HomeMy WebLinkAboutSDP202000021 Letter of Revision 2022-10-19II
Application for
.L°"�
Letter of Revision - �n� h
❑ Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61
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This application nj y require additional review by the Fire Marshal. Fees in addition to those shown on this
applicatioa_may be required as required by. the Fire Prevention Code Fee Schedule. A copy of the schedule is
available from the Fire Marshal.
A completed•appGcadon and all supplemental documents should be submitted via the CommunitS Development Apply for Pane. Ifpaper is the only option,
then one copy of a completed application and all supplemental documents may be provided.
Final Site Plan Name and Number: W4 Development Site Plan # SDP202000021
Contact (who should we contact aboutthis project) Glenn Almand Milestone Construction
Street Address 345 West Hancock Ave, Suite 100
city. Athens state Georgia, zip code 30601
Phone Number 770-789-7798 Email galmand@milestone-gc.com
Owner of Record W-4 Propertes LLC
Street Address P.O. BW 42
City Bogart state Georgia zip Code 30622
Phone Number 612-207-6434 z Email Jory@alwwm;com
Applicant Glenn Almand, Milestone Construction LLC '
Street Address 345 West Hancock Ave; Suite 100
City Athens state Georgia Zip Code 30601
Phone Number 770-789-7798 Email galmand@milestone-gc.com
SUBMITTAL REQUIREMENTS:
❑ .The appropriate fee, r
D The site plan number that the change applies to,
-❑ A request letter describing the proposed changes from the owner or authorized agent,
❑ 4 copies of the plan that shows the proposed changes,
Changes must be shown on the sheet or sheets from the approved final site plan, or -on an I I"X17" copy of that portion of the approved
final site plan. -
Owner/Applicant Must Read and Sign
I hereby certify that the informatio vided on this application and accorhpanying information is accurate, true and correct to the best
of my Imo d an elie
October 18, 2022
Sit'llatu of Own , Agent _ Date s
Glenn F. Almand 770-789-7798
Print Name Daytime phone number of Signatory
FOR OFFICE USE'ONLY - LOR #
Fee Amount $ Date Paid By who? Receipt # Ck# By:
t.
Department of Community Development
401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 9724126
REVISED 8/15/2022 Page 1 of 1
P
MILESTONE
CONSTRUCTION
11 e
October 18, 2022
Kevin McCollum, AICP, CZO
Senior Planner I
Albemarle County, VA
RE: Letter of Revision I
4V-4 Carwash
2100 Rio Hill Center
Charlottesville, VA 22901
Please review the attakhad cover sheet and Sheet 5 Grading and Drainage Plan for this Letter of Revision I.
There is an existing guardrail around the community retention pond.
The design grades raise the elevation so that a portion-6 the guardrail would be buried unless it was relocated and
raised. i
The owner would prefer to remove the section that would be buried.
Also attached is an email confirmation from Deputy County Engineer Emily Cox' agreement that the guardrail could be
removed.
Sincerely,
Z
Milestone Construction
��r
Glenn Almand
rad
Senior Project Manger —
MILESTONE CONSTRUCTION, LLC
345 W. Hancock Ave.
Suite 100
Athens, GA 30601
CONSTRUCTION NOTES:
1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT,
READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE
FURNISHED AND INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE
OWNER OR HIS REPRESENTATIVE.
2. NOTIFY THE INSPECTOR OF THE LOCAL GOVERNING AUTHORITY 24 HOURS BEFORE EVERY
PHASE OF CONSTRUCTION.
3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ALL
NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS
EXPENSE, UNLESS ALREADY OBTAINED BY THE OWNER.
4. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL
UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING,
PAVING, AND ALL OTHER UTILITIES.
5. THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE
MAYBE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARE
THOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE
LIMITS OF WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
6. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THE
ENGINEER AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE.
7. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED
BY THE OWNER.
8. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND
THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL
EROSION.
9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE
ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED
TRADE PRACTICES.
10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALLTRENCH
CONSTRUCTION IN ACCORDANCE WITH OSHA GUIDELINES.
11. ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS
SPECIFICALLY NOTED.
12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES
WITH NO VISIBLE BENDS AT THE JOINTS.
13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM
REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL
BE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED
TO PROPERLY CONSTRUCT WORK.
14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR
ACCESS.
15. ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE.
16. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS,
GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION.
17. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON
PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP
SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS.
18. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH A
MAXIMUM SLUMP OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE.
19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH.
20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME
MATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL
CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS.
21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIES
LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEER
PRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND.
22. THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS
STRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT
SHALL BE RESTRAINED USING METHODS SPECIFIED IN SECTION 3.8 OF THE CITY'S
TECHNICAL STANDARD SPECIFICATIONS. THE PREFERRED METHOD OF RESTRAINT IS
THROUGH THE USE OF "MEGA -LUGS" OR "MJR" DEVICES.
23. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
WATERSHED NOTE:
THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH IS
NOT A WATER SUPPLY WATERSHED, HOWEVER THIS INFORMATION MUST BE NOTED ON
THE PLAN.
EARTHWORK SPECIFICATIONS:
CLEARING AND GRUBBING
• CLEARING AND GRUBBING SHALL CONSIST OF CLEARING THE SURFACE OF THE
GROUND OF THE DESIGNATED AREAS OF ALL TREES, LOGS, SNAGS, BRUSH,
UNDERGROWTH, HEAVY GROWTH OF GRASS, WEEDS, FENCE STRUCTURES, DEBRIS
AND RUBBISH OF ANY NATURE, NATURAL OBSTRUCTIONS SUCH AS OBJECTIONABLE
SOIL MATERIAL UNSATISFACTORY FOR FOUNDATIONS. IT SHALL ALSO CONSIST OF
GRUBBING OF STUMPS, ROOTS FOUNDATIONS AND DISPOSAL OF ALL SUCH
MATERIAL. ALL HOLES REMAINING AFTER THE GRUBBING OPERATION IN
EMBANKMENT AREAS AND IN EXCAVATION AREAS LESS THAN TWO (2) FEET IN
DEPTH, SHALL HAVE SIDES BROKEN DOWN AND LEVELED IF NECESSARY TO FLATTEN
OUT SLOPES, REFILLED WITH ACCEPTABLE MATERIAL THAT IS PROPERLY
COMPACTED IN LAYERS BY TAMPERS, ROLLERS OR CONSTRUCTION EQUIPMENT.
• BURNING ON SITE IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE LOCAL
GOVERNING AUTHORITIES HAVING JURISDICTION.
EXISTING TREES OUTSIDE OF GRADING LIMITS LINE:
• TREES AND VEGETATION TO BE SAVED SHALL BE PROTECTED FROM DAMAGE BY A
FENCE BARRICADE PRIOR TO, OR DURING, CLEARING OPERATIONS. TREES TO BE
REMOVED FROM THE AREA OUTSIDE THE LIMITS OF GRADING OR FROM
SPECIFICALLY DESIGNATED AREAS WITHIN THE CONSTRUCTION AREAS. IF, IN THE
OPINION OF THE ENGINEER, A CONTRACTOR DAMAGES A TREE NOT TO BE REMOVED,
THE CONTRACTOR WILL BE FINED A PREDETERMINED AMOUNT FOR EACH DAMAGED
TREE. THE CONTRACT SHALL ALSO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED
IN REMOVING THE DAMAGED TREE FROM THE SITE.
