HomeMy WebLinkAboutSUB202100060 Plan - Revision Preliminary Plat 2021-05-23GENERAL NOTES
OWNER.• GLENBROOK LLC GLENBROOK AT FOOTHILLS PHASE III
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. PORT70N OF 056A2-01-00-06200 (DB.5039, PG.66) - 0.08 ACRES
J. 05600-00-00-057B1 (DB.50J9, PG.75) - 9.32 ACRES
4. EXISTING RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 1.04 ACRES
(SEE SHEET 2 FOR AREAS & PORTIONS OF PARCELS)
TOTAL AREA:
19.94 AC.
ZONING:
R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT, WITH MANAGED SLOPES
OVERLAY DISTRICT
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 % BONUS DENSITY FOR PORTION OF PHASE 111 DEVELOPMENT FOR
PROVIDING AFFORDABLE HOUSING (SEE PORTION OF PHASE Ill 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) + (7.1 AC x 6 DUA x 309 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 lIll (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 III) = 6.05 AC (30.39)
TOTAL OPEN SPACE REQUIRED (259) = 19.94 AC x 259 = 4.99 ACRES
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE
COMMON USE OF LOT OWNERS IN THE SUBDIVISION.
OPEN SPACE A = 0.41 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 COND177ONS PLAN SHEET (SHEET 2)
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
NOTE.• VILLA UNITS: 1-1/2 STORIES (MAX. HT.=25' & MAX. FOOTPRINT= 1665 SF)
SFD UNITS: 2 STORIES (MAX. HT.=30' & MAX. FOOTPRINT= 2,520 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 INFORMATON 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 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
J. 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
PROHIBITED.
PHASING:
THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING
DEVELOPED IN PHASES TOTAL, INCLUDING PHASE I, IIA, IIB, ///, IV & V.
INITIAL SITE PLAN &PRELIMINARY PLAT
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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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: 10.36 AC (51.99)
TOTAL ACRES OF OPEN SPACE- 6.05 AC (30.39)
TOTAL ACRES OF ROW. 3.55 AC (1787.)
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.
OFFSITE DISTURBANCE. • NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT
FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN
EXISTING UTILITY EASEMENT.
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IMPERVIOUS AREAS:
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LOT 81
SFO
LOT 82
SFD
LOT83
SFD
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LOT 85
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SPA
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LOT 86
SPA
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LGT87
❑.
SFA
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 sl
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)
I
/ OPEN SPACE LOT 112ILOT 111
SFA SFA
0.09 ACRES
I
SITE
BASIN
VICINITY MAP
SCALE: 1" = 2000'
LEGEND
ROADS
EXIS77NG CULVERT
0
0
CULVERT
0
DROP INLET & S7RUC7URE 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
200
EXIS77NG CONTOUR
PROPOSED CONTOUR
pop
240.55
VOOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA77ON
FINAL SITE PLAN SHEET LIST
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS
3
OVERALL SITE PLAN
4
LAYOUT PLAN
5
LAYOUT PLAN
6
GRADING & UTILITIES PLAN
7
GRADING & UTILITIES PLAN
8
NOTES & DETAILS
9
STORMWATER MANAGEMENT PLAN
TOTAL SHEETS
NOTES:
i) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D
ADOPTED FEBRUARY 4, 2005.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
5) 17E TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 10TH
EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT
PROPOSED 31 DWELLING UNITS
AOT RATE - ZJ2 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 III 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. C'>!)-LLINS�Z
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HOMEOWNERS e - �. -- s -- -- + / / w� ,m r ® - - ' o SFA /
- -- - _ s°_-- _ _ _ h / / v N LOT 70 / 11 -666 'piL
ASSOCIATION, INC `� - - -- \ _ - _ - - / + r °s �b �' r '_ LOT 68
ACREAGE: 5.69 AC r.. �'.. _ _ - \ �� / l l 11 m `y l -- - - SFD . SFD I , LOT 61 r.. F^ \ /LOT 134 W Q
ZONING: ,R-GR€SIDENTIAL I - �- ��- -- -- /' j / / / S;--
D.B./PO.:: 3205/626 / T - �s��' - Av -'� --/�." //:/ / Z ® a i� • A �� NOTES.
_
USE: OPEN SPACE FOR THE EX MH PSV OS-16 \ �\\ 656 r /� ; / / / Z ,- LOT 76 / ® � 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED
PARKSIDE VILLAGE . j " --:,'/ - - - ' / / / / ' ' SFD • -66E ,. LLI
SF
NEIGHBORHOOD .i V v --? / / / / / - LOT 69. _
S89"51'11"E 586.85' - r : ; / / / / - � 2. PROVIDED A COMBINATION OF ROU ABUSH & 5 _
ON FEMA MAP NU J
" N89° 5"1"W 108.79' '1. \ ; / / ; / / % ; GLENBROOKAT FO9THILLN89S o' TOPOGRAPHY PR J
Noz°rew9 I / it % PHASE I - BY -RIG s€cTION ^ _ GALE AND LOU SA AERIAL SURVEYS. THE BOUNDARY LINE ��
EXISTING TREE AREA \ Y \ i , i l / i ' l r : •% ' TES.
�- ----- _ \ 57.as' \ INFORMATION IS PROVIDED BY ROUDABUSH GALE & ASSOCIATES.
