HomeMy WebLinkAboutWPO201700028 Plan - VSMP 2020-10-14GENERAL NOTES
OWNER/APPLICANT.'
078EO-00-00-000A0
HIGHLAND PARK, LLC
455 2ND STREET SW
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
078EO-00-00-00OA0 — 15.21 ACRES
(OB 4163 PG 429)
078EO-00-00-00042 — 0.51 ACRES
(DB 4983, PG 688)
TOTAL PROJECT AREA:
15.72 ACRES TOTAL
ZONING:
R-4 RESIDEN77AL W RH PROFFERS
ZMA 04-18 (APPROVED MARCH 19, 2008)
PROPOSED USE.-
34 SINGLE FAMILY DETACHED UNITS
REQUIRED DENSITY.
MAXIMUM ALLOWED UNITS = 34 SFD LOTS
PROPOSED DENSITY.-
34 DU/15.21 AC = 2.24 UNITS/AC
OPEN SPACE:
REQ. 3.80 AC OF DEVELOPMENT AREA (25%),
PROV.• OPEN SPACE A (0.51 AC)
OPEN SPACE B (3.61 AC)
OPEN SPACE C (0.45 AC)
OPEN SPACE D (0.55 AC)
OPEN SPACE E (0.40 AC)
OPEN SPACE F (0.05 AC)
TOTAL OPEN SPACE = 5.57 AC (35%)
THE OPEN SPACE WILL BE DEDICATED TO THE
HOA.
BUILDING HEIGHTS. •
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED
35 FEET
SETBACKS:
FRONT- 5' MIN AND 25' MAX
(18' MIN. FOR FRONT LOADED GARAGES)
SIDE. 10' BUILDING SEPARA77ON
REAR: 20' MIN AND NO MAX
SUBDI14SION STREETS:
CURB & GUTTER (PARKING ON ONE SIDE ONLY)
WATERSHED:
THIS PARCEL IS NOT IN A WATER SUPPLY
PROTECTED AREA — SI7E DRAINS TO RIVANNA
RI VER.
AGRICULTURAL/ FORESTAL DISTRICT.. NONE
TOPO & SURVEY.'
TOPOGRAPHY AND BOUNDARY INFORMATION
PROVIDED BY ROUDABUSH & GALE. BOUNDARY
AND TOPO WAS COMPLETED IN ✓ANUARY 2017
TOPOGRAPHY IS AN AERIAL TOPOGRAPHY OF THE
SITE. TOPO WAS VERIFIED IN THE FIELD IN
✓ANUARY 2016.
DATUM:
NAD 83
EXISTING VEGETA770N:
PAR77ALLY WOODED WITH EXISTING RESIDENCE
STRUCTURES
LIGH7ING:
NO LIGH77NG IS PROPOSED
PHASING.
SITE TO BE DEVELOPED IN ONE PHASE.
RECREATION:
NOT APPLICABLE/NOT REQUIRED
PARKING:
2 OFF—STREET PARKING SPACES SHALL BE
PROVIDED FOR EACH DWELLING UNIT ADDITIONAL
PARKING SPACES SHALL BE LOCATED ALONG THE
ROADWAYS.
BUILDING SITES:
PARCELS 1-34 MAY NOT BE FURTHER DIVIDED.
ONLY (1) DWELLING UNIT PER LOT SHALL BE
ALLOWED.
BURIAL SITES:
NONE
STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN
ZONE X. THERE IS NO 100—YEAR FLOODPLAIN
LIMITS ON THE SUBJECT PARCEL, PER FEMA
MAP 5100JCO287D & 51003CO295D,
FEBRUARY 4, 2005. THERE ARE NO STREAM
BUFFERS LOCATED ON THE PROPERTY.
OFFSI7E DISTURBANCE:
NO OFFSIDE DISTURBANCE IS PROPOSED WTH THIS
PLAN, EXCEPT FOR THE TIE—IN CONNECT70N TO
THE SANITARY SEWER WI7HIN EXISTING UTILITY
EASEMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE
NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS
WITHIN SEC77ON 32.Z9 OF 7HE COUNTY CODE.
LAND AREAS.•
OPEN SPACE: 5.57 AC. (35%)
LOTS Z69 AC. (517)
ROW DEDICATION: 2.46 AC. (169)
HYLAN D PARK
EARLY GRADING PERMIT PLAN
VSMP AMENDMENT
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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SHEET LAYOUT
SCALE: 1" = 125'
PLAN REVISIONS
i. REVISED PROPOSED OVERLOT GRADING.
2. REVISED PROPOSED WALL SYSTEM.
APPROVED
by the Albemarle County
Community Devel pp0 ent Department
Date
I�I[�491�Y11L r[Q�LY�:�
Amendment 1
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number Sheet Title
1 COVER
EXISTING CONDITIONS
� EROSI9"-..'-�° 5E91,^.A,€PJTCOf�TR9L-RL-A"I nlno�,�P.,n,T;woi�
4 PHASF I FROOSION &DIME lT CONTROLPLAN
5 PHASE+E-ROSI9^li 1 6! t)ELiIMk:INIT LL)P4I DOL I ' LAN
6 PHASE II EROSION & SEDIMENTCONTROL PLAN
7 PHAS€ II ERQSION SEDIMIE IT rONOI D TDTr�I N
7A PHASE III EROSION & SEDIMENT CONTROL PLAN
g EROSION & SEDIMENT CONTROL DETAILS
9 STORMWATER MANAGEMENT PLAN
io STORMWATER MANAGEMENT PROFILES 4 DETAILS
STORMWATER MANAGEMENT DETAILS
FINAL GRADING PLAN
13 FINAL GRADING PLAN
14 LANDSCAPING PLAN
15 LANDSCAPING PLAN
LEGEND
I�IM, 011
TOTAL SHEETS
EXISTING CULVERT
CUL VERT
Q
DROP INLET & S7RUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6»
DEPTH OF EC-3A DITCH
EC-2 DITCH
6»
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
ss
�
VDOT STANDARD STOP SIGN
zoo
EXIS77NG CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVA77ON
IBC DEN07ES TOP/BACK OF
CURB TAB DEN07ES TOP OF
BOX
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGIMA 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.
Lic. No. 035791
9/25/20��
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Paned construction entrance for erosion control plans
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\ _ v EXISTING PRESERVED — — _ -- V vV -\ zx EXISTING
Sgz \ - S-F W/ WIRE \ STEEP SLOPES (TYP.) - _ \ \ \ \ \ y lzx ,z' uN.• ---
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rSEDIMENT
_ (TYP.) , \.\ I ION TRAPPING OFN1
\ 622 EXISTING MANAGED
I 6°$ \ - -\ - \ \ - - - STEEP_SLOPES (TYP.)
- -- _. - - WITH PROPERTY LINE NI THIS AREAS \ 5 \
_ COIN
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PROPOSED LIMITS OF
----
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606
- --- \ \ 6o8 — 6 _ - �♦ PS
\ \ \ \\ \ EXIST] NG\MANAGED\ \\ °a 618 — — ��_' \ \ \ \ \ ` \ - \ — °z- -\ - LL
\ \ \ \\STEEP SLOPES (TYP.)\ \ \ + ♦Ale AIV� -\ — 624 PS o8.- 604 _ �\ _PROPOSED LIMITS OFTREE CLEARING (TYP.)
\ \ \ \ \ PROPOSED WALL \ ♦ - _ _ — -- \ 610 -
\ \ \ \ ) \ / \ \ ♦ \ DRAINAGE DIVIDE (TYP. may! \ \ \
\ zi \ ♦ PS \VAIN-* \ n sZs_ moo w/ WIRE
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OCATION OF FUSING AREA DC 6I � T
I NOTE: CONTRACTOR TO ENSURE POSITIVE �
DRAINAGE ALONG DIVERSION DIKE 10
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PROPOSED VDOT STD. ES i _ \ �o -- - \ LL.I `
/ - - - \ - OCATION OF PORTA-PO_TTY__ -� PROPOSED LIMITS OF DISTURBANCE COINCIDES J z
NOTE: THIS CONSTRUCTI 6Op� WITH PROPERTY LINE IN THIS AREA O N
ON ENTRANCE SHALL BE s ' 6 _TI. b2o \ J
f` INSTALLED, OPERATED, AND MAINTAINED BYTHE C I P �° ♦ oo - �t / (, o
J I I CE P 5g8 • CONTRACTOR STAGING AREA
CONTRACTOR. ALL CONSTRUCTION TRAFFIC IN THIS , / \ (n o
AREA SHALL UTILIZE THIS CONSTRUCTION ENTRANCE. - 7 WASH RACK LOCATION \ j (I' LU LU
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\ / U a � ♦ v v ��� SF' f GRAPHICC LE O 1 a
PROPOSED 3.5" RCP CULL9
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INV. IN-578.00, INV. OUT-574 67, Cr I — LU
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- ` \ PROPOSED STOCKPILE AREA TO BE \ z
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/ PROPOSED VDOT STD. ES-i sz�'" -ENCOMPASSED BY SILT FENCE AT ALL TIMES
- ° O 6' - —1 0
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PROPOSED VDOT EW-1 AND VDOT EC-1 CLASS Al OUTLETI Sz -� . fo S B 2 1 ~ O
PROTECTION w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT OP
(L=20', W1=4.5', W2=9.5'; D=1.4' MIN.)
PROPOSED SAFETY FENCE
\ i \J �--- ♦� __ AROUND SEDIMENT BASIN"
NOTE: SEE SHEET 8 FOR/
DESIGN INFORMATION
/ / -
\ PROPOSED LIMITS OF DISTURBANCE COINCIDES W/ WI � NSF`-_
WITH PROPERTY LINE IN THIS AREA SUPPORT PROPOSED VDOT EW-1 AND VDOT_ EC 1 CLASS Al
TP -• — OP- OUTLET PROTECTION w/GEOTEXTILE FILTER FABRIC
C� vUNDERLAYMENT (L=8', W1=4.5', W2=9.5'; D=2' MIN.)
PROPOSED 15" BARREL PROPOSED 30" STANDPIPE TO,
SERVE AS RISER STRUCTURE
/ 1
LIMITS OF ALBEMARLE COUNTY PRESERVED STEEP SLOPES HAVE BEEN
DETERMINED TO BE LESS THAN 25% BASED ON NEW TOPOGRAPHIC I
INFORMAAON TO THE SATISFACTION OF THE COUNTY ENGINEER, AS
PERMITTED UNDER SECTION 30.7.4(b)h.
;COTT R. COLLINS�Z
Lie. No. 035791 4
�1'SIONAL Ems`
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1OB NO. m
162126 0
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SCALE
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SHEET NO. o.
Source: Va. DSWC Plate 3.11-1
/ — — \ Source: Va. DSWC Plate 3.07-6 r
RUCTION OF
\ \
HYLAND PARK LOTS i UNDER SEPARATE REVIEW THIS VSMP PLAN ADHERES TO PART IIB \
34( )
\ \ \\ \
+ \ \
` \ REQUIREMENTS FOR STORMWATER MANAGEMENT THE SUBMITTAL PACKAGE DOCUMENTS \ \ \
\
ASSOCIATED WITH THIS PLAN SHOW WATER QUALITY COMPLIANCE BEING MET THROUGH
',,*,' \ \ \ _ _ ` _ _ ^ \ � \` \ _' \ \\ � \\ THE BEST MANAGEMENT PRACTICE OF OPEN SPACE PRESERVATION (1.31ACRES), AND A
`- - �y. \ \ \\ \ \ / \\ "PHOSPHOROUS CREDIT PURCHASE OF 8.54 LB/YEAR. THIS PLAN ALSO COMPLIES WITH PART \
\ ^ \ \ \ _ -` - _ - \ \ \ \ _ - \ \ \ \\ \ i \ \ ` __ IIB REQUIREMENTS BY THE ATTENUATION OF FLOWS IN THE TWO DETENTION BASINS. PLEASE '
Total= 7.24 ac. 7.24 ac. \ , - _ - _
LOCATION OF \ \\\`\ \s=gull\� \\\\ \\ \ I\ \ f// -//� ////- - \ \ \ \/ - \\ \\ \.__ \\\'
\X 0 I PROPOSED BASIN 'A' \ \ 111\ \\ l \ \\ - / 5 / / / - \ \ \
a \ \ \ - \ \\ \ \~ // / / j - Outflow Summary: 2-Year Storm Event \ \ - J - e° `- \ = _ \\ \ \ \ \ \ SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR THE FULL
al \ - \\\\ \\ COUNTY / __ ry•( ) \ \ \\-
\\ F o \ ; / / \ \` \ \ \ ` DEFINED/ // //// / Pre -Development Post -Development DETAILS OF PLAN COMPLIANCE. \ \\
z I!, /' / / /' \ r \ \\ \ \ \ \ PRESERVED STEEP / \ \
o q / / / \ \ \\ \\
w ♦ / / \ SLOPES (TYP)X co
/ -
�rf �./ / /
\ t \ \ �1
4 \
\ I
-
Watershed Summary *_r y -. a \ \ l\\---- \�-- \\\� \ \; \ \. \\\�\\\"STORMWATER MANAGEMENT NARRATIVE: TREATMENT FOR THE CONST
\ '- \ \ \ \\ \
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�'\ ro _\ \\ / \\/ \\ J/ `-__ �� / � \ -�\ \\\� \_ -ono__ \ � \\ - _� �----/,�-♦�_ \ \ �\ \\\ �' ..
4F// \ vvvv. VAVAAAVAA// Total= 2.83Cfs 0.49Cf5
EXISTING r / / / °\ i \\.., \�.\\\ \\\\\\\////%////,-
\ F _ TREELINE Outflow Summary: 10-Year Storm Event
/ \ / \ \ \ \ \ \ ♦ \ t, \ \\ ` / / / / / / Pre -Development Post -Development
TMP:' 078E0 00 00 000AO
F ♦ - \ \ \ \ \ \ \\ \ / /d // / / / / / /' \ \ \ i /i OWNER: HYLAND PARK LLC _ QOT1NTY-DEFfNED-
\ * \ \ / \ \ \ - PR€SERVIED_SLOPES \ \ \ \ \
� � . / _ � - _ _ -. - � / r ✓ \ \ \ / / / / / _- � _. \ \ \ / / ,... ACREAGE 16.38 AC
Total= 11.72 cfs 8.82 cfs - \ \ \ \ l f /' ZONING: R4 RESIDENTIAL ` \ - --
/ DB/PG: 4163/429--\\ \\-\_ ------\_ ----
l /`fit \ \\--,7 7
DRAINAGE AREA A \ \\ ./ , \\\ TMP: 078EO-00-00-000A0-
y----- /' _ \ \I ♦ \ OWNER:` HYLAND PARK, LLC // \ \ \\\\\\\\ `1 \\\\ ) \ \ \ \\ \\ \ l _ _----- - _ - --- - _ -- - -
., ♦ 5.14 ACRES \\ ♦ ,'' \ ` \\ _ --=1
ACREAGE: 16.38AC
i 7--------- CN=57 \ \ \ \\ ZONING: R4RESIDENTIAL
Tc=0-.20 hrs.. \ \ \ �\ \ � / / / / / / / /\ \ \ 1 \ \ \ \ \ \\\\ \\\\ _-� _ -- \ \ n\ � / I // / �-__� \ �� \\ `� `__ �-----_- � ` \_ ---•\.
