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Home My WebLink AboutSDP202100024 Plan - Submittal (First) Initial Site Plan 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.5039, 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.5039, 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 % BONUS DENSITY FOR PORTION OF PHASE III 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 FOOTHILLS: PHASE 1. 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 UNITS (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 //1) = 5.82 AC (29.27) TOTAL OPEN SPACE REQUIRED (259) = 19.94 AC x 257 = 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 = 28,800 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 TOPO & SURVEY: TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 2017 THE BOUNDARY LINE INFORMA7ON 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 UNI IS x 1.5 SPACES = 18 SPA CES 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, IIA, IIB, ///, IV & V. INITIAL SITE PLAN &PRELIMINARY PLAT WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA I I I I I I I I I I I I 0WU I , , I i - l L , -V �. F __ OT I LOT IT LOT T / Imo!... :. 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 32.79 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: 2.99 AC (51.27.) TOTAL ACRES OF OPEN SPACE.• 1.62 AC (27.87.) TOTAL ACRES OF ROW. 1.23 AC (21.07.) 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 5100JCO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2. OFFSIDE DISTURBANCE. • NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN EXISTING UTILITY EASEMENT. / SH EUNAYOUT SCALE: 1" = 10{�' �LI �I ❑ ----- - - - .. i LOT LOT 11 i SFO /LOT ]6 OTII L°Tay SFD LOT I / / OT ]5 LOTa> sF0 i LOT 71 SFD / SFD % LOT SFDB A \ LOT, LOT, 4' LOT / mT< / LOT / I LOTS --- - -- 1 4. 11 LOT, I' LOTo - _ -Al Ili v 1 ' LOT, 1 L , LOTv j:- \`\ 1 LOT, � LOT]] SFO I, LOT 78 SFD sF0 / LOT 79 SFD / 9 LOT 81 \ SFD LOT 82 SFD LOTS sED \ U / LOT 85 / \ SEA `\LOT 86 SEA LOT89 SEA I / OPENOSPACE LOT SFA11IL SEA 0.09 ACRES I i %\\xzL/ /� I IMPERVIOUS AREAS: 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) SITE VICINITY MAP SCALE: 1" = 2000' ROADS LEGEND EXIS71NG CULVERT 0 0 CULVERT 0 DROP INLET & STRUC77JRE 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 T sao EXIS77NG CONTOUR PROPOSED CONTOUR pop 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 NI BASIN NOTES: 1) THIS PROPERTY DOES NOT LIE WI7HIN 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) IT F TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 31 DWELLING UNITS AOT 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 Ill 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. C15LLINS�Z Lic. No. 035791 � ��,O?JAT 3/22/21w� E11C'1 n WN 0 N W N > zW J J > U) W O J W W in zLU W W JLU JQ O o 0 N AM JOB NO. 112066 SCALE AS SHOWN 1 686- -- _ - - - m __ _ _ = - _-_ - _ --- - /K20' WATERLINE EASEMENT � D.B. 611, PG. 440 D.B. 692, PG. 148 #� POSTED SPEED L 25MPH C51) P CIF II M - 09 11 1 N89" 14' 56"E \ 185.61' i78� I 1\ \\ _-. 674----- - _ saa_. i �I-- v EX. PARK RIDGE DRIVE R/ 7 TOP ST LL TOP SIRE /W _«`, L TOP DB. 4972 PG.726 \ RL3szzs' v IL -� M N I M `; on �i 056A2-04-Oq-0370 TDFiNCAN, IpME58^ -_ ^•^_ A-0400-0�50b - S89°b6'49"WZT6:29` -- - - - -_ _ - - - - - _ � - No. Parcel ID Owner Total Acres D.B., Pg. Zoning 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DTD 0.110 4122/202 R-6 _ _ _ _ _ NOTES: TH 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 4601/137 R-6 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED OFF 3 056A2040007000 KING, JACOB MARK & MARIE EVA MADELEINE 0.040 5002/130 R-6 ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. ✓� 4 056A2040007100 DILLARD, WILLIAM H 0.114 3020/075 R-6 - - - - 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & � 5 056A2010006300 UNION MISSION BAPTIST CHURCH 0.040 371/553 R-2 / - , SCOTT R. LINSZ --- GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2 - - \ INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. L� Lic. No. 035791 7 056A2010006500 COLLINS, MARTN B 1.000 371/553 R-2 TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020. 11� 03�22�21 44 8 056A2010006600 FLANAGAN, ROBERT MICHAEL 1.050 970/668 R-2 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. �0 �sSIONAL g 056A2010006780 FLANAGAN, ROBERT MICHAEL 0.500 3678/232 R-2 OVERHEADS THE MANAGED STEEP SLOPE IS LABELED. ECG\ 10 056KI000006600 AARON, PETER & LESLIE SCHNEIDER 0.150 5286/548 R-6 ELECTRIC LINE \ 4. 100' WPO STREAM BUFFER IS SHOWN. 11 056K1000006700 EGGC LLC 0.130 5359129 R-6 \\ sea Lj ��' 12 056KI000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 v ` v 9 13 056KI000006900 GLENBROOK LLC 0.110 5075/664 R-6 14 056KI000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 5347/441 R-6 15 056KI000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 5457t729 R-6 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 5404/001 R-6 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.180 5393/262 R-6 \ \ `_- _ -ss° Tj 19 056KI000007500 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 21 056KI 00007700 MUCK, JORDAN K & MIA M HAMZA 0.200A_,�22 r 1056K1000007800 ISTANLEY MARTIN COMPANIES LLC 0.150 5226/309 R-6 " ' ^ '" i -O'• ; " _ 2ti UbtiK7000UUiSZUU FitKKIGKI MK:FiAtL F & UAWN L V.l3U bl`JYIUO/ K-ti WAR In 0-00-03600 REST DENTIA R-469.50' ` i - Z EOx, CHRISTOPHER D.B. 5 4 5 7 PG4-\�=3sssr \• `� 27 056K1000008300 EMERSON, CHARLES FRANCIS& JULIE RUETTGERS 0.160 5212/751 R-6 Z O , H&JESSICAIT 533 \ ` 28 056K1000008400 BENEVENTO, ANGELA MICHELE 0.140 5354/623 R-6 a z 0.2030 Acxcs I - 29 056K1000008500 BOOKER, JUSTIN K CHRISTIAN T. 0.160 5391/186 R-6 ZONING: R-6 RESIDENTIAL O uLD un iz D.B. 5158 PG. s.4' B_ - 30 056KI000008600 ISHARWAL, SUMIT 0.130 5423/520 R-6 Ln 31 056K1000008700 QUINN, FRANCINE ELIZABETH 0.150 5465/519 R-6 o 2: ----- �� z In - -I - - .v 4-,SWRTOBE --- \ v / _ - ----' � z T��I REMOVED A® \ �� -- / I�/ i � Lu Lu / I / \\ ui J I R 469.50' Ul - - Q - LL - I � /� �� °�: ---- `� ma's--� - ---- � ` 20' ROW TO BE VACATED z o /` \ „ 9 \ D.B. 227, PG. 380 ° 's, EXISTING \�- --� ps �.� - � -`-� d - D B 32 G I ` I \ ) \ TMP: 05600-00-00-057D0 S83°37'00"E 212.43' -r S89°53'07"E 366.76' -- - -_ _� \ \ S89°44'59"E 193.12' OWNER: GLENBROOK, LLC 6z2. - / �6.59' `.� \ 125.84' ♦ . .'.- 2 P 544(PLAT >il�lyTIAI-- ACREA : 9.72AC - r ----------- ZONING: "RESIDENTIAL �O� `� s \\ '. :.�. `, - --.- v `, v •. D.B./PG.: 5039/66 i \ rPARK RIDGE DRIVE DB.5075, PG.664 RESIDENTIAL R 295.5star _ •�. y' s^. -- LOT1.54-;_ L=155.58I -SEA-_f yy :� EX.SAN. - -- - -- -� - __ -_ � i � � � --__ � - - - - - -�-- - « I � I I �. SWR TO BE - \REMOVED 6'6'� i 66/ r , --- , -J i A I / y \• _866--� - �- R-13.50'r «- A i I i L=22.77' r74, H- / __ _ - _ _ _ _ - _ OPEN SPACE - ��i"' 589°5213"W --� /'.. _ _ ,-672--_A •.�� / - J I -- -- A•\ EX. SAN. 96.78' 0.27ACRES�:. ' I I �sss-. SWR TO ,%� -� ti R=13.50' / �� LOT 73 - �� -�6'REMAIN SFD L=16.54' r �r ® �® - i 100' STREAM \ v ' / �l �� Cp /' i\� LOT _-_I - LOT 72 /� ° _/ClE11D 1..SF - OPEN �, // .. ...• 1 I EX. ACSA SANITARY SEWER \ '� r r l b- IN 20' ACSA SANITARY ESMT - \ '� l / •S O l o - �� SPACE BUFFER �. �. 