HomeMy WebLinkAboutSDP201900062 Plan - Revision 2021-03-22IN
SITE DATA
OWNER: HYDRAULIC & GEORGETOWN LLC
400 LOCUST AVENUE, SUITE 3
CHARLOTTESVILLE, VA 22902
FINAL SITE PLAN
DEVELOPER: BMC HOLDINGS GROUP LLC
400 LOCUST AVE, SUITE 3
CHARLOTTESVILLE, VA 22902
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES, INC. G ORG TOWN
999 SECOND ST. SEHYD RAU I C
CHARLOTTESVILLE, VA 22902
(434)-977-0205
TAX MAP PARCEL No: 060FO-00-00-00300 JACK JOUETT MAGISTERIAL DISTRICT
PARCEL AREA:
1.05 ACRES
ZONING:
NEIGHBORHOOD MODEL DISTRICT. PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS
AND CODE OF DEVELOPMENT- AIRPORT OVERLAY AND ENTRANCE CORRIDOR OVERLAY DISTRICTS
PROPOSED USE.
PROFESSIONAL OFFICES
BUILDING AREA:
16,815 GROSS SF, MAXIMUM ALLOWED
14,289 GROSS SF, PROPOSED (INCL. PARKING LEVEL)
BUILDING HEIGHT ALLOWED:
2 STORIES: 50' MEASURED FROM FRONT FACADE
3 STORIES: 60' MEASURED AT THE BACK TO INCLUDE BASEMENT
BUILDING HEIGHT PROPOSED:
FRONT 32' MEASURED FROM FINISHED FLOOR TO PARAPET
PARKING SETBACK:
10' MINIMUM
BUILDING SETBACKS:
(IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN)
(MINIMUM)
FRONT SETBACKS FROM BUILDING CORNERS: 9.63' & 13.47'
FRONT SETBACKS FROM CENTER OF BUILDING: 15.22' & 21.85,
BUILDING SETBACKS FROM THE RA ZONING: 47.50'
AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,765 SF (157)
TOTAL IMPERVIOUS COVERAGE (INCL BUILDING) = 20,765 SF (459)
TOTAL OPEN SPACE = 24,973 SF (559)
MAGISTERIAL DISTRICT.- JACK JOUETT MAGISTERIAL DISTRICT
WATERSHED: IVY CREEK (A WATER SUPPLY PROTECTION AREA)
BOUNDARY SOURCE: SUBDIVISION PLAT, LOT 1, "GEORGETOWN GREEN" PREPARED BY W.S. ROUDABUSH, DATED JUNE 20, 1967,
RECORDED AT DB 440 PG 93.
ALBEMARLE COUNTY, VIRGINIA
TOPOGRAPHY.- TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006); TREE
SURVEY BY ROUDABUSH, GALE & ASSOCIATES, ✓ANUARY 2019, WATERLINE LOCATION CHECK BY ROUDABUSH,
GALE & ASSOCIATES, SEPTEMBER 2019.
BENCHMARK: TRAFFIC BOX 614.79. TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC
(2006)
DATUM: HORZ.: NA VD 88 VERT.: NAD83
FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
NUMBER 510003C 0279 D. EFFECTIVE DATE: FEBRUARY 4. 2005.
PARKING REQUIRED: PER GENERAL DEVELOPMENT PLAN, 1 SPACE PER 200 SF NET LEASABLE AREA = 9,3761200 = 47 SPACES
PARKING PROVIDED: 50 PARKING SPACES TOTAL
2 ADA VAN ACCESSIBLE SPACES**
*3 SPACES RESERVED FOR IMP 60E-1 PER DB 1591 PG 160
**ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1: 48.
ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE
RETAINING WALLS: RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE AN STAMPED ENGINEERED DESIGN. PLEASE SEE RETAINING WALL
DESIGN BY OTHERS UNDER SEPARATE COVER.
LANDSCAPING: SEE LANDSCAPING PLAN SHEET
LIGHTING: EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A
FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS.
AMENITY AREA REQUIRED - 5,227 SF (11.07.)
PROVIDED - 17,785 SF (38.99) A
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THE SUBJECT PROPERTY IS LOCATED WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER AND SEWER.
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS
PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS,
BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY
THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE
SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS
OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
GRADING COMPLETION FOR ADVICE AND CONSENT.
UTILITES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT
CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001)
AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS
UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE
METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE
RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR
, UNLESS INDICATED OTHERWISE. CONTRACTOR
SDP=2019=00062
VICINITY MAP
SCALE: 1"=1000 FEET
SDP-2016-00062 LETTER OF REVISION # 1
THIS LETTER OF REVISION SHOWS THE SUBSTANTIVE CHANGES OF THE FINAL SITE PLAN AS FOLLOWS:
1. THE EXISTING TOPOGRAPHY HAS BEEN UPDATED.
2. THE PROPOSED GRADES HAVE BEEN RAISED BY 0.5 FT TO TIE IN WITH THE REVISED EXISTING GRADES ALONG HYDRAULIC
ROAD. NEW SPOT SHOTS HAVE BEEN ADDED TO THE GRADING PLAN.
3. THE HEIGHT OF ALL RETAINING WALLS HAS CHANGED AND THE LENGTH OF RETAINING WALL # 1 AND #2 HAS CHANGED.
4. AN EXISTING 20" POPLAR AND A 15" POPLAR ARE TO BE REMOVED DUE TO NEW GRADES.
5. REMOVED TREES IN THE CONSERVATION AREA THAT ARE 12" OR GREATER ARE TO BE REPLACED AT A 2:1 RATIO.
THEREFORE, 4 POPLARS HAVE BEEN ADDED TO THE LANDSCAPING PLAN. THE PLANT SCHEDULE HAS BEEN UPDATED TO
SHOW THE ADDED TREES.
0
THIS PARCEL IS SUBJECT TO
ZMA2006-14 WITH ASSOCIATED
PROFFERS AND CODE
DEVELOPMENT.
SHEET INDEX
SHEET 1---------- COVER SHEET
SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 3---------- SITE PLAN & LAYOUT PLAN
SHEET 6---------- GRADING PLAN
SHEET 7---------- SIGHT DISTANCE PLAN & PROFILES
SHEET 8---------- TRAFFIC CALCULATIONS & DETAILS
SHEET 10-------- LANDSCAPE PLAN, NOTES AND DETAILS
SHEET 11-------- PHOTOMETRIC PLAN & DETAILS
SHEET 12-------- PHOTOMETRIC PLAN & DETAILS
SHEET 13-------- CONSTRUCTION DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR
- -332 - -
EXISTING INDEX CONTOUR
- 390
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EXISTING CURB AND GUTTER
EX. C&G
PROPOSED CURB AND GUTTER
CG-6
TRANSITION FROM CG-6 ROLL-TOP
CG-6 ROLL-TOP
EX. 15' RCP
EXISTING STORM SEWER
I I I I Sol-
15' RCP
PROPOSED STORM SEWER
= I I = I 11_
EXISTING SANITARY SEWER
s s S -
PROPOSED SANITARY SEWER
- S S S -
PROPERTY LINE
EASEMENT LINE
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING ���������������■
EXISTING SPOT ELEVATION
+ 12.0
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING TREE
EX. 15 OAK
PROPOSED TREE
OAK
SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK
AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT
AND COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE
ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR
CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES REMOVED AS PART OF THE WORK AND NOT INDICATED TO BE REMOVED OR ABANDONED SHALL BE RESTORED USING MATERIALS AND INSTALLATION
EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE
KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICES OWNER OR AUTHORITY.
5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A 'REDLINE" SET
OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS.
7.ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE
BUILDING DEPARTMENT.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED
SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL
PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY
REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL
BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE.
TALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED,
EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO
ENGINEER AND THE PROJECT MANAGER.
9.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
EXISTING WATERLINE
PROPOSED WATERLINE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
}
EXISTING WATER VALVE
F)
PROPOSED WATER VALVE
---- &-•
PROPOSED WATER METER
EXISTING REDUCER
w-
PROPOSED REDUCER
•10 w
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
2
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
e
VEHICLES PER DAY COUNT
1,234 VOID
PROPOSED STREET NAME SIGN
+
EXISTING SIGN
-o-
PROPOSED SIGN
-�
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
CONTRACTOR'S RECORD DRAWING
CERTIFICATION STATEMENT:
(SEE SHEET 9 FOR RECORD DRAWING REQUIREMENTS)
THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED
RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT
"REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED
IN ACCORDANCE WITH THE DESIGN AS SHOWN"
NAME, TITLE
FOR:
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Lic. No. 4
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DATE:
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SCALE:
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JOB:
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SDP-2019-00062
SHEET:
� OF 13
I I
I
EN / RB DEMO
D SIDEWALK CU
I 1 DASHED LINE INDICATES EXTENTS OF SAW
CUT & MIWNG OF PAVEMENT WHERE
APPLICABLE. PROPOSED PAVEMENT WIDENING
IN ACCORDANCE WITH VDOT STANDARDS.
CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES I o I I
GREATER THEN 25% - APPROXIMATELY 5,860 SF TO BE
DISTURBED. NO DISTURBANCE TO BE DONE IN IQ I I I I
v
PRESERVATION AREA > WV
EXISTING SANITARY
SEWER & EASEMENT
:rvation Areas on the property, The Owner
hall be two (2) trees of similar species or
I,
ord with the final landscape plan for ,
,in the Conservation Areas shall he ,#'*PRO PO$EID
1e in excess of 12" dbh and shall be \
5" dbh, as determined by the Caunty's � SANITARY
CU]"' NECTION
1 ,•
1 I
1 I
1
1 I
I .
