6-Civil SP-SPDwgs.PDF
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- Solicitation number
- IFB-013-26-KM
- Issued by
- Leon County, Florida
About this file
The provided file is a comprehensive set of civil engineering and construction documents for the 507 W. Brevard Street Renovation Project in Tallahassee, Florida, prepared by Poole Engineering & Surveying, Inc. for the City of Tallahassee. The project involves the renovation of a building to become the Frenchtown Cultural Center and Museum, with detailed plans spanning multiple sheets including site plans, existing conditions, grading, erosion control, utility infrastructure, landscaping, and construction details. The documents are dated 04/17/2024 and represent 100% construction documents for the project.
The engineering plans reveal a complex renovation involving site improvements, utility modifications, and landscaping. The development area will transition from 3,935.90 square feet of existing impervious surface to 3,589.55 square feet, with an increase in green area from 10.75 to 820.61 square feet. The project includes utility work such as water service replacements, sewer service connections, and proposed utility easements. Landscape plans specify the introduction of 44 Muhly grass plants, 23 African iris, and 7 Podocarpus plants. The documents include detailed erosion control measures, construction sequencing notes, and accessibility compliance requirements, indicating a comprehensive approach to the renovation that prioritizes environmental management and accessibility standards.
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INDEX
Description:Sheet
2145 DELTA BOULEVARD, SUITE 100
VICINITY MAP
SITE
JOB NO.:
TALLAHASSEE, FLORIDA 32303
PROJECT DATA
COMMENTS:DATE:PAGE:
REVISIONS:
INITIAL:
SURVEYOR OF RECORD:
ENGINEER OF RECORD:
PLANS PREPARED BY:
PROJECT NAME:
OWNER:
DATE PREPARED: 04/17/24
C - 1
SITE PLAN
23443
ENVIRONMENTAL PLANS
FOR:
(850) 386-5117
TALLAHASSEE, FLORIDA 32303
2145 DELTA BOULEVARD, SUITE 100
POOLE ENGINEERING & SURVEYING, INC.
LICENSE NO. 006745
CHERYL L. POOLE, P.E. 42037
VICE PRESIDENT - ENGINEERING
PARCEL# 2136500516135 & 2136500516145
507 W. BREVARD STREET
TALLAHASSEE, FL 32304
CITY OF TALLAHASSEE
300 S ADAMS ST BOX A-15
TALLAHASSEE, FL 32301
C - 2
EXISTING CONDITIONS / DEMOLITION PLAN
CE
RTIFICATE
FLORIDA
CH
ER
YL CHAMBERS POOLE
PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
507 W. BREVARD STREET RENOVATION
507 W. BREVARD STREET RENOVATION
JAY ALAN KERI P.S.M. 5721
2145 DELTA BOULEVARD, SUITE 100
TALLAHASSEE, FLORIDA 32303 (850) 386-5117
GRADING PLANC - 3
LANDSCAPE PLANL - 1
CONSTRUCTION DETAILSD - 1
UTILITY PLANU - 1
EROSION CONTROL PLANC - 4
Tyler Harrison 04/17/2024
AutoCAD SHX Text No. 42037
AutoCAD SHX Text
STATE OF
SS
x
SS
x
SS
x
SSxSSxSSx
T
E
E
CDF
E
E
SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SANITARY MH
TOP ELEV= 111.43
INV ELEV (W)= 105.20
SANITARY MH
TOP ELEV=109.27
INV ELEV (E)=102.00
INV ELEV (N)= 100.02
INV ELEV (W)= 99.92
CURB INLET
TOP MH=
INV ELEV (SE)=102.20
N
° 5 6'
8"
W
7.
'(S
S89° 52' 05"W 15.60'(S) S89° 46' 05"W 44.28'(S)
S0 0°
9'
5"
E
9.
'(S
N89° 44' 07"E 51.63'(S)
S89° 46' 05"W 50.87'(S)
S0 0°
9'
5"
E
.1
6' (S
S0
° 0 2'
0"
E
.1
6' (D
S89° 54' 00"W 51.00'(D)WEST 15.60'(D)
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0"
W
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S0 ° 0
2'
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8.
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WEST 95.15'(D)N00° 07' 55"W 21.61'(S)
NORTH 21.61'(D)
N89° 56' 00"E 51.62'(D)
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N89° 44' 07"E 59.90'(S)
N
° 4 2'
1"
W
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'(S
BOX CUT IN GUTTER
ELEVATION =110.85
FIRC LS 4664
ELEVATION =109.10
1.3'
0.7'
0.8'
1.0'
PARCEL ID: 2136500516135
W x
W x
W x
W x
W x
W x
W x
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W x
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EAST 111.52 (D)
CURB INLET
TOP MH= 106.34
INV ELEV (SE)= 103.57
8.3'
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0'
40.00'
PARCEL ID: 2136500516140
40.00'44.40'
.1
0'
15.70'
.3
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8.10' 3.25' 2.
5'2.5' 47.60'
RAMP
PARCEL ID: 2136500516145
TRAFFIC SIGNAL WIRE
DEPRESSED CURB
UTILITY MARKER
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SANITARY MH
TOP ELEV= 110.61
INV ELEV (N)= 106.32
INV ELEV (S)= 105.72
SANITARY MH
TOP ELEV= 107.65
INV ELEV (N)= 103.15
INV ELEV (NE)= 103.68
INV ELEV (S)= 103.02
SANITARY MH
TOP ELEV = 111.54
WM
WV
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REMOVE 11" ELM TREE
REMOVE HEDGE ROW
DEMOLITION AREA 973 SF FIRC LS 4664
ELEVATION =109.10
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POINT OF COMMENCEMENT
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AMERICAN CONGRESS ON
NATIONAL SOCIETY OF
PROFESSIONAL SURVEYORS
SURVEYING & MAPPING
DEED INFORMATION
SURVEY INFORMATION
CITY OF TALLAHASSEE
AMERICAN LAND TITLE ASSOCIATION
BENCH MARKBM
PES
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POOLE ENGINEERING & SURVEYING
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SIRC SET IRON ROD & CAP LB NO. 6745 (5/8")
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FOUND CONCRETE MONUMENT 4"x4"
SET NAIL & CAP LB NO. 6745
SCM
LB NO. 6745 (4"x4")
SET CONCRETE MONUMENT
WITNESS POINT LB NO. 6745
REFERENCE POINT LB NO. 6745
MB MAIL BOX
CPED CABLE PEDESTAL
TPED TELEPHONE PEDESTAL
SIGN
D.E.P. DEPARTMENT OF ENVIRONMENTAL PROTECTION
T.E.C. TALQUIN ELECTRIC COOPERATIVE
H.O.A. HOME OWNERS ASSOCIATION
ICV IRRIGATION CONTROL VALVE
GA GUY ANCHOR
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TX TRANSFORMER PAD
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LSA LANDSCAPE AREA
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Sheet No.:
C-1
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C on su lta nt
Description:
EXISTING
CONDITIONS /
DEMOLITION PLAN
Jo b
Ti tle
W
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S tre et R en ov at io n Pr oj ec t #
Ph as e:
3.
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C on st ru ct io n D oc um en ts
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C ity o f T al la ha ss ee Ta lla ha ss ee
, F lo rid a
Se al
Architects Lewis + Whitlock 206 West Virginia St.
Tallahassee, Florida 32301 850,942.1718 www.think3d.net
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FLORIDA
CH
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PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C.
PO
OL
E
/17
/24
BP
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
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WV
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WV
AutoCAD SHX Text D
AutoCAD SHX Text
W. BREVARD STREET
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OLD BAINBRIDGE ROAD
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HEDGE
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LANDSCAPING AREA
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SHRUB
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4'' C.O. TOP EL= 111.67 INV EL= 108.23
AutoCAD SHX Text
42'' ELM
AutoCAD SHX Text
11'' ELM
AutoCAD SHX Text (110.91)
AutoCAD SHX Text (110.88)
AutoCAD SHX Text (110.92)
AutoCAD SHX Text (110.97)
AutoCAD SHX Text (111.07)
AutoCAD SHX Text (110.74)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.14)
AutoCAD SHX Text (110.94)
AutoCAD SHX Text (110.80)
AutoCAD SHX Text (110.82)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.01)
AutoCAD SHX Text (111.06)
AutoCAD SHX Text (109.58)
AutoCAD SHX Text (110.20)
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SHRUB
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
AutoCAD SHX Text S
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ONE STORY BRICK COMMERCIAL BUILDING NO. 507-509
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TWO STORY BRICK COMMERCIAL BUILDING NO. 505
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GV
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GV
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GV
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GV
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WV
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WV
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SITE BENCHMARK NO. 1
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SITE BENCHMARK NO. 2
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8'' WATER MAIN
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6'' FIRE LINE
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18'' RCP
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18'' RCP
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PARCEL ID: 2136500045080
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ADJACENT LESS & EXCEPT PARCEL
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ADJACENT LOTS 3 & 4 AND PART OF LOT 51
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CONC. MAST POLE
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POINT OF BEGINNING
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NORTHEAST CORNER LOT "A"
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POINT OF BEGINNING LESS & EXCEPT PARCEL
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SOUTH RIGHT-OF-WAY LINE
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MACOMB STREET
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PERPETUAL INGRESS/ EGRESS,
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USE, LANDSCAPING AND PARKING
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EASEMENT AGREEMENT
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ORB 4995, PAGE 1843
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EAST LINE LOT "A"
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WEST LINE MACOMB STREET
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TYPICAL FLOOR ELEVATION OBTAINED AS DIRECTED
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SND LB 6745
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5/8" FIRC LB 6590
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5/8" FIRC LS 4664
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FND LS 4664
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5/8" FIRC PSM 5557
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SIDEWALK EASEMENT
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ORB 5226, PAGE 1306
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GATE VALVE (4)
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ADDITON
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OWNER: ADAM BARDHI
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OWNER: CITY OF TALLAHASSEE
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OWNER: BIG BEND COMMUNITY DEVELOPMENT
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WM
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WV
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8'' PVC SANITARY
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WM
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CO
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ICV
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AutoCAD SHX Text No. 42037
T
E
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CDF
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SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SANITARY MH
TOP ELEV= 111.43
INV ELEV (W)= 105.20
N
° 5 6'
8"
W
7.
'(S
S89° 52' 05"W 15.60'(S) S89° 46' 05"W 44.28'(S)
S0 0°
9'
5"
E
9.
'(S
N89° 44' 07"E 51.63'(S)
S89° 46' 05"W 50.87'(S)
S89° 54' 00"W 51.00'(D)WEST 15.60'(D)
N O
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TH
7.
'(D
N 0°
9'
0"
W
8.
'(D
S0 ° 0
2'
0" E
8.
'(D
WEST 95.15'(D)N00° 07' 55"W 21.61'(S)
NORTH 21.61'(D)
N89° 56' 00"E 51.62'(D)
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
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N89° 44' 07"E 59.90'(S)
N
° 4 2'
1"
W
9.
'(S
BOX CUT IN GUTTER
ELEVATION =110.85
FIRC LS 4664
ELEVATION =109.10
1.3'
0.7'
0.8'
1.0'
PARCEL ID: 2136500516135
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
EAST 111.52 (D)
CURB INLET
TOP MH= 106.34
INV ELEV (SE)= 103.57
8.3'
.0
0'
40.00'
PARCEL ID: 2136500516140
40.00'
15.70'
.3
0'
8.10' 3.25' 2.
5'2.5' 47.60'
RAMP
PARCEL ID: 2136500516145
TRAFFIC SIGNAL WIRE
DEPRESSED CURB
LIGHT POLE TYP.
SS
x
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SO
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SS x
SANITARY MH
TOP ELEV= 110.61
INV ELEV (N)= 106.32
INV ELEV (S)= 105.72
SANITARY MH
TOP ELEV = 111.54
WM
WV
W x
W x
W x
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W x
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W x
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SSx SSx SSx SSx
Wx Wx Wx Wx Wx
SSx
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SSx
SS
x
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x
SS
x
SS
x
SS
x
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x
SS
x
SS
x
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x
SS
x
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x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
FIRC LS 4664
ELEVATION =109.10
SO
U
TH
8.
'(D
WM
WV
W x
W x
W x
W x
Wx Wx Wx Wx Wx
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SSx
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ADA PAD
MYRTLE CLUSTER
Electrical
Gallery
Gallery
Mech/Jan.
004 Mech/Jan.
RR Vestibule ADA Unisex RR
Gallery
ADA Unisex RR
006 FE
C
7' SIDEWALK
PROPOSED
UTILITY EASEMENT
PROPOSED
UTILITY EASEMENT
TABULATION OF DEVELOPMENT AREA
TYPE EXISTING (SF) EXISTING % PROPOSED (SF) PROPOSED %
TOTAL BUILDING AREA
(SF) (FOOTPRINT) 3,935.90 89.25 2,938.65 66.63
MISC. CONCRETE AREA
(SF) 463.51 10.51 650.90 14.76
TOTAL IMPERVIOUS
AREA (SF) 4,399.41 99.76 3,589.55 81.39
GREEN AREA (SF) 10.75 0.24 820.61 18.61
TOTAL AREA (SF) 4,410.16 100.00 4,410.16 100.00
OFFSITE CONCRETE AREA = 55.81 SF
0 10' 20'
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Sheet No.:
C-2
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C on su lta nt
Description:
SITE PLAN
Jo b
Ti tle
W
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S tre et R en ov at io n Pr oj ec t #
Ph as e:
3.
0%
C on st ru ct io n D oc um en ts
C lie nt
C ity o f T al la ha ss ee Ta lla ha ss ee
, F lo rid a
Se al
Architects Lewis + Whitlock 206 West Virginia St.
Tallahassee, Florida 32301 850,942.1718 www.think3d.net
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FLORIDA
CH
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YL CHAMBERS POOLE
PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C.
PO
OL
E
/17
/24
BP
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text
W. BREVARD STREET
AutoCAD SHX Text
OLD BAINBRIDGE ROAD
AutoCAD SHX Text
LANDSCAPING AREA
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
4'' C.O. TOP EL= 111.67 INV EL= 108.23
AutoCAD SHX Text
42'' ELM
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ONE STORY BRICK COMMERCIAL BUILDING NO. 507-509
AutoCAD SHX Text
TWO STORY BRICK COMMERCIAL BUILDING NO. 505
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text S
AutoCAD SHX Text
SITE BENCHMARK NO. 1
AutoCAD SHX Text
SITE BENCHMARK NO. 2
AutoCAD SHX Text
8'' WATER MAIN
AutoCAD SHX Text
6'' FIRE LINE
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
ADJACENT LESS & EXCEPT PARCEL
AutoCAD SHX Text
ADJACENT LOTS 3 & 4 AND PART OF LOT 51
AutoCAD SHX Text
CONC. MAST POLE
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text
NORTHEAST CORNER LOT "A"
AutoCAD SHX Text
POINT OF BEGINNING LESS & EXCEPT PARCEL
AutoCAD SHX Text
SOUTH RIGHT-OF-WAY LINE
AutoCAD SHX Text
MACOMB STREET
AutoCAD SHX Text
PERPETUAL INGRESS/ EGRESS,
AutoCAD SHX Text
USE, LANDSCAPING AND PARKING
AutoCAD SHX Text
EASEMENT AGREEMENT
AutoCAD SHX Text
ORB 4995, PAGE 1843
AutoCAD SHX Text
EAST LINE LOT "A"
AutoCAD SHX Text
WEST LINE MACOMB STREET
AutoCAD SHX Text
TYPICAL FLOOR ELEVATION OBTAINED AS DIRECTED
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
5/8" FIRC LB 6590
AutoCAD SHX Text
5/8" FIRC LS 4664
AutoCAD SHX Text
FND LS 4664
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SIDEWALK EASEMENT
AutoCAD SHX Text
ORB 5226, PAGE 1306
AutoCAD SHX Text
GATE VALVE (4)
AutoCAD SHX Text
OWNER: ADAM BARDHI
AutoCAD SHX Text
OWNER: CITY OF TALLAHASSEE
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
8'' PVC SANITARY
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text No. 42037
SS
x
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x
SS
x
SSxSSxSSx
T
E
E
CDF
E
E
SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SANITARY MH
TOP ELEV= 111.43
INV ELEV (W)= 105.20
SANITARY MH
TOP ELEV=109.27
INV ELEV (E)=102.00
INV ELEV (N)= 100.02
INV ELEV (W)= 99.92
CURB INLET
TOP MH=
INV ELEV (SE)=102.20
N
° 5 6'
8"
W
7.
'(S
S89° 52' 05"W 15.60'(S) S89° 46' 05"W 44.28'(S)
S0 0°
9'
5"
E
9.
'(S
N89° 44' 07"E 51.63'(S)
S89° 46' 05"W 50.87'(S)
S0 0°
9'
5"
E
.1
6' (S
S0
° 0 2'
0"
E
.1
6' (D
S89° 54' 00"W 51.00'(D)WEST 15.60'(D)
N O
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TH
7.
'(D
N 0°
9'
0"
W
8.
'(D
S0 ° 0
2'
0" E
8.
'(D
WEST 95.15'(D)N00° 07' 55"W 21.61'(S)
NORTH 21.61'(D)
N89° 56' 00"E 51.62'(D)
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
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N89° 44' 07"E 59.90'(S)
N
° 4 2'
1"
W
9.
'(S
BOX CUT IN GUTTER
ELEVATION =110.85
FIRC LS 4664
ELEVATION =109.10
1.3'
0.7'
0.8'
1.0'
PARCEL ID: 2136500516135
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
EAST 111.52 (D)
CURB INLET
TOP MH= 106.34
INV ELEV (SE)= 103.57
8.3'
.0
0'
40.00'
PARCEL ID: 2136500516140
40.00'
15.70'
.3
0'
8.10' 3.25' 2.
5'2.5' 47.60'
RAMP
PARCEL ID: 2136500516145
TRAFFIC SIGNAL WIRE
DEPRESSED CURB
UTILITY MARKER
LIGHT POLE TYP.
SS
x
SS
x
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x
SO
U
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'(D
89°56'0"'
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SANITARY MH
TOP ELEV= 110.61
INV ELEV (N)= 106.32
INV ELEV (S)= 105.72
SANITARY MH
TOP ELEV= 107.65
INV ELEV (N)= 103.15
INV ELEV (NE)= 103.68
INV ELEV (S)= 103.02
SANITARY MH
TOP ELEV = 111.54
WM
WV
W x
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SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
FIRC LS 4664
ELEVATION =109.10
SO
U
TH
8.
'(D
WM
WV
W x
W x
W x
W x
Wx Wx Wx Wx Wx
SSx
SSx
SSx
SC
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ADA PAD
MYRTLE CLUSTER
Electrical
Gallery
Gallery
Mech/Jan.
004 Mech/Jan.
RR Vestibule ADA Unisex RR
Gallery
ADA Unisex RR
006 FE
C
111.00110.80110.60 111.00
SDSDSDSDSDSDSD
SD
SD
4" HDPE ROOF DRAIN
CO INV. 109.0'
CO INV. 108.4'
CO INV. 106.8'
CO INV. 104.0'
6" HDPE ROOF DRAIN
RECONSTRUCT SLOPE TO A MAXIMUM
3:1 GRADE COVERING FOUNDATION
WORK AT BUILDING. STABILIZE WITH
LANDSCAPING AND C350 COMPOSITE
TURF REINFORCEMENT MAT.
110109
0 10' 20'
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Sheet No.:
C-3
PH
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DR
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C on su lta nt
Description:
GRADING PLAN
Jo b
Ti tle
W
. B re va rd
S tre et R en ov at io n Pr oj ec t #
Ph as e:
3.
0%
C on st ru ct io n D oc um en ts
C lie nt
C ity o f T al la ha ss ee Ta lla ha ss ee
, F lo rid a
Se al
Architects Lewis + Whitlock 206 West Virginia St.
Tallahassee, Florida 32301 850,942.1718 www.think3d.net
RE
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CE
RTIFICATE
FLORIDA
CH
ER
YL CHAMBERS POOLE
PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CONTRACTOR NOTICE 2023 (EFFECTIVE DECEMBER 31, 2023)
THE CONTRACTOR & OWNER WILL BE HELD ACCOUNTABLE DURING CONSTRUCTION FOR ALL SITE
IMPROVEMENTS. COMPLIANCE WITH FLORIDA STATUTES 553.5041 (F.S.), AND THE 2023 FLORIDA BUILDING CODE, ACCESSIBILITY, 8TH EDITION (FBC-A), IS MANDATORY. IF NON-COMPLIANT AT FINAL INSPECTION, CONTRACTOR WILL BE REQUIRED TO MODIFY CONSTRUCTION TO COMPLY WITH F.S. FBC-A
& FBC-B. THE FOLLOWING ITEMS TAKE PRECEDENCE AND SUPERSEDE OTHER SITE DETAILS ON
DRAWINGS:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE NO LESS THAN 44”
WIDE SO THAT USERS WILL NOT BE COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES
EXCEPT BEHIND HIS OR HER OWN VEHICLE. RE: §208.3 & §502.3, FBC-A AND F.S. 553.5041. -
2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SERVING A PARTICULAR BUILDING SHALL BE
LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM THE ACCESSIBLE (H/C) PARKING TO AN
ACCESSIBLE ENTRANCE. §208.3.1 FBC-A & F.S. 553.5041(5)(B). -
3. ACCESSIBLE PARKING SPACES SHALL BE 12 FT WIDE & OUTLINED WITH BLUE PAINT. §502.2 &
§502.6 FBC-A,
4. ACCESS AISLES REQUIRED ADJACENT TO PARKING SPACES SHALL BE 5 FT WIDE WITH DIAGONAL
STRIPING. §502.3.1, FBC-A
5. ACCESSIBLE PARKING AND ACCESS AISLES SHALL BE LEVEL (NOT TO EXCEED 1:48) ON A STABLE, FIRM & SLIP RESISTANT SURFACE. RE: §302.1 & §502.4. FBC-A
6. ACCESSIBLE PARKING IDENTIFICATION SIGNS SHALL BE FDOT APPROVED AND SHALL READ
'PARKING BY DISABLED PERMIT ONLY' AND SHALL INDICATE A $250 FINE FOR ILLEGAL USE. INSTALL SIGNS A MINIMUM 60 INCHES FROM THE GROUND TO THE BOTTOM OF THE SIGN(S). RE: §502.6 FBC-A
AND F.S 553.5041.
7. CURB RAMPS SHALL NOT EXCEED 1:12 SLOPE, AND CURB RAMP FLARES SHALL NOT EXCEED 1:10 SLOPE. CURB RAMPS AND FLARED SIDES SHALL NOT ENCROACH UPON PARKING SPACES, ACCESS AISLES, OR VEHICULAR TRAFFIC LANES. THE COUNTER SLOPE OF ADJACENT ROAD SURFACES &
GUTTERS SHALL NOT EXCEED 1:20. RE: §405.2 & §406., FBC-A
8. CURB RAMPS SHALL HAVE A LANDING WITH A MINIMUM CLEAR LENGTH AND WIDTH OF 36” SHALL BE LOCATED AT THE TOP SIDE OF EACH CURB RAMP, A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP (EXCLUDING FLARED SIDES) LEADING TO IT. EXCEPTION: FOR ALTERATIONS, WHERE THERE IS NO LANDING, CURB RAMP FLARES SHALL BE PROVIDED, AND SHALL NOT BE STEEPER THAN 1:12 SLOPE. RE:
§406.4 FBC-A
9. ALL RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL PROVIDE EDGE PROTECTION COMPLYING WITH §405.9 FAC-A. RAMPS SHALL HAVE 60 INCHES MIN LEVEL LANDINGS AT THE TOP & BOTTOM. RE:
§405.7. FBC-A.
10. ALL RAMPS WITH A RISE GREATER THAN 6” SHALL HAVE HANDRAILS ON BOTH SIDES WITH 12” HORIZONTAL EXTENSIONS AT THE TOP & BOTTOM OF THE RAMP. MAXIMUM RISE OF A RAMP RUN IS 30 INCHES ON AN ACCESSIBLE ROUTE. RE: §1012.8 FBC-B (FLORIDA BUILDING CODE - BUILDING) AND
§505.10 FBC-A.
11. ACCESSIBLE ROUTES TO “MAIN ENTRY” FROM AN ACCESSIBLE PARKING SPACE, AND FROM THE “PUBLIC WAY”, SHALL NOT EXCEED 1:20 SLOPE UNLESS RAMPS WITH PROPER HANDRAILS & HANDRAIL EXTENSIONS ARE PROVIDED AND WITH A CROSS SLOPE NOT IN EXCESS OF 1:48. RE: §206, §402 AND
§403., FBC-A.
12. *CONNECT BUILDINGS WITHIN THE SAME SITE WITH AN ACCESSIBLE ROUTE WHICH SHALL NOT EXCEED 1:20 SLOPE (UNLESS RAMPS AND HANDRAILS ARE PROVIDED) AND A MAXIMUM CROSS SLOPE
OF 1:48. RE: §206 FBC-A.
* EXCEPTION: AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED BETWEEN ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES IF THE ONLY MEANS OF ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT PROVIDING PEDESTRIAN ACCESS. RE: §206.2.2 FBC-A
C.
PO
OL
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/17
/24
BP
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text
W. BREVARD STREET
AutoCAD SHX Text
OLD BAINBRIDGE ROAD
AutoCAD SHX Text
LANDSCAPING AREA
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
4'' C.O. TOP EL= 111.67 INV EL= 108.23
AutoCAD SHX Text
42'' ELM
AutoCAD SHX Text (110.91)
AutoCAD SHX Text (110.88)
AutoCAD SHX Text (110.92)
AutoCAD SHX Text (110.97)
AutoCAD SHX Text (111.07)
AutoCAD SHX Text (110.74)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.14)
AutoCAD SHX Text (110.94)
AutoCAD SHX Text (110.80)
AutoCAD SHX Text (110.82)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.01)
AutoCAD SHX Text (111.06)
AutoCAD SHX Text (109.58)
AutoCAD SHX Text (110.20)
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text S
AutoCAD SHX Text
ONE STORY BRICK COMMERCIAL BUILDING NO. 507-509
AutoCAD SHX Text
TWO STORY BRICK COMMERCIAL BUILDING NO. 505
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text
SITE BENCHMARK NO. 1
AutoCAD SHX Text
SITE BENCHMARK NO. 2
AutoCAD SHX Text
8'' WATER MAIN
AutoCAD SHX Text
6'' FIRE LINE
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
PARCEL ID: 2136500045080
AutoCAD SHX Text
ADJACENT LESS & EXCEPT PARCEL
AutoCAD SHX Text
ADJACENT LOTS 3 & 4 AND PART OF LOT 51
AutoCAD SHX Text
CONC. MAST POLE
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text
NORTHEAST CORNER LOT "A"
AutoCAD SHX Text
POINT OF BEGINNING LESS & EXCEPT PARCEL
AutoCAD SHX Text
SOUTH RIGHT-OF-WAY LINE
AutoCAD SHX Text
MACOMB STREET
AutoCAD SHX Text
PERPETUAL INGRESS/ EGRESS,
AutoCAD SHX Text
USE, LANDSCAPING AND PARKING
AutoCAD SHX Text
EASEMENT AGREEMENT
AutoCAD SHX Text
ORB 4995, PAGE 1843
AutoCAD SHX Text
EAST LINE LOT "A"
AutoCAD SHX Text
WEST LINE MACOMB STREET
AutoCAD SHX Text
TYPICAL FLOOR ELEVATION OBTAINED AS DIRECTED
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
5/8" FIRC LB 6590
AutoCAD SHX Text
5/8" FIRC LS 4664
AutoCAD SHX Text
FND LS 4664
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SIDEWALK EASEMENT
AutoCAD SHX Text
ORB 5226, PAGE 1306
AutoCAD SHX Text
GATE VALVE (4)
AutoCAD SHX Text
OWNER: ADAM BARDHI
AutoCAD SHX Text
OWNER: CITY OF TALLAHASSEE
AutoCAD SHX Text
OWNER: BIG BEND COMMUNITY DEVELOPMENT
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
8'' PVC SANITARY
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text No. 42037
E
CDF
E
E
SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SANITARY MH
TOP ELEV= 111.43
INV ELEV (W)= 105.20
N
° 5 6'
8"
W
7.
'(S
S89° 52' 05"W 15.60'(S) S89° 46' 05"W 44.28'(S)
S0 0°
9'
5"
E
9.
'(S
N89° 44' 07"E 51.63'(S)
S89° 46' 05"W 50.87'(S)
S89° 54' 00"W 51.00'(D)WEST 15.60'(D)
N O
R
TH
7.
'(D
N 0°
9'
0"
W
8.
'(D
S0 ° 0
2'
0" E
8.
'(D
WEST 95.15'(D)N00° 07' 55"W 21.61'(S)
NORTH 21.61'(D)
N89° 56' 00"E 51.62'(D)
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
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N89° 44' 07"E 59.90'(S)
N
° 4 2'
1"
W
9.
'(S
BOX CUT IN GUTTER
ELEVATION =110.85
FIRC LS 4664
ELEVATION =109.10
1.3'
0.7'
0.8'
1.0'
PARCEL ID: 2136500516135
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
EAST 111.52 (D)
CURB INLET
TOP MH= 106.34
INV ELEV (SE)= 103.57
8.3'
.0
0'
40.00'
PARCEL ID: 2136500516140
40.00'
15.70'
.3
0'
8.10' 3.25' 2.
5'2.5' 47.60'
RAMP
PARCEL ID: 2136500516145
TRAFFIC SIGNAL WIRE
DEPRESSED CURB
UTILITY MARKER
LIGHT POLE TYP.
