HomeMy WebLinkAboutARB202000095 Plan - Submittal (First) 2020-10-053
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RIVA
AIRPORT
SITE DATA
OWNER:
RIVANNA WATER AND SEWER AUTHORITY
PROPERTY SIZE:
1.60 ACRES
PROPERTY ADDRESS:
N/A
PROPERTY INFO: TAX
MAP 32-041A2
DB 4912 PG 328
PARCEL ID
03200-00-00-041 A2
ZONING:
RURAL AREAS
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
MAGISTERIAL DISTRICT:
RIO DISTRICT
OVERLAY DISTRICTS:
ENTRANCE CORRIDOR - AIRPORT IMPACT
DISTRICT
WATER SHED:
POWELL CREEK
ENGINEER: SHORT ELLIOTT HENDRICKSON INC.
3535 VADNAIS CENTER DRIVE
ST PAUL, MN 55110
SURVEYOR: SHORT ELLIOTT HENDRICKSON INC.
3535 VADNAIS CENTER DRIVE
ST PAUL, MN 55110
DATUM:
HORIZ: NAD-83
VERT: NAD-88
MINIMUM SETBACK REQUIREMENTS:
75' FRONT SETBACK
25SIDE SETBACK
35' REAR SETBACK
HEIGHT OF PROPOSED STRUCTURES:
PROPOSED PUMP STATION: 18'
PROPOSED FOOTPRINTS:
PROPOSED FOOTPRINT: 1,450 SF (0.033 AC)
TOTAL SITE FOOTPRINT: 69,714 SF (1.60 AC)
OVERALL PROJECT LIMITS OF DISTURBANCE: 1.10 AC
PAVED PARKING\VEHICULAR CIRCULATION: 6,150 SF (0.14 AC)
PROPOSED PARKING SPACES: 4
EXISTING TREE CANOPY: 1.54 AC (96 %)
EXISTING TREE TYPE: MIX OF DECIDUOUS & EVERGREEN
PROPOSED TREE CANOPY: 0.51 ac (32%)
EXISTING TOPOGRAPHY PER SEH SURVEY DONE NOVEMBER 2019
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Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
NOTES & DETAILS - 1.
3
NOTES & DETAILS - 2
4
NOTES & DETAILS - 3
5
EXISTING CONDITIONS AND DEMOLITION PLAN
6
EROSION CONTROL
7
GRADING PLAN
8
UTILITY PLAN
9
LANDSCAPE PLAN
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EXISTING
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RIGHT OF WAY
PERMANENT EASEMENT
PROPERTY LINE
Qxx
HORIZONTAL CONTROL POINT
BENCHMARK
•
SURVEY MARKER
SOIL BORING
SANITARY SEWER AND MANHOLE
FORCE MAIN AND LIFT STATION
SANITARY SEWER SERVICE & CLEANOUT
WATER MAIN, HYDRANT, VALVE AND MANHOLE
— — — -
WATER SERVICE AND CURB STOP BOX
STORM SEWER, MANHOLE AND CATCH BASIN
..................
_ CULVERT AND APRON ENDWALL
G G
C GAS MAIN, VALVE, VENT AND METER
HH
0
HANDHOLE
BURIED FIBER OPTIC CABLE AND MANHOLE
T-BUR T-0'
BURIED PHONE CABLE, PEDESTAL AND MANHOLE
TV
TV -BUR ®v
TV
BURIED TV CABLE, PEDESTAL AND MANHOLE
E E
_
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
OVERHEAD WIRE, POLE AND GUY WIRE
LIGHT POLE
®
TRAFFIC SIGNAL
STREET NAME SIGN
QI
SIGN (NON STREET NAME)
I I I I I
I RAILROAD TRACKS
6"6"
0
DECIDUOUS AND CONIFEROUS TREE
xx'
BUSH / SHRUB AND STUMP
EDGE OF WOODED AREA
WET WETLAND
BUILDING
X
FENCE (UNIDENTIFIED)
BARBED WIRE FENCE
XC—
CHAIN LINK FENCE
XE
ELECTRIC WIRE FENCE
XWD
WOOD FENCE
xww--
WOVEN WIRE FENCE
m m A
PLATE BEAM GUARDRAIL
^ -
CABLE GUARDRAIL
op
POST/BOLLARD
RETAINING WALL
6+00
PROPOSED
l
STREET CENTERLINE
-
RIGHT-OF-WAY
PERMANENT EASEMENT
TEMPORARY EASEMENT
-----------------
CONSTRUCTION LIMITS
s
SANITARY SEWER, BULKHEAD AND MANHOLE
FM
FORCE MAIN
NCO
SANITARY SERVICE AND CLEANOUT
WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE
Ow t F 1 e
WATER VALVE MANHOLE, REDUCER, BEND AND CROSS
j� •
WATER SERVICE AND CURB STOP BOX
sT
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENDWALL
---<-----<----- <---
DRAIN TILE
DITCH / SWALE
RIPRAP
STREET NAME SIGN
_J_
SIGN (NON STREET NAME)
RETAINING WALL
MISCELLANEOUS PROPOSED
xww
WOVEN WIRE FENCE
XWD
WOOD FENCE
XE
ELECTRIC FENCE
XC
CHAIN LINK FENCE
BARBED WIRE FENCE
X
FENCE
GUARDRAIL
TV -DUCT
TV DUCT
TV CONDUIT
— TV -OH — TV -OH
OVERHEAD TV
T-DUCT
PHONE DUCT
PHONE CONDUIT
T-OH T-OH
PHONE OVERHEAD
OIL
OIL PIPELINE
G
NATURAL GAS MAIN
FO-DUCT
FIBER OPTIC DUCT
FO
FIBER OPTIC CONDUIT
1� H
STEAM
FILTER FABRIC
COMPACTED
SUB -GRADE
2" ASPHALT SURFACE COURSE
SUPERPAVE 8M 9.5A.
TACK COAT
J �r 3.5" ASPHALT BASE COURSE
SUPERPAVE BM 25.0.
8" AGGREGATE
i 'I I ' BASE COURSE
TYPICAL PARKING LOT
SECTION
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*IF ROCK IS ENCOUNTERED WHEN
SETTING LINE POSTS, DRILL HOLES
4 INCHES LARGER IN DIAMETER
THAN POSTS AND BACKFILL TO
GRADE WITH CLASS "B" CONCRETE
Line Post*
(INTERMEDIATE)
"` — 12" DIA f __.._.._._
�16"DIA—
Brace Post
Chain Link Fence
No Scale
SWING GATE FENCE DETAIL
NOT TO SCALE
Terminal Post
(END, CORNER OR PULL)
01
;'E BAR. CONNECT
'OSTS WITH BRACE
D W/CUP.
RUSS ROD
PULL. END OR CORNER & ADJACENT LINE POST
NOT TO SCALE
FENCE NOTES:
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN
POSITION.
2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL
HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS &
BACKFILL TO GRADE WITH CLASS "B" CONCRETE.
3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS.
4. TOP RAIL SHALL BE INSTALLED ON ALL FENCING & GATES.
5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE
ORDERING GATES.
6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL TERMINAL
POSTS AND FOR LINE POSTS.
7. THE TOP OF THE CONCRETE ANCHORAGE SHALL BE CROWNED
1 IN. ABOVE THE NATURAL GROUND.
8. BLACK POLY -COATED FENCING, SEE SPECIFICATIONS.
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ROCK CHECK DAM
2 ACRES OR LESS OF DRAINAGE AREA:
FIL
(01
(DOWNSTREAM VIEW)
VDOT ,41
COARSE AGGREGATE
FLOW
2-10 ACRES OF DRAINAGE AREA:
�n
FILTER CLOTH
(OPTIONAL) -
(DOWNSTREAM VIEW)
VDOT #1
C8.ne5n annnnnamn
1.L.1Aa3 I nlFMAP
STONE CONSTRUCTION ENTRANCE
G GROUND
TO' MAN.
A
'IL7ER CLOTHE E' MINI A
SIDE ELEVATION
70' MIN.
B UASHRACK
COPTIONALS
L VDOT 41 I I POSITIVE DRAINAGE
COURSE AGGREGATE D TO SEDIMENT
TRAPPING DEVICE
MUST EMT;NO FULL WIDTH
OOF PERATIONS AND EGRESS PLAN VIEW
12' MILL.
SECTION A —A
PELNF UIeA1Y 4W+4Fel t! iiKa.r+ �.r-rm.�
ExISTINE
PAVEMENT
5;1
NOUN?
(OPTIONAL)
SECTION 13-8
TYPICAL ORIENTATION OF
TREA TMENT - 9
(SOIL STABILIZATION BLANKET)
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ON SHALL 0§Y SLOPES, STRIPS OF
NETTING PROTECTIVE COVERINGS
MAY BE APPLIED ACROSS
THE SLOPE.
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II-11=11-11
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- III`-71=1[=IL�11�7�1--
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ON SLOPES, APPLY
PROTECTNE COVERING PARALLEL
TO THE DIRECTION OF FLOW
AND ANCHOR SECURELY.
BRING MATERIAL DOYEN TO A LEVEL AREA BEFORE
TERMINATING THE INSTALLATION, TURN THE ENC
UNDER 4^ AND STAPLE AT If INTERVALS.
'12'
IN DITCHES, APPLY PROTECTIVE COvERINIG
PARALLEL TO THE DIRECTION OF FLOW.
USE CHECK SLOTS AS R€OUIR€D. ALTJID
JOINNG MATERIAL IN THE CENTER OF
THE DITCH IF AT ALL POSSIBLE.
CONSTRUCTION OF A .WILT FENCE
(WITHOUT WIRE .SUPPORT)
I. SET THE STAKES- 2. EXCAVATE A 4"X 4' TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MASt.
f
FLOIf -
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVAMN)
TYPICAL TREATMENT - 1
(SOIL STABILIZATION BLANKET)
INSTALLATION CRITERIA
TAMP FIRMLY
AN(; HOR SLOT
AN04OR SLOT
NOTE5
APPROXIMATELY 200 STAPLES REQUIRED
PER 100 S0. YDS. OF MATERIAL ROLL.
ANCHOR SLOTS, JUNCTION SLOTS 6t
CHECK SLOTS TO BE UURIED T TO 12'.
1T MAX. 4:1 OR FLATTER
G' MAX. STEEPER TFUN ♦:1 `I I� JUNCTION SLOT
EOCE AND END JOINTS I I I I I I
TO BE SNUDLY ABUTTED
CHECk SLOT ^
(JUTE MESH WILL HAVE I I
TERMINAL FOLD STAPLED LAP JOINT IN
LIEU OF EDGE JOINT) I
I I I
— LAP JOINT T MIN. I
(JUTE MESH ONLY I 1
5' MAX. 4E1 OR H
3` MAX. STEEPER THAN
4N 4'1 I I I I
6" TO I:
Tr I
I i t I I I
T 1 I I I
TAM CHECK SLOT
FIRMLY -al.—
6 To t i
"CHECK SLOT
{ I I I
--� 1- TO 2' I I
1 1 1 11 1�.I,����
VAT VAR. I
G^ TO s' MIN. PLAN VIEW
STAPLING DIAGRAM
STAPLE FORMED FROM NO.11 STEEL WIRE, CHECK SLOTS A7 MIN.
B' STAPLE MIN. LENGTH NO FOR S4NDY SOIL. C—C INTERVALS;
�rNOT _REO.'D_W NTH ALL
LIUNCTION SLOT TAMP
�. FIRMLY g. To i T
t�
TERMINAL FOLD
r TAMP FIRMLY
r 2"
TEMPORARY DIVERSION DIKE
Compacted Soil
T
18" min.
1 —Flow
4.5' min. +{
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SITE DATA
EXISTING/PROPOSED ZONING: RURAL AREAS DISTRICT
MAGISTERIAL: RIO DISTRICT
EXISTING/PROPOSED USE: PUBLIC WATER FACILITY
WATERSHED: POWELL CREEK
OVERLAY DISTRICTS: ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT
BUILDING SQUARE FOOTAGE: PROPOSED WATER PUMP STATION - 1150SF
SETBACKS: 250' MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD
150' MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25' SIDE SETBACK
35' REAR SETBACK
FRONT SETBACK NOTE: FRONT SETBACK SHOWN IS 75' FROM EXISTING PROPERTY LINE
RUNNING ROUGHLY PARALLEL TO EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED
BUILDING IS ALSO SET BACK AT LEAST 75' FROM THE ANTICIPATED VDOT RIGHT-OF-WAY
FOR BERKMAR DR.
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I I I I III I IIII I ANTICIPATED VDOT
I I I I I I I I I I I I RIGHT-OF-WAY /
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II11111j1111111111 11 11 11 1 1 \\
j111�11j1111111111�11 II I \\
/////1111111111111 I I \
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/ 32-41 D2 \ 1
/ MICROAIRE HOLDING
COMPANY LLC \
(D.B. 5240, PG. 170)
ZONING: LIGHT INDUSTRY
\\`\ \ \� \ \� CONTROL POINT \�
�\ \ HYDRANT TOP NUTEL 616.83
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II 1 I I I I I I I I \\\ t
32-41A3I \ 1 I I \ \ \ \ \ DAVID P. TURNER & THE I I I I I I I
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I I \ I\ I \ \ \ \ \ \ MARKET PLACE OF VIRGINIA LC I I I I I I I
I I 11 \\ I \\ \\ \\ \\ \\ 1 (D.B. 4151, PG. 310) I I I I I
ZONING: RURAL AREAS
629-
I II I I 1 I I
20 0 20 40
N N I I I I I I I I I I I I I I 1 1 scale 1 o feet
C14r1l 1b �, a � I I I I I I I I I I I I I f
N o I I I I I I I I
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I I I I I I I I I
32-41A1
/ LEASE AREA
CROWN COMMUNICATION INC
1 / (D.B. 4151, PG. 310) 1 I
ZONING: RURAL AREAS 1 I DEMOLISH
CONTROL POINT 1 1 \I 1 1 I I \ \ \ 1 I \ \ \ \ I
NAIL 1 1 I I I 1 1 1\ \ \ \ \ \
/ / i / / / / / / 1 1 / • I / EL = 608.53 I I I \ \ \ I \ \ \ \
ANTICIPATED VDOT GRADING// I J
EASEMENT (TYP) / ' X 1 1 I I 1 1 / 1 I I I ' I\ \\ I STORAGE MANAGEMENT I LLC I
(D.B. 1921, PG.423) I
\ZONING: HIGHWAY COMMERCIAL I
I I 1 1 I 1 I \ \ 11 \ I I
EXISTING J l 1 I 1 J I 1 J l I I I I I \ \ I I I I I
CELL TOWER
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'Y1� � ho I I 1 11 CONTROL POINT
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CONTROL POINT / I N h J O \\ I I I 1 I 1 NAIL I I I
NAIL EL = 599.30 I I I
EL = 625.58 32-41A2 I I I I I I I I 1 I I I
RIVANNA WATER AND SEWER I I I I I 11 I I I I I I1 I I
AUTHORITY / / / 1 I I I I
(D.B. 4912, PG. 328) POINT
ZONING_ : RURAL AREAS / / / ! 1 1 NAIL I I I ! I I I
EL=605.11
I I 1
\ CONTROL POINTNAIL
/' I/ / I� i / / l j 11 ► 1 I
II EL = 626.20 —�// / // CONTROL POINT
AIL
i Iit
\ i // EL = 613.14
UP
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l / / // % / % % i !�, ^ I if
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I — I CLEAR & GRUBING LIMITS (TYP)
I 1 \\ APPROX. AREA= 47,700 SF / / / / / / / / / / ( / / / / // / / / EXISTING WOODED AREA J /
MIX OF DECIDUOUS &
EVERGREEN TREES
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co ° I / / I I I 1 \ I
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CONTROL POINT / I I I \ 1 \ I I / I / / / / /
NAIL /
s I I I I 1 I( EL=621.31 oti p� �9 '9 '� 'm `o `o rn� e� oow^ohv�/
/ corn coo coo con co co co co co o rn rn
\ 1 0 0 0 o rn
cc ADDITIONAL GRUBBING REQUIRED-------�/ // / // \ 1 I I I I 1 t
Q FOR GRADING / / / / / // // / / ADDITIONAL GRUBBING REQUIRED
REFOLIATE PER LANDSCAPE PLAN / / / / / / FOR GRADING
/ I REFOLIATE PER LANDSCAPE PLAN
32-41R / / I POST OFFICE LAND TRUST; / / / 1 \ I / / // /III 1 I I I I I / / / / / / 32-41 R
/ / / / / / / POST OFFICE LAND TRUST; /
CHARLES WM HURT &SHIRLEY CHARLES WM HURT & SHIRLEY /
I 1 / FISHER TRUSTEES FISHER TRUSTEES /
__/
(L I I 1 I 1 1\ \ \ \ \ // // // (D.B. 1661, PG. 116) i i �/� �i i ii'� /j j// '///////�--/ I / / (D.B. 1661, PG. 116)
CIOI I 1 1 \ \ \ I \ \\ �, / / /ZONING: PLANNED DEVELOPMENT ZONING: PLANNED DEVELOPMENT /
MIXED COMMERCIAL MIXED COMMERCIAL /
1\ \ \\ \ \ \ \ \ \ \ /
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CONSTRUCTION SEQUENCE:
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
2. CLEAR & GRUB TREES.
3. INSTALL SILT FENCING PRIOR TO GRADING ACTIVITIES.
4. CONSTRUCT BASIN.
5. ROUGH GRADE DRIVE AREA TO SUB -GRADE, AND GRADE BUILDING PAD AREA TO N \ \ I \ I I \ \ \ \ 1 \ 1 I I I I I I I I I I
SUB -GRADE. ° 1 \ 1 \ I \\ \ \ \ \ \ \ \ I I I I I I I I I I
6. CONSTRUCT PUMP STATION. I N
Ilk
7. ROUGH GRADE REMAINDER OF SITE. I I \ I I 1 \ \ \ \ \ 1 \ \ I I I I I I I I I I I I
8. INSTALL CHAIN LINK FENCE. I I 11 \ \ I \\\ \\ \\\ \\ \\ \ \1 \ \ 1 I II i i II i I ; i j I I
9. INSTALL PROPOSED UTILITIES. I I \ I \ \ \ \ I I I
10. INSTALL REQUIRED LANDSCAPING.
NOTE: BUILDING CONSTRUCTION, ROUGH GRADING, UTILITY INSTALLATION, CHAIN
LINK FENCE INSTALLATION AND LANDSCAPING MAY OCCUR CONCURRENTLY.
11. GRADE SITE TO FINAL ELEVATION AND RESTORE. FINAL GRADING AND �' // I _ —' J I I I I I I I I \ 1 \ \ I I I I I I I I I I I 20 0 20 40
RESTORATION MAY BE COMPLETED CONCURRENTLY WITH ROUGH GRADING
ACTIVITES. I I I I I I I I I I I I I I I I j l scale o feet
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES PER VDOT
SPECIFICATIONS. ALL DAMAGE TO SITE CAUSED BY SAID REMOVALS SHALL BE / // / /— _' �'' I I Co N° Co � I �, I I I I I I I I I I I
`o o0 0 ° ,r, I I I I I I
REPAIRED IN -KIND AND AT CONTRACTOR'S EXPENSE.
o o 0 o m I 1
EROSION CONTROL NOTE: // // /' I I I I I I o `0O co 00 o m (o my /
CONTRACTOR SHALL FOLLOW VDOT EROSION CONTROL SPECIFICATIONS, 1 // / PROPOSED LANDSCAPING I I I
ALBEMARLE COUNTY E & S CODES, AND THE VIRGINIA E & S CONTROL HANDBOOK AT / �' SEE SHEET 9 FOR DETAILS / / I I I I
ALL TIMES DURING CONSTRUCTION. / / �' I I I I I
�
GENERAL NOTES:
1. CONTRACTOR SHALL RESTORE BASIN AND OPEN SPACE DISTURBANCE PER
VDOT SPECIFICATIONS.
2. ALL DISTURBED OPEN SPACES SHALL BE RESTORED WITH EROSION CONTROL
MATTING PER VDOT SPECIFICATIONS.
3. CONTRACTOR MAY USE ALL OPEN SPACE FOR STAGING PURPOSES.
CONTRACTOR SHALL INSTALL ALL REQUIRED EROSION CONTROL PRACTICES PER
VDOT SPECIFICATIONS IN ALL ANY AREAS THAT REQUIRE ADDITIONAL GRADING i
NOT SHOWN PRIOR TO USE. / // / / I I / I I 1 I ANTICIPATED FUTURE I I I I I I I \
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EROSION CONTROL MAT (TYP)
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( I I I I 1 1 1 I I I\\ INSTALL GRAVEL TRACKING DRIVE
PER VDOT SPECIFICATIONS AT END
OF EXISTING ERKMAR DR PAVEMENT
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PROPOSED CHAIN LINK (TYP)
INSTALL FENCE ALONG FINAL CLEARING LIMITS
SEE SHEET 3 FOR FENCE DETAILS
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PROPOSED CLEAR & GRUBBING LIMITS (TYP)
SEE SHEET 5 FOR CLEAR & GRUBBING DETAILS
R20.00
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GRADE SWALE TO DIRECT
DRAINAGE OFF DRIVE AND
TOWARD BERKMAR DR
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PAINTED "NO PARKING" AREA
20 oo' � k I
42.33'
PROPOSED ASPHALT (TYP)
SEE SHEET 2 FOR DETAILS
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FF EL = 624.5
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20.00'
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/ BASIN ACCESS DRIVE NOTES:
/ 1. CONTRACTOR TO GRADE 15' WIDE AREA
AND INSTALL 10' GRAVEL DRIVE IN
CENTER OF GRADED AREA.
ANTICIPATED FUTURE / 2. INSTALL PER GRAVEL ACCESS DRIVE
GROUND STORAGE TANK , SPECIFICATIONS.
3. ANTICIPATED GRADING LIMITS FOR
DRIVE INSTALLATION IS SHOWN.
/ HOWEVER, ADDITIONAL GRADING MAY BE
REQUIRED WHEN EXTENDING DRIVE
ENTIRE DISTANCE TO BASIN.
4. IF ADDITIONAL GRADING IS REQUIRED,
CONTRACTOR TO INSTALL ANY
/ ADDITIONAL EROSION CONTROL
MEASURES PER VDOT SPECIFICATIONS.
/ 5. PROPOSED GRAVEL DRIVE SLOPE
SHOWN AT 15-16%±. EXISTING SLOPES IN
PROPOSED GENERATOR IN THIS AREA VARY FROM 14-20%±
COVERED ENCLOSURE / 1
130 LF 10' WIDE BASIN
C GRAVEL ACCESS DRIVE
I PROPOSED WATER MAIN (TYP)
SEE SHEET 8 FOR DETAILS \\
P' ROPOSED LANDSCAPING \ \\ \ \
—15.00' SEE SHEET 9 FOR DETAILS \ \ \\1 \
PROPOSED 20' SWING GATE
\ \ \ \ \ \ SEE SHEET 3 FOR FENCE DETAILS
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2ti ^ ��� s'� 6'
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ACCESS DRIVE TO END OF
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FUTURE ROAD EXTENSION TO NE
310± LF TO
BERKMAR DR/
LAUREL PARK LN
INTERSECTION
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10 LF 16" D.I.P. WM
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EXISTING
CELL TOWER
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CONNECT POWER TO
EXISTING UTILITIES AT CELL
TOWER SITE AS REQUIRED
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119 LF 16" D.I.P. WM
140 LF 24" D.I.P.
16" WM OUT FROM PROPOSED
PUMP STATION
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48 LF 16" D.I.P
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10 0 10 20
scale 5 feet
UTILITY CONSTRUCTION NOTES:
1. CONTRACTOR SHALL VERIFY
CONNECTION LOCATIONS TO EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2. ALL PIPES SHALL HAVE 3' MIN. COVER.
3. PROPOSED BUILDING ROOF DRAINS
SHALL DAYLIGHT ONTO GRADE.
4. CONTRACTOR SHALL OBTAIN ALL
REQUIRED CONSTRUCTION PERMITS
PRIOR TO CONSTRUCTION.
1
ANTICIPATED FUTURE
I GROUND STORAGE TANK
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II FOR CONNECTION TO FUTURE
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County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1 following
s shall be shown on the plan:
El Treesto be saved;
❑ Limits of clearing (outside dripline of trees to be saved);
❑ Location and type of protective fencing, N
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing. IC,
Ilk
2 ElAll tre s to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I II \1 1 \ \ I 1\ \ \ \ \\\ \\ \\ \\ \\ \\ \\ \\ I I I I I I I I 1 I I
❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. / /I
3. Pre -Construction Conference:
❑ Tree preservation and protection measures shall be reviewed with the contractor on site.
_ J I I I I ) I 1 I 1 1 \ \ I I I I I I I I I I
4. Equipment Operation and Storage: 20 0 20 40 / / /' 3' I I
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be f 62 I I I I I I I I I I I I I I I I I 1 I
saved. / / I �' / �' N scale 1 o feet
5. Soil Erosion and Stormwater Detention Devices: / -- -' I i
Elo Iro I I I i I I i I I i I I l
Such devices shall not adversely affect trees to be saved. / / / /' I I I I li o / ' a o
(P6. Fires: 10.0' coc01
'D 0 El Fires
0 o rn�
Fires are not permitted within 100 feet of the dripline of trees to be saved. / I I I I I rD coCC?rn 0, my /
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
'
8. Protective Fencing: I I 20.0' UNDISTRUBED LANDSCAPE BUFFER(TYP)
I I I I I
❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. / / / / / / \ I\ I I 10.0' (TYP)
9.Tree Wells: ' _---'/ RED PINE
❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted
for approval. /
10 Tree Walls: /
6'-7'-B&B
TYPICAL
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted // / / / I \ I I lII
for approval. / / / , / / I I , / I I I ANTICIPATED FUTURE I I I I I I I I I I \ \ I I
1t. Trenching and Tunneling: / / / / 1 I / / / / / ,I -� �� I I GROUND STORAGE 1 \ \ I\ 1 1 I I I 1\ \\ \\ \\ I
❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a
TANK(TYP)\ 1 I
large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. \ 1 I 1 \ \ I \ \ \ \ I
12. Cleanup:
❑ Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. X
NOTE: IT IS THE DEVELOPER'S RESPONSHIH ITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
EXISTING
/ CELL TOWER / / 1 I
OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
GENERAL NOTES:
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE
ENTRANCE CORRIDOR SHALL BE ELIMINATED. l6 23,�
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE I /'
ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE I /
HEIGHT; THE TOPPING OF TRESS IS PROHIBITED.
SHRUBS AND TRESS SHALL BE PRUNED MINIMALLY AND \ I I
ONLY TO SUPPORT THE OVERALL HEALTH OF THE I I
PLANT. \ I 1
TREE CANOPY: \
EXISTING TREE CANOPY 94% (1.54 AC) \ I
PROPOSED TREE CANOPY 65% (1.00 AC)
PRE -CONSTRUCTION NOTES: \\ I I
1. TREE PROTECTION ZONES SHALL BE ESTABLISHED TO MINIMIZE \ \ I \
SOIL COMPACTION, AND ROOT STEM & BRANCH DAMAGE \ \ I 1
DURING CONSTRUCTION.
2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTLINED IN \ \ I
CHAPTER 3.38 OF THE VIRGINIA EROSION AND SEDIMENT \ \
CONTROL HANDBOOK TO DEFINE THE TREE PROTECTION ZONE I I \
AND LIMIT ACCESS.
' 3. INSTALL TREE PROTECTION FENCING ALONG PROPOSED CHAIN
LINK FENCE ALIGNMENT, FOLLOWING CLEARING & GRUBBING
ACTIVITIES, AND ALONG INTERNAL CLEARING & GRUBBING
LIMITS. I
-4. PRIOR TO GRADING, TREE FENCING SHALL BE INSPECTED AND I I
APPROVED BY A COUNTY INSPECTOR.
.CONSTRUCTION NOTES:
1 I
1.
TREE PROTECTION ZONES SHALL BE INSPECTED AND
\ \ I
MAINTAINED ON A DAILY BASIS.
\ \
• 2.
NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALL
BE ALLOWED IN TREE PROTECTION ZONES.
3.
GRADE CHANGES AROUND TREES SHALL BE AVOIDED. IF THE
\\
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GROUND LEVEL MUST BE RAISED OR LOWERED WITHIN THE
DRIPLINE OF A TREE, A CONSTRUCTION DETAIL FOR A TREE
- -
WELL OR TREE WALL MUST BE SUBMITTED TO THE COUNTY FOR
\
APPROVAL.
_,
4.
DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY
PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED
'
BY A TREE SPECIALIST.
�5.
REMOVE AND REPLACE TREE PROTECTION FENCING WITH
y
PROPOSED CHAIN LINK FENCING, WHEN ABLE. PROPOSED
CHAIN LINK FENCING SHALL SERVE AS TREE PROTECTION
FENCING FOR REMAINDER OF PROJECT, FOLLOWING REMOVAL
OF TREE PROTECTION FENCING.
-POST CONSTRUCTION NOTES: /
J. REMAINING TREE PROTECTION FENCING SHALL BE REMOVED. /
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