 0 c: APPROVED -200- EXIS71NG CONTOURby the Albomorlo Lig 200 PROPOSED CONTOUR t2l t C) CL 0 240.55 PROPOSED SPOT ELEVATION nj v .2 70C DENOTES TOPIDACK OF > CURB T/B DENOTES TOP OF BOX 0 CN 97 U D 0 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO SHEET0 THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. v 0 _c APPROVALS DATE OF COMMUNITY DEVELOPMENT -DEPARTMENT PLANNER/ZONING ENGINEER c: INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE COUNTY SERVICE AUTHORITY -ALBEMARLE VIRGINIA DEPARMENT OF TRANSPORTATION 0 DEPARTMENT -HEALTH 0 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO SHEET0 THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. v 0 _c c: 0 LU 0 _j cp c t_U E 0 Uj E 0— JOB NO. _U 162126 0 to En > SCALE 0 'wn AS SHOWN W C >Q) 0 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO SHEET0 THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. v 0 _c - - _. 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" _"�:,_- __ I N, , , , .- - .� � � , \ \ ��\ " r I ,; I I- - ,,, / �//11 I _1`r�o -��___-, --�- - - --- -I, ----. \ ,�,-Y'�_�� - ---- � 1 LiJ.,e�- __1,--,, - , 1, � __1__>_'�_'1"* 11, - . - _ :�5 -�! -,- - \ _< -'A - _<�', t1l% /` - ., GENERAL NOTES: . " ,,,,�, 1, ,_\,._`,__'-_��__"\___ - - - _� - , , I 1/1�� � � $///, ./, -,�- - I _/_ __ - %I -�� � J� , -1 � '''' ' "' ,( I.\ " \ " I , \'-,-_�,__ -- �A --/. ,�,�,,, --- K", �-� -, ., . , � , . ....... �/;.��/�`/`/`//`� W,,!�,,9" " /I , e __ , //1 . / / z,- * , � // I- - , - , , , ,,xz, � / �, ,,, , - ---�,-�� - -:�_ I , ' f ,.,,, ., 7- T% __ __ " - , , " -�, ��_ _,�1�4"-I,�,, �/ /, ; �/ 11 , >,5� - __ �_____, "�, " __--� ),-)�,, . 1� i, i - - I , " , " - , ,� 1-\ 1111jIMillill - , ? / _� A., f I . I llzr r" _',�� - _---- � __�,15_ __I ____� _-, \ 0\ , " " ; �, 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODPLAIN MAPS # 51003CO287D \ I I., \ , \ \ ', ", ,1 / \,��. l-_ -11. � -- \�\N, -, - ___:�� __ / ;,, , , " , - , 11 I /,�,�� I, ,�/""_:� - � - -� , - - __ / , ��4 1 ,_ , -- \ N -- ,x� , - � , � " � 1.) 1. � I , �,,, I - _,:��a,� __ -,- ,_ < / 1, ff I'] V, " \� _ - , - I I ", -,, 1-,�,,,-,,, , "', ""11. �.. I I - I I j. ( " � I ,I X ; �.` I _," .... i I __ __ , - �, �, 1, X , , 1��___ -->- 1, 11�19 I 11 - 1._.. - % I � . � . \ \ 11 1,1�, : ,,, - 4� _.� -, & #51003CO295D. 4<zl I., I, .. ) 7 I..."; �� I I I '--- -, \ __ �� - , ��/;�,; - j /�, , "I , '�J,x , \, -1. _� - '5�;`t-1 -.,------\ .1 . , , ,,`%\,, " , , ,I 4�' 2 g�� I% - -I ., 11� , I 11 \. \ , � /Z /-"- - - `�� �,- -,�`, --- -_ _- ___ _ - ,_ 1 H��\ � J.� ,� � I I - " 3' -, :, �, ) I 11 \ I I -��-��r--,x,,I<,�,-.��,, � - 11 I, �,,`, ,_`\,\' � , , , I __ __ - �--, - f, (), � / " I /., el�� p I I- --- --- I I I \� \ \ 'I-,-, -,, "', -�\ �Iv\ ,,'\ I � t, , I 1W . , \ " - :� - --_:>,<�"", /,..'�, ,a, ? , " �� / \ 466�'FA__ -1 �, __ -., 2. NO STREAM BUFFER EXISTS ON THE SU53ECT PROPERTY. , , __ �� �, 11 - /) '-., U, 1� \ \ , - �_.__ _� _b . I" \\ - � J 1 III ��/ . , _��o - _ --W, I , ?�' "V/ Ie�,; A - __ I � " �'t i �V I I J . - - q. , - I � \�N \\ � � � ',� ,,,�,-<:Z --�__-,�:-�,�� <'\ - _:T_ -,. , 21_�_ � � / _ 71 1 - -3 ') _/ --, , I � ",_ ", --_, . �, � " . THE - ___ __�:, ., .11 , ,-`� \",N� \\ ,,, - .. ��- ' ,r� it, W - I __ -1�11 , ,�, 11 _:�72,- � u ,- j / , � __ � I 111;1�.,,, - �, i \ I ", , __ ... d . �,.,,- - . " I 1, . -, . �,K';� / I , I ) � -, . i - _Y , I—- - -IGATE AND VERIFY , � " '\ - � I— N� � --:"- ----. _-.�=_,, ��� �_ :;��� I �/ X_'�� I , " i 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVEST I I 11, , --------,�z' -�_-_�_ 0/ I I j I � - ' I 11 It Il 11 - ?, ,� 'I) � 11 I, ,__� �� " �11�1 I _ I", ! "',t]", __ 111.1 14"111 IV- i - _� _1 - I �, � , �1, , al - I � :�� - I ,M�Ii, 1(111" II 1 �__ - __-� J, " _� . � \1 I \ I , \ ,,x") � \ . - � - _�� . /. � I. , . /11 q'l y q.�'?, `- - ,,,,- - . / __1:�:1_____11__ " ---,%,,7'2, 11 - � . ,� \, �,��,',� ,)�', , )- �1� I i � I . - - - --::�-_- --- -- ,-A- :�-, -.�, ;�,�, I , IT r:lM'. �� (-,11 - �,.,.,_. . 2 � " \11K) -1 ',�' ) _1%_1 I- --- � A ,t\ \ , 11 -, , ;��,," A 1// - , - - - I � -T��,' �F_11 "'.-.'-"-- SYST , ,,, iv-, �, 1, � �/ 4 �',_Z D I'l ), �-, ----I-- __z�;!�-�F ___-, I, - \ _� `,\�,��_,,-" "\ \ �f, I,. , 11 I -.-:,- , " __ ____ 1\ `� \ \ \1 - I , I (I f /o x � , , CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF . / 'hill,11111 - , --- -'�� - ,,-- - --�-�- " , _:�-� , �7�-�, �,f _11, '�__`\' -\I- 11 �' _s�-"::� -��:� EMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE \ \ 7� 4' 7, "V�_�__ �� -�<'/ -- Y '' V, :�� "� .... � -, �� \ 4 th� � ;?�' _ , �� ��-,- �-,__�� \ "I,. EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL I I T �, � , . . I 11 ;,��,,,, I 0 f/ ., I // ��- - , , 11 - "I - __\ _�,_ �,\,� " \, //' \\\" � F I- / -� , " , " / , ////I, � ,� \, , I, I I 11",-, ; .1 I I ,� �, /, , -- �: "'' -�O'--��-'� ,�', " 11'1/ , "� �, _1 I I v , , _-, ,/ � _,. � / �� _�� " / -, ,- ,/ , // / , - �: I '""',"� I ,�� - ,�--_-----_-�`�_ , , - \ V�,��_�_ _�-_ --------.-- 'N \ � ,,,, � � ._ - , , '- - �,- � -,,,-_� '_ , � .1 ," / " I I ---' . I a171, 11 � \ / \ - ,,� I , , , / / " . __ '� ..., __ , I .... . . z - - 4 -1 -_ , __ 1, \ \\ I 1'� I \ � - � ,,�,�� �' 1, /-� 11 -, - - - _--_-�� --- _:: - , . _� , CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; , " \ ,,�'\� " . - /// / //,:.��/ - I - �: � �1��:), 1"� I v I i / \ , , , I I ., � I ", � - --!� - ��_-!:, - -1-1 _____ - � I 1 k . 1, , " A- 1� I 1, - \ -1 , , 1��:��____ I . `-1 11 � _ " ;,�\ ) - _ _ � )��,X: �Ii ', * W j i i 11 IN �, 1/ \ � _�____ ,\ ""\, " , -),--- W� \ 1��11 I - '' -!;_� ) / //� u ij I, 0 i i I' i � , , � _( - ,�!�c��,�_ -, -- ��,,, � 11 " I kl�`-----, - -.---) ,,"'/ -,�- - - --, �Ilv - � I I,/ _. : ", - �_ - - � __ x-,111, �', - __ - ��\ . , ::;�.,.:: �. I/ i ? I �� %, '' - --- -- - , - � - __ - �--- .-�� / - - NN 1� I I, \_ \ i I . , ,- - _;�,�,�::, / \ - _:� - -1 - �___ 'I I ., UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL ", ". , \' � ,,�, -_�I_ ��,.._._,� " i " __ , , � i _ , -,, ,\-" " \ I \ ---`� - - I \�, \ 'I ) � I / / I'll \ "" - -.',� � ,' - - __ I , -;--- - - 11 - I '\�, _-,'�, , /// --r'Il \, \ �\ \" . ,� I � 1� X4,:�rkr�l _:z �_ - .11 , � ",�/ / / i - i�_ M',�`)�,l,�,\,", ,"" <_:�__��" :�__ I , ��_,AlliYWt,,�_ 1/// 1_,� - ��t��j I -I' �, / 11 /" i � - - _� -,/. , ---,--\\ ,,, - � �i r / - "� - - - "' ,�. // I ,.--, --.-- - - - " � , --T I, - ,--=I- � I � %�,�, '' ,"11-1111- zr-� , - r�?- - _��_ , ,___-, .- ____ , ,',,-,IN X' I " - 1_�,_� �,, - . 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R-4 3422/725 0 ,078E0 -00 -0G -O8400 SOCHOR, MARK R 0.31 R-4 4514/627 - P 078EG-00-00-0� 300 HUYNH, KHANH 0.32 R-4 3147/712 Q 078EO-00-01D-08,200 HUYN ' H, PHUNG BOI OR BO YING ZHU 0.32 R-4 - 3794/120 R 07SEO-00-O&08100 ABBASI, AHMED N OR SABA MAHMOOD 0.31 R-4 4253/446 S 078EO-00-00-08000 . 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PROPOSED 6 DI WATERLINE ., ...'� ' �' ... . ;' x-\ 4•.4 'y / r . -- r' 4 i j{i�il ,... So' `�,, / 'x � k :, , � - p nROPOSED STD. CG -6 (TYP.) ..... �o'... u,. r ROPOSED 6"41REDUCER .:: -- N ROPOSED 20' ACSA SANITARY SEWER EASEMENT G./ F Sed' -___ _ _1_Y— -...... COAp) 2 J _� � � p- • >,.�,• 1 :: x � OPOSED FIRE HYDRANT '; PROPOSED WALL, I,PR�PC ASSEMBLY w% 6"x6" TEE \ MAX. HEIGHT=4' r / ROPOSED VDOT STD. CG -s2` .•�A / ,-;Ys •� ,%' \ + '//pp+�,, jam_"•.= f l" 1 11' -•:,>,r. .; • 4 , s . .d . a 1 t `` — PROPOSED Sj': ///... , r .� l.. r .. / —may ,.� . f• ;1. ROPOSED 8" SANITARY SEWER {TYP.) 1 ' j I i ROPOSED STREET SIGN. . .. ..: SIDEWALK PROP SED SWMr£FACIL�1'Y' '' /� PEN SPA C.y .,f �. ,.,,,..\ fYry�`•`• a _'%i,;;,Cr_--`-, - - .__'. i. # .i,,jl r rr �r l`f'1' / 1.?l } 4'.,_ 4..4"5 AC ✓Jc 7 Z21 , jG .' f ! / / f' ,; / / ! l��J t. " •'4..,-Y "',•N, . t:,,.. a.Ii-r.?;,!.r tip.-'1.1."x.".uf ✓,,! ', :x''" `.! r.. J Z/ XISTING TREELINE YP. "bt � � ``'`,•._ � til (T ) EXISTING 20' SANITARY SEWER EASEMENT D.B. 3003, PG. 426,, zk, r; - Iz T,T ,f Jf�,�•i lF, PROPOSED 5' CLASS A TYPE 1 PEDESTRIAN PATH & EASEMENT EX -MH -EI -4. •'4 NG 8" SANITARY SEWER GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 ]OB NO. 162-12 SCALE 1" SHEETNO 4 C 0v q Il aE M mw to h z "I z a c to ua ;zr I c i 0 © w 0 0 > > o cd d6 LLJ 3■ z z U) W � � � W o Lu 1�1ui 0— 7 > z r/� w to U) Ce _3 _3 uj Q tn Lu >t0- ate. Ce in a W ua to toto ce. 61j, ai ]OB NO. 162-12 SCALE 1" SHEETNO 4 C 0v q Il aE M mw to h "I C) a c ;zr I c i ]OB NO. 162-12 SCALE 1" SHEETNO 4 C 0v q Il aE M mw 15- �-lvl r Lu L V r -K 1, uN V . 11v=5/4.4 it 1i_f A .. t � ERT OCONTRACTOR SHALL CONFIRM EXISTING CULVA F flELEVATION & REMOVE ANX EXISTING DEBRIS PRIOR $: • r { ... INSTALLING THE PROPOSED STORM SEWER OUTFALL ,r' { PROPOSED WALL k � �-�'`,yo°I° (MAX HEIGHT =4') I 4 PROPOSED VAR. WIDTH - " DRAINAGE & SWM EASEMENT EXISTING ROADSIDE DITC , , R , PRE -DEVELOPMENT DRAINA E j AREA TO EXISTING1511 CULVERT `.,. t ' i r D.A.-337 ACRES, Tc-sy MIN., CW -0.45' ti 4 Q2=5.46 CFS, Q1O=7 CFS _J , 4 �.q d POST -DEVELOPMENT DRAINAGE AREA TO EXISTING i5 CULVERT . , . Q2=535 CFSQs0=739 CFS ' r (SEE SHEET z6 FOR POST- DEVELOPMENT , FLOW CALCULATIONS) h1 j ` Q -POST < Q -PR ,A .... -_... _. ......... s X i I i , t , , . , 1 y t g i 4 : r a...l 'v W Lo z i ;l Ll j - ;F w i `h { Z, t - :: ,! o 0 ! j i` a L} > �n O X�, ' /\ ! � U ! ti !1 i F sit i 0 Uj I, t( j•, t !t 0 W W t ( w E ? JOB NO. .62126 a t ( SCALE a 1 =30' a 1 SHEET NO. a Q DRAINAGE DESCRIPTIONS PIPE INFORMATION ON INLET INFORMATION STIR. NCI- DIA. (in.) LENGTH` (ft.) SLOPE (°lo) INVERT IN IN ERi V OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM I ELEVATION COMMENTS 40B DI -313 CG -6 14 615.50 VDOTSTD. IS -1 REQ'D 40A 15 31.99 0.72% 608.83 608.60 RCP 40 DI -313 CG -6 8 615.50 VDOTSTD. IS -1 REQ'D 39 15 32.13 4.36% 608.50 607.10 RCP 38 DI -3C CG -6 4 612.83 VDOT STD. IS -1 REQ'D 37 15 28.53 0.53% 607.00 606.85 RCP 36 DI -313 CG -6 10 613.36 VDOTSTD, IS -1 REQ'D 35 15 32.01 1.09% 606.75 606.40 RCP 34 DI -313B CG -6 12 613.40 VDOTSTD. IS -1 REQ'D 33 15 70.83 2.96% 600.50 598.40 RCP 32B DI -36 CG -6 10 602.69 VDOTSTD, IS -1 REQ'D 23A 15 31.97 0.78% 596.35 596.10 RCP 32 DI -313 CG -6 14 602.52 VDOTSTD. IS -1 REQ'D 31 15 42.42 1.18% 596.00 595.50 RCP 48 DI -313 CG -6 12 579.34 VDOTSTD. IS -1 REQ'D 47 15 11.23 4.08% 575.86 575.40 RCP 46 DI -3C CG -6 4 579.10 VDOTSTD. IS -1 REQ'D 45 15 31.87 0.63% 575.30 575.10 RCP 44 DI -313 CG -6 10 579.11 VDOTSTD_ IS -1 REQ'D 43 15 15.32 0.65% 575.00 574.90 RCP 42 MH NIA NIA 579.67 VDOT STD. IS -1 REQ'd 41 15 6.61 0.76% 574.80 574.40 RCP 52 RISER STR NIA 30" 593.92 VDOTSTD. IS -1 REQ'D 51 15 128,66 1.36°f° 585.00 583.25 1 RGP 50 MH NIA NIA 592.00 VDOT STD. IS -1 REQ'D 49 1 15 150.55 1 4,05% 581.00 574.90 1RCP 'v W Lo z i ;l Ll j - ;F w i `h { Z, t - :: ,! o 0 ! j i` a L} > �n O X�, ' /\ ! � U ! ti !1 i F sit i 0 Uj I, t( j•, t !t 0 W W t ( w E ? JOB NO. .62126 a t ( SCALE a 1 =30' a 1 SHEET NO. a Q :R A RWL CO ST"'7R�G'TfON FOR ,S'1^"RL�'?'�S' ROAD 1 0TA7ASy 1. .NO�'L'NS CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE GRADIN• C� aAS RONd1YA SEE riFt MADE BY 7HE COUNTY. THE CONTRACr0,R MUST NOTIFY THE DEPARTMENT OF COMMUNITY 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICA7TONS, 7HE ROAD & BRIDGE 2.25 DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION, 1 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 2 UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE BM -25 GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2.25 CON7RAGTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE (3) 2. WHERE UNSUITABLE MATERIAL 1S ENCOUNTERED 1N THE ROADWAY, IT SHALL BE REMOVED COPIES OF THE TEST RESULTS SHALL .BE .SUBMITTED TO THE COUNTY. IF A SUBGRADE BM -25 FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 2.25 .SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL 0Z.< SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. c BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE 2.25 APPROVAL. 5 ROUTE -'TR ENTIRE EASEMENT. OTHER 7REES AND VEGETATION WHICH OBS7RUCT SIGHT DISTANCES J. SURFACE DRAINAGE AND PIPE DISCHARGE- MUST BE RETAINED WITHIN THE PUBLIC AT ROAD INTERSECTIONS SHALL BE REMOVED. RIGHT-OF-WAY OR WI7HIN EASEMENTS' PRIOR TO ACCEPTANCE BY THE COUNTY. ALL 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PEDESTRIAN ACCESS ROUTE IQETAA-S WITH & DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 9 PRIOR TO THE CONS7RUC77QN OF THE SUBGRADE. d NA 7URAL WA l ERCOURSE. DRAINAGE• 4. GUARDRAIL LOCA TIONS ARE APPROX/MA Tr EXACT LENG7H, LOCA TION AND APPROPiR1A TF 1. ALL PIPE CUL VER7S, EXCEPT PRI VA TF ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH SH&W ITN TYPICAL SECTION. END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONS7RUC770N. ADD177ONAL lE'F LIMITS i`y` A M/NIMUM COVER OF ONE (1) FOOT. GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4`S) TO BE PROVIDED AS INDICATED 0IW OR PROPOSED VDOT R(GHFr-Dr W COUNTY ENGINEER, OR DESIGNEE', IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS THE PLANS, OR WHERE FIELD COND177ONS INDICATE: RTqPLOW REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH M.AMikE ROADWAY SLOE£ TO 7HE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO ,. p, • �. , a AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN SEVEN (7) FEET. ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES OTHERWISE NOTED ON PLANS - SHALL CONFORM TO VDOT CG -9(A, B OR C). 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA77JRAL WATER SHALL CONFORM TO VDOT STANDARD PE 1. COURSE. 7. COMPLIANCE WI774 THE MINIMUM PAVEMENT- WIDTN, SHOULDER WIDTH AND DITCH SECTIONS, PAVEMENT." AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE' STRICTLY ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7HE PLACEMENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT' OF 7HE AGGREGATE BASE MATERIAL. IF 7HE SSV VALUES ARE LESS THAN 10, THE VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND FOR UNIFORM 7RAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND COMPACTION BEFORE BASE IS PLACED. 9 ORDINANCE AND MANUAL. PROPERTY NUMBERINGE EJ. M 7ERlAL TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 7N A 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY MEETS REQUIRED GRADATION FOR TYPE 1, I1, OR III PRIOR TO PLACING AGGREGATE BASE. THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY 4, THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA 77ON OF 7HE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN AGGREGATE BASE. IN 77 -IE EVENT 7HAT THE SURFACE COURSE 1S APPLIED PRIOR TO 60 SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 12. VDOT STANDARD CD -1 OR CD -2 CROSS --DRAINS UNDER TO BE INSTALLED UNDER THE 5- THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION SHOWN ON THE ROAD PROFILES BEFORE SURFACE TREATMENT IS APPLIED. 13• A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION (PRIME COAT RC -250 0 Q.3 GAL./SQ. YD.). SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION 8, BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT DEPARTMENT OF TRANSPORTATION SPECIFICATIONS ALBEMA.RLE COUNTY 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED �^+ .y T [r�'.NN�i'RLAir CONSTRUCTION C'.ITION NOTES WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA77ON MAY BE LOCATED WITHIN 1, PRIOR TO ANY CONSTRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING THE STREETS RIGHT OF WAY CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VD 01). THIS PLAN AS DRAWN MAY NOT ACCURATEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT 1 "-2" SM -9.5A SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH SURFACE COURSE THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 3" BM --25 CLEARING, GRADING OR OTHER CONSTRUCTION. INTERMEDIATE COURSE 4. ALL SLOPES AND DIS77JRBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. B" COMPACTED AGGREGATE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY BASE COURSE, VDOT #21A OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. OR #21B DEPENDING ON 6. PAVED, RIP -RAP OR STABILIZA77ON MA 7' LINED DITCH MAY BE REQUIRED WHEN IN THE ULTIMATE TRAFFIC LIMITS OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO AND UNDERDRAINS � STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUOBGRADED TRAFFIC CON7ROL DEVICES 8. UNLESS 07HERMSE NOTED, ALL CONCRETE" PIPE SHALL BE REINFORCED CONCRETE" ASPHALT PAVING - ROADS PIPE -CLASS 111. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA NO SCALE STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. hi. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 4"' COMPACTED AGGREGATE BASE COURSE, VDOT 21A 2" SM -9.5A SURFACE COURSE 1 COMPACTED �` - 5' ----- --•-� SUBGRADE CLASS A - TYPE I LOW -MAINTENANCE PEDESTRIAN PA THW'A Y DETAIL NO SCALE RIW NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED EVERY 15o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON THE ROAD PLAN LAYOUT SHEETS 3 & 4. NT OF CO -6 CONCRETECG-6 FINISHED GRADE CURB & GUT7TER SIDEWALK CURB & GUTTER 1z1, PL4NTING .,.:tiy}••.,` 000 oW +°°° da ° ° dA+ °ooO=� ejlo 000 STRIP 12.5' 125' (TRA FIC- -� (TRAVEL LANE) VEL LANE) 29t� 54' PRIVATE TYPIC�4L sn&.eT rS"L'CTION ROAD 5,.ft .I�CJi7Lz mAv Rl,*Vr (OLLNLENH ROS A, B.B7LLUNO LANE' & .BEZMWO COURT) 25 dfPH D"16!N SP,&rP ('NST TO sC.4l1) IPOINT OF CA� FINISHED GRADE 10, 1 10' EL LANE/ (TRAVEL DITCH 55' PRIVATE ROAD R/W TYPICAL STREFT SUCTION -- 55 0 fi BLIC Rl-l#r (jV LPH) L,.4N.L' ffffff 6! NO'Y ACCESS RO.4, ) 20 JfPH' ,l313FSIGN SPrrV (NOT TO SC") Pavement Resign RF 1.0 `- - Location AUT RC'V Design +CBR SS's' Dr Surface h ADT Glenteigh Road 182 2 202 4 4 9.19 SM -9.5 1.5 �'`"'�•. Delphi Lane - Emergency Access N/A N/A N/A 4 4 N/A SM -9.5 2 Belluno Lane 144 2 164 4 4 8.47 SM -9.5 1.5 Beim Court 96 2 116 4 4 7.26 SM -9.5 1.5 , corn I cart (-T-------- LOT N LOT, .a LOTS , , 1 l :.:..;., tori 1 LOTy I tor$Lorg 1~`a t7 rx Lo OTIS t g LOT -17 L , v. LOT 16 rN- LOT,5 0§052522` <iy..r` ."k.:: LOT , wfbd f or j ' L L or 3 Orae z ---- �AELQ� 11 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 34 SINGLE FAMILY ATTACHED UNITS (CODE 230) ADT: 326 VPD (163 ENTER/ 163 EXIT) AM PEAK: 26 VPH (7 ENTER/ 1g EXIT) PM PEAK: 34 VPH (21 ENTER/ 13 EXIT) t.'ti.s'- � •�. ' � a Base b a Sub -base h C� aAS RONd1YA SEE riFt 2.25 BM -25 3 2.25 21A 1 6 125 BM -25 3 2.25 21A 6 2,25 BM -25 3 2.25 21A 0Z.