100_ CD SET _ Monitor Enrichment Center.pdf
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- Solicitation number
- PE-60900-NONST-2025-000000005
- Issued by
- Berrien County, Georgia
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| File | Type | Posted |
|---|---|---|
| Ben Hill County INODIC _GA_0013787.pdf | ||
| 031725 100_ Bid Specs.pdf |
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SCALE: AS SHOWN
C1.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
CERTIFICATION NUMBER: 0000000885
LEVEL II CERTIFIED DESIGN PROFESSIONAL
B. Matthew Inman
GEORGIA SOIL AND WATER
CONSERVATION COMMISSIONGSWCC
ISSUED: 06/01/2022 EXPIRES: 06/01/2025
e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
GENERAL PROJECT NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING ALL REQUIRED PERMITS ARE OBTAINED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND / OR THE LOCAL DEPARTMENT OF TRANSPORTATION.
2. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND REPORTS TO BECOME FAMILIAR WITH THE PROPOSED
PROJECT. THE CONTRACTOR SHALL OBTAIN FIRST HAND KNOWLEDGE OF THE PROJECT AREA.
3. ALL DATA SHOWN HEREON ARE BASED UPON FIELD INVESTIGATION AND / OR ENGINEERS KNOWLEDGE OF THE PROJECT AREA.
THIS DATA SHALL BE USED AS INFORMATION ONLY AND IN NO WAY GUARANTEE OR BIND THE ENGINEER AS TO ACTUAL FIELD
CONDITIONS.
4. UNDERGROUND UTILITY INFORMATION SHOWN HEREON ARE BASED ON ABOVE GROUND STRUCTURES AND / OR GROUND MARKINGS BY OTHERS. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE
UNDERGROUND UTILITY INFORMATION SHOWN HEREON.
5. THE CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE TO THE UTILITIES PROTECTION CENTER PRIOR TO CONSTRUCTION COMMENCEMENT OR EXCAVATION. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA AND REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER/DEVELOPER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING FOR ALL VARIATIONS / DISCREPANCIES IN
UTILITY INFORMATION SHOWN HEREON.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE CONDITIONS AS RELATED TO THE PROJECT SCOPE FOR EXACTING AND GRADING OF THE PROJECT AREA. THE CONTRACTOR SHALL MAKE HIS/HER OWN DETERMINATION OF SUITABLE FILL / WASTE MATERIAL AS RECOMMENDED BY THE GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FILL MATERIAL. FILL MATERIAL SHALL BE CLEAN AND FREE OF
ALL DEBRIS AND ORGANIC MATERIAL.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHIN 24 HOURS OF ANY VARIATIONS, DISCREPANCIES, AND / OR CONFLICTS FOR ALL INFORMATION SHOWN HEREON AND / OR UNSATISFACTORY FIELD CONDITIONS AS RELATED TO THE PROJECT SCOPE. NO WORK SHALL COMMENCE UNTIL VARIATIONS, DISCREPANCIES, CONFLICTS, AND UNSATISFACTORY FILED CONDITIONS ARE
RESOLVED.
PROJECT SITE NOTES:
1. THE TOPOGRAPHIC WAS PROVIDED BY INNOVATE! ENGINEERING & SURVEYING AND DATED APRIL 15, 2024. A COPY CAN BE
PROVIDED UPON WRITTEN REQUEST.
2. REPORTS:
A. NO GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED FOR THE PROJECT AREA. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER WITHIN 24 HOURS OF ANY UNSUITABLE SUBSURFACE MATERIAL ENCOUNTERED DURING CONSTRUCTION.
B. NO ENVIRONMENTAL SITE ASSESSMENT HAS BEEN PERFORMED FOR THE PROJECT AREA. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER WITHIN 24 HOURS OF ANY ENVIRONMENTAL CONCERN ENCOUNTERED WITHIN THE PROJECT AREA.
C. NO ACM SURVEY HAS BEEN PERFORMED. THE CONTRACTOR SHALL TAKE CARE WHEN HANDLING ANY MATERIAL SUSPECTED
TO CONTAIN ASBESTOS. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL MATERIAL CONTAINING ASBESTOS.
3. THE PROPOSED PROJECT CONSIST OF THE CONSTRUCTION OF A ±6,250 SF MULTI USE / RECREATIONAL FACILITY AND ASSOCIATED CONCRETE HANDICAP PARKING, CONCRETE PEDESTRIAN SIDEWALK, UTILITY AND STORMWATER INFRASTRUCTURE
IMPROVEMENTS, AND LANDSCAPE AREAS.
4. THE PROPOSED DEVELOPMENT IS LOCATED AT 600 S MONITOR DRIVE, FITZGERALD, GEORGIA 31750. HORIZONTAL DATA SHOWN HEREON IS BASED ON NAD83, GEORGIA STATE PLANES, WEST ZONE, US FOOT. VERTICAL DATA SHOWN HEREON IS BASED ON NAVD 88(12B).
5. THE TOTAL PROJECT AREA IS ±1.48 ACRES; WITH A DISTURBED AREA OF ±0.9 ACRES.
6. NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT AREA.
7. NO STATE WATERS HAVE BEEN IDENTIFIED ON OR WITHIN 200' FEET OF THE PROJECT AREA.
8. THE RECEIVING WATERS FOR THIS PROJECT HAVE BEEN IDENTIFIED AS TURKEY CREEK.
9. NO IMPAIRED WATERS HAVE BEEN IDENTIFIED WITHIN 1 MILE OF THE PROJECT AREA.
10. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE X AS PER FLOOD INSURANCE RATE MAP FOR FITZGERALD, BEN HILL COUNTY, GA, AND SHOWN ON MAP NO. 13017C0153B, WITH AN EFFECTIVE DATE OF SEPTEMBER 25, 2009. FLOOD ZONE X DENOTES
AREAS OF MINIMUM FLOOD HAZARD.
PROJECT CONTACTS:
1. OWNER:
BEN HILL COUNTY BOARD OF COMMISSIONERS
401 E CENTRAL AVE
FITZGERALD, GEORGIA 31750
PHONE: (229) 426-5106
2. ARCHITECT:
STEVE HART
ELLIS, RICKET & ASSOCIATES
105 S. PATTERSON ST
P.O. BOX 3010
VALDOSTA, GEORGIA 31604
PHONE: (229) 242-3556
3. ENGINEER OF RECORD:
MATTHEW INMAN, PE
ADVANCED ENGINEERING SERVICES, LLC.
4560 VALNORTH DR, SUITE E
VALDOSTA, GEORGIA 31602
PHONE: (800) 416-8136
minman@aesllc.us
4. PROJECT MANAGER:
CHRISTOPHER J. PEASE, PE
ADVANCED ENGINEERING SERVICES, LLC.
4560 VALNORTH DR, SUITE E
VALDOSTA, GEORGIA 31602
PHONE: (800) 416-8136
cpease@aesllc.us
5. 24-HOUR EROSION, SEDIMENTATION, & POLLUTION CONTROL CONTACT:
STEVE HART
(229) 300-4974 steve@eraarchitects.com
PROPOSED LINE LEGEND
DITCH / SWALE
ORANGE CONSTRUCTION FENCE
SILT FENCE
LIMITS OF DISTURBANCE
PROPERTY LINE
RIGHT-OF-WAY
EASEMENT
SETBACK / BUFFER
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
OVERHEAD COMMUNICATION
OVERHEAD TRAFFIC SIGNAL
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND
COMMUNICATION
UNDERGROUND TRAFFIC SIGNAL
SANITARY SEWER
SANITARY SEWER FORCE MAIN
STORM SEWER
WATER LINE
NATURAL GAS
SURFACE MAJOR CONTOUR
SURFACE MINOR CONTOUR
BUILDING LINE
PROPOSED SYMBOL LEGEND
POWER POLE, LIGHT POLE
(PP, LP)
BACK FLOW PREVENTER
(RPZ, DDCV)
FIRE DEPT. CONNECTION /
POST INDICATOR VALVE
METERS
(WM, GM)
VALVES
(WV, GV)
FIRE HYDRANT / HOSE BIBB
MANHOLES
(STMH, SSMH)
GRATE INLETS
(GI, HGI)
CURB INLETS
(DWCI, SWCI)
FLARED/SAFTY END SECTION
(FES, SES)
HEADWALL (HW)
OUTLET CONTROL STRUCTURE
(OCS)
P
T
COM
TS
P P
T T
COM
TS TS
SS
FM
W
GAS GAS
X X
SIGNS
DIRECTIONAL TRAFFIC ARROWS
2'x2' 3'x2'
RPZ DDCV
PP LP
FDC PIV
HBHYD
WM GM
WV GV
ST SS
ST ST
CLEANOUT
(ST CO, SS CO) ST CO SS CO
BOLLARD
SITE DATA TABLE
OWNER / DEVELOPER
BEN HILL COUNTY BOARD OF
COMMISSIONERS
401 E CENTRAL AVE
FITZGERALD, GEORGIA 31750
(229) 426-5106
PROJECT LOCATION
600 S MONITOR DRIVE
FITZGERALD, GEORGIA 31750
TAX MAP & PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
ZONING / LAND USE P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
IMPERVIOUS AREA ±0.33 ACRES
PROPOSED USE MULTI USE / RECREATIONAL FACILITY
BUILDING AREA ±6,250 SF
DISTURBED AREA ±0.9 ACRES
DATE:
MAY 2024
UTILITY PROVIDERS
POWER
FITZGERALD WATER, LIGHT, & BOND
COMMISSION
(229) 426-5441
WATER
FITZGERALD WATER, LIGHT, & BOND
COMMISSION
(229) 426-5441
SANITARY SEWER
FITZGERALD WATER, LIGHT, & BOND
COMMISSION
(229) 426-5441
NATURAL GAS
FITZGERALD WATER, LIGHT, & BOND
COMMISSION
(229) 426-5441
TELECOMMUNICATION
MEDIACOM, LLC
(845) 867-0233
WINDSTREAM
(800) 289-1901
CONSTRUCTION EXIT
GPS LOCATION
LATITUDE: 31.7088° N
LONGITUDE: 83.2436° W
Sheet List Sheet Number Sheet Title
C1.0 GENERAL NOTES
C2.0 EXISTING CONDITIONS
C3.0 DEMOLITION PLAN
C4.0 SITE PLAN
C5.0 UTILITY PLAN
C6.0 GRADING PLAN
C7.0 HYDROLOGY PLAN
C8.0 LANDSCAPE PLAN
C9.0 EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN
C10.0 CONSTRUCTION DETAILS
C11.0 EROSION, SEDIMENTATION, AND POLLUTION CONTROL DETAILS
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
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JOB NO.
AutoCAD SHX Text
DATE
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THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
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REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
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ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
6/24/2024 10:40:09 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
User Snapshot
M O
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
TRACT 1
1.48 Acres
KIMBALL AVE (30' R/W)
S
S
EXISTING CONDITIONS & DEMOLITION NOTES:
1. THE TOPOGRAPHIC WAS PROVIDED BY INNOVATE! ENGINEERING &
SURVEYING AND DATED APRIL 15, 2024. A COPY CAN BE PROVIDED UPON
WRITTEN REQUEST.
2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND OBTAIN FIRST
HAND KNOWLEDGE OF THE PROJECT AREA. IF ANY DISCREPANCY ARE
DISCOVERED NOTIFY THE ENGINEER IN WRITING WITHIN 24 HOURS.
3. THE CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE THE THE UTILITIES
PROTECTION CENTER PRIOR TO CONSTRUCTION COMMENCEMENT OR
EXCAVATION. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION
FOR ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA AND
REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO
THE OWNER/DEVELOPER.
4. THE CONTRACTOR SHALL COORDINATE ALL UTILITY DISCONNECTIONS /
INTERRUPTIONS WITH THE UTILITY OWNER.
5. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS ON ALL
CONFLICTS.
6. THE CONTRACTOR SHALL PROVIDE APPROPRIATE SECURITY FEATURES
(WARNING, DIVERSIONS, BARRIERS, ECT.) TO SECURE THE PROJECT AREA.
THE CONTRACTOR SHALL PROVIDE / MAINTAIN THE ADEQUATE
PEDESTRIAN ACCESS AROUND THE PROJECT AREA.
7. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL TREES
NOT SHOWN HEREON TO BE REMOVED AND PROVIDE ADEQUATE TREE
PROTECTION AROUND THE CRITICAL ROOT ZONE FOR SUCH TREES.
8. ALL ITEMS INDICATED HEREON TO BE REMOVED / DEMOLISHED SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF
PROPERLY UNLESS OTHERWISE STATED WITHIN THE CONSTRUCTION
CONTRACT.
9. ALL EXISTING ASPHALT / CONCRETE PAVEMENT & CURB SHALL BE
PROTECTED FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR REPAIR / REPLACEMENT OF ANY DAMAGED AREAS.
HATCH LEGEND:
EXISTING ASPHALT
PAVEMENT
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
SCALE: AS SHOWN
www.Georgia811.com R C2.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
0'
GRAPHIC SCALE 1" =
20' 10' 20'
20'
PG
BFP
W
DB
S
CO
G
W
IC
P
T
C
FO
MB
AC
D
M
G
FDC
E
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING ASPHALT BASKETBALL COURT
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
EXISTING CONDITIONS
AutoCAD SHX Text
6/24/2024 10:40:20 AM
AutoCAD SHX Text
1.5" OPEN TOP PIPE FOUND
AutoCAD SHX Text
1/2" OPEN TOP PIPE FOUND
AutoCAD SHX Text
1/2" REBAR FOUND
AutoCAD SHX Text
CONCRETE MARKER FOUND
AutoCAD SHX Text
5/8" REBAR FOUND
AutoCAD SHX Text
5/8" REBAR SET W/ CAP #3276
AutoCAD SHX Text
BACK FLOW PREVENTER
AutoCAD SHX Text
PAGE NUMBER
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
DEED BOOK
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
SANITARY CLEAN OUT
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
IRRIGATION CONTROL VALVE
AutoCAD SHX Text
POST INDICATOR VALVE
AutoCAD SHX Text
ELECTRIC TRANSFORMER
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
WELL
AutoCAD SHX Text
FLARED END SECTION
AutoCAD SHX Text
DRAINAGE MANHOLE
AutoCAD SHX Text
AIR CONDITIONER UNIT
AutoCAD SHX Text
FIBER OPTIC PEDESTAL
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
CABLE TELEVISION PEDESTAL
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
MAIL BOX
AutoCAD SHX Text
TRAFFIC SIGN
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
OVERHEAD UTILITIES
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
UNDERGROUND TELEPHONE
AutoCAD SHX Text
FENCE LINE
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text X
AutoCAD SHX Text
OHP
AutoCAD SHX Text
BACK FLOW PREVENTER
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
TRACT 1
1.48 Acres
KIMBALL AVE (30' R/W)
S
S
DEMO AND REMOVE
EXISTING CHAIN-LINK FENCE
DEMO AND REMOVE
EXISTING CHAIN LINK FENCE
EXISTING TREE
TO REMAIN
CONTRACTOR TO OPEN-CUT
AND REPLACE EXISTING ASPHALT
FOR SANITARY SEWER SERVICE;
±74 SF
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
Tr
CONTRACTOR TO STABILIZE ALL DISTURBED
AREAS WITH PERMANENT SEED AND SOD
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A
SCALE: AS SHOWN
www.Georgia811.com R C3.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
EXISTING CONDITIONS & DEMOLITION NOTES:
1. THE TOPOGRAPHIC WAS PROVIDED BY INNOVATE! ENGINEERING &
SURVEYING AND DATED APRIL 15, 2024. A COPY CAN BE PROVIDED UPON
WRITTEN REQUEST.
2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND OBTAIN FIRST
HAND KNOWLEDGE OF THE PROJECT AREA. IF ANY DISCREPANCY ARE
DISCOVERED NOTIFY THE ENGINEER IN WRITING WITHIN 24 HOURS.
3. THE CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE THE THE UTILITIES
PROTECTION CENTER PRIOR TO CONSTRUCTION COMMENCEMENT OR
EXCAVATION. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION
FOR ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA AND
REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO
THE OWNER/DEVELOPER.
4. THE CONTRACTOR SHALL COORDINATE ALL UTILITY DISCONNECTIONS /
INTERRUPTIONS WITH THE UTILITY OWNER.
5. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS ON ALL
CONFLICTS.
6. THE CONTRACTOR SHALL PROVIDE APPROPRIATE SECURITY FEATURES
(WARNING, DIVERSIONS, BARRIERS, ECT.) TO SECURE THE PROJECT AREA.
THE CONTRACTOR SHALL PROVIDE / MAINTAIN THE ADEQUATE
PEDESTRIAN ACCESS AROUND THE PROJECT AREA.
7. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL TREES
NOT SHOWN HEREON TO BE REMOVED AND PROVIDE ADEQUATE TREE
PROTECTION AROUND THE CRITICAL ROOT ZONE FOR SUCH TREES.
8. ALL ITEMS INDICATED HEREON TO BE REMOVED / DEMOLISHED SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF
PROPERLY UNLESS OTHERWISE STATED WITHIN THE CONSTRUCTION
CONTRACT.
9. ALL EXISTING ASPHALT / CONCRETE PAVEMENT & CURB SHALL BE
PROTECTED FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR REPAIR / REPLACEMENT OF ANY DAMAGED AREAS.
HATCH LEGEND:
EXISTING ASPHALT
PAVEMENT DEMOLITION AREA
KEY NOTES:
SAWCUT EXISTING ASPHALT/CONCRETE FOR SMOOTH TRANSITION1
0'
GRAPHIC SCALE 1" =
20' 10' 20'
20' e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
To protect desirable trees from injury during construction activity.
TREE
PROTECTIONTr
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING ASPHALT BASKETBALL COURT
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
6/24/2024 10:40:26 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
KIMBALL AVE (30' R/W)
S S
PROPOSED
PLAYGROUND AREA
GRASSED
PARKING AREA
PROPOSED
MULTI-PURPOSE
BUILDING
±6,250 SF
10' SIDE YARD SETBACK
' R
E A
R Y
A R
D S
E
TB
A C
K
10' SIDE YARD SETBACK
' F
R O
N T
Y A
R D
S E
TB
A
C K
(F R
O M
C L)
6.
154'
8' 8'
12'
5'
5'
.1
8'
.1 3'
40.69'
41.55'
.2
6'
125'
.7
5'
COVERED
OUTDOOR AREA
MECH.
SERVING
CUST.
CORRIDOR
MENWOMEN
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A
SCALE: AS SHOWN
www.Georgia811.com R C4.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
PARKING CALCULATIONS:
REQUIRED MINIMUM PARKING STALLS:
ONE SPACE PER 300 SF OF GROSS FLOOR AREA
6,250 SF / 300 SF * 1 SPACE = 20.8 SPACES REQUIRED
21 SPACES
PROVIDED PARKING STALLS:
24 STANDARD GRASS SPACES AND 1 CONCRETE HANDICAP SPACE
25 SPACES TOTAL
GENERAL SITE NOTES:
1. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL MEET THE
AMERICANS WITH DISABILITIES ACTS STANDARDS FOR ACCESSIBLE
DESIGN - LATEST EDITION. SIDEWALKS SHALL NOT EXCEED 5% MAXIMUM
LONGITUDINAL SLOPE AND 2% MAXIMUM CROSS SLOPE. ACCESSIBLE
PARKING STALLS SHALL NOT EXCEED 2% MAXIMUM SLOPE IN ALL
DIRECTIONS. ACCESSIBLE RAMPS SHALL NOT EXCEED 12H:1V GRADE.
2. ALL SIGNS AND STRIPING SHALL CONFIRM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) - LATEST EDITION AND/OR
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
3. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB (WHEN PRESENT),
EDGE OF ASPHALT AND/OR EDGE OF BUILDING.
4. HORIZONTAL DATA SHOWN HEREON IS BASED ON NAD83, GEORGIA STATE
PLANES, WEST ZONE, US FOOT. VERTICAL DATA SHOWN HEREON IS BASED
ON NAVD 88(12B).
HATCH LEGEND:
GRASSED PARKING
KEY NOTES:
±870 LF OF 6' CHAIN LINK FENCE
12' CHAIN LINK SWINGING GATE
5" BLUE HANDICAP PARKING / LOADING AREA STRIPING; PAINT
ADA COMPLIANT SIDEWALK (SEE GRADING PLAN)
HANDICAP / VAN ACCESSIBLE SIGN (R7-8 & R7-8P) ON STEEL POST
CONCRETE WHEEL STOPS (ALL PARKING SPOTS)
6" CONCRETE BOLLARD (PAINTED YELLOW)
0'
GRAPHIC SCALE 1" =
20' 10' 20'
20' e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
STANDARD DUTY
CONCRETE PAVEMENT
CONCRETE SIDEWALK STANDARD DUTY
ASPHALT PAVEMENT
PRE-DEVELOPED POST-DEVELOPED
TOTAL AREA 1.48 AC 100% TOTAL AREA 1.48 AC 100%
IMPERVIOUS 0.40 AC 27.0% IMPERVIOUS 0.33 AC 22.3%
PERVIOUS 1.08 AC 73.0% PERVIOUS 1.15 AC 77.7%
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING ASPHALT BASKETBALL COURT
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
6/24/2024 10:40:32 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
KIMBALL AVE (30' R/W)
S S
PROPOSED
PLAYGROUND AREA
GRASSED
PARKING AREA
PROPOSED
MULTI-PURPOSE
BUILDING
±6,250 SF
W
RPZWMWM
RPZ
FFE:338.00
SS
SS
335 334
COVERED
OUTDOOR AREA
MECH.
SERVING
CUST.
CORRIDOR
MENWOMEN
CONTRACTOR TO COORDINATE WITH LOCAL
WATER DEPARTMENT BEFORE INSTALLATION OF:
1 - 2" DOMESTIC WATER METER
1 - 2" DOMESTIC BACK FLOW PREVENTER
1 - 34" IRRIGATION WATER METER
1 - 34" IRRIGATION BACKFLOW PREVENTER:
COORDINATE WITH UTILITY OWNER
±30 LF 2" SCH. 40 PVC
DOMESTIC WATER SERVICE
PROPOSED IRRIGATION
STUB OUT
CONTRACTOR TO VERIFY
EXACT SIZE AND LOCATION
OF EXISTING WATER MAIN
39 LF 4" SDR 26 PVC PIPE @ 5.00%
BUILDING CONNECTION
IE:331.75
SS 1.0
DOGHOUSE MANHOLE
RIM:334.71
PROPOSED IE IN:329.80 N
(INTERNAL DROP CONNECTION)
EXISTING IE IN:322.65 W
EXISTING IE OUT:322.65 E
CONTRACTOR TO FIELD VERIFY
EXACT SIZE AND LOCATION OF
EXISTING SANITARY SEWER MAIN
SANITARY SEWER SERVICE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
1+00
.7
.7
6.
1+50
39 LF 4" SDR 26 PVC PIPE @ 5.00%
SS
.0 D
O G
H O
U
SE
M A
N H
O
LE
R
IM
:3
.7
PR
O
PO
SE
D
IE
IN
:3
.8
N
(I N
TE
R
N A
L D
R O
P C
O N
N E
C
TI
O N
E
X
IS
TI
N
G
IE
IN
:3
.6
W
E X
IS
TI
N G
IE
O
U T:
2.
E
PROPOSED
BUILDING
FFE:338.00
PROPOSED
BUILDING
CONNECTION
IE:331.75
APPROXIMATE LOCATION OF EXISTING
SEWER MAIN; CONTRACTOR TO FIELD
VERIFY EXACT LOCATION AND SIZE
PROPOSED
GRADE
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A
SCALE: AS SHOWN
www.Georgia811.com R C5.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
UTILITY NOTES:
1. THE CONTRACTOR SHALL PROVIDE 72 HOUR NOTICE THE THE UTILITIES
PROTECTION CENTER PRIOR TO CONSTRUCTION COMMENCEMENT OR
EXCAVATION. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION
FOR ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA AND
REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO
THE OWNER/DEVELOPER.
2. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND SIZE OF ALL
EXISTING UTILITIES WITHIN THE PROJECT AREA AND ANY UTILITY
CONNECTIONS OFF-SITE. THE CONTRACTOR SHALL COORDINATE WITH
UTILITY OWNERS ON ALL CONFLICTS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF
PROPOSED UTILITIES AND COORDINATION WITH ALL APPLICABLE
ARCHITECTURAL BUILDING PLANS FOR THE PROJECT. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PROPER PLACEMENT AND FIT OF ALL
PROPOSED UTILITIES. IF ANY DISCREPANCIES ARE DISCOVERED, NOTIFY
THE ENGINEER IN WRITING WITHIN 24 HOURS.
4. TEN (10') FOOT HORIZONTAL & EIGHTEEN (18") INCH VERTICAL
SEPARATION SHALL BE MAINTAINED BETWEEN ALL PROPOSED POTABLE
WATER MAINS AND SANITARY SEWER MAINS.
5. FOUR (4') FOOT MINIMUM COVER SHALL BE MAINTAINED ABOVE ALL
PROPOSED WATER MAINS AND SERVICE CONNECTIONS.
6. ALL WATER FIXTURES, APPURTENANCES AND CONSTRUCTION METHODS
SHALL COMPLY WITH ALL LOCAL STANDARDS AND SPECIFICATION.
7. ALL SANITARY SEWER MAINS SHALL MEET THE SLOPE REQUIREMENTS AS
STATED IN THE TEN STATE STANDARDS FOR WASTEWATER FACILITIES -
LATEST EDITION. SANITARY SEWER SERVICE CONNECTIONS SHALL
MAINTAIN 1% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
8. ALL SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH ALL LOCAL
STANDARDS AND SPECIFICATIONS.
9. THE CONTRACTOR SHALL ADJUST THE TOPS OF ALL EXISTING AND
PROPOSED UTILITY STRUCTURES TO MATCH FINAL GRADE ELEVATIONS.
KEY NOTES:
SEE ARCHITECTURAL / MEP PLANS FOR CONTINUATION1
0'
GRAPHIC SCALE 1" =
20' 10' 20'
20' e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
SANITARY SEWER PROFILE INSET
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING ASPHALT BASKETBALL COURT
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
UTILITY PLAN
AutoCAD SHX Text
6/24/2024 10:40:37 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
KIMBALL AVE (30' R/W)
S S
PROPOSED
PLAYGROUND AREA
GRASSED
PARKING AREA
PROPOSED
MULTI-PURPOSE
BUILDING
±6,250 SF
W
RPZWMWM
RPZ
FFE:338.00
SS
SS
335 334
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
CONTRACTOR TO STABILIZE ALL DISTURBED
AREAS WITH PERMANENT SEED AND SOD
COVERED
OUTDOOR AREA
MECH.
SERVING
CUST.
CORRIDOR
MENWOMEN
-1 .5
% -1 .7
-1.2%
-5.3%
-1 3.
5%
-9 .5
-4.6%
-6.8%
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE AWAY
FROM PROPOSED BUILDING
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE AWAY
FROM PROPOSED BUILDING
1 1 1
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE AWAY
FROM PROPOSED BUILDING
EXISTING TREE
TO REMAIN
-1 .2
337.80
337.55337.55
337.80
337.80
336.67337.00 337.00
336.60
336.00
336.60
FG:337.50
TC:338.00
FG:337.75
FG:337.50 FG:337.50
TC:338.00
FG:337.75
337.20
337.90337.89 336.30
FG:337.50
FG:337.50
FG:337.50
TC:338.00
FG:337.75TC:338.00
FG:337.75
337.90 337.90
FG:337.50 335.00
333.08
333.64
336.41
337.20
FG:337.50
337.60
334.00
333.56
334.53
334.15
334.00
333.88
333.68
333.46
334.71
334.31
334.18
334.00
333.93
333.85
333.89
333.80
333.71
333.62
335.00
334.89
334.80
334.71
334.62
CONTRACTOR TO ENSURE POSITIVE
DRAINAGE AWAY FROM EXISTING
BASKETBALL COURT; SEE TYPICAL
DITCH SECTION DETAIL ON THIS SHEET
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A
SCALE: AS SHOWN
www.Georgia811.com R C6.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
PAVING, GRADING, & DRAINAGE NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FILL
MATERIAL. FILL MATERIAL SHALL BE CLEAN AND FREE OF ALL DEBRIS
AND ORGANIC MATERIAL. SUITABLE FILL MATERIAL SHALL BE PLACED IN
LIFTS OF 8" OR LESS AND COMPACTED TO 95% STANDARD PROCTOR.
2. NO GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED FOR THE
PROJECT AREA. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHIN
24 HOURS OF ANY UNSUITABLE SUBSURFACE MATERIAL ENCOUNTERED
DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL GRADE THE SITE TO PROVIDE POSITIVE
DRAINAGE AS INDICATED BY THE PROPOSED ELEVATIONS, CONTOURS,
AND DRAINAGE SLOPE ARROWS.
4. FINISHED GRADE ELEVATIONS SHOWN ARE TOP OF PAVEMENT / FACE OF
CURB UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED STRUCTURES
(MANHOLES, VALVE BOXES, ECT.) TO FINISHED GRADE ELEVATIONS.
6. FINAL GRADES SHALL BE FLUSH WITH BACK OF CURB, EDGE OF
PAVEMENT, AND / OR SIDEWALK GRADES.
7. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL MEET THE
AMERICANS WITH DISABILITIES ACTS STANDARDS FOR ACCESSIBLE
DESIGN - LATEST EDITION. SIDEWALKS SHALL NOT EXCEED 5% MAXIMUM
LONGITUDINAL SLOPE AND 2% MAXIMUM CROSS SLOPE. ACCESSIBLE
PARKING STALLS SHALL NOT EXCEED 2% MAXIMUM SLOPE IN ALL
DIRECTIONS. ACCESSIBLE RAMPS SHALL NOT EXCEED 12H:1V GRADE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ADA GUIDELINES
FOR HANDICAPPED PARKING / ACCESSIBLE ROUTES.
8. SEE DETAILS FOR TYPICAL PAVEMENT SECTIONS
KEY NOTES:
CONNECT DOWNSPOUTS TO SPLASH PADS; SEE ARCHITECTURAL PLANS
FOR EXACT LOCATION
PROVIDE SMOOTH TRANSITION TO EXISTING GRADE
150.00
150.00
FC:150.00
BC:150.00
LP:150.00
HP:150.00
SPOT GRADE LEGEND:
PROPOSED GRADE
EXISTING GRADE
PROPOSED FACE
OF CURB
PROPOSED HIGH
POINT
PROPOSED LOW
POINT
PROPOSED BACK
OF CURB
TW:150.00 FG:150.00
TOP OF WALL FINISHED GRADE
TC:150.00
TOP OF CONCRETE
TP:150.00
TOP OF PAVEMENT
0'
GRAPHIC SCALE 1" =
20' 10' 20'
20' e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
3:1
SLOPE
TIE TO EXISTING
GRADE
2'
1'
EXISTING GRADE
EXISTING GRADE
TYPICAL DITCH SECTION DETAIL
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING ASPHALT BASKETBALL COURT
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
GRADING PLAN
AutoCAD SHX Text
6/24/2024 10:40:42 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
KIMBALL AVE (30' R/W)
S S
RPZWMWM
RPZ
SS
335 334
POST-DEVELOPED
BASIN B
±0.35 ACRES
POST-DEVELOPED
BASIN A
±1.13 ACRES
FLOW PATH
FLOW PATH
M O
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
TRACT 1
1.48 Acres
KIMBALL AVE (30' R/W)
S
S
PRE-DEVELOPED
BASIN B
±0.37 ACRES
PRE-DEVELOPED
BASIN A
±1.11 ACRES
FLOW PATH
FLOW PATH
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A
SCALE: AS SHOWN
www.Georgia811.com R
0'
GRAPHIC SCALE 1" =
30' 15' 30'
30' C7.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
HYDROLOGIC BASIN INFORMATION:
PRE-DEVELOPED BASIN
BASIN A: 1.11 ACRES (CN = 80) - TC: 13.2 MINS 25-YR PEAK RUNOFF: 6.51 CFS
IMPERVIOUS AREA: 0.40 AC (HSG-B)
OPEN AREA (FAIR CONDITION): 0.65 AC (HSG-B)
GRAVEL: 0.06 AC (HSG-B)
BASIN B: 0.37 ACRES (CN = 69) - TC: 10.5 MINS 25-YR PEAK RUNOFF: 1.74 CFS
LANDSCAPED AREA: 0.37 AC (HSG-B)
TOTAL PRE-DEVELOPED RUNOFF: 25-YR PEAK RUNOFF: 8.25 CFS
POST-DEVELOPED BASIN
BASIN A: 1.13 ACRES (CN = 72) - TC: 10.0 MINS 25-YR PEAK RUNOFF: 6.13 CFS
IMPERVIOUS AREA: 0.25 AC (HSG-B)
LANDSCAPED AREA: 0.75 AC (HSG-B)
GRAVEL: 0.13 AC (HSG-B)
BASIN B: 0.35 ACRES (CN = 69) - TC: 10.0 MINS 25-YR PEAK RUNOFF: 1.73 CFS
IMPERVIOUS AREA: 0.08 AC (HSG-B)
LANDSCAPED AREA: 0.27 AC (HSG-B)
TOTAL POST-DEVELOPED RUNOFF: 25-YR PEAK RUNOFF: 7.86
TOTAL POST-DEVELOPED RUNOFF < TOTAL PRE-DEVELOPED RUNOFF
DRAINAGE NARRATIVE:
THE PROPOSED DEVELOPMENT (MONITOR ENRICHMENT CENTER RECREATION
IMPROVEMENTS) IS LOCATED AT 600 S MONITOR DRIVE, FITZGERALD, GEORGIA
31750. THE PROJECT AREA CONSIST OF ±1.48 ACRES OF OPEN SPACE AND
IMPERVIOUS AREA AND CONTAINS REMNANTS OF AN EXISTING RECREATIONAL
AREA. THE PRE-DEVELOPED CONDITION CONSIST OF TWO DRAINAGE BASINS.
PRE-DEVELOPED BASIN A SHEET FLOWS TOWARDS THE SOUTHEAST AND
DISCHARGES INTO THE EXISTING CULVERT AT THE INTERSECTION OF KIMBALL
AVE AND MARION AVE AND CONTINUES DOWNSTREAM TO THE SOUTH.
PRE-DEVELOPED BASIN B SHEET FLOWS TO THE SOUTHWEST AND DISCHARGES
INTO THE EXISTING CULVERT AT THE INTERSECTION OF KIMBALL AVE AND
MONITOR DR WHERE IT CONTINUES DOWNSTREAM TO THE SOUTH. THE
PROPOSED DEVELOPMENT WILL CONSIST OF A ±6,250 SF MULTI USE /
RECREATIONAL FACILITY, PLAYGROUND ADDITIONS, GRASSED PARKING,
CONCRETE PAVEMENT HANDICAP PARKING, PEDESTRIAN SIDEWALKS, UTILITY
INFRASTRUCTURE, AND LANDSCAPED AREAS. THE POST-DEVELOPED
CONDITIONS CONSIST OF TWO DRAINAGE BASINS. POST-DEVELOPED BASIN A
SHEET FLOWS TOWARDS THE SOUTHEAST AND DISCHARGES INTO THE
EXISTING CULVERT AT THE INTERSECTION OF KIMBALL AVE AND MARION AVE
AND CONTINUES DOWNSTREAM TO THE SOUTH. POST-DEVELOPED BASIN B
SHEET FLOWS TOWARDS THE SOUTHWEST AND DISCHARGES INTO EXISTING
CULVERT AT THE INTERSECTION OF KIMBALL AVE AND MONITOR DR AND
CONTINUES DOWNSTREAM TO THE SOUTH.
PRE-DEVELOPED IMPERVIOUS AREA: 0.40 ACRES OR 27% OF TOTAL AREA
POST-DEVELOPED IMPERVIOUS AREA: 0.33 ACRES OR 22.3% OF TOTAL AREA
0.33 AC (POST) < 0.40 ACRES (PRE)
THEREFORE, STORMWATER DETENTION IS NOT PROVIDED BY THE PROPOSED
DEVELOPMENT.
FLOODPLAIN INFORMATION:
THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE X AS PER FLOOD
INSURANCE RATE MAP FOR FITZGERALD, BEN HILL COUNTY, GA, AND SHOWN
ON MAP NO. 13017C0153B, WITH AN EFFECTIVE DATE OF SEPTEMBER 25, 2009.
FLOOD ZONE X DENOTES AREAS OF MINIMUM FLOOD HAZARD
PRE-DEVELOPED BASIN MAP
POST-DEVELOPED BASIN MAP
N
N e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
PRE-DEVELOPED POST-DEVELOPED
TOTAL AREA 1.48 AC 100% TOTAL AREA 1.48 AC 100%
IMPERVIOUS 0.40 AC 27.0% IMPERVIOUS 0.33 AC 22.3%
PERVIOUS 1.08 AC 73.0% PERVIOUS 1.15 AC 77.7%
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
HYDROLOGY PLAN
AutoCAD SHX Text
6/24/2024 10:40:47 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
TRACT 1
1.48 Acres
KIMBALL AVE (30' R/W)
S
S
PROPOSED
PLAYGROUND AREA
GRASSED
PARKING AREA
PROPOSED
MULTI-PURPOSE
BUILDING
±6,250 SF
W
RPZWMWM
RPZ
10' SIDE YARD SETBACK
' R
E A
R Y
A R
D S
E
TB
A C
K
10' SIDE YARD SETBACK
' F
R O
N T
Y A
R D
S E
TB
A
C K
(F R
O M
C L)
FFE:338.00
SS
SS
335 334
COVERED
OUTDOOR AREA
MECH.
SERVING
CUST.
CORRIDOR
MENWOMEN
SITE INFORMATION
PROJECT ADDRESS 600 S MONITOR DRIVE, FITZGERALD,
GEORGIA 31750
PARCEL NUMBER 13 5 D 1 10 (5.38 AC)
PARCEL ZONING P (PROFESSIONAL)
PROJECT AREA ±1.48 ACRES
BUILDING SETBACK LANDSCAPE SETBACK
FRONT
70' (FROM
CENTERLINE OF
ROW)
FRONT N/A
SIDE 10' SIDE N/A
REAR 30' REAR N/A
SCALE: AS SHOWN
www.Georgia811.com R C8.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
LANDSCAPING NOTES:
1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR
TO STARTING WORK.
2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO
COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS.
3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT
AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION
OF NURSERYMEN.
4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN
COMPLETED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL.
5. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS
ORIGINAL GRADE BEFORE DIGGING.
6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO
CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING
MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING
7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE
CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS.
8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUB SHALL BE
STAKED FOR APPROVAL THE PROJECT LANDSCAPE ARCHITECT OR EQUAL.
9. ALL PLANT MATERIAL SHALL BE SELECTED AT THE NURSERIES BY THE PROJECT
LANDSCAPE ARCHITECT OR EQUAL.
10. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS.
11. ALL PLANTS AN STAKES SHALL BE SET PLUM UNLESS OTHERWISE SPECIFIED.
12. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FILL AS PER THE CONTRACT
SPECIFICATIONS.
13. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR
PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY,
DURING THE FIRST GROWING SEASON.
14. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SEASONAL
REQUIREMENTS RELATED TO THE TIME OF PLANTING.
16. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTINGS
INCLUDING BUT NOT LIMITED TO WATERING, SPRAYING, MULCHING, FERTILIZING, ETC. OF
PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE
ARCHITECT OR THE OWNER.
17. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AT A MINIMUM
DEPTH OF 3" USING A SHREDDED HARDWOOD MULCH, PINESTRAW, OR SIMILAR MATERIAL.
18. ALL DISTURBED AREAS NOT COVERED BY STRUCTURES, PAVING OR LANDSCAPING SHALL
BE EITHER SEEDED OR SODDED.
19. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT
THE TIME OF THE PLANTINGS.
20. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER GRASSING. WATER REGULARLY TO
KEEP LAWN AREAS MOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH
AND SURVIVAL TO ACHIEVE AN ACCEPTABLE STAND OF ESTABLISHED LAWN.
EVERGREEN TREE PLANTING
NOT TO SCALE
SHRUB AND GROUNDCOVER PLANTING
NOT TO SCALE
HARDWOOD TREE PLANTING
NOT TO SCALE
0'
GRAPHIC SCALE 1" =
20' 10' 20'
20' e ra
E lli s, R ic ke t
A ss o ci a te s
A rc h it e c ts
P la n n e rs
1 6-14-2024 100% CE PLANS
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
POSSIBLE SSMH PAVED OVER
AutoCAD SHX Text
PLAY GROUND
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
INV:328.02
AutoCAD SHX Text
INV:328.10
AutoCAD SHX Text
INV:329.60
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
INV:333.49
AutoCAD SHX Text
INV:334.40
AutoCAD SHX Text
ASPHALT (TYP.)
AutoCAD SHX Text S 89°59'16" E 417.38'
AutoCAD SHX Text N 89°59'16" W 413.82'
AutoCAD SHX Text
APPROXIMATE WATER LINE LOCATION
AutoCAD SHX Text
APPROXIMATE GAS LINE LOCATION
AutoCAD SHX Text N 00°57'57" W 155.02'
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
1/2"REBAR
AutoCAD SHX Text
SSMH RIM:329.70 INV NORTH:321.33 INV WEST:322.00 INV SOUTH:321.23
AutoCAD SHX Text S 00°21'03" W 155.00'
AutoCAD SHX Text
INV:330.49
AutoCAD SHX Text
15"RCP
AutoCAD SHX Text
THE CITY OF FITZGERALD
AutoCAD SHX Text
EXISTING PLAYGROUND AREA
AutoCAD SHX Text
EXISTING ASPHALT BASKETBALL COURT
AutoCAD SHX Text
COUNTY COMMISSION
AutoCAD SHX Text
FITZGERALD, GA
AutoCAD SHX Text
FOR BEN HILL
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
THESE DRAWINGS ARE THE
AutoCAD SHX Text
PROPERTY OF THE ARCHITECT
AutoCAD SHX Text
AND MAY NOT BE REPRODUCED
AutoCAD SHX Text
OR REUSED WITHOUT PERMISSION
AutoCAD SHX Text
AND CREDIT.
AutoCAD SHX Text C 2023
AutoCAD SHX Text
ELLIS, RICKET & ASSOCIATES
AutoCAD SHX Text
REV:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REMARKS:
AutoCAD SHX Text
INODIC GRANT
AutoCAD SHX Text
# GA-0013787
AutoCAD SHX Text
ENRICHMENT
AutoCAD SHX Text
CENTER
AutoCAD SHX Text
RECREATION
AutoCAD SHX Text
MONITOR
AutoCAD SHX Text
IMPROVEMENTS
AutoCAD SHX Text 62039
AutoCAD SHX Text
BMI
AutoCAD SHX Text
CJP
AutoCAD SHX Text 6/6/2024
AutoCAD SHX Text
LANDSCAPE PLAN
AutoCAD SHX Text
6/24/2024 10:40:52 AM
AutoCAD SHX Text
105 S. PATTERSON STREET
AutoCAD SHX Text
P. O. BOX 3010
AutoCAD SHX Text
VALDOSTA, GEORGIA 31604
AutoCAD SHX Text
TEL. (229) 242-3556
N
IT
O R
D R
IV
E
(6 0'
R /W
M A
R
IO
N A
V E
(5 0'
R /W
G
KIMBALL AVE (30' R/W)
S S
TqB
DaB SeA
SOIL TYPE, TYP.
SOIL DELINEATION
LINE, TYP.
PROPOSED
PLAYGROUND AREA
GRASSED
PARKING AREA
PROPOSED
MULTI-PURPOSE
BUILDING
±6,250 SF
W
RPZWMWM
RPZ
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
FFE:338.00
SS
SS
335 334
Co
Sd1-NS
CONSTRUCTION EXIT
LATITUDE: N031.7088
LONGITUDE: W083.2436
Tr
Sd1-NS
Sd1-NS
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
CWA
CONTRACTOR TO STABILIZE ALL DISTURBED
AREAS WITH PERMANENT SEED AND SOD
COVERED
OUTDOOR AREA
MECH.
SERVING
CUST.
CORRIDOR
MENWOMEN
SCALE: AS SHOWN
www.Georgia811.com R C9.0
(800) 416 - 8136 www.AESLLC.us
ALBANY ■ WARNER ROBINS ■ VALDOSTA
TALLAHASSEE
G E O R G I A
B . MATTHEW INMAN
REGI STERED
ENG I NE ER
No. PE30411
PROFESSIONAL
6/6/2024
G E O R G I A
CERT IF I CATE OF AUTHOR
I T
Y
ADVANCED
ENGINEERING
SERVICES, LLC.
No. PEF008177
EXP. 06/30/2024
N
EROSION, SEDIMENTATION, & POLLUTION CONTROL NOTES:
1. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO
INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE
REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN 7 DAYS AFTER
INSTALLATION.
2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR
50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT
OF WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL
MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL
DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY
VARIANCES AND PERMITS.
3. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A
SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE
CERTIFIED BY THE DESIGN PROFESSIONAL.
4. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE
STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.
5. 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.
6. 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.
7. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
8. THE CONTRACTOR SHALL INSTALL ALL PERIMETER CONTROL BMPS AND
CONSTRUCTION EXIT PRIOR TO ANY LAND DISTURBING ACTIVITIES.
9. THE CONTRACTOR SHALL PROVIDE DUST CONTROL FOR THE PROJECT
AREA AS NEEDED BASED ON PROJECT CONDITIONS.
10. THE CONTRACTOR SHALL PERFORM DAILY INSPECTIONS / MAINTENANCE
OF ALL EROSION CONTROL BMPS. SEDIMENT LADEN RUNOFF SHALL BE
CONTAINED AND TREATED ON SITE.
11. FILTER FRAME INLET SEDIMENT TRAPS (Sd2-F) SHALL BE USED IN PLACE OF CURB INLET FILTERS (Sd2-P) UNTIL PAVEMENT IS COMPLETE.
12. CONTRACTOR SHALL INSTALL CONCRETE WASH AREA. CONCRETE WASH
AREA SHALL BE USED FOR WASHDOWN OF TOOLS, CONCRETE MIXER
CHUTES, HOPPERS AND REAR OF THE VEHICLES ONLY. WASHOUT OF THE
DRUM AT THE CONSTRUCTION SITE IS PROHIBITED.
13. WHEN APPROPRIATE THE CONTRACTOR SHALL INSTALL PERMANENT
VEGETATIVE SEEDING / SODDING…
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