APPENDIX A - 35 Concept Drawings.pdf
PDF 30 MB Posted
- Attached to
- Single Award Construction Contract (SACC) Indefinite Delivery Indefinite Quantity (IDIQ)s Federal contract opportunity
- Solicitation number
- 70CMSW26R00000012
- Issued by
- Immigration and Customs Enforcement
About this file
This is an appendix containing concept drawings for the ICE Single Award Construction Contract (SACC) Indefinite Delivery Indefinite Quantity (IDIQ) solicitation. The appendix provides visual representations and design concepts related to the Service Processing Center (SPC) facilities that are subject to construction, renovation, and repair work under this solicitation. These concept drawings serve as reference materials for offerors to understand the scope and nature of potential construction projects that may be issued as task orders under the resulting IDIQ contracts. The drawings are intended to illustrate facility configurations, layouts, and design considerations relevant to ICE's mission-critical facility needs at owned Service Processing Centers throughout and outside the continental United States.
View the file
Other files for this federal contract opportunity
Show all 47
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET ID
U S
I M
M
IG
R A
T
IO
N A
N D
C U
S T
O M
S
E N
F O
R C
E M
E N
T
IC
E
D
E L
E G
A T
E D
D R
IV
E
O R
L A
N D
O F
L
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
SOLICITATION NO.: 70CMSW22Q00000001
ISSUE DATE:
M A
R K
D E
S C
R
IP
T
IO
N
K Z
F D
E S
IG
N
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
C
M S
W Q
Z
D
K Z
F N
P L
CONTRACT NO.: 70Z05018DKZFNPL08
FINAL SUBMITTAL (35%)
NOT FOR CONSTRUCTION
MCB
H U
T Z
E L
G-000
C O
V E
R S
H E
E T
F T
B E
N N
IN
G
G
E O
R G
IA
S
C H
M
IT
Z
S C
H M
IT
Z
S C
H M
IT
Z
-0
-2
J A
N
F
IN
A L
S U
B M
IT
T
A L
IM
M
IG
R
A T
IO
N
C
U S
T O
M S
E N
F O
R C
E M
E N
T
IC
E
01-06-2023
FT BENNING, GEORGIA
IMMIGRATION & CUSTOMS ENFORCEMENT (ICE)
MAIN CLASSROOM BUILDING
U.S. DEPARTMENT OF
HOMELAND SECURITY
ADVANCED TRAINING OPERATIONS CENTER
VICINITY MAP LOCATION MAP
I. APPLICABLE CODES
UFC CODE: UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6
UFC 1-200-01 DOD BUILDING CODE
UFC 4-021-01 DESIGN AND O&M: MASS NOTOFICATION SYSTEMS, WITH CHANGE 1
BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC 2018)
FIRE CODE: INTERNATIONAL FIRE CODE (IFC 2018)
MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC 2018)
PLUMBING CODE: INTERNATIONAL PLUMBING CODE (IPC 2018)
NFPA CODES: 13 (2019), 72 (2019), 101 FOR MEANS OF EGRESS REQUIREMENTS (2018)
II. BUILDING CLASSIFICATIONS AND LIMITATIONS
A. PRIMARY USE GROUP: NON-SEPARATED MIXED USE IBC 508.3. SEE CODE ANALYSIS FOR FURTHER DETAIL.
B. CONSTRUCTION TYPE
THE BUILDING WILL BE CONSTRUCTION TYPE IIB.
III. MEANS OF EGRESS
A. OCCUPANCY LOAD FACTORS
B. OCCUPANCY LOAD CALCULATIONS AND EGRESS
REQUIREMENTS EGRESS WIDTH BY CODE
IV CONSTRUCTION
A. SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
B MAXIMUM TRAVEL DISTANCES
DISTANCES ARE BASED ON BUILDING BEING PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM.
C. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)
BUILDING CONSTRUCTION
TYPE
USE GROUP SPRINKLER ALLOWABLE HEIGHTS
& STORIES
ACTUAL HEIGHTS &
STORIES
ALLOWABLE
AREA
ACTUAL
AREA
CLASSROOM IIB B, A-3, S-2, YES 75ft., 3 STORIES 30ft - 8in, 3 STORIES 28,500ft²
BUILDING NFPA 101 TABLE 7.3.1.2:: MAXIMUM FLOOR AREA
ALLOWANCES PER OCCUPANT
ACCESSORY STORAGE / MEP SPACES 500 GROSS
15 NET
BUSINESS, CIRCULATION 150 GROSS
ASSEMBLY - UNCONCENTRATED (TABLES & CHAIRS)
CODE LEVEL COMPONENTS CAPACITY FACTOR
NFPA 101 TABLE 7.3.1.1 0.2 INCHES PER PERSON
C = CAPACITY, IN PERSONS, ROUNDED TO THE NEAREST INTEGER.
STORAGE S-2
EXIT ACCESS TRAVEL DISTANCE 400ft
BUSINESS
300ft
ASSEMBLY
250ft
BUILDING ELEMENT FIRE RATING (HOURS)
TYPE IIB
STRUCTURAL FRAME * INCLUDING COLUMNS, GIRDERS, TRUSSES 0
X < 5 = 1 HOUR
5 ≤ X < 10 = 1 HOUR
10 ≥ = 0 HOUR
COLUMNS
EXTERIOR WALLS, BASED ON FIRE SEPARATION DISTANCE (FSD)
BEARING INTERIOR WALLS AND PARTITIONS
FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS, JOISTS
ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS, JOISTS
17634.6ft²
BUSINESS - CONCENTRATED 50 GROSS
LOCKER ROOMS 50 GROSS 1 HOURFLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS, COLUMNS - ELECTRICAL ROOMS, STAIRWELL, ELEVATOR CONTROL ROOM, ANY OTHER RATED CONTRUCTION
OCCUPANCY MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE
WITH SPRINKLER SYSTEM (FEET)
A 75ft FOR LESS THAN OR EQUAL TO 50 OCCUPANTS, 20ft FOR MORE THAN 50 OCCUPANTS. PER NFPA
SECTION 12.2.5.1.2
100ft
100ft
B
S
SHEET ID
U S
I M
M
IG
R A
T
IO
N A
N D
C U
S T
O
F O
R C
E M
E N
T
IC
E
D
E L
E G
A T
E D
D R
IV
E
O R
L A
N D
O F
L
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
K Z
F D
E S
IG
N
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
C
M S
W Q
Z
D
K Z
F N
P L
NOT FOR CONSTRUCTION
MCB
H U
T Z
E L
G-002
B U
IL
D
IN
G
C O
D E
S U
M M
A R
Y
F T
B E
N N
IN
G
G
E O
R G
IA
K
L a w re n c e
A L o c k w o o d
E B a b c o c k
J A
N
,2
J A
N
F
IN
A L
S U
B M
IT
T
A L
IM
M
IG
R
A T
IO
N
C
U S
T O
M 'S
E N
F O
R C
E M
E N
T
IC
LOBBY
COUSELING
OFFICE
UNISEX
RESTROOM
WORK
ROOM /
ADMIN
STOR
GEAR
LOCKER
ROOM
TEAM
ROOM
TEAM
ROOM
CORRIDOR
BREAKROOM
MEN
WOMEN
JANITOR
STORAGE
GEAR
LOCKER
ROOM
MECH /
ELECT
TEL/COM
CONFERENCE
CLASSROOM
CLASSROOM
CONTROL/
STORAGE
120MECHANICAL
CORRIDOR
848.9 ft²
ASSEMBLY -
UNCONCENTRATED
15 57
935.2 ft²
ASSEMBLY -
UNCONCENTRATED
15 63
466.5 ft²
ASSEMBLY -
UNCONCENTRATED
15 98
655.8 ft²
BUSINESS
100 7
1232.4 ft²
CLASSROOM
20 62
1233.8 ft²
CLASSROOM
20 62
646.2 ft²
BUSINESS
100 4
EXIT
335 140
EXIT
122A
335 108
EXIT
335 2
EXIT
118B
170 62
EXIT
119B
170 62
EXIT
335 2
EXIT
122B
335 139
0 NCNP
122A
0 NCNP
0 NCNP
118B
0 NCP
119B
0 NCP
0 NCNP
122B
0 NCNP
0 NCP
0 NCP
0 NCNP
119A
0 NCP
118A
0 NCP
0 NCNP
CP: 72'-11"
TD: 125'-2"
CP: 66'-7"
TD: 75'-10"
D
K
A
E
F
G
H
J
4 6
5 7 8 109 11
463.3 ft²
ASSEMBLY -
UNCONCENTRATED
15 31
0 NCP
EXIT
170 1
FUNCTION OF SPACEIDENTIFIER
OCCUPANT
LOAD FACTOR
ACCESSORY STORAGE AREAS,
MECHANICAL EQUIPMENT ROOM
300 GROSS
ASSEMBLY -
UNCONCENTRATED 15 NET
BUSINESS AREA 100 GROSS
CLASSROOM AREA 20 NET
LOCKER ROOMS
* OCCUPANCY LOAD FACTORS ARE FROM TABLE 1004.1.2 OF THE IBC.