SS
x
SS
SO
U
TH
8.
'(D
89°56'0"'
SS
x
SS
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SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS x
SS x
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SS x
SANITARY MH
TOP ELEV= 110.61
INV ELEV (N)= 106.32
INV ELEV (S)= 105.72
SANITARY MH
TOP ELEV= 107.65
INV ELEV (N)= 103.15
INV ELEV (NE)= 103.68
INV ELEV (S)= 103.02
WM
WV
W x
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SSx SSx SSx SSx
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FIRC LS 4664
ELEVATION =109.10
SO
U
TH
8.
'(D
WM
WV
W x
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W x
W x
Wx Wx Wx Wx Wx
SSx
SSx
SSx
SC
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AR
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N G
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N T
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ADA PAD
MYRTLE CLUSTER
Electrical
Gallery
Gallery
Mech/Jan.
004 Mech/Jan.
RR Vestibule ADA Unisex RR
Gallery
ADA Unisex RR
006 FE
C
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
111.00110.80110.60 111.00
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SILT FENCE
SDSDSDSDSDSDSD
SD
SD
SILT FENCE
110109
- DENOTES INLET PROTECTION
- DENOTES CONSTRUCTION ENTRANCE
- DENOTES TREE REMOVAL
- DENOTE SILT FENCE
LEGEND:
IP
CE
SF
- TREE BARRICADETB
- DENOTE HAY BALEHB
- DENOTES IMPACTED TO REMAINIR
MAINTENANCE PLAN FOR EROSION CONTROLS:
1. SILT FENCES. CHECK DAMS AND OTHER CONTROLS WILL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC ON A SILT FENCE OR HAY BALE DECOMPOSE OR BECOME OTHERWISE INEFFECTIVE, THE FABRIC OR HAY BALE SHALL BBE REPLACED
PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF OF THE
HEIGHT OF THE BARRIER.
4. DURING ALL PHASES OF CONSTRUCTION, THE CONSTRUCTION ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD AND SEDIMENTS ONTO PUBLIC STREETS OR GUTTER AREAS. ANY SEDIMENTS OR MUD SPILLED, DROPPED, WASTED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS SHALL BE RECOVERED AND CLEANED UP IMMEDIATELY.
5. INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES TO MINIMIZE SEDIMENTS FROM ENTERING THE STORM DRAIN CONVEYANCE SYSTEM AND
STORMWATER FACILITY.
6. ANY AREA THAT WILL REMAIN INACTIVE FOR MORE THAN 10 DAYS WILL REQUIRE STABILIZATION WITH FAST GROWING SEED OR SOD.
7. ROOT PRUNING WILL OCCUR PRIOR TO ANY EXCAVATION AND IS NECESSARY WHERE THE EXCAVATION LINE INTERSECTS THE CPZ OF THOSE IMPACTED TREES. IF
ALL WORK IS AT OR ABOVE GRADE, NO ROOT PRUNING SHOULD BE DONE. ALL PRUNED / CUT ROOTS EXPOSED ARE TO BE COVERED AS SOON AS POSSIBLE WITH
TOPSOIL OR MULCH.
8. FOLLOWING ROOT PRUNING AND THROUGH SUBSTANTIAL COMPLETION OF THE PROJECT, THE TREES SHOULD BE WATERED AT THE RATE EQUIVALENT TO 1" OF RAINFALL PER WEEK. WATERING WILL BE ADJUSTED AS REQUIRED BY THE WEATHER CONDITIONS.
9. FIVE INCHES OF ORGANIC MULCH SHOULD BE INSTALLED WITHIN THE CPZ OF THE IMPACTED TREES.
10. ALL ARBORICULTURAL WORK IS TO BE SUPERVISED BY A CERTIFIED ARBORIST.
INSPECTIONS:
A. INSPECTIONS MUST OCCUR AT LEAST ONCE A WEEK AND WITHIN
24 HOURS OF THE END OF A STORM EVENT THAT IS 0.5 INCHES
OR GREATER.
B. STORMWATER CONTROL OFFICER TO BE DETERMINED PRIOR TO
PRE-CONSTRUCTION CONFERENCE.
C. THE CONTRACTOR SHALL ENSURE THAT A FOREMAN OR
SUPERVISOR WHO HAS BEEN CERTIFIED UNDER FLORIDA
STORMWATER, EROSION AND SEDIMENTATION CONTROL
INSPECTOR TRAINING PROGRAM IS AVAILABLE IN PERSON OR BY
TELEPHONE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES.
D. IF PROPOSED EROSION AND SEDIMENTATION CONTROLS ARE
FOUND INEFFECTIVE OR IN NEED OF MAINTENANCE, THE
ENVIRONMENTAL INSPECTOR MAY DIRECT INSTALLATION OF
ADDITIONAL MEASURES TO PROTECT THE ENVIRONMENT. THE
ENGINEER SHALL FURNISH THE CONTRACTOR WITH
INFORMATION PERTAINING TO THE CONSTRUCTION, OPERATION
AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
PRACTICES.
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Sheet No.:
C-4
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C on su lta nt
Description:
EROSION PLAN
Jo b
Ti tle
W
. B re va rd
S tre et R en ov at io n Pr oj ec t #
Ph as e:
3.
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C on st ru ct io n D oc um en ts
C lie nt
C ity o f T al la ha ss ee Ta lla ha ss ee
, F lo rid a
Se al
Architects Lewis + Whitlock 206 West Virginia St.
Tallahassee, Florida 32301 850,942.1718 www.think3d.net
RE
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FLORIDA
CH
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YL CHAMBERS POOLE
PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C.
PO
OL
E
/17
/24
BP
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text
W. BREVARD STREET
AutoCAD SHX Text
OLD BAINBRIDGE ROAD
AutoCAD SHX Text
LANDSCAPING AREA
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
4'' C.O. TOP EL= 111.67 INV EL= 108.23
AutoCAD SHX Text
42'' ELM
AutoCAD SHX Text (110.91)
AutoCAD SHX Text (110.88)
AutoCAD SHX Text (110.92)
AutoCAD SHX Text (110.97)
AutoCAD SHX Text (111.07)
AutoCAD SHX Text (110.74)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.14)
AutoCAD SHX Text (110.94)
AutoCAD SHX Text (110.80)
AutoCAD SHX Text (110.82)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.01)
AutoCAD SHX Text (111.06)
AutoCAD SHX Text (109.58)
AutoCAD SHX Text (110.20)
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ONE STORY BRICK COMMERCIAL BUILDING NO. 507-509
AutoCAD SHX Text
TWO STORY BRICK COMMERCIAL BUILDING NO. 505
AutoCAD SHX Text
WV
AutoCAD SHX Text S
AutoCAD SHX Text
SITE BENCHMARK NO. 1
AutoCAD SHX Text
SITE BENCHMARK NO. 2
AutoCAD SHX Text
8'' WATER MAIN
AutoCAD SHX Text
6'' FIRE LINE
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
PARCEL ID: 2136500045080
AutoCAD SHX Text
ADJACENT LESS & EXCEPT PARCEL
AutoCAD SHX Text
ADJACENT LOTS 3 & 4 AND PART OF LOT 51
AutoCAD SHX Text
CONC. MAST POLE
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text
NORTHEAST CORNER LOT "A"
AutoCAD SHX Text
POINT OF BEGINNING LESS & EXCEPT PARCEL
AutoCAD SHX Text
SOUTH RIGHT-OF-WAY LINE
AutoCAD SHX Text
MACOMB STREET
AutoCAD SHX Text
PERPETUAL INGRESS/ EGRESS,
AutoCAD SHX Text
USE, LANDSCAPING AND PARKING
AutoCAD SHX Text
EASEMENT AGREEMENT
AutoCAD SHX Text
ORB 4995, PAGE 1843
AutoCAD SHX Text
EAST LINE LOT "A"
AutoCAD SHX Text
WEST LINE MACOMB STREET
AutoCAD SHX Text
TYPICAL FLOOR ELEVATION OBTAINED AS DIRECTED
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
5/8" FIRC LB 6590
AutoCAD SHX Text
5/8" FIRC LS 4664
AutoCAD SHX Text
FND LS 4664
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SIDEWALK EASEMENT
AutoCAD SHX Text
ORB 5226, PAGE 1306
AutoCAD SHX Text
OWNER: ADAM BARDHI
AutoCAD SHX Text
OWNER: CITY OF TALLAHASSEE
AutoCAD SHX Text
OWNER: BIG BEND COMMUNITY DEVELOPMENT
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
8'' PVC SANITARY
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text X
AutoCAD SHX Text No. 42037
E
CDF
E
E
SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SANITARY MH
TOP ELEV= 111.43
INV ELEV (W)= 105.20
N
° 5 6'
8"
W
7.
'(S
S89° 52' 05"W 15.60'(S) S89° 46' 05"W 44.28'(S)
S0 0°
9'
5"
E
9.
'(S
N89° 44' 07"E 51.63'(S)
S89° 46' 05"W 50.87'(S)
S0 0°
9'
5"
E
.1
6' (S
S89° 44' 07"W 335.23'(S)
S0 ° 0
2'
0" E
.1 6'
(D
S89° 54' 00"W 51.00'(D)WEST 15.60'(D)
N O
R
TH
7.
'(D
N 0°
9'
0"
W
8.
'(D
S0 ° 0
2'
0" E
8.
'(D
WEST 95.15'(D)N00° 07' 55"W 21.61'(S)
NORTH 21.61'(D)
N89° 56' 00"E 51.62'(D)
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
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N89° 44' 07"E 59.90'(S)
N
° 4 2'
1"
W
9.
'(S
BOX CUT IN GUTTER
ELEVATION =110.85
FIRC LS 4664
ELEVATION =109.10
1.3'
0.7'
0.8'
1.0'
PARCEL ID: 2136500516135
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
S89° 44' 07"W 275.23'(S)
EAST 111.52 (D)
CURB INLET
TOP MH= 106.34
INV ELEV (SE)= 103.57
8.3'
.0
0'
40.00'
PARCEL ID: 2136500516140
40.00'
15.70'
.3
0'
8.10' 3.25' 2.
5'2.5' 47.60'
RAMP
PARCEL ID: 2136500516145
TRAFFIC SIGNAL WIRE
DEPRESSED CURB
UTILITY MARKER
LIGHT POLE TYP.
SS
x
SS
x
SS
x
SO
U
TH
8.
'(D
89°56'0"'
SS
x
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SS
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SS x
SANITARY MH
TOP ELEV= 110.61
INV ELEV (N)= 106.32
INV ELEV (S)= 105.72
SANITARY MH
TOP ELEV= 107.65
INV ELEV (N)= 103.15
INV ELEV (NE)= 103.68
INV ELEV (S)= 103.02
SANITARY MH
TOP ELEV = 111.54
WM
WV
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FIRC LS 4664
ELEVATION =109.10
SO
U
TH
8.
'(D
WM
WV
W x
W x
W x
W x
Wx Wx Wx Wx Wx
SSx
SSx
SSx
SC
O
O
TE
R P
AR
KI
N G
S
IG
N T
YP
ADA PAD
MYRTLE CLUSTER
Electrical
Gallery
Gallery
Mech/Jan.
004 Mech/Jan.
RR Vestibule ADA Unisex RR
Gallery
ADA Unisex RR
006 FE
C
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SEWER SERVICE
C.O. INV. 106.13'
71 LF 4" PVC
@ 2% SLOPE
INV. 104.28'
SEWER SERVICE
C.O. INV. 105.7'
PROPOSED 5/8" RPZ
REPLACE CONCRETE
SIDEWALK AS NEEDED TO
PROVIDE WATER SERVICE
EXISTING 5/8"
WATER METER
PROPOSED 1" HDPE
WATER SERVICE
PROPOSED
UTILITY EASEMENT
SEWER SERVICE
C.O. INV. 105.8'
REPAIR / REPLACE
SIDEWALK AS NEEDED
REMOVE EXISTING ASPHALT IN
PARKING LOT AND REPLACE
PER UTILITY TRENCH DETAIL.
RESTRIPE TO MATCH.
PROPOSED
UTILITY EASEMENT
0 10' 20'
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Sheet No.:
U-1
PH
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DR
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N:
DA
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C on su lta nt
Description:
UTILITY PLAN
Jo b
Ti tle
W
. B re va rd
S tre et R en ov at io n Pr oj ec t #
Ph as e:
3.
0%
C on st ru ct io n D oc um en ts
C lie nt
C ity o f T al la ha ss ee Ta lla ha ss ee
, F lo rid a
Se al
Architects Lewis + Whitlock 206 West Virginia St.
Tallahassee, Florida 32301 850,942.1718 www.think3d.net
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CE
RTIFICATE
FLORIDA
CH
ER
YL CHAMBERS POOLE
PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
NOTE:
ALL WATER AND SEWER CONSTRUCTION MUST BE IN
ACCORDANCE WITH THE LATEST EDITION OF THE
"CITY OF TALLAHASSEE TECHNICAL SPECIFICATION
FOR WATER AND SEWER CONSTRUCTION".
04/23/2024
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text
W. BREVARD STREET
AutoCAD SHX Text
OLD BAINBRIDGE ROAD
AutoCAD SHX Text
LANDSCAPING AREA
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
4'' C.O. TOP EL= 111.67 INV EL= 108.23
AutoCAD SHX Text
42'' ELM
AutoCAD SHX Text (110.91)
AutoCAD SHX Text (110.88)
AutoCAD SHX Text (110.92)
AutoCAD SHX Text (110.97)
AutoCAD SHX Text (111.07)
AutoCAD SHX Text (110.74)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.14)
AutoCAD SHX Text (110.94)
AutoCAD SHX Text (110.80)
AutoCAD SHX Text (110.82)
AutoCAD SHX Text (111.00)
AutoCAD SHX Text (111.01)
AutoCAD SHX Text (111.06)
AutoCAD SHX Text (109.58)
AutoCAD SHX Text (110.20)
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ONE STORY BRICK COMMERCIAL BUILDING NO. 507-509
AutoCAD SHX Text
TWO STORY BRICK COMMERCIAL BUILDING NO. 505
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
WV
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WV
AutoCAD SHX Text S
AutoCAD SHX Text
SITE BENCHMARK NO. 1
AutoCAD SHX Text
SITE BENCHMARK NO. 2
AutoCAD SHX Text
8'' WATER MAIN
AutoCAD SHX Text
6'' FIRE LINE
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
PARCEL ID: 2136500045080
AutoCAD SHX Text
ADJACENT LESS & EXCEPT PARCEL
AutoCAD SHX Text
ADJACENT LOTS 3 & 4 AND PART OF LOT 51
AutoCAD SHX Text
CONC. MAST POLE
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text
NORTHEAST CORNER LOT "A"
AutoCAD SHX Text
POINT OF BEGINNING LESS & EXCEPT PARCEL
AutoCAD SHX Text
SOUTH RIGHT-OF-WAY LINE
AutoCAD SHX Text
MACOMB STREET
AutoCAD SHX Text
PERPETUAL INGRESS/ EGRESS,
AutoCAD SHX Text
USE, LANDSCAPING AND PARKING
AutoCAD SHX Text
EASEMENT AGREEMENT
AutoCAD SHX Text
ORB 4995, PAGE 1843
AutoCAD SHX Text
EAST LINE LOT "A"
AutoCAD SHX Text
WEST LINE MACOMB STREET
AutoCAD SHX Text
TYPICAL FLOOR ELEVATION OBTAINED AS DIRECTED
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
5/8" FIRC LB 6590
AutoCAD SHX Text
5/8" FIRC LS 4664
AutoCAD SHX Text
FND LS 4664
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SIDEWALK EASEMENT
AutoCAD SHX Text
ORB 5226, PAGE 1306
AutoCAD SHX Text
GATE VALVE (4)
AutoCAD SHX Text
OWNER: ADAM BARDHI
AutoCAD SHX Text
OWNER: CITY OF TALLAHASSEE
AutoCAD SHX Text
OWNER: BIG BEND COMMUNITY DEVELOPMENT
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
8'' PVC SANITARY
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text No. 42037
E
CDF
E
E
SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx
SANITARY MH
TOP ELEV= 111.43
INV ELEV (W)= 105.20
N
° 5 6'
8"
W
7.
