PW22_00011_6775 LISA LN_STAMPED APPROVED PLAN.pdf
PDF 9 MB Posted
- Attached to
- Lisa Lane Pond Rehabilitation Project
- Solicitation number
- PE-66098-NONST-2024-000000018
- Issued by
- Fulton County, Georgia
About this file
This document is a set of construction plans for a micropool extended detention pond rehabilitation project located at 6775 Lisa Lane in the City of Sandy Springs, Georgia. The project involves the replacement of a concrete gravity weir wall and rehabilitation of an existing micropool extended detention pond. Key details include:
The project scope includes the installation of a new reinforced concrete gravity weir wall, removal and disposal of existing materials and debris, and stabilization of all disturbed areas. The contractor is responsible for coordinating all work with utilities, affected property owners, and the City of Sandy Springs staff and onsite construction inspector. Erosion and sedimentation control measures must be implemented, and the contractor is required to restore the site to pre-construction condition upon completion. The total disturbed area for the project is 0.12 acres out of a total 0.42-acre site.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LOCATION SKETCH
DESIGNED IN ENGLISH UNITS.
PROJECT DESIGNATION:
OF 1988.
AMERICAN VERTICAL DATUM (NAVD)
1983)/94 WEST ZONE, AND THE NORTH
COORDINATE SYSTEM OF 1984 (NAD
USING THE HORIZONTAL GEORGIA
THIS PROJECT HAS BEEN PREPARED
AND A TOTAL DISTURBED AREA OF 0.12 ACRES
THIS PROJECT HAS A TOTAL AREA OF 0.42 ACRES
DESIGN
PLANS PREPARED BY:
SANDY SPRINGS LISA LANE
POND REHABILITATION
POND REHABILITATION FROM SITE IN ACCORDANCE WITH THE ATTACHED PLANS.
5) CONTRACTOR IS RESPONSIBLE FOR HAULING SEDIMENT AND DEBRIS REMOVED
G
E
ORG
I
A
E
NGINEER
R
EG
ISTERED
SA
M
O H
T
PROFESSIONAL
No. 028001
TTOCS
L E
VARF
GRAVITY WEIR WALL AND REHABILITATION OF A MICROPOOL EXTENDED DETENTION POND.
GENERAL DESCRIPTION: THIS PROJECT INVOLVES THE REPLACEMENT OF A CONCRETE
SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.
OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO
SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT
FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE
INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY
2) THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF SANDY SPRINGS.
1) THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE AFFECTED UTILITIES.
3) THE CONTRACTOR SHALL COORDINATE ALL WORK WITH AFFECTED PROPERTY OWNERS.
SITE TO THE PRE-CONSTRUCTION CONDITION.
7) THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS AND SHALL RESTORE THE
AS TO PREVENT SEDIMENT FROM LEAVING SITE.
11) CONTRACTOR WILL PROVIDE SUITABLE EROSION AND SEDIMENT CONTROL MEASURES SO
THIS INCLUDES CHAIN LINK FENCING.
8) THE CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY DAMAGED FENCING.
CITY OF SANDY SPRINGS STAFF OR ONSITE CONSTRUCTION INSPECTOR.
4) PERFORM ALL WORK IN ACCORDANCE WITH THE ATTACHED PLANS OR AS DIRECTED BY
MATERIALS AND DEBRIS.
CONDITIONS, INCLUDING THE REMOVAL AND SUITABLE DISPOSAL OF ALL CONSTRUCTION
12) CONTRACTOR IS RESPONSIBLE FOR RESTORING PROPERTIES TO PRE-EXISTING
REGARDING EROSION CONTROL DEVICES, PIPE CONNECTIONS, ETC.
14) CONTRACTOR TO REFER TO GDOT STANDARDS AND DETAILS FOR SPECIFIC INFORMATION
INSPECTOR OF ANY PLAN DISCREPANCIES OR CHANGES IN QUANTITIES IMMEDIATELY.
15) CONTRACTOR TO NOTIFY CITY OF SANDY SPRINGS STAFF OR ONSITE CONSTRUCTION
.INSPECTOR
ACTIVITY WITH THE CITY OF SANDY SPRINGS STAFF AND THE ONSITE CONSTRUCTION
13) THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION
CONSTRUCTION INSPECTOR.
TO THOSE INDICATED ON PLANS OR AS DIRECTED BY THE CITY STAFF OR ONSITE
6) CONTRACTOR TO PROVIDE NECESSARY BACKFILL MATERIAL AND SHALL RESTORE GRADES
WITH CITY STAFF AND PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION.
10) CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING A PRECONSTRUCTION MEETING
RESULT OF THIS PROJECT.
9) THE CONTRACTOR SHOULD REPLACE ANY DAMAGED PROPERTY WHICH OCCURS AS A
SCOPE OF SERVICE
LOCATION
PROJECT
P L
DEPARTMENT OF PUBLIC WORKS
ABDUL HOWLANDER (404) 612-4248
SEWER - FULTON CO. SEWER
PEARLY SKIPPER (678) 824-3721
WATER - ATLANTA WATERSHED MGMT
LAMONTE WASLIEN (404) 947-0729
POWER - GEORGIA POWER
UTILTIES IN AREA & CONTACT INFO
100% IN COUNCIL DISTRICT NO. 4.
FULTON COUNTY AND IS
THIS PROJECT IS 100% IN
6775/6785 LISA LANE
9/19/2022 tfravel
GPLOT-V8
gplotborder-V8i-PO.tbl
01.dgn
12:49:38 PM
GPLN
10/23/2015
DRAWING No.
P.I. No.
CITY OF SANDY SPRINGS
CONCOV
24 HOUR CONTACT:
Phone Number
Street Address
City. State Zip
(770) 730-5600
1 GALAMBOS WAY
SANDY SPRINGS, GA 30328
PLANS PREPARED FOR:
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
OF 1501
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
SUBJECT TO ALL SANDY SPRINGS ORDINANCES AND GEORGIA STATE LAWS.
BY:_____________________________________________Natalie G Adkisson 6775 LISA LN PW22-00011R167
L
IS
A L
N
P W
-0
R
INDEX
DESCRIPTIONDRAWING NO.
COVER
INDEX
GENERAL NOTES
CONSTRUCTION PLAN
EXISTING CONDITIONS
BMP LOCATION DETAILS
EROSION CONTROL DETAILS
9 LANDSCAPING PLAN
13-15
6-7 GRAVITY WEIR WALL DETAILS
8 DRAINAGE PROFILE
10-12
8/1/2022 mnew
GPLOT-V8
02.dgn
1:26:17 PM
10/23/2015
REVISION DATES
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
LISA LANE POND REHABILITATION
OF 1502
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
SUBJECT TO ALL SANDY SPRINGS ORDINANCES AND GEORGIA STATE LAWS.
BY:_____________________________________________Natalie G Adkisson
GENERAL NOTES
PROJECT GENERAL NOTES
FALL WITHIN EASEMENT AREAS.
CONCRETE AND ASPHALT MATERIALS REMOVED FROM THE PROJECT SITE MAY NOT BE PLACED IN FILL LOCATIONS THAT
DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND TO
CONSTRUCTION. PHOTOS MAY BE DIGITAL.
10. CONTRACTOR TO PROVIDE PRE-C0NSTRUCTION PHOTOS OF NEARBY DRIVEWAY TO PROJECT ENGINEER PRIOR TO
ADDITIONAL NOTES:
107.07 OF THE GEORGIA STANDARD SPECIFICATIONS.
3. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-SECTION
IN PRICE BID FOR "GRADING COMPLETE".
REQUIRED IN ACCORDANCE WITH SECTION 411 OF THE GEORGIA STANDARD SPECIFICATIONS AND WILL BE INCLUDED
6. IN AREAS WHERE NEW PAVEMENT OR PAVEMENT WIDENING IS REQUIRED, SAW CUT OF EXISTING PAVEMENT WILL BE
ENGINEER.
LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION, SHALL NOT BE DISTURBED UNLESS DIRECTED BY THE
5. STRUCTURES, TREES, SHRUBS AND OTHER PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT
POLLUTION CONTROL PLAN (ESPCP) OR AS DIRECTED BY THE ENGINEER.
