HomeMy WebLinkAboutARB201900102 Plat - Submittal (First) 2019-09-10 (4)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
MAY BE 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 ALL TRENCH
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.
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, ML 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 6 INCHES (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.
SITE DEVELOPMENT
PLANS
FOR
W4 DEVELOP
CAR WASH
CLIENT
W4 DEVELOPMENT
PROJECT LOCATION
MENT
2100 RIO HILL CENTER
CHAR LOTTESVI LLE, ALBEMARLE COUNTY
VIRGINIA22901
TAX PARCEL I D # 04500-00-00-093CO
J U LY 051 2019
n,>dati4 hi.S v 0-6ec1�a'�R4. .1
4 a 09 5!/J
$4 +ti rT 'aB a3B1-ad-,Duk=pr 5rG
45-1y�.��' {S.E ! 45-1Y2 _
d5-117 45. Y6' a5112 ti¢ 0 1 e 458 1-07.-9U1 C®
4 ju..:43-9RAa 45 B8 45.112G07
• J.y '�6 d b ��0._9 1 o r0 o.
45-29A5 b Br d� 45-10°la kY.sd6 aM1 411 ys9lfil-0A4Ysh�gDKilld
< Aq-, Hmt b qSq' 45"97A 1�.
Q> n W ro
45
Hq 45 0 J4 ' - %19f BP:e 1
45-2 /a � > r 45c 9a--
4t.Ja 4.'I-44A
9�.Q'�jnp{NbbN d5 09" N 7 J
45-27 4I.,.// layC AJ >=$
i_
7 u
'C'M1. � 45-v4e
�/'Ji 4s1 R:I -A, SaOd-Qd'pIR• h4 �. wJC� N G
C'C 4i-fax '9A0485 A .Ci ;3` R0 4
n r
4; 4.1-+a2a .t 4s.1a `.- 'n S'
o.1G�.
6f124E3
3A 61-126 .° 51e
O
0 124E
.i 24Ef A
LOCATION MAP
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniell's Bridge Road
Building 200, Suite 3A
Athens, Georgia 30606
Contact: Greg De6acker
Tel. (706) 548-1151
SCALE: N.T.S.
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
4
UTILITY PLAN
5
GRADING PLAN
6
RH-A-SE 1 BI-O-SIO-N�C-O-N-TRO-L-RLA
7
-ROSIO-N-CON-T-R{�L DETAILS
RTORM
8
-AND SEWER PROFILES
9
STANDARD DETAILS
10
ADA ACCESS -PLAN
11
ADA-DE-T-AILS
12
LANDSCAPE PLAN
13
LANDSCAPE DETAILS
14
OUTDOOR LIGHTING PLAN
REVISION BLOCK
REV. NO.
DATE
DESCRIPTION
1
07/05/19
ARCHITECTURAL REVIEW BOARD SUBMITTAL
2
08/21/19
SITE DEVELOPMENT PLAN REVIEW
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 pF11
,nc�
a JAMES J, CARTED
U
No, 41920
`E�
�IoNA�
24-HOUR CONTACT.
Greg De6acker (706) 548-1151
Project Tract = 1.05 acres
Disturbed area = 1.02 acres
Total Impervious Area = 0.63 acres
Project Site Location: Lat 38.087836' Long-78.4711830
DEMOLITION NOTES:
1. THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR
TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY
COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES.
2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT
REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS AS
SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.
A. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, AND
CURBING TO DEMOLITION LINE SHOWN.
3. ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE
DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE
SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES.
4. ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT
LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING
CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE
NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL
SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.
5. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE
THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT
INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND
SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT.
6. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF
ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THE
DEMOLITION/EXCAVATION PROCESS.
7. DISPOSAL
A. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS.
COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF
WASTE AND DEBRIS.
8. PAVEMENT REMOVAL
A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACING LEAVING A
UNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAINING
ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT
SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.
B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR
VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX
CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID
PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION
THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,
EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED.
9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL
TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED
PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY
ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING
DEMOLITION WORK.
11.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION
REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE
CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION
WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL.
12.CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE
DRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC,
TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED.
REMOVE LINES AS NECESSARY (TYPICAL)
fir
I 1 � I•I
•'
EX INV. OUT WITH FLARED
-
END SECTION =470.4'
mom-
1►
1 1
STORMWATER EASEMEDI
EXISTIN
1 ZEL / DRAINAGE
- -SS- - -n- - - - ` `Y\EASEMENT
DX
OHP 10
OH
OHP-F' t
OHP OHP OHP OHP O
---
TOP
OH
\ \
aD IS•.- ,\;
��
--- -
�/uCn
=486.1'
\
!
I
��5" RC
-_-_-----
w ----
-
INV. IN 475.3' -
---- ---ilu�or_1r-485 ---\
-------
-------------- __
- -
------------= �-
_---
- ---� }
EX MANHOLE NOT
_------
--- ---S2
19' 26"W--------
/��---____
`__---- -2-1.9
FOUND-
r/
,
--_--- -
-UGT-
---------------
_ _t
1`[--------.-
BUG UG T- -UG T
-UG T- - -uGT-
, / 7'
BUG -
�-
D /
_ --
D D p p
Luc r D -uG T
T�
p ,--o-UG T
p V
D°
p
D
- - - - -
-
D
I
EX
DROP INLET
EXISTING LANDSCAPE TO BE REMOVED (TYPICAL)
EX GRATED DROP INLET
TOP
=487.1'
I
TOP=484.3'
INV.
OUT (15" RCP)
=481.4'
°
INV. IN=475.8'
I
INV. OUT=475.7'
U. S. ROUTE
29 (SBL)
I
SEMINOLE
TRAIL
(VARIABLE
WID TH)
y
' S �
I i 1
SCT RIO HILL, LLC, /
I C/O ROSENTHAL PROPERTIES
I TM# 04500-00-00-094AO I I I
I I DB 4134, PG 199
I 3
I
---49B- _---- - I
w
' W W�
I cn �'�----495-------- - _--------------_n 3
Q I
' / GRATEE�/6�CtP/YIVLET----- 2---- FJ0_ F�I�t-CENTUL - - - - - -
\��
/ \r�_0 I TOP,! 48$/7"' -' -- -> \I I
�-- wv. f��T� �4�9.9�-------- ----- ---------
r�//r r%r �// /_` �\ �/ �i /,� SGN EASEMEI JAI r'
PK FAIL\ 1 D-______ fii' I -,�,r L
T�
/ IEfC 3RIC-K� SFGN� = 8'
� � 4„ I AKS�
I�J� Q
•� \ � � � � \ � � � I I I II I I� I- � I/I III/ i - - � L -� �� I / � I I I
� 4» 0 ,
\lAI
II 1 1 11 1 I -
0o
OD
II N II cr °' 11 r I 641 PI4 /1�/ I �� I�
1 I�i� � lV III � l �I
�(
SCT RIO HILL, LLC, II 1 11 1 I I II II I II i II 1 I mo, / /\✓\ j l\ /��PST6/ ` X 18" I D / \' AK
Z S
C/O ROSENTHAL PROPERTIES I I 1 I 1 I 11 I I I I l J I �/ I x- - x9 I/
TM# 04500-00-00-094A0 ` II II II II I 11 11 �II I II 1 N h I _ / 1 I . I�
DB 4134, PG 199 I I I 1 I 1 1 I 1 1 / J I I\ ✓ _ 4g2 / /� /
11 1 1 II II 1 1 II I l I, y I j l J
A = 8'06'15"
L = 140.14'
C. = 140 02'
I\ _
X I/ I C.B. = S59'24'42"E
EXISTING STRUCTURE TO BE DEMOLISHED AND
REMOVED. DISPOSE OF IN APPROVED LANDFILL.
