HomeMy WebLinkAboutWPO201900042 Plan - Other (not approved) 2020-09-28GENERAL NOTES
OWNER:
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
090000-00-00-02800 (DB 4571, PG-421)
1776 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA 22903
TOTAL AREA:
13.00 ACRES
ZONING:
NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT
(ZMA 2013-00017 & ZMA2020-00006 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP
SLOPE OVERLAY). CODE OF DEVELOPMENT - LAST REVISION DATE- NOVEMBER 8, 2016.
VARIATION #2 TO THE CODE OF DEVELOPMENT AND APPLICATION PLAN WAS APPROVED ON
MAY 20, 2020. ZMA2020-6 WAS APPROVED ON SEPTEMBER 16, 2020.
PROPOSED USE:
RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS
100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS)
FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN)
DENSITY.
ALLOWABLE DENSITY PER ZMA APPLICATION PLAN:
TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS 80 UNITS
TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS 100 UNITS
MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF
MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF
OPEN SPACE:
PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 328 ACRES (25.2%)
PARKS AND ACAVE/PASSIVE RECREATIONAL AREAS PROVIDED:
OPEN SPACE A (BUFFER): 0.06 ACRES
OPEN SPACE B (BUFFER): 0.09 ACRES
OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES
OPEN SPACE D (POCKET PARK #3): 0.19 ACRES
OPEN SPACE E (BUFFER): 0.02 ACRES
OPEN SPACE F (POCKET PARK #1): 0.63 ACRES
OPEN SPACE G (BUFFER): 0.10 ACRES
OPEN SPACE H (POCKET PARK #2): 0.83 ACRES
OPEN SPACE I (BUFFER): 0.21 ACRES
OPEN SPACE J (COMMUNITY PARK): 1.00 ACRES
TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.27 OPEN SPACE)
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 AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
BUILDING RESIDEN7AL
HEIGHTS(MAX): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES)
BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES)
BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES)
BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
BLOCK G: MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
SETBACKS:
RESIDEN7AL:
FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK
REAR: 10' MINIMUM
NON-RESIDENTIAL:
FRONT 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20)
SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK
REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20)
SUBDIVISION STREETS-
CURB & GUTTER
WATERSHED:
RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC
WATER SUPPLY RESERVOIR WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT.- NONE
TOPO & SURVEY-
THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATI0N IS BASED ON FIELD SURVEY
COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING: THE PROPERTY IS CURRENTLY BEING
SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMA7ION HAS BEEN
FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020.
DATUM:
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING
GRAVEL DRIVEWAYS.
LIGHTING:
NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT.
PARKING:
PARKING REQUIRED: 2 SPACES PER UNIT + 1 SPACE PER 4 SFA UNITS" Q ( )
100 SFA UNITS = 200 OFF-STREET PARKING SPACES
25 ON-STREET/SURFACE PARKING SPACES
TOTAL PARKING SPACES REQUIRED: 225 SPACES
PARKING SPACES PROVIDED MINIMUM 1)DRIVEWAY SPACE + 1 GARAGE SPACE):
OFF-STREET PARKING SPACES. (2) SPACES PER LOT = 200 SPACES
-
ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING 33 SPACES
+ (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA.
TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDEN7AL UNITS
PHASING.
THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. THE RESIDENTIAL PROPERTY SHALL BE
DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN
PHASE 2.
BUILDING SITES
PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS
OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES
NO KNOWN CEMETERIES EXISTS ON THE PROPERTY.
STREAM BUFFERS:
THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER
SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
WETLANDS/STREAMS
THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY.
FLOODPLAIN:
THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005.
CRITICAL SLOPES:
THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON
THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE
MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY
CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN.
IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE
PROPERTY IN ACCORDANCE WTH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND
SHEET 3 FOR ADD177ONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING
BUFFERS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE
GARAGE.
SPRING HILL VILLAGE
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STORMWA TER MANAGEMENT • AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE
DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY
REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL
ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS
ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF
THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE
RUN-OFF FROM THE FACILITY.
RECREA77ON AREA:
SEE OPEN SPACE INFORMATION ABOVE
IMPERVIOUS AREAS:
ROADS 2.03 ac.
SIDEWALKS 0.86 cc.
BUILDINGS 2.66 oc.
DRIVEWAYS 0.75 cc.
TOTAL 6.30 AC (501- IMPERVIOUS AREA)
PROPOSED USES:
LOTS: 5.40 oc.-41.5%
ROADS (R/W): 3.95 ac.-30.3%
OPEN SPACE: 3.67 cc.-28.2%
OFFSI7F EASEMENT.
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN
EXIS77NG RIGHT=OF-WAY. NO OFFSI7E EASEMENTS ARE PROPOSED
WITH THIS DEVELOPMENT.
AFFORDABLE HOUSING:
AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE
PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED
w/ THIS FINAL SITE PLAN.
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TMP 90-35
DUANE E. AND ROWENA
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D. K 702 P. 792
D.B. 657 P. 234 PLAT
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D.B. 4473 P.48 PLAT
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NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN
APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY
TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY.
t<, 70)
PROJECT
SITE
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS
7
PHASE III EROSION & SEDIMENT CONTROL PLAN
10
UNDERGROUND DETENTION SYSTEM DETAILS & PROFILES
i4
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14
OVERLOT GRADING PLAN
irs
4&
5 TOTAL NUMBER OF SHEETS
LEGEND
ROADS
EXIS77NG CULVERT
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EARTH DITCH
a
0
CULVERT
DRIVEWAY CULVERT
Q
DROP INLET & STRUCTURE NO.
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BENCH MARK
CURB
CLEARING LIMITS
0
CURB & GUTTER -
- - - -
PROPOSED PAVEMENT
:s
T
0
EC-3A DITCH
200
EXISTING CONTOUR
DEPTH OF EC-3A DITCH
PROPOSED CONTOUR
Zoo
24D.55
VDOT STANDARD STOP SIGN
EC-2 DITCH
PROPOSED SPOT ELEVA77ON
6"
DEPTH OF EC-2 DITCH
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
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.
TT /R�LLINS IZ
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_ - / , /// I I - / , /' / / / /'L vv - W v I_ 0 - -- � �_-
/ ---- - ---I ---- EX - , / - / Y / / �v v V v v I _ �ENBE6LNG WOOD /�'i - _
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- y_ - _ _ - - _ - - / / ' / / / / / / I v v v v v I _ D.B. 1727 P. 674, 677FL7ST-� - _ -
/ - I ______---- / / /' ee`' \ I / , / / Ij \ \ \ - - \\ -- -DR. 47-07-P. 582 ��r- __ - _ _ _ ___ N
I\ \ /' � _ I _ __- - _-Oe5 , , /- ' , ____ �_______ / ,/ ,I // // / / / + \\ \\ \ �i. \ I D.8. 1571 P. 245, 246 PLAT _ 11 _ _ ___ _ _ ____-__ Q in
;/ I 1 - I -----' - / / / / " / // \\ \\ I' I ,/ / / /I \ \ \ ,n'!Ti\ D.B. 288 P. 347 COMM OF VA __ --__ ------ - �
/_\ / s I. .a-___ / / / \ \ ___- , , / °5 / / / \\ \ ` \ \ _ D.B. 279 P. 493-PLAT - _ - - - rn
/ 0 _ ,-on- / / /, / / /' --_-v v v - ' I ' ,'' I' / / I V ' v --- --__
/ - - _ a - _ - - / / / \ /' , I' I' I / / / J ZONE. RURAL ' - _
_ I
-- _ I - - --- - — — -- -
' TMP 90-35
' - , lM / / / / / / I' \ I -' I / /' / II - DUANE E. AND ROWENA \' _ _ _ _
M. SNOW
\ _ - --- --- --1- / Im-- „----.- - -- -_ ' / / / / /- ---a/s --- /I , / , /, / - \``-__
--- 0
_- / 9 - -- / -� \\ \\ / / , // / / ,' I -J D.B. 702 R992 � _ --
I TMP9 -27C 11 _-- ,' / b _ - _' // l - ., _ -- ' I ,' / / / I D D.B. 657 P. 234 Pl -' -- _
--' \ MINTER ES T. OR _ - - II --_ _ -_ - - --,- pey' // -_--TMP 90-28, - _____
/, ,'' ,' /' /' /' I ZONE: LIGHT INDUSST_RIAL -----_ __
I
-'- I LISA A. -.-I - up,, -I /' - // l I l / STANLEY MARTIN'COMPANIES.LLC - ' I' /' ,/ // /I __ - -- T
I D.B. 1149.P. 133- - - - -
_ I - I , / I / / " -0.B. 4571 P: 421 ----06- I' I , / / -- ---- -- -
\ D.B.621) P. 616 PLAT r - -1'- I— -- ----- " "-' -,' // /l 1 / /' // D.B.405 P. 22 PLAT I' ,II ,' , /I I' ----- 60- -- ---- - - ---- ---- z M
11 D.B. 554 P. 441 PLAT I - " I /' / /1 j l / H.W.P.B•1 P. 35:PLAT ---- /- ,' I/II'-/' -, -\I /- �'S - _ ------
ONE:RIRESIDENTIAL I' � i_ -- {I�"�I 'I - Ogg / /' / / / /'' //H.W.P.B.4 P 146 PLAT ' I' I' I' ,' 1j\ \ ///I-'-- - - _ --- - _-- - --- ------- -----_
---, - I °I', /-� _- - ^--_oes'' _ - // / //// // I I/ / i ZONEr NIk1,D\ ,moo°+`' 1/I,,'" ,''�\\I \ \\ � \//// .;--' __--- _ - ---_ _-__ _ - __-_----
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_ _ - - - _ -
--I ' , 3 "/.- - - -- --- HOME TO BE / / ' / `\o -- / I I I \ \ \ \\ ' / / / / /' ----- -
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- _ - _' TMP 90 35V J
I _ - / I Y; I / / RONAYNE, LLC J
/- - // ovc' // -_ / \ \\ // EXISTING OVERHEAD ,-\ /z/ // D.B. 4719 P. 402
-_____---- _ HfDS / POWERLINEANDPOLES \ _
/ // v I V v v v I - v ._I/ / / D.B. 4473 P. 48 PLAT
/ I / / / /� \ EXISTING S
�_ _ _ / � \ \ \ TO BE REMOVED I TO BE REMOVED - / II /' . D.B. 440 P. 198 PLAT
/ /, - \ , ,-, // / ZONE. LIGHT INDUSTRIAL U..�
0 I-
_ _ -- - _ _. /I ' I/ / / /// I - - - \\\ \\` \\ I _ovs 6NT1 l // - -
- v - - - 9.5'x8.4' 13.8•xt5.5` I- EXISTING GRAVEL -
/ ,
14 , /
1
' / ` - Metal Metal DRIVEWAY TO BE �� O / J
+- / I ; ' r r \ REMOVED I\ c '
\
I ;� �� shed shed ED ,\ l \�
-
I '\ grave Elec. \ I 11 \ - 540
__ - _ - -IO I I / _-O9sz <
_ Pale \\ I --06,-
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D.B. 28 . 453 I o oss _ _ _ _ I I ,,, EXISTING
D. 0 26A I I - - ��I O BE REMOVED v a,
TMP �0-27 - oy9-- _ _
_ _ - vv ul -
T P 0-26 I RES D NTIAL I RO'.ER SCH�CKEDANTZ /, _ -- _ - __ _ - _ - _ - EXISTING STRUCTURE - O`\ _ -- _ _ _
STE E L AND - --,, ---f i Iv AD.B. 1244 P. 'I - - -- _ TO BE REMOVED I, I 11 �� 1 'I vvv
Ss�i N PLED - , ui
- I D.B. 629 P. 616 PLAT \ _ _ _ - . - - -- - _ " - -- _ - (!\\\' \
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.B. 1 7 P. 388 I I'I I D.B` 130 P. 164.PLAT _ - - _ _ oss . _ -1#1 1 / I v v �y
, - D.B. 1 58 P. 88, 590 P I r. / I \ZONE: RI RESIDENTIAL _- - -NOTE: EXISTING OVERHEAD UTILITY ' / I \ LL
ZON : 1 ESIDENTI , \ \ I '-EXISTING UTILITY _- _ --- , I, EXISTING ACSA 20'
I ---- LNESALONGTHEFRONTAGEOF " -- t-'
\ \ POLES TO REMAIN I / _ - � _ -- _ I _ _ /' \` SANITARY SEWER �
III AND INSTALLED UNDERGROUND I _ EASEMENT 11
\ THIS PROPERTY TO BE REMOVED I
I �.:1, v y I v v - EXISTING MANAGED --- - - D.B. 28,PG. o6
e pv`y - / �. / 53 7 1
\ I I - - s10PEs rYP. - I - k GRAPHIC SCALE J I I \ I I \ \ 1 ---_ _ __ __ I ) I � - oU 1 - EXISTING VAR. WIDTH PUBLIC
\ voll. EXISTING \ ---- ----- - I -I ! \--_DRAINAGE EASEMENT W
R V I v MON. I I I / EXISTING EDGE OF �/
I;,, - - - ----_----- --- ROADSIDE DITCH I I I I / - --ors- LIMITSOFPAVEMENT--ovg--- I - I _II _ D.B. 28, PG. 06 LI_
GRAVEL � ' , � � / 50 p 25. 50 tOb 200
DRIVE 42a M45 4sELm - ''� I PAVEMENT -I I - 53 7 1
__�_ '- 51824 i ASPHA Avroximale /\ I I I I / REPLACEMENTS _ - - / EXISTING DRAINAGE - - ` I
oHe oery _ DRIVE Va Publm Servicesmt. 1 I I / �' - ----- -- - -- - _- I B£NCH MARK IS
INV IN ±550 14 -- ` _ ��_ - „ `, \ I o . - - PAVEMENT OVERLAY FOR - - - - p Si _ _ I�
�= -- - o.e.2zt P.3o \ -- ,___\ 1 I\�\-1\--I_-- -_--- _- -7_-- - 25'BSL _ REMOVED DRE TO BE P Fse� OUSE�-.SIIRINL: IIS 'GET ) tD
FULL OF DEBRIS ---- ,F �� / \ ---- \ \ \ 'C / SOUTHBOUNDLANE i r 889B334D lub ( IN P
--_-- ,15"CMP ---- OHEoslrv___-- I Ir.-' __ - -- _
--__ - \--\ INVIN -_ - 1-_ _ _ �_ _-_-___ ________ _ ______ ---_ __ ___ __ EtE-'1 P6oae_ _ Y -/ 'Sp' lec&Phone -_ _� `\j _, >_- I - E11482334.683� I inch = 50 fL.
'bl I. wre \ \ z _- _ ____
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- _
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,E EVATION
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-_--- _ _ r I f 527
o ,: _. o - _ I i \\ S33'54'3 y._ EXISTING Pale 6.,36I `- -- uo-re - o .I m w O
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w - -0
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_ 15 CM " a� _ // F--Q"TI= - _ =k�
OVED
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---- _ FULLO s� _ �� �.�___ _ B!6eo --- °I / POLES TO REMAIN --_ _ `I — __ -
_� ---__.____DEBRIS < - � _ � - o,,a - / � , \ � ��� ��- =>> � _ J U1.
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\ _ -_ _ 1 \ - - _ _ - - - - - < - - ,--��=-__ _ _ _ _ _ _ __ -- _ -
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1 0� 6�17 0 \ MAILB�X \\ o o - ---- /. \ /_ i _ _ POLE TO REMAIN �RAL>= - ��,---------- ---- �Lwn
` 1o51roHry 4 0--\----- ---- - '- - =-i - -=� -- - � U.S.RT20(80')SCOTTSVILLEROAD(55MRH) - - = - " -_ T;PTEm,-r>n1n?'1__ ---- - - - - -- --
J� p / o MAILS X < �_ - - f.N - h- , - __ -�-�-`—
1V OUT ±543ESI !fir<� __-I--_— / AN MAILBOX J\ ' _ _ I __ - - -
i��u" ` SIG '
JLL OF _ - - - - — � _ -_ _ _ _ _ _ _ _ -
L}EBRIS Im I ;� <S r ___---__ ' - _ _ _ - -. r _ - __ _ ` $� - rn'�o,ar onry _
INV OUT 55 9'- 7_-- --`m ' - - _ - ---- __ - - _ _ - - __
// TIMBER ¢ v__ �- A - _-< - --- MAILBOX- _-_ _L __ - __-_ ___- -- _ �-_ _ -
oHh _ _ _ _ _ _ _ - _. _
FULLOFD RIS WALL ,o� --__ opr olm/ - --_--- - - =_ _ __ /- _- _ _ . r - I I _ _ _
' i I -,tea" ,o e 'm' ,—_ -- oeroery \i__' N 'C --_ 'IN _- --MAILBOX-- _ , .'-;
_ _ _ s„o \ 1 Palm Ph f L7 _
T P 90 2 E m - to 0 off a — A proximate �.__�_So _ - ------ ------ - -
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32
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9 -a \ ac ,VII t - - -- - -- _
I E DIE LEE D ' I o aj II /\, \ MUN. VP PubPic Service Esmt, e ;' AproxAprox. 10' VEPCO Esmt. VDH. / - - --' '_--_ 71 ---- ,I'I�~- -- ---- -- _
2 "I - ' \ \ D. B.221 P.305 W `/ U. B.462 P.116 MON' 11 - _ EXISTING DRAINAGE \`\ _szo - -
MI LEE B ST 1 �" m ti `\ \ EXISTING LANES ` I \ �` , EXISTING DRAINAGE _ _ - STRUCTURE TO BE _ \
LIFE STA E I - 1D ' /' P90-21 ----1 I - �� D.B.288 P.80 J T__MP90-21H '��—' _ ---- -
1 1 JERRY LEE AND °� I T 90-21 F 1 5 - -' TO REMAIN I \ LIMITS OF PAVEMENT STRUCTURES AND _ _ _ o� �- REMOVED - -
IN .I TMP 90-21H \ I __
ma I STE HEN B. HE RY ! \TMP 90-19 \ DOROTHY B. HUNT - , D.B.03289 P 68, 71 PLAT ' I� �'
' DE `On �\ CULVERTS TO BE tecenas' -
D.B. 3716 P. 243
\ D.B. 3289 P. B.71 PLAT `__ - - _
' WI BU R.ANDEV i ,I Q ma REPLACEMENT FOR - -�_
D.B. 325 P. 367 PLAT I 1'"o r 1 D.B.
. 2816 P. 7 "' \ \ v q$ I\ / 31 .ra
ZONE: RURAL .B..3767 P. 332 '" 1 D.B.3 6,3 PLAT 1 IFFLETT \ S \ a\ \ x NEW DRAINAGE PIPE REMOVED D.B.717P 31 I oz<��. \I �\ - - -tea`-- -- --- --- sza
- _ -- N
JULIAN P BATTEN JRI
I I D.B 325 P. 367 PLA I 1 D.B. 19 P. 718,720 P T I I 3 D.B. 1717 P 33 / 1 D.B, 1717 P. 31 0h - CROSSINGO \ \ _ - - _ �'Na
r I 1 a I ZONE' L I n'& I \ _ D.B. 1350 P. 226, 227 PLAT ,o - - _ _ - -
I I - - _ NE: RURAL I I D.B. 1350 P 226 227 PLAT i I D.B. 1350 P. 226, 227 PLAT \ ,,%\ \ I , ' z) \ v_ _ � -_ � - - - - - �- -
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JOB NO.
182157
SCALE
III _ 501
SHEET NO.
2
/674 6 1 \ PLAN SHEET (MATCHLINE A)
o
30 ^�3o I
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TH
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— — — — I // 9 — �0a' / / >� ^� �/ — V / /SGOTT R. LINSiy
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/ /ELENQTO6 IL 649 AND
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N 3883416 19
/` \ \ - Ei as z7� 77 ANo E -' - 0� 09/25/20 �4
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_Elec.&Phone
bog ¢ \\ \\\\\ TMP 9 35A EXISTING R/W n 6R�oos L \
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P IP
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ACRES I (l \sss
_ _ _ LIMITS
DMITS OFF DISTURBANCE FOR ROM THE OVERALL = _ \ VUK
bpi \ \ - - .� Z � r \ MO..
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DRIVE I.
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S
/
TMP 90-35
DUAN - __ -sza \ \ \ / ' J wmAlLgox - .. /-
E E. AND ROWENA J ( _ 1
L9
M. SNOW. \ \ r 12' RCP i - - nI 5>0 D.B. 702 P. 792
TMP 90-27 i o D.B. 657 P. 234 PLAT a MAILB�X o 0 0 -
Y - - - - \ \ NV OUT+ roery IF mr / - \ �� SIG- - - MAILBOX
_ 5qg r, -
/ _ - ". ULL OFEBRISf m olnv
a O LISA A. -� � -I y.. /y y � \ � -� \ ,. p: __ _---�___ __ INV OUT 5.9 elF <x\ 6., I`
D.B,-1.149-P. 133 ° / / ,� \ \ / / /_ - WALL ^O a o v•
' `° - - - - �/`'� \ f 6°o FULL OFD RIS TIMBER a`v �oNry
D:B..6 9 P. 616 PLAT / / - -INSTALLS' DECORATIVE WALL , - no - / IP \ --\ 1
D.B.5 4 P.441 PLAT - - v / A / / / / - v - / I 130• ti gyp/ I _ I ° 1 o f N
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MP 90-27B ' STEVEN W. ND BETTY _ ^ I /
1, \ , =.r- _.: - i �/ ,• ssg - IP / LIMITS OF DISTURBANCE=1 z.AC
C. JOHNSON 53
i D.B. 1026 P. 715 .. "ars. ' S/ - ' ��/ _ _ \ N
\ D.B. 629 P. 616 PLAT I _L ' bv. 6 P :--.- ' •' ll' NOTE: CONTRACTOR SHALL INSTALL SILT FENCE TO BE INSTALLED '� \ \ _ - -- - `
IP I i' OFF PROPERTY LINE AND OUTSIDE OF THE LIMITS OF GRADING.
uj
TREE PROTECTION SHALL BE _ - BACKSIDE OFTHE SILT FENCE. \ - - - - >
NSHA INSTALLED ON THE ACKS I--
-
LIMITS OF DISTURBANCE -z . zAC i s6o
58
SSG LT-
IP \ -__�_ O
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552_
TMP 90-35V (n
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D:6..4.719 R.42 t
D.B. 44 P. W
PS / D.B. 0 P. 198 PLAT
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D.B. 37 8 .453 I I = w„ M - _. P - - - / Q O
I 32 P 284
P T TMP90-27 I I. : : __ - __ CONTRACTOR STAGING AREA /
I ROGEROT 1A � �-_ -� I m � IP WITH FUELING TANK, DUMPSTER, I / I —
^I pGERSCH\ICKEDANTZ IP - AND PORTA-POTTIES \\ 1 inch 0 ft. I` W �� W
D.B. 1244 P. 461
' I D.B. 629 P. 616 PLAT IP II. - -_ _ - - - W > 1
530 P. 154 PLAT A - 'I 7j7 '�
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`SUPPORT-� 1, 1• - I':_:: OUTAREA ��
� __ _ -_ _ _ _i I = _ � � - OFFSITE TEMPORARY
:- NOTE: o. ACRES ll x -ems 7 • -_-- .:, __ ___ _ _ _ - _ - - _ _ -
35 I 1 s s _ ,- :. sae ... �I °-sa I' V GRADING EASEMENTLu
REMOVED FROM THE OVERALLLn VDH. `. i :, '----ssr ..v v I / _ / / \ \\V W/ 2
oy I LIMITS OF DISTURBANCE FOR 1 1 MON. ° 0- - - !. A \
.• THE PROJECT \ ;"-�•, sas PS o �P ' �' _
A roximate j ) '--- - " _ Q_ /' i.,'� STl �C2'^ Is - _ \ I NOTE: CONTRACTOR SHALL INSTALL INLET PROTECTION AND SILT FENCE _ \ \
ml� V.P. cServikeEsmt P (/j�f I -5 -=-1 0`,�• A WITHIN THE RIGHT OF WAY AS SHOWN PRIOR TO WORKING WITHIN THIS d Q
D.B221 8305 Tv c j - f - ' ; Comm
V
z / Polk f I o - _ _ - �\_ __ -----' %k- - s AREA. CONTRACTOR SHALL COMPLETE THIS WORK WTIHIN A TIMELY \ (I�
=- -_ \\=-sal- -_ /. -- - --U -- PS - * - - _ _ _ I - ,I,itier�aip OP - FASHION, STABILIZE THE AREA, AND REMOVE THE E&S CONTROLS. ! // / \ \ \
oHe Derv-- _-- �_-_- - -
mane-- - --_ ho e; -----o _ - .� S' - '. __ _- - __ v �. I ! ! /� \
t' Del �.... al...�___ _, __ __ _ _ _ _ _ _ � � ��,�, � � 11 I ! \. � LL
eE P _-- . LIMITS OF DISTURBANLt z 2AC II I ! I N
S6° rluE ,I _ \s,4� v -I-__ v 53 I / \/
IP
SF IP
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MAILBOX \ o o p -7H•rRCP \ri MAILBOX' ° _ _ _INVJN F
o / MAILB X \ - - - - ► -__ - _ ` i
ortr rvry - - - BIF- - - o°E oS1GN - - - - - - - - _ -. - - - - \ - _ - _ _ \ _ _ - _ _
_ _ NTRACTOR SHALL MODIFY LOCATION _
Pole\ Phone MAILBOX'
- - - _ _ _ _`_ -- _In
OF THER / � �-ir's-��--m �orr�°H1i. � BOUT � O W
- BOX`t
o ,. oero orrr Dery \.. \ .> ,! OCK WEIR OUTFACE WHEN THE GRADIN - MAILBOX _ -- "-*� ;w,_¢ --�,-_ - - - - �==-��CDNC\�€aa / - _ / I �\
FOR THE PROPOSED ENTRANCE IS INSTALLED - -- - - - ' - - \ - - +*--**-.,..- - - �•-5 _ - _ - .,,e- - INV JOB NO.
y\ VDH. Aproximate I' n' " VDH - - - _ - - - - - -� -- - - - -- �. "'"-*-say-.x-a-'-'-•-+sm- - --�_ GQ
_ _ a
I I 2 I _ 1 MON. Va Public Serwce Esm 1. \% prox. 10' VEPCO Esmt. - - -- -- __ - - - --1P _f
I I i I D.B.221 P 3C5 I \ D.6.462 P.116 M0 OP = ---�. OP - "=ux-O T 182157
\ / - I o1 \ \ \ I D.B.Z88 P.80 - - _ _ L SCALE
T - D - / ��- - - UPPORT ssea .y,
JERRY LEE AND Imo 90-21 I / ' M 90-21 F \ \ I \ TMP 90-21 H \- , TMP 90-21 H1 - --2e, SF S 1 5 a°s1 ti ,z 1 —
u I
STEP EN B. HEN Y I s,-
DEB ugI WIL U .AND EVA I "TMP 90-19 1 DOROTHY B. HUNT I DOROTHY B. HUNT o \ 1awo3s _ _ - - - - -
5 D.B 2816 P. 28 \ / I I� Co \ s1o.7a� - szo-
D.r2�57P.73P67
6. 332 m ! I S FFLETT I I JULIAN P. BATTEN, JR I / �D.B.3289 P. 68, 71 PLAT D.B. 3289 P. 68, 71 PLAT \ - - - - d �o SHEET NO.