I " ---- INCLUDESAMIXTURE s`- \� i------- 1 ,; , + ' LOT77 =� �� TOPOGRAPHY HAS BEEN FIELD VERIFIED IN DECEMBER 2020. Lu
/ / ��
- - - - / OF EVERGREEN AND v\ A / 'EXIST, - �I . •) // j% /' / - / / / / / / / SFD A -
- DECIDOUS TREES _ \ \ / i / �mm / % // / / / _- ® r. / 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. ®■ ,
\ /
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THE MANAGED STEEP SLOPE IS LABELED
SFD LOT 79 I'..
_ � III 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM
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' -
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l r / ° /A LOT 80 672
DB.5075, PG.664"' - -
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/0 00-00500 \ \ ' '. .'.\. �. �-.\. '.'. /+/ I / / 20'ACSASANITARY ° LOT 82 .t .'I'�'. I. - \I
OF EVERGREEN AND >' U m - './. \
KIRBY, PHILIP'M EX. 20 EMERGENCY l - Y
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" OR JENNIFERJ ,� \' EXISTING - - - - ��." \ ACCESS ROAD '/ / �- No. Parcel ID Owner Total Acres D.B., Pg. Zoning
y ul
0.2390 ACRES e - / ' / ` DB.5075, PG.664 \ � � � � \ CREEK � " , � �• • \ . "" -. \ r � EASEMENT \ l / � \
i DR 5420 PG 586 \ \
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� \ ZONING: R-s RESIDENTIAL \\ _ \ / � � r�as3.oa \ 1 056A2040006800 DEAN, RODNEY E JR, TRUSTEE; RODNEY E DEANE JR TRUST U/A DID 0.110 4122/202 R-6
D.S. zzzs PG. zsz _ L Y j _ "=13s.e5' \ 2 056A2040006900 PETERSON, DANIELLE ROSEANN OR DAVID LEE 0.040 46011137 R-6 W
usE: RESIDENTIAL / �. - _ \ - / / ® COB MARK & MARIE EVA MADELEINE 0.040 5002030 R-6
- - - - - \- - - --- _ - EXISTING BOUNDARY OF •
LL
c,c,` REZONING AREA (ESTABLISHING ,
-__ / / -----_, _ THE BY -RIGHT OF /-\
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SULLIVAN, JAMESJ & - \ \ -
' _ / EMERGENCY ACCESS ROAD R-6 PORTION WITH PROFFERS �' \ 6 056A2010006400 UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 R-2
- \ \\ PSV OS-15' - - ' • \ r PHASE OF DEVELOPMTO BE RELOCATED ETH NT HIS 61 7 056A2010006500 COLLINS, MARIAN B 1.000 371/553 R-2
I I J SSIGA 9GA D _ _ -
1990 ACRES I \v \�.".- A\, �,, - - - ® 6� -
li 1 ONING:R-6RE$IB IAL - - - - - - _ - _` - 8 056A2010006600 FLANAGAN, ROBERTMICHAEL 1.050 970/668 R-2
h \ .LL...'. - w
LOT 84
W . 9 056A20100067B0 FLANAGAN ROBERTMICHAEL 0.500 3678/232 R2
34
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. \. �. \\ i AMP"-- 05600-00 00 057B1 i • / `, SFD : '
sAz-a4 00-0036 - - / \ \
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- r , GLENBROOK A�`FOOTHILLS � L.L
3 P « _-' 4 '� \\ - .� `\ w - \ --OWNER: GLENBROOK; LLC �r PHASE I - REZONEb SECTION 11 056K1000006700 EGGC LLC 0.130 5359/29 R-6 Q
I I JONE�E JpMIN MARTIN - \ \ \ ' •' EX. 20' SANITARY ACREAGE:�.32 AC "/ 12 056KI000006800 BALTZ, BENJAMIN MICHAEL 0.120 5460/531 R-6 Ur
t
OR SARA BE H - - / A -.�\ ` SEWER EASEMENT \ ��
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- I - 0.2120 ACRES v v � z •' De 7997 PG 235 L - ' 13 056K1000006900 GLENBROOK LLC 0.110 5075/664 R-6
I ZONING: R-6 RESIDENTIAL o �- . �... j .'�V',' D.B./PG.: 5039/75 '' Nry`j". ,r LOT 85-
I o.B,aassPG. lys Z --- \, \\ .. '.'.{ 1,'.'�\ : �'\ \ USE: --- SINGLE FAMILY RESIDENTIAL / SFA / 14 056K1000007000 HILL, BRANDON K & SARA M VALANEJAD 0.220 53471441 R-6
\ \ �? OT 15 056KI000007100 DUNN, CATHERINE S & TYLER C DUNN 0.180 54571729 R _sDENTwL \ \.\ /�:' \\ \ \ \ \ 6 LEA 16 056K1000007200 DORTA, LUIS E & INGRID CHALITA MORENO 0.150 5398/250 R-6
\ �° •� LOT86 17 056K1000007300 VANDERVEER, MATTHEW B & JESSICA M 0.130 54041001 R-6
056A204-00-00200 a. I ` \ \,}1\ Ex. STORM DRAINAGE BENCHMARK: / r - ---
B LBAE / v j�,- EASEMENT EX MH PARKSIDEVIL-1-14 Na3°a2'a7°w ,� SFA A, 6�°�' j ' 18 056K1000007400 GOINS, TYLER A & TAYLOR R 0.160 5393/282 R-8
I OR PAMELAB - \\ \ \ •\''- '1' DE 5389 PG 75 \ -t "6X