TEMPORARY STRAW MULCH AND/OR TEMPORARY VEGETATION SHALL BE USED AS PER THE EROSION AND SEDIMENTATION
IN ORDER TO REDUCE THE POTENTIAL FOR EROSION. IF THE SEASON DOES NOT PERMIT PERMANENT GRASSING,
7. ALL CUT AND FILL SLOPES SHALL BE STABILIZED TO COMPLY WITH SECTION 161.3.05.B OF THE SPECIFICATIONS
5. RETAIN EXISTING GRASS WHERE PRACTICAL.
PRIOR TO PLANTING.
CONTRACTOR SHALL PROVIDE LIST OF SELECTED PLANTS TO PROJECT ENGINEER
PROJECT IN ITS ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION.
THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT EXISTS ON THE
FACILITIES NOT SHOWN ON PLANS WILL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY UNDER
ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN
2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS, AND ARE NOT NECESSARILY
AND SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD
IS 0.11 ACRES.
9. AN N.O.I. (NOTICE OF INTENT) IS NOT REQUIRED FOR THIS PROJECT. THE DISTURBED AREA
PRIOR TO THE START OF ANY LAND DISTURBING ACTIVITIES.
107.23.F OF THE SPECIFICATIONS AND THE ESPCP. IN GENERAL, EROSION CONTROL ITEMS SHOULD BE INSTALLED
LAND DISTURBING ACTIVITIES THAT INVOLVE ENVIRONMENTAL SENTITIVE AREAS (ESA’S) AS DEFINED UNDER SECTION
SEDIMENTATION POLLUTION CONTROL PLAN (ESPCP). EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
8. EROSION CONTROL MEASURES SHALL BE INSTALLED TO BE IN COMPLIANCE WITH THE APPROVED EROSION AND
CITY OF SANDY SPRINGS TRANSPORTATION NOTES
THE FACILITIES SHALL BE REMOVED PROMPTLY ONCE THE PROJECT IS ACCEPTED.
5. CONTRACTOR SHALL PROVIDE ADEQUATE ON-SITE RESTROOM FACILITIES FOR WORK CREW FOR DURATION OF THE PROJECT.
OF THE CONTRACTOR.
4. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING, AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY
PRECAUTIONS AS REQUIRED BY THE APPLICABLE REGULATORY AGENCIES.
THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY
3. CONTRACTOR’S MEANS, METHODS, SEQUENCE, TECHNIQUES, OR PROCEDURES IN PERFORMING THE WORK IS SOLELY
AND "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.
2. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT)
TO DRAINAGE STRUCTURES OR DITCHES.
1. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND
EROSION CONTROL NOTES
4. FOR PLANTING ALONG TOE OF SLOPES, USE PLANTS FROM THE FOLLOWING LIST:
3. CONTRACTOR SHALL NOT DISTURB TREES OUTSIDE LIMITS OF CONSTRUCTION.
VEGETATION ALLOWS.
2. TIE-IN SLOPES MUST BE BLENDED IN TO EXISTING SLOPES AS PROPERTY, TERRAIN, AND
CONTRACTOR MUST PROVIDE 48 HOURS ADVANCE NOTICE PRIOR TO DEMOLITION AND/OR CONTRUCTION OF DRIVEWAYS.
ALL COMMUNICATION SHALL BE THROUGH CITY PROJECT MANAGER
DANIEL MICHAEL BRENNAN PRIOR TO CONSTRUCTION ALONG THEIR PROPERTY. AFTER PRECONSTRUCTION MEETING,
1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING LON D & KRISTA FANCHER AND DAVID MICHAEL FORD &
(SEASON APPROPRIATE GRASS) THE RESTORED SURFACE.
AND SHALL SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN SEED AND STRAW
3. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, OR BETTER CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE CITY.
2. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL
CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS, AND PERMITS.
WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER POLLUTION PREVENTION REQUIREMENTS
1. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY
11. CONTRACTOR SHALL PUMP OUT WATER PRIOR TO GRADING. THIS COST WILL BE INCLUDED IN GRADING COMPLETE.
SCIRPUS VALIDUS
SCIRPUS CYPERINUS
SCIRPUS CALIFORNICUS
JUNCUS EFFUSUS
CYPERUS ODORATUS
CAREX SPP.
