HomeMy WebLinkAboutWPO201900042 Correspondence 2020-10-05 (2)GENERAL 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 (OB 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 (25.27.)
PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED:
OPEN SPACE A (BUFFER): 0.06 ACRES
OPEN SPACE B (BUFFER): 0.09 ACRES
OPEN SPACE C (BUFFER/POCKET PARK 114): 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 ✓ (COMMUNITY PARK): 1.00 ACRES
TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.29 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 RESIDENTIAL
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
RESIDENTIAL:
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-RESIDEN7AL:
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 INFORMA7ON WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMA7ON 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. INFORMA7ON 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.
LIGH77NG.
NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT.
PARKING.-
PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS)
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 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 RESIDEN7AL 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 WI7H THE REQUIREMENTS
OF SECT70N 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:
774ERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY.
FLOODPLAIN:
774E PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON 774E FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005.
CRITICAL SLOPES:
774ERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON
774E PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR 774IS 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 SECT70N 32.7.9 OF THE COUNTY
CODE & 774E APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN.
IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG 774E BOUNDARY OF THE
PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICA7ON PLAN. SEE THIS SHEET AND
SHEET 3 FOR ADDl77ONAL INFORMA7ON 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
VSMP AMENDMENT #2 TO WP02O190OO42 -� n
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA (�
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TMP9D26
STEVEN LEVINE AND
SHAWNNA PLEDGER
D.B. 1657 P. see
D.B. 1658 R 590, 590 PLAT
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TMP 90-27B
STEVEN W. AND BETTY C.
JOHNSON
D.B. 1026P.715
D.B. 629 P. 616 PLAT
OPEN SPACE
(0.10 ACRE
TMP 90-27
LOT1A
ER SCHICKEDANTZ
D.B. 12" P. 461
B. 629 P. 616 PLAT
B. 530 P. 164 PLAT
I
BLOCK G
l 4' ACRES
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AMENITY SPACE
OPEN SPACE H
)0.83 ACRES)
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TMP 90-33A
FAITHTEMPLEL RM:
JANETH E DANIELS, HGWARD
DCAREYETALTRUSTEES
D.E. ZI55. PG.7C8
OPEN SPACE C
)054 ACRES)
BLOCK E m
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(0.19 ACRES)
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i3 AMENITY SPACE
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OPEN SPACE FV L` 4,�
(063 ACRES) �
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AMENITY SPACE
a
SGOTrsl
STORMWA TER MANAGEMENT AN UNDERGROUND DETENT70N FACILITY IS PROPOSED WITH 174E
DEVELOPMENT TO ACCOMMODATE 774E WATER QUANTITY
REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL
ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS.
ADDITIONAL MEASURES MAY BE INSTALLED AT 774E OUTFALL OF
THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE
RUN-OFF FROM THE FACILITY.
RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE.
IMPERVIOUS AREAS. •
ROADS
2.02 oc.
SIDEWALKS/PATH
0.95 oc.
BUILDINGS
2.66 oc.
DRIVEWAYS
0.75 cc.
TOTAL
6.38 AC (50% IMPERVIOUS AREA)
PROPOSED USES:
LOTS: 5.40 cc.
-41.57
ROADS (R/W): 3.95 oc.-30.39
OPEN SPACE: 3.67 oc.-28.2%
OFFSITE EASEMEN T.•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN
EXIS77NG RIGHT-OF-WAY. NO
OFFSITE 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.
TEAN )SCAPED
BUFFER AREA 1
RENCH MARK 1.
I FWSE 6F N
STAi ON 105
N 1B66RJ3.30�
TMP 90-35
DUANE E. AND ROWENA
M. SNOW
D.B. 702 P. 792
D.B. 657 P. 234 PLAT
D.B.4 19 P. 402
D.B. 4473 P. 4a PLAT
D.B.446 P.iae PLAr
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.
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
9�
B---_.... _..---
93
14
OVERLOT GRADING PLAN
4G
SWIM AtEISESS Aide ....... _. ___ _-..__.. _....
5 TOTAL NUMBER OF SHEETS
LEGEND
ROADS
a
EXIS77NG CULVERT
,••_,•,
EARTH DITCH
0
CULVERT
WAY CULVERT
QDRIVE
DROP INLET & STRUCTURE N0.
BENCH MARK
CURB
CLEARING LIMITS
a
CURB & GUTTER -
- -
0
PROPOSED PAVEMENT
T
EC-3A DITCH
200
EXIS77NG CONTOUR
DEPTH OF EC-3A DITCH
zoo
PROPOSED CONTOUR
240.55
VDOT STANDARD STOP SIGN
EC-2 DITCH
PROPOSED SPOT ELEVA 77ON
g"
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.
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', D.B. 554 P. 441 PLAT / --' - ---
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/' .B. 1 7P. 388 I � \ \ D.B1 \530 P. 164,PLAT �\ /\ ----- _p9 - , I c, / \
-- D.B. 1 58 P. 88, 590 P I r\ \ZONE: R1 RESIDENTIAL \ _ '
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-/' ZON 1 ESIDENTI I \ / '- -- -- \\-- -_ ---_-----'' / / ----SANITARY SEWER \
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FULL OF DEBRIS -- -}-_I_- / - -OU - - --_- - \\ , cram. CHARLOTKINI= IS
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JLLOF BRIS mm , -- Hr ry = /______________ l - - - -_--.. - _ / - _ - _-_ --
/ INV OUT 55 9 7�__ > \� , -_ ----_ _ IN - ___---___-_ _ _-_-_ _____ _ __ ' A 530
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\ \ \ I \ .3.221 P.305 ,, `/ I D.B.462 P.116 moyv I \` -- -- __ ,
I' MI LEE ST I P 90-21 m I ~ \ \ EXISTING LANES \ I \ \ -\ I ` D B 288 P.80 / I _ _ -
LIFE STA E - 1D /' / \ I g \\ \\ \ \ I I 'LIMITS OF PAVEMENT STRUCTURESAND TMP-90-211"I 'o ' _ REMOVED -------------------- ------__--_-________ -
1 JERRY LEE AND a ^ , .� TMP 90-21 H - J \ .. ` \ // I\ CULVERTS TO BE �'�/ _-- teI.&M
_� / T 90-21F TO REMAIN I r��_
' D.B. 3716 P. 243 IaI STE HEN B. HE RY / \ I \ I DOROTHY B. HUNT ___ �`_ ---- `
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WITHIN THE RIGHT OF WAY AS SHOWN PRIOR TO WORKING WITHIN THIS \
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D.B.221 P.305
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AREA.CONTRACTOR SHALL COMPLETE THIS WORK WTIHIN ATIMELY \
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- _ - -
fiber ap
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FASHION, STABILIZE THE AREA, AND REMOVE EE&$CONTROLS.
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MAILBOX o o \ _
/ - __ "-"-v-._"-,- .� - >.� _ - - - - \ \ INVJ61 I24'"�CP
\ SIG MAILBOX' "sooi 0 JX
) / - .v-x-x-.�.v- \ \, � � 7�' s3o — i ` off' / MAILB \ _ _. — — — — — — __ — / - \ — — � ,—� t _ +e oNr— — — 15.81 �' NN/ OUT J 0 w
T-s - - - - a \ GN —I - _ - - - _ _ - _ _ / •� °'.Fx_•. - - _ - oN7v - - �' 515.40 e 1 \ \ \ p W
oNr ollry \ _ \ \ ) / - - - NOTE: CONTRACTOR SHALL MODIFY LOCATION. MMgILBQX e _ _ - -- --- _ `�:_ _ / - s� a LU
° onr on?v \ sso Pal / -- - _ - _ - �_"-x-x-x-. _ - - '^�� - i
m PF on \ \ " hone _ - OF THE ROCK WEIR OUTFALL WHEN THE GRADIN T-� - - �v1AR-BMX - - - - _ "-x-x-x- - - - -�•` - - / ' \
- - -
o _ - -+- �, -C - INV JOB NO.
FOR THE PROPOSED ENTRANCE IS INSTALLED
DH - _ _ _ - - - - ^""**-x-x- - - _ - ��- o�
\ \ \ \ A rox. 10' VEPCO Esmt. ' / .—. - - - - - - / "-*+w+-M."�-x+�„-M-M-"' �' --I_ r
lov I 7 \ A rowmate _- ____ - _ \ >+IP\ 182157
T - D Q \ / I \ \ \ \ \ \ 1 ° MON. Vp PD B229oP.3e Fs t\\ x\ x P D.B.288 P.80 - ---- - —_ _ -�, P - o9 sI
\ \ \ P \ /
\ \ 1 \ \ I 7 M 1y1 OP SCALE
I I 90-21 / — I \ \ \ I / _— —�� — _ — — — w/WIRE - — — — — snm e^ .
SUPPORT 518.31N Z
JERRY LEE AND ma STEP EN B. HEN Y / M 90-21 F \ TMP 90-21 H I_ I / I — TMP 90-21 H �� — — ��, SF I TOP 1' 1
DEB I togl WIL U .AND EVA I \T P 90-19 I \ \ \ DOROTHY B. HUNT \ \ I DOROTHY B. HUNT I 1 - S�
6 D.B 2816 P. 28 \ � \ A V `I / t o _ sza� - �,
D. 332 FFLETT I JULIA P. BATTEN, JR I B. 3289 P. 68, 71 PLAT" 1 I \ / D.B. 3289 P. 68, 71 PLAT o \ - sooz - - L+ SHEET NO.
ly, I D.B. 33 i , 37 LAL I \ I �' \ (&T8 I / �-I rn I z - - - - - �� s�sas - - - A m�
D.B. 25 P. 367 PLAT I - 'D.B. 1 . 718,720 L T I \ \ \ D.B �1717 P. 33 I 1 \ \ D.B. 1717 P. 31 x ` m�$� x I \ o D.B. 1717 P. 31
D.B. 1350 � 226, 227 PLAT 1 D.B. 1350 P. 226, 227-PLAT ' 4 x / D.B. 1350 P. 226, 227 PLAT / a \ - - - _ _ _ - o �� - _ - _ _ _ - ry - - 7
UNDERGROUND DETENTION SYSTEM DETAIL: SCALE 1"=20'
OT LOT LOT LOT LOT TOT LOT LOT- LOT LOT ,� LnT LOT
LOT LOT OP SE VAR.