0.2120 ACRES \\ } \ RIM=640' / 4 1 ssa _ 4 1ti / _ _ __ 19 056KI000007500 GRAVES, S TUART L & REBECCA W REID 0.140 5313/327 R 6
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ZOVING: R-6 RESIDENTIAL \ � • � ��
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RESID TIAL - p B3 j Pam_-,__ I \ a \ \ / / \ LOT87 j' 21 05
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LL J 7 fi \ \ { \ . `. \ / PHASE ys/'o
ACREAGE: 5.84 C I � - '' I \ \ 100' STREAM -\ \ _ _. _ _� ^-_.-._ - - �>, \ � EX MH PSV 6S-14 i /' es 24 OSi
056A2 0400-0 100 i �I I 1 -
\BUFFER \ ,� \ \ , ? -OPEN SPACE LOT 112 /LOT 111 25 05,
( A R6RE9roENr1AL _ I \ \ \ SEA IS SHEET- \ NIB LOT
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CHORD BEARING
CHORD DISTANCE
LINE RADIUS
LINE LENGTH
C1
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208.55'
570.79
208.56'
C2
N10°25'22"E
469.14'
469.5
491.24'
71
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27.57'
87.5
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000007900 IHAYES, JOHN RIVES JR & SALLY ELIZABETH
000008000 STANLEY MARTIN COMPANIES LLC
27 0561<1000008300
12U SANITARY SEWER PHASE \�.
INa EASEMENT \ \ IIB LOT 28 056K1000008400
1 1 D.B. 1997, PG. 235 FUTURE s \ - ss4 \ I 29 056KI000008500
\ EX. 20'Acsa SANITARr 1 30 056K1000008600
I A A ` ��. " SEWER EASEMENT V - A V , v PHASE _ _ V
L�cA na szr7a oa as , .v(�\ Y EXISTING LOT LINES - / A. vIIB LOT �'. -- _ ,�\ � o A%H _ .. 31 056KI000008700
NTO, ANGELA MICHELE
I. JUSTIN K & CHRISTIAN T.
0.190 5292/634 R-6
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0.150 15226t3O9 I R-6
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-- NOTE: TH O I�
46' 1. ALL ALLEYS AND PRIVATE STREETS SHALL BE OWNED
PORCH/DECK ✓�
k k * * VDOTCG-6(TYP..) OPEN SPACE A `` PATIO (TYP.) - 2. OPEN MAINTAINED
IS HEREBY DEDICATED TO THE HOA. ��
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---- _ 'z � �( P -- - ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY
o. 1ACRE5 � "" -- -- o I-,
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VDOT CG-z _ _ _ - 600'R k - RECREATIONAL AREA z 3. LOCATION OF STREET TREES ARE SHOWN ON THIS o� e
(TYP:) - - N _ E / 05/20/21
_ _ ' /2� 2 R \ LOT PLAN. ���s
I PRIG q�Ey i 4. 6 AFFORDABLE DWELLING UNITS ARE INCLUDED IN
3' zo' zo' 10' io 26' � \ J� z ti5R ATEALLEV �Y 3R T ° \\ v,
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L� Lic. No. 035791 �
STREETS0,4(-TYPJ } /� (f0 z0/, ^ LOT 76 AND INSIGNIA YELLO
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♦ WEIGHTBEARINGCAPACITY S 04 66
V ♦ A SHALL BE 85,000 LBS (N
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1 6,618 35 5,444 69 1,554 103 1,837 Ln T'I(PICA\ ` U
2 6,160 36 5,571 70 2,114 104 2,592 w w w w _\\� LOT LINE (TYP.) 1LOT 38 1,^ :i I �1 1 ,, I --I -
3 5,944 37 5,459 71 2,086 105 2,868 1 1 . \. o y1 LOT z '\ SFA LOT 87 / Y Lu w 1- 4 V1
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5 9,074 39 5,362 73 1,542 107 1,832 w w w . w w w w . w w ^ w w\ w _ . 11
6 8,282 40 5,458 74 1,599 108 1,830 \V w y W w W w. w w w W w .. w w. w w W. y y 100 ti Q
7 6,572 41 6,000 75 2,339 109 1,831 \ . w . w w w w w w w . I --- -_ �\\ 12 1 ^ y\� . ATCHLINE-SEE THIS S� ET C/) _
8 10,303 42 3,257 76 1,955 110 2,559 �' w w w w w w d'
9 7,873 43 1,865 77 1,453 111 3,030 , W�\W v. LL y. W w W W W w w W w w LL� :mow w/ \ w y N1 0 ,,'' �, W W \. W \ \ 1 w i)
10 6,148 44 1,953 78 1,452 112 1,830w\WwWw.�_
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12 5,609 46 2,112 80 1,956 114 1,830 J�--�
Z
13 5,101 47 2,887 81 1,984 115 3,256 \ W �� W . . �\ °n �11 CG-6 CLIP \
14 4,030 48 4,417 82 1,518 116 2,861
15 3,175 49 3,438 83 1,539 117 2,001 �� y W w W w \ w W \\ �11 ,�F�/' 1o0 / ; -0 �1 . w . . w w . . \w .. ^ . 1 � 0
16 3,987 50 3,448 84 1,567 118 2,040 �' W �� w �� w w �� w \ W W w w ILL.
