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HomeMy WebLinkAboutSUB202100060 Plat 2021-09-28GENERAL NOTES OWNER.' GLENBROOK LLC GLENBROOK AT FOOTHILLS PHASE III G PO BOX 1467 CHARLOTTESVILLE, VA 22902 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.5039, PG.66) - 9.50 ACRES 2. PORTION OF 056A2-01-00-06200 (OB.5039, PG.66) - 0.08 ACRES J. 05600-00-00-057B1 (OB.5039, PG.75) - 9.32 ACRES 4. EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES (SEE SHEET 2 FOR AREAS & PORT70NS OF PARCELS) TOTAL AREA: 19.94 AC. ZONING: R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT WITH MANAGED SLOPES OVERLAY DISTRICT NOTE: IMP 56A2-1-62 IS SUBJECT TO THE APPLICATION PLAN AND PROFFERS ASSOCIATED WITH ZMA201600005, AND TMP56-57D IS LOCATED WITHIN THE ENTRANCE CORRIDOR. DENSITY.' ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC + 30 9, BONUS DENSITY FOR PORTION OF PHASE Ill DEVELOPMENT FOR PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE III DEVELOPMENT WITHIN URBAN DENSITY AREA OF THE COMPREHENSIVE PLAN - SHOWN ON SHEET 3). TOTAL PROPOSED DENSITY FOR BY -RIGHT PORTION OF GLENBROOK AT FOOTHILL: PHASE I: 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) + (71 AC x 6 DUA x 307 BONUS INCREASE) 189 UNITS: (177 UNITS + 6 AFFORDABLE UNITS & 6 MARKET RATE UNITS) 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 = 100 UNITS MULTI -FAMILY APARTMENT UNITS = 24 UNITS, INCLUDING (6) 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) = 6.05 AC (30.39) TOTAL OPEN SPACE REQUIRED (257) = 19.94 AC x 25Z = 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 = 0.41 ACRES OPEN SPACE B = 0.43 ACRES OPEN SPACE C = 0.22 ACRES OPEN SPACE D = 0.04 ACRES OPEN SPACE E = 0.08 ACRES OPEN SPACE F = 2.58 ACRES OPEN SPACE G (GREEN WAY) = 2.29 ACRES RECREATION AREA: TOTAL AREA PROVIDED: (OPEN SPACES A,B&C)=46,173 SF TOTAL AREA REQUIRED: 200 SF x 144 UNITS = 28,800 SF A TOT LOT AND OTHER RECREATIONAL AMENITIES ARE PROPOSED WITH THE DEVELOPMENT. THE FINAL SITE PLAN WILL PROVIDE DETAILS ON THE DESIGN OF THE ACTIVE AND PASSIVE RECREATIONAL AREAS FOR THE DEVELOPMENT SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS. 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: 1-112 STORIES MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF SFD UNITS: 2 STORIES (MAX. HT=30' & MAX. FOOTPRINT= Z520 SF) TOWNHOUSE UNITS: 3 STORIES (MAX. HT. = 35' & MAX. FOOTPRINT= 800 SF) MULTI -FAMILY.' 3 STORIES (MAX. HT. = 35' & MAX. FOOTPRINT= 5,544 SF) 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 TOPO & 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. DA TUM: 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 REQUIRED FOR EACH UNIT SFD/SFA UNIT 120 UNITS x 2 SPACES = 240 SPACES 2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM APT UNIT• 12 UNITS x 2 SPACES = 24 SPACES J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM APT. UNIT' 12 UNITS x 1.5 SPACES = 18 SPACES 3. GUEST PARKING (1 SPACE / 4 SFA/MULTI-FAMILY UNITS): 134 UNITS x 1 SPACE/4 UNITS = 34 SPACES TOTAL REQUIRED PARKING: 316 SPACES TOTAL PARKING PROVIDED: 264 GARAGE/DRIVEWAY PARKING SPACES 27 OFF-STREET PARKING SPACES 31 ON -STREET PARKING SPACES TOTAL PROVIDED: 322 SPACES 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 PROHIBI TED. PHASING: THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING PHASE I, 11A, IIB, III, IV & V. INITIAL SITE PLAN & PRELIMINARY PLAT W H I T E H A L L DISTRICT APPROVED by the Albemarle County Community Development Department Date September 28, 2021 ALBEMARLE COUNTY, VIRGINIA File # on Type 100060 Glenbrook at Foothills Phase III Application Type Preliminary Plat Lead Reviewer: Mariah Gleason � I G BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE S1 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 32.79 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: 10.36 AC (51.97.) TOTAL ACRES OF OPEN SPACE: 6.05 AC (JO.39) TOTAL ACRES OF ROW 3.55 AC (17.87.) 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. SHEET -LAYOUT SCALE: 1" = 100' -r-r-1 I I I I I I \ L Lary / 1 Lo'. I / LOT 7A SFO SFD LOTTY mq LOT 7 SFO _ LmK Lmy L4ry / %mr Loi• , -. Lms '" LmL LUT, �',', IMPERVIOUS AREAS: LOT 76 \ _ SM / LOT n / SFD / LOTre SFD / LOT 79 LOT 81 LOr> ': SFO LOT U /i SFD Lors LOT �'- - - sFo LOT es ••\ LOT • /' SFA LOT 87 T- SFA /' / OPEN $RAGE I LOT 1121LOT 111 SF G- I A SFA 0.08 AORES I (54T , / I j 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 143 EXIT) PM PEAK: 70 VPH (45 ENTER/ 25 EXIT) SITE VICINITY MAP SCALE: 1" = 2000' LEGEND EXISTING CULVERT CULVERT 0 Q DROP INLET & STRUCTURE N0. CURB CURB & GUTTER I PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT p c BENCH MARK CLEARING LIMITS TEXISTING CONTOUR PROPOSED CONTOUR zoo 24055 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION 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 7 i . F'tiGHOLE BASW , 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 Wl77-IIN 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) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERA7ON MANUAL, 10TH 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) SEE SHEET 5 FOR THE LOCATION OF THE RETAINING WALLS WITHIN THE PHASE Ill DEVELOPMENT 11) ROADWAYS AND PAVED CIRCULAT70N 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 VIRGINIADEPARMENT 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. Cb•LLINSZ Lic. No. 0357911� pow 05/20/21 ���' �S�ONAI. ECG` zz O w N N M CD L9Q _CY) >- co M z H� N M J LU W O N 66 W N z > Q z LLI OL J L JLU W J LU L9 Hco z < z N I -I L-L•- U LU WY �o W LU U 1-- M Ul z W W J J C _ W p Q Q O 00 N O U °� LLJ w -1 w w a � JOB NO. 112066 SCALE S SHOWN SHEET NO. 1 THREE NOTCH'D ROAD -ROUTE 240 T �1,TH p� EASEMENT f MATCHLII�E SEE THIS SHE 120' SANITARY SEWER D.B. 1997, PG. 235 EX. 20 ACSA SANITARY PHASE G1 SEWER EASEMENT \ - - \ EXISTING LOT LINE \ IIB LOT '7 De saes. Pc as � ''� \ � SC01"f R. IN52_ � 1 CSX RAILROAD \ 1 FUTUR\ U Lic. No. 035791 � POSTED SPEED LIMIT I ` A 4 25 MPH XISTINGIPHASE S89°59'S5"W 555.43' S89°56'4T"W 216.29' - _ _ _ _ r \\ ' \\ \\ TREELINE 1\ IIB LOT PO05/20/21 0 / \ NAL 1 \ MANAGED �20' WATERLINE EASEMENT 1 1 \� 11 �p9 s9 IIB LOT / ® STEEP SLOPES D.B. 611, PG. 440 1\ 1 D.B. 692, PG. 148 I 1 Y / tis4 POSTED SPEED LIMIT GD T P - - - 25 MPH OF . M = �1 0 N89'14'56'E OVERHEAD '690 essl ELECTRIC LINE i M. TMP-. 05600-00-00-057B2 £ l r \ o \ \ OWNER: GLENBROOK. LLC m 1 v ACREAGE: 8.50 AC • \ _-____ -_ _ ___ ____,_,__•_,__�\,\ I i � \I \ XISTINGCREEK � \\, ��\ ZONING: R6RESIDENTIAL Q � D.B./PG.: 5039/75 L'\ USE: SINGLE FAMILY RESIDENTIALN Z . TMP: 056A2-01-00-06200 CO o EX. PARK RIDGE DRIVE RNV ��. 