50 GROSS
SMOKE PARTITION
WALL TYPE LEGEND:
EGRESS CAPACITY TAG LEGEND
EXIT DESIGNATION
ACTUAL USE
EXIT CAPACITY
EGRESS CAPACITY TAG LEGEND
OCCUPANCY USE
GROUP
OCCUPANCY USE GROUP
SPACE AREA
OCCUPANT LOAD
OCCUPANT LOAD FACTOR
TRAVEL DISTANCE LEGEND
DEAD END
COMMON PATH OF TRAVEL
TRAVEL DISTANCE
DE XXXmm
CP XXXmm
TD XXXmm
DOOR HARDWARE / WALL PENETRATION LEGEND
###=FIRE RATING IN MINUTES
##=PANIC HARDWARE: P=YES, NP=NO
##=SELF CLOSING: C=YES, NC=NO
FIRE EXTINGUISHER LEGEND
DRY CHEMICAL - ABC
DRY CHEMICAL - BC
A
W
A=FIRE RATING IN MINUTES
W=TYPE OF PENETRATION
Door#
SHEET ID
U S
I M
M
IG
R A
T
IO
N A
N D
C U
S T
O
F O
R C
E M
E N
T
IC
E
D
E L
E G
A T
E D
D R
IV
E
O R
L A
N D
O F
L
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
K Z
F D
E S
IG
N
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
C
M S
W Q
Z
D
K Z
F N
P L
NOT FOR CONSTRUCTION
MCB
H U
T Z
E L
G-003
L
IF
E S
A F
E T
Y P
L A
N
F T
B E
N N
IN
G
G
E O
R G
IA
K
L a w re n c e
A L o c k w o o d
E B a b c o c k
J A
N
,2
J A
N
F
IN
A L
S U
B M
IT
T
A L
IM
M
IG
R
A T
IO
N
C
U S
T O
M 'S
E N
F O
R C
E M
E N
T
IC
E
1/8" = 1'-0"G-003
01 LIFE SAFETY PLAN
DOOR HARDWARE - LEVEL 1
DOOR NUMBER FIRE RATING
PANIC
HARDWARE SELF CLOSING
100 0 NP NC
122A 0 NP NC
115 0 NP NC
118B 0 P NC
119B 0 P NC
121 0 NP NC
122B 0 NP NC
107 0 P NC
106 0 P NC
109 0 NP NC
119A 0 P NC
118A 0 P NC
117 0 NP NC
116 0 P NC
118B 0 P NC
EXIT TABLE - LEVEL 1
STAIR /
EXIT
DOOR
WIDTH
DOOR WIDTH
FACTOR
DOOR
CAPACITY
EXIT
CAPACITY
ACTUAL
USE
EXIT 100 67 0.2 335 335 140
EXIT 115 67 0.2 335 335 2
EXIT 116 34 0.2 170 170 1
EXIT 118B 34 0.2 170 170 62
EXIT 119B 34 0.2 170 170 62
EXIT 121 67 0.2 335 335 2
EXIT 122A 67 0.2 335 335 108
EXIT 122B 67 0.2 335 335 139
TOTALS 2185 516
OCCUPANT LOAD TABLE - LEVEL 1
OCCUPANCY USE AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD
ASSEMBLY - UNCONCENTRATED 2713.8 ft² 15 249
BUSINESS 1993.3 ft² 100 17
CIRCULATION 2624.9 ft² 150 18
CLASSROOM 2466.2 ft² 20 124
LOCKER ROOM 4771.5 ft² 50 97
STORAGE/ MECHANICAL 2501.5 ft² 500 11
TOTALS 17071.1 ft² 516
4'0 8' 16'
SCALE: 1/8" = 1'-0"
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
M
ET
AL
S
H
IP
PI
N
G C
O N
TA
IN
ER
M
ET
AL
S
H
IP
PI
N
G C
O N
TA
IN
ER
M
ET
AL
S
H
IP
PI
N
G C
O N
TA
IN
ER
M
ET
AL
S
H
IP
PI
N
G C
O N
TA
IN
ER
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
SANITARY MANHOLE
RIM EL. = 278.98'
NE INV. = 276.36' (18" CMP)
SE INV. = 276.28' (12" R
CP)
CATCH BASIN
TOP EL. = 275.67'
NE INV. = 271.77' (18" RCP)
NW INV. = 271.73' (12" CMP)
CATCH BASIN
TOP EL. = 274.40'
SW INV. = 269.86' (18" RCP)
NW INV. = 271.17' (18" CMP)
NE INV. = 271.63' (18" CMP)
SE INV. = 269.71' (24" CMP)
6" VC
INV. = 275.20'
6" VC
INV. = 275.20'
STORM MANHOLE
RIM EL. = 271.63'
INV. = 264.56' (24" CMP)
STRUCTURE HOLDING
WATER AND DEBRIS
AT BOTTOM
CATCH BASIN
18" CMP
INV. = 272.71'
15" CMP
INV. = 274.04'
G R
AV
EL
GR
AV
EL
GRAVEL
SIGN
"WOMACK MOTEL"
GAS
CHAMBER
GRAV
EL
GRAVEL
O
LD
B U
R
IE
D A
SP
H
AL
T
O
LD
B U
R
IE
D A
SP
H
AL
T
OLD BURIED ASPHALT
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
GATE
6' CHAINLINK FENCE
6' CHAINLINK FENCE
DECK
DECK
D
EC
K
6' CHAINLINK FENCE
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(A
XXXXXXXXXXXXXX
X
X
X
X
X
X
X
X X X
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx SDx
SDx SDx
SDx SDx
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
SDx SDx SDx SDx SDx SDx
SDx
SDx
DECK
DECK
D
EC
K
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U(B) U(B) U(B) U(B)
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U(B)U(B)U(B)U(B)U(B)U(B)U(B)
U(B) U(B) U(B) U(B) U(B)
U(B) U(B) U(B) U(B) U(B) U(B)
U(B) U(B)
G (B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B) G(B) G(B) G(B)
G (B
G(B) G(B) G(B) G(B)
G(B)
G(B) G(B) G(B) G(B)
G(B)
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B)
G (B
BE(D)
BE(D)
BE(D)
BE(D)
BE
(D
BE
(D
BE
(D
BE(D)
BE(D)
BE(D)
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B) W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
Control Point 1 N = 853629.44' E = 2043732.52' Elev. = 282.04' Set Concrete Monument w/disk Stamped "1 DRMP Inc. Vertical Control"
Control Point 54 N = 853360.91'
E = 2044281.35' Elev. = 273.76'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
Control Point 56
N = 853608.45'
E = 2043631.50'
Elev. = 279.01'
Set Nail & Disk Stamped
"Drmp Traverse"
Control Point 57 N = 853540.26'
E = 2043864.83' Elev. = 279.72'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
26" Pine 26" Pine
21" Pine 27" Pine
33" Pine
28" Oak
27" Pine
29" Pine 25" Pine
13" Oak 20" Oak
31" Pine
30" Pine
XX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
XXX
OLD BURIED ASPHALT OLD BURIED ASPHALT
IN
D
IA
N
H
EA
D R
O
AD
SW INV. = 276.58' (12" RCP)
NE INV. = 276.44' (18" CMP)
STORM MANHOLE
WITH GRATED LID
RIM EL. = 279.19'
SW INV. = 276.80'
W(C
W(C
W(C
SANITARY MANHOLE
RIM EL. = 277.16'
N INV. = 272.26'
SE INV. = 272.29'
SW INV. = 272.26'
6' CHAINLINK FENCE
SANITARY MANHOLE
RIM EL. = 280.61'
NE INV. = 276.70' (10" VC)
SW INV. = 277.16' (6" VC)
Control Point 55 N = 853376.54'
E = 2043968.41' Elev. = 276.64'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
GRAVEL
GRAVEL
VE
G
ET
AT
IO
N
A R
EA
6' C
H
AI
N
LI
N K
FE
N
C E
G
AT
E
CONCRETE
CONCRETE
ASPHALT PAVEMENT
BELFRY STREET
IN
D
IA
N
H
EA
D R
O
AD
IN
D
IA
N
H
EA
D R
O
AD
GOLTRA AVENUE
AS
PH
AL
T
PA
VE
M
EN
T
AS
PH
AL
T
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
EDGE OF PAVEMENT
EDGE OF PAVEMENT
ED
G
E O
F
PA
VE
M
EN
T
CONCRETE
CONCRETE
CONCRETE
SLAB
D
IT
C H
STAIRS
D
IT
C H
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
1-STORY
CONCRETE
BLOCK BUILDING
CONCRETE
SLAB
CONCRETE
SLAB
STAIRS
STAIRS
STAIRS
STAIRS
STAIRS
SPOIL
PILE
CONCRETE BATH HOUSE
CONCRETE
SLAB
CONCRETE
SLAB
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
SDxSDxSDxSDxSDx 24" CORRUGATED METAL PIPE24" CORRUGATED METAL PIPE
18" CORRUGATED METAL PIPE
" C
O R
R U
G
AT
ED
M
ET
AL
P
IP
E
" C O
R R
U G
AT
ED
M
ET
AL
P
IP
E
18" R
CP
" C
O R
R U
G
AT
ED
M
ET
AL
P
IP
E
12" C
ORRUGATED M
ETAL PIPE
END OF PIPE NOT FOUND
LOCATION SHOWN IS BASED ON
PROVIDED DATA FROM THE BASE
DIRECTION ONLY
6" V
C
" V C
S
LOCATION OF PROPOSED
MAIN CLASSROOM BUILDING
