Addendum 1 - Revised Plans
4 MB Posted
- Attached to
- RFP for Rogers Bridge Park Trailhead - Phase 1
- Solicitation number
- CP22-01
- Issued by
- Lincoln County, Georgia
About this file
This addendum comprises revised construction plans for the Rogers Bridge Park Trailhead Phase 1 project being developed by the City of Duluth, Georgia Parks & Recreation Department at 4205 Rogers Bridge Road, Duluth, GA 30096. The project involves comprehensive site development including demolition of existing structures (a 1,008 square foot metal building and associated infrastructure), removal of utilities and site features, and construction of new facilities including a building, sidewalks, cul-de-sac, and stormwater management features. The plans are organized into multiple sheets covering civil demolition (CD-101), erosion and sediment control in three phases (CE-101, CE-201, CE-301), and civil grading (CG-101). Key site features include a disturbed area of 2.20 acres requiring 1,465 linear feet of silt fencing for the initial phase and 1,793 linear feet for subsequent phases. The site is located within a 35-foot stream buffer adjacent to the Chattahoochee River, with an approximate 100-year flood elevation of 901.4. Critical project notes indicate the contractor must coordinate with the adjacent Rogers Bridge pedestrian bridge construction, maintain existing utilities where specified, implement comprehensive erosion and sediment control measures, and obtain all necessary permits and field utility locates prior to construction commencement.
The revised plans include detailed specifications for erosion control implementation across initial, intermediate, and final construction phases, with requirements for silt fencing, inlet sediment traps, excavated inlet protection, and flocculant blocks. Erosion and sediment control contact is John Keating at (770) 497-5328. The design professional is Kevin Hendrix, P.E., with Level II Certification No. 000072292, valid through 09/26/2023. The plans specify that any disturbed area exposed for more than 14 days must be stabilized with mulch or temporary seeding, and any idle area for more than 30 days requires permanent seeding stabilization. The project includes two bioretention facilities with specific elevation and dimension specifications, new stormwater infrastructure including 15-inch RCP pipes and drainage flumes, and preservation of existing sanitary sewer lines and underground electrical systems. The contractor is responsible for completing the 7-day erosion inspection following initial perimeter control installation and must comply with Georgia Erosion Control Manual standards and NPDES water quality monitoring requirements throughout construction.
Text of this file
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Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond &
Company.
ORIGINAL SHEET SIZE: 22" X 34"
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SHEET KEYNOTES
1. EXISTING FENCING TO BE DEMOLISHED AS SHOWN, TYPICAL.
2. REMOVE EXISTING SANITARY SEWER LATERAL AS NEEDED FOR
CONSTRUCTION. CAP AND ABANDON IN PLACE THE REMAINING
SEWER LATERAL.
3. EXISTING 15" CMP TO BE DEMOLISHED.
4. EXISTING UTILITY LINE TO BE REMOVED. CONTRACTOR TO
COORDINATE WITH SERVICE PROVIDER(S).
5. EXISTING GRAVEL PARKING TO BE DEMOLISHED.
6. CLEANLY SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
7. EXISTING WATER LINE TO BE DEMOLISHED. FIRE HYDRANT TO BE
RELOCATED. SEE CIVIL UTILITY PLAN FOR DETAILS.
8. EXISTING SANITARY SEWER LINE TO REMAIN. CONTRACTOR TO
PRESERVE AND PROTECT.
9. EXISTING WATER VALVE TO BE RELOCATED. SEE CIVIL UTILITY PLAN
FOR DETAILS.
10. EXISTING FIRE HYDRANT TO BE RELOCATED. SEE CIVIL UTILITY PLAN
FOR DETAILS.
11. EXISTING METAL BUILDING AND SURROUNDING CONCRETE
SIDEWALK TO BE DEMOLISHED AS SHOWN.
12. EXISTING UNDERGROUND ELECTRICAL TO REMAIN. CONTRACTOR TO
PRESERVE AND PROTECT.
13. NOT USED.
14. NOT USED.
15. EXISTING SIGN TO BE REMOVED BY THE CITY OF DULUTH.
CONTRACTOR TO DEMOLISH CONCRETE FOOTING.
16. EXISTING WATER LINE TO BE RELOCATED TO AVOID CONFLICT WITH
NEW BUILDING. (SEE CIVIL UTILITY PLAN FOR DETAILS)
DEMOLITION LEGEND
UTILITY, WALLS, FENCES, TO BE DEMOLISHED.
(UNLESS OTHERWISE NOTED)
X
EXISTING TREE TO BE REMOVED.
LOD LIMITS OF DISTURBANCE
SURFACE IMPROVEMENTS (SLABS, PAVEMENTS,
CURBING, ETC.) TO BE DEMOLISHED UNLESS
OTHERWISE NOTED
1. REFER TO SHEETS C-002 AND C-003 FOR LEGEND, ABBREVIATIONS
AND CIVIL NOTES.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION
PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
3. SEE TREE PROTECTION AND REPLACEMENT PLANS FOR
INFORMATION ON DEMOLITION OF EXISTING TREES.
4. CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED PRIOR TO
START OF CONSTRUCTION.
5. CONTRACTOR TO PROVIDE ALL NECESSARY BARRICADES AND
SIGNAGE TO CLOSE SIDEWALK IN ACCORDANCE WITH CITY OF
DULUTH REGULATIONS AND REQUIREMENTS.
GENERAL SHEET NOTES
SCALE: 1" = 30'
0 15' 30' 60' 90'
A1
CIVIL DEMOLITION PLAN
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Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411 CD-101
CHATTAHOOCHEE RIVER
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CONTRACTOR TO REFERENCE AND
COORDINATE WITH "ROGERS
BRIDGE AT CHATTAHOOCHEE RIVER
PEDESTRIAN BRIDGE", BY OTHERS.
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PRESERVE AND
PROTECT EXISTING
POWER METER.
POWER LINE HAS
BEEN RELOCATED TO
BE UNDERGROUND.
FIRE FLOW TEST SHOWN ON
SHEET CU101 PERFORMED
ON THIS HYDRANT.
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APPROXIMATE LOCATION
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100-YEAR FLOOD PLAIN
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TIMBER WALL
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Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond &
Company.
ORIGINAL SHEET SIZE: 22" X 34"
r k w a y
L a n e
P e a c h t r e e
C o r n e r s
G
A
S u i
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ISSUED FOR CONSTRUCTION
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CHATTAHOOCHEE RIVER
CONTRACTOR TO REFERENCE AND
COORDINATE WITH "RODGERS
BRIDGE AT CHATTAHOOCHEE RIVER
PEDESTRIAN BRIDGE", BY OTHERS.
SCALE: 1" = 30'
0 15' 30' 60' 90'
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411 A1
E&S CONTROL- INITIAL PHASE CE-101
E
S
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O N
T R
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DESIGN PROFESSIONAL:
KEVIN HENDRIX, P.E.
LEVEL II CERTIFICATION
No.: 000072292
EXPIRES : 09/26/2023
24-HOUR EROSION AND
SEDIMENTATION CONTROL
CONTACT:
JOHN KEATING
PHONE (770)497-5328
SEE ANNOTATED EROSION CONTROL
CHECKLIST ON SHEET CE-006
INITIAL EROSION CONTROL NARRATIVE
THE CONTRACTOR WILL BE RESPONSIBLE FOR FILING A NOTICE OF INTENT WITH THE GA EPD IN ACCORDANCE WITH ALL
APPLICABLE REGULATIONS, AND FOR VERIFYING THAT ALL NECESSARY PERMITS ARE IN PLACE PRIOR TO CONSTRUCTION.
IN THE INITIAL PHASE, THE PERIMETER EROSION CONTROL ITEMS SHOULD BE INSTALLED BEFORE ANY MAJOR DEMOLITION.
SAW-CUTTING OF EXISTING PAVING AND MINOR DEMOLITION MAY NEED TO OCCUR FOR THE INSTALLATION OF THESE
MEASURES, BUT THIS SHOULD BE LIMITED TO JUST THE DEMOLITION NECESSARY FOR THE PERIMETER EROSION CONTROL
INSTALLATION (SILT FENCING AND CONSTRUCTION EXIT AS SHOWN). AFTER THE PERIMETER EROSION CONTROL
INSTALLATION, FURTHER DEMOLITION CAN OCCUR FOR THE INSTALLATION OF THE SEDIMENT STORAGE ITEMS.
EXCAVATED INLET TRAPS WILL BE INSTALLED IN THE LOCATION SHOWN TO PROVIDE SEDIMENT STORAGE. AFTER THE
PERIMETER EROSION CONTROL ITEMS AND THE SEDIMENT STORAGE BMP'S HAVE BEEN INSTALLED, THE CONTRACTOR
SHOULD CONTACT THE DESIGN PROFESSIONAL AND THE COR FOR THE COMPLETION OF THE 7-DAY EROSION INSPECTION.
AFTER THIS INSPECTION IS COMPLETE AND SATISFACTORY, THE REMAINING DEMOLITION CAN BE COMPLETED AND SITE
GRADING OPERATIONS CAN BEGIN. TEMPORARY SEEDING AND MULCHING SHOULD BE USED AS NECESSARY IN
ACCORDANCE WITH THE GEORGIA EROSION CONTROL MANUAL. SEDIMENT STORAGE WILL BE PROVIDED BY USE OF SILT
FENCE AT A RATE OF 100 FEET PER 1/4 ACRE. SILT FENCING, THE CONSTRUCTION EXIT, AND SEDIMENT STORAGE BMP'S
SHOULD BE MAINTAINED IN ACCORDANCE WITH THE GEORGIA EROSION CONTROL MANUAL. NPDES WATER QUALITY
MONITORING SHOULD BE COMPLETED DURING THE ENTIRETY OF THE INITIAL EROSION CONTROL PHASE. AFTER
DEMOLITION AND DURING THE ROUGH GRADING PROCESS, THE SITE WILL TRANSITION INTO THE INTERMEDIATE EROSION
CONTROL PHASE.
AREA TO SILT FENCE: 2.20 ACRES
(CONSISTS OF PERIMETER AREAS, WHERE
SEDIMENT STORAGE IS NOT OBTAINABLE.
SEDIMENT REMOVAL IS PROVIDED BY SILT
FENCING)
[1/4 ACRE TREATED PER 100 LF SILT FENCE]
[ 880 LF SILT FENCE REQUIRED]
[ 1465 LF SILT FENCE PROVIDED]
DISTURBED AREA: 2.20 ACRES
(INITIAL PHASE)
SUMMARY OF AREAS
1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGEND, AND ABBREVIATIONS.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
3. THERE ARE WETLANDS LOCATED WITHIN 200 FEET OF
PROJECT AREA.
4. STATE WATERS EXIST WITHIN 200 FEET OF PROJECT AREA.
5. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED
WITHIN THE 25- OR 50-FOOT UNDISTURBED STREAM
BUFFERS AS MEASURED FROM THE POINT OF WRESTED
VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY
VARIANCES AND PERMITS.
6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO
LAND DISTURBING ACTIVITIES.
7. EROSION CONTROL MEASURES WILL BE MAINTAINED AT
ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED
PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION
CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED TO CONTROL OR
TREAT THE SEDIMENT SOURCE.
8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD
GREATER THAN 14 DAYS SHALL BE STABILIZED WITH
MULCH OR TEMPORARY SEEDING.
9. ANY DISTURBED AREA LEFT IDLE FOR MORE THAN 30 DAYS
SHALL BE STABILIZED WITH PERMANENT SEEDING.
10. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN.
GENERAL SHEET NOTES
LEGEND
LOD LOD
LIMITS OF DISTURBANCE
DRAINAGE AREAD.A.
DRAINAGE LINE
SAMPLING POINT 1
(UPSTREAM)
TREE PROTECTION FENCE
SILT FENCE
TPF OR
TMDL ITEM D
INSTALL A LARGE SIGN (MINIMUM 4 FEET X 8 FEET) MUST BE
POSTED ON SITE BY THE ACTUAL START DATE OF
CONSTRUCTION. THE SIGN MUST BE VISIBLE FROM A PUBLIC
ROADWAY. THE SIGN MUST IDENTIFY THE FOLLOWING: (1)
CONSTRUCTION SITE, (2) THE PERMITTEE(S), (3) THE
CONTACT PERSON(S) AND TELEPHONE NUMBER(S), AND (4)
THE PERMITTEE-HOSTED WEBSITE WHERE THE PLAN CAN BE
VIEWED MUST BE PROVIDED ON THE SUBMITTED NOI. THE
SIGN MUST REMAIN ON SITE AND THE PLAN MUST BE
AVAILABLE ON THE PROVIDED WEBSITE UNTIL A NOT HAS
BEEN SUBMITTED.
S
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*NOTE: THE ACRES DRAINED IS EQUAL
TO THE ACRES DISTURBED
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ICV
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18"OAK
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16X17"OAK
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13"BIRCH
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8"BIRCH
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8"BIRCH
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10"BIRCH
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12"MYRTLE
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10"MYRTLE
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12"MYRTLE
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11"MYRTLE
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16"PEAR
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27"PEAR
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10"MYRTLE
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12"MYRTLE
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11X8X9"BIRCH
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10"MYRTLE
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10"MYRTLE
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12"ASH
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15"ASH
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8X8X8X7"ASH
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10X10"ASH
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16X15"ASH
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9X7X10X10"ASH
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18"CHERRY
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27"CHERRY
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18"HACKBERRY
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10"HACKBERRY
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25"PINE
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10"HACKBERRY
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16"HACKBERRY
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22"HACKBERRY
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10"HACKBERRY
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18"HACKBERRY
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10"HACKBERRY
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16"HACKBERRY
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14"POPLAR
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24"OAK
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15"POPLAR
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12"OAK
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16"OAK
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8"HW
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6"HW
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6"HW
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6"HW
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8"BIRCH
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16X6"MAPLE
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14"OAK
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21"OAK
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6"MAPLE
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9"MAPLE
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9"POPLAR
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22"POPLAR
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WM
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WV
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APPROXIMATE LOCATION
AutoCAD SHX Text
100-YEAR FLOOD PLAIN
AutoCAD SHX Text
*SEE GENERAL NOTES
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S10°31'51"E
AutoCAD SHX Text 331.80'
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
TIMBER WALL
AutoCAD SHX Text
TIMBER WALL
AutoCAD SHX Text
TIMBER WALL
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TIMBER WALL
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~PLAYGROUND~
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HANDRAIL
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HANDRAIL
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4' WOOD FENCE
AutoCAD SHX Text S
AutoCAD SHX Text
15"CMP
AutoCAD SHX Text
INV 899.54
AutoCAD SHX Text
15"CMP
AutoCAD SHX Text
INV 900.09
AutoCAD SHX Text
15"CMP
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
GATE
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~GRAVEL~
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
~CONCRETE~
AutoCAD SHX Text
~CONCRETE~
AutoCAD SHX Text
~CONCRETE~
AutoCAD SHX Text
~CONCRETE PATH~
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
BH-2
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
PAVILLION
AutoCAD SHX Text
PAVILLION
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
1-STORY METAL
AutoCAD SHX Text
1008 S.F. (FOOTPRINT)
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
INV 897.70
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
UNDETERMINED
AutoCAD SHX Text
CONCRTE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
~GRASS FIELD~
AutoCAD SHX Text
~GRASS FIELD~
AutoCAD SHX Text
~GRASS FIELD~
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
36"CMP
AutoCAD SHX Text
INV 897.83
AutoCAD SHX Text
36"CMP
AutoCAD SHX Text
INV 898.04
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
16"OAK
AutoCAD SHX Text
TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
18"OAK
AutoCAD SHX Text
7"PINE
AutoCAD SHX Text
6"OAK
AutoCAD SHX Text
20"OAK
AutoCAD SHX Text
14"OAK
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GATE
AutoCAD SHX Text
COVERED PAVILION
AutoCAD SHX Text
GATE
AutoCAD SHX Text
~CONCRETE~
AutoCAD SHX Text S
AutoCAD SHX Text
TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
4"PVC
AutoCAD SHX Text
STUB
AutoCAD SHX Text
4"PVC
AutoCAD SHX Text
STUB
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
INV 897.80
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
INV 897.10
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
INV 897.20
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text S
AutoCAD SHX Text
54"DIP
AutoCAD SHX Text S
AutoCAD SHX Text
54"DIP
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Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond &
Company.
ORIGINAL SHEET SIZE: 22" X 34"
r k w a y
L a n e
P e a c h t r e e
C o r n e r s
G
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P h o n e
F a x
C I T
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ISSUED FOR CONSTRUCTION
R O
G E
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G
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I S
S U
D
CHATTAHOOCHEE RIVER
SCALE: 1" = 30'
0 15' 30' 60' 90'
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411 A1
E&S CONTROL- INTERMEDIATE PHASE
CE-201
E
S
C
O N
T R
O L
I N
T E
R M
E D
I A
H A
S E
DESIGN PROFESSIONAL:
KEVIN HENDRIX, P.E.
LEVEL II CERTIFICATION
No.: 000072292
EXPIRES : 09/26/2023
SEE ANNOTATED EROSION CONTROL
CHECKLIST ON SHEET CE-006
GENERAL SHEET NOTES
LEGEND
LOD LOD
LIMITS OF DISTURBANCE
DRAINAGE AREAD.A.
DRAINAGE LINE
INTERMEDIATE EROSION CONTROL NARRATIVE
IN THE INTERMEDIATE PHASE, PERIMETER EROSION CONTROL ITEMS WILL BE MAINTAINED AS
NECESSARY. THE CONSTRUCTION EXIT WILL BE MAINTAINED AS SHOWN. SEDIMENT STORAGE WILL BE
PROVIDED BY USE OF SILT FENCE AT A RATE OF 100 FEET PER 1/4 ACRE AND INLET SEDIMENT TRAPS. AS
SOON AS POSSIBLE, THE AGGREGATE BASE WILL BE INSTALLED UNDER THE PROPOSED ROADWAYS AND
SLABS TO AID IN SITE STABILIZATION. TEMPORARY SEEDING AND MULCHING WILL BE USED AS
NECESSARY, WITH PERMANENT SEEDING USED ON AREAS THAT ARE AT FINAL GRADE. ALL AREAS THAT
ARE TO REMAIN AT A SLOPE STEEPER THAN 3H:1V ARE TO BE STABILIZED WITH PERMANENT MATTING IN
ADDITION TO PERMANENT SEEDING.
24-HOUR EROSION AND
SEDIMENTATION CONTROL
CONTACT:
JOHN KEATING
PHONE (770)497-5328
FLOCCULANT
BLOCK
FLOCCULANT
BLOCK
SAMPLING POINT 1
(UPSTREAM)
TREE PROTECTION FENCE
SILT FENCE
CONTRACTOR TO REFERENCE AND
COORDINATE WITH "RODGERS
BRIDGE AT CHATTAHOOCHEE RIVER
PEDESTRIAN BRIDGE", BY OTHERS.
TPF OR
S
T
R
E
F
F
E
R
1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGEND, AND ABBREVIATIONS.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
3. THERE ARE WETLANDS LOCATED WITHIN 200 FEET OF
PROJECT AREA.
4. STATE WATERS EXIST WITHIN 200 FEET OF PROJECT AREA.
5. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED
WITHIN THE 25- OR 50-FOOT UNDISTURBED STREAM
BUFFERS AS MEASURED FROM THE POINT OF WRESTED
VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY
VARIANCES AND PERMITS.
6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO
LAND DISTURBING ACTIVITIES.
7. EROSION CONTROL MEASURES WILL BE MAINTAINED AT
ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED
PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION
CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED TO CONTROL OR
TREAT THE SEDIMENT SOURCE.
8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD
GREATER THAN 14 DAYS SHALL BE STABILIZED WITH
MULCH OR TEMPORARY SEEDING.
9. ANY DISTURBED AREA LEFT IDLE FOR MORE THAN 30 DAYS
SHALL BE STABILIZED WITH PERMANENT SEEDING.
10. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN.
E
X
T
R
I B
U
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A
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Y
FLOCCULANT
BLOCK
FLOCCULANT
BLOCK
AREA TO SILT FENCE: 2.20 ACRES
(CONSISTS OF PERIMETER AREAS, WHERE
SEDIMENT STORAGE IS NOT OBTAINABLE.
SEDIMENT REMOVAL IS PROVIDED BY SILT
FENCING)
[1/4 ACRE TREATED PER 100 LF SILT FENCE]
[ 880 LF SILT FENCE REQUIRED]
[ 1793 LF SILT FENCE PROVIDED]
DISTURBED AREA: 2.20 ACRES
(INTERMEDIATE PHASE)
SUMMARY OF AREAS
*NOTE: THE ACRES DRAINED IS EQUAL
TO THE ACRES DISTURBED
S
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AutoCAD SHX Text
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16"PEAR
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27"PEAR
AutoCAD SHX Text
10"MYRTLE
AutoCAD SHX Text
10"MYRTLE
AutoCAD SHX Text
18"CHERRY
AutoCAD SHX Text
27"CHERRY
AutoCAD SHX Text
18"HACKBERRY
AutoCAD SHX Text
10"HACKBERRY
AutoCAD SHX Text
25"PINE
AutoCAD SHX Text
10"HACKBERRY
AutoCAD SHX Text
16"HACKBERRY
AutoCAD SHX Text
22"HACKBERRY
AutoCAD SHX Text
10"HACKBERRY
AutoCAD SHX Text
18"HACKBERRY
AutoCAD SHX Text
10"HACKBERRY
AutoCAD SHX Text
16"HACKBERRY
AutoCAD SHX Text
14"POPLAR
AutoCAD SHX Text
24"OAK
AutoCAD SHX Text
15"POPLAR
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
16"OAK
AutoCAD SHX Text
8"HW
AutoCAD SHX Text
6"HW
AutoCAD SHX Text
6"HW
AutoCAD SHX Text
6"HW
AutoCAD SHX Text
8"BIRCH
AutoCAD SHX Text
16X6"MAPLE
AutoCAD SHX Text
14"OAK
AutoCAD SHX Text
21"OAK
AutoCAD SHX Text
6"MAPLE
AutoCAD SHX Text
9"MAPLE
AutoCAD SHX Text
9"POPLAR
AutoCAD SHX Text
22"POPLAR
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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APPROXIMATE LOCATION
AutoCAD SHX Text
100-YEAR FLOOD PLAIN
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*SEE GENERAL NOTES
AutoCAD SHX Text S
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AutoCAD SHX Text S10°31'51"E
AutoCAD SHX Text 331.80'
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4' WOOD FENCE
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TIMBER WALL
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TIMBER WALL
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TIMBER WALL
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TIMBER WALL
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~PLAYGROUND~
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4' WOOD FENCE
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~CONCRETE~
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~CONCRETE PATH~
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BRACE
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POLE
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PAVILLION
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PAVILLION
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24"RCP
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24"RCP
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INV 897.70
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6"PVC
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8"DIP
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8"DIP
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CONNECTION
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UNDETERMINED
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CONCRTE
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STEPS
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~GRASS FIELD~
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~GRASS FIELD~
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~GRASS FIELD~
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RIP-RAP
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36"CMP
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INV 897.83
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36"CMP
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INV 898.04
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HANDRAIL
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HANDRAIL
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16"OAK
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TOPO LIMITS ADDED
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PM
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18"OAK
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7"PINE
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6"OAK
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20"OAK
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14"OAK
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GATE
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COVERED PAVILION
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GATE
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~CONCRETE~
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TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
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8"DIP
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8"DIP
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CONNECTION
AutoCAD SHX Text
UNKNOWN
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TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
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24"RCP
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INV 897.80
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24"RCP
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INV 897.10
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24"RCP
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INV 897.20
AutoCAD SHX Text S
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8"DIP
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8"DIP
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54"DIP
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Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond &
Company.
ORIGINAL SHEET SIZE: 22" X 34"
r k w a y
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P e a c h t r e e
C o r n e r s
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CHATTAHOOCHEE RIVER
SCALE: 1" = 30'
0 15' 30' 60' 90'
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411 A1
E&S CONTROL- FINAL PHASE CE-301
MATCHLINE- SEE SHEET CE-302
E
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DESIGN PROFESSIONAL:
KEVIN HENDRIX, P.E.
LEVEL II CERTIFICATION
No.: 000072292
EXPIRES : 09/26/2023
SEE ANNOTATED EROSION CONTROL
CHECKLIST ON SHEET CE-006
LEGEND
LIMITS OF DISTURBANCE
DRAINAGE AREAD.A.
DRAINAGE LINE
FINAL EROSION CONTROL NARRATIVE
IN THE FINAL PHASE, PERIMETER EROSION CONTROL ITEMS WILL BE MAINTAINED AS NECESSARY.
EXCAVATED INLET SEDIMENT TRAPS (SD2-F) ON STORM INLETS IN PAVED AREAS SHALL BE
REPLACED WITH CURB INLET PROTECTION (SD2-P) AS PAVING IS COMPLETED. EXCAVATED INLET
SEDIMENT TRAPS (SD2-F) ON STORM INLETS IN LANDSCAPED AREAS SHALL BE REPLACED WITH
FILTER FABRIC WITH SUPPORTING FRAME (SD2-F) AS DISTURBED AREAS ARE STABILIZED WITH
PERMANENT SEEDING OR SODDING. TEMPORARY SEEDING AND MULCHING WILL BE USED AS
NECESSARY, WITH PERMANENT SEEDING OR SODDING USED ON AREAS THAT ARE AT FINAL
GRADE. ALL AREAS THAT ARE TO REMAIN AT A SLOPE STEEPER THAN 3H:1V ARE TO BE STABILIZED
WITH PERMANENT MATTING IN ADDITION TO PERMANENT SEEDING OR SODDING. THE
CONSTRUCTION EXIT, SILT FENCING, AND INLET PROTECTION WILL REMAIN UNTIL THE UPSTREAM
SITE IS FULLY STABILIZED. COORDINATE WITH THE LANDSCAPE PLAN FOR FINAL STABILIZATION
MEASURES AND ESTABLISHMENT.
24-HOUR EROSION AND
SEDIMENTATION CONTROL
CONTACT:
JOHN KEATING
PHONE (770)497-5328
TREE PROTECTION FENCE
SILT FENCE
TPF TPF
SAMPLING POINT 1
(UPSTREAM)
CONTRACTOR TO REFERENCE AND
COORDINATE WITH "RODGERS
BRIDGE AT CHATTAHOOCHEE RIVER
PEDESTRIAN BRIDGE", BY OTHERS.
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1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGEND, AND ABBREVIATIONS.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
3. THERE ARE WETLANDS LOCATED WITHIN 200 FEET OF
PROJECT AREA.
4. STATE WATERS EXIST WITHIN 200 FEET OF PROJECT AREA.
5. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED
WITHIN THE 25- OR 50-FOOT UNDISTURBED STREAM
BUFFERS AS MEASURED FROM THE POINT OF WRESTED
VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY
VARIANCES AND PERMITS.
6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO
LAND DISTURBING ACTIVITIES.
7. EROSION CONTROL MEASURES WILL BE MAINTAINED AT
ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED
PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION
CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED TO CONTROL OR
TREAT THE SEDIMENT SOURCE.
8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD
GREATER THAN 14 DAYS SHALL BE STABILIZED WITH
MULCH OR TEMPORARY SEEDING.
9. ANY DISTURBED AREA LEFT IDLE FOR MORE THAN 30 DAYS
SHALL BE STABILIZED WITH PERMANENT SEEDING.
10. STREETS MUST BE SWEPT ROUTINELY AND KEPT CLEAN. .
GENERAL SHEET NOTES
LOD LOD
FLOCCULANT
BLOCK
FLOCCULANT
BLOCK
FLOCCULANT
BLOCK
FLOCCULANT
BLOCK
AREA TO SILT FENCE: 2.20 ACRES
(CONSISTS OF PERIMETER AREAS, WHERE
SEDIMENT STORAGE IS NOT OBTAINABLE.
SEDIMENT REMOVAL IS PROVIDED BY SILT
FENCING)
[1/4 ACRE TREATED PER 100 LF SILT FENCE]
[ 880 LF SILT FENCE REQUIRED]
[ 1793 LF SILT FENCE PROVIDED]
DISTURBED AREA: 2.20 ACRES
(FINAL PHASE)
SUMMARY OF AREAS
*NOTE: THE ACRES DRAINED IS EQUAL
TO THE ACRES DISTURBED
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27"PEAR
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10"MYRTLE
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10"MYRTLE
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18"CHERRY
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27"CHERRY
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18"HACKBERRY
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10"HACKBERRY
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25"PINE
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10"HACKBERRY
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16"HACKBERRY
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22"HACKBERRY
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10"HACKBERRY
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18"HACKBERRY
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10"HACKBERRY
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16"HACKBERRY
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14"POPLAR
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24"OAK
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15"POPLAR
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12"OAK
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8"HW
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6"HW
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6"HW
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8"BIRCH
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16X6"MAPLE
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6"MAPLE
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9"MAPLE
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9"POPLAR
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22"POPLAR
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WV
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
APPROXIMATE LOCATION
AutoCAD SHX Text
100-YEAR FLOOD PLAIN
AutoCAD SHX Text
*SEE GENERAL NOTES
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S10°31'51"E
AutoCAD SHX Text 331.80'
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text
TIMBER WALL
AutoCAD SHX Text
TIMBER WALL
AutoCAD SHX Text
TIMBER WALL
AutoCAD SHX Text
TIMBER WALL
AutoCAD SHX Text
~PLAYGROUND~
AutoCAD SHX Text
4' WOOD FENCE
AutoCAD SHX Text S
AutoCAD SHX Text
~CONCRETE~
AutoCAD SHX Text
~CONCRETE PATH~
AutoCAD SHX Text
BRACE
AutoCAD SHX Text
POLE
AutoCAD SHX Text
PAVILLION
AutoCAD SHX Text
PAVILLION
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
UNDETERMINED
AutoCAD SHX Text
CONCRTE
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
~GRASS FIELD~
AutoCAD SHX Text
~GRASS FIELD~
AutoCAD SHX Text
~GRASS FIELD~
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
16"OAK
AutoCAD SHX Text
TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
PM
AutoCAD SHX Text
18"OAK
AutoCAD SHX Text
7"PINE
AutoCAD SHX Text
6"OAK
AutoCAD SHX Text
20"OAK
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14"OAK
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GATE
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COVERED PAVILION
AutoCAD SHX Text
GATE
AutoCAD SHX Text
~CONCRETE~
AutoCAD SHX Text S
AutoCAD SHX Text
TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
UNKNOWN
AutoCAD SHX Text
TOPO LIMITS ADDED
AutoCAD SHX Text 3/11/2021
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text
8"DIP
AutoCAD SHX Text S
AutoCAD SHX Text
54"DIP
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AutoCAD SHX Text
54"DIP
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Xref .\2019_08_15_UPDATED ARCH LAYOUT\1190703_RB_Park_Arch- OPTION 1.dwg
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TOP=904.27
INV IN=901.90
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Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond &
Company.
ORIGINAL SHEET SIZE: 22" X 34"
r k w a y
L a n e
P e a c h t r e e
C o r n e r s
G
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ISSUED FOR CONSTRUCTION
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SCALE: 1" = 30'
0 15' 30' 60' 90'
A1
CIVIL GRADING PLAN
1. REFER TO C-001 AND C-002 FOR GENERAL NOTES, LEGEND,
AND ABBREVIATIONS.
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM
BUILDING AND TOWARD DRAINAGE STRUCTURES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
4. NO GRADED SLOPE SHALL EXCEED 2H: 1V.
LOD LIMITS OF DISTURBANCE
GENERAL SHEET NOTES
DRAINAGE LINE
PROPOSED
BIORETENTION
(DETAIL A3/C-501)
RIVER ROCK
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
CG-101
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UTARY
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35' B
UFFER
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CONTRACTOR TO REFERENCE AND
COORDINATE WITH "ROGERS
BRIDGE AT CHATTAHOOCHEE RIVER
PEDESTRIAN BRIDGE", BY OTHERS.
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SCALE: 1" = 10'
0 5' 30'20'10'
C1
INSET- ACCESSIBLE GRADING DETAIL
S
S
FLUSH
CURB
NEW ADA/HANDICAP
SIGN (DETAIL
C1/C-502)
NEW ADA/HANDICAP
SIGN (DETAIL C1/C-502)
1. NEW BIORETENTION FACILITY. (DETAIL A3/C-501)
2. NEW 15" RCP TO REPLACE EXISTING PIPE.
65 L.F. 15" RCP @ 1.0 % SLOPE
3. NEW FLARED END SECTION.
4. NEW HDPE STORM SEWER, TYPICAL. SEE PROFILES ON SHEET
CG-201 FOR MORE INFORMATION.
5. OVERFLOW SPILLWAY WITH SODDING STABILZATION.
6. NOT USED.
7. NEW COVERED FLUME.(DETAIL C4/C-501) FIELD LOCATE
FLUMES TO CORRESPOND WITH LOW POINT(S) IN ROADWAY.
8. NEW 3' WIDE CONCRETE LINED DRAINAGE FLUME.
9. NEW ROOF DRAINS. SEE ARCHITECTURAL PLANS FOR
CONNECTION DETAILS.
10. RIP-RAP OUTLET PROTECTION FROM FLUME INTO
BIORETENTION AREA. USE RIVER ROCK STONES. CLEAN OR
REPLACE AT CONCLUSION OF CONSTRUCTION.
11. RIP-RAP OUTLET PROTECTION AT THE END OF FLUME AND AT
FLARED END SECTION. USE RIVER ROCK STONES. CLEAN OR
REPLACE AT CONCLUSION OF CONSTRUCTION.
SHEET KEYNOTES
NOTE: ADD 900' TO
SPOT ELEVATIONS
RAMP
LEGEND:
GRADING FOR THIS SITE IS TO BE BID UNCLASSIFIED. THE
CONTRACTOR SHALL REVIEW THE GEOTECHNICAL
REPORT PRIOR TO BIDDING AND TAKE SPECIAL NOTE OF
THE UNDERCUT RECOMMENDATIONS.
NOTE:
THE CHANNEL SHALL BE SHAPED TO THE DIMENSIONS
SPECIFIED ON THE APPROVED PLANS AND SHALL BE
FREE OF OVERFALLS, GULLIES, OR OTHER
IRREGULARITIES. CHANNELS IN FILLS SHALL BE LINED.
PROTECTIVE COVER IN GRASSED CHANNELS SHALL BE
INSTALLED IMMEDIATELY AFTER THE EARTHWORK IS
COMPLETED.
DULUTH CHANNEL NOTES:
FLUME
BIORETENTION "NORTH"
(DETAIL A3/C-501)
NEW BIORETENTION BASIN
TOP OF DAM = 902.50
SPILLWAY = 20' @ 902.20
TOP OF SOIL MIX = 900.25
BOTTOM OF SOIL MIX = 896.25
SIDE SLOPE TO BE 3:1
BIORETENTION "PAVILION"
(DETAIL A3/C-501)
NEW BIORETENTION BASIN
TOP OF DAM = 900.50'
SPILLWAY = 15' @ 900.40'
TOP OF SOIL MIX = 898.00'
BOTTOM OF SOIL MIX = 893.00'
SIDE SLOPE TO BE 3:1
10 YR GUTTER SPREAD (CUL-DE-SAC FLUME)
FLUME
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16"PEAR
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27"PEAR
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10"MYRTLE
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18"CHERRY
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27"CHERRY
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18"HACKBERRY
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10"HACKBERRY
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25"PINE
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10"HACKBERRY
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16"HACKBERRY
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22"HACKBERRY
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10"HACKBERRY
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18"HACKBERRY
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10"HACKBERRY
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16"HACKBERRY
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APPROXIMATE LOCATION
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100-YEAR FLOOD PLAIN
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*SEE GENERAL NOTES
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4' WOOD FENCE
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TIMBER WALL
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TIMBER WALL
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TIMBER WALL
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TIMBER WALL
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~PLAYGROUND~
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4' WOOD FENCE
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~CONCRETE~
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~CONCRETE PATH~
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PAVILLION
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PAVILLION
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24"RCP
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6"PVC
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6"PVC
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8"DIP
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8"DIP
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CONNECTION
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UNDETERMINED
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CONCRTE
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CONCRETE
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WALL
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STEPS
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~GRASS FIELD~
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~GRASS FIELD~
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~GRASS FIELD~
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RIP-RAP
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TOPO LIMITS ADDED
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COVERED PAVILION
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~CONCRETE~
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TOPO LIMITS ADDED
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8"DIP
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8"DIP
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CONNECTION
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UNKNOWN
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TOPO LIMITS ADDED
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8"DIP
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8"DIP
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54"DIP
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54"DIP
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54"DIP
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AutoCAD SHX Text 03.75
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AutoCAD SHX Text 03.15
AutoCAD SHX Text 02.90
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AutoCAD SHX Text 03.50
AutoCAD SHX Text 03.60
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AutoCAD SHX Text 03.55
AutoCAD SHX Text 03.65
AutoCAD SHX Text 03.75
AutoCAD SHX Text 03.75
AutoCAD SHX Text 03.90
AutoCAD SHX Text 04.00
AutoCAD SHX Text 03.85
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04.00
| Sheets and Views |
| CD-101 |
| OLE1 |
| CE-101.pdf |
| Sheets and Views |
| CE-101 |
| CE-201.pdf |
| Sheets and Views |
| CE-201 |
| CE-301.pdf |
| Sheets and Views |
| CE-301 |
| CG-101.pdf |
| Sheets and Views |
| CG-101 |
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