17 3,996 51 4,700 85 2,144 119 1,636 \AW W W w w w w. w w V ��,-�yw .. w , Q
18 3,240 52 4,513 86 2,049 120 2,045 W W W .. W W \w w LOT 40 ` A
19 3,240 53 3,378 87 1,503 121 40,653 \" w w w \ 1 . W y W W W . \ w w _ w C:
20 3,996 54 3,370 88 1,500 / . . • w . . . . . . . . \� \\ � PROPOSED R%W ,- �' 1 GLENBROO\T � . W . \ w � +� W w ♦` p O
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23 1,470 57 1,537 91 2,379 ` . w W W . W W W W W \ i \SOS W W W W V \ \a w w m
24 1,470 58 1,549 92 2,303 \ \\ \ �' ,5 \J \ W \. z
25 1,470 59 1,550 93 1,504 W
26 1,470 60 2,191 94 1,503 O J w
27 1,474 61 2,354 95 1,501 1 W ` w w \ V V LOT 41 \ 1 . . \. . \ w w \w�w a V
28 1,925 62 1,567 96 1,500 1 W w - W W \w w \ 1 . . . . w . . . w W \� W JOB No.
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30 3,416 64 1,532 98 4,443 . W \ w \ 1 W W W W W W w w w
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31 3,394 65 2,250 99 1,997 1 - 30,
32 3,360 66 2,351 100 1,906 T 1 - - W W - . . \ . w �'
33 3,325 67 1,643 101 1,858 1 ����-y������������.-�����\ ATCHLINE-SEETHISSLET \ w SHEET NO.
34 5208 68 1,595 102 1843 - \
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REVISIONS
C 0 L L I N IS ENG I N E E P I N G DATE REVISION DESCRIPTION gN Cow CIO
03/22/21 INITIAL SITE PLAN SUBMISSION - 1ST SUBMITTAL ��� o 13
200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 05/20/21 REVISIONS TO THE INITIAL SITE PLAN SUBMISSION - 2ND SUBMITTAL z N a
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�� ��V 1- a w GLENBROOK AT FOOTHILLS PHASE III - INITIAL SITE PLAN & PRELIMINARY PLATco
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O SHEET (,PAn1NIr Al- I ITI1 ITIP�
These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, Inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING
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REVISIONS
DATE REVISION DESCRIPTION �d c�
COLLIN'So ENGINEERING
03/22/21 INITIAL SITE PLAN SUBMISSION - 1ST SUBMITTAL y�o oy
200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 05/20/21 REVISIONS TO THE INITIAL SITE PLAN SUBMISSION 2NDSUBMITTAL z N o �t a
PROJECTLn
O
D Oz GLENBROOK AT FOOTHILLS PHASE III - INITIAL SITE PLAN & PRELIMINARY PLAT �f�� erDO
N1���1
O m 01 SHEET
GRADING & UTILITIES
These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING.
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 CONSTRUCTION NOTES PAVEMENT
DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY CONS7RUC77ON WITHIN ANY EXISTING PUBLIC RiCHT 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
Q2NN£CTTON 70 E Ell G ROAD £PACT S
H OBT INfD FROM THE NRGINI
A A
aasT.'6
EMST. CROL
4' CONCRETE
SADEWALK
EXIS -7G M 3 Z \
3.1 ..
4" woT 21A
STONE BASE
EXIST. GROUND
EMST. CROU
EMS]
TYPICAL ffTA9HB0.RHOO.D STREET SECTION (54 ' RW%
TYPICAL cr1BfJC Sr"AT SAr PION (4"OLd'DA DRI"I ANLff ROAD JfEYBRS NI IIL/BARdZrY Lt2URTJ
CS-SSAR Rssios IAA s J/Ir" ass ESVjWII sroN ST"AT V"XV SP"OV PS A7W
P/Rd7AV N Oo" siLONLY
Aa!V Jr"
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.
Hole: PROPOSED LANDSCAPING TO40-1
UTILIZE QUTER 3 OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT C�
CG--6 POINT OF CG-6
3• CURB & GUTTER FINISHED GRADE CURB & GU TIER S 4' CONCRETE _
CLEAR ZONE I I / Z• CLEAR ZONE �
SIDEWALK } 1 - \\
T 2R SURFACEyT' EXIST GROUND
A.
6. PUNTING •.:.K v 6' PLANTING
STRIP
4•WpT 4' UD-4 4" UD-4 UNDO DRAIN 4' K(oT STRIP 4' w0T 21A
57O UNDERDRAIN BASE SUBBASE 911A STONE BASE \
-I----fi --N-25 I 12 12' -2 6�•t• 5 EXIST. GROUND
BIKE LANE (TRAVEL LANE) I (TRAVEL LANE) BIE LANE �^
36 F/C-F/C L
-- 61 _
RAW
TYPICAL NElCHBORHOOD STREET SECTION (61 ' R/19 )
PARR RiLCr DRIVE (FTlBLIC ROAD)
CS-SSAR RESIDENTIAL III A/IXED USE SUBDIVISION AFTTREET DESIGN SPEED.- 80 dfPH
TNOIE: JD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE
PROPOSED ROADWAYS ARE GREATER THAN 1000 VIED
TYPICAL NEIGXB0"M0.D STREAT S=10N (49 ' R17F
LEA'HAJf STREAT & JRA'AY DRIVE 2!LJC RYJABJ
CS--SSAR RESIDA'NTIAL & A/IXXD LWX SUBDIVISION STRrAT DA•SlON SPrrB- 25 hrPII
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.