(SEE SHEET CS101)
G
G G G G G G G
GGGGGGGGGGGGGG
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G
G G G G
G G
G
G G
G G
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W W
W W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W 6"
S
AN
IT
AR
Y (P
ER
G
IS
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
6" ABANDONED WATER (PER GIS)
4" G
AS
(P
ER
G
IS
3" GAS (PER GIS)
2" GAS (PER GIS)
1" GAS (PER GIS)
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
LEGEND:
DEMO
00 30' 60'
SCALE: 1" = 30'
CODED NOTES:
1. REMOVE GRAVEL
2. RELOCATE (4) METAL CONTAINERS
3. REMOVE CONCRETE CURB
4. REMOVE GATE
5. REMOVE FENCE
6. CUT, PLUG & ABANDON UTILITY PIPE
7. CUT, PLUG & ABANDON 10" ASBESTOS
WATER LINE (ABANDONED PER GIS)
8. REMOVE CURB AND GUTTER
9. REMOVE ASPHALT PAVEMENT
10. REMOVE VEGETATION
11. REMOVE CONCRETE
12. REMOVE OLD BURIED ASPHALT
13. REMOVE STORM STRUCTURE
14. REMOVE STORM SEWER PIPE
15. REMOVE AND RELOCATE UTILITY POLE
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CD101
SI
TE
D
EM
O
LI
TI
O
N P
LA
N
PE
F
PE
F
G B
W W
WWWWWW
GGGGGGGGGGGG
G G
G
W W W W W W W W W W W W W W
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
S
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
WWWWWWWWWWWWWW
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
E E
E
E
E
W
C O
M M
C O
M M
SAN
G
G G G G G G G
GGGGGGGGGGGGGG
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G
G G G G
G G
G
G G
G G
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W W
W W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
6" ABANDONED WATER (PER GIS)
4" G
AS
(P
ER
G
IS
3" GAS (PER GIS)
2" GAS (PER GIS)
1" GAS (PER GIS)
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
CATCH BASIN
TOP EL. = 275.67'
NE INV. = 271.77' (18" RCP)
NW INV. = 271.73' (12" CMP)
CATCH BASIN
TOP EL. = 274.40'
SW INV. = 269.86' (18" RCP)
NW INV. = 271.17' (18" CMP)
NE INV. = 271.63' (18" CMP)
SE INV. = 269.71' (24" CMP)
6" VC
INV. = 275.20'
6" VC
INV. = 275.20'
STORM MANHOLE
RIM EL. = 271.63'
INV. = 264.56' (24" CMP)
STRUCTURE HOLDING
WATER AND DEBRIS
AT BOTTOM
CATCH BASIN
18" CMP
INV. = 272.71'
15" CMP
INV. = 274.04'
SIGN
"WOMACK MOTEL"
GAS
CHAMBER
ED
G
E O
F
PA
VE
M
EN
T
DECK
DECK
D
EC
K
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
X
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
SDx SDx SDx SDx SDx
SDx
SDx
DECK
DECK
D
EC
K
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U(B) U(B) U(B) U(B)
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U(B)U(B)U(B)U(B)U(B)U(B)U(B)
U(B) U(B) U(B) U(B) U(B)
U(B) U(B) U(B) U(B) U(B) U(B)
U(B) U(B)
G (B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B) G(B) G(B) G(B)
G (B
G(B) G(B) G(B) G(B)
G(B)
G(B) G(B) G(B) G(B)
G(B)
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G(B) G(B) G(B) G(B) G(B)
G (B
BE(D)
BE(D)
BE(D)
BE(D)
BE
(D
BE
(D
BE(D)
BE(D)
BE(D)
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B) W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
Control Point 1 N = 853629.44' E = 2043732.52' Elev. = 282.04' Set Concrete Monument w/disk Stamped "1 DRMP Inc. Vertical Control"
Control Point 54 N = 853360.91'
E = 2044281.35' Elev. = 273.76'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
Control Point 56
N = 853608.45'
E = 2043631.50'
Elev. = 279.01'
Set Nail & Disk Stamped
"Drmp Traverse"
Control Point 57 N = 853540.26'
E = 2043864.83' Elev. = 279.72'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
26" Pine 26" Pine
21" Pine 27" Pine
33" Pine
28" Oak
27" Pine
29" Pine 25" Pine
13" Oak 20" Oak
31" Pine
30" Pine
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
IN
D
IA
N
H
EA
D R
O
AD
W(C
W(C
W(C
SANITARY MANHOLE
RIM EL. = 277.16'
N INV. = 272.26'
SE INV. = 272.29'
SW INV. = 272.26'
6' CHAINLINK FENCE
SANITARY MANHOLE
RIM EL. = 280.61'
NE INV. = 276.70' (10" VC)
SW INV. = 277.16' (6" VC)
Control Point 55 N = 853376.54'
E = 2043968.41' Elev. = 276.64'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
VE
G
ET
AT
IO
N
A R
EA
6' C
H
AI
N
LI
N K
FE
N
C E
CONCRETE
BELFRY STREET
IN
D
IA
N
H
EA
D R
O
AD
IN
D
IA
N
H
EA
D R
O
AD
AS
PH
AL
T
PA
VE
M
EN
T
AS
PH
AL
T
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
CONCRETE
CONCRETE
CONCRETE
SLAB
D
IT
C H
STAIRS
D
IT
C H
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
1-STORY
CONCRETE
BLOCK BUILDING
CONCRETE
SLAB
CONCRETE
SLAB
STAIRS
STAIRS
STAIRS
STAIRS
STAIRS
SPOIL
PILE
CONCRETE BATH HOUSE
CONCRETE
SLAB
CONCRETE
SLAB
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
SDxSDxSDxSDxSDx 24" CORRUGATED METAL PIPE24" CORRUGATED METAL PIPE
18" R
CP
" C
O R
R U
G
AT
ED
M
ET
AL
P
IP
E
12" C
ORRUGATED M
ETAL PIPE
END OF PIPE NOT FOUND
LOCATION SHOWN IS BASED ON
PROVIDED DATA FROM THE BASE
DIRECTION ONLY
6" V
C
" V C
S
BLDG. 2294
BLDG. 2296
BLDG. 2291
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
FUTURE
ROAD
FUTURE
ROAD
MAIN CLASSROOM BUILDING
FFE 276
(SEE ARCHITECTURAL PLANS)
1(TYP.)
3(TYP.)
278 27
3 272
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
SD
SD
SD
SDCB CB
SD
SD
SD
CB
CB
SD
SD
SD
SD
CB
CB
SD
CB
SD
CB
SD
SD
D
CB
CB
CB
SD
SD
SD
SD
SD
CB
CB
SD
CB
CB
CB
SD
CB
SD
CB
CB
CB
CB CB
SD
CB
SD
CB
SD
CB
CB CB
CB
CB
SD
CB
CB
HP 276.3
HP 282
HP
280.5
CB 274
CB
CB
SD
SD
SD
SD
SD
SD
SD
CB
CB
CB
CB
SD
9(TYP.)
2(TYP.)
9 (TYP.)
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCE
HANDICAP SIGNWATER LINE
SANITARY SEWER
GAS LINE
TELECOMMUNICATIONS
UNDERGROUND ELECTRIC
LIGHT FIXTURE
G
COMM
SAN
W
E
A1
CONTOUR
STORM SEWER
STORM INLET
BIO-RETENTION/INFILTRATION BASIN
BIO-RETENTION/INFILTRATION
OVERFLOW WITH CLEANOUT
STORM MANHOLE
SD
CB
CB
D
CODED NOTES:
1. NEW GUTTER INLET (NEENAH R-3165, TYPE A, OR EQUAL)
2. NEW 6" STORM PIPE TO BIO-RETENTION/INFILTRATION BASIN
3. NEW BIO-RETENTION/INFILTRATION BASIN
4. NEW DOWNSPOUT PIPE TO BIO-RETENTION/INFILTRATION
BASIN
5. NEW 18" RCP STORM PIPE
6. NEW 24" RCP STORM PIPE
7. NEW 15" RCP STORM PIPE
8. NEW TRENCH DRAIN
9. NEW BIO-RETENTION/INFILTRATION BASIN OVERFLOW WITH
CLEANOUT
00 30' 60'
SCALE: 1" = 30'
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CG101
SI
TE
G R
A D
IN
G
P
LA
N
G B
PE
F
G B
GENERAL NOTES:
1. CONTRACTOR TO PERFORM INFILTRATION TESTS
TO CONFIRM INFILTRATION RATES OF SOILS.
2. CONTRACTOR SHALL SUBMIT A STORMWATER
POLLUTION PREVENTION PLAN THAT MEETS
GEORGIA REQUIREMENTS.
MATCH LINE (SEE CG102)
G G
G G
G G
G G
G G
G G
G G
G
G
G
G
G
G
G
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
DETENTION POND
RIP RAP
R
IP
R
AP
D
IT
C H
R
IP
R
AP
DETENTION POND
DETENTION POND
X
X
X
U (B
U
(B
U (B
U
(B
U (B
U
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W(B)
W(B)
BT
(B
BT
(B
BT
(B
)BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
VEGETATION AREA
6' CHAINLINK FENCE
VEGETATION AREA
RIVER ROCK
RIP RAP
RIVER ROCK
RIP RAP
VEGETATION AREA
METAL POST
GRAVEL
RIVER ROCK
RIP RAP
RIVER ROCK
RIP RAP
AS
PH
AL
T
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
E x
E x
R
IP
R
AP
TOP OF POND
TOP OF POND
TOP OF POND
TOP OF POND
SD
SD
SD
SD
SD
D
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCE
HANDICAP SIGN
WATER LINE
SANITARY SEWER
GAS LINE
TELECOMMUNICATIONS
UNDERGROUND ELECTRIC
LIGHT FIXTURE
G
COMM
SAN
W
E
A1
CONTOUR
STORM SEWER
STORM INLET
BIO-RETENTION/INFILTRATION BASIN
BIO-RETENTION/INFILTRATION
OVERFLOW WITH CLEANOUT
STORM MANHOLE
SD
CB
CB
D
CODED NOTES:
1. NEW 18" RCP STORM PIPE
2. OUTLET STORM PIPE TO EXISTING DETENTION POND
00 30' 60'
SCALE: 1" = 30'
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CG102
SI
TE
G R
A D
IN
G
P
LA
N
G B
PE
F
G B
GENERAL NOTES:
1. CONTRACTOR TO PERFORM INFILTRATION TESTS
TO CONFIRM INFILTRATION RATES OF SOILS.
2. CONTRACTOR SHALL SUBMIT A STORMWATER
POLLUTION PREVENTION PLAN THAT MEETS
GEORGIA REQUIREMENTS.
MATCH LINE (SEE CG101)
BLDG. 2294
BLDG. 2296
BLDG. 2291
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
FUTURE
ROAD
FUTURE
ROAD
MAIN CLASSROOM BUILDING
FFE 276
(SEE ARCHITECTURAL PLANS)
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
SIGN
"WOMACK MOTEL"
GAS
CHAMBER
RIP RAP
ED
G
E O
F
PA
VE
M
EN
T
DECK
DECK
D
EC
K
X
X
DECK
DECK
D
EC
K
Control Point 1 N = 853629.44' E = 2043732.52' Elev. = 282.04' Set Concrete Monument w/disk Stamped "1 DRMP Inc. Vertical Control"
Control Point 54 N = 853360.91'
E = 2044281.35' Elev. = 273.76'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
Control Point 56
N = 853608.45'
E = 2043631.50'
Elev. = 279.01'
Set Nail & Disk Stamped
"Drmp Traverse"
Control Point 57 N = 853540.26'
E = 2043864.83' Elev. = 279.72'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
26" Pine 26" Pine
21" Pine 27" Pine
33" Pine
28" Oak
27" Pine
29" Pine 25" Pine
13" Oak 20" Oak
31" Pine
30" Pine
WM
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
IN
D
IA
N
H
EA
D R
O
AD
W(C
W(C
W(C
W(C
6' CHAINLINK FENCE
Control Point 55 N = 853376.54'
E = 2043968.41' Elev. = 276.64'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
GRAVEL
RIVER ROCK
RIP RAP
VE
G
ET
AT
IO
N
A R
EA
6' C
H
AI
N
LI
N K
FE
N
C E
CONCRETE
BELFRY STREET
IN
D
IA
N
H
EA
D R
O
AD
IN
D
IA
N
H
EA
D R
O
AD
AS
PH
AL
T
PA
VE
M
EN
T
AS
PH
AL
T
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
CONCRETE
CONCRETE
CONCRETE
SLAB
D
IT
C H
STAIRS
D
IT
C H
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
1-STORY
CONCRETE
BLOCK BUILDING
CONCRETE
SLAB
CONCRETE
SLAB
STAIRS
STAIRS
STAIRS
STAIRS
STAIRS
SPOIL
PILE
CONCRETE BATH HOUSE
CONCRETE
SLAB
CONCRETE
SLAB
S
5 7
3(TYP.)
3(TYP.)
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCE
HANDICAP SIGNSTORM INLET
BIO-RETENTION/INFILTRATION BASIN
BIO-RETENTION/INFILTRATION
00 30' 60'
SCALE: 1" = 30'
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CS101
SI
TE
P
LA
N
PE
F
PE
F
G B
CODED NOTES:
1. ASPHALT PAVEMENT WITH CURB AND GUTTER
2. CONCRETE SIDEWALK
3. BIO-RETENTION/INFILTRATION BASIN (SEE SHEET CG101)
4. PAD MOUNTED UTILITY TRANSFORMER
5. CHAINLINK FENCE (SEE DETAIL C-501 AND C-502)
6. 24-FT WIDE CANTILEVER GATE (SEE DETAIL SHEET C-504)
7. DOUBLE LEAF SWING GATE (SEE DETAIL SHEET C-503)
8. HANDICAP RAMP
9. CROSSWALK
10. CONCRETE PATIO
11. FACILITY SIGN
12. PARKING SPACE
13. AIR COOLED CONDENSING UNIT (SEE MECHANICAL PLAN
M-101)
14. HEAT PUMP (SEE MECHANICAL PLAN M-101)
15. HANDICAP PARKING SIGN
MATCH LINE (SEE CS102)
SEE APPENDIX D FOR REVISIONS
R
AV
EL
O
LD
B U
R
IE
D A
SP
H
AL
T
AL
EK
N O
R O
AD
AS
PH
AL
T
P
AV
EM
EN
T
O
LD
B U
R
IE
D A
SP
H
AL
T
O
LD
B U
R
IE
D A
SP
H
AL
T
O
LD
B U
R
IE
D A
SP
H
AL
T
1-STORY WOOD HOUSE
"MOCK TRAINING" BUILDING
FFE = 278.12'
X
Control Point 2 N = 853950.85' E = 2043902.53' Elev. = 282.01' Set Concrete Monument w/disk Stamped "2 DRMP Inc. Vertical Control"
Control Point 52
N = 853917.68'
E = 2044156.21'
Elev. = 278.76'
Set Nail & Disk Stamped
"Drmp Traverse"
Control Point 53 N = 853631.62' E = 2044414.82' Elev. = 274.86' Set 5/8" Iron Rod w/Cap Stamped "DRMP Traverse"
M
AI
LB
O
X
AC
28" Oak
38" Sugar Berry Tree
33" Sugar Berry Tree
US MAIL
X X
X X
X X
X X
X X
X
XXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X
METAL
6' CHAINLINK FENCE
AS
PH
AL
T
PA
VE
M
EN
T
IN
D
IA
N
H
EA
D R
O
AD
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
6' C
H
AI
N
LI
N K
FE
N
C E
6' C
H
AI
N
LI
N K
FE
N
C E
6' CHAINLINK FENCE
STAIRS
STAIRS
STAIRS
G
AT
E
DECK
DECK
2-STORY WOOD
APARTMENT COMPLEX
FFE = 276.71'
G
AT
E
GATE
GATE
G
AT
E
.94
LLD
W1
SS
S
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCESTORM INLET
BIO-RETENTION/INFILTRATION BASIN
BIO-RETENTION/INFILTRATION
00 30' 60'
SCALE: 1" = 30'
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CS102
SI
TE
P
LA
N
PE
F
PE
F
G B
CODED NOTES:
1. DUMPSTER PAD & ENCLOSURE
2. CONCRETE PAVEMENT (8" THICK REINFORCED)
3. GRAVEL PAVEMENT
MATCH LINE (SEE CS101)
PROPOSED ELEVATIONS AND
NEW PAVEMENT PROVIDED IN
FUTURE DESIGN PHASE
BLDG. 2294
BLDG. 2296
BLDG. 2291
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
FUTURE FUTURE
MAIN CLASSROOM BUILDING
FFE 276
(SEE ARCHITECTURAL PLANS)
W W
WWWWWW
GGGGGGGGGGGG
G G
G
W W W W W W W W W W W W W W
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
S
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
WWWWWWWWWWWWWW
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
E E
E
E
E
W
C O
M M
C O
M M
C O
M M
SAN
G
G G G G G G G
GGGGGGGGGGGGGG
G G
G
G G
G G
G G
G G
G
G
G G
G G
G G
G
G G G G
G G
G G
G G
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W
W W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W 6"
S
AN
IT
AR
Y (P
ER
G
IS
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
6" ABANDONED WATER (PER GIS)
4" G
AS
(P
ER
G
IS
3" GAS (PER GIS)
2" GAS (PER GIS)
1" GAS (PER GIS)
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
CATCH BASIN
TOP EL. = 275.67'
NE INV. = 271.77' (18" RCP)
NW INV. = 271.73' (12" CMP)
CATCH BASIN
TOP EL. = 274.40'
SW INV. = 269.86' (18" RCP)
NW INV. = 271.17' (18" CMP)
NE INV. = 271.63' (18" CMP)
SE INV. = 269.71' (24" CMP)
6" VC
INV. = 275.20'
6" VC
INV. = 275.20'
STORM MANHOLE
RIM EL. = 271.63'
INV. = 264.56' (24" CMP)
STRUCTURE HOLDING
WATER AND DEBRIS
AT BOTTOM
CATCH BASIN
18" CMP
INV. = 272.71'
15" CMP
INV. = 274.04'
METAL SHED
O
LD
B U
R
IE
D A
SP
H
AL
T
SIGN
"WOMACK MOTEL"
GAS
CHAMBER
O
LD
B U
R
IE
D A
SP
H
AL
T
ED
G
E O
F
PA
VE
M
EN
T
MULTI STORY MOTEL
FFE = 278.36'
DECK
DECK
D
EC
K
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(A
SA
N
(A
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
SDx SDx SDx SDx SDx
SDx
SDx
DECK
DECK
D
EC
K
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U(B) U(B) U(B) U(B)
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U(B)U(B)U(B)U(B)U(B)U(B)U(B)
U(B) U(B) U(B) U(B) U(B)
U(B) U(B) U(B) U(B) U(B) U(B)
U(B) U(B)
G (B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B) G(B) G(B) G(B)
G (B
G(B) G(B) G(B) G(B)
G(B)
G(B) G(B) G(B) G(B)
G(B)
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B)
G (B
BE(D)
BE(D)
BE(D)
BE(D)
BE
(D
BE
(D
BE
(D
BE(D)
BE(D)
BE(D)
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B) W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W (B)
W (B)
W (B)
W (B)
W (B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
Control Point 1 N = 853629.44' E = 2043732.52' Elev. = 282.04' Set Concrete Monument w/disk Stamped "1 DRMP Inc. Vertical Control"
Control Point 54 N = 853360.91'
E = 2044281.35' Elev. = 273.76'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
Control Point 56
N = 853608.45'
E = 2043631.50'
Elev. = 279.01'
Set Nail & Disk Stamped
"Drmp Traverse"
Control Point 57 N = 853540.26'
E = 2043864.83' Elev. = 279.72'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
26" Pine 26" Pine
21" Pine 27" Pine
33" Pine
28" Oak
27" Pine
29" Pine 25" Pine
13" Oak 20" Oak
31" Pine
30" Pine
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
W(C
SANITARY MANHOLE
RIM EL. = 277.16'
N INV. = 272.26'
SE INV. = 272.29'
SW INV. = 272.26'
METAL
RAMP
SANITARY MANHOLE
RIM EL. = 280.61'
NE INV. = 276.70' (10" VC)
SW INV. = 277.16' (6" VC)
Control Point 55 N = 853376.54'
E = 2043968.41' Elev. = 276.64'
Set 5/8" Iron Rod w/Cap Stamped "DRMP
Traverse"
VE
G
ET
AT
IO
N
A R
EA
6' C
H
AI
N
LI
N K
FE
N
C E
CONCRETE
BELFRY STREET
IN
D
IA
N
H
EA
D R
O
AD
IN
D
IA
N
H
EA
D R
O
AD
AS
PH
AL
T
PA
VE
M
EN
T
AS
PH
AL
T
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
CONCRETE
CONCRETE
CONCRETE
SLAB
D
IT
C H
STAIRS
D
EC
K
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
1-STORY
CONCRETE
BLOCK BUILDING
CONCRETE
SLAB
CONCRETE
SLAB
STAIRS
STAIRS
STAIRS
STAIRS
STAIRS
SPOIL
PILE
CONCRETE BATH HOUSE
CONCRETE
SLAB
CONCRETE
SLAB
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
SDxSDxSDxSDxSDx 24" CORRUGATED METAL PIPE24" CORRUGATED METAL PIPE
18" R
CP
" C
O R
R U
G
AT
ED
M
ET
AL
P
IP
E
12" C
ORRUGATED M
ETAL PIPE
END OF PIPE NOT FOUND
LOCATION SHOWN IS BASED ON
PROVIDED DATA FROM THE BASE
DIRECTION ONLY
6" V
C
" V C
S14
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
SD
SD
SDCB CB
SD
SD
SD
CB
CB
SD
SD
SD
SD
CB
CB
SD
CB
SD
CB
SD
SD
D
CB
CB
CB
SD
SD
SD
SD
SD
CB
CB
SD
CB
CB
CB
SD
CB
SD
CB
CB
CB
CB CB
SD
CB
SD
CB
SD
CB
CB CB
CB
CB
SD
CB
CB
CB
CB
SD
SD
SD
SD
SD
SD
SD
CB
CB
CB
CB
SD
Xr ef
F :\P ro je ct s\
\0
5_ D el iv er ab le s\
D ra w in gs \A ut oC
AD
\E le ct
\F lo or Pl an -0
0_
SL
_S
IT
EL
IG
H
TI
N G
PL
AN
_D O
C -6
1_ M
C B_
Ar ch ite ct ur al
_C en tra l_
-rv t-1
-0 0_
SL
_S
IT
E
LI
G
H
TI
N G
P
LA
N _D
O C
.d w g
A1 A1
A1
A1
A1A1
A1
A2A2 A2 A2A2
A2A2 A2
A1
A1A1A1
A2A2
A2
A1
A2 A2
A1
A1A1A1
A1
A1 A4
A4 A4
A4 A4
A4A4 A4 A4
A4 A4
A4 A4
A4 A4
A4
17(TYP.)
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCE
WATER LINE
SANITARY SEWER
GAS LINE
TELECOMMUNICATIONS
UNDERGROUND ELECTRIC
LIGHT FIXTURE
G
COMM
SAN
W
E
A1
STORM SEWER
STORM INLET
BIO-RETENTION/INFILTRATION BASIN
BIO-RETENTION/INFILTRATION
OVERFLOW WITH CLEANOUT
SD
CB
CB
CODED NOTES:
1. NEW 6" FIRE SERVICE (SEE SHEET FX101)
2. NEW 2" DOMESTIC WATER SERVICE (SEE SHEET
P-101)
3. NEW POST INDICATOR VALVE
4. NEW FIRE DEPARTMENT CONNECTION (SEE
SHEET FX101)
5. NEW FIRE HYDRANT
6. NEW WATER MAIN
7. NEW 8" SANITARY MAIN
8. NEW 2" SANITARY FORCE MAIN
9. HEAT PUMP (SEE MECHANICAL PLAN M-101)
10. NEW SANITARY MANHOLE
11. NEW GAS LINE (SEE SHEET P-101)
12. NEW UNDERGROUND ELECTRIC (SEE SHEET
ES201)
13. NEW TELECOMMUNICATIONS SERVICE (SEE
SHEET T-101)
14. RELOCATE ELECTRIC POLE
15. COORDINATE WATER METER VAULT, BACKFLOW
PREVENTOR AND SEWER TAP LOCATION WITH
COLUMBUS WATER.
16. NEW SANITARY LIFT STATION (SEE SHEET P-101)
17. NEW LIGHT FIXTURE (SEE SHEET ES101)
18. AIR COOLED CONDENSING UNIT (SEE
MECHANICAL PLAN M-101)
00 30' 60'
SCALE: 1" = 30'
MATCH LINE (SEE CU102)
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CU101
SI
TE
U
TI
LI
TY
P
LA
N
PE
F
PE
F
SA
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
C O
M M
G G
G G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W
W W
W W
W W
W W
W W
W
W
6" S
AN
IT
AR
Y
(P
ER
G
IS
SANITARY MANHOLE
RIM EL. = 277.06'
NE INV. = 272.38' (12" VC)
SE INV. = 272.54' (12"PVC)
G R
AV
EL
O
LD
B U
R
IE
D A
SP
H
AL
T
AL
EK
N O
R O
AD
AS
PH
AL
T
P
AV
EM
EN
T
O
LD
B U
R
IE
D A
SP
H
AL
T
O
LD
B U
R
IE
D A
SP
H
AL
T
O
LD
B U
R
IE
D A
SP
H
AL
T
1-STORY WOOD HOUSE
"MOCK TRAINING" BUILDING
FFE = 278.12'
SAN(A)
SAN(A)
SAN(A)
SAN(A)
SAN(A)
SAN(A)
SAN(A)
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SA
N
(A
SAN(A)
SAN(A)
SAN(A)
SA
N
(A
SA
N
(A
X
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
BE
(D
BE
(D
E x
E x
E x
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W(B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
)BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
Control Point 2 N = 853950.85' E = 2043902.53' Elev. = 282.01' Set Concrete Monument w/disk Stamped "2 DRMP Inc. Vertical Control"
Control Point 52
N = 853917.68'
E = 2044156.21'
Elev. = 278.76'
Set Nail & Disk Stamped
"Drmp Traverse"
Control Point 53 N = 853631.62' E = 2044414.82' Elev. = 274.86' Set 5/8" Iron Rod w/Cap Stamped "DRMP Traverse"
M
AI
LB
O
X
28" Oak
38" Sugar Berry Tree
33" Sugar Berry Tree
US MAIL
X X
X X
X X
X X
X X
X
XXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X
SANITARY MANHOLE
RIM EL. = 274.90'
NW INV. = 267.78' (12" VC)
SE INV.= 267.68' (12" VC)
S INV. = 268.45' (6" VC)
SANITARY MANHOLE
RIM EL. = 274.71'
NW INV. = 267.25' (12" VC)
SE INV.= 267.24' (12" VC)
METAL
6' CHAINLINK FENCE
AS
PH
AL
T
PA
VE
M
EN
T
IN
D
IA
N
H
EA
D R
O
AD
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
6' C
H
AI
N
LI
N K
FE
N
C E
6' C
H
AI
N
LI
N K
FE
N
C E
6' CHAINLINK FENCE
STAIRS
STAIRS
STAIRS
G
AT
E
DECK
DECK
2-STORY WOOD
APARTMENT COMPLEX
FFE = 276.71'
G
AT
E
GATE
GATE
G
AT
E
E x
E x
E x
E x
E x
E x
SANITARY LINE EXPOSED
ABOVE GROUND
12" DUCTILE IRON PIPE
TOP OF PIPE EL. = 267.93'
SS
S
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCE
HANDICAP SIGN
WATER LINE
SANITARY SEWER
GAS LINE
TELECOMMUNICATIONS
UNDERGROUND ELECTRIC
LIGHT FIXTURE
G
COMM
SAN
W
E
A1
CODED NOTES:
1. NEW 8" SANITARY MAIN
2. NEW SANITARY MANHOLE
3. CONNECT TO EXISTING SANITARY MANHOLE
4. NEW TELECOMMUNICATIONS SERVICE
00 30' 60'
SCALE: 1" = 30'
MATCH LINE (SEE CU101)
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
CU102
SI
TE
U
TI
LI
TY
P
LA
N
PE
F
PE
F
G B
PROPOSED ELEVATIONS AND
NEW PAVEMENT PROVIDED IN
FUTURE DESIGN PHASE
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
C-501
D
ET
A
IL
S
PE
F
PE
F
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
C-502
D
ET
A
IL
S
PE
F
PE
F
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
C-503
D
ET
A
IL
S
PE
F
PE
F
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
C-504
D
ET
A
IL
S
PE
F
PE
F
278 27
3 272
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
SD
SD
SD
SDCB CB
SD
SD
SD
CB
CB
SD
SD
SD
SD
CB
CB
SD
CB
SD
CB
SD
SD
D
CB
CB
CB
SD
SD
SD
SD
SD
CB
CB
SD
CB
CB
CB
SD
CB
SD
CB
CB
CB
CB CB
SD
CB
SD
CB
SD
CB
CB CB
CB
CB
SD
CB
CB
HP 276.3
HP 282
HP
280.5
CB 274
CB
CB
SD
SD
SD
SD
SD
SD
SD
CB
CB
CB
CB
SD
W W
WWWWWW
GGGGGGGGGGGG
G G
G
W W W W W W W W W W W W W W
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
S
S
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
WWWWWWWWWWWWWW
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM
E E
E
E
E
W
C O
M M
C O
M M
SAN
G
G G G G G G G
GGGGGGGGGGGGGG
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G
G G G G
G G
G
G G
G G
SD
SD
SD
SD
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W W
W W
W W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W 6"
S
AN
IT
AR
Y (P
ER
G
IS
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
6" ABANDONED WATER (PER GIS)
4" G
AS
(P
ER
G
IS
3" GAS (PER GIS)
2" GAS (PER GIS)
1" GAS (PER GIS)
" A
BANDONED W
ATE
R
(A
SBESTO
S C
EMENT)
P
ER G
IS
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
TRENCH UNDER
EXCAVATION FOR
FUTURE POWER LINE
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
1-
ST
O R
Y C
O N
C R
ET
E
BL
O
C K
BU
IL
D
IN
G
CATCH BASIN
TOP EL. = 275.67'
NE INV. = 271.77' (18" RCP)
NW INV. = 271.73' (12" CMP)
CATCH BASIN
TOP EL. = 274.40'
SW INV. = 269.86' (18" RCP)
NW INV. = 271.17' (18" CMP)
NE INV. = 271.63' (18" CMP)
SE INV. = 269.71' (24" CMP)
6" VC
INV. = 275.20'
6" VC
INV. = 275.20'
STORM MANHOLE
RIM EL. = 271.63'
INV. = 264.56' (24" CMP)
STRUCTURE HOLDING
WATER AND DEBRIS
AT BOTTOM
CATCH BASIN
18" CMP
INV. = 272.71'
15" CMP
INV. = 274.04'
SIGN
"WOMACK MOTEL"
GAS
CHAMBER
ED
G
E O
F
PA
VE
M
EN
T
DECK
DECK
D
EC
K
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(D
SA
N
(A
X
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SDx
SDx
SDx
SDx
SDx
SDx SDx SDx SDx SDx
SDx
SDx
DECK
DECK
D
EC
K
G (B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B) G(B) G(B) G(B)
G (B
G(B) G(B) G(B) G(B)
G(B)
G(B) G(B) G(B) G(B)
G(B)
G (B
G
(B
G (B
G
(B
G (B
G
(B
G (B
G
(B
G(B) G(B) G(B) G(B) G(B)
G (B
BE(D)
BE(D)
BE(D)
BE(D)
BE
(D
BE
(D
BE
(D
BE(D)
BE(D)
BE(D)
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W (B
W
(B
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B) W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W(B)
W (B)
W (B)
W (B)
W (B)
W (B)
W (B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT
(B
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
BT(B)
26" Pine 26" Pine
21" Pine 27" Pine
33" Pine
28" Oak
27" Pine
29" Pine 25" Pine
13" Oak 20" Oak
31" Pine
30" Pine
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
IN
D
IA
N
H
EA
D R
O
AD
W(C
W(C
W(C
W(C
W(C
SANITARY MANHOLE
RIM EL. = 277.16'
N INV. = 272.26'
SE INV. = 272.29'
SW INV. = 272.26'
6' CHAINLINK FENCE
SANITARY MANHOLE
RIM EL. = 280.61'
NE INV. = 276.70' (10" VC)
SW INV. = 277.16' (6" VC)
VE
G
ET
AT
IO
N
A R
EA
6' C
H
AI
N
LI
N K
FE
N
C E
CONCRETE
BELFRY STREET
IN
D
IA
N
H
EA
D R
O
AD
IN
D
IA
N
H
EA
D R
O
AD
AS
PH
AL
T
PA
VE
M
EN
T
AS
PH
AL
T
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
ED
G
E O
F
PA
VE
M
EN
T
CONCRETE
CONCRETE
CONCRETE
SLAB
D
IT
C H
STAIRS
D
IT
C H
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
WOOD SHOT HOUSE
(NO ROOF)
1-STORY
CONCRETE
BLOCK BUILDING
CONCRETE
SLAB
CONCRETE
SLAB
STAIRS
STAIRS
STAIRS
STAIRS
STAIRS
SPOIL
PILE
CONCRETE BATH HOUSE
CONCRETE
SLAB
CONCRETE
SLAB
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
SDxSDxSDxSDxSDxSDx 24" CORRUGATED METAL PIPE24" CORRUGATED METAL PIPE
18" R
CP
" C
O R
R U
G
AT
ED
M
ET
AL
P
IP
E
12" C
ORRUGATED M
ETAL PIPE
END OF PIPE NOT FOUND
LOCATION SHOWN IS BASED ON
PROVIDED DATA FROM THE BASE
DIRECTION ONLY
6" V
C
" V C
S
A1 A1
A1
A1
A1A1
A1
A2A2 A2 A2A2
A2A2 A2
A1
A1A1A1
A2A2
A2
A1
A2 A2
A1
A1A1A1
A1
A1 A4
A4 A4
A4 A4
A4A4 A4 A4
A4 A4
A4 A4
A4 A4
A4
BLDG. 2294
BLDG. 2296
BLDG. 2291
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
S
PA
C
ES
FUTURE
ROAD
FUTURE
ROAD
MAIN CLASSROOM BUILDING
FFE 276
(SEE ARCHITECTURAL PLANS)
LEGEND:
CONCRETE WALK
ASPHALT PAVEMENT
GRAVEL
FENCE
HANDICAP SIGN
WATER LINE
SANITARY SEWER
GAS LINE
TELECOMMUNICATIONS
UNDERGROUND ELECTRIC
LIGHT FIXTURE
G
COMM
SAN
W
E
A1
CODED NOTES:
1. LARGE DECIDUOUS SHADE TREE
2. MEDIUIM ORNAMENTAL DECIDUOUS TREE
3. LARGE EVERGREEN TREE
4. LOW EVERGREEN SHRUB
5. MEDIUM DECIDUOUS ORNAMENTAL SHRUB
6. LOW EVERGREEN GROUNDCOVER
00 30' 60'
SCALE: 1" = 30'
SHEET ID
FT
B
EN
N
IN
G
, G
EO
R G
IA
U
S
IM
M
IG
R A
TI
O
N A
N D
C U
ST
O
M S
EN
FO
R C
EM
EN
T
(IC
E)
D
EL
EG
A
TE
D D
R
IV
E O
R
LA
N D
O , F
L
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
JA
N
, 2
- F
IN
AL
S
U
BM
IT
TA
L (3
5%
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
TE
IM
M
IG
R
A
TI
O N
C
U
ST
O M
S
EN
FO
R
C
EM
EN
T
(IC
E)
File Path:
Plot Date:
M A
R K
D
ES
C R
IP
TI
O N
KZ
F
D
ES
IG
N
BR
O
AD
W
AY
S
TR
EE
T C
IN
C
IN
N
AT
I, O H
C
M
SW
Q
Z0
D
KZ
FN
PL
NOT FOR CONSTRUCTION
MCB
H U
TZ
EL
/2
2/
L-101
LA
N
D
SC
A
PE
P
LA
N
SD
S
SD
S
PE
F
S
I M
M
IG
R A
T
IO
N A
N D
C U
S T
O
F O
R C
E M
E N
T
IC
E
D
E L
E G
A T
E D
D R
IV
E
O R
L A
N D
O F
L
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
K Z
F D
E S
IG
N
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
C
M S
W Q
Z
D
K Z
F N
P L
NOT FOR CONSTRUCTION
MCB
H U
T Z
E L
S-001
G E
N E
R A
L N
O T
E S
F T
B E
N N
IN
G
G
E O
R G
IA
D e s ig n e r
A u th o r
C h e c k e r
M M
-D D
-Y Y
Y Y
J A
N
F
IN
A L
S U
B M
IT
T
A L
IM
M
IG
R
A T
IO
N
C
U S
T O
M S
E N
F O
R C
E M
E N
T
IC
E
GENERAL NOTES
1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH THE
SAFETY REQUIREMENTS IMPOSED BY THE OWNER AND OSHA. IT IS SOLELY THE
CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND
REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL REMOVE ALL DEBRIS
FROM THE OWNER'S PROPERTY AND DISCARD ACCORDING TO LOCAL REGULATIONS.
2. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLY
COMPLETED. HOWEVER, THE CONTRACTOR IS SOLELY RESPONSIBLE TO DETERMINE THE
ERECTION PROCEDURES AND SEQUENCES REQUIRED TO ENSURE STABILITY OF THE
STRUCTURE AND ITS COMPONENT PARTS DURING CONSTRUCTION. ANY TEMPORARY
BRACING, CONNECTIONS, GUYS, OR TIE-DOWNS THAT MAY BE NECESSARY DURING
ERECTION ARE NOT SHOWN ON STRUCTURAL DRAWINGS. IF APPLIED, THEY SHALL BE
REMOVED AS CONDITIONS PERMIT, AND SHALL REMAIN THE PROPERTY OF THE
CONTRACTOR. THIS CONSTRUCTION STABILITY REQUIREMENT APPLIES CONTINUOUSLY
AND IS NOT LIMITED TO NORMAL WORKING HOURS.
3. ALL TEMPORARY SHORING DRAWINGS SHALL BE PREPARED AND STAMPED BY A LICENSED
ENGINEER.
4. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY
REMOVED AND RE-INSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE
CONTRACTOR AFTER COMPLETION OF NEW WORK.
5. DIMENSIONS PERTAINING TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO ANY FABRICATION, CONSTRUCTION, OR ERECTION.
6. ALL DETAILS, SECTIONS, AND NOTES PROVIDED ON STRUCTURAL DRAWINGS ARE
INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE, UNLESS SPECIFICALLY
NOTED OTHERWISE. FOR ANY DETAILS AND DIMENSIONS NOT PROVIDED, REFER TO
ARCHITECTURAL DRAWINGS. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL
DRAWINGS WERE INTENDED TO CONFORM WITH THE INFORMATION PROVIDED ON
ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO
THE ARCHITECT OR STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH
ANY ADDITIONAL WORK.
7. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS, ETC. ARE SHOWN FOR
GENERAL INFORMATION ONLY. REFER TO RELATED DRAWINGS (ARCH., MECH., ELECT,
ETC.) FOR OTHER POSSIBLE EQUIPMENT SUPPORTS; WALL, FLOOR AND ROOF OPENINGS;
SLEEVES; AND OTHER EMBEDDED ITEMS NOT SPECIFICALLY INDICATED ON STRUCTURAL
DRAWINGS. COORDINATE ALL REQUIRED DIMENSIONS WITH APPLICABLE TRADE
CONTRACTORS PRIOR TO ANY STEEL FABRICATION OR CONCRETE PLACEMENT. ANY
OPENINGS REQUIRED TO BE LARGER THAN OPENINGS SHOWN SHALL BE VERIFIED PRIOR
TO CONSTRUCTION.
8. ALL FRAMING MEMBERS PROVIDED FOR MECHANICAL TRADES, LINTELS, ROOF OPENINGS,
ETC. ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT
MANUFACTURER'S DESIGN DATA FOR THE PROPOSED EQUIPMENT PRIOR TO STEEL SHOP
DRAWING SUBMITTAL, SO STRUCTURAL ENGINEER CAN VERIFY AND REDESIGN THE
SUPPORT FRAMING (IF NECESSARY) TO ACCOMMODATE THE ACTUAL CONDITION.
9. ALL SPECIAL INSPECTIONS REQUIRED BY THE BUILDING OFFICIAL SHALL BE CONDUCTED IN
ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE GOVERNING BUILDING CODE.
REFER TO THE SPECIAL INSPECTION REQUIREMENTS ON SHEET S-004 & S-005.
10. REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWINGS AND SUBMITTAL
REQUIREMENTS.
11. SHOP DRAWINGS AND SUBMITTALS PREPARED BY SUPPLIERS AND/OR SUBCONTRACTORS
SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO
SUBMISSION TO THE STRUCTURAL ENGINEER. ALL DEVIATIONS FROM THE CONTRACT
DOCUMENTS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS BY THE
CONTRACTOR. THE SCOPE OF THE STRUCTURAL ENGINEER'S REVIEW WILL BE LIMITED TO
CHECKING CONTRACTOR'S GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS
AND DESIGN CONCEPT. NO SHOP WORK IS PERMITTED TO COMMENCE UNTIL THE RETURN
OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR. DO NOT BEGIN SHOP WORK
UNTIL SHOP DRAWINGS ARE RETURNED WITH ENGINEER’S COMMENTS.
12. USE THE PROJECT SPECIFICATIONS IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS
TO DETERMINE THE COMPLETE PROJECT REQUIREMENTS. ANY DISCREPANCIES OR
CONFLICTS FOUND BETWEEN THE PROJECT SPECIFICATIONS AND THE STRUCTURAL
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL
ENGINEER IMMEDIATELY. THE STRICTEST PROVISION SHALL GOVERN UNLESS THE A/E
DETERMINES OTHERWISE.
CAST-IN-PLACE CONCRETE
ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ACI 301,
"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 117 "STANDARD SPECIFICATIONS
FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" WITH THE
FOLLOWING SUPPLEMENTAL REQUIREMENTS:
1. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH TYPE I OR TYPE II PORTLAND CEMENT
CONFORMING TO ASTM C150 AND AGGREGATES CONFORMING TO ASTM C33.
2. CONCRETE SHALL DEVELOP THE FOLLOWING 28-DAY COMPRESSIVE STRENGTH (F'c):
A. ALL CONCRETE WORK UNLESS NOTED OTHERWISE - 4,000 PSI.
B. CONCRETE SHALLOW SPREAD FOOTINGS BEARING ON SOIL - 3,000 PSI
3. GROUT UNDER STEEL COLUMN AND BEAM BEARINGS SHALL BE NON-METALLIC,
NON-SHRINK, NON-GAS FORMING, EXPANSIVE TYPE "SONOGROUT" BY
SONNEBORN/CONTECH, "SEALTIGHT 588" BY W.R. MEADOWS, "EUCO NS" BY THE EUCLID
CHEMICAL COMPANY, OR "MASTERFLOW 928" BY MASTERBUILDERS. GROUT UNDER STEEL
BEARINGS SUPPORTING EQUIPMENT SHALL BE "SIKADUR-42" HIGH STRENGTH POURABLE
EPOXY RESIN GROUT BY THE SIKA CORPORATION. TYPICAL, UNLESS NOTED OTHERWISE.
4. CONCRETE SHALL BE PLACED AT THE SITE WITHIN 90 MINUTES AFTER WATER HAS BEEN
ADDED TO THE CEMENT AND AGGREGATE. ADDITION OF WATER TO THE MIX AT THE
PROJECT SITE WILL NOT BE ALLOWED. ALL WATER MUST BE ADDED AT THE BATCH PLANT.
MAXIMUM WATER CEMENT RATIO FOR SLAB ON GRADE SHALL BE 0.45.
5. MAXIMUM LENGTH OF WALL POUR BETWEEN CONSTRUCTION JOINTS SHALL NOT EXCEED
60 FEET. JOINTS NOT INDICATED ON STRUCTURAL DRAWINGS ARE NOT PERMITTED
WITHOUT WRITTEN APPROVAL FROM STRUCTURAL ENGINEER.
6. MAXIMUM LENGTH OF SLAB POUR BETWEEN CONSTRUCTION JOINTS SHALL NOT EXCEED
100 FEET, WHILE MAXIMUM AREA OF A SINGLE SLAB POUR SHALL NOT EXCEED 10,000
SQUARE FEET. JOINTS NOT INDICATED ON STRUCTURAL DRAWINGS ARE NOT PERMITTED
WITHOUT WRITTEN APPROVAL FROM STRUCTURAL ENGINEER.
7. CHLORIDE BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE. OTHER
ADMIXTURES SHALL CONFORM TO ASTM C494.
8. MAXIMUM SLUMP SHALL BE 4" +/- 1", AS DETERMINED IN ACCORDANCE WITH ASTM C143.
9. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER 6% +/- 1 1/2%.
10. CONCRETE FINISH:
A. INTERIOR FLOOR SLABS - HARD TROWELED FINISH
B. PAVING SLABS/SIDEWALKS - FLOAT/BROOM
11. CJ SHOWN ON PLAN INDICATES EITHER SLAB CONTRACTION JOINT OR CONSTRUCTION
JOINT AT CONTRACTOR'S OPTION, REFER TO DETAIL 01/S-501.
12. WHERE INDICATED ON DRAWINGS PROVIDE NO. 15 LB. ASPHALT ROOFING FELT BOND
BREAKER BETWEEN SLABS AND WALLS.
13. ALL REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60,
EXCEPT AS NOTED. WELDED REINFORCING STEEL SHALL BE DEFORMED AND CONFORM
TO ASTM A706 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064,
AND BE FURNISHED IN FLAT SHEETS.
14. CONCRETE COVER ON REINFORCING STEEL SHALL BE PER CURRENT ACI 318 UNLESS
NOTED OTHERWISE.
15. REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS, UNLESS
NOTED OTHERWISE.
16. REINFORCING BARS REQUIRED FOR PROPER SUPPORT OF THE PRINCIPAL REINFORCING
SHALL BE DETAILED AND SUPPLIED BY THE CONTRACTOR WHETHER OR NOT THEY ARE
INDICATED ON THE DRAWINGS.
17. ALL HOOK BARS SHALL HAVE 90 DEGREE ACI STANDARD HOOKS, UNLESS NOTED
OTHERWISE. HOOKS MAY BE ROTATED TO MAINTAIN CLEARANCES. ALL BAR SPLICES AND
LAPS, WHEN NOT SPECIFICALLY DIMENSIONED ON DRAWINGS, SHALL BE PER ACI
STANDARD REQUIREMENTS. CLASS B LAPS SHALL BE USED, UNLESS NOTED OTHERWISE.
18. TOP AND BOTTOM BARS DESIGNATED AS CONTINUOUS IN STRUCTURAL DRAWINGS SHALL
BE LAPPED AS FOLLOWS:
A. TOP BARS NEAR MIDSPAN
B. BOTTOM BARS DIRECTLY OVER SUPPORTS
19 ALL LAP SPLICES, WHEN NOT SPECIFICALLY DIMENSIONED ON DRAWINGS, SHALL BE PER
ACI 318-14 SECTION 25.5.2.1. LAPPING BARS OF TWO DIFFERENT SIZES SHALL BE PER ACI
318-14 SECTION 25.5.2.2.
20. PROVIDE HORIZONTAL EXTERIOR CORNER BARS WITH SAME SIZE AND SPACING AS WALL
REINFORCING BARS, UNLESS NOTED OTHERWISE.
21. THE PLACEMENT OF CONDUITS IN CONCRETE SHALL ONLY BE ACCEPTED IN ISOLATED
CASES AND SHALL ADHERE TO THE FOLLOWING:
A. CONDUITS PLACED IN SLAB ON GRADE SHALL BE PLACED DIRECTLY ON THE SUBGRADE
OR VAPOR RETARDER. OUTSIDE DIAMETER OF CONDUIT SHALL NOT EXCEED 1/4 OF SLAB
THICKNESS.
B. ALUMINUM CONDUITS, PIPES, OR SLEEVES ARE NOT PERMITTED.
C. OUTSIDE DIAMETER OF CONDUITS SHALL BE 1" OR LESS WHERE EMBEDDED IN
STRUCTURAL SLABS, AND 1 1/2" OR LESS WHERE EMBEDDED IN BEAMS, WALLS OR
COLUMNS.
D. BUNCHING OF CONDUITS IS NOT PERMITTED. CONDUITS SHALL BE SPACED 3
DIAMETERS OR GREATER ON CENTER. NO CROSSOVERS ARE PERMITTED IN SLABS.
E. MINIMUM CONCRETE COVER ON CONDUITS SHALL BE 1 1/2".
22. ALL INTERIOR FLOOR SLABS SHALL BE FINISHED TO THE FOLLOWING TOLERANCES AND
SHALL BE MEASURED PER ASTM E1155 LATEST EDITION AND SHALL BE MEASURED WITHIN
72 HOURS OF SLAB CONCRETE PLACEMENT:
FF (FLATNESS): 30
FL (LEVELNESS): 20
FOUNDATIONS
1. ALL EXCAVATION WORK SHALL PROCEED WITH CAUTION TO AVOID DAMAGE TO UNKNOWN
UNDERGROUND UTILITIES.
2. THE FOUNDATION DESIGN IS BASED UPON THE RECOMMENDATIONS OUTLINED IN THE
GEOTECHNICAL STUDY BY xxxxxxxxx (PROJECT NO. xxxxxxxxxx DATED NOVEMBER xx,20xx).
CONTRACTOR SHALL REVIEW ENTIRE GEOTECHNICAL INVESTIGATION REPORT PRIOR TO
EXCAVATION WORK.
3. ALL EXCAVATION AND FILL SHALL BE PERFORMED ACCORDING TO THE ABOVE
REFERENCED GEOTECHNICAL REPORT.
4. ALL EXCAVATIONS SHALL BE INSPECTED BY A REPRESENTATIVE OF THE GEOTECHNICAL
ENGINEER, OR AN APPROVED GEOTECHNICAL TESTING AGENCY TO VERIFY THE PROPER
BEARING MATERIAL EXISTS PRIOR TO PLACING ENGINEERED FILL, FOUNDATION CONCRETE
AND/OR SLAB ON GRADE. FOUNDATION ELEVATIONS SHOWN ARE FOR BIDDING PURPOSES
ONLY, AND MAY VARY TO SUIT ACTUAL SUBSURFACE SOIL CONDITIONS.
5. SHALLOW SPREAD FOOTINGS BEARING ON NATURAL SOIL OR NEW GRANULAR
ENGINEERED FILL ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2,500 PSF.
SOILS UNSUITABLE FOR SUPPORTING FOUNDATIONS SHALL BE REMOVED AND BACKFILLED
TO THE DESIGN BEARING ELEVATION, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
6. ALL FOUNDATION BEARING SURFACES SHALL BE UNDISTURBED, LEVEL (WITHIN 1 IN 12),
AND UNLESS NOTED OTHERWISE, ALL FOOTINGS MAY BE POURED NEAT (WITHOUT SIDE
FORMS) WHERE SOIL CONDITIONS PERMIT.
7. ALL COLUMN DOWELS AND ANCHOR BOLTS SHALL BE SET BY A TEMPLATE METHOD PRIOR
TO CONCRETE PLACEMENT.
MASONRY
MASONRY WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT [[ACI 530
"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1
"SPECIFICATION FOR MASONRY STRUCTURES"]] IBC 2015]] [TMS 402 "BUILDING CODE FOR
MASONRY STRUCTURES" AND TMS 602 "SPECIFICATION FOR MASONRY STRUCTURES"]] IBC
2018]], WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:
1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL BE IN ACCORDANCE WITH ASTM C90,
NORMAL WEIGHT. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF UNITS SHALL BE 2,000 PSI
BASED ON THE NET AREA.
2. MORTAR FOR CONCRETE MASONRY SHALL BE TYPE S, IN ACCORDANCE WITH ASTM C270,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI IN 28 DAYS. ALL UNITS
SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD, BED (FACE SHELLS), WEBS, AND
COLLAR JOINTS.
3. ALL MASONRY REINFORCING STEEL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .