Loading...
HomeMy WebLinkAboutSUB201500173 Plat 2015-11-25F007HELL CROSSEHG PHASE VE PRIELE MEHA Po-x,%,V SUODEVESEOH 12LA---v- WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA GENERAL NOTES OWNER: DAILY, EDMUND J & CHRISTOPHER DAILY & 5,618 SF CYNTHIA DAILY DICAN/O 100 326 NASSAU BOULEVARD 1 GERARD E GARDEN CITY PARK NY, 11040 DEVELOPER: RIVERBEND DEVELOPMENT, INC. -6 sIDENTIAL LOT 2 455 SECOND STREET, SE SUITE 400 G- 731 5 ,6o6 SF CHARLOTTESVILLE, VA 22902 A T7N: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K LOT1 CHARLOTTESVILLE, VA 22902 .. 5,825 SF (434)293 -3719 TAX MAP NO.: PART OF 05600 -00 -00 -05780 TOTAL AREA: TOTAL AREA OF PARCEL IS 26.875 AC. TOTAL PROJECT AREA: R -6 PROPERTY ONLY - 12.15 ACRES (14.57 R -6 PROPERTY - 2.42 ACRES 112066 OPEN SPACE) R -1 PROPERTY TO REMAIN FOR FUTURE DEVELOPMENT ZONING.- R -6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT SCALE (R -1 RESIDENTIAL POR77ON OF THE PROPERTY NOT A PART OF THIS PRELIMINARY PLAN) NOT BE FURTHER DIVIDED. DENSITY- ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT 6 DU /AC CLAUDIUS CROZET PARK INC 12.15 ACRES x 6 UNI IS / ACRE = 72 UNI IS 11.6650 ACRES Z B 1 6 RURAL SAS PROPOSED DENSI TY 43 UNI IS (3.54 UNI TS /ACRE) PROPOSED DENSI T Y STREAM BUFFERS. • THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED) IN ACCORDANCE PROPOSED LOTS. 43 RESIDUE LOTS: (FUTURE DEVELOPMENT LOTS TOTAL: 45 PROPOSED DENSI TY 45 UNI TS/ 12.15 AC. = 3.70 DUTAC. OPEN SPA CE.- IF TH OP SCOTT R. COLLINSZ U No. 35791 11, `Aj r — LOT 2i t :I LO - T 8 N _ 3 1 - �I "- EXISTIN = != 08 SF \ G SWM 1 AGILITY _ 5, 5 PHASE I �.... � LOT �'v6,° \ i �:, FOOTHILLS CROSSING If - ;; ` 4,925 SF ...... .... S° 0 Fss v "" CURRENTLY UNDER REVIEW '.. <. I ! LOT 1 z 5,045 SF I 4 LOT 42 LOT 43 FOR AP.PROVAL__ ' 4,800 SF { 680 F ( 680 SF I �:: 4, S 4, o CE , LOT 22 '•'• -1 rr \ jz:42 "•AC#2S'�pE�l SPACE: ► 1� / ' d 5,0 F O `v s � i Tti1 ._ ._ rn -_! :: CR(iSINCt fILA'NS :':: i '' i ( ; i _ TOTAL OPEN SPACE PROPOSED = 3.08 AC 25.3% t;: �, --.. TOTAL OPEN SPACE REQUIRED 25q - 3.04 ACRES / / (� - -� �� i� ..,:.: -:'; -� :- .'...:; :: -.:.� .. , -,� i ::::.:;':: :.:.:' :.:.:::..:::. ( )�- 0 r OPEN SPACE ACE O T BE OWN ED AND MAINTAIN -5-.�i - .,. t -.... , - :. : :.. ..::..::.: ...- •�:,: :'. ED BY THE HOMEOWNERS / I .... / .:.:.::'; HERS i •' . �., . ..... � � ; : ;' :; - , • ..',. ;- �...:. ..::.: -.., : _ ocv�l�r':: ` ° >:::.::.' .:,' .:::::.::..:::.. :.: >: �" -� / � � ♦ \t -�- i .,....... -� LOT _. �'::: ;' _,,. ::':: -.�' .. ... .. .:.. ::.:.:::.. ST�.L� LLt ,!-••i a� i l 23 ; ASSOC/A nON. ALL OPEN SPACE SHALL BE RESERVED !N A DEED FOR THE / / �� � �' �-�;- ' - COMMON USE OF LOT OWNERS / / I „ • 5,200 SF E S IN THE SUBD /V/S /ON. ... _ � ::;::_:':;:::. ;:: >= ;:_::;:;::`. := ::.,:; ::. , :.: :: : ..:::::::: .:: . o � E LOT 35 SF Ip 5 — r / KIRBY, PHIL PRESERVED MANAGE / OR JENNII ER J LOT 7 LOT 8 ♦ -� ' I -, / f ' '„ { `;'';`,.. ` -' / D SLOPES NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE \0.2390ACRES 9,265 SF { } _ Ili; `= / ° { { j LO -0 9,490 SF i _, . .,;' * ai PROPERTY. 2 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON ONING: R -6 RES ENT1A1 LOT 24 ' — I 6,455 SF THE PROPERTY AND SHOWN ON THE EXISTING COND177ONS B.2229PG.297 \ -_, '- PLAN _� LO ♦ i�" \ i r H / 5,300 SF SHEET. _ T 6 \ i 1- _- .=rr -�1 y i F i{ 2 10,325 SF ( ` - BUILD/N �... � N81 ° I "E 29.80' / i LOT 34 { /1 � ` t' \ 6,315 SF I ;?r IJ.. L �_G f! GHTS MAX /MUM BUILD /NG HEIGHTS SHALL NOT EXCEED 35 FEET os6A2 -oa -oo ooaoo s > MOORE, RICHARD V < I oR Or1A —_, LOT g \ III / LOT 2 i { { LOT 6 o I / 3 �'. Z o �' / 7,125 SF to Q�j C KS. G ONT: 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO "MIRAGE) 0.199oACRES ' _I 6,165 SF - { 6,180 SF �� A , r ZONING: R 6 IDENTTAL ) `i _ u / M p \ II 1 t` Sl E. NONE -MIN. 10 BUILDING SEPARATION -ANY BUILDING T EXCEEDS D B. 3924 PG.27 r�Y1� 0..`J. F - i LOT 33 -- M H 3 35 IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER B'UILDIN = -- -..1 ` LOT s \ ;-� - -- _ - `'' C BY 10 PLUS 1 5 \ i 45 E 91.38' `� a, • ' ._.<• �� °- �-; >,..- �• :.:::..:: 5.8405E � FOR EACH FOOT THE BUILDING EXCEED s,990 SF A '— �, •.'.: > { REAR. S 35 /N HEIGHT. OS6A2- 04-00- 00300 ; ; � ' o KC AR: 20' JOL`LES, BENJAMIN MARTIN r ♦ \ \ \ ' r „ / (t R , d- OR SA BETA o 5 .: \ / 5 LOT 10 k ............ 0.2120 v S <y ;. ::::. ':- :::,':::., .;.... \ �-' ::.: LOT 26 ;::::: > :'' %- :'r;:c:, -; :. '. �_;; : :;: ::;.- :. >:. ::. { ';;�:; `:;;`?`: M >, ......................... . SUBDIVISION STREETS CURB & z S ::::::.: : : ::;> 6,850 SF ♦ , - ; t.,:.: ;<•;;..:. i \ ;::.:.'.:.:.::: ';', :';:::...:;: GUTTER oNINCy R 6 RESIDENTIAL ° ».. 6,375 SF I �4 o o ........... D B. 4369 PG. 199 LOT 2 \ \ -:.M, { 2 :; >. ♦ 5,04 SF o LOT 4 ;,.. %�,, ? 5 { w N A TFRS HED. KlNGHOLE CREEK WA 7FR SUPPLY WA 7FRSHED ----_ 5,630 SF _... f... .... ........... .. ... .:. 04.00 -00200 1 ` EY, ALBA E _� _ ` ° ° ,' max' S83 3 E 3.30 AGRICULTURAL/ FORESTAL D /STRICT. NONE _.., •" ,,.::....... ,,. MELA B ... AC .. N \ \ \ LOT z7 -`,;: it ° >% ' N \ \ i \ N t,\ 6,075 SF G: R-6 SIDE �' . • ' "' TOPO &SURVEY.• TOPOGRAPHY PROVIDED BY A COMB/NA 77ON OF ROUDABUSH, GALE AND 75 PG. X96 5,95o SF . '.; .. `� ® / ASSOC/ATFS AND LOUISA AERIAL SURVEYS INC., JANUARY 20OZ THE LOT BOUNDARY LINE INFORMA 77ON IS PROVIDED BY ROUDABUSIN, GALE_, AND 5,618 SF LOT 40 100 2011. 1 GERARD E ...... .... S° 0 Fss v "" CURRENTLY UNDER REVIEW '.. <. I ! LOT 1 z 5,045 SF I 4 LOT 42 LOT 43 FOR AP.PROVAL__ ' 4,800 SF { 680 F ( 680 SF I �:: 4, S 4, o CE , LOT 22 '•'• -1 rr \ jz:42 "•AC#2S'�pE�l SPACE: ► 1� / ' d 5,0 F O `v s � i Tti1 ._ ._ rn -_! :: CR(iSINCt fILA'NS :':: i '' i ( ; i _ TOTAL OPEN SPACE PROPOSED = 3.08 AC 25.3% t;: �, --.. TOTAL OPEN SPACE REQUIRED 25q - 3.04 ACRES / / (� - -� �� i� ..,:.: -:'; -� :- .'...:; :: -.:.� .. , -,� i ::::.:;':: :.:.:' :.:.:::..:::. ( )�- 0 r OPEN SPACE ACE O T BE OWN ED AND MAINTAIN -5-.�i - .,. t -.... , - :. : :.. ..::..::.: ...- •�:,: :'. ED BY THE HOMEOWNERS / I .... / .:.:.::'; HERS i •' . �., . ..... � � ; : ;' :; - , • ..',. ;- �...:. ..::.: -.., : _ ocv�l�r':: ` ° >:::.::.' .:,' .:::::.::..:::.. :.: >: �" -� / � � ♦ \t -�- i .,....... -� LOT _. �'::: ;' _,,. ::':: -.�' .. ... .. .:.. ::.:.:::.. ST�.L� LLt ,!-••i a� i l 23 ; ASSOC/A nON. ALL OPEN SPACE SHALL BE RESERVED !N A DEED FOR THE / / �� � �' �-�;- ' - COMMON USE OF LOT OWNERS / / I „ • 5,200 SF E S IN THE SUBD /V/S /ON. ... _ � ::;::_:':;:::. ;:: >= ;:_::;:;::`. := ::.,:; ::. , :.: :: : ..:::::::: .:: . o � E LOT 35 SF Ip 5 — r / KIRBY, PHIL PRESERVED MANAGE / OR JENNII ER J LOT 7 LOT 8 ♦ -� ' I -, / f ' '„ { `;'';`,.. ` -' / D SLOPES NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE \0.2390ACRES 9,265 SF { } _ Ili; `= / ° { { j LO -0 9,490 SF i _, . .,;' * ai PROPERTY. 2 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON ONING: R -6 RES ENT1A1 LOT 24 ' — I 6,455 SF THE PROPERTY AND SHOWN ON THE EXISTING COND177ONS B.2229PG.297 \ -_, '- PLAN _� LO ♦ i�" \ i r H / 5,300 SF SHEET. _ T 6 \ i 1- _- .=rr -�1 y i F i{ 2 10,325 SF ( ` - BUILD/N �... � N81 ° I "E 29.80' / i LOT 34 { /1 � ` t' \ 6,315 SF I ;?r IJ.. L �_G f! GHTS MAX /MUM BUILD /NG HEIGHTS SHALL NOT EXCEED 35 FEET os6A2 -oa -oo ooaoo s > MOORE, RICHARD V < I oR Or1A —_, LOT g \ III / LOT 2 i { { LOT 6 o I / 3 �'. Z o �' / 7,125 SF to Q�j C KS. G ONT: 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO "MIRAGE) 0.199oACRES ' _I 6,165 SF - { 6,180 SF �� A , r ZONING: R 6 IDENTTAL ) `i _ u / M p \ II 1 t` Sl E. NONE -MIN. 10 BUILDING SEPARATION -ANY BUILDING T EXCEEDS D B. 3924 PG.27 r�Y1� 0..`J. F - i LOT 33 -- M H 3 35 IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER B'UILDIN = -- -..1 ` LOT s \ ;-� - -- _ - `'' C BY 10 PLUS 1 5 \ i 45 E 91.38' `� a, • ' ._.<• �� °- �-; >,..- �• :.:::..:: 5.8405E � FOR EACH FOOT THE BUILDING EXCEED s,990 SF A '— �, •.'.: > { REAR. S 35 /N HEIGHT. OS6A2- 04-00- 00300 ; ; � ' o KC AR: 20' JOL`LES, BENJAMIN MARTIN r ♦ \ \ \ ' r „ / (t R , d- OR SA BETA o 5 .: \ / 5 LOT 10 k ............ 0.2120 v S <y ;. ::::. ':- :::,':::., .;.... \ �-' ::.: LOT 26 ;::::: > :'' %- :'r;:c:, -; :. '. �_;; : :;: ::;.- :. >:. ::. { ';;�:; `:;;`?`: M >, ......................... . SUBDIVISION STREETS CURB & z S ::::::.: : : ::;> 6,850 SF ♦ , - ; t.,:.: ;<•;;..:. i \ ;::.:.'.:.:.::: ';', :';:::...:;: GUTTER oNINCy R 6 RESIDENTIAL ° ».. 6,375 SF I �4 o o ........... D B. 4369 PG. 199 LOT 2 \ \ -:.M, { 2 :; >. ♦ 5,04 SF o LOT 4 ;,.. %�,, ? 5 { w N A TFRS HED. KlNGHOLE CREEK WA 7FR SUPPLY WA 7FRSHED ----_ 5,630 SF _... f... .... ........... .. ... .:. 04.00 -00200 1 ` EY, ALBA E _� _ ` ° ° ,' max' S83 3 E 3.30 AGRICULTURAL/ FORESTAL D /STRICT. NONE _.., •" ,,.::....... ,,. MELA B ... AC .. N \ \ \ LOT z7 -`,;: it ° >% ' N \ \ i \ N t,\ 6,075 SF G: R-6 SIDE �' . • ' "' TOPO &SURVEY.• TOPOGRAPHY PROVIDED BY A COMB/NA 77ON OF ROUDABUSH, GALE AND 75 PG. X96 5,95o SF . '.; .. `� ® / ASSOC/ATFS AND LOUISA AERIAL SURVEYS INC., JANUARY 20OZ THE LOT BOUNDARY LINE INFORMA 77ON IS PROVIDED BY ROUDABUSIN, GALE_, AND 5,618 SF ASSOCIATE'S. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING NOVEMBER 100 2011. 1 GERARD E LAYOUT & UTILITY PLAN S DATUM: NAD 83 -6 sIDENTIAL LOT 2 TYPICAL SECTIONS, NOTES, & DETAILS G- 731 5 ,6o6 SF EX /STING - VEGCT A noN: PAR HALL Y WOODED O a LIGHTING. • NO LIGHTING IS PROPOSED PARKING. 2 OFF- STREET PARKING SPACES SHALL BE PROVIDED ON ,EACH SINGLE- FAMILY LOT1 LOT. PARKING SHALL BE ALLOWED ON STREET (ONE SIDE ONLY). .. 5,825 SF PHASING.- R -6 PROPERTY SHALL BED WITHIN DEVELOPED ED 2 PHASES w THE R-1 PROPERTY SHALL BE DEVELOPED AS A THIRD PHASE OF THE : 0 BUILDING Sl7FS.• PARCELS 1 -41 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH HE 112066 REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING, ORDINANCE.' v SCALE PARCELS 1 -41 ARE EACH ASSIGNED ONE EVEL OPMEN T RIGHT AND MA Y NOT BE FURTHER DIVIDED. 056A2- 01- 00 -072A0 CLAUDIUS CROZET PARK INC BURIAL SITES,• NO CEMETERIES WERE FOUND DURING FIELD /N VES77GA TION OF THE SITE. 11.6650 ACRES Z B 1 6 RURAL SAS SHEET NO. 3 C STREAM BUFFERS. • THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED) IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07ECT /0N ORDINANCE RETAINING WALLS.- ALL RETAINING WALLS SHALL MEET ALBEMARLE COUNTY REQUIREMENTS (1) RETAINING WALL IS PROPOSED WITH THE DEVELOPMENT. IMPERVIOUS AREAS. ROADS. • 1.68 AC SIDEWALKS. 0.44 AC BUILDINGS /DRIVEWAYS.• 1.97 AC NOTES TOTAL: 4.09 AC 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND /OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. a 3) THIS PROJECT IS NOT LOCATED W THIN FLOODPLA/N LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUARY 4, 2005. 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATE TO PUBLIC USE 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC S7REETS 40' O.C. IN ACCORDAMCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 6) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. PROPOSED 14 DWELLING UNITS CODES 230 WERE USED FOR THE DEVELOPMENT ADT RATE - 5.86 VPD PER DU = 82 ADT (41 ENTER /41 EXIT) AM PEAK RATE - 0.44 VPH PER DU = 6 VPH (1 ENTER /5 EXIT) PM PEAK RATE - 0.52 VPH PER DU = 7 VPH (5 ENTER /2 EXIT) 7) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 8) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. ..... ...... . ♦ \ \ � L i \ � LOT 31 / C •• 6,20 F - ,. ............ .. s \; news \ \ W i s � J Q a 1 LOT 12 \ \ LOT z8 LOT 30 / ry;.,. :: ;:'i <.:: �"� 0 ♦ \ \ i 7, o SF • 53 -' • ,880 SF - 7x425 SF .r ::'.:;. ?..: `- - 1 LOT 2 � - N \ 9 d S V, 6 l -., o F > 7, 3 S � o i • �x \ 05600- 00- 00 -057B0 W --- _ _!' \ \ / j / DAILY, EDML7ND J..., E--�1 W o 5L,8O8T0 :q SF S / h & CH RI T OP HER DAILY , & CYNTHIA DAILY DICA NIO O W ..J n 26 $7 SA CRE S AV 3 ZONING: R -I /R -6 RE U SIDENTTAL C a Q 0 L LOT 16 �. = W j: 0 17 _. i H OT 1 � -�\ L 5 6 21 SF � � i PHASE H A LOT 14 6 SF 7,350 SF ® �� S E > a, .975 � �- } � >:::';.�:::< `` ::. � > Q 6,055 SF - ;t O ® ,, -� GRAPHIC SCALE W o • 0 30 60 r^ �+ LOT 18 `�, ® } " f . 60 izo zao W v ! U a r'' S 7,650 SF \, \ -{ T ' -� 1 �, t E ........... . ...........:... ® �C : .: ::......:.. .j rri' ( IN FEET ) ` :: t.. (_ i' inch - 60 ft. t w V Z IN ROA NTp °40, LOT 1g elf Ld w C� p2 " ' ?`'..::•;::'.:' :.. .'. 7,960 SF 3.08 ACRES .:;:, . OPEN SPACE - - - -- - - XI CULVERT EARTH DITCH \ CUL VER T Sam= / A J J I ,� \ ♦ DROP INLET DRIVEWAY CULVERT U • a ♦ Q & STRUCTURE NO. BENCH MARK U ) o LOT 20 CURB 7`815 SF � ' • � ( CURB &GUTTER - - - - - CLEARING UM /TS w Q I QC {.. o PROPOSED PAVEMENT U ' ♦ I EC -3A DITCH - - - - -- -200---- --- EX/SANG CONTOUR ,.. DEPTH OF EC -3A DITCH -"` 0w PROPOSED CONTOUR O J o x f -� EC -2 DITCH � VDOT STANDARD STOP SIGN C:) �� o --•- ( N52° 00' 09°W 301.11' � s t PROPOSED SPOT ELEVATION DEPTH OF EC -2 DITCH �U o SCALE: 1" = Sheet List Table Sheet Number Sheet Title I OVERALL LAYOUT PLAN 2 t � LAYOUT & UTILITY PLAN 4 � ti 5 TYPICAL SECTIONS, NOTES, & DETAILS 6 SWM PLAN O a w = o U 70B NO. 0 112066 ° v SCALE 1 " =60' o Sheet List Table Sheet Number Sheet Title I OVERALL LAYOUT PLAN 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS 6 SWM PLAN L a� 0 �i W LL tu O a w = o U 70B NO. 0 112066 ° v SCALE 1 " =60' o SHEET NO. U) L , , ­ .�__ -_ � I � 11 /I , _� _ �, I ___ - ., , ,fl / Fl� \1. - - - _�,_ ___� __� ____j -.,/ /I\\,-- / I-L 11 /I L "I, � - I \ \ _ —_ I --- _. 11. _—, I 1� V I I- 11 1. ___. - I L_______________,___._____- � � / / - _u___.1____________ "I \ . � -- --- - - -THREE NOTCH'D ROAD- ROUTE 240 _ . -_ _�. ___�� __________­�'1 - -1 - - \ \ I,� �. F,--------------------------/--------�------- � /. I ------- I------ ---__--_____ I-, `1 - I ------. — - __ "----.-- , - , _1L _\ \ — — — / - __ I - ­_______________,__ - - - __ __ ­ ___ - - _ _ � _. — - ­=� - -.-- - - _-::�____:—_:-__-_--_____­_ - - _ '"' `__ ­ - __ - __ - __ 1- __ - �__ - - �7�-== _-===_-=- =-­z__1_ - __ ­_ - - �� - - -,-- ­­ � - - - - - , ­­­� -,-- � � _. ­ ___ __ - , / ) _� .... ­_ _ — .n.,1 CSX RAILROAD - - -_ --- - 1i 1�_, -_ ­­ __.. ­ --- -, - _ -3 I POSTED SPEED LIMIT - __ - __ 7 ) � � __� ------ :--- - - __ ___ ­ - __ - ­__ - - __ ___ - _ _. ---. - - ­]�,-::::-_�::� �_� - — , ., k--. - - - - _-/ ,--- __:__ - r- � _­ _1 -- ��. -::I�- -::��_::::_:v -!:�__ -_�-- ` - ---- ­ - A� - J __ �� ­= -- - ,- - -_ - �=�� -_ - - _ - _/ F25 MPH 1--:7-�-i ---,---- I - I - __ _ __ - __ __ __- _z: ���­ r r� - -=-- -: - - .- �� .- - - - -=;z- ------- /// S8V5F4rW 216.27 __ I - __ . r __ = ____ ­ - - - _ - � _L�� - - _�_ I-- - - _____ __ __ - _;: - : 1, \ . - � . _._.%* 7 �, - - IN . 1) " '.11 . _,, / I n , ­ / ,_ ":� � ... . � ........ ........... ��: - / / ... - I ... � � - (D -�- ---, I � - , - - 38004'05.87"N ""' "' . , -, , , — I ­ 11 - �, � , - \ / -_ / - . , ­'. , �,� -­.'.:, �" I ,_ - ___) I � \ / 1__� - ­� - I ,-- ��, I I __ �::�,` I - ­;�__ �-, ,,, � , , I , __ " - I-, �� 1, -- � / .1 I -, _­ -a) .�_, .B. 61 1, PG. 440 '_1 �, �- TIOT � .. - - ,�� ____1 , t_� `\ I -1 - , � - / / / '/'/' 7 , ,� 78041'33.33"W .J , 11 - -=,--. -7 : -D.B. 692, PG. 148 tm �7 _:,,-, -, - 6 'k I __ __ 11 rf--I- � I " , I / � / I / , /I , - I .. : i �. I . ... ., - ,-. �U �4.: � ­ -_ \1 NN, I It ,� 1/ - ---.. / '/ / I I , . ". .... ... - � - - � .- , '' \ / / - r__ . T � . .:-...::::, - ) - . � " �1� 1 �J:. - * �h ..... )._:�� � MMOF I '< �: [:�:_ �': BLOCK � ., k.*41�4. - 1*1 \ ,/ 71 �..... I.. - , ­­ ­V,�,",,F-_,-� .... ("_,-Al '\ `­_ ' -_ I/ �— F 1 ) . I .. 1. - I 11� I I I ' - /-F � , . ­­­,_­__ :7 , - t N) , � I - HJIUNLLWIJ� � . .. .... � -�_OLOC �� _-_�_ - ", ��4k,.!!`.:_�`_`.! , ( I I . I ,/ 11 .. I " - - __ =t--- _6 . - I I � �11-17 _-. , ljj[]��:f�.� v .:... .:18-2D : :�:, �: 0'.., .-FuTuRE ,,,���,.,.-.7�j ;� I 11 �....­ - 1=7 -1 f I-- __ 11� - " _­ - / , .. 11. ..­ _T I, - -- — __ .. ­­ � � ­ 1. , . , I I .. : � -2 , , --- El - - 11 . .1 , \ , , -"\ \ L�\� "N j \ \ I -) \ \ / / I ,�_ : . ,.. 21 , , * I , � L_ ', �' ,_ ) I - - - ,< _ � - -_ . I . . . , * I I . � / , � - ,>� [_ - - I i . ...... ��V.m. I -_ ,C> ­a) I / .... \ � N� / --- .:.:.. / * ... - .." . I \ r. � ,/ " / " � - __ _� 1____, " __ 1, ( , IT-- __ ,/ I , , �.. ,� 1\ I / - ) I f �, , ,-- , 1 1 - ... 1. � - - - , . - . .­ � BLOCK ,'.- � ..- ' �-- . � .... I \ I L , _' I i / / , 1, I / / ­ " ': !�7�1.1.11 1�1 ... I.. ,: - .. -, :- ,..,-:-:-,.: \ I - I _­ � ... .... - ..... 11 .. .1'. 'r .\ 1_1 w I ..... ii,....s ....,.,...,. . �: � � , \ / I / / 1 - ---I / / \ I rov = :.,-`:(, .......... " , - .,�_ :,�,.,�",L*�, �L .. � . I - - ­/ I/ I / I-,' - , . .......... 11 �� ........... . :::, t:�:����� I I - .... " - I / ,/ " I I ,/ I i � I / /Z I/ \1 I- / T � \ ... � ­ .... I .................... . - . .1 � ;� \\, I . \_ I / ; i ." " _-, -_ 1-1 I " lv`� I I I . ... .. ,_,�, < ,��, / __ __ --- � � / I i I No. Parcel ID Owner Total Acres D.B. Pg. Zoning I 056A20400000A0 PAR IDE VILLAGE HOMEOWNERS ASSOCIATION INC 5.694 3205/626 R-6 2 056A2040003500 WALTON, THOMAS C OR HEATHER J 0.218 28481441 R-6 3 056A20400000A2 PARKSIDE VILLAGE HOMEOWNERS ASSOCIATION INC 0.014 3205/626 R-6 4 056A2040006800 DEAN, RODNEY E JR TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.108 4122/202 R-6 I 5 056A2040006900 JORDAN, SARAH B 0.040 3007/304 R-6 6 056A2040007000 NICHOLA PROPERTIES LLC 0.040 3072/720 R-A 7 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 - R-6 9 056A2010006300 UNION MISSION BAPTIST CHURCH 1.000 1371/553 R-2 10 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 I R-2 11 056A2010006500 COLLINS, MARIAN B 1.050 970/668 R-2 12 056A2010006600 FLANAGAN, ROBERT MICHAEL 0.504 3678/232 R-2 13 056A2010006700 FLANAGAN, ROBERT M . 14 056A20100067A0 FLANAGAN, ROBERT M 0.450 2091/472 R-2 15 056A20100067130 FLANAGAN, ROBERT M . . - 16 056A2010006800 ROUTE 240 HOLDINGS L - Ll 17 056A2010006100 ROUTE 24OLLC C/:) REDLIGHT MANAGEMENT OR MAIN STREET HOLDINGS 13.052 20121352 H1 18 056A2040000100 MACLEAN,GERARD 0.271 2865/731 R-6 1 19 .056A2040000200 BEASLEY,ALBA 0.212 2275/096 R-6 20 056A2040000300 JONES, BENJAMIN MARTIN OR SARA BETH 0.212 4369/199 R 6 [21 056A2040000400_ MOORE, RICHARD OR DANA 0.199 39241271 R-6 2E21 056A2040000500 KIRBY, PHILIP M OR JENNIFER J I 0.239 ,2229/297, R-6 , --_ - -_ -- - " I /I "fir . _-, � , __ -- - I - 1. _�� . - . I / / / / 't " -­ I -- I -_ ; .� -, \-- —_ -_ --, ­_ -_ - -_ - -, j , �2 1 .. 7-- � .— ._,�., ......: .-.:: 9 * ...,... , \ � ,---,' / I )r ,_ - , ,_ - . . ; � � / � , \\ � / / , / I\�_\-1,, -Ir � ( / / I ____ _,� 1, -� - ___.� li,_., .'.' - ."\ -::, , :,. m I \ ., - --- I / � ,I / ) t � \ I / \ I I -1 -_ - --- -_ - -- i _�� . _�,� ... I.: . . .. �:� � _'_ - ___ _­ r / / / I/ I \ I / EXISTING ACSA , , , ----,/ / --_ ,_ --_ ­ - - , , , . , - I I I ' ,REAM BUFFER - " \ \ _�_ -, -_ - - -- ____ . 1:: ­.. t? - __ f / OO'ST ' i, I - jT. :,: ! . : BLOck K': �% �. \_ _j't - ,_ I I / , \ \ i k , -_ __� -_ �.... �..., I - , 0 . �, � __ G2) / / // / � - __ - - V _.. \\\,\_.� _. 9 _�_ - - " / __ -- o - ��d I .,.,­�.. \ I . - I I ZONING, R 6RI�S DEHnAL " , I f; - . - 0 : � '' .,hrl. . "" �­_, , , a r - ---CgD�l ­' ,,/ P _\ j I / / - - __` -- 77, --:,/ -, �- 7::> - — i � �, ,� /� " --- -_ - - ___� -_ - - -_ � - " :,: .,� : _ I _� '). 1-44 ­-::�, \,':: _ -::056A2 - -_ -] I -1 — I / / I - < --,� 11 ­_ - ,-- 20'SEWER EASEMENT I \1 \ � I , - / I _-, — _� I ! � ... .... � 4wl.f:: -- _ ..' . , ­ - / / / - 1 , �/ W I -1 -�-_- - --- ­ -_ --- ­_ � I -_ -- kL d! / / OR , : I n: ::� . _ �LfTLIRE .... .. :- �, .: -01-00-06200 / . _/ __ I ZD / I / // I / , , , - ,\ , N,, \, \ ... .. ­:: ,�. ,,- rZ- - . . p k " : \ �: ,,T­�, ,'-,ROUT'E 240 HOLDINGS LLC /-'\- - / / I , — _­ , j , m O." 1�_. �.�. - - :, : - __ , - I I _\.__�� --- 7,1�_ -_ - I I I I -- I i \ . .. -- /I I I / / LI / / ,/ - \ ", \ " 1-1 `�_ - - - I i I � . ..f .. r �. __ __ .._­... , � ...... ., ­ .- ✓ � - � ) \ _, - . . � , AC . I � -,- _I,,,-- t _­1 , - .. - - , I \ - .'BLO I'll ... � ..... ZONING I , / /I \ � I __ - - _ __ - - I I / __. _- - --- -_ - .- , , - - ". .� , / / , " / / - �\ .... _ / �_.�E�� 0.11 i , - ' , .. , , : - - ., Fj - -) ��/ /,.- - _4 _� , �� ,�� !!T 476 7_�� � I �, / =.7=L��C j /�. (1i - ...� 13 RES ,;�`, j ., �/ F ADJUSTED 100'STREAM BUFFER , .., \ - . - - ____ , / , -_ - -, . - � --- -_ - .1 �� �_- -:�_ " -, 5FI-1 �'..%A .­ �� 11, I __ - I - _�� ;i_ .1 _41j "I .1-._1 ` 11 -, S­r- � qK 0 ' - 14.'.'.'. " I ER APPROVED PARKSIDE VILLAGE . .11 ��.%*:,��.._.-.. : RjeRESIDENTIAL -,- I __ - 1-1 / � - , I -, ­_ -_ __:___��_ -_ - - _ -_ 11 - I t 1­ - -_ - __ -_ -_ - - R_r __� �\ .. ��\�,�:kcl��'. � .I ., - - __ ___ , /1, - - , / 9 . . j �_ - 13"9 / �-- �I'- (2z) ,�� " ..\ /V ----,' I­ __ � \ -, I / , /' . / _� . , , '��'.. �"; \,/ - __ -1 ---- .�� - -- '��"� 1\ � I / ) / AS -BUILT PLANS DATED JAN 2, 2002 ��.. \ I � - . . . N � - 1. \ 1, / __ - / / I � -- '­ - _:::�I' � - --- " I i I /I -1 - ::::.IA w W.,...: � * - . �:-" - __ I-- �____� 6, - ` � � , � 'I \�<,v '' �, \ ..,.,. __�_ / /-,--- -- � - _. _1�1 __ F � - -11 "I I r-� %� ,-. ­. -",I -,7-,\-,::::-* - ..... \ � ----- - \ I_ --- --- ..", I .. _!N . — - � '_1 --_ , - . .%., ­­­­ I - __ - 1 __ \ � ..''. �, _____ / / . , / ___ __ , .. ­.. , - , __ ---- -� -T- 05600-00-00-05700 _1�1' - % \��' ­11�. . .1- - - " - I 'I � i i , , / , ,I .::::: . ... � �7- �fj .,- . � / J / , / , � / � " � / � ,� - I ... � -T . .%:.:::_:-�`- . 11 — , , = __.�-_ Z . , - �, ___- s � \,��,.�� I -, - - , I/ " , - I , - 1�11 ,_ - _ - ',- "I - _\ I I I I / - - -_ --- "- - __11_�- - I 1, .. � � I .... .. . . -_ -_ - - / j I �1�m ti - - ,� -I' - j .<- 1'� -,.� � -,�-_,��-,- -, --I. I - - I f _/_ , , � I �.. , :. , I ROUTE 240 HOLDINGS LL - ..:-:_:::­.,:-�,' I � . . .:: :.-'. �\` - " �1' -_ _� �_ "I ( ­ - I - - -- - -_ I \ / - 4. - _::-:-q-,..., I 1.1.� ... \� I 1. -_ - � --- -I- - -- -- -,/ ,�_- \ \1N, I -11 � - - '_�_ - x -__� __ __ ___� "I - I x - . Z" = - -_ -- -_ --- "I F ( le 1��_­ -Z� _." 1�_ - - �, . -, ,. - - -_ - ____ 1\ I -� �,, I ", / , , __ � � 1 1, , - *1 0.00 AC (14.26 AC PORTION) f- - . , I - -_ I L I \ I , � : - �, - -- ­­ -_ --- ,_ --- 1-1 / [ _j 0 �__ . ml .:_ I N _ �D , , ,� _� - /I i e , z � 1�_ ... 11 � -1 �� - . I­ - L Ij -_ -_ - , ,.�,, - - - - , _,� __,� -",---- - -i -_ -1-1 \ \ \ , I � �_.-. I " _7 I , __ - / i 11 __ & �_ - � ��_ "N \ 20'ROW TO BE VACATED __ _ - � - -� -_ ---�, -,, ---�� <-, ---, --, , , - \ \ 7' 7-,.� / �, Az_ r -6 RESIDENTIAL �. �. 1. 1� ­­ . - - I --- -- --- - - -- ,/, - N`-, \ \ � -1 Z�� - -- I j � - " - - - ____ -_ -_ - I . ,\.. I \. � . - I .... - - I - I' ____ I " I � - __. __ - . =J ,/ I .1 -, - __ � - ,\ ", __ __ - - -, __ I '_,� , _ " I i � .. , , "I I/ - � �:: G: R ,\ 1� ( , � \ I 1�, -- � ,� , , , ,_�4 1 - Ix - �.��-�--' I .., :- -� .. -�--:... �, .B. 227, PG. 380 --- �­_­ -- � -- '_ \ I / / 1--\ 4700 / - , J 1\:.�)':: :' - , _ I , �f� I - , , 1-1 - ___ _A� -, , \ \ D.B. 322, PG. 644 (P _AT) __ � , �_,_ " , 7 I � 11 109 , �/ _\ . ��:� �\ �.�::::::l .... - - - - - __� � : � NN, I .:�I-.,�:.- I - _sgi-53'OrE _�� - __ - --, - -- - ­­ - I . � I __ � ­< , 1�, � " '�, ,,,,, -,�­ - - _- _-� " \ . I I (' \ -_ - . . f I I . - - - ­ � - - - - - I , - .. - , . .11.1 - . .1 .1 --- . � - ) � - I , __1 1� - � I -- - RES x I i. � - � "\,-�- �,- �_ :'. : . . - _1< : ( t__� � SE9* . I " �, , - ,\ I � - I I � . . . - K, I � I � Q ,�, ____ I 1_::� . _ . . - - , . . . , ..... \ _', . , . . . � � � I , , I "'. .'.' - . .:: I .\ � - - - , � I . F'... . .7 ::�:: \� .-�­ -,�' -, , -- '- , ­�'- - �_� - i I . : I I I \1.1. . - � - - -, �, �_ 1-1 'I-, I �: - � - ... .... " __ \ - --- "�- -, , ,-- ", �; . , I \ I � C� � : �.l."::-'.., " * " : � \ "I '­ — _. __ --, - '�, -, � ,�_ -.",:-, - �, __ — — - , :,-::.:.:: Y "..., - . '­-­� _* .. ;.... I , � BLOC - . . %'.....%,,.... � .. 1\ �,�. ��, , - --- , � - - -_ I- �, . 'L-, / I / I \ \ C' �1�1111�1;71RS , -, __1 ,,, `­,�- -, -, , ,_ ---,, -, �- I \ i�,6T ....... I . - ____ \ - - / I 1, " / \ , 7I - ­�:?-.:.7�-.-.. ....,...,._:.. . ­ � ...... ............. .... ... ... I I ... I .... .... - .... I ..­ ­.­ , ... ::::: 1 ­_ - i \: FUTUR,� . ..'.%'...... 1* ...... ...... �'.. ......... , - I t , , . --- ____ ..: �_.: �:��, -�:::-]: �. -:.i. --I--- -, ­ -,� '-, - , V . I . . 11 - :�_ _: I - 1­_� - - - - . .., ................,.�........,.:.. .. FUTURELOtS" '_ �4 Z_ __1 -, _� ,�, _- - __ -_- ­_ -,\ ­� � \ : :. I. .............. .. . � "' .:... � : . * : . r.12-�3� / f � 1. ) .... ! [-_% -: .11 . : r... & I . �_ � - - ___ __ -, ­41 V.....,%.... __,___ �_ , -, ,_�­ ,� , ;.,. , -"I- I / i I f 1:�\ .:\ . -."� ... ............... � ......... � . _:__� , -1 � I 1_1 5�,7 1 1 ��. I ) .: . ­:.:.:...w:::-. ... \ .. , � � , :. -,-:�: ___ 1-� � � 11 i \t \ " - � - � - - . .... I--,' / � I I . . �:r . j �_ -7- — --,," '100' STREAM BUFFER / , - / / X\�, \ --- , , .. [\ :.:�:.:�:::�:::::-::�::::.::*:�.:,-:�::,�, � . . I - .% ... I I - - -- ,�-- - ---T . - �_ _ \_ -, ----�_. — --- , - , - -- ::� : -- �-, - -,� ,,, ,� i, , ,,� . . ... �� . � .. I I 1. ... I -- -- -=-. --��- , " , . ! . � z � I _. I 1: 1 -- � .... - - ­ ­ - - ��, � . :� � � . � . . . . , � ­ -_ - , . ., . . . I -, ...... �_ I _1� I � ... I ... I ......... 1. .. r :' - . VpLock m . I I ' ,�. . I - " � , . I , " - I , - � ' m / I : � � . I �- , -,- . .. - ..), : . : - - \ Z,� � .�, " � / , � , " I . \ . -". �LIT � ::J� 1(36W . -_ - - -_ __ ._ - �_ ­_ � -_ . I N -EX MH PSV OS-17 -,�. .11 � 1 1 1 � .:: � :� - . ­­ �(J, R, -1, 1'�17 1-- I. I r I--- ­ �, __ - - _- --- "\ '\ \ � � \" I j I \ "I . ­, .. I I I . - . I L ---. 1 __7 . . J� I.. - . .� . . . ,.. FUTURE L01 S'. , . . , . � 1:�,j - , - -, I _<1 ­�-- , - ,�� j . " - - I 1:: v � .-V. . - .. ­.? .... I . I - , - , , , . . . . � � Cr . ­...._�.uT,opc.fffk � \ -_ '-- -_ -_ -, 1-1 1� , - ,,- , " - , �_ .... . .. . . I � ­ . . . . I I . . ­ill­ . . � o ..38-41 : .. .. : � . I , - 1\ - , , -- "I � . - I . . � .11- . . - ... � , ::_� - I . I i. - ... ... - . �' . . I ..... . . 1. I z", 1, ONSITE PORTION OF EXISTING 1\ , \ :�, _, , I - -, , ... ::, :,T�.'. .�� ., ��' . ,."7, . f I \ " - �� , I I � ". X, �N\ , " \I- - 1�1 , - .. --­ ­ .. . . �. - // _,:� . I-% \ ... FUTURE- -, , . -_ -_ - . I . - � � I \\. I t :_�:­ �w ___ - '.. - , \ , . \ . \ � - �� I . , -_1 ­ � , \ . �_ �__ - ­ � . _�/ � I I I � \ \ . � I I ;_: - i -`,�.. - , --zr� --� - -- -, - ;- - __ �' - ',�; - - _ - _­ I \ I � ... - . . _�_�, ­1 � " `7 ...�. �.V.�.�....._. > . , - -,-_-_,__,� . . . I I ' •, - _ -_ -- - - \ \ , \ I I \ . . EX. ACSA SANITARY SEWER '" " " \,'��: , / , \ - ! ,TO BE REMOVED � 7,� , , _� ,:�_ �"__7 _,/_/_1_:z/ - 1z,­­.,.,.:: �:­ NN �� [ DRIVEWAY 1\ IN, " " -,�, - i \ zz I I � :::, � - ��.:4�-.�-��­ .. � I . . .­* ... - Z��2�__---� _"',� ( �, -, 'N, -1 "_ ­_ - v , 'N \ I � x " :!- , - :�. . . _�, \ , I \ '\_1 , \ I ) ', _� : I I " ,-- I � . .- - � � \� I , 7 \­. !S - '! i i ,-_ \ , I", � �xll I .'.'.'.%'. 11 � w* :, -.:`.� -. _:'.... - - -, I - ,/ - � � "' -,-j, -FIN 20'ACSA SANITARY ESM I ­-- -- -- - - -'-' '-'-'-'-' .. - - ., , , ., ,_ __-1-7�_ _____ 4 I I I \ , . ­1 , - - , I I , ­4 * I _� _ �. -,-,�­-... - \ "', --:,- -�-:_- - --- ­�� � i , / \I- , N - - . ,.-*�- . , .. .......... P­ I_ \ \ 1 � -, ,__� _j � -_ I \." \ .11 � ..... ­1 .... - . I. ..., ..... I , __ _� � / " ____ --- _ _­_ - \ ... :: ... :.: "--,", -,- -�, I 11 . . ... . .. . F��1,2 � D.B. 1997, PG. 2356 _ ­_ -1 ,. - _ '\ � - __ - 11-- .S�- -1 /I ( .1. _ _1 <- --- � ,w_� .I............, /,,_� � \�" "a . 1.4 ..... ........, - _ -j z - \ I -\/ � >�. ". I _::� il_� W. � L:�: � , . ...., i-A-1-1.1 *:, �� /Y - - �3� \ � \ \ \, ,\, - _:_� '' � "' * - . . , � I / t \ __ _�,�. � �1_ ,\ " 19 / -, , '� - "" -�, " � \ \ :�� J,iE� - , -"� - , - �;L __ \ I --- ---'-\ , 1/�:�.: '' " ____� 11 , � . - .., :.:.:z., -, I ,Z//----_--­ _::--3,:" ,.,,,, . .1 ...... ... � _�:� -.;, �, ____ , / - - _ __�,;. _� "",>�\J,� \rw %. .1 .� ,�. � 1 � * ­` " \ \ - - __:_:Lf�­Z� I \ -C ­ BLOC .\:,. :.. -r�.-7--� . .. / /I ,,- - -- -_ _:­- `_ I / �� - . -�,__ I ,- __ � �:. I I .­..1.11 . , .... ,­ONING LINE ) I ;�_- - __:� - - -.'� - \ , I I .. I -1. ­ . ... . � I � 100 STREAM .. . . - ... . . , I . ..... � .... I ... � I I .. 1. 1. I I I , -` -7 7- 77 � � - --- - - - .--- � - lz�_ - `� ` � \ �/ I I I I I., _�__ :Z_ ,.� \,.� \ - , : 711171_L10T_1_/_1 .,.,. ,­'­.... . - -L - �zl �: : I I I � �11 - 7`­�,f`,7 "'7, % � \ 11 , ..".1.1 .1 I ­. .. ."...­. , 1. ... I �., � ,\ " ', I,- - - " I `1� 1­11:1�' '. , , - . % I .11 1.� . :�:I, .. i . I I r .... I 7 ­05600-00-00-05700 / / , / I \ * -, 7"'. __ \ �"Ij\\ � I � _ .,� /\ 'r\ . __ -_ \\\' \\\ \ f .I.:. - �'N Z, � .'. // 1: - : . I , . , � �:: : . � 7 I I ­d.- I . . - � :. �` , -,/ L­ , t , V \ �\ / . - _ - _ -- -N, \\ - - - -. �-`/-, / ,`1. ��.:�' , , . , � . , '],.:. BLOCK Y: .'p " , dd . I di . .., . � 1 .� ". 8L0CK,k.\ : .:. .. I I I I I \� I I , i .. . .. ­­­­1 � LbCK 2 t I . . \ , I � , jF,:-,.'-:F!, 5d•55_:... L0"�'_ ... �� / I 11� `�' � , , ,\\ A V \ `� \ '� , ,,� � _" \ \ " 19 �Z7,? ,-, -, - I I \' \ , 7,­ - I .... '7 � \ , - . .. I . . , : . 6, 1 1 .. - .. . w I _� /' I " , �\\ \, ��, ­ � \ NN. (..:.63.* . I I- - I . � � � I . - I . I �' ) � ,\N\ - CD -1 - I , " r�� ", �4�' , _,��'�' ir-, . : I X ",-- ,�:`,�,�__ ,,, " 41'z " X MH PSV OS-1 6-- - - __ -.�.� I I . _-, , , I 1. . .1 ... ... �. .­. I. 1. ... I.,. I I r ,\"__,`,._L r \ -1 , ,,,, / "/,/ ..", . - N� j .. �%-.-:.- , ." . � : : . ­* .. 1- I.%, .. I .11 / I I I MANAGED STEEP SLOPE _-,,, // � * , J! . . .. - ­ _ I � " ,- , 1.4� <, �j, " f�,---��-'-L , - - ... I - - 1� - �- - -_ ­ - (O -1 NU 'L / 11 -_ 1\ � ,,, , �-�,�, � . - I - - -;v I � - — - ... I---- .1 .., / , j � -\\ , `-, - � ,, ,\\\,\ I / / 1�,1,11;1;1 1'r;/1!L- �";�,-,, '.,�., II z 111.111;� I i/I /�, �,,, "", `�� -­-��, -�-��-_��__ , �,::::::Q,::.:.: � :: __ __��'__�:�:':' %:_....� � L , _�_ � (� .1� ZO 1-1 _� � , \ - ,� _., , ��, . .7 - � . " " � -, , " - -� 7, " , ,,,,� \ � \ I �," ,/ z , - ,/, , I- I , �i :�/ , -- " , \ . ( , " - N, 11 , 11 1, 1, \ & I ��\ �, � , __ ,,, I " ­­.. . I � - -;.:�-.:,x .... � I _ � ,� � ��, , I/ / \ " "' � ��,\ ,\ ,I- \�, \ . , � I � \ \ \ , \ \ , \ i ., - . 1�_ .� I , , //, - - .. " ­_ - I --N"\ �.. I \ \ , - � . .. ­ ..... .. /I � - __ ___ ... ...... ­­ - I ...._.. - .. I.- / i . . ) � :1 ....... I --: ___ - '.. �.,_ .. ..... .. I ­;� i . \, ,\ __::� -z7:- _z - = ___1 _:::_- _:�:�__7� ­ 1-1 - ,J�e N_- -.1 .. ..... I/ "-,/*' / I ,\ - , . 1, I _:_ _ __ � __�� i- , \ I / . I I \ � N �\ _ T_ ��_____ __ .. . I 11 - — , '�� / 11,��11 11 I�K I IN \� - _T - — ,-� " � - // j . I I I I I I I i --"I � _� : § �, / � \ I . /,), , I � �, \, I _�, , / ___­�= I --,I , I I I'— I I I , -\ -� / _y __1 \�\ � I I 1, I __ � __ __ , .., � / / I -,\ \'\\ , / / I / f, /) ) " / \ � -- I ". * , ___T. I - __ - - - ___ - - \\ � � \ \ \ & CHRISTOPHER DAILY '-7-' I i - - ** / / / _-- 1\ 1-1 - ,�,- / �,\�� � \ I \ � - \ /// TR_. \ I / � - __ 1'� L I - � - \ \ 4 CYNTHIA DAILY DICANIO / / 11 - __ - _1�1 I \\ ..,_1 11 , I I / 11 � / " 1-11 X ___ �/."/`, \ dv, N - ..".. <� , -"� . . I - I -\ -\ X W � :�*�-�� = . ... I X \ \ ,_ t�� , " — ..... "..:...: -:. . . . 1! -------) �� -, \\�-\"' x - , � , , , \ " ::, :I��- , - -'­-%- , 1 1 f / , , , � - I—— - . ."_� 1��, ( ­--�� \ _1\ 05600-00-00-057BO " '1� --\ � � I _:Z� .... � i." / �' / .... ...... ... I - -- 'N! _� 10S.w - ` 1� ) / // /� ) I I 5- __ / ". .. -, � ..... � — ,-.�;, � ,� \ 'I-- `NN \ '1_ 141' 41.1f_.. �\ :1 .,.:, NN � � \ \ '\, __�---- ­ , - \ \ \ \ \. _ ___ - --N _\ \., \� DAILY, EDMUND J ) � I / / \ __ __ -, . _� �� . _\ - -,-'/ / I \ 1-_, "I - - -1 __ __ __ __ - - __ __ �1\ \ � 'I \, " I I / / / ) / � \, / / / -- �_ I_ v- - -:20'ROW TO BE VACATE ��,,��:-: 11 // \ I - ,,- / / / /I ,. / / / \, � / I / I - ____1 19 . / I ( \ _� / I I....... _­ --- �' I - - 11 " / \ I ,�, __ - - _� ,,%_ - -_ ,�, I­ - 13. 227, PG. 380 - - I ", �, " / �_�_Ifl� I / / - \ '__ _/ I / - - - - , � \�,\ \ 1. 14 ACRE PORTION / i I -_ / / ,gz , 1, � - \ I- , - 9 I / / ,/ / � --� I-- - I � > \),)� ZU - 1_� \-ZO G' R-6 "SEIDENTILAALL �� / � I ( - I I :,��/- , \ I , 1�_ — I\\ \ \ �\/ I / ( / I 11 ,_ _��, -1 - _­, "I I // / , \ ) P ____ 11 ':�` EXISTING RWSA � - I __1D.B. 32 ��, - I / / ---,-- \\\ �, __ __ _� - \NN _- \ , - � � - __ --- - 1_' ,_ " - ­T-, / - --- \ \ ­- j - , I- -- - I-- - --v ­\ - " o \ \� " , 17, ' \ -, , I I - / ,11 / / - �, " \ , ,4 "I , I / / I ,,. " �) r, /// / \ - / - I '\ � � J�/ I \ . , I I / / '/// / I _ I ( C­ , � 2, PG. 544 (PLAT) - �, � . ,T, , - - " I - _�,,_ `�' . , \ 3 5�� " . \' \ \ 1�'. ** , - __ fr ­ ", I __� , _11�., '-\ \ ON OF 5600-00-00-057BO / I/ \ I I � - \� .,:.It ,_ 1_� I / / 011_ ) � \ 11 // , / ,:� _::; . - - �___ \ 30 SEWER EASEMENT \ \ , \ 12.42 AC PORTION . ) " I __ .— I i - " , / - I __ -- - ,,, \ \ v \ I \\ I \ \ � /�9/ TO LE INCLUDED WITHIN THE PROJECT LIMITS ),--, �� - I \ I I/ '­ --, __ 011 -g.:�� __,� , " / I / / / __ __ _7 7 - �_ D.B. 814 p. 522 - __ , )� \ \. \ S \ \ \1'\j i I \ \ 'I., -- - - �, _�'\ -_ --- -_ ;�� riT- I - / (-.- -_ -- " \\ \ I I 4 I ;, 7 (, / / - " I ,,.� \ - \ "dj�l/// , CROSSING I I \ \ - ". 'I-- 0 " I - - . -_ I . - , - - - - \,�7, ,A, ,�, � � \ \ � I I OF FOOTHILL H VIA A BOUNDARY LINE ADJUSTMENT " I \ \ k 1 � ( , _- 1>\ '... I I _x ,r- IV / I - - 11 11, -,, - - _F z � , (plat) p. 524 ' , \ I I '_ --- - \ I / , / - -_ I \ I , \1 I � I\ \ � -_ f�z ,-- , 1--', Y / , , � - � -l" I ( I I - -_ , � I ,4 11 .- ---- \ I I '.. � - - - - , \ — __� ,_ , 'N \ I - - - �> .. ...._$ P I ! ./ -- --- -- IRJENNIFERJ - \\\ \ I ___� � - � I , -- --- - - ,,� < I .... 1�, 1, , I - � --- - , -- - - -_ ,­� - I _- ,,� . ,--- ,,� , -1 I/ I I I- � \_ \ , I N\ - __ __ - ___ , - il - * " � � PHILIP ,�, "I ,\ �,,;-­.\",.,,,�\�-,,� , , \ / / \ \ I i \ \ /' -_ .- I I \� z \ k ,N, \ 1�\ I , \ Foj/ - I I / , , , ,,, ,_ _ z,\Ii �\ �/ , \ \, \ - \\ \ \ \ \\\ , , � - - -- " , — E , i�, ,� V, \ \ \ , I � \ - - - - • -1 I , \,�_, 2390 ACAES --, '\ V11­ ­, I I \ \ - , I 'N, 1� ___ __ - - - � " I I \ __ __ _.__1 _ - __ "I," \ C_� __ ____1 -, , \ � \\ -) \ - _ � _ __ / \ � , I \ \ - - - __ - I . \ \ _ ____ I iV` / ( , - ___ - -- -- -- � , � , I - , - 111� \ 1, , � -1 I I , � \� \ , . \ . - :I � \ I \ \ \ �, / __� "I 1'_m-: � - k 11 ­ - � , I f- - -1 , \ \ � � \ \ -_ \ \ , .. ,�.. " 6 �, I - _ \\ \, I \ I , \ \ �_ � . . �, . ::�� :z:- .- ___�, 1-1 111� , - - "� ,'; -1' \\ , \\\, N \ \ \ \ -�_ -_ � , , \ \ � I �\ , � - - ____ � < _1 I \`N I � "I - � / - , \ \ , \ \ % 8m I \ ` - _­ � I � \ \ \ \ __ __ N\ � \ � -, I \ , I \ \ I 1�1 I -- , . - 056wA24K"0D"4G4Mm �' \ .. , __ 1, � \ � \ \ I -_ -- � -_ ­ -, -_ - , \ \ , \ Nx , , \ � -_ -_ -_ ,--- - -_ � -- '\ . �- -�.,, \ N - � , .\, I \1 \\ \ \, --, , , moom I"CHO'NO -- - 7' - "I \\ I I ,\ ,\ " , [ ,\ , �, I , , , 1-1 � ,_ - \\ , \ \ \ \ \ \ \ __ 1_�_ - __ � , i \\ \ \\ ,\, _ , , \\ \ \ - - - I " . � I \ \. \ , , I \ \ � , / - '\ \.� ,\,:,�,, '\ 1<1 \ " I , - IN \ " L - L,1 - � " , \_ \ \ \ \\ \ \ \ - -, ) / I \ \ \ ', � ,\ ( , -- - I \ /_ 1�x_ _�1'1_ , \ \ \\ ',, \ F:.-.,-;,. 1-1 _-�_ --- , " \ \ \, \\\ � S\\.,\ \, \ \ I , \ \ , \ -.- \,, \ \ \ \ \ 'N ,�- - -_ , IZA �� , XISTING TREELINE \ \ \\ \1 � `\ I / 1\ I 11,,� ,, -, \ I I � . \ N , \ ", V __1 I- - - - - - - / / 1\ 1`1 \ \' \\-,'\, NN\ \ \, ^ , - '�, NN, \, \ 1, , �', '\ `-IN,`\, I \ N.,X" \ "N � \ NN, \ \ ,\� " ,�, , __ - ,_ I IN, \1 \, \, \ ,� \ -, / I \ ' I � __�' EXISTING \ __ " \,\ I ,\\,\ \ I " \ , \,� \ '�,, �� - I - I / � // / \ " \ \ � \ NN " \ \, \, �_ �', ,:��,N­ ,\, -�, ,� _� � 111� � \ __ MANAGED. 1\ \ \ \ X \ * I \ ) I I/ \ I , \ , � \� - 1. � \ -,-., 11 - \`N, I \ \ -, " -_ \ I / /I 1) 1\ \ \ I � \ � " V.- "'.. , , \ \ \ " � I _­_".. � I \'\, \\ \, \ \ 1, \\ \ \ \ -_ — -) / � --,' \., \\ N, \ \ ,\ \ , , A / \ - \\ \ \ I" - _� I / I ,� � \ \ I 1, I � .:::�::K'.��:��-� ....... - (I SLOPES \, \ - \x \\ \ / / k r 1\ " I \\ / I 1-1 i \ \ " I _�, IN � N7. \ \\N\\ \ , , ,,, \ � \1 \ \ \ \ � / \ \ I I 1\ , k � 41 . 19 '1__1 __1 --�,X' ,--� \ % \ \ \ \ �__, I I D�� FO.I"/,- Q , . \ � � - / I I I , I I • I \ 1, - � \ \\ \ �._�.:. - :. �;� �:-: �-�.�.j�',,�`::�*�:*.��: / \,\, "\.. ,�,\ I / / 05600-00-00-09400 co � - __ - _.." \ I , \ \" \ i \ N , \ \ N, , , , I- __ '1� - - _� . I ) ) // I ) � y \ \ \ \ \ \1 \ \, -� \ "I \ -_ I " -,, 1, -_ - -, I , , .1 .... 711, � / 38003*55'64"N -'-- 1, � � ) / - N, ,-\ \ \ \ - X e�. \ � 73.3(Y, \ \ \ 1, -, 11 I / / , / // / I j I Ii ", , 1. ,_ --- -_ --- \ WILSON JONES COMPANY '7 - I - __ , 1� \ �\ \ \\ \ \ '�, -,, / I 1_/ I I ( _�­) I - \ _-_-�X - Z�= '1­11 \ \ \ - .I'- ::�� , � / RPAW-LAB _) \ -1 � \ \ \ I // / \ I .. / - 78041'06.96"W ,, I \ NN. , / I/ I �1 36.4230 ACRES 0.;,!s.:, ,�.-. \9, k,\ \ \ \ \ \\\ " -- 'N', \\ � I / I , \ \ I ____ -_ 11 __ , / ,/, \ �\ , � , .--,-. - I I , \1 , \ _Ll\ * \ \\ \ --, ) / i i � � �� / , \ , "I -- _�, -- -- -, - P \ I - ., " . t / \ I \x \\\\ �\ / \ -_ __ ... /". ..:: \ 'N " V_ ,,r \ � I ,*_]"�,". / / 11 / I / I \ ,� �. . � / ( \ __ __� — - �11 I .7'... \ I : lb ­��,,�s,� ZONING: PLANNED UNIT DEVELOPMENT / / \ / / \ \ - , - _� - _-) \, . z ... \\� . �O ,\\ < ,,� , I .�, �, " _____ - - - \ `\�� V \ I , \ I - 1� I , ___ - /_j , \ \ I , \ V ., \ \ ` � , / %'\ .. : ��� � 11 , 2275PO Tm I \ I I \ , 1`��,, \\ \ \ 11 , \ _/ t ) N, \ / I f / I � / - \ � \ \ I """ \ \ \ \ \ \ / ,-./ / , \ _�\ . \, ­ _ _ __ __/ ­­.� D.B. 1278 PG. 596 , , N / ., --- _ __ - I ., 1_�\_ \,- / \\\ \ \ /\ ( ( ( - I" / / / / I I ,_�/ I \ - / ,/ / -1 ____ - ) ��*Z,x \ 0 � "', I I , \ \ 1) / / / � / � 1, I ., �� \ ,/20,7 8 /Sf / I ., , ; / ( ) \ ) \\ , � �, I /I , / POSTED SPEED LIMIT/ -- '�, , I k 'N \ I I \ I / . " - -, --. -� )..::.-.:�-.,...:::::: ... %: , _\ I \ \ \ , \ \\ 1, � I / / / / \ � � ��, I z " -_ -_ - -_ -_ --- - - - - ____j 11 - N. ..., I I ZONI "FL-6MID01MALL �\ , / � \ \,, "I / 1-1 ,� - . \ // 25 MPH I 1­, I DA. N \ " / /I ) I \ \ v , � \ I \ ..- ) \, \ ... I / / -1 � -_ --- , -- . '11, .,.:. O, 7 0 8 � �- , ,, � \ \ __ / / i f / , \ \\ \ \` \ \ \ ,�, \ \ � V\ \ \ \ \ / " - -_ "I --- -------,, ­1­1­I1 \1 I � / ­, " , -_ , ­ _� * x / /, ", _� I - __ -_ - / • / / � . . \ \ \ / r , /I / N -,--( "I 1-1 -_ --- — ­., ,­ -_ ... / I \_ I / � / \ `N I \ \ I k � I I \ \ . I / / ArIAT"A INA AA AAA 1 1 / / , ______� _ (41D / I 1 1 � , , � \ 1 � �, \ . \ - --- 1\ / / z ,,,- FO (",� 1- -- - -_ -_ ­ --- -_ -- -_ __1 � / " I ) I �� � �N , I \ P - \\ ,.-\ 10 \ � \ \ � I 1', -_ -_ - I / I I , "I -` OTH]ILLS CROSSING INC � I "I - -_ - - - / / / �6T : 14 _�_ — __� , /1 / / / / / / . I I �, � I I 1'\ -1 __ _\ \ I / I I /I � - __ - ­ __ - I— --- __ � / - , - - __ - / / k \_ \ I 1�1 ,� /I // / 1 -48.825 ACRES, D.B. 4319, PG.403 -)-) — -, d.....- ) - --- - _ 1� I j ��Pl� I I � ") \ ,� - \\\ \ \ \ \ - t I �� / / /I _� I-- ZONING: I/ _,� � • _, I _C��.�� __,�_ - -_ _� - \ - _.\ Y:,� �:`�!: ,<:. ", / '\ __ . � / I / � ) 1) I � �1 I I \ � � � \ \ \ \ \1 \ \ � 0 I \ \ \ - • -_ \� ., i - -_ 1-- �__ I ­ - .. /, . I / - NING: R-1 RESIDENTIAL ,_� __ �__ - - _1� � I � / / eO 702 �,� / / � / -, - / / / I / �_ - '\\ I / 11 "I I -_ _ _, \ _f ::� 1\ - .__ // , I \\ \ \ \\ \ I 11 , , \ '-,05600-00-00-057BO � \ 1-11, " , - - . __ \ 'N�, _�_ � -- - -_ ____ � __11, , \ � , I ).. ­ ­'­�::.­. / - - -_ . I -_ I .. __ � -1 I �1, , / / � --- � \ \ - � (=�_ - *`,, , �, � 11 \ . ­�.�. / 0,708 �� / / I_ IN, \ I �/ __ -, \ "I N� I ( - � .�, � / / 1-11 -1 _ __ - , ,1 / / " - 1_�,, 1_� \ //-\ I .�`,.... 1\ / , ____ - - _�, I - \ \'N' ,\ 'I-, ` __ & CHRISTOPHER DAILY 1\ - I z ", . / , \ ( , � � - 11 / " � � \1 1 � \ " �. \ \ \ \ \ -\� \� I " / / / / \ I \ _�__/�__�_ - ,_ -, - / . 1. / T : 13 / - ___ - I'll / / / '1�1 It, I I � I' /- . , - � - �_ 'N , -- --- I / - � - -,- __1 / / ,/ I , � � , ) \ �__ _. - 7--", \ 1\ - ,,- ", / -_ - __ � , Z* / ) �/ / / / / / lit ... ji I \ A DAILY, EDMUND J ", � � / // , ____ - - __ -, z / / / ( / / I I � � \ � � \ i � \ \ 11 \ I \'.\ _� \ / / IN I 1_�� / /�_ .- _� � ___ __ I,- , / / / I � / \ 0\ \ I I \ \I \ , \ \ IP \ \ , - -, I& CYNTHIA DAILY DICANIO ., -1 I z , / / z \ I _ --- - � t" \ I I � / / / " 1�, - _� ) ,P ': 1 1, \ - __­ \ - / A\ I \ 26.875 ACRES, D.B. 2218, PG. 616 - - ­ __1 ,` "' �' / / , / 'I- / Jz OT : I \ VI, \ \ ,, , - "I I . "I _ '\ , - - - I I 1\1 � ", / / \ .N, I/ \ \ \ \ \ \\ \ A ,\ ( I \ , \�N� NTIAL ,\- - _ 11 /1 \ \ , " "" / , I / /20,708 /or / �_ 856A2-01WOZIAQ I \ \ \ \ \, N 1\ - -_ - \ -_ , ". ,' ,,- , / \ \ \ � , I 11 / I -, 11 , � \ \ \V�!, \ � ZONING: R -1/R -6 RE§ID \ \ -_ -_ -- " " � _�. _/ I � N, / / I OM P7&K � \ \ , . \ \ I i __ CLAUDIUS CR , \ I IN, '� -1 - 1, I ­, I , , -, I _f I- , 14,6630ACRES 0 \ \ \, \ , N \ / �, . " / I-EU, / 11 .. � __ W� ___j I I \ \ \\ � \1 � -�_ \ \ -,. 1\ I ,\ , - - 11___ __ ,_ __ 1-1 / �` \ N ') / , ! I I -_ '-',/ / I- ZON � } \ � - _ __ ,�, \ \ I , / i � / -LT : 64/,,\ �_ - ­, __ .==A� __ 70- 1 1 \ \\� � \ ,\\,-, \ _\ \ \ \\\ ,,,� N, , - `-� -, - _ - __ -_ _ I I "I , -11 / I N11 \ , \ /' ) \k_),_� z 11 /,.\ .­ ... / , T - 11 / ___ - _., _ I \ \ I \ '\ - ___�11 " /' I � / � / -1 I k) , \ 1� . 1, __ - __ ._� - -I - "'5460. - / ) N\ �� \\\\\ I 0 � / \ \� \ \ \ \, \ N-, __ --- 1- \ __­ -I' -11 "I "" , ,\ �, " \ �, i Z , ,/ "' 1 20\)01 SF �,/ ,/",--- / /20,708 �rl / /^,\ ____ __ _. __ __ - ) / 'N \ V, - - � - 1 I w ­ I / -1 /I - ____ N \ \ f � I" __ ) \. i , - - - _/ " I <1 11 I - / / �\ \ \ \ _� �_ - - -_ � 1-1 1, I , I N.- --- " , . ____ /I- I \ ,�\ \V � "N � \ T\ , I \ ,\ - - -_ - _�. N� \ \,,�, - - _ I,/ / ,-- " - /11 � '\ , � I I � \ � I -1, " -- �_ / - 11 C_ - -- / \� ..:\.' :. T 1 10 / / - `_ I / A - / � � I ___ __ �__ --- __ __ __ -_ _�,_ -- -� __ / / I I ,� � \v 0 \ I � - � \ -, _, / - I ", \ , , / - - -, __ /_1 ) \ - _� I -, / __ / j I I / I �, .) 1) / _. \ \ \,, \\ \ � I \ 1, __ " \ 11, - --', - 1. - ___ -_ - � ) I / / - . __ ­_ ­ �. . .... I 1\ � _ I \ V I 1, -_ 1-1 I , -- ... ­­ / \ _� _ I--- _� � , A i � ,-\I '\ -- L, --, 1� "N N� \ , �_ , _. - _-, __ �, / j / 11 �`, I " / L ._ --,, �_ _ __ ____ -1 __ � - - - " , N) � � k -,, , \ I ,,, ." -1 � _,\ ­-, '1� , ---,.,-... I � , � _� __ , "I z , / / __ �_ __ _ - - _:�_17 . , . / - r _� __ ___ __ __ _� "I, ,�/ / i ) J , \ \ \ � I \ , N\ � -, \ \ „, „� -_ --, , I ,,- - �_ _ _ z / I � / i � \ , OT : ( 5 / � "I / ;�0,708 / �F / / / " - __ -, -, --, - - __ - - __ ---I- // .,I I . .11 __ , \_ \ N� \ ."\ - ”. , ___ ,' ", I f '\ , 1-1 � / /I - ,_1 �_ - �, - ___ __ -1 / 20,001 SF /, 1\ �,�, - I/ - / / - , , . . ... �)' - / , " , __� ,� � / / / �- .:::'L. /Lu, `­_\ ,,, _� __ - __ __ __ __ -5- 1-1 \ I � , � � I ,� k \ \ � , � � \, \ , -- - -- -- -, ,Z_ __� / '� \�, �', ,- . _- -, , 1­1 K / / 0.708 " , _\ I- __ - - 1-1 \ \ ,\ \ � �, - 11 _� -1 _ - __�� I __ - ct� � __ --/-- / / / //'\ "I,- , \-, - __ — — — _ I,� � , � I --,\ N, \ \ � N� _� ,�, ---,- ___� __ __ - -, __ / / / � ____ � __ __1 __ -, I", ( � -�, - _ ,-- ,_ ,\,\, I _1� _� �_ __ - ,,-, I \ \ ,\, \ '_1 ___ __ -, - - --- __ �_ - ! , \ - ,-, .", - __ I �/ �� ,),- -- ) .\, � / / - - - / / / / -7 -\ - ----. __ - - "', I ) I I ", I I, `\ � - I / / / \ ---, - "' , NN, If ) , �­�l - , . - I �, IN, _ ­_� , I/ //-' � \ \ , � I- - � � / / / - — . �, ", __ -- / / !_ - __ __ — ___� - --- --.,- --- - I ____ "I :7-: � __ ,�, �_ I �" / - ,��, �_ / I .71 / , \� ___ - I-, __ XI /. ) I I \ \ \ 1-1 , \_ � - __ - , I/ // I I � __ �, ", ___11 ) / �, -, 7�: __ 66 / I / LZIT : 8 / __ 11 - - - I � - __ , t . / �_ N � _L - �. '\\ __ - �_ '�, , , (� // I I � ,\) � t I I-N. " - - - - __ - - � __ _­ __ . ­­ - I // � , " 1�1 -) 1�7R / 2�0, 7 0 8 SG / / �,_ __ / (_ �. \�\ \ \ � \ NN ,,, 1\ '1\ \ / � - - �%'­ / "N \ \ � \ -1 �, \� �, �, , I ­1 - - / I �� _ _ �', � , / / i ��_, __ _ ��___,_ I . -..' *:-.�,:`:.. . - - - --' - _­ ­_ ____ - __ 1 / I _ - - ­" ) / � ��-��Q ", - �,t �, 9',001 S F / / ... / , — ­, \ / I- - - __ I / I I (I \ -_ ". - - __ / - - / I � i � I I 1-1 1\ / / I/ - , '--' __ ) / / I - , - I i �, / / / \ - ' - _­ - - - I . , � \ \ \\ / - �_ _- ­� ­'�� ( NN­_ 11, I - - --- __ -, \,\�� 1�-,\\ ,--,"--, -, __ ­ I - l I/ " I-, -- -::Z,�-,_',_ ) I I /> ... ...., ,. \ .\ \ --- - ----- - __ _ \ ./ NN, \, __ __ � / / / ( \ __. - - � , / /, -, ) / / \11 �__ --- -, -4 j ,�, - __ \1/ / , ---- / . � . . �:,�-;�". ,:]:: .. / 23 653 SF /- - I \ � - -, , \\\,� �_ - _ - __ / // / I , !,- I :::,:, I ',N \ \" ---- .- '. 1\1 � � - __ __ __ / I __ / // " - -, , / , / / \ - \ � ,,- \ ,- - \ / \, - 1� ,� I / / /, - --- / _ -, -.1, I __� / \ 1, - , -1 / / I I \ - __ - - -,"111 \ - , _ -,- __ / ) - \ \ � \1 ,,, - \, --- ­_ _­­ ---.. - - - - T .1 / / / / �_ - __ - - - I , __ / __ - - - . , - , - /< LOT t // "\ , / / / VU I � \ - -1 , __ I k _� V- "\ I \1 - , ____ --- / , , _ - --' "I I/ - - - - �, __ - - -E7- ::-:�-�\\\ \ \ IN, \ I -� I I ( \ / \ *1 _�\ , ", --- ____ / '__ - _ - " � // , ,� ;� �__mn� - - I \ 'N\ \ \ ,\ " ----_ ) /' *1 - __1 - __ ,/ ,/ / - ��-_>� _� --- I ,,aO,0-01 S F/ / ­ / / Y31i / / \ \\\ \, " ,�, , j I I � - - / � �� I, __ -:::- -- -: �, \, \,, i - � \, -1 \N - ) __ -, I / / N, - "I - - " ,:��t 11� - :_ I N', I " \ __ - I I ) ) I I ) V '\� I 1�1 � , - - -, / � -- ( I / / (( // e I \ \ -, r � ( N I \ \ __ / T I � I ----- __ , IF / f /-_- .1,\ N, \, \ -_ I t � , I - I \ 1-1 __ 11, NN 1\1 N,\ . ( , / \\, - - __- - ,,, � "I /I - 1 � � I � I/ ___ — __. ___ � — — \ . \\ \ , \ \ - / � \- — --- --, ____ .— �(��. V,\\ INN -1 N \ \ -�� \� NOTES: \ -, ,_ -.-- -1, / 1. I -- - - ­_ �1' ,,/ /�\� � � � I I/ C_ 1-1/ - / /--, .. 1 \\ A \ A'\ \1 \ -- __ ---' / / � �\, ___� ---� - __� -_ -- "I /� 1-1 I \\-", -_ ____ -_ -- ­ - --- __ - / _1� , `� \ --- - 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED I \ \\ \ • \ - // I \ '_ -- - - � __ �� ,I// ,,,� , \1 \ �\ \ - _ / A ;Z� �-,' --- _­ - - - - - " � / / - __ - I/ I "I t( _z __ __ --, __ - __ * - �,-�v , \ \ -- - \ \ ( � ! - - - 1� " \ \ \ \ I� - ­ __ - ­,,�0,0b7 SP / / '_ . -_ _ � � ­,,� - - /, 0 � �_ __ \ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. � I /� I � , I I- _ - _� / - \ `N __ - \ \ 1. � ­_ , __ __ - __ I .) - _ / / - / " - -, . \ ,\ \ " " --- --- _­ __ I " - !\ I " .. - I -, ­ - \ � , '. "Z___��____� , - __ , �, )_ � \ \ \\ \N, -_ -11 \ \ - ( / � I-, ­_ - / //� ) I , , / V_ _ 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE � k, � \\\ \ \ 11 \_ N, I_ , / I ;I \ \ \ -, _­ __ __ ___ _ __ ___ _ I '/ / I/ 1, \ N, .\ __ ___ __ - I— - --- - \ --.--- - ,\ / / - , ,*IN _. - __ , � --- - - ___ _ �' / - 'N \ \ IN, \ . -_� __ '_1 - __ - / .. - ", AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS \ ,� \ A \ __ \ 'I -\ _1 \\ \\\\\,­­� ­_ --.--- - __ __ ­ 1,/ I / `\ \ I ,_1 \I. - __ - - ____ _ ­__ - __ __ , f --,� -_ - - - 1� __ ,_�_' \ I "\ \ __1 � �"\, \\ \ "I - - �� � � __ _:�_. - :::- --:i --- , - ­1 ) - - 11 _ I LOT : 69 / / � I \ � / __ - --- ::77� -::,- - _ ---- -_ _� 1\1 , -_ � < 20,156 SF// . / PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS k \ \ - __ , ") \ / / , \ \ __ - __ ��1.1_ � IN \ , / /, _� \ \ \ \ \\, , - - --- __ , - - - - __ j 1­ ­ __ - "N \ I \ BEEN FIELD VERIFIED IN MAY 2014. \ \\\"\ \ I \ \ \ " - - , __ - __ ---, , / ,, N\, I __ _ __ _ - - - _- ---- __ � / � .. , / -, \�, 11 I / _. -, � , / / / / / , , - --- % - __ \ ,....��..:% \ / . \\\ /\\ - - N __-Iz�.�,_- � \, / . � .-- , I \ , \1 \__\ __--- .-,. - - - - __ __ - / / / \ \ \ \ 1_� ----:-_ __ - ___ -,- ___,z_ ­1' -,-,-, -, - � N / --ob ­.. -.,.. . . 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPER \ `� \ I- � / \ \ --(--I � I" -1 \ \ \\ I __� --- �- - -_ __ �_, � - . ..... \ ,-, \ _. - - - _____ --- / I \ 11 --- - - -, _ , — __ --- \ \ / / .­ .... .... - I .\ 1. � �_ ,�, _� �, — --_ ./ / / / ­1 . _� --- -_ _. - - '_ --- -..,- "I — .­- - __1 / THE MANAGED STEEP SLOPE IS LABELED. PROPERTY. \ ,- \ \ / , \�� . \, �\ ,,�, � - • \ x \ - '\ '� I \ �, I -\, NN, \ --- . - �_ __ - - ­ - I __ __2:�_ N� � __� \ , . ­.. N. I \ I \ ,-,\ -,�_ _. � \-- \ — I I \ / \. I", " / ,/ , 1"� - - _-, , _� __ __ - - \ __ I \ ___� 1-1 "_ \\/ 4. 100' WPO STREAM BUFFER IS SHOWN. �� \ ) �, \�,\\_ - � ,, / I- � - I \. \ \ \ , / / ,--- " 1-1. '_ __ ____ ___ 1_' "', / I - __ \ I � _,� - - - - — \,__ � --_�_ \ \ 'N \, -- - -- - . - ­ - __ - /LOT ; 70 / . I I \ \ ", -� , __ \,, \ \ / / /1 'N 1-1 __ -1 I/ / .- \\ 11 ", \�, - - --- _� " -- - — ____1 __ __ - --- - - __ - ____ ____� ,_ < 20,092 SF/ / -­630 / I , ) 1 , . I \ � \ , josm • / � A I \ \ `� __ _,_� ___ -_ __� \N - \ �_ _� / , , ," ,_ � / , -1 . � :� " ,--- --- - - -_ __ \ , ,,, - - __ _ - __ _ I �7%W90)=AM � "" \ - ,� '- __ � �'/ --,, - -1 . , / - - , __ __ __ ­ - , , "I -_ - --- I \ / / F=, GEOkGE 3 \ \ N. , \ -1 - 11 I " I __ __ __ \ -, - - _ - ­ , 'I, / 24100ACM \ __ ­ - - - I '_ � - __ - , 'I, . C ) , I \ � � If" , ,_�� . I \'\- -, - .11 - I - - \ � - ,_ \_ - I/ " I 11 , "I / // / . - \ -�_ ----' ,1 , ,_ __ - �_ , ,/ -1 •11\ \ - - - -\ " \ '-- \f� / 7 _ - EN'1AL ) OR' Is , - ____ \ ) \ ,-- _ \ - I----- - 1�� - __ ­ -1 \ 1< �--- __ - , __ , __ ) � - V.- j ) � ) ) \1 \ \ \ __ �­N I - , _ -.--- - I \ � / / ", � , , �� , I/ // I ,/, -.,, \ \ - �' - I • 13.=39% 291 0 1 1 __�� I - I" I` / /- / /I / ) _� 1'� ��_ .- - ,_ , - , N., I GRAPH ALe - /,/` -W , - \ ./ __ - _` \ , 1, / / , • -, , __ �, I , __ - - -, - � , _ , / �� I __ _ --- ___1 / / / 4 ZONING, 1_�_X_ - 11--\ \ - \, -'IN s , I - � � � 11 , - , \ """-- -_ --_ -- - -\ , \ \ ' '1 � / 'A � � \ \ - --- - \ - _ -, , � - , " ) -1 DAI.S48M. 17 / - . I " N � r7`G)P� -1 . "I . , " - _ __ , , " __ - _� _­ - , : __ --\ _\ 11 ') ___ :_- . \ ". '-- , ­_ I ___ - I / \ '_ _ ­ _ - -".- 1. I I - - , \ , tOT 0 __ \_�, � ) f / / ,� / / / . ,� --' . I \ , \ "\, 1­ I - ,, , '�' 1_ , / _�� \ 0 2b _, ) I , - - , - - - --- - -1 / � 11, - - \ 100 0 J ,,J / j � ) // ,/ " / / / / � � ) -, - I ) ) )\ , I ) � - . , \ - , � --- , - ' ­ ,__ _5�CNI I I j�;n QP7 I'- I I \ . - ., 'N' _ � _� \1 - __ - N - .- - - - z ,/ / / \� I I \ �_! , - - .�. / ,� -11 \ 19 - - / / -------] __ 1. \ " I I "" _ I / / / I �_ �n . ,z " I 1, -, --� , - -, - .. _,/ I / t--L itrl_ / e/;> I I I ! I \ --::_�2 00'WPO STREAM BUFFER -- _ -- -- ,,- --- -- -- -' / __ --- < .;o _,�_,_ __ I , I /� / / / 1, - 1-1 __­� * \ \ I "., -1 :e_1 I I - - , / N 1-1 _� ____ , - , 1.0�� �� \IT / __ - - ;,Z.� - / 0 / � \� __. �, - — __ - , - _1 - - ."--- _ ­ ­� I OP 10F)m 11 / `_ - N, ----. - -, - - - - __ - - .�, \__11 _- ,-- " H=09 0 1-1 ,\ / / "-- / I _� -1 I __ _ - - ­- - - __ 1, �,,__, _��.­-:7--_<'. . 0 1 1 1 1 I,- --_L, _.- - - - -, ,_ -, __1 , --- ", ,_ , - . I I - -"/ // , / I / I -, - a- �., - - I --' , -­ — � 7 , " 1 inch = 10 - - __ __ - , / / / / / / /" /- " / I I I I I \ -, . - , ___� _.�,* 1_ - , ---. /I - I / 11, - I I F" % , - � ":F1 _ - I / I / / ,�, I - ---- / - \ I / � - ( N I T ) ., __ z �, / 0 1 1 1 1 N�� -, I , \� ,� __ 1-11 - , --- _'_1_1 - - I— _., __ _1 " ,-__ - '� " �, / I I / ? , 'SHARIUS I - -1 - __ ­�: __ __ __ __ -1 I '1-:11 -_ __ -/', � \ -__ - - ,- __ _­ - __ 1_1��_ - - _� , / L13"ACRES I I " __1 \1 , I I I _ _ ZONINQ V RESIDENTIAL I . , - - - '" - , I / , , / ", I / / / / I 1 I--- , \ I ,\ I \ N' '� -BV"' 1-- _' - __:�_ > -..��­-- - _-:7 _- -T __ -- - ---:�:, \ � \ � 1�1 / ,h = 10 / / I IN I I � _� a --- _­ _� -:�__ -- ____ __ - I f \ \ , - __ - - I / / / / I [ _`7, 1_� ". — ( - 0 ___ , ��­ ��, - \_ ____ �7 -�!_� __� __� - -I -I-- \� . \ \� \ i � \ - CI` _� i - VA \�\ - ­� '\ '.1 - __ :�_ - - - _ __ , _X \ _j __ � ,'�> _� / / / / DR. 3581 014 / I i , i I - -\ -" \ 11 � - - � , 1� \ __ - ­ - _��___,�_ __ -1 __ -, - __ - s \,\ \ \ � , - .- ')� I - / * ��, �) __ � '1� , / / I / � / I I I - - \,N"N -, - .- __ - / --- -, -A - --- __ __,- ly 11 / I I I , - - - I --,,--' .-- - , s \ \ \\ , , , /P��/ \! - r, � 1�lx \ \,"I - ON 111 q �-� JH 0 � _Ie� � 1��n ij C� i4 1-1 ,SCOTT R. COLLINS'Z ) ) No.. 35791 lnc�-- V6 k1;9 ls�-_tONAL i_�t;�) (A z _j m I-I < 0 E 1z ct� .-- mU ca U) D uj (n (A in _j Z < M 0 P U) z > iu> Lu Ce Q! lu �2 �_ < U) all I C) ­_ summm - ; qczr m 0: IT � I 111111 0 1 - T��3 a 0 i � , � F_ CL ;7 0 11-4 M > 11-11 co 0 U=) ) W z < 0 ;:;p P 11-11 5;- 0 z - i 0 uj () Q I rL- (D . Z ,_–, uj U) W x < w mr 13L (D 1­1 W M 0 QC U .j 1-11 _r 0 t3 0 Lu f1_1 0 W 0� = il- U) 30B NO. 112066 1 If = 100' I SHEET NO. 2 6 z Fr_ LLJ z 0 (n z 0 - 0 - C (1) to 0 Q rz , 3: G) (1) 43) 1 CL x Q) 4) -F:; � :3 0 .r_ .- 3. m .s� 114 2 (j) C 0 , 0 P O) C: O 0 L 0 1­1 'a C 0 6 .s �0 .2 -0 E .2 0 P 0 0 0 _0 a) E - 0 - D 6 2! W :3 0 S 1� (1) > Q) 0 0 _C 3: (1) In 0 a " D Q_ >1 C 0 L.- ,2 'a a) (1) :3 (1) n - 0 C = () _I-_ G) _0 C 0 . , 0 CIL .s I_ 0 a) - 0 3 S _0 (1) 0 D _0 0 " a 0) 4) -0 � 0 C >1 0 E _0 C 0 0 Z x Ld LLJ K 0 z LLJ 0 z _j _j 0 C) - 0 >1 - N aL 0 a 4) > .5) :3 0 x a) 4) -r- Q) > a (1) C: q) E :3 Q 0 -a -a . 2 .2 0 0 (j) (1) 0 _0 C O) C s CL 0) V) M .-C 0 v THE EXISTING STREAM BUFFER ROM x "t?,i(�}' :.': 6•: :>: ?i':.;t::r.::i::::'' :i :::..: , . •.r..'::...::.., 7� ....... .... v h� �., � ............. f &CR RSECI:p '" ';::::;:•;::;:.. _.: CG-%2 TYP.:;Cii ?r ?ir:(:: iiirri:':'i: ?: ::.':::. -:'-_ & ... l ':'):::'::{ "'(i ?: ?')::;(::(: aNeF `ONr ... �% kC3Ta8: �. r_ EXISTING ioo TIE -IN TO EXISTING RR o ` Y !/yp C ter. ` .. , - - !' ,�.., 44N c !�ti....:.::';';`:':`:: ::`;;;::... �'�l x f..o E.:::::: '::' -� STREAM BUFFER WATERLINE F OROAb = <::c :::;:::::>::::- ::::..... - :::::::': ;:::::'::':::'::'::':::' :: .'::::';::.::::. �..5.......;::..;:., :.::., 1 �r � �) -t� 1- 1� PROPOSED So' GREENWAYAREA- DEDICATED TO ALBEMARLE COUNTY 05600- 00- 00 -057BO DAILY, EDMUND J • CHRISTOPHER DAILY • CYNTHIA DAILY DICANIO 26.875 ACRES, D.B. 2218, PG. 616 ZONING: R -1 /R -6 RESIDENTIAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. U PROPOSED TYPE A 1 W 056KO- 00- 00 -000A 1 FOOTHILLS CROSSING INC W 48.825 ACRES, D.B. 4319, PGA03 W ZONING: R -1 RESIDENTIAL ® u) ui 05600- 00- 00 -057BO DAILY, EDMUND J • CHRISTOPHER DAILY • CYNTHIA DAILY DICANIO 26.875 ACRES, D.B. 2218, PG. 616 ZONING: R -1 /R -6 RESIDENTIAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. z O V 1 i-1 r) M W V / LL z W �II J I- W W °- z Q > J W (/) W < T F- -r V) V z (U) ( ) O ct U J O �o W U rn a � JOB NO. 112066 SCALE 111 _ Sol SHEET NO. 3 Z x w w z 0 z w z J J O U O C a� c O U C N `L 3 W a� L x x a� N s _ 0 s 3 C v G 0 d-• U _ L G O U L O a C v v� c :n c O U _ L 0 to C O U O a N E O C _ N U C ti J O N a s 3 N 0 Cl L _ a G a 0 0 0 s 0 C a s a c v L a i2 C O N O s 3 C a� U _ 0 L CL 0 C a E a C a 0 z z 0 z w z J J O J O i O L a U X N N .0 N O E _ U O a a O _v U 0 m 0 a a co C 0 a a� a U PROPOSED TYPE A BLOW -OFF & VALVE W 056KO- 00- 00 -000A 1 FOOTHILLS CROSSING INC W 48.825 ACRES, D.B. 4319, PGA03 W ZONING: R -1 RESIDENTIAL ® u) ui <t 0 O Li 200 C _ z O V 1 i-1 r) M W V / LL z W �II J I- W W °- z Q > J W (/) W < T F- -r V) V z (U) ( ) O ct U J O �o W U rn a � JOB NO. 112066 SCALE 111 _ Sol SHEET NO. 3 Z x w w z 0 z w z J J O U O C a� c O U C N `L 3 W a� L x x a� N s _ 0 s 3 C v G 0 d-• U _ L G O U L O a C v v� c :n c O U _ L 0 to C O U O a N E O C _ N U C ti J O N a s 3 N 0 Cl L _ a G a 0 0 0 s 0 C a s a c v L a i2 C O N O s 3 C a� U _ 0 L CL 0 C a E a C a 0 z z 0 z w z J J O J O i O L a U X N N .0 N O E _ U O a a O _v U 0 m 0 a a co C 0 a a� a N52° 00'09"W 3011.11' 10 a 1 Inch - 50 ft. if \ ? `\ \ � �.-_ ---- _ ....__ \ ` \ % �`` -.. _ ✓' _'.,• -_ - __- � � ,f 1l / � � ` 1 ' , � � ; � \ `�` \ \ \ .\ �.,,` . '---- _._ - a J^ - � � -`' -- z 0 E--4 U) H co W rrD V1 < J z °- �� W -� z w -- oe-o Q CL 010-00, /0� W 0 (f) z T< n ^i ti V V z F--q rV ) V 0 U 1---1 F- 0 0 t. w i. 'n w CL JOB NO. 112066 SCALE 111 = 501 4 d Z iY Li w Z Q Z W Z J J 0 U O c v N C O U C N 3 N h N a x v v a O t a, S a c 0 U 7 -1. N c O U L O c C) 6 S a C O U i N c O U O O O c N N U C i N v O N v 3 v 0 a L v a T c 0 0 v a v 0 c 0 r a v v 0 a c `0 v 0 3 S Q) U 7 0 Q v N S] O c T a E c v C� Z Lil W Z U Z W N Z J J U O T N CL O a v cn a U x N v 0 c a) E U O D v a U O 0 U) a a a c a NOTE. PROPOSED LANDSCAPING TO I UTILIZE OUTER 3' OF PLANTING STRIP ( I PER 3' CLEAR ZONE REQUIREMENT , i R C/L RIW _ 5' WIDE CONCRETE 4 CG -6 POINT OF CG -6 SIDEWALK 3' CURB & GUTTER I FINISHED GRADE CURB & GUTTER 3' 5' WIDE CONCRETE' ~'' 3 LEAR ZONE ( CLEAR ZONE SIDEWALK EXIST. GROUND 2X SURFACE �-"� I 21t 2X 2� 6 3' 6' PLANTING f 4" VDOT 21A ST14IP 4" UD -4 UNDERDRAIN* 6 PLANTING STi0NE BASE 4 2601 4" UD -4 4" T S7R/P 4" VDOT 21A S>aNe UNDERDRAIN* SUBBASE 21 STONE BASE EXIST. GROUND 5 6 9�1$E 1.0 5 1.0 14' 14' (TRAVEL LANE) (TRAVEL LANE) I 32' F /C -F /C • --•-•� R/W TYPIC,IL NEMHBORHOO.D S'TRZET SECYTION (57' R%!Y) CRIWON STR.�'L'T, INDICO ROAD, 001offy STRE.E'T, dflsSQIIITr STREET, & BINION PRI;rr �,41Z PUBLIC ROADS) ` CxS --SSAR RESIDWRATIAL & JfIXXP USA' SUBB2IVISION STREL'T PTSIGN SPEW..' 25 JfP.ff P "M ON 0ArA-S[PV ON *NOTE.' UD -4of D PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD Table 4: Pavement Design (VDOT Pavement Design Guide) EXIST. GROUND EXIST. GROUND Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr - Surface h a Base b a Sub -base h a DO .Cb`iWN EP 1-0" BADE ADT :. ST'O. UD-4 REO D GRASS WETW 05 OW47M tEQUFtE7IE1NT. 1, CORD1fiATED PE f AASHTO N-252 SHOULDER / 7 Crimson Street 134 0 134 5 5 43. ;`; SM -9.5 1.5 2.25 BM -25 3 2.15 21B 6 0.6 13:4'3 Indigo Road 192 0 192 5 5 8:68;1:,:_ SM 9.S 1.5 2.25 BM -25 3 2.15 21B 6 0.6 13'43:':: Odgen Street 300 0 300 5 5 1 Ct:24;" SM -9.5 1.5 2.25 BM -25 3 2.15 21A 6 0.6 13.43::.;: Mesquite Street 600 0 600 5 5 1265, SM -9.5 11.5 12.25 1.395 1 BM -25 13 12.15 21A 6 0.6 W-M" O'-1YM" 063" 0' -11Ya• 0'-^" 0'-4" CUBIC YARDS OF Comm CONC.PIPE 1 0.5006 1 0.1153 1.335 1.500 1 1.511 1 2.101 2.612 9•�1 Binion Drive 600 0 600 5 5 x'2:65;;; SM 9.S 11.5 2.25 BM -25 j 3 j 2.15 21A 6 0.6 13':43 ' I Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and are in accordance with their standards. - =•�� /� I``���I 111 w I i ',,: � I { .. \''•m t "t ,. ''yam- ..�.� •} PHASEI � 1lAi*FC's'iC.r3lzim•-�i" 'z�, -`� 5 `gin \\ �♦ MR ♦ A: ♦♦ TRUPGENERATXON SCALE: 1" = 300' Z \ PHASE II \ 1 \ { l 1 \ Goo ROAD NOTES ALBEMARLE COUNTY TRIP GENERATION CALCULA'T'IONS GRADING GENERAL CONSTRUCTION NOTES TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING 43 SINGLE FAMILY UNITS (INCLUDES FUTURE) - CODE 210 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA ADT: 412 VPD ( ENTER/ 206 EXIT GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ( ) 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE�+�rESr -� .." q�, " AM PEAK: 33 VPH (9 ENTER/ 25 EXIT) FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH REQUIREMENTS OF THE PERMIT SHALL GOVERN. PM PEAK: 44 VPH (28 ENTER/ 16 EXIT) SUITABLE MATER /AL TO THE SATISFACTION OF THE ENGINEER. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPEC >FICATIONS�� a 1 " 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ENTIRE EASEMENT. OTHER 7REES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH AT ROAD IN7FRSECTIONS SHALL BE REMOVED. THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY' """°`" *"" "'" "°qa"" --= °•" 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. DRA/NAG�E O THE CONSTRUC770N OF THE SUBGRADE. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY • �,�"� �•" a OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH ��i�a��".�;° 6. PAVED, RIP -RAP OR STAB /LUZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE ^• . A MINIMUM COVER OF ONE 1 FOOT. gyp- ° Y ,; .d..+ (VARIABLE WIDTH) O OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO ,ate "�.� .,. 2 STANDARD UNDERDRAINS (CD -) OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON STABILIZE A DRAINAGE CHANNEL. r�-- >I»sw,rrt a�"" 1 r,,�a see^ -' rt a"q THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. Z ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM - �a�.� �- � `t pman 1 "A&ww_* J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH TRAFFIC CON7ROL DEVICES 4" CONC. AND 8. UNLESS 07HERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE 1Nl TH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA T70NS UNLESS PIPE -CLASS Ill. i osa OOpq Op Obgbe % / / / / 0e 04pq OOp OOq OO OTHERWISE NOTED ON PLANS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA geesapeapaeaga \ \� \ \� \� / \��\ ' • ' .' ' a' ''• ! • \ \ \� \y \y� STANDARDS FOR THE CONSTRUCT'ON INDUSTRY 29 CFR PART 1926). "-__ " g•,;,�. -; % \��\ \\/\ \ \ / 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA TISFAC i70N OF 771E TtCT , : TEA IM OW ft • a \ \ / \// ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA7URAL WATER NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED , COURSE. gWgpeAt..eaMa CC-12 DETECTABLE YEARNING SURFACE FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:p ° Via" Yq. me. 4" 21 -A STONE BASE 1/ I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. CONCRETE SIDEWALK 1. . AN N ACTU AL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT ACTUAL OF THE AGGREGATF BASE MATERIAL. IF 77-IE SSV VALUES ARE LESS THAN 10, THE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE TOP „ NO SCALE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED BEING COVERED. 4 METHOD OF CORRECTION. CURB 2" R 1 " SM -9.5A 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND • SURFACE COURSE iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE ' , �• a COMPACTION BEFORE BASE IS PLACED. PLACEMENT OF ROADBED BASE MATERIALS. ' J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL 6" 3" BM -25 MEETS REQUIRED GRADATION FOR TYPE I, fl, OR III PRIOR TO PLACING AGGREGATE BASE. iv. A FINAL PAVEMENT DESIGN, BASTED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, n ' 1 ": 1 41 INTERMEDIATE COURSE 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE +d• 6" COMPACTED AGGREGATE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 A + . • 4 + 7" BASE COURSE, VDOT #21A v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE ° ' A + DAYS, THE PUGMILL REQUIREMENT WILL APPLY. o a OR #216 DEPENDING ON APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, a ° ULTIMATE TRAFFIC LIMITS FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE ° AND UNDERDRAINS AS SOON AS POSSIBLE, 6» MlN COMPACTED A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART - SUBGRADE GENERAL CONSTRUCTION NOTES FOR STREETS OF THE FINAL INSPECTION. 6" 2' I. CONSTRUC77ON INSPECTION OF ALL PROPOSED ROADS WITHIN 7HE DEVELOPMENT WILL vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR DOT #57, #68A OR #78 ASPHALT PAVING - ROADS BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. STANDARD CG-6 STONE BASE UNDER CURB NO SCALE COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CURB & GUTTER & CHECKED BY VDOT CONSTRUCTION. viii. FAILURE OF THE CONTRACTOR T'O SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL NO SCALE PRIOR TO PAVING AND /OR 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING BACKFILLING. THE (CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE ELIGIBLE FOR STATE MAINTENANCE., (3) COPIES OF 77-IE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. 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 NA TURAL WA TFRCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA7ONS NOT 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. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALID:ARON. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECOiRDA770N, THEN APPROVAL OF 77-IESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY T7yE DEVELOPER WHEN, IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT °S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. CEOTExTM E ORAM1aAaE FANIRfC PAVED SHOULDER <ovERLAp 2-•o- AT roar -� /-PAVED LONCATUDINAL "PERFORATED PIPE 1x1-4 M DRAINAGE PAVEIU:Nt LAYER zo ncrcNmwre y. " TYPE OF PPE CRUSHING StRENGTH * W.T 4" NOEL DIAMETER TYPE OF. PIPE CRUSHMN0 STRENGTH 1N W. 41' N011, MAMiTER .IDs '•':. n "'PPE SMOOTH WALL PYc .*3 70 PSXXX SUBIASE LAYER . "•.�' : SUSGRACE PPE .Cb`iWN EP 1-0" BADE OunFT PPE :. ST'O. UD-4 REO D GRASS WETW 05 OW47M tEQUFtE7IE1NT. 1, CORD1fiATED PE f AASHTO N-252 SEE. NOTE I A MO ELATE "OR CRUSIEAI .� ©" oLASS MEET►q �j ©RAVATION RANT. NON-PERFORATED, OUTLET . PIPE FOR USE_, -. I CINDER COMMERCIAL ENTRANCES AND FOR OUTLETS. vED; PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER) X WALL THOOCSS aw . i1LHM TYPE OF PPE CRUSHING StRENGTH * W.T 4" NOEL DIAMETER 30 "N1r SMOOTH WALL PVC .IDs .fROE -f S -SHOUtl OER SMOOTH WALL _� 70 PSXXX UNYE w" 'SHAM BE "WERD tR m 'e Ate! 6AUR. X WALL THOOCSS aw . i1LHM cEOTExTLE Dl7ANh�AAE FABlbC 2--o" A TMP1 r. to 1W NNXTESTED AICCORORNO TO ASTV 0-940 AT 5%00MTION. 30 "N1r DW SA 1 OPENER .fROE -f S -SHOUtl OER • SEE MOTE 9 _� LAYER p r tom LIE PAVEMENT NON ATED Y SUSGRACE PPE .Cb`iWN EP 1-0" V-0" 1137. AGGREGATE, #0 AGGREGATE OR..' " PPE :. ST'O. UD-4 REO D GRASS WETW 05 OW47M tEQUFtE7IE1NT. 1, CURB AND GUTTER 'SECTION f (FOR USE WITH STABILIZED . OPEN- GRADED DRAINAGE LAYER) SHOULDER / 7 NOTES: PAVEIAEN't 1`4" , 1. 4" MMMMUA,PROVIDED ATT~"" 4- OF A"WOATf'ON TOP OF PIPE EDGEDRAdNS IN GORE AREAS 2. WHEN THE LOWTUOlLK. PPE CONNECTS MCTLY INTO A ORAKAOE STRUCTURE, T-o" DROP INLET, MANHOLE. CCT.I. NON- PEWOO{RAAIEEO PIPES ARE NOT REOUM. T-5" pOUUTTLET. r -w' 3 INVENT AHOYE �11E�RT a' -y. ELEVATKM OF C�T& OR�INADE OtT�cl1 gTRyT W 4, ALL CON EC1KMiS CELSOWS wYES. ETaa wm,N PAY tsrtTS FOR otfttET PPE ARE TO BE OP THE SINE �RUSHMNG STRENGTH AS THE OUTLET'- PIPE, -- - - SIDEWALK OR 5. OUTLET PIPES ARE- TO IE INSTALLED ON 21 MIN. C3% DEMIABLD GRADE PERFORATED UNPAVED SPADE ;AND DATED EVERY 350"MA1tNW OR. AS:NOTO ON.rSLMIS. �RDE AT0 4, mage TO BE SEctkLY CONNECTED TO EW -12 0R OTHER ORANAW TRENCH WITH III AGGfEOATE F PPE 7. THE I R EHIRHICE'NC>FI- PERFORATED PPE SNM.L BE s -r UM77�FD IN .tJEU PERF 4' -s" 5. THE LENGTH CP PPE SETWEEN THE WVE CMWCTION AND THE EW -12 SHALL 6E g CURB NOCMORE THAN.2- -p '.70 PEiIuRT,CAMERA NSFECTM7IY .ROADWAY �W kC OF THE YN# LINE 1 OIJTTER i7AE TIOPL tRiQERDRAk/ WEEN Tt$ LETS C:. ' CM�ME X EtjTR/WCE CtfRB R£TLRiN$ �WILL 9, IN SITUATM?7•IS WHEN FULL DEPTH OF STABIf2E0 Od'EN•dtADED' kU1TETbAL CANNOT IE WYNTANED UNDER CURB NO 6UfTEIt, MD- 216 AGOREGATE SHALL IE USED BE N014- PIEWORAtED PIPE. UNDER l%ki8 AND 4UTTER. N0. 215 AC.QR£CAT£ MAY ALSO !E FWON TOP :OF, STASILMD f1PEN- ORAOFED MATERIAL LAYER CLXi'B MID WIT, ER, 12'.0'• al STANDARD'. PAVEMENT EDGEDRAIN RGID An BROOE O' -r, O' -1lft" C -ifs" D'-3Ys" STANDAWOS REVf" DATE SHEET 2 OF 1 0+-lW VwMAo OWAR'tAM OF T##0,ORTATIDN t0' -211 7D1 CUBIC YARDS OF Comm CONM' PIPE 0 2U1 "A7 s x D 1 b TwwrTOBE BEVE`2° - - - - - - - - `� �, • ' � / ' H wrrN rT, DO I� NOT BEVEL INVERT - e -- ' - ' - • - - - NOTES: 1. "'MAY BE REDUCED UNTIL 'W' WAC:tES A 1M WJA OF 4" WHERE VOWALL a BEVEL EDGE IS FWMED ON THE WEAOMALL AT THE MLET END OF THE PRP .EDT %EVE A8 8 OPE,�fTYi�1 BLM- SHALL TOP OF EtDWALL CLILVW (WHIR E TM FLORA ENTERS T!f CULVERT. 2„ THIS M!M WAY BE PRECAST OR CAN IN PLACE, 7' O � 0JR BEVEL ,UTLET ENO OF THE CULMT MAY BE Un" SGUARI 3., gUAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SM SHEET 5. LSMPFLi s. wME7RE ENDW S IRE 1, r LESS BEL ip{LDER 4. THIS BTAIDARD TO HE USED WITH BTRIIQHT CROSS NM AM ALL SKEWS OF TILE ppArL EI�WALL �L LE CONSTRUCTED P TO T e to, TO 45.1. 0. }V4N" CHAIIWER MAY BE MIOVIDED ON ALL E0M AT MAFMJFACTURER'S OINIM 5.. HEADtt'ALL TO 5E BEVELED N ALL AIM MIT WFERE A CONFLICT WITH MW OR wINOwALL$ aGCM Cw-1 E1r -iA ENDWALL FOR CIRCULAR PIPE MAETER W PIPE CULVERT 23"xMW 30 "N1r 91" 2r 0R "' ZP 001 30" W OR 3P A� 0'4" 0 -111" 0' -9" 0'-11" 1-0" V-0" 0'-1" O' -r T -i" F3" 1-5" TW" r -O" G.' ?-*1 1' -r' 1`4" r -2" 2-4" r -0" m T-o" Y 3" T-5" a' a a' -y. &-W W 0'41 014" o -r W -9" 0'-9" d -r III 2' -3" 1' -1" s -r 3'-0" 4' -s" 41-V L. W -0" 5' -0" 5'-CM' 5'-011 10-0 12'.0'• al D' -1'1s" D' -Ty1' O' -r, O' -1lft" C -ifs" D'-3Ys" bi CP -r 0'- } %A" 0+-lW 0,-2" t0' -211 10141" CUBIC YARDS OF Comm CONM' PIPE 0 2U1 0.492 CW97 1 1.319 1 2=7 2.047 C-M- WIPE 106257 1 0.571 06739 1 1.395 1 2.115 3,146 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLPTIC& PIPE CUL%VNT ISM it RISE) 23"xMW 30 "N1r 3rN2r 3n24" 4rxV' 45"49" A$%=- 53°x34" A 0-4" 0' -9" 0' -10 0' 11" 0'-1" T-W T-0" T-0" B f-1" 1-11" 11_r 11-511 T-2- V.10" 1f -lT' r -IT' C T -e" 1-1r 1'-11' r-4" 21-5" 21-11' r-w 2' -5" D 7-2" T -7" r-MR 2-.1014 21-M 2' -5" r4r 2'-10 - F 0'-W w -5" O'-9" 0-r 0'-11 0'-0" 0' -V' I 0,-11,. H 21-10" 3' -3" 3'-7" 2--9" 4'-D" 4'-2- 4' -S- 4`-7" L &-5" r -1" 2-P -5" r -2" t0' -211 10141" T2' -1" Ir -1" 5 T -TIP 2-65" 2'-10" 3' -2" 31-5" 3' -9" 4' -Y 4`-5" 0 W -2%" D -31Jq" 0' -M- 0'-4" 0-411 " 0'd;'C" O'-0' W-M" O'-1YM" 063" 0' -11Ya• 0'-^" 0'-4" CUBIC YARDS OF Comm CONC.PIPE 1 0.5006 1 0.1153 1.335 1.500 1 1.511 1 2.101 2.612 9•�1 STANDARD ENDV'1ALL FOR PIPE CULVERTS 12 " -36" CIRCULAR AND 23 "x14" -53 "x34" E:LUPTICAL PIPES 302 NR&NIA, DEPARTMENT OR MOMPORTAMN 101,p1 ,TH 0-p'�t; j SCOTT R. COLLINSZ No. 35791 ,7 4 z )DIAL E � W W Z o Z .I 0 kQ U ca W LIT � J Z L w ce Ln d o H f I'dw Z w z J J 0 0 c 0 C 0 U C N 3 w a� CL X 0 Qf 0 s 3 0 N 0 0 U 0 ,r C 0 U C 0 C 0 U L C 0 U O a� E O C F.n U z _0 0 O a i W `/ V / O rA 0 a H o M0 W ) Q) 0 0 0 C a t QC 0 z J� O. 0 O F.•.� w N L W 0 S 06 _0 r� 0 U) o > O 0 n Lu z U) ) .� 0 t v Q Q C �y CD LL Z Ld w w Z 0 z z w z J J W r� 0 V) o 0 O L.L 0 0 a 0 Ua U X .0 F 0 O0 OU W L. L � ^O Uj ro a o U JOB NO. 0 112066 SCALE o AS NOTED o SHEET NO. 5 �' - y__-- - _L - f _ - - - _ General Construction notes for Stormwater Management Plans ! �� - _ �\ __ _ _ _� --- _ - --- '� BIORETENTION BASIN 'A' ANTICIPATED DESIGN &REQUIREMENTS: Subarea A Proposed Impervious Areas Treated i. All dams and constructed fill to be within 95% of maximum dry density and 2% of ;__mac _ i -- _ - �� -------. \, optimum moisture content. All fill material to be approved b a eotechnical engineer. A _ -_- --___- - Treatment Volume (Per VRRM Calculations) 5,697 cf Roadway 38,425 sf 'TH p pp Y 9 9 \ ` _ RAILROAD / Minimum Treatment Volume Required for Level 2 Design 7,121 cf Sidewalk 7,000 sf �j geotechnical engineer is to be present during construction of dams. \._AVENUE '� '---_ 1 �� \ _._ - _ _ � -- 7 j - \ Minimum Forebay Volume Required (15% of Tv) 1,068 cf tots (1,800 sf per lot) 16,200 sf O 0. 2. Pipe and riser joints are to be watertight within stormwater Management facilities. — — _ _ ____ -� ' ,i - _ ____ __ __ J _ For temporary sediment traps or basins which are to be converted to permanent =- _ - - _- - - _ = - _ _ _ �- �= _---- _.__ __ _ -- =� -"- --` �~ -- _ _ -- - - - _ _ _.._ ---- `J 1 \ I l *Minimum Surface Area Required (1v /Storage Depth) 2,451 sf Total= 61,625 s# SCOTT R. COLUNS� 3 p rY p p _ — -- - - ..._ _ _ - __- - — _ -_ - = - _ - __ - - -- _ = -- -- - - - - - - - -- _. __ - -_ -_- -_ -- '--- = -___ — — = -- == = _ -- -_� - - = _ -- stormwater management facilities' conversion is not to take lace until the site is stabilized _- - - _ -- - - -- - `— = = = --= J J - ` _' __) _� 9 p , - � - �, `-� 77 .._ --- -_ _,--- - -- - * � o �� _ U No. 35791 � - and permission has been obtained from the County erosion control inspector. / ®� ©� ©� ® ® ®0 D ®� _ ©__ . �! © 0 CHO 10-b d; - - -- __) -___ _.� S Assumes a 6 of mix at 25% porosity; 3 of pea gravel at 2% Subarea B Proposed Impervious Areas Treated - --- -- -- ` ____ -- - 1- - / - -- - -- - _ - =-- - _ -_ - _._�.' /� - _�' - 7 � - _ �.,t - _ porosity, l % po s_ity & f po ng a -Roadway 27,525 sf �t 6 _ __ -- _ — -__ __ _- -- _ - — — _ _ �-- - - -- -- _- -_ -- - - ---- _ / 0 sf ��s G� ? _,- ®® �_ -_�•' `� ro 2" of stone at 40 ro 12" o ndi t 100% Roa � - — — -C= - — - -- - -- _. -- -'_ - - -- - �® _ r- _ Sidewalk 6,90 SIp E� � . -. - _ --- -- ,- \_ _ __ -- - \ N L - `�-- �___ . - -- __ __ _ � -" _ _, Lots (1,800 sf per lot) 30,600 sf _ �` -� _= - _ - - .\�..... ,\ / / -'�i- _� _�, I , "I \, .r- _� ,/ I� Total= 65,025 sf' . ./ _ ©1 :`,� \ - � \ \ \ 1 Proposed Impervious Areas outside of rej .. "' \ , 0 ( �� �\ , \ ` / , Subareas A & B (within Parcel limits) Bypassed '� I - _ _ — ,, \ .... \ \, \ \ � \ � \ � \ / / - Roadwa 5,375 sf / / / _- -- �t . \ i I � I / \ , _ -- -' Sidewalk 1194 sf / ---- ---- ''� _ __ yr ,- / _ d ___- -_ . —. 1. \� - _ .."`� \\. I ' O 'I ) \ � ; %r l /' l } \ ) i �-'- ' 0�00 / ` _ _ =, S �_'� ���` �`v t Q A p © ©� / / i / ; , // Lots (1,800 sf per lot) 30,600 sf i _ - - -- °- - _ \ �,, \ I _ / � / 1` , // Total 37,169 sf I. -.. _ . ~��._ ............ f W.0 .OF ST F 1 �, -.-- \ \ _. _� i % t ) 1 % / I I / W _-VV « « « _ \ I \ __� i 1-111 / .............. '.':.'.:':.':.'.'.'::.'.':.'.': .'.':.'.':. .'.'.. :'.'.':.'.'. :.'.':.'.'.'.'.':.'\'. ':.'.'.':.'.'.'.:'.'.'.':..'.': .. w -�. \ � / / / M\ \ \ �.._ \ I �.. - _ / // \ (n �1 , l --'�'f _`-'_ X..'.'.' ' ,�' ' .''� / _�, / ® ! -� / /' ' --'.'- _\ _ ' •rte' ` \/ � -' Z ___.�o . __ _ ____ ...... ,rte ___ _�]// / r © - -_ _, PROPOSE D V(_OPMENT \. / \ - - ®. / _� \\ '\ i_ __ j L11 I / f - / / i UNDER`DIF� REN SETiOF �\. /......' i �- - / _ _ ` �` - - - -- U CO / / \, i / — ___ - ___ � � l ; \ � __----- __ � � I ,_ - I--- S I/ ___�. I /11 / I __� - M " tz :: __' _ ­11�' 1, ... _­_ -I-,' ... .......... I........ \ 1, -1 .. ..... /I k I..--- 7' /I — 10� � ...-,`�:::::� 1-1 I" �.:.,.,..''..,-,..,.'.'......... \ \ -_ ��__- -� , "*:-��:::::�:-:-;, L\­ -=--- � - __ ............. ............ -: . .. I - \ , - __�' � ...................... . ............................... :_�_ __ 1, (n Z < '' ­* ..... .. \ ". \ - - ® l \ \ \ \ -- / /� ( \ - _—Z ____�:__� 11 / 9 � - :,* ... ...... ,\ \ - ..,.. -,, \ Z/ x - - " -11" ,X 11 __--l'-� _� --- _-�J/��- ,,, --- -,,, -, ,",-, __ ,_ tu gy_ l I / 1 r+ i - \ \ -\ \\ a 1. _. ./""' .... J \ ........... ...... ............ Y .............. ......... ....... ..... ... .. .. ............ . ' ....................... .. .. ....... ... ........... .... .... ....'...: '.' �_ , .... ...... . ......................... \ �- .............. ............................... 0 \ 1 �. ........................... ... ............................... - - -. 1 _ \ \ - '�_ _ _ _ _- \ 1 \ /' ` J\_ J \ \ _ \ i \ 0 1 ____ __ -_. ____ _ \ \_ I � 0 t , r _ - \,':'.:'_.rte:':'.'. _..__ —. \ - __0 t - _ I I \g_ I 6 � \ S �� 11 / - \. o' _tom � __ ��,��\ � - - - _ � \.� I v / _., - ; / fA. - �� j \ _ i \ _ \ _ _ _ __ \ 1 1 r / �i _J - - �-_ Ln :� Q \ /� � o �f .................. . __ 1 —,— ( J � 1 - ;f r k\ \\ zAkl . ( � I __ '\ —\ -\ \\ \ \\o __ -- 1 i \ \ -\ PARCEL s LEGAL i j ( / _ :': r -\ \ ` \ \' f' �' ---- - \ \ ®� - _-� LIMITS (TYP.) ( ..... \ C.�� r I \\ \ \�� 1. \ , / -� 1� \ \ - ^_ % :: :.':':':'.':. :.. LLEY (UNDER DIFFERENT I - - \\\ \ 0 \\ ..` �_, \ ® - - _ _ --- ���- \ \ \ /::::.. /::' `\ SET OF PLANS). / - / \\ ) \, \\ \ r -_ _. .- - \ r / \ 1 .' .. ......... \ . �_ __•- :::.- :.': ':.' - P SED LEVEL a -- - \ \ \ PRO O �� \ _�" - - \ \ ..'..' :................... ET POND UNDER / >r -: , :. ,:;.::.:, ,1 / - -- - -- - - 13 - � :::..: 1 \ i -_ /, \ ! \ / ` , . (1 / \ cYi _ :.. ,. �. \. DIFFERENT SET OF ,.:.,�•....... _ -� ........:.. ...:.... :. i -�' � --' i / __ �\ / / \- PLANS) TO TREAT �. `''' / t \ i _ , \ 0.8.8 ac. OF PROTECTED-OPEN _ � � i' -\ � N \ ! / i \ \ �- PORTION OFTHIS \ \ �, .? T 1 ,.. o:� / - \\ 1 PACE O B ENCaMPA5SED I1�AIW S _ t _ T .. o :.....,:. ::::, , �. \ UBAREA B _ \ \ .... / \. cfi : 11 \1 \`� SEME�IT PtOHIBlTING FU PURE ::: :::: -` - DEVELOPMENT \\ �_` j 1 / I OGDEN /.r - �! / / URB. D ........... r..' - ,,.. / / STREET \ lam-' %.. �i' D ELORMENT. UND 5 T E i... ..... ' .. \ / l __- '\ \\ i \ — \ !� t v.- \ - \......... / I \ \ PR TECTED OPEN SPACE TO .._ \ \ •; .,. ::::'..:..i l::.' / / \ � \ . '�i ,:,. <n .mot: _ / f��\ ._._- r ERV A5 A\BMP PRACTKE. �- _ r \ ,\ : _,..:: _...;..;:;,:' 4•< .:::::.::1::::,.:.:;^: >:: -;;,:: ~ . _ \ ,, \ \ \ �- - � - - r: w:w \ ;,, \� ! �� • '`� STORINIWATER MANAGEMENT SUMMARY N l I ,,� / / r \ � \ \ \ ` -- Z _ __ 1 \ \ THE PROPOSED PLAN UTILIZES A CLUSTER DEVELOPMENT THAT MINIMIZES LAND DISTURBANCE AND MAXIMIZES OPEN SPACES AND STREAM BUFFER \ 1 1 \\ :. A� . � \, \ `\ o �� It Z ) \ PRESERVATION. THE PLAN ALSO IMPLEMENTS CREATIVE DESIGNS WITH THE ROAD /LOT LAYOUT TO MINIMIZE ITS IMPERVIOUS FOOTPRINT AND TO MINIMIZE \ .:ice \ \ / \ 1.. r• :'' , ->: \ :r \ \- -.- \ \ �- _ \ 1 THE AMOUNT OF GRADING &DISTURBANCE REQUIRED. THE END RESULT IS A DEVELOPMENT THAT REQUIRES A TOTAL PHOSPHOROUS LOAD REDUCTION OF \ - - -- �`� \ \ \ .:: \ 666 _ - 1 6.271bs r. THE DEVELAPMENT ACHIEVES WATER UALITY COMPLIANCE BY REMOVING A TOTAL PHO PH R US LOAD OF 6.31 Ibs r THROUGH THE USE OF 11 \ \ \ \ \ \ \\ i m \ /Y Q S 0 0 /Y j - \ / \ -�-� . _ -- ;: PRESERVATION, BIORETENTION LAND R TiON ONE LEVEL 2 B ETENTION BASIN o' a� \ &ONE LEVEL 2 WET POND PROPOSED UNDER A DIFFERENT SET OF PLANS. THE REVIEW OF THE WET W �3 - J s C 111 / `\ e \ \ ;;. . I ,: � \ _. -. -__ \ ( \ POND UNDER A DIFFERENT SET OF PLANS WILL BE SIZED FOR THE ULTIMATE DEVELOPMENT AND PRIOR TO THIS PLAN'S FINAL APPROVAL COMPLIANCE WILL BE J i. } � -'� �'' \ (� \ \� \ \' \ ` ` ` \ VERIFIED. PLEASE SEE THE ATTACHED VRRM CALCULATIONS FOR EVIDENCE OF THIS COMPLIANCE. PLEASE NOTE THAT IN THE ATTACHED VRRM CALCULATIONS i`_ \ \\ \ \ Y, \ \ \ \ i - \ i \ THE SUBAREA 'B' WATERSHED IS REPRESENTED BY THE AREAS THAT FALL WITHIN THIS PLAN'S LEGAL LIMITS. THIS WAS COMPLETED BECAUSE UTILIZING THE ` ` \\ \ \ \ � \ ® �__ f \\ WET PON'D's TOTAL SUBAREA WOULD RESULT IN SKEWED INFORMATION WHEN COMPARED TO THIS PLAN's LEGAL BOUNDARY /PROPERTY LIMITS. / V \ \ \'::: \ = _ /' /! \ \ . \ / ' \ ;; \O\ '\ \ \ ..:'\ . \ \` \ \ \ f I / ,\ THIS DEVELOPMENT ALSO UTILIZES ENVIRONMENTAL SITE DESIGN (ESD) TECHNIQUES AND PRACTICES IN ACCORDANCE WITH THE JULY 2013 DRAFT VSMH. 1. ...._`, w % \ - ;< \ f \ // I THE SfORMWATER MANAGEMENT DESIGN CONCEPT WAS INTEGRATED EARLY IN THE SITE PLANNING AND DESIGN OF THIS DEVELOPMENT. THIS IS '� LL \ \ / / / ;;;; {: ;]!i:;:3:;a- \ \ / i PARTICULARLY EVIDENT IN THE PLACEMENT OF THE ROADS AND LOTS TO REDUCE GRADING IMPACTS. EXAMPLES OF OTHER ESD TECHNIQUES AND PRACTICES . , .: \ \,._ . \ \ / PROPOSED ARE AS FOLLOWS: k9 / \ PROPOSED IMP,EI�VIOUS \ \ w , r . ...:. d\. -: AR AS OUTSIDE OF O /. , �' ;:<:.: :.:: ,.::'.'.::,:.. \ ' \ :: A. ESD PRACTICE #1: THE PR P E T \ 0 OS D PRESERVATION OF UNDI >.;::a ... - ;::.s:; \ :::::.:....:::.::: -' \ � ". •.., ,_r .......... � �. °;:.:.. 4.,:::::; >:.::::...::::::.:. ;::c � / � STURBED NATURAL AREAS. J ,S� © PARCEL 's LEGAL LIMITS /'\ "::':.'':ar' :`i:.`a:: \ `\ \ / ) THIS IS ACCOMPLISHED THROUGH AN EASEMENT DEDICATION OF THE STREAM BUFFER. TH! ! A ACHIEVED THROUGH PRESERVED OPEN \, ` .: '.':::'.: \ ; > :::::.: ° , ( E S S ALSO . / / \ `. - v,.. \ \ \ (NOT INCLUDED 11� SPA(CES PROPOSED TO REMAIN UNDISTURBED OUTSIDE THE LIMITS OF DISTURBANCE, AND THAT ARE PROHIBITED FROM FUTURE / % (� Q \ \� \\ \\ 0 A / i Q • / � �" � � \ \ � � � � � �' CALCULATIONS) ) DEl/LrLOPMENT. PLEASE NOTE THE EASEMENT PLAT WILL PROHIBIT FUTURE DEVELOPMENT OF LOTS WITHIN THE OPEN SPACES SHOWN TO BE V RM CUL\A NS = \\ ROPOSED LEVEL 2 `:\ P PRESERVED. / F ' CD [ A� ._.7Z.: - I / ... BIORETENTION \ \, 1 `!o \ ••. ®•• ; /io I ) '! .•,, i' B. ESQ PRACTICE #2: THE PROPOSED PRESERVATION OF RIPARIAN BUFFERS. U ' // ` I: s'! BASIN WITH THIS �\' ' � I 2! � (THIS IS ACCOMPLISHED THROUGH THE EASEMENT DEDICATION OF THE STREAM BUFFER NOTED ABOVE IN ESD PRACTICE il.) W 1. -- _ / "- f %y \ S ( - t / �S\ C. ESD PRACTICE #3: THE PROPOSED PRESERVATION OR PLANTING OF NATIVE TREES =1 / / V % _:; >: ( ;;F. _ \ SET OF PLANS) I \ P , °'; : SUBAREA A ` \ � G / (THIS WILL BE ACCOMPLISHED THROUGH LlMI77NG THE PROPOSED DISTURBANCES IN THE EROSION &SEDIMENT CONTROL PLAN. THE LIMITS r1 2� ' "' :° ( _'.�" ::: ,' . \ \ , \ \ ��' OF D /SR/RBANCE WILL REMAIN OUTSIDE THE LIMITS OF EXISTING NATIVE TREES THAT ARE PROPOSED TO REMAIN WITHIN THE STREAM w I ® O W " ( ° C , l \, ! l BUFFER AND PRESERVED OPEN SPACES. \ \ :,.. ", _ . \ L 1 - < P D E50 PRACTICE #4' \ I CTIC .THE PROPOSED AVOIDANCE F DI � � \ / 0 DISTURBANCE WITHIN FLOODPLAIN AREAS. T` \ � � I" -'� � � � � t � � ��- - l` THIS DEVELOPMENT UM /TS DISTURBANCES TO THE FLDODPLA /N AREAS WHERE POSSIBLE AND ONLY IMPACTS THE FLOODPLA/N AREAS FOR l \ ---_ S I /.� :..: ; ':':':':' .:'.:':: ' \ \ � ` r Y'; ,t ? "> < <: _ /J THE INSTALLATION OF THE PROJECT's UTILITIES AT THIS TIME.) Cn L'.'..'.'.'. \ .. \ \ " / "� I 1 1 I\ S \ \ \.; ::';; ~ - / E. ESD PRACTICE #5: THE PROPOSED AVOIDANCE OF DISTURBANCE WITHIN STEEP SLOPES WHERE POSSIBLE. - / _ \' :- ® 'C. �. 1 \ �\• 1 ' THIS DEVELOPMENT LIMITS DISTURBANCES TO THE ALBEMARLE COUNTY DEFINED CRl11CAL SLOPES \ �+ \, i" , F ESD PRACTICE #6' THE PROPOSED DESIGN FITS THE TERRAIN. \, ' I " ".' \'I. ::::': ....... -�\ THIS DEVELOPMENT LIMITS LOT GRADING HAS MINIMAL DISTURBANCES WITH THE PROPOSED ROADS AND PLACE SWM FACILITIES IN M ,, ::: ....... 1... ....... ":.' :...... EXISTING LOW AREAS OUTSIDE OF STREAM BUFFERS AND FLOODPLAIN AREAS. THIS DEVELOPMENT ALSO MAINTAINS THE GENERAL DRAINAGE - - \ / PATTERNS AND 2M 0� \ _.: :.; s::i.; / / / { .". '..' . '.':.'..1" .\'.':..... , ..... \ DOES NOT EXCESSIVEL Y REROUTE RUNOFF. \ \\ \--, �-- / / t (� \• \ \ -� G. ESD PRACTICE #7: THE PROPOSED DEVELOPMENT IS LOCATED IN LESS SENSITIVE AREAS �� `�., 11-1 I - I . ... I.. \. \ _ \ -_ \ THIS DEVELOPMENT AVOIDS DISTURBANCES TO THE MORE ENI/IRONMENTALLY SENSITIVE AREAS, INCLUSIVE OF THE PRESERVED CRITICAL W , � ` >::: ': _ ..: ::_>; s.:..., t \ `� ::.....' . :.:... .,.::::'.:..:::..:'.:' \:'.: \ - \ \ / SLOPES, STREAM BUFFERS AND FLOODPLAIN AREAS. \ 1 I- \ i / ) LL -_.__ - , ' , .. ' . ' ....: :...;. ':: ': \ \ '\ - \, _- i ji H. ESD PRACTICE #8: REDUCED LIMITS OF DISTURBANCES 1_ _ _ - \ \ \_ -- ` '`' \.:'::: :: \ \ !'.., ". o. ac -0F PROT�CTE OPEN SPA T B �' % / (THIS PROJECT CLUSTERS ITS DEVELOPMENT AS /S EVIDENT /N THE LOT LAYOUT AND ROADWAYS' GRADING PLAN. THIS DEVELOPMENT ALSO L \� o .. .... . . :'`::::;. \ \ ' \ENCOMP SSE IN\ N �ASEM�IV .:::.. ,\, \ \ \ --�. t \ .___ , PROPOSED TO REMAIN UNDISTURBED OUTSIDE THE LIMITS OF DISTURBANCE.) N \\ / _� — \ �\ \ \ ( ---- '_ \ / / i I. ESD PRACTICE #9 /CP PROPOSED USE OF OPEN SPACE LL A [? A __ `_ 1 # - \:.. \ \,�\ \\ \. ]PROHIBITING FUTURE DEVELOPMENT. i 11 `': �� - ZZ (THIS PROJECT CLUSTERS ITS DEVELOPMENT AND U77LIZES OPEN SPACE OUTSIDE OF THE LIMITS OF THE RIGHT -OF -WAY AND LOTS. THE W \ \ ":::.'l. ".'. `.. '. '.'... '.'.- >,: \, UNDISTURBED P�2pTECTED OPEN SPAZE�\_ CLUSTER DEVELOPMENT SMA7EGY nELDS EX7ENSl OPEN PACE IN EXCESS OF 9. 11 -- - \ __ \ \ \4 \ \ \ \ \ i VE E SPACES 25 ) 0 Q } Jj \ - _ ;: ' \ 1 TO SERVE AS MP P. tRACTICE: \ \ __ -1 J. ESD PRACTICE #10: CREATIVE DEVELOPMENT DESIGN \ _ 1. (THE CLUSTERED DEVELOPMENT WITH SIGNIFICANT OPEN SPACES, COUPLED WITH THE ROAD DESIGN RESUL 77NG IN LIMITED LOT GRADING, l \ \ \ r' �_� ` � �` - / J � _'. �::''.'.'..'. \ 'I �, \,` \ \, �_ / / - _ PROVIDES FOR A CREA77VE DEVELOPMENT DESIGN THAT LIMITS DISTURBANCES IN A LOW IMPACT FASHION CONSISTENT WITH CHAPTER 6 OF (� I ,% 1' (".'.'. \ l \ \ _ / ./ THE 2013 VSMH DRAFT.) O i \ \ \ \� ``` i ' V. \ \ \! \` \ \ \ �.r K. ESD PRACTICE #11: REDUCED ROADWAY WIDTHS AND LENGTHS \ - ``' / ,.. \ \ \ \ * \ �`\ \\ �- it i/ i \_ \. \ \ �� \ I \ \ (THE PROPOSED PLAN UTILIZES THE SHORTEST WIDTHS ALLOWED BY ALBEMARLE COUNTY FIRE AND RESCUE. ALSO, 7HE PLAN MINIMIZES I \ ` -- IM�TS OFWF'O i %r JIVE LENGTHS OF ROADWAYS BY HAVING VARIOUS CUL -DE -SACS FOR LOT FRONTAGE AND LIMITS PROPOSED SINGLE FRONTAGE LOTS. 0 "� ,\ \ -_ ___. / `.._,._,, t \\ \ S R\EAI�hBUFFER \\ ` MEANING, THE MAJORITY OF THE ROADWAYS HAVE LOTS ON EITHER SIDE OF THE ROAD, HEREBY MINIMIZING ROADWAY LENGTHS. INDIGO 1 � , \'\ \ \ \ \� �\ �. �� _ / � f I 1 { ` I , \, , (TYP.) ` - - l \ \_1 _ W - _ -� ,-- - ROAD IS THE ONLY PROPOSED ROAD WITHIN THE PARCEL's LIMITS THAT HAS SINGLE FRONTAGE LOTS.) \� \. \ L. ESD PRACTICE #12: REDUCED IMPERVIOUS FOOTPRINTS \\\ \ \ \ \ �� \ \ __ r I I I ( \ j \ \ \\ \ \,\ \_ - _ -._._ - _/� _ (IN ACCORDANCE W17H ESD ill, THE ROADWAY IMPERVIOUS AREAS WERE MINIMIZED TO THE FULLEST EX7ENT POSSIBLE.) '_ \, _ �, --_ -�-- ,- � I // ,, 1j ! 1 \\ \ \ � ` �rr / M. ESD PRACTICE #13: REDUCED PARKING FOOTPRINTS -11 \, \\ \' \ ` `\ ___ / 1 / L_ \ ` I \ \ \ `\ _ �� \ -- ` i' - (THIS DEVELOPMENT PROVIDES OFF STREET PARKING, AND IN MANY CASES WILL PROVIDE HOMES WITH BUILT -IN ATTACHED GARAGES, �\ \ \\ `� �` / ~-- _ - -� -� �/ �/ (1 ` '1 , \ 1 I I, \ \ `\ \ ~ --`�� �- - HEREBY REDUCING THE PARKING FOOTPRINTS.) \ I ,\ � ,\ -'\ \ / - - __ \< < ; %/l I \ \ \ , �` - -- - -- _ _ N. ESD PRACTICE #17: USE OF BUFFERS & UNDISTURBED FILTER AREAS % \� \� \ \\ ~` \ / I - -` ti_ - -I / } j I' I 1 `\\ � , \ �•. --_ __ - (THE NATURAL SITE FEATURES OF FLOODPLAINS AND UNDISTURBED VEGETATED AREAS REDUCE RUNOFF, PROVIDING INFILTRATION AND KAP IC AL \ \ __- % ;\ ` � I \ } \ \� `'� `\ - _ - -- '- STORMWATER FILTERING OF POLLUTANTS AND SEDIMENT RECYCLING NUTRIENTS, AND MAXIMIZES ON -SITE STORAGE OF S70RMWATER.) 11 �, \ �� ,__ / / \_ \ / \ �. 0. ESD PRACTICE #18: CREATIVE SITE GRADING, BERMING AND TERRACING 0 0 4 80 160 \ 320 \ �`, \ \\ (. \ \ \� \ \ \_ -- _ \� \ \� ��_ r_ _ J -L_ 1 \ \ / 1 I \ \ - _ - (IT IS ANTICIPATED THAT THE PROPOSED SWM FACILITY's EMBANKMENT GRADING WILL U77LIZE BERMING TO MINIMIZE GRADING DISTURBANCES I \ \� \ ' \ 1 I t I i \ \ \ ` \ \ -- — 'i/ r FOR ITS INSTALLATION.) \ __ I j / f ! I \.� \, \ P. ESD PRACTICE #20: DRAIN RUNOFF TO PERVIOUS AREAS �/ --�' \ \ (- i \ ' _ (THE PROPOSED GRADING PLAN AND VRRM WA QUALITY CALCULAT7ONS ALLOW FOR THE REAR POR77ONS OF SPECIFIC LOTS TO DRAIN / ( IN FEET ) - � -= - �\ \ \ `\ \ \ I \ I \ _� \ \ '� \\ `-� ""I \._- j AWAY FROM THE ROAD TOWARDS PERVIOUS AREAS BEING PRESERVED & LEFT UNDISTURBED. THIS ALLOWS FOR GROUNDWATER RECHARGE / 1 inci, = 80 ft. { �( `"-��\ \ \ \\ \ \\ ` ' i I \ '� \ . \\ \\ .� ,\1 ! AND' RECYCLING OF NUTRIENTS.) w w Z 0 Z w U) Z J J O 0 c Q) C 0 U L 3 0) U) L Q X N N D 0 3 S�. C 0 - U 7 L C O 0 v C 6 6 0 c 0 =.-. U F O 0 O .� 0 C 0 :5 N U CL I L Q- > z > 0 O -C 0 3 H 0 C r ^ V) 0 CL H CL / T C H 0 Q o mm Z) Z :3 U) < -0 J° c o IL.. � 0, z` 0 ;7 w v a H g 5' W o J �,,J W < : Z W = CL Q 0 0 L H °) ai W -0 w I-' ° C vj < >, ^ a E C o 7> 0 CL K ry Ld w V O z w z �Z w H U Z z J U) 0 w U v, O / QL Q 0 Ua > -2 ..J V X N H a) \ _ (1) C) o C I - C o) o 0 U ��■■ 0 L.i. w ° a � o U JOB NO. En 112066 -0 SCALE c v It En I = 80' 0 0- SHEET NO. T 6 Q)