1 \ Y Ln z ra. Boa sme r OWNER: GLENBROOK, LLC UI O 'OP ST " I DB. 4972 PG.726 R-530.50' v ACREAGE: 1.893 AC I V% HILL TOPS " ZONING: R-0 RESIDENTIAL / \\ I \ 1 w I t �� 3 1 1 I/ D.B./PG.: 5039/66 - "1 - \ \ O USE: RESIDENTIAL ?\ - a 0 U) 7 N 1 �Z 056 -04.0"3700 ... 4 `L I N M - \\r119h191`68�R209'. \\\\ `\\, \\\\ ^ I m W CAN. Jj�MF.SE p�_p400-O�50p \- OR WAL 11 SARG NWT DUN AN S89" 14' 56'W FELDMAN, R=530.50' 1 - \ / Z � 0.2030 ACRES . 189.33' � \ JACOB M & L=71.72' ® m - - - 1 p fir-' - ® \ 1 N Z Vf ZONING: R}6 RE DE IAL ! I N \ \ 1\ 1\- 1 > > Q D.B. 2825 P¢.476 MARGARET f 1 �+ _ 0.2180 ACRE ZONING: R-6 !I E o- A2-01-ao•O360o LLI RESIDENTI I I \ I :-�0�600-00-00-05500 \\ _ \ \\ \\� 1 W °C ? R=469.50' FOX, CHRISTOPHER D.B .�54157PG L=396.92' '\ OWNER: COUNTY OF ALBEMAF3 EC/O �\ .\ 1\ In W 11 & JESSICA x 533 - I \ \ J 0.2030ACRE5 I \ - FINANCk ADMINISTRATK)N RM 14 \ < ZONING: R-6 RESIDENTIAL - i ACREAGE: 2.19 AC �. \ j \ S40` 38' 11"E - \ \ ` \�',. G 0 D.B. sIse PG. slz 15244' i� ZONING: R-4 RESIDENTIAL \ z t- I -V �� D.B./PG.: 2397/431 O _In __I_} EX. SAN. 4-,SWR TO BE REMOVED i j ® \ 1 \``� EXISTING TREELINE \ 20' ROW TO BE VACATED i \ D.B. 227, PG. 380 1 / .m \\ D.B. 322, PG. 544 (PLAT) S89°44'59"E 193.12' __-_._-_-. TMP: 05600-00-00-057D0 S83°37'00"E 212.43' - - - - - - - uJ \ \ I 1 K S89°53'07"E 366.76' «.i.��. �.��a N N / I w \ OWNER: GLENBROOK, LLC // 86.59' 125.84' \ I I �I \ ACREAGE: 9.72 AC / \\ �`• //--, o r4 N 1 1 I \ ZONING: R-0 RESIDENTIAL 4, r1 an I �NI j - PARK RIDGE DRIVE �� o 0 D.B.lPG.: 5039/66 I I \ N40" 3W 11"W USE: RESIDENTIAL / DB. SOTS, PG.664 _ 1 I \ 97.31' R-295.w ^' ___-_ _ ---- L0FA T 1 L�155.56' \ `� , ` _ .. SFA Q \ B) _ ' - _ 1 I SWRT . 0 �� �, _ --- �� -.- .-. -.- F / ® 5 I I 1 SWR TORE / _ - i " \\ REMOVED sae Lu r6'a->'\ _ . • f68 J / I I 1 \• 66 / / R"13.50' q L•22.7T --- - - - -1 4srz I ��, OFEN SPACE _ - - - <�/ 11_ - I S89" 5Z 13'Nf % A.. Q T ssae' 0,27 AGREs � . - i _ . EX. SAN. O / m^/ 1 ® I mo_ .. �•• .� I ' _ _ \ (y z SWR TO !'% ' ? R=Is.50' / '/ ® LOT 73 / ® - \�� 0) I -I \� i i e REMAIN L=1s.54' i ctiY _ SFD ® /•• �\ 1'.'.'.'.'.' N 100' STREAM °' ` LOT 6p - IN20'A SASANARYSEWER �'�. /' J �� �' , LSFDOT / ,OPEN.SPACE.'.'.' _ IN 20' ACSA SANITARY ESMT \'� ' O g, SFD I LOT 72 SFD ~ rrY I I D.B. 1997, PG.2356 BUFFER �•� i �[(/4Q, (D / SFD / 7 -y ^g^ 1 (+') J O Q o \ ® RE_ZONING LINE \ s� ,N ® . y 009 ACRES � Lu �/ EXISTING LOT LINE I ------ \`� Q u ® / ®Lo 67 I L SFA 2 N /// 20' ACSA SANITARY O O • D II � \ i Q II . - �s m LOT 75 , \ 05642-04-00-0 OAO I I / / / . - - _ - - _ 60 SEWER EASEMENT ry O ,a / LOT 71 ; / / C \ OWNER: IDE V LAGE EX MH PSV OS-17 �� - - - / _. ;,$' SFD SFD ' SLOT 133 r- I DB.5075, PG.664 /u ; 0 N 06 HOMED RS I I �� - s;� - _ /� l i. N /^ LOT 70 ® I 666 � SFA , � (♦f ASSOCIATION, INC I �\ - - - v N SFD j\ LOT 68,5° ACREAGE: 5.69 AC - -- - \ N /- - - - - - - -- �/ , SFD , LOT 61 \•': �� \ LOT 134 W ZONING: R-6 RESIDENTIAL -. ' • i D.B./PG.: 3205/626 -. yY. - - \\\ p ® �0 / .' ,.� NOTES: > Q z 2 USE: OPEN SPACE FOR THE -- " ��� _ EX MH PSV OS-16 v� LOT 76 " - ` • ® _� i / ' 1 PARKSIDE VILLAGE - - _ - - - �� ` d, - . THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED w \ SFD _ LOT 69 668 ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. _J Lu O NEIGHBORHOOD i -_ �-� � \� --- \ S89°51'11"E 586.85' _ �,� \ SF J _ \ \ \ - _- - - - -- -_ / ', % GLENBROOK AT FOOTHILLS o-` • /9 ' ' ' ,.. 2 TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & _ N89° 5"1"W 108.79' \ GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE > NO2'MW WB'%9W9' I - \ \ \ - --- --- - -- ;� / % / N89. 51' 11w PHASE I - BY -RIGHT SECTION ° - / , aaaaa� ' ^ Q .! _ EXISTING TREE AREA \ \ _ _ _ - � /�•� INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. U) v , 573e % �� - TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020. W 1 INCLUDES A MIXTURE \ i , LOT 77 'x - 7 ! ! - OF EVERGREEN AND \\ \ / - EXISTING SWM FACILITY1S _ i, i l /' l SFD / / \ ' �'o : i J L !! DECIDOUS TREES 1 '. \\ IR �• " \ I 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. Q O APPROVED. UNDER ® r / \\` . ',� �/ /' / %' / /' / j LOT 78 j / * THE MANAGED STEEP SLOPE IS LABELED. 0 O 1--I - WP02017 00020 S ' \' / SFD LOT 79 , 1 1 . - ��;. \ �\ \ . •• •/ I ' I,� ; / ' l l • \ 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM J U _ \ i\� \ • y' i 20' ACSA WATER _ SFD r '� •• EASEMENT - / ® / \� BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM. z - t'.-.' _ LOT80 fin / ho I \ i '. •, r / , r l / DB.5075, PG.664 _ • THE STREAM WAS LOCATED BY ROUDABUSH, GALE & ASSOCIATES. SFD /' Q 7 / I \ ,p \• \ _ .; , r l , - / l l ;' l , / o� - • f ' GRAPH -ILA' 12�CALE // / // -P• \\ • \ \ i• r��°l iyp. l l , l2 • • Q Y ' SFA i / - - - - - \ \' �:. a ✓ (, l , T Q ., \ 30 60 120 l/ J //i/ / �/ \\ '\ \\ \ \\\•. >; :%`� l �:.� / V \ \ `-.Ill / i,l l ``•''� LOT �/� •' . 5 i l l (' l/Q LOT 127 U-) , �'� N29"28'3,'E OPEN�3'PAC ) SFA \\ P, J '.'.'.'.'..'..'w EXISTING TREE AREA 4s.69' IN FEET \ \ /��,� ��� ". \\ \\ \�• ♦ \\• / / ; / / INCLUDES A MIXTURE ® \. Sj� �• D Q 056A2434-0mmo0 \ \ •. / , , / `J �� U.48 Ai�RES .�' \ = 60 1't. \\ / v _ -\ / 20' ACSA SANITARY OF EVERGREEN AND LOT 82 ./ V �. - - - - - - - - _ \ U) OR JENNIFERJ \ \ / ,' /` Ex. 20' EMERGENCY l / SEWER EASEMENT \ - oRJENNIFERJ \ \ ul EXISTING �� ♦ / / ACCESS ROAD / / DECIDOUS7REES ° \ SFD No. Parcel ID Owner Total Acres D.B.. Pg. Zoning as390 ACRES �"- \ CREEK " \ - \ \ EASEMENT / / DB.5075, PG.664 i ZONING R8 RESIDENTIAL OB 5420 PG 58s R=463.00' \ 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 �I D.B.2229 PG, 29r " �� \ / L-135.85' / 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 46011137 R 6 w I ! / usE: RESIDENTIAL \\ \ \ ! /' EXISTING BOUNDARY OF ® \ 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 z W J REZONING AREA (ESTABLISHING LOT 83 / 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020I075 R-6 I--1 b 0 \ \ \ - _ _ \ _ _ _ _ / THE BY -RIGHT R-6 SECTION OF 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 ~ I r os6Az-o4-oo•ao4ar�' -z _ - _ �.`. \ - - 1 I I �I - - - _ _ / PORTION OF EXISTING 20' \ SFD SULLIVAN. JAMESJ & GLENBROOK vs. THE REZONED \ \ _ _ I / EMERGENCY ACCESS ROAD 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 �- I { 1 JESSICA DGATEWOOD _ \ \ - \ - _ _ _ _ / TO BE RELOCATED WITH THIS R-6 PORTION WITH PROFFERS - _ \ EX MH _ _ /`-- 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2 l 1 0.1990 ACRES - \ \ i i 1 0.1990ZONINR4i RESIDENTIAL - _ - - \ \ PSV OS-15 \ \ ; I ---- PHASE OF DEVELOPMENT ® \ 6Te 8 056A2010006600 FLANAGAN, ROBERT MICHAEL 1,050 970/668 R-2 Lj O I D.B. 5344 PG 608 \ \ \ I LOT $4 use RESIDENTIAL \\ \ SFD / 9 056A20100067B0 FLANAGAN, ROBERT MICHAEL 0.500 3678/232 R-2 O $ \ \ ✓ 10 056K1000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 52861548 R-6 j 1 \ \\\\' '.' \N I OWNER: GLENBROOK, PHASE7131 GLENBROOK REZONED Q Of 056A2-04110-00300 I \ � 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 J JONES, BENJAMIN MARTIN \ \� \ \ ACREAGE: 9.32 AC \ 12 056K1000006800 BALTZ, BENJAMIN MICHAEL 0.120 54601531 R-6 Q • \ EX. 20' SANITARY ! OR SARA BETH g -- -- _ \` \ SEWER EASEMENT '( ZONING R 6 RES ENTIAL �76 0.2120ACRES �° _ _ ' \ \ \, \ \�% O6 1997 PG 235 I' ID `I� CED - - - 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6 / r I ZONING: Rfj RESIDENTIAL _o - -- _ \ . ' . \ \ D.B./PG.: 5039175 ry`ti 0 \ i \ �° SFA / 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 O O 1 I D.B. ZONING: -0 RESIDENTIAL - "�� \ \ Y USE: SINGLE FAMILY RESIDENTIAL O Z \ / \ \ I \ 15 056K1000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457/729 R-6 RESIDENTIAL -- - ` \ / \ ; i \\ �1 ® LST N _ l \ / a FA 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORE NO 0.150 53981250 R 6 1 _ \ \\ 1°\ ' \ �p6 LOT 86 \ 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 54041001 R-6 �/ 056A2.04.00.00200 - - _ \ ' " N _ `, \ EX. STORM DRAINAGE BENCHMARK: ° BEASLEI,ALBAE \ ,', �\ EASEMENT SFA 6�' 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 m ! OR PAMELA8 - 1 \ . '� \ OB 5389 PG 75 \ EX MH PARKSfDEVIL-1-14 N43"42'4Tw 's� i \ . : \� \ RIM=640' 9.64' ° ti 19 056K1000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R 6 11 0.2120 ACRES - \ ' zoNNG:R6REs1DENnnI- / \\ 3 �\ .�1 INV IN=633.7' ® - 20 056K1000007600 HARDING, DAVID PAUL & DORIS A 0.220 5247/747 R-6 z D.B. 2275 PG, 006 TMP: 05600-0'0-0 1 - -- -- _ - --' \ N - .' . .' - -\. , \ INV our=633.4' -Dsr RESIInI. 0-057B3 + l \ Lo787 21 056K1000007700 MUCK, JORDAN K & MIA M HANZA 0.200 53851386 R-6 \ W OWNER: STANLEYMARTIN COMPANIES j\\ ° _ _ \ ` ' \\ \ SFA �' 22 056K1000007800 STANLEY MARTIN COMPANIES LLC 0,150 52261309 R-6 O J w LLC / \ w \\ \ FUTURE I 23 056K1000007900 HAYES, JOHN RIVES JR & SALLY ELIZABETH 0.190 5292/634 R-6 a _ 056A24M-00.9d100 ACREAGE: 5.84 AC!` 1; r - r 100' STREAM J _ _ _ _ _ �a EX MH PSV OS-14 PHASE 24 056K1000008000 STANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 JOB NO. eronu,5�f INF&KA.THERINEPICKRAL -ZONING: R-6 RESIbENTIAL;_ _ - BUFFER \ f \ \ \ SEE THIS SHEET IIB LOT / • ' 'OPEN SPACE LOT 112 'LOT 111 25 056K1000008100 STANLEY MARTIN COMPANIES LLC 0.150 52261309 R-6 O:TIOACRES \` \MATCHLINE � "G" SFA 112066 ZONNG:R-6RESmENr1AL D.B./PG.: 53581606 1_ \ \ �-\ \ \ I SFA rLSF) 26 056K1000008200 HERRICK, MICHAEL F & DAWN Z 0.130 51921057 R6 D.B.46w I G.:239 ..... q F T RE 0 09 ACRES -USB:W D�NTIAL. _. CHORD BEARING CHORDDISTANCEI LINE RADIUS I LINE LENGTH C1 N08°42'07"W 208.55' 570.79 208.56' C2 N10°25'22"E 469.14' 469.5 491.24' C3 N47.20'56"E 27.57' 87.5 14.34' Ir-00 \ 2O' SANITARY SEWER \ PHASE \ � 1 27 056K1000008300 EMERSON, CHARLES FRANCIS & JULIE RUETTGERS 0.160 52121751 R-6 SCALE 1EASEMENT IIB LOT \ I 28 0561<1000008400 BENEVENTO, ANGELA MICHELE 0.140 53541623 R-6 1 it= 60' D.B. 1997, PG. 235 6 29 056K1000008500 BOOKER, JUSTIN K & CHRISTIAN T. 0.160 53911186 R 6 o ,1 '\ FUTURE �. 64. SHEET NO. EX. 26' ACSA SANI7ARY \ 30 OS6K1000008600 ISHARWAL, SUMIT 0.130 5423/520 R-6 \A / SEWER EASEMENT \A V PHASE \ \ " nR STao or. AR \ " �. i\ 1 EXISTING LOT LINE \ IB L01 i' 0�7 _ TN 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 54651519 R-6 2 r D I , `� OPEN SPACE __ _ _ - .' o.41ACRE5 LOT I LOT 1a0 ♦ r lg� brSExr NE n_� f'E-•6 , , LOT 11g I - _Q'W r _ \ 1� �" . /'-'-' r -\ ( LOT 13J ._'LLr -------r------- -- t LOT LOT LOT LOT LOT �' ' / •\ n6 224 11j 11a 111 ar LOT LOT \ 115 LOT 1o8 I•` LOT - '\ \ - LOT i _______- � - __-____ .____ __ -• � -_ - -- � LOT 105 103 , I _ LOT ,T __4__�` , oa LOT FUTURE MIµ TOP SmE r k -- -- _ zoo LOT DEVELOPMENT IV NT 99 LOT 'j h AREA I _ • " ' ,. E ERVED FORI I_ \ \_ DEVELOPMENT I � ♦ - --- - .0 88 - ♦ I S \ '�+�ACRES r_I__I -� r_r_- I -� r_I__I I _ PROPOSED ACTNE �T I f` I I , O PROPOSEDTOT LOT RECREATIONAREA I 4,5.5F OPEN SPACE a —� — 0.43 ACRES \ ,I4 ----- _- -I- -- \\ r— E _7 \ I I \ r 95 I L97 UT LOTL I ARTMENT RUI I I 94 93 Bz INCLUDING <`` •\; ``` ��� ����r�� ORDAELE I --- I 91 LOT � LOT �����.��J `\'\•���``� I <IA I eg LOT 88 ```` `� `\•\� `JI I <I�----\__ PR VAT - 86 % / \ • I I I LOT LOT r-_._!f _ \�\ ' L84T LOT — 5g LOT r r J LEGEND: LIMITS OF URBAN DENSITY RESIDENTIAL AREA (7.so ACI LIMITS OF GLENBROOK PHASE I DEVELOPMENT 4'I ICOTT R. LLINSZ Lic. No. 035791 a 05/20/21w4 �S70NAL E��` LIMITS OF R/W BEING VACATED WITH PHASE III DEVELOPMENT a 1" to z Z 4 N co 4 ------- -- '------------------- ,-'-" " z p . f ----- � C) co 0 i' H N Z a o m :) H z O tQQo > Z g LV W a G G z I 1 ` tie N W z o z I I 1 I 6o LOT \ , 83 \-. ` ♦ v LOT ,.,I '\ LOT _\ ♦`` p , I I I 1 i J • . I __ c_ r -_: .- i , 6x LOT - _ � i - LO7 \-� __ - ..,f,/��.. \/• . - L, _ �..- r. _ J ,�O T Bo ` PARK RIDGE DRIVE _______________ OPOED PASSRLICROAD4aRy ____—_ . jA , L I -GIKJN A .I '-_• r (\. CCf , SPA RES -`_- C , J . - -- - / - LOT - - _ \ , .Z' OPEN SPACE E LI N o IN v r _.---- -.__ / 66 L6T •LOT 21 ter°/ •.� o.oBACRES LOT LOT \ \, / GLENBROOK AT FOOTHILLS 0/3 PHASE I BY RIGHT ARE oPENAPACE.. o - _\ 0,27 ACRLS, r , LOT a3 �,� `LOT xo LOT , ,� •� cad �; 72 LOT %S LOT �� SFD _ � I ♦ . SS LO7 g4 I ^oe ESE - LOT` �4 _ LOT 74 LOT 66 t) > SFD LOT19 SFD LOT 72 :OPENS C .� `- I I � - � _ - LOT LOT 51 • , , SFD % �...- ...' ' ��✓� / ♦ /" •O-'0. _. g PH.. � u I I I OPEN SPACE �� I _ �' LOTg �/ \ /ZO b9 At; ES c I a.58 ACRES - ,�f _ E 3L\ \ E LOT a6 LOTsa - \ \ �•f. LOI 67 / .p 0 LOT49 /L L J \ LOTx7 •r LOT75 ,I LOT71 i \ D / �C �� C') Q o LO7 z6 SFD / ; , / 6 - - _ •\ � z �- . \' ` 7 \ \ _� -- SFD LOT 68� \ L� N 0 \ % 1 / LOT 70 ''! `.`` '-\l l r 43 1, `� '\ SFD • /"/ '\ LOFA61 �'�.i6�.\• ` / _ l 41 \ 'u•+ ! LOT26 - - B C'7 > / \ / \ \ \ l J LOT 76\_ • \ LSFA2 \ \� �j L1J o �: 1 `L__ /_ r \. SFD \ CV OPEN SPACE F �(` �/ - - LOT 6� • / \ \ �- - �' — :�.:, .<.�'' .'. 111 2.58ACRE5 _1 �,__ / / �� a\ ~ ,I Lor15 / �-\_\ SFQ / '\ LOT63 \ O Q a a / - • .. `, - — !�_ — %'` `-- - —� -\ \ / \SFA \••\ `` s. /� 0) N GREEf�W�Y \ - Lot:9-_ LOT>a ���• / \ Lorsa' a, PLATTED 011 WITH '----- \ - Lorn \_\ \ FA \ 1 z o ------ - - / / I PHASE II DEVELOPMENT ; i _ \- \ / SFD / �j' \ / L0T65 • \ w Q Q L0T3o �l. --�_ / LOT78 •J / \ SFA \ y / ` > J o 11 I \ as' `,`4 i�\� ��•• •I- ••F _ ./ i /`• / /LOT13 / SFD / LOT779 // �'\ \ \ / LOT �� - m a W <..1� %�� AA�\Avfv LOT80 v / /• z J LLI .�.. ��. �i ••V' •`•: •r J -� / : '� SFD 'LOT130 J .- +� i v v ,4' �. •, r -v l I _\ SFA \ o .. .. `�� �� • rr �.; L0T3a ! �' - - i\ 'LOT 129 c \•s�J i `r sY•�. �� LOT 10 / �•� QV / SFA \(� ` ♦A 1 A. ",LOT az . A o J ..\ O �`• `��•�. `� \ •'•�� r �� _ ,r , Q• \ 'LOT 128 o � �•`• r Y --_ LOT 81 try' \ / / Q .' 4 •�. .�. �• %., / - _ _ /;' - /- �• SFA .,. I ♦ •/ r �' ' -- - LOT _ '� SFD •\ F� 4 • AA, \ i i^� `•� I . 1. `� A Li ' _ - -_�_• - _ r --/ /L T 127 O q ♦ ` J' -�_ •1 .�. .�. •�r I - -���� "/�� I J OPEN SPACE A O c V •� - 4 '�'�. 34 _ '� O,/Q- ::E. SFA J H1 -_- V�a� `��♦J • �� '�- -)�'�. �� ��• / /LOTss-- ��-V ��O '� '1.1'ACRFS �\ Ly- z \r���� i ' 1 t .! •� r' /�-" LOT82 S� •)� �" Q I --I sFD � yGLENBROOK AT FOOTHILLS \9Lo I I Lu�i�/ Lora \ '� PHASE I: REZONED AREA \ Gel U Q� _. __ � , � - - �y,O\� ,p`u',E. 1--1 (f') o I I I I r__ �.•, � `I I _ _ -- LOT83P O W LL.I ' r %BARKLEYCOURT -� \ SFD .� �! �G / E GLENBROOK AT FOOTHILLS - ::.1`: 22� \� _ (n \ L0T35 �-------- — %1BiNROADW'RM'I -�-- -\ •,' . JV LOT97 PHASE V: BY -RIGHT AREA �' R I j' \ �- Q \ SFA Q r I( r . ` ` ...ILOT7 \ / ; �._ 1 I — _ ___ I \ / LOT 96 \ z ``` ` \,t.'\. 1 ` , _ - ' \ ,• \ \ LSFD4 ` — -\ FA { it I!' r l •\ `\ s I -- I ---,I _ - ;• // \, LOT95• \ % \ I J [,' Ifs - - ' �` �-�- 1 I L0T 36, 4 r1 1 W J Z I{, \ \ \ $Y`_..FA nn, LOT6 \ LOr94`' \ 1 r I Ir \ \ \ \ `�` r�< ,`% ' - \ SFA \ \. z LOT ' I /' i W r l I4� i '\ `\ \ `1 -s{•\.. `�------ --- I - _- .-�-- 1,`. LSFA5 \ / / I I \ \ LOT 98 j LOT 93 V A SFA o _ a! _ y .�' . �` I 1 •\ LOT 88 LOT 89 I I SFA LOT 99 \ I— o IIL? ) -- \ \ �- - .'\�.':'. 1 LOT37 i SFA L0T90 LOT92� SFA O m I, _ I ,�, , _�..1,: �Ia L073 / \ •\ i SFA L0T 91 \ 11lpi/I •� \ I ``< a" "� '\ LOT 86 SFA f SFA I SFA \ \ LOT 100\ \ LLl 0 SFA /' i \, / \ SFA LL o . / . OPEN SPACE G ` �. ` ___- -- - _ 1 \ n �% z z9ACRes \> r � m� I � _"- - --- _ I I I � \ LOT 101 \ S` GREENWAY A \ I \ _/ �, \ / T I \ SFA Q ��( v _ ` \ LOT 8I ` I ./\ < ` 3 1 , LOT 87 r Il III --j--- '� `� - ��. I �` Loi: /- ' SFA \ LOT 102\ v u �. ' -- ��'" 1 /11 / i I •\ SFA \ / C) v J a�• �y I _,_ ';/, LIMITS OF / I I I I JOPEN�,,SPACE /• O CD O - '--% OPEN SPACE LOT 112 ;LOT 111 I I I 0.09 C \• LOT 103 \ /' O v REZONING ARE I Lorno L073g', / .,0. SFA SFA SFA ;L0T1091 ,'LOT107 I'\ \ SFA \ /, LOT 1 LOT 108 I N \ 0.09 ACRES I SFA LOT 104 ' _ _�__—_I_-- .\. .�..1` \ `1 ; -/ I I I I SFA SFA I '\ SFA \ •�jQi/\ � aci DI °ROAD ,l �� �V I I A LOT 105 W o r )i. 0 rr nn `�� y \ -_� I / / `�. �, ` '\• . ` \. 1 \ ` // pV ATH �E it OS F1A06 -\ �ap� LOT 116 V = o 1 SFD 1 / /% DAD �NE \ / 0 \ o \ GR�IhPHICI'I \\ /% Asa �wj — --___ /, Q \ 112066 ° \ \ :\•` / r 6 ---0 30 Ro 1W I / / /i4o ,/ 1 _ �� � `\ \I \_ / LOT 115 \ SCALE /, `•���� \ - - / 1 1 \ C' 1 LOT41 / / / \ / SFD IN FI{I:'I'•) / ':'.fit �• `� ,' 1, I LOT 114 �j>>. SHEET NO. \) '�'.'.'.'�` ` /"/ / / / / / / \ SFD A. -c + \ � \ 3 46' l� g PORCH/DECK �- 2 ) ° � _- VDOTCG-6(TYPJ OPEN SPACE A PATIO (TYP. ,!( � 0 — — — — — — V.. 0.41 ACRES DOT CG-2 - -N V _ — _ 600'R ---_ PROPOSED ACTIVE ` (Typ,) _ - I - `` RECREATIONAL AREA REPR -p` AFL _, 1 �'�' LOT '✓/� I �3' 20' 20 2o' 20' z6' 2. �r tiSR,- --- RIVgTEA LLLL EfY=l, �(i 2p,` LOT 120 °� (/ --� ° w tioz' 26 'Zo - - y/25'fq M` nP. 1 l °N° ' 2o' REA ' ETBAC Q uQi - _ _ �OT LIN YP. ° SE'f1y77 \ O t G �\ vL8 119 C -- ----- ----- I ----- - }'� EDGAR E LOT S 1 , ) 20' \ ` x \� ss 20'x20' IN. 117 (P.) - - / r - L _ LOT LOT LOT LOT I -''� ' , 116 - LOT '� _ _- , I, y DRIVEWAY ASPHALT PAVEMENT 11 112 Q Q LOT 4 11 11 1 LOT SEE SHEET FOR PAVEMENT DETAIL 1 O1 �15 m rn 3 m m 1 °^I 1Q 110 1O9 LOT LOT 9 MIN. io' DRIVEWAY CONNECT ROA TO I a i i m°, 108 107 LOT E ISTING ST EET z5' FR T SETB K (MAX.) w w LOT /Q; , �'lp '-- IN PA KSIDE VIL AGE u I U I U i' F/CFF/C i I - ---- 00 106 1O5 ,�; ` \- r STOP SIGN'(TYP.) f STR IGN(fTYP_)r w LOT - - -- ------ ------tic�--- 20'LOTSTREET SIG�,20' 10 22 'Y ' r _ /- - - 103 LOT— ti5� - _ W \`*102 LOT ' �5'R-5'SIDENALK, ,? - ---_ " - / 101 LOT ' 4. FUTURE 100 LOT J \/ DEVELOPMENT ------- -----5oo'R '?�/i 99 PHASE IV _ ,f N ti VD T CG 22 ('f YP)\� o, , 98 - -\-p - - - - 5 P RKIQ7Q °' STOP SI N (TYP.) w W p r L�cR�FD RESIDUE AREA I- - T Oq0 IQ7V a0. ,r 1 I i --- --9 * o , � ��6='R F � v, �. ( o` RESERVED FOR I I I STREET SIGN (TYP.) I / \\ ?°' , r P)' ASSE-iV- - STOP SIGN TYP. S.D.=2�' ��r.' \�� ro'� \ t U - -- 1. 22 ACRES ----- ----- - - I (TYP.) ° _ y � DLVELOPMENT I_ I i PROPOSED CENTRAL MAIL K KIOSK 4\ \ Q ` ` I I PROPOSED ACTIVE - I I PROPOSED TOT LOT RECREATION AREA \ �/DD��G-s2 z5'Ri' * VDOT CG-6 (TYP.) J I I y,SooSF OPEN SPACE B _\570ESIGN( J 0.43ACRES\STREET SIGN (TYP.) -I - _ S' SIDEWALK (TYP.) \ / I I 20, _ O I a s 2 20 -r 20' - DRIVEWAY ASPHALT PAVEMENT I j F/C / _ - r jl 35' S) _HEET9FOR PAVEMENT DETAIL \ I I 9 - MIN 22 DRIVEWAY o STREET TREE (TYP.) _ NOTE: 1. ALL ALLEYS AND PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY THE HOA. 2. OPEN SPACE IS HEREBY DEDICATED TO THE HOA. ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE GLENBROOK AT FOOTHILLS HOA. 3. LOCATION OF STREET TREES ARE SHOWN ON THIS PLAN. 4. (6) AFFORDABLE DWELLING UNITS ARE INCLUDED IN THE (2) APARTMENT BUILDINGS AS SHOWN WITH A STRIPED HATCH PATTERN. THE AFFORDABLE UNIT WILL BE THE 1 BEDROOM UNITS ON THE LOWER LEVEL OF THE APARTMENT BUILDING. Lic. No. 035791,n 05/20/21 w�' <'57ONAL ENO`F m ra "' G � z z N ' A m V)i 0 Z 0 .. z f m 0°� N z rrAA VJ in m D a H z 0 N an N 3 a WILLJz N w z O .. w r-J r4 � Q f 1 I: 0 0 A_R_SETB_ CK 32 72 / - 2 i *------ _ r V-QQTCG-6(TYP.) I I LOT - a MIN. 1 � S I / I I I LOT LOT , Zo' ' �,. 7\ / I a 12 UNIT 97 0 96 ao 95 oLOT NLOT _LOT A ARTMENT BUILDIIco N INCLUDING (6) ' I I ------ -__- � 9z m _ i AFFORDABLE UNIT I II - -- J -__ J I L9 T vLOT , STREE' IGN LOT 121 as - Zy'-- TYP. I i go LOT ' \ I i i QI a I I 2p: ZpONTSETggI 89 LOT /\ LA / N CK 20 $$ o LOT / , ZT1CP.) / CD I i w ¢ 3oo'R Z8' / $7 LOT , ?g, N I p 20' �Q` �s• JIB VDOZ� z- �6, S'RRONT / / b 86 / S• \ / I N TYP. © w I - -uJ 'h (TYP.) o _ %0R zo. A(K , ^l ' J \// 30 Q m ----4 m - /y,4T a,- x 1p P v f o _ ,o N to fVg7EROAD RffT zp � / R� JEND OF PRIVATE ONT W N r , - �8' \ _ /' ROAD R/Wj z z(S�e \ \ J DISTANCE TO NEAREST i 0 I x r A I I 1 I 2 �1• � i L T _ 0 8 2 Lu MIN. m 5 ` � � LOT �---__ _ ,Y � \ / r �, I ur 2p, , LOT , \ � � l INTERSECTION (CLAIBOURNE ROAD W I I 5� 57 LOT LOT m° - iQ/ 2 , 20, 84 AND PARK RIDGE DRIVE) =705' ( m, LOT / I DOT CG,6 _ 58 59 LOT 'w, I FRoN , Ro yT / o I 1 / I (TYR'J I 60-T fTBgCK / BgCK 3 LOT - LOT ` _ 3 `� -- - 82 �� \ Q LOT ;o� `_ * ` � '� �g � �LOT�Q / ' � zo; 80 - \ ��— - 2 - - - --' 6 LOT �, m 81 v I - z= f z0 3 6 n ,y / ' `'/h LOT ' ,�°, - _ U I - J zp, 4 LOT / 4 \ / oc� w �� o _ 625'R 1 STOP SIGN (TYP.) -/ =B,-� - 65 y/ `� , 80 /LOTLu ZS: ` \ Y - — PROPOSED PASSIVE -�5'? i % V TG-2/ / qc 7 LOT / �82° s• I RECREATION AREA OP N S _ zo / P.) / 7$ OPEN // , VDOTCG-22 (TYP.) — 1 \ _ _ I E o / Sp _z A <: 9 o.z PACE C �,/ : . � �t / LOT LOT', , � ` _ 0.04 qC CFD / �` - � - Cn I y I I 2 AC/�ES jg 'q`C LOT LINTYP: _ L77 i ✓�RES 15 - Ct 1 i ?ul 76b STREET SIGN (TYP.) MLu z0'x20' 5SIDEWALK (T'�I- I 1 / STREET SIGN TYP. ] `r = J , - / �� i CART\ AL FgSf'y'fiy ?O k% / i fs ^ /' ' J� \ , l l W I 1 yb� ( - i - r / LOT �/' / 8'., _ l i/ 1 T // STOP SIGN (TYP.) 5 ( ) SIDEWALK TYP. OPEN SPACE E 66 LOT �a% \ / �o' ~ /cFic ; o M� �3, LOT 21 / �� 0.08 ACRES (n I i 6 Q � 7 LOT / VDOT-CG-2 2S' i ~ n �'�� i LOT LINE (TYP.) 68 LOT 8 (TYP O' ri a i I_ \ 15 / ' LOT 22 / Q ` Teq\ I W 69 c �3. ih 1 2 7l I `?o' 70I? LOT ao LOT Q 1 / T o00 ^h 0 �3. LOT z3 I "� ':i;p _ ti5 -.. r'' .,• _ / I, - `. .- ' '` l TBgC. , y?� � i n°O,ei 4' * Q 4 I ; LOT o° Z1 LOT i /y o / 0 208, 0 CD 55 "LOT �;� _ \ �� Mqk 7z LOT �w� r LOT z4 N _i ` 1 - - - - - r 54 c -- 2 a' ave FYFR , Z , FpONTS 73 LOT �~ 1 i ��` %c 3 l I+'/W ° a — i _ _ _ <Ic S 3 re <v , " m / Rily LOT 1 LOT 53 S F,p RpgO bV,y qC� N 24' 74 LOT / �/w I "LOT 52 / �' " 9 1z5' r I T S `TBgC/C 43 ��__ �Sy'� LOT 25 =� N / 1 , ° job. OPEN SPACE F - LOT51° - �6, \ \ o ; z 8 ACRES �' ao;. 1 •5 I `' 2p,RE ry v i h 2 `� VDOTCG-S(��PJ , i i 4� LOT 26 LOT 18 REAR BACK LOT5oM �m�/ ° 1 ' ' 37 _ `• ♦ ` N ��� ?°, • i i / ry i l'� f 'f/P i io II 'woo— M GRAPHIC SCALE - _ �30' „``` i / LOT " o/ / , ?o' l \` ; - > LOT27 8\ L 1 _ 1 30 0 15 30 60 •20 _ 30, I7 LOT O� , Z0, x ?8,� L •• _ _ _ / LOT 48 �, JNw /'o - LOT 17 ,5 �? 47 LOT �--y/ 46 /LOT q / MATCHLINE -SEE SHEET 5 i / Ln 15 L1J 0 ° LL z Y u w z J z J H n z J J O ° O v 0 n a x ll O y O v CL v E u uj w J t ° 9 � 1'� w v o a V N 308 NO. 112066 SCALE c ° SHEET NO. v 4 ♦ ` ��� t / 45 is8,_ _ 3/lG' STEEL PLATE WELDED LOT MATCHLIN / / E -SEE SHEET 61. / °' ; 4 �/ - TO POST & GROUND SMOOTH ao / „ , _ 44 LOT i PROPOSED i o �/ \ �� n, r ' ? 2-1/2" DIA. GALVANIZED LOT zo'xzo' MIN. , 43 / 42 a CAR GARAGE * / STEEL POST. PAINTED WITH W.r/ TYPICAL _ �R LOT 16 4\ ; STREET SIGN TYP.) h ' lo/' LOT 76 AND WSIGNIA YELLO 2 GOATS OF PRIMER o� 27' __ �� 2/, C �' i SFD 3/4' DIA. STEEL PIN W/ HEAD \ OPEN SPACE F - zo' / -- ' r -LOT LINE (TYP.) GN (�,�) W/ 3/8" DW. HOLE FOR 11 2.58 ACRES - z� 1_ zo' J / LOT 15 Q ' LOCK LOCK zp' W CN.I.G.� / r FINISH SURFACE 29's. , f Nr, SCOTT R. LINS7. Lic. No. 035791: p 05/20/21 '4�j 3' DIA. GALVANIZED \ / LOT 2g- I LOT 14 i / STEEL PIPE SLEEVE ; : o \ l CPAIN7 ABOVE GROUND i i r ! / " PORTION SAME AS POSTD N \ ++ + CONCRETE FOOTING :- ,9899k i 3/1G' STEEL PLATE WELDED EXISTING STORMWATER P j LOT 30 41 1 / TO SLEEVE 12' VAR. WIDTH GREENWAY ♦ \ \ MANAGEMENT FACILITY' � \ . •\' - + EASEMENT TO BE \\ ♦ \\j- \ r • + / / cy ° �°, 'LOT 13 1 NOTE; DRILL A 13/1G' DIA. HOLE THRU ; PLATTED WITH THE ♦ i\/\\\ \\\ +\ + • + + / ��4 r Nr ' % i % ( y BOTH THE POST AND SLEEVE FOR rA i \ ♦ / j \ + . + / ^ n r I/ LOT LINE TYP. �, PIN PLACEMENT. PHASE III DEVELOPMENT ♦ \ +\ + , . "� LOT 31 I l \ - ♦ \\ �\ \ \ �� + i / �� i NOTE: SEE S SHEET AND SHEET 5 FOR LZ OCATIONS OF Z O BOLLARDS ALONG THE EMERGENCY ACCESS ROAD V ♦ \ t ry U ♦ \ \ / LOT 3z i .I - 3� z �..� 1 \\ 0 LOT10 \ \ \ \ \ + : w/ . ` , + ; ; • " LOT 12 -- LOT 33 ' �m /P1F/P I ' , , 1 / • i ♦ ' / , / / 2 _ --- - LOT ♦ 20' EM�RGENCYACCESS\ \ •+ ? / /� ^� ryl / - 2i_�- _� / , ' ' ♦ ROAD EASEMENT \\ ♦` \\\ \ - ,I+ ; /LOT34 o f I / RE ♦♦ DB�5420 PG.586 \ �` �\\\\\ + +' / `° . hl/ D G. p(l1p) l Ir LOT 11 Ito K - i t ♦ \ � -� '_�,- -___ ; I .� r � •. 5'SIDEWALK(TYPJ , I • - ♦♦ --------_-� \ --�j a VDOT CG-12 (TYP.) LOT • \ .O ♦ j _ a N'. STOP SIGN (TYP.) ,$ O• or 92, .. ., w N N < N O Q N N M CDa _ I 10 too 0 LID ♦ \ M r N n N BARKLEY COURT, R� ---- _ ` LOT 1-- - -� - - - m - ; A PUBLIC ROAD (54' R/W) r,' _ - CA 35 STREET SIGN (TYP.) L RELOCATE 2o' EMERGENCY ♦ I I ACCESS AND BICYCLE/ ♦ im ( M \ PEDESTRIAN ACCESS I tih * 20' LOT] CA ___ --- �� \ cyi ROADWAY WITH PHASE III t _ loo' --- --- a i6' � ; \\ DEVELOPMENT. SEE ♦ _ - I 86' aa'-- -- -- _BACK_ji ' ` \ DETAIL, SHEET 8 - ti ----- --- - - --- i ti� FR LOT 8 \ \ ♦ \ . ♦ -------- I VDOT CG-6 (TYP.) ', { ' \` C4 i ti LOT PROPERTY LINES SFD M \ I I PqqT \ �� \\ ♦ I I� ---- '--------------- I ` y��0 &PHASEIIILOTS., LOTS ' BETWEEN \ EMERGENCY ACCESS ♦ IN ------------- - 1 I \ pQ` N \ . ♦ LOT 36 '� ;�`� N \ WEIGHT BEARING CAPACITY I h LOT 5 I LOT 6 \ CV \ \ \ DESIGN ♦ IQ LOT 4 ryo \ \ ♦ \� SHALL BE 85,000 LBS ♦ \ --- ♦ \ -too, --- ----_ o _ I \ \ ♦� \ REMOVABLE BOLLARDS ♦ •� � •' _--""" -' � _--- LOT 85 > ' SFA \ ` \ COMPATIBLE I♦ il------- , I L _ 3 -"' ,1 '� LIJ _-� __�" WITH KNOX BOX LOCKING EXISTING ZONING J LINE J ♦ "-- 6 _ - GRAF IC SC AL j ` \ SYSTEM FOR I ♦ i I - t 1 •\ o, • \ ` \ FIRE RESCUE TO BE ♦ t \ > 30 is 30 \ 60 120 �\ INSTALLEDTO o ♦ LOT woi j I m �� - 1 \ PREVENT VEHICULAR � I ce I LOT r DECK/PORCH/ Lu I ♦ w - REAR PATIO AREA • \ LU ` \ ACCESS BUT STILL ♦ 01 I - - TYP 1 ,•\ '/ • LOT PROPERTY LINES LOT 86 `` H �.. ( IN F'EF:'I i \\. ALLOW ACCESS FOR i ♦ _ -- _ __, "-'" / ( ) � � r BETWEEN PHASE I LOTS O 0 EMERGENCY VEHICLES. _ _ & PHASE III LOTS. J ;ri a `� \\ SEE DETAIL, THIS SHEET I-----soo'�- Wlp umii I ,- /''- SFA ♦ OPEN SPACE G ♦ ---- I------ °C ,- i -_� _-----"- O u I 1 PROPOSED % LOT LOT LOT LOT LOT LOT LOT LOT 2.29 ACRES \\ it OmG �i I ,,- _ /-' zOkzo' MIN. ,1 o Q NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf ♦ GREENWAY \ %' Qc 0 Z _ �,= aCAR GARAGE 1 6,618 35 5,444 69 1,554 103 1,837 ♦ t TYPICAL U ♦ \\ LOT LINE TYP.)-- v, �f , ; 2 6,160 36 s,571 70 2,114 104 2s92 ♦ .\ \ ( LOT38, ` t �I , � � , LOT 87 � Y 3 5,944 37 5,459 71 2,086 105 2,868 ♦ \ o ` nl it LOT 2 �' �. 4 6,482 38 5,516 72 1,505 106 1,835 ♦ \� ID ; 7GI j-' •`, 1 1 SFA /' w 5 9,074 39 5,362 73 1,542 107 1,832 ♦ \ P ~ 6 8,282 40 5,458 74 1,599 108 1, ♦ \. � � 1 -__- 830 \ oo ' 7 6,572 41 6,OW 75 2,339 109 1,831 \ I 1 --" ," 1 \ • • • n�T�ILIISEE \ \ �� �� �� -NTHIS S�EET (n 8 10,303 42 3,257 76 1955 110 2,559 ♦ W 9 7,873 43 1,865 77 1,453 111 3,030 � .\ �-�' „' � ` ,.�' ' �� -"` \ \ 1 10 6,148 44 1,953 78 1,452 112 1,830 ♦♦. \ \ ` A ` LOT 39 \ 1. . . \ \� 11 6,904 45 1,626 79 1,461 113 1,830 \ " \ ' \ y, LOT 1 \ 1 {.� \ \ A 1 PROPOSED \ \ 12 5,609 46 2,112 80 1,956 114 1,830 U)\ �.� . \ . m \ \ CG-6 CU 13 5,101 47 2,887 81 1,984 115 3,256 �'� IV \ 14 4,030 48 4,417 82 1,518 116 2,861 . . . I I�.� . \. \ - \. \ 1 15 3,175 49 3,438 83 1,539 117 2,001 w /� ��. _ \ . \ � 1•/'"yoo / ` ,,o'• I \ �\ \ . i 16 3,987 50 3,448 84 1,567 118 2,040 17 3,996 51 4,700 85 2,144 119 1,636 % \ \' \ \\ ✓'' ♦1 y, _ \\ Q 18 3,240 52 4,513 86 2,049 120 2,045 LOT 40 \ I \ \.� 19 3,240 53 3,378 87 1,503 121 40,653 \ \ \ \ C:) 20 3,996 54 3,370 88 1,500 / \ \. \. \ 1 PROPOSED R(W -"'' \ 1 GLENBROOK AT \ \ 0 O 21 1,911 55 4,130 89 1,501 / \\ 1. ' \\ \\ \nn 1 FOOTHILLSPHASEIIB 11 \.\ \� \ � N 22 1,470 56 2,625 90 1 1,504 (� ' 23 1,470 1 57 1,537 91 2,379 / �\ \ 1 ,,- 1oQ BP' ` \ \ \\. . . . . 24 1,470 58 1 549 92 2 303 IV 25 1,470 59 1,550 93 1,504 26 1,470 60 2,191 94 1,503 27 1,474 61 2,354 95 1,501 \\ , \ 1 LOT41 28 1,925 62 1,567 96 1,500 29 4,757 63 1,554 97 2,066 1 \ \ \ \ \ 1 l\ \ \ 30 3,416 1 64 1,532 98 4,443 31 3,394 65 2,250 99 1,997 1 \ \ 1 \ 1 \ \ 32 3,360 66 1 2,351 100 1,906 \ 1 1 V \ 1 ,..�.�. 33 3,325 67 1,643 101 1,858 1 1 \ ATCHLINE-SEE THIS SAEET 34 5,208 68 1,595 102 1843 \ \ \ `3 Q H Lu 016 a Lu H J a I-1-4 P- a h-I J z � 1 LI..I r-I U-) Lu U) U) O ILL F- O m z J w u JOB NO. 112066 SCALE 1" _ 301 SHEET NO. 5 say - - " ------ ---- ssA- ---------- ---------------- — — — — / -- -- — — — — — - - 680 - _________________________ __-___ ___ _______- ------ 8 4 8(� LOT 120 11 v 108 119 - ' -- _ / I I r i �' I I --__` \\\\ \`` `\ � J , _ •' I � --- - _ LOT , i --- (� LOT 117 \ 11r �---r--- �--- —' q LOT LOT LOT LOT 1 ' � I' 1 � ' f \ \ LOT I 116 -- ------ - — - 11.4 113 112 111 i / l i I LOT LOT "r- / 115 1 '�, 1 � 110 1O9 LOT LOT 108 107 LOT �\ � I� LOT - � 106 F I 10 , 1 I — I / %LOT i _>\�� \ ___ I r _ -- --- - - q -� 4 LOT , �� — � ------ ----- I ' � 1� � s - -. y---------�- — — =r - - '-- - 103 LOT 102 LOT �/ •'_ oer 1 99 LOT �` I I _ I i _ �`- f � I I � ' I I � •I sus ___\' \\ � II I "\ I \ .. .... .. I I r — I I I ��I ;COTT R. LLIN3�Z Lic. No. 035791 a 05/20/21 mow" �SIONAL a z z N co V) 0 Z Z o . ., co u N z o m V) a IN z z > 3 W w a �z rn W Z� 674 \ . 4 \ \ f \ 69 w C C I I _ I I I LOTI I _ 8u �♦ \\ \_ // 1 r > _— f , _ I I LOT I � / I ' �� I I• 97 LOT LOT �. v� - - - v / Q I I II 96 95 LOT �.. , j`'> ` ' \ / �. / M sz� cri Z 3 I, 92 LOT \� , \ \` \ \� / / / N o LOT \\ \ \ I� I f I 91 \\ ' M J 9° W o LOT �• \ / 1 89 \. \ \ \ / OC o e N p - - - I - - 88 - �., T p a. 87 LOT LOT , .. \ \' `� / • \ � N o?s 04 — ^. . \ a LOT - ICI t - I , i (n I I c LOT LOT `` ` \ 85 LOT / �. \ �\ \ \ W I I 56 57 LOT LOT / ' 84 \' \ \ \ \ _ F- •--1 � 58 I / \ . `\ LOT % \ \ - F_ Q • N, 59 LOT , r /,\� ' / \ \ _ r--r 3 LOT 3 LOT ' ' \\ \\ o `` - - J I ' 161 LOT _ s\ \ ' 82 w I 6 I r I I 2 —2 I 63 LOT _ y i . \ \ ' $1 r r /\ \ \ \ ` '�•U I D I I - I I ` _ -� _ `a __ 64 LOT , . ,, / � LOT \ \ � - -1•'_'-- — o._ W I � Z a I N -- 8o Y I —I 65 % / 0 �s \�`\>� \ ; LOT � /' •• \ \ - � � Q 79 LOT ` \``7�-__ --- W W Q > a 78 LOT I I - / LOT ; - _ �. o_ — (n 2 CD 1 N '. •.. •� / 77 dry- _ -- _ 76 / r� : , rr l --z /' / \� / -- -------------------z I 4 _ _ i s ' ✓ - - Z J w ```` ,; � `\ LOT '�_ , �\ / �' ! LOT 21 1 _ _ 67 LOT � ; I \ LOT � 9 LOT LL o 1 I f `l - _ / ' i LOT 23 / , i LOT 20 i i Q 6 o A LOT , (� ' ` F 61 _ \ 1 I 1 i I I 1 I __ � , ,/_ . _ ``� • _ / 7 r------------- ---r-- , ' 1 I I LOT 55 LOT 0 \ \ 6�� 72 LOT °��� ' ! _ LOT 24 ' , ; `��% NO O L _ A 73 LOT s / ' I 1--�------ },-- LOT53 '� \, 74 m 1-----------------+-- ---- LOT 52 - LOT %, LOT z / . A 75 5 / r Z E 0 W o , , r LOT 1 LOT o LOT 26 / / ' / LOT 18 / a �,. 5 / \ ' _ `—_—~ems JOB NO. 0 II ��GRAPHIC SCALE �_- --♦♦ s `a` LOT49 —670 / \, 6tZ ; , / ; 112066 1 30� �' 0 15 30 60 120 ` — _ ♦ S `.` f ��' LOT ` �J ; LOT 27 // : • /,' ; , / ; % L SCALE o I 20' SAN, _ � \ ��� LOT 48 \ / ' L T 17 ,? — ' SEWER EA_LVi N l - - - _ — D.B. 1997 p. 2?5 '! ��� • - 47 LOT _ �\ i / i i 3 0 ♦' 4 LOT _ >' \ / 1 LOT 28 MATCHLINE - SEE SHEET \ SHEET No. In III:r 1 ♦ ss 6 7� _ I inch = '3r1 rf. `^` ♦ _ _ O r \ 45 ' _� ��-!� �' �\ ' d \ 6 0 45 - — —--—-1\———— \``�♦ LOT \ _ ATCHLIN E SH 6 q LOT 1. " �� _ - o _ - l �f \ 3 �. cb CLI LOT 76 � _ _ C) Lic. No. 035791 2 / ,LOT 16 \L a 05/20/21 LOT 15 cM �. t ' 6/ / \ LOT2�_ l', LOT14 ti/ ^/ / \� . t l" , - - - - _ _ -; - j 1 ; ; ; �D LOT 77 / SFD / _ i LOT 30 LOT 78 ~'r\�. ♦♦ \ j \ \\ l( I r ; % c�` I l ' ' 'LOTi `!'„� SFD ♦•V LOT 31I \cu LOT 32 LOT io ' \ •/ ., / -v it I It - - / I+ r / � � -ice ••/ ( / I I __ � �_ I / l l , � , r ♦♦ \ - •\N LOT 33 �� w ,,, t / �/ , I / / 1 i _- `'` - / , LOT %_ 66,� ♦ ` ♦♦♦ - \. ` ,~ \\ \` \\ �''. \\\\\\ -\\ i` /' // �/ ' LOT 34 , �_/ I� ' / i ' _ ,' _` _ •' •. \ `. '' i • LOT ♦ i I f --I cli 41 E/itlS /* L9 I ♦ K t I , • I-- - - - - - -, ♦yam - \ \ t I LOT 35 f - —f -- _ • \ oC LOT Q LOT 8 G ♦ \ . ♦ I \\ \ • c� J \ , ---------------- SFD ---- --T— 1 \ LLB O I f l . • CL LOT 36 I j N II i LOT 4LOT 5 LOT 6 ~ , \ N O� sCs ' ♦ N � ♦ � � N I � - --- - -- - --- -� . � - I I I I - - -__ - � I � LOT 85 - - > Q ♦ \ i ♦ ---- - - ---- ,^ �d \, o tt \ �+ • -- ---- - -- I L__- -:� -'- 1 I I SFA _ �t A_ N , i ♦ _ +1 W LLJ � y Z - - A i 1 ♦ ro �, 1, • \ F \ I II I I I 1 r 1 ,. �1 t ♦ • J t \ /' ,� ♦ I , I LOT 37 LOT 3 � 1' 1 1 `1 ., \ � W J \ ♦ 1 ,- ;' L LOT 86 Q w t �\ � , ' ♦ 'I _ _ _ �; I 1 . , , - � .' � � SFA [6 TZ I `� ♦ j t LOT38', 11" 1 (I ,/,1 ,1 i LOT 87 Y — ♦♦ t 1 1 LOT 2 -- , 0 SFA /' ° W Lu Q ♦ =� � T y . f. \\ • ', l ' I t 1,� 1 11 1 I \I1 - / .11 ,' I � � V / - I - ♦ � \ �N ``. j/ 1 1" ' - - _ -_'- 1.. � 11 11 `` � i//�V \ - 1 VJ T i / O L---- _-�CD c �Ul t 1 H ♦.\ . ././�� � t '1 �11 %,.- '1 ,� ,OPEN SF z W cn ♦ \ / �\ . t LOT 39 1 \ 1 \ J LOT1 0.09 AC _ � W%60' 664 LL O Q ' \ 1 LOT 40 o e 1 / O 1 \ � N m Lu I F \ \ w N / I N / LOT 41JOB NO. i GRAPHIC SCALD s .''/ 112066 1 \ 30 0 I 15 30 61 6/ 0120 , 1 \ - \ \ \1 ` , - - _ -- - 6 1 \ -\ . - \ / SCALE 30 L'I;Fff I 1 \\ \\ \ 1\`\ ` xQO e •. \ - SHEET NO. 30 1 \ 1 _ Ffi GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED 1• SM- OVERLAY 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE GENERAL CONSTI�TCTION NOTES PAVEMENT DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY CONSTRUCTION WTHIN ANY EXISTING PUBLIC RGHT 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 CONNECTION >n EXISTING ROAD PER T SH B 091A/NED FROM 7H W I 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 ANY A MI ALL E E RI DEPARTMENT OF 7RANSPORTA77ON (MOT). THIS PLAN AS OTAN I 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 IHE REQUIREMENTS OF THE PERMIT.. WHERE ANY DISCREPAINIDES OCCUR THE APPROVAL. REQUIREMENTS OF THE PERMIT SHALL GOWRIV. 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 CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SEGFICA77ONS THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF VDOT UNLESS 01HERNISE NOTED 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF ,T EROSION AND S1.TA17CN CONTROL MEASURES SHALL BE PROWDED IN ACCORDANCE NTH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, N THE OPINION OF THE COUNTY ENGINEER, OR APPROVED ER09OV CONTROL PLAN AND SHALL BF INSTALLED PRO? 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 OTHER CONSTRUCTION. TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS AR£ TO BE FERDUZED, SEELED, AND MULCHED 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR Q. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.-1 (HORIZONTAL: VERTICAL). N?IERE REASONABLY 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. OBTAINABLE, LESSER 3L0DES OF .1-1 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 UNED DITCH MAY BE REQUIRED W#N IN THE OPINION SHALL BE STRICTLY ADHERED TO. OF THE COUNTY ENGINEER, OR DESCAEE, IT IS DEEMED ACCESSARY 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. Z. ALL TRAFTTC CONTROL SIGNS STALL CONFORM MITI THE O GIIN/A MANUAL FOR UNIFORM 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE TRAFFIC CONTROL DEVICES & LNVLESS 07HERWSE NOTED, ALL CONCRETE PIPE SFIALL BE REINFORCED CONCRETE PIPE -CLASS ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. N. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, N THE OPINION OF THE COUNTY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY KITH OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE C0NS7RVCTI0N NDUS7RY (29 CER 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 VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT 5 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 do BRIDGE SPECIFICATIONS, THE ROAD N 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 OFTHE 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: VL 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-4S) 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 OF THE 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. EXISK ENST. GRC 4' CONCRETE SIDEWALK 41 EXT"GRCVAU 11 4' WOT 21A STONE BASE EXIST. GROUND Trl-JICW1L N_AYUHH0XH0VV A5777it!6:87' AKAr7YUN (54- TYPICAL )TZALIC STREET SALTION (4RWLBD.1 DRIVE; "ZEE ROAD, Jfd•YBRS )FAY, d BARAZA7 CW") CS-SSAR A4ALSlL16A7IIL d YJ160 T73'` .57/RWY/3/DA' 577my Aff4VV SP6AEll• l5 ITP9 P/RA7AC OAT' S/L1B am AW TT% Jr" NOTES: 1 SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2. STREETWDTHS SWILL BE N ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIREAND RESCUE STANDARDS TO ALLOW ADEQUATE W13TH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS SEE SHEET 3 FOR NO PARKING SE44AGE ON ONE -SIDE OF RDADWAY. ta As NOTE: PROPOSED LWO5CAPfIG TD _.. UTILIZE WIER S OF RANTING STRIP - PER 3' CLEAR ZONEREQUIREMENT CG-6 CG-6 POINT OF AI 3. CURB h GUTTER FINISHED GRADE CURB h CUTIEI DEAR vi7z STA9fACE E.PUNnrc STRIP4• UO-4 UAN DRAIN-- RMAW 6 i--,- H tr ANh (TRAVEL LANE) kAANXXL LAFE) FINE I -Am 01 V�, 3' aFAR zONE� 18: F/C-F/IC L __--__-_- 61' R/w TYPICAL AFFICfIBORI OOT STREET SUCTION (61 ' R/)YJ yPARTY RIWr DRIVE' (PUBLIC ROAD) O?S'--SSAR RE'SIDBNTIAL NZ hr[XEYZ USE' SUBDIVISION STRE'E7 DETSICN SPEED- 90 NrFH [NOIRE UD-4 UNDERDRANS ARE REQUIRED WHEN Tlf PROJECffO VOLUMES ff-BAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 WD CG-6 POINT OF CG-6 S' E CONCRETE CURB R IX/lTFR ENNSHEU GRADE CVRU R GUTILR ME SURFACE all zs 6' PLANTNG - 1 4' LOOT 21A sTpVE eASE 4' eADNEGY P TO, W (TMLET. LAW) (IMWL LAVE) 6 PLANING STW •' RANTING STRIP 6 N' F w� TYPICAL ff fGHBORHOOI0 STREET SE 10ff (,f9 ' Rl'#r,) fSAM 4hr STREYET d AIC'XAY DRIVE PUBLIC ROM! CPS-SSAR RBSIDE'NTIAL IfAflXZ0 USE SUBDIVISION TRETE7' DEWS N SPEXU- 25 YPX 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 TIE PLANS. 1' CONCRETE I I }1 _ SIDEWALK EXIST. I� 4' TOOT ?fA SRIYNE BASE EXIST, G ROIJM -S 1 OUST /iPO(AYO EXIST.. 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ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED f NNE[ STANDARD 6" CURB ec • MtaM EI'MrIENI OF iAN6POYl AIFJX A ICY®I ]AR 1 901d RYNRNRYGEI DATE EOL01 OOA, N SCOTTIR, COLLINSZ Lic. No. 0357911 a. 03 22 21 / / Vl In N Z z .+ o [ Or, Z O ce to u L N ^� LIU 0 ca m I� z :3I`1 O En / z w a W ce LU Q E z w a 0 W N N WN zLLI J J rrrrrrrrrr� rr>^ VJ in U) I- miW Q AN 16 E U C C O C O z 3 C 0 G 0 1� J n W a DC ` w EST C6 ■ C z O 0 L 9 W 0 L �N 0 n c J 1eQ� o Q 1 L I --- 4 W It I- C �N Q z Co I 1� 0 I ^ U I I ~ LU a ►--N F 1--1 O 0 11 C W V C 2 0 E9 I L LF r ^ W v / z J W IJ-N V) Z 2 O U O O -' U E O n J Y x x E O t O 0 f\� co E C E z E E IJ w 0 •� W V Ln 0 ft U JOB NO. 112066 v c S CAL-E 0 AS SHOWN o n SHEET NO. y 8 - f „c ;;� Lm LOT u10 Lo1'I ; i i ♦ U Llc. No. 035791,'n 03/22/21w4 LOT � '� \ OT \SIGNAL F' • 1 - inch 80 ft. L r l - LOT,Le* Ci LOT Eo l l a5 LDi • \ ___ ' I s6 n/ LOT LOTa4r LB LOT T -- - ♦I I ILOT OT F/ F" Or - as --- ------ - \ I _ LOTa3a* _ - 11 ss i ■ �11 1111 T OPLN SVAGL 11 m - LOTa33* ` \_.. �OT T WT / \_ - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o I 1 .. ■... 3.68 ACPF.S \ \\ s LOT � � LOT T1�-- v�� �/�1. I LDT r LOT I�- /� 127 ACRE5'M I I '., .�q ♦��■�■■■n�* re / l LD T LOTa9 - T 149 ' _. OT7 1 I PEN SP�!� E FA V �� \ z DTs3 ILms, / OT OT Lory : sari LOT APPROVED SLu; OTT o C \� $/ / �\ O / LOT / / �- I F � .'.. � �� , FINAL BUILDOUT DA #1A srD G �ob9gckEs' - L sFn a - 1 / \'• I T LOT 132 I - - J _ / /_ol ` �.` _ / LOT.6 Lmw ' 1 21.64,ac. V-DT I / P .-". / 1 - LOT 147 •\ \ j \ O Ln - i CN=80 & TG=0.23 h\ SEA 1 y / \ - I • , r LOi zz _ LOT 75 / \ \Ln LOT 71 SFD SFD `•` \\ yg LOi' _:Dza LOT 70 / �' ruc/ 'p SFA / LOT 146 I SFD ^ LOT 66I / \ ZtD \ / p SFA _ 1 _ \ \ O SEA , SF - LOT 61 LOT 145 I LOT 130 s�_ _ \ \ ♦/ // /• 43 LO \ \ �. 1 LOT z6 / . 1I/ \ AGE / I s .OPEN / Uj LOT 62 / 'VA-ER CE \ w J _ 1. LOT . L0T,35 Q SFD / -: - ^ LSFB I aatl \ SFA\\ \ SFA/ G,p 007ACR ----I - tY l L fi y �� 5 I ■■■.■.�■■��. ■■■■■+ 1._.,�� - ll \ . LOTSS • . .. :..e \^� J ' \\ LOT SFA\\ \\ j \ ■ -- �/ LOT x9 ;,+ LOi>< 1 �' LOT64 1 I I \ f ... -, .. �. l � i'•-t.p / LOT 77 SEA I _�. - 1 \ \ // SFD / / \ /'o \\ I Outflow Summary: LOT65 _� .,:..' LOT13T ' a.: I I 1 / I .,(2-Year Storm Event) APPROVED , I _ - - - ....•' . ,. /�> `sFoe LOT79 1' SEA �.'. sFA r //I / Pre -Development Post -Development -Fs�4 �1��111 s. I � v � \ \ . � •'. i I 1 Il0T z3 �- - \ ...a � / SFD "!?" \ \ ;.': _••. L. •.'.L_ / LOT 3z / 1 _ 1 ` r .. •'. A _ ✓a.� / / - � LOT 60 alz 1� I ���� � �. SEA v •,] '. i 1 SFD \ LOT 139 � I � 11 �� � \ :;. ur /, r` 0' OF O F w/ ELEV.-1' & / ♦ 1 ♦ `. L0T129 b� \ \ / -I - \' ♦ \. .` F •t•( i - i DA TA' 8,49 CIS DA TA' 0.98 CIS DA'28' 1.89 cfs DA'2B' 6.97 cfs DA'3C' 1.81 cfs DA'4D' 2.25 cfs 90 F F w/ 5 ALE .-I ♦ 11 LOT81 �Tze Total= 15.46 cfs 6.93 CIS 7 \ \ \ \ \ \.♦ \ h' l T,- `_'/ ♦ LOTS SFD/O \ SFA ' LOT� / . _ � /„ .�I " � j :.� .,' Outflow Summary: (10•Year Storm Event) APPROVED LOT 82 4 \ sFA \ \ \ / LOT 14z 4 k. - �. .. Pre -Development Post -Development __ \ \ _ l T \ /. l - • ■ / •� ¢% 9G SFA \ \ \ FA I SEA / . .�.. y _ �.• SFD J M OF OLF w/ 3 LEV.=3' & ' \ S ) /T 128� �` SEA LOT 144 2 Y Lore � / ' 165' OF CF w/ ELEV.=S' .✓ Ld�� /LOT 1zs \ f 7� ,.,, I-3ia:�■■■■� r � _ -_z _ �r _. : / ♦ I / i _ -1��� �� SFA �". ♦ �. [�� SFD SFA I L SWPLAN J �♦ FUTUREBUILDOUT ■■■■■■■■■■■■■■■■■■ 1: SCALE 1 -200 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ QLPI _ I I // �■■■■■■■ ��♦ . l ' ��� / IF A LDT -- 0'LOT n6* LOT L L LOT LOT \ 93 LDT 1 LDT �1 GRAPHIC SCALE -oF DT - r .♦ ' w o 4D eo 160 1=-671-. \ 1.10 \ ♦ I IN FEET ) > LOT OGI .as LOT LOT COL LOT "3 '-i F- N 1- \ � M \m APPROVE FINAL I nr3s - �hN ��r ♦ - o \ \ j J0� LOT9T Total= 53.23 ds 32.63 cfs BUILDOUT A#3 oT2 / ♦♦\ - OT 1 , o y / 1.22 ac. _ - -_ ' �. ♦ LOT e4 s A\ A / I \ \ CN=76 & Tc=0.�3 Mrs - ♦ sFo n - F \ ` \ I �r - r .. ,. \ \ \ LOT \ L9 PROPOSED FIN L 1 DT -_-_ _ .. '" \ \ - ♦♦ _LOTL 1 LOT, I ' v - __ L07122 UILDOUTDA# Ii 1`� ■�•� ` \ LOT 94\ \ sFA ♦♦ \ //,- (A i-- \ LL�� sFA A,. J J \ 1.34 at. I - `_ ores / I 1 � v . LOT 9e ` : -- - I I. -. - �♦ LSFA I 1 1 A �FA21 PJ ♦ r rN= 5 & Tc=0.30 hrs.1 - ' / LOT 93 ax vt \ ti 1 SF �p. Y\ LOTeB _ ° ♦ Lor\ '!J. ♦ / \ \\ I LOi9i 1 1 SFA i0T 89 LDi190 LOT 92 SFA \ SEA / /TSy �♦ M �`L lr I LOT3 ♦ 1 / - --_ SFA --SFA-LOT91_- SFA\ \ \ ` , SF ' �. ♦ i/ , I iA _ 1 ��A . LOTH ♦♦ \\ SFA \ , LOT119 "o.- m j i M - - _ _ I \ \' / / t� • - ` i \ : 0 1 / - 1 I II l \ \ LOT SFA 1 \ _ , SFA / 't'x 1 / �� N \\ PP OVED IN L \ wr3a ` LOTABT ■ \ \` / \\ � k--1 -B L T A# OT, ♦ N Lo71o2 \ /. /♦♦ / aye SEA ♦ `' / 1 ac. P SPACELU �- & /D.19h�1 1 1 I OPEN ACE LOT 118� �j l : 1 OPEN SPACE LOT 112 I \ LOT 103 ayp SFD ♦ / _ A V - I �� LOT 111 LOT 110 O.OB AC SEA _ �V A / (\I FINALA , LOT 39'. 1 , * 0.09 ORES sFA SFA SFA iL SFA OT LOT SFA 8�L SFA T ` L 9 lv _ v v - / CCL I I LOT \ \ I LOT 1\A 5/ ` L S� 7 / / N Q I / ca - - \- ?/ LOT 116CL 1(54 c,vo ­vve Q o` sFD f / \ •� " / Q 168 w 4 ELEV.=14j� ` - i / / LOT 115 //' ��� \ 4 \ / CL Z SFD / / /�P' ♦• - W \, / ♦ 1♦ / J I 1 0 S V�AV�ILIJ ♦ ' -� LOT. ,-/ - /y(i� �- ' ��� ��� '� // L N' • SFD ♦ \ R. i > HI a,a LOT 1■ \ �i i ♦� ♦A\ GLENB ROOK ' \ ♦\ / PHASE z `�- L S SPAG��� 0 Q -' J S ♦14W \` i J \ ` .. / " Watershed Summary for DA 3A: = t 1-yr, ds 2- r, ds 10- r, ds U LU Approved Pre -Development 6.86 8.49 25.44 / 1� � \ \' � � L�, • � \ r Approved Post -Development Routings 1.48 1.61 2.39 ROVED FOOTHILL PHA S€ IV Full Buildout Proposed Post-Dev. Routings 0.94 0.98 7.58 w APPROVED W LZ Tc A♦♦ Note: Per the approved 9VAC25-870-66 calculations, this development meets channel UQ 0 / Ul U) protection compliance b having a post -development 1-year peak SCS design storm outflow P P Y 8 PD P Y P g less than or equal to 1.48 cfs. APPROVED FINAL BUILD OUT NOTES' O 9 DA #1A Final Buildout lm ervlous AreaSumma j ` ' s \ \ _ 1 t / ■ 'Roadways 188,477 sf 1. THE LAYOUT SHOWN INCLUDES THE w PPROVEDFINALBUILDOUTDA#26 \ \M GLENBROOKATFOOTHILLSSUBDIVISION U) (n - - s a Sidewalks & 1D0 Driveways 102,924 sf CURRENTLY UNDER REVIEW. A FINAL J \ \ ■ _ !II ■ ! I 13.415 aC. 5Attached Lots where Half is Captured 4,600 sf SUBDIVISION PLAN 15 REQUIRED FOR THE J \ FF� gp;,l o \ '�>; 6 Detached Lots where Half is Captured 6,000 sf DEVELOPMENT OF THESE LOTS. R f✓ \ \ \ \ I- _ 1 - - - POND) WAS FOR MINIM DESIGN ♦ I 76 & Tc 0 24 hrs P H � `. � CN " 61A Attached h M All Captured 12240 f 2 AMENDED SWIM FACILITY #lA (LEVEL II WET - - - ♦ � � W � � J f f PROPOSED FINAL BUILDOUT DA #28/ ♦ \ Now UM D _ / / tta a is where Most Or is pture 1 s 3 / 22 Detached lets where Most or All is Captured 44,000 sf TREATMENT VOLUME OF 68,039 cf. THIS • / \ \ \ i ♦ • I I _ _ I- - ♦ 'Approved Foothill IV Im rviousArea 16,085 sf VOLUME WAS CALCULATED USING THE GR �' \ ,� \ - \ \ \\\+ - I' 11 : li CN=76 &0.24 his. I�r.. 474,326 sf VRRM AND ASSUMES THE FULL BUILD OUT O ,, \ \ \ ♦♦���•. �♦ /J I Road Park Ridge Or, Glenbrook $ubdWsion, Eastern Connector SUBAREA CONSISTING OF 10.89 K. O / , \ �� ■ ■.♦ \ // // ■ I I 111 s / \'may♦ // Road Ext.) IMPERVIOMANAGED TURF. UR .THECAPACITY A ACITYOF LL W \!, / ` \ \ + /- ■ I I / \ 1 / MANAGED TACILTY E EXCEEDS THE \ ^ 1 DAM MATED Quantity QualitcaluFIml Bull hnprvlaaNwSunmary APPROVED FACILITY E%CEEDS THIS DESIGN ,(For Water quanntyB Oualiry Ulculatlonsl REQUIREMENT. LL 3. THE PROPOSED GLENBROOK PHASE II 1 - Water Quality and Quantity Calculations Q Roadways 97,477 sf I ■ \ � I � I 11\ I ; 1 / Sidewal15 Driveways 27 948 sf BUILDOUT WILL UTILIZE SWIM FACILITY #2B, _ . ♦ I \ \ \/ ks & WITHIN THE FOOTHILL PHASE IV/V PROJECT. \ 1 t,J / t \ s \ , - ♦i \ ♦ \ / \ ./ 36 Detached Lots where Most or All iz Captured 11767 sf 63,612 sf THE EXISTING DETENTION BASIN WILL BE UPGRADED TO A LEVEL I WET POND. C ) / ' / \ \\ - �': i---J ■ s I `\ %/ Approved Foothill IV Impervious Area 49,658 sf 4. THE OVERALL PROJECT SITE WATER QUALITY : � ♦ r 1 \\ / `�(/\ \�\ / Proposed DA#2B Total Impervious Area 238,695 sf M7E1 LB/YR PHIOSPHOROUS REMOVAL OBEAL O O Approved DA #20 Total Impervious Area 245,179 sf MET PER THE VRRM. THIS LOAD WILL BE �/ \ \\\\ \�� DAMCUFDATED FdIGlEN8R001(=rinal SWldwrt Fnpervlww Nea Summary TREATED BY PAYMENT INTO THE ,alls 0111111 /(For Wate,Q..ntlty& Quail ry ralcu lotions) 1 UCKINGHOLE PRO RATASHAREWHICH WILL For Glenbrookat Foothills Water Qualit&Quanti[ Calculations REMOVE 30% OF THE 7.89 LB/YR REMAINING co ` \ . \ _ ■ '� a Bunion Ddve (portion) & Road A 10,449 sf LOAD FROM SWM FACILITY 112B 12.37 LB/YR), \ . - EXCEEDING WATER QUALITY IDetached Lots Driveways 1,000 sf REQUIREMENTS. I-j W 1 Detached Lots where Half is Captured 1,000 sf \ / f p S. DRAINAGE AREA #3C AND #4D SHALL w J ' 1 / 3 Detached Lots where Most or All is Cap 6000 sf RELEASE STORMWATER DISCHARGE TO THE 0 Proposed DA#3C Total Impervious Area to O , n w P red 22,696 sf CREEK. THE OVERALL CONTRIBUTING IY v = \ / DRAINAGE AREA TO THE CREEK AT THIS SITE a � /// `C\ Approved DA #3C Total Impervious Area 21,696 sf \ 11 ��, .. N` \ DAM MAMFMGIFNDR 2FFalWid"lm AREA15 134 93CAACRESD#4DATHE E1.22POSED DRAINAGE )OB NO. ' \ \ \ \/ �"'iO1 aei w"'nO1 y AREAS #3C AND #4D ARE 1.22 ACRES AND - (For Water Quantity& Ouallry Cal<u latlonq 112066 \ / ` \ \ t \ THAACRES, RESPECTIVELY, WHICH ARE LESS ``•` / I (For Glenbrook at Foothills Water Quality&Quantity Calculations) THAN 1%OF THE TOTAL CONTRIBUTING Binion Drive (portion) 7,808 sf DRAINAGE AREA TO THE STREAM AT EACH SCALE / \ a / 1 �♦ / \ OUTFALL, HENCE THE 1%RULE APPLIES AND Sidewalks&$Driveways 5,854sf AS SHOWN \ , THE OUTLETS MEET CHANNEL ADEQUACY VARIABLE WIDT�SSWIA,F REST, "�- 11�■�f� / 6Detached Lots where Most orAll is Catured 12,000 sf \ Q s � �- % REQUIREMENTS. AND OPEN�P CEEASEMENT / \ �� _ _ OPENSPAGE'1" ! ~` ! -- ---- "_ / Proposed DA #40 Total Impervious Area 25,662sf / / SHEET NO. 2ACR 7 - - v D."075, PG. 664 IOR' W1VA. N1LAOaOFJLEµ BERVPO EOR.'.'. �~ �. a P OF y _ Approved DA #40 Totallmperviou\ rea 23,� s( DA'1A' 25.44 CIS DATA' 7.58 CIS DA'2B' 16.50 CIS DA'2B' 27.79 cfs DA'3C' 4.01 CIS DA'4D' 4.54 ds