HomeMy WebLinkAboutSDP201900020 Plan - Other (not approved) 2020-05-21APPROVALS IIATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
ENGINEERING
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING MISS UTILITY (DIAL 811 OR
1-800-552-7001)
0 D FRAI V1 mmAG
BLOCK 1 PH B BLOCK 3, PHASE C
M I NOR SITE PLAN AMENUMENT 02
MINOR SITE PLAN AMENDMENT #SDP 201900020 FOR FINAL SITE PLAN #SDP 201300044,
GENERAL NOTES: ROUDABUSH, GALE, & ASSOC. ENGINEERING PLANS LAST DATED 5-16-2014
OWNERS: CRAIG ENTERPRISES, INC.(BLK. 3B) JA-ZAN LLC (BLK. 3C)
P.O. BOX 6156 1150 PEPSI PLACE
CHARLOT7ESWLLE VA, 23906 CHARLOTTESVILLE, VA. 22901
OWNER/DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC(BLOCK 1) CONTACT.. DAVE BROCKMAN
1005 Heathercroft Circle, Suite 100 OLD TAIL VILLAGE
Crozet, VA 22932 CELL: (702)-985-9088
dave@oidtrailvilloge.com
PLAN PREPARER:
ROUDABUSH, GALE, &ASSOCIATES
914 MON710ELLO ROAD
CHARLOTTESVILLE, VA. 22902
TAX MAP PARCEL No:
055EO-01-00-000EO - EX. PHASE B, PROPOSED PHASE C - 1.120 ACRES REMAINING
2
055EO-01-00-00000 - BLOCK 1 - 4.342 ACRES (REMAINING=1.43 ACRES)
055EO-01-00-000EO - 1.213 AC. OR 52,834 S.F.(ORIGINAL PARCEL)
n c s
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
AND ZMA-2015-0001 APPROVED ON FEBRUARY 10, 2016.
VARIATION 110 APPROVED TO REDUCE THE OVERALL AMOUNT OF REQUIRED
NON-RESIDENTIAL SQUARE FOOTAGE IN BLOCK 3 FROM 10,000SF TO 7,000SF APPROVED DECEMBER 5, 2012.
EXIS77NG USES
BLOCK 3A,B - 25 TOWNHOUSE UNITS(6 AFFORDABLE)
BLOCK 1A - 34 APARTMENTS(5-1 BEDROOM)
BLOCK 1A - 29,074 S.F. COMMERCIAL
BUILDING SETBACKS:
ALL MINIMUM SETBACKS FOR RESIDENTIAL &COMMERCIAL ARE 0 FEET.
`r��PROP.
USE / DENSITY.•
BLOCK 3C - 112 TOKIVH USE UNI
C CIA TS
BLOCK 1B - 19,355 S.F. COMMERCIALBLOCK
CE.
1B - 32 APARTMENT UNITS(3-1 BEDROOM)ene
BLOCK 1B - 7 TOWNHOUSE UNITS LCBUILDING
HEIGHT.•
0 IE
G
l��DRAINAGE
DISTRICT,
LICKINGHOLE CREEK
WATERSHED.
S. RIVANNA RESERVOIR
TOPOGRAPHY.
EXISTING BLOCK 3 TOPO AUGMENTED WITH RGA ASBUILT SURVEY.
UTILITY ASBUILTS FROM COLLINS ENGINEERING PLANS DATED FEB. 28, 2011.
BLOCK 1 TOPOGRAPHY TAKEN FORM J. BELL AERIAL SURVEY & COMPLIED FIELD
ASBUILT INFORMATION. FIELD VERIFIED BY S17E INSPECTION ON SEPT 3, 2013.
EXISTING CONDITIONS
THE EXISTING UTILITIES AND INFRASTRUCTURE VARIES SIGNIFICANTLY FROM
THE APPROVED PLANS. REFER TO EX. CONDITIONS PLANS FOR ASBUILT & COMPILED
LOCATIONS OF UTILITIES, LATERALS, INVERTS, EXISTING GRADES & STRUCTURES.
PROVIDED PARKING: A SHARED COMMUNITY PARKING ARRANGEME T EXISTS FOR BLOCK 3, PHASE A & B
BLOCK 1 = 211 SHARED SURFACE SPACES (INLCUDING 21 GARAGE SPACES) & 31 ONSTREET PARKING SPACES
BLOCK 2 = 90 SURFACE SPACES, 78 GARAGE SPACES
BLOCK 3 = 104 POOL SHARED SPACES, 20 ONSTEET PARKING SPACES, 76 DRIVEWAY & GARAGE SPACES
SHARED PARKING ANALYSIS USING SHOPPING CENTER DESIGNATION
TOTAL SPACES PROVIDED =379 PARKING SPACES PROVIDED(COMBINED BLOCK 1&2 W/SHARE OF 20.59)
210 SPACES PROWDED(BLOCK 3 W/ SHARE OF 129)
INCLUDES ONSTEET PARKING SPACES ADJACENT TO EACH BLOCK
SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET
REQUIRED PARKING BLOCK 1 - 386 SPACES
SHOPPING CENTER - BASED ON 4.75 SPACES/1,000 S.F.
BLOCK 2 - ASSISTED LIVING CENTER = 36 SPACES
INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS)
BLOCK 2 - 52 ROOM HOTEL SITE = 52 SPACES
INCLUDES RESTURAUNT AND ASSEMBLY REQUIREMENTS
BLOCK 3 - 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE)
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.
CRITOr-SLOPFS'' `V6CRIi77� SLaPffEXl31"97H/N_7�PfizIrrT LI m1
FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD
INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
PUBLIC ONSITE PUBLIC WATER AND SEWER EXTENSIONS FOR BLOCK 1 & J.
UTILITIES: SEE UTILITY SPECIFICATIONS & DETAILS.
EXISTING
STORMWATER SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B- FINAL SITE PLAN" &
MANAGEMENT WPO-2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN".
EXIS77NG
EROSION CONTROL SEE APPROVED SDP 2009-093 "OLD TAIL BLOCK 38- FINAL SITE PLAN" FOR
MEASURES: PHASE 1 EROSION CONTROL MEASURES AND DETAILS. PHASE 2 IS INCLUDED HEREIN.
SWM & EC
MEASURES: SEE WPO 2013-0052 FOR EROSION CONTROL & STORMWATER MANAGEMENT
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES
AND DETAILS.
RETAINING WALLS: RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING
4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEER DESIGN. WALLS REQUIRE INSPECTION FROM THE BULDING
DIVISION PER USBC.
ACCESSIBILITY.: ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN
1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
EXISTING DEVELOPMENT AREA
MARCH MOUNTAIN PROPERTIES LLC.
PHASE 'A' /
/ LANE
? \ BEIGHTS PROPTIES
/ II, LLC
BLOCK 4, PHASE 'D'
i /
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Remliinder of Block 1
1.43 Acres
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\ MARCH MOUNTAIN PROPERTIES LLC.
Block 1, 4.34 Acres
OLD TRAIL VILLAGE
BLOCK 1, PHASE B & BLOCK 3 PHASE C
1 " = 100'
IT
SHEET 1------- COVER SHEET
WOMBOURNE'
LANE
SHEET 2-------- EXISTING CONDITIONS
SHEET 3-------- SITE PLAN
SHEET 4-------- UTILITY PLAN
SHEET 5 ------ GRADING PLAN
1
3
G0Lf DRIVE
OLD TRAIL
VILLAGE
0
0
VICINITY MAP 1--SCALE
1
& WATERLINE PROFILES
SHEET 7 ------ TYPICAL SECTION, NOTES & DETAILS
SHEET 8------- STORM SEWER PROFILE & CONSTRUCTION NOTES & DETAILS
SHEET 9 ------ DRAINAGE AREA MAP
SHEET 10 ----- STORM SEWER COMPS & DETAILS
E 11 ----- C
SHEET 12 ------ PARKING ANALYSIS
SHEET 13-------- EXISTING & PROPOSED EASEMENTS
SHEET 14 ------ LIGHTING PLAN
SHEET 15 ----CUT SHEETS
zi�
CONTRACTOR'S RECORD DRAWING REQUIREMENTS:
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL
CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF
'REDLINES'. 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO
DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL
CONSTRUC11ON DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR
SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
• REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED
• ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE,
AND OTHER RELEVANT INFORMATION
• CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED
AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES'
• IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED'
• USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE
ORDER NUMBERS OR RELATED DOCUMENTS
• USE CLEAR LETTERING
• NEVER FREMOVELOLDLVALUES OR DETAILS, JUST REDLINELOR LXuJHROUGH THEM. IF THEREJS NO ROOM FOR THE NEW
VALUE,IiYOU-CAN GO TOFTHEIBIDE[AND REDLINE THE REPLACEMENT VALUE.
• PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION,
ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC
• BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED
(EXAMPLE: SEWER LATERALS)
• PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
• CROSS OUT ANY PLAN REFERENCE TO iAPPROVED EQUALI AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE
USED DURING THE CONSTRUCTION PROCESS
• ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES,
EARTHWORK, ETC. SHALL BE REDLINED.
• RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT
AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
• ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING
• CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY
SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET
OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS
SHOWN". SEE SHEET 25 FOR FULL LIST OF CONTRACTOR REQUIREMENTS.
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REVISIONS
OUNTY COMMENTS
5/29/19
OUNTY COMMENTS
2/4/20
DATE
April 16, 2019
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COUNTY COMMENTS
1 5/29/19
COUNTYCOMMENTS
2/4/20
DATE
April 16, 2019
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TABLE 1: OLD TRAIL VILLAGE SUMMARY OF PROPOSED DEVELOPMENT
BLOCK
PARCEL
AREA
(AC
BLOCK
CLASSIFIC
ATION
NON-
RESIDENTIAL
AREA (SO. FT.)
RETAIL
AREA
FTO.)
RESIDENTIAL UNITS
(1)
S.F.
DUN TSEHOUSE
S.F.
ATTACH
ED
UNITS
TOWN
UN TS
CONDO/
APARTMENT
TOTAL UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABLE
UNITS
TOTAL#
MARKET RATE
UNITS
OF
/ UNITS AL
REQUIRED
A`FFORDABL
E
SALE
FOR RENT
APARTMENT
S
ACCESSOR
TOTAL
BUNTS
CO UNITS COMPLETED
TOTAL
NUMBERFUNITS
OF
UNITS
ok
Block 1
Block 1/3
2
Block 3
4
Block 7
East Village
11
1A
16
3C
36
2.17
3.70
1.0
q.9
3.4
mixed use
mixed use
4, 331
20,000
10,855
14500
0
0
0
0
0
7
3
32
38
52
0
28
36
26
120
33
ITS
14.1
31
44
0
19
28
32
95
26
82%
85°h
0%
68 %
78%
123%
79%
79%
6
6
0
4
5
4
18
_ 5
0
0
7
6
0
0
7
8
0
8
8
6
15
7
18%
15%
0%
21
22%
23%
13%
21 %
1
0
0
2
3
2
(3)
2
7
2
6
3,750
46,029
0
1,727
0
0
0
0
0
0
0
0
0
0
25
13
0
0
1161
0.0
7A
0
0
6
0
0
0
2
0
0
30
7 Ph. 1
1.0
3.1
1.1
mixed use
mixed use
mixed use
N/A
0
4,500
Commercial
0
4,500
0
3
0
0
0
10
0
0
18
0
0
8
0
3.0
11.7
0.0
0
8
0
0
0
0
0
0
0
8
6
0
6
0
37.1
7 Ph. 2
0.7
0
0
0
0
26
0
0
0
0
0
0
2
0
0.0
7.4
Future
0
0
0
0
0
0
0
0
25
0
0
7 Ph 3
10
2.5
3.4
0
0
0
4.8
16
6.5
N/A
0
0
24
7
0
0
3
0
0
3
30
3.5
N/A
0
0
14
0
0
0
4.0
0
0
4
3
5.6
17/18
6.2
N/A
0
0
6
29
0
0
8
0
7
0
0
6
0
4.9
8.9
31B/C
1.2
3.7
mixed use
0
0
0
0
6
4
0
11
0
18
0
0
12/12c 115/
31A
13
14
5/20/2021
22
23
27
28/29A/35A
29A/35
32
35c
TOTAL
5.1
3.7
4.4
5.4
12.0
3.4
3.1
7.9
1.7
23.3
3.5
82.1
SF
mixed use
SF
N/A
SF
multi family
SF
SF
SF
SF
SF
0
3,000
0
360
0
0
0
0
0
0
0
101,870 - 50,529
0
0
0
0
0
0
0
0
0
0
0
31,582
30
29
20
0
0
0
9
24
13
80
8
270
7
0
0
0
30
13
0
4
2
12
0
125
13
0
0
0
15
0
16
0
0
0
0
163
0
0
0
190
0
0
0
0
0
0
0
281
50
29
20
190
45
13
25
28
15
92
8
848
9.8
7.9
4.5
35.2
3.7
3.8
8.1
3.5
8.8
3.9
2.3
10.3
47
29
20
161
45
13
25
28
21
85
17
766
", ..1---w,
94%
100%
100%
85%
100%
100%
100%
100%
140%
92%
215
90%
erc..onno
8
4
3
29
7
2
4
4
2
14
1
127
cnnimc
3
0
0
0
0
0
0
0
0
7
0
31
an n°a
0
0
0
29
0
0
0
0
0
0
0
48
'°A.°d
12
0
0
0
12
0
4
0
0
16
0
61
G27-4
15
0
0
29
12
0
4
0
0
23
0
140
NFT
30%
0%
0%
15 %
27%
0%E
16%
0%
0%
25%
0%
16%
RANKFn
8
4
3
0
6
2
0
4
2
9
i
12
12
15
29
3
4
94
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" v
MATERIAL. OUMENIMNS SHOWN ARE ABSOLUTE MINIMUM.
vY °•
° '•
EXPANSION JIXNTS AT INTERVALS NOT EXCEEDING 901.
HEIGHT OF
WALL.
"W IN FEET
THICKNESS
AT TOP
"A• IN FEET
THOIOIESS
AT BASE
R-AH
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AREA Ar
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2.63
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1-4$j"
1009
3.93
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10.83
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238S
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35.43
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$043
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Will
H - HEIGHT IN FT.
A -I'
BASE - 4110 H
EARTH - 100 LDS.
CONCRETE - IN LBS.
ANGLE OF REPM - t M/t' 1
3" DRAIN PIPE & APART
WEEP HOLE WITH 12•'x12"
PLASTIC HARDWARE CLOTH I/4"
MESH OR GALVANIZED STEEL
WIRE,MNIMW WIRE DIAMETER
0.03".s4 MESH HARDWARE
CLOTH ANCHORED FIRMLY TO
OUTSIDE OF STRUCTURE. -
WE BEARING. CAPACITY OF SOI-
ROCK MINIMUM ...... ,...
10000 20000 US'. PER SO, FT.
GRAVEL AND COARSE SAND WELL CEMENTED
0.000 20,000 LBS. PER So, IF
CLAY IN TRICK BEGS, ALWAYS DRY
12 DDO %,000 LBS. PER SO. FT,
CLAY IN TRICK BEDS, MODERATELY DRY
$ 000 12,000 LBS, PER S0. FT.
D. DRY, COMPACT, AND WELL CEA�IEfMTEBa
SAND.CLEAN, DR ..... --
OFT-
.000
ALLUVIAL ETC "..'......
-13
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SCALE 1" = 30'
30 15 0 30 60
I
SCALE IN FEET
OLD TRNL4050111MCKS 18181BLOCK 1 &MOLOCK 8C•BASE. J
ITICRL TALL OF ITV UCVRJ VIA 0II\VV1VI\LJ
5.) ALL UNITS ALONG ASHLAR AVENUE DEPICT A REAR DECK OR OVERHANG W/ 2 DRIVEWAYS SPACES PER UNIT.
ALL STRUCTURES, INCLUDING DECKS AND OVERHANGS SHALL REMAIN CLEAR(OUTSIDE) FROM ALL PUBLIC EASEMENTS. INTEGRALLY COLORED CONCRETE
6.) LIGHTING SHOWN AS PREVIOUSLY APPROVED WITH LOR #1. AMEDNMENT OF LIGHTING PROVIDED ON SHEET 14.
6" DEEP, 1/4' HONEY GRAVEL
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REVISIONS
OUNTY COMMENTS
5/29/19
RUNTY COMMENTS
214/20
DATE
April 16, 2019
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EX. M.H. OT 1-4
EX. MA, OT 1-3A TOP 91.33
TOP=689.95 INV,N! 83.83
INV(IN)=675.25 INV�OUT)=683.63
INV IN=675.25
INV OUT)=675.05
14�
)4' pI�71A
� 18' RCN / / bllNUMAM & IAYLUH
�� — ALL MINOR SITE PLAN ARCHED METER PIT (BTPMS)
UTILITY PLAN NOTES: �_�_;� / ' AMENDMENT CHANGES
1.) EXISTING WATER METERS AND SERVICE LINES ARE TO BE USED, REMOVED OR RELOCATED, AS APPLICABLE. OCCUR WITHIN THIS
2.) ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED (LIGHTLY SHADED) SHALL HAVE THE CONNECTIONS OUTLINED AREA. .LL l
DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS. 4 ,
3.) PROPOSED SEWER &WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
6.) SANITARY SEWER LATERALS SHOWN FROM PREVIOUS DESIGN. CONTRACTOR TO VERIFY 8" DIA AND UPSIZE IF NEEDED.
I BINGHAM & TAYLOR CAST IRON FRAME & COVER
7.2 THE CONTRACTOR IS TO CONTACT ACSA THREE 3 DAYS PRIOR TO THE WORK TO GET AN INSPECTOR ON SITE. I I R
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
THE ASBUILT PLANS & THE EXISTING STORM
SEWER THAT WAS LOCATED IN THE FIELD.
Catalog Numbers
Lid
Tile Size
Approx. 1
For Covers with
Size
I.D.
Wt, Lti 6.
Locking Lids
BTi-32
111/2"
13°
36.0
BTA-3
111/2"
20"
47.0
BTA-a
111/2"
21"
48.0
EX M.H.OT 1-6
Pj,TH Op DJ��
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Dustin E. Greene
Lic. No.
ado 5C8 �� }�w
.� rIP
F9` 10I- L�
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SCALE 1" = 30'
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SCALE IN FEET
OLD TRAII'CKS 1&3\BLOCK I&3CM.00K3C-BASE.DWG
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REVISIONS
OUNTY COMMENTS
5/29/19
OUNTY COMMENTS
214120
DATE
April 16, 2019
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8053
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REVISIONS
Aj COUNTY COMMENTS
5/29/19
,&COUNTY COMMENTS
2/4/20
DATE
April 16, 2019
Scale
1"=10,
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FILE NUMBER
8053
SHEET
5 of 15
I
OVERALL PARKING ANALYSIS
Shared, Deck Total Shared
Number 1 2or More Attached/ Square Parking or Lot Parking On street Shared %against
Location Phase Land -Use of Units Bedroom Bedrooms Detached Footage Required Provided Parking Defecit Defecit
Block 1
A
Commercial Phase 1
29,074
Apartments Phase l
5
29
Attached
66
0
(2.00/unit; 1.5/unit)
B
Brookley, Claremont, Old Trail, Golf Drives
31
Total Commercial Area of Shopping Center
>50,000 @5/1000 s.f.
Parking Adjustedw/Reconfiguration
CommercialPhase 11
19,355
(2.00/unit; 1.5/unit)
Apartments Phase 11
3
29
Attached
63
Total Commercial Parking
48,429
242
190
(2.25/unit) Adjusted for
1 guest prkg to be in
Townhouse
7
16
21
driveway
Block 1 sub -total
8
65
386
211
31
-144
Block 2
(13/1000sf)
A
Hotel Restaurant/Kitchen/Bar - gross
1,889
25
(1/75)
B
Hotel Event Space / Restaurant - gross
1,300
17
(1 per 3 units)
D
Assisted Living Apartments
67
22
17
(1 per units)
E
AL Nursing Care Apartments
40
10
(1 per units)
E
Nursing
16
4
(1 per 1 empl)
F
Employees
21
21
G
Parking Garage
78
78
(1/room)
H
Hotel
52
52
Surface parking phases 1 & 2
90
Block 2 sub -total
151
168
17
34
combined total blocks 1 & 2
537
379
48
-110
20.5%
on/off street 427
[Tom
SCALE 1" = 50'
50 25 0 50 100
SCALE IN FEET
L I J4EJI I I jU Desk .,...io0' io.iilao �/� �Flr
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COUNTY COMMENTS
5/29/19
COUNTY COMMENTS
2/4/20
DATE
April 16, 2019
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Block 3D 1 11
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Block 3A
EXISTING 24' L=23.00'
ACCESS EASEMENT R=13.0
DB.3925 PG.408(PLAT) _ _ --Z�s- 0 ' 051"
08, L=35.38'
ENE 41'23'42:E 126. �R=2o.00'
v S 11'20'52'
55E-01 --
/ =11�11.61� 3C-E 11
6A, / pG �6�F1L UTIL TY EASE ENT 55E-0
®� / BAD EM Nj z W I $ DB. 925 PG.4 8(PLAT) 3C-El
G51P GE EPS TT u 1 m 155E-2 � 8.5' SIDEWALK
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1 1 �/ 1 55E-01-3B-12 1' s
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VAR. WIDTH DRAINAGE MT. DP4 65 PG585PLA
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COUNTY COMMENTS
5/29/19
COUNTY COMMENTS
2/4/20
DATE
April 16, 2019
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COUNTY COMMENTS
W29/19
QCOUNTY COMMENTS
2/4/20
DATE
April 16, 2019
FILE NUMBER
8053
SHEET
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PRODUCT BUILDER Deep Junction Box
PHOTOMETRY
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HOUSING
DRD2 760 lm, 3000K DRo2A4768tl i
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Alternate Dimming andfor Emergency Lighting
PRaDULiLffiE APPtlLAtlaN APERTURE DRIVER OPSiON
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situ a ratings for compliancy In a wide rangeSUMMARY
sow b-1QV, Boo Im EM EM Driver. Integrated. Test Switch
100 0-10V, 100D lot Ems EM gAvor, Remote Test Switch
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provide more than t minutes
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safety regulations like NFPA
MOUNriNG; Pre-b,slalted mounting brackets Pillow vertical
adjustment of bar hangers up to 1'.
TL Luk'on L'1'EAr_W, 750Im
aL.w Lulron. LTEA2w . 600 Im
1 15'
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as 4003K
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852
100
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1 COUNTY COMMENTS
12af277V
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CODE BxAPE APERTURE ST.'LE P4N,SR OPTION
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379
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