WOODWARDIA VIRGINICA
OSMUNDA REGALIS
OSMUNDA CINNAMOMEA
SORGHASTRUM NUTANS
PANICUM VIRGATUM
LEERSIA ORYZOIDES
CHASMANTHIUM LATIFOLIUM
ANDROPOGON VIRGINICUS
ANDROPOGON GLOMERATUS
SOFTSTEM BULRUSH
WOOLGRASS
GIANT BULRUSH
SOFT RUSH
FLAT SEDGE
CAREX SEDGES
VIRGINIA CHAIN FERN
ROYAL FERN
CINNAMON FERN
YELLOW INDIAN GRASS
SWITCHGRASS
RICE CUT GRASS
UPLAND SEA-OATS
BROOM GRASS
BUSHY BROOM GRASS
SEDGE
SEDGE
SEDGE
SEDGE
SEDGE
SEDGE
FERN
FERN
FERN
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS 1 GALLON 2 FT.
1 GALLON 2.5 FT.
2.5 QUART 2 FT.
1 GALLON 2 FT.
1 GALLON 2.5 FT.
1 GALLON 2 FT.
1 GALLON 2 FT.
1 GALLON 2 FT.
1 GALLON 2.5 FT.
2 FT.1 GALLON
1 GALLON 2 FT.
1 GALLON 2 FT.
1 GALLON
1 GALLON
2 FT.
2 FT.
1 GALLON 2 FT.
SPACINGSIZETYPESPECIES COMMON NAME
8/1/2022 mnew
GPLOT-V8
03.dgn
1:26:19 PM
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
LISA LANE POND REHABILITATION
OF 1503
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
EXISTING CONDITIONS
NOTES:
LOCAL UTILITY PROVIDERS AS WELL FOR RELOCATION IF DESIRED.
PRIOR TO CONSTRUCTION AND SHALL COORDINATE WITH
1. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS
ELECTRIC
SANITARY SEWER WITH FLOW DIRECTION
WATER
GAS
8/1/2022 mnew
GPLOT-V8
04.dgn
Design File and Plot Substitution information
1:26:26 PM
GPLN
10/23/2015
LISA LANE POND REHABILITATION
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
SCALE IN FEET
0 40 80 OF 1504
PL
LANDSCAPING
INV.: 1091.76’
#5
STRUCTURE
OUTLET CONTROL
18" CPP
18" CMP
INV.: 1085.19’
C P P
INV.: 1079.71’
R C P
INV.: 1080.46’
INV. OUT: 1084.28’
INV. IN: 1084.32’
TOP: 1090.15’
DWCB
INV. OUT: 1084.71’
TOP: 1090.20’
DWCB
D P
M
INV.: 1080.97’
#1
#10
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
CONSTRUCTION PLAN
POINT
CONTROL DATA TABLE
NORTH
1433260.824
EAST
2241162.917
ELEV.
1093.37
DESC.
1 1433319.681 2241226.920 1091.79 60D NAIL
60D NAIL10
1433284.172 2241342.401 1097.96 60D NAIL2
METAL TRASH/DEBRIS RACK
PIPE CAP
DEVICE/SYSTEM
WATERMANN WATER QUALITY
TOP OF INLET = 1081.00
6" PVC
4.0’
2.5’
PLAN VIEW PROFILE VIEW
BOTTOM OF STRUCTURE = 1078.50
(RETAIN EXISTING IF PRACTICAL)
48" PERFORATED CMP
UIDE CHANNEL SECTION VIEWG
TP 3 RIP RAP, 18" DEPTH
OUTFALL THROUGH WEIR WALL
PLACE 57 STONE AROUND CMP
SEDIMENT DEPTH MARKER DETAIL
1. 5’
3"
N.T.S
DISTURBED LIMITS (CUT LINE)
LEGEND
12"
9/19/2022 tfravel
GPLOT-V8
gplotborder-v8i-PO.tbl
05.dgn
12:51:36 PM
GPLN
10/23/2015
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
SCALE IN FEET
0 40 80
POINT
CONTROL DATA TABLE
NORTH EAST DESC.ELEV.
INSTALL FIXED VERTICAL SEDIMENT DEPTH MARKER IN FOREBAY.
2’
BERM EL. = 1078.00
NOTES:
RESET CHAINLINK FENCE
OF 1505
3. FOOTING SHALL BE CLASS A CONCRETE.
MEASURED FROM TOP OF FOOTING.
2. TOTAL HEIGHT OF MARKER SHALL BE 5’
WHITE WITH SEGMENT LENGTH OF 6".
SEGMENTS OF RED AND
1. MARKER SHALL BE FIBERGLASS WITH
GUTTER IF DAMAGE OCCURS DURING CONSTRUCTION.
CONTRACTOR SHALL REPAIR ROADWAY & CURB AND
IF DAMAGED DURING CONSTRUCTION.
CONTRACTOR SHALL REPAIR STORM DRAIN
THIS AREA SO DITCH FLOWS.
SPREAD RIP RAP BY HAND IN
PL
LANDSCAPING
#5
STRUCTURE
OUTLET CONTROL
#1
#10
26 SY, 18" DEPTH
TP 3 RIP RAP
GUIDE CHANNEL
10781076
LISA LANE
CLEAN OUT STANDPIPE
ROCK FILTER RING
RIP RAP GUIDE CHANNEL
18"
PVC OUTFALL
SEE SHEET 6.
REPLACE WITH REINFORCED CONCRETE GRAVITY WEIR WALL.
REMOVE EXISTING MORTAR WALL/
A1
20 SY TP 3 RIPRAP
18" HDPE SLOPE DRAIN PIPE
REMOVE & INSTALL 20 LF
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
2’ 2’ 2’
9’
1.5’
6’
G
E
ORG
I
NGINEER
R
EG
ISTERED
SA
M
O H
T
PROFESSIONAL
No. 028001
TTOCS
L E
VARF
GRAVITY WEIR WALL DETAILS
9/19/2022 tfravel
GPLOT-V8
06.dgn
12:53:06 PM
GPLN
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
LISA LANE POND REHABILITATION
SCALE IN FEET
0 20 40
10951095
10951095
0+00 1+000+50
PLAN
EXISTING STRUCTURE
2241035.2440’E:
1433276.7720’N:
END WALL
2241062.2529’E:
1433216.5514’N:
BEGIN WALL
TOTAL LENGTH OF WALL = 66’-0"
8’-0" 22’-0" 6’-0" 8’-0"22’-0"
ELEVATION
NOTES:
TOP OF FOOTING
SECTION A-A
EL. = 1086.86
EL. = 1085.36
2’
EL. = 1084.86
EL. = 1077.86
EL. = 1081.00
EL. = 1077.86
#5 BAR @ 12" O.C.
#5 BAR @ 12" O.C.
2" CLR. (TYP.)
3" CLR.
2" CLR.
6" PVC
MODIFIED BY CONTRACT DOCUMENTS.
SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS
2’-6" MINIMUM LAP
ASHLAR FACADE (SEE SHEET 7)
UNDERCUTTING IN TYPE II BACKFILL.
INCLUDE COST FOR GEOTEXTILE FABRIC AND
AT THE TIME OF CONSTRUCTION.
IF THE SUBGRADE SOILS ARE DRY AND STABLE
OF THE ENGINEER, AND MAY BE ELIMINATED
THIS WORK SHALL BE DONE AT THE DIRECTION
GRANULAR/ROCK BACKFILL MATERIAL.
SUBGRADE AND THEN PLACING
GEOTEXTILE FABRIC ON THE EXPOSED
5. UNDERCUT 3 FEET OF SOILS, PLACING
AT A MAXIMUM OF 30’-0" SPACING.
4. CONTRACTION JOINTS SHALL BE LOCATED
CONCRETE. GROUT AROUND 6" PIPE.
3. INSTALL 6" PVC BY USING 8" PIPE IN
PROVIDE EXAMPLES TO CITY PROJECT MANAGER.
