Modular B_ball wall design _ stamped plan.pdf

PDF 18 MB Posted Dec 6, 2023

Attached to: 24-040 Hammond Park Basketball Wall Renovation
Solicitation number: PE-66098-NONST-2024-000000022
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document appears to be a stamped plan for a modular basketball wall design. The design is being requested by an unspecified government agency or jurisdiction. The plan provides technical specifications and design details for the modular basketball wall system. No further details are provided regarding a specific contract opportunity, procurement process, or solicitation requirements.

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Other files

File	Type	Posted
Hammond Park Basketball Wall Renovation Bid T.pdf	PDF	Dec 6, 2023
ITB 24_040 Hammond Park Basketball Wall Renov.pdf	PDF	Dec 6, 2023
24_030 Pre_bid Conference Sign_in Sheet Hammo.pdf	PDF	Dec 6, 2023
24_040 ADDENDUM 1.pdf	PDF	Dec 6, 2023

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TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

T W

L R

5 H

S, G

, 1 7T

873.015

COVER

G-1

06/29/2023

AS SHOWN

JMB

SSH

SANDY SPRINGS, GA

NOT RELEASED FOR CONSTRUCTION

VICINITY MAP

NOT TO SCALE

PREPARED BY:

ISSUED:

JUNE, 29TH, 2023

873.015

705 HAMMOND DRIVE

SANDY SPRINGS, GA 30328

PARCEL #: LL # 37, 17TH DISTRICT

ZONED: PK (PARKS AND RECREATION),

HAMMOND PARK BASKETBALL COURT

WALL RENOVATION

24 HR CONTACT:

STEVE CIACCIO

770-206-2030

PROJECT DIRECTORY

OWNER/ DEVELOPER

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-730-5600

CONTACT: STEVE CIACCIO

CIVIL ENGINEER

FORESITE GROUP, LLC.

3740 DAVINCI CT. SUITE 100

PEACHTREE CORNERS, GA 30092

(770) 368-1399

CONTACT: JONATHAN BULLARD

SURVEYOR

TERRAMARK LAND SURVEYING, INC.

1396 BELLS FERRY RD

MARIETTA GA 30066

770-421-1927

CONTACT: WILLIAM C. WOHLFORD, JR.

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net

SITE DISTURBED AREA = 0.105 AC.

SITE DEVELOPMENT PLANS FOR:

ACTIVITY

1.0

MTH

2.0

MTH

3.0

MTH

4.0

MTH

ANTICIPATED ACTIVITY SCHEDULE

BEGIN CONSTRUCTION:

END CONSTRUCTION:

08/01/2023 12/01/2023

INSTALL SEDIMENT

CONTROLS

DEMOLITION

CLEARING, GRUBBING,

& GRADING

GRASS TEMP.

CONSTRUCTION

MAINTAIN EROSION

CONTROL

STORM

FINAL CLEANUP

DISPOSITION OF TEMP.

SEDIMENT CONTROLS

Pl ot te d on

Sh ee t S ca le

G S

M O

N D

C O

U R

T R

O N

\D W

G \G

-1 C

R .D

W G

8/ 8/

P M

PROJECT SUMMARY:

PROJECT INVOLVES DEMOLITION OF EXISTING CHAINLINK

FENCING, WOOD TIMBER WALL AND CONCRETE STEPS.

IMPROVEMENTS INCLUDE MODULAR BLOCK RETAINING

WALL, CHAINLINK FENCE/GATE, CONCRETE STEPS AND

HANDRAILS. NO BUILDINGS/STRUCTURES PROPOSED.

SITE

SHEET INDEX

G-1 COVER

V-1 SURVEY

V-2 SURVEY

V-3 SURVEY

V-4 SURVEY

V-5 SURVEY

C-0 DEMOLITION PLAN

C-1 SITE & PAVING PLAN

C-2 GRADING & DRAINAGE PLAN

C-2.2 STORM DRAINAGE PROFILES

C-2.3 EXISTING STORM DRAINAGE PROFILE

C-2.4 STORM DETAILS

C-2.5 WALL PROFILES

C-4.0 EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN

C-4.1 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

C-5 CONSTRUCTION DETAILS

C-5.1 CONSTRUCTION DETAILS

08/08/23

POSSIBLE ALIGNMENT

(UNABLE TO FIELD

VERIFY LOCATION

OR TYPE)