D.B. 33 , 37 LAT - _ \ mY.q \ \ 1 I z� A - - - - _ _SICN- - - A me
D.B. PLAT I I I _ D.B. 1 . 718,720 L T I \ �. D.B.`1717 P. 33 ' D,B. 1717 P. 31 \ Tp - \ \ - w' D.B. 1717 P. 31 i ( - - - - - ° _- _- _ - -° —
/ I \ D.B. 1350 P. 226, 227 PLAT I D.B. 1350 P. 226, 327P_LAT \ F�9�rg \ D.B. 1350 P. 226, 227 PLAT / \ - -- N
UNDERGROUND DETENTION SYSTEM DETAIL: SCALE 1"=20'
i •
LOT
87
L0OT
LOT
RP
LOT
LOT
-
LOT-
LOT
SE
VAR.
8
DTd
W
9091
92
PR RFOR
&
C
INC
DE
TH
INSPECTION MAINTENANCE,
_
ROPI
RTY
NE
ACCESS MH TO BE LOCATED UPSTREAM &
DOWNSTREAM FROM RESTRICTIVE WEIR
PLATE AND AT THE MIDPOINTS & HIGH
554--
7
POINTS OF THE SYSTEM, AS SHOWN.
I
t
548
0120" V. 526.93'
1+00
/
-----------
----
---------
------------z
"
Lr
/
0120" INV. 527.00'
26.00 LF @ 0.5�i-
LOT
L 95
_OT LOT LnT
9(� (-I RESTRICTIVE EEL WEIR PLATE, AT
V -.J LOW POINT, TO DRAIN THE SYSTEM.
n SEE DETAIL ON THIS SHEET.
QQ Uv- - - - _ _ _ k�0120" INV.
O
j-= m'2 INV. 52s.60'
- .00 LF @ 0.5i�.
280.00 LF
OT
00
i�3:a•;�nem
l5" HDPE - --
.13 LF
® 5.32%
PROPOSED LOWER 015"
UNDERGROUND DETENTION
SYSTEM PRIMARY OUTFALL
I
i / I
15" HDPE" /
108 27.05 LF
@ 0.67%
_� - 36" CL. III RCP 236.91 LF -
@ 0.73% i
dOiS
5 534
00
PLREO�UNDERGROOUND
000
- = - - TION SYSTEM TO 6- _
-� ATE RUNOFF CAUS>SD �- _ - -
IS DEVELOPMENT. ` ----_ - - - - -
PROPOSED ELEVATED 018" PIPE ALLOWS -
I PUBLIC ROAD & PATHWAY \ MORE SIGNIFICANT & LESS FREQUENT
TO SERVE AS ACCESS TO STORM EVENTS TO SAFELY BYPASS THE
SWM FACILITY - l UNDERGROUND DETENTION SYSTEM -
/
_ ---
CONTRACTOR SHALL CALL THE COUNTY INSPECTOR
& ENGINEERING DEPARTMENT 24-HOURS BEFORE
ANY ANTICIPATED CONSTRUCTION ACTIVITIES FOR �m
THE BMPs. THIS IS INCLUSIVE OF WHEN THE
UNDERGROUND DETENTION SYSTEM SUBGRADE IS
READY FOR PIPE CONSTRUCTION, BUT BEFORE - - - - - -
STONE BEDDING IS INSTALLED.
FACILITY INSPECTIONS DURING CONSTRUCTION:
CONSTRUCTION INSPECTIONS ARE CRITICALTO ENSURE THE UNDERGROUND DETENTION SYSTEM IS PROPERLY BUILT. BECAUSE THE TIMING OFTHE INSTALLATION IS DICTATED BY
THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER, COUNTY INSPECTOR AND CONTECH REPRESENTATIVE PRIOR TO INSTALLATION.
CONTECH, OR AN EQUIVALENT PIPE MANUFACTURER, SHALL BE CONTACTED WELL AHEAD OF THE CONSTRUCTION START DATE TO ENSURE ADEQUATE LEAD TIME FOR MATERIALS
AND DELIVERY. MULTIPLE SITE VISITS AND INSPECTIONS ARE REQUIRED TO BE SCHEDULED BY THE CONTRACTOR, WITH THE ENGINEER, COUNTY INSPECTOR & PIPE MANUFACTURER,
DURING THE FOLLOWING STAGES OF THE UNDERGROUND DETENTION SYSTEM CONSTRUCTION PROCESS:
1 PRE -CONSTRUCTION MEETING
2. INITIAL SITE PREPARATION (INCLUDING INSTALLATION OF PROJECT E&S CONTROLS)
3. EXCAVATION/GRADING (E.G., INTERIMIFINAL ELEVATIONS).
q. WHEN THE DETENTION PIPE SUBGRADE 15 READY FOR PIPE CONSTRUCTION, BUT BEFORE STONE BEDDING IS INSTALLED.
5. AFTER STONE BEDDING IS PLACED AND COMPACTED, BUT PRIOR TO PIPE INSTALLATION.
6. ATTHE TIME OFTHE PIPE INSTALLATION.
7. AFTER PIPE INSTALLATION, BUT PRIOR TO PLACING FILL OVER THESYSTEM.
S. FINAL INSPECTION (DEVELOP A PUNCH LIST FOR FACILITY ACCEPTANCE)
PLEASE ALSO SEE BELOW UNDER FACILITY MAINTENANCE FOR REQUIRED INSPECTIONS AFTER INSTALLATION IS COMPLETE.
FACILITY INSPECTIONS & MAINTENANCE AFTER CONSTRUCTION:
THE FOLLOWING MAINTENANCE TASKS SHALL BE PERFORMED BY THE CONTRACTOR IN THE FIRST YEAR FOLLOWING THE INSTALLATION OF THE UNDERGROUND DETENTION SYSTEM.
i. FOR THE FIRST YEAR FOLLOWING CONSTRUCTION, THE SITE SHALL BE INSPECTED BY THE CONTRACTOR QUARTERLY AND AFTER STORM EVENTS THAT EXCEED 1/2 INCH OF
RAINFALL.
2. THE CONTRACTOR SHALL LOOK FOR BARE OR ERODING AREAS IN THE CONTRIBUTING DRAINAGE AREA AND AROUND THE UNDERGROUND DETENTION SYSTEM AND MAKE SURE
THEY ARE IMMEDIATELY STABILIZED. CONTRACTOR SHALL SPOT RESEED AS NECESSARY AND ENSURE ADEQUATE SITE COVERAGE IS PROVIDED WITHIN THE FIRST YEAR. ATTHE
QUARTERLY INSPECTIONS AND AFTER EACH RAINFALL EVENT IN EXCESS OF" THE CONTRACTOR SHALL PERFORM THE ANNUAL MAINTENANCET KS DESCRIBED BELOW IN#.
i, AS. 6 3
AFTER THE FIRST YEAR THE OWNER SHALL PERFORM FOLLOW-UP INSPECTIONS ANNUALLY, AND AFTER EACH SIGNIFICANT RAINFALL EVENT:
3. A SPRING MAINTENANCE INSPECTION AND CLEANUP SHALL BE CONDUCTED ANNUALLY. THE MAINTENANCE PROGRAM FOR THE UNDERGROUND DETENTION SYSTEM SHALL
INCLUDE CLEANING IT ANNUALLY OF TRASH DEBRIS & SEDIMENT AND ENSURING THE INTEGRITY OF THE WEIR PLATE TRASH RACK AND OUTFALL & INFLOW PIPES. THE OWNER
SHALL ENSURE THE SYSTEM IS OPERATING AS INTENDED AND IS NOT CLOGGED OR DAMAGED. THE OWNER SHALL IMMEDIATELY CLEAN & REPAIR THE FACILITY AS NECESSARY AND
SHALL PAY SPECIAL ATTENTION TO THE INLET AND OUTLET LOCATIONS. THE ACCESS MANHOLES SHALL BE USED FOR INSPECTION AND MAINTENANCE.
550
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH'
(1)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
106
MH
CG-6
-
536.00
105
36
236.91
0.73%
523.97
522.24
RCP
102
DI-313
CG-6
12
529.58
101
42
48.49
0.89%
522.14
521.71
RCP
550
OUTLET PROTECTI
N NOTE:
CONTRACTOR SHA
PROPOSED ACCEc
S MH W/ STAIRS FC
R
L INSTALL A 14' LONG,
18" DEEP VDOT CL. AI RIPRAP OUTLET
PROTECTION
INSPECTION & MAINTENANCE.
to
LOCATED BETWEEf
THE PROPOSED OUTFALL
AND THE EXISTING LIMITS OF P
BLIC
o
RIGHT-OF-WAY, AE
SHOWN. OUTLET P
ROTECTION SHALL BE FLAT/AT 0% GRADE
WITH A FILTER
O
FABRIC UNDERLAY
ENT KEYED INTO
HE EXISTING GROUND A MINIMUM OF
' AT THE ENDS &
O
ALONG THE PERIM
ER. EDGES OF FI
ER FABRIC SHALL OVERLAP A MINIMU
OF 12". WIDTH A-
545
H n
PIPE OUTLET SHAL
BE 10.5' MINIMU
AND WIDTH AT EXISTING CHANNEL SHALL
BE 9.10'.
545
N N
PROPOSED o
1:~
GRADE
00
\
~O Ln-0
STR:106
EXISTING
I- EL z z
Ln > ~
MODIFIED VDOT MH-1
540
GRADE
- -
TP=536.Oo
INV IN: 524-07T01o8
o Ni
m o o F
540
10-yr
PEAK DESIGN
_
INV IN: 529.5oTO
WSE=537.70
18" MIN. COVER
\
INV IN: 532.50
N N N
OVER UGD
SYSTEM, TYP.
(TEMP. ESC PHASE II PIPE)
0 0 N N `^
INV OUT: 523.97 TO 102
o N Z Z
535
0
535
RESTRICTIVE
STEELWEIR
PLATE, AT
H o- > > >
V)>~ Z z Z
LOW
POINT, TO DR,
UN THE SYSTEM.
SEE DETAIL
ON THIS SHEET.
2-yr PEAK
DESIGN
WSE
533.22
PROPOSED
LOWER 015"
1-yr PEAK
DESIGN
UNDERGR
UND DETENTION
530
WSE
532.26
SYSTEM
IMARY OUTFACE
530
15"HDPE
STORM SEWER
�-
y 13 LF @5 32%
CROSSING, i' MIN
/
42" CL.
III RCP
SEPARATION REQUIRED
48.49 LF
@ 0.8
WE R PLATE INVERT=
525.50
\
`25
525
PROPOSED 0120'
CMP UNDERGRO
ND
OUTFALL INVERT
525.47 -
DETENTION SYSTEM
@ 0.50% TO
AT THE TIME
OF TEMPORARY
SEDIMENT BASI
PR
ATTENUATE RUNOFF
CAUSED FRO
#1's REMOVAL&
THIS
THE INSTALLATION
OF THE
ST
DEVELOPMENT. TOTAL
CMP LENGT
UNDERGROUND
=892.00' CON
DETENTION
RACTOR SHALL PLUG
SYSTEM, THE
STIR. 106's
15" CL.
III RCP
,
36' CL,
III RCP
OPENIN
WATERTIGHT FOR
THE TEMPORARY
27.oS LF
@o.67%
236.93. LF
@ 0.73%
OUTFAL
INVERT=
520
0
8" CMP BARREL (IN�
- 532.50).
EXISTING
LOW=
520
521.71
`^ 00n
N^
tmD p
N
mm o
01
o
mm m
tD
o
--t
o
H.
Ol
O
a)
i
0m60
N
't
1
m
m
0+50 1+00
1+50 2+00 2+50 3+00 3+50 4+00
UNDERGROUND DETENTION S
4+50 5+00
YSTEM
PROPOSED ELEVATED 018" PIPE ALLOWS
MORE SIGNIFICANT & LESS FREQUENT
STORM EVENTS TO SAFELY BYPASS THE
UNDERGROUND. DETENTION SYSTEM
540 1 540
EXISTING
GRADE
18" HDPE
11.og LF @a 40.58%oJ
PROPOSED 0120" CMP.
UNDERGROUND DETENTION
SYSTEM @ 0.50% TO
ATTENUATE RUNOFF CAUSED
FROM THIS DEVELOPMENT.
TOTAL CMP LENGTH=892.00'
'OSEDVDOT
EW-2
535
535
0
530
525
525
520
520
V7
rmi
d
M
QO
m
3:1 11
9
530 _
EXISTING 24" CMP & 42" DIP TO BE
-
_ i;
- _- --
ABANDON WITH THE PROPOSED ONSITE
-
DETENTION & NEW CL. III RCP OUTFALL
_
_
PIPE. CONTRACTOR SHALL FILL THE 24"
- -
& 42" PIPES WITH FLOWABLE FILL & CAP
-
THE ENDS WATERTIGHT WITH CONCRETE.
-
___
+QQ
\
4
- - ---_L-
42" CL. III RCF
48.49 LF
@ 0.89%
/ _
-
UNDERGROUND DETENTION &----
CONTRACTOR SHALL INSTALL A 14' LONG, -18"-DEEP�JDOTL[ AI RIPRAP OUTLET
BYPASS SYSTEM TO OUTFALL INTO
PROTECTION LOCATED-BETWE€N THE PROPOSED OUTFALL AND THE EXISTING LIMITS
NEW PIPE OUTFALL._NIEW 42" PIPE
_
0" LICrRIGH -WAY, AS SHOWN. OUT�T PROTECTION SHALL BE FLAT/AT 0%
TO INCLUDE A VDOT STD EW-2_
�($1 I-
Q I GRADE WITH A FILTER FABRIC UNDERLAYMENT KEYED INTO THE EXISTING GROUND
/
A MINIMUM OF 9" AT THE -ENDS & ALONG THE PERIMETER. EDGES OF FILTER FABRIC
SHALL OVERLAP A MINIMUM OF 12". WIDTH AT PIPE OUTLET SHALL BE 10.5'
�- MINIMUM, AND WIDTH AT EXISTING CHANNEL SHALL BE 9.10'.
--
-PROPOSED
GRADE
STR:1o6
MODIFIED VDOT MH-i
TP=536.00
_INV IN: S24.07TO io8
INV IN: 529.5o TO
INV IN: 532-So
(TEMP. ESC PHASE II PIPE)
INV OUT: 523.97 T01o2
4T THE TIME OF TEMPORARY SEDIMENT BASIN
#1's REMOVAL & THE INSTALLATION OF THE
UNDERGROUND DETENTION SYSTEM, THE
CONTRACTOR SHALL PLUG STIR, 106's
OPENING WATERTIGHT FOR THE TEMPORARY
018" CMP BARREL (INV. 532.50).
5+50 6+oo 5+50 0+00 0+25
EMERGENCY BYPASS
PROFILE SCALES
z"=5' (VERTICAL)
i"=5o' (HORIZONTAL)
PROPOSED STORMWATER MANAGEMENT NARRATIVE FOR THE PROJECT:
SUMMARY:
THE PROPOSED STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB REQUIREMENTS. SUMMARIES OFTHIS COMPLIANCE CAN BE
VIEWED IN THIS VSMP SET AND IN THE ACCOMPANYING STORMWATER MANAGEMENT CALCULATIONS PACKET.
STORMWATER QUANTITY:
CURRENTLY ALL OFTHE EXISTING IMPERVIOUS AND PERVIOUS AREAS WITHIN THE PROJECT LIMITS EXITTHE PROPERTY UNTREATED. THE
PROPOSED PLAN WILL CHANGE THIS AND WILL CAPTURE THE MAJORITY OF THE PROPOSED IMPROVEMENTS. THE CAPTURE AND
DETENTION OFTHESE IMPROVEMENTS IS REPRESENTED BY POST -DEVELOPMENT SUBAREA A, WHERE AN UNDERGROUND DETENTION
SYSTEM ATTENUATES THE RUNOFF. THIS SUBAREA IS USED TO CONFIRM CHANNEL AND FLOOD PROTECTION COMPLIANCE. CHANNEL
PROTECTION IS MET VIA 9VAC25-870-66 SECTION EI FLOOD PROTECTION IS MET VIA 9VAC25-870-66 SECTION C.2.b.
SUBAREA B IS DEPICTED ON THE STORMWATER MANAGEMENT PLAN TO CONFIRM THE CAPACITY OF THE NEW 42" CL, III RCP THAT
IS PROPOSED TO REPLACE THE EXISTING 42" DIP CULVERT.. PLEASE NOTE, THE ANALYSIS OF THE PROPOSED 42" CL. III RCP IS
CONSERVATIVE BECAUSE IT ASSUMES THE PEAK OUTFLOWS FROM SUBAREAS A & B OCCUR SIMULTANEOUSLY WHEN THEY WERE
SUMMED. THIS SUMMED FLOW WAS USED TO CHECK THE PIPE's CAPACITY IN THE ATTACHED STORM SEWER CALCULATIONS AND
IS CONSERVATIVE BECAUSE THE PEAK OUTFLOWS FOR SUBAREAS A & B OCCUR AT DIFFERENTTIMES. PLEASE ALSO NOTE, THE
2-YEAR VELOCITY IS NOT EROSIVE ON THE CONCRETE PIPE AND THE 10-YEAR STORM IS CONTAINED WITHIN THE STORM SEWER
NETWORK.
PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS PERTAINING TO THE
STORMWATER QUANTITY COMPLIANCE.
STORMWATER QUALITY:
THE LIMITS OF THE STORMWATER QUALITY ANALYSIS FOR THIS PROJECT IS DEFINED BY THE LIMITS OF DISTURBANCE. THIS CONCEPT IS
CONSISTENT WITH PRIOR COUNTY ENGINEERING DIRECTION. THE DEQ VIRGINIA RUNOFF REDUCTION METHOD SPREADSHEET FOR NEW
DEVELOPMENTS WAS USED IN THE WATER QUALITY ANALYSIS. THE PROPOSED PLAN REQUIRES ATOTAL PHOSPHOROUS REMOVAL RATE
OF 13.02 Ibs/yr. STORMWATER QUALITY COMPLIANCE IS MET FOR THIS DEVELOPMENT THROUGH TWO BEST MANAGEMENT PRACTICES,
THE BEST MANAGEMENT PRACTICE OF INSTALLING THREE (3) LEVEL II DRY SWALES IS IMPLEMENTED ONSITE. THE (3) THREE PROPOSED
DRY SWALES PROVIDE A REMOVAL OF3.68Ibs/yr. THE REMAINING BALANCE OF 9.331bs/yr WILL BE SATISFIED THROUGH THE BEST
MANAGEMENT PRACTICE OF PURCHASING NUTRIENT CREDITS.
0120" WEIR PLATE DETAIL
NOTE: SCALE:1"=5'
WEIR PLATE TO BE BOLTED &
SEALED TO DETENTION SYSTEM
WITH WATERTIGHT CONNECTIONS.. _ 4.36' _
OVERFLOW WEIR IS HYDRAULICALLY If�ll
EQUIVALENT TO AN ORIFICE WITH AN
APPROX. DIAMETER OF 026.42"
MANUFACTURE / INSTALL SIX (6) 0io" MID -FLOW ORIFICES
IN THE STEEL PLATE (INVERT ELEVATION 532.05')
INSTALLTRASH RACKS ON ALL
ORIFICES, TYP. SEETHIS SHEET
FOR DETAIL, OR EQUIVALENT.
MANUFACTURE / INSTALL ONE (1) 04.5" LOW-FLOWL-
ORIFICE IN THE STEEL PLATE AT THE LOW POINT OF THE
DETENTION SYSTEM (INVERT ELEVATION 525.50')
ELEV
ELEV
NFORCED 12 GA.
STEEL PLATE
ELEV.=424.cO'
No. 35791 ;a
09/25/20
G
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LU 'LU Lu
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LU
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Ul
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w ~ ZD
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JOB NO.
182157
SCALE
AS SHOWN
SHEET NO.
10
YD13C OTC-
/ 59z-- �' - 9 I - LOT-5
ZOT z LOT 1 . -L T o \ FFE= OT 18
_ ,-" r � OT 6� ATQH I ET I 5_ 5 5 1 �, 6. 65a1
590 ' LOT- _ FFE= -FFE= FFE= a 586 33 s L o -
1
PROPOSED VAR. WIDTH PRIVATE_ z -
PROPOSED SWIM ACCESS - - DRAINAGE EASEMENT - 55 FF 4 59z.00 591.33 59o.67 59 -" FFE- LOT B
S8 LOT FFE= 59 - 59z 67 - -BSMT= I BSMT BSMT- I
&FACILITY EASEMENT PROPOSED VAR. WIDTH PRIVATE --- 5s oo-- \ � _ 59333 "� BSMT=1 BSMT- II 81. 11- 80,8 580.16 � � II � 5 433, ssy.00 sle
/ i - - DRAINAGE EASEMENT S o 58z.16 1 5 49 5 3 o•oo / / 8
LOT FFE- 93-5 -11 BSMT- sao.5o s79.a3 �� 17 y i /
z.8 �1, 5 3.5 �Ir 58z.83 r. 5a1-s3 5ais6 F
s � 59 3 :BSMT-
8 6 4 5sz.5o 1 _ x I - -- -- I y/ $; �- LOT V6
5 3 7 5 583.17 x a - �fFE= 58133 s,
C
_LOTSo- FFE= BSMT- `583.0o s6333 t---, � I/ x --- �, ,, _ • _ � � . - 5 YD5 � � � 5 a 581.67 I s0
578.00TW� -
L� �574.00BW V A A
III 596.00TW \ \
PROPOSED zo' PRIVATE '' A \ - 0 SCOT
FEB6S5M.T5=9a67S. 81.67sa'
57588.83-
PROPOSED 10 PRIVATE 581.00
DRAINAGE EASEMENT Tw sa 79,00 I, a 7 n8.ys t �516.5-oTC
7 o -
0
ew 5T8 e.67
PROPOSED W (MAX. HEIGHT=6 0_0 - _ _ \ ; '. 15 So �8 16+o0 16 QL-----_- V�. 1 0 9 1
PROPOSED VAR. WIDTH PRIVATE \, \ y 5so.� .' �5+0011O ---
DRAINAGE EASEMENT S79go er - - - l - ._ 16B �4 - - \ PROPOSED STORM
- - .I .. l •_
SEWER SYSTEM
S74-33
-- 64.
r' -_-o:. --' LOT62 4 ., < �- .!o' \. ... -_ -:.• - s.zz _ r� 68_ 67 _I II
110,
PROPOSED8 YARD : J . 7 33 LOT63 / \, SSo sao.o5 n 79 n -----
- - 574.00 ... /=. -_. _ 9--.---- _A --------o f \\ 'i i •I- FFE= ' 6 u -
DRAIN SYS " W f i s73 7 Os73.1a
° 574.00" LOT I�
� 575.50 s 1a ,
579�00
TEM o ! 571.67 / Q` - x5° \_ - � a1.00 1 p � ¢
sa1.67 / 1, i z FFE= Ili
PROPOSED 10' PRIVATE n / f / \ \ \ -sn'33 / SSG 9"40 I % it i.67 571.01 _
" \ \ \ S7o 572.00LOTS
- DRAINAGE EASEMENT 568:67 - / -- PROPOSED zo' PUBLIC, �4- a p
5'So+. 569----��' \ a / r,. ` c y \ - DRAINAGE EASEMENT - t i r r i 570.
1 �� �' 93 \ \ i _
FFE 169.6 is F
5J033---- YD1zA--------< 57075 x°o n9.67 1 T8o LOT81 FFE=580.00 L5' LOT83 " it L o.00 7�
5705o/ PROPOSED STORM sei - 57 LOT1 0 1
cb f - - - - - - - - - N� SEWER SYSTEM 574 FFE= 581.33 BSMT= 57o.17 FFE= 579-33 - - PROPOSED 3 DECORATIVE WALL F • y ( LQ b
(NOTE: WALLS 3' IN HEIGHT OR LESS DO ° -
- _-- - NOT REQUIRE RETAINING WALL PLANS - FFE= / '^ ".. na.o6'� _ sn.e7 LOT 79 \\ FFE= 58z-oo BSMT= 571.50 _ BSMT= 569.5o I i.- i� FIFE
17 56j.67 5 a.93', -1
BSMT 57z.16 LOT 8z
- o - - 570_33 0.0o I' �, c;- '/ ',; '' � ''�a � FFE- 80.00 � - _ I 568.00 - 7 J � °n
- 6 - - - �� - 5 PROPOSED VAR. WIDTH PRIVATE / L
i568 LOT 64 57 f 9z LOT 8 BSMT= 570.17
s 65° � 7 `I I DRAINAGE EASEMENT
' (' o ns"oo - - PROPOSED YARD DRAIN SYSTE } f I r
L� 566�.5 .. �1' S7, 49 I I FFE= 65 67 5 451 < � I I
•: e'. •' •• FFE= 7 .00 � /
° w / BSMT=568.17 YD15B PROPOSED WALL (MAX. HEIGHT=6')
' PROPOSED 1o' WALL MAINTENANCE EASEMENT " 568.00 _y / a '�-
' _ FFE- y se . �,6 x X / PROPOSED VAR.WIDTH PRIVATE --------- - _ - 8 - �I -- '-------
' 568.33 IP �Fs 4. n233 DRAINAGE EASEMENT/ YD15A - -570
5S-6-g.-55-o-w33-----------
6 ' S 68/ _-�_- _� 556oBVJ - 5666o..0o0oaw ss
6�.00BW • I L
9.8W BSMT= 655O 39
s --- - --
I 1
76 LOT77 "� 56a ooB�5$ -- - - - - -- YD4A --�� i' � 156o I ° i / e,.• i FFE= �6o 67 {s6o 33 .,,.... PI
NOTE: CONTRACTOR TO INSTALL PRIVATE 8" - \ FFE= 57z.67 --- ------ 556 :�, y 561.o x 9
DRAIN LINE FOR ROOF & FOUNDATION DRAINS FFE= 566.00 563 �� V/
o. sr BSMT= 562.83YD1 i f 566.00
WITH 1o' PRIVATE DRAINAGE EASEMENT-566.33 \ 5 6o.0oBw-
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/ i YD16F / / 8 - 5 8.6 1558.1
/ STEVEN W.,AND BETTY C. JOHNSON ' 563.67BW LOT 6� YD15E 64- i 55 YD4 10 559 o L 6
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i D.B. 1026 P. 715 / 069 1 - L067 , /89 H- o6z.oD.`B. 629 P. 616 PLAT
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FFE- 56333 :PROPOSED z°' PUBLIC \ - `. 88 - - L 56 r: i 557.00 L 3
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DRAINAGE EASEMENT 56y.OoTW j l 5 3 7 II j _ \ 87 `. ; , PROPOSED DRY SWALE / i. FFE T 7 5467 554III
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DUANE E.-Al ROWENA M. SNOW
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55i:000BW yNOTE: CONTRACTOR TO INSTALL PRIVATE 8"
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D.B. 530 P, 164 PLAT I w P r -- 5 w o \
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NOTE: CONTRACTOR TO INSTALL PRIVATE S" ��1 zB co-WITH
A FILTER FABRIC UNDERLSTALLE . RIPRAP DITCH 0 CHARLOTTESVILLE GI
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Va Public Servi e Esmt. i ss4 PROPOS ROUSE-SIRINE �J
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ED SWIM ACCESS & WITH 10' PR_ IVATE DRAINAGE EASEMENT PROPOSED SWM ACCESS & 'k o- I NO scams ' _
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❑ _ \ IC SC A�E 306 No
MAILBOX 1 ❑ / HWPB.1 PG.354 /y 1182157
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