1 / l ; l ,y (p Q SFD / D.B. 1997, PG.2356 - �, r r l^ Q n ® REZONING LINE �. / ' '� B _ / / r r I l Q r -, -0 . _�c°^' i /�' / / U�hO Q h- i /r - _ ,�CID i /�Vl .0..091 ACf2. , - _ - \ - \• i i \ l l /n IO /� r ® �\ - / / ® • i / -�., �/r \ LOT 132 _� - _ EXISTING LOT LINE - _ - �� _ Q (g LO 67 / S a/ - _ . - - . _ ss4' 20' ACSA SANITARY \ i / i 1 , / / ^ O Q _ D ;/� ✓ / 'ss 5� >' \ A / LL OS6A2-04-00-0 OAO I i _. - -- t \66p� - r r l r l N Q rp ; LOT 75 --- - L .SEWER EASEMENT �\� ' / _ r• ,; LOT 71 / \ \sue \ / M OWNER: IDE V LAGE �\ --_ _ _ _ - - - N / `v ;y , SFD .- ,' ! LOT 133 HOMED RS -- EX MH PSV OS-1 �� ---- - - DB.5075, PG.664 r / / / / �u ib lrn /. SFD ® iv I ss - ��i .' \ SFA / �� C7 -- _.859__ _ _ i r l r N r^ r LOT 70 �.i�� , ,. .\ \ H� ASSOCIATION, INC - I -- \♦ \-- % / /� °ep / / // vv ry /2-,- ---- - /� SFD LOT68�----`\� L \\ LOT 134 CN ACREAGE: 5.69AC I I -•� •,-j-' �'� _ --- ,-�-_-'--_\ � � - � ' / / / / / SFD Y� LOT \ \ ZONING: ;R-6 RESIDENTIAL I_"_ - . ,_.'TS _-. !\\ --_ ` �� i� it i / ,' / / , • \ _ / - \ SEA a. - \ \\' SFA D.B./PG.:. 3205/626 „"-.` .-.`,-' s4 \ '\�a _ AGE \ M _ _ � Y _ Lu >- EX MH PSV OS-16 `�\�' /\\`- 858 i i / / i ' LOT 76 m `- - 2 l�� \ LOT USE: OPEN SPACE FOR THE -�!�' .! `, LOT 6 `< \ .y. /'.�- - , .4\ _ 1 \ `__-/ \ i i ll / / ' i r, \- • ® / �66Br/ SEA ' \\ V 11 PARKSIDE VILLAGE ,' . -,) // ' r SFD \ - LOT 69 e'- SF NEIGHBORHOOD _ s/. /. v - r l� i �. /� 'V • LOT63 O _ . q i / - C ---s',--� - A S89°51'11"E 586.85' 1 / ,' 1 ..a B / -- 9 V (�I GLENBROOK AT FO THILLS . , - / \\� \ /I 1 N89° 5"1"W 108.79' _ \ \ _ \ r r / ° r 9 �` �\, • / SEA \ / / / / PHASE I - BY -RIGHT SECTION'S `� \ ai Noe°q > eats I ` EXISTING TREE AREA \\ '. °\ \Y ' i •`� // / ! / _ / / % / 'N89 5111'w� r LOT 64 0 4, 57.38' r n, \ / \ =- - .- INCLUDES A MIXTURE. ,' - cam, ti\ \/ \ \: N A I l r r LOT 77: »1 SFA\ / / �, OF EVERGREEN AND A_ A / - .-) III '�/ r � ��v,T � _-- ,I 1 VAR. WIDTH GREENWAY DECIDOUS TREES V A\ ` I _ �'- ' I I r ' l l l l " SFD I EASEMENT _ ' \ \ - I I �'I �� l �o l , / l /I /l r l l , r �; LOT 78 e�. • A A LOT 65 A\' \ ',`.'.' l r ® r . \/ �. SEA �• _. --1- --I DB.,PG. s� �. i \\ .� - l //� i / l l n" i l ' l,% i '-- SFD LOT 79 / Q _ _SFD _ _ T131 \\ _ ,\ �- - -. - I I I ; ' - \ `_ \/�� - -` • - 20' ACSA WATER r \ ® _ \ SFLu Z ^ I _ 1 .-i. ..'. .'.'. 'V'. '.. �� \ a -,". •'.'. '," - - U l7 r / EASEMENT ' r - - i LOT80 872-� p�� A LOT � Z DB.5075, PG.664 SFD r } • ,LOT 130 \� \ ,t'�-�--.•+� "v F� �• S i��,��-. �:•:•';' A� ;" A V •.r ,)' •'/ '�/ i l ! l �- l il r A i�- I'i 1 SEA -�_"- I _ V ., �Q •.iy,.r....A A V �- '.'. 'a / l-/ i l l l �l r / , r r l-.-N66" _-® Hi LOT 129 •,V •�..c.. _ , y / ti i __/ / / l r (' .-C-�' �i r .:!!1/2' _ , -•� O •\ FA �.A Lu Q ------� ' �I ., , ..A ^` ._�V A A i yr< t/,l r I' I \� i l i �� r r r;-16 ® = �Q, _. , i / A �. AA. F 4 'A ' _ ' ` '. - - ° l � / l ' � l - LOT 81 ��D� '.i� li 666 ••.. � 'LOT 128 Vy -- - - ,. ^ ^ � , - A. 1 .A V ., r • r./ � r ' � r r ,. � _ � - SEA / W SFD LD -.-,_ Yr " j,>'-i._�^-- =_.1_» � \ \ / � a \ .,`, �. •A / l/r " 1 / I 1 ` / / � -_.i _ - - - - as.as •� '�LOT 127N29°2eOPN PA \ \0\ U SEA \ A\ �; \.A`, \\ \\ 1"/ / �/ �/' 1 j '� C EXISTINGTREELINE ®RES,'.' " v�A.10 osbA -60500 , A `�: . / / r l / r s. T 82 -� - - '� -- v V - 1 \ i / / 1 1 / / } 20 ACSA SANITARY _ --. LO Q7 ., . = v I --I ' KIRBY, PHILIP M `, ♦ / EX 2G' EMERGENCY l A / r / / SEWER EASEMENT '.i.`.' r _ - _ _ VA ' OR JENNIFERJ _ � EXISTING � �� ♦ `� r '' AGCESS ROAD ' 'l '�' + S LOT 126 °.. 0.2390 ACRES �---� \ DB.5075, PG.664-...... ...�..... i'.'. _,� ° `I �9� - SEA v 1 -%�� _ A CREEK V A / l I� EASEMENT j `� I .� \ V ( ' i R=463.00' ♦ A ..... ZONING: R-6 RESIDENTIAL _ I D.B. 2229 PG. 297 � r DB 5420 PG 586 / l - , I• � , L=135.85' / � `� � , - . -' i' el�` / LOT 125 USE RESID IAL ---- .,'.v r V 'V ® .. i� W / I -T - . :v- V �l l EXISTING BOUNDARY OF : r �,' . 1 v`� SEA H� REZONING AREA ESTABLISHING �'�. - � � �, LOT 83 ,. / .. .. .'� ' � .�`I` �y0 LOT 124 W . • ,U. . Lu b - - - � __ - --� _ / - � - _- THE BY -RIGHT R-6 SECTION OF SFD O FA , '�' suLuvAN, JAMEs.J s - ---- - ----- - - -- ' - ♦ ' . - _ •: - d; - I I - - �,- _ j/ / PORTION OF EXISTING 20 GLENBROOK vs. THE REZONED - - - _ '� \ �♦' LOT 97 L / ~ I /'1 W ',.�� - EMERGENCY ACCESS ROAD R-6 PORTION WITH PROFFERS " ' J i• - < \ s ✓ \ J SSICADGA D I �..� \\ \ - \\ r / r - " SEA 'A LOT _ \ EX MH !Y� `��.` s � � -__ �.. TO BE RELOCATED WITH THIS -� - • ' ' - I',�� 1-- .1990 AOREs -' -- I - vv -PSV OS-15�\ V - AV '; �---'� _ PHASE OF DEVELOPMENT _ ® sie �� U) I ONING: R-6 RESIDE TIAL / \ LOT N 1 .B.s344PGBo9 �, A A ♦♦ - v y v�. A ,,. A , LOT84 �-----moo tea, L Z `f �F� ..:�., .� -. SFD �, �: 6 65 - y1�E� RESIDENTIAL._. N __ � � � A A♦ ....'. ., .• � V , , � - - - �f �� e. m� m -..� LOT �J6 � I _ A2-0- _ TMP.-- -- _ GLEN 00- OK LlB1 - .- _- GLENBROOKA�OOTHILLS "' `- ' �\ SFA�� -- - Lu " - ... \, ❑ Az-oaoo-oo300 ,.---- �. " - - _ I \ � � ♦ I � .., , .-. a�".-. � I � LC PHASE REZONED ION W � 5� ♦ � , 'JONes�. En- MIN MARnN - DOWNER' GLENBROOK- L S R b SECT , oRSaeAa H - via �V vv v - > sEwER EASEMENT `- ACREAGE*@_32AC A ! A �I L0T94� �y EX. 20' SANITARY , ' 1 ' -' v AA , i ZONING: R 6RESIDENT-IAL_ _ ', ® _ _ v A V "� • ,�\ DB 1997 PG 235 I' _LOT$Er - - y rJ�\ A� r 0.2120 ACR J RESIDENTIAL o, � - v A I - ' \ ° \ DS B:/PG.: SINGLE vry' / - LOT 913 I I D.B..4369 P 9 2. - -- - - \ \� , \ \ \ ' ,, l'. \`. Y\ USE: - SINGLE FAMILY RESIDE41AL ,SfG . '' \\ SEA / / I I I \✓LOT �\� / i:. SEA Cn - � � A \. A /'.'. . V I \ , .'y - -LOT 88 I -/,,, LOT 9W .' LOT 89_ 14 SEA �- \,,\ \ --SEA -SFA- �0�'90 LOT91 i 6OT92�_ I SEA -- O /\ I % / \ �, \ v;'.'.•.'.". a I \ � IFFVII __ ,SFA' / \ I '_ #. I _\ \. w\ .\.. EX. STORM DRAINAGE i-'. J • \••. LOT 86 \� r i/-__ --r-6{O�FA -I _ - os6Az-oa-oo-a6zoo \ °'. BENCHMARK:4� LOT 100 I EE LBAE T-- . A / A o. - , .�. A'. EXMHPA KSIDEVIL-1-14 Na3s'-a2'a7-w •� A s ,6��' i t -' - ' '[ \ SEA Lu O D8 5389 PG 75 ,A _,_, r . ,q -666 i 2. .`.A..-.. , <. RIM=640'R-�_, I,r. ssa' ,� ---32/,------- ----- I �� ,�'� 0.2 2 A E �-_ �'__ A , ,g.'.' A' - - _ - -� -� LOT 1 OR PAMC I 0.2120 ACRES' r _ - I RESIDEN _ / V ,. W � V / i V _ ® �� -- - - - 66p� SEA g5 Q r - INVIN 688T �I�� r _ \ - -.-�`.-.-.-.- INVOUT=633.4' a� -- D B 2275 PG. UJ6 - _ , I-t�sR2BIDCIJTw, _ A A A �'_ / A 1 -LOT 87 _ LOT 102 i SEA a i' - 6 - Oi 1 MP! 0560�-DO 00 05763 ° I -- `\ co \♦ \s /' 11 � � FUTURE \ � � � � sso_ ` �A � O ,V . . �. A -- - , ',OPEN SPACE os6 moo �- W R . STANLEY MARTIN COMPANIES 100' STREAM '�._ _ _ _ _ _ - �� - EX MH PSV OS-14 v�," PHASE LOT rl I I �' LOT 118 ® IN O �_� ` ` \ - _ � \ V ''�� vvv i ILOT111 LOT 110 OUAC . SEA s � SFD U uroenn'IN P & RATHERINE PICIcxAL -- -- - - - _ - L C - -- I BUFFER I \ \ / / / 1 I, _ �' -OPEN SPACE LOT 112 SEA I SEA LOT 109 LOT 108 . ,. 56 _ \ _ _ A ( I SFA LOT 103 o. 710 Acars ZONING. R 6 RESIDENTIAL CkEA 5.84 A� - \ V G° SFA LOT 107 D B. asla Pazso Z Nl ., R-6 RESIDENTIAL I _ - - -- ---- -- --_ I V Av \ V A V v FUTURE v v i 0.09 ACRES I I SEA I SFA LOT 104� -�_� I _ -� V A A 20 SANITARY SEWER V �60., v PHASE v, - _ SFA ' 1 -IIca -USE: RESIDENTIAL _ - Ind \, A 1EASEMENT 1 �6 ` LOT - I QA�. -c.I OT 117 V w_ v IIB T I LOT 105� Q, _ `< �� z `9 •\ D.B. 1997, PG. 235 - \ s D %P 5358/506 T \� x. �c' AcsA SANITARY - \\ A - -- r \ I\ FUTURE \ \ sa V w -_� \ �. - \ \ ' \ �' ` PHASE \ `i .: \ II f w H -- -_ I VAR. WIDTH GREENWAY o SEwTR EASEVENT \ \ _ �- \ \F - -- � - 1 � LOT 106 � % `. � w �. \ urn 5589 P G 85 \ \\ \ EXISTING LOT LINE ` , ' r \ IIB LOT ` - - P� ATl'l lE 6'a_ SEA �?G� L 16 : -!�' CL In EASEMENT \ t? - _ �/ J \ DB., PG.II \ �. , � jO♦' � \ SFD �l✓.�� d m \\ .. ', FUTURE \... \ ;� . ,, 4 �nI -\ -- - i ✓�."-;.