EXISTING CURB r''m I.. �� 1 = I I I
TMP 60E-1 _
DYNAMIC INVESTMEN �♦ a I II _ �wn so
1
CAPITAL ENTERPRIS
ZONED: C-1
1 USE: OFFICE BUIL INC Sim ♦ 1
1
1 ' ♦ ♦ ♦ NO
I EXI TING MANi OLE T01 BE LO RED TO
III ♦ ♦ ♦ NO ♦ ♦ I I I FINI ED PA ENT GRADE
5/ ♦
♦000010
♦ I A
/5�♦,' so
D / �$�' I IEXISTINGISIDEWALK & CURB TO BE
♦ ♦j I , / - - - - - REMOVED FOR ENTRANCE CONSTQUCTION
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00'37'30" E
C7
64.64'
265.00'
13'58'33"
32.48'
64.48'
S 0419'46" E
C11
97.24'
1696.02'
3*17'06"
48.63'
97.23'
S 12'57'35" E
C13
22.01'
60.00'
21'006"
11.13'
21.89'
S 04'21'31" E
C17
23.84'
60.00'
22'45'58"
12.08'
23.68'
S 27'29'12" W
LEGEND:
GIS CRITICAL SLOPES >25%
PRESERVATION AREA
CONSERVATION AREA
•® 23C •• SOIL BOUNDARY
•
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 1C44'06" E
14.39'
L2
N 7742'45" W
4.50'
L3
S 15'21'39" W
10.20'
L4
S 8218'27" E
5.22'
L5
S 38'50'59" W
79.63'
L6
N 64*12'41" W
166.59'
L7
N 10*52'19" E
210.70'
L8
N 80*05'19" E
143.39'
r
2 x 6"PRD.: 1 f I I a;.. I 20 `, 0 20 40 60 ®®
nn� I a/--- I •° 1Fil FM
10"CHRY 1161M I I I I 1
\ L RF,INAGE EA�E�EN I / I I 1 SCALE: 1"=20'
PROPOSED
'EX. 15 ° `/S I� I +I I SITE # 1 all ' CA'REBI CAR EL PER qSl
>AKXX- I>..' I / ENTRANCE
+ ......:
a...:.......
I I I 1 I
\ 6" oAK I i i ***TREES 12" OR GREATER TO BE
l REMOVED IN CONSERVATION
OA \ \ :`.?;?? 1 PL I I I I EASEMENT AND REPLACED AT 2:1 r I I 1 1 \
...» I • 1 I
PINE \ 8"MPL \ ''?" I I I I I RY RATIO:
\ \ �•
8„Po+i 112"POP 180\ ."...'s;:::rl Mall 3. 20' POPLAR 1 I 11 h 1
I I
lit;:.:;. /
} 24 PINE + + OAK i I I I III 1 1. 1 1 °.`1 //� I 1 1 1 I
=1 I + 18"PINE 118"POP \ 8 OA I I I I I I 11.05 ACIR�S 9.63'
N I + MIN. 9.63 .:.; I I I I 1 I 1 1
1 � 8"oAK 12"PMIf \ 1 I
\ \ V) I 801 "PIN 11 I * I II I # SETBACK BUILDING CORNER \ ZI 1 I \
\ �1 10"POP 5°PIN 11 + I I / 1 1
/ 1 %, 1 24"POP I I I I ( 4' // 1 I ZMA2006-14 \\1 i I I 1 ��
INE 1 I 1 ko'jPol;;,';;;;::;; I
12"OAK
1OR
LT
NCI
I � 1 15'POP 1 10
24"PINE J \ ® G I 11 i
R� /+ ? 1..? `?s`:a`:; I I I 1 1 1 I\\ 11 I \I J r
1 10"POP I P SERV T N J I i 1 I I \ 1! ` 1 v �I 1 65B
AREA +'iiiiiii::i;'?`'a`;; 1 1
r l 1 1 1 1 1 III 1 t A\ � 11 (SOIL TYPE) ® /
20"MR 1 \ \ ^::`'r` + \�•� f ' 1 ' ' 1 111 I I I!I 1 �.r\
I \ 1 I 1 15"C Y / 11 (� iiii;i i ii:.`:...... 1 \ / \ \ \ 1 I I 111 1 * 1
1
I 'I0"CHRY 1„ I I \ { v n { I 1 1 l III \
TMP 60E-2
I I \ 24°CHRY 11 18'MPI
ZONED: R-6GEORGETOWN GREEN 8"MP+ MIN. 15G22
1 "BCH BUILDI
� I
CORNER I L J l l l 11 w �,
USE: RESIDENTIAL > I I I { I I i I\ �/ SETBACK61co
COMMON AREA 12"P P I 1 / I I !E':I (� ZMA2006-14 V_I I'\ \\ "•�\ �I 1 I
/ + 0" P � 8"M P I I I I
EX. CHAINUNK FENCE / ; o oP j 1 /+ + /'� L / / / / // '' �� / r \ STING TREES IN BOLD \\ "TR IC
- - - - m 1 I� 2f F 1 ( T B REMOVED (TYP) BOX
a"Pnr 0"POP I / 8"MP/ 1 \ 2 1
\
\
20"POP 14T,:
I
N I 8"OAK ,I Igg' I I rI I \\ / 1 15.2 BENCHMARK 1
�184zOP I 1 I "fl 8"SYC I 10 p11�1 TRAFFIC BOX 1 I
8' AK I { X \ TRAFFIC
4 / i MIN. 21.85' BUILDING CORNER 1 -
2„o I "�P // 1 1.a 11 1
IFMq' o1Co , SETBACK ZMA2006-14 1
+ p6\ -Tp I 2 PO + I // + 12'LOC _��� I M 1 6