ASPHALT PAVING - MILL OVERLAY
NO SCALE
• •
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�111111111111'111111I
1 •
ACNE - :. •.M" yr•.IN - y�•;
IF
WIN "11
1• 1 1 �
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n
•1
1 1
1 • A ,
NO SCALE
I POINT OF
CC-2
URB C/L FINISHED GRADE RAW
CG-2
cuR\e
,)50T
BASE I mar
w' L 10' S,
F (TRAVEL LANE (TRAVEL UAQ
- 20 F/I
22' PRIVATE ROAD RIND
TYPICAL ALLEY & PRIVATE STREET SEL"TION - 22' PRIVATE ROAD
(PRIVATE ALLEY / PRIVATE STREAT)
15 dfPH DESIGN SPEED
NOT TO SCALE
MR E%9TN0 A9PWLT UYFAS PROPOSED ASPHALT LAYERS
--_ - EYSTNO "BASE PROPoEEO SUBBASE
--_-_---_ L[NPACIEU SUBORA➢E
CONSTRUCTION JOINT DETAIL
RI EEIBTNS ASPHM.T LAYERS 10 MISTING SUBBASE AND REPLACE NTH PROPOSED ASPHALT WyENNG LAVERS
® PROPOSED MPIMIM 1 ii NCH THEN ABPHA.T SURFACE COURSE IEEE NOTE !)
a "AS" D"A"IE I Ui eNEOC NSt' 1 ,EATER US
NECESSARY To ABUT THE r4lL TWCILNEss Of LISTING ASPHALT LAYERS
NOTES
t ARHILT PAVEMENT WDEH'NO SHALL HAVE A PAVEMENT DE9?I IN ACCOMI SRIH MOMENT VDOT POCEOUREr AND SE .WPROVED BY THE DISMEMBER,
2. THE FRAGMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SMALL MEET OR LCEED THE DEPTHS " rWEB OF THE LAYERS M EII MO FAVE)JENT
SUBSURFACE ORANME OF THE ELE ING ARE PROPOSED
IEPADVEryM1EMgT SHALL BE A ORESSEO N THE PAVEMENT DIEGO.
3' AANUMM OF TTHHRRETIMFM SHAM COKE SHALL BE
TT E �� DEW ACME Tf1.W 9/0�0 FE'�EE� iM'A LINE i0 DETERMINE THE TYPE AND rMMXHE4B OF LCEIIIIO
H' PERROP�Y nPA\, W WILDESNG MAL INGE TAUTA MWL�IE BANNEED DEPTH BYI TEE CMW�dFER'"A. SERKfO WITH MI ASNNLr BIgB.YY CIXNsf TG WTCx TIff
3. RISE �E BJRrIEgARC MTH�F IALLRO DEPTH OF THE EXISTING IAVCNBR TO S AOJUSIEO TO AC HIM AN OMPTIAE PAVMENT CROSS -ACRE
0. EDEOD PAVEEIEMT MINNTd NO MARKERS WITHIN THE PREJECT UMFS MAL'. BE ESTMm NIBBCT TO THE APPROVAL a THE ENGINEER.
T. INlKTETA.wI&.PROTONS SH�N BE TESTEED USINGG CONFORM SMALL FOOT STTR�HTEEDGEE 1HSAC{OFICA{TLf WRXOSIH�E H TSE GBOIT�'C MIXi�JS,�t�P1T� T� R6
SET M IIMi.
ASPHALT PAVEMENT WIDENING aE
IN T FOR WIDENING SUBJECT TO TRAFFIC BOB
SOJ.O2 AROMA COMMITMENT OF TRANSPORTATION 313
2016 ROAD & BRIDGE STANDARDS
CG II
NOTE WHEN A PEDESTRIAN ACCESS ROUTE
CAOSYS A MISSION. ENTRANCE
TK CROSE SLOPE SHALL BE 2K FOR
2 A WIE1x OE 5 FEET
A nsTEET ASSET SANE sAEACNG
GENERAL NOTES
LRFBUS l0 BE AS AS MYNLNE IL WA. SCE M IE 31
$NOA'x M PLµS)
I WHEN Rpm I11CMJUNCTON NTH STANDARD W-]
_----_ _ IRAUS RI BE RS
9tlWN M RM9
PA LC -],TIE [a6 PACE ON THIN STANDARD E TO
BE ADJUSTED TO MATCH TIE MOUNTABLE MM
/ 4A-2 OR CB-6
1
MINFAR flAGON.
3. 9E SEABOARD COU FOR CURB RUMP DESIGN TO St
SIDEW&N
---aEwAix
HISSED NON THE K "VCNN.
I E _ _ _ _
NOOSE 51 r UNPAVED SPMC
J HE PAVEYENi SNA. 6E CDNSIMCIEO `D THE
FLOW
ROW IlNE-J
R/W M IE,GUFT NiY sLBTADE StABAIAIIM
RIW
C J
EVANSON N+ E%ENCESM
JOINT
OMITTED SECUIED MmTE ENEPPREP IC,EXi WMCX CAN BE
JC11f
H. RADIX CURB OR COMBHAT ON OWN AND CUTTER
_
NOTE: WIDTH 9' 2'-0" OR AS MERGE ROADWAY
Ex¢PT"ELAN REPIIMEMENTC PUEUO� THE RUN IlE
�,M
SHOWN M TYPICAL SECTICM. A
PLAN VIEW
ENTRANCE NOTES
E WINE 'HE ENTRANCE RADII CANNOT ACCOMMODATE THE
MNILK ROADWAY SLOPE
TI@ML REQUIREMENTS OF NRImATED HEAVY TRNCA
TRAFFL, ME DEPTH FOR SEEWALR A ORB RAMPS
1O'PMADIIL CURVE RNTR"KE 1.
m1.. THE ION LB OF THE RADESAULD BE
EOCE OF AVESIR
ME CR VN I MANY,E _ p
OPTIONAL FLOW UE I ® _
BOMBARD) TO Y. IEEE CC-UI
8 PLAICE ME TO RdEATF WHEN CONS LET ON OF A FmIP
%OVrc
_ ISEE
MA'16NE ROADWAY - _ NOTE ]I
BY Di REOAIED TO PmTIVE ORAwRz AwesS
TIE EHTNAVCE.
BX NIX. ® _ 0
T. THE DESRABLE AND MINIMUM ENTR"P3 WADE CHANCES
QiIDE G.
0
1^ RE LISTED N THE XLOWABLE ENTRANCE t GRACE
TABLE THESE VALES ARE TOT APPLICANTS - STREET
CRINELTIFN$
"ION ]-MINA, FDA
CMWEROA ENTRANCE
INTERSECTION NOTES
8. WHEN CC I6 U'im FOR STREET COMECTIONS THE
® LONBIRIICT GRADE CHANCES WHIN A PMIBOLC CRAVE.
CONNECTION MIS' BE DESICKD N ILOJRDANI NIIX
0.1CY AND THE "4LCNB.E RECUWEYmiS
BET RDA➢ OF SiI WILAL.NLLIIINC SCPINC
SECTION A - A
SIFT GETANE MBT A VAILE SMUCCOENTS.
M OPTIMA F.OWLNE MAY REO TRUSTEE OF G
rlf"Ir
M 10
OITOE'O
P1XR KR PROVIDE POSITIVE DRAINAGEIT-_HIM
B
MOVESE
ACROSS TK
-
ALLOWABLE ENTRANCE GRADE CHANGES
CLAss AT "•.
m.E.S
carGETE N •..•
--�
SECTION C-C
o1TRAxa YCLUE
LRME CHGE
"D"AN
DESNAIiLE MAxuAIN
HOi
NYSE RNX 15pp KD
Ox
s3Di
JZ
ex
MODERN
s5olsw vw
LOW
-E55 1KW 5W Vm
S6Y
BS
NOTE: NLWYABIE ENTRAP£ GRADE TOILE 6 NOT
APPUddE O STPEET mNEImHS
SPECIFICATION I�VCOT
REFLIA"LE METHOD OF TREATMENT
R.. AND, BIBLE YEAwm"s
sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REnsM dE SNIT , a 1
MAGNIA DEPARTMENT OF TRA6NRTAT"ON 0]IES MR.d
2016 ROAD & BRIDGE STANDARDS
CC -It
XOTEHCOMING T OF EED OPONuAE
9OYAK�iOPOTNO CONSIST
GENERAL NOTES:
Fn IFLMmAZI vMbSi
CUB WHEN RE DIAND (COTE OR M-4i N UEAA PEER
DETECTABLE SHOWEDROM NO AREA IN SQUARE TAM51
1. THE DETECTABLE ANNOYING RAN L BE PROMEM By TRUNCATED DACES.
EACH OF NE ABOVE IrEMs 6 A SEPARATE PAY ITEM AID sXOLLD
2. DETECTABLE RUNNING SHI BE FROM THE INTERULs APPROVED UST FM
SE sVWLRIEm FOR EACH CRAB CUT RAP.
DETECTABLEWARNNC SUACES PROTEGES NOT UNITED SHALL SETT
T:E RED SIEWNTs 0[ THE SPECM PROVISION FOR CC-12 DETECTABLE
WX pXp 12:1 WVI
fB+1 VAN
WARNRC BILDI AND SHALLBE SOBII TO RE STANDARDS MG
MIA. CE901 SECTION MR AWROVAL
1 S-OPNG SIDES OF MRS MAP MY ME POURED MONOUTHILXLT VOTH RAP
A'
FLOOR ON W JMC MN465BLE CONSTRUCTION Ak1r 'ITN RECUIREO &VS.
yTM1
P. IF RAP FLOOR E PRECAST. NOES MOST BE TONGED FOR DOWEL BASS SO
T-AT MANNING PLACEDSEES CAN BE CAST N RACE AFTER PIACOEN- O
Y _,C •"'S
PRECAST xAVP RAC". WECAST WHOSE'E SHALL BE OATS A-..
TYPE A
J. EO4MED BASS ME TO BE NO 5 X B' PLACED f CpTER TO CENTER XMG
BOTH
PERPENDICULAR
SEs OF ME RAP ROAR, MD-DEPTN M BUMP FLOOR.w (N
CONCRETE COVO 'V'.
G CURB / CURB ANO GUTTER SLOPE TRANSITIONS ADJACENT TO CUM RAPS
ARE NOIDm N PAYMENT FOR CURB A OURS AND GUTTER.
S'IPH
]. CLWB RAMPS ME TO E LOCATED AS SHOWN ON THE PLANS M AS DIRECrm
122'
����i����i�����i��l������
BY THE ENGINEER. THEY ME TO BE PROVAEO AT NTERgLTN1N WHEREVER
AN ACCESSIBLE ROUTE WITHIN TE RIGHT O WAY OF A NHI FACUTY
q. M
CROSSES A CLIMB RECMCECS OF WHETHER SIDEWALK R LISTING. PROPOSED,
OR XMCNSTfNT. TN¢T MUST Bf LOCATED WITHIN KESINAY CRGSSNAS
A4 SHOWN M PARS OR AS DIRECTED BY THE ENGINEER, ND SIIDUD MDT
TYPE B
BE LOC.REO SENND VEIEGLE STOP LWEs IXIBTNG LIOIT PQE5 FMIE
HYDRMRS DROP MIETS,FTC. OESSBLE RWTEB PROVIDE A tVNTINJWS
PARALLEL
UNNSTRIIGTm STABLE. FIRM AND SLP RESESTNiT PATH CONNECTING ALL
W
ACCESSIBLE ELC4FM4 OF A FACILITY THAT CAN E APPROACHED. ENTERED
AD WED BY PEDESTRIANS.
, yl K^Y' • v�vA.;,QiL1
E RAMPS WAY E PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
!1 uvu'aMMM
THE MRS OPENING 6 PLACED WITHIN THE UNITS GE THE CROSBw.W[ MD
21uT rNE SLOPE M IE corNmuM OF THE SURE OPExIxc E
`�,
121 VIA `}�
PEIREN2RLM TO TE CLRB B.
N�N� XX Y',41
THN�
4 TYRO"HE 'HE ICRON. OF MN
)�
1
WIIEICMTY PNNHB'XEAVT"ELL1K`UO'IXT
AATCCRAM. MEETS 11) STANDARD CC-15. COMMERCIAL ENTRANCE HEAVY
4' VIDE• AT X NCNA THAN
MCK TRAFFGI FM CONCRETE DEPTH.
.2"
-� EDGE O PAVEMENT
V. WNFN LM9 RWP$ A1E L M) N CM -UNCTION WITH+ A SDMPm USE PATH.
TM IAMH WOTIN SxAL Bf THE METH K IN SNAFU VE PATH.
AT XX , SHE AS TOP OF COMB
E N{N aP. oP c1AB RAMP E PaSvmED row rw0 M0<cwG= IDADDNN2,
TYPE C
A 4'. A'LABNG AREA SHALE BE PROVIDED To MANEUVER A NFELwAR
PARALLEL &PERPENDICULAR
IN70 THE ACCRRAOSHSSWALK WITHOUT CONIC IN-0 THE TRAV4'NAY. MIS f't
EAVCHC4.Olq 11 ILL TER PAN.
TRUNCATED CONE T
N. AL CAPES WHERE CUM SAPS INTERSECT A MANNA. SEPION BL
GSIREACEMIX L HAK A FACTORY NEWS OR BE FIELD
RB Al NTRANCES M STREET NECTIONS HE DETECTABLEFM��
ONAMI
o 0 o O-ULbIFEO
AS RECOMMENDED V THE MMIFACTURER TO MATCH
'1ESICKOF LIxiB.000000o
0000D -000000000000000000000
o o o o D oo5,OFBASE
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DEIECEAN£ WARNIIC
AT BACK OF WRB � �.9_1-
I
I VA.4AYE il0.L WbM DF RAY- ROM I
SEE VI . dE UIMETFR
AA IWTR4�
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
DETAIL
ROAD �� �
CG-12 DETECTABLE WARNING SURFACEEwNW
(GENERAL NOTES)
yRA CEPANTMENT OF TRASPGR FOON
MN
SHEET M OF 5
REVISION RATE
O]/15
ws
NR
i0]BS 1
2" SM-9.5
SURFACE COURSE
1" BINDER
INTERMEDIATE COURSE
7" 21-A
BASE COURSE
CSUBGRADE
ASPHALT PAVING - ALLEYWAY
NO SCALE
4" COMPACTED AGGREGATE BASE
COURSE, VDOT #21A
2" SM-9.5A
SURFACE COURSE
COMPACTED -/
SUBGRADE f
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.
MR
a' r
a
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
Pace mc„mu Yanne
rtin'�71I R1n31n � -16in -R _
R1R6n
u
E,1 C
�BIC1
SIGHT. f Mr,n:Area ITAy bE I.NGOf .
Bdrom of cub mayt011OwElOpe of
subbase proVMeda minimum depl�
OT] fIrJME rs malrAaiR'ed
I
Rolltop Curb
ar.