� o \ O. PHASE .' / % GLENBROOKAT PC RE 6� `... •/ Cr k\n�.Ci'AL�i - -.X �i .�%., .: 11G066 TREELINE 1 118 LOT - - - I PHASE IIA &IIB - REZONED SECTI N. e � \ - � v CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH Cl 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' r \ •1 .; - sol - zo0 LOT 115 .�..40 .�, 05600-00-00-uu, 858- \ 1 , SFD .i-.'. SCALE OWNER: GLENBROOK, LLC n = OO1 ACREAGE: 8.5,020AC r ,., - \ - / 0� 1TURE - ZONING: R>� RESIDENTIAL ... . , • �- 1 I \ \ l .5 - ' SHEET NO. f HASE D.B./PG.: 5039/75 I .( IN IICF1EE414) A `\\I�0 \IIB LOT \/ USE: :RESIDENTIAL � /h - 66ti - I r \� 1 inh SDI®0 ft. 2 1►IIIIIIIN r , ♦ OPEN SPACE I rt ------ — 132ACRES --- i -- - -- r ILA--I-'--I�f� 1_ °ware ClE W u LOT LOT LOT LOT 'Z ♦ v Ar s LOT LOT COTT R. LLINS_ ♦ ,� IF -- fvla Es ASFM Nr \_ I u7 u8 yy9 azo aza 1O. O. `.j�J%9 - -- ✓ UU L N 0 1 � -------r--- --- LEGEND:3/22/2 10 1 LOT LOT LOT LOT z' A�Od' (� LOT aa4 ss3 vaz vaa ` QIw , 1 LOT LOT , gas - / - sso aog LOT LOT \, , TONAL E 7 �� yob ao7 Lor LIMITS OF URBAN DENSITY RESIDENTIAL AREA (].i0 ACRES) z a LOT I 77 r 105 r l04 PUBLI RO D i r r O l - \ -STREET - --_ - -_ - - - - - - - LOT 54aMn — - LIMITS OF GLENBROOK PHASE I DEVELOPMENT z - -- r ao3 Lor ----- - - Or -- - - FUTURE - wu r°P srRE r� _ -_.- ' . . I� ' -__ aoo LOT I I DEVELOPMENT O ... r _—_--I ' LIMITS OF / BEING VACATED WITH PHASE III DEVELOPMENT 99 LOT I I PHASE IV ° ., 'VP - 98 RESID.I ----------------- , - `b\RO\FOR/VF `\ 1 RESER�E AR ,': o F,. EA PHASE IV I I \ g o DEVEL PMENT j o.zz�CR€i- LOT aza 'A '.i OPEN SPACEB-, L (n a r _ -- PROPosEDronor o.36 ACRES \ F 4,500 SF I (n ------------------------------- - 0 US LOT az6$ LOT LOT LOT ''"��\ I ♦�11�1 �11�11 rX 3 r ` LOT LOT I 4 3 LOT ,` r 5 I Z � O g o \ ♦I LOT —__ 89 LOT ♦ 1 ... _ I - 66 LOT /\ ♦ 1 i '�-' L cn J 1 Q ,zm n PR r ___ __rf3 fA5fM n�` �I \ ♦I� I ` I - _ �� ___ ___ - � y, \ \ , I � LOT \ V ♦ / 5 z � I I LOT iz89: I LOT LOT I I , \- / a5 LOT / I I I 57 58 L59T LOT -% \ 84 LOT I 8 l 3 I \ 60 / ♦ ° �d o LOT a 6a \ r \ Bz , � . I I I I I L 1 .. -__, -^ r. i LOT , _, � �. -� „ • - _ n RecREAnory nRen. _ _ PARK RIDGE DRIVE - _ `< _- - - I - ,,OQ EN SPACE C.. DID, N —_—_ cueuc aono t6r Rlw) _ _ - 0 , r -. IlJ r „ 66 LOT T'._\_ ~ LOT za �� o.o8 ACRES r -- --�.' H N - i \ F OPEN SPACE --- _ i i^' •\ I I 1 : e , -.-- \" \ / 6g LOT _ - _ - � GLENBROOK AT FOOTHILLS o.zrACRes' ° // \I \'\ J I 1 ♦ I 1 _ _ \/ \ JO '/ LOT \/i LOT z3 my LOT zo i 1 ♦.. y _,_ _ /w ;�Q/a LOT 73` >/ LOT 74 \ �\ /. Q > LOT �,�Q LOT z4\1 SFD 1 LOT 5; LOT z I; UBcroRo\W,y� 73 LOT LOT /�/� / LOTa9 \ SFD I LOT 72 / \ ' LSFO66 OPENSPICE J J �1 ' __ - 5 /sA._ cs° LOT zS ;'•. \ SFD / �• _ - '$,10 u I I z. CRESF I -___ __ I , LOT Si r __ \`\ . >a . 1►L► \ I �� ' \ /' � •009.AGKES. I1 - � 1'!L`►�1 ' ' -� ___ i LOT 50 ► \ ,� ,�aF 71 LOT z6 LOTi8 \ II�IT�1\ \'r' /�',LoD7 / .fj/ �\ o LOT75 \ r 'VD Q� ry v LOT s LOT71 / v Q o 4 % _ LOT a7 SFD / SFD i �•_ Q '\ (� 3 -__ LO126 -\ LOT 70 \ / LOT 68/ / \ 2� ai 1--1 0 LOT61 a I I .�.%` '.✓�. �� 'jV , - � 43 tOT /� V I r � / SFA � H � G LOT a6 I_OT76 LOT O LLJ ° . .y- .'. l �a.. SFD �'y- - -_ OPEN SPACE j ' � LOT 6�r .. _ _ �" \ a6aACRES -�-� / / Lor as /- �_ SFD / .V LOT63 \ �p _ L_ SFA A \ N GREEI�WY - Lo LOTa4 ��_ /V LOT64' V' i PLATTEDWIH -- - LOT77 / v� �.. l SFD \,\ `\SFA `�` �, \ z o T , I PHASE II DEVELOPME T LOT65 Q , Tzg- , _ , , r I , , I I _ - \'\.. 1 � •'• -. `, ` • •• .' ',• ` o.' - r / �. T3 � '� LOT 78 � / / SFA \ \J o I 1 I \.- 5 i `:„, - ' --.` •-"} r %LOT�3 r SFD / LOT 79 LOT 131 \� m ` \%\�\ \ ,� _ / / SFD \ SFA /' -a Lor3a / I LOT 80 LO Z W `� i \ r l : SFD / /,'LO FA30 \ g\ \\`� J it �`^,��. �\ \ \ �` \ •, ,+% LOT3z ' /' �• i \ ,\ \ / •'LOT 129 / \y/ U O' \ \ \ \ \ *� \ .' _ / 'SLOT az / - LOT zo '\ �\ SFA /' o , Lu `� 1/ \ \\ s \, \ - :•`,�. N'(i ,}' L0T 33 LOT 81 hb• \ / /'LOT 128 /' -5 \ �� „�1 \ �` \ \ �. ` \ •�% / -- Lorg / ®• S\ SFD =('\ SFA I--' 7 3 L9 %.\.' � ,•{r �-"%�:="� �\ J 'APEN.SPACE.-.'.'. \ LOT 127 � - - \ / 34 SFA J \``\ �� !� /�- \ \ `S \ `�\• :, / / LOT as0.48 ACRES•. • LOT 82 �� Z Q 1-4 o \ SFD J / \ \ �Q GLENBROOK AT FOOTHILL," LO = 1 W \ � L ' \ __— — -- y LOTB \ / PHASE I: REZONED AREA; i I :1� •.'. •. •. •. -. •.-. - --_, LOT 83 w >, 1 I - / L.I ° \ Q� — L—ENBR T FOOTHILLS` `'''`:':1'` I 13- -— _ sFD G \ - y •( I 1 .1 _ � -. `.'.`.'. .'.' 4 \ LOT35 PUBLIC ROAD (sa'R�) \ � LOT 97 \ -° 1 PHASE V B-rIGHTAREA \ ;-.:.: I FA o `. LOT 6 ' z , Q . _ ---- - --- -- -- -- - , ,V LOT 84 � � -- _ - SFA ' � "' � - LOT --- / SFD w w I ,\:. �` LOT36� I Lor4 ' �' `\'', \ / \ S A \ / LLJ J c' \` LorS I Lor6 Lors4' \ " Z J w \ I ' I 1 ', �, \ \ \. x '•''-'''• '�>-� ``S � --- -' 1 \ SFA „'\ �.�' z % •. •. •.. `�---- --- = _� I . LOT 85 I - • , t`,�-�. • r� -- �_ __� \\� ',, ', ' \ SFA I \� \ LOT o ' I LOT93 V o LOT I � LOT ,SLOT 89 II SFA \ o - -- - - �, - r LOT 37 SFA LOT 90 I LOT 92 A � > � / � A � \ SFA SFA T 9 m — _ -�€ LOTS A SFA LO 1 I �.., T8 / , I FA SFA \ 0 •� s v'I - 1 - �' : �1 .', r y, - -- �'o , /_ A f'V LOFA6 A. I '\ \ LOT 100\ N `-OPENbPACf G1 \ a - -- T ♦ I _ - � I ..GREENV✓AY ..... A\'\." 1 ',\\ '� <Ia - / \1' __ SFA < � / \ �1� \ LOT 1 SFA/, V %. �\i 1 / SFA CD a, I � _ I OPEN SPACE / \ LIMITS OF / / I °,: \ \ /"/ CV 0 ......... . REZONING AR OPEN SPACE LOT 112 LOT 111 1 0 0.09 AC LOT 103 /' �.� ::0.: SFA SFA 'LOT 110 LOT 1091 \ SFA \ o I - I — __� - ► - �/\ �\ ' \ OTa E I SFA LOT 107 \ LOT 104 / .O// SFA �LOTA F L.L � SFA SFA \ sFA A J�%� m °ROAD LOT A 5\ \ O��j \\ W o LOT 4o LOT 10 LU m , \ r n L SFA 6 \ JC��j� LOT 116 a V o � SFD °o -GR-APHIC' SCALE112066 6 ao o tzo LOT 115 \ \ SCALE SFD 1 =30 0 , , , , ( IN ['CET') / ,1 ,. .. •�' SHEET NO. .., LOT 114\\ lV , �r ., 1 Inch = BO ft �� t SFD I- " " " " - . ' " - - - " " " " " " ' - - " " " " - " " " " - " " " " - " " " - . - " ' - - - " " " " ' " - - - - . - " " - - - - - - .I 31' I 20' I 20' i6' I 20' 34' ----t PORCH/DECK�OTCG 6(TYP. "QPENSPAr.E A" W W zo'REAR ETBAC K(TYP ------- + ---- ---------PATLO�TYP.)(SIDEWALPfzQpQstD""" .6,32AQZEE5 SPORT -COURT- " - - - - - VDOT CG z - - N " - - — - 63z.5o'R " " . � $A5UTRA�LIa CQURT" " " _ " (TYP.) ----- - , LL ---- ; -- �. RIV - Ey " " " " " " W I ^-------- ----- ------ �7 — — — — — — 1_ zO' zo 10 o z6 P Ar " " " LOT LOT LOT --- LOT ', ------I 3' . s° z ti5 A<<ev�AY 3 �O' " " i16 " LOT LOT ry 11] 118 ��9 12C 121 i ti OT LIN YP.g' \ zp; - MENr) \ - \ 15 " W I 80 o N o N//A" --- Q w w - " o o SED G oR N z°'xz ' I jT P.�--r----- --� 3 _ Ll LOT LOT LOT LOT i J j i __' - yp 8, `o;� i DRIVEWAY ASPHALT PAVEMENT LOT 11 112 Qlc LOT i , � 4 113 111 I / w I -I LOT � yp , 1- i I i I I SEE SHEET g FOR PAVEMENT DETAIL °1 115 N N N }� i F 110 \ j. S MIN. io' DRIVEWAY m m m O) ¢ log LOT I LOT ?°; 20 -- '-- -MI ON' SE AC --' / _ �, s7 3 16' zo' -- z8' CONNECT ROA to I a i i m N 108 107 LOT lYi' 2Q> 1' NN -- --- 1o6 LOT IN PA KSIDE VIL APE z ' R NTI ETB CKI ) i i STRE GN YP )I 105 ---_- r = -__ --- -- - i��- �( TO SIG ) � � i m ;m wi LOT '� � � _,,\ Y STREET ----- I 10� PUBLI/ m- - — — 3Er ---- - zO' - 20r- 10' 10' zz' ti/ _ -� yl 4 LOT _ / z ROAD (54' R/W) - - 7 _ -- __ _• \ 22 zo'- ---_ 103 TR€ET N (T�l i R n LOT --_ 20,I tiyR �s�zp, - 1oz LOT _ - - - - - - \ • . zp' --_ 5\SIDEW 101 ILKI(TYP. N LOT — — — — �, 0)F----- F- FUTURE 1 100 LOT x DEVELOPMENT PROPOSED BASEMENT RENTAL UNIT _ Soo= \ z$ -M/ FRO ° 99 LOT STOP SIGN (TYP.) PHASE IV WITHINTOWNHOUSE (TYP.)-12TOTAL o VDOT CG-1z (TYP_ Q , zo: ,S I o .) ,�_ \ego, TBq 9 -- -� PqR ao;, E' RESIDUE AREA I I ED TREET SIGN (TYP..