EX. 15' RWSA EASEMENT 1 (SOILTYPE
j Q 2 Po
1�53 _ - I1'a' jl DB 466 PG 246
✓ 2'POP ¢
POP 1 " T MIN. 13.47' �� \ \ / I L \ 1
1 \ �, O 0•MPL . `�12"LOC BUILDING CORNER ;
• SETBACK 24 MAP
ROPY --AD) EX. V/W VEPCO EASEMENT ® `
36" OAKX2
ZMA2006-14 1' DB 466 PG 246
:•.�:{:' Y::�': �. ®
� 24 • \1
Q I / I I
A '
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A CRITICAL WATERMAN AND CARE PROPOSED / ♦ ♦ �®
SHOULD BE TAKEN NOT TO DISTURB ♦ WATER00000000 e
THE LINE DURING CONSTRUCTION.-�
EXISTING 12' ACSA EASEMENT TO / / EX. 12' ACSA EASEMENT ?®
BE VACATED. NEW 20' ACSA // DB 440 PG 90 TO BE VACATED ��®
EASEMENT TO BE CENTERED OVER /
PIPE. / ® -
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Jimmy L. Taggart
Lic. No.
22841 W4
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DATE: 10-25-2019
SCALE: 1 ":20'
JOB: 19.0125
SDP-2019-00062
SHEET: 2 OF 13
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TYPICAL RETAINING WALL CROSS SECTIONS OF THE
DIFFERENT TYPE OF WALLS USED ON THIS PROJECT
NOT TO SCALE
SEE RETAINING WALL DESIGN PLANS, BY OTHERS,
UNDER SEPARATE COVER FOR ADDITIONAL DETAILS
42" Tall 5ofety Handrail or Fence Post
w/ Sleeve -It Fence -Post A nchoring System
Max. 8•-o" O.C. Post Spacing OptioFal
(Handrail/Fence Installation By Others)
'.I
I� Il�lllr'®
Top Dia. 7.4"
Grout Fill After Post Installation
w/ Min 3,000 psi Grout
r Bottom Dia. 9.4'
Non -Woven Filter Fabric - 4 FT Wide
Mirafi 140N or Equivalent
�,r�srY.rY.rrr�
/_C itilever Bose 30.6"L x 15.3"W
12" Soil Cover
234" I_
Reinforced Fill
SLEEVE -IT SD1 FENCE -POST ANCHORING DETAIL
(Not to Scole) Optional
RETAINING WALL #1: REDI-ROCK
13.5' MAXIMUM HEIGHT. SEE
RETAINING WALL PLAN UNDER
SEPARATE COVER, BY OTHERS.
SEE NOTE 4 THIS SHEET. SEE
RETAINING WALL DETAIL FOR
VEHICLE & PEDESTRIAN BARRIER
DESCRIPTION.
CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER
THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO
DISTURBANCE TO BE DONE IN PRESERVATION AREA
RETAINING WALL #2: ANCHOR DIAMOND PRO BLOCK I
13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN
UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4
THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE
& PEDESTRIAN BARRIER DESCRIPTION. '
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ORGETOWN GREEN
ZONED: R-6
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EX. CHAINLINK FENEE
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EASEMENT
DB 5374 PG 418
IS
POSED HANGNAILG
LANDSCAPINGNDES
START OF VEHICLEER;
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BL CKOUTS ORVED QUAL IN FRONT UlEING
SOOTS, CLEAR OF 2'ANG)
DESIGNED BY
S. E WALL PLANS
1
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8' SIDEWALK PROPOSED ALONG THE LENGTH
OFTHEPROPOSED 80' TAPER LANE
CONNECT TO EXISTING CURB
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an INVESTMENT = I ,� � �� , I
CAPITAL ENTERPRISES Qo no
ZONED: C-1
No
USE: OFFICE BUILDING � 0004 ,:: SEE SHEET 2 DEMO PLAN FOR EXTENTS OF
�y ���
- 00.0
� SAW CUT &MILLING OF PAVEMENT. I PROPOSED PAVEMENT WIDENING IN
00 9.2' ACCORDANCE WITH VDOT STANDARDS.