< 6 c 2,25 B.M-25 3 2.25 21A 5 ROUTE -'TR 6-- � ) 1 7 tH Q a DpZ(Onzzl.,4NA�L 11.6 13.73 TT R. COLLINS2No. 035791,E0.6 14.85 060.6 1373 0.6 13.73 or2g LOr2$ -`` 30 , LOT:27 Lar 24 Lori Stir LOT22 tOT3 4 LOT � 3 L07-20 IP GENERATION 111=150' 11 CONC. iii psi MIN. CONCRETE SIDEWALK NO SCALE CC -12 NOTEf COMPONENTS OF RAMIaS CON5NST GF THE FCN.LOWMG L'S-iT HYDRALA..4C CEMENT S,DEWA2K (DEPTH H �NCiiS. Mi R•f SQUARE YARDS) CURB WHEN REQtNRE® (CC -2 OR CC -3 IN LINE FEET) GENERAL NOTES OETECrArE WArdc $kR�ACE (AREw �N $OLAfE YAHT?S? I. THE OMCTA8LE WA't4ANG' SHALL BE PROVIDED BY TRUNCATED OOMES, EACH OF THE ABOVE ITEMS 15 f, SEPARkTE PAY ITEM ANO SINOULO 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR � ���� FOR EACH C.4M� CUT R.A}P. NOTESd DETECTABLE WARNING SUFAC£5. PRODUCTS NOT LISTER SHALL DEET SWEWALT( ,RAMP 12�4 MAX THE REpNRE1.EN75 OF THE SPECIAL PROVISION FOR CG -12 'DETECTABLE 4&4 MAX L INS ITEM MAY X RECAST OR CAST N PLACE, S DEAQN SEA FTM F� SUBMITTED TO THE STANDARDS MID . 2, COIR 1fcF pawn A3 IF GAIT IN PLXE. 3, 5LOPI 0 5IM5 OF CURB RAMP MAT 0E 0UREO MONQL`ffMCALLY WITH RAMP ;• - �OiD t9 FLOOR GR BY USING PERNMIDLE CONSTRUCTION JOINT WITH REOVIRE0 BARS. 4, IF RW FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 3'- CLRB 6UTTT:lT A RAPALg THAT ADJOINING FLARED SIDES CAN 8E CAST IN PLACE AFTER PLACEMENT � MAX �� PRECAST RAW FLOOR. PRECAST CONCRETE SHALL BE CLASS A•4, CM M GUTTER. 5, REQUIRED BARS ARE TO IA NO.5 x 8" PLACED ?CENTER TO CENTER ALONG TYPE A5T�,�p�,y�1 BOTH SIDES OF THE RAMP FLOOR, M'D-DEPTH OF RAM= FLOOR, MIMMM PERPENDICULAR ,`-f.A'fER.T 90MM OF 12 I4 4U OOlP..iRUOTT:TTT PARAi,LfL TO iTNE si.OPE CORCRETE COYER >'ft', it WOW . DEfATIt 6, CURE) I CURB ANO GUTTER SLOPE TRANS114NS ADJACENT TO CURB RAMPS 71E + ARE NCLLOEO IN PAYMENT FOR CURB A CURB Adis GUTTER. VWN 7, CURB RAMPS ARE TO BE ARE 70Q A3 BE PROVIDED ON THE PLANS OR AS DIRECTED T .M 13'I - '�'"' _ 2. R . AN ACCESSIBLEBY THE EROUTE THEY KIIN THE t>OF WAY OFFTA HKTIW°Y EA t3YER CROSSESCURB REGARDLESS OF WHETHER SIDEWALK IS EVSTING PROPOSED, ON 03 URTM/I STANDARDS. OR NONEXISw TENT, THEY MUST BE LOCATED WITHIN PEDESTRUWH CRI}S•SWALKS . AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGBMEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEIIME STOP LIES, EXISTING LIGHT POLES.FIRE HYDRANTS. DROP !INLETS, 8TC. ACCESSIBLE ROUTES PRONIVE A COW104LOVS PARALLEL $ CONCRETE �A,, UNOBSTR ED STABLE,FRN MI6 SLP RESFTMNT PATH CONIECTNG ALL SIDEWALK R, `• UACC USED s L PEDESTRIANS. EACa.m' THAT cAN aE ,+PPROACKO, ENTIEREO r B. RAMPS MAY BE PLACED ON RADML OR TANGENTIAL. SECTEM PROVIDED THAT - .r•�"'-" y T+1' " 1 J THE CUM OPENING LS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND' THAT THE SLOPE AT THE CORK07ON OF THE CURB OPENING IS Mux.. --- + Y + ." :D • D > A r * A PERPENDICULAR TO THE CURB. g MIN .X 3: • +• ' S. TYPICAL CONCRETE SDEWALK IS 4'f THICK, WHEN THE ENTRANCE RADMCANNOT PLANTING ACCOMMODATE THE TURNING REQUNEMENTS OF ANTIC,i'ATED HEAVY TRUCK STRIP TRAFFI . REFER TO STM�ARD CG•15 COW,ERCHAL ENTRANCE (HEAVY 4•eMrT MT 2" HRCHER THAT y y y y y s y y y y y TRUCK TRAFFIC)FOR CONCRETE DEPTH. "�` col PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONMNCTX)R WITH A SHARED USE PATH, \ - Au XX ,SAME AS TOP OF CURB T OT SHALL 0E IDE Td - OF THE SHARED USE PATHI •- - -' - "' - - - - . 5' - HE MIFdbM31f! WI .H - I . WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS Z"ONAL), TYPE C - THE MOTTDId � THE CURB MO A 4'x 4'04I)ING AREA SHALL BE MY0EO TO MWUVER A WNMC"M PARALLEL & PERPENDICULAR 4NTQ THE C $$WALK VOTMUT GOING INTO THE TRAVELWAY, THIS 4' x W s• .M -O'" - OUTTEIS MAT GT>NSTRIIDi0 LANDING AREA MAY NCLUM THE GUTTER PAN. - - - - PJHJILL£l TD TFE ww 12, ALL GASES WHERE CURD RAMPS INTERSECT A RADIAL SECTION OF TRUNICATED DOM£ BMW K; B PROM W A CURB AT ENTRANCES OR STREET CCNIECTIONS THE DETECTABLE "•2.#" C -C 'T g �d�A MM" UNNI DEPTH Di' 7y WARNING SLRFACE SHALL HAVE A FACTORY RWIL6 OR BE FEND f.O.0 O.0 O z - AT ITE OR S YAi1TMED. -MODIFIED AS RECOUMENDEO BY THE 'MANUFACTURER TO MATCH TIE HACK OF CURB. 0400 0 Q£}AO00 _ - -� O 00 0 4 0 0 O Q O 0 0 . LANCING RMP } o A00000000000 44 �o y 4 0 4 0 0 4 4 0 0 0 0 0 0 0 0 { M 9 0 0 9 0 Q 9 0 Q 0 9 Q 0 Q 9 tT 040O.O OCT 0.400000 - iI _15x' y'TR,YiEiTER 40 440 4409 040 9 44 DETECTABLE WARlINC SAT BACK EE NOTEtHF DIXiB I � D €T� ��iARL49LE FLL �AWIDTHLIMOF RAMP FLOOR_.� TS DETECTABLE WARMING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL V��-T- VECFCATM SPE�ATTON ROAD AR DOE STANDARDS CG -12 DETECTABLE 'WARNING SURFACE REFERENQE ► COMBINATION 6" CURB AND GUTTER ROAD AdID &%W STANIDAR65 SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 M REATEOlL DATE SHEET T of 1 2D3.C5 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 W2 YY h DEPNiTW9M OF TRANSPORTATION CG•9D WIDTH OF 1C6••Tt I FACILITY THA,) CAd1 0E APPRGAa IEO.ENTERED AMR? • H . ' b• OPTWIIAI GLOM LME SLICK -STANCE � HALE PLAN USED BY PED£raTRIA'dS, e 9�P , e m TIiAEIRE RDAatPAY * T' PEDESTRIAN AMCCESS ROLRES pp ARE BENG1 85 MATO - PROVIDED, A M1NMIdiNM 4' TRwVERSALE WROTH fsi 5 dPE QiNIY1GE-"'r��',,,_'°� -- REQUEEa YRTI4 A MAx.2x QRoss sLo�E. SECTION 8 -- _ I} WHEN USED IN!CONJUNCT€ON WITH STANDARD11MF.Ad STAN Ti OR CG -7, THE C42�-p-p• B � . STANDARD L1p BE ADJUSTED 100 MATCH f UNPAVED IDEWALK Af.•E PAINJBOL4C THE MOUNTABLE CURB GOMFMIRATION. CURVE CONSTRUCT GRADE CHANCES WITH A PARABOLIC GifRM NORMAL CUTTER � � --^ �' _ -_- - � 11 -a- •ti, �SECTION A - A • i. a.' 'ti• 'I'• -°' �S' y• VroYg4d ;IEDXITO tOX CHANGE 1zu p�T, b HIL q s'r R " I 8 wCGREGATE BASE CLA55 A3 tH.E.5.2 CCHNC. SECTION G'C TYPE I51ZE 210 S' -O« 5`-O" ,gi P'O±NT OF GRADE +CHANGE 12% MAR -SLOPE CLASS A$ Lf .'►.. 'Y\. •4, '!'. a FCR CUTS$ .AND OUT ONLY +4i.. - • ti, - --^ "J F DEW GUTTER x x 12 X MAXh" INCREASE IN SLOPE AT MIMMUVI 10' INER TVALS • �., a, CONCRM ,�,, •} •i,- y x x M 3 X IMxIIAW DECREASE IN SLOPE FOR EMT TD'INTERVAL AND Bt ' a . . AT GONCURRENILY B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 19' NTER'FALS SECTION A -A S'EC11ON C_C SECTION D -D woo r $REFS T GP 1"R€dT ROAD AKD BRIDE STANDARDS STANDARD ENTRANCE GUTTER COWEC'I RR S ` SHEET 1 OF 1 REVISION GATE 502 502 AM �rw&& p 205.03 O7A15 VIRGINIA DEPARTMENT OF TRANSPORTATION VIROU pEPAqTMENT OF IRAN GENERAL NOTIESTNE L �llQtD Det kd N 0¢TADd(E BEgUM�YCkTS. MEW ` �' U�NiG�IlF04>�OF AI�PTATED'TR1.+CK OR•7i3EWHEN LOW NT2O OWITH �'AICIAND BM6�EI BE UkTCH THE MC1RO 4. SEE STANDARD QG•TZ FQR RAP DEScN TO BE e� iTTItH Tk15 $TAt[HAIU. L OPTIONAL FLAW ME MAY REMM WANT 2 OF A PORTTOM OF *MER TO PREfLi%IE P(DIDOMiC QF WATER ENTRANCE RTES 0. ALEMR+ME{SIA R TOTS! TIE ? 7. MAKIS PAVEMENT SHALL BE �THE EQb RME AEIMGHNBE OMITTED N THE armolCE-k IEXCWTFM RaIlLAODIM Purrs $ il R/IM L.tliE. ?. THE ITFSIRABLE ALD MATG N EtCfRi" OR" CHAT M !sitM"vzD6 > ALLOWABLE ENTRANCE GRADE CHANGES .. ¢RADE �CHfNAIIG£ MRMCE VOLUME DESTRME MATOIM1iL INDITE YORE 'YtTIMd zw VPC 0 R 3X MEQMA 80 *lwll VPD s S R lox - LCTd M TWIN DDO VI'1i Isex E& NDTE ALLOWABLE ENTRANCE GRW TJWE IS NOT APPLICABLE TO STREET COM ECTIOIlS z TS L T � F PEDESTRIAN ERE 5 � ; `.- _ ACCESS. �TDEEsrRcw p C� aAS RONd1YA SEE riFt SPADE 1diPAVEOi'ACE 9 DAN P M s 71i �xi Q c UNPAYEO 1 AS WIDTH OF.. > CllilB !!O GUTi'ER zU) -.. too T MOTE » 1' t 0Z.< c --- - -`' SIDEWALK TSE.E"M 2) P4 rw 5 ROUTE -'TR wz s PEDESTRIAN ACCESS ROUTE IQETAA-S WITH & dORl1 9 d WITHOUT UPAVED SPACE lfDTEI wam 8^ "I OR /a °}' MAK) NE ROADWAY SH&W ITN TYPICAL SECTION. A -J lE'F LIMITS i`y` OFPEDESTRIAN�CSWAYOEXIEhB ExtSTtIG h VIEW OR PROPOSED VDOT R(GHFr-Dr W L RTqPLOW n- M.AMikE ROADWAY SLOE£ N PEDESTRIAN AGC£55 HOUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESIST'PNT PATH CONNECTMdG ALL ACCESSOLE ELEMENTS OF A ,. p, • �. , a IWPA#AOUC *AVE Elio! OH' STIOIM.DER OR Bx V' D I FACILITY THA,) CAd1 0E APPRGAa IEO.ENTERED AMR? • H . ' b• OPTWIIAI GLOM LME SLICK -STANCE � HALE PLAN USED BY PED£raTRIA'dS, e 9�P , e m TIiAEIRE RDAatPAY * T' PEDESTRIAN AMCCESS ROLRES pp ARE BENG1 85 MATO - PROVIDED, A M1NMIdiNM 4' TRwVERSALE WROTH fsi 5 dPE QiNIY1GE-"'r��',,,_'°� -- REQUEEa YRTI4 A MAx.2x QRoss sLo�E. SECTION 8 -- _ I} WHEN USED IN!CONJUNCT€ON WITH STANDARD11MF.Ad STAN Ti OR CG -7, THE C42�-p-p• B � . STANDARD L1p BE ADJUSTED 100 MATCH f UNPAVED IDEWALK Af.•E PAINJBOL4C THE MOUNTABLE CURB GOMFMIRATION. CURVE CONSTRUCT GRADE CHANCES WITH A PARABOLIC GifRM NORMAL CUTTER � � --^ �' _ -_- - � 11 -a- •ti, �SECTION A - A • i. a.' 'ti• 'I'• -°' �S' y• VroYg4d ;IEDXITO tOX CHANGE 1zu p�T, b HIL q s'r R " I 8 wCGREGATE BASE CLA55 A3 tH.E.5.2 CCHNC. SECTION G'C TYPE I51ZE 210 S' -O« 5`-O" ,gi P'O±NT OF GRADE +CHANGE 12% MAR -SLOPE CLASS A$ Lf .'►.. 'Y\. •4, '!'