\i ASE IV ESE PH — m .W"" "". " .�.; " x a1,. _ o DEVELOPMENT --- -- I n I STOP SIGN {TYP.) N . 2vo 0.22 ORE - _F_ -I- - F_ I --II - F_ -I- --LOT 122 PROPOSED CENTRAL - I - 99' x MAILjc1Q51(W " " " . " " " Q S7QP SIGN(TYP.) VDOT CG 6 (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. * REPRESENTS BASEMENT RENTAL UNIT WITHIN THE ATTACHED TOWNHOUSE LOT. 6. AFFORDABLE DWELLING UNIT IS SHOWN WITH A STRIPED HATCH PATTERN. LOTS 124, 125, 129, 130, 131, AND 132 WILL HAVE AN AFFORDABLE RENTAL UNIT. Lie. No. 035791,'D 03/22/21 ,�SIONAL E�G�� LOT123* ? 99' x " " " " " " " OPEN'SP`ACE B" W '� _ \ 22• I r - I -- -- 5' "" ": ."MQPOjtQtQTLOT." " 0.38"ACRES. "V"'. I R/W1R/W """""" "4500SF "."" """"" " /�"w w I ry in . , �s'sjbwAI_I<0,P.)� " VDOT C�-iz(TYP.) �5'R of '7-------� p o� x o z -- - - x DRIVEWAY ASPHALT PAVEMENT " " _ � � " � � STREET SIGN (TYPJ "SEESHLETg V€MENTDETAIt LL " " " L -- - - - N N I I I. f " " " w W " . Ap "1?��(v '(VY �" N r� LOT 126* I II LOT 97 LOT LOT �s _o x 99' x LOT LOT -, " " W,�go (� -- -- I 96 95 LOT (yi o --- LOT 127 o ---- ^ ^ ^ 94 93 ^ 9 _ 2 LOT M 91 LOT ---- 99' _ l 1s z TYP: r zp,REq ETBq� i 90 LOT \ STREET SIGN ( P.} x \ \ C' ) " ,� ti I zo' - --'' ^ LOT \ 8g 88 LOT ; / s,R VDOT CG�iz (TYP.) \ \ \ \ \ W - - - - - ¢ - �— - — Sow- - j 1 z8 ' / \ g LOT 6' BIKE I`A p Lul VD&TC -z -- ___1T �., w _ � � I �'� �S;P J � ti<�Q- ---- -__ _ '��' 86 i •' S0 \ � � � / / — N x TYP. 0 a"o_ ZI- 3 _ P Rlq °,, R� ti o / > Q VDOT G-1z (T } ao' 1 _ RIVgr R T=RE - 2p wR zS . , \ \ \ \ 4' G AD ET x a -- - --- (z3'EAS� _ i ' z / \`rF R�� • �� -------- 99---- r---- / Z$' MEI9T)\ ?� , F�(rF i POD ' \ x s \ W 1 - --- - STOP . T Z -i r M i e -- i 30, n°v\ N� ? LSIGN OT m , LOT128 I N --- OTLIN YBd% • a\ 400. ?r �?Fi°, : DISTANCE TO NEAREST LOT r > * LOT Y - Zo;, R Nh� 4' R " ` ;' 85 LOT \ INTERSECTION (CLAIBOURNE ROAD W 99' I 56 S] LOT LOT Qi ZO'` w �5 / 84 AND PARK RIDGE DRIVE) =705' S8 m _ �� LOT �� V L9 H- I S9 LOT / I __, / N '� _ �, � . N VDOTCGi� i i n� �2 83 / i �V �y O TYP. 6o w I LOT a� J I �•I 9' ( ) I __ I la l I^m �, > � LOT � �` �\ \ y � \ o x -'�,' F 61 LOT >`�- ' 82 %/ % ' SOS \010 62 LOT � LOT L / ,�°, , zg \ x :. Q °� _ LOT��a�� / / ^ch 81 / / \... — x x r , SIGN (TYP.} "x _ 63 64 LOT ��,��'� ss / /' �' LOT J 4 O� y P ED PArSSP E "• " " r _ , I I N dJ� I " RECREATION ARE, �d " - _' 65 ^ `� ?g z4' / �/ / 2S' \ x \ _ _ _ — - M . .. " " " " " P. ,;_ o v TCG-� \ 1 �a°, �' , �' LOT LOT $z, - - - W 5' SI EWALK (TYP.) 0 CE C" " . p' / /per (T P•) / a ` ^ 8 / "O/?E I VDOT CG-1z (TYP.) 10-ACR '"""". " / Z�� °` 7 / LOT o• � p�< sF / 1 - I'SIDEWAL TYP. <C/�' ' ¢ pR\ \ y 77 LOT �4"9�� OE� W l y5� (%) 'ry < iv V " " " I x J � ,q r .. T r 8 LOT 1 2 OT� YP. / _2 x ( ) x 1 " 3 * of ul STREET SIGN (TYP )� _ " " a �\ PROPO qTF �F 2 76 1 97' m _ _ " " . " " % r/ zo'xzo' I . ?o; ROgO y�q _ r ^R�r TICt�(J1�P )" " / / " W 1 - --- ti5 " " / M / CAf�G E �Z3\i' F2 / "".". ""Lu 1 o m �8 FgSF\ 8 z \7 / S T " " / " 5'SIDEWALK(TYP.)" " I 1 LOT 133 ; _ h X ) " OPEN SPACEE" ' / � w ,`\� J LOT 21 STO,P SLGN TYP. I ry; 3 _ w� 66 LOT \ ao, FjC �3, ,<v/� 6 / rv,_- " " " " 468 ACRES, � i/ ^ Z\ `zs, n b �, ^i -_- LOT LINE(TYP'.)W " x R LOT vDOfiE� z 20 , _ /\ z W w" ''S �\ SOFSET� 1 -- -- --- -, a6 \ o \ ti5 �3, LOT z2 / Oho eqc\. `W " " "Lu I'oe "� - _ R a, LOT Q LOT 2 zo 3 x �/Jm , LOT � -' I � �_ , `._,� '.; 2p; _�TE i � z� 71 � _ � � /� , � ro •• x � i I°8, i � CD O 1 55 N FR \ Mqk LOT 54 % i / '- 30, aN S C o� Fyx z8'_,/ ,'��' FRONTS T LOT LOT w" i l _ ��, LOT z4� / RJR i0 N x LOT 53 / I k 19 lti 3 gqc ° N . LOT i LOT 52 -�8' 40G q Y x ' �4 k 74 LOT v�p� � LOT z M so 1 OPEN SPACE F I x \ 0 75 o o F/c x ° 1 2.61ACRES - - LOTSl / /�;� \ ao;, /� (o°l �Q o � c LO 26, x • / • x F/ / M 1 z 'RE - % ' % / ' a VDOT CG-6' P.) f % a� ' _ LOT 26 T 18 _ I1 � ARSETe- LOT o z' /V I _ \ 2°%/ , /p )4, l E / l 3, �� Q/ _16, ry Cy / F/pri I� cb �' GRAPHIC SCALE �'-�_ 30' �� _ LOT49 /� ._ l ' - zO, A 'z / 8 ° 0000 _ Sao 0 15 so so o - �30' O-/I LOT oM o L IL ®o �-��.3�' LOT48 :� 47 LOT17 ,_ �� LOT IN FEET 46 LOT �h, ?8' MATCHLINE - SEE SHEET 5 tisR / LOT 28 ] Inch 30 ft 45 LOT n DC ' Q 0 z a = 3 O a H J � Wo a cib Q 0- Lu Q z F— Q z � W Lu H (n I J J O O a O m z G ui w J IL 0 w a (D LU JOB NO. 112066 SCALE III _301 SHEET NO. 4 I _/SHEET \ / / E / 45 �N MATCH pa LOT � � r - T4 LINE S E a 44 LOT LOT PROPOSED W W 7+3 20'x20' MIN. \ i , 42 1 CAR GARAGE \ k i LOT 16 i w _ ------ TYPICAL O 40 -� - �r °� \, / ----__ STREETSMGN,(,TYP.) I M (f0� 20/' v LOT 76 W W W W W 1 LOT LIN ( ) ��T SFD � 27 = � ; OPEN SPACE F -�__�p, / •��" -~-r�(Tv�.}' /� / E TYP. ' / - / / / ST G / \ W 2.61.ACRES �6_J 20' / k \� LOT /ITry W W\`.".`.WWW.WW LOT I I W \ 29-- I LOT 14 LOT 77 SFD - I �. I �fXtSTIf�ISTi3R&�I� LOT 30 1 98� �W 1 W \ ,LL N � LOT 7� / � ! \ N1AL>1A�E1Vl NT F�,CC ITY � /` „ I / . �w ♦ ��v m W� �/SF W.yWw.w.w.W W" WWw"w'W' WW\ `W"w ♦ �` LL W W� // �l o p LOT3.3 / D y SCOTTIR. CD3,LINS'Z Lic. No. 035791,E p 03/22/21�� O� �S'Innrnr. E�c'� W W \ gym' \ry i i LOT O YP.yj.OT W W W .� W W . \. W w ♦\ A �� \ .v� - W w w y W . V . • q \\\ V � �- . " � � � l � / Nl �i3, i � )?/Ly i nV _ l � - /� p � \ N vvi 'V�j'L10 o i m Cl W W W W WW W W W W W W w \ \°\W �W�Wy �,; LOT32 / 4 u z ♦ V / y(/ ...`. . . W`ww..`.�� w LOT10 h > �V ./� Z x LOT 12 1 W W W W W • W W W \ ® \ � �� l i / ;Q1� 0� F/Pi I i / /r_ / V v / LOT 33 ;� E� a T 9 IZ 65' / x W ♦♦ 20' EM�RGENCYACCESS\ . LOT ♦ ROAD EASEMENTv, \ v �I A / 34 cRE� _ Pc ♦♦ - _ y D�5420, PG.586 V' \ \\ "�". \w "l , , �0 , G D(T,'YP) LOT11 ♦ ��♦ i i i S' SIDEWALK (TYP.) / k W o e. v .r w m .✓ .- �♦ \ VDOT CG-12 (TYP.) I LOT 8 a a _ STOP SIGN (TYP.) u ------------- \ I a � W YV r4 O T� -- ♦ I J1 -- _ _ 94T------- 1L9- - J+s ♦� w i N n N �� BARKLEY COURT- - ----- fJ \ ♦ LOT 35 STREET SIGN (TYP - �� A - PUBLIC ROAD (54' RIN/) RELOCATE 2o' EMERGENCY ♦ ){ i ti ACCESS AND BICYCLE/ ♦ im DEL LOT / co Q I k x . , / PEDESTRIAN ACCESS ♦ -- - - ----- I I � .yh � x zo', � � � co Z - 16' _ C3) t--t ROADWAY WITH PHASE III ♦ - - - _ _ _ ioo' ----------� I. CK ]� •. -- �� W W W DEVELOPMENT. SEE -- - _ _ - - 86' iz' _S F ---- --- �< \ ` 1 � CC W \ V DETAIL, SHEET 8 ---- 1' - -- -- ----- <-I - \ N G I R NT SETBA LOT 8 �♦ n „ ♦♦ ------ VDOTCG-6(TYP.) �� r SFD cy) J i�A w w �m ____-____ I ♦»� ,� W EMERGENCYACCESS �� I� N-------------- -----y - I I- QQ CV W LOT 36 W o CL V DESIGN ♦ x to LOT 4 �� LOT 5 LOT 6 ��, ; ti� . WEIGHT BEARING CAPACITY CV 66 SHALL BE 85,000 LBS ♦ I NI �I �� . 04 z x y \ ------ ioo' _ i \� ♦-------- A LOT 85 > J \ ♦ REMOVABLE BOLLARDS ------ _ _ - -_\ I \ SFA a ----------- -_---- A COMPATIBLE _ L I♦ I I I I _ �' 113---' I I � i W WITH KNOX BOX LOCKING ♦ -+ - __ ; J GRA�IIC SCALE ♦ _ W uv SYSTEM ♦ __ - _ W FIRE RESCUE TO BE ♦ `I `I > H u ao so !� no �� INSTALLED TO o ♦ LOT 371 h° Lu i c+ (� . . PREVENT VEHICULAR 0 7 LOT trl DECK/PORCH/ /� W ♦ W W - ♦ �I 3 REAR PATIO AREA J ♦ W W ♦ �I o I � ,,' j ' �� (TYP.) �� a ALLOW ACCESS FOR ♦ Q x I Q IN IT I: Iw W � LOT 86 � i I Inch ;o i I � � " . u W w :\w EMERGENCY VEHICLES. � -- - _ - � �IO �^i � I ,-' , � ,/' ` �� ` I �.' � __ _ � � � � - �e �� , SFAL9 � Z SEE DETAIL, THIS SHEET I 1 - �soo' _ J n: I I ,' � '' I � I OPEN SPACE C� --- ---- --- l; Z J LOT LOT LOT LOT LOT LOT LOT LOT - J TI / PROPOSED 2.39 ACRES \.. " i ♦ A' 1 '' - - zo'xzo' MIN. z Q t--t CL NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf NUMBER AREA sf Qla z'',� iCARGARAGE / = t LLB ♦ GREENWAY TYPICAL , 1 6,618 35 5,444 69 1,554 103 1,837 ♦ W W W � , . " W w � w � � W .. , � ' I I' I -` � I ,' � � (� _ W ��\ y LOTLINE(TYP.) I LOT 81 m Ln 2 6,160 36 5,571 70 2,114 104 2,592 � _ � W _ _ ,\ - - I II 3 I II �� ,% � � � ,' LOT 87 t--t 3 5,944 37 5,459 71 2,086 105 2,868 ♦ . ' \ p ♦ x �� LOT 2 SFA 4 6,482 38 5,516 72 1,505 106 1,835 ♦ w W - - W - W W - W W \� W I`0 5 9,074 39 5,362 73 1,542 107 1,832 ♦♦ u . W .V i _ _ (I 6 8,282 40 5,458 74 1,599 108 1,830 7 6,572 41 6,000 75 2,339 109 1,831 \ ° . ' . . . . . . . 