HomeMy WebLinkAboutWPO201500087 Plan - E&S 2015-11-25SCE
N
,j
(a
6.
Q
c
r
t
O
r r
r'
L c
c
m
f'
a
�v.
r
N V V -Z
0"s r, V -7
110
Y.
fe
r,4
f
n
�t
F r�
1 ■�
r'
d'
u.,
t _
iLL
K
i -
Y
3•
..7
ow
9 yy
v <
r APPROVED
b th o a
e
.�, AI
Y
b
e
m
ar
I
e
County
A
u. U
n
P
C
0
m
m s
u
n'
t
D
e
v
I
0
m
e
n
v
e
P t
- r"o 0 (D;L Department
a
9 Date P rtment
I File
0 ti A
1 1 AP sc - o0
/�/ i �� lot ��••`• 1p� ��~%� /�
LpZr ,, lob
Lot B
Lot 27
�—__-_-- Lot 28
i --- -
i Lot 15 ._--;----------
- - - _15 - Lot 29 I
Lot 14..._ -- _- ------
----Lot 13 --� ---Lot 30_
_----- -- - Lot 31
� Lot � 2-----�---------- -..--
__-_-__ Lot 32 I
Lot 11 _ - 'r - e
-- -- Lot 10 J Lot 33 .
TMP 32-41D2
Edlich Drive Realty, LLC
Zone: LI
Use: Warehouse
TMP 32-41K
Rosewood Village of
Hollymead
Zone: PD -MC
Use: Residential
TMP 32-41P
Post Office Land Trust
Zone: PD -MC
Use: Residential
TMP 32-41Q
The Dainel Croup, Inc.
PD -MC
Use: Residential
---
L Lot 34 0 I
TMP 32-41L
i
Town Properties, LLC
�
�
Lot 8 � `•° � �.. _ ----
Zone: PD -MC
- __-_ _.. �. `b `Lot 36,
Use: Vacant
i
Lot 7 _-_
-----
.� -P�--rte
--- xLot 37_ I
Block C6
Lot 38
TMP 32B -A
i
Lot._5 --- of 39^ I
- L—
Tribal Properties, LLC
i
Lot 4___ rt.
i
I
�
Zone: NMD
i ¢-.__.._—
.t,
Lot 40 _
Lot 3 -- — —
Use: Vacant
i
i
_.--_-
_._ _ _ --- Lot 41_-
� M o
Lot 2 __--i--------
---Lot
Lot 42
O
E i
Lot 1
Laurel Park \
Private Road
\.
Q
C
O
s`
Area To Be Dedicated
w
:....................... 1..,..........::::
./
;::. X
To Public
R W
.....BMX' .,.4..1
::::::.;:.::..:.....::::::::.:.::::::.:........................,......................................
:;:;Ta2un :-Pry i rt es; :LL:C
.. ::..:..:... :`:
TMP 32B -01-101A
Tribal Properties, LLC
Zpne... Pi1:1t4C
Ilse Vaeat
Zone: NMD
::::::: `..........:......:...................::.=:::.......
::- :: . �.
Use: Residential
07
V
Boundary Line
�., ;::-'::.......... ... '7�::Be::Dedicafei::`'
To Be
Vacated
�`'..` ::,:.:::;:::` :-:::`::'::� f?ukiias;::: /4 ......
TMP 32-41K
Rosewood Village of
Hollymead
Zone: PD -MC
Use: Residential
TMP 32-41P
Post Office Land Trust
Zone: PD -MC
Use: Residential
TMP 32-41Q
The Dainel Croup, Inc.
PD -MC
Use: Residential
DOM. PROJECT NO:13.001
INDEX TITLE:
ESt
DISTURBED AREA = 2.20 Acres I SHEET NO: 1 OF 8
DATE: 08/13/13
C)
�
F-1
w
O
U
W
�
�
a
C)
O
E i
E-�
Q
W
O
w
C)
w
w
w
07
DOM. PROJECT NO:13.001
INDEX TITLE:
ESt
DISTURBED AREA = 2.20 Acres I SHEET NO: 1 OF 8
DATE: 08/13/13
SITE DATA &
GENERAL NOTES
TBR
ABBREVIATIONS
%
POST -DEVELOPMENT (SF)
LEGEND
LOTS 0
0
50,857 SF
SITE DATA
OWNER
R/W DEDICATION 0
0
GENERAL
7.0
OPEN SPACE A 0
EXIST
PROP
DESCRIPTION
EXIST
PROP
DESCRIPTION
TOWN PROPERTIES, LLC
GENERAL CONSTRUCTION NOTES:
1. Prior to any construction within any existing public right-of-way, including connection to
ABAN
ABANDON(ED)
MAX
MAXIMUM
-
1,714 SF
PROPERTY LINE
x
T 2s TC
TOP OF CURB ELEVATION
1778 HEARTHGLOW LANE
any existing road, a permit shall be obtained from the Virginia Department of
100
0 SF
0
TOTAL 84,009 SF. (1.929 ACRES)
100%
84,009 SF. (1.929 ACRES)
100%
OPEN SPACE TABULATION
IMPERVIOUS PERVIOUS
TOTAL X
PERVIOUS
CHARLOTTESVILLE, VA 22901
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
ADJ
ADJUST
MIN
MINIMUM
3,261 sf
90.8
ADJACENT PROPERTY LINE
:':: x
12° BC
BOTTOM OF CURB ELEVATION
the permit. Where any discrepancies occur the requirements of the permit shall govem.
1,714 sf
100
TOTAL 1,613 sf 11,050 sf
12,663 sf
87.3
IMPERVIOUS AREAS:
ROADS/PARKING AREAS: 27,640 SF
F�
LEGAL REFERENCE & SOURCE OF TITLE: TMP 32-410
2. All materials and construction methods shall conform to current specifications and
AHD
AHEAD
MON
MONUMENT CONCRETE
C
Z
"'
TOTAL IMPERVIOUS AREA: 60,866 SF
W
DB 4556-211
standards of VDOT unless otherwise noted.
co
m
REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1
SPACE PER 4 UNITS FOR GUEST PARKING
- - - - -
VACATED PROPERTY LINE
_ x
12° FL
FLOW LINE ELEVATION
02
3. Erosion and siltation control measures shall be provided in accordance with the approved
APRX
APPROXIMATE
NIC
NOT IN CONTRACT
27 UNITS X 2 GARAGE SPACE = 54
C/]
DOM. PROJECT NO:13.0018
2 UNITS X 1 GARAGE SPACE = 2
MAGISTERIAL DISTRICT: RIO
erosion control plan and shall be installed prior to any clearing, grading or other
29 UNITS X 1 PARKING SPACE = 29
- - - -
- -
EASEMENT
x
125EOP
EDGE OF PAVEMENT ELEVATION
SOURCE OF BOUNDARY SURVEY, DOMINION ENGINEERING
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
BC
BACK OF CURB
NTS
NOT TO SCALE
w
U
U
U
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
-
BUILDING SETBACK
x
12
SPOT ELEVA11ON
SOURCE OF TOPOGRAPHY, DOMINION ENGINEERING
lesser slopes of 3:1 or better are to be achieved.
BFE
BASEMENT FLOOR ELEVATION
OC
ON CENTER
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
; ��
BUILD TO LINE
x
128 TW
TOP OF WALL ELEVATION
THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
BIT
BITUMINOUS
OH
OVERHEAD
AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP 151003CO140D DATED FEBRUARY 4, 2005
7• Alannel.fic control signs shall conform with the Virginia Manual for Uniform Traffic
9 9
BK
BACK
PE
POLYETHYLENE
""'""''"
ZONING LINE
f x
125 BW
BOTTOM OF WALL ELEVATION
THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III.
BM
BENCHMARK
PERF
PERFORATED
®
TEST PIT LOCATION/BORING LOCA11ON
BENCHMARK - TOP OF EXISTING DROP INLET 'ST -3" ON NORTHWEST CORNER OF SITE = 586.07*
9. All excavation for underground pipe installation must comply with OSHA Standards for
G, - "
LIMIT OF DISTURBANCE
*DATUM: NAVD 1988
the Construction Industry (29 CFR Part 1926).
10. All retaining walls are subject to separate permit approval.
BS
BOTTOM OF SLOPE
PROP
PROPOSED
FLOODPLAIN LIMIT
.
BENCHMARK
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
GENERAL CONSTRUCTION NOTES FOR STREETS:
CB
CATCH BASIN
PRVD
PROVIDED
IRON FOUND
1. Prior to any construction within any existing public right-of-way, including connection to
- -----
ez
BUFFER ZONE
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
any existing road, a permit shall be obtained from the Virginia Department of
CG12
ACCESSIBLE CURB RAMP
PWW
PAVED WATER WAY
RMA
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
- -
RMA - RESOURCE MANAGEMENT AREA
-
1D
UNDERDRAIN
THIS PROPERTY IS ZONED: PD -MC
of the permit. Where any discrepancies occur the requirements of the permit shall
CENTER LINE
RCP
REINFORCED CONCRETE PIPE
P.%
RPA
THIS PROPERTY IS SUBJECT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2001-00020
govem
2. Construction inspection of all proposed roads within the development will be made by the
REM
REMOVE
_ _
RPA -RESOURCE PROTECTION AREA
DRAINAGE LINE
GROSS RESIDENTIAL DESNSITY: 15.57 UNIT/ACRE (AREA USED TO COMPUTE DENSITY INCLUDES ONLY THE BLOCK C4 SITE AREA.)
County. The contractor must notify the Department of Engineering (296-5861) 48 hours
CL
CHAIN LINK
in advance of the start of construction.
3. All materials and construction methods shall conform to current specifications and
CMP
CORRUGATED METAL PIPE
REQD
REQUIRED
--- ----- ---
- -
EDGE OF GRAVEL
RD
ROOF DRAIN
PROPOSED ADT: 203 VPD (PROJECTED)
standards of VDOT. All excavation for underground pipe installation must comply with-
8"S -
SEWER UNE
29 SFA UNITS X 7 VPD/UNIT
OSHA Standards for the Construction Industry (29 CFR Part 1926).
CONC
CONCRETE
RET
RETAIN
--------- - -
EDGE OF PAVEMENT
4. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and must be installed prior to any clearing, grading or other
CY
CUBIC YARDS
RT
RIGHT
CG -2
- TD
TRENCH DRAIN
CURRENT USE: VACANT
construction.
= "=" ` "
STANDARD 6" CURB
5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor
C/C
CENTER TO CENTER
R/W
RIGHT OF WAY
CG -3
w
WATER LINE
PROPOSED USE: TOWNHOMES (29 UNITS)
shall have CBR tests performed on the subgrade sol. Three (3) copies of the test results
-
STANDARD 4" CURB
MAXIMUM BUILDING HEIGHT: 35'
shall be submitted to the County. If a subgrade soil CBR of 10 or greater Is not
obtainable, a revised pavement design shall be made by the design engineer and
C&G
CURB AND GUTTER
R&D
REMOVE AND DISPOSE
;. ....,..
-
-
4"EP
FIRE PROTECTION LINE
submitted with the test results for approval.
- - =
COMBINATION 6' CURB & GUTTER
BUILD -TO -LINE: 0'-20' FROM EDGE OF SIDEWALK PER COD TABLE B
6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum
DIA
DIAMETER
R&R
REMOVE & RESET
, .
CG -7
- -
z"DW
WATER SERVICE LINE
allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of
COMBINATION 4" CURB & GUTTER
4:1 or better are to be achieved.
EL
ELEVATION
SD
SIGHT DISTANCE
GAS LINE
SUBDIVISION SUMMARY:
7. Surface drainage and pipe discharge must be retained within the public right-of-way or
'�
FIRE LANE STRIPING
within easements prior to acceptance by VDOT. All drainage outfall easements are to be
ELEV
ELEVATION
SQ
SQUARE
%
°HN
OVERHEAD ELECTRIC WIRE
BLOCK C4 SUBDIVISION 78,106 SF (1.794 ACRES)
extended to a boundary line or a natural watercourse. The contractor shall field verify the
length of all storm drainage pipe.
ES
END SECTION
STA
STATION
MEETING ST. R/W DEDICATION 2,241 SF (0.051 ACRE)
8. Guardrail locations are approximate. Exact length, location and appropriate end
treatments will be field determined at the time of construction. Additional guardrail may
,BE
BUILDING ENTRANCE
UGE -
UNDERGROUND ELECTRIC
be required at locations not shown when, in the opinion of VDOT, the Director of
EW
END WALL
SW
SIDEWALK
- o"T -
OVERHEAD TELEPHONE LINE
TIMBERWOOD BLVD. R/W DEDICATION 3,660 SF (0.084 ACRE)
Engineering, or the Director=s designee, it is deemed necessary. When guardrail is
re
.�
LOADING DOCK
required, it shall be installed four (4) feet offset from the edge of pavement to the face of
EX
EXISTING
SWEL
SOLID WHITE EDGE LINE
RESIDUE OF TMP 32-41L 166,025 SF. (3.812 ACRES)
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
0
BOLLARD
- UGT
UNDERGROUND TELEPHONE LINE
Albemarle County Engineering & Public Works Policies July 1998; Revised 30 January 2003
EXIST
EXISTING
SWLL
SOLID WHITE LANE LINE
TMP 32-41L 250,034 SF (5.74 ACRES)
TO BE ABANDONED
TBR
LAND SCHEDULE: PRE -DEVELOPMENT (SF)
%
POST -DEVELOPMENT (SF)
%
LOTS 0
0
50,857 SF
60.5
R/W DEDICATION 0
0
5,901 SF
7.0
OPEN SPACE A 0
0
6,595 SF
7.8
OPEN SPACE B 0
0
3,261 SF
3.9
OPEN SPACE C 0
0
1,094 SF
1.3
OPEN SPACE D 0
0
1,714 SF
2.1
PRIVATE ROAD ALLEY 0
0
14,587 SF
17.4
VACANT LAND 84,009 SF. (1.929 ACRES)
100
0 SF
0
TOTAL 84,009 SF. (1.929 ACRES)
100%
84,009 SF. (1.929 ACRES)
100%
OPEN SPACE TABULATION
IMPERVIOUS PERVIOUS
TOTAL X
PERVIOUS
U
OPEN SPACE A 1,313 sf 5,282 sf
6,595 sf
80.0
HANDICAP PARKING
OPEN SPACE B 300 sf 2,961 sf
3,261 sf
90.8
Qi
OPEN SPACE C -- 1,094 sf
1,094 sf
100
OPEN SPACE D -- 1,714 sf
1,714 sf
100
TOTAL 1,613 sf 11,050 sf
12,663 sf
87.3
IMPERVIOUS AREAS:
ROADS/PARKING AREAS: 27,640 SF
F�
ca
0
w
z
CONCRETE WALKS: 6,826 SF
w�--�
Q
PROPOSED BUILDINGS: 26,400 SF
C
Z
"'
TOTAL IMPERVIOUS AREA: 60,866 SF
W
U
Lu
PARKING TABULATION FOR TOWNHOUSES:
co
m
REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1
SPACE PER 4 UNITS FOR GUEST PARKING
29 TOWNHOUSES X 2 SPACES + 29 TOWNHOUSES X (1 SPACE/4
UNITS) _
rn
66 PARKING SPACES REQUIRED
02
01
0
TOTAL PROVIDED PARKING FOR TOWNHOUSES:
W
2
27 UNITS X 2 GARAGE SPACE = 54
C/]
DOM. PROJECT NO:13.0018
2 UNITS X 1 GARAGE SPACE = 2
29 UNITS X 1 PARKING SPACE = 29
85 PARKING SPACES PROVIDED
RECREATION ARE REQUIRED: 200 SF / UNIT -> 200 x 29 UNITS = 5,800 SF
RECREATION ARE PROVIDED: 6,595 OK
OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION.
ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED
9. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A,B or C).
10. Where rural cross sections are installed, all residential driveway entrances shall conform
to VDOT standard PE -1.
11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage
channel when, in the opinion of VDOT, the Director of Engineering, or the Director=s
designee, it is deemed necessary.
12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on
all residential subdivision streets. Additional clear zone may be required depending on
the category of road design.
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to. The cross slope
shall be maintained as shown on the plans. Exceptions will not be allowed.
14. All required signs (stop, street name, speed limit signs, etc.) are to be fumished and
installed by the developer prior to acceptance Signs and their installation shall conform
to "Albemarle County Road Naming and Property Numbering Ordinance and Manual"
and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs
are shown on the plans. The developer shall be responsible for maintenance of the signs
until the roads have been accepted into the state secondary road system. The speed limits
to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The
speed limit is to be posted 5mph below the design speed.
15. Road plan approval is subject to final subdivision plat validation. Should the final plat
for this project expire prior to signing and recordation, then approval of these plans shall
be null and void.
16. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the Director of Engineering, or the Director's designee, they are
deemed necessary in order to provide safe and convenient access.
17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and
fill transitions and grade sag points.
18. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance
program and ownership. The video inspection shall be conducted In accordance with
VDOT's video camera inspection procedure and with a VDOT and/or County inspector
present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed,
the contractor and a representative from the pipe manufacturer should hold a preconstruction
meeting for installation training.
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off-site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff producing
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because of slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf.
Alternatives are subject to approval by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6
inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or dogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of
approval. (Water Protection Ordinance section 17-204G.)
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078)
FDN FOUNDATION
FFE FINISHED FLOOR ELEVATION
GTD GRADE TO DRAIN
IFIRON FOUND
IS IRON SET
LA LANDSCAPE AREA
LOD LIMIT OF DISTURBANCE
LF LINEAR FEET
LT LEFT
UTILITY
ARV AIR RELEASE VALVE
BOA BLOW OFF ASSEMBLY
CO CLEANOUT
CTV CABLE TELEVISION
DI DROP INLET
DIP DUCTILE IRON PIPE
ELEC ELECTRIC
FH FIRE HYDRANT
FM FORCE MAIN
F&C FRAME AND COVER
F&G FRAME AND GRATE
GT GREASE TRAP
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
INV INVERT
CONTRACTOR'S COORDINATION RESPONSIBILITIES
TBA
TO BE ABANDONED
TBR
TO BE REMOVED
TC
TOP OF CURB
TS
TOP OF SLOPE
TYP
TYPICAL
UG
UNDERGROUND
VESCHVA. E&S CONTROL HANDBOOK
YDS
YARDS
MH MANHOLE
PVC POLYVINYL CHLORIDE
RIM RIM ELEVATION
SAN SANITARY
SCC STORMWATER CONVEYANCE CHANNEL
SD STORM
STR DRAINAGE STRUCTURE
TSV TAPPING SLEEVE & VALVE
UP UTILITY POLE
WL WATER LINE
WM WATER METER
WV WATER VALVE
6"V 6" VALVE
D� DUMPSTER PAD
SIGN
-- °- ---
E- r
STEEL GUARDRAIL
------ --
n
WOOD GUARDRAIL
........ ................ ........
- -
PATH
EC -2 BLANKET MATTING
6000000
TREE LINE
mill
EC -3 TYPE B
FENCE
WETLAND
-----------
STONE WALL
-- - .-- - -
- - - - - -
RETAINING WALL
---- - ----
- - - -
STREAM / POND / WATER COURSE
......................
- - - -
DETENTION BASIN
- - --
x
SILT FENCE
................ ;->....._ .........
- 12 -
CONTOUR
E
00
INDEX CONTOUR
C/D
W
W
PARKING COUNT
0
CROSSWALK
m
Z
ACCESSIBLE CURB RAMP
U
to
HANDICAP PARKING
VAN -ACCESSIBLE HANDICAP PARKING
Qi
VAN
........ ...........:.: ...._.
CONCRETE PAVEMENT / SIDEWALK
c o o
RIPRAP
O
NEW ASPHALT
O
GRASS
E
EC -2 BLANKET MATTING
6000000
EC -3 TYPE A
mill
EC -3 TYPE B
a
v E
WETLAND
1. THE CONITRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO
THE NATIURE OF PROPOSED WORK AND TO FOLLOW ANY GUIMMNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED
EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY
CONSTRUCTION.
4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR
CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING
UTILITY POLES.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE
DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE HATH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT
ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES,
STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
REQUIREWENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE
RESPONSUBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
-CATV
CABLE TV
o�
GAS METER
-V-.-..
DRAIN INLET
0
DRAIN MANHOLE
E
PLUG OR STUB
oQ
FLARED END SECTION
D
HEADWALL
0 SEWER MANHOLE
°co SEWER CLEANOUT
® WATER VALVE & BOX
.b FIRE HYDRANT ASSEMBLY
® WATER METER
O WATER WELL
t ' _." ... I MATCHLINE
NOTES:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL
CONSTRUCTION PERMIT (CCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE
JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT HATH THE DCR AND
PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS
12. CONTRACTOR SHALL COORDINATE WITH ALL UTTUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE HATH OSHA
STANDARDS AND LOCAL (REQUIREMENTS.
14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND
STATUTES.
15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY
STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES.
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS:
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
GAS VALVE
o�
GAS METER
0
ELECTRIC MANHOLE
EAI
_......._ ®
ELECTRIC METER
-�-
LIGHT POLE
0
TELEPHONE MANHOLE
D
TRANSFORMER PAD
a
v E
UTILITY POLE
' ♦
GUY POLE
t ' _." ... I MATCHLINE
NOTES:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL
CONSTRUCTION PERMIT (CCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE
JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT HATH THE DCR AND
PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS
12. CONTRACTOR SHALL COORDINATE WITH ALL UTTUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE HATH OSHA
STANDARDS AND LOCAL (REQUIREMENTS.
14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND
STATUTES.
15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY
STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES.
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS:
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
e
PL
:i /Z
CHA PERS 9
Li . No. 33028
�o ""-('J 44
�SIONAL
a
A
\
CD
U
�
N
Ali
C
Q � c
p
•
a
v E
C
omm�
w �
"�
0
E -I
�
�t
-•
C
co
W
U
•(M
-
rn
E
c:
�¢
C/D
W
W
0
W4
m
Z
U
e
PL
:i /Z
CHA PERS 9
Li . No. 33028
�o ""-('J 44
�SIONAL
A
\
CD
\
Ali
z
M
0
w
Y
w �
E -I
�
O
C
-•
cox
co
W
U
i�
O
rn
�¢
C/D
W
M
o
W4
m
Z
U
to
Qi
w
to
a
F�
ca
0
w
z
W
w�--�
Q
E -I
C
Z
"'
m
W
U
Lu
co
m
M
LO
A
rn
o
02
01
0
W
2
C/]
DOM. PROJECT NO:13.0018
rn
ca
R
ui
U
C
0
w
U
U
U
CZ's
INDEX TITLE:
ES2
SHEET NO: 2 OF 8
DATE: 08/13/13
Ali
z
w �
E -I
�
-•
cox
co
w�
[Z
INDEX TITLE:
ES2
SHEET NO: 2 OF 8
DATE: 08/13/13
Z
E -I
�
w�
W4
Z
to
Qi
w
F�
E-4
W
w�--�
Q
E -I
C
C)
W
Toy
W
0
W
W
W
2
rn
DOM. PROJECT NO:13.0018
INDEX TITLE:
ES2
SHEET NO: 2 OF 8
DATE: 08/13/13
I!/j , ' l l l I !1 1 - Seo l�ti ` -' �� //' / / I
t i \
i i
! I I / It -1
11 /'' /' i /' I / I I 1 III - \ 'If { i W . \ ' a, -'-- c
// y / / /( //!I f ,//I/ , / //; 1'/ 11 1 11/rl r'I rl I \` f // x X, \,#X,- / i
`' / / / I I I I I 578 / ,I - ! CIO
/ / I' , , I // I I . I I I I i , / , I A/ - - - 7
/ I I I I I I I I - 3 1
' / I I i l l i I i �- / i I I
/ /• I I \ 7
,' //; I l t 1 I i / 1 \ 1 WSJ ` I
/ / / / / /' \ I 1 I l / I I I oZ �' \ I \ \, a - \
/ / / /' / ( ( P � V ,� \ I I 1 , \ I i I = 578 - - ... �---\ \�`�. I ( 1 �'+ y , �'�"- a \
t- \ `_1 - _ 1-4- ) / ,_
/ / i M_U � I 1, , � I - I , " I
t I ,\ ,I 1, \i I - I _, I , P�\i
/ /' ,/ ,' / ' t \\ t \ 1 1 1 I ° 11 �' I`" 1 /! --.._ 0, �"; �/
/ _
'' i ` , 11 Ii I I; 1 I-- t r 1
/ it / / / ' , ' / , ' _- ` `\ \ \ 11 I 'I -k -I -^Vi1 ` - I 1 % I I
Line Table
Line
Direction
Length
Ll
S 52 37 30 E
10.22
L2
S 37'22'30" W
12.34'
L3
N 6'41'41" W
57.54'
L4
N 35'15'11" W
17.47'
L5
N 83'18'19" E
10.75'
L6
S 69'58'46" E
36.89'
L7
N 62'01'46" W
10.57'
L8
N 83'18'19" E
101.26'
Curve Table
Curve
Length
Radius
Delta
Chord
Tangent
Chord Bearing
Cl
363.94'
454.00'
45'55'49"
354.28'
192.39'
N 20'44'18" W
C2
39.27'
25.00'
90'00'00"
35.36'
25.00'
S 42'46'24" E
C3
60.56'
417.50'
8'18'40"
60.51'
30.33'
S 83'37'04" E
C4
29.99'
19.50'
88'07'11"
27.12'
18.87'
N 56'28'41" E
C5
17.10'
182.50'
5'22'02"
17.09'
8.55'
N 9'44'04" E
C6
65.81'
197.50'
19'05'30"
65.51'
33.21'
N 19'23'47" E
C7
130.36'
1030.50'
7'14'52"
130.27'
65.27'
S 47'30'47" W
C8
75.63'
46.50'
93'11'38"
67.57'
49.17'
S 89'41'58" W
! ' / // _ -_ \ \ \ { 1 I 1 4 - _ - 1 I 1 I 1 \ i I £ i /- / O0
/ ' / ,/ ' / /';, \\ \\ 1 \ 11 'I I '1 1 I I I 1 I I I II \ ` 1 _ - - I I I ,/ / ` 7 �e"""�
/' I 4" 1 ' 11 \ - 11 / 4 p/i// / / ;'`/ \ , 1 11 I 1 I I ; I /- ei I I _ - -- I -\-''r- 1__ II
/ , ' , \ }I I II I ,I ,1 I 11 , , - 11 II -- _ �_.___-t \} \ \, I I I! r/ ,%
/' 1 , I
/ /' / / ' ' ' '/ / ', 4 I I, I 1 I I I ---- _ _' I 1 1 1 � '' , \ f 1 I I I/ /
/ , , II I I 1 \ \ \ /
// / // i / / I! I I! I` 1 I I I I I I; I ti - - I I / _..__
/ i ! I I{ I 1 I I I I i I \ -- y� 1 \ J TMP 32-41D2 /
,` / / I I , 1 I I I I I I >. ! i I I - _ ._-----�-'; -_ _ }, I I `\ I ,/ Edlich Drive Realty, LLC
/ I' / /' /// /,' /// I I II I j 11 11 I � _ _ ._ _ --'I 4 + I i I I -; ,{ " f I `\ ` % Zone: LI / 4*0
�1 Q11 F f
/ , / / / I I I, I I I 1 11 I 1 I 1 , I I+ I 1 `\ \ ,' /
/ I ! 4 I i I 1 _ __ _ . --I-. I - _ _ \ i Use: Warehouse / (Z
i I I f
/ // / // I I I i i I 1 Il •, -- i I _- I._ __--I-- I, -j I 4 I r- - _,___ 1 i /-' /
/ / , / ; ` / / I 1 1 I 1 1 1 I 1 1 I . \ �- .4. � - !._---- I { l 1 I 1 I - -- - -- _ _-'_ -- J ' /
/ / / ,' /' I I I 1 i I I i I . \� _- -- ' I I I 1 I I I 1 I I t r - _.__ - _ -: `, _. - / I !' 9
/ / ' I / I I 1 I I ! j 11 I j . _ I I 1 I f-- \ I 1 , I f- .r._. --- - ' - / ' ' M H ERS
/' ,' ' j I I i I 11 I 1 I \ I I 1 I I -- '- 1� I-- I I -- -_ -` -- -- ----_ I ' /
/ ; ' ,' / ` I I I i I I I i 1 1 I I i I _. _. --I . - 1 __ -� _ ` I I ! 1 ' ! I' - _ _ �~' _� - _ - - -- i Li : I o. 33028
/ // / / �/ I 1 1 1 , 1 1 ! II .j I I I I -- __ __ I T... I . 11 , f I I, I , 1 1 1 I-- __ ''__ - - _------- "a
_ ,� () w
/ / / , / ' , , 1 I I , I I I 1 J' /_ ___-1- ;- + { ► { I , 11 I x I I i , 1 ' ! ; 1 1 - _ _ - _ _= -- / , , ; `
/ , / , / 1 I I I , I I 1 I 1I 1 10,11'"s - , I I I 1 1 { 1 f I I 1 I I I I I I T' ` _ ` - _- - -- - _ __ _ : -` --- - - / ' O`�, l l l ,
/ ' ' ,/ / / /' ,'' i ! i I I it I ! I i r'. h ?I ;J 1 I ' I - - I' - - - �� f� I ' ' 11 II I 1 II 11 I '1 _ ---- _- - _ `_......--- -- _._ / , �{,� ���
/' /' / / I I 1 I I I I I II .