2 CLEAR OVERHANG 100
PROVIDED FOR VEHIC v
L• 00
MANHOLE TO BE LOWERED TO PROP. GRADE
ADD TRAFFIC RATED COVER
2, n u ■
2' OFFSET FROM TRAVEL LANE
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00'37'30" E
C7
64.64'
265.00'
13'58'33"
32.48'
64.48'
S 04'19'46" E
C11
97.24'
1696.02'
317'06"
48.63'
97.23'
S 12'57'35" E
C13
22.01'
60.00'
21-01-16"
11.13'
21.89'
S 04'21'31" E
C17
23.84'
60.00'
22-45'58"
12.08'
23.68'
S 27-29'12" W
LEGEND:
\ GIS CRITICAL SLOPES >25%
LlPRESERVATION AREA
CONSERVATION AREA
i; 20
NG cp 4),
PAINT I I I 1
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z N 7 III RIGHT-IN/RIGHT-OUT 1
ENTRANCE MEDIAN 1
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#4:BY OTHERS. z I
MAX HEIGHT 4' v I�
1 FLUSH
0
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HANDRAIL
I TMP 6OF-3 "J)" A'• �s Eg' MINIMUM 9.63' BUILD -TO CORNER SETBACK PER ZMA2006-14
1 1.05 ACf�ES rif-m) ' ' 9• ' ?j
1 - - - FDC
EGRESS D 1 CONNECT TO EXISTING CURB
1 I 1^:`:.+
16 I (TYP) 11 (REMOV
1 PAINTED
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\ 1 1 I
I UNDER 1.4
- I BUILDING
1 BUMPER
_ - I BLOCKIII gx 11 1 1 11 `• 'a .: '.+.F,:
BENCH (1YPROPOSED .. 4 `N I 11 3-S1ur%
BUILDING
BUILDING I 615.8 I I I I 1°: 1
COLUMNSI BFE:605.8 11 11 r.: \ �I 1
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3.5' GRASS STRIP 1
ADD 9' CONIC. SIDEWALK BEHIND EXISTING
SIDEWALK PER CODE OF DEVELOPMENT
1 (2) PICNIC TABLES
1 BUILDING �TRA C 1
I I FACE I I m 1�12�' ` .Box
a}
A BENCHMARK 1 I
TRAFFIC BOX
h~I I n i$.�S •.:, •1..,. -..::1 ELEVATION-fi 14 J9 1
12" ASSUMED ! 1 1 \ 1
�,�� I INSIDE FOOTER 1
�� ,�^� / fl MINIMUM 15.22 BUILDING CORNER 1
4, 0 / DOOR TO .... SETBACK PER ZMA2006-14
oQca / / , EXTERIOR (TYP.) I I ij I I ':1 1
STAMPED CONCRETE 1
/
`\ 5
1
0 20 40
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 14'44'06" E
14.39'
L2
N 77'42'45" W
4.50'
L3
S 15'21'39" W
10.20'
L4
S 82*18'27" E
5.22'
L5
S 38'50'59" W
79.63'
L6
N 6412'41" W
166.59'
L7
N 10*52'19" E
210.70'
LS
N 80.05'19" E
143.39'
w
NOTES:
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE
CORRIDOR SHALL BE ELIMINATED.
2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & RIGHT -OUT ONLY
3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY
OTHERS. WALL A -SECTION 1, AS SHOWN, IS ASSUMED TO BE 2 FT WIDE
WITH NO BATTER AND NO GEOGRID.
4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRIAN
SAFTEY RAILS AND/OR VEHICLE STOPS WHERE APPLICABLE.
5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER
MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE.
6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAN AND CARE SHOULD
BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING
12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE
CENTERED OVER PIPE.
6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE
LANE.
7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE APPROVED BY THE
FIRE CODE OFFICIAL.
8. THE 6-INCH BUILDING COLUMNS IN THE PARKING AREA UNDER THE
BUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PARKING
BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALE FOR
ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS,
SUBMITTED BY OTHERS, FOR MORE DETAIL.
9. CURB RADII ARE MEASURED AT FACE OF CURB; FLOWLINES ARE
AREA SUMMARY
PRESERVATION AREA 11,445 SF
CONSERVATION AREA 6,310 SF
AMENITY AREA 1,010 SF
l / I M Ir.••s «.• a
0 a / 1 I I a MINIMUM 21.85' BUILDING CORNER SETBACK ZMA 2006-14
STOPLIGH POLE- 1
/. / it � •.'/:'Z�:> 1
/ t. `� / a• 20 RWSA EASEMENT DB / 1
EX. 12' ACSA EASEMENTy i
TMP 60-76B
MICHAEL & MELINDA �
SPRINKEL + �+ / °� EW a
USE ZONED: RA
RETAINING WALL #3: 6' MAXIMUM
HEIGHT. SEE RETAINING WALL PLAN
p*+ OTHERS. SEE UNDER RNOTE ATE C4 THIS SHEET.