BIKE

RACK

FL POG

BS9701

OH S

1012.56

1013.17

1033.23

1039.07

1036.37

1033.23

X X X

FL POG FL POG

FL POG

FLY

SW 2 S

EC6

WA13

TR TL S

BS9701

WA S

1013.14 1012.60 1012.58 1012.29

1013.76

1014.15

1014.26

1014.71

1036.52

1033.25

1036.40 1036.40

1039.53

1039.16

10'CLF

TW:1015.66

AT&T BOX

15"HW

TRASH CAN

BASKETBALL GOAL

9"DOG

14"HW

INV: 1011.98

PARK RULES

TRASH CAN

6"4"HOLLY

15"OAK

8"HW

4"CM

7"CM

15"MAP

20"CM #528

3"CM

4"CM 4"CM

4"CM

WOOD WALL

OOD W

TRASH CAN

WOOD WALL

BENCHES (TYP.)

WOOD WALL

STONE WALL

O O

D W

L DI (1430)

TOP: 1015.81

(FULL OF DEBRIS)

BENCH (TYP.)

W O

O D

W A

TRASH CAN

WOOD WALL 10'CLF

BASKETBALL GOAL

21"CM #668

21"MAP #667

23"MAP #666

FFE=

1013.04

ONE STORY

BLOCK

DI (1656)

TOP: 1013.49

OUT: 1010.86

STONE

WALL

4'CLFWOOD WALL

SANDY SPRINGS

RECREATION

2"METAL

POSTS

WOOD WALLS

DI (1093)

TOP: 1024.38

OUT: 1013.86

DI (1466)

TOP: 1014.22

OUT: 1011.40

10'CLF

CONC WALL

SSMH (1731)

TOP: 1018.33

IN: 1011.70

OUT: 1011.70 CONC W

ALL

DI (1888)

TOP: 1016.26

IN: 1008.95

OUT: 1007.73

SLOPED STONE WALL

TOP STONE WALL

DI SD S JPT CBS

FLY

BS9700

FLY

1012.39 1011.77

1027.60

1016.29

SOLID TOP UNABLE TO MOVE

DI (12007)

TOP: 1012.39

IN "A": 1009.30

IN "B": 1008.09

OUT: 1008.04

WEIR (12008)

TOP: 1011.77

CONC LID

(NO ACCESS)

MULCH

MULCH &

GRASS GRASS

ASPHALT

BASKETBALL

COURT

ASPHALT

BASKETBALL

COURT

8"PVC

15"RCP

CONC RAMP

12"RCP

C P

8"CLAY

C O

N C

M E

18"RCP

12"RCPB

10181020

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

EXISTING WOOD WALL &

FENCE (TO BE REMOVED)

EXISTING WOOD WALL

(TO BE REMOVED)

EXISTING WOOD WALL &

FENCE (TO BE REMOVED)

EXISTING CONCRETE

SIDEWALK AND STEPS (TO

BE SAWCUT REMOVED)

CONTRACTOR TO PROTECT

COURT SURFACE FOR

DURATION OF PROJECT.

CONTRACTOR RESPONSIBLE

FOR ANY DAMAGES TO COURT.

END REMOVAL OF

EXISTING FENCE

EXISTING LIGHT POLES

(TO REMAIN, TYP.)

EXISTING FENCE

(TO REMAIN)

CONTRACTOR TO SAWCUT

EXISTING COURT SURFACE TO

CREATE FLUSH TRANSITION TO

PROPOSED CONCRETE

CONTRACTOR TO SAWCUT

COURT ALONG EDGE OF

PROPOSED TRENCH DRAIN.

SAWCUT TO BE PARALLEL TO

EXISTING COURT STRIPING

EXISTING FENCE

(TO REMAIN)EXISTING STEPS AND PATH

TO REMAIN OPEN DURING

CONSTRUCTION

STAGING/STORING AREA

EXISTING TREE STUMP

(TO BE REMOVED)

EXISTING GATES

(TO BE REMOVED)

EXISTING DRAIN AND

STORM PIPE (TO BE

REMOVED)

EXISTING DRAIN AND

STORM PIPE (TO REMAIN)

EXISTING LIGHT POLE

(TO REMAIN)

EXISTING WALLS

(TO REMAIN)

EXISTING FENCE

(TO REMAIN)

EXISTING FENCE

(TO BE REMOVED)

EXISTING FENCE

(TO BE REMOVED)

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

GENERAL NOTES:

1) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION PERMIT

FROM SANDY SPRINGS, GA PRIOR TO DEMOLITION OF THE SITE.

2) ALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

3) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF

THIS PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR.

4) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND STUMPS AND

LEGALLY DISPOSE OF DEBRIS.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE

STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY INSTALLATION CODES.

2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE

WITH GDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES EXCEPT IN

CASES WHERE, WITHIN SANDY SPRINGS, GA JURISDICTION, THE COUNTY

STANDARD SPECIFICATIONS ARE MORE STRINGENT.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THE

ENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS

OF ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE

OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

4) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND LIAISON WITH

UTILITY COMPANIES IN THE PROCESS OF LOCATION AND RELOCATION OF AND

TIE-IN TO PUBLIC UTILITIES.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY

ADJACENT STRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN

LIMITS OF CONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO REMAIN, AND

SHALL REPAIR OR REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY

OWNER'S SATISFACTION AT NO COST TO THE OWNER.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND

SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER.

7) CONTRACTOR IS RESPONSIBLE FOR CONTACTING SANDY SPRINGS, GA AND

ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL UTILITIES FROM

THEIR EXISTING LOCATION ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL

UTILITY DEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE WITH THE

EXISTING UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

8) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY

MEASURES AS NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL

ENTRANCES AT ALL TIMES DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY

INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY TO

ACCOMPLISH THE WORK.

9) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CONSTRUCTION

EQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY.

10) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE

RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE.

11) COORDINATE WITH SANDY SPRINGS, GA AS REQUIRED DURING ALL DEMOLITION

AND NEW CONSTRUCTION ACTIVITIES.

12) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING

AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

13) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.

14) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY DISPOSED OF, OFF

SITE.

15) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER PRIOR TO ANY

EXCAVATION.

EROSION CONTROL NOTES

(SEE ALSO EROSION CONTROL PLAN)

1) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING

OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT

CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL

DISTURBED AREAS.

2) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL PROTECT

ADJACENT PAVEMENTS FROM SOIL ACCUMULATION DURING CONSTRUCTION.

3) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY THE ENGINEER

OR OTHER INSPECTORS AS DETERMINED BY FIELD CONDITIONS.

LEGEND

FENCE AND/OR WALL TO BE REMOVED

CONCRETE TO BE REMOVED

EXISTING FENCE

PROPERTY LINE

LIMITS OF DISTURBANCE

EXISTING TREE TO BE REMOVED

LOD LOD LOD

T W

L R

S, G

, 1 7T

873.015

DEMOLITION PLAN

C-0

06/29/2023

1" = 10'

JMB

SSH

\87

3.0

L C

G\ C-

0 D

.D W

P lot ted on : 8

/8/

:40

B y:J

D S he et

Sc ale

:1"

SCALE IN FEET

20'10'5'10' 1" = 10'

BIKE

RACK

FL POG

BS9701

OH S

1012.56

1013.17

1033.23

1039.07

1036.37

1033.23

X X X

FL POG FL POG

FL POG

FLY

SW 2 S

EC6

WA13

TR TL S

BS9701

WA S

1013.14 1012.60 1012.58 1012.29

1013.76

1014.15

1014.26

1014.71

1036.52

1033.25

1036.40 1036.40

1039.53

1039.16

10'CLF

TRASH CAN

BASKETBALL GOAL

PARK RULES

TRASH CAN

WOOD WALL

OOD W

TRASH CAN

WOOD WALL

BENCHES (TYP.)

WOOD WALL

STONE WALL

O O

D W

BENCH (TYP.)

TRASH CAN

10'CLF

BASKETBALL GOAL

FFE=

1013.04

ONE STORY

BLOCK

STONE

WALL

4'CLFWOOD WALL

SANDY SPRINGS

RECREATION

2"METAL

POSTS

WOOD WALLS

10'CLF

CONC WALL

CONC W

ALL

SLOPED STONE WALL

TOP STONE WALL

DI SD S JPT CBS

FLY

BS9700

FLY

1012.39 1011.77

1027.60

1016.29

MULCH

MULCH &

GRASS GRASS

ASPHALT

BASKETBALL

COURT

ASPHALT

BASKETBALL

COURT

CONC RAMP

C O

N C

M E

1/2"RB WITH CAP FND

"AT&T RLS2301"

1/2"RB FND

POSSIBLE 20' SANITARY

SEWER EASEMENT

(NO RECORDING INFORMATION)

C-5

CONCRETE STEPS AT

CHEEK WALL W/ HANDRAIL

(TYP.)

4.5'

PROPOSED CONCRETE TO BE

FLUSH WITH EXISTING COURT

AND ALLOW FOR POSITIVE

DRAINAGE. SEE GRADING

PLAN

C-5CHAINLINK FENCE

(TO MATCH EXISTING)

CONTRACTOR TO SET

TRENCH DRAIN PARALLEL TO

COURT STRIPING

C-5.1

MODULAR BLOCK

RETAINING WALL

(TYP.)

C-5CHAINLINK GATE

2' TYP.

2' T

CONCRETE COLLAR AROUND DRAIN

INLET. SEE GRADING & DRAINAGE PLAN

AND DETAILS ON C-2.3,( TYP.)

5.4'

13.8'

CHAIN LINK FENCE HEIGHT TO BE

CONSTANT AROUND BASKETBALL

COURT, SET FENCING 18" BEHIND

BACK OF WALL CAP

18" TYP.

" T

CONTRACTOR TO COORDINATE FENCE POST

FOUNDATION WITH MIRAGRID AND TO AVOID

CONFLICTS WITH DRAINAGE PIPE, SEE C-2

FOR PIPE LOCATION.

TIE IN EXISTING FENCE

POST TO NEW FENCING

BEGIN NEW FENCING

AT POST

C-5CHAINLINK GATE

18" TYP.

TRENCH DRAIN,

SEE GRADING PLAN

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

GENERAL NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE

PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS

USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION ARE GIVEN

AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL CURB RADII ARE GIVEN AT THE FACE

OF CURB.

2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING

WITH ANY NEW CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT

OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER,

SIDEWALKS, WALLS, AND UTILITIES.

SITE NOTES:

1) TRACT IS ZONED: PK (PARKS AND RECREATION) (PARKS AND RECREATION),

2) SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN DIMENSIONS, DOOR LOCATIONS,

SITE LIGHTING PLAN, AND OTHER ARCHITECTURAL DETAILS.

3) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE

BEEN COMPLETED ON THE SITE.

4) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY

IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

5) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT,

PRODUCTS, ETC.

6) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THIS DEVELOPMENT

PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITE SIGNAGE.

7) ALL PAVEMENT MARKING WITHIN SANDY SPRINGS, GA RIGHT-OF-WAY SHALL BE

THERMOPLASTIC AND ACCORDING TO GDOT SPECIFICATIONS.

8) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS

PROJECT ARE THE RESPONSIBILITY OF THE OWNER, HOWEVER A CONTRACTOR/DEVELOPER

CAN DO PERMITTING WITH AGENT AUTHORIZATION.

9) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO ANY GRADING.

10) MAXIMUM CUT OR FILL SLOPE = 3H:IV

11) SANDY SPRINGS, GA ACCEPTS NO RESPONSIBILITY FOR THE AMERICANS WITH

DISABILITIES ACT (ADA), EXCEPT FOR NOTIFICATION REQUIREMENT. THE OWNER/DEVELOPER

IS SOLELY RESPONSIBLE FOR COMPLIANCE FOR SAID ACT.

12) 24 HOUR CONTACT: STEVE CIACCIO, 770-206-2030

13) CONTRACTOR SHALL COORDINATE WITH THE CITY/COUNTY JURISDICTION, WATER AND

SEWER JURISDICTION, AND DEPARTMENT OF TRANSPORTATION INSPECTORS REGARDING

ALL CERTIFICATE OF OCCUPANCY REQUIREMENTS AND COORDINATE WITH THE ENGINEