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HomeMy WebLinkAboutSUB202100060 Plat - Submittal (First) Preliminary Plat 2021-03-22GENERAL NOTES OWNER: GLENBROOK LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 GLENBROOK AT FOOTHILLS PHASE III DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 400 CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. PORTION OF 05600-00-00-057DO (DB.50J9, PG.66) - 9.50 ACRES 2. PORTION OF 056A2-01-00-06200 (DB.50J9, PG.66) - 0.08 ACRES J. 05600-00-00-05731 (DB.50J9, PG.75) - 9.32 ACRES 4. EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 2 FOR AREAS & PORTIONS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING: R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES OVERLAY DISTRICT DENSITY. ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC + 30 X BONUS DENSITY FOR PORTION OF PHASE III DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE X DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3) TOTAL PROPOSED DENSITY FOR BY -RIGHT PORTION OF GLENBROOK AT FOOTHILLS: PHASE l: 10 SFD UNITS WITHIN 3.61 ACRES (BY -RIGHT R-6) PHASE Ill: 144 SFD/SFA UNITS WITHIN 19.94 ACRES (BY -RIGHT R-6) PHASE V. 35 SFA UNITS WITHIN 5.84 ACRES (BY -RIGHT R-6) TOTAL PROPOSED DENSITY = 189 DWELLING UNITS WITHIN 29.39 ACRES TOTAL ALLOWABLE DENSITY: 6.435 DUA (22.29 AC x 6 DUA) + (7.1 AC x 6 DUA x 309 BONUS INCREASE) 189 UNI IS. (177 UNI IS + 6 AFFORDABLE UNI IS & 6 MARKET RA TE UNI IS) TOTAL DENSITY PROVIDED: 6.431 DUA 189 DWELLING UNITS(INCLUDING 6 AFFORDABLE UNITS + 6 MARKET RATE UNITS) PROPOSED USE: PHASE //// (THIS PHASE) SINGLE FAMILY DETACHED UNITS = 20 UNITS SINGLE FAMILY ATTACHED UNITS = 118 UNITS AFFORDABLE UNITS = 6 UNITS (SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS) NOTE: TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS, EXCEPT FOR THE (12) 1-BEDROOM RENTAL UNITS) OPEN SPACE: TOTAL OPEN SPACE PROPOSED (PHASE Ill) = 5.82 AC (29.2,) TOTAL OPEN SPACE REQUIRED (259) = 19.94 AC x 259 = 4.99 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.32 ACRES OPEN SPACE B = 0.38 ACRES OPEN SPACE C = 0.10 ACRES OPEN SPACE D = 0.04 ACRES OPEN SPACE E = 0.08 ACRES OPEN SPACE E = 2.61 ACRES OPEN SPACE F (GREEN WAY) = 2.29 ACRES RECREATION AREA: TOTAL AREA PROVIDED: (OPEN SPACES A,B&C)=34,848 SF TOTAL AREA REQUIRED: 200 SF x 144 UNITS = 28800 SF 4,500 SF PROVIDED FOR ACTIVE RECREATIONAL TOT LOT. (MIN. TOT LOT SIZE = 2,000 SF) + SPORT COURT 25,992 SF PROVIDED FOR ACTIVE GRASS RECREATION AREA. 4,356 SF PROVIDED FOR THE PASSIVE RECREATIONAL AREA. SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. NOTE: THE PASSIVE RECREATION AREA WILL ALSO PROVIDE ADDITIONAL RECREATIONAL FEATURES, TRAILWAY, AND ACTIVE/PASSIVE SPACES. PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET SHEET 2 ( ) BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS WILL BE 1-1/2 STORIES (MAX. HT. = 25) SFD UNITS WILL BE 1-1/2 STORIES TO 2 STORIES (MAX. HT. = 30) TOWNHOUSE UNITS WILL BE 3 STORIES (MAX. HT. = 35) SETBACKS: FRONT:MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM - 25' MAXIMUM SETBACK SIDE: MINIMUM - 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM - NONE BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TORO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 GRADED AREAS WERE FIELD SURVEYED IN 2017 THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT. LIGHTING: NO LIGHTING IS PROPOSED PARKING: REQUIRED PARKING: 1. (2) OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT 132 UNITS x 2 SPACES = 264 SPACES 2. (1.5) PARKING SPACES SHALL BE PROVIDED FOR EACH 1-BEDROOM RENTAL:: 12 UNITS x 1.5 SPACES = 18 SPACES J. GUEST PARKING (1 SPACE / 4 UNITS): 144 UNITS x 1 SPACE/4 UNITS = 36 SPACES TOTAL REQUIRED PARKING: 288 SPACES TOTAL PARKING PROVIDED: 264 GARAGE/DRIVEWAY PARKING SPACES 25 OFF-STREET PARKING SPACES 25 ON -STREET PARKING SPACES TOTAL PROVIDED: 314 SPACES (97 OVER THE REQUIRED PARKING) NOTE: ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SITE PLAN. NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE THE ON -STREET PARKING IS PROHIBITED. PHASING: THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE 1, 11A, IIB, ///, IV & V. INITIAL SITE PLAN &PRELIMINARY PLAT WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA o,\g-- - ---- \e I I I I I I I I I I I S .. .. ❑� '�� -.� _T a�❑ 1---� -A- I 1 1- 1 / -� I ;O °�5 °3 ° ' I 06LOT iLOT \ \ LOT /� -T� _I _ ;a' LOT ' --- - Lo I L _ I T - Ora=6*' Or _; I 9] 96 LgT LOi LOT I LOT I LOT -L A' I I I IL� mr � 11, IILII1 I� _ / <J / /� LOT .. OT \ 8o LOT _ / ' Lm 70 I J1 Lo T s3 O Lois= 4 L°T LO a LOT 6 / OT4 L ❑�� Oi48 _L 6 L � t s.1 I T � f LOT � V -__ f '- � TOT,, t _ I I I I ❑ I \ _ \..... \ O BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SI TE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE SHEET 5. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. OVERALL ACREAGES TOTAL ACRES OF LOTS.• 2.99 AC (51.27.) TOTAL ACRES OF OPEN SPACE- 1.62 AC (27.87.) TOTAL ACRES OF ROW. 1.23 AC (21.09) STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D, FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2. OFFSITE DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN EXISTING UTILITY EASEMENT. �... , LOTa6 \`❑ IT, / rx9_� � / LOiap . 1"- 10 - L] 0 i / i \ LOT 73 3FO I OPO SFD LOTR / 1 SFO / LOT]5 SFD I LOT11 LOT 76 \- -- SFD.; -... /LOT ]] SFD / LOT]8 / I i it LOTa3 7 r SFD LOT]9 SFD / r / \ Oiao / lOi a I/ I/ T4 ` L LO I LOT, I ❑ _ I L.T. IMPERVIOUS AREAS: \' -T LOT 61 SFO LOT z SFD LOTl I LOT83 SFD -SF / LOT 85 \ SPA / 86 / \LOT SPA LOT 8] ❑ SPA /' I / OPENG PACE LOT 1121LOT Ill 0.09 ACRES Proposed Roadway 148,990 sf Proposed Sidewalk 39,200 sf Proposed Driveways 42,880 sf Proposed Residences 167,500 sf Proposed Emergency Access 4300 402,870 sf TRIP GENERATION CALCULATIONS SCALE: 1 "=100' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) 20 SINGLE FAMILY DETACHED UNITS (CODE 210) TOTAL ADT: 190 VPD (95 ENTER/ 95 EXIT) TOTAL AM PEAK: 15 VPH (4 ENTER/ 11 EXIT) TOTAL PM PEAK: 36 VPH (10 ENTER/ 5 EXIT) 124 MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 TOTAL ADT: 908 VPD (454 ENTER/454 EXIT) AM PEAK: 57 VPH (14 ENTER / 43 EXIT) PM PEAK: 70 VPH (45 ENTER/ 25 EXIT) Wi- 1 'LI y,1 171 Z�x) SITE �/ ❑ V`\ LICK H) S VICINITY MAP SCALE: 1" = 2000' ROADS LEGEND EXIS71NG CULVERT O 0 CULVERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER a PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK - - - - - CLEARING LIMITS zoo EXISTING CONTOUR 2:O PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA77ON FINAL SITE PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN 4 LAYOUT PLAN 5 LAYOUT PLAN 6 GRADING & UTILITIES PLAN 7 GRADING & UTILITIES PLAN 8 NOTES & DETAILS 9 STORMWATER MANAGEMENT PLAN TOTAL SHEETS NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT 2) ONLY () 1 DWELLING PER LOT SHALL BE PERMITTED. 3 THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS BASED ON FEMA MAP NUMBERS 5100JCO229D ADOPTED FEBRUARY 4, 2005. 4 STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) 17E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, LOTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 31 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 227 ADT (113.5 ENTER/113.5 EXIT) AM PEAK RATE - 0.46 VPH PER DU = 14 VPH (3 ENTER/11 EXIT) PM PEAK RATE - 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10) THERE ARE NO PROPOSED RETAINING WALLS WITHIN THE PHASE N DEVELOPMENT. 11) ROADWAYS AND PAVED CIRCULATION AREA = 148,990 SF. GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGL Y. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PL ANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. (15'LLINS�Z Lic. No. 035791 � pow 03/22/21�� �STOuer. E1�C'` J m N Z z 0 O O aLn y Ln Ln ^� w co co z = Ln Ln > 15 W �'e LU m J 2 LU N � M O z LU J \J_ �O AL Q WU LU in H LU W JLU J ® CD0 N Q LU �1 CV Q LU Ln Q_ W U) I -I z � w r-1 0I-1 LU U = 0- J I-1 _ O LL Q 0 z LU w J w 2 V //nn w = a � JOB NO. 112066 SCALE S SHOWN 1 _ - -- - - ` No. Parcel ID Owner Total Acres D.B., P g -----------------589°59'SS"W-355 === =-__- - -�i_- - - - - /i/// S$9°b6'47"W-2Y6-:29`-----___ _/ ;_ g. Zoning -- - - - ------------ - ----- - - - - - - - - - -=eas �= __=---- -- -,/ 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JRTRUST U/A DTD 0.110 4122I202 R-6 _--- -- - sas � _ � -_- _-----=____ �=_ - 2 056A2040006900 PETERSON, DANIELLE ROSEANNORDAVIDLEE 0.040 4601/137 R-6 �H 044 ----- - - ---- r=�m=-_-___--�________ - --- --684_ ii -- _-- - - - - 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASE -- �L -___ ---_ __________________ _________ --- ___moo---=--__�_----_-_- -_-_-- _ -- --- - 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R 6 --- - - - j -- �° ` / _ _ _ \ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005.D Y \\ 20' WATERLINE EASEMENT \\ / / / -- - 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & 4 056A2040007100 DILLARD, WILLIAM H 0.114 302UO75 R-6 ® 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 \ / D.B.611, PG. --- GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE SCOTT R. LIN: --- D.B.692, PG. 148 --- -__ _-/ �' \ 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 O -' ® ' - \ INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. L) Lie. No. 035791 ll 1 / 7 056A2010006500 COLLINS, MARIN B 1.000 371/553 R-2 tt ' TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020. 8 056A2010006600 FLANAGAN, ROBERT MICHAEL 1.050 970/668 R-2 d Q3�22�21 POSTED SPEED LIMIT ®T P OF \ 3 ° /'F° 3. NO PRESERVED STEEP SLOPES AMC LOCATED ON THE PROPERTY. �o 1 9 056A20100067B0 FLANAGAN, ROBERTMICHAEL 0.500 3678/232 R-2 25 MPH OVERHEAD THE MANAGED STEEP SLOPE IS LABELED. \ SS M = 1 09 I I N 9°14'56"E 1 I I ; � "i I 10 056K1000006600 AARON, PETER& LESLIE SCHNEIDER 0.150 5286/548 R-6 1011 185.61• 1 ELECTRIC LINE � ® I I\ I I 1 \ I � / � 4. 100' WPO STREAM BUFFER IS SHOWN. 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 -678 _I \ `�_ / 12 0561<1000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 - 674 ---- --- -�_ \ ` sa \ \ w I u / 13 1056K1000006900 GLENBROOK LLC 0.110 5075/664 1 R-6 \ \ �•� 6 \ \\`\ \ // // / 14 056KI000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 - em 1 v • �'�,� `�� �� vv A vvvv ` ` /' sv _ / A / � // / / / 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R-6 ---fir-- EX. PARK RIDGE DRIVE R/W \��; \ `\ \ \ `\ - / i ,/ // / /' // 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 7� �7-� Hlu roa sME T w \ I \-R-530.50' m \ \ \ \ _" /^ ^\ / / / T�r S 1 �I D6. 4972 PG.726 \ L=392.29 v 17 056KI000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 L TO `v �i \ vv vvvvvv - �J ��/ ` / /� 18 056K1000007400 GOINS, TYLERA & TAYLOR R 0.180 5393/262 R-6 Gyp 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R-6 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 - / J / / � ,-- ---_ // / I /' 21 0561<1000007700 MUCK, JORDAN K & MIA M HAMZA 0.200 5385/386 R-6 w yXAN,J ME -04-00-oLyso \ \ 1 `\ Is \_�' ��--/ / / I 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 a OR WAL H S G NT DUN /s89* 14' 56"W \ \ ,FLL MAN \� \ R=530.50' I" o.io3okc s JA B M h 189.33' \ L=7L72' I o - _ _ / ® 23 056K1000007900 HAYES, JOHN RIVES JR &SALLY ELIZABETH 0.190 5292/634 R-6 ZONING: 6RE DE TIAL/ \ \ \ \ \ I w // - -CID- // / / 24 0561<1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 m L 013. 2825 P .476 MA kR- / o.z1 okc E ` / 25 056KI000008100 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 Ln : vv II li--- -674- ZO INGfi -\ �v A v sop /�V / �__, ,,� / / I F 00-03600 1 ` ` / / 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z 0.130 5192/057 R-6 r/ Ln RE IQ NTIAI� I. v I v A R=469.50' �� A V / _---- / / Pox,cHRs4oPEEx \ \ \ / j 27 056K1000008300 EMERSON, CHARLES FRANCIS& JULIE RUETTGERS 0.160 5212/751 R-6 z ' 1CLB.5 5�PG A A I A v �.L=396.92' v A V � � O / H&JESSICAH / 533 \ \ \ \ / / / 28 056K1000008400 BENEVENTO, ANGELA MICHELE 0.140 5354/623 R-6 r z 0.203dACRES `�// / d O ZONING R-6RES10 I \ I \ l \ ` ` _ / 29 056KI000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 5391/`186 R-6 OIn / D stssrG Iz \ \ \\ s6p ^ \ \ 15244' / / / 30 056KI000008600 ISHARWAL, SUMIT 0.130 4:23/520 R-6 In u In 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R-6 Lu m z C / \ EX. SAN. \ \ \\ / / / ' / /-SWRTOBE / \\/f� REMOVED 1 � w ui /LO 1 / J I \ Q 1 vv A l�lv p>p` // 's vv >8 -- �- EXISTING TREELINE / / / ® \ 20' ROW TO BE VACATED 1 / \ / / m >y \ i \ D.B. 227, PG. 380 •RAI // /--- I -,� , .544(PLAT) TMP: 05600-00-00-057D0 _ �/ /' \ ` S83°3T00"E 212.43' _ _ _ S69-53-07"E 3%76" - - - _ --- -- S89°44'59"E 193.12' \I I INI \ \\ -QWNER: GLENBROOK, LLC �.59'Y \ 125.84' --��.�..u:�x.u.�s_ N_,�. .�..�;.�w�u�:.<;..w.�..,. ,`.• ,. \` 3%•r•`•i' �. ES NTLAIo'_I ,,.-I \ \ ACREA : 9.72AC % / :.D--^- so- / \ I \ \ ZONING: "RESIDENTIAL - :` .`.` . +•'* - - - z \ USE: RESIDENTIAL y� / 4003 DB. 5075, PG.664 `\ \\\ ---- -IN L=155.56' \<t-.-.-.-^^--r`�a•.�- ter. �.�_ _ --_$EFL i i EX.SAN. - //� / \��p\iL•�.\.o .�.. �\±•< �\�LL SWRTOBE---- ._ REMOVED 1 6a� / 6r \ \.f /S8 j� / ' R 1350' - w\/ �\9°5213•W i _-' - - •F i--- �- -�.`\ C L / / /' \�\� I I I \ ` \ \ // i'/ / \lam/ /���'6>p Q / /// / �° I I _ \ \\ •\ ! EX. SAN. / O r • I •\, �,., �66�\ SWRTC / �\� ✓ h / R=13.50' / i/ /' , - / I �• / r _-----\ �� �� _- �. _yy6-' REMAIN ' ` / \ \ C9 EX. ACSA SANITARY SEWER '� / / \ r r �, l / R ' / - _ ' . / L / _ / • - I I I IN 20' ACSA SANITARY ESMT � � \ �'100' STREAM _ •� 1 / / / � / 6 O � � � � \ � / � �, opl:pLSPI�e)= �� BUFFER �, '� w zu Q� ' ,i / ING LINE ' I °e f"B'a.`.-.`.• I D.B. 1997, PG. _ r r T Q ,• I �'�.� L9 Q O � (N/ r N v ' I � r e a.D9\AGIiES - IU� h' ,nor / E � y -- fi ---- ---- --- // 9P O� / EXISTING LOT LINE I ---- O� �o / ® • \ ¢ \ LOT /' / �� �-6 �• l / / i i �� / n (C/ Q h , , 6 , I \•. \ SFA ����6q�� 20'ACSA SANITARY \/ / / 1 1 / / Oy\ �O ; \\ D I / oo��'.':., ��iC \ \ / I\ '056A2-04-00-0 OAO \660� m i <__- _SEWEREASEMENT / OWNER IDE V LAGE--- L EX MH PSV OS-17 �\ _ l l l / %w77 /i '/ • s �'` \� \ \ ! LOT 133 - -- t -I \ j DB.5075, PG.664 , Eu r ° 1 , \ ! o \. O C. h HOME O RS - \` ( - -654 _ ��\� ` / / ! / l l l %� ry l`°1 / I 7 \ ® / -ss6 \ �'.'` 'Pi -:. •��, \ SFA / �% ASSOCIATION. INC, i \ - - i i l l l l a ry' ia' _ I / ' I \ LOT 68 L� '• \ / ACREAGE: 5.69 AC .� _' _-----_ i i i r --- \ SFD / :r - LOT 61 N. .LL. •-�-°-- \ i i / / / / v1 W , / / • • 1 �- \ .\LLC ZONING: ,R-6-RESIDENTIAL _I _ `-�.�-.� �.% _ _ _ �\ / \ / / / / / 2 ; / / \ \ \ SFA >, -\-T'' G \• L SFA 4 D.B./PG.: / 3205/626 / 1 ---.-- /. . ,:1:-°�.g�\_',.'. \ - \ r /{ / a r / ® \ \. 1 USE: / OPEN SPACE FOR THE "/•� `�'"� \ •EXMHPSVOS-16 �\\� /\-556/ ! / / / / y' / / LOT76 �'^ // ♦ LOT6\\ 'r i� \-- I�\ LOT / .'/'L'/: .`,..' .`. �_ / • ®� se / SFA \ \ PARKSIDEVILLAGE , l 1 SFD ` n / 'Q '•`.'.\\ SF 1 / ..j . �.,�. vJ l / - ` LOT 9/ J \ \�\ / `� \ O r NEIGHBORHOOD - ,� • • • • \ r r / i o / --_CN / s -. . 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QEQIDOUS TREES _: •:' \•. \ '.`c �•:.': f i m l l l / iC l l i / _ i \ \- \ \ �\ I I EASEMENT �. \• .`1 \ \ li I / i `9 / / ,� l / / / SFA PG. :. yF,�. . \'.\: .� \ \ i \ • l /I' / / / `P / / / l // i _ F LOT7 \\\ ., _\ \ ./ \ T .� .\. wd `- -' _ I � I � - •�. a, . .\\... (. ` ! \.' m � \ \ \ �i\ \ -. / i �i i / l l l / // 20' ACSA WATER / i �� � _ S� ♦ \ W 1'.'.'.`'. LL.-'• �•' ? \ \ \� �\ \ `. >, - �� `"./ // i / / / / , / / / EASEMENT i r �� \ LOT 80 \ -672-� o� i \ \ \ C.'�.\ •DB.5075, PG.664 i i �- _ i \ ' 30. \./ �_\ ^� '5�.1.'.'.'i'.C.' i �. '\. \ \ i' -`/ l ' ll l l l i / / _ i ♦ �\ SFD C29)\ \ y. Spa \ ��\ J \` _J_ I Y l % Div �\ l .`Lfyl'. �'.' a .\'.'.'f'. \ - .i. r•(/ /� i - l l l / / l i / , `40j - , - \ ` ' / `�OT 19 \. \' .55n' CO Lu l`.\.'. `. .\. `.`. \\ \ ••` `. 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H �/ _ Q _KIR6Y.PHILIPM / '� \ \ \ \ I \ \ \\ - �•.'\'.\. \\'. •' / /; \ EX. 20' EMERGENCY I \ l l SEWER EASEMENT - \ \\ • / UJO ` / '!`.'.`.'.'.`.`.`.'�. .�. .F. .LL.�C.i.'.;- •:.,1.,- \- \ �- ORJENNIFE ,' - \ \ \ \ / \ \` ._ EXISTING u.'. .\. ...� .\.\-;.� \ _� /, // I \/ \ SFD I .I. - \ -.. 0.2390 AGREs /� --- \ N \ i \ CREEK .\,'. �'� , / ACCESS ROAD �,. \\ DB.5075, PG.664 \ \ y \� I /¢ / !�.'.` `.'�-.'.-:`.'. .` r / \s9G LOT \\ �. \ \\` ,'" ' , \ / r EASEMENT \ / / •.: r ZONING: R-6 R IDENTrAL �' \ \ / \ \ \ . ' .'-\ - _ ' . - \ ( , OB 5420 PG 586 \ / _ \ - _ - -463.0 ♦ \ I / / // `! /. ,,w\- (j �/O \ \ / \ U \(--_ D.B. 2229 PG. 29 �_`_ \ \ ` \ I \ f _�-135.8 I / ! ,. .il.'•'I •%% •�, ' �� �` �� \. l�\\OT SF125 USE: RESI L i / \ \ l I\ \ A \ \.. - _ i ,i 1 \ \\ \\ l / `\ EXISTING BOUNDARY OF / a: : .y. ,r 7 \ \\ y .I I el J/ /.A �,. \ \ \ \\ -REZONING AREA (ESTABLISHING I / LOT 83 / ".` ! ` c' .�`�` O \ \ LQT 124 Lu o56A2-oa-oo-OOa3__-� �_� \\/ \ ` \� \�\ \ .i. �:-'•' •\ --_ \ \ / `. / - 'THE BY -RIGHT R-6 SECTION OF / / / • SFD -\• ••�--- - - �' G / / \SFA\ ' -�_,i ��s / \ \ \ \ \ \ ` a`\. ' �; I -� -- _ - / j PORTION OF EXISTING 20' GLENBROOK vs. THE REZONED / / / - , • `\ \�\ 1 / \ \ \ ` :` / / SULLIVAN, JAME5.18 - / \ \ `%, \ - / • - ` m ` LOT 97 \ \ - :`:' I v +->--_, / EMERGENCY ACCESS ROAD / �/ ,✓J / �F v J SICA UGA D / v / v A V A vAVA AA A A '1'-'.'-'_�,'- - e, A A VA ,.,� r-__ ` ,y / R-6 PORTION WITH PROFFERS / / ./ �. - / / SFA A \�OT1P� D / -- : AA A \ • • EX MH'. `. ' " - .. -- _ _ - _ v TO BE RELOCATED WITH THIS v /, A Y / / - ` \ S A $IbE IAL -_ J / 1 \ \ \ \ \ \\ \ \ - `\'. \ \ \\ \\ +,\ j \ \ / / / / / / ® 6/� _ _ 1 \ \ \ \ \\ \ \\ \ \ •PSV OS 15 _ - • • _ \ \ PHASE OF DEVELOPMENT _ / / / / \ 67 \ I Z6 \ `F ` I ONING: R-6 RE �� - \ \ \ \ \ ul , \ / L / 1 \ \ \ \ \\ a \ -\-\♦.+•`.+_•••• \\ \ \ \ / ♦/ / LOT 84 / �� �} ` \`n/ �/F \ \ 1 / N \ \ \ \ \\�\+�'.'.:.'.'.'. \ \ \\ \ \ SFD / I • / n4• °oo I \ _ .B. 5344 R6(808 V A A V A V A A A l _ _-_ . A / /� VA VA AA V A A \ \ v v / �� �/ LGT�S5 / A .. 0 __�- v v V \ A A vvA v• v `'.'.'.`.'.'.' '`�'�`. v v vA iV� i A v v v A TM�^-_ 05600-00-00-057B�, -----I I /GLENBROOKA�OOTHILLS / - ��`/. / / r i v'.: W Az-oa-oo-os3o$ --G7 - I v v vvvv v� vvv�\� vvv v �. . . . , a.� v `v vA� vv `v vv vv --OWNER: G-LENBROOK;LLC v // /♦ PHASEI-REZONED SECTION �� _ ���� / / / v, W JONE�, MIN MARTIN ` V A A:V A AV \ VA`\ 'e \ V .. A \ , \ �• EX. 20 SANITARY AGREAGE;�.32 AC A \ I \ / / / A I ' / a \ I LQ/T J4 / , aW/ / A ' /` Z �/ \ \ \\�\ \ \ \ '.-1'.'. •.'. �\ SEWER EASEMENT \ \\ `\ `\ --.ZONING: R-66-RESIDENTIAL- ` \ / / ^ \ ® _ Fi16 / ' \ , , \ / / %k / /i \ LL DB 1997 PG 235.'\ ,\ \ \ \ \ \ D.B:/�G.: 5039/75/% \'� i` / // \ LOT 98 \ ` I I ZONING: -RESIDENTIAL.. o �_ I \ \ \` \ \ \\ \\ \ \, ,. \ \ \ 1 .\- `F\ \ \ \ \ \ \ \ - \ 1 / /r`ry I SFA / / I I \ I \ \ / / / I' / \ I D.B,aas3P s - �- \ \ \ ,'' \ \\ \ ,•I•, ,'�,' \ I Y \ \ \ \ FUSE: SINCZLE FAMILY RESID IAL I 1 / 1 / 1 \ ✓ ' ' / / // SFA 1 U) / / / / \ / LOT 99 I \ \ \ \ • /••• \ \ '\ / tOT-89_ 1a I C ,SFA \ ., , ILOT / -SFA__ -LO�90 ✓ ,L-Of92` / / / SFA ` - �F/� SFA ( I LOT 100 EX. STORM DRAINAGE v v / l // ? / ` ` / / SFA-kOT-91 / \ / / ° /-• \\\ LOT .. /----- � - '1� � � W 7`-_ .' \ -� \ \ \ \ \ \ \\ \ \ o.^.- • - ` ' �`.". EASEMENT I BENCHMARK: \ / / // \ p/ / 6 / � \\\ SFA \ � '�' 1 / /--------'--' _�'�' \EX MH PARKSIDEVIL-1-14 / . \, s / -666 / \ a •`-`•`-I` { - DB 5389 PG 75 �\ I / 4 42'4p•VJ \ / 0/ / t // / SFA\ 1 / RIM=640' / / / $s4• 1 k _ /��// - - I �r \' / ` a\ LOT \ \ / \01-1 z NP]G:R- SmENTIAL �_ \ \ I / \ ` \\ \ \ \� \ \ �.'.`.'i.`.'.' .'.`.' `. i Y i \\ \ INVIN-633.T / / / / \ ` \ CID i i'� I d \ 1 / l \ \ \ \ \ \ r \r 1 / / \ \ \ �- / / / - SFA Q LL \\:\. INVOUT=633.4' / / / \\ - \\ � \ / 1�/// / -- --664 T102 < LOT87 _ /� - / // / --- SFA /'bg�/ �/� , - 6 q \ /:•. ram-- -------- / / 1 \ \ \ \ \ \ .�.;, •. .,. 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LOT z5 • 4 aLL.. „$,LL y ^ o \'�\ L.L PACEF l_ I , r '\ _, 75 I,l�' a-� 'I / " A-:0;09•AOi�S c I l � LOT 51 • Pont! z6 LOTa8 • \ .� - / FI��'� r 11�1j/�`:Y �,\ ,, ®11�11 A Y' �r '_\ LO 67 / .fj/ \ O II --- - 'l" .♦♦ , LOT4g '.,� \., ``., ,%. _i '_\D Q \ 7 m , , _ LOT j`- I �\, LOT z7 / `., • C \ CIO o IL -- __�(_•�11 % LOT yB 47 LOT\\ / - LOT 17 F �Q (y 3 t - • A q Z I I ♦�'� i 46 LOT __ % ... \ / LOTz6 .. � � LOT 70 • �/ �'/j i � H� o .♦ a6 Lor �.. \V A , _ _ SFD LOT 88/ V L o `- ` .�_ - 6 N ,. .,... LL...,...'.,... - LOT - `�\ \ SFA . .� �. SF; . `. r' : ' .' . `.'.ig�.' `♦ LOT '' a 3 i.... ♦♦ \ 1 z \ I\, l', AGE 1 / <s-�•,�`%�: `.A - 1 OPEN SPACE �_/ , v'V LOT 6�• V `V ♦ �� •3� — :�. mot- 1 LOT 63 2.61ACRE5 -.��- / �I L0T 15 / / v SFQ SFA 01 Lu I SFA 0 t. y 4 — LOT1y / \ LOT 64 \ >a N 1 _ �,CATTEa-W1 H ...\\ .. ------ - - LO \ SFA � _ � aC.J � T� ----- - 7 a N .. •.-.`:RHQK`I1-p��?1zL•DF�V1E :r.`. , .. .. • .. .. r _ LOT ss` .. Q _ 1 \ - � \ SF o I \ "F �L0T 13 131 -\� , c , Lu I I \ \ J o / / A �� 7y • W \ ,'LOT 130 J . L • LOT 80 \ , SFD , s ;� I 1 /- \ -.-'� \ `. `.'.'.'.'. `.'. `.'. .\.': `♦ \ // /\,/: LOT32 `� LOT `\ 7777� c \i � •` \ i -- \ .,.-.•.-.'.'.-.'............... E',C \ '^/ LOT io - / ` ♦ \ . �j 1 �. \ r' ♦♦ \ 1z O \ SFA , , \ ♦ �\ •/i�l \ •,-,',•, •, •,-,`,-,•,•, •, •,-,'`. 'r '� LOT 33 t O� / 'LOT 128 LOT 81 �,v5 / o ,Lu SFA t tn SFD\ ° 3 � ♦ � .. - __ - 1 � .� :�(.: � . ` � "- - ---� _ -- ,%, \ J � '-0pEN.SPACE.` \ LOT 127 0 � - V� LOT - - �_' J Q ♦ � v 3a - SFA — �♦ i .-� V l` v / 'LOT is �\ p — r -� LOT 82 Q I --I L.L o `. :.... � � ,,.,. ♦ ;., . . . . . ,, .'. ♦ _i -�_ r� ! \ -65 SFD LO n i #'HASRON,4RE LOTS \ \1 ♦ �. \ \ _� / _- -__ __ -____- . . . . . . . . . . . . . . . . I „i , - o _ I LOT 83 Ln. . . . . . . . . . . . . ` " `.'.`. -.'.'. '.'.'.-.`." `. -� �- \ SFD _ — -- �LENB T FOOTHILLS`, C :: :: _, 1 , ,. BARKLEY COURT - / n � '•I \_ \` `.'.'.`. `. .'.'.'. `.'.'_—._—_---_—._ PUBLIC ROAD (54 RIW). <F \ Si� \V LOT 97 PHASE V B -IGHT AREA �'''''' \ I `\ e FA EDLOT ss ` z . ,:., ', •,•,',•,•, •,• \ '.•,• ------ , -- --- --- _' , \ LOT 84 �� _ SFA Lo I \ ♦ - - _ fSFD — - _ I / w �`� _ \ LOT 95 ° z ___ _ :• I w FA OT �'` \ z orb II orb \ \ N J w W _ +' `• �� - --_ -- - -- --- _. - . LOT 85 I I \ \ LOT 98 L.1_ = J - I w i I. I -- \ \ v-v.�-•- n ' _ _�'"� �,. I \ SFA \ I I \\ \ \ FA o y J�Ii j; l__— I — `\ `\ \\ •�\t\ '�. I�`` I _.�.--- ,\,, '\ .\ LOT88 ILOT 89I LSFAOT 3 \ \ LOT99`\ o u _ ,t I \ rLOT ,ram \ SFA SFA LSFAO ILOT 91 LOT 92\ \ / \ SFA 0 \ .'.`. \• I Ala 3 o . `\ I Z I _ _ p �. SFA a 1/ I ---_- —__- �; �, ',' , � \ -- -j-' LOT 86 . SFA � LOT 100\ / '.'.'. .... ' \>�, �.` 1 _ - o - SFA I \ /� \ \ SFA N O o W OPENSPACfG - -�\': I "_� -_. _ I'm /- / �\ II T101\ \ L.1_ p I _ -GREENWAV.... - t -\• I \ <a -'/ � T \LSFA > I � � _t LOT 87 \\\ Q� --.-... , I • rrnn I I - .�. I I LOT / SFA �' I \ LOT SFA \ ,• / _ x I 1--- —__ _ (— • y CD \,`.'.'.'. 'LIMITS OF -. '••.�•• I� R IN RE ' OPEN SPACE LOT 112 I O O IZO G I —_—_-- � •`' - r �� � � LOT 111 ,LOT 110 I 0.09 AC LOSFA 3 • � `o I .. \.`.'.'.'.`.`. %C. LOT 3g, LOT1 ` A SFA FA 'LOT 109 ,LOT 108 LOT 107 ``\ ^� m _- \' - ' - - '\ - t N 0.09 ACRES $ SFA LOT 104 _ ...LLB .. 7- 44"'' '.,.•l\.\r. \ ` tot_ \ \ SFA SFA I I- '.'.'.'. y%. .\•'}-•\ _t ��� \ •/ II \ LOT 15" i ROAD / SFA Lu ,. I I I J\ \ \ \ \' •\' - LOT 41 '\ W T10 m I I OFA 6\G� LOT 116 d `/ o OJ0\ \ SFD °o \ \ ��JOB NO. 0 , r ' PU R�IPHIC SCALE 7 i% Riw — — \ o 6 --o ao o I' Izo I zao 11 •.'.`.'.'.' .•dr •`:. \ _�. ` j� / _ \, �' LOT 115 \ c \ `a'. \\ LOT 41 \ \ SCALE '— '-'''- SFD 11 30 o 1 1... \ t \ /�', SHEET NO. IN FEET,) 1 ''•'''•'''' '''.'.t \ \ I I LOT1D14 0 1 inch = 60 ft 1 ' 1 . . \ \\ / / / 3 �, 1 0 1 ' .C.' �1 s i 4 NOTE: W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 31' 20' 20' 16' 20' 34' 1. ALL ALLEYS AND PRIVATE STREETS SHALL BE OWNEDH OFJT W W W W W W W W W W WW W W W W W W W W W+ W W W W W W+ W W W W W I I W W W W I I W W W W W W . W . . . .. .. . . � W W VDOTCG-6(TYP.I " � � � � � � � � _____ __ 'zo'R_EAR ETBACI __ � PORCH/DECK 2NDOPEN MAINTAINED BY HEREBY DEDICATED TO THE HOA. � �� W W_-1 w _ W W W W kW W QPEN SPACE A' __ --W— W W W W W W 6'ZI W W W W W W • W W • W • } } -- PATIO PJ _ _ _ — ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY SCOTT R. LLINS IDEWALK(T`FPJ P12 � � W W u --W Wx W W W W W W W©O Q �® W I THE GLENBROOK AT FOOTHILLS HOA. U Lic. No. 035791 a 6P RT O R VDOT CG z LL 63z.5o'R - W ;b6SKfTRALIa CQt1RTW W i i L- W I (TYP.) - N u '`� k W W W W W W W W W W -- - ' -- -- ---I ---I 3. LOCATION OF STREET TREES ARE SHOWN ON THIS 1� 03/22/21 LL y W W W q� W W W W LOT „ PLAN. s 4 AR E�'qY 9R zo r,' W W W WI 116 LOT � LOT iii LO LOT ii LOT iry 4. * REPRESENTS BASEMENT RENTAL UNIT WITHIN THE stun 3' zo' zo' 10' 10 z6' --- W T ?o- /o, y6 -zo EY�zs'egs�; Ty? 117 118 1zo ATTACHED TOWNHOUSE LOT. IN z EMENTJ �- `^ "W W I 1i9 1z1 '" 6. AFFORDABLE DWELLING UNIT IS SHOWN WITH A STRIPED zo'REA ETBAC W r w t _ _ _� - _ _____ i %- OTLIN YP.g zo'- 15 W , W . I r m o v o v SEDGAR E HATCH PATTERN. LOTS 124, 125, 129, 130, 131, AND Qu zo, - \ W \ O J zo'xzo' IN. 132 WILL HAVE AN AFFORDABLE RENTAL UNIT. W I W l r-- --- --- -- 1 r (r 1 LOT LOT LOT LOT I l _ 8' -- -- i 11 112 Q Q LOT 1 -3�' Yp 8' " 0,� DRIVEWAY ASPHALT PAVEMENT ~� iv n ry m �, i 110 OT LOT ' / - '� - ' y -- -i SEE SHEET 9 FOR PAVEMENT DETAIL LOT 3 w ri 4 11 111 1 ! 115 - v F- � - l - 2 i S '- _ MI ON -5_E AC MIN. 10 DRIVEWAY m m m j I r 9 LOT r o' '' �, zp , 17' 3 MI zo' z8 CON ECTROA t0 I I a i i m N 108 I 107 LOT ; �Yi' zo; --- a• . E ISTING ST EI_ -- --- -- -- - i i 106 LOT i rmQ k X IN PA KSIDE VIL A E z R NT ETB CK A ) i 1 1 — - _ N k �-' � / TO SIG .) i i r i - ! 0) 105 0 LOT - _ Y STREET STIR lGN YP_), °/Oi O - - - _ - - - - 3Sr zo' zo' 10' 10 zz --ro' �� / 104 LOT _ / \�6 h PUBLI ROAD (54 R/W) - - - - - z - tom' ------ _ - :zo' 1 STREETS N (TY zz' LOT o p 03 1oz — ti5 sP zo' -2 LOT U) o' S' SIDE�/V LK/(TY 101 w � LOT — — — — FUTURE I _ I --- I z8, ry LOT k o M - 3.00co r DEVELOPMENT z 1"� o Z PROPOSED BASEMENT RENTAL UNIr �Soo'R z$? M/ FRO °' 99 LOT STOP SIGN (TYP.) � PHASE IV > � g WITHIN TOWNHOUSE (TYP:) -1z TOTAL o ` S 'VT o° VDOT CG-1z (TYP.) ;� '� : z zo, S T8 m 98 - - - - - 1 W r „ R - �80, qc , 'T-� m _ P a a�\R/pG �o%`, x k RESIDLIEAREA RESER TREET SIGN (TYP.) PHASE IV _ W " _ OSNTY in k STPFG¢P.®\\��� 2i-`\ o DEVELOPMENT _ ZOl`1zz N I W W W W W W W W w W WWW \ c Q !_ a 0.22 CRES— - F_ IF_—I— PROPOSED CENTRAL 99 P SIGN (TYP) xW JZ) — - - - I I I I I I VDOT CG6 (TYP.) I I • .v W W W .Y W W .v W. : W W .Y W N I LOT123I� • W W W W ? 99' I W W W W W W OPrNN'SPACE BW , �; -- , 5 W W . �RQPO$DC)TL9 W . O. WACRES . w W ° w W R/W1R/W 4,500 SF w W. W. x I L N W W W W. SWSJC)EyVA�I((TYP.) �� VDOTCG61z(TYP.) z5'R o°j i------- m 2 k F/C! JC k W . W DRIVEWAY ASPHALT PAVEMENT , W W \ \ \ I --- - _ W W . . \ \ STREET SIG- (TYP.) SEE VEMEjNT D}E\'^f/Alt � � - - - - - •, . w12'.iY0VC�. AY 9 26, I --__r W W. VOOTC9-6(TYP. L9 x P LOT 3.26 i, ° II LOT LOT LOT 30 - - so W k G v v a. 99' I I k 97 96 LOT LOT f zp `3 W \�80 C~ / - - - - - 95 LOT / z0, W w W :� > ' \tea /� wj (7S ° 92 01 94 93 -� °' / LOT 1z ;; I j— 0 7 o ; l LOT vv �� 1 LOT - - - - 99 - - - - I^ I i iFT P REAR $ETgq i , i 9 iy 90 LOT \ W k w \ \ STREET SIGN ( P.) k \ \ \ \ / -- i6 zo' _ ) s �4_ - zo' ` ^ LOT i \ - N tih Lv I I _ zo y5' C ' I k 89 i / R VDOT C� 2 (TYP.) \ \ / N - I L 0 5, zo ^ 88 LOT O I 1 \ 6' BIKE �A // Q I soo If - - f z$, 87 LOT k \ \ 7 N /� k - C. 10'JIB hQ ----- V66 (TYP? --1 yg ^h 86 / * SD TYP. ZI" ? 3 ` -- ---- ) -- PRIG/ 20, ^h i / 4 ryo \' z80, 0 Q m zo' - ---_ PRIVq 1AjrE \`' ' z i R , k \ �\ \ \ / > I VDOT G-1z(T / ) y4' 6 `20_ --__ EROgD/ Eqs\ o \\\ - ----- 99 ------ -- ---- -' - 1 z$' MEAIT)� /CrF .Oti W 1 2p. i i 30, - �\n �� i SIGN m ; m I ry e OTLIN v@�: - ro ,z2, �pF LOTLOT 128 DISTANCE TO NEAREST LOT LOT i --- - zo. R N S ' j 85 LOT INTERSECTION (CLAIBOURNE ROAD 99'- I I . 56 LOT ;v, r % <v`'\ 1sR / W -- I -- 57 8 LOT m, 1 - ?o ' % ��\ �°' 84 LOT , k �� AND PARK RIDGE DRIVE) =705 H I 5 LOT N x 59 N I3 �- :., 9 .> ,t � , 60 Ilk l LOT m '��;\ �� N � LOT � '�_ay � J (TYP.) 61 LOT k N 82 - 62 f ^ LOT o' '�8 k Q LOT � / � � o' ° I � \ \ k W W 17 \ r LOT ^ 81 /gym/ k--.,. 63 �.� 15'R '��' , ^h �/ / x � \ - �- x x 9 - ° PSIGN(TYPJ W - W - W W _W 'W - 64 LOT k � # /�/ LOT-- 2p, \ ` U -- I P PE© PASSP�� ��� 4' zy, ' 0 y 80 �_ _ 6zq'R Y s W W RECREATION ARE W W 65 /`y ? h x _ N P OPju W ao O v TG-1 zo. LOT / — - — - - - - W LOT m 51 EWALK TYIV, W SP z0 Q r P j �M 79 �$z VDOT CG-12 (TYP.) .k 5 ) oloq. �C w / Q��zo 78 LOT ESP k / 1 - - x WCR W W W I^ O o:o W W pCF a s� / _ o 1 - _ 6 SIDEWAL 1 YP. - ! ���� 18 p� 77 LOT -,� 4 9C� 25R - - U) I ry LOT 3- 2* N k W W W W W W 7 R/V q OT TYP. r ^ 3 qT �� z �( ) 6 0, n N o° STREET SIGN (TYP;) - W W . z W 4 ^ PROPO FR\FY'w- 7 / GREET S1Qt (TYP )W ,� 1 - 97 ml �L k //� zo'xzo' I zo' �qD v✓q 7 i' 2, o / W - - , ° '/iCARGA,kA'GE ��\ (23\1' � - I TY CAL ?,, qSF ,,..' S T W 5'.SIDEWALK(TYP.)� k , ! Lu LOT � � $ '�F\ 80 , �, ag ;� 11 LOT 133 is h C> TJ oR j i i z / W STOP SIGN (TYP.) W ' x LOT W W W OPEN SPX�CE 1 H LOT 21 WC1 68 ACRES _ Lvo z o , -5„ 1 ry - o' ry 4 25R G , S 2 ry S/ y tOT LINE (TYP) OT D 60 N � LOT (TYP.) - �R � 1 -- -- ----- 36 x \ a \ 73' LOT zz / Q/ -_q\• W LOT ! 1 k w ]O /^h i 2 / zp� t ' i. iry ° LOT z / m/� LOT 20 1 - Q 3 ]1 LOT ^ flc .fl ,l ,��..H� i b Q o/ ' tij 2 'U , ry k m y 8' 1 LOT 55 54 ; -aN k k % ' ; qX F 7 LOT ^ / Q �e LOT z / N 1 LOT 30: s P\FY 2$,, l Ro% l �1 �a' 4 I 1 k LOT 53 r `\\ ,\ i \ r ck, � sec/cRo��q 13^� TS Teq� 3 a ' ry �� �'ry . / ; � � LOT 1g 1 ul k LOT 52 / r 38' k Ap�S y x ayr k 74 LOT , i oQ /` �,' / "\ \ 1 /�' i Rql, / Q/� LOT 25 z , ^°L zog, 1 OPEN SPACE F i k \\ 6 75 26, x o /Q ry o x F/C i M 1 2.61 ACRES / LOT 51 \ ?o;; h n 1 z I REgRSET` LOT O VDOT CG-6 (T)(P) k i Q LOT 26 2 i LOT 18 -- ^\ \ CIO II 00 GRAPHIC SCALE 30' ���` LOT49� o zp' a1;\\ / 8' M 1 LOT 27 3a 0 15 30 6� 20 —30 L ' ♦ Q 7 LOT OM 2p k x �84' / 20' H,N;raR, _ _ LOT 48 �' / o �/ 1 FASFNFiN LOT 3s I - y / 47 p 8 • < \ \ ry / � 7 1997 2-�:?�� / ry ; .. LOT LOT IN FEET) 3 , "� 46y , MATCHLINE - SEE SHEET 5 15R / LOT 28 n � i sn°n = so rt / 45 'y DC ° 0 Q ° z L 3 HC� o G N 0 0 H � J W° � o O- N a z C J L W° � o (n `- Q r-i Q zU 0 W r-i a C W ° 2 ° c� z w w z J Z J w Z o U O O LL ° 0 a U ° OL O ce ° m z W ° ° J w w Lo JOB NO. ° 112066 ° SCALE ° 1= 30 ° C O 0 SHEET NO. 4 \ 45 LOT m J MATCHLINE - SEE SHEET 4- �iy44 LOT �i PROPOSED LOT 43 20'X20'MIN. \ " 42 1 CAR GARAGE \ / LOT 16 i T--- r' TYPICAL \o' x \\ , SR or i / / --- - i✓v STREET SMN� TYP.) a C" r (CF i, io/, ie ^ LOT 76 o W . .. . 27' / LOT LINE (TYP.) ?), x \ / SFD ��� OPEN SPACE F - _� zo' ST GIN (TYP.) r �.`�'.'.'.'.'.W�. .�. 2.61ACRE5 �- 16_��o LOT 15 1 10 - - _�_- \ ry Ilk f � LOT-29-- j LOT 14 LOT 77 ��' - ;�s'soE_ SFD �-=--t �I�,�� _EXIST -IN ,.ST�IB1`vtWATE I -����" �� r I �V LOT30 l I \' r w wr l r. ., 8 1 �W i r �. �\ ♦ �/ VA ,.�� MANA M NTFAC11,1TY�� ��W " l I �� o "I //o �^' l '��CO SFD ♦ \ \ \ W ? ./ / % ; o l /M ; 'LOT 13 \� ♦♦ i����V� �' �V \�A �� Wx ` times 24 iry I i LOT LINE (TYP.yj W W W W . W W . . .\ ♦ �� �� \ �� w� i LOT W W.W.W W W W W W\ W .W.W W W W LOT12 LOT10 . . . . \ V A /W �i � / / �I' i Cb 'O o 2 f - - 611 LOT 33 ♦ ....... `... <....... `... W... \o\� \ \ \t�WHy W;w LOTS 220, % ♦ ...... 2o`EMkRGENCY ACCESS_-_�`� \ ♦ . W ROAD EASEMENT LOT 34 o i cRE�E ♦♦ W D420,WPG.5H6 G- D(T,'YP) ..... w ♦ . W V� \ V / LOT 11x \ r' W ♦ �V A / 'SIDES- h 'b . . ♦♦ .W W . . . W W W .\ . . W \ e // / `\, /� - i S'SIDEWALK(TYP.) Y ♦♦ �\ . V�. �\ \ �� I C VDOTCG-12(TYP.) x LOTH f w . - . STOP SIGN (TYP.) $ W W. _ - - ------------------ Ie r1 72' o x 41 I -too I T �C. z85 , BARKLEY COURT �l LOT 35 STREET bIGN (TYP v n� PUBLIC ROAD (54 RIW) x tii \W RELOCATE 2o' EMERGENCY I i ({ I ACCESS AND BICYCLE/ PEDESTRIAN ACCESS ♦ - -- --------- ----- ti5 I 38, 16, 20 <, \ / g %r SCOTTIR. CD�LLINS7 Lic. No. 035791 � 03/22/21�� 0 nunt. E�G� 1 m 0 Z 0 i 0 O a z 0 u V .u. W 2:Lu m z 7) 1�1 0 Ln > L g / W Lu z .. W ROADWAY WITH PHASE III 0 - - _ _ 100 - -- _--- - \ DEVELOPMENT. SEE ! -- I• 86' 11' _S FRONTSETBACK_J `" \\ ' e . W .. .. . . DETAIL, SHEET 8 - - - - - L y --- -- 1 i - LOT H VDOTCG-6(TYP.) \\ Q ohs SFD . . \ . OD N - -- -- -- \ -------- ACCESS \ ee W .......... . . \ W . EMERGENCY N I� LOT36` i� 111 I i� DESIGN e♦ x to LOT 4 LOT { LOT 6 \ 5 do \W . . WEIGHT BEARING CAPACITY I � i i `�> i h ♦ - I SHALL BE 85,00o LBS W w .----------- ---- I - e♦ \� ♦♦------ -' o �'i { J i \ \ ` W W W w W �. . W w ♦ --- - ioo'--- \--- ° _ LOT 85 \ SFA \ W REMOVABLE BOLLARDS A I - \ � COMPATIBLE i i i � i _i--- _ \ i � I / .... WITH KNOX BOX LOCKING ♦ i -} �' - "" 113- ` � SYSTEM FOR ♦ � � _ { � � `� �� �� ro GRA\\P�IIC SCAI,I; W. W W W W W'\'W W I♦ I I \` \ FIRE RESCUE TO BE 15 30 60 o . . . �. . . INSTALLED TO b ♦♦ LOT3]ii io PREVENT VEHICULAR �� '�- LOTS ��� DECK/PORCH{ w w w W W ♦ x �� REAR PATIO AREA ACCESS BUT STILL ♦ i 1 I x I \, ► LOT 86 . ..\\. ALLOW ACCESS FOR �i --- Q1 p / I\ (TYP.) -�V ( IN FEET \ . . W W W . . . W \. W . EMERGENCY VEHICLES. > ------ - _ p�Q �i 1 i SFA SEE DETAIL, THIS SHEET J ` I` \ \ / e OPEN SPACE G . - . W -� _ ---- - �,u_ - _ - PROPOSED LOT LOT LOT LOT LOT LOT LOT LOT \ co m TI / 2.2-4CRErS . . .. . i � � ' �' 2o'Xzo' MIN. NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf a WGREENWAY W W . . . \ % QI° Z /' CAR GARAGE 1 6,618 35 5,444 69 1,554 103 1,837 ♦ . . . . . . . . . \ -' 4� T�'PICAL e . . w �\ LOT LINE (TYP.) LOT H' n m 2 6,160 36 5,571 70 2,114 104 2,592 3 ' �I I LOT 2 LOT 87 3 5,944 37 5,459 71 2,086 105 2,868 ♦♦ W . . W ' W ' W W . . . W W W ' \ o "I x' SFA 4 6,482 38 5,516 72 1,505 106 1,835 ♦ . - - w w w - - 5 9,074 1 39 5,362 73 1,542 107 1,832 ♦ . . . . . . . . . . . . . . 1 _ _ (I 6 8,282 40 5,458 74 1,599 108 1,830 ♦ . - +__-.lop _ __! ; >' i3 / 7 6,572 41 6,000 75 2,339 109 1,831 1 " " . . . " " " " . . . " ' 8 10,303 42 3,257 76 1,955 110 2,559 ♦W 9 7,873 43 1,865 77 1,453 111 3,030 ,♦ . . . . . . . . . W .. \ ... \ m �,<' ' OPEN SF 10 6,148 44 1,953 78 1,452 112 1,830 . . . W .. . . ... . " " o, \ G A� LOT 39 1 � \ ,.'I � ,% 3/16" STEEL PLATE WELDED 11 6,904 45 1,626 79 1,461 113 1,830 a ` \ " i ` W " . " _" W ' \ " \ III x LOT 1 ,' TO P05T d GROUND SMOOTH ACI 12 5,609 46 2,112 80 1,956 114 1,830 �\ - - W .... - . - . - W �W . a .\� W - - \ N1\ PROPOSED CG-6CUk 13 5,101 47 2,887 81 1,984 115 3,256 \ 2-1/2" DIA. GALVANIZED 14 4,030 48 4,417 82 1,518 116 2,861 .. . .� W . , ... . . ... .\.... \ 9r; r ;GLENBROOK AT 15 3,175 49 3,438 83 1,539 117 2,001 . y " . " . . ` . " \ ` \ I \-t-/yOo o I FOOTHILLS 2TCOAT S Or PRIIMERED WITH 16 3,987 50 3,448 84 1,567 118 2,040\ PHASE IIB AND INSIGNIA YELLO 17 3,996 51 4,700 85 2,144 119 1,636 / \ .. / 3/4' DIA. STEEL PIN W/ HEAD 18 3,240 52 4,513 86 2,049 120 2,045 \ . \ . . . ... . . . . . ... . . \ ` x y \ LWOGK/5" DIA. HOLE FOR 19 3,240 53 3,378 87 1,503 121 3,171 y\' . " . . ` . ' ' . " . " . ` . ' . W '\� " . . \\ LOT /+O I LOCK ,�. 1 FINISH SURFACE CN.LGJ r 20 3,996 54 3,370 88 1,500 122 3,787 / \ . . ` . " ' . " . . ` . " " W\" . \ 1 PROPOSED R%W \ / /� 21 1,911 55 4,130 89 1,501 123 2,183IV 22 1,470 56 2,625 90 1,504 124 2,180 23 1,470 57 1,537 91 2,379 125 2,180 ". \W 1 -'tio°- 5 8? ' \ / 3' DIA. GALVANIZED ,i" iy . . ' . . . . ' . . . ' . . . . iv STEEL PIPE SLEEVE CPAIN7 ABOVE GROUND I 24 1,470 58 1,549 92 2,303 126 2,180 o 25 1,470 59 1,550 93 1,504 127 2,924 1 . . . . . . .. W / P02TION SAME A5 POSTS 26 1,470 60 2,191 94 1,503 128 3,249 / 1 ... W .... W W W \ , / \ \ \ 4 \ CONCRETE FOOTING 27 1,474 61 2,354 95 1,501 129 2,180 1 . . . . . . . . . . '� . . \ . \ \ LOT 1 / /41 28 1,925 62 1,567 96 1,500 130 2,180 3/1G' STEEL PLATE WELDED ; ' . " ` . ' .\` \\ \ TO SLEEVE 12" 29 4,757 63 1,554 97 2,066 131 2,177 • • • • • • • • • • • . • • \ \ a 30 3,416 64 1,532 98 4,443 132 2,152 NOTE DRILL A 13/1G" DIA. HOLE THRU 1 31 3,394 65 2,250 99 1,997 133 3,199 \ \\ I \ BOTH THE POST AND SLEEVE FOR 32 3,360 66 2,351 100 1,906 1 . ' . \ . W \ \ y �, PIN PLACEMENT. 33 1 3,325 1 67 1643 101 1858 / 1 .W.W.W.W.W.W.W.W.W.W . . . \ . . \ 1\` ' /\ W ,W . � . � . �. � . � � 1 � / s ` NOTE: SEE THIS EET AND SHEET 5 FOR OCATIONS OF BOLLARQS ALONG/ HE EMERGENCY ACCESS ROAD 34 1 5,208 1 68 1 1,595 102 1,843 - Lu i2L z C'7 Q � z N Nt � J Lu W NO N Oz z > Q W 0- J Lu ® ~ � U) (n Lu J z Q J Q 0- ULL] W ~� Lu Lu ul U) W (n z _j W J F1 U 2 J 0 LuJ � LL Q Q ®O Y 0 N 0 u z Lu LuLn cc JOB NO. 112066 1" _ 301 SHEET NO. 4 — — — — — — — — — — — — — — — — — — — — — — — — — — —_ — — — — — — — _ / / / — — — — — — — — — — — — — —- - —W 686 . — w — — w W — — W _ ---- ——W W-W — =- _ — — — — — 78 --� — —'--� -z �_ 690 -- 6 W -- --- W --- _ -�— - — _ -- -- ----- I ------' - ---- - \� - - — _ -- ------ 6,6 . -- 6 W WW . 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N.rw \ \ \ \\\ \ \ \� I•� //�\'\ // //�� /// \ \ �/ \\ \ / \�� //,11 /'�11 LOT 39 \ �; I '� v v / v v v II II avwv-wl-w-w-I . w w /'. �� yy'w v� ► v 1v �y LOT1 vv v �� v �� 0.09AC v\vW��/W W � vW �W v y/.�Y•, � v v �\\�\ W � w \ \\ \ ; I ; \ I, \,�• I �\ .�. °_\ \ \\\ � / \\\ \\ \\ \/ // �� ,/ ,- / 664, y w WWWWWWWWWw . \. w w V A �� �l�ww.�ww.w� \� vvv\ � � \ lv�� � ► vv vvly A\ \� vNv� v��y v� //v v vv vv,� _— V �� \ LOT4ov v,' / / � �� I� � � I I I I \ II `� � wl .w�� . w; . . - w��. `" �m w��, � ► vvv 'i� v i N . ° LOT 41 GRAPHIC SCAB \ I ► . w . . . . \w . W . . ((�(p� I 1 I I I /I I 1 •WWw`W� .W Ww` \ .W..,. 5 \ 30 / 0 I 15 30 I 6 1 I 120 I I Ip , I A ► I o o w\� w�\ o V o o w w w\ \ \ A �► /�\ / A y \ F\EET )I\ 1 \ 1 .WwW.W.I .W.W w \wW. \ . wW\ \ ► \ 1 \ \ \ \ O ,,` \ \ ��� /� Inch =\30 PtV A A\ V A ► I '" \w ��\'\w . �. w V A v\ ► vv A \ \ \ \ \ CL c? Q � z N � 14 W W 0) N 06 W z > Q LLi J LU w J W ® U) � J rLU Q O Q z U CD LU W z � Q _ CL� cn = C LU W J _j `^� F1 vl J w o � IL QCD Q o Y o (N N OO U oc m W LU c (D L JOB NO. 112066 1'1 = 30, SHEET NO. 7 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED ," SM-9.5 OVERLAY 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE GENERAL CONSTRUCTION NOTES PAVEMENT DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING Ex. STONE - 2 UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON CONNEC710N TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA SUBBASE THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER DEPARTMENT OF 7RANSPORTA77ON (WOT). THIS PLAN AS DRAW MAY NOT ACCURATELY IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE APPROVAL. REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS F T N OTH RW7 NO . D DS 0 VDO UNLESS f SE TEED 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J. EROSION AND SkTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR 07HER CONSIRUC770N. TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERRUZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. OBTAINABLE, LESSER SLOPES OF 3.•1 OR BETTER ARE TO BE ACHIEVED. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION SHALL BE STRICTLY ADHERED TO. OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL. PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7. ALL 7RAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE 77?AMC CON7ROL DEVICES. ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 8. UNLESS 07HERWSE N07EDA ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY NL 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WiTH OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). 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. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I.INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ROAD NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. GRADING: III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF ROADBED BASE MATERIALS. TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DENSITY AND MOISTURE TESTS AND THE PLACEMENT of A PAVING COURSE AS SOON AS POSSIBLE. DRAINAGE: vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. THE FINAL INSPECTION. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. NOTED ON PLANS. viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING A POINT DEEMED AS NATURAL WATER COURSE. ELIGIBLE FOR STATE MAINTENANCE. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WiLL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL REQUIREMENT WILL APPLY. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. 4" CONCRETE SIDEWALK j EXIST. GROUND 3:1 4" VDOT 21A STONE BASE EXIST GROUND 1'YYIGfIL 1VL1GHdOrYHOOU S7%XLL7' SLZ7ION (X54 - X/`Y/ TYPICAL PUBLIC STREET SECTION ('ARBOLEOW DRIVE, ANLEE ROAD, AIEYERS )rAY, A& BARALEY COURT) CAS--SSAR RSSIBA'RTIAL & AfIXAD USA• SUBVlVfSl0AV STRA'AT VXSfON SPA'AD.- 25 J/PN PARA7M DNA' SIDS ONLY NOT IV S'CALA' NOTES: 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. 7PLANTING OTE: PROPOSED LANDSCAPING TO TILIZE OUTER 3' OF PLANTING STRIP ER 3' CLEAR ZONE REQUIREMENT Ca-6 CURB & GUTTER R ZONE 4' MOOT 4" UD-4 I BIKE LANE � BASE - 12'- (TRAVEL LANE) I 36' F/C-F/C 61' POINT OF FINISHED GRADE 4" UD-4 SUBBASE 2' (TRAVEL LANE) CG-6 CURB & GUTTER 3' I-2 1 CLEAT R ZONE I lNDTDRAINT�4'�_W�Or' 6' PLANTING STPoP BIKE LANE RAW TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R/#YJ PARA- RIDGE DRIVE (PUBLIC ROAD) CS-SSAR RESIDENTIAL & .ifIXED USE SUBDIVISION STREL'T DESIGN SPEED.' 30 AIPX -NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD 4" CONCRETE SIDEWALK 5' DWIDEEW CONCRETE SIDEWALK CO-6 CG-6 CURB BIT GUTTER POINT OF GRADE CURB &GUTTER 5' N9DE CONCRETE SIDEWALK .� 3r 3,T EXIST. GROUND REAL SURFACE 2X EXIST. CROUN 4FINISHED "777 y - 6' PLANTING 4 TW 8• PLANTINGT4$tOT STONE BASE zA STONE BSUBBASE EXIST. GROUND TSE BtA.i� EXIST. GROUND 5 10 6 60'10*EL 6 1 o LANE) (TRAVEL LANE) M F/C-F/C 49' TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R11#r) LEEEAM STREET X& MCAl4_y DRIVE PUBLIC ROAD) CS-SSAR RESIDENTIAL & df."i USE SUBDIVISION TREET DESIGN SPEED.• 25 MPH NOTE: RIGHT-OF-WAY WILL VARY IN LOCATIONS OF THE BUMP -OUT PARKING SPACES AND AMENITY SPACE. NO ON -STREET PARKING UNLESS WITHIN BUMP -OUTS AS SHOWN ON THE PLANS. EXIST. GROUND EXIST. .. GROUIN ASPHALT PAVING - MILL/OVERLAY NO SCALE WURFACE CO RSE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSE ISH-8" COMPACTED AGGREGATE ti ti ti ti .. .. .. 11-1 �. �. �. �. TRAFFICOR #21B DEPENDING ON ULTIMATE 1 UNDERDRAINS^ COMPACTED SUBGRADE ASPHALT ROADS NO SCALE CURB CI- FINISHED GRADE POINT OF cG-2 CURE 114".• I, 114".• II 4 -2)AVor I STOW 4' MDOJ !TACO � A To' 10, Y (TRAVEL LANE) (TRAVEL LANE) I ' BASEI 20' F/C-F/C 22' PRIVATE ROAD R/W TYPICAL ALLEY & PRIMATE STREET SECTION - "' PRIMATE ROAD (PRIVATE ALLICY / PRIVATE STRIET) 15 MPH DESIGN SPEED NOT TO SCALE TACK COAT THE PROPOSED CONSTRUCTEN JOINT ENSrfp ASPHALT LAYERS - PROPOSED ASPHALT LAYERS ___-___ E IND EIEB/ffi-------- PROPOSED SUBBASE CEPACIEO SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING MNXT LAYERS TO EMITTING A,BBAE AND REPLACE WITH PROPOSED ASPHALT WIDEAM LAYERS ® MKORDSEO MINIMUM I%E SAM TRICK ASPHALT SLNFICE COME (BEE NOTE 5) R MMIISIMUMEST12 REDCOMECOPES TERER 4 E CESSARY TO ABUT ME FULL MCKNES9 OF EXISTING ASPHALT LAYERS31 NOTES L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN INACCORDANCE WITH CURRENT MIT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES CF THE LAYERS BIT EXISTING PAVEMENT. IMURFACE DRNNME OF THE EXISTING AND PROPOSED PAVEMENT MALL BE ADDRESSED IN THE PAVEMENT DESIGN. S. A MINIMUM OF THREE CORES SHALL SE TAPER KOND THE CENTER OF THE ADJACENT TRAVEL LIRE TO DETERMINE ME TYPE AND THICKNESS OF EQUITIHD PAVEMENT LAYEW. THESE CORES SHALL BE SPACED ID NAVE THAN EDO FEET APART. 4. TIE ADJACENT TRAVEL LANE SHALL BE MILLED A MIN" DEPTH OF I'/+ INCHES MD REPLACED WITH AN ABRIALT SURFACE COME TO MATCH TIE PROPOSED PAVEMENT WIDENING SURFACE CGURE.UKESS WANTED WI TIE ENONEER. 5. THE ENGINEER MAY REGIME THE PILLING DEPTH OF THE EMOTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT CROPESLOPE AND EFFECTYE SURFACE MARINADE. W. EXISTING PAVEMENT MARAWS AND BARRIERS WITHIN THE PROJECT UNITS SHALL BE RESTORm ABJECT TO THE APPROVAL OF THE MGINIUR. T. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION SIMONS)E THE SPECIFICATIONS EXCEPT THAT ALL ANTS AT TIE-IN LOCATIONS MALL BE TESTED USING A 10 FOOT STRAGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS E SECTION MOTOR) E ME SPECNCATIOO, ASPHALT PAVEMENT WIDENING REVILE REED n/0T FOR WIDENING SUBJECT TO TRAFFIC BOB JO3,02 VIRGINIA DEPARTMENT OF TRANSPORTATION S1B 201E ROAD & BRIDGE STANDARDS CL I' NOTE: WEN A PEFESTNNI ACCESS ROBE CROSSES A CO ERC. ENTRANCE TIE N W SLOPE SHXL SE 2X FOR A wmrN OF S FEET. j A� GENERAL NOTES EAPR PMETET AI sac SBUMaN DIANEI W SIGMT ITYS"T ON PLTO AS A5 NMNLINE ROADWAY FREE NOTE 31 AMA q 1. 'MEN USED IN CnON NTH STANDARD CUS _ HOUSHE 0 BE AR MOWN ON PLM51 CUTS F LM CG T ME LIME FADE ON THE BIMIOMp 6 TO STANDARD T E ADJDSTED TO MATCH TIE MOUNTABLE CURB CG-2 ME ME CONFORMATION. / ;SEE RON 1 L / 2. SEE STAND CG-12 FOR CHI. RAMP DESIGN TO BE OSALN ;BED WITH THE STANDARD. IEAIN DUE NOTE SI ¢ EPSON. UNPAVED SPYE MwAINE PAVEMENT EHN.L BE CONSTRUCTED TO THE ELM' LINE� 3. AM LINE (EXCEPT µY NEONATE SrMLIIAT C+--- ESA E N RETTRED FOR MMUNE PAVEMENT WHICH CAN E ONIN THE FNRANCE.) q EXPANSION AXNT A RADIX OUR OR COMBINATION CUT® AND CUTTER NOTE: WOAD V P-0" M AS WJAINE ROXDWAY SIAL IDT BE CM17RUCTED BEYOND THE Will LIE EXCEPT FOR REPLACEMENT PURPOSES. �AR BROWN DN TYPICA Smnax. A PLAN VIEW ENTRANCE NOTES S. MEN THE ENTRANCE RADII CANNOT MCOMMCCATE ME TURNING REOUIREMEOTS OF ANTICIPATED HEAVY TRUCK MAUE..WAY ELOPE V EARA&NIC CURVE DNTRANOF PLY) A TRFIC7 ISILK HE DEPTH FOR SID L CURB RAMPS WITHIN HE LIMITS OF THE RXpsHWLD E NLREASED TO T .IZE GO.1 EDGE OF M OR ppME rLOWRAMECHNK£ --. p OPMO RaW uE ® _ - 8. 0.M5 IMNATI WHEN CONSTRUCTION OF A FIFM LWRNE RpAORAY CEEE _NOTE ]I LNF 1E REQUIRED l] fMDNDE 1`OSTVF DRIDAGF ACROSS THE ENTRANCE. GRUP ACE: LYANJ3 ® D T. ME CBSRN3LE AND MAXIMUM ENTRANCE GRADE CHARGES LMHE ON THE ALLOWE ENTRANCE D TOABLEE.. IHIM MILES ME NOTAPLICABLE TO STREET CONNECTIONS. 1. .uu FOR <CIAL ENTaAvc[ COMMERCIAL 'SEMI MMER INTERSECTION VOTES B. WHEN CG-II IS USE; FOR STREET CONECTIONS THE WAECTION MUST BE BLAMED IN ACCDIDINC� WITH M CONSTRUCT CRNE CHANCES WITH X PARABOLIC CURVE. AMFITO POLICY AND THE APLICIBLE REQUIREMENTS SECTION A - A OF VALUE nimkilCLLUURG SHRUM DIET NNERON AND DESIGN B. WTICNA PUTATIVE MAY REWIIE WRING OR A PDRTIQN OF BUFFER To PROVIDE POSITIVE DRAMCE e ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES AT y l? MAS IXESI CQFRETE • - SECTION C-C I. V.U.E CRANTE CHANCE BEARABLE 'D. MAXIMUM NOTE, ALLOWABLE ENTRANCE TABLE NOT APPLICABLE SRRTCONNETIONS sPECFEATEN XVDOT REFERENE METHOD OF TREATMENT ROAD AD BPDGE STANDARDS sIQ (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REvmon DATE LE T T E I VRONIA DEPARTMENT OFTRANSPORTATION O]/IS TO, A 201E ROAD 8 BRIDGE STANDARDS CC-12 NOTE: COMMENTS OP pRD RAMPS CORSET E THE MULOWNO: HYDRATED GEMEM SIDEWALK (ERM IN INCHES. AREA N SQUIRE YARD51 GENERAL NOTES CURB WEN REQUIRED (CG-2 OR CG-3 IN LMEM FEET) ETECTAIRE WARNED SURE(MEA IN SQUIRE YARDED 1. THE DETECTABLE WARNING SHALL BEPRI BY TRUNCATED DOMES EACH OP FILE ABOVE ITEMS 15 A SEPARATE PAY ITEM ANC SHOULD BE SUMMARIZED FOR EACH CURB CUT RM(P. 2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE NMS UFAES. PRODUCTS NOT USTm SMALL MEET INN THE SPECML PROV6IDN FOR CO-12 D LE THECML PRO3. SOEVIAXZR"PTHE YAXSARNIAL INGREQUIREMUHTS RDS AN EAGN SECTION FOR MIAL ESIGN L MDsx OR SE SUBunTED ro THE sTMOMDS MD J481 SLOPMSEES CF CURB RAMP MAY BE POURED WNGL17HIMLY WITH RAMP A'FLOOR OR BY USING PERMISSBLE CONSTRUCTION JOIM WITH REQUIRED BARS.L IF RAMP POOR IS PRECAST. HOLES MUST BE P OADED FOR DOWEL BARS SGTHATAMMONS FLARED SIDES Cµ BE CAST IN PACE AFTER PLACEMENT OF NO PRECAST RAP FLOM. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A S. REQUIRED BASS ME TO BE NO.5 X B" PLACED I'CENTER TO CENTER ALONG E THE RAMP PLDOR, MID-0ERM FLOOR. PERPENDICULAR BOTH ROES OF RAMP MINIMUM CONCRETE COVER P/ . E CURB I CUR µO PETER MOPE TRAMITIONS ADJACENT TO CURB RAPS W �.J� tiKgW q+'y i.f'�jMi��T,V„ ME INCLUDED IN PAYMENT FOR CURS /CURB MD W ITTER. U A.K.M A'AS�'��� RY Nt (KO' y 5'MN T. CURB RAPS µE TO E LOCATED AS THROWN ON THE PLANS BE AS DUSCIEO /i 12 - T BY THE ENGINEER. THEY AE TD BE PROVIDED AT NTERECTIONE WHEREVER µ ACCESSIBLE ROUTE WITHIN THE fiOIT O WAY O A HIGHWAY FACILRY M.1 M A CROSSES A CURB REGARDLESS OF WHETHER ADEWAN IS EXISTNC, PROPOSED, WITMAN OR FONEXBTENT. THEY MUST BE LOCATED WITHIN WROESWALNS AS SHOWNO; PLANSOR AS DIRECTED BY THE ENGINES. µO $MULE N07 TYPE B BE LOCATED BEHIND VEHICLE STOP LEES IXIBTNG LIGHT RICHEE. FEE HYCRAN DROP INLETS, ETC. MCESSBI ROUTES PROVIDE A CONTINUOUS PARALLEL BREESETED PATH LMENSgOF A FACILITY THAT BE APPROANCD.ENTREO I! A�P1`R,: NA')•LV'/,'P`'M1 ADSEDBEµ B. MAY E PG ROpAL iMDEXTS THAT THE IS LA IN F THE R SSWALm Np THE PUTS THE OPENING S PLACED WRxN THE THE C OF THE OPENING IS THAT THE SLOP: AT THE CORRECTION O THE CURB OFENNL 15 _1\ T2:1� i`�m> SOP X ,'(TF` PFRPENXNLM TO THE LIMB. S. w N TYPICAL CONCRETE SKI IS 4" MON. WHEN THE ENTRANCE RADIICANNOT _ ACCOMMODATE THE TURNING REORENENTS OF ANTICIPATED HEAVY TREK WAN TRAPIq REFER TO STANDARD CG-13, COMMERCAL ENTRANCE (HEAVY TRUCK iRAFF) FOR CONCRETE DEPTH. AT X.2 NOER THµ ME OF PAVEMENT 10. WHEH CURB RAPS ARE USED N CONJUNCTION WEH A SHARED USE PATH. AT XX ,SAME A5 TOR OF COAL THE MINIMUM WIDTH SHALL E THE WIDTH OF THE SHIED UE PATH. B. WHEN ONLY ME CURB RAIM IS PNMOm FOR TWO CROSSINGS 'OANAM I, TYPE C A 4•. 4' LOADING AREA SHALL BE MONO TO SAM A WHEELCHAIRPARALLEL MO ME CROSSWALK WITHOUT GOING INTO THE TRAUVER A. THIS Y. 4'LOADING BN PERPENDICULAR AREA MAY INCLUDE THE DOTTER Pµ. V. ALL CASES WHERE CURB RMpS INTERSECT A RADIAL SECTION OF TRUNCATED DOME SA -2'4 CL "'£1I COAL D ENTRMCES OR STREET CONNECTIONS THE DETECTABLE y 'E WARNING SURFACE SHALL HAVE A FACTOR! RADIUS OR IF PALO -ROOFED AS RED BED BY THE MANUFACTURER TO MATCH p p p p p O THE BACK OF CL0000 0000000 00000 OO 00000 1 L4ONQ RAW 6 O 0O O O OO 00 00000 'a o 00O 000 0 00000 O . 0 o o O. D D O Do 0 000. 0 o x X ,wT 0000000 00000poopp00000 DETECTABLE WMNING aqe sQ AM VARIABLE FEEL WIDTH OF RNP FLOOR NOTE 1z LYIETETER - PAY LIMBS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL VIDIDT I SPECRICAnpN CG-12 DETECTABLE WARNING SURFACE REERBCE Rp,QMIMIME STANDAJDS SHEET I OF 5 REVISION DATE (GENERAL NOTES) 2.m 1 pX/G VEGATA DEPARTMENT E TRANSPORTATION 503 %l 2" SM-9.5 SCOTTIR. CD�LILINS7. SURFACE COURSE 0" L1C. NO. 035791,E 1" BINDER INTERMEDIATE COURSE i'Q 03/22/21 'ton BASE COURSE IOINVAL COMPACTED SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A 2" SM-9.5A SURFACE COURSE I COMPACTED 5' SUBGRADE I 1 CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PATHWAY DETAIL NO SCALE (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONIC. DAYS OR STRONGER. / ° . 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE Fete oTCur� IrnertLing bin R1R3in 18in R1R6in TY 7f T c Builders OPEIpn: Area may be cOnaela.provided / sub -base ProWded a minimum de s M ] inrhea is meiMelnetl. � 1 RoIn �l� 2nDin RolNop Curb TRIPS NOTES; 1. THIS ITEM MAY BE PRECAST OR CAST IN PLAL 2. CONCRETE TO BE CLASS AS IF CAST N PLADE. AND PSI IF PRECAST. J. COMUNAMN CURB B GUTTER HAVING A RADAR OF MG FEET BE LESS MOM FACE OF CURB) SHALL E PAD FOR AS RADIAL COMBINATION CURB E WTTER. 4. FOR USE WITH STABILIZEDOFEAGRADED MANAGE LAYER, TIE BOTTOM OF TIE CURB R GUTTER ftBE CONSTRUCTED PARALLEL TO THE YOKE EASE COWSES TAD TO THE DEPTH OF ME PAVEMENT. B. ALLOWABLE CRURN FOR THE USE OF CG-S ;5 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N ARPEIEIX A OF R ME ROAD DESIGN MANUAL IN ME SECTION ON GS MR STANDARDS. D, a ' 4,4 D " A D � � D � D � • D, OF THE RCmR EHE"" COMBINATION 6" CURB AND GUTTER YD 6B2 VIRGINIA OFPMTAENF OF TRA15PpRTATION NOTES) 1. THIS ITEM MAY SE PRECAST OR CAST IN RACE. 2. CONCRETE TO BE MASS M F CAST N PACE, ON PSI F PRECAST. 3. CUM HAVING A RADIUS OT 3M FEET OR LESS (ALONG FACE OF CURER WILL E PAD FORT AS RASA CURS. 4. THE DEPTH E CURB WY BE RmU® AS MUCH! AS 3' (S" DEPTH) OR INCREASED AS MUCH AS E' On" DUMB IN ENDER TEAT THE MMM OF CURB WILL CENCDE SAM THE TOP OF A CCUME OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE TIE DEPTH S TO BE TV' AS SHOWN. NO ADNSINEW N THE PNCE BO IS TOW NAPE FOR A DECREASE OR AN INCREASE N DEPTH. S, CG-2 IS TO BE USED OR ROADWAYS MEETING THE REQUIREMENTS FOR CC-B AS SHOWN N APEFIDIX A OF THE VOOT ROAD DESGN MAMPUBI IN THE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB IDS SORE VNGINA DEPARTMENT OF TRANSPORTATION A ROAD AND BRICGE STAIRCASE VISION DATE SHEET 1 "to ROOD AND) BRIDGE STANDARDS Vl Z Z 0 0L rrA�A LU Vl � F�1 z \ o / LU w LU cf I- Q V TM�A� J I� M � H N LU w N N 06 W N 2! > Q LU LL J LU P J I ^ \ V I co Ln J LU Q 0 Q z 0 U E 111 ® I H� L LJ Y � ~ LU w O UlVJ 2 i I LU W J J V ) JLU 0 Jc `� �Q0 E•:�L� V O O O N 0 Mcl� LU L J W 0 LU d LEI JOB NO. 112066 SCALE AS SHOWN SHEET NO. 9 0 a c - --- - - -- __=_ -= - - - __ --- -- ,LOT,,,* 1 ' ::.C;:.:.:.:.� � � � \ \\ \ , ` ' `�.� I� " \ J a , _ / / ♦ � / ` OVERALL SWM PLAN FINAL - - _ -- - lm / - - / /♦♦ FUTURE BUILDOUT now - - / 1 �`:. 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I _r_`I f-r 1Ia'_nIJaa<L"�:r;�m0. !�I�/ \LOT- s3 'I \ / 4Loy.r/ s .\ ' . ry/ \\\o, /es�7 Lola' //.//../ L,o/�}' r/.. �"/� ��[..�.. c-/ '_,�/ ; \-\'' U\� , . ./ , C �\ \ \]3\LOT / %J .:' /\ //' / /i.-/ / /\ �T -ZLBonons/ / i /\ / l // , r,/Z-- .- /\ i LorLoin-•LOe T'' // :/// / "// / // / ','+ I \,\e /I /' \ "' ..,., . s': i\ \/ I I / / LO\T 70 /\ l��/ IF ' ./::' ,-.....', �'r.. F•"�\. OT �F\ 71 \A�A' •8.\y�f\•A_°/ - LOSTFA14 6 .>� •h•�4� y_ 1L� `s:. \`\F..`% .}':-'I: r�1:'y:''� :•' 1\I ,\\_ - uu Z Lor SFD APPRCp �LQSTF gs \ / \ 21 64 CoroLOT 132 5/ M;8=0SFA/ U LLOT 7ua) SFD/ LOT 71 LLI LOT 133 0 SEA 6/ SFD LOT 68I [� �LOT 134 ___ ` \ •/ i //....,. „3 oT /, \ /4� \\-"'"• _ '/ �+./ / \ / \ I/ SFA •�, AG '..-�.\ SFA \ \ I \\\ O I \ I I is � . 1 J ' LonA \ :. e� \ / / I � �` I I \\ Lorsz 1 \�•:` � r /LOT135\`\ .i.y...,-. .�./ _ -�� .",/ / / I SFD\ \ I. \ .,. LOT s6a SFA \ / '��. y 'QO \\ SEA POG�'. 0`. L'. �F - �: ^' °' \ \ N \ \ I \ -/ / � F ��c��...... ... � �.': �. \ n�--,/ LOTs i'':i \ e„� � s /i - - ` ) / •�1". ,. va '.'� / t - r I \ \ : - \ /:' , \\ Lors\ :"\.. �•'\ �LOT13fi ..'/ � '.� r � m � II ■ ■ ■ .�� ■ ■ ■ ■ ■ / /, \ ` \ ,''' \ (.. �-.'. >. SFA / C: �"1'.. ,I .: ..,. , I m _ i � .......� � ,,� .. _. �\ �\ C _ / / /c ' .,., � ° ,, .. .. �° • - I \ SFA / / \ '9' .I \ \ � \ \ � \ � I LOT:4 / LOT iR \ '......... � I \ LOT\ � \.-\. 'N 1 .i•.I. .. 1. \ \ \ � i 1 SFD Lorr\ `,�':\\. ':. -. / - {J - .,.I I I :. m '. �I Outflow Summary: (2-Year Storm Event) APPROVED ':. i .\ \ \ \ _ • '' - �f .'I \�/ LOT 3o / LOT 7\ I '' :•.•.:...... \ - sFA B,a,'` Pre -Development Post -Development SFD LOT 79 \:. 1 1 /' / LOT 3z / .- / \ r \. , LOT 138 / J . „ - •.'. .'.�.`.'/\'.'.'.'.'... �. _.. .... \. -., ^.... �.. \\ I LOT 80 \ ': 6]z. o .: .,.. ..., / \\ .': .:::, � ,': \\ :.EP':.' J.' 9 �.1 \r \ SFA/ li -- ,��- - � \ '.... f ::.: .'�'.:. _.:..\. \ '' '.1 ..;'.'.:'. .•.. �\- ': I / � r �\ � SFD \ / \ :::... .. ,,. � \ !.. ... \ � �'. {1"1..�..�`..'.\}.✓LOT`3aL,/� '♦/•• _ �/LOSTFA13 \V� ELEV. 9 •.Ji' sz4L' Jill �, ♦ o ./:-.-.".".".. ' FC \ \ � \ LOT 140 DATA' 8.49 cfs DA'lA' 0.98 Cfs DA'2B' 1.89 Cfs . DA'213' 6.97 cfs DA'3C' 1.81 Cfs j DA'4D' 2.25 cfs i` c / / r� - 90 F F w� - ALE\/ -1 SEA/ / -- \ � ' •� ' � T O ♦ LOT81 Q L'. r k6 / L r \ / 'Total- 15.46 cfs 6.93 cfs LOT 141 "� � \ SFD °� '. .'.:...$? .� ...'.'.'...':.. \ i-•\\•., �. \ / SFA I I III h 6 -DP6N- AC LT\17 --.`\. � /:I^ \, /\ / FA \'L�. I 9 / - / .. ..., - - �� \ \�\ / \ \......\:�.:.:•:':•�\�-" . ,\ .`y / ;.. \ ,. ,': � �\ \ � \ . � ` � i :.......... .. (......:...: .. -. ',. � \ / 5oJ � I ;•� ..' j ' /' � Outflow Summary: (10-Year Storm Event) APPROVEC / \ \ \ C \ \ .\......\ .... \- �: / j //� - / .. .... n4cA RFSI. ...) ..: ,. /\\ _ \ / \ \.:'.'.. ':.•:':•: -I .'t . 6� Pre -Development Post -Development "_ / -_ \ 1\\ \. . \\ / 1 ■ \ \ / I LOT 82 N J / \ \ 1 v„ .r ... \ \ - : / / \� ■ • � \ - - - SFD-j.1�;�{ ♦ T83Fai.' m - .. 4 €�._-`� •LSl, , - S ` - - OT f26 / .. � :.' SFA - LOT 144 '.\.'? ti.'.' �' DA 'lA' 25.44 cfs DA YA' 7.SS cfs .' /.'%:.:....l ...g... ... f7/. .. 9(, . \'. .. / I SFA \, ....�.. I '� �\ / . ., \ - I-i`�."^vC�':%"."..'' DA'2B' 16.50cfs !.. I.:.:.:..:..F A�/ P \ /off 12s '' Krq DA'2B' 27.79 Cfs DA'3C' 4.01 cfs e/ \ .i .' '.t...'..... DA 4D 4.54 Cf5 w 0 .--I �APPROVE FINAL ores ,r Jo /Lors7 �c \ \ \'•''i'//: Total- 53.23 efs 32.63efs N \ SFA \L0T 1 r. F " / /i 1.22 ac. I ♦ Lot ea _ _ _ $F f'' /i/ \ \ \\ \ \ \ CN-76 &Tc=0.)3 Nrs.� _ ,, SF 0 A v \ V � � V°.,., / /� \ v A \ - �" / / v \, V�ti/ Vv / - _ ,� - A A V \ V •, A LOT s :1 _ / : .: v A / A .V // / ♦ /j - VA V A PROPOSED FIN L I_I LOT4 OTS �. / vv s�A /, / v 'a LOT1z2 V v :." fist " / /�" ♦ �/ v v L9 a - A.... '..UILDOUTDA# �� 6 A s \ v Jc / ♦ / r/ \ \\ \\\ OD \ ..... I _. - - • / \ V / /S \ /// / V SFA / �2 \ V�� ♦ \ \ \ \ \. 1.34 ac. t LOT - / \ / / \ Lor se \ \ / \ I� _ - - -I / sFA :''' I \ 1 / / / / / SFA \ / /T 121 /\ " ` PJ o' ♦♦♦♦ \ \ \ I 10 S & Tc=0.30 hrs.Ii\- : - /\ 1 / roTee �� / / p \ b56 sF� Lora 1 1 ♦ \\ ♦ \ 1 / // --SFA_ 11190 OT'97 �92' �aFA/ \ I \ \ SEA \ L SFA O I' \ \ -'\(L 1 \ G�\ I / ♦♦ / \\ \I / / \ /-SEASFF / 5F \ / ` / / 1 P \ / _ - \ / - - 6 -SFA, / V LOT 100 ♦ V _ A .. g / / - -r - - - / 1 / SEA v ' SOT 119 . -% C:'7 Z 6- \ \ / sFA A �a A A\ V� O7 I --I LOT 1o1 " - % \VA V A \ \ N \i� SFA v 54 /•:- / ♦ A �' \LOT 9 O�IED' IN L . LOTz 1 a % e/ sFA7 ■ / / - oT1o2 \y \\\\ 1 L SFA / /♦♦ y \\ \ M J T ][ `» ? \ \ J ..1SPACE ` / r /- - - / / \ r / \�\\ \ W _CN & 0.19h if � C.. \ \ LOr11s F C / \ \ \ L \ - _ / I / )": F.,;?�4 '\., \ ... (j: �\_--- \ - \ OP CPACE LOT 112 1 \ LOT 103 \ i s - SFD \, \ ., / / `J"' LOT 111 I 09 AC Lor59 \ \\ / •G• SEA 1 ILor1 o sFA s / \ \ 9 ACRE SF SFA SF SF z, " \ I 1 � �: ' %' / �BUiLD #4Q \ �, � 1 ♦ ( / 10 oT 10 eea I I 5 / I � ✓ • � S /1 OT 1A09�L0T 8� L SEA 7 v v LOT 1 � / �' _ _ / \ A \J7G\ ],� IL / 'C' A \ _ \ I \ LOT its \ QQ� CD LOT 117 J/� ... \ / \ \ , \ .,. - , / / / L / / I 1 / / / �sQ \ / 1 I v SEA / - SFD yi.� / V A A r / / A I -.. CN-78 T{t . 9 h(5. '\ "/ \ / / / fop / �, �b4%`v A /\ V C\I / v- ' ��tAT Et .. : LOT 1o>s �? �._. \ OT 4o" V A..✓ / V A J". v` _- %' " / •:: � P C � / - ...::... 5 sFA �� LOT sFo16 p / '� � \ A ELEV.-3 '.Av //� V l I AA\ / S RQgo e�\ y Q o .''�� / i w/ A ELEV.=14' \\ i % \ / // // ) e� \ . �% 1 JP / \ / Q "° se;\ \// '/ LOT 115 \ •��. / // Z i SFD A : I \ 1 '.'.�'.'.'.'.'N I ♦ \ ,.' \ \\ \w LOT ./ //' / \ / , LU 1,77 v v v _� _� _ _ :I P ss LOT 1■ / -`F'- /// / / / \ 6j0. // \ VJ NO s, �..\X\6 GLENBROOK _- /// // / 65 .�-..... 66L9 ♦ \ ♦ / - i �\ \ \ \ \ \ ::�:�:�:�;::.. i..". \:: ' \ �\ \\\\ \\♦ \ / PHASE z - / ::'sPAc��♦ .' e / r v / '� � V � - �:.:�\.:.:..; ::A.::•:'�:•:':� vv v s�vv ♦ p[ Summary 2 Y for DA 1A: 1 .:` LU 1-yr,cfs z-yr,cfs layr,cfs U 1 ':A: \ •.•...�".:': >v\ \ ,•,�.'.: A VAv vvv �. v //i' / / / / Approved t � _ �"- -"' � V 6.86 8.49 25.44 I --I - • A - \ - A -V • ,�."." vvvv v -- -- V .%;'_ L�, I // / _ / / - Approved Post -Development Routings 1.48 1.61 2.39 • • • • � •'I• • • • • • • • •\ - ' - - •\'•\'•'•'•'-'- \ \ \ \ • J " • - / N - -654 - � � ROVED FOOTHILL PHA I� Full Buildout Proposed Post-Dev. Routings 0.94 D.98 Z58 APPROVED Y :: \�� \..... V v v v- v v / i / a \ P LLJ W Tc •'-'•'�'I'• •'-'• •'-'• •'- - �A - ':-\-:- :•:-:-: �v • 656 - _ T / / Note: Per the approved 9VAC25-870-66 calculations, this development meets channel r{ \ • \:\ ,` / \ /) °� � � _ .,,.:.. r, 0 }6 / /i \ protection compliance by having apost-development 1-year peak 5C5 design storm outflow ::'. "' 1. \ i/ / \ less than or equal to 1.48 cfs. Ul .,' 'y' " .. :. ` ' \ 1 \ \( )\J .1.`` ..:--:.'-:. ':. \'1:'•:.It{•.\\..� \- -.-:\. -..',.�- '-•\'•:a:,"�••\-•,.\-.\ •..\'�. \ •\,. •. �.•'�\ \ IlIIlIIII II /I l •• / __ s - p6 i II c� I n/-\ \ ��- `' I I / I \ -- I , ; I i" J j� �I� I __ ,/ y__---/ 'THE `DA yBuildout Impervious Area Summary:APPROVED FINAL BUILD OUT NOTES Roadways 1,sf 1. THELAYOUT WN INCLUDES THELU AT FOOTHILLS SUBDIVISION so PPROV€D-FINAL BSidewalks & 100 Driveways 302,924 sf CURENTLYUNDRREVEW. A FINAL J VO) ` 13,46Attached Lots where Half is Captured 4,600 sf SUBDIVISION PLAN IS REQUIRED FOR THE u" \a' DEVELOPMENT OF THESE LOTS. J - - - - _ _ _ \-CN 76 & TC 0� hr / / / 9516Detached Lots where Half is Captured 6,000 sf ', 1 - sso- - _ -ss2- / r *re._ % c, \ ,2. AMENDED SWM FACILITY NIA (LEVEL II WE \,..Z J^I''�I, \III\ ♦ / • �� : ___ -_ - --J- 1 :+ 4 ROPOS€ F A"UILD # / I /7\ x/ 61 Attached Lots where Most orAllis Captured 112,240 sf POND) WAS SIZED FOR A MINIMUM DESIGN `^ No so\. .... \ \ ♦ I • - - - - _ ♦ \ 22 Detached Lots where Most or Allis Captured 44,000 sf vJ Ill an - '.:.// ' ' ' \ \\�3.38 ac. \ ♦ TREATMENT VOLUME OF 68,039 cf. THIS all al won an \ \, .--- \.':-.'... \ \\\\ ��\ . --_ \ /♦ Approved Foothill Impervious Area 161 sf VOLUME WAS CALCULATED USING THE \ \ I \.:• "' \ \ \\\ , _ CN=76 && 24 hrs: All \I_ / �' 474,326 sf VRRM AND ASSUMES THE FULL BUILD OUT ♦_- / \ • �``I \III`I Includes Park Ridge Dr,Glenbrooksubdvision, Eastern Connector SUBAREA CONSISTING OF 10.89 ac. ,, „ , , - , \, - , - �\ /� - /,r, \ \ / I/ II / / \ //- \ - _ Road IMPERVIOUS AREAS&10.75 ac. OF W ....... - , ' \ , / I `I \�..\\\\\\ ■. .//// �s� ---- I - _ s \ \ \I Area Sum AGED TURF. THE CAPACITY OF THE O \ , .. : / '. •, \ ♦ /// \ it \ \\DA#t UPDATED FOR GLENB OOK 2 Final BullImpervious i - APPROVED FACILITY EXCEEDS THIS DESIGN N // \ \ R LV �Il (For WaterQuantity&QualiryUlmlationslREQUIREMENT. /� Water Quality and Quantity Calculations 3. THE PROPOSED GLENBROOK PHASE II v v ) IIIIILLLLLLL� ( BUILDOUT WILL UTILIZE SWM FACILITY ri2B, \ �♦ Soo _ - .�, \ \ - \\, \� Roadways 97,477 sf WITHIN THE FOOTHILL PHASE \\\\ S y Sidewalks & 15 Driveways 27,948 sf IVN PROIECr. `/ \ , / \\ '• - - «--\'. \ _ 36 Detached Lots where Most or Allis Captured 1767sf 63,612 sf HE EXISTING DETENTION BASIN WILL BE \ a \\ .. \ \ - --- \ \ \ . ♦ kp� - \ _ �.\� ( UPGRADED TO A LEVEL I WET POND. L \\\ I 6i/ Foothill IV lm erv101i 49,658 sf 4. THE OVERALL PROJECT SITE WATER QUALITY C) _ \ - \Z ,Proposed DA ri2B Total ImperviousArea 236,695 sf 0 (\I MEASURES WILL REQUIRE AN ADDITIONAL \ -640- • -1- - /'� - - \ \ \_\t 1.71 LB/YR PHOSPHOROUS REMOVAL BE // �/ 630Approved DA ri2B Total Impervious Area 245,179 sf o O A V A \ _ 1 / // - V AA - A v * MET PER THE VRRM. THIS LOAD WILL BE �DAN3C UaoAi[o FOR GLENBROOK2Final BUlltlout Impervious Area Summary TREATED BY PAYMENT INTO THE -(For Water Quantity&Quality Glout lotions) 1 LICKINGHOLE PRO RATASHARE WHICH WILL \/ \ \ / , \ ` .(For Glenbrook at Foothills Water Qualit &Quantit Calculations REMOVE 30%OF THE 7.89 LB/YR REMAINING \ / \ -♦♦\ -•-•- -♦ - - - - 1 \ \ \ { o J // //, / ,v \\ c,\\\ ` - / / �� S / 8inion Drive (Portion) & Road A 10,449 sf LOAD FROM SWM FACILITY M2B (2.37 LB/YR), 7 EXCEEDING WATER QUALITY L Sidewalks&4 Driveways 5,247 sf REQUIREMENTS. p W 1 Detached Lots where Half is Captured 1,000 sf p 5. DRAINAGE AREA AND SHALL HE w J u 3DetachedLotswhereMostorAllisCaptured 6,000sf RELEASE STORMWATERDISCHARGE TOT p w Proposed DA#3C Total Impervious Area 22,696 sf CREEK. THE OVERALL CONTRIBUTING c _ > \ '� I -• '--f- / \ s° \\ \\fi \ j/j �6'� _ - 1j1I \ \� �9 \ \ / Approved DA#3C Total Impervious Area 21,696 ff DRAINAGE AREA TO THE CREEK AT TH15 SITE d I5134 ACRES. THE PROPOSED DRAINAGE JOB NO. \ \ / -- ; •�• \ \ \ Paz\ - / / / / \ \ \ III / \ / // DA#4D UPDATED FOR GLENBROOK 2 Final Ru ldout lmpervia Area Summary AREAS #3C AND #4D ARE 1.22 ACRES AND \ ,> \ \ .... '♦-- -'�- _ \ \ \� - _ _ _ / / / \ 1\ / / sze-_ \ / (For Water Calculations)Quantity&Qual'ity1.04ACRE5, RESPECTIVELY, WHICH ARE LESS 112066 (For Glenbrook at Foothills Water Quality&Quantity Calculations) THAN 1% OF THE TOTAL CONTRIBUTING Binion Drive (portion) 7,SO8 sf DRAINAGE AREA TO THE STREAM AT EACH SCALE OUTFALL, HENCE THE I% RULEAPPLIES AND v v ti - --: •,•. - - �s \ -�.� / / - - \ I / / / / _ / Sidewalks&S Driveways 5,854sf AS SHOWN \ \.".�". - - _ , I r- ------ 6 Detached Lots where Most or Allis Captured 12,000 sf THE OUTLETS MEET CHANNEL ADEQUACY \ VARIABLE WIDT WM, FOREST, ,.'r..'.. a'.:: i.....'..............^^. '..� / / / P REQUIREMENTS. AND OPEN P CE EASEM NT - T OPEN SPACE L• \ \ T�\ _ j / / / - \ - , Proposed DA #4D TOtaI Impervious Area 25,fi62 sf \ SHEET NO. / \ \ s _ _ - ----2.717�ER€5-----//----- - -i"�-- \ _ - = - - // ' -Approved DA#4D Total Impervious Area 23,112 sf^>\ - D. �D75, PG. 664 RESFRyED'F-OR.'.-.'. 1♦ \ ,s--roNSJPeNbEMAFTtl 6FT v, /tom-�-`- - , / , �F - _ \ 1 /\ 1\ i r �\ �/ \ \ \ J / �' 9