-
I I VXI�TIINq
I A�IT R1' I I I I� I I \ \ / \� �� EXISTING UTILITY EASEMENT
I
�-
I
EX
O / 3I
EXISTING LIGHT POLE TO BE REMOVED.
PIIJE
I
v�
Q
O�
O 0C
v J
Q N
0
rA
Eh 14"
WWOOD
EX 15" RCP
� ��j�=8488.2' �[� LET
6P
INV. IN =482.3'
INV. OUT=481.3'
OHP
UGe---ucb
_ EX JBOX
p T-
T-
D
EXISTING SIGN AND LANDSCAPE. DEMOLISH AND
REMOVE (DISPOSE OF IN AN APPROVED LANDFILL)
.76tl (45 76, C 1pw Q�i 0_91 e. 45-6e 9 % �, I.
.3. m [ m Y
Si. eb fj \ C4.c a
\0-85}a"AS iR4� �+i ei'e_Q iJ +R
.. S V Y /// ^ s 17 v
45-70 >S•8 f 35 -baA '''i�4 i5-]4P 40.60 - �:fj
45-b7 { 4p
D 'y ' i5r11-ptm$1.
2p' 45-8ae 45-tlb a5117 /`s, o nap o
4 a i5-9pAx u ee v Cj 45-112C
a5-9e aan
4g-9t iS. i�lx' 45-10W is-t 94 a.F y 4C+'
45-29ke `'y^ 45�5f-0f-OA 4 m� DiIR
/ pA-
e' s a / a581Ot
tigr=o,
A+ptw- uY 45�95A 4 , 9 J
Y r'"x � Qa e'r tmlm =11
% " �a •ra.RA a c mt a'.s
45 -P dA 95 Y5 fJ•AdSC t-m
{f $ 09iA /^ eP n'1 45C 41- 0
e` D Q 1'''. s nLV$b-dbraok M.r as
45-27 sas., p is ar
ts.�� 35-173
45-
m40
o8a� J 45.1 na 7 , 3.Ydm_6diei d• s+' { 4 �% ? o
o ^ .rvi� bs-tm aas-robe+ .c; c' as
s;si d P 45-tau
61.120 'a° 59..d5 l r]`,,.�/ r1i 46 }�g15,
saws s rt3 l jq bi s v g�ro` �P' p �t �+fpi/ / a Q�•
yl.lh 5 L5[ t }2 .4 RO �; �e k Cf / / 'V'6A.1i4E
i i-
LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
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
Parcel No.: #04500-00-00-093C0
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear:20-feet Side: 15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 1.02 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.
v v Know what's below
Cali before you dig
dial 811
� w
Q >
� w
00 �
LU LU_J
w
a 2
Z a
O F
F
H Lu
U _
V w W H
O Q Ln
J
ca Ol Ql
Z
O Q ^ 00
wo 0
= Yk .-1 N
p,LTH
o JAMES J, CARTERS
U
No, 41920 A.
NAL
CARTER
ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc. I
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.carterengineering.net
U)
z
Qa
tttttttttttJ
Z
z>
Ww
J
z
5J
>
IIJ
L
I:L
w
O
O
G
^^
1..�
�.
O
Q
p
W
>LU
U
w
W
W\
0
w
J
J
LU
O
LU
O
O
�
N
PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEETTITLE:
EXISTING
CONDITIONS &
DEMO PLAN
SHEET NUMBER:
2
PROJECT NUMBER:
19016W4D
DATE:
08/21/19
y
/
/
/
/
' S I
I I I I
I I I I I SCT RIO HILL, LLC, /
I C/O ROSENTHAL PROPERTIES
I I TM# 04500-00-00-094AO
I I I DB 4134, PG 199
II I I
I
W
I I I I WV 3
I I W �1
I I I Cn GRATED DROP INLET RIO HILL CENTER I
I LJ TOP=488.7' I
I I U INV. OUT=479.5'
CD
I Q
I ~
I w
PK NAIL F D
I
I �
1I
7
I I I I I
IPROPOSED RETAINING WALL I I I
� "' I I
I lr/l -- -- ��
I 2
I I
SCT RIO HILL, LLC,
C/O ROSENTHAL PROPERTIES
r
TM# 04500-00-00-094AOev
I /
DB 4134, PG 199 I 0, , / 19, 26' 19, 19, 26' 19, I 1
1 CV
• N 33 VAC -BOOM I
I / N PARKING SPACES
PROPOSED DUMPSTER I I
ENCLOSURE WITH HEAVY DUTY _ ='
DUMPSTER CONCRETE PAD. I 1
EXISTING �' ° 3_-�-
CVIc`Tin �.. I
A = 8'06' 15"
L = 140.14'
R = 990.77'
C. = 140.02'
C.B. = S59'24'42"E
SANITARY ®-FlEXISTING UTILITY EASEMENT
EASEMENT I a • II
AUTO SENTRY AND GATE VAC -BOOM STATION (TYP.) I
I
CONCRETE ISLAND (TYP.) I (2) 12' X 18' H/C CONC. I I I
PARKING SPACE W/ 5' WIDE I I O
MOVEABLE BOLLARD OR I I •
STRIPED UNLOADING
TRAFFIC CONE (TYPICAL) I •• VAC -BOOM CANOPY (TYP.) W 3 II
1 I �I I III O
of I I l •• � � `�' •'. II ��I
EX INV. OUT WITH FLARED I / • \ - ap_ - - - - - - - - 3
END SECTION=470.4' /� ire I • I I I Q
I ILI
- I /I O
T-0 . CONCR 7� SIIDEWA(IC 7 O''GONCRETf.'SIDfVVP�LK �U
I I I
--------- EX 15" ---------
I I I �1�, RCP
STORMWATER EASEMENT
1 I PROPOSED CARWASH EX DROP INLET
TOP=488.2'
,l 3,739 S.F. �' ��X INV. IN=482.3'
INV. OUT=481.3'
F.F.E. = XXXX.XX /
I 3 EXISTING , �,•
�- - -�- �- DRAINAGE-��
EASEMENT
` D OHP OHP OHP OH: -OHP OHP OHP OHP�`OF/'/ / 1 OHP-CI� OHP
OHP OHP OHP OHP OHP OH �\ OHP '
�G/u , , , EX OX
EX DROP INLET �S ' GG E- - -UC E-
TOP=486.1'
RCp ;� �-- EX 15" RCP _
INV. IN=475.3'----------------------------------------------- EX JBOX
------ / J pn-
_ _ INV. OUT_=474.1' -_------------------_ _ _ _-------------- 1 on- _
_---- --------------- T - - C
S24 19' 26"W I 214.98r EX MANHOLE NOT I _
FOUND
-UG T- UG r- BUG T-I D
-uG r
-uc � uG �- - -uc r - - -uc T - -uc r - - -uc T - - �uc r - D I
T� D � M
RUC T� -Uc T p--a-UG r
D D'p p p W D p p D p p D D D p n D D
p V p D
Op
EX DROP INLET -� I
EX GRATED DROP INLET--JTOP=487.1'
TOP=484.3' INV. OUT (15" RCP)=481.4'
INV. IN=475.8' I
INV. OUT=475.7' I
U. S. ROU TE 29 (SBL)
SEMINOLE TRAIL
(VARIABLE WID TH) )
v Know what's below
Call before you dig
dial811
�7 bo (4}.76 �o.�VQy> �-ry1 ' a a0.89t 45-sb prt@r o� �'Dr o r
pd@`��4b d@
a-ebca `d.r tls 1 4'J
�. �e�s/'\�✓ �. � 1@ asBt p4-1� r+rbsbr aok=p� jov
40-71.�� u.6 j ` 4e-112
S 45-8] 3i-b gp, 45.6g -
499b a0
40-11i 51-01 OE -1 0` m 45b99 - P Ef:
'
43-9UM. 45 !8
4
45-21A9 . u-4.ObEi..'y 05,A-0A-4.� ¢. .yOn'
a q^ri
9tl All j4781^tli-OA
01
45,93A
LJJpP' 4
U vS ca ,tlr.