NOTES:
t THIS ITEM MAY BE PRECAST OR CAST M PLME.
2. CONCRETE TO BE CLASS AS BE CAST N PLACE,
4000 PM F MINGUST.
3, COMBINATION CURB SIB 70 HAVING A RADIUS
OF ]W FELT ON LE55 INOTIO FACE M CURE)
SWILL E PAC FM AS RADIAL GUIBNATIM
CURB 4 GUTTER
A. FOR WE WITH STASLMED OPEN-ORµN) DRAINAGE
LAYER, M BOTTOM OF TK CI! A, BITTER
y�L E CMBTINCIED PARALLEL M THE POPE
OF SUBBASE DOUSES AND TO TIEDEnTN 01
11E PAVEIOR.
5. ALOMAdE OIIIETM FOR THE USE OF CIG GEBASfM ON ROADWAY UMWCAUM AO
OF
WIN SPEED AS ION SHOWN N AiP X A O'
R ME ROD SESSION MAMA THE SECTION
ON Es URBAN MINIMUM
K CONCRETE
O THE CONTRACTOR
COMBINATION 6" CURB AND GUTTER
m
BBE VRGINA OEPWTIEVT OF TNXSPONTATIM
NOTES:
I. INS ITEM MAY BE PRECAST M CAST N P/LE
2. cacMGE 1u ME ❑Ass AS IF CAST IN RALF.
4000 P9 IF PRECAST.
3. CURB NAMES A RADIUS OF SOD FEET OR LBBB
RADIHfIFACE OF CUM) WILL E PAD FOR AS
1, THE DEPTH OF CURB WT BE IEDLGEAIN D AS M
As 3" 10" DEPTH) OR IEFEASm AS MICA AS
w W?, DEPTH) IN MOM TNT THE BOTTOM
W CURB WLL COR W TW TM M A
CC�}O}LNBE OF TTTxNHE PAVEMENT SUBSTRUCTURE.
NOSE REM! ONPTT"HE -BEE 90 6 TO SSE MADE
FOR A DECREASE OR AN MNAEASE N DEPTH.
B GL-2 E TD ME WED ON XVMDYARS YRtING
TK REORItwom FEW ON AS ZM N
APPROVED( A R THE MEET ROM O ESM MANUAL.
N TIE ECIOM ON GET URBAN STACA &
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
EREHCE STANDARD 6" CURB
O'v
502 vRaxA DEPARTMENT OF TNANSPMIAIFR
A
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FUTURE BUILDOUT
■■■■■■■■■■■■■■■■■■■■ --
/
.. SCALE 1"-200' - -
:
♦� D�
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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
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1 Inch 80 ft
'T ,iT . I _ / ss 7�'°`_� s ♦ \ = .
ap-p LOT
Lo L'LOT
'IT OT •
LOT - - -
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---- -
�1T 162
:, - 7./ \ , l _ ] _ J`�• ... .. .. .--._-.--r- __ _ _ _ � / 11-�� .,\ OP€N SPACE .\
. LOTa- � .. \ ;] _ r!..__ _-\ :_ _.-:'. __._ _- ______. I �,. ■.. ��._.. ;�. / � \ ...:.328 ACRES. - ...... \
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S
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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
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\ 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 `•.'.
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pT
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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
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.'.'.'.A'. LOT 101 S �v - / N
�. SEA \ ss^ /
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LOT Br LOT 102
s � $FA w V A / l' /
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LOT118 / \ V
r, r
-- &-0.19hFs��- ♦ 6
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OPEN "
OPEN SPACE LOT 112 I I C \ LOT 103 \\ ese. _ SFD \-' � � �•♦
SEA
LOT Ill LOT 110 P.09 AC SPA \ \_ - �. �S
LOr39 " %., "O" SEA
LOT 109
\ \ \ - . 0.09 ACRES I SFA SFA LOT 108 LOT 107 ! \ LOT 104 O
_ ,.c: ✓ i / _BUILD A #4D\ 'I\ iJ ♦ A .'�,J` \ "1 I I SEA I SEA
n SFA\ lG ,S1l
/ I / Q,1- LOT 117
LOr TOO - SFD �'✓ / A ! / \
CN=78 & T� 9h r5.\ i"" i \ y,' ... \ ........: I I SEA \ O�j .rQ\
Loan\
SEA
Lor 116 \ \+`" 'C� i / +■ ■ _ U W
�.. � ��� �/ �,,., ROAD � E- - - �.._,..,
�00' O LF w/ A ELEV.=3 a
9
f 168/ W A ELEV.-4ILL T, , LOT 116 /
1I
LOT y. ' \ \ !' ;'^ � -'�� / SFD ./'. /C \ \ LIJ
'r \ ♦�� LOT 11a ♦ ♦♦ \ ! J
_ ■,
r '
,
_
/
/ Aso
/.. LOT I■ ♦ \--,,,,� \ / W _ a
SEEM
- -- - GLENBROOK�rLP. •� ♦ v �/ \ (-
95
.... X007
\ -: ♦ \ - _ / / 0 Watershed Summary for DA 3A: _
�♦ _ 1 vr, �f$ 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
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JOB NO.
112066
SCALE
AS SHOWN
SHEET NO.
9