' DB PG: 4163 429 1 \ \ <„°. \\ \ \ \ \ \ 1 \ \ \
--_--- _sb`
's /f - `-- \\ \ ♦ COUNTY DEFINED
MANAGED STEEP / / / \ � � 1 \ \\ I �� 411111,
I `Tc=o:2ojhrs. \ \ \\ •�� SLOPES (TYP) / / / \ \ \ \\ \ \ \ \ \ \ \ \ ♦ ♦
DA A'Pre-Develo mentlm Impervious WaterQuantity)
P P ( \\\ \ 3 M \ 1 1\ I \ I ♦� '--\ \\.\ \6�°.\` / \ \� \ \\ \
ExistinStructures y 4,160sf \\\ 1\ I l Ir /// % ♦\ \ \ •� \� �� �/ \ \ \"
ExistingDrive &Walkwa s 528sf \ b � \ ♦ \. \' --\,v--_ °\ \- \
_L° \ DRAINAGE AREA'B' �
- - \ \ / \ \ \' \ \ \ Total = 4,688 sf ♦ \ \
/ - / _ \ r /-- \ \ \ \ / \ \
\J -_ \\ \\ \\ \_` ,/ \ \ \ \ \ \ `�`�\\ \ \ \ D.A.'A'Pre-Development Pervious Areas (Water Quantity) / /- \ 2.10ACRES •s'\\Y--
/ r v - v v �� y i♦ �-
/ ► v
Existing Woods 194,250 sf \ _ CN=55 ► -
/ / / - - \ Existing Grass 24,960 sf \
ti / / / // // /, \ _ ♦ _ g / \ \ Tc=0.19 hrs. /
vv v v D.A.'B'Pre-DevelopmentImpervio 1 V �L A �\
r � � _ _ Impervious
\40 \\ ' \\\ \\`\\\ Existing Structures 0sf I I /� // \ \ \{ \ - �, -.�M /'
__ \ \\ \ \\\\ \ Existing Drive&Walkways 0sf 3 / Imo, °�X//'
\ ♦�/ // ,/ i \\\ ) \\ CONAGEDSTEEP T �IUNTY DEFINED�
Total = O sf
\ _
r-i-'� -550-_ / li 3 1 \\ \ I \ c=o.1 hrs.
/ \ _ - \ \\ \ \\ \ \ \ \ s�. D.A.'B' Pre -Development Pervious Areas (Water Quantity) - \.9 \ \ \ \\ \ \ \ SLOPES (TYP) 9
\ \ \\ �f� \\ EXISTING _ \ ExistingWoods 90,038 sf a 3� \ \ \ \ _ I�--
v ��
_ , J \- \ \\ _ MANAGED SLOPES � � _ � \ \ \ Existing Grass 1,438 sf
(TYP)_. \ \ \ \ /' - I I /; .,K i. ) -\ \ \ I 1 \ \ -`\//- / / / ' '\ \
Aft
//r/ ---- M\ -l/ \\ \ _ •-�� ��� , \I \ \ \ / / GRAPHIC LEAft
LOCATION OF ��'� ��- >� v \ \ \v
v 3o eo o �VAVWA
*aPROPOSED BASIN B/
_ -- i
r l f I / -EXISTING VIA FLORENCE RD - - \ ' .�� �
\
Aft
- PUBLIC ROAD - 25 MPH ..�� ♦ x� _ \ \ \
IN FEET) �`���I
1 inch = 60 ft --
1
'A`\�'
m
\ \,
\ \ \ \ \\ \
IPROPOSED' ACRES TOTAL CONSERVATION
\ \ \
3 \ \ - l `\ - \ / _ _ , - - - �sy \ \ \ \ \� \ \\ - General Construction notes for Stormwater Management Plans
LAND FOR SWM QUALITY CREDIT (SEE GRADING - \ 1- _ - \ \ i. All dams and constructed fill to be within 95h of maximum dry density and z°i6 of
SHEETS FOR FULL EXTENT)+*+ +., % \' - \,'� -/ --- --\\\ `\ -\\� \7s\\\ \ \--- optimum moisture content. All fill material to be approved by geotechnical engineer.A
- geotechnical engineer is to be present during construction of dams.
w / �. - -- J \ \ \ \\ 5 l \ _- PROPOSED 1.31 ACRES TOTAL CONSERVATION - / \ \\ \ \ \ ^\ \ - _ - _ \ \ \ \ \ \ \ \ / \ 2. Pipe and riserjoints are to be watertight within Stormwater Management facilities.\�
u PROPOSED DETENTION I S) \ LAND FOR SWM QUALITY CREDIT (SEE GRADING - - J / \ \\ \ \�\ 1'I\ \ 1 1 \ \ 1 \ \ \ / - - \ �`° \ \ / \ \ temporary P P ;X
_ _- \
/ � N \ \ g 1\I\ �\ ^ - \\ \ \. \ \ \ \ \ \ � _- 3. Fortem ora sediment traps or basins which are to be converted to permanent \
BASIN A' �.,, \ SHEETS FOR FULL EXTENT) \\ \ \ \ \ \ \ \ 1 - - _ stormwater management facilities; conversion is notto take place until the site is
stabilized, and permission has been obtained from the County erosion control inspector. V "
as _ COUNTY DEFINED r
_ _-
z PRESERVED STEEP // / \ \ \\\ \ \ \\\` \/ Pr.` \ \\ \\ `- - - \ e° S/ \ '
/ + SLOPES (TYP)
earn - - \ �� _---/ /-• _ � \\r,\ \
+
COUNTY DEFINED
'-' +-. ...- � + a , a ♦ ♦ + /// / / / -\ � \ \ \ \\ \ \ Il C � / / ram\ \ \ r \\ - -\ \ \
/ \ +++++++.`. ///////'r/i- \`\\\ \\\\\\ \\\'ti\ \\ \ \ \\ PRESERVED SLOPES (TYP)
_ \� RAINAGEAREA A ♦.
\ + a \ n°
5.14 ACRES ... A
+
1`
CN=76 +« PROPOSED1. 1ACRESTOTA - 3 TOTAL
TC=0.17 hrs. / a + + LAND FOR SWIM QUALITY CREDIT (SEE GRADING
SHEETS FOR FULL EXTENT) \ 1 \
411
/ .._ ♦ is - `\ \\_1 \\l\\ \\ \\\��\.\ --�- -- \ \ \ \ \ .�.. \` \
J `
_ �� ,' v\ �'V / •,._. � ♦�� ,i, � �(\ ��� � \V A� VAS -v�� \ A \\\ \ \ V A V A { , I { �w
��, ♦ + v s \ �� v �A A \ \ \ V AA V V `
\\ \\ \\\' D.A.'A' Post -Development Impervious Areas (Water Qua
ntity) \�{
, // I \ ♦ �� Roadway 25,316 sf
/ / \ ♦ , Sidewalks & Driveways 15,817 sf \\ \ 1 I \
/ / \ \\ Buildings 50,784 sf
/ Tc=o.17 h rs. �� v v v v v `� pi it
vvA ' Total = 91,917 sf
D.A.'B'Post-Development Impervious Areas (Water Quantity)
3/L �
" Roadway 22,624 sf
Sidewalks & Driveways 14,893 sf
Buildings 14,843 sf \
\
Total = 52,360 sf
%, \ \ \ \\ ; Total Post-Dev. On -Site Impervious Areas (Water Quality) 7 '
v �;
�Roadway 63,192 sf
V A / '�..
Sidewalks &Driveways 40,327 sf
�£ Buildings 108,946 sf
+ + +
\ / a+ a /3
\� ' Total - f \
a 212 465 s
��♦ vv� �v r err e ��, +*
I
a
a + ♦ , A i
+ a GRAPHIC SCALE
EXISTING VIA FLORENCE RD ���..��' , +♦ + a ♦ ♦ +++
I. 240,
A
PUBLIC ROAD - 25 MPH '
v %
I ( IN FEET )
+ +. + + I -
1 inch - ft. �\
, a �r
DA'A
2.11 cfs
0.40 cfs
DA'B'
0.73 cfs
0.09 cfs
DA'A'
8.48 cfs
8.40 cfs
DA'B'
3.24 cfs
0.42 cfs
r
/ /�aL /'r
2.10 ACRES
N=82
Tc=0.14 hrs.
r \
WRAW
_ PR PO
I� DETENTION
ANnI /
/
D
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-- ---- - - - - - - -
SCOTT R. COLLINS'_Z
Lic. No. 035791,a
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30B NO.
162126
0
SCALE
1"-60'
c
0
0
a
SHEET NO.
9
m
0
4 COMPACTED AGGREGATE BASE
COURSE,VDOT#21A SURFACE COURSE 0
NOTE: JUNIPER PLANTINGS SHALL BE REQUIRED _ " - _ '
ON ALL SLOPES STEEPER THAN a (TYP.) -S60 .5
6a`
-- - \ - \\/ \ //%\ SCOTT R. LLINS _Z
_}
- - i
- - \ . Lie. o. 1 ,�
VARIABLE WIDTH '- _ - OMPACTED J`' � 9
WALL MAINTENANCE EASEMENT S70- _ -; _ - - _ \ C °
� i � \ N 0357
- - - SUBGRADE 9/25/20
`.-190Q NO DISTURBANCE SHALL OCCUR WITHIN- ONAL E
\ - -- _- CLASS A -TYPE 1COW-MAINTENANCE
•• �-, - AREAS OF PRESERVED STEEP SLOPES \ S
- - - - - PEDESTRIAN PATHWAY DETAIL
S8o- NO SCALE
' 598Bw \ -\\ - - 56o
604TW - - �\ I _ _ PROPOSED WALL -� -NO DISTURBANCE SHALL OCCUR WITHIN- In
598Bw i oa (MAX. HEIGHT=y'to 8') -AREAS OF PRESERVED STEEP SLOPES _ _ 2
/ - --
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LOT 30 6�z �;4� � - - - 570 _ F-
6o4TW / - _ - _-- - \ - - - _ Iz
598sW LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES HAVE BEEN DETERMINED Z w
FFE=6zo.z9o37 - 600 _ \ S90 TO BE LESS THAN z5% BASED ON NEW TOPOGRAPHIC INFORMATION TO THE SATISFACTION - 0 w
BSMT=6o -- �s ---OF THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h a
t LOT 2g / V _ _ --
bag 78 -
PROPOSED WALL - / - --- in m
° 6y� \ FFE-61g.6z (MAX. HEIGHT=y') - S o o coil Z_
BSMT=6o8.78
I - _
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6a
\ LOT 3z \ �+ LOT z8 604 / �600 / /\ - - - - 5 O
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\ 6 °B FFE=62o.yzi - T- bob VARIABLE WIDTH ------- -- 1� a
(PROPOSED WALL 4 _ _ _
BSMT-6o9.5g \. 6 8.y6 FFE 618.30 \ \ \ _ WALL MAINTENANCE EASEMENT a \ F-
(MAX, HEIGHT-6') N
\ \ \ , \ _ 62,.aa BSMT=6o7-47 / - -- W z
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NO DISTURBANCE SHALL OCCUR WITH(
_- v ` \ ° �� `. � � -6•� � -- - 610 P � � / A � _� 60� 6oa AREAS OF PRESERVED STEEP SLOPES �
�� a \ 61�2° 3xoa o LOT 2 SOO
/ \ � \ ° •• � ' ` ' ,„ i 7 / LOT 26 / � '\ \� sa �, 622.Tw
PROPOSED WALL \LU
BSMT=6o 88 4 ry (MAX, HEIGHT=6'to 8') 626.2a 5- / FFE=617:00 610 LOT 2�
�i \ -
\ \ �. T oT ro' 200 �. 6o6BW 6
1.
19.
\ \ \ 60 604 \ 1 b~ o So \\\ "x 61 / / 6 55° --- - y� ° . 616 \ oO XISTING MANAGED STEEP SLOPES
ct)fFE=618.13-3 61 .10 \ i \ 6iOTW
\ I �z 6a6s3 BSMT=6o8. o \ 6 8- 07BW T o EP
9 f 6i4TW FFE=6zz.00 J I- N
\ to \ F��� \` BSMT=612.17 r-4
s So
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NOTE: JUNIPER PLANTINGS SHALL BE REQUIRED `"
r
ON ALL SLOPES STEEPER THAN 3:1(TYP.) � � � .. / .. , �e2a.q "` �0011 _ � / �' � LOT 2L+
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EXISTING MANAGED STEEPS \ PES - LOT 33 % / 626.oa 3 i LFOA p �614 C%7 z
617.28 / 38 k / - N w
FFE=617.60 6 6 LOT � LOT 23 � � �/ �
I
BSMT=6o6.77
3Et a y� F� \ FFE-6zz.00 J / �a /
1 3 ,
61 .20
r FFE=616_ o >< /
I FFE=63 .1 5 c
EXISTING ROADSIDE 6� 9 3 / 6?° BSMT=6o 6 40B\ \ N -
DITCH TO REMAIN ° BSMT=6o7.30 5 7
i I
i
Arco
6zo LOT 22 / r \
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V/ � PROPOSED zo PUBLIC
- VARIABLE WIDTH / (/
°X
DRAINAGE EASEMENT
i
\ \FFE=-62o.70
/WALL MA NTENANCE EASEMENTPROPOSEDWALL
MAX. HEIGHT=6') o6
578.oINVa LOT 2s
. \ /
PROPOSED VDOT STD. ES- NN z
- o
- A 20
LU
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� 579•25 E s � / / \ 6"- J
47
4 8 o°_ 10 32 ED zo' PUBLIC �r�;- C� �� ` W LU l 579.50 4 x PROPOS LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES LU • � � M I I �, 1--I
(BERM)g /DRAINAGE EASEIV HA
VE BEEN DETERMINED TO BE LESS THAN z O/o BASED ON NEW � c
r 1 5 G Q
/ to+o0 45�. 59o_N . ° " ', 5 � \ ; LOT 20 \ / TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE \ o � Z
+ / COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h L9 J z
/ ^ _ / tie O P� :FFE=61o:60 /Y . w Q
578.76 i .e
% CULVERT #z - zo+So 50 \, 1 �:. A / Z
44 r �1 PROPOSED VDOT STD. EW-i \
r I i w/ RIPRAP OUTFALL - -- /_ \ \' Q
\u+aa �� \ � ' �' RAPHIC SCALE � _ �
r PROPOSED VDOT STD. ES-1 43 i ' 12+00 9 \ / / ' - \ \ \ (\ �(
C11+50 / > Q`V \ ..6• (Y 30 ° 15 30""', `625. 120 lJ Q9 06
PROPOSED VDOT STD. EW-1
� EW / .• �' � sir o' 6io
w/ RIPRAP ODUTFALL Y
IN FEETy
POP ED B S N inc = 30 LU
TIE-IN RIPRAP OUTFALL TO EXISTING _g 59 4)"5� ih < i W V
1
/ _ _
V A 15' CMP CULVERT, INV. IN-574�4o I 1, 1 ^
Ln
49 9 5z
CONTRACTOR SHALL CONFIRM EXISTING CULVERT 51 -�
ELEVATION & REMOVE ANY EXISTING DEBRIS PRIOR TO / J Sp
INSTALLING THE PROPOSED STORM SEWER OUTFACE / ! oo i
PROPOSED WALL
yoJ o _ ' ' (MAX. HEIGHT-6')
PROPOSED VAR. WIDTH r ✓ /� -
DRAINAGE & SWM EASEMENT
I
EXISTING ROADSIDE DITC
/
I E ARE-D VELOPMENTDRANA � _
AREA TO EXISTING i5 CULVERT j s s ,
D.A.=3.37 ACRES, Tc=14 MIN., CW=0.45 % - ---
Q2=5.46 CFS, Q10=7.43 CFS , -
5
POST -DEVELOPMENT DRAINAGE r'
AREA TO EXISTING i5" CULVERT is
Q2=S-3S CFS, Q3.0=7.39 CFS - -
j (SEE SHEET 16 ON THE FINAL ROAD PLAN / r
FOR POST -DEVELOPMENT FLOW /
/I A
CALCULATIONS)
Q-PO T < Q-PRE
-- - -
/ %// \
I
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH'
(ft.)
SLOPE
(°�)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
COMMENTS
40A
DI-36
CG-6
10
815.50
VDOT STD. IS-1 REQ'D
40A
15
31.39
0.78%
608.83
608.60
RCP
40
0I-36
CG-6 c
615.50
VDOT STD IS-1 REQ'D
39
15
32.13
1.36%
608.50
607,10
RCP
34
DI-33
CG-6
- 4
612.83
VDOT STD. IS-1 REQ'D
34
15
28.53
0.63%
607.00
606.85
RCP
30
DI-36
CG-6
10
613.36
VDOT STD. IS-1 REQ'D
39
15
32.01
1.09%
606.75
606.40
RCP
34
DI-3BB
CG-6
12
613.40
VDOTSTD. IS-1 REQ'D
33
15
70.83
2.96%
600.50
598.40
RCP
32B
DI3B
CG-6
10
602.69
VDOTSTD. IS-1 REQ'D
23A
15
31 97
0.78%
596.35
596.10
RCP
32
DI-3B
CG-6
10
602.52
VDOT STD. IS-1 REQ'D
31
15
42.42
1.18%
5iG.00
595.50
RCP
48
DI.36
CG-6
16
579.34
VDOT STD. IS-1 REQ'D
47
15
11.23
4.08%
575.68
575.40
RCP
4E
DI.32
CG-6
4
579:10
VOOT STD. IS-1 REQ'D
40
15
31.87
0.63%
575.00
575.10
RCP
44
DI-36
CG-6
10
579.10
VDOT STD. IS-1 REQ'D
43
15
15.32
0.65%
575.00
574.90
RCP
42
MH
N/A
NIA
579.67
VDOT STD. IS-1 REQ'D
41
15
6.61
0.76%
574.80
574.40
RCP
62
RISER STIR
N/A
30"
593.92
VDOT STD. IS-1 REQ'D
52
1 15
128.66
1.36%
585.00
583,25
RCP
52
MH
WA
N/A
592.00
VDOT STD. IS-1 REQ'D
40
15
15155
0.65%
581.00
574,90
RCP
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JOB NO.
------- ---
162126
SCALE
1 "=30'
SHEET NO.
13
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5
— '-S6o-
-
o��VA\SCOTT R. LLINS
U Lic. No. 035791l - — VARIABLE WIDTH
a
—WALL MAINTENANCE EASEMENT 57�9/25/20
_ _
SIGNAL EZyG
TREE PROTECTION FENCING (TYP.)
EXISTING TREES IN THIS
/ .i •$N2° _ - —AREA TO REMAIN --- \ �� \ LU
_ \ %
--
1 LO 30 \ --- --_ \ \\ Z
—600-_ o \� — - —390 IMITS OF TREE CLEARING (TYP_)CP
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\ LOT 2] 606 a - VARIABLE WIDTH —��
a
WALL MAINTENANCE EASEMENT Ice
s90. \ \ \ >
L -26
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FENCING AND ARMORING Q.-! V �8 QP �• __6� T
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OPEN SPACE Cy f ' @ B6 \ °°
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LU
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�I LOT 33
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L T
_VARIABLE WIDTH
`"m Anter " WALL MAINTENANCE EASEMENT V O \ a
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t
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II
CORRECT METHODS OF TREE FENCING
-� ; - ,�. - _,�%" I� `v LOT �''-e \ .��� V V �� C
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.r CORRECT TRUNK ARMORING 9 Pa l
\. -- _---
LLI
TRIANGULAR BOARD FENCE \ -
•
County of .Albemarle - - �� LO /\ \' �- - °}
Conservation Plan Checklist -To be placed on Landscape Plans I It L9 o
(Handbook pp lII-284-111-297 for compdetespecifrcalions) \ I' \� i. I - - --. i... ,) Q. , - \ \ -BIY4 - / L-L LU a- 3
1. The foparine Hems shall be shown on the oleo: / \� • ( '- �t,..;r � -- --- - \ � Q r�+�
i _ -
a
1 0
� Trery u+be erred. I /�� \... /'\. _'_ ___- � s { ��. 5+9 .rY- - -- .- L� ��� \ \`\ o f/ 0
® Limns ofdearing (nuts,de ddpbne of frees to he served l'. tp f • "'' i . \v
® Location and type of protective fetchg; `L U N O 1 _ �\
i
BE �
Goals ehartges requiring tree wells or walls; r ( �' • N �" I� 2
8 Q - I LiCIL
54 / Y ` L
63 Proposed trenching m area ding beyond the Limits of clearing_ P Say A t� �1
domme
2. Marl,
0 .tiI trees E he saved shall be marked with Rim or ribbonat c height deafly visible to egrripmetP operators. f I �r 2 •- .� ' f Y
U Nil oadin shall in unhl the uxe has beer inspected and approved b y a County Inspector
/// 1 1 1
J. Pre -Construction Conference:E
I,� 58z�\- -'• _ 596_ _- ..- PROPOSED S W M
U-' _i / z
Tree preservation and protection measures tor shall be reviewed with the contracon site j
\ -
1. Equipment Operation and Storage: Ul
_
saved
ILI Heavy
equipment, ment, vehicular nc and stora8a ofconstmcrion materials incindi shall not be pertained within the driplines ofuees FA LI I 1 '� \ �V A / \
rig soil l
az
1{1 OPEN SPACE B -- ' I/
LIj
S. Sail Erasion and 5itormwahr Detention Device: 1 I` �_ -----i + _� j �=�P w z
1I 1 \ _ / / /O/ TREES UPT04"CAL SHALLBESTAKED
LI Such devices shall not advem ly affect races to be saved. I _0_ . 45 AC - _ _ . _- .�� z.
\.` �_ �- � � �� � -- \ WITH z-z"xz"HARDWOOD STAKES. z
TREES OF CAL. OR LARGER SHALL BE w
fl Fusae enot permitted within 100 feet ofthe driplineofuess to besaved \ _ J - I�-- GUYED WITHg EQUALLY SPACED,TWISTED, U) to
"p V J Uj
Z_`
_ =III-+ 0.L 1- _ ANDTURNBUCKLES. LOOP HOSEAROUND L w
7. l oxlc )laterlalx:I. / / _ TRUNK. FLAG WIRES WITH COURVEY TAPE. ' U ® Toxic ntatetials a1wll not be stored within 1lXt feet of the ddpline of trees lobe saved. I III_/ �� / /
1 �� _ J J H
8. Protective Fendee: I \ ---- \ \ �' '„ DOUBLE STRAND GAUGE WIRE REFER TO SPECIFICATIONS FOR w
'`;- v V' _ 'i FURTHER INFORMATION
0 'fre"r le ba rmmned euttin 40 feat of a Itropasod building er grading activity shaD he protecrod by footing. \ j \ \ / WITH RUBBER HOSE & TURNBUCKLES 1. J
i]c Fearing shall be in place and shall be inspected and approved by a Cowry. Inspector poor to grading or construction.
9. Tree Wells; z"xz HARDWOOD STAKE
111,I �, / LL o
/ x "VVV VVV
® When the ground her el must be raised within the drrpliae of a tree to be saved, a hoe well shall be tuovided and a constiucaen detad \ / I \ -� , -- _ 113 & REMOVE BURLAP FROM TOP /' / s r.s
submitted for approval. �/ \ 1/30F BALL AS SHOWN i \ - \ 6 v >
// U l GUYWIRES WITH RUBBER HOSE AND
4„ �T��� .11\` TURNBUCKLES z/; UP TREE CD
o U
IU. 'free hest \ SCARIFY SUBSOIL TO MIN. DEPTH \�I--="'777
® when rite ground level must be lowered nirltia the dtiplia a tree to be saved, a tree well shall be provided; and a construction derail — f -y z'xz' HARDWOOD STAKES, ALIGN N x
andnoted forapprovel. 1 \ I 11 �'s ' - �\�� MULCH SAUCER / I`I/ TOP OF STAKES0 J
It. Trenchine and Tunneline: \ - J FINISHEDGRADE
MULCH SAUCER
fl When
hcn trenching is required within the limits of clearing, it shall be done as far away from the trdc ws of trees as possible. Tunneling
wider a large tin shill be orrsid=d a wt ultenmfiee when it u e tapat d drat accessary trasddug wille dtcw fader roots. \ / I TREES UP TO 4" CAL. SHALL BE STAKED. m
II ' �IIII\ AMENDED SOIL MIX
i� /I — TREES 4"CAL. OR LARGER SHALL BE � Iin
R. Cieaseo: \ \ / \ \------- GUYED D, #H 3 EQUALLY SPACED - U
® protective fencing shall be the last dens removed during doe finch cleanup. _ TWISTED, #zz GAUGE WIRE WITH HOSE III ` _ _ W
H7 F7REE AND TURNBUCKLES. LOOP HOSE III III p = w
13. Damaued Tree: I / AROUND TRUNK ABOVE BRANCHES III IIIII— IY 2 p
® Demag trees sbell be treated immediately byptumn&lismbzatienerothermcthodsrec..ordd by. trceapemodiac \ / J- `- --- -- - IIII 11 - I_- ASSHOWN,FLAGEFER TO WIRES ITH =�-� CUT AND REMOVE BURLAP FROM TOP
III- COURVEV TAPE. REFER TO SPECS - -a
NOTE:IT IS'HE DE\'ELOPEWS RESPONSIBILITY TO CONFERWITH THE CONTRACTOR ON TREE CONSERVATION I \ / =III FORADDITIONAL INFORMATION. \ =III= a/BOFBALLAS SHOWN JOB NO. m
RF-QUIREMENTS. �--- _ IIIII a
-III - = AMENDEDSOILMIX - - SCARIFY SUBSOIL TO4"MIN- DEPTH 162126 .Q
� %�--�RAPIIG -SCALE 'I III _ ITi=IT In= -IL—III III Ti-lit=11
4/19/17 I I / \ 30 5 0 —UB- 20 IIIII COMPACTED SUBGRADE =�=_� COMPACTED SUBGRADE o
III -III SCALE
CONTRACT PURCHASER SIGNATURE (DATE)
511106 Pape 1 of I
1"=30` a
\\\ ✓ Tree Planting and Staking Detail Evergreen Tree Planting Detail
IN FEET) \ Not To Scale Not To Scale SHEET NO. o
1 inch = 30 ft. — 15
s