13:r w 0-94A.. a 'yg t 47- -0
�, 21 4 94 / cpitl actiY$'odbraoM b ba- r4.r +s,-
as-ir W. R�sr"o°k- Lis
J.�:. G„ `. �i "kro k�llrCLr ,; �C p✓+.itip� rg 4 0 ':
a
-a B-1 4T}
.:HWis,g� 7 s � p Sc p 6 rt ywC ' ry w u� ' aI°�rr -
/}�^F� • j •S��m '�. � "� s� pt u�. is g� � p ,..D
t 1 ♦ - » .03,y00100l4• dt o a a6
sse/ d a]-1 p2 ti9-1tl3®'s V
a id-402A 4e9 4b-t06 Fr
r
- ipiY
I:Iq' u4 tan)2-- ..4d• �:ti m ? r cjeek Cf r01.724E
+ l R
g�.
! P
'y 051•..t1- J - 61 .124Ep w
LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
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
Parcel No.: #04500-00-00-093C0
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear:20-feet Side:15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 1.02 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.
PARKING DATA
Parking Required:
Requirement: One (1) space per each one hundred (100) square feet of
retail sales area for the first five thousand (5,000) square feet and one (1)
space per each two hundred (200) square feet of retail sales area above
five thousand (5,000) square feet. For purposes of this paragraph, 'retail
sales area 'shall be deemed to be (1) eighty (80J percent of the gross floor
area; or (2) at the request of the applicant, the actual retail sales floor
area as shown on floor plans submitted by the applicant delineating the
actual retail sales area, which plans shall be binding as to the maximum
retail sales area used.
Retail Sales Area = 3,739 Square Feet of Building
= 2,991 Square Feet (80%)
Required Parking = 29 Parking Spaces Required (2,991 / 100)
Provided Parking = 33 Parking Spaces Provided
Handicap Parking = 2 Provided (2 Required)
SITE DATA
Site Information:
Total Tract Area = 45,787 sf 1.05 ac (100.00%
Existing Impervious Area =
19,002 sf
0.44 ac
(43.62%)
Existing Landscape Area =
26,785 sf
0.61 ac
(56.38%)
Total Impervious Coverage =
27,830 sf
0.63 ac
(60.78%)
Structure Coverage =
3,739 sf
0.09 ac
(08.17%)
Vehicular Coverage =
22,291 sf
0.51 ac
(48.68%)
Pedestrian Coverage =
1,800 sf
0.04 ac
(03.93%)
Proposed Landscape Area =
17,957 sf
0.42 ac
(39.22%)
Total Coverage Area =
27,830 sf
0.63 ac
(60.78%)
�LU
Q 7
O w
m of
LU
a �
Z
O F 0
F
H LU
_ LU
U
U W Cr f_
Q Q v1
J
ca Ol Ql
z
O Q r, 00
w
= Yk .-1 N
p,LTH
ED JAMES J, CARTERS
U
No, 41920
NAL
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.carterengineering.net
V J
z
Qa
J
z
zw
W
J
z
5J
>
LU
L
c/1
w
O
O
J
L!
0
Q
O
W
\
/
U
LU
w
J
W
z
LU
0
LU
U
J
J
W
O
LU
O
O
�
N
1
V)
PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEETTITLE:
SITE PLAN
SHEET NUMBER:
3
PROJECT NUMBER:
19016W4D
DATE:
08/21/19
t
' S I
SCT RIO HILL, LLC, /
I I C/O ROSENTHAL PROPERTIES
M# 04 00 00 00-094AO
I I DB 4134, PG 199 I/ I
� � IVVV3
1 �I W I
' ICnGRATED DROP INLET � TOP=488.7' RIO HILL CENTER I I
' I
I ' INV. OUT=479.5' 3 '
I Q
§ I
EXISTING
1 z
I � � SIGN EASEMENT i
I 'LLJ
PK NAIL 1� D _--�� -_ -- _ -- -- -- L->`
I I /
� 1
I � I
#
I � 1
SCT RIO HILL, LLC, I
C/O ROSENTHAL PROPERTIES I ��
TM# 04500-00-00-094AO I ON
DB 4134, PG 199 I
,V
f
I �
EXISTING I
SANITARY I
EASEMENT ' I
1 / �
PROPOSED PIPE No. 3
85 L.F. - 18" 0 HDPE '
SLOPE = 1.0% I
GRATE INLET#003 ws
RIM: 489.50
OI '
EX INV. OUT WITH FLARED I
END SECTION=470.4'
r� O I
STORMWATER EASEMENT I '
� j I
-----------�- S I fl
OHP OHP
OHP ^r��
-
I X P �<INL;
- -
=48
Rcp ;
INV. 1=475.3'
\�
- OUT=474.1'
I
_ 1
S24'
19' 260W
PROPOSED PIPE No. 4
r�
-uc T_
44L.F."'18"HDPE
-UG T_ _t
-
SLOPE - 1.0%
o°
PROPOSED JUNCTION BOX A-1
PROPOSED PIPE No. 5
5 L.F. - 18" 0 HDPE
EX GRATED DROP INLET -
SLOPE - 1.0%
TOP
=484.3'
EXISTING STORM DROP INLET A-0. LEAVE
INV.
IN=475.8'
EXISTING STRUCTURE IN PLACE AND ADJUST
INV.
OUT=475.7'
RIM VERTICALLY TO MATCH FINISH GRADE.
RIM = 487.50
EXISTING FL IN (SE) = 475.30
PROPOSED FL IN (N) = XXX.XX
PVC -
I I
I
I II
II
� II
� I
III
;II��=gin ❑ ��-_
I
I
I
--=)i o 1r.�
GRATE INLET#002 I I
RIM: 489.80
PROPOSED PIPE No. 2 I I
66 L.F. 18" 0 HDPE
SLOPE = 1.0%
3
/
/
I
/
A = 8'06' 15"
L = 140.14'
R = 990.77'
C. = 140.02'
C.B. = S59'24'42"E
EXISTING UTILITY EASEMENT
7 AL. OIL AND II
TER SEPARATOR I GRATE INLET#001
(5 ETAIL) RIM:489.80
au - tes asi 6" C.O
2,000 GAL. 2,000 GAL. 2,000 GAL.
0 Qr0 e a
REFER TO DETAILS II I II t'
I,l
rs- -------------------�
0
U
PROPOSED CARWASH
3,739 S.F.
F.F.E. = XXXX.XX
ELE ,
i
EXIAS��T�LN C,
2"W 7.. - 2"W W 2"W 2"W 2"W 2�
"W 2"W 2" 2"W 2"W 2"W &R,41- I Ae 2"W
OHP OHP OHP OHP OHP OHP
--_-------------------------- --------------------- �- EX 15"-RCP--------------------- 7
_�1_
----------------------------
- - - - �- 214.98r EX MANHOLE NOT ,/
FOUND
_UG A -UP T- -.0 T- -UG T- - -UG T- ° D °
U.S. ROUTE 29 (SBL)
SEM/NOLE TRAIL
(VARIABLE WIDTH)
EX DROP INLET -� I
TOP=487.1'
INV. OUT (15" RCP)=481.4' i
I
I
I
O
�I I III O
I
PROPOSED PIPE No. 1
I / I 52 L.F. - 18" 0 HDPE
' SLOPE = 1.0%
- CURB INLET #001
_ RIM:489.70------------
- ----- EX 15"-RCP--------------
EX DROP INLET
TOP=488.2'
3 INV. IN=482.3'
INV. OUT=481.3'
OHP / HP
EX
OX A
' UGE- --- - UCE-
JBOX PROPOSED 2" WATER TAP
nn - 2" DOMESTIC WATER METER WITH RPZ
BACKFLOW PREVENTER
uc T_ PROPOSED ELECTRICAL TRANSFORMER
- PROPOSED UNDERGROUND
ELECTRICAL SERVICE
-2" DOMESTIC WATER SERVICE
b1.16D O
bi. eo fj L�4 a
Eg1,�Mt �Si hf1 \V/ � w r� P-BBCt i4AI �f4 jJr+ d
d A. a5.9A ^F�/ rwn �a6 A5B1 Pd 1� _C+nRdb Rok'p'r jPQ
0-71j� 45.6 t 45 ieA s�i�w i5-]4P 45.6i - �.fj
45-B7 / 4 p
2¢ AS-81E 45-B4
451 t3. /`• 1. o "ap o
a^ e5-90Aa 45,16
as-9P 5Sp eo va
45-21
45-nt n 1
45-PSA6 a d ` i 45-1 n9� 45-i d4 �:.� -itl 4551-0f-0A 4 fi 4.��s.� 4ng
\Tel -
fi Cr k5
A OF 45.95A g M1 P B'.or .
n m �•' 45•Q ~ ~ w iy A A 9
MY
n
n u
a5.2
r =rt
84.
45-95 a4 "{Csss'era.'RA a ,c P, a'.e
u-Paa rs ern c t-n =
u-94 /cAuc�n` rQ -.r s ' nLYJ33-dLraoq as 0v� M.t as
�R Lis �.
J. s.,n s a `�Rrofktllrplr �co'v'B rre 4 0 J r
esr Q r nt,
.�
'k /+�rpa °✓ `�,2..1?Ip�;f,pj, .' SC n
'o�sa�'y 4P•toa r , sFPP-a5�a�o-. x+, .' � 4 ,� a
oyi- d� . C' 40-t PP. ses-robe ea
si r 'id-4PPA 404 45-fPi A Qf ten. � ; Q ..
bst a i� 4 •�. Q Ib� i.�TsA ��P .P #5 bP--0 i
61.I23E3
E` Ii1A3L5di 7 '.. c .r 4 l.y+F' Qt ,,,+,,,frli />
k�e 61.i 4E a pd �yduJi^
7u �..t6
1.
ui :124E5
LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
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
Parcel No.: #04500-00-00-093CO
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear:20-feet Side:15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 1.02 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.
Know what's below
Cali before you dig
dial 811
Q
O W
m �
LU
w
a 2
Z d
0 F O
~ ULLI
Lu
o _
U W Cr
0 o Q to
J
ca O> Ql
z -t H
\ \
O Q r, 00
w
= Yk 1-1 N
p,LTH 6F��
o JAMES J, CARTERS
U
No, 41920
NAL
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.carterengineering.net
V /
z
Q
J
a_
Z
z>
Ww
J
z
5J
>
LU
L
I:L
w
OO
J
^^
1..�
�.