FILL:
• ALL VEGETATION SUCH AS ROOTS, BRUSH, HEAVY GROWTH OF GRASS, TOPSOIL,
ALL DECAYED VEGETABLE MATTER, RUBBISH, AND OTHER UNSUITABLE MATERIAL
WITHIN THE AREA UPON WHICH FILL IS TO BE PLACED SHALL BE STRIPPED OR BE
OTHERWISE REMOVED BEFORE THE FILL OPERATION IS STARTED. IN NO CASE
SHALL UNSUITABLE MATERIAL REMAIN IN OR UNDER THE FILL AREA. SLOPED
GROUND SURFACE STEEPER THAN ON VERTICAL TO FOUR HORIZONTAL, ON WHICH
FILL IS TO BE PLACED, SHALL BE PLACED, STEPPED OR BENCHED IN SUCH A MANNER
THAT THE FILL TO BE PLACED SHALL BE 97 PERCENT OF THE MAXIMUM LABORATORY
DRY DENSITY ACCORDING TO STANDARD PROCTOR (AASHTO T99, ASTM D-698).
MOISTURE CONTENT SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE
CONTENT. PROOF ROLL THE AREAS TO BE FILLED OR ON WHICH STRUCTURES ARE
TO BE PLACED. A LOADED DUMP TRUCK OR OTHER RUBBER TIRED EQUIPMENT
SHALL BE USED FOR PROOF ROLLING. OVERLAPPING PASSES OF A VEHICLES
SHOULD BE MADE ACROSS THE SITE IN ONE DIRECTION AND THEN PERPENDICULAR
TO THE ORIGINAL DIRECTION OF ROLLING.
• ANY YIELDING, PUMPING OR SOFT AREAS SHOULD BE CUT OUT AND REPLACED WITH
FILL COMPACTED AS DESCRIBED HEREIN.
• THE PROPOSED FILL SHOULD BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCE
WITH ASTM D-2487 AS GM, GC, SW, SM, SC, MIL AND CL. SOIL CLASSIFIED AS PT, OH,
OL, CH AND MH ARE NOT SATISFACTORY AS COMPACTED FILL.
• FILLS AND EMBANKMENTS SHALL BE CONSTRUCTED AT THE LACTATIONS AND TO
THE LINES AND GRADES INDICATED ON CONSTRUCTION PLANS. THE SLOPE SHALL
NOT EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (3 FOOT HORIZONTAL TO 1
FOOT VERTICAL IN THE PUBLIC RIGHT OF WAY). THE COMPLETED FILL SHALL
CORRESPOND TO THE SHAPE OF THE TYPICAL SECTIONS INDICATED ON THE
CONSTRUCTION PLANS. MATERIAL REMOVED FROM THE EXCAVATION SHALL BE
USED IN FORMING THE FILL. FILL MATERIAL SHALL BE REASONABLY FREE FROM
ROOTS, OTHER ORGANIC MATERIAL, TRASH AND STONES HAVING MAXIMUM
DIMENSIONS GREATER THAN 6INCHES (4 INCHES IN TRENCHES FOR UTILITIES). NO
FROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUM
DIMENSION OF 4 INCHES WILL NOT BE PERMITTED IN THE UPPER SIX INCHES OF FILL
OR EMBANKMENT OR UTILITY TRENCH. THE MATERIAL SHALL BE PLACED IN
SUCCESSIVE HORIZONTAL LAYERS NOT MORE THAN 8 INCHES THICK, UNLESS
OTHERWISE NOTED, IN LOOSE DEPTH FOR THE WIDTH OF THE CROSS-SECTION AND
SHALL BE COMPACTED TO AT LEAST 97 PERCENT OF THE MAXIMUM LABORATORY
DRY DENSITY ACCORDING TO STANDARD PROCTOR (ASTM D-698, AASHTO T-99).
MOISTURE SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE
TOP 12 INCHES OF THE PAVING, PARKING AND/OR ROADWAY SUB -GRADE SHALL BE
COMPACTED TO 97 PERCENT OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR).
EACH LIFT SHALL BE ROLLED WITH A VIBRATORY ROLLER, A SHEEPSFOOT ROLLER,
OR A LOADED RUBBER TIRED DUMP TRUCK, SCRAPER OR LOADER. IF THE SOIL IS
TOO DRY, A WATER TRUCK WITH SPREADER BAR OR SPRAY HOSE SHALL BE USED
TO BRING THE SOIL TO THE PROPER MOISTURE RANGE. THE WATER SHALL BE
THOROUGHLY AND PROPERLY MIXED WITH THE SOIL PRIOR TO COMPACTION.
• STORM DRAIN PIPES SHALL BE PLACED ON FIRM BOTTOM AND HAND TAMPED TO
SAFE UP THE PIPE. A CUSHION OF SOIL SHALL BE TAMPED ABOVE THE CROWN OF
THE PIPE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS
SO THAT THE HEAVIER COMPACTION EQUIPMENT CAN THEN BE USED TO BRING THE
SOIL TO A DENSITY AS DESCRIBED ABOVE FOR FILL AREAS.
• IF SOILS INVESTIGATION REPORT IS PROVIDED, THEN FOLLOW THE
RECOMMENDATIONS OF THE REPORT IF THEY EXCEED THE RECOMMENDATIONS OF
THESE SPECIFICATIONS.
TOPSOIL:
• UNLESS OTHERWISE SPECIFIED, AREAS DESIGNATED FOR GRADING OPERATIONS
THAT CONTAIN A BLANKET OF TOPSOIL SHALL BE STRIPPED AND PLACED IN
CONVENIENT STOCKPILES FOR LATER USE AS A TOPSOIL BLANKET ON THE NEW
GRADED AREAS SPECIFIED HEREIN, OR AS DESIGNATED. TOPSOIL SHALL BE
STRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE FILL. THE STRIPPING OF
MATERIAL FOR TOPSOIL SHALL BE CAREFULLY DETERMINED AND ONLY THE
QUANTITY REQUIRED SHALL BE STOCKPILED. MATERIAL STOCKPILED SHALL BE
STORED IN A SATISFACTORY MANNER TO AFFORD PROPER DRAINAGE. WHEN
GRADING OPERATIONS PERMIT, INSTEAD OF STOCKPILING, THE TOPSOIL SHALL BE
HAULED AND SPREAD DIRECTLY ON THE AREAS DESIGNATED TO RECEIVE TOPSOIL.
ROCK EXCAVATION:
• IF ROCK IS ENCOUNTERED, CLEAR AWAY EARTH TO EXPOSE MATERIAL. NOTIFY
OWNER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO EXCAVATION. REMOVE
ROCK TO A DEPTH OF 6 INCHES BELOW AND 8 INCHES ON EACH SIDE OF PIPES IN
TRENCHES. A MEASUREMENT OF EXTENT OF ROCK TO BE REMOVED SHALL BE MADE.
ROCK EXCAVATION SHALL BE PAID FOR IN ACCORDANCE WITH AGREEMENT WITH
THE OWNER.
SIGNATURE PANEL: DATE:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
SITE DEVELOPMENT
PLANS
FOR
W4 DEVELOP
CAR WASH
MENT
SITE PLAN NUMBER: SDP202000021
W4 DEVELOPMENT
PROJECT LOCATION
2100 RIO HILL CENTER
CHARLOTTESVILLE, ALBEMARLE COUNTY
VI RG I N IA 22901
TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO
FIELD CHANGE TO APPROVED SITE PLANS:
1. RECONFIGURE EXIT LANE AT TUNNEL ENTRANCE
2. WIDEN VAC SPACES TO 13' AND 15'
3. ADD ENCLOSED VAC PRODUCER BUILDING
4. ADJUST LOCATION OF CANOPY COLUMNS AT VAC SPACES
INITIAL SITE PLAN NUMBER: SDP201900052
VSMP PLAN # WP0201900067
RIO MAGISTERIAL DISTRICT
APRI L 15, 2021
44
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PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniell's Bridge Road
Building 200, Suite 3A
Athens, Georgia 30606
Contact: Greg DeBacker
Tel. (706) 548-1151
LOCATION MAP
SCALE: N.T.S.
OWNER:
W4 Properties Charlottesville, LLC
P.O. Box 42
Bogart, Georgia 30622
Contact: Justin Hendley
Tel. (404) 219-8331
ENGINEER:
Carter Engineering Consultants, Inc.
3651 Mars Hill Road - Suite 2000
Watkinsville, GA 30677
Contact: Jeff Carter, P.E.
jeff@carterengineering.net
Tel. 770-725-1200
SHEET INDEX
SHEET
NO.
DESCRIPTION
1
COVER SHEET
2
EXISTING CONDITIONS & DEMO PLAN
3
SITE PLAN
3.1
SITE PLAN CANOPY DETAIL
4
UTILITY PLAN
5
GRADING PLAN
6
PHASE 1 EROSION CONTROL PLAN
:7
r-MU.3 UNeeNTROL DETAILS
FILES
9
STANDARD DETAILS
9.1
STANDARD DETAILS
10
ADA ACCESS PLAN
11
ADA DETAILS
12
LANDSCAPE PLAN
13
LANDSCAPE DETAILS
14
EQUIPMENT SAMPLES
14.1
EQUIPMENT SAMPLES
E100B
OUTDOOR LIGHTING PLAN
LIGHTING CUT SHEETS
REVISION BLOCK
REV. NO.
DATE
DESCRIPTION
2
08/21/19
SITE DEVELOPMENT PLAN REVIEW
3
11/11/19
VSMP/WPO COMMENTS
4
12/16/19
ADDRESS COMMENTS
5
01/21/20
VSMP ADDRESS COMMENTS
6
01/30/20
ARCHITECTURAL ADDRESS COMMENTS
7
06/22/20
ADDRESS COMMENTS
8
01/06/21
ADDRESS COMMENTS
9
02/09/21
VSMP ADDRESS COMMENTS
10
03/10/21
FINAL SITE PLAN RESUBMITTAL
11
04/15/21
ADDRESS COMMENTS
12
09/28/21
CONTRACTOR BID DOCUMENTS
13
11/08/21
ADD PUBLIC ACCESS EASEMENT
14
3/16/22
FIELD CHANGE
Carter Engineering Consultants, Inc.
3651 Mars Hill Road
Suite 2000
Watkinsville, GA 30677
P:770-725-1200
F: 770-725-1204
www.carterengineering.net
�PLTH OF
C,
AMES J TER
O,
NAL
DATE:4.15.21
24-HOUR CONTACT:
Greg DeBacker (706) 548-1151
Project Tract = 1.05 acres
Disturbed area = 0.99 acres
Total Impervious Area = 0.66 acres
Project Site Location: Lat 38.087836' Long-78.471183'
RETAINING WALL "A"
WALL
LOCATION
STATION
TOP OF WALL
BOTTOM OF
HEIGHT
WALL
(FEET)
A-i
0+00
495.50
493.50
210
A-2
0+29
494.00
491.00
3.0
A-3
0+99
493.50
491.50
2.0
RETAINING WALL r'B"
WALL
LOCATION
STATION
TOP OF WALL
BOTTOM OF
HEIGHT
WALL
(FEET)
B-1
0+00
493.75
492.50
1.3
B-2
o+18
1 494.90
1 492.50
2.4
B-3
0+34
1 495.50
1 494.00
1.5
RETAINING WALL "C"
WALL
LOCATION
STATION
TOP OF WALL
BOTTOM OF
HEIGHT
WALL
(FEET)
C-1
0+00
491.00
490.00
1.0
C-2
o+18
491.00
489.00
2,0
C-3
0+40
491.00
489.00
2.0
C-4
o+65
491.00
490.25
0.8 71
BOTTOM OF WALL EQUALS
FINISHED GRADE
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492.311 I �lj 492 I ® \ II 492
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PROPOSED PROPOSED PIPE No. 4
- I I
GRATE INLET A-3 1 I
RIM: 491.00 ■ I 491.40 I A± 66 L.F. _ 1� HDPE I I/
® I I0 SLOPE =1.0% :r
491.50 \\ ® �I �� to PROPOSED -__-
PROPOSED PIPE No. 3 I I ( I I I I I II ■ 6-, 6® IC_ GRATE INL
91 LF.-18"0 HOPE I ® II/ RIM: 491.0
SLOPE =1.0%
PROPOSED I I I I I I A I I 1 'xw - - y I TR 491.24
GRATE INLET A-2 / I I I I I-_---�2j/ al` �-- ; a� 491.24 49(
RIM: 489.50 // / I I ( I I I O _----------`
RAISE TO 490.00 / / / / / / I I \ I I \ I ® I I 49BR 491.24
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/ / / / / % / / / // v ■ 490.50 490.75 I l\\ I BR 491.40
/ / / / !�7■ / / I \ / ■ I
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491.39 .dgy
EX INV. OUT WITH FLARED _ 1' is 3
/ / / / / 'Qt■ 0� • / 490.15 I / \ 1 j 2" CONDUIT
END SECTION-470.4' / / / / / 40 / \ J ■ I/ I II TR 491.90 TR 491.90 r------- _--- ____
TR 491.90 491.20 /
490.00
I r / ■ 491.20
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491.16 /I II II
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-f'a�-"' / / / r v I 491.50 \\ 4823� J.f, f .PROPOSED 491.25
l' ` f CURB INLET A-5 491.35
49o.s7 a91.so \ F.F.E. = 492 00 491.35 C-2 I
_Eii. SSMF� / \ � f RIM: 490.70 491.50 i�
TOP =.485.5'1 I ( ■ 491.50 \ �1 ■ RAISE F.L.TO 491.00 a'
_ _ \
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1- 30 BUILDING syETBACK ®
491
l ®®® 189 \ \ a ® 489 \h /
8 3:1 SLOPE4�5, -_�-- ®---e�1 �r488
---- __
EMENT 202100018610 (DEED BOOK 563EWAGE 647) 487.50 /
'4F
r ® TOP - 6.1 ■--
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i---- "
/_ _ ___
_ ____ _t______________.� _
PIPE No. 2
B® ®® _- - NF F-�3TF1r i85 - - -
________
{_y--- -� ----------- --
-
-- -- _-------- - a _----
®EX \
PROPOSED _
- - - ---
-�
487.31 _- - MANHOLE N ,
48-
45 L.F. - 18" 0 HDPE
_ 486.91 S2 26" I --- -�
/ 487.06 ---
IFOA� �
SLOPE=5.0% - _--
®
i//-------
------- I
PROPOSED JUNCTION BOX A-1
- i "`- --�B+r ---r ----------
/
--wr---wr-- wr---wT-
PROPOSED PIPE No. 1
8 LF. -18" 0 HDPE
BC=487.35 ®
BC=487.50
BC=487.75 ® i BR 487.00
SLOPE =5.0%
______
_
I
EXISTING STORM DROP INLET A-0. LEAVE
TR 487.50
EX DiF4 INLET
EXISTING STRUCTURE IN PLACE AND ADJUST taper to existing
-ILI 85
GRATED DROP INLET
TC=487.00 CROSS
SLOPE OF
ii TC=487.25
TOP F487.1'
RIM VERTICALLY TO MATCH FINISH GRADE. sidewalk
RIM=486.10
TOP=484.3'
-
t SIDEWALK
r
INV. OUT (15" RCP)=481.4'
EXISTING FL IN (SE) = 475.30
INS IN=475.8'
+a ®� MAX OF 2%
eoaa®
■ i
PROPOSED FL IN 1=480.26
PROPOSED GRATE INLET A-6
IN OUT=475.7'
U. S. ROU TE
f
29 (SBL)
®
® I
RIM = 486.5
PROPOSED PIPE No. 6
®
SEMINOLE
TRAIL f
6 L.F. - 18" 0 HDPE
SLOPE = 2.0%
EXISTING GRATED DROP INLET TO BE
;
(VARIABLE
WIDTH) ® I
REPLACED WITH A JUNCTION BOX
■
TOP=486.25
■
EXISTING FL IN (W)=475.80
■
PROPOSED FL IN (S) = 482.13
f
0
/
1
/ CONTRACTOR NOTE:
CONFIRM THE DEPTH OF THE EXISTING
WATER MAIN PRIOR TO LOWERING TO SEE
IF THE WATER MAIN CAN REMAIN IN PLACE.
TC=492.50
BACK OF
S/WIS
A
= 8'06'15"
49682
L
= 140.14'
CROSS
R
990.77'
SLOPE OF
=
SIDEWALK
C.
= 140.02'
MAXOF2%
. =
S59'24'42"E
I BR 491.001
it
Q
I
TC=490.00
Q
\
Q
BC=489.50
BACK OF
W
S/W IS
490.32
O
\�
/ CROSS
/ SLOPE OF
Q
SIDEWALK
\
MAX OF 2%
S
EX DROP INLET
TOP=488.2'
INV. IN=482.3'
INV. OUT=481.3'
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LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER: OWNER:
W4 Development W4 Properties Charlottesville, LLC
2500 Daniel's Bridge Road P.O. Box 42
Building 200, Suite 3A Bogart, Ga 30622
Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Handley
Phone: (706) 548-1151 Tel. (404) 219-8331
ENGINEER:
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
Contact: Jeff Carter, P.E.
Tel. (770) 725-1200
jeff@carterengineering.net
Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle
County, Virginia 22901
Tax Map and Parcel No.: 04500-00-00-093CO
Conditional Approval: SDP201900052, ZMA 1987 -00007 and
SDP 1988-00001
Zoning: PD-SC (Planned Development Shopping Center)
(Note: This parcel is subject to the following overlay districts: Airport Impact
Area, Entrance Corridor, and Managed Steep Slopes.)
Setbacks: Building: 30-feet min Parking: SO -feet min
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Maximum Building Height 65 Feet
Project Tract 1.05 acres
Disturbed Area 0.99 acres
Boundary and topographical Information obtained from field run survey by Hurt
& Proffitt dated April 30, 2019. Phone (434) 847-7796
Contour interval is 1 Feet (NAVD 88)
F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006
indicates that this property is located in "Zone X".
The underground utilities shown hereon have been located from field
information and existing drawings. The surveyor nor engineer warrants that the
underground utilities shown comprise all such utilities in the area, either in
service or abandoned. The surveyor nor engineer warrants that the underground
utilities shown are in the exact location indicated. The surveyor nor engineer has
physically located all the underground utilities.
It is the responsibility of the contractor to field locate all utilities prior to
commencing work and notify engineer if a discrepancy is found.
The contractor shall verify the invert elevations of all existing storm and sanitary
sewer structures prior to commencement of storm and sanitary sewer
construction.
UNDERGROUND UTILITIES DISCLAIMER
Information regarding the reputed presence, size, character and location of existing
underground utilities and structures related to underground utilities is shown
heron. There is no certainty of the accuracy of this information and it shall be
considered in that light by those using this drawing. The location and arrangement
of underground utilities and structures related to underground utilities shown
hereon may be inaccurate and utilities and structures related to underground
utilities not shown may be encountered. The owner, his employees, his consultants
and his contractors shall hereby distinctly understand that the surveyor is not
responsible for the correctness or sufficiency of this information regarding the
underground utilities and structures related to underground utilities shown hereon.
8�Know what's below
Call before you dig
dial 811
15.21
CARTER
ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc.
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.cartereagmeerrng.net
net
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PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEET TITLE:
GRADING AND
DRAINING PLAN
SHEET NUMBER:
5
PROJECT NUMBER:
19016W4D
DATE:
04/15/21
IMMIMM