. a FCR CUTS$ .AND OUT ONLY +4i.. - • ti, - --^ "J F DEW GUTTER x x 12 X MAXh" INCREASE IN SLOPE AT MIMMUVI 10' INER TVALS • �., a, CONCRM ,�,, •} •i,- y x x M 3 X IMxIIAW DECREASE IN SLOPE FOR EMT TD'INTERVAL AND Bt ' a . . AT GONCURRENILY B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 19' NTER'FALS SECTION A -A S'EC11ON C_C SECTION D -D woo r $REFS T GP 1"R€dT ROAD AKD BRIDE STANDARDS STANDARD ENTRANCE GUTTER COWEC'I RR S ` SHEET 1 OF 1 REVISION GATE 502 502 AM �rw&& p 205.03 O7A15 VIRGINIA DEPARTMENT OF TRANSPORTATION VIROU pEPAqTMENT OF IRAN GENERAL NOTIESTNE L �llQtD Det kd N 0¢TADd(E BEgUM�YCkTS. MEW ` �' U�NiG�IlF04>�OF AI�PTATED'TR1.+CK OR•7i3EWHEN LOW NT2O OWITH �'AICIAND BM6�EI BE UkTCH THE MC1RO 4. SEE STANDARD QG•TZ FQR RAP DEScN TO BE e� iTTItH Tk15 $TAt[HAIU. L OPTIONAL FLAW ME MAY REMM WANT 2 OF A PORTTOM OF *MER TO PREfLi%IE P(DIDOMiC QF WATER ENTRANCE RTES 0. ALEMR+ME{SIA R TOTS! TIE ? 7. MAKIS PAVEMENT SHALL BE �THE EQb RME AEIMGHNBE OMITTED N THE armolCE-k IEXCWTFM RaIlLAODIM Purrs $ il R/IM L.tliE. ?. THE ITFSIRABLE ALD MATG N EtCfRi" OR" CHAT M !sitM"vzD6 > ALLOWABLE ENTRANCE GRADE CHANGES .. ¢RADE �CHfNAIIG£ MRMCE VOLUME DESTRME MATOIM1iL INDITE YORE 'YtTIMd zw VPC 0 R 3X MEQMA 80 *lwll VPD s S R lox - LCTd M TWIN DDO VI'1i Isex E& NDTE ALLOWABLE ENTRANCE GRW TJWE IS NOT APPLICABLE TO STREET COM ECTIOIlS Uj o z p � Q c t}-= zU) C13 a � t 0Z.< c P4 Ui H ■ wz s M 9 E L C U h L Uj o JUNCTION BOXES, TRANSFORMER PADS. PEDESTALS, ETC, SHALL NOT BE LGCATED 'WITHIN THE RIGHT [IF WAY. VARIES 1 51 1 1 1 1 1 _91 1 WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)\ EASEMENT WIDTHS, WATER OR SEWER ONLY - 201 MINIMUM WATER & SEWER M,II NIMum DEE PART 3, PARAGRAPH Dl SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES. CRGS�SJNG A WATER OR SEWER EASEMENT SHOULD 13E AT 94` TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 WIDTH OF A TRMQE I W07 H OF ENTRANCE Ly, 4 5 of PgOESTRIM LIMITS IDF PEDESTRIAN SS RWTE ACCESS ROUTE EXPANSION JOINT - P 0 SPACE _4M -TRAVERSABLE Am" !-Pom ACCE 1�t1'AYEi) .SPACE F)IISTINO M PRIDPOUD woTH or SibtW&K OR S01WALK SPACE CURS INCLUDED IN ENTRPME GUTTER EXPANSION JONT R1LI AN CESS )UIE NON -TRAVERSABLE j Z ISS R{SgTE do r PEDESTRIAN ACCESS ROUTE DETAILS WITH FC FLOW UNE i WITHOUT UP"ED SPACE ENTRANCE WIDTH nTa-ZAL RIWT-Or-WAY IS RE%LRED F TIAE LIMITS ST DESIRABLE MINIMUM 16' OR PROPOWYACCESS DOT ROUTE EXTEND BEYOND EXISTING -or w EXPANS04 J RIGHT �OINT ABSOLUTE MINWM 12' EDGE OF PAVEMENT---' PEDESTRIAN ACCESS ROUTES PROWOWE A CONTINUOUS U N0QSTRUCTED,STA8LE,FRM AND SLIP R ST T A PATH CONNECTING ALL ACCESSWIE ELEMENTS A FACILITY THAT APPROACHED, ENTERICS D I:. t`' HALF PLAN USED BY PEDEJWRI-448i TIE IF PEDESTfOAN ACCESS' R;WTEERS, E§ AARE BEING PROVIDED, WIT 4 ZAV 'A _ E WIDTH IS RE"Eb WiTH A WX. 2X CROSS SLOPE. SECTION B -B WHEN USED IN C014JUNCTiON WITH STANDARD CC -Z; OR 0C.-7, THE ON THIS STANDARD 19 TO W =119 TO MATCH THEMOLATALE CLJR8 CONITI[CURATION. umFAvrr> SIDEWALK SPACE FARAIKLIC A NORMA- GUT TER L M Am �_l aii**O% TO 107 CHANGE " SECTION C -C 6" AGORCOATE. BA'aSC CLASS,.- -t,r.S,l CONC. TYPE ISIZE 2113-- V_O. POINT OF GRADE C14ANGE 12% MAX. SLOPE t7E FOR 'CAM MD GUTT L)hLY X X 12 X MAXIMUM II ;ASE IN SLOPE AT hAMMUM 10' INTERVALS FOR _SMWALK CURB RIND CUTTER X*X3 X MAXIMUM DECREASE IN SLOPE FOR' FIRST 11YNTERVAL AAF?8U9 T =NGURRENTLY fER 8 % WAXMUM DECREASE FOR SUCCEEDING MINIMUM 10' MVALS SECTION A -A SECTION D -D SPECWICATtM ROAD AND RRME STANGAIRDS STANDARD ENTRANCE GUTTER RUERME VISION DATE 502 VIRGINIA DEPARTMENT Or TRANSPORTATION 3/1G' 5TEEL PLATE WELDED DEGREE TO P05T & GROUND SMOOTH VOL 2-1/2* DIA. GALVANIZED VOL, 5TE11 P05T. PAINTED WITH OF 2 GOATS OF PRIMER CU.YD. AND INUGNIA YELLO CU.YD' 3/4' 01A. 5TE"EL PIN W/ HEAD, b W1 3/5' VIA. HOLE F09 U) LOCK LOOK H FIN15H 5URrAGI: CNJ.C.-) L H T NOTE: 90 3- VIA- GALVANIZED 150 5TtEL PIPE SLEEVE -fT .1 0 CPAINT ABOVE GROUND PORTION 5AME A5 PO5T3 DUAL SERVICE 4!, & 6' 45 22 1/2 CONCRETE FOOTING 2_25 2.00 2.60 2.52 0.15 0.10 3/IG' 5TEEL PLATE WELDED 2.25 TO 'SLEEVE 1 0.15 NOTE: DRILL A 13/1G' VIA. HOLE THRU 1 11 1/4 BOTH THE: P05T AND SLEEVE FOR 2,00 PIN PLAUMENT. 1 0,10 REMOVABLE STEEL BOLLARD DETAIL NO SCALE FOR ALL 8 - WIDEN TRENC; or ACCOMMODAI ANCHOR IF REQUIRED, BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE: AND PLUGS VOL, SIZE OF (FEET} CU.YD. (FEET) CU.YD' W IRRVATtM SERVICES. BEND TEE U) L H T L H T NOTE: 90 2,50 150 3.01 0.24 2. TRANSITION OF FLOW BETWEEN DUAL SERVICE 4!, & 6' 45 22 1/2 200 1.50 2_25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 EXTENDED OR NON -EXTENDED BASES. 1 11 1/4 t,50 2,00 2,50 1 0,10 TYPICAL MANHOLE I. TrPE 'K* SHOWING BRANCH TIE-IN UJIUj 90 166 3-16 121 0.48 LIJ C:) FOR ME ON DErA0iEQ SINGLE FAMILY 45 2.66 2.66 2.77 0.26 L" 15 KQT PRQVDEV, SINGLiSERVICE 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC NOTE,, 22 1/2 1.66 2.16 2.69 0A3 3.16 2.91 2.66 0.32 11 1/4 im 2.16 2.67 0.13 1 1 90 4,83 3.83 3.42 0.83 rn C: THE MANHa_E CONE, 10" & 12" 45 3.33 3.68 2.95 0.43 3.8.3 4.00 2J33 U-52 22 1/2 2,33 2.58 2.86 0.24 NTS Uj C)6 11 j!L4�1_113 -33 2-_84 0-18 C) 1 A 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE -, CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE, 2500 P.S.1, CONCRETE. & NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RE5P0N$I8LE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 PLACE V GALVANIZED " WITNESS " POST NTH CAPPEQ ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED, MARKER LOCAMON MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE 11 ADJUSTABLE VALVE BOX W/ LILT Z U (N M4 GATE VALVE 2500 P'S.I. CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 V COMPRESSION x 3/4' :RALE PIPE COUPURC OR APPRO4W EQUAL ME I' TVIPE 'K' - I SOFT COPPER I f STEPS CAST [N PLACE 3 0 MIN PRECAST REINFORCED FOR USE ON ATTACIiED SINGLE FAMIL-f U U) "0" RING SEALS MAX RESMEN-PAa. SERWE5 OR DUAL RESIDENTIAL MINIMUM ELEVATION T_ LQ L W IRRVATtM SERVICES. TEE U) SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS I VARIES CHANNEL TO BE I _l NOTE: 2' MIN CONTRIBUTING TYPE "K" SOFT NO SWEATED FITTINGS 12' 2. TRANSITION OF FLOW BETWEEN DUAL SERVICE INLET & OUTLET PIPE SHALL BE PROMDED. MK 6" BEDDING NOTE W/ NO. 68 STONE t BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. I' COMPRESSION n 3/4' MALE PIPE COUPLING 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. ,OR APPROVED EQUAL TYPICAL MANHOLE I. TrPE 'K* SHOWING BRANCH TIE-IN UJIUj COPPER CL CL CT� LIJ C:) FOR ME ON DErA0iEQ SINGLE FAMILY 0 RfWEU'W $ER%(;E WKAN 1RWQA110N L" 15 KQT PRQVDEV, SINGLiSERVICE 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC NOTE,, 13 SA= $ SHALL UE U$F-D ON PW PIM ME MR CORPORATION SMP 8R(X AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG, IN -6A .11 NOTE: RESTPAINED JOINT FITTINGS, Side View N 42" Minimum 441, Certification of 95% e compaction required Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration Into undisturbed 45, soil , or as approved by the __' 11 . I ACSA. x ri TYPICAL THRUST BLOCK IN FILL AREA NTS FIC_ W-38 CONC. BASE i SLOPED TO FLOW NEL 1/4" : V MIN BRANCH -141 - FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BANDEXISTING MANHOLES SHALL U. , I BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S --1--B FRAME & COVER (SEE FIG, S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA c 1'-0" MAX RUBBER COATED STEEL Z 0 STEPS CAST [N PLACE 3 0 MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN U U) "0" RING SEALS MAX ne MINIMUM ELEVATION T_ LQ L DIFFERENCE ACROSS M.H. 5" 4'-Qlf FROM INLET TO OUTLET U) SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS I VARIES CHANNEL TO BE I _l 3/4 DIAMETER OF 2' MIN CONTRIBUTING TYPE "K" SOFT SEWER, U 12' A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN 0 Q) INLET & OUTLET PIPE SHALL BE PROMDED. MK 6" BEDDING NOTE W/ NO. 68 STONE t BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. E z3 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N,T,S FIG. S -I -A FINISHED GRADE TRENCH REDUCER 4-2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - - UNDISTV- - - - - - - - - - - - - -- - - RUED SOIL 19' MIN, PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH- -----•24!' MIR - - - - - - - - - - - - - '4 REDUCER 8' ir1N :4 . 4 2500 P.S.I. CONCRETE THRUST BLGCK--r MN, - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - UNDISTURBED SOIL - EDGE 7 OF TRENCH 24" MIN_ NOTES: ELAN VIEW 0 NOT TO SCALE # NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 0 .3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 4 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA, . CERTIFICATION OF 959 COMPACTION REQUIRED IN TRENCH, • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS, TYPICAL REDUCER THRUST BLOCK NTS FIG. W-31) %e- 'L_ilL j 4 rCOVER LIFT NOTCH 12 3/8 - WATER CAST IRON LID NQTE'S: (1) A 1-3/4" DIAMETER HOLE 15 REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG, W-7 I SEWER SERVICE LATERAL CONNECTION NOTES: Z 0 1. INHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE U) AND NO INVERT ELEVATION FOR THE SERVICE LATERAL 15 INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE U U) LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE ne TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED LQ L TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL U) BE CONNECTED USING A PIPE SADDLE, 6, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 1 z� CRUSHED STONE _l 4. ALL SEWER LATERALS SHALL HAVE A. MINIMUM COVER 2' MIN DIAMETER OF 4". -717 TYPE "K" SOFT 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT - TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL lN UNE WYE- TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION NLTIS, FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - MLLE THREADS ViNI071 IS THE LOCAL STANDARD. MIN LENGTH OF BRANCH VARIES 2' TO 10' (270*) 7 GU, FTALVE BOX STONE 42'MIN 7 r. 61, GATE VALVE 8" X 6 TEE 2500 P.S.I. CONCR ETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL P31..£RESTRAINED JOINT FITTINGS W"EN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL HE USED AS ADDITIONAL SUPPORT. NOTE : 1. WIRROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM 1HF FIRE HYDRANT AND VALVE BOX, 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR HViINO THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROMOWATER ELEVATION- IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL SE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FIG. W-4 HP 1; 0� SCOTT R. COLLINS'7' Lie. No. 035791;�� )� 441", h N;S' r w TONAL tv� �j INISHED GRADE Z 0 06ills U) ZL1 U U) LU ne Ln LQ L Z ■L U) Ce CRUSHED STONE > L Uj TYPE "K" SOFT L LLI BRASS OR BRONZE PIPE BRONZE GATE VALVE 0 Q) INISHED GRADE 0 06ills 0) LU C LU ne Ln BRICK SUPPOTS OR SOLID GEMENT BLOCKS CRUSHED STONE Z AIR RELEASE VALVE----,,,,, TYPE "K" SOFT LLI BRASS OR BRONZE PIPE BRONZE GATE VALVE 0 Q) Z DRAIN TO GRADE CORPORATION STOP EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE --<_T'- NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE E30TTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, ANO ALL STONES REMOVED OR A 4" BEDDING OF NO. 618 STONE SHALL BE PROVIDED 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6' BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 0 06ills 0) LU C ne Ln BRICK SUPPOTS OR SOLID GEMENT BLOCKS CRUSHED STONE Z TYPE "K" SOFT LLI COPPER 0 Q) Z CORPORATION STOP E z3 Lfl rn UJIUj CL CL CL CN LIJ C:) 0 NOTES- 0 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC W AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. _j 0 0 w 2) FOR WATERLINES SMALLER THAN. 12" USE A I" AAA. AND FITTINGS, FOR WATER LINES 12" AND LARGER USE 2' A.R.V. AND FITTINGS_ W 3) IN SITUATIONS WHERE THE A.R,V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN 06 ADEQUATE FOUNDATION SHALL BE INSTALLED 50 THE WATER LINE DOES NOT SUPPORT Uj rn C: THE MANHa_E CONE, F. CL 0 Z-6 0 > Z III AIR RELEASE VALVL (ARV) NTS Uj C)6 _j FIG. W-9 :3 C) 0 L9J j:) 0 0 EMBEDMENT 8"MIN SPRING LINE OF PIPE NO. 68 STONE --<_T'- NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE E30TTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, ANO ALL STONES REMOVED OR A 4" BEDDING OF NO. 618 STONE SHALL BE PROVIDED 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6' BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 0 w 8 0 06ills C ne Ln LLI 0 Q) Z ANIL E z3 Lfl UJIUj CL Lij LIJ 0 W to ::3 _j 0 0 LL, 0 L_ 0 rn C: CL 0 75 0 x :3 0 LU U F_ W LU rn LU (D E 0 LU E 0 Ln _v_ 0 305 NO. 162126 0 0 6 > SCALE AS SHOWN o > 0 w 8 C5 a z L,J z C5 C: z .O LLJ 4� V) z 0 CL a-.0 0) :2 > 0 4D 01 595 I i EXISTING GRADE (TYP.) Easting Start- LVC:26o.00 s 11502076.447 End: PROPOSED4"x4"TEE 1\1 9CD 11502072.711 O o m 590 1 G.V. STA. 14+44 m � Data U Lie. No. 035791,E END CUL- ! 590 Station --- - - ---- -- -- o m Ln - - - A Li,i ---- -- - - -- _.._. -- - � _ _. - Q r. +° Ln' d° M PROPOSED 6" 22.5° BEND U PROPOSED A.R.V. - 3go0694.659 11501985.469 STA, 0+53 300 32' 22.3130" STA.1+11 - - -- LLJ 200.000 585 ym � w 106.603 Tangent: 54.600 ty 585 D 8"x6" REDUCER External: 7.319 -INTERSECTION STA E -6 °° j STA. o+o6- Tangent Data ROPOSED GRADE (TW DI WATERLINE 58o Easting Start: 11+12.339 39Oo694.659 r 58o End: 11+85.314 39oo718.202 1.0' PROPOSH 72.975 Course: N 710 10' 43.3130" W Curve Point Data TO BELLUI i Station Northing Easting STA. !+96 575 1 - -_ -- 2.7' 3901096.814 1 575 PT: _- PROPOSED8" go" BEND 3900740.067 11501864.524 Delta: 08° 04'11.5202" Type: RIGHT STA. 0+03 Radius: 400.000 ED 4 " x4" 4 TEE -LOW PT STA: 10+15.0 { ._. ___-_-__ _ __ . - ROPOSED 6" CL. 52 DI -- REMOVE EXISTING PLUG & 56.292 Course: N 670 LOW PT ELEV: 378.65 i STA. 10+o7 TIE-IN TO EXISTING 8" WATERLINE Description PT Station Northing Easting 570 STA. PVI STA:10+15.00 11501864.524 End: i 570 3900782.288 11501781.271 oo f�i a � PVI ELEV:578.6o ri 00 "I 00) co Ln Ln 00 m Ln Ln 6r^0 Ln 0 --W-25 0+00 0+50 1+00 1+50 2+00 2+25 WATERLINE 16" 45° BEND JO LANE WATERLINE NATERLINE 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. BELLUNO COURT Tangent Data 630 HIGH PT STA:1$+3o.00 HIGH PT ELEV: 617.go PVI STA:14+70.00 PVI ELEV:616.70 K:12.00 LVC:120.00 LEV PT Station Northing Easting Start- LVC:26o.00 o° 11502076.447 End: PROPOSED4"x4"TEE 1\1 9CD 11502072.711 O o m 3.5 o LAMIN. 1 G.V. STA. 14+44 m � Data U Lie. No. 035791,E END CUL- Description Station --- - - ---- -- -- o m Ln - - - A Li,i ---- -- - - -- _.._. -- - � _ _. - Q r. +° Ln' d° M r -i til - - - -- - U 115O1920.945 - 3go0694.659 11501985.469 > 300 32' 22.3130" Lu cryo° ^� - - -- LLJ 200.000 m ym � w 106.603 Tangent: 54.600 ty wJ BELLUNO COURT 7.o61 External: 7.319 -INTERSECTION STA E -6 °° 620 14+4 ` - 1 2. 7 BEGIN CUL-DE-SAC STA. 15+30 __ 6:L5 EXISTING I GRADE (TYP.) 1 , I LOW PT STA: 10+50.00 610 LOW PT ELEV: 579.30 PVI STA:11+80,00 PVI ELEV:581.90 K-26 oo / VDOT STD. C - D1 Description PT Station Northing Easting Start- LVC:26o.00 3goo631.259 11502076.447 End: PROPOSED4"x4"TEE 1\1 39oo635.612 11502072.711 6o5 o m 3.5 o LAMIN. 1 G.V. STA. 14+44 Curve Point Data U Lie. No. 035791,E END CUL- Description Station --- - - ---- -- -- o m Ln - - - - _ _ .. -- - - -- _.._. -- - � _ _. - Q r. +° Ln' d° M - -- ------ - - - -- - 3900505.353 115O1920.945 PT: 0 j 3go0694.659 11501985.469 Delta: 300 32' 22.3130" Lu cryo° ^� - - -- Radius: 200.000 Length: 30.239 Tangent: 15.132 ym Length: 106.603 Tangent: 54.600 ty �w 7.o61 External: 7.319 m Lu 600 °° Course. N 550 54'32-1565" W Tangent Data `L' ROPOSED 4" CL. 53 DI WATERLINE PT Station Northing Easting Start: 11+12.339 39Oo694.659 11501985.469 End: 11+85.314 39oo718.202 1.0' Length: 72.975 Course: N 710 10' 43.3130" W Curve Point Data VDOT STD. CD -1 /3.5" Description Station Northing Easting PC: 11+85.314 3900718.202 PROPOSED GRADE (TYP.) 2.7' 3901096.814 11502045.443 PT: 595 3900740.067 11501864.524 Delta: 08° 04'11.5202" Type: RIGHT Radius: 400.000 ED 4 " x4" 4 TEE -LOW PT STA: 10+15.0 -__ ._. ____ __ ._. ___-_-__ _ __ . - .._ - ._- - _____. __ _. _. - -__ _ ___.__ .. External: 0.994 -- ---_-_-. 56.292 Course: N 670 LOW PT ELEV: 378.65 Tangent Data STA. 10+o7 Description PT Station Northing Easting Start: 12+41.652 PVI STA:10+15.00 11501864.524 End: 13+35.000 3900782.288 11501781.271 Length: 93.348 Course: N 630 o6'31-7928" W PVI ELEV:578.6o � z z 0 K:2.5o U PROPOSED 8" SANITARY 6o0 I I 590 LVC:1o.00 I- � o p ius: SEWER CROSSING m Cly os O n 0 -- o r. 8 n - Cn w 0 Cly _ - __ PROPOSED 6"x4" REDUCER frs N w 20 (ry rly r, rq W w ° 06 11 N ° N. + Ln + 'n Liy 011 ri ri ko ass %D Lfy ri r♦ co w I`� r! ra ri w w / STA. 13+15 Mid -Ord: 18.463 External: 21.561 M u / / PROPOSED FIRE HYDRANT � '-' m Ln > cn > V m V w ------ ASSEMBLY w/ 6"x6" TEE 585 m w Tangent DataUj STA.13+12 c>! a- -2.00% Description PT Station Northing Easting > aa- TIE-IN TO EXISTING VIA FLORENCE ROAD Sta rt: 12+90.306 3900543.308 11501955.472 W0 / w STA. io+oo, ELEV.=578.go o' / 204 5$p VDOT STD CD -2 - ''Y LU ROPOSED 6" CL. 52 DI WATERLINE Description PT Station Northing Easting Start- 10+00.000 3goo631.259 11502076.447 End: 10+05.736 39oo635.612 11502072.711 Length: 5.736 Course: N 400 38'21.0000" W Curve Point Data U Lie. No. 035791,E END CUL- Description Station Northing Easting PC: 20+05.736 3900635.612 11502072.711 RP: n Lin n Ln - NN N N -- ----- ri � a � PROPOSED w 3900505.353 115O1920.945 PT: 11+12.339 3go0694.659 11501985.469 Delta: 300 32' 22.3130" Type: LEFT - - -- Radius: 200.000 Length: 30.239 Tangent: 15.132 riL11 %I Ln u > m w Length: 106.603 Tangent: 54.600 ty Mid -Ord: 7.o61 External: 7.319 m Lu Chord: 105.346 Course. N 550 54'32-1565" W Tangent Data 615 Description PT Station Northing Easting Start: 11+12.339 39Oo694.659 11501985.469 End: 11+85.314 39oo718.202 115o1916.396 Length: 72.975 Course: N 710 10' 43.3130" W Curve Point Data VDOT STD. CD -1 /3.5" Description Station Northing Easting PC: 11+85.314 3900718.202 11501916.396 RP. -2.000x6 3901096.814 11502045.443 PT: 12+41.652 3900740.067 11501864.524 Delta: 08° 04'11.5202" Type: RIGHT Radius: 400.000 ED 4 " x4" 4 TEE Length: 56.338 Tangent: 28.216 Mid -Ord: 0.991 External: 0.994 G V Chord: 56.292 Course: N 670 o837-5529" W Tangent Data STA. 10+o7 Description PT Station Northing Easting Start: 12+41.652 3900740.o67 11501864.524 End: 13+35.000 3900782.288 11501781.271 Length: 93.348 Course: N 630 o6'31-7928" W INTERSECTION wJ BI STA.10+oo, 2.5' I 4 1 1 575 45 PROPOSED 6" 45 0 BEND TO WATERLINE CONNECTION STA.11+0o 1 570 r" 0 N O m 00 -I' N m m t.D Cn 00 N N O t.p O Ln try i`+ N 9 (7) en M "R h O N kP C0 Qy N M M rrf fry U} tD s7y Qy CQ 00 rhe by r" 0 r1 m ri by LnO m LD Lt y N ri 00 M [+ y ri cp CR OD r. 00 00 0) oo 0 00 O a) 0 fay Ti O N O N H N rt uy V1 Ln Ln Ln Ln Ln 4a in w Ln s.D Ln ko 9+75 10+00 10+50 111+-00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 BELLUNO LANE PUBLIC ROAD DESIGN SPEED=2S MPH LOW PT STA: 10+17.50 625 1 ^%Af GT GI a%/. C. -. r�7 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 BELLUNO COURTPUBLIC ROAD DESIGN SPEED=25 MPH =618.38 SED 4" G.V. & BLOW -OFF F34 ME PVI STA:10+17.50 _ Curve Point Data Tangent Data Description PT Station Northing Easting R �' 630 Sta rt: 10+00.000 3980534.28o 11501677.076 PVI ELEV:612.44 End: 10+16.711 3900531.818 115o1693.6o4 Length: 16.711 Course: S 81Q E XISTING GRADE (TYP.) 31' 38.8993" K:2.50 Curve Point Data U Lie. No. 035791,E END CUL- DE -SAC 16 fl14j, LVC:1o.o0 I PC: 1o+16.711 3900531.818 11501693.604 RP. 3900235.092 115o1649.404 ONAL BEGIN CUL-DE-SAC STA. 13+15, ELEV 620 n Lin n Ln - NN N N -- ----- ri � a � PROPOSED w END CUL-DE-SAC Delta: O5° 46'30-7510" Type: RIGHT PT: 15+45.059 39oo694.997 11502159.897 STA. 12+21 STA.15+go, ELEV.=619.10 Radius: 300.000 62o GRADE .--. (TYP.) --- --- - - -- - PROPO Length: 30.239 Tangent: 15.132 riL11 %I Ln u > m w Radius: 350.000 ty TYPE A STA. 13 m Lu Length: 59.272 Tangent. 29.707 / 615 PROPOSED 4" G.V. & Chord: 30.226 Course: S 780 38'23-5239" E 2.00q0 FILL (T)P.) -LLUNO LANE ' FILL TYPE ABLOW-OFF Tangent Data --_- ___.----_----- ELEV.=612.79 Tangent Data ' VDOT STD. CD -1 /3.5" ux MIN. PROPOSED 91 4" 45 0 BI 610 -2.000x6 VDOT STD. CD -2 12 ROPOSED 4��CL. 53 Di WATERLINE 610 End: 11+12.377 3900509.762 11501786.653 w ED 4 " x4" 4 TEE 13 PROPOSED PRIVATE SANITARY & 4" G V O U SEWER SERVICE LATERALS (TYP.) I STA. 10+o7 35 F-- O 0 I o , 605 STA. 15+94 PC: 11+12..377 3900509-762 11 0186. 5 7 653 6.3" z 0 0 605 > Cd RP: 3900703.610 11501835-876 620 � z z 0 U 6o0 I I Delta: 50° 58' 22.9599' Type: LEFT z � o p ius: 600 m Cly os O n 0 rn w O -t 0) N O m Cn w 0 Cly rn w O Ln rn a) O ri rn O frs N w N 1- rt r°d co (ry rly r, rq W w 1+ N ri N LD w Liy 011 ri ri ko ass %D Lfy ri r♦ co w I`� r! ra ri w w 06 rt to 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 BELLUNO COURTPUBLIC ROAD DESIGN SPEED=25 MPH =618.38 SED 4" G.V. & BLOW -OFF F34 ME 570 OR 15+50 16+o0 16+25 NOTE- ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 2oo7 ROAD AND BRIDGE SPECIFICATION 303.04 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 & WJL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE MA 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. O � C z o tr ,w ,w z �z 6 w 0 CL = J _ p 0 �p o� C 0 d 0 � Q X 0 c � s E0 z c �j z s� z0 to U o` E� > n L) 0 X :r. O 0 o i 0 0 0 Vj0 E 0 . a- '0- 0 - '0-0 m 0 60 BELLUNO LANE Curve Point Data Tangent Data Description PT Station Northing Easting R �' 630 Sta rt: 10+00.000 3980534.28o 11501677.076 End: 10+16.711 3900531.818 115o1693.6o4 Length: 16.711 Course: S 81Q E O C-1 31' 38.8993" SCOTT R. COLLINSrwk Curve Point Data U Lie. No. 035791,E Description Station Northing Easting 625 16 fl14j, PC: 1o+16.711 3900531.818 11501693.604 RP. 3900235.092 115o1649.404 ONAL PT: 10+46.950 3900525.865 11501723.238 END CUL-DE-SAC Delta: O5° 46'30-7510" Type: RIGHT PT: 15+45.059 39oo694.997 11502159.897 C STA.15+go, ELEV.=619.10 Radius: 300.000 Delta: 09° 42'20-4516" Type: LEFT Length: 30.239 Tangent: 15.132 Radius: 350.000 ty 620 Mid -Ord: 0.381 External: 0.381 Length: 59.272 Tangent. 29.707 PROPOSED 4" G.V. & Chord: 30.226 Course: S 780 38'23-5239" E Chord: 59.201 Course: N 500 30'33-7742" E ' FILL TYPE ABLOW-OFF Tangent Data --_- ___.----_----- 575 Tangent Data ' Description PT Station Northing Easting STA. 15+97 ux (TYP.) Start: 10+46.950 3900525.865 11501 723.238 Start: 15+45.059 39oo694.997 11502159.897 End: 15+89.852 3900726.305 11502191.932 12 z End: 11+12.377 3900509.762 11501786.653 w w Length: 44.793 Course: N 450 39'28.5483'E - -- 615 Length: 65.427 Course: S* E 75 45'08.2484" O U O U - Curve Point Data PROPOSED A.R.V. Description Station Northing Easting F-- O 0 !- O 0 STA. 15+94 PC: 11+12..377 3900509-762 11 0186. 5 7 653 z 0 <c } > Cd RP: 3900703.610 11501835-876 620 � z z _ PT: 12+90.3o6 3900543.3o8 11501955.472 U Delta: 50° 58' 22.9599' Type: LEFT z � o p ius: Rad200.000 Uj LU Length: 177.929 Tangent: 95.337 0 p Ce Mid -Ord: 18.463 External: 21.561 M 6o5 Chord: 172.120 Course: N 78° 45' 40 3717" E � '-' m m ------ N Tangent DataUj c>! a- Description PT Station Northing Easting > aa- Sta rt: 12+90.306 3900543.308 11501955.472 W0 w End: 13+52.756 3900580.651 115o2oo,.526 600 Length: 62.450 Course: N 53016' 28.8920" E Curve Point Data ce LU Lu Description Station Northing Easting PC: 13+52.756 3900580.651 11502005.526 RP: 3898977.628 11503201.485 595 PT: 14+25.576 39Oo623.3-24 11502064.672 Delta: 02o 05 10.1081 Type: RIGHT Radius: 2000.000 Length: 72.820 Tangent: 36.414w :`+ N Mid -Ord: 0.331 External: 0.331 Chord: 72.816 Course: N 54019' 03.9459" E CDE i 590 Tangent Data Description PT Station Northing Easting Start: 14+25.576 39oo623.124 115o2o64.672 End: 14+85.787 3900657.348 11502114.210 385 Length: 6o.21i Course: N 550 21' 39.0000" E 570 OR 15+50 16+o0 16+25 NOTE- ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 2oo7 ROAD AND BRIDGE SPECIFICATION 303.04 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 & WJL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE MA 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. O � C z o tr ,w ,w z �z 6 w 0 CL = J _ p 0 �p o� C 0 d 0 � Q X 0 c � s E0 z c �j z s� z0 to U o` E� > n L) 0 X :r. O 0 o i 0 0 0 Vj0 E 0 . a- '0- 0 - '0-0 m 0 60 Curve Point Data Description Station Northing Easting C3� PC: 14+85.787 3940657.348 11502114.210 r' RP: 3900945.310 11501915.268 580 PT: 15+45.059 39oo694.997 11502159.897 C Delta: 09° 42'20-4516" Type: LEFT Radius: 350.000 ty Length: 59.272 Tangent. 29.707 Mid -Ord: 1.254 External: 1.258 Chord: 59.201 Course: N 500 30'33-7742" E d' --_- ___.----_----- 575 Tangent Data ' ----_.__ Description PT Station Northing Easting Start: 15+45.059 39oo694.997 11502159.897 End: 15+89.852 3900726.305 11502191.932 Length: 44.793 Course: N 450 39'28.5483'E tV 570 OR 15+50 16+o0 16+25 NOTE- ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 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 2oo7 ROAD AND BRIDGE SPECIFICATION 303.04 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 & WJL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE MA 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. O � C z o tr ,w ,w z �z 6 w 0 CL = J _ p 0 �p o� C 0 d 0 � Q X 0 c � s E0 z c �j z s� z0 to U o` E� > n L) 0 X :r. O 0 o i 0 0 0 Vj0 E 0 . a- '0- 0 - '0-0 m 0 60 CL O z 5 L- 7.0 ,j 0 0 er 0 v L- 0 v nsE E -0 0 0 0 c ti 585 590 I 1 R;i+2 VDOT STD. MH C, 0XISTING _J M en -1 0 F`4t C W i ,r- GRADE (TYP.) 590 - STR.-46 VDO 1 %-4') TP=579-10 PROPOSED GRADE 58o I 1 (TYP.)� I TF FT 47 T_F_FTTT__TT F... Rev. Oat T5 --I, TP=579.67 INV IN: 574.90 TO 44 l'- 0 0/ q 0 Ln _1 INV N. S7S.4o TO 48 INV OUT: TO 85 PROPOSED VDOT STD. ES -1 In .4 0 1� Do 0 rn LM lei INVIN:574.goTOSo- 0 . r, 0 Ln In 575-3o 44 W/ RIPRAP OUTFALL 100 yr. Flood plain INV OUT: 574.80 TO > r! zi1: :3 STR:48 VDOT STD. DI -3B (L=12') CA In 0 Design AHWdepth '09It cl?9�575C) 595 >> TP=579.34 - A21 b�F 5 - PROPOSED UKADE (TYP.) YP.) z z INV OUT: 575.86 TO 46 Vdd za, d . .... 4•.1 A; 5, Q=3.48 cfs Shoulder Ln z z EXISTING CULVERT elm 579.25 L5801-1- PROPOSED VDOT STD. EW -1 580 INV. IN=574.40 NV. 0 UT=546.67 w/ RIPRAP OUTFALL570 M IN ACCORDAWIX WW NOTES4 ROAD AD SFWK RI$KASSES2y.ENT FOR PLASM PIPE. THE LIMITS OF THE Q_4iSS 1 OAaGU UATMAL WALL W EXTUM TO tr AWVE THET'De OF THE "M 1 1 1 EXISTING CULVERT 'MIN. 25" RCP -1-1.26 LF @ 4-08% Q 2 = 2.56 CFS OF RPE CLLVERTS STORM SEWERS CIRCMAR WE kDOING AM 13ACI(FILL - MET" "A!' Delours Availabte Length 590 INV. IN=574-40A 0 10 = 3.48 CFS .04, Overbpping Stage rq CD 0 575 0 = CFS I 575 4- P., Inv- El. 578 C6 r11 06 Cr_�� r-1 CFS Criteria and Signkant Impact In Lz Ln In Ln GL (TYP.) INV. OUT=574.75 is" RCP 31.87 LF @ o.63% is" RCP sit RCP 6.63. LF @ 0.76% 570 1 1 15-32 LF @ o.6s% 570 0 Ln Ln g 12�, 00 In Ln -0+25 0+00 0+50 1+00 1+50 1+75 1 STR-48 - OUT I VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 05 &*a a a* " Ityr. A ( IN FEET ) 1 inch = 50 ft. srmxmw Itm AND WALL nomom VAINES SEMICIN A -A NOTEV I. TN[ WANUM offm SLAB illi -110 To W Um ONLY WM* SPIDom 1w THE MAN 04 'Pt OW*VM "AW *W AMVIX IM MAINW OW21M, M A= w 0 S �Rw X3 &"X ww"T 0V a i rm 9 MS cram MAI" A m s L'iET TT 1E Q"QFM LOCAMEO MOW WE M_ a&= Z Tilt COST 01'""t %-1 15 NWM IN TK DOST W TIE STMMUC M AfXFSS AlK TO tE 3TA6fEIL10 FiXfY OIE 30E OF 5TIMET11111E TO 7M 0 SECTION 0-5 a J tftW VfNF_ W10% ARf TD WE STACOfffO ACOON)OMY. 'E I Is Um a & C -C TYP. S 13V 1.9wa. TYPICAL PRECAST UNIT Xvrx-TT Rte, me swK gr*nwm TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, TW 111VISION OAIM MANHOLES AND JUNCTION BOXES 3(12 VN"k WAMWW or "U611FINITATM 0 ED VDOT STD. ES -1 S801 t4XISTING GRADE (TYP.) I NV. IN=578.00 1 575 1 570 -0+25 0+00 0+50 1+00 1+25 CULVERT #2 1 625 STR:36 VDOT STD. DI -3B (L=10') TP=613.36 INV IN: 6o6.85 TO 38 INV OUT: 6o6.75 TO 34 PROPOSED 4" WATERLINt CROSSING 620 1 1 STR:34 VDOT STD. DI-3BB (L=12') TP=6:L3.40 INV IN: 6o6.4o TO 36 20 EXISTING GRADE (TYP.) INV OUT: 600.5o TO 32B 0 VIM I M o A0 U o I - 63.o 0 r a a .6, STR:32 VDOT STD. DI -313 (L=14') >>'0 `100) T CD 1.3 200 TP=602.52 f4 0 INV IN: 596.u0 TO 32B I M L11 :io r INV OUT: 5,96.00 TO 1- 0- >> kn zz 1605 I V 1 I Il Plan SheetNo. 1 z 0- 0 TF FT 47 T_F_FTTT__TT F... A ( IN FEET ) 1 inch = 50 ft. srmxmw Itm AND WALL nomom VAINES SEMICIN A -A NOTEV I. TN[ WANUM offm SLAB illi -110 To W Um ONLY WM* SPIDom 1w THE MAN 04 'Pt OW*VM "AW *W AMVIX IM MAINW OW21M, M A= w 0 S �Rw X3 &"X ww"T 0V a i rm 9 MS cram MAI" A m s L'iET TT 1E Q"QFM LOCAMEO MOW WE M_ a&= Z Tilt COST 01'""t %-1 15 NWM IN TK DOST W TIE STMMUC M AfXFSS AlK TO tE 3TA6fEIL10 FiXfY OIE 30E OF 5TIMET11111E TO 7M 0 SECTION 0-5 a J tftW VfNF_ W10% ARf TD WE STACOfffO ACOON)OMY. 'E I Is Um a & C -C TYP. S 13V 1.9wa. TYPICAL PRECAST UNIT Xvrx-TT Rte, me swK gr*nwm TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, TW 111VISION OAIM MANHOLES AND JUNCTION BOXES 3(12 VN"k WAMWW or "U611FINITATM 0 ED VDOT STD. ES -1 S801 t4XISTING GRADE (TYP.) I NV. IN=578.00 1 575 1 570 -0+25 0+00 0+50 1+00 1+25 CULVERT #2 1 625 STR:36 VDOT STD. DI -3B (L=10') TP=613.36 INV IN: 6o6.85 TO 38 INV OUT: 6o6.75 TO 34 PROPOSED 4" WATERLINt CROSSING 620 1 1 STR:34 VDOT STD. DI-3BB (L=12') TP=6:L3.40 INV IN: 6o6.4o TO 36 20 EXISTING GRADE (TYP.) INV OUT: 600.5o TO 32B 0 VIM I M o A0 U o I - 63.o 0 r a a .6, STR:32 VDOT STD. DI -313 (L=14') >>'0 `100) T CD 1.3 200 TP=602.52 f4 0 INV IN: 596.u0 TO 32B I M L11 :io r INV OUT: 5,96.00 TO 1- 0- >> kn zz 1605 I V 1 I Il (TYP. boo PROPOSED VDOT STD. EW -1 w/ RIPRAP OUTFALL I I INV. OUT=595.50- 1 595 1 -is" RCP 42-42 LF @ 1.18% 590 1 1 .11 -0+25 0+00 W__,iiini Project Hyland Park Plan SheetNo. Designer AML, PE z 0- 0 Sheet 2 of 2 Culvert #2 Rev. Oat T5 --I, > LLJ z it, In .4 0 1� Do 0 rn LM lei In 00 r4 Ln 0 a, SSI: ii 9 HYDROLOGICAL DATA:F UJ 100 yr. Flood plain elm >q %0 0 f4 CA In 0 Design AHWdepth elev. 595 Structures A21 Ireq. TM[ev. Culvell* DA=1.58ac., Cw=0.45,Tc=14.0 min., 2-yearQ=2.56cfs, 10 -year 'or �}('/ t 4 ..I ! � t /y�+!.'� Vdd za, d . .... 4•.1 A; 5, Q=3.48 cfs Shoulder Ln z z elm 579.25 It U-1111 elev. 578,67 M IN ACCORDAWIX WW NOTES4 ROAD AD SFWK RI$KASSES2y.ENT FOR PLASM PIPE. THE LIMITS OF THE Q_4iSS 1 OAaGU UATMAL WALL W EXTUM TO tr AWVE THET'De OF THE "M SPEWWTKM 117=!" OF PFE CLLVM" FOR CfNERAL NOTES ot&WRIEL MV09111EET AND STORM SEWERS EM MA 0 W10A." 70 THE UM Z%JR!1%F *0 KH SPECIF'IMATIONIL ft MAY HE Q 2 = 2.56 CFS OF RPE CLLVERTS STORM SEWERS CIRCMAR WE kDOING AM 13ACI(FILL - MET" "A!' Delours Availabte Length 590 (TYP. boo PROPOSED VDOT STD. EW -1 w/ RIPRAP OUTFALL I I INV. OUT=595.50- 1 595 1 -is" RCP 42-42 LF @ 1.18% 590 1 1 .11 -0+25 0+00 W__,iiini Project Hyland Park Plan SheetNo. Designer AML, PE z 0- 0 Sheet 2 of 2 Culvert #2 Rev. Oat Cale 12f7117 > LLJ z it, In .4 0 1� Do 0 rn LM AHWControls In 00 r4 Ln 0 a, STATION: HYDROLOGICAL DATA:F UJ 100 yr. Flood plain elm >q %0 0 f4 CA In 0 Design AHWdepth elev. 595 Structures elev, Ireq. TM[ev. Culvell* DA=1.58ac., Cw=0.45,Tc=14.0 min., 2-yearQ=2.56cfs, 10 -year 595 Q=3.48 cfs Shoulder Ln z z elm 579.25 elev. 578,67 DISCHARGES USED RI$KASSES2y.ENT _J ADT GRADE (TYP.}590 Q 2 = 2.56 CFS Delours Availabte Length 590 0 10 = 3.48 CFS Overbpping Stage 0 = CFS _�r 0 0 Nt Ln I- 000 Flood Plain Management Inv- El. 578 So= 5.11% Inv. El, 574.67 CFS Criteria and Signkant Impact Orifi. Gr. Elbe Lz 65.16 Orifi. Gr. Elev. CFS CULVERT TYPE & SIZE 0 0113 HEADWATER COMPUTATIONS CONT HW, ELEV.C.M. OUTLET VELOCITY End Tr TrwL COMMENTS INLET CONT. OUTLET CONTROL HWID HW Ke do I (do -D)12 ho H I.So HW 585 Smooth Proposed 15' RCP Culvert (2 yr) 2.56 2.56 1 0,76 0.9 0.5 0.6 0,93 0.93 0-1 3.3 -2.3 0.9 8,29 VDOTSTD.EC-1Class A1 OulletftWlion Ln z Kz .......... Lip,061, 15-' RCP 17R Proposed 15" RCP Culvert (1.0 yr) 3A8 3.45 1 0.9 11 1 0,5 1 0,6 11.93 1 0,93 1 01 3.3U-_ Z3 1.1 1 STR:38 VDOT STD. DI -3C (L=4') TP=6'12.83 INV IN: 607-10 TO 40 INV OUT. 607-oo TO 36 625 1 1 1 STR:40 VDOT STD. DI -313 (L=8') TP=61S.5o INV IN: 6o8.6o TO 4oB 4INV OUT: 6o8.5o TO 38 4-1 6201 STR:4oB VDOT STD. DI -3B (L=14') TP=615.5o INV OUT: 608.83 TO 40 1 1625 1 4" WATERLINE CROSSING I VA/ List' RCP 33_99 LF Ca) 1 0.72 7 1 1 605 3.3'- - is" RCP 32-13 LF @ 4.36% 15" RCP 28-53 LF Qa o-53% 600 -1-4 00 \�_PROPOSED C? SEWER SERVICE LATERALS (TYP.) V. .5" RCP 32-01 LF 0 i.oq% PROPOSED 4" WATERLINE CROSSING 595 15" RCP 31-97 LF @ 0.78% ISED 8" SANITARY I , CROSSING V.0 M r ter'. 0 (4 Idl 0 Ln M 00 W? OR 0 �t 00 ri fl:) N 0 't rq rq Ln 0 0 rq N 0+50 1+00 1+50 2+00 2+50 STR-4oB - SWM 590 3+00 3+25 NOTE: ALL DRAINAGE STRUCTURES OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST -1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 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. �. M00 EXISTING GRADE (TYP.) 0 -0+25 0+00 0+50 1+00 2+50 2+00 2+50 3+00 3+25 STR-52 - STR-42 NOTES: i. ALL FIILLTO BE PLACED AT 95°x6 COMPACTION. 2. MINIMUM 3.5'OFCOVER MUST BE MAINTAINED OVERW/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 22A 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 302.03G. I SCOTT R. COLIANSZ Lie, No. 035791 ONAL leAl�r z 0 z 0- 0 M 0z< a U) � < > LLJ z it, In .4 0 1� Do 0 rn LM In 00 r4 Ln 0 a, UJ ce >q %0 0 f4 CA In 0 595 MZO H >> > LA i- z 595 Ln z z PROPOSED GRADE (TYP.}590 590 _�r 0 0 Nt Ln I- 000 tn I- F- Co 1- 0 0 4. 0 T C, > Irl M Ln Liril- 585 585 C4 r*, 2:2 --) Ln - - 0 > >> Ln z Kz .......... 15-' RCP 17R 580 2.5' MIN. 128.66 LF @1-36% 580. 575r 575 RCP' UIGL 150-55 LF @ 4.05% (TYP.) 570 1 1 570 ri � CO 00 11 IR 0 fq I� r. r�l cn C4 0 OR q 0 C4 OR r! Ln r _ rq 00 0) N r*1 00, ri W w ri 00 0) ri co 0)1 M %D w Cn a) 0 M In Ln Ln En Ln U) LA U) Ln 141 -0+25 0+00 0+50 1+00 2+50 2+00 2+50 3+00 3+25 STR-52 - STR-42 NOTES: i. ALL FIILLTO BE PLACED AT 95°x6 COMPACTION. 2. MINIMUM 3.5'OFCOVER MUST BE MAINTAINED OVERW/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 22A 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 302.03G. I SCOTT R. COLIANSZ Lie, No. 035791 ONAL leAl�r z 0 z ui M 0z< a U) � < > LLJ z it, UJ ce CL m v'z "H fp T' % Y S S T SCHEDULE TOTALSI ��'PLAN I f -3 SYM BOTANICAL NAME COMMON NAME SIZE CANOPY (sf) fyi QU4NTITY COV UV "'OTT R. COLLINS"?,. 90 -9 QP 471 QUERCUS PALLISTRIS PIN OAK 3 1/2" cal. L Lic. No. 035791 _77-711=1 "171�17 �77 �7 7 7 >< j NOTE- V6 -7 V, STREET TREES PROVIDED 4o'O.C. AND 5'-,lo'FROM PROPOSED UTILITIES. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE A, K jONAL E�� HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED M NIMALLY AND ONLY V" X, ........... TOTAL STREET FRONTAGE 3,581' TO SUPPORT THE OVERALL HEALTH OF THE PLANT. N --- ------ - 3. 3 REQUIRED STREET TREES: go (i TREE PER EVERY 40'OF STREET FRONTAGE) PROPOSED STREETTREES: go NOTE: 2,752'OF STREET FRONTAGE ALONG GLENLEIGH ROAD �4 REQUIRED STREETTREES: 44 PROPOSED STREET TREES: 44 NOTE: -i,=8'OF STREET FRONTAGE ALONG BELLUNO LANE /V -OT 4 4 Z, L 4� REQUIRED STREET TREES: 28 PROPOSED STREET TREES: 28 Uj Uj N, 4*A NOTE: 7='OF STREET FRONTAGE ALONG BELLUNO COURT N M: REQUIRED STREETTREES: 18 0T:Lq \11 ; \ 'k 'Y� A 4 %-Z _s\_ '28 0 PROPOSED STREET TREES. X/I V >_ j LLJ 'Ao/ LOT,,� > NOTE: SEE SWM PLAN FOR BIORETENTION BASIN PLANTINGS. 0 0� 0 r% M 0 > > U) z _j < EXISTING WOODED AREAS ON-SITE ARE PREDOMINANTLY DECIDUOUS, WITH MINIMAL EVERGREENS INTERSPERSED. < Cd Cd 4, - 4 1 1 1 , I , 'I \ - , V 0 '7 _j < U X A ce- N % v LLJ V" c; 014' S Z _j LLI LLJ 0 < x z' C� 0� Ce R < < Uj Iv, -1 ALL I NEES' TO- 8 PRE�SrRVLD AN _BEMXRkLb41TH'PAINT'OR RIBBON A� A HEIGHT CLEARLY VISIBLE'TO EQUIPMEN 0 tn 2: z 0- I �6 PER TOkS. A" LOT,:zb � �Kn'W' % z z 6 �ROTEC��b 414ALC > LU LU NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED 1:0 ca BY THE COUNTY ENGINEERING DEPARTMENT. _j -1 'OT LID -7 < > Ce Ce 12. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE I f 4, 1 ul LU UJI I-V DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. CL ce _t Ili LLJ AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH Uj Ek E G E (s Af) L T3 3� TEMPORARY EROSION CONTROL MEASURED (n (n FHAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. > > LLJ Uj ce 4- FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. YZ -5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. N x NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND -LOT'a -4- 1 k % � r APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. /6� -7 WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY ......... 7 WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED ........... TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL 1992 3.39 TO THE FURTHEST EXTENT POSSIBLE. ...... 'Zif'KI[PIPANITI Y nAKAAr-'P- PP -P -nm ROOTS OF TREES TO BE PRESERVED AND PROTECTED FENCING AND 00 00 00 Jul I CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE: 1 00 S' '8. ANY DAMAGE TO THE CROWN, TRUN T CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A K, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ......... Uj NAA"�, ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMEN L T ...... PROFESSIONAL FORESTER OR TREE SPECIALIST. _QT ................... ..... -9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING J Nx t HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. P., % 10, TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL C V. LEAN -UP, ----------- ....... f f 0.% .7 G ...... A FLdg vt r 1h, IM Ix I CY) V, X ------------ LOT �,LIMITS OF TREE CLEARING (TYP.) A4 PH z BY iE 0) qR9AD- % 25 M L9 Ak' (T CN . . . . . . . . . . TREE PROTECTION FE I cri X Q, -AI V v, Cf) + V, (D -EXISTING TREES IN THIS V A I t AREATOREMAIN N + + '-Y V, 0 V V) "X/ W ILLF LIJ > < 3 Uj LLJ N Z va_ Dswc Plate 338-2 0 Source > Ld > . ..... U3 �4/ 4-zz A I \ k /1 1-7) 1 ", n� _j 11% W M - 401 F- 0 _j 0- r County of Albeinarle -6 A L9 Conscirvation Plan Cheeklist-To he placed on Landscapel' ns CL jUndbook, pp IR -284-111-297 for complete spedfications) c> x be a) Tb� L 0 < 'x .v, of trea to be sav,�d); 93 Trees to bes'aved' F__4 W Lingo of clearing (ou"-idc driplin I�jjelng; CL I,Q(VtL4Dn jUld type. Of Wn ED Gjade changes rloquinni; true wells Orwafla; V L (0 C. A V N� x V U-1-29 0 U) VA Pmpi,�sed trenching or tunneling beyond the limi a of clearing - ----- V W ceadyvs to �eopmeutoperators+ a beert inspected andWoved by a Couuty Impect". >1 gin unti I the tmn ntaii;ring ha- x Ll All fteesto besavedsliall be watize0with �or ribboq at a heiZht I iib t No gradm�, *A1 be, 7�7 tc � R ki, H ff" ALE tO T_28 Z E 4L&Qnstruction 0 IU Trct�L prcsavatiori and pioteviOn rrimu=s shaU be rcyimcdAdth the contractor onsLtt, cu Ul CD Ennipment OuReLtIon —and Starim., LU 1-27, 4 -fines c� trees K's ID Heafy equipmenL vehicular traffic and alprage ofconstiuction materials including!3oilsball net be prafitted withira The drip f ca. to be save(L IN/' Lj ED 41 W -AIX 2 TREES UP TO 4!'CAL. SHALL BE STAKED .... .. 8 QP LI Such devices shall not advenAyaffed trees to be save& WITH 2-2"x2" HARDWOOD STAKES. z Lj F_ fro, TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, 6. Fires. Fim m not petruittedwithin 100 fm of the drioline of tree% to be saved. ANDTURNBUCKLES. LOOPHOSEAROUND C) TRUNK. FLAGWIRES WITH COURVEYTAPE. 0 7' T!!��ah, shall not be stmed %vithin 100 feet of the dripline of tree% to be �5avod. tjj REFER TO SPECIFICATIONS FOR DOUBLE STRAND #12 GAUGEWIRE _0... _C3 WITH RUBBER HOSE& TURNBUCKLES S. FURTHER INFORMATION C: LI Trm to be tetainA within 40 P�A kxfa,pr�Wed budding crgrading aofivityshaU be protected by fencing, ��d ap4, approved by a Cquaty Irrpector Inior to grad-rw Q_ t5' 2"x2'HARDWOOD 5TAKE 0 71 < 2 9. msh;-uctiou detail CUT & REMOVE BURLAP FROM TOP > Ej when the growidlevtl mustbeiaised within dLedripliut� of atr= to bcsavtt > -0 GUYWIRES V41TH RUBBER HOSE AND A 4; LV I TURNBUCKLES 213 UP TREE SCARIFY SUBSOIL TO 4" MIN. DEPTH -6 0 .4 a tre,�we4l hall be provided and a, m 1/3 OFBALLA5 SHOWN zubruitted for approval. C) )> C:> �9T 3A --- x 7- 10 Wjje�n the grounrl tevet must be 1mvered withn% the dripLine a tree to be saved, a time walL sliall be provided; and a construction detail 2"X2" HARDWOOD STAKES, ALIGN CN MULCH SAUCER 0 TOPOFSTAKES T23 submitte4 for apj?"�al. 0 v, I FINISHED GRADE (D jEfflI;Wg apA T-Liejlm�g- MULCH SAUCER LLJ an Ed t erna live when it is anticipated that necessaty,trenothng voll dzstroy f(*-deT mots. wideralargetme shall be ocmsideed as TREES4" CAL. OR LARGER SHALL BE F o, Nq;3 o 3 umt n TREES UP TO 4" CAL. SHALL BE STAKED. JD iybm (renching i!i mqvked widua the limi i� of clea;jn?, it Add be do e3 rar a%V from dw 4 fir, 5 P s ibi T 01i AMENDED SOIL MIX x GUYED WITH 3 EQUALLY SPACED '12 GAUGE WIRE WITH HOSE 12. clexhup: TWISTED, # AND TURNBUCKLES. LOOP HOSE LU :3 E AROUND TRUNK ABOVE BRANCHES C- 0 (n 13. P&xpftedTrew� AS SHOWN, FLAG WIRES WITH 0 spd6alisL CUT AND REMOVE BURLAP FROM TOP D sliall be treated itmnediate�y 4y pruning, fertilization or other methodb COURVEY TAPE. REFER TO SPECS rt.�ouuuended. by a txce :3J3 OFBALLAS SHOWN =1 P FOR ADDITIONAL INFORMATION. 711 -ELOPER'S RESPONSIBILITY TO C-ONVERWffUTHE CONTRACTOR OIN TREE CONSERVATION ?'V LOT io\ AMENDED SOIL MIX NOTE� E DEV 162126 0 REQUlR9'.v1ENT$. SCARIFY SUBSOIL TO 4"MIN. DEPTH ... ...... I 1=1 I F_=9 I 1=1 I I COMPACTED SUBGPADE ----------- COMPACTED SUBGRADE SCA 6/30/17 \1 '1 1 F_-_1 7E OWNE TlRL7 (DATE) f 1 =60 I -A ...... ""A > Evergreen Tree Planting Detail SHEETNO. Tree Planting and Staking Detail Q) ck, 'T PURCHASER SIGNATURE (DATE) Not To Scale ....... COINTRAC Not To Scale 14 BA�JN B 511106 Page I Of I (D 1 �'J x F -466A A 472 A 6 _4 I(- VA�f i 46� :4" OA7 . ..... SCOT �,!L m 1jr v, �*SCOT R. COLLINS U Li C Lic. No. 0357914::� lj� lj J, '0 4 v, A, �()XAL V, AB . ...... . . V -:7 Ile, X AAA 7V M 7L 7, g ...... ......... z 0 A tv k N P u En rn ;7 uj :D zo < z L - I uj \% A �-X \% 1\x A�' AK: --j A Z,� N LLI LU LLJ in W. LIJ uj ce 000 co V� j UJ -4 -4 14 'j- t 1 N 6 i;z L T1 )-14 :'X 4" �7j T qv f x ri %�,+"+tVl; t:47411,t i� Y. 0 At 4 - - - - - - V/ j> r y r T Yly Y - RD i IA FL Tl! N X % - "X N �K, Z, 14% N fs k L N q zz� 16! -S.77-1 lk J f A AVIANO WAY V N V N, j Y j 7- N z z .... . . .... 160 20 < Structure Area (Acres) Cw t, (Min.) 4 0.13 0.65 6.0 6 0.07 0,65 6.0 8 0.27 0.65 7.0 10 0.40 0.65 7.0 12 0.34 0.60 7.0 14 0.42 0.60 8.0 16 0.49 0.60 8.0 18 0.53 O�60 8.0 22 0.19 0.65 6.0 24 0,19 0.55 6.0 26 0.39 0.30 7.0 28 0.65 0.55 7.5 30 1.05 0.50 13,0 YD -2 0.46 0.40 10.0 YD -4 0.10 0.30 7.5 YD -6 0.22 0.30 8.0 YD -8 0.07 0.30 6.0 YD- 12 0.41 0.30 7.0 YD- 14 0.21 0.30 6.0 YD- 16 0.15 0.30 6.0 32 0.20 0.65 6.0 32B 0.09 0.75 6.0 34 0.50 0.65 7.0 36 0.33 0.65 7.5 38 0.11 0.65 6.0 40 0.09 0.70 6.0 40B 0.32 0.65 TO 44 0.32 0.55 6.5 46 0.07 0.50 6.0 48 0.71 0.50 6.5 C ULVERT- 1 1.14 0.39 11.1 CULVERT -2 1,58 1 0.45 14.0 > f J N < A �,v x T- 14 F- ff N 0 CL SCALE " = 8 0 SHEETNO 15 L c (L E Z c L -c 0 -0 0 0 SCALE " = 8 0 SHEETNO 15 L c (L E Z c L -c d z ry w LU z cD z w z J J O U tf1 C O U C 61 U! N 43 I Q x v v 0 0 cr c c c 0 v c O U i "O L7 O C "c c O 4D U t` N m c O U O RT a.� O c i L dl Q I N I O iLP,,HI LANE EM, ERGEI'NCY Ai _7 1 11 570 ! —\� 570 I -_-3 5' a--�------- i i 1 i ' ---- ---- - - — ---- -- -- --- 565 565 IN ( I 560 � 1 560 G'� 8, 555 _ _� i \ ~ -- 555 ; 550 ( $� ` _ - -- ------ — -- - 550 545_L 1 --_ . 545 PROPOSED GRADE (TYP.) \ \ \ 540 _ _( ! i �^ — -- --- __ _1 o I _— _--- ----- 540 \s I 1 -- 535 I I � I �• I EXISTING GRADE (TYP.) o � � ; 530 ( ; 530 525 ' - ---' --------- -- --- -- 525 i as Ln LO Ln Ln i f 35 Ln Ln u: LALnan ( 1 520 520 -0+25 0+00 0•x-50 1+00 1+50 2+00 2+50 rn m r H t10 ,-i ua 625 EXISTING GRADE (TYP.) — -- e_ p Pte" ,,___—___-•__ s 165 M-1 SMI 6s.0 ' -- ---- ! °_.._ _— — 610 �I I 60 Fdo ROPOSED GRADE (TYP.) 6q0}� j —__ _ – -- _ 600 / 595 I _ _ _ _ 595 dpi! 590 '` I _ _ — — ---- — 1 --- — — -- 590 • sMUM 1164, t0 co 0 0 00 r1 rn 0 Ln 00.p. iii ,o Ln 0 r�'1 e11 kq q rI 0 W w LA?9 q V r! tri h cxIR N 0 rd rf t�7 ri s i rI r! rl I.fy S, 'f3 t 3 L�Pi LO -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 3+00 3+50 4+00 4+50 5+00 5+50 5+75 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 { IN FEET } 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 { IN FEET } 1 inch = 50 ft. 570 r 3'5' e LGLENILEIGH ROA - Ftp TANA DRIVE INTE RSECtION m 560 RUM 565 I • EXISTING GRADE {TYP.)—/ `1` 555 ~ `�,, 555 i 550 _ _ ___..._ _ _ 3.5' 55 545 I - ------ -- -- — _ _. — `—i 545 o\ I PROPOSED GRADE (TYP.) \ 540 i ! I `o'��,�. 540 1 535 1 530 1 525 1 520 535 1 312 or SCOTT R. COLUNS *Z Lie. N0. 035791,E `Cl 1%Y-10NAL h d 8 a -0+25 Z a 1+00 1+50 2+00 Z ui o Z 4+00 4+50 O 5+50 H � w H ; c H � W c _T_ E h d 8 a -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 N _T_ hl rhv v IO uj Z 1 $ 58 �l `d �w I Li! z 0(D — -- -� ----- --- S1G%�il _ DISTAt10E-a fl a w 3 5" C--CZ 3"5� W 6 0 n- J - o Lun �_LOCATION OF EXISTING DRIVEWAY 0 u / ROPOSED GR DE (TYP.) XISTING GRADE (TYP,) _ID - FZI ami c 575 C) ___ ---r------ - --- — r'Y .� _ 0 Lu r 570 00 ry --LOCATION tiOF EXISTING DRIVEWAY 1 ( 3 -0+25 0+aa 0 Cr K c Lij p �� w o wrn z uj C) z .0 0 UJ (_ U) Z J 0 J 1 U mi Epi O o C CL 7 _n 0 CN C) x O 93 U v � 77 -N� C LL1 p 0 .-,. ,.. rr'WrUaLU JLUl1 r i .'. ..1d'LU 6�A ill - 4 DI TAN EAS M T 0+50 :!`�•, �? ` .+,� --•'.' . .": , ` „ , ,,� •. � .. ,:. � ,. , ,. , ... ., � �$� 0. ill E _..... A _ n s �S �/ • r� ,. JOB 110. JL 'j SCALE r.162126 = a v , t , } � F . 1 ":=50' ! i �� � / F g ` ` ,,. DELPHI LANE & LENLEIGH ROA SHEET'NO. a' v SIGHT DISTANCE EXHIBIT 7 a y F. SCALE. —