O
Q
p
W
>LU
U
w
W
w
W
C)
U
J
J
LU
O
LU
O
O
�
N
PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEETTITLE:
UTILITY PLAN
SHEET NUMBER:
4
PROJECT NUMBER:
19016W4D
DATE:
08/21/19
rn'
' S �
SCT RIO HILL, LLC, /
I C/O ROSENTHAL PROPERTIES
I TM# 04500-00-00-094AO
I I DB 4134, PG 199
I 3
I ~ -
Z
W i
n 495------ ------------- WV
IQ / / �_ - - - - - - - - - - - - - - - - - - - - - - - - I W �� �� i� -494 ----_ _ �
I / GRATEEJ/6�6P YIVLET------=--2----+�IQ FBI �-�.rENTER -----_ �\ I
\ ' / I TOPS! 498/7'- - - - - - - - I
�. f// /,447995 - - - - -
�x-I z i ////��/ %��/r-`\�9 /�/� /�i� �i EXISTING 1 I \\
1 ' I �/ / / / _ i SIGN EASEME �L
_ I �P/P��>__--�-
PK NAILS F IUD==r�� I _,/ �- _ - - - , L '
I /777I I
� 1
l lI ill 4g5��/ ������
Ul
v vIv 1 I I III � �
\ \ I I I
1 y
W
OD rn I ,
1 1 1 1 1 I / ll /
p 1 I 1 00 I 11 I -Lr' / / I d ®�, \\ V l
Q II II I II�'P6 / l
/
SCT RIO HILL, LLC, 11 I I II II 1 1 II 1 I 1 I II ,�
C/O ROSENTHAL PROPERTIES A9
TM# 04500-00-00-094A0
DB 4134, PG 199 I I I 1 1 1 1 1 I I I °' I v I I I I �-- 4g2_� ��N
I I I II
I II 11 1 I I I II NI"
I i
01
I I I I -
I GRATE I LET #002 I �/
I I I I RIM: 489.80 I\
I I I I it I I l � I I II I PROPOSED PIPE No. 2 I ��
66 L.F. 18" HDPE /
SLOPE 1.0%
I FXIkIINq / 3 -
A = 8'06' 15"
L = 140.14'
R = 990.77'
C. = 140.02'
C.B. = S59'24'42"E
[A(NIT R1 I , 1 1 I o EXISTING UTILITY EASEMENT
A$LMLIN I I II I I
GRA
RIMT#001
489.80
PROPOSED PIPE No. 3 I I I I I - - TR 491.10
85 L.F. 18" {6 HDPE I / I I I I BR 490.60
SLOPE = 1.076
GRATE INLET#003 /
RIM: 489.50 HP 490.50
4
QC
490.20 Q
EX INV. OUT WITH FLARED // / / // / // � I -- - - - - - - - - - --1 - - - - j; - - I h
END SECTION=470.4' /A / / / / / / / / / h I BR 490.40 Q
490.39 �I
TR 490.90 - - -
TR 490.90 TR 490.901
PROPOSED PIPE No. 1
52 L.F. 18" 0 HDPE
SLOPE = 1.0%
/ S
STORMWATER EASEMENT-j
489.00
CURB INLET #001
_ ___-_ RIM: 489.70 -- - - - -
--------------- -----
I
PROPOSED CARWASH ;'; EX DROP INLET
3,739 S.F. / TOP IN 48'
� INV. IN =4823'
F.F.E. = XXXX.XX _ 490.00 _ - / �' �� INV. OUT
i%
490.10 �//
4 RA
EXISTING �
C�p-��
\ EX
EASEMENT ��
i
OHP-�`OF� OHP
OHP OHP OHP
�- C A 77
JI
PROPOSED PIPE No. 4-
44 L.F. - 18" 0 HDPE
SLOPE = 1.0%
PROPOSED JUNCTION BOX A-1-
PROPOSED PIPE No. 5
5 L.F. - 18" 0 HDPE
SLOPE = 1.0%
EXISTING STORM DROP INLET A-0. LEAVE
EXISTING STRUCTURE IN PLACE AND ADJUST
RIM VERTICALLY TO MATCH FINISH GRADE.
RIM = 487.50
EXISTING FL IN (SE) = 475.30
PROPOSED FL IN (N) = XXX.XX
-48
� / _4��-5"_RCP
------------ ----
EX MANHOLE NOT
---- _ --- S24 19' 26"W------,/��______-
`_-
FOUND_�GGT
-°_
_
_
------.--
-----
/ -UC T UG T
BUG F�- --
UG T___UG T-
- - BUG T� -UG T
°---Y�UG T T
�
D
EX
DROP INLET
EX GRATED DROP INLET
TOP
=487.1'
I
TOP=484.3'
INV.
OUT (15" RCP)=481.4'
INV. IN=475.8'
I
INV. OUT=475.7'
U. S. ROU TE 29 (SBL)
I
SEMINOLE TRAIL
(VARIABLE WID TH)
OHP
UG E- - -UG E
EX JBOX
a5.76tl (83.76 +i10 �V41', as 6ie
<0 C In
45 O4A 44-"0'"
2Q de"-_
5B 1.b ag
sg1,IMt ��i hw Yr w r� P-B6C1 i4 fS14J� j¢v
odrj'' fy ass`'\✓ %�`�/ ^^ '-Ad q-G4-1_-_Ltntsbl "nk=0ddd'r
45-70.�i 13 6 f'is74 s� i5-M
;j b
I 3 45-E7 { 4p
2p' 45-89E 45-tlb 45117 /`s, o nap o
4 ai5-9pAx 45 29
a5-9n )u°°!!!e 'i9 \%p 5y �� B aa.
65-2B s Cs� o �i0e
45-01 iS. 7ytx r" b5-t. G9e;
45-29A6 `'sue •.� -itf 45�$1-0f-0A 4 m�*tp$g Ong,
pA-
,7
?Es
Agpt d1krea45�95A
= a M1 r
9 J
Y a'"x Qa n'r C mi m =1t
�2eq JQ �[fl[9ft".AtA a .0 GS a'.s
as-z as 4'.95 *s ern 4se t-m
{f $ 0-94A 45C 41- 0
as-z7 sass p ,4_.9 , "Rt 7 �Rc o°kJj r� is ar
eg.,U . ��. � � asrQ me � � e �q,ae� o�//• v
i1 a �1'c� �,! /9° oy�7:
sctl1,L�.
45-
o8a� J 45.9 R9 7 . 3y60-6diel d• s+ { o �% '�? o
sF e s 4 qy;J!i1 .a '`d aL f
a qsc-Gz--m
E 4 ei 0 .I saws s rt3 l jq bi s v b /�. p �t +fr1i pi / a Q�•
y1.id
3
LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
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
Parcel No.: #04500-00-00-093CO
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear:20-feet Side:15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 1.02 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.
v v Know what's below
Cali before you dig
dial 811
Q LU
O W
Co
LU
LU
w
a �
Z
O F 0
~ o
_ U`
U W Cr
O a Ln
J
ca O> Ql
z ti eti
O Q ^ 00
O O
w
= 4k [-1 N
p,LTH
ED JAMES J, CARTERS
U
No, 41920
NAL
CARTER
ENGINEERING
CONSULTANTS
Carter Engineering Consultants, Inc. I
3651 Mars Hill Road, Suite 2000
Watkinsville, GA 30677
P: 770.725.1200
F: 770.725.1204
www.carterengineering.net
V /
z
Qa
J
Z_
z>
W_J
J
z
5J
>
W
L
w
OO
J
^^
1..�
�.
O
Q
p
W
>�
U
w
ttttttttttJ
W
w
W
U
J
J
W
O
LU
O
O
�
N
PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEETTITLE:
GRADING AND
DRAINING PLAN
SHEET NUMBER:
5
PROJECT NUMBER:
19016W4D
DATE:
08/21/19
TREE MANAGEMENT CALCULATIONS:
GENERAL LANDSCAPE REQUIREMENTS:
Street Three Requirement
Street trees shall be planted with even spacing in a row within the public street
right-of-way or adjacent to the public street right-of-way if not permitted therein by
the Virginia Department of Transportation, and with the private street right-of-way.