IG ♦ MINIMUM 13.47 BUILDING CORNER
SETBACK PER ZMA 2006-14
/3
. F1 • <cA`�c".: � - .-.-_ 5374 PG 418
10' MIN. PARKING SETBACK
/.; EX. VEPCO EASEMENT DB 723 PG 362
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Jimmy L. Taggart
Lic. No. Q.
22841
Ipo1, 03/15/2021 KI4
ESS,ONAL $ZyG
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DATE:
10-25-2019
SCALE:
1 ":20'
JOB:
19.0125
SDP-2019-00062
SHEET:
3 OF13
CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE:
I q
CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND
ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL
-
1
I I
CONNECT TO
APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL
/
L i
EXISTING CURB
ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES.
I
FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
/
INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD
I
CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIRECTION.
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2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
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3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50
I
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(1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
80' PR POSED
4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL
I
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RN TAPE I
(ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
1
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GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY
I
rJ- `4
4 I I
2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1: 20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST
CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER
Qaa wM
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BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE
THEN 25%- APPROXIMATELY 5860 SF TO BE DISTURBED. NO
TMP 60E-1
3��
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ADA HAND RAILS AND LEVEL LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4 „
DISTURBANCE TO BE DONE IN PRESERVATION AREA
DYNAMIC INVESTMEN
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in
polo 1
PER FOOT OR NOMINALLY 2.08% FOR POSITIVE DRAINAGE.
RETAINING WALL #1
CAPITAL ENTERPRIS
ZONED: C-1
bco00
N C1
►�
;. No 1
':£
5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS
USE: OFFICE BUIL ING
♦♦ �
.
I 1
SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS
RETAINING WALL 13.5' MAX. SEE NOTE 3 & 4 THIS
♦ ♦ 0000 I
". FLOW LINE I 1
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LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS
SHEET
♦
000000
0000
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FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)
♦ •
1"
6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING
♦ ♦ •
I
/
1 BORES I 1
DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF
THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE
5 ♦
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f
♦ ♦ �°
TW 610.15
1 i
OFESHEET SLOPE 1
k`?5y'' S ♦
l BW/60 .1
1 1
CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD
y pe �' \ 5 ♦ W 609.
CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
1a \ �♦/y� i� B 99'9
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COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM
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LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
Z°-55a�6�SMH\
7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS
09.E
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I
9 'rEP 10.7 1 1
OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS
e;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;; 9.
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CONTRACTOR TO
RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE.
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CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR
TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS.
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\ w 07 I1 1 1 1 1 1 I' , 1 1
10.9 / „ NOTE: j \w 98 ;1 I I I 08.2 08.6 �09.3 1
CONTRACTOR TO USE PARTICULAR
Y CARE TO AVOID DISTURBANCE OF pp
.� PRESERVATION AREA I I \ 1;':??''??'; 11 I I I I I -- J i'EP 11.5 7
"II III EP 07.61 16. 1 1
4;........ :;:;; I I I 111- EP 07.7 16.1� I I
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1� { 09.4
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- - 08.0 I 09.3-4-
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\\ EP 07.7 7;9 8.0
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INSET SCALE: 1 ":10'
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\ �� 1 I I I !/ / ��>.:>? 1 I lI I \ / � I \ \ •'-..31.....' 1.,;:11 Q �1 rI
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y
::::::::::::xti::::........................................... ...
NOTE::::::�";::::::::::::.:,. ,: /
...........
THE EXISTING ACSA WATERLINE IS +� / // / .'/ 74
A CRITICAL WATERMAIN AND CARE ♦ /� _ r / 3 X . 7
SHOULD BE TAKEN NOT TO DISTURB
THE LINE DURING CONSTRUCTION. TMP 60-76B /y.yi/ .0v0
EXISTING 12' ACSA EASEMENT TO MICHZONED: RAUSE: INDA w\ ? ` , / i / ,O%
BE VACATED. NEW 20' ACSA SPRINKEL
EASEMENT TO BE CENTERED OVER
PIPE. RESIDENTIAL
../PROP. 1.5" DO TIC
CONNECTION H
��+ I // UP 1.5" MET & BOX R�/ ♦♦♦♦•
FS0000
4*
NO HORIZONTAL CHANGES
5 HAVE OCCURRED. ONLY RETAINING WALL #3: 8' MAX.
GRADES HAVE CHANGED. 3� SEE NOTE 3 & 4 THIS SHEET
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
16.68'
235.00'
4'04'03"
8.35'
16.68'
N 00'37'30" E
C7
64.64'
265.00'
13'58'33"
32.48'
64.48'
S 04'19'46" E
C11
97.24'
1696.02'
3'17'06"
48.63'
97.23'
S 12'57'35" E
C13
22.01'
1 60.00'
21'01'16"
11.13'
21.89
1S 04'21'31" E
C17
23.84'
1 60.00'
22'45'58"
12.08'
23.68'
1 S 27'29'12" W
LEGEND:
GIS CRITICAL SLOPES >25%
LPRESERVATION AREA
12 CONSERVATION AREA
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 14'44'06" E
14.39'
L2
N 77'42'45" W
4.50'
L3
S 15'21'39" W
10.20'
L4
S 82*18'27" E
5.22'
L5
S 38'50'59" W
79.63'
L6
N 6492'41" W
166.59'
L7
N 10'52'19" E
210.70'
L8
N 80*05'19" E
143.39'
20 0 20 1 .0
11
1
1
1
1
11
I
1
1
1
1
II
1
1
1
1
1
1
1
NOTES:
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE
ENTRANCE CORRIDOR SHALL BE ELIMINATED.
2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN &
RIGHT -OUT ONLY
3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER
SEPARATE COVER, BY OTHERS.
4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE
HANDRAILS OR SAFETY FENCE WHERE APPLICABLE.
5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO
TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR
ON SITE.
6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN
AND CARE SHOULD BE TAKEN NOT TO DISTURB THE
LINE DURING CONSTRUCTION. EXISTING 12 ACSA
EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT
TO BE CENTERED OVER PIPE.
6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS
DESIGNATED AS A FIRE LANE.
7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE
APPROVED BY THE FIRE CODE OFFICIAL.
8. SPOT SHOTS SHOWN INDICATE FLOW LINES
9. LIMITS OF CLEARING CAN BE FOUND ON THE EROSION
CONTROL PLAN
ENTRANCE GRADING DETAIL
INSET SCALE: 1 ":10'
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Jimmy L. Taggart
Uc. No.
22841 n
03/15/2021 124'
ESSIONAL ��yG
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DATE:
10-25-2019
SCALE:
1 1 ":20'
JOB:
1 19.0125
SDP-2019-00062
SHEET:
6 OF 13
14
PLANTING REQUIREMENTS
STREET TREE REQUIREMENTS
1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC)
248.5 LF OF FRONTAGE
TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED
TREES PROVIDED = 6
1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN)
79.6 LF OF FRONTAGE
TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED
TREES PROVIDED = 2
TREE CANOPY CALCULATIONS
TOTAL SITE AREA = 1.05 AC (45,747 SF)
PRESERVATION AREA = 0.27 AC (11,648 SF)
NET SITE AREA = 0.78 AC (34,099 SF)
10% TREE CANOPY REQUIRED = 3,410 SF
TREE CANOPY PROVIDED = 7,979 SF (23.4%)
LANDSCAPED PARKING AREA
REQUIRED 5%/1 TREE PER 10 PARKING SPACES
AREA REQUIRED = 13,304 SF PARKING AREA * 5% = 665.2 SF
AREA PROVIDED = 1,164 SF (8.7%)
TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 TREES
TREES PROVIDED = 4 TREES (2-KP, 1-LN AND 1-AB)
CONSERVATION AREA PLANTINGS
2:1 REPLANTING RATIO OR RY E E
TREES REQUIRES 5 TREES REMOVED * 2 = 10 TREES
TREES PROVIDED k
10 TREES�A
PLANT SCHEDULE
STREET TREE NOTES & DETAILS
NOTES & MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED
PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.
2. IF A SUBSTITUTION BECOMES NECESSARY, FEMALE GINGKO BILOBA WILL NOT BE USED.
3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING.
4. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN
ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER
THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE
ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED,
OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO
CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED
IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF
THE PLANT.
KEY
QNTY.
BOTANICAL NAME
COMMON NAME
SIZE
NOTE
10-YEAR TREE COVERAGE
AREA (SF)
TOTAL (SF)
Canopy Tree
AB
5
Acerrubrum "Brandywine"
BRANDYWINE RED MAPLE
3.5" Cal
B&B
452
2260
KP
2
Koelreuteria paniculata
GOLDENRAIN TREE
2.5" Cal.
B&B
380
760
LS
Liquidambarstyraciflua
SWEETGUM
2.5" Cal.
B&B
288
LT
5
Lirodendrontulipifera
TULIP POPLAR
2.5" Cal.
B&B
430
2150
QC
Quercus coccinea
SCARLET OAK
2.5" Cal.
B&B
419
Understory Tree
SB
1 5
lAmelanchierx grandiflora "Autumn Brilliance"
AUTUMN BRILLIANCE SERVICEBERRY
6-T Ht.
B&B
130
650
CC
1 2
ICercis canadensis "Forest Pansy"
FOREST PANSY REDBUD
6-T Ht.
B&B
124
248
LN
1 2
Lagerstroemia x 'Natchez'
NATCHEZ CREPE MYRTLE
7-8'Ht.
B&B
88
176
Evergreen Tree
IC
1 6
Illex x'Conty'
I LIBERTY HOLLY
3-4' Ht.
B&B
10
60
IP
9
Ilex x "Cono"
PATRIOT RED HOLLY
7-8' Ht.
B&B
44
396
TO
11
Thuja occidentalis "Emerald Green"
EMERALD GREEN ARBORVITA
3-4' Ht.
B&B
8
88
Shrub
AG
18
lAbeliaxgrandiflora 'Little Richard'
LITTLE RICHARD ABELIA
24" Ht.
Cont.
BG
24
Buxus x "Glencoe"
CHICAGOLAN D GREEN BOXWOOD
24" Ht.
Cont.
HQ
14
Hydrangea quercifolia "Ruby Slippers"
RUBY SLIPPERS OAKLEAF HYDRANGEA
24" Ht.
Cont.
JC
14
Juniperus chinensis "Nick's Compact"
N ICK'S COMPACT J UN I PER
24" Ht.
Cont.
VD
13
Viburnum dentatum "Christom"
BLUE MUFFIN ARROWWOOD VIBURNUM
24" Ht.
Cont.
31
403
VP
17
Viburnum x pragense
PRAUGUE VIBURNUM
4-5'Ht.
B&B
32
544
Grasses
SS
129
Schizachyrium scoparium 'Carousel'
ICAROUSEL LITTLE BLUESTEM
1Gal.
24"O.C.
TOTAL
County of Albemarle
Conservation Plan Checklist -To be placed on Landscape Plans
(Handbook pp 1I1-284-111-297 for complete specifications)
1. The following items shall be shown on the plan:
❑ Trees to be saved;
❑ Limits of clearing (outside dripline of mare; to be saved);
❑ Location and type of protective fencing;
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching ortunneling beyond the limits of clearing.
L Marldnes:
❑ 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 hee marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
❑ Tree preservation and protection measures shall be reviewed with the co rtmctor on site.
4. Eauloment Owmfion and Storage:
❑ Heavy equipment, vehicular traffic and storage of con traction mmer" including soil shall not be permitted within the driplines of trees
to be saved.
S. Sol] Erosion and Stormwater Detention Devices:
❑ Such devices shall not adversely affect tress to be saved
6. JIUL
❑ Fires are not permitted within 100 feet of the dripline ofttees to be saved.
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet ofthe dripline of trees to be saved.
& Proucilve Factor.
❑ Trees to be retained within 40 feet ofa 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.
9. Tree Wells:
❑ When the ground level must be mised within the dripline of a tree In be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Wald:
❑ When the ground level most be lowered within the dripline attee to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching a ad Tunneling:
❑ When trenching is required within the limits of clearing, it shall be done as faraway from the books of trees as possible. Tunneling
under a large tree shall be considered as an altemativc when it is anticipated that necessary trenching will destroy feeder mots.
12. Cleanup:
❑ Protective fencing shall be the last items removed timing the load cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pouting fertilization or othermethods recommended by a tree specialist
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
-, 1 REQUIREMENTS. r
T
5/1/06 Page 1 of 1
TREES TO BE REMOVED:
TREES 12" OR GREATER TO BE REMOVED
IN CONSERVATION EASEMENT ARE: ♦ �'
2. 15' POPLAR
3. 20" POPLAR
0 P 1
5. 18" OAK 1 I
1 I
1
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZED
GUY WIRE
""/
2"X2" HARDWOOD
I
120"
GALVANIZED I / RUBBER HOSE
S / GUY WIRE
"X2" HARDWOOD
1
1 I 24"PINE
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EASEMENT
DB5374 PG418
TMP 60E-1
DYNAMIC INVESTM
CAPITAL ENTERPRI
ZONED: C-1
USE: OFFICE BUIL6
;,�I ►►.
I
PROP. 1.5" DOMESTIC
CONNECTION WITH
1.5" METER & BOX
LEGEND:
GIS CRITICAL SLOPES >25%
PRESERVATION AREA
F1 CONSERVATION AREA
i
LANDSCAPING PLANTS AND TREES
ADJACENT TO THE SIGHT DISTANCE
TRIANGLE WILL NEED TO BE MAINTAINED
IN AREA BETWEEN 2 AND 7 FEET
ABOVE THE GROUND AS A CLEAR ZONE
TO PRESERVE SIGHT LINES AND
ACCOMMODATE PEDESTRIANS
LJRWSA EASEMENT
DB5374 PG418
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Jimmy L. Taggart
Uc. No.
22841 4
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DATE:
10-25-2019
SCALE:
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JOB:
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SDP-2019-00062
SHEET:
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