8 10,303 42 3,257 76 1,955 110 2,559 ♦' \ , . ' ' W w v ` �' _-- -ul \ / I- 9 7,873 43 1,865 77 1,453 111 3,030 �\� . w . . W W W " " w w " N` Q �,' OPENS LLu U) 10 6,148 44 1,953 78 1,452 112 1,830 W W 1 W\ \ ° ° z AI LOT \ 3/16" STEEL PLATE WELDED G 11 6,904 45 1,626 79 1,461 113 1,830 �� \ " �W �� \ m� 39 _ A '6 � \ yl LOT 1 ,' TO POST d GROUND SMOOTH t--t 12 5,609 46 2,112 80 1,956 114 1,830 - �� \ \ �'; PROPOSED �� \ ACC Z CG-6 CUF2 ,- 13 5,101 47 2,887 81 1,984 115 3,256 � . W . - W . �� .\ v �` , - x 2-1/2' DIA. GALVANIZED 14 4,030 48 4,417 82 1,518 116 2,861 `� y \ \ y\ ,, / \ GLENBROOK AT STEEL P05T. PAINTED WITH \"/' A 2 GOATS OF PRIMER O 15 3,175 49 3,438 83 1,539 117 2,001 y \ V -� ? �- FOOTHILLS Lu / W . . . . W \ o \ AND IN5IGNIA YELLOW 0 16 3,987 50 3,448 84 1,567 118 2,040 �'� - w �� \ ��- �'��/ PHASE IIB 3/4" DIA. STEEL PIN W/ HEAD t 17 3,996 51 4,700 85 2,144 119 1,636 \ , W W W y W y W \ y W \ / - j J 18 3,240 52 4,513 86 2,049 120 2,045 \ . W W\y 4 �� \ LOCK LOCK 19 3 240 53 3 378 87 1 503 121 3 171 \ \ LOT O O 3/8" DIA. HOLE FOR Q / \ W W.W.WWWW W W W W W W. W.W. W w w V� \ \ / CN.I.C.) '� O Y \ w. '° ll FINISH 5URFAGE 20 3,996 54 3,370 88 1,500 122 3,787 \W \ PROPOSED R/W \ 1 / / pp O 21 1,911 55 4,130 89 1,501 123 2,183 l O 22 1,470 56 2,625 90 1,504 124 2,180 23 1,470 57 1,537 91 2,379 125 2,180 \. \ 1 io° 5 6P, \ / \ / 3' DIA. GALVANIZED _ ;• 1IT .19 ca 24 1,470 58 1,549 92 2,303 126 2,180 ` W ' W . ' W " W ` W ` W ' W ' . W \` \ 5, J v z ` \ \ '1 '/S�pE, // 5TEEL ABOVE GROUND 25 1,470 59 1,550 93 1,504 127 2,924 \ 1 . y ' �� - A PORTION SAME A5 POST) Lu \ �' a V Lu 26 1,470 60 2,191 94 1,503 128 3,249 Lt ' ' CONCRETE FOOTING ' ^p w 27 1,474 61 2,354 95 1,501 129 2,180 1 y \ LOT 1 / / c _ ' \ 3/16" 5TEEL PLATE WELDED - I m 28 1,925 62 1,567 96 1,500 130 2,180 ; W W " . W ` W \' \\ v \ TO SLEEVE 12' JOB NO. 29 4,757 63 1,554 97 2,066 131 2,177 / 1 - . - W .. W W W W W W W - { W w " w \ \ 1 / 30 3,416 64 1,532 98 4,443 132 2,152 DRILL112066 31 3,394 65 2,250 99 1,997 133 3,199 / 1 ' , " \ \ I \ NOTE' BOTH THE P05TDAND 5LEE ER FOR SCALE 32 3,360 66 2,351 100 1,906 PIN PLACEMENT. 1�� - 30� 33 3,325 67 1,643 101 1,858 / \ 1 - W W W W W W W W W W y W W 1W - W W W W\� W W \ 1\ NOTE: SEE THIS EET AND SHEET 5 FOR OCATONS OF SHEET NO. 34 5208 68 1 595 102 1843 1 \ a BOLLA S ALONG HE EMERGENCY ACCESS ROAD 4 W W W W -- W686 W W W W W W = W 678 w 1 - ---- - ---.- y - - _ - -- ---b84------- --- I _ — d W a — W I W _ W W W I -- - �-. W � ` _ --- ---- �SCOTT R. LLINS�_ 1 ---------------- --- - _ - W --- ---- - -- - - - - \ W . �.� . . � i -� -' - U Lie. No. 035791,a - - W W G w W I I 686 ' _----------- W W LL W W W W W I --- � ,I � 03/22/21 I � L I W W W W W LOT L0 W ` . . " °W° T LOT T iOo 11LOT W W W W W WW 116 1 W 7 121 W W y W 3 HD \\ --__ -- AHO , 3H0 i 3HO LOT � LOT I I � -- I - � � v �w � I � -- 'i LOT ��4 LOT 112 1011 I ( 1 � � I 1 LOT I I '- I II I I J 3 1 11 I I ��5 110 log LOT LOT -- it I I � - I , ',._ A ; -_�_ • 1 •� -. 1 I LOT , - - - - i 108 1O7 A. 9' G \ ' 106 LOT / 1, - 6;-� \ \ � \ b`F -----------------I_ I I - _ .--674 - - _/-- __ I I _ - - I - - - �9 - -- ------ °4 LOT -T- --4 LOT- - - _ - _ 102 LOT _ - - \ U) i IL L T -- \ a s,.„ ---�, I •°�„� _ s - 00 LOT i _ I // \ V A V m / O `n o 99 LOT F�1 - a • U,9(v — z n I m O H-- 61 96, I W W I r< � I 1 I I IW W W y , _ \ � •;�' , ' i J � I Y w W W - W LOT 1z3 * I W W W W W\ I W W. .. W WW W o C I, I -II I w -�I I I 'i aI ( W'W W W WWWW W W WW Wy• w W 67W .W�W w.W 6W_WW WW .W W WWW. W.WWWW W .WWes. • W W WW �'. W\ \\y 6•ry QO 'T------ Nr4 o � � I � •i I j i III j 14 W W � W W \. W W "- � I II \\ \ _ - - � o fi _Ic�n LOT W W W _ 6 I I LOT 1z6iC LOT LOT II 97 6 LOT LOT 9 95 Q o LOT--y?%-'- \ \ \ ✓ �R - - - - c� Z 3 fi 94 93 / I LOT 1z7* I II + -- -- 9z I LOT W W \` !_. \ \\ \ 2\ // / - N I --I o - - - — - 91 LOT W Y W \ - •Yt —j 90 LOT \\\\ / \�\ / � � W J o_ I H I I \ 9 89 LOTJry\ I a r +�• 8 LOT / g LOT O � L _ YO .. Q LLB 'o 1 , / sLOT Ij / --- I I - I II _ j �,�,M� A �� LOT 1z8 * I I / LOT LOT f =' - '� 5 6�? \� \ ',� (> - _�, 8 — y I F 5 57 L 8T LOT i % - ' \\� s /l / `l L84 LOT \ \ - - - - - - _ _ - LU Q o I 5 ; s 6 I 59 LOT I ; , 6�2 /, \\ --, - - - F- 3 I83 = -- - ~ 6o I � LOT ��'- �, I i I 1 s LOT 82 , LOT I I LOT \ LOT Q W W \ I I ��. / .. _ I • I i i i _ W v W W �' � _. I , 63 LOT r , 81 LOT LOT - m / / // / 6, • \ ; �� —._ o Y '-' z W W h-I — � ._ W W W W W - ter' �� ' / •s �.. i • r W / C - - � � 79 LOT � W��. 1 W \\ . 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A , �,` V _ 6�,-- SHEET NO. 30' 30 oO 7 _ GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED ,° SM-g: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 CONSTRUC77ON 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 SUBBASE CONNEC710N TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 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 77?ANSPORTA77ON (III THIS PLAN AS DRAWN MAY NOT ACCURA7ELY 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 CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECIFlCA7700S THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AN TA R T OTHERWISE D S NDA DS OF VDOT UNLESS NOTED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WLL BE FIELD VERIFIED AT THE TIME OF J. EROSION AND SILTA77ON 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 CONSTRUC77ON. 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 FERTILIZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.• 1 (HORIZONTAL: VERTICAL). 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.-I 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 77?AFFIC CONTROL 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 TRAFFIC CONTROL DEVICES. ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 8, UNLESS 07HERWSE NOTED, 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 IIL 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WiTE/ OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONS77?UC77ON 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. v. 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. EXIST. GRI 1'YYIGAL 1VLIGh'1�OXHOOD S7lT,'LL7' SLZ710N (54 X/fT'/ TYPICAL PUBLIC STREET SECTION (ARBOLEDA DRIVE; AArLEE ROAD, A RYERS )I'AYA & BARIfLEY COURT) 4" CONCRETE SIDEWALK EXIST. GROUND 3;1 a" wor 2TA STONE BASE EXIST GROUND 1 5 CS -SS" RSSIDA'AJ 4t lUXA'D USA' SUDDlI'ISlON STRA'AT 4,111 N SPArV' 25 J/PN P.7RATNC DNA' SIDF ONLY NOT 7V SCALA' 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. NOTE: PROPOSER LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CC-6 1 3' CURB & GUTTER CLEAR ZONE T I 2% 6. PLANTING STRIP 2% 4" UD-4 1NDERDRAIN BASE _4. 12•- BIKE LANE (TRAVEL LANE) 36' F/C-F/C 61' POINT OF FINISHED GRADE SURFACE 2% 4" UD-4 SUBBASE 12' (TRAVEL LANE) CG-6 CURB & GUTTER 3' h-2� CLEAT R ZONE 29 lND GRAIN* 6' PLANTING STRIP BIKE LANE R/W TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R/#Y) PARK RIDGE DRIVE (PUBLIC ROAD) CS-SSAR RESIDENTIAL & AfIXED USE SUBDIVISION STREET DESIGN SPEED.• 30 AfPll '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' WIDE CONCRETE CURB & GUTTER POINT OF CG-B SIDEWALK FINISHED GRADE CURB &GUTTER 5' WIDE CONCRETE SIDEWALK\\ /f 3r 3,1 EXIST. G'DUNO pR 1x SURFACE TX 2 EXIST. GROUND 3;1 8' PLANTING • •,; -'° 6' PLANING 4 r S1Rw STONE BASE q 4' MDNE s1ADT7 SUBBASE 2 T SE EXIST. GROUND STONE STONE ggSE ggSEEXIST GRDIU�\ T O 6 6 2.5 Z.5 6 5 Tv 10' 0 (TRAVEL ME) (TRAWL LANE) 24' F/C-F/C M 49' TYPICAL NEIGHBORHOOD STREET SECTION WO9 ' R/r) LEEIIA.if STREET & Jil"I Y DRIVE (PUBLIC ROAD) CS-SSAR RESIDENTIAL & dfIXED USE SUBDIVISION STREET 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. GROUN\ ASPHALT PAVING - MILL/OVERLAY NO SCALE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �1111111111111111111I a • 141101'iI `'•'iI `'•'iI `'•'i I1 1 •1•• .40 ffi l IT NO SCALE POINT OF CAL FINISHED GRADE cc-z CURE )/a'• T' t/a'• T' q--24D0T STONE 4" WOA r gICC Y1 t0' t0' save 1' (TRAVEL LANE) (TRAVEL LANE) 1' BASE 20' F/C-F/C 22' PRIVATE ROAD R/W TYPICAL ALLEY cc@ PRII/ATE STREET SECTION - 22' PRIVATE ROAD (PRIVATE ALLEY / PRIVATE S6T)?TZT) 15 VPH 00PSICA" SPEED NOT TO SCALE TRAVELT PAVEMENT WIDENING A EDGE OF EXISNG PAVEMENT AS DETERMINED IN FIELD) TACK MAT THE PROPOSED CONSTRUCTION jawE%ISTINO ASPHALT LAYERS PROPOSED ASPXALT LAYERS -------- EIOSTINO SUNRISE-------- PROPOSED SUBBASE ------- CCRACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH MWOWD ASPXILT MEANING LAYERS ® PROPMEO WMUM I / NCH TACK ASPHALT SURFACE COURSE IEEE NOTE 5) A A9 O" 12 INOMB9J <O�S ASEE AS E CESSARY TO ABUT THE PULL THICKNESS W EXISTING ASPHALT LAYERS NOTES L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN W ACCORDANCE WITH CURRENT MY PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING BRIJ MEET OR EXCEED THE DEPTHS WHO TYPES W THE LAYERS W EXISTING PAAE . SL AFACE DRNNME OF THE EXISTING AND PROPOSED PAVEMENT SNKL BE ADDRESSED N THE PAVEK]1T DESIGN. 3. PAVEMENT LLAAYEERS. COWS EE CDME9 L$HALT BE SPED N THE PRIMETTHANFS00 FEET APART. LAIC TO DETERMINE THE TYPE AMID THICKNESS W EkIBTIXC 4. TIE ADJACENT TRAVEL LANE SHALL BE MILLED A MIN" DEPTH OF IRSEI/+ INCHES AND REPLACED WITH AN ASPHALT SURFACE ME TO MATCH TAB: P&WED PAVEMENT WIDENING SURFACE COU. LNFSS WAIVED BY TfASPHALTGLB EXONEER. 5. THE fN01KfR MAY RfOURC THE WILLING LLING OOF THE f%RTINO PAVEMENT TO R ADJUSTED TO MCI AN ACCEPTABLE PAYMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MMONOS AND "Kant WTTWN THE PROEM UWS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE MOINEER. T. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE RECAEMENT6 OF SECTION 315.OSIR) W THE SPECIFICATIONS EXCEPT THAT AIL. ARTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRA'GHTEDGE IN ACCORDANCE WITH THE REOUREMMTS W SECTION 315,07a) OF THE SPECIFICATIONS, ASPHALT PAVEMENT WIDENING »=F�EN�E" REv 11Io7 FOR WIDENING SUBJECT TO TRAFFIC 1p5 305.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 201 E ROAD & BRIDGE STANDARDS CG 11 NOTE. WN A PEEESTrBM ACCESS ROUTE CWSSES A CWERCML FWRMCE j r1E CROSS SLWE SHALL SE xx FGR AwOTH a s FEET. SA TO B[ ,% I A� SASTEET ... SA:- sAFNGNG G AS xNNLINE ROADWAY (SEE MITE 3) GENERAL NOTES SI sHOMN ON PW1m q _ _ _ _ _ _ WAD. TO xE AR 9WWN ON PLMSI L 'APEX USED 1. UlyU..T WITH ST.. CG-S AN C Ili THE MINE FAZE AN THIS AT ... 5 6 To BE ADTO IMTCH THE MOUHTMLE CURB CME, Pi CG6 WNFIDIIRAigN. / IEEE MO E `--- SCEWKK ]. SEE STANDARD CG N FOR CPR PUMP DESIGN TO BE USED WITH THIS STMOAW. sD xuK AGE E ---- NOTE SI a CPTIONK UNPAVED SPIRCE 3. NWEINE PAVEMENE SHALL K CONSTRUCTED TO THE y, FLd• LN,E }--- R/W LINE (EXCEPT MY suSEAL E SrMLIIATEH E NISPI RETTRED FOR MMUK PAVEMENT WHICH CM BE ANIN THE EIXTAMCE.I EXPANSION •B4T A. R.bMt CURB OR COMBINATION CURB WHO WI TER - - HATE: -B" y-D'• aR AsN WH.INE Ro]DWAv SHALL TNT SE CGfiTRUCTED BEYOND THE R/w LNE EXCEPT FOR NE9LASMENT PURPOSES. HOW OX TYPICM SEGII[N�m SHOx . A PLAN VIEW ENTRANCE NOTES S. ftM THE ENTRANCE RMII CANNOT ACCOMMODATE THE OFREMECIS ANTICIPATEDY 7RUCK TR DCIRBVRAMPS WALEE PRIMARY SLOPE TRKNNG THE DEPTH FAR 'MTHW #K LAILS aF T.L .SHWLo BE M' PMA IC CURVE NNTRMCE aBY, MLREMED To 7s OFF CG-Li) AGE Or PAVEMENT ORE OPTICa0w LINE GIWICE .-,- p m - - B. FLMs Wrc To INNtMs WHEN CarvsrRucrinx ff A FLOW MWALNF ROMMAY _ [g, - _ NOTE ]) LINE IS RUWI '. T] PROVIDE P09TIVE DRAINAGE ACROSS THE ENTRANCE, BR MAX. 0 ®� T. THE DURABLE AND MNUMM ENTRANCE GAME CHARGES 'MUM GHMGE D TDMIME.ET HEY VALUES ME NOIN IMF ''T MPUCMLE TO STREET CONNECTIONS. vM zO'uNYlu FOR <oMMFRPAL ERANcf INTERSECTION VOTES B. WHEN co-,, B USE: FA STREET CONRCTIONS THE m CONSTRUCT GRACE CHANCES WRH 1 PMA9NC CURVE. WNECTICN MUST BE SIGNED IN MCLNOAT.2 Am, M$*NO POLICY MO THE APPLICABLE KWIFEMENTS SECTION A - A OF THE D.T VICE A01M . VALEMREDHkCREEWEL BTaPxc V. FLOWLIIE MAY REWIRE WMNRN A FIG HT. DRINALE VJRrKN OF wrrER To REQUIRE POSITIVE DAMAGE B .1MROSs THE INTFR2cnoN. ALLOWABLE ENTRANCE GRADE CHANGES ALMS M Y IXESI CR4ffTE , - SECTION C-C NOTE: ALLOWABLE ENTRANCE GRACE TABLE 6 NOT APPLICABLE TO STREET CONNECTIONS SING cA]RH -,VDOT REFERENA METHOD OF TREATMENT ROM Aw exocE sTUDARos mz :CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) 1 IEVSON DATE 1 SHEET DF I VRPNA DEPARTMENT OF TRMSPDRTATICH G]/6 1ODI.01 201E ROAD & BRIDGE STANDARDS CC-4 NOTE = CMMNENT3 OF LAB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK WEPTH A INCHES. AREA W SQUARE YMM GENERAL NOTES: CU DERB wrvEN REOVIRED (GIG-3 OR CG-3 IN LMEM FEET) TECTABLE WARNING SURFACE AREA IN SQUARE YM W 1. THE DETECTABLE WMIRW SHALL BEPROVIDED BY TRUCCATED OWES EA H or THE FOR ETEMHSC6 A SEPARATE CUT R.MP. PAY ITEM ND SHOULD R. DETECTABLE WMNNC SMALL AS L BE FROM THE MATEM$ APPROVED T FOR OFTFCTARA WARNING SUFALES. PRODUCTS MET UEFA SMALL MEET REQUIREMENTS OT THE SPECIAL PROVISION FOR CO-4 DETECTABLE SCPJ RAW 121 MAXTEE Ba YAx WARCIAL DISURFACENINGAND OOx BE SUBMITTED TO THE STMOARDS WHO 3. SLOPNC SALES OF CURB RMP MAY BE FIGURED WNGL17HILMLY WITH RAMP 'LOCATOR BY WING PERMISSRLE CONSTRUCTIW JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR 6 PRECAST. HOLES MST BE %LANDED FOR DOWEL EMS SOB PLATED THAT /OJONINS PLATED SDEE CM BE CANT IN PLACE MITER PLACEMENT OF FAIL NO RARE PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A S. AlWED BASS ME TO BE W.5 X B" PLACED I -CENTER TO CENTER 0.ONC FLDM PERPENDICULAR NTH SEE aF 711E' RN1P MO -DEPTH OF R FLMR MIMuuM YWITER 6. CIA ] CPR AND SLOPE TRNSRONS AMACENT TO CURB AMPS ME IMMULfD IN PAYMNT FOR CAR ] OURS AND CUTTER. 9'MM T. E5INJ l0ARE� LOC�A SHOWN ON THE PLANE AN AS BLg9HE ODHE WIDENING ATS NTERMCCTIONS WHEHEI'ERQ M MCESABLE ROUTE WITHIN THE MIGHT OF WAY OF A HIGHWAY FMJL17Y tM CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK Is EXISTING PROPOSED, THEY pR NONEXISTENT. MUST BE LOCATED WITHIN PEOESTRMA CA SSWAXS AS SOWN ANBY AND W HOWLOCATED VEND EG MO SWLIO NOT RRD UR AS STOP TYPE B LIAR XIS BE VEHICLE STOP LEES IXISTNC LIGHT FAME LIGHT. HYCRMTB OROV INLETS, ETC. ACCESSBI ROUTES PROVIDE A IDMIM)Ws PARALLEL UNCBSTRIIbTEO STABLE, FIRM MO BUT RE56TMi PATH CONNECTING AL K,'4•(i FACILITY THAT CAN BE APPROACHED. ENTERED Mrv,RH AACCESSIBLE ND USED BYLLI{DESSTRIµS. E. RMPS MT BE PG ROO OR MOMSSWALK THAT # 2'N`^1Nn�A/AAiYeM N A :vS:N IT THE WRB OENINC IS PLACED WRxN THE LINERS OF THE CROSSWALK NO IS LA HE LIMITS F THE R THAT TIE SLOPE AT THE CORECTIW OF THE CLIMB OPENING IS 4:1� i R PEWPENXCULM TO THE CWB. 6. MRI B. TYPICAL CONCRETE MEWKK 6 4" TRIM. WHEN THE EwAM10E RMICA ACCMNOD MITE THE TAM'6 REOUKKNTS OF ANTICIPATED HEAVY TRUCK FWN TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK THAFCI FOR CONCRETE DEPTH. ATX.2 HIGHER THAN OF PAVEMENT TO MASON CURB RAPS ME USED W CONJUNCTION WITH A SHAPED ROE PATH. ME AT XX . SAME AS TOPOF CUR THE MNIWM WOTH aHkL SE RE WIDTH O THE SHRED UY PATH. O. WHEN ONLY ME MM RAMP IS PROVIDED FOR TWO CROSSINGS LOMAT y TYPE C A 4'X 4' LADWE AREA SH LL BE MOVINGTO MMEWER A wxFFLcxuR TIE CROSSWALK WRHT GOING INTO THE TRAVELWAT.THIS 4'II 4' W PARALLEL 6 PERPENDICULAR AN AREA MAY NCL W THE TTER PAN. LANCNC RADIALOF 4. 4L CASE ORB RAPS WCONNECI A NASAL SE CASE TRUNCATED DONE n R•-i' - -C "S31. TRANC ETECLA CIAB AT ENTRMCE9 OR STREET CONNECTONs THE OETECT0.2E A JAOVP .+I iL ATnEERSECT AS RECOMMENDED URER TANGO o o Q o o D THEeACK OF cwB. AO000 0000000 00000 0000000 -j L,VDNQ RAMP H o0000000000000o a DO DDQoo 000DDD GO GO OD000000a Po 000000000000000 OF SASE .� DIAMETER65Z 000000000000000 DETECTABLE WANING d AT BACK Or WHE am NOTE 12. vMWxE FULL WOTH OF RAMP RADA PAY LRMIiS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL PEFFRFNCON NV CG-12 DETECTABLE WARNING SURFACE RAW AND MR,mE STANDARDS SHEET 101 s PEVISPN DATE (GENERAL NOTES) 2 .05 1 WITS VWGNA DEPARTMENT OF TRANSPORTATION 502 2" SM-9.5 SCOTT/R�LINS' SURFACE COURSE Lio. No. 035791 n 1" BINDER �� •0 03�22�21�4 INTERMEDIATE COURSE 'P T 21-A �. / %\/�%�/ �% % %/�/ /\ o��sslONAL E�O� BASE COURSE /�A/%ll /�Q��A/v' / COMPACTED O SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE 4" COMPACTED AGGREGATE BASE COURSE, VDOT Ii 21A 2" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE �1 CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PATHWAY DETAIL NO SCALE (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE H Of CU Ilwart Line En R 1 IT31n In TRIAL r Rifl6in T 12 A 1 F `}a L o __ -- N-i Builders Option: Aura may be mna". � Bottom of curb may fallow slope of / subbase provided a minimum delpfir- of 7lncines Is maintained. I Itoin 2R0M Rolltop Curb N W NOTES: 1. THIS REM MY BE PRECAST OR CAST IN RISE. S. CONCRETE TO BE CLASS A3 IF CAST N PLACE, ON PSI IF PRECAST. 3. COMBNATXR CURB L GUTTER HAVING A RANTS WINO PAID FEET mFOR SAS RA�DIALL c FACE OF CURB D MUTTER. 4. FOR USE WITH STADIUMS OKWORADED DRAINAGE LAYER, THE BOTTOM OF THE CJR L GUTTER SELL T CGBTM= PARALLEL TOTHE3GE OF SUBBASE comets AND TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE C MA FOR TK UY OF CG-S IS BASED ON ROADWAY MMSFR:ATIM AND R 1WNE ROAD �'GGN SHOWN IN �CCTION ON GS URBAN STANDARDS. D, • INf D • • D � D � D � � D, IF • D , • D D , _ _ _ _ _ - A OF THE TOR �-I COMBINATION 6" CURB AND GUTTER RO D MD BROGE STMDMDS ffi RE'ASDN DATE 9f1EET 1 OF 1 6W VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. TIRE REM NAY 1E PRECAST OR CAST IN PLACE E. CONCRETE TO BE CLASS N IFCAST IN PLA.E. SIGN PSI IF PRECAST. 3. CURB HAVING A R/OIIR OF 3M FEET W LESS (&OW FACE OF CWM WILL BE PAD FOR AS RACIAL CURB. 4. THE DEPTH OF CURB MY BE REDUCED AS MUCH AS 3' (b" DEPTH)OR INCREASED AS MUCH AS S' ND" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WELL CONNOTE WRH THE TOP W A CMTLSE OF THE PAVEMENT 9 STMCTME NONEADRIS�IEMIT A THE PRE M1 9 TO SEOY f FOR A DECREASE OR AN INCREASE N DEPTH. S, CO-2 IB TO BE IAED ON ROADWAYS MIFFING THE REO"WWS FOR CG-6 AS SHOWN N APPENDIX A OF THE VDOT ROM DESIGN MAWJAL. IN THE SECTION ON BE I.WBM STMDMNB. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENEF STANDARD 6" CURB 1D5 51 VIRGINIA DEPARTMENT OF TR.WSPORTATION ROM AND BRIDGE STANDARDS Vl Z z 0 O� ~A U) l o U F�1 z \ o > / LU Uj Effie _U W " TO V! N W" Fit Em TINT LU /� Un V / J_ J Q w H 0 A�N H� W 1 L T H� W Fi O U) z R< / LPL J 1® I`L`1_ IM W ~ W w J w W K1 n JOB NO. 112066 AS SHOWN 9 0 cc \ OVERALL SWM PLAN FINAL FUTURE BUILDOUT ■■■■■■■■■■■■■■■■■■■■ -- / .. SCALE 1"-200' - - : ♦� D� / ♦ / .. .. .-J \ .::... \ i' ♦ � r� - _ _ -_- .--.. ... ....-..' I - I I I -♦ ___ � �� I T I 0SCOTT R. LINS_Z LOTaxsx LOT - --- _ \�\ I / \ -- ' - p:,< ♦ / i - -- - --- -- - � \� ' > r iol ,T LOT LOT io,- i _ �♦ '+ Lic. No. 035791 .'� LOT LCT < \ \ ? � lee 9I 96 95 LOT LOT i _ i I 1 \ 1 ----4- F I I 64 99 `°' \LOT\ \ \\ \ _ ♦ GRAPHIC SCALE \ -Z -� TO - - � 0 03/22/21 P OF I LOT "LOT LOT ' Lor _ � - � / / / � � -Y- 1 � _. -F -, ° \ � / / � � - g - - _ 99 LOT / -� \ \ \ - \ / ' / ♦ ' 80 O 40 80 160 - ) 091 ag I I `09 TO \ / - SS \ \ LOT r < IONeT E� I / Boa LOT Jm : ■_ _ - - "'� Lx�, / / \ ♦ I " _ _ - I t _ _ io6. LCT �- - u3 x p ap �'/gar _ ---.- ��e-��s'�' _ ---------. I _ _ ( � � � A. � -^. / \ ♦♦ \ Tv � IN FEET - � A of 1 Inch 80 ft 'T ,iT . I _ / ss 7�'°`_� s ♦ \ = . ap-p LOT Lo L'LOT 'IT OT • LOT - - - '. �-e s S ---- - �1T 162 :, - 7./ \ , l _ ] _ J`�• ... .. .. .--._-.--r- __ _ _ _ � / 11-�� .,\ OP€N SPACE .\ . LOTa- � .. \ ;] _ r!..__ _-\ :_ _.-:'. __._ _- ______. I �,. ■.. ��._.. ;�. / � \ ...:.328 ACRES. - ...... \ __-. ,..-_ ,, .■. -- --_ �'� // \ 7 \... S ............. ......... I I -_ _ /I�e __�-, _ \_ / ., /: e] LOT -- _�\ „ / % / . -. � ■ ■ ■. _ _ •.� � � only >PAec_. I _ - a ', � � \ \ I-� �... . I - >": -C" 69 / - -_. - - - � -_.vLOT _,. / .:/ ^_� � .l-.' _ -_ - -. __. // ,� l0.2T ACRES OTap Lor F _ / ]x Lol �, / _ LOTxy LOFo3 I \ -, \- \. �A "mammon■ � _-. •r. .�/.:� \ 1, \ \ \\ \ \\ \ Lo•� / \� \ ]3 I LOT 74 _ , �. I \ \ \ s3 Lor x ! : \ ]y oT / \- LOT a9 SFD---Lonz APPROV I I` F I OPEN SPLI / � v -- /!.- -i \ \ \ \\ O fir' � / - " � � �r- �: �- /.�. ,% / I' Tz T\,.n.09 AG�E5 ?n �/ LO Fq 6. ' ♦ '-, 1 1 \ f- _L- n;.� / sw_ FINAL DA#1A v I y Lor ze / /21,64 C. I A P� LOT 132 5e9 \T 147 '•�• V A / ,,.. CN 80 & T =0. rs. Lo s7 i SEA sFn: A \ U LOT,, , A�� A / , LOT x] ' / / LOT-/6: / /.. D I I es a @@ A +� ,. A \ w /. ,:.'1 on] , /' --" sFo / ! �lLOT133 _. SFA/ - / LOT / ,SFD LOT68♦ \ ' \ LOT 134 ......... SFD sFA /LOT 1^ls I SEA LU s \ \ -- ,en / \/ n LOT 62 �i '. 'SPACE "Fr , \ \ \ W ' / / / LOT 78 \ / I n \ `.. 'LOT A '�. O AC - Yp a7 # \ SFD _ : sse SFA \ `\ SEA G -'O.W RE �. l \Elf I � i \ I . ■■■■■ ■■■■ ■■ ■■■ \- l /, -" P : -,r / \ /' / - ....n SEA \ @ i" LOT 136 ■� J _ I �..\- p / ., ^\ sso\ /O,i SEA L I c I_ \ ■ - ,_,` , \/ Tull'? Lorca / \ LOT Lon? SFD / " o ss � I - ......'' ,... .. .• {� � ,.i. II !,.'.m I I Outflow Summary:(2-Year Storm Event) APPROVED -1 LOT 3c / n '\ LOT 137 a' .¢ '. I. :' d :o ff Lw�e ,1 SEA �'.'.' - Pre -Development Post -Development � -..- .. ) , SFA P p ;a, .,._r Lorca3 SFD LOT 79 \ LOT 13ll \\ \N. ',,� .. .... .;. .` ...a � .. ", ,.,. ,. /,.. -SFD � SFA\ , ff 4s. '.'.,.'. .\'. ,. \ ♦ / 648.44 LJr;z / T_ LOTA [p:., .... ��:..� li � �/ I LOT 80 SEA \'\//[ �/ :� / -- _ -i .\ •. \ --. / / - -.. - y / SEA LOT 139 .: ,"> / \ .... - ♦ \' \ :. ,,P :C, �/ LOT 3x / ♦ / \ / �`"x, .<. - i .: 4. \ SFA OT 729 / 1 � y /1 0 OFO Fybl�4EL 1 / / \ / sue' \ i / / ♦ \...\ i \ oT ,, ♦ o SEA `, \ / LOT DA'1A' 8.49 cfs DA'lA' 0.98 cfs DA'2B' 1.89 CfS DA'2B' 6.97 cfs DA'3C' 1.81 cfs DA'4D' 2.25 cfs 90 F CF wj LI ('LE . : / t o�. r / \ \ SFA i \"- -- - \ ;, \ ♦ y. / r / Lor33 ,? / / Q" a .' _ cw . Lor 6 '/. / \ I / Total= 15.46 cfs 6.93 CIS / ... \\ \ - , . s., : � y \/ ' l l ♦. �_ LOT 6t xp ;' . .f:; .;.;.,.:. .'.f i 1L? \�. \ / 1.' / - - \ \\ \.../ F../ : \/; - `" \ /'/ ,- ...'.L ,, SFA'.. \♦ SFD T14 \ \ Z. \ - /'/' :. / / // Lor9 - i . �J :i• Q .. .I/�` \ - ' �// \ / / LSFA 1 \ `1 :'.'-'..':.. \♦ l..!. 7 /..__ l J F ..OPSNSFACq .'..'.':, '..s�:,, `.y SEA/ ,�.... ..... 'SEA APPROVED Outflow Summary: (10-Year Storm Event) A O , ^ - _ C > Pre -Development Post -Development LOT 4m !'a /\ OT14z J _1 _ \ , SFA 4 LOT 144 j � SFD ,` Q -100' OF OLPw/A �LEV.=3' & L _ S ii LOT126 \ � I LOT! ' ,< f:. 165'OFCFw/A LEV.=S.:-' G tip SEA SEA \ " \ �- �� i. - - % T 83 ° . -. {...... \ ,. '�`/` OP O f LOT 124 \ - a SFD C, / 4 SEA `•.'. '-1 Lu N pT pT � M CD APPROVE FINAL 'I' OT,, 't_a - - -- ♦ J0 ,I ,'Lor97 /LP \..' ::c:'i::''F : i r° :j. / Total= 53.23 cfs 32.63 cfs I ' LOT r :�" \\Q SFA LOT 123!.-/ \ BUILDOUT A# 1 = - SFA j \ - LLOT , I1.1I1j'� f \ \ \.'s.' I I _ _ I I __...-_ -_ _, : i � .� l� ♦ LOT 84 SEA r _ /� •♦� \ CN=76 & Tc=O.� Hlrs.\ sFo - - - \ \ PROPOSED FIN L 1 oT36 - - I � : \ \ /; ° , ''. .a:'.. aid � �. \ LOTa \: -UILDOUTDA# oT1zz - ' ,- n / LOT 94' -_ I'� �• � ■� .: /. � \\ � \ SEA v fir. � ' � ♦ / , I LOTS I 666 I 1.34 ac. I - - - .. �' ,n LOT as - / I I \ /, � LOT se � /T 1z ��.� � J0 ♦♦ � SEA _ \ / / A -,P 5 & Tc=0.30 hrs.l sFA \F `1\,\\ Lol - \. 1'. ♦"..... LOT flB L-0"F89 ,a --:LOT SEA. \ ' // \ LOT 99 \T120 ,' (.1 .1. 4�'SY` / I ] \ : •+�' \ - SFA- TOV 90 .92 \ SFA \ / y 6 _ a\ ♦ I' Lorg d ♦ \ , 'Y j• -SEA _ _ _LtrT 91� I \ \ \ SEA (GP PQ-' -'h / T y . r SFA -SFA-� \ / S€A: V , v LOT 100 s� / / _ .......\.. I sss' I ./ FA ' i,\119 / ..... \ \ \ // SFA _ , co � i .'.'.'.A'. LOT 101 S �v - / N �. SEA \ ss^ / ?9 , .. .'.'_'.'.'.'.-..'.'.'. AV - ... , A i LOT Br LOT 102 s � $FA w V A / l' / \ \ , 1lz LOT118 / \ V r, r -- &-0.19hFs��- ♦ 6 C / OPEN " OPEN SPACE LOT 112 I I C \ LOT 103 \\ ese. _ SFD \-' � � �•♦ SEA LOT Ill LOT 110 P.09 AC SPA \ \_ - �. �S LOr39 " %., "O" SEA LOT 109 \ \ \ - . 0.09 ACRES I SFA SFA LOT 108 LOT 107 ! \ LOT 104 O _ ,.c: ✓ i / _BUILD A #4D\ 'I\ iJ ♦ A .'�,J` \ "1 I I SEA I SEA n SFA\ lG ,S1l / I / Q,1- LOT 117 LOr TOO - SFD �'✓ / A ! / \ CN=78 & T� 9h r5.\ i"" i \ y,' ... \ ........: I I SEA \ O�j .rQ\ Loan\ SEA Lor 116 \ \+`" 'C� i / +■ ■ _ U W �.. � �� / �,,., ROAD � E- - - �.._,.., �00' O LF w/ A ELEV.=3 a 9 f 168/ W A ELEV.-4ILL T, , LOT 116 / 1I LOT y. ' \ \ !' ;'^ � -'�� / SFD ./'. /C \ \ LIJ 'r \ ♦�� LOT 11a ♦ ♦♦ \ ! J _ ■, r ' , _ / / Aso /.. LOT I■ ♦ \--,,,,� \ / W _ a SEEM - -- - GLENBROOK�rLP. •� ♦ v �/ \ (- 95 .... X007 \ -: ♦ \ - _ / / 0 Watershed Summary for DA 3A: _ �♦ _ 1 vr, �f$ z vr, cfs 10 vr, CIS + / { J / \ \ \\ Approv elopme v - \ Y ed Pre-Dev nt 6.86 8.49 25.44 � Approved Post Development Routings 1.48 1.61 2.39 ROVED FOOTHILL HILL PHASE IV / ' �� Full euildout Proposed Post-Dev. Routings 0.94 0.98 7.58 APPROVED LU V *: ':' ':':':' \ \ . \ \ \ / sso // Note: Per the approved 9VAC25-870-66 calculations, this development meets channel \ 0 )/ protection compliance by having apost-development 1-year peak SCS design storm outflow If less than or equal to 1.48 cfs. \ _ APPROVED FINAL BUILD OUT NOTES: :'. �c a /.,. ;'' I -_ % i _ _ _�� ■ '1�HElAVOUT SHOWN INCLUDES THE ., / - - - e Roadways 188,477sf Uj • / 7�-� sp - CURRENTLY NERREVIEW. FOOTHILLS SUBDIVISION . ' \ .'.'.':'...'... \.'.. / _ _ t I PPROVED FINAL BUILD #2f3 �� uildoutlm Impervious „Oq ways Iu CURRENTLY UNDER REVIEW. A FINAL I I DSldewalks & 300 Driveways us Area 2 924 sf ' I 10 , / S Attached Lots where Half is Captured Sum 4,600 sf SUBDIVISION PLAN IS REQUIRED FOR THE Y 1 J T, DEVELOPMENT OF THESE LOTS. _ _ W '\' PENSPAOE \ :\ - _ - CN 76&Te D:2 hr _� 6Detached Lots where Half is Captured 6,000 :... �I, �. .I„ ^, ..I_ _ cs°I - .2. AMENDEDSWMFAORA MINIMUM E IGN �� .�: '.'.� • l • `�� _ _- - -- -. I �PROPrS€ FINAL'gUILD #. _ ., / 61 Attached Lots where Most or Allis Captured 112,240 sf POND) SIZED FOR MINIMUM DESIGN l^ ��-_ ,.... .. \. �!?'Q?GRE$.... . . /_-_._ Itki d _`-' �, ♦ ! 22 Detached Lots where Most or All is Captured 44,000 sf TREATMvJ _THIS _ :- 1 _;,,"J II�,3,38 aC, _ - VOLUM WASCNT UMEOF68,SING039 HE- MR \N=7 - .24 hr ♦ A roved Foothill IV Im ervious Area 16,085 sf VOLUME WAS CALCULATEDUSING THE474,326 sf VRRM AND ASSUMESTHE FULL BUILD OUT \ f �`�� ,_.f.-�rI - • Includes Park Ridge Dr, GlenbrookSubdvision, Eastern Connector SUBAREA CONSISTING OF 10.89 ac. \.' . - �- - -% II / / / _ ! Road Ext.) IMPERVIOUS AREAS & 10.75 ac. OF L1J ;. THE \ , \ / \.y` ■ ■ ' '<a �'-/\ _ I - \ DA#2B UPDATED FOR GLENBROOK 2 Flna16ulldout lmpervlous Area Summary, - APPROVED FACILITY EXCEEDSMANAGED TURF. THE THTY IS SIGN //yy i' ,,lok�, ','. ;\ ` _ \ I 1I 1\ s \ i (For Water Quantity&Quality Ca l culations) REQUIREMENT. Il . ..,. 4 ` 13 ! _ (Water Quality and Quantity Calculations) 3. THEPROPOSED GLENZE SWIM FAIL II J \��. BUILDOUT WILL UTILIZE SWIM FACILITY #2B, Roadways 97,477 sf \ ' i \ \. \ \ \ \� • ��♦ --1 - C-- i?,iy \ \ \ Y Sidewalks&75 Driveways 27,948 sf WITHIN HE FOOTHILL PHASE IV/V PROJECT. THE EXISTING DETENTION BASIN WILL BE \ , - r•.-... \ - \�-\ ♦i \ / aC.;Detached Lotswhere Most or Allis Captured 63,612 sf UPGRADED. PROJECT IWET WATER Q ', .' :. , , \ .. ,'. ,\' \ 111--- \ \ +\ :, ■ \S\ \ - - - -_ _ - Approved Foothill IV Impervious Area 49,658 sf - 4. THE OVERALL PROJECT SITE WATER QUALITY I �� 6.� �` �., �. , I _-_- --\ \ - - / � - :: Proposed DA #28 Total Impervious Area 238,695 sf MEASURES WILL REQUIRE AN ADDITIONAL (V ` \\ � \ ��y� 1.71 LB/YR PHOSPHOROUS REMOVAL BE \ - I ale ' � I \ \ 551J- -� �o� Approved DA #2B Total Impervious Area 245,179 sf ' - - TMET REATED THE VRRET IN LOAD WILL BE .. .. 1c ,• -' \ \ t - /\\ door Water ATTD FOR Quantity& QuNBROOK2 Final Builtlout Impervious Area Summary TREATEDBYPAYMENTI SHARE n/ � - --/(For WaterQuantity&LlualiryGlwlations) 0 UCKINGHOLE PRO RATA SHARE WHICH WILL / \ / 1 �. / •■ :" / - -��\ (or Glenbrook at Foothills Water Quality& Quantity Calculations) REMOVE30% OF THE 7.89 LB/YR REMAINING N'.-'� 1 ,� v ^o \ - -- - �-- s B nion Drive (portion)& Road A 10,449 sf LOAEXCD FRODINM SWM FACILITY #2B (2.37 LB/YR), = -\ - -- \- Sidewalks& 4 Driveways 5,247 sf ER QUALITY / \ -- F•I / - REQUIREMENTS. ■ 1Detached Lots where Half is Captured 1,000 sf DRAINAGE AREA#3C AND 94D SHALL 3 Detached Lots where Most or All is Captured 6,000 sf RELEASE STORMWATER DISCHARGE TO THE ,C ProposedImperviousCREEK"THE GE AREA TO THE CREEK AING Approve 3C TotalImperviousArea s _5 DRAINAGE AREA TO THE CREEK ATHIS SITE 696 IS 134 ACRES. THE PROPOSED DRAINAGE DA#aD UPDATED FOR GIEINBROOK 2 Final Burlda a Impervlms Area Summary sf AREAS #3C AND #4D ARE 1.22 ACRES AND Y N I 1.04 ACRES RESPECTIVELY WHICH ARE LESS \ - \ (For Glenbrook at Foothills Water Quality&Quantity Calculations) THAN 1%OF THE TOTAL CONTRIBUTING z \ /\ \ - \� 1 /_ -_��\ _y_/� Binion Drive (portion) 7,8085f DRAINAGE AREA TO THE STREAM AT EACH Sidewalks&SDriveways s,8s4 sf OUTFALL, HENCETHE I% RULEAPPLIESAND THE OUTLETS MEET CHANNEL ADEQUACY VARIABLE WIDT WM, F REST,1., �- - -- 6Detached Lots where Most or All is Ca tured 12,000 sf REQUIREMENTS. \\ OPEN SPACE"I;'. __ __ - Proposed DA #4D Total Impervious Area 25,662 sf SPACE ` \\ Y .. -APProved DA #4D Total lmpervlous Area 23,112 sf AND OPEN PACE EASEMENT \ \ \ \ D.Bi5075 PG. 664 s ( RL£NWAYAREA RESERVED OR _ � aim - - - �^ . - s ION112BN DEMA O of T v / - -,- - - / - _ OP -OF �I _ DA'1A' 25.44 cfs DATA' 7.58 cfs DA'2B' 16.50 cfs DA'26' 27.79 cfs DA'3C' 4.01 cfs DA'4D' 4.54 Cfs Q a �1 LL LU � z 06 a z a � z LL.I L I J LU V / ' r..r Q z Off z � H N ' LU I� Q I-i Or- ,� O V / 'V^ v , !-I O LL W ~ LU ,J�'j LU v JOB NO. 112066 SCALE AS SHOWN SHEET NO. 9