ON BOTH SIDES OF WALL. CONTRACTOR SHALL
2. WALL FACE SHALL HAVE ASHLAR FACADE
1. WALL SHALL BE CLASS A CONCRETE.
STONE CAP (SEE SHEET 7)
STRUCTURE
OUTLET CONTROL
6" PVC
OF 1506
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
PLAN
SECTION
TIE-HVR-195VB Anchor System
GRANITE VENEER
ASHLAR PATTERN
VERTICAL J-HOOK
L-SHAPED BRACKET
12 GA. X 2-�"
WIRE MASONRY TIE
MORTAR
BRASS EXPANSION BOLTS
�" l,�" l, OR �" l
�" l
WIRE MASONRY TIE
�" l
BRASS EXPANSION BOLTS
L-SHAPED BRACKET
12 GA. X 2-�"
VERTICAL J-HOOK
�" l,�" l, OR �" l
GRANITE VENEER
ASHLAR PATTERN
MORTAR
316.
BE STAINLESS STEEL: AISI TYPE 304 OR
3.) ALL BRACKETS, HOOKS, AND TIES SHALL
REQUIREMENTS OF ASTM C270.
2.) MORTAR MUST MEET PROPERTY
(ASTM C109).
COMPRESSIVE STRENGTH OF 1800 PSI
1.) MORTAR MUST HAVE 28 DAY
NOTES:
(SEE NOTES 1&2)
(SEE NOTES 1&2)
GRAVITY WEIR WALL
GRAVITY WEIR WALL DETAILS
GRAVITY WEIR WALL
M
IN
IM
U M
N
C H
O R
B E
D
IN
T
C
N C
R E
T E
IN
B E
D
4-�" THREADED ANCHORS
DRILL AND EPOXY
GROUT IN PLACE
USING HILITI HIT HY-200.
4’’ STONE CAP
8/1/2022 mnew
GPLOT-V8
07.dgn
1:26:50 PM
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
LISA LANE POND REHABILITATION
SCALE IN FEET
0 20 40 OF 1507
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
DRAINAGE PROFILE
1"=20’ HORIZONTAL
1"=5’ VERTICAL
RGM
26 SY, 18" DEPTH
TP 3 RIP RAP
SERIES A PIPE
POND PROFILE
3 FEET
UNDERCUT EXCAV.
RIPRAP SELECTION
SERIES A GUIDE CHANNEL
V
2gC (Gs -1) 2D50=
V
2gC (Gs -1) 2D50=
V25 = 2.93 FPS
g=32.2 ft/s
C = 1.20
Gs = 2.65
TP 3 RIPRAP IS SUFFICIENT.
V25 = 1.82 FPS
g=32.2 ft/s
C = 1.20
Gs = 2.65
D50=0.06’=1" D50=0.02’=1"
8/1/2022 mnew
GPLOT-V8
08.dgn
1:26:52 PM
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
LISA LANE POND REHABILITATION
11001100
11001100
0+00 0+50 1+00
20 LF
REQ’D 18" SLOPE DRAIN PIPE
F.L. 1085.19
BACKFILL ERODED SLOPE AREAS
11001100
11001100
0+00 0+50 1+00 1+50 2+00 2+50 3+00
EX. F.L. 1080.97
EX. F.L. 1079.71
FOREBAY BOTTOM EL.= 1075.00
MICROPOOL BOTTOM EL.= 1075.00
F.L. 1077.00 F.L. 1076.62
(RETAIN)
PLASTIC-LINED CMP
EX. 48" STORM DRAIN PIPE
EL. 1081.00
GDOT STD 9031U
A1 - CONCRETE COLLAR
EL. 1084.86
EL. 1085.36
OCS TOP = 1081.00
OCS BOTTOM = 1078.50
EL. 1078.30
6" PVC OUTFALL
WATERMANN DEVICE
25 YEAR HGL
100 YEAR HGL
F.L. 1085.48
F.L. 1085.82
OF 1508
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
LEGEND
LANDSCAPING PLAN
APPROVED PLANT (SEE SHEET 3)
6’ "BUTTONBUSH" SHRUB (X16)
9/19/2022 tfravel
GPLOT-V8
09.dgn
12:54:37 PM
GPLN
10/23/2015
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
SCALE IN FEET
0 40 80
"BUTTONBUSH SHRUB"
APPROVED PLANTS
OF 1509
PL
LANDSCAPING
#5
STRUCTURE
OUTLET CONTROL
#1
#10
LISA LANE
18"
10781076
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
BMP LOCATION DETAILS
CONSTRUCTION EXIT
Rd ROCK FILTER DAM (SEE SHEET 3)
Co
Sd2-P INLET SEDIMENT TRAP
Rd
Sd2-P
Co
9/19/2022 tfravel
GPLOT-V8
10.dgn
12:56:14 PM
GPLN
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
SCALE IN FEET
0 40 80
LISA LANE POND REHABILITATION
INITIAL STAGE
AFTER WALL IS REMOVED, INSTALL ROCK FILTER DAM IN ITS LOCATION.
INITIAL STAGE - CONSTRUCT INLET SEDIMENT TRAP AND CONSTRUCTION EXIT.
OF 1510
REPLACE IF DAMAGED OCCURS DURING CONSTRUCTION.
CONTRACTOR SHALL PROTECT CURB INLET TOP OR
PL
STRUCTURE
OUTLET CONTROL
LISA LANE
18"
LANDSCAPING
#5
#1
#10
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
CONSTRUCTION EXIT
Rd ROCK FILTER DAM (SEE SHEET 3)
Co
Sd2-P INLET SEDIMENT TRAP
Rd
Sd2-P
Co
9/19/2022 tfravel
GPLOT-V8
11.dgn
12:57:48 PM
GPLN
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
SCALE IN FEET
0 40 80
LISA LANE POND REHABILITATION
INTERMEDIATE STAGE
ENSURE AREA AT WALL FOUNDATION REMAINS DRY DURING WALL CONSTRUCTION.
INTERMEDIATE STAGE - MAINTAIN EROSION CONTROL DEVICES DURING CONSTRUCTION.
OF 1511
PL
STRUCTURE
OUTLET CONTROL
LISA LANE
18"
LANDSCAPING
#5
#1
#10
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
Sd2-F
LEGEND
CONSTRUCTION EXIT
Rd ROCK FILTER DAM (SEE SHEET 3)
Co
Sd2-P INLET SEDIMENT TRAP
Co
SLOPE STABILIZATIONSs
Ss
Ss
Ss
Ss
Ss Ss
9/19/2022 tfravel
GPLOT-V8
12.dgn
12:59:17 PM
GPLN
10/23/2015
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
SCALE IN FEET
0 40 80
LISA LANE POND REHABILITATION
FINAL STAGE
REMOVE SEDIMENT TRAP AND CONSTRUCTION EXIT.
PLANT SHRUBS AND APPROVED PLANTS. WHEN ALL WORK IN POND IS COMPLETE,
FINAL STAGE - CONSTRUCT GRAVITY WEIR WALL AND REMOVE ROCK FILTER DAM.
OF 1512
PL
LANDSCAPING
#5
STRUCTURE
OUTLET CONTROL
#1
#10
10781076
LISA LANE
18"
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
EROSION CONTROL DETAILS
8/1/2022 mnew
GPLOT-V8
EC_DETAILS.dgn
1:31:20 PM
10/23/2015
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS mnew
GPLOT-V8
1:32:09 PM
10/23/2015
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS mnew
GPLOT-V8
1:32:57 PM
10/23/2015
Acworth, GA 30101
5160 Acworth Landing Drive
DESIGN CONSULTANT
PLANS PREPARED AND SUBMITTED BY:
AMERICAN ENGINEERS, INC.
Louisville, KY 40223
(502) 245-3813
(770) 421-8422
PROFESSIONAL ENGINEERING
65 Aberdeen Drive
Glasgow, KY 42141
(270) 651-7220 www.aei.cc
2500 Nelson Miller Parkway
Branch Offices
PERMITTED
10/25/2022
BUILDING PERMIT
SANDY SPRINGS, GA. COMMUNITY DEVELOPMENT DEPARTMENT
THESE PLANS WERE REVIEWED WITH RESPECT TO BUILDING CODES ONLY. NO EFFORT WAS MADE TO
CHECK THE ELECTRICAL, PLUMBING, MECHANICAL OR STRUCTURAL DESIGN OTHER THAN TO
COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE BUILDING CODES. STRUCTURAL REVIEW ALSO CONSIDERED APPLICABILITY OF A SPECIAL INSPECTIONS PROGRAM. STRUCTURAL INTEGRITY IS THE TOTAL RESPONSIBILITY OF THE OWNER AND THE OWNER'S AGENTS. THIS BUILDING PERMIT IS
File details come from the government source that posted it. Updated .