RESTRICTIVE STEEL WEIR PLATE, AT
Q Q W DTU SW ESM PROPOSED ACCESS MH w/ STAIRS FOR (� 15 HDPE
�� 87 vY gg C INCDE ITH 90 91 92 INSPECTION& MAINTENANCE TYP. -� 95 9V - LOW POINT, DRAIN THE SYSTEM. 1OO 4.13 LF / �r i / / / / / / / / r.1
ROP RTY NE ACCESS MH TO BE LOCATED UPSTREAM & SEE DETAIL ON THIS SHEET. 7
0 5 32%
M
WIbV.526.93
DOWNSTREAM FROM RESTRICTIVE WEIRQPLATE AND AT THE MIDPOINTS &HIGH PROPOSED LOWER 015"POINTS OF THE SYSTEM, AS SHOWN. UNDERGROUND DETENTION -� 525�fl' SYSTEM PRIMARY OUTFACE / / r Lm548 JF
1+00 �+00 - - - m12o" INv. i � /aooLF -� 15 HDPE, Ln
/ / Ln
---------�----------------- -----+-----------------� - n 108 27.05 LF / I o
Pn!1 o
0111161. �r �y li.r®�'r•�r0�r®`.r��'��o'ri„r�er!"'r!1 `ter® •
PROPOSED -UN
- DETENTION SYSTEM TO
ATTENUATE RUNOFF CAUtlS€D
FROM THIS DEVELOPMENT. \
I
/
/
Gn_
CONTRACTOR SHALL CALL THE COUNTY INSPECTOR
& ENGINEERING DEPARTMENT 24-HOURS BEFORE
ANY ANTICIPATED CONSTRUCTION ACTIVITIES FOR
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 CRITICAL TO ENSURE THE UNDERGROUND DETENTION SYSTEM IS PROPERLY BUILT. BECAUSE THE TIMING OF THE 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 PROCE55:
i. PRE -CONSTRUCTION MEETING
x. INITIAL SITE PREPARATION (INCLUDING INSTALLATION OF PROJECT E&S CONTROLS)
3. EXCAVATIONIGRADING (E.G., INTERIMIFINAL ELEVATIONS).
4. WHEN THE DETENTION PIPE SUBGRADE 15 READY FOR PIPE CONSTRUCTION, BUT BEFORE STONE BEDDING 15 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 THE SYSTEM.
B. 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 TA5K5 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 1I2 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. AT THE
QUARTERLY INSPECTIONS, AND AFTER EACH RAINFALL EVENT IN EXCESS OFV, THE CONTRACTOR SHALL PERFORM THE ANNUAL MAINTENANCE TASKS DESCRIBED BELOW IN #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 15 OPERATING AS INTENDED AND 15 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
utuu� -� I
-
36"CL. III RCP236.91 LF ------ -"
/ 0 0.73%
/ dr
/ 534 _ s+oo i102
�a EXISTING 24" CMP & 42" DIP TO BE
536 ABANDON WITH THE PROPOSED ONSITE
DETENTION &NEW CL. III RCP OUTFACE
_ PIPE. CONTRACTOR SHALL FILL THE 24"
PROPOSED ELEVATED 018' PIPE ALLOWS & 42" PIPES WITH FLOWABLE FILL & CAP
PUBLIC ROAD & PATHWAY \ MORE SIGNIFICANT & LESS FREQUENT THE ENDS WATERTIGHT WITH CONCRETE. -
TO SERVE AS ACCESS TO I STORM EVENTS TO SAFELY BYPASS THE \
SWIM FACILITY UNDERGROUND DETENTION SYSTEM
I / Y�.11-/ /
/ �► /
UNDERGROUND AETENTIOfW&-
i
/ �CONT TOR SHALL INSTALL A 1410NG,4&'--DEEP-ffi .. AI RIPRAP OUTLET BYPASS SYSTEM TO OUTFALL INTO
PROTECTION LOfcATED-BEiWEEN THE PROPOSED OUTFACE AND THE EXISTING LIMITS NEW PIPE OUTFALI NEVV,42" PIPE
/ / \ Ln OF -PUBLIC RIGHT-OF-WAY, AS SHOWN. OUTS PROTECTIO 1VSHALL BE FLAT/AT 0% TO INCLUDE A VDOT STD. _W-2
( O GRADE WITH A FILTER FABRIC UNDERIAYMENT KEYED INTO THE EXISTING GROUND O
A MINIMUM OF 9" AT TI4E-EN155_& 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'. - -
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH*
(ft.)
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 PROTECTION
NOTE:
PROPOSED ACCES
S MH w/ STAIRS FC
R
CONTRACTOR SHA
L INSTALL A 14' LONG,
18" DEEP VD01
CL. Al RIPRAP OUTLET
PROTECTION
INSPECTION & MAINTENANCE.
LOCATED BETWEEf
THE PROPOSED OUTFALL
AND THE EX
STING LIMITS OF P
BLIC
,�H
RIGHT-OF-WAY, AE
SHOWN. OUTLET PROTECTION
SHALL 13E
FLAT/AT 0% GRA
DE WITH A FILTER
\
O
FABRIC UNDERLAY
4ENT KEYED INTO 1
HE EXISTING GROUND
A MINIMUM OF
" AT THE ENDS &
ALONG THE PERIM
7TER. EDGES OF FILTER
FABRIC SHALL
DVERAP A MINIMU
OF 12". WIDTH A
545
n
PIPE OUTLET SHAL
BE 10.5' MINIMUM,
AND WIDTH ATEXISTING
CHANNELS
iALL BE 9.10'.
545
~ N n
PROPOSED O
GRADE = o �F
o o
\
" p � Z O
STR:io6
_
\
EXISTING
o CL > >
`^ > ~
MODIFIED VDOT MH-i
N
540
GRADE
TP=536.00
INV IN: 524.o7T01o8
J o r4
m O O F-
540
-
10-yr
PEAK DESIGN
INVIN:529.SoTO
N
`n -It
WSE=537.70
18" MIN. COVER
INV IN: 532.50
It
O N N N
OVER UGD
SYSTEM, TYP.
\
(TEMP. ESC PHASE II PIPE)
pD Q N N Ln
J N N
�
INV OUT:523-97TO102
0 �
z z
535
. 0 u p
H 11 > o_ > > >
v) > Z Z Z
H
535
R
STRICTIVE STEELWEIR
PLATE, AT
LOW
POINT, TO DRAIN
THE SYSTEM.
SEE DETAI
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
RIMARY OUTFALL
530
15"HDPE
STORM SEWER
�-
4.�3
LF @ 532%
CROSSING, i' MIN
/
42" CL.
III RCP
SEPARATION REQ
JIRED
-
48.49 LF
Cal o.8
- -
WEIR
PLATE INVERT
525.50
\
525
525
OUTFALL INVERT
525.47
PROPOSED 0120'
CMP UNDERGRO
ND
AT THE TIME
OF TEMPORARY
SEDIMENT BASE
DETENTION SYS1
EM @ 0.50% TO
#1's REMOVAL
& THE INSTALLATION
OF THE
PR
ATTENUATE RUNOFF
CAUSED FRO
THIS UNDERGROUND
DETENTIONSYSTEM,
THE
ST
DEVELOPMENT. TOTAL
CMP LENGT
=892.00' CON
RACTOR SHALL PILL
G STIR. 106's
15" CL.
III RCP
36" CL.
III RCP
OPENING
WATERTIGHT FOR
THE TEMPORARY
27.o5 LF
@a o.67%
236.93. LF
@ 0.73%
OUTFAL
INVERT=
520
018"
CMP BARREL (INV.
532.50).
EXISTING
LOW=
520
521.71
lrl
�t OD
M N
n
^ N
lO
llt
n
Ol S
�D V)
N
M O
Ol
M Ol 00
rl lD
� ci
It
O M
H
M
S
O
0 d
Ol
0 M
Ol
m
N Ol
N M
O Ol
0 M
M
0 M
ci
M
M N n
N
rl OD
N
06
0 N
D
M
M 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 I 540
EXISTING
GRADE
18" HDPE
1i.og LF @ 40.58%J
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
1D
N
m
6
-PROPOSED
GRADE
STR:1o6
MODIFIED VDOT MH-1
TP=536.00
_INV IN: 524.07 TO 1o8
INV IN: 529.5o TO
INV IN: 532.50
(TEMP. ESC PHASE II PIPE)
INV OUT: 523.97 TO 102
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 6+50 0+00 0+25
EMERGENCY BYPASS
PROFILE SCALES
i"=5' (VERTICAL)
1"=5o' (HORIZONTAL)
9
`42" CL. III RCP
48.49 LF
j ®0.89 0
PROPOSED STORMWATER MANAGEMENT NARRATIVE FOR THE PROJECT:
SUMMARY:
THE PROPOSED STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB REQUIREMENTS. SUMMARIES OF THIS COMPLIANCE CAN BE
VIEWED IN THIS VSMP SET AND IN THE ACCOMPANYING STORMWATER MANAGEMENT CALCULATIONS PACKET.
STORMWATER QUANTITY:
CURRENTLY ALL OF THE EXISTING IMPERVIOUS AND PERVIOUS AREAS WITHIN THE PROJECT LIMITS EXIT THE PROPERTY UNTREATED. THE
PROPOSED PLAN WILL CHANGE THIS AND WILL CAPTURE THE MAJORITY OF THE PROPOSED IMPROVEMENTS. THE CAPTURE AND
DETENTION OF THESE 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 DIFFERENT TIMES. 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 SEETHE 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 23-02Ibs/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 OF 3.681bs/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:
WEIR PLATE TO BE BOLTED &
SEALED TO DETENTION SYSTEM
WITH WATERTIGHT CONNECTIONS.
OVERFLOW WEIR IS HYDRAULICALLY
EQUIVALENT TO AN ORIFICE WITH AN
APPROX. DIAMETER OF 016.42"
MANUFACTURE / INSTALL SIX (6) Oio" MID -FLOW ORIFICES
IN THE STEEL PLATE (INVERT ELEVATION 532.05')
INSTALLTRASH RACKS ON ALL
ORIFICES, TYP. SEE THIS SHEET
FOR DETAIL, OR EQUIVALENT.
MANUFACTURE / INSTALL ONE (1) 04.5" LOW -FLOW!
ORIFICE IN THE STEEL PLATE AT THE LOW POINT OF THE
DETENTION SYSTEM (INVERT ELEVATION 525.50')
SCALE:1"=5'
ELEV
ELEV
NFORCED 12 GA.
STEELPLATE
ELEV.=525.So'
No. 35791 In
10/1/20kQ
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SHEET NO.
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YD1 O YD13C \ y / _ t V F • }I 1 OT 18 II \574.00sW \ \
/ - - _ I , I• , - 3 � - 1 59z.o 1 1 LOTS - FFE= 586.oa / Sa4J I II 1 596.00TW \ \ \ \ \ \
' / / / �I / / /' / // // // / // /c - I • . `. 1•d 1 T.. I , - `' .. PR O P OS ED VAR. WID�T.H PRIVATE - - �. 8 s8s S\ 9�/ n 58
/6.LOT5sL4.00 _ o.00sw\�
yFFE= ,LOT FFE-
8 PROPOSED VAR. WIDTH FFE591.33 590.659o.00PRADRAINAGE EASEMENT 59z.00
E -DRAINAGE EASEMEN 59a.67 FFE=
& FACILITY EAEMENT• LOT FFE= BSMBSMT- BSMT
59333 BSMT58z.8e _580.83 / 8433i \ \\ \ \\ \ \ \ \ \\
\ \ \ \ \
\
- OO�
SIC
CT�i Ql
LINf�S
GZ81580.i6 PROPOSED zoPRIVATE
LOT7
59z.83 /BSMT-
.1FFE= LOT 6 80.z DRAINAGE
AI A \E EASEMENT
MENT
i7 5&591.50
w4 8
/ J / FkRI q ` ` 50 - - - 7600 - LOL6o FFE= 583.00 5a3;33 ,, I / x --- 57 yp d 5sz6� / 5 7 p s7z.oO \ s G
5 BSMT- \ I I _- _ - 7?, s\\ 5 81 6 J e \566.0064Y
6r581.6 / saz67 / II II N r ✓ SSIr
\ \ 588.83 - BSMT= 5sz.33 , Y \ 1 , - - .37 .a7 s7s a /, z�58 574.00aw
io
- , 580 47 79 65 16A
PROPOSED io' PRIVATE // 3 R BSMT- 581.o0 _ - N \ \, (- a�: 4 `- \.:. _
DRAINAGE EASEMENT TW 8 ff - YD1 A 5806 , / a i73 i -
p0 // /' ✓ BwSs' LOT6i 579.00 065 7\ 0 5 \\ \ \ \ \ \\
-
- PROPOSED WALLS (MAX. HEIGHT-6') s o`YS✓ ° / 1 i6 Q�-
/ \ / n PROPOSED VAR. WIDTH PRIVATE - • ' . - q y5 0o- \ o \ _ - / 5 -\ \ - - -{-T \ PROPOSED WALLS
DRAINAGE EASEMENT r 7g o / ° n n - `-W - - 16B --- PROPOSED STORM \ (MAX. HEIGHT=6') \ \ \ \\
I
FFE=
// S .-/a�s/� f -/- --s / 3.5y5• o°{Y/ sD7s13so���i -. ° PRJO_ ti�,:�/
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LOT 62 o \v-__\ \ \- \
T 657879 57812
PROPOSED 8" YAR8-- q
0oW
DRAIN SYSTE FFE=
_ -
i- --_ --
_-- ---- v- - v-
�
Hw
i--i
z
571.67 570 w
67 s' / r� r
PROED 10'PRIVa o
DRAINAGE EASEMED zo'PU570 57z.00 LOT 4 u
�O
6zorw57
OTI� 57.00BWDRAINAGE EASEI _,
575/ FE= 5 o 'I
57i' POSEDSTORNLOT 81 L9 70.00 570.00TW
3 tl s64.oBU 80.00 w
FFE=57933PR�STFFE= 581.33 BSMT- 570.37 LO no�zOUc
LOT FFE= 5SMT= 5IF z a(NOTE: WALLS 3'IN HEIGHT OR LESS DO 06 79 571. o E=
RETAINING WALL PLANS)FFE= 5 .67 <BSMT-57z.i6 _j w
00U) m57p33 E= 80 PROOAR. WIDTH PRIVATE
O64 SMT= 57o.z7
DRAINAGE EASE
_ W a
PROPOSED YARD DRAIN SYSTE
- gl` `•' S7�49 " /� /.FFE=578.00 / - - - - ' / r �/ FFE= 56567 5453' V / // / /' �/ 0
65 - _ z! A BSMT= 568.17 YD156 PROPOSED WALL (MAX. HEIGHT=6') -- --- - - , 1 I 11 566.00 3 w
k
PROPOSED io' WALL MAINTENANCE EASEMENT 68.00, . h°
Ir / / j PROPOSED WALL v VERY,6ENSF/GE�ETATION yy0
/ /' t FFE= 5 i - x y PROPOSED VAR. WIDTH PRIVATE V _------ - -� - - - - Y i b� III MAINTENANCE EASEMENT / /- - - - - - - - w
57o YD1 C - 68 ----- ------
// /-- // ��- - - 56, ti x - - - -- - - TMPW10 / /
/ i6cP 568.33- f li` 57z33 DRAINAGE EASEMENT/ YD15A 5-5 / / / 5�I \
/ FFE-_ - \ \ \DUANE�.�4 D N/YM S1G0 /
\ - / ✓. / d` • -� 5666 566.00 564.00 - D.B!B2
g9' S6g.5orw BSMT �565.50 568 -= 6o.00sw s6z.00sw • f \ / / ,0 566.5oew t L p f 56osw L �T \ D B. 657 P 2q PiAT / /
• 5 1 s - 9 \ / 76 �T77 / / 56o.00BW-55E __ -t- ------ YD4A -- 56o /' i / FFE= 60 67X 560 33
NOTE: CONTRACTOR TO INSTALL PRIVATE 8" > 66 0o i \ x FFE= 57z.67 y N ----_----- :':: , 556 _ _-- --- ` 61=o y 2.00sw
55z.00TW \ \
DRAIN LINE FOR ROOF & FOUNDATION DRAINS FFE= 5 20. BSMT= 562.83 YD15 i s66.00T� __ y' / 5 L I i I ss \NOTE: CONTRACTOR TO INSTALL PRIVATE 8"
WITH 1o' PRIVATE DRAINAGE EASEMENT -56633 \ 6°.OoBw // ----- i - ' Ty I L!I 56o.00sw RAIN LINE FOR ROOF &FOUNDATION DRAINS
TMP�O-27B / / i YD16F I f / , ,' ` / i '' $ _ / 1a ' FFE= 5 8 6 �Ss ,a 554 WITH 1o' PRIVATE DRAINAGE EASEMENT
„j ,
STEVEN WAND -B/JOHNSO / / / s66.67 W J LOT 66 � I o 5 5 �
/ /li / s 3 7 > YD1 E >' 6k, i / _ - YD4 �590
i 55
D.B. 1026 P. 15 / 0L5
! H - -_, .•. : III i. o
D.B. 629 P. 6/1 PLAT / / � ' ! I I LOB .' � ti � s6z ooYW ., " _ - - :/ 1oA L 8 �
�' � 6 i - � / / o . 560066w•./ , �� � - �. / _ I
- !%: •: t ;,•`' - � / r B I 557• �3
FFE- \ z. ,PROPOSEDzo'PUBLIC 56 u % oo I ss zs n
-PROPOSED io' PRIVATE I 6 .6 \ 33 6 I DRAINAGE EASEMENT I/ \ c y _=a-' o
DRAINAGE EASEMENT / ' I I 5 3 7 \ -
/ ! y I T 7 6.00rw
/56y.00TW i I y PROPOSED DRY SWA FFE= III ° \ 50.o0BW
56z.00Bw /: SSS.o � 5
60 / I �54 67X 554 0: 0m ` 0 /
,
/ / / / / / I 5 0.00 ---��- 83 �- / , '�. !. •. j / L T 6
LOT 75 / i - - sz FT
e7 ssz.6y 55
_ , FFE= 5 z.00TW .
FFE= 560
L X 548.00BW
LOT 68 BSMT= 551.17 ACCESS &
FFE= ._, - \ I •_ 8a I u
FACILITY EASEMENT '
560.00 \ e 1 } 1 ` 4 so. : rr •. 550 l z-\-\--55z ---- SSoI \ . - // / /
i' `/• '. ,`,` 4 ,l / :n i ------ -- - \ .54a.001w\ /
LOT I / \• ,` , \ I - -
�4- I � .. , / 1/ I I 0 I` p 547.00BW /
557.73 559 33 -FFE= 6 • ` ` ` `\ . ` ' • \, ` 559 7 �` . ` G FFE= 5/ \
I FFE= - - - BSMT- 549 83 549. 0518.67I 11
/ 5� \. / I I \ , \ \ "\ I. r/ ° \ ° 54737 " /
o f S j a y 0 /
o NOTE: CONTRACTOR TO INSTALL PRIVATE 8" & t`
% I o / - DRAIN LINE FOR ROOF & FOUNDATION DRAINS V1IL ,` l ° / / \ \
I
� i �� � I� I I I it
559 33 ss9 00 -•• I
CN
LOT 69 + - r / / PROPOSED 10' PRIVATE as •PROPOSED 10' PRIVATE FFE= T 4545! / /
DRAINAGE EASEMENT 547 00
557. \ I it 5i ss 3� ~ Ssaoo LOT73 DRAINAGE EASEMENT \ 5 ii T5L.67 45� w
\.
/ FFE= 55$33 s PROPOSED VAR. WITTH PUBLIC - r /
rn.. PROPOSED zo' PRIVATE DRAINAGE EASEMENT + i i FFE= 35 !-33 5 / CC
LOT7o ,� !` � BSMT- 8. o I I o \ , I � ` - N G
55767, l -54 5 L DRAINAGE EASEMENT I sl 545.67 / o O
FFE- - - 1155}7� h� I f
- - - / PROPOSED io' PRIVATE / / 558.o0 8tl - - - - - - - - - 55 FOT z L III \ N
a � h 7- j I to
DRAINAGE EASEMENT-./ I / 8 '' / N
/ _ 8A - E - 540
_ I 0 6 LOT 7z Sr .00 saz 4 bS /
--
- I o0
_�--c-,- - sss37 ss6.57 - YD 54433 3 U..�
FFE= = 547- ( YD10 3 L -
' / + BSMT= 547.17 I PROPOSED zo' PRIVATE �I \ /
FFE= si49 ° T 6`.00_ z \ B LOT1
/ I 557.33 9 %� i \. � I b , ` I � _ - - _ � 54 - DRAINAGE EASEMENT / \ z er ` FFE- \LU
7 ss7.00„ 6 n I YD ` - - � E7 , �` •• � ° 543 34z 67 s4z o •' S8A, / J
YD16 54 ' 8 oa L / / n
- - ---- --- ds--- . . ' • .; T ., :° 6A ' I/ - - - � - - \ S 58B i
0 4tl \ U)
/ /' 56 7--=----- ,� 78 ___, _• F r /66 ° io 57 + / W J 7
PROPOSED 20'PUBLIC i - -- " • I 54 v - - - - -
DRAINAGE EASEMENT
L9
/ 4 L=R
1 ,�z, W�LAN
E -,-
]hype-i•' Lo TMP W-27
-
j . r° • / . / N m� zn °n \ T:-- �.-. PROPOSED STORM I 5 b /\
\ LOTIA / !; ` ! h- h o„ < �r SEWER SYSTEM - �', -PROPOSED zo' PRIVATE / \\ Q , ^
\ I ROGER SCIIIICKEDANTZ / I/ I/, 4 _ _ _ - _ 1.; DRAINAGE EASEMENT / \ \ V /
D.B. 1214 P. 461 /_ _ T. -- `- - - - -- - - - - - I __ \ _
1 . � C 4 55. a 5 a.... 555.78 555 53i - : 554 90 _ 554-z SSz 90. ` 5i.33 50.io 49 3 . 547 9z 0 4 a7 •:o � -.. 544 37 43 37 �- 54z 47 4a a 54o.g 54a.z 5 xh / / 7- 56A I / - \
D.B. 629 PII. 616 PLAT p ` ^^ i t v - T �_ Sz y�W _ q -` V� - = (e t y� % U
D.B. 530 P\164 PLAT ( i a \ I:
5
1 I II 6.z` S6.z zg ozT.; �.: 8.z : 44J5 :. 4275 z z
56.z5 5 556.25 555 59 i54.92 5 4 i.$o - 49 50 4 46 0 4409
54 4 I /( '�n J
\ \ \ \ I 74\ J L J L J L-J L�� I li -J L -1 L- L�� L � 1 I li -J L�J L- J L J L \ °r f�i / / / -� 56B - I / h \
\ \ \ 73 LOT 8 LOT $ LOT 86 LOT 8 LOT 88 LOT 89 LOT O - a // -T - _� -� \
I 1 4 5 7 .� I 9 LOT 91 LOT 9z LOT LOT 94 I i tflTgS_ LOTg6 LOT 97LOT `-� LOT 99 LOT 100 � II'' � � uj
� �� - - - � \ \ � >
\ \ YD16C 93 n I 54 i / / / / 7 - - - - -
\ - FFE= - - s3ssw' 4 _ / / / / j / / / I i - - \ O
\ \ \ Ul
FFE= FFE= FFE= FFE= FFE= FFE= 'FFE= FFE= FFE= FFE= - - FFE- o u > / / / / / r \
FFE= FFE= -FFE= Q' \ J
\ \ \ I 556 58' 6. 8 6. 8 556.58 555 9z SSS a5 I 553 17 550 50 548.5o I ,` I li 545_08 544-42 543.o8 FFE= 54175 III /
PROPOSED ao' PUBLIC I 55 5 55 5 551.83 549.83 - 546-4z z. z o Q / �. \ W I --I
/ DRAINAGE EASEMENT e" ISERSI s X 5445 z. s4z.z5 6sw /
tLU
6.0 555 4z 55z67 X 50.00 8.00 I - x 4 s .X k _ y / I , 1 N
\ \; I 556.08 556.o k 55 556.o X 55475X I SSz33 � �ri 4933 X � 1 • 45,9� 39z 54z�9z� �
554= - -�= a7 so - - - - - \
1
SSz4z z. z ` z. z $ ` ak 4�'9� z z5 ' S3 6 1 j - j / j/ / / /' c36 W I I` i - - - - -
49�z7 548.83 -. 47.8 -` 54z. 539� J' �!J .
/ \ O YD1B 55 SSz.z 554. 54_.. 7:<. 49` 54 5 .6-. - -- .. `J I 1 /- / / / /...\� W F , /-�`1... \ -\��\\
\/�I�. 6 �`� ,. z. o 3: b' i.z6 . 550 50 , , :: 5. - X':.. :.54a.4z 546.00i 547 5z 47 00. z. r g 4¢.0 540 44 S o 1 1 .
\ o X 55 3 JE 55 ,3 �. - 5 X k ° ..X .„. X , ... 9( 54z85X x. x- 5 9 5 `Y 53 534.08 : I Q , 3_
z 4a.az PROP VD0T CL. Al RIPRAP LINED ~
- _ (MAX.3, 5¢.00-- o -- - 5y6' 0 YD1 I II Q b CHANNEL FROM PROPOSED CURB CUT
/ PROPOSED WALL HEIGHT= _ --------- 1 5 53 sE -- - -_ _ _ - - - -Qy - 0 3� v PROPOSED W / BENCH MARK IS \ J w =
\ __ 548 NOTE. CONTRACTOR TO INSTALL PRIVATE 8 p oll a III. WITH A STONE DEPTH OF 15", INSTALLED RIPRAP DITCH o / CHARLOTTESVILLE GI I
Aproximdte i r "• ` RAIN LINE FOR ROOF & FOUNDATION DRAINS I WITH A FILTER FABRIC UNDERLAYMENT �,
Va Public Servipe Esmt. ! �. ssaYW I: i YD16 PROPOSED SWM ACCESS & WITH io' PRIVATE DRAINAGE EASEMENT PROPOSED SWM ACCESS & ss + I I i / / No scams -L'� �► I
/ D.B.221 P/305 L �Bw. .... I - - - - - ----r--------r---------- ---- ---- ---- - OU SIRIN
Tv. I ` ` "' "' FACILITY EASEMENT --_- FACILITY EASEMENT zA' i R ATI EN 105 E
/ Pol :_I� _•' \ - - - N882993.340 �--�
- - -- --
- 4 I
DHE OHTV / PROPOSED DRY SWALE
- - - - - - - // -----
- -- - 8334.683 ®O
----------- eYD16.7± �
------
SSp
z i
\ / - 9 --- ----- - --.,-- ----- ----- - - -- a - ---- ------ ---- ----- ------
o� 5?a / o --- -----\ PROPOSED UNDERGROUND STORMWATER----------/------ -- - - -- a Y 111 S2 - _ I -� /a oHE
- i
`MANAGEMENT DETENTION 534 a� *, \ - 8 / ro
- -
- ----- -- - � ice."o y � - - -
96 • . � ry.
536
- - _-
1oz
J.S. RT 20 (80') SCC TTSVILLE ROAD (55 MPH) M \ ------___ IC SCA�E JOB NO.
° OT-6001 \\ \ /yy / /� / ,/ HWPB.1 P 354 - N _ _ _ _ � \ 1p1 _ 3° a i---30------- `,�; 182157
--- --
MAILBOX 556.50 / Z`` / ° / =_oS�G�-
/~----- SCALEMAILB X ----- _ -3) o9 - ---- \ - --- -_0 _-------- - -- / 1 - O
D -- - / -- - - _------------ -----_-- -� 55p � --)HT OHTV �� - -----S O.OHT OHTV � � \ \ Pole,Phone- - - - - - - - MAILBOX - - - SHEET
- __oHTOF{TV INVIN \ o - - �� - /-Z-----MA1L6.OX 1 n-go- ft.---- 14
_ - T-1 - -