HomeMy WebLinkAboutSDP202000060 Plan - Submittal (First) 2020-08-253
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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
03200-00-00-041A2
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
25 SIDE 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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(END OF BERKMAR DR)
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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
RIGHT OF WAY
PERMANENT EASEMENT
PROPERTY LINE
Qxx
HORIZONTAL CONTROL POINT
BENCHMARK
•
SURVEY MARKER
�#
SOIL BORING
SANITARY SEWER AND MANHOLE
FM—
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
G GAS MAIN, VALVE, VENT AND METER
0HH
HANDHOLE
O
BURIED FIBER OPTIC CABLE AND MANHOLE
T-BUR MT —OT
BURIED PHONE CABLE, PEDESTAL AND MANHOLE
TV -BUR TVE
T BURIED TV CABLE, PEDESTAL AND MANHOLE
E
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
OVERHEAD WIRE, POLE AND GUY WIRE
LIGHT POLE
®
TRAFFIC SIGNAL
STREET NAME SIGN
SIGN (NON STREET NAME)
RAILROAD TRACKS
6"6"
Q
DECIDUOUS AND CONIFEROUS TREE
xV
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
xyy
WOVEN WIRE FENCE
m m it
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
Q t H 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
+/ H
STEAM
FILTER FABRIC
COMPACTED
SUB -GRADE
2" ASPHALT SURFACE COURSE
SUPERPAVE 8M 9.5A.
TACK COAT
3.5" ASPHALT BASE COURSE
SUPERPAVE BM 25.0.
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
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Line Post*
(INTERMEDIATE)
y 12" DIA f
16" DIA f
Brace Post
Chain Link Fence
Terminal Post
(END, CORNER OR PULL)
I
—.E BAR. CONNECT
'OSTS WITH BRACE
D W/CUP.
RUSS ROD
PULL. END OR CORNER & ADJACENT LINE POST
No Scale
NOT TO SCALE
SWING GATE FENCE DETAIL
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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T YPI CAL ORIENTATION OF T YPI CAL TREATMENT - I W
ROCK CHECK DAM /f)�' /�� �}/ //}�/ 11 /���y/ T�f } `] �I T TI���}� fFj%�� ���fT 1}�' Ir1% w O � C N
TEMPORARY 'YF Rl 1 l Y 2 DIVERSION I Lt R 1 Li 1• DIKE z V U
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TREATMENT - 1 (SOIL STABILIZATION BLANKET) W L
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2 ACRES OR LESS OF DRAINAGE AREA: (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA
Compacted Soil /
k SHALLOW
g• SLOPE ANCHOR SLOT
NOTE 5 16' minCA
. I
9'a APPROXIMATELY 200 STAPLES REQUIRED ,•—F]OpI
;11
FILTER CLOTH ONSHALL�Y SLOPES, STRIPS OF PER 100 SD. YDS. OF MATERIAL ROLL.
NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS &
(OPTIONAL) HE RE PLIED ACROSS l CHECK SLOTS TO BE BURIED 8" TO 12".
- S LOPE,
It MAX. 4:1 OR FLATTER
(DOWNSTREAM VIEW) A G' MAX. STEEPER TWri 4:1 �Z
JUNCTION SLOT .I �— 4.5' min. O
--� EOCE AND END JOINTS I I I I I I I I I I ~
VDOT 01 BERM CHECI[ SLOT � TO BE sNucLY A9UTTED � u
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COARSE AGGREGATE WHERE THERE IS A BERM AT THE (JUTE MESH WILL HAVE TOP OF THE SLOPE, I I
BRING THE MATERIAL OVER THE BERM AND ANCHOR IT TERMINAL FOLD STAPLED LAP JOINT IN I Z < )
LIEU OF EDGE JOINT)
BEHIND THE BERM. -� LAP JOINT 7 MIN. 1 1 I I I I
FLOW ~ 1 I TAMP FIRMLY (JUNLY) TE MESH OI 1 O
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STEEP ANCHOR SLOT 5' MAX. 4:1 OR FLATTER
SLOPE 3' MAX. STEEPER THAN ♦:1 I I k ! 1 I 1 0
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ON STEEP SLOPES, APPLY 6 TO 12" I I 1 ^ O
2-10 ACRES OF DRAINAGE AREA: PROTECTIVE COVERING PARALLEL L.L
TO THE DIRECTION OF FLOW I I I I I!
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- AND ANCHOR SECURELY.
�C1ECK SLAT I I I I I I
I 1 I I I
B" TAMP CHECK SLOT 1 1 TO f 1 1 I 1 1 I Z Q
- FIRMLY --` O af Z
3' Il iVAR. I A Q ~
FILTER CLOTH q"T 6 .9 Tn e' MIH. PLAN VIEW ; Q
(OPTIONAL) DRiNG w4ERIAL DOWN TO A LEVEL AREA BEFORE ` - >
TERMINATNG THE IN$FALLATION, TURN THE END STAPLING DIAGRAM
UNDER +' AND STAPLE AT 12" INTERVALS. (DOWNSTREAM VIEW:_ STAPLE FORMED FROM N0.11 STEEL W1RE. 'CHECK SLOTS A.7 MIN. af Z
50' C-C INTERVALS;
B' STAPLE WIN. LENGTH FOR SANDY SOIL, NOT REQ.'[) V11TH ALL �i O
YDOT 1 G STAPLE MIN. LENGTH FOR OTHER SOIL 'COMBINATION' BLANK ETS Q W
COARSE AGGREGATE DITCH FLOW = O
JUNCTION SLOT Q N U
_ TAuP TERMINAL FOLD O Q Q LL
_ IN DITCHES, APPLY PROTECTIVE COYEPoNG �. FIRMLY g TO I J
PARALLEL TO THE DIRECTION OF FLOW. IZ• TAMP FIRMLY
FLOW c� _ USE CHECK SLOTS AS R€OUIR€D. AVOID
j JOINING MATERIAL IN THE CENTER OF CQ
THE DITCH IF AT ALL POSSIBLE. O Q L
T C_ LL
3 CLASS I RIPRAP
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CONSTRUCTION OF A SILT FENCE
S T NJLJ CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT)
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o 1, SET THE STAKES- 2. EXCAVATE A 42'X 4" TRENCH z
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7T HIN, EXISTINci
FAVEMENT STAKES. U
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a rILTER CLOTH MOUNTABLE BERM f_ _
E" MIN, A (OPTTONALS
s SIDE ELE'VATI0N
f ��� ��� I 'ram � Jill ° U -
EXISTING GROUND - }
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/ I� 70' MIN. � fEtll1 r J r
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a B WASMRACK 17' .gy p,_. Ip � III _
COPTIONALS ;
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3, STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT zz
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a. _yEo-n IT INTO THE TRENCH. o
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COURSE AGGREGATE 9 i NT
TRAPPINGTO EDEVICE -L '� ''.. �. z Q co
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d MUST EXTEND FULL WIDTH r III) - III W Q ? LD Q
OF INGRESS AND EGRESS PLAN VIEW �� /� x N
OPERATION = ti h
12, MIN. i FLOW
M + -
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3• MIN. SHEET FLOW INSTAILLATION
N (PERSPECTIVE VIEW)
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RE[NFORCED CQNCRETE ` DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B,
co SECTION 6-B DRAINAGEWAY INSTALLATION SHEET
(FRONT ELEVATION)
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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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32-41D2 1 \\ \
MICROAIRE HOLDING 1
COMPANY LLC
(D.B. 5240, PG. 170) I \ ��' \\
ZONING: LIGHT INDUSTRY/
.0,\
CONTROL POINT
HYDRANT TOP NUT \
EL=616.83
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LEASE AREA
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CROWN COMMUNICATION INC
(D.B. 4151, PG. 310)
ZONING: RURAL AREAS I 1 I 1 / DEMOLISH
�/ / �� / / / 1 I I EXISTING SHED ► I I I I I I I I I I I / I I I \ \ I I
I I I I I I I f 1 1 \ \ \ I
CONTROL POINT 1 1 \ \ \ I I 1 \ \ \ 1 I \ \ \ \
NAIL I \ 1 I I I I \ \ \ \ \ \ \ \ \ I
EL = 608.53 I 1 1 I I I I \ \ I \ \ \ \
/ANTICIPATED VDOT GRADING \/I I I/ / / /II 1 I1\/ 1 I / /�1/ / I11IIii1J 1I �I�` 1IIIII % I I %\ I / �l\ //%llI/ �/ 11 II II�I 1 %1 \/I I%\ ///�1 I I� \l/%II 1 / l I�%I/\1//I /1I l \/ /iIl II1 11 1/ // �/ / /I i//\/ j\I/I1,II II I\/ll //l /\/ Il II/ II I / `�//,IjI II1 I1 I/ \ /j \l I`/ \ll lI I// 1 / I / //I1// / I / I/ IoI/I/ 1I' 1/ 1/ I 1/ ji I /l \I / / // 1/ // /I/ /I lI/o I 1 I 1 /� II /III j � I / / l / •/ I\1/ /I I /Ii I I/II /I /�/// / // //I // /II I/IlII/ I I /I1/1I /II /1 I/I 1 /I/ //I 1j / I/
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H1EASEMENT TP) x I STORAGE MANAGEMENT
II I / I �'
1 LLC
LC
(D.B. 1921, PG.423)
\ZONING: HIGHWAY COMMERCIAL
EXISTING
CELL TOWER l If
In m m co CONTROL POINT
I CONTROL POINT e.0 NAIL
ryNAIL EL=599.30
EL=625.58 32-41 A2
RIVANNA WATER AND SEWER
AUTHORITY
(D.B. 4912, PG. 328) "' CONTROL POINT
ZONING: RURAL AREAS NAIL
IfEL = 605.11
CONTROL POINT
NAIL CONTROL POINT
co
EL=626.20 NAIL CD EL=613.14
CLEAR & GRUBING LIMITS (TYP) IfAPPROX. AREA= 47,700 SF EXISTING WOODED AREA
MIX OF DECIDUOUS &
EVERGREEN TREES
4
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CONTROL POINT rnh NAIL .6
21.31EL= 6'm o co 6'omco ADDITIONAL GRUBBING REQUIRED ° `O o m.. OR h
ADDITIONAL GRUBBING REQUIREDFOR GRADING
REFOLIATE PER LANDSCAPE PLAN FOR GRADING
REFOLIATE PER LANDSCAPE PLAN32-41R
POST OFFICE LAND TRUST; ( 32-41 R
POST OFFICE LAND TRUST;
CHARLESSHIRLEY CHARLES WM HURT & SHIRLEY
FISHER TRUSTEES
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m I I \ \ \ / ZONING: PLANNED DEVELOPMENT /
/MIXED COMMERCIAL MIXED COMMERCIAL
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CONSTRUCTION SEQUENCE:
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1. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
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2. CLEAR & GRUB TREES.
\
3. INSTALL SILT FENCING PRIOR TO GRADING ACTIVITIES.
1 1 \
4. CONSTRUCT BASIN.
5. ROUGH GRADE DRIVE AREA TO SUB -GRADE, AND GRADE BUILDING PAD AREA TO
SUB -GRADE.
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6. CONSTRUCT PUMP STATION.
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7. ROUGH GRADE REMAINDER OF SITE.
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8. INSTALL CHAIN LINK FENCE.
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9. INSTALL PROPOSED UTILITIES.
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 I I I I I I
I \ I I \Ilk
\ \ \ \ \\ \ 1 I I I I I I I I I I I I I
\ \ \ \ I I I I I I I I I
\ \ \ I I
RESTORATION MAY BE COMPLETED CONCURRENTLY WITH ROUGH GRADING // / /— /'� 623 / j I I I I I I 1 II I I I I i I I zo o zo ao
ACTIVITIES.
/ scale to feet
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES PER VDOT _
SPECIFICATIONS. ALL DAMAGE TO SITE CAUSED BY SAID REMOVALS SHALL BE / / / / — — �' I ° � to
REPAIRED IN -KIND AND AT CONTRACTOR'S EXPENSE. I o r 0 m I I I I I I I I I I
O 8
EROSION CONTROL NOTE: / / / // I I I I I I I I O cD co�° 0 0 0 rn
CONTRACTOR SHALL FOLLOW VDOT EROSION CONTROL SPECIFICATIONS, �/ / 1 // / I I I I I I I I I I I I I `j' hDy
PROPOSED LANDSCAPING
ALBEMARLE COUNTY E & S CODES, AND THE VIRGINIA E & S CONTROL HANDBOOK AT ALL TIMES DURING CONSTRUCTION. SEE SHEET 9 FOR DETAILS
/ / / /' /
GENERAL NOTES: II I
/ / / /
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 CONTRACTOR SHALL SINSTALL ALL REQUIRED EROSION ONTROE ALL OPEN SPACE FOR STAGING SL PRACTICES PER 1 // / -- \ \ 11 +p
VDOT SPECIFICATIONS IN ALL ANY AREAS THAT REQUIRE ADDITIONAL GRADING
NOT SHOWN PRIOR TO USE. Y I / I I I ANTICIPATED FUTURE I I I I I \ \ I I
/ / I I I I I GROUND STORAGE I I I\ I I I I I I I \ \ \ I
TANK (TYP) \ \I I \ 1\ \ I\ I \\ \\ \ \ I
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BIO EITENTION BASIN \ \\ \ \ I
// // / / / / I I I I I I I I \ \ I
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I I I I I I I I I I I I I I I 1 1 I EASEMENT (TYP)
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EROSION CONTROL MAT TYP
INSTALL GRAVEL TRACKING DRIVE
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II II III I III l\I\ \\\\\\ \ OF EXISTING BERKMAR DR PAVEMENT
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130 LF GRAVEL BASIN // // // //
\ \ \ \ \ \ \ \ \ / / \ I I ► I I 1 I ACCESS DRIVE / / / /
\ \ \ \ \ \ \ 1 PROPOSED LANDSCAPING / I 1 I SEE SHEET 7 FOR , / / / / / / / / / / Sgp_ / / / /
SEE SHEET 9 FOR DETAILS / \ \ I I I I DETAILS / / / / / / / / / 1591
s \ \ \ \\ \, N N � / / \ \\ I i I i I II II I 1 I i / I ; I / / / / / / / / / ////
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INSTALL TEMPORARY GRAVEL WIDENING AREA/FOR
r o \ \ I SEMI ACCESS DURING CONSTRUCTION (b�oJ`�rn`sum `o
INSTALL PER GRAVEL TRACKING DRIVE SPECIFICATIONS / / I \ \ \ 1 \ `D °cpo co co o 0 0o M coo / / / I 1 / / / / /
I ADDITIONAL TEMPORARY GRADING WILL BE REQUIRED
/I III I1 I1 I FOR INSTALLATION_ - 2.51 SIDE SLOPES WILL BE
ALLOWED IN THIS TEMPORARY GRADING AREA /
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ANTICIPATED VDOT
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INSTALL FENCE ALONG FINAL CLEARING LIMITS
SEE SHEET 3 FOR FENCE DETAILS
i
PROPOSED CLEAR & GRUBBING LIMITS (TYP)
SEE SHEET 5 FOR CLEAR & GRUBBING DETAILS
-- FV-
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\\ DRAINAGE OFF DRIVE AND
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\ \ SEE SHEET 2 FOR DETAILS
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PROPOSED'
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1,450 SF
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20.00'
I \\ TOWARD BERKMAR DR \\ \ \ � \I \
\ \ \\ `� PROPOSED WATER MAIN (TYP) \ /
\ \ SEE SHEET 8 FOR DETAILS I //
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scale 5 feet
/ 1 /
/ I / BASIN ACCESS DRIVE NOTES:
1. CONTRACTOR TO GRADE 15WIDE 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 I
r \
64.83'
\ 130 LF 10' WIDE BASIN
\ GRAVEL ACCESS DRIVE
622 / I
\\ I PROPOSED LANDSCAPING
15.00' PROPOSED
SHEET 9 FOR DETAILS \ \ \ \ \ I \\ \\
PROPOSED 20' SWING GATE
SEE SHEET 3 FOR FENCE DETAILS
\ / I
615 \\ \ \ \\ \\ \\\ \\\ \\ \\ \N N ;
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EXISTING UTILITIES AT CELL
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\\ \\ I EASEMENT (TYP) \ \
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624 �62s
II PROPOSED 16" VALVE & 10' STUB FOR 2 I 6z2 2 \
FUTURE ROAD EXTENSION TO NE
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10 0 10 20
scale 5 feet
( / I
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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.
/ I ANTICIPATED FUTURE
I GROUND STORAGE TANK
k/
/ / 1
12 LF 24" D.I.P. WM PROPOSED 24" VALVE & 10' STUB
FOR CONNECTION TO FUTURE
WATER FACILITIES
10 LF 24" D.I.P. WM /
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Co / // 1 \ — \ \ \ \ \ 24" WM INTO PROPOSED
PUMP STATION04
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County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans \ \ I I 1 I \ \ \ 1 I I I I I I I
(Handbook, pp III-284-111-297 for complete specifications)
1. The following items shag be shown on the plan:
❑ Trees to be saved;
❑ Limits of clearing (outside dripline of trees to be saved);
❑ Location and of protective fencing; \ \ 1 I I I
El Grade changes requiring tree wells or walls; °
❑ Proposed trenching or tunneling beyond the limits of clearing. I c \ I I I \ \ \ \\ \\ \ \ \ \ I I I I I I I I I I I I
2. Markings: I \ 1\ I 1\ \ \\ \ \ \\ \ \\ \\ \ I I I I I I I I I I
Ilk
❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3 El Tree Pre -Construction ese anon and Conference:
protection measures shall be reviewed with the contractor on site.
P P
I I I I )' I I I 1 1 \ \ I I I I I I I I I I I
4. Equipment Operation and Storage: 20 0 20 40 / / - � � 3' I I I I I
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be
saved.scale 10 feet
5. Soil Erosion and Stormwater Detention Devices:I i o o Elto
I v I I I I I I I I I I I I Such devices shall not adversely affect trees to be saved. / // �'' N o mCOI I I I I I I I I I I I 1
6. Fires: // �' I I 10.0' (TYP) I I I I I to cc m i oo m o 0 0 o
El Fires are not permitted within 100 feet of the dripline of trees to be saved. / / I I I I I I I o O 01
i
7. Toxic Materials: I
El Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
-' / / / I I 20.0' UNDISTRUBED LANDSCAPE BUFFER T'
8. Protective Fencing: / - I / I I I I ( ) I 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 I 10.0' (TYP) X
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 TYPICAL
B
❑ 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
for approval. Y / / I / I I I I ANTICIPATED FUTURE I
11. Trenching and Tunneling: / / / / // I I // / / /I / ,I -� �� I I GROUND STORAGE 1 I\ I\ I\ II 1 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 / / / / 1 l l / / l V I I I I TANK (TYP) 1 I \ \ I \\ \ \ \ I
large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
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.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
/ / � ' / 1 I l I I I I I / / l r I ► I I I\ 1 1\ \ \ I I I I
EXISTING
CELL TOWER
OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
- / \ . y�II ooIII CID
IoGENERAL NOTES: 0) `�
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE
23ENTRANCE CORRIDOR SHALL BE ELIMINATED. 6 I0 I
ro
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE co
ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE ANTICIPATED VDOT GRADING II II II I II IIII II I1\ 1 I 1 II I I III I I II1I 1 IIIII
1II
II II II 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP)
HEIGHT; THE TOPPING OF TRESS IS PROHIBITED. I \ I EASEMENT (TYP) I
I I I I I - I I I
SHRUBS AND TRESS SHALL BE PRUNED MINIMALLY AND
ONLY TO SUPPORT THE OVERALL HEALTH OF THE ` I I \ ANTICIPATED VDOT �� / / / / �/ / 1 I / / I I 1 I / 0,I I I I I 1 I I I I I
PLANT. \ 1 I I I 1 \ RIGHT-OF-WAY
TREE CANOPY: \ I /
EXISTING TREE CANOPY 94% (1.54 AC)
PROPOSED TREE CANOPY 65% (1.00 AC)
PRE -CONSTRUCTION NOTES: \ I 11 \ 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) // / / / / / / ✓ / I I / / / I I I / I I I (0. I I I I I I I I I
1. TREE PROTECTION ZONES SHALL BE ESTABLISHED TO MINIMIZE -
SOIL COMPACTION, AND ROOT STEM & BRANCH DAMAGE I \ I / % - I / / / / / I / / I I / / / I I ( m I I I I I I
DURING CONSTRUCTION. \ \ I I IN ' / N
2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTLINED IN
CHAPTER 3.38 OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK TO DEFINE THE TREE PROTECTION ZONE ((
AND LIMIT ACCESS.
' 3. INSTALL TREE PROTECTION FENCING ALONG PROPOSED CHAIN I 6 / / / l l l y I I BIORETENTION l 1 I 1
LINK FENCE ALIGNMENT, FOLLOWING CLEARING & GRUBBING I I 1 622 3 2q 2S / / / / / / / / / / / / / / / I I I / o5
ACTIVITIES, AND ALONG INTERNAL CLEARING & GRUBBING / / \ / / / / / / / / l 1 I I BASIN
LIMITS. / / / / / / / / / / / / / / / APPROXIMATE
-4. PRIOR TO GRADING, TREE FENCING SHALL BE INSPECTED AND SIZE & LOCATION / I / 1
APPROVED BY A COUNTY INSPECTOR. I 1 I\ / r' l @ / If
.CONSTRUCTION NOTES:
1. TREE PROTECTION ZONES SHALL BE INSPECTED AND � �\ \ �' �\ /
MAINTAINED ON A DAILY BASIS. \ \ \ \ \ / / / I I / / / / /
• -2. NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALL �\ \ J i// D / ? I ° °' ^ o / / 1 1 / / / / / / / /
BE ALLOWED IN TREE PROTECTION ZONES.
3. GRADE CHANGES AROUND TREES SHALL BE AVOIDED. IF THE \ - 10.0' (TYP)
' GROUND LEVEL MUST BE RAISED OR LOWERED WITHIN THE
DRIPLINE OF A TREE, A CONSTRUCTION DETAIL FOR A TREE - - - - 3 5.0' (TYP)
WELL OR TREE WALL MUST BE SUBMITTED TO THE COUNTY FOR \ _ - - 624�
APPROVAL. \ 1 1 6 \ \\ \\ \ I
4. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY \\ 616
PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED / ' \� \ \ \ \ \ \ \ \ \ \ \ \ I ( �L
/ / / ', - ` / /
\ ) I I I I I I I x /
� BY A TREE SPECIALIST.\\ I I
�5. REMOVE AND REPLACE TREE PROTECTION FENCING WITH \ \ \ \ \ \ 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP)
PROPOSED CHAIN LINK FENCING, WHEN ABLE. PROPOSED \ \ \ 1 \ \\\ / / \ / \ \ I I I 1I It/ /100,CHAIN LINK FENCING SHALL SERVE AS FEE PROTECTION / FENCING OR REMAINDER OF PROJECT, FOLLOWING /
OF TREE PROTECTION FENCING.
591
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POST CONSTRUCTION NOTES: / 615- \ \ \ \ \ \ \ \\ N � I ^ / / / \ \ I I I I 1 1 1 \ 1 /
/ \ . I N
�1. REMAINING TREE PROTECTION FENCING SHALL BE REMOVED. \ \ rn N co I - o I / / \ I I \ \ \ / / 1 1 ' / / / / / N 0)
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