One (1) large street tree shall be required for every fifty (50) feet of street frontage,
or portion thereof, if twenty-five (25) feet or more. Where permitted, one (1)
medium tree shall be required for every forty (40) feet or road frontage, or portion
thereof, if twenty (20) feet or more. If required street trees cannot be planted within
the parking setback or within ten (10) feet of the street right-of-way due to sight
distance, utility easements, or other conflicting requirements, then the planting strip
shall be enlarged to accommodate the trees. If this requirement creates a hardship
by causing the relocation of required parking spaces, then the additional planting
area may be counted toward the interior landscaping requirement.
Seminole Trail: (power lines present) 249.25 Linear Feet
Large Trees Required: 6 Small Trees Required (249.25 / 40)
Large Trees Provided: 8 Small Trees Provided
Woodbrook Drive: 213.63 Linear Feet
Large Trees Required: 4 Large Trees Required (213.63 / 50)
Large Trees Provided: 4 Large Trees Provided
Shrubs along public streets: When a parking area is located so that the parked cars
will be visible from an off -site street the agent may required additional planting of
low street shrubs between the street and the parking area, subject to the following:
1. Shrubs shall be a minimum of twelve (12) inches in height when planted
2. Shrubs shall be in a single row planted five (5) feet on center.
3. The agent may authorize different landscaping designed to minimize the
visual impact of the parking area.
A hedge of evergreen shrubs planted no greater than five (5) feet on -center and
being a minimum of 12" in height at time of planting has been proposed along
Seminole Trail and Westbrook Drive.
Parking Area Landscape Requirement
An area of at least five (5) percent of the paved parking and vehicular circulation
area shall be landscaped with trees or shrubs. Neither the areas of street trees and
shrubs required by sections 32.7.9.5(d) and (e) nor shrubs planted between a parking
area and a building on the site shall be counted toward the minimum area
landscaped areas for a parking area.
Vehicular Area: 22,291 Square Feet
Landscape Area Required: 1,114.6 Square Feet (5%)
Landscape Area Provided: 17,957 Square Feet (80%)
The plant materials may be a mixture of shade trees and shrubs and shall include
one (1) large or medium shade tree per ten (10) parking spaces or portion thereof, if
five (5) spaces or more.
Parking Spaces Provided: 33 Parking Spaces
Trees Required: 4 Trees Required (33 / 10)
Trees Provided: 7 Trees Provided
Tree Canopy Requirements
Each commercial or industrial use site shall have a tree canopy covering a minimum
of ten (10) percent of the property (45,787 SF).
Tree Canopy Required: 4,578.7 Square Feet (10%)
Tree Canopy Provided: 4,628 Square Feet (10%)
Existing to Remain 0 Square Feet Canopy Area
(4) 329 Shumard Oak 1,316 Square Feet Canopy Area
(7) 366 Lacebark Elm 2,562 Square Feet Canopy Area
(6) 125 Trident Maple 750 Square Feet Canopy Area
PLANTING NOTES:
1. The contractor shall locate and verify all existing and new utility line locations prior to
planting, and shall report any conflicts to the landscape architect. The contractor will be
responsible for the protection of all underground utilities during the life of the project.
2. The contractor is responsible for repair of any damage incurred during the execution of work.
3. The contractor shall stake all tree locations in the field and the staked locations shall be
reviewed and approved by Carter Engineering. Carter Engineering may make minor
adjustments to the layout without incurring additional costs to the project.
4. Mulch all 9 p layer plant areas with 3" la of double round shredded hardwood mulch.
5. Any proposed substitutions of plant species will be with plants with equivalent overall form,
height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved
by Carter Engineering.
6. Substitutions shall not be made unless drawings and/or written requests are submitted to
Carter Engineering for approval. Carter Engineering shall determine equality based upon
complete information submitted b the contractor.
P Y
7. Trees: provide specimen balled and burlapped, or as specified, trees of height, size, caliper,
genus, species, cultivar and branching configuration indicated. The roots stem of each shall
9 . P 9 9 Y
be well provided with fibrous roots. All arts of plant shall be moist and show active green
P P P
cambium when cut. the shall be free of disease insect pests, eggs or larvae. All plants to
Y P 99
be moved balled and burls ed must be moved with the roots stems as solid units with
PP Y
balls of earth firmly wrapped with untreated burlap, firmly held in place by a stout cord or
wire, drum laced, boxed, or in containers.
8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hort's
'American Standard for Nursery Stock' to preserve the natural character and only as
approved by Carter Engineering design team. Retain required height and spread. Do not
alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised
branches, and crossing branches.
9. Stakes and Guys: to be round cedar posts.
10. The Carter Engineering representative reserves the right to reject plant material at the
nursery or at the site.
11. The trunk flare at the base of the tree shall be properly exposed for all plantings.
( ) P P Y P P 9
12. Keep root balls intact prior to and during planting operations. Plants with broken or damaged
root balls shall be rejected and immediately removed from the site. Keep root balls damp
and protected from damage due to sun and wind. Do not shave root balls.
13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with
installation of planting soil mixes.
14. Tree planting: see tree planting detail and notes herein for additional information related to
p 9 P 9
planting pit dimensions, planting operations, backfilling, and tree staking.
15. Container stock planting: plant container grown stock the same as specified for balled and
burls ed stock but remove containers completely.
Pp . P Y
16. Soil shall be free of all debris, construction material, and slurry. Landscape areas shall be
backfilled with planting soil mixture per details and specifications.
17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are
encountered, notify Carter Engineering immediately and request additional instructions.
18. Watering and drainage: fill excavations with water and allow water to percolate out before
planting. If planting pits do not percolate or drain properly, notify the Carter Engineering and
request additional instructions prior to planting. Do not plant into poorly draining planting pits;
poorly draining planting pits may hold water and drown plants.
19. Flood all plants with water twice within the first 24 hours after planting.
20. All plant material shall be mulched after planting. Backfill to allow room for mulch after
settling, and place mulch in dish after first watering and within one week of planting. See
planting details for mulch thickness.
21. All plants shall be plumb vertically after settling or as directed by Carter Engineering.
22. Planting restrictions: plant during one of the following periods.
• Spring planting (shrubs, groundcover, perennials) March through May
• Fall planting shrubs (shrubs, groundcover, Perennials) Sept. through November
• Tree planting - September through April
23. Installer agrees to repair or replace plantings and accessories that fail in materials,
workmanship or growth within 18-months of substantial completion. Failures include, but
are not limited to:
• Death and unsatisfactory growth, except for defects resulting from the lack of adequate
maintenance by owner.
• Structural failures including plantings falling or blowing over.
24. The contractor shall verify the quantities listed in the plant legend. Contractor is responsible
for installing all plants shown on planting plans. In case of discrepancies Carter Engineering
should be contacted.
25. All groundcover quantities shall be determined using the information provided in the
groundcover quantity and spacing chart within the Landscape Drawing Set.
GENERAL LANDSCAPE NOTES:
1. Landscaping shown on this plan shall be maintained in compliance with county and/or
city landscape ordinance.
2. All disturbed ground shall have ground cover or mulch and/or grassing.
3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders
or root defects, and must be of good vigor, so as to assure a reasonable expectation of
survivability.
4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and
replaced with a plant of the same species, variety, and cultivar, as acceptable to the code
enforcement director.
5. Other landscape materials shall be maintained in proper repair and shall be kept clear of
refuse and debris.
6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that
will girdle tree trunks if left in place.
7. No trees or shrubs will be installed in the right-of-way on public roads or in the access and
utility easements for private streets.
GROUNDCOVER SPACING & QUANTITY
PLANT SPACING
PLANT SPACING MULTIPLIER
(PLANTS PER SF)
12"
1.15
15"
.74
18"
.51
24"
.29
Double Knockout Rose
Rosa radtko
Densa' Inkberry Holly Dwarf Yaupon Holly Sod As Directed by Owner
Ilex glabra 'Densa' Ilex vomitoria 'Stoke's Dwarf'
Kanjiro' Camellia Peach Drift Rose Big Blue' Creeping Lilyturf
Camellia sasanqua 'Kanjiro' E) Rosa 'Meiggil' Liriope muscari 'Big Blue'
x _ �� •
i
'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM 'AERYN' TRIDENT MAPLE
Quercus shumardii 'PanacheUlmus parvifolia 'Emer II' Acer buergerianum Aeryn'
Street Tree Parking Lot Tree Street Tree (Power Lines)
LANDSCAPE SYMBOLS
y
' S
I
' '
PLANT SCHEDULE
TOTAL BOTANICAL NAME COMMON NAME CAL./GAL. SPACING TYPE HT./SPR. REMARKS
CITY MINIMUM
CANOPY TREES
4
Quercusshumardil'Panache'
Panache' Shumard Oak
2" Cal.
As Shown
B&B
SO'/S'
StraightCentraILea der toMin.6'Ht., Wei ISpa cedBra niches, SymmetricaICrown
7
Ulm us parvifolia'Emerll'Al/ee
Emerll' Lacebark Elm
2"Ca1.
As Shown
8&B
10'/5'
StraightCentral Lea der to Min.6' Ht., Well Spaced Bra nches, Symmetrica I Crown
UN DERSTORY/FLOWERING TREES
7 Acerbuergerionum 'Aeryn' Aeryn' Trident Maple 2" Cal. As Shown B & B 10' / 5' Straight Central Leader to Min.6' Ht., Well Spaced Branches, Symmetrical Crown
EVERGREEN SHRUBS
4
Comelliosasan ua'Kan'iro'
q 1
Kanjiro' Camilla
1
7 Gal.
As Shown
Container
3 " 3 "
6 0
/
Full Pot Well Shaped
p
66
Ilex g/abra'Densa'
Densa' InkberryHolly
3 Gal.
As Shown
Container
18../is.,
Full Pot, Well Shaped
-
ilex vomitorio'Stokes Dwarf'
Stokes Dwarf' Yaupon Holly
3 Gal.
As Shown
Container
18--/ 18"
Full Pot, Well Shaped
DECIDUOUS SHRUBS
21
Rose'Meiggil'
Peach Drift Rose
3Gal.
As Shown
Container
18"/18"
Full Pot, Well Shaped
26
Roso'Rodtko'
Double Knockout Rose
3 Gal.
As Shown
Container
18" / 18"
Full Pot, Well Shaped
GROUNDCOVERS (in square feet)
1580 Liriope muscari 'Big Blue' Big Blue' Li lyturf 1 Gal. 1 18" O.C. Container 1 12" /12" 1 Full Pot, Well Shaped
TURF GRASS (in square feet)
� W
I N I 'LLJ
I 10,380 1S,d- as directed by owner Sod - as directed by owner SOD
' 1 GRATED, DROP INLET I
RIO HILL CENTER I I
v TOP-488.7' EXISTING OAK AND HARDWOOD `
Q INV. CUT 479-5 _ CANOPY TO REMAIN I
HI I c) TREE PROTECTION FENCE (TYPICAL)
I"ZNEW PROPOSED TREE LINE (TYPICAL) EXISTING j
(55 SF) 'BIG BLUE' CREEPING LILYTURF ' x
LIMITS OF DISTURBANCE (TYPICAL) SIGN EASEMENT
_ I
w zctJ - ----------
(1) ALLEE LACEBARK ELM •�-------��'�.�.�-----------------_
(5) DOUBLE KNOCKOUT ROSE L N'D - - ��_ - ems- a �c_-� - - 3
(4) DWARF YAUPON HOLLY -
-493 1
(8) PEACH DRIFT ROSE - I
(11)'DENSA' INKBERRY HOLLY
(190 SF) SOD - AS DIRECTED BY OWNER
CM
II
1 /� ,X.
�I
(345 SF) 'BIG BLUE' CREEPING LILYTURF dI I
I
SCT RIO HILL, LLC, I (1) ALLEE LACEBARK ELM
J
C/O ROSENTHAL PROPERTIES I �� -
TM# 04500-00-00-094A0 I '
I
DB 4134 PG 199
(2)'DENSA' INKBERRY HOLLY
(3) PEACH DRIFT ROSE I
(3) DWARF YAUPON HOLLY
EXISTING
SANITARY '
EASEMENT
Q'.
I
ss
\- (310 SF)'BIG BLUE' CREEPING LILYTURF `
(1) ALLEE LACEBARK ELM
o......... J
- rs•�•ssssss•�•ss; 4DWARF YA• •HOLLY
•
DWARF
EEPING LILYTURF
YAUPON HOLLY
(2) ALLEE LACEBARK ELM
(210 SF) 'BIG BLUCCREEPING LILYTURF
449
Mat'
EXISTING TREE TO BE REMOVED (TYPICAL)
(4) 'PANACHE' SHUMARD OAK
(34) 'DENSA' INKBERRY HOLLY
(200 SF)'BIG BLUE' CREEPING LILYTURF
(6) DWARF YAUPON HOLLY
(5) DOUBLE KNOCKOUT ROSE
A = 8'06' 15"
L = 140.14'
R = 990.77'
C. = 140.02'
C.B. = S59'24'42"E
EXISTING UTILITY EASEMENT
I
i r
0C
EX INV. OUT WITH FLARED h I \'�` '''
END SECTION=470.4' O
x
� I• O
60 g O
- � 1'
- - -- T- 1 - 2 - -
.r
410 SF SOD - AS DIRECTED -BY OWNER -
r
I=
1 1
D - AS ZJW DIRECTED BY NER
• ,
160 SF SO
( )
- � • �'� ; (2) ALLEE LACEBARK ELM
I � I (125 SF) SOD - AS DIRECTED BY OWN.(=R
F
(200 SF)'BIG BLUE' CREEPING LILYTURF
2 'DENSA' INKBERRY HOLLY
1 'KANJIRO' CAMELLIA `7S' /� (175 SF) SOD - AS DIRECTED BY OWNER
O _ (4)'DENSA' INKBERRY HOLLY
(1)'KANJIRO' CAMELLIA �`� A /� ;� _� /_ I_X:
)` II I`•, (110 SF) 'BIG BLUE' CREEPING LILYTURF
STORM (13)'DENSA' INKBERRY HOLLY I;i _
r1 ^ �' � I �' � � 5 DWARF YAUPON HOLLY
(11) DOUBLE KNOCKOUT ROSE t P RO POS E L) GAS? iNAS H - ' ( )
r
i
;�, t I (1)'KANJIRO'CAMELLIA
S-F NV. II',I
- - Y - .. /%. � .y Imo. I� If,i,;. ;;,I_ (10) PEACH DRIFT ROSE
'F.F.E. - XXXX.XX y:-- % (5) DOUBLE KNOCKOUT ROSE
- - -- (1) 'KANJIRO'CAMELLIA
(7) -AERYN' TRIDENT MAPLE
s (9,20 5F) SOD A5
_ _
DIRECTED BY OWNER
ENT
OHP OHP OHP OHP� - -` OHP- -- -OH -r'OHP P OHP OHP - -- - _
_ -
--------- - oP INI_ c�, - ----- UGE-_-UGE-
O - - -
-
IOP �tF 6.1 - 1
INV. OUT =474.1 _ 1 �- -- - ---- ---- EX JBOX
_ _
2 4. 8 EX MANHOLE NO
S24 19 26"W I FOUND UGT -"G o
-UG T- _ UG T. -RUC-UG T- „- - UG T- -UG T- TUG T- V I
T 4.-P-UG T D
D D
c n D
00
EX DROP INLET I
EX GRATED DROP INLET TOP=487.1'
TOP=484.3' INV. OUT (15" RCP)=481.4'
INV. IN=475.8' I
INV. OUT=475.7' I
U. S. ROU TE 29 (SBL)
SEMINOLE TRAIL
(VARIABLE WID TH) )
Know what's below
Call before you dig
��� dial811
.1:£rta)(aP.76oVQy>-ry1 ' a. 45.slt 45-!! P,rj�0! 0 �'Dr o r
' 451 „
t¢ h r +w. 4D a -seta `asr tl4,a (jj ��
.�.�e�s/`\�✓ a59104-1� r+rrsbr aok_prf jo
-45-71.�� u.6 j ` 4e-112
' S 4"7 3i-1 ep, 45.6E
45l6 #-1 a7 th o cA �' a 4J51 PROS-1 o AJ. •Y' 45-S4Aa45-MC
. 45l8Is
-' •J. D�@. @�^tw ,(� Y o' rye?.
45-P%A6 D®r'Ja9. a3'4.0lE 45-Ito +/M1 4551-010A-4If s•D®o
n -ir1 W q^ri 456141n j`471^tl-OA
AA _ e} Q� cD 4s•a}A
vS Q8j'oia.
n m 'fir 4gn'M ,0 Y = _ o. II. .�
LJ Op
•j 8 yy,uP,, .i 4 b 5
{f
de.2a4 0 e`°. ��arer�iR+s a s tl1.tl .1
tsy w 0.94A..
corP - m 4VtiY$'obra•M 43 oa-
Fs jL
�
a'Il
\' .'rr'c��7drTa i
tlB. '�a,j,('d°i.. 4S•9s3 -.Y �..Pa10P-6D�ot4• i+' �a � „ as
riG.iW
61-120
'yN W 69.:124E}
-°y", i An t a -' � �' r r * . s` . _ t .. Nrra p� I ,r( �,,•
A as 6t. ti4E A ,f}•ia�y�o r,.
LOCATION MAP
SCALE: N.T.S.
PROJECT NOTES:
DEVELOPER:
W4 Development
2500 Daniel's Bridge Road
Building 200, Suite 3A
Athens, GA 30606
Contact: Greg DeBacker
Phone: (706) 548-1151
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
Parcel No.: #04500-00-00-093CO
Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001
Current Zoning: PD-SC (Planned Development Shopping Center)
Proposed Zoning: PD-SC (Planned Development Shopping Center)
Setbacks: Front:40-feet Rear: 20-feet Side: 15-feet
Proposed use: Carwash with associated utilities and parking
Proposed Building Height 20 Feet
Project Tract 1.05 acres
Disturbed Area 1.02 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 tha
t 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
y o 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 b those using this drawing. The location
g y g g e l cat on 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 herebydistinct) understand that h y d t a 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.
PARKING DATA
Parking Required:
Requirement: One (1) space per each one hundred (100) square feet of
r h it t ive thousand (5,000) s uare eet and one 1 retail sales areafor t e f s f (, ) q f ()
space per each two hundred (200) square feet of retail sales area above
five thousand(5,000) s uare feet. For purposes o this paragraph, 'retail
f p f p p f P 9 p,
1 s ar a' hall be deemed to be 1 eighty 80 percent o the gross floor
sae e s (J g y( Jp f g
2 t the request o the applicant, the actual retail sales floor
area; or a e
() q f Pp f
area as shown on floor plans submitted by the applicant delineating the
actual retail sales area which plans shall be binding as to the maximum
p 9
retail sales area used.
Retail Sales Area = 3,739 Square Feet of Building
= 2,991 Square Feet (80%)
Required Parking = 29 Parking Spaces Required (2,991 / 100)
Provided Parking = 33 Parking Spaces Provided
Handicap Parking = 2 Provided (2 Required)
SITE DATA
Site Information:
Total Tract Area = 45,787 sf 1.05 ac (100.00%
Existing Impervious Area =
19,002 sf
0.44 ac
(43.62%)
Existing Landscape Area =
26,785 sf
0.61 ac
(56.38%)
Total Impervious Coverage =
27,830 sf
0.63 ac
(60.78%)
Structure Coverage =
3,739 sf
0.09 ac
(08.17%)
Vehicular Coverage =
22,291 sf
0.51 ac
(48.68%)
Pedestrian Coverage =
1,800 sf
0.04 ac
(03.93%)
Proposed Landscape Area =
17,957 sf
0.42 ac
(39.22%)
Total Coverage Area =
27,830 sf
0.63 ac
(60.78%)
V) '
C w
Q 7
O w
m of
LU
LU
z Z) O
~ w
UJ oU _
V w cr H
0 0 a
J
ca
Z
LD Q 0 rq
o 0
w
= Yk .-1 N
p,LTH 6F��
o JAMES J, CARTERS
U
No, 41920
NAL
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.carterengineering.net
U)
z
Qa
J
Z_
1
OC
z>
W
W
J>
z
J
UJ
L
W
5
O
L
J
u
W
Z
LU
0
LU
LU
J
J
W
V
=
p
O
O
LU
�
N
V /
PROJECT NAME:
W4 DEVELOPMENT
CHARLOTTESVILLE, VIRGINIA
SHEETTITLE:
LANDSCAPE PLAN
SHEET NUMBER:
12
PROJECT NUMBER:
19016W4D
DATE:
08/21/19