'(S
S89° 52' 05"W 15.60'(S) S89° 46' 05"W 44.28'(S)
S0 0°
9'
5"
E
9.
'(S
N89° 44' 07"E 51.63'(S)
S89° 46' 05"W 50.87'(S)
S89° 44' 07"W 335.23'(S)
S89° 54' 00"W 51.00'(D)WEST 15.60'(D)
N O
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7.
'(D
N 0°
9'
0"
W
8.
'(D
S0 ° 0
2'
0" E
8.
'(D
WEST 95.15'(D)N00° 07' 55"W 21.61'(S)
NORTH 21.61'(D)
N89° 56' 00"E 51.62'(D)
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx
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N89° 44' 07"E 59.90'(S)
N
° 4 2'
1"
W
9.
'(S
BOX CUT IN GUTTER
ELEVATION =110.85
FIRC LS 4664
ELEVATION =109.10
1.3'
0.7'
0.8'
1.0'
PARCEL ID: 2136500516135
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
S89° 44' 07"W 275.23'(S)
EAST 111.52 (D)
CURB INLET
TOP MH= 106.34
INV ELEV (SE)= 103.57
8.3'
.0
0'
40.00'
PARCEL ID: 2136500516140
40.00'
15.70'
.3
0'
8.10' 3.25' 2.
5'2.5' 47.60'
RAMP
PARCEL ID: 2136500516145
TRAFFIC SIGNAL WIRE
DEPRESSED CURB
LIGHT POLE TYP.
SS
x
SS
x
SS
x
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8.
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89°56'0"'
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS x
SS x
SS x
SS x
SANITARY MH
TOP ELEV= 110.61
INV ELEV (N)= 106.32
INV ELEV (S)= 105.72
SANITARY MH
TOP ELEV = 111.54
WM
WV
W x
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SS
FIRC LS 4664
ELEVATION =109.10
SO
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8.
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WM
WV
W x
W x
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Wx Wx Wx Wx Wx
SSx
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ADA PAD
MYRTLE CLUSTER
Electrical
Gallery
Gallery
Mech/Jan.
004 Mech/Jan.
RR Vestibule ADA Unisex RR
Gallery
ADA Unisex RR
006 FE
C
MUHLY GRASS (44)
AFRICAN IRIS (23) PODOCARPIS (7)
PLANTING SCHEDULE
BOTANICAL NOMENCLATURESYMBOL QUANTITY COMMON NAME SIZE / SPACING / COMMENTS
1 GALLON, 3' ON CENTER MUHLY GRASS Muhlenbergia capillaris44
PLANTING NOTES
A. ALL PLANTS SHALL BE GRADED AS FLORIDA NO. 1 OR BETTER AS DESCRIBED IN THE LATEST VERSION OF F.D.A.C.S. "GRADES AND STANDARDS FOR NURSERY PLANTS" PARTS 1 AND 2. PLANTS
SHALL BE PLANTED SO THAT THE MOST PLEASING SIDE IS MOST VISIBLE.
B. ALL WORK PERFORMED SHALL MEET OR EXCEED THE ENVIRONMENTAL MANAGEMENT
ORDINANCE AND THE STANDARDS OF GOOD NURSERY PRACTICE.
C. MULCH TO A MINIMUM OF 3" COMPACTED THICKNESS WITH MULCHED WOOD, PINE BARK OR
APPROVED EQUAL. SEE PLANTING DETAILS.
D. SOD SHALL BE LAID SOLIDLY IN ALL AREAS DISTURBED BY CONSTRUCTION. AREAS OF SLOPE GREATER THAN 4:1 SHALL BE STABILIZED PRIOR TO SODDING AND SOD SHALL BE PINNED TO PREVENT
EROSION. LANDSCAPE INSTALLER SHALL GUARANTEE ALL SODDED SLOPES
E. LANDSCAPE INSTALLER SHALL GUARANTEE ALL PLANTS FOR ONE YEAR. AFTER ONE YEAR'S
TIME. THE OWNER WILL MAINTAIN THE LANDSCAPING AND TREES IN PERPETUITY.
F. ALL PLANTS, MATERIALS AND WORK PERFORMED ARE SUBJECT TO THE APPROVALS OF POOLE
ENGINEERING & SURVEYING, INC. AND THE OWNER.
G. NO SUBSTITUTIONS OR CHANGES SHALL BE MADE TO THE DESIGN WITHOUT APPROVAL BY
POOLE ENGINEERING & SURVEYING, INC. , OWNER & THE ENVIRONMENTAL INSPECTOR. MAJOR
CHANGES WILL REQUIRE A REVISION TO THE ENVIRONMENTAL MANAGEMENT PERMIT.
H. IRRIGATION SHALL BE INSTALLED TO INSURE 100% COVERAGE OF ALL PLANTED & GRASSED
AREAS. HOSE BIBS MAY BE USED WITHIN A MAXIMUM RADIUS OF 100 FT.
I. THE PLANTING VOLUME FOR ONE OR MORE TREES SHALL BE A MINIMUM OF 1200 CUBIC FEET WITH A MINIMUM WIDTH OF 12 FEET AND DEPTH OF 3 FEET. CONSTRUCTION GRADE FILL MATERIAL WITHIN PLANTING AREAS SHALL BE EXCAVATED TO A DEPTH OF THREE FEET BELOW THE FINISHED
GRADE OF THE PLANTING AREA AND REPLACED WITH A NONCOMPACTED "FRIABLE" TOPSOIL.
NUTGRASS INFESTED SOIL IS NOT ACCEPTABLE AND MAY NOT BE USED IN ANY MANNER.
WATERING REQUIREMENTS:
WATERING FOR PLANT ESTABLISHMENT - WATER ALL PLANTS EVERY DAY FOR TWO WEEKS, EVERY
OTHER DAY FOR TWO WEEKS, AND TWICE WEEKLY FOR TWO MONTHS, AT A RATE OF 1" PER
APPLICATION. WATERING MAY BE SKIPPED WHEN LOCAL RAIN CONDITIONS EQUAL THE ABOVE RATES.
AFTER THE INITIAL 90 DAY ESTABLISHMENT PERIOD, PLANTS SHOULD ONLY BE WATERED WHEN LOCAL
RAIN CONDITIONS ARE LESS THAN 1" PER WEEK FOR AN EXTENDED PERIOD.
FERTILIZATION REQUIREMENTS:
FERTILIZE ALL PLANTS AT TIME OF INSTALLATION WITH A BALANCED, COMPLETE FERTILIZER OF
NEUTRAL CHARACTER WITH AN 18-6-12 FORMULATION, AT THE MANUFACTURERS RECOMMENDED
RATE OF APPLICATION. NO OTHER FERTILIZATION IS REQUIRED, BUT MAY BE CONTINUED AS ABOVE, WITH ANNUAL APPLICATIONS IN MARCH OF EACH YEAR.
NOTE: PLANT SPECIES HAVE BEEN SELECTED WHICH ARE CAPABLE OF THRIVING IN THE LOCAL ENVIRONMENT WITHOUT CONTINUOUS IRRIGATION AND FERTILIZATION. AFTER THE INITIAL 90 DAY
ESTABLISHMENT PERIOD, WATERING AND FERTILIZING SHOULD ONLY OCCUR WHEN LOCAL
CONDITIONS DETERIORATE TO THE POINT THAT NATIVE/NATURALIZED PLANTS WILL NOT THRIVE.
SPREAD
NOT TO SCALE
SHRUB PLANTING DETAIL
REMOVE
CONTAINER
H
EI
G H
T
6"
8"
GRADE
TOP OF ROOTBALL
IS EVEN WITH FINISHED
MULCH SEE PLANTING NOTES
PLANTING MIX
COMPACTED LIGHTLY
PLANTING MIX CONSISTING
OF 50% ON SITE SOIL AND
FORM EARTH SAUCER W\
4" CONTINUOUS RIM
50% CLEAN TOP SOIL W/FERTILIZER
8"
4" TOPSOIL
1 GALLON, 3' ON CENTER AFRICAN IRIS Dietes iridioides23
3 GALLON, 4' ON CENTER PODOCARPIS Podocarpis7
0 10' 20'
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Sheet No.:
L-1
PH
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DR
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N:
DA
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C on su lta nt
Description:
LANDSCAPE PLAN
Jo b
Ti tle
W
. B re va rd
S tre et R en ov at io n Pr oj ec t #
Ph as e:
3.
0%
C on st ru ct io n D oc um en ts
C lie nt
C ity o f T al la ha ss ee Ta lla ha ss ee
, F lo rid a
Se al
Architects Lewis + Whitlock 206 West Virginia St.
Tallahassee, Florida 32301 850,942.1718 www.think3d.net
RE
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SC
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CE
RTIFICATE
FLORIDA
CH
ER
YL CHAMBERS POOLE
PROFESSIONAL ENGINE
ER
This item has been digitally signed and sealed by Cheryl L. Poole on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C.
PO
OL
E
/17
/24
BP
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text D
AutoCAD SHX Text
W. BREVARD STREET
AutoCAD SHX Text
OLD BAINBRIDGE ROAD
AutoCAD SHX Text
LANDSCAPING AREA
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
4'' C.O. TOP EL= 111.67 INV EL= 108.23
AutoCAD SHX Text
42'' ELM
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ONE STORY BRICK COMMERCIAL BUILDING NO. 507-509
AutoCAD SHX Text
TWO STORY BRICK COMMERCIAL BUILDING NO. 505
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
GV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text S
AutoCAD SHX Text
SITE BENCHMARK NO. 1
AutoCAD SHX Text
SITE BENCHMARK NO. 2
AutoCAD SHX Text
8'' WATER MAIN
AutoCAD SHX Text
6'' FIRE LINE
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
18'' RCP
AutoCAD SHX Text
ADJACENT LESS & EXCEPT PARCEL
AutoCAD SHX Text
ADJACENT LOTS 3 & 4 AND PART OF LOT 51
AutoCAD SHX Text
CONC. MAST POLE
AutoCAD SHX Text
POINT OF BEGINNING
AutoCAD SHX Text
NORTHEAST CORNER LOT "A"
AutoCAD SHX Text
POINT OF BEGINNING LESS & EXCEPT PARCEL
AutoCAD SHX Text
SOUTH RIGHT-OF-WAY LINE
AutoCAD SHX Text
MACOMB STREET
AutoCAD SHX Text
PERPETUAL INGRESS/ EGRESS,
AutoCAD SHX Text
USE, LANDSCAPING AND PARKING
AutoCAD SHX Text
EASEMENT AGREEMENT
AutoCAD SHX Text
ORB 4995, PAGE 1843
AutoCAD SHX Text
EAST LINE LOT "A"
AutoCAD SHX Text
WEST LINE MACOMB STREET
AutoCAD SHX Text
TYPICAL FLOOR ELEVATION OBTAINED AS DIRECTED
AutoCAD SHX Text
SND LB 6745
AutoCAD SHX Text
5/8" FIRC LB 6590
AutoCAD SHX Text
5/8" FIRC LS 4664
AutoCAD SHX Text
FND LS 4664
AutoCAD SHX Text
5/8" FIRC PSM 5557
AutoCAD SHX Text
SIDEWALK EASEMENT
AutoCAD SHX Text
ORB 5226, PAGE 1306
AutoCAD SHX Text
GATE VALVE (4)
AutoCAD SHX Text
OWNER: ADAM BARDHI
AutoCAD SHX Text
OWNER: CITY OF TALLAHASSEE
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text
8'' PVC SANITARY
AutoCAD SHX Text
WM
AutoCAD SHX Text
WV
AutoCAD SHX Text S,I.
AutoCAD SHX Text E
AutoCAD SHX Text No. 42037
CONSTRUCTION SEQUENCECONSTRUCTION NOTES
NOTE: ALL CURB CUT RAMPS SHALL BE
CONSTRUCTED AS PER F.D.O.T. INDEX 522-002
AND ALL SIDEWALK SHALL BE CONSTRUCTED
PER FDOT INDEX 522-001.
1. THE CONTRACTOR SHALL POST THE ENVIRONMENTAL PERMIT PLACARD IN AN OBVIOUS LOCATION AND PROTECT FROM WEATHER. THE PERMIT SHALL NOT BE
POSTED TO A TREE.
2. A PRE-CONSTRUCTION MEETING SHALL BE HELD PRIOR TO ANY SITE WORK INCLUDING CLEARING OR GRADING. THE ENGINEER OF RECORD SHALL SET THE MEETING DATE AND THE MEMBERS OF THE MEETING WILL INCLUDE THE ENVIRONMENTAL INSPECTOR, GENERAL CONTRACTOR, ARBORIST, SITE CONTRACTOR, UTILITY CONTRACTOR, CITY UTILITIES INSPECTOR, AND THE ENGINEER OF RECORD, AT A MINIMUM.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
4. LIMITS OF CLEARING SHALL BE ESTABLISHED AS WELL AS TREE BARRICADES AND OTHER EROSION CONTROL MEASURES AS DESCRIBED IN THE
CONSTRUCTION PLANS OR DIRECTED BY THE ENVIRONMENTAL INSPECTOR.
5. THE CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED SUCH THAT MINIMAL SOIL MATERIAL IS TRACKED ONTO THE PUBLIC ROADS. IN THE EVENT
MATERIAL IS TRACKED ONTO THE ROADS, THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR STREET SWEEPING OR OTHER MEASURES TO REMOVE SUCH
MATERIAL FROM THE ROADS.
6. CLEARING THE REMAINDER OF THE SITE AREA MAY BEGIN ONLY WITH THE APPROVAL OF THE EROSION CONTROL MEASURES BY THE…
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