'I - _I --I I r 1 I I {I I 1 ' f I / _ __ ---- - -/' --- / sj� F,i1
/ , r I o I 1' - -- ---._ I I J P i I I ! i ! i - -- --- -- / N A L
/ /, / 1 I i ! I I lI Y r I -moi I 1 �"-_____ .-...._..--
/ ,' ' / 1 1 I I I I I I ` / ----V I_I I I I i I fP I i I I I I , 1 ,; -- _ ``_- -- _ /
/ / ' / / I I I I I 1 ii:. I r-' , ; 1 I I ! 1 I I , I 1 I I - - - - = , _ - - - -. -� ' \ /
__
1 .1
/ / / / , / / / Ir 1 ! I I I �I "7y �t I II I I! 4 1 _ i - - - 1 1�- I c¢of 0 I I; '1 I 1 I I !, 11 I I I{ I I` , f - -- `- `_ _ - - - - - - - ``� \� - 7 ,__
/ ,' / / / ' /' I I I /I 1 I I I I I �. I I 1 , 1 - -I--- , 1 I v/i I I 1 !I 1 1 ! 111 { ` - - - - - _ - - - _- _ _ - _ ` ` - --- _ _ _ a�„iD
/' /' // l I / I 1 I I I 'k i• -- -- _. 4-I-- .1' 1 ` i i II' {i X ¢,11 it 11 ! 1, II 1, II I, 1 11, ! � //'/ /,.._ __ _ ' -_--'_ ___ _ _ _-- __ ...._ / A .O�'-'r
/ / / , I , i ; I I r - - l I I 1 1 '�I I I 1 I III 1 I I �/ _ -------_-_ �, -_ ' _'_-----_ - m
/ / / / , % /i , 1 1 { 1:. I 1 I I I 1 1 11 ,i - --�£ I ', 1 '1 I 1 ' I 1 1 i i i / / _'.`_ - _ / ` /
/ ' /' / ,' / / / \ 4> I 1 I N Lq r, _ I , I I 1 I, i 111, 1 ! / ,/ / - _ --... _ _ __ -�-` _ - w
// , , / , i , I .1 1 ,I , 1 I- 1 -" £� '' _ I 1 I i I 1 1 i i / i /� - -- --' -- _``------- / Y
/ /' % / / / I, � /! ! ! I 1' � . -1 I- I ------- � - --441 11 <° PQ- m I £ i 11 1, ! 1 ', '1 y I I! 1 ;1 % / ,, : j / _ _.. -- - -- _ _ _ __-_.. - - - ` \ ' l TMP 32-41 p w
/ / ' " /" /' // / ; /!' '' ' I I l _ 1 1 , , b z I I , I , 11 I I , ; II 1 I I I \\ \� e ' /; --'! - _ � \ r' I - - -' - - - - -'- - - - - - - ��y
/ ,' / i ( , I I I y I I I I I b ,w 1 I I ' 1 \ \ \, \r' \ ' I 1 \ ', r _ ._ - - �' ,; \ Zone: RA d]
/ , , / / !% , / ' \ ; I I I II 1 !! £ I I tj , I 11 1 ¢ -- r I 1 ^i 11 1 ' 1 I 1 I 1 1 I 'i I \\ \\`- -J/ I } \ \ �� ' - --------- _- -,' \' - _ -
/ , , I I _ _ _ _ I \ Use: Residential
j i I � I `c� x 1 I I, I \\\ \ \\ \ 1 !` �`
'' '' '' i , I ! ,i I I !' _` , _ I r I , _ - -Sad' _'. t i ' I 111 1 I I '! I , i \ \\`; \ .,\` 1 \ \, \\ ! 1 ` `^ _ \` \ \ I Z z0 U
/ / / / 1 ' , I I \ I -I I --- - }- . �'1 I ! \\ �` \\ I \\\ \ 1 \. E
/ / /' / , !I' I ' 1 I _ - ` 1 I // 1 1 I II 1' ' I I I! 11 11 ! ` \ \`\ 1 \ `� `\ ` `, ' � P ,T. �'
,' , I 1 \ \\
/ / /' // i I ', 1 I I I - j �- I 11 ! I i! 1 i 1 i' I! I t \ \\ \\ \ 1 I \` \\ I :.\` \ � P COj
\ \ >-
% / / ! / , ' / ' I ' 1 I I £ I 1 I i I 1 I 1 I II 111 I, ; 1, \\`\ \ \\ \\\\` \ 1 \\\\' / \\\�\\ \."\
/ / i I I I I 1 - ! I I \I \ \ ` `aI \\ \\`\\` \ \ \ �� `.\\ \\ - \, W w m
/ \ , I 11 I f •° 1 _ _.. L !/ I I ' ! i \ \\ `\ \ \\ . \ \ \ - \. \,I \ \ \ t
ii / % / I I I I j _ `1 -� � - I , \ \ \ \\ \ \ \ \' • J \ \. \ \ \ A Z
/' / `\ / / i 'I I I I __'; i ,,r , 1 I + 1\ \ \\ \ \\ \ \\ \\ \ \ ` ` \ \ _ , \ \ .I /,I`I 1 ^-`' 1 I \ P4 a
,' / ,' TMP 32B -A i\\ \` (. /,` I It !i II 1 N T.
.-- __ _ __ I -I 'I i I 1 f( )I' 1 I 1 ' 1\\\ \ \\`\ \\\\\ ``-��\\\``•\\� \ `\` - .\\\.`` \ /// `I I I, r1 I 1 , �<,,i,' i I ,'_ - F+-1 i4 U
i� ! \
/ /' Tribal Pro ertties LLC / -` 1 I I ! I I 1 -, I \ \ \ \\ \ \ \ TMP 32 41L \ `� \ I, ;'' \ - o
(l / // p / /- I I I f I I _ - ---1_ _ - - -� --- I ! - I 1 \ \ \ \ \ , I I ` `\ TOzcJn Pro Properties, LLC \ \ , r ; i / . '\ 2
! Zone: NMD / 1 V ! i 1 I , \ s7s - 1 I _ - I 1 I I I I \ \ \ \ \\�\\ \ I 1 1 \ \ p \, • \ /;'j !', ,/ /' \� O
/ / i I i ._ \ _ I _- - 1 \ \ ; I ! \ \ \ / / !; / :\ PCl i/]
i i /' /4 7 1 ; I I I I I 1 I \ \ �'\ i t lone: PD -MC \ ` �' _ /' I , � % \\,
i Use: Vacant / / 1 1 I 1.--- I I \ \ Ilse: Vacant �/ ; / ` '
/ / / , / , I I � , I I 1. a- _ t I I -�- , I f I I \ \ \ \ \ \ I 1 1 , \ \ \ - = / /`• /
/ / ,' i!i i !!, 1 , I II 1 1 I i , , 1 1 I _-. --- I \\\\\ '\\\\`,IIi51 1 1 \•\ \ \ \\ \\ i'// I;/',' `_/ / /_ __----- `\\\
' / ' ! / / 1 I I I . 1 I I I 1 I i -I-- _ {- -.- I 0 - I \ \ \ \ \ \ \ \'\ \ \ ; \ 1 i \ 1 \ \ \ ``\ \ - / / % ; ! ,-' /' / / \ 1 / m
/ / , / / i I ! i ,, ( I I I I I 1 1+' I I ! I --- - - -_� I-- -- I I \ `• . \ \ 1 1 \\ \\ \ \ \ \ • \ ..v ' ' / , / / ,/ \ I �l? \ p
i ! I Iuj
r !' I!I r i I i i I I 11 I i' .. \ - -- ` -_ t F - I N'I 1 I \ \� \\ \\\ \ \ \ `' \ \ / //'� '/ 7 �/ ', \ I ' ;'t ~ \ O C7
/ � /' I i I I I 1 I .1 I I I 1 I I I I , \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ ' /' , ,' ! / ,' / \ I' I I ; - \ \ Z
/ / I I I I I II / 11 / I 1 1 1 . ,. - I I I i I _ -�-t I I \ \ • \ . \ \ \ \ \f r , , i / 1 , ; i \ 1 z ►n w
! , , 1 I i ! , I I i I I ,11 ; I I I I 1 L_ _ _ III + o \ \\\\ ` \ \ \ \ \ 1 - ` i / / / i' / ,/ , ' /' I li ` Ch e� LU
-
/ , 1 I I I 1 , I + I , f I I II- - - - _ -i- _.__---1 I - �I 1 \\\\\\ �\ \\ \ \ \\ \ t \ \\ \ /' /' ,',' /'�// /," ' ///' WW \ \ \ \
/ I \, / t I i I 578 -- I I __ _ I / I 4 I , . \ \ \. \ '` , \ \ \ \ \ \ - - -' / ' ' . / /i i ' / / \ E-� co CO M in
I I j I/ 1 I I I II / I ---- 1 I -�1�
/ I I I ,' \ \\\\�� �\\ \ \\ \ ` \ \ \ \, \\ - ___-- 'i' - // / /, l i J _. \ ` \\ A \ \ \ ~
i I 1 \ ,' ( I I I I �' 1 / i £ I \ \ \ \ \\ \ \ \ \ \ \ \ _ , / // rn O CQ -4
1 1 - _ N. / I 1 I I - I _ _ , ._- I r 1 ` \\ \ \ \ f . - -, -- .- _- - \/I'i / (II I \ I 1 i / :-✓'_ / / \\ \\\\\\\ \\ \\ \ \ ,\ - '/' ,' / �' � \ - O .ti ti O O
I I I 1 1 _ --C� / / 1 1 £ i I - _ +-1 _ _ / } I (I ! \ \ \ \ \ \\` \ \ \ \ \ - / / , /i' \ \
. I I I I I I __ / % II I I I I', 1. ---- ' i ce - -SAN. SEWER' TO II- \ � 1 I 3 I I I i ( \ \ \\\ \.\ \ \ `\ \`\ \ \\` `\` \\ ', % �' / /. i' , i /' / , I \\ \\ `\ l \ \, /
j I I I `" �! r I i i I BE ABANDO 1E� \, 1 i i - J._ , 1 I / 1 / \ \, \\ \\ I 1, ,;/; • 1 4
I I i ' l = , V. 5w f 1 ' AND FILLEQ hTH - _ - ------ , - --- I 1 „ r I\\ \ \ r /, . i, ` `\
1 I I I /- / , 1"�;yam. I _ _ , , - -1 ' �- I 3 /8 STUBOUT TO /�E ABIANDO�JED./ i I I \, � \ \ ' / , / \\ ` - ` \ z
I 1 I I I I , ,,. / ; I ' ,._ - .---- /._ ! -TOWABLE FIL,Li /' y�; I I REMOVE'VALVE/`AND O'AP CROS. I i `, \\ .\ ` �'\ \\`------' /' ,�'; ��.........- , - ;, '1',.- ;', i/� C-)
II I I 1 1 I I' i I I ! I _� - , I ; ' I / I \ . `\ \ \ \ \ I ' , / / -- - / - ,' \. - - _...._ _, _ Z 'z, m
/ ,/ I \ ,\
1 ' '' i ! ! , ,' //' / I RTION ,` 'G` 6 RB j /I, / � 1% -, , WV "ACCESS EASVMENT I / `, \ \ \ `\ '"\ \ \ `\ \ ' ,' // ' ' - _-- � / \\ / %- - - O
I 1 I I i / i \ T6 B MOVED _ i, -� DB 3 65-73 I \ \\ \ \ ,//'r ! %;' I 1 - /' - - ' v I
1 I I �2 �- - - - �. \ DRAM} `GE` \E-,5EME`NT ,' ' / - >` 5
/' !
I 1 I I 1 I / ,' 10 I rel Park =
i/ ,I - , �,ZI - e W ,/ , `.DB 326'573 , ' ', ; i _ \, w w
I -; __ _..W , Priva-le Reo�i 8••w ''�� /' ,
l I, i I , - \ / ,, - / ,' I
N N N
/ / ,! ! �! , i // I „W -r "_ ' e'9. - -. °e / \_. 1�8.,k \\ \ \ \ \ '/ / /' I ' __ '' / -' U U U
,'/ , / ' ' /' i` /' I / // tee, '' I -�'-' \ \ " \e.. \ I ''� \ \ �, / /// \ I / ,/ __ , . ' !m]
/ /
• ' ,/ / i' i ,' I I EX' CG' -12 .TC� r I \ - ,Iii /' 1 , a�
\ / I f
,' ,/' ' /' Ii ,/ tI i' !' /' f�EMA�N - 3 �9,, �' \ -- ~' I I\ i /'' ./ -
I11
, / lr /x ,' ' ! 1 / = 0 67 'IF OF 15' / �9„ �-. 1 - Q
'I f ' J / :/REMO EX. 18 STORM \£ �� SAKI. SEWER MH I•/ l o I - .L
/ / f i I I TO/8E REMOVED i \ . � / , "' a
/' / ,/I ,/ � l ;' i /'/ SEWER AND/ REPL`ACE[� \\ E' %! ,TO" BE ABANDONED. f B� /, ;',' TMP 32-41P - - ---= " "-` z c� °3
' / r l 1 �, ' r l � /'` MOVE CON -SECTION PORTION/6F EXIST/ DRAINAGE - fie'• i ---? P,O§t Office Land,Trust . , %' -
I 11 f / ,_ / ,' ,' �% WITF� 24 HDPE I / . �� 'AND FILL. TH STONE. \ W I i`l/ /, ff - 'l , ' - y
1 / €ASMENT TQ, -BE VACATED �' Zone: PD�xiC ��' - J/` --
/ / �% / I ; ' I I _ _ u , " r �� / / i I' \ _Use:- Residential / / ' - -
\ 11 \ \\\ / / /' ,/' /! ' //' / , r \\ 11 / / 1 II I 1 \\\ , /' ' i' � � ' i V /, i I '` \\ // �� ! J f -
' , / \ STORM DRAIN 1 I 1
/ r ' -I X, / r- , / 1 ,' / EX. TREES'TO PORTION OF� SANITARY w - ,! , I ' --
f J / r / l i , \ MANHOLE TO BE JREMOVED I i 111 , j \ ---- '
/'- / ( i \I REMAIN SElWtR EASEMENT r \` , L , . / /
/1 ,.\ \ /J/ I' %� / /' or-1o1A'' // /' / (! r - �' l I DB 3265-73' E�(. TREES TO ,PORTION OF CG ;6 CURB / ;,,'/ / I 1, /' 11 j(` � �
( L �, - ! / ! TMP` 32B /I / , I 1 EX. ;STM DRAIN / TO BE REMOVED ' ;/ /
/' / / / Tribal Pro erties / - - _ -
,- ��' P SLC % , , 1 I \. EASEMENT TO BE Vl CA"fED BE REMOVED,. - \ - _ O
\ ' ,-------'I-
'-' <' ' i /' ' I ZonQ.` NMD,' l r / �W .� , i" ,' - WATER EASEMENT \'\ �e-. I ,// 1 - , ' / % " -- �' ^
` - i /` Use: Residential / i i �W' � ! I '' \ \ DB 3265-731.4 �, �/ \ I/ ; ---- �` - / / I� �-I
\ ' I / / i '' 11 `: \ f1 \ I , i \ \ � `- -- ' ' EX. CGS 12 TO ' 9 0' Wp,TF?,UN '` � \ _ /" -'; /' / /'` �J o
/ i % / /"i ' '\____.,,") \ Q ENT . \ ,
I- _ - �, , , ;' r 1 ' ,� j I \`� - " i , ,' 1' REMAIN 1 �'' ,SEM �.\ \ - ,'" i ,./ "` - � / �--I O
\ 1 , / / i . /' I / / /I I ,, J ? I I \ / - / . \ \ \ /, ' - - --.. __ -- / / � - _- / / , / w r , 1�
J !/11 ' 1 II ` / ,/' ,'' /' ( � "*. I/ / ,\ \ \`-_._. _.._ /, / \ -� - /' /l -Y' -r,= /-' / � -_ -- / F'B'I
it /
z I I
11
1 \ i \ 1 / , i- _ ,� _ ,.� \ �\ WATER (EASEMENT i - \ / 8" I ,' _.._.__.._�'',I / � - ' d+ �
/ ! i '� %ice \ `' \ i 1 /` I \ /, /,
I' If / /I/ , (I ,' I'/ / /' /% -" -=_== '\ ` -� '' DB 326,�_��3 ill- t_�1 :- �8"W� �;' ,_.. -- i� �..�
\� \ \ / � /' / /; `, / I ; ,' / /, •/ i / / , \ \•\\ \ \ \\ 4 �. \ / J .�\ / l �'`� / 11, W \�8\ ,. , ,I " / ,\ �% Pq 1--�
I i \ '/� ~\!/,� -- - ./ /� /.' /, ', / ,, ,,/',// ' // %, -
`�\ \\ \ \\\ \\ 1.\ s\ I' r /' / / /! ! / / --- \ �/' / W +',//' / -- -- ) '/ / - � 1---1
I I .I _ __ //' / / , ,' // / /,' ' !, ,' , /' ' , - -•, \ \ \ \ \ \\. \ / i , / / '/��j��) 'I / // ' \ �- -, - � / / /' / / O
' 1 I 1 I , // , / ! / /,, ///'/ ' ' /i /' \ \ \ \ \ '` \ \ \ '` O i '/ /' Y"/// / \' / I. \. '/ '�/ \ I C)
11
I' t 1 1/ t ! / I 1 i i !!!./ , ,,/ i; /'/' / / I \ i �J /� `` I I i ( 1 ' ' '/ �`' '/ e.•W \ ' ' /.• /
/ {\ i I r i ! / I l / ' I \\ \\ \ ! i / TMP,32-41 Q \ _ \ \ / 4 �
1 I \ ; lI I // 1 I t t'/ / , , / I%/ ; I/ / ! `\ \ \. /' / / j / ( `l , I /' - e`•W \ / e �'
I 1 r / 1 I i%, , I, I! , // i /I \\ �, 1*� , , r The Dainel Grou Inc. 11 Q = Z
I I \ I \ I I I / I' t l I;II ! '' I / ' , / \ . (,' I C` � - I I / I I - I 1' �, ' PD -MC /% r' / ! / \ / 8 W ' /ice ' �1 i-1
i 1/ !' II 1 I i I I 3 I 11 i III' 1 1I ,1 ,t )it l '/ // '!'// ,! i l `!/ \\ \ ;I I \ I \ � ` I \\ I /,''Use: Residential ,�/ / / 1 / /' 1' \ ` �e" I 0 U
\ I I t I I I / , ,11, 4 ' I 1 I ] ! � \ w I-� co
I ' I I I / I I 1 1i ! . 1 I / ! / / 1' I \ 11, \ � i \ _ - : - -/' ,' / i I / Q F--+
I 1 I i I 1 I / I I I1! '�r1 I ( / / I 1" / I (1\ 1 \ r * _ 1+.• t - ,, / // \� \ QNB r,i �
1 ; I \ I I I 1 I i 1 I 1 1 J l I I ! \\ '/ EX. STM DfAIN --
r \'` ,.
i I I I / i I I , ' I I 1 (� / I I I I ! ' \ \ 1 \ _ ' EX. CON C. ` ./`° ., i ,/ //' / I / \' ' 1 , �� 1 J 0 w
I ' I 1 1 1 J I i 1 I1 I I I I 1' ; 1 1 ' \ i•\\ - EASEMENT I .,./. ; -_-_.. '' , N M•a =, / W� O ui
1' I I \ I 1 I I I . 1I , i \ \\ 3 I \ ii.. i / ,'- J' /' j \, - � t< / / J
I 1 I I 1 i I I I I: 1 11 1 / \\ �' .\ SIDEWALK -i ' ddd _
1 \ \ 1. I 1 I ' I ; I I II I III 1 I / / \ ` \ / ,,'..I l / I / _.._ - / ! / \ x M r'" � � y
11 1 I I 1 1 1 I '1!!iiil I I I I I /tom' /' \ \\\ 3 \ ! -'\ % 1 '
I \ \ I I I I I I I I I i ..\_, r, , /'/ 1 \ \ \ - \ ,/
I \ 1 \ \ I I \ . i ! I ! '1 I I; I I ' 1 i \ _. _.. ' \, I. \ ` a t _l , / // \ i ! 1 ' Vi,_J' / / ' , w
1 _ __ I 3 W
I i
1 \ \ I I ! I I , i ! I 1 1 , --- -`I 11 J \ \ / , / 1 / I / / . /'
\\ \\ \ ''I 11\ , \ I !\ ! 1 /' 1 I , I �, .IF! 1 I i % , ." __ `I 1 \'\ ,/ '\ `\ \ \: � / \ 1\ '�W � elr � / / ,'-. - _. i ,/ , � / �'' j} � _
\ / I \ \ i , Vii/ '/��' j / /_ l l
1 I I \ _ t 1 ! r ' I I \ �:' \ \ \ , . ' 1 / , �. I \ /' 1 I ; m DOM. PROJECT NO:
\ I \ \ I 1 ; 1 1 I I - __ _ /� /'/' \ ��^ \ \/ J I \ \ ,. I /"//,i/ 1 \ . -�' ' I / q p
\ I 1 \ I I / / \ \ , / / ! ' % \\ \\ \\ \ \ \ , .� y /.j/ '/ \ /.' !1 / / / / 13.0018
/ !I 1 I i I I I f // � / !/ / / I \ c `` '\ \ '`�, ' / //'' i' //l / J Il-
/ 1 �`' /\ I \I. I '; ; / '` / 41 \}. / 1i /`. / ;,%/;' :,/ !. -_1_. ,' INDEX TITLE:
/ I I I I. ; I i' / ,I / i -- __ - _.- - lI / // \*_ 1 / , \ _- //'i,//, / /,' / I ' / , / /
11 i \ ! 1 \ 1 I I 's / / /'i "I / ( ;rTMP 32=41K ~1 _\'.; . '.;<.11 -7 /// /-' „' % / ' `�l`� / 3
-- - - -' - ,' ' I \ I I I ' ; ` I t 1 I I Ra ewoo¢ Village�_of- - \� i ..� u -L -' !; _/ \ f i / rl' 1 / / '80 / 120 \ // / /
,' / i I I II I 1 III / 1 '' ;' ! I _ Hdllymead \ ...I \ I `\�\ \ 1111 40 0 , / / / - ' f -� ES3
_ ! / I / }; rI 1r I I I 1 i i 1 i '; ' Zone: PD -MC '. �\ \ �:: ' \ _ / /
\\ // 11 / 3
I I ! I / . t i I 1 I Use: Residential ~:� \ ' / \\ SCi4LE: 1 - 40r/ / / /' / I I! I t
___ I / ,' 11 / �/. 1 ' I I I / I I I I i i \� \� , l \ `\ //// / , ,'11", JI J 3 OF 8
-_ -- / , , / \ 1 1 J I 1 ; I 1 , /. / , / 1 11
SHEET NO:
( 11 ( I III / J 1 ! I , \ / / `-",-, \. \ /'' ' / / /` / r -I ' ' - '
�' /' ! / Jr ` I (;' (' 1/ /I 1 I , 1 / ... - _ I \ .a s - '\ i � \\ . \ \. \\\\ '� j,' ,'� ' i' ' /� % /' 11` J � /' -I
--_-------_-.- , �1 ( \ '\ -\ i / \ , \ ,
I.
I 1,
- -- ,'' / 1\',`; i I i I / �� \� \-� '' /' �� ' / / - l it , DATE:
/ , I I / IV.� 11 I1 I / i , " � , ` ' ; ,, ► 08/13/13
- ,_
_ u
N N 00 T
-_
aL
��mms
C
o �AA�
/
IV
N
r -U
/
.�
C
_U
.
-
0)
/
E
c
'
W
/'
/
/
to
/
v4.
4.
! ' / // _ -_ \ \ \ { 1 I 1 4 - _ - 1 I 1 I 1 \ i I £ i /- / O0
/ ' / ,/ ' / /';, \\ \\ 1 \ 11 'I I '1 1 I I I 1 I I I II \ ` 1 _ - - I I I ,/ / ` 7 �e"""�
/' I 4" 1 ' 11 \ - 11 / 4 p/i// / / ;'`/ \ , 1 11 I 1 I I ; I /- ei I I _ - -- I -\-''r- 1__ II
/ , ' , \ }I I II I ,I ,1 I 11 , , - 11 II -- _ �_.___-t \} \ \, I I I! r/ ,%
/' 1 , I
/ /' / / ' ' ' '/ / ', 4 I I, I 1 I I I ---- _ _' I 1 1 1 � '' , \ f 1 I I I/ /
/ , , II I I 1 \ \ \ /
// / // i / / I! I I! I` 1 I I I I I I; I ti - - I I / _..__
/ i ! I I{ I 1 I I I I i I \ -- y� 1 \ J TMP 32-41D2 /
,` / / I I , 1 I I I I I I >. ! i I I - _ ._-----�-'; -_ _ }, I I `\ I ,/ Edlich Drive Realty, LLC
/ I' / /' /// /,' /// I I II I j 11 11 I � _ _ ._ _ --'I 4 + I i I I -; ,{ " f I `\ ` % Zone: LI / 4*0
�1 Q11 F f
/ , / / / I I I, I I I 1 11 I 1 I 1 , I I+ I 1 `\ \ ,' /
/ I ! 4 I i I 1 _ __ _ . --I-. I - _ _ \ i Use: Warehouse / (Z
i I I f
/ // / // I I I i i I 1 Il •, -- i I _- I._ __--I-- I, -j I 4 I r- - _,___ 1 i /-' /
/ / , / ; ` / / I 1 1 I 1 1 1 I 1 1 I . \ �- .4. � - !._---- I { l 1 I 1 I - -- - -- _ _-'_ -- J ' /
/ / / ,' /' I I I 1 i I I i I . \� _- -- ' I I I 1 I I I 1 I I t r - _.__ - _ -: `, _. - / I !' 9
/ / ' I / I I 1 I I ! j 11 I j . _ I I 1 I f-- \ I 1 , I f- .r._. --- - ' - / ' ' M H ERS
/' ,' ' j I I i I 11 I 1 I \ I I 1 I I -- '- 1� I-- I I -- -_ -` -- -- ----_ I ' /
/ ; ' ,' / ` I I I i I I I i 1 1 I I i I _. _. --I . - 1 __ -� _ ` I I ! 1 ' ! I' - _ _ �~' _� - _ - - -- i Li : I o. 33028
/ // / / �/ I 1 1 1 , 1 1 ! II .j I I I I -- __ __ I T... I . 11 , f I I, I , 1 1 1 I-- __ ''__ - - _------- "a
_ ,� () w
/ / / , / ' , , 1 I I , I I I 1 J' /_ ___-1- ;- + { ► { I , 11 I x I I i , 1 ' ! ; 1 1 - _ _ - _ _= -- / , , ; `
/ , / , / 1 I I I , I I 1 I 1I 1 10,11'"s - , I I I 1 1 { 1 f I I 1 I I I I I I T' ` _ ` - _- - -- - _ __ _ : -` --- - - / ' O`�, l l l ,
/ ' ' ,/ / / /' ,'' i ! i I I it I ! I i r'. h ?I ;J 1 I ' I - - I' - - - �� f� I ' ' 11 II I 1 II 11 I '1 _ ---- _- - _ `_......--- -- _._ / , �{,� ���
/' /' / / I I 1 I I I I I II .
'I - _I --I I r 1 I I {I I 1 ' f I / _ __ ---- - -/' --- / sj� F,i1
/ , r I o I 1' - -- ---._ I I J P i I I ! i ! i - -- --- -- / N A L
/ /, / 1 I i ! I I lI Y r I -moi I 1 �"-_____ .-...._..--
/ ,' ' / 1 1 I I I I I I ` / ----V I_I I I I i I fP I i I I I I , 1 ,; -- _ ``_- -- _ /
/ / ' / / I I I I I 1 ii:. I r-' , ; 1 I I ! 1 I I , I 1 I I - - - - = , _ - - - -. -� ' \ /
__
1 .1
/ / / / , / / / Ir 1 ! I I I �I "7y �t I II I I! 4 1 _ i - - - 1 1�- I c¢of 0 I I; '1 I 1 I I !, 11 I I I{ I I` , f - -- `- `_ _ - - - - - - - ``� \� - 7 ,__
/ ,' / / / ' /' I I I /I 1 I I I I I �. I I 1 , 1 - -I--- , 1 I v/i I I 1 !I 1 1 ! 111 { ` - - - - - _ - - - _- _ _ - _ ` ` - --- _ _ _ a�„iD
/' /' // l I / I 1 I I I 'k i• -- -- _. 4-I-- .1' 1 ` i i II' {i X ¢,11 it 11 ! 1, II 1, II I, 1 11, ! � //'/ /,.._ __ _ ' -_--'_ ___ _ _ _-- __ ...._ / A .O�'-'r
/ / / , I , i ; I I r - - l I I 1 1 '�I I I 1 I III 1 I I �/ _ -------_-_ �, -_ ' _'_-----_ - m
/ / / / , % /i , 1 1 { 1:. I 1 I I I 1 1 11 ,i - --�£ I ', 1 '1 I 1 ' I 1 1 i i i / / _'.`_ - _ / ` /
/ ' /' / ,' / / / \ 4> I 1 I N Lq r, _ I , I I 1 I, i 111, 1 ! / ,/ / - _ --... _ _ __ -�-` _ - w
// , , / , i , I .1 1 ,I , 1 I- 1 -" £� '' _ I 1 I i I 1 1 i i / i /� - -- --' -- _``------- / Y
/ /' % / / / I, � /! ! ! I 1' � . -1 I- I ------- � - --441 11 <° PQ- m I £ i 11 1, ! 1 ', '1 y I I! 1 ;1 % / ,, : j / _ _.. -- - -- _ _ _ __-_.. - - - ` \ ' l TMP 32-41 p w
/ / ' " /" /' // / ; /!' '' ' I I l _ 1 1 , , b z I I , I , 11 I I , ; II 1 I I I \\ \� e ' /; --'! - _ � \ r' I - - -' - - - - -'- - - - - - - ��y
/ ,' / i ( , I I I y I I I I I b ,w 1 I I ' 1 \ \ \, \r' \ ' I 1 \ ', r _ ._ - - �' ,; \ Zone: RA d]
/ , , / / !% , / ' \ ; I I I II 1 !! £ I I tj , I 11 1 ¢ -- r I 1 ^i 11 1 ' 1 I 1 I 1 1 I 'i I \\ \\`- -J/ I } \ \ �� ' - --------- _- -,' \' - _ -
/ , , I I _ _ _ _ I \ Use: Residential
j i I � I `c� x 1 I I, I \\\ \ \\ \ 1 !` �`
'' '' '' i , I ! ,i I I !' _` , _ I r I , _ - -Sad' _'. t i ' I 111 1 I I '! I , i \ \\`; \ .,\` 1 \ \, \\ ! 1 ` `^ _ \` \ \ I Z z0 U
/ / / / 1 ' , I I \ I -I I --- - }- . �'1 I ! \\ �` \\ I \\\ \ 1 \. E
/ / /' / , !I' I ' 1 I _ - ` 1 I // 1 1 I II 1' ' I I I! 11 11 ! ` \ \`\ 1 \ `� `\ ` `, ' � P ,T. �'
,' , I 1 \ \\
/ / /' // i I ', 1 I I I - j �- I 11 ! I i! 1 i 1 i' I! I t \ \\ \\ \ 1 I \` \\ I :.\` \ � P COj
\ \ >-
% / / ! / , ' / ' I ' 1 I I £ I 1 I i I 1 I 1 I II 111 I, ; 1, \\`\ \ \\ \\\\` \ 1 \\\\' / \\\�\\ \."\
/ / i I I I I 1 - ! I I \I \ \ ` `aI \\ \\`\\` \ \ \ �� `.\\ \\ - \, W w m
/ \ , I 11 I f •° 1 _ _.. L !/ I I ' ! i \ \\ `\ \ \\ . \ \ \ - \. \,I \ \ \ t
ii / % / I I I I j _ `1 -� � - I , \ \ \ \\ \ \ \ \' • J \ \. \ \ \ A Z
/' / `\ / / i 'I I I I __'; i ,,r , 1 I + 1\ \ \\ \ \\ \ \\ \\ \ \ ` ` \ \ _ , \ \ .I /,I`I 1 ^-`' 1 I \ P4 a
,' / ,' TMP 32B -A i\\ \` (. /,` I It !i II 1 N T.
.-- __ _ __ I -I 'I i I 1 f( )I' 1 I 1 ' 1\\\ \ \\`\ \\\\\ ``-��\\\``•\\� \ `\` - .\\\.`` \ /// `I I I, r1 I 1 , �<,,i,' i I ,'_ - F+-1 i4 U
i� ! \
/ /' Tribal Pro ertties LLC / -` 1 I I ! I I 1 -, I \ \ \ \\ \ \ \ TMP 32 41L \ `� \ I, ;'' \ - o
(l / // p / /- I I I f I I _ - ---1_ _ - - -� --- I ! - I 1 \ \ \ \ \ , I I ` `\ TOzcJn Pro Properties, LLC \ \ , r ; i / . '\ 2
! Zone: NMD / 1 V ! i 1 I , \ s7s - 1 I _ - I 1 I I I I \ \ \ \ \\�\\ \ I 1 1 \ \ p \, • \ /;'j !', ,/ /' \� O
/ / i I i ._ \ _ I _- - 1 \ \ ; I ! \ \ \ / / !; / :\ PCl i/]
i i /' /4 7 1 ; I I I I I 1 I \ \ �'\ i t lone: PD -MC \ ` �' _ /' I , � % \\,
i Use: Vacant / / 1 1 I 1.--- I I \ \ Ilse: Vacant �/ ; / ` '
/ / / , / , I I � , I I 1. a- _ t I I -�- , I f I I \ \ \ \ \ \ I 1 1 , \ \ \ - = / /`• /
/ / ,' i!i i !!, 1 , I II 1 1 I i , , 1 1 I _-. --- I \\\\\ '\\\\`,IIi51 1 1 \•\ \ \ \\ \\ i'// I;/',' `_/ / /_ __----- `\\\
' / ' ! / / 1 I I I . 1 I I I 1 I i -I-- _ {- -.- I 0 - I \ \ \ \ \ \ \ \'\ \ \ ; \ 1 i \ 1 \ \ \ ``\ \ - / / % ; ! ,-' /' / / \ 1 / m
/ / , / / i I ! i ,, ( I I I I I 1 1+' I I ! I --- - - -_� I-- -- I I \ `• . \ \ 1 1 \\ \\ \ \ \ \ • \ ..v ' ' / , / / ,/ \ I �l? \ p
i ! I Iuj
r !' I!I r i I i i I I 11 I i' .. \ - -- ` -_ t F - I N'I 1 I \ \� \\ \\\ \ \ \ `' \ \ / //'� '/ 7 �/ ', \ I ' ;'t ~ \ O C7
/ � /' I i I I I 1 I .1 I I I 1 I I I I , \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ ' /' , ,' ! / ,' / \ I' I I ; - \ \ Z
/ / I I I I I II / 11 / I 1 1 1 . ,. - I I I i I _ -�-t I I \ \ • \ . \ \ \ \ \f r , , i / 1 , ; i \ 1 z ►n w
! , , 1 I i ! , I I i I I ,11 ; I I I I 1 L_ _ _ III + o \ \\\\ ` \ \ \ \ \ 1 - ` i / / / i' / ,/ , ' /' I li ` Ch e� LU
-
/ , 1 I I I 1 , I + I , f I I II- - - - _ -i- _.__---1 I - �I 1 \\\\\\ �\ \\ \ \ \\ \ t \ \\ \ /' /' ,',' /'�// /," ' ///' WW \ \ \ \
/ I \, / t I i I 578 -- I I __ _ I / I 4 I , . \ \ \. \ '` , \ \ \ \ \ \ - - -' / ' ' . / /i i ' / / \ E-� co CO M in
I I j I/ 1 I I I II / I ---- 1 I -�1�
/ I I I ,' \ \\\\�� �\\ \ \\ \ ` \ \ \ \, \\ - ___-- 'i' - // / /, l i J _. \ ` \\ A \ \ \ ~
i I 1 \ ,' ( I I I I �' 1 / i £ I \ \ \ \ \\ \ \ \ \ \ \ \ _ , / // rn O CQ -4
1 1 - _ N. / I 1 I I - I _ _ , ._- I r 1 ` \\ \ \ \ f . - -, -- .- _- - \/I'i / (II I \ I 1 i / :-✓'_ / / \\ \\\\\\\ \\ \\ \ \ ,\ - '/' ,' / �' � \ - O .ti ti O O
I I I 1 1 _ --C� / / 1 1 £ i I - _ +-1 _ _ / } I (I ! \ \ \ \ \ \\` \ \ \ \ \ - / / , /i' \ \
. I I I I I I __ / % II I I I I', 1. ---- ' i ce - -SAN. SEWER' TO II- \ � 1 I 3 I I I i ( \ \ \\\ \.\ \ \ `\ \`\ \ \\` `\` \\ ', % �' / /. i' , i /' / , I \\ \\ `\ l \ \, /
j I I I `" �! r I i i I BE ABANDO 1E� \, 1 i i - J._ , 1 I / 1 / \ \, \\ \\ I 1, ,;/; • 1 4
I I i ' l = , V. 5w f 1 ' AND FILLEQ hTH - _ - ------ , - --- I 1 „ r I\\ \ \ r /, . i, ` `\
1 I I I /- / , 1"�;yam. I _ _ , , - -1 ' �- I 3 /8 STUBOUT TO /�E ABIANDO�JED./ i I I \, � \ \ ' / , / \\ ` - ` \ z
I 1 I I I I , ,,. / ; I ' ,._ - .---- /._ ! -TOWABLE FIL,Li /' y�; I I REMOVE'VALVE/`AND O'AP CROS. I i `, \\ .\ ` �'\ \\`------' /' ,�'; ��.........- , - ;, '1',.- ;', i/� C-)
II I I 1 1 I I' i I I ! I _� - , I ; ' I / I \ . `\ \ \ \ \ I ' , / / -- - / - ,' \. - - _...._ _, _ Z 'z, m
/ ,/ I \ ,\
1 ' '' i ! ! , ,' //' / I RTION ,` 'G` 6 RB j /I, / � 1% -, , WV "ACCESS EASVMENT I / `, \ \ \ `\ '"\ \ \ `\ \ ' ,' // ' ' - _-- � / \\ / %- - - O
I 1 I I i / i \ T6 B MOVED _ i, -� DB 3 65-73 I \ \\ \ \ ,//'r ! %;' I 1 - /' - - ' v I
1 I I �2 �- - - - �. \ DRAM} `GE` \E-,5EME`NT ,' ' / - >` 5
/' !
I 1 I I 1 I / ,' 10 I rel Park =
i/ ,I - , �,ZI - e W ,/ , `.DB 326'573 , ' ', ; i _ \, w w
I -; __ _..W , Priva-le Reo�i 8••w ''�� /' ,
l I, i I , - \ / ,, - / ,' I
N N N
/ / ,! ! �! , i // I „W -r "_ ' e'9. - -. °e / \_. 1�8.,k \\ \ \ \ \ '/ / /' I ' __ '' / -' U U U
,'/ , / ' ' /' i` /' I / // tee, '' I -�'-' \ \ " \e.. \ I ''� \ \ �, / /// \ I / ,/ __ , . ' !m]
/ /
• ' ,/ / i' i ,' I I EX' CG' -12 .TC� r I \ - ,Iii /' 1 , a�
\ / I f
,' ,/' ' /' Ii ,/ tI i' !' /' f�EMA�N - 3 �9,, �' \ -- ~' I I\ i /'' ./ -
I11
, / lr /x ,' ' ! 1 / = 0 67 'IF OF 15' / �9„ �-. 1 - Q
'I f ' J / :/REMO EX. 18 STORM \£ �� SAKI. SEWER MH I•/ l o I - .L
/ / f i I I TO/8E REMOVED i \ . � / , "' a
/' / ,/I ,/ � l ;' i /'/ SEWER AND/ REPL`ACE[� \\ E' %! ,TO" BE ABANDONED. f B� /, ;',' TMP 32-41P - - ---= " "-` z c� °3
' / r l 1 �, ' r l � /'` MOVE CON -SECTION PORTION/6F EXIST/ DRAINAGE - fie'• i ---? P,O§t Office Land,Trust . , %' -
I 11 f / ,_ / ,' ,' �% WITF� 24 HDPE I / . �� 'AND FILL. TH STONE. \ W I i`l/ /, ff - 'l , ' - y
1 / €ASMENT TQ, -BE VACATED �' Zone: PD�xiC ��' - J/` --
/ / �% / I ; ' I I _ _ u , " r �� / / i I' \ _Use:- Residential / / ' - -
\ 11 \ \\\ / / /' ,/' /! ' //' / , r \\ 11 / / 1 II I 1 \\\ , /' ' i' � � ' i V /, i I '` \\ // �� ! J f -
' , / \ STORM DRAIN 1 I 1
/ r ' -I X, / r- , / 1 ,' / EX. TREES'TO PORTION OF� SANITARY w - ,! , I ' --
f J / r / l i , \ MANHOLE TO BE JREMOVED I i 111 , j \ ---- '
/'- / ( i \I REMAIN SElWtR EASEMENT r \` , L , . / /
/1 ,.\ \ /J/ I' %� / /' or-1o1A'' // /' / (! r - �' l I DB 3265-73' E�(. TREES TO ,PORTION OF CG ;6 CURB / ;,,'/ / I 1, /' 11 j(` � �
( L �, - ! / ! TMP` 32B /I / , I 1 EX. ;STM DRAIN / TO BE REMOVED ' ;/ /
/' / / / Tribal Pro erties / - - _ -
,- ��' P SLC % , , 1 I \. EASEMENT TO BE Vl CA"fED BE REMOVED,. - \ - _ O
\ ' ,-------'I-
'-' <' ' i /' ' I ZonQ.` NMD,' l r / �W .� , i" ,' - WATER EASEMENT \'\ �e-. I ,// 1 - , ' / % " -- �' ^
` - i /` Use: Residential / i i �W' � ! I '' \ \ DB 3265-731.4 �, �/ \ I/ ; ---- �` - / / I� �-I
\ ' I / / i '' 11 `: \ f1 \ I , i \ \ � `- -- ' ' EX. CGS 12 TO ' 9 0' Wp,TF?,UN '` � \ _ /" -'; /' / /'` �J o
/ i % / /"i ' '\____.,,") \ Q ENT . \ ,
I- _ - �, , , ;' r 1 ' ,� j I \`� - " i , ,' 1' REMAIN 1 �'' ,SEM �.\ \ - ,'" i ,./ "` - � / �--I O
\ 1 , / / i . /' I / / /I I ,, J ? I I \ / - / . \ \ \ /, ' - - --.. __ -- / / � - _- / / , / w r , 1�
J !/11 ' 1 II ` / ,/' ,'' /' ( � "*. I/ / ,\ \ \`-_._. _.._ /, / \ -� - /' /l -Y' -r,= /-' / � -_ -- / F'B'I
it /
z I I
11
1 \ i \ 1 / , i- _ ,� _ ,.� \ �\ WATER (EASEMENT i - \ / 8" I ,' _.._.__.._�'',I / � - ' d+ �
/ ! i '� %ice \ `' \ i 1 /` I \ /, /,
I' If / /I/ , (I ,' I'/ / /' /% -" -=_== '\ ` -� '' DB 326,�_��3 ill- t_�1 :- �8"W� �;' ,_.. -- i� �..�
\� \ \ / � /' / /; `, / I ; ,' / /, •/ i / / , \ \•\\ \ \ \\ 4 �. \ / J .�\ / l �'`� / 11, W \�8\ ,. , ,I " / ,\ �% Pq 1--�
I i \ '/� ~\!/,� -- - ./ /� /.' /, ', / ,, ,,/',// ' // %, -
`�\ \\ \ \\\ \\ 1.\ s\ I' r /' / / /! ! / / --- \ �/' / W +',//' / -- -- ) '/ / - � 1---1
I I .I _ __ //' / / , ,' // / /,' ' !, ,' , /' ' , - -•, \ \ \ \ \ \\. \ / i , / / '/��j��) 'I / // ' \ �- -, - � / / /' / / O
' 1 I 1 I , // , / ! / /,, ///'/ ' ' /i /' \ \ \ \ \ '` \ \ \ '` O i '/ /' Y"/// / \' / I. \. '/ '�/ \ I C)
11
I' t 1 1/ t ! / I 1 i i !!!./ , ,,/ i; /'/' / / I \ i �J /� `` I I i ( 1 ' ' '/ �`' '/ e.•W \ ' ' /.• /
/ {\ i I r i ! / I l / ' I \\ \\ \ ! i / TMP,32-41 Q \ _ \ \ / 4 �
1 I \ ; lI I // 1 I t t'/ / , , / I%/ ; I/ / ! `\ \ \. /' / / j / ( `l , I /' - e`•W \ / e �'
I 1 r / 1 I i%, , I, I! , // i /I \\ �, 1*� , , r The Dainel Grou Inc. 11 Q = Z
I I \ I \ I I I / I' t l I;II ! '' I / ' , / \ . (,' I C` � - I I / I I - I 1' �, ' PD -MC /% r' / ! / \ / 8 W ' /ice ' �1 i-1
i 1/ !' II 1 I i I I 3 I 11 i III' 1 1I ,1 ,t )it l '/ // '!'// ,! i l `!/ \\ \ ;I I \ I \ � ` I \\ I /,''Use: Residential ,�/ / / 1 / /' 1' \ ` �e" I 0 U
\ I I t I I I / , ,11, 4 ' I 1 I ] ! � \ w I-� co
I ' I I I / I I 1 1i ! . 1 I / ! / / 1' I \ 11, \ � i \ _ - : - -/' ,' / i I / Q F--+
I 1 I i I 1 I / I I I1! '�r1 I ( / / I 1" / I (1\ 1 \ r * _ 1+.• t - ,, / // \� \ QNB r,i �
1 ; I \ I I I 1 I i 1 I 1 1 J l I I ! \\ '/ EX. STM DfAIN --
r \'` ,.
i I I I / i I I , ' I I 1 (� / I I I I ! ' \ \ 1 \ _ ' EX. CON C. ` ./`° ., i ,/ //' / I / \' ' 1 , �� 1 J 0 w
I ' I 1 1 1 J I i 1 I1 I I I I 1' ; 1 1 ' \ i•\\ - EASEMENT I .,./. ; -_-_.. '' , N M•a =, / W� O ui
1' I I \ I 1 I I I . 1I , i \ \\ 3 I \ ii.. i / ,'- J' /' j \, - � t< / / J
I 1 I I 1 i I I I I: 1 11 1 / \\ �' .\ SIDEWALK -i ' ddd _
1 \ \ 1. I 1 I ' I ; I I II I III 1 I / / \ ` \ / ,,'..I l / I / _.._ - / ! / \ x M r'" � � y
11 1 I I 1 1 1 I '1!!iiil I I I I I /tom' /' \ \\\ 3 \ ! -'\ % 1 '
I \ \ I I I I I I I I I i ..\_, r, , /'/ 1 \ \ \ - \ ,/
I \ 1 \ \ I I \ . i ! I ! '1 I I; I I ' 1 i \ _. _.. ' \, I. \ ` a t _l , / // \ i ! 1 ' Vi,_J' / / ' , w
1 _ __ I 3 W
I i
1 \ \ I I ! I I , i ! I 1 1 , --- -`I 11 J \ \ / , / 1 / I / / . /'
\\ \\ \ ''I 11\ , \ I !\ ! 1 /' 1 I , I �, .IF! 1 I i % , ." __ `I 1 \'\ ,/ '\ `\ \ \: � / \ 1\ '�W � elr � / / ,'-. - _. i ,/ , � / �'' j} � _
\ / I \ \ i , Vii/ '/��' j / /_ l l
1 I I \ _ t 1 ! r ' I I \ �:' \ \ \ , . ' 1 / , �. I \ /' 1 I ; m DOM. PROJECT NO:
\ I \ \ I 1 ; 1 1 I I - __ _ /� /'/' \ ��^ \ \/ J I \ \ ,. I /"//,i/ 1 \ . -�' ' I / q p
\ I 1 \ I I / / \ \ , / / ! ' % \\ \\ \\ \ \ \ , .� y /.j/ '/ \ /.' !1 / / / / 13.0018
/ !I 1 I i I I I f // � / !/ / / I \ c `` '\ \ '`�, ' / //'' i' //l / J Il-
/ 1 �`' /\ I \I. I '; ; / '` / 41 \}. / 1i /`. / ;,%/;' :,/ !. -_1_. ,' INDEX TITLE:
/ I I I I. ; I i' / ,I / i -- __ - _.- - lI / // \*_ 1 / , \ _- //'i,//, / /,' / I ' / , / /
11 i \ ! 1 \ 1 I I 's / / /'i "I / ( ;rTMP 32=41K ~1 _\'.; . '.;<.11 -7 /// /-' „' % / ' `�l`� / 3
-- - - -' - ,' ' I \ I I I ' ; ` I t 1 I I Ra ewoo¢ Village�_of- - \� i ..� u -L -' !; _/ \ f i / rl' 1 / / '80 / 120 \ // / /
,' / i I I II I 1 III / 1 '' ;' ! I _ Hdllymead \ ...I \ I `\�\ \ 1111 40 0 , / / / - ' f -� ES3
_ ! / I / }; rI 1r I I I 1 i i 1 i '; ' Zone: PD -MC '. �\ \ �:: ' \ _ / /
\\ // 11 / 3
I I ! I / . t i I 1 I Use: Residential ~:� \ ' / \\ SCi4LE: 1 - 40r/ / / /' / I I! I t
___ I / ,' 11 / �/. 1 ' I I I / I I I I i i \� \� , l \ `\ //// / , ,'11", JI J 3 OF 8
-_ -- / , , / \ 1 1 J I 1 ; I 1 , /. / , / 1 11
SHEET NO:
( 11 ( I III / J 1 ! I , \ / / `-",-, \. \ /'' ' / / /` / r -I ' ' - '
�' /' ! / Jr ` I (;' (' 1/ /I 1 I , 1 / ... - _ I \ .a s - '\ i � \\ . \ \. \\\\ '� j,' ,'� ' i' ' /� % /' 11` J � /' -I
--_-------_-.- , �1 ( \ '\ -\ i / \ , \ ,
I.
I 1,
- -- ,'' / 1\',`; i I i I / �� \� \-� '' /' �� ' / / - l it , DATE:
/ , I I / IV.� 11 I1 I / i , " � , ` ' ; ,, ► 08/13/13
V � 0 ; !F �I F A, F _ ~� � ( � C3 `� � � 1 •, I ; � \ ` \ \ \ \ 4 ' \ `gyp � �\ !a _ yL _ e
�\ , _ \ y 578 _ -- — ■0)EXiSTING FORBAY FOR/ CD
m,No
tm0
ESVV 2 58, j
/ � / � j � . a \ /! a I a •..� i r �'"" F i J i � / t'..' � - - � ; \ \ \ \ � ` \ \� \ \ \ \ \ � vsi �t � �
\\ \ N
° 4 11 Li- 0 '� _` k° a F�-•---'j�-._.-- ____ __- � - ' ' / \\ \ \\ \ \ \\\\ •O C _ U
CD i % \ \
L' UREL P R UBDIVISION;
j1 j \ j r , I ._._ --- > i P65 _ _1 �' I / / R T {TAT ,,\�pl�� i \, ,�\\ r W
t l I� e F t J F _ d" -a . r -'s -,%t t ' / L 1J o�1 1 iV \\ 4 ` O
! \ 580 F V-
EX. co 4-°-'-
' j
' � I
rq...
I4q•, F
t
jjw o
CON/ TR A TOR HAS ;OPTION TO,U St\BLOCK
/
- 1 / C6j FOR 5TO�KPI,LE P`URP`OSES, SUMC\TTO
APPROVAL BY CQN\TY t -&S \INSPE'CTOR:tw
Pesidue of
582 \Evil—
- _ 3, 813 Acres
i
�1 I P \Sj IJ_
/ 1 _j-
8"VV' 8 8 ,W 8"W G
%' / � , w % \ � r ry `\\ pf_r Park Ln' s"Iy
, a € •i ate Stir _� 8„ ;; j jh \\
_-- 8 __- ' = "c"SE •, LIMITS OF w� -�
/ 8- 8X8 TScV f`� ,n -, I z eent. rn \
w 1 ; rP' - .--•---_ __ _ ,�� DISTURBANCE • -°� 8." j.'� \ / o
`' \ '\ M F. MYERS
/ %' / % / _,r / ;n, / �= _ . __-• --'-- 22.5° ersd 1 � Jj(t �— �- Entrr (1p)\
Li . No. 33028
,� -'' ■�■ \ I i',r' ��•++ r$iU�lCliai� t� 8 „%,°' 'rll�"✓••Y....,,..: O` ."-". \ \ \ , r� 'Q�i
mown i °,. Pr y 1i w. a L,.....:_ $; ,, e..G . - +•.•.,.,.: • c amj ''V O \ \ j /' // / / /
'/' �' ,/ ✓ 1�..,..-•._r- C '
MOWN / r i\ ���X a '1���I rc-)(:' '`sa' ,�---.....•-•,.•.`.. r.,: ...,.a. • \""' r�M1 ``,- lY \,, .; \ \ j \ \ / j �: `O ! ri �/`� / �•?'W
j i �n X,► X •► X b I I ' i , 'r a�..5'
.:
NAL
_ f — ` ``\.,� 8 /?7 tea..., � \ \ \ `'••: . �, ,,,,,,� \ "; - / l C � A
\
, v
............
944 i / C r \ •.•_, `�`` C•. \ \.�.y
iop DDS 94 ' . A t f�`i\ I ,a \ \,\. \ \ \\-4 / I. ° ci co
9 DA ST -1 ; ` :�.► 8 `\ \� A
,,e r,
AC. k I -12 w %
Q
,-RWD ,:: 7�l o
O e Space D '�1 � } � j �� f� � `~; ' /i \ CE o `�. �` ` Y
.�%3Y t.3 rs 7`�, rr a Ci (.$.% t V� dJ a`J i✓ •�,r4:,' , # 1// £ E . Y _ `„� \ •~ \ \\.. O W
t .. 21.0 I \ cls- 8'w �``\� _
% 1c� n
'�a
co
I l / / / 1 X e \ l' i V x ;'}l �r ~~Y'~✓` .1- '� '� _` -'.`' -j „y„� » V- i /`4"`. j �n / `3s J f j S °�," `\ 8'' \`• \ / \.." Z 'z-. f/]
( l - • ! ; I 1 , j. +' ', :l .. ,,,.. -•-f -A zz' -, 9 t,2._. - C _. -- - - _ `S' .-tr'' c,"7 t„�°'a j''' !` '` ,�? e �' `' O U
J 11.25 ter. j ` \ J ;✓ / O Q'i
NOTE: _
( �% ",`` / ; , ;// 4t s _+ s' - - stop `
/ '\ rJ �`, J �� CrG''£''^\ -5 Conch U? i �' "4 I rl \ /rr. 1 Cp', m
LOTS 24-28 CAN BE ISSUED A
/� • / /{ �' ✓ \> i - ISICinC{ (.� a Cl7 ° r�
BUILDING PERMIT ONLY AFTER " . a • ` \ j
,...,--�j�•\ .'i � � �,�
i
THE SEDIMENT TRAP IS REMOVED j \ ,�-' \ \ ,� �' -- :toy
AND AREA IS STABILIZED. \ "✓ ~rte~,c: '- j \ ,8i9 —- - _crag` / - ,. ;.'G� �,° -�- i �'' o
J / S ` ` — , ! - a J am~\
PCI
f' • / I. / / / / `,,..,,,;�'� :r ; \ \ ' tx ` \ / -n ° �' a ^"\ jz, ``,� er- \ ''� �k.h^ .,'•'. `? v.,'\1, Qti' �-" ..-Yy - '"• Jia . , . ` / I, S
Island (1r/V�^p, :
Z`7 1 .Lu
m
° 0
/ / ' % m ril l' • 5 r / GJ 'tyt i fZ z t i;, �,Jt J` C \v ice'/ ` Z
Y' / I l t ~.✓'" sy... *, C5.. \ 1 i.f I P,. (.• Sf' i (' +CN i.l
I Q t^ a ( l' i �Cr ` C� O W) co
Cn
U i\ ' - e," _ -."''. ';' fir_ - a.- �// DC fjJ 1 \ \ j JI ( \\ ° 61,' .M•-, cr.) .�, W
j° . \�� rrtx: y g , Lft7i 8'S $„ 1 Al In 5ta. 11 171.2 ;� f. \ \ , r�r d. J _ \ CO co ch Ln
02
�22-6',�B ' JO .. c, 5 F'7 iZ2ie 8"S iia. 13 4 73 4 Al \ A \ \ \ \
Alley 11+QO ____ j j` o
• / W '` � `� o �� ,�. o
jj-12 ri iJ3 - SIZ��I 1 j/ 'y az
\` *p''. - \ `\ ` �i, ' t`a a\ i -','' � .r^"'. v / / c,C,-.2..�. . � ° \is, -�''v3. .`�';+-yd*Jj, , C'z lMC \1 �I� \, � ,,,,,,a'te",. \,.,• i"' '\; �[.�/'}'.„i} \� I=zrAlI '\P ' � tl 6C{��y i+yI i,^/_ "•- f� kC7} i _ �iJ \\'� � 1j I i `�J -_...,._-.-�,._ --'_-/�"j� _._ .., \- . -7� `� , ✓i L\\,�,.�tl ' j G�' rraPJ �#•,°”, 3 •/ T r`.'�``l yi .\;^`,,y,��'j. yy \j\� y `° �',� aI,^? Je\-q„,c-» \ .\ `\\,i y`'�°`'\"`*'”. '' d. a• / \
\\ i
\ j
O Q
�rn
... g 94
J \
LLI
59 J Sf i
20 x8'x12H' 1 ! \ _. _ — . , j ,' . Spy ,�`�\\, Cf)
t r,J. / \ t _ T''c \ , r f?, + 1 i�:�li3P i �Z f v \•....'' ' / OqV0 PERGOLA �I
:ate
/ i �� / ` \ % ? , j \ \ // a. • a. U)U U U
`� cis �0� ACTII�E \\ _ Qom,- \ �y
' ,`/ j \' ' e ', , �° i• #3 \,-� (\ rs i t' j\ ' �%/ ` G; \.. • I' i:.n ,?.\ , r., �`'�'I^' j'.'S �. Y ` % t�`�6 w O O O
RECREATION
v v v
/ ' . , ✓ / �_ — •:a \ \ .' X is \ , t s1 ; \'
/ / ✓ / 1 \ o \'.��� .� ARRA - 6,595 S 1 -- ? ,\p, `^.� "i "' /; Cx' `••. V]
LIMITS OF
_ :�a �, �� ;, r\ DISTURBANCE Z
_ - ... _
! / , \ _.._ • ���� "`�;,�,a' fit, + \.. ~```\ �-�
uj
vi
VIIP,' ,.
(} I
y C^\
\
/
\ F
)f
S i o
r �!'•
,
h
''i' 1
/
u
e
/Z t
/
S�
} R i
/ " V
Y
\ g /
J
n .
\ 8`'X8 T
/ !
CJ
ar
- \ '
f
l
_60
I
ti
J
\
v ,d� Be
�J
!
Ed T
t
slar
/
J
qq d
/
J'
',l •,. ,f `•% /'- :",\ , .. N1.
\ V.
� . „�` 'J, '''^ 'C k a � s \j `tea r� ?, L\ '^•�rr (y l e. `"°�. \ ..
'\/ \ � (FJ' '� �1 '.'> \ �-�t. tC� 4,C' '°� r�" J'r�3 / >C"•'�? � • / 4--�'�II
,/ %� '/ / � r i.�, �\ ��; ``y• \- \� V'� �, �:3 ' �} / 'i/ 1. — ---- Mm
/ •.:;'� ./,%' / / 4 ,` - '��g-'.:k'-;- j `y � \ �` g`°s ,� 8crld� / `\,, /c'' c�`•t'� o
�® % E�
/ x ( j,
,•� F; \ l V` v , V �^ vs ` �M, '�ia `'�! �. ' �1,✓ r I..I rl , } j/� ✓• ' _ i
~\ \ \ LIMITS OF A cans . ` A 6 > � ``' // A \-6'x4'Grate t W O
' 4•,�,, I j (i. ' \ i�� � 1 1�'� j\� �""`"-- # J l �(�°' {� '\,. 1' ad / �r�% is r%�t.G�' ' I \ ' �
DISTURBANCE.,
\e JY Q O r�—� w
E&SC LEGENDCONSTRUCTION
r j L -`\ , G j Island i \\\ \ c� ' I (Typical)
/. ,'• j' ;%'' \\ r / ` ;t�\ t,', " f, � V'`\ i t� }
3.02 CE :..`y \. ` ' ` ( / .. �%f ``. \ /" mak, t,,*�;jf •\; ,=u S:"1 Y�Y{ ter
❑ ENTRANCE O 1 i I i (,.r �'7 W
/ '\ E � \` ` �� z,' � �Q^ Easement
3.05 SILT FENCE SF �=
DDD
STO
;®R DRAT NET
07
PROTECTION F3.
a .
} ?:i •,A�,x ° 1
3.09 Al
DIVERSION DIKE DD \ - — __ _ _ f • y \�'- ' . �, 1rT�I o
TEMPORARY RIGHT-OF-WAYi ! 1 �' \ ` '� j \ \' o -> f '®�ljR r� O ( 9. S( �v0`
3.11 DIVERSION RWD (-- \ ' `j ''� /�'\ J/'� ° / _ �--�
3.18 OUTLET PROTECTION pP ® '\ j' \�`.\ \`\ �d, /' ,' / F-
\ a W
3.32 TEMPORARY SEEDING Pocket Pari
❑ OO
a a
a e '
I1 j
/ DOM. PROJECT N0:13.0018DD
.32 PERMENENT SEEDING .
SF INDEX TITLE.
SF
[3.3]5 MULCHING MU i" ' A'.own S a.ce ' °' ' °
(� 3,26 Sf. '� ,� .:a° a 20 0/ 20 i X40 60
ES4
3.39 DUST CONTROL DC ---� _ __ — — / / /
❑ O 0 j
/ �rX.
/ j e j J `' a� gA 'Cz�� Sid I:. r, d;r e o SCALE:/1" = 20'
/
C) / ! / SHEET NO: 4 OF 8
3.13 SEDIMENT TRAP ST ``. ( / __ ,.,------� •'a. � � • a.. � ° � ��' oe ' „' �
\ \ 1
_ _ DATE. Q$�13�13
NOTE:
ENTRANCE WILL BE BUILT TO
COMPLETION ONLY AFTER
POSITIVE DRAINAGE FROM THE
DIVERSION DIKE TO THE SILT
TRAP NO LONGER REQUIRED BY
THE COUNTY E&S INSPECTOR.
CON/ TR A TOR HAS ;OPTION TO,U St\BLOCK
/
- 1 / C6j FOR 5TO�KPI,LE P`URP`OSES, SUMC\TTO
APPROVAL BY CQN\TY t -&S \INSPE'CTOR:tw
Pesidue of
582 \Evil—
- _ 3, 813 Acres
i
�1 I P \Sj IJ_
/ 1 _j-
8"VV' 8 8 ,W 8"W G
%' / � , w % \ � r ry `\\ pf_r Park Ln' s"Iy
, a € •i ate Stir _� 8„ ;; j jh \\
_-- 8 __- ' = "c"SE •, LIMITS OF w� -�
/ 8- 8X8 TScV f`� ,n -, I z eent. rn \
w 1 ; rP' - .--•---_ __ _ ,�� DISTURBANCE • -°� 8." j.'� \ / o
`' \ '\ M F. MYERS
/ %' / % / _,r / ;n, / �= _ . __-• --'-- 22.5° ersd 1 � Jj(t �— �- Entrr (1p)\
Li . No. 33028
,� -'' ■�■ \ I i',r' ��•++ r$iU�lCliai� t� 8 „%,°' 'rll�"✓••Y....,,..: O` ."-". \ \ \ , r� 'Q�i
mown i °,. Pr y 1i w. a L,.....:_ $; ,, e..G . - +•.•.,.,.: • c amj ''V O \ \ j /' // / / /
'/' �' ,/ ✓ 1�..,..-•._r- C '
MOWN / r i\ ���X a '1���I rc-)(:' '`sa' ,�---.....•-•,.•.`.. r.,: ...,.a. • \""' r�M1 ``,- lY \,, .; \ \ j \ \ / j �: `O ! ri �/`� / �•?'W
j i �n X,► X •► X b I I ' i , 'r a�..5'
.:
NAL
_ f — ` ``\.,� 8 /?7 tea..., � \ \ \ `'••: . �, ,,,,,,� \ "; - / l C � A
\
, v
............
944 i / C r \ •.•_, `�`` C•. \ \.�.y
iop DDS 94 ' . A t f�`i\ I ,a \ \,\. \ \ \\-4 / I. ° ci co
9 DA ST -1 ; ` :�.► 8 `\ \� A
,,e r,
AC. k I -12 w %
Q
,-RWD ,:: 7�l o
O e Space D '�1 � } � j �� f� � `~; ' /i \ CE o `�. �` ` Y
.�%3Y t.3 rs 7`�, rr a Ci (.$.% t V� dJ a`J i✓ •�,r4:,' , # 1// £ E . Y _ `„� \ •~ \ \\.. O W
t .. 21.0 I \ cls- 8'w �``\� _
% 1c� n
'�a
co
I l / / / 1 X e \ l' i V x ;'}l �r ~~Y'~✓` .1- '� '� _` -'.`' -j „y„� » V- i /`4"`. j �n / `3s J f j S °�," `\ 8'' \`• \ / \.." Z 'z-. f/]
( l - • ! ; I 1 , j. +' ', :l .. ,,,.. -•-f -A zz' -, 9 t,2._. - C _. -- - - _ `S' .-tr'' c,"7 t„�°'a j''' !` '` ,�? e �' `' O U
J 11.25 ter. j ` \ J ;✓ / O Q'i
NOTE: _
( �% ",`` / ; , ;// 4t s _+ s' - - stop `
/ '\ rJ �`, J �� CrG''£''^\ -5 Conch U? i �' "4 I rl \ /rr. 1 Cp', m
LOTS 24-28 CAN BE ISSUED A
/� • / /{ �' ✓ \> i - ISICinC{ (.� a Cl7 ° r�
BUILDING PERMIT ONLY AFTER " . a • ` \ j
,...,--�j�•\ .'i � � �,�
i
THE SEDIMENT TRAP IS REMOVED j \ ,�-' \ \ ,� �' -- :toy
AND AREA IS STABILIZED. \ "✓ ~rte~,c: '- j \ ,8i9 —- - _crag` / - ,. ;.'G� �,° -�- i �'' o
J / S ` ` — , ! - a J am~\
PCI
f' • / I. / / / / `,,..,,,;�'� :r ; \ \ ' tx ` \ / -n ° �' a ^"\ jz, ``,� er- \ ''� �k.h^ .,'•'. `? v.,'\1, Qti' �-" ..-Yy - '"• Jia . , . ` / I, S
Island (1r/V�^p, :
Z`7 1 .Lu
m
° 0
/ / ' % m ril l' • 5 r / GJ 'tyt i fZ z t i;, �,Jt J` C \v ice'/ ` Z
Y' / I l t ~.✓'" sy... *, C5.. \ 1 i.f I P,. (.• Sf' i (' +CN i.l
I Q t^ a ( l' i �Cr ` C� O W) co
Cn
U i\ ' - e," _ -."''. ';' fir_ - a.- �// DC fjJ 1 \ \ j JI ( \\ ° 61,' .M•-, cr.) .�, W
j° . \�� rrtx: y g , Lft7i 8'S $„ 1 Al In 5ta. 11 171.2 ;� f. \ \ , r�r d. J _ \ CO co ch Ln
02
�22-6',�B ' JO .. c, 5 F'7 iZ2ie 8"S iia. 13 4 73 4 Al \ A \ \ \ \
Alley 11+QO ____ j j` o
• / W '` � `� o �� ,�. o
jj-12 ri iJ3 - SIZ��I 1 j/ 'y az
\` *p''. - \ `\ ` �i, ' t`a a\ i -','' � .r^"'. v / / c,C,-.2..�. . � ° \is, -�''v3. .`�';+-yd*Jj, , C'z lMC \1 �I� \, � ,,,,,,a'te",. \,.,• i"' '\; �[.�/'}'.„i} \� I=zrAlI '\P ' � tl 6C{��y i+yI i,^/_ "•- f� kC7} i _ �iJ \\'� � 1j I i `�J -_...,._-.-�,._ --'_-/�"j� _._ .., \- . -7� `� , ✓i L\\,�,.�tl ' j G�' rraPJ �#•,°”, 3 •/ T r`.'�``l yi .\;^`,,y,��'j. yy \j\� y `° �',� aI,^? Je\-q„,c-» \ .\ `\\,i y`'�°`'\"`*'”. '' d. a• / \
\\ i
\ j
O Q
�rn
... g 94
J \
LLI
59 J Sf i
20 x8'x12H' 1 ! \ _. _ — . , j ,' . Spy ,�`�\\, Cf)
t r,J. / \ t _ T''c \ , r f?, + 1 i�:�li3P i �Z f v \•....'' ' / OqV0 PERGOLA �I
:ate
/ i �� / ` \ % ? , j \ \ // a. • a. U)U U U
`� cis �0� ACTII�E \\ _ Qom,- \ �y
' ,`/ j \' ' e ', , �° i• #3 \,-� (\ rs i t' j\ ' �%/ ` G; \.. • I' i:.n ,?.\ , r., �`'�'I^' j'.'S �. Y ` % t�`�6 w O O O
RECREATION
v v v
/ ' . , ✓ / �_ — •:a \ \ .' X is \ , t s1 ; \'
/ / ✓ / 1 \ o \'.��� .� ARRA - 6,595 S 1 -- ? ,\p, `^.� "i "' /; Cx' `••. V]
LIMITS OF
_ :�a �, �� ;, r\ DISTURBANCE Z
_ - ... _
! / , \ _.._ • ���� "`�;,�,a' fit, + \.. ~```\ �-�
uj
vi
VIIP,' ,.
(} I
y C^\
\
/
\ F
)f
S i o
r �!'•
,
h
''i' 1
/
u
e
/Z t
/
S�
} R i
/ " V
Y
\ g /
J
n .
\ 8`'X8 T
/ !
CJ
ar
- \ '
f
l
_60
I
ti
J
\
v ,d� Be
�J
!
Ed T
t
slar
/
J
qq d
/
J'
',l •,. ,f `•% /'- :",\ , .. N1.
\ V.
� . „�` 'J, '''^ 'C k a � s \j `tea r� ?, L\ '^•�rr (y l e. `"°�. \ ..
'\/ \ � (FJ' '� �1 '.'> \ �-�t. tC� 4,C' '°� r�" J'r�3 / >C"•'�? � • / 4--�'�II
,/ %� '/ / � r i.�, �\ ��; ``y• \- \� V'� �, �:3 ' �} / 'i/ 1. — ---- Mm
/ •.:;'� ./,%' / / 4 ,` - '��g-'.:k'-;- j `y � \ �` g`°s ,� 8crld� / `\,, /c'' c�`•t'� o
�® % E�
/ x ( j,
,•� F; \ l V` v , V �^ vs ` �M, '�ia `'�! �. ' �1,✓ r I..I rl , } j/� ✓• ' _ i
~\ \ \ LIMITS OF A cans . ` A 6 > � ``' // A \-6'x4'Grate t W O
' 4•,�,, I j (i. ' \ i�� � 1 1�'� j\� �""`"-- # J l �(�°' {� '\,. 1' ad / �r�% is r%�t.G�' ' I \ ' �
DISTURBANCE.,
\e JY Q O r�—� w
E&SC LEGENDCONSTRUCTION
r j L -`\ , G j Island i \\\ \ c� ' I (Typical)
/. ,'• j' ;%'' \\ r / ` ;t�\ t,', " f, � V'`\ i t� }
3.02 CE :..`y \. ` ' ` ( / .. �%f ``. \ /" mak, t,,*�;jf •\; ,=u S:"1 Y�Y{ ter
❑ ENTRANCE O 1 i I i (,.r �'7 W
/ '\ E � \` ` �� z,' � �Q^ Easement
3.05 SILT FENCE SF �=
DDD
STO
;®R DRAT NET
07
PROTECTION F3.
a .
} ?:i •,A�,x ° 1
3.09 Al
DIVERSION DIKE DD \ - — __ _ _ f • y \�'- ' . �, 1rT�I o
TEMPORARY RIGHT-OF-WAYi ! 1 �' \ ` '� j \ \' o -> f '®�ljR r� O ( 9. S( �v0`
3.11 DIVERSION RWD (-- \ ' `j ''� /�'\ J/'� ° / _ �--�
3.18 OUTLET PROTECTION pP ® '\ j' \�`.\ \`\ �d, /' ,' / F-
\ a W
3.32 TEMPORARY SEEDING Pocket Pari
❑ OO
a a
a e '
I1 j
/ DOM. PROJECT N0:13.0018DD
.32 PERMENENT SEEDING .
SF INDEX TITLE.
SF
[3.3]5 MULCHING MU i" ' A'.own S a.ce ' °' ' °
(� 3,26 Sf. '� ,� .:a° a 20 0/ 20 i X40 60
ES4
3.39 DUST CONTROL DC ---� _ __ — — / / /
❑ O 0 j
/ �rX.
/ j e j J `' a� gA 'Cz�� Sid I:. r, d;r e o SCALE:/1" = 20'
/
C) / ! / SHEET NO: 4 OF 8
3.13 SEDIMENT TRAP ST ``. ( / __ ,.,------� •'a. � � • a.. � ° � ��' oe ' „' �
\ \ 1
_ _ DATE. Q$�13�13
GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS
I? _ -EIC E
70' Min 1. The plan approving authority must be notified one week prior to the pre -construction o N - -
conference, one week prior to the commencement of land disturbing a N N co
U a'
10% SETTLEMENT Stone 3 SM -2A Asphalt 1. Prior to any construction within any existing public right-of-way, including connection to any P ' g ctivity, and one week R
_ _Rn_M==_-'=== _= __'_=___==:_ _ p prior to the final inspection. m m
__==�
4 %A
V
E
0
EXISTING FOREBAY FOR/ 578
C) C.
SWM #2 00 C
LO
0
cr,
v
4 V) M CC)
U 0 t
C
A
A K Q)
0
Ae C
I CD C
A ,0
4 A
0-3
P69
j / \� \
A
0
A
X
5
EX. 80
170
/b
A-
Z X.
(0)
WV w
—596 FUTURE AREA/t EX MH x
FROM BLOCK t6:
w A= 0.92, Ac.
W-4 C= 0.80'
582
A
,MH
(�T—&
!�T 8 W 8"W
\4q ----------- 8
Zt,
7
4 N
X
Al
MI RS
u,
L No. 33028
EX 70:/,
'STR-
DA TO
A' 0.43 A
C.
X. C -S
A C= 0,85
NAL
/ I a 1 r r \\'Acres 4 A $ , \ \ \\
A I4
NAL
u
cres W. LO
e ign-
cr) co
C\Z
0.73 C= 0. 71
X.
ID
z
C) LLI
M
...... . . ... C=
00� z
0 C)
N,
s
top
�
x
1V4 Ac.
Ci- 0. 85
b
A
10.01
C13
CD
Fu-) F10 Cn
:A —_590-^- i"`` T -
CID cr) CQ LLJ
C
Acres
�47
A 4
DA ---:"2
CD C) C12
\N
c=O. 89
4 A 4
0 88 Ac -res
6 7-7
C) <
C/)
z
A &N, CD
C*0
C> C) C) Cn
ai
<
V"
Cit
co 10,
J �., •• , c / / 4 . a` � � •. \ \1_, d \, j' l i1\ O J . � �O' / � f ,�a"_\i '_ _ \ � W
•
. ...... FHA
A 1" Irrigation
V\
o
WIVI
Co
r.A
K 1" Coppe
rvi
)A
ce Line
Ile
,v X�,
—3
r.
C) >
C)
.>' :..,- -i , <- !; .,�- � � 0. 403 Acres
:z . ... .... .
V-
. .........
i I' \•'fir y1<<` 1 \ / \ \
A
A
C)
4
Q)
-4
4
4
0
E—
P34
A -
C:6
w
(D
A P34 P-4
4'
p
A
C)
4 w
w
4A
4
A A
.,A
4
4 . 7 DOM. PROJECT NO:13.0018
A INDEX TITLE:
A. -
A', A 4
A.
20 40 60
......... . E S 6
20
4 A
txz
SCALE:/1" 20'
SHEET NO: 6 OF 8
4
"A
A
DATE: 08/13/13
4 .
STORM WATER MANAGEMENT NOTE:
THE PREVIOUSLY APPROVED HOLLYMEAD TOWNCENTER REGIONAL POND "SWM #2" HAS
BEEN DESIGNED TO PROVIDE DETENTION AND STORMWATER QUALITY TREATMENT FOR THIS
SITE. THIS SITE IS REFERED TO IN THE HYDROLOGIC/HYDRAULIC CALCULATIONS AS
"HTC - HURT FUTURE 2" AND USES A DESIGN GROUND COVER COEFICEINT (c) OF 0.85.
REFER TO SHEETS FROM THE APPROVED SWM #2 AND DRAINAGE AREA MAPS ON THIS
SHEET. THE OUTFALL PIPES HAVE BEEN SHOWN TO BE ADEQUATE. REFER TO THE
LD -209 WORKSHEET ON THIS SHEET.
APPROVED HYDROLOGIC/HYDRAULIC CALCULATIONS
FORME.M STORM WATER MANAGEFACILITY2
..............---
NOT TO SCALE
HYDROLOGIC/HYDRAULIC CALCULATIONS
FOR
HOLLYMEAD TOWNCENTER
STORM WATER MANAGEMENT FACILITY 2
August 29, 2003
Rev: December 11, 2003
Rev: May 13, 2004
Rev: June 4, 2004
Rev: September 2, 2004
Rev: September 22, 2006
LOCATION:
Tax Map 36 Parcels 46
Albemarle County, Virginia
PREPARED BY:
Dominion Development Resources, LLC
172 S. Pantops Drive
Charlottesville, VA 22911
P: 434.979.8121
F: 434.979.1681
N
Summary:
2
Pre -Development:
Pre-Dev
Flood Hydrographs:
3-8
Post -Development:
Analysis
Flood Hydrographs:
9-18
Routed Hydrographs:
19-24
Combined Hydrographs:
25-28
Outlet Structures:
29-33
Reservoir:
34
NOTE: DA Maps & Land Use Maps are at the end of this report.
Run-off Summary
Point of
Pre-Dev
Pre-Dev
Pre-Dev
Post -
Post-Dev
Post-Dev
Analysis
DA
2 -Year
10 -Year
Dev
2 -Year
10 -Year
Velocity Flow time
Cross
Point
No.
DA
Coef AC
Time
1
A
59.25
86.21
U & V
36.29
51.11
LD -229 Storm Drain Design Computations
;..
Route: Laurel Park Ln. / Timberwood . Proi: Hollymead Towncenter Block C4
County: Albemarle DiEXlct:
DescriDtion: Pipe Calculations
From
To Point
Catch
Runoff Inc
i
Accum Tot
Incr
Tot
Tot Up
Dn
lPipe Inv
Pipe
Junct
Pipe
Velocity Flow time
Cross
Point
No.
A
Coef AC
Time
AC Tc
Coeff
Int
Flow Inv
Inv
Len
S
Dim
Type
Cap
Inc
SI, Sw
SI, Sx
Dn
(ac)
(ac)
(min)
(min)
(C)
(in/hr)
(cfs) EI
EI
(ft)
(%)
(in)
(ft)
(cfs)
(ft/s) (min)
(fUft)
1
2
3
4
5
6 7
0.73
8
9
10
11
12
13 14
Curb
15
16 17
0.083
* Existing structures from Approved Timberwood Drive Road Plans & updated using information from approved as -built plan.
2
1A
0.17
5.0
5.19
0.89
** Flow of 12.17 cfs was added to EX -61 total flow from EX D8. Flow of 6.54 cfs was added to Exist. EX -62 from ST -1.
0.09
0.87
0.00
100
6.00
Curb
EXuctures in bold font denotes proposed EXuctures. All other EXuctures are existing.
....
0.083
0.030
3
2
0.49
5.0
5.19
0.77
1.96
0.00
1.91
0.05
97
12.00
Curb
0.030
....
0.083
0.020
4
3
0.40
5.0
5.19
0.80
EX -65
EX -64
0.32
0.85
0.27
0.99
6.0
6.54
6.51
590.68
586.92
177.86
2.1
15
9.4
8.3
0.4
EX -64
EX -63
0.13
0.90
0.12
1.11
6.4
6.44
7.13
584.21
581.721
78.40
3.2
15
11.6
10.1
0.1
EX -63
EX -62
0.35
0.80
0.28
1.39
6.5
6.41
8.89
580.35
579.73
43.19
1.4
18
12.4
7.7
0.1
EX -62
EX -61
0.02
0.65
0.01
1.40
6.6
6.38
15.47
578.63
578.11
25.15
2.1
24
32.8
10.3
0.0
EX -61
EX -60
0.04
0.90
0.04
1.44
6.6
6.38
27.89
575.49
573.59
85.99
2.2
24
33.6
11.5
0.1
EX -60
Outfall
0.11
0.90
0.10
1.54
6.7
6.35
28.49
572.92
563.06
85.35
11.6
24
77.1
21.5
0.1
ST -3
ST -2
0.40
0.80
0.32
0.32
5
6.81
2.18
589.98
585.19
34.39
13.9
15
24.1
6.4
0.1
ST -2
ST4A
0.49
0.77
0.381
0.70
5.1
6.78
4.75
584.99
583.56
68.79
2.1
15
9.4
7.7
0.6
ST4A
ST -1
0.17
0.89
0.15
0.85
5.7
6.61
5.62
583.36
581.51
26.13
7.1
15
17.2
12.5
ST -1
EX -62
0.20
0.73
0.15
0.99
5.7
6.61
6.54
581.31
579.03
24.33
9.4
15
19.8
14.4
0.1
EX -71
EX -70
0.25
0.90
0.23
0.23
5
6.81
1.57
600.30
599.72
57.10
1.0
15
6.5
4.3
0.3
EX -70
EX MH
0.43
0.90
0.39
0.62
5.3
6.72
4.17
599.74
594.50
142.14
3.7
15
12.4
9.1
0.2
EX MH
ST -5
0.92
0.80
0.74
1.36
5.5
6.67
9.04
594.30
588.43
81.13
7.2
15
17.3
10.2
0.2
ST -5
ST -4
0.37
0.82
0.30
1.66
5.7
6.61
10.98
588.23
585.19
57.74
5.3
15
14.8
13.3
0.2
ST -4
EX D8
0.06
0.71
0.05
1.70
5.9
6.56
11.19
584.99
583.57
45.36
3.1
15
11.4
10.6
0.2
EX D8
EX -61
0.19
0.85
0.16
1.87
6.1
6.51
12.17
583.57
578.01
110.66
5.0
15
14.5
13.2
0.2
2 ILD -229 DRAIN DESIGN--,
E S 7 f NOT TO SCALE
.ADEQUATE OUTFALL
Line
Inlet
Drng
Inlet
i
Runoff
Incr
Q
Q
Q
Inlet
Curb
Junct
Gutter
Grate
Cross
Cross
No.
ID
Area
Time
Inlet
Coeff
Q
Carry
Capt
Byp
Eff
Len
Type
Slope
Width
SI, Sw
SI, Sx
Dn
Travel
(ac)
(min)
(in/hr)
(C)
(cfs)
(cfs)
(cfs)
(cfs)
(%)
(ft)
(ft)
(f ift)
(ft)
(fUft)
(ft/ft)
1
1
0.20
5.0
5.19
0.73
0.76
0.00
0.76
0.00
100
8.00
Curb
0.023
....
0.083
0.020
2
1A
0.17
5.0
5.19
0.89
0.79
0.09
0.87
0.00
100
6.00
Curb
Sag
....
0.083
0.030
3
2
0.49
5.0
5.19
0.77
1.96
0.00
1.91
0.05
97
12.00
Curb
0.030
....
0.083
0.020
4
3
0.40
5.0
5.19
0.80
1.66
0.00
1.62
0.04
98
12.00
Curb
0.042
....
0.083
0.020
5
4
0.06
5.0
5.19
0.71
0.22
0.05
0.27
0.00
99
6.00
Curb
0.046
....
0.083
0.020
6
5
0.37
5.0
5.19
0.82
1.58
0.00
1.52
0.05
97
12.00
Curb
0.053
....
0.083
0.020
4 PROPOSED STORM INLET CALCULATIONS
�S'
Line
Inlet
DnStm
Drng
Runoff
Incr
Total
Inlet
i
Tiotal
Invert
Invert
Line
Line
Line
Capac
Vel
Pipe
No.
ID
Ln No
Area
Coeff
CxA
CxA
Time
Inlet
Rumoff
Dn
Up
Length
Slope
Size
Full
Dn
Travel
[RATIONAL HYDROGRAPH INFORMATION]
Cn
(:4
(ac)
(C)
U
=
(min)
(in/hr)
(cfs)
(ft)
(ft)
(ft)
(%)
(in)
(cfs)
(ft/s)
(min)
1
1
Outfall
0,20
0.73
0.15
0.99
5.0
6.70
6.43
579.03
581.31
24.33
9.37
15
19.77
14.38
0.08
2
1A
1
0.17
0.89
0.15
0.85
5.0
6.70
5.51
581.51
583.36
26.13
7.08
15
17.18
6.45
0.10
3
2
2
0.49
0.77
0.38
0.70
5.0
6.70
41.59
583.56
584.99
68.79
2.08
15
9.31
5.97
0.30
4
3
3
0.40
0.80
0.32
0.32
5.0
6.70
2.14
585.19
589.98
34.39
13.93
15
24.10
3.21
0.33
5
4
Ouffall
0.06
0.71
0.04
0.35
5.0
6.70
2.25
583.57
584.99
45.36
3.13
15
11.43
7.14
0.41
6
5
5
0.37
0.82
0.30
0.30
5.0
6.70
203
585.19
588.23
57.74
5.26
15
14.82
6.02
0.58
r5_*'
PROPOSED STORM DRAIN CALCULATIONS
111111�jsl
Storm Water Management Facility 2
Summary
Storm water management facility 2 will serve as a regional detention facility for portions of Hollymead
Town Center and the VDOT improvements to Airport Road. In addition the pond will provide water
quality for the rear portion of Hollymead Town Center, Regional Service Area C.
Drainage area 'A' is the pre -development drainage area for the point of analysis and has a total area of
73.0 acres. Drainage area'U' is the post -development drainage area that will be routed through storm
water management facility 2 and has a total area of 64 acres. Drainage area 'V' is the post -
development uncontained drainage from future developed areas that will not be routed through the
pond and consists of 16.6 acres.
The pond will have two separate outlet structures. The primary structure is designed to pass a majority
of the flow and the secondary structure will serve as an emergency spillway for the 100 yr. event. The
primary structure will consist of a 6' diameter concrete standpipe with a crest elevation of 559.00. The
primary structure will be equipped with two orifices. Both orifices will have a diameter of 8" and an
invert elevation of 556.00. The culvert for the primary outfall structure will consist of a 48" concrete pipe
that will be outfitted with a concrete cradle for its entire length.
The secondary emergency spillway structure will be a standard 4' manhole with a DI -3C top. The crest
of the opening for the inlet will have an elevation of 559.25 resulting in a top elevation of 560.25. The
culvert for the emergency spillway will consist of a 24" concrete pipe that will tie into the storm sewer
system for the future extension of Deerwood Village Drive.
The storm water facility will have a permanent pool water surface elevation of 556.00. During the 2yr
storm event the pond will achieve a water surface elevation of 558.09 and have an outflow of 4.45cfs.
During the 10yr storm event the pond will achieve a water surface elevation of 558.81 and have an
outflow of 5.29cfs. During the 1 00y storm event the pond will achieve a water surface elevation of
559.64 and have an outflow of 50.89cfs.
The combined flows for DAN and DA -U Routed are 36.29cfs for the 2yr event and 51.11 cfs for the
10yr event.
Rivanna Engineering & Surveying, PLC Page 2
(434) 984-1599
Storm Water Management Facility 2
Post -Development Peak Flow Flood Hydrograph Report
Name: DA -U Rational,
10yr
s
co
Type: Modified Rational
m
[HYDROGRAPH INFORMATION]
Peak Flow (QP)
._
=
208.63 (cfs)
Time to Peak (Tp)
aCO co
=
15.00 (min)
Time of Base (Tb)
O
=
37.50 (min)
volume
=
5.3899 (ac -ft)
Time Step
=
1.00 (min)
Flow Multiplier
=
1.00
[RATIONAL HYDROGRAPH INFORMATION]
Cn
(:4
OW
Flow Multiplier
U
=
1.00
Receding Limb Factor
U
=
1.50
[APPROXIMATE STORAGE]
z
Maximum Outflow
O
=
0.00 (cfs)
Maximum Storage
=
5.3899 (cu ft)
[BASIN INFORMATION]
[WEIGHTED WATERSHED
AREA]
----------------------------------------------------------------------
Description
Area
CN
Runoff Coef
----------------------------------------------------------------------
HTC - Hurt Future 1
10.5000
0
0.85
HTC - Hurt Future 2
10.8000
0
0.85
Church
4.3000
0
0.60
Post Office
12.0000
0
0.70
Airport Rd Improvements
2.7000
0
0.90
Future Commercial Area
4.7000
0
0.85
Pond Area
4.0000
0
0.50
Residential & Undeveloped
11.5200
0
0.35
New Church
3.4800
0
0.69
----------------------------------------------------------------------
overall Approximation
64.0000
NA
0.69
[TIME CONCENTRATION -- User Defined]
cn
Time of Concentration (Tc)
=
15.00 (min)
[RAINFALL DESCRIPTION]
Distribution Type
=
Synthetic
Total Precipitation
U
=
1.18 (in)
Return Period
=
User Defined (yr)
Storm Duration
=
0.25 (hr)
F
DESIGN INFORMATION AND STORM SEWER COMPUTATIONS
FROM APPROVED PLAN #2301 -HTC AREA C GRADING
ASINS 1 & 2.
Rivanna Engineering & Surveying, PLC
(434) 984-1599
Page 11
M
v
MIC F. MYERS
L' No. 33028
rd /
n;-
0
�s"'ONAL
M 00
A \ \
z
s
co
m
._
E
c0
co
aCO co
U13
Ln
"�
O
A
rn
o
Y
�E
ci
C
z
Cn
(:4
OW
0
U
O
w
�
A
�
M
v
MIC F. MYERS
L' No. 33028
rd /
n;-
0
�s"'ONAL
M 00
A \ \
INDEX TITLE:
ES7
SHEET NO: 8 OF 8
DATE: 08/13/13
z
un
co
m
c0
co
CO
U13
w
A
rn
o
Y
o
ci
_
z
Cn
(:4
O_
0
U
O
w
�
A
�
U
U
Cn
m
Z
z
H
O
i✓1
�
V3
E4
z
W
Q
w
C:)
Iii
r
O
U.1
�
w
CD
Q
DOM. PROJECT NO:13.0018
0
LU
U
U
U
z
o
cn
INDEX TITLE:
ES7
SHEET NO: 8 OF 8
DATE: 08/13/13
z
un
co
LU
c0
co
CO
U13
A
rn
o
in
ci
z
�-i
(:4
O_
0
J
H
O
i✓1
V3
E4
z
W
Q
w
C:)
Iii
O
U.1
�
w
Q
DOM. PROJECT NO:13.0018
U
U
U
U
U
U
�
INDEX TITLE:
ES7
SHEET NO: 8 OF 8
DATE: 08/13/13
E-4-{
O
E-4
til
in
z
�-i
(:4
O_
J
H
O
V3
E4
z
INDEX TITLE:
ES7
SHEET NO: 8 OF 8
DATE: 08/13/13
E-4-{
O
E-4
in
�-i
(:4
O_
H
O
E4
W
Q
w
C:)
w0
O
U.1
�
w
G7
DOM. PROJECT NO:13.0018
INDEX TITLE:
ES7
SHEET NO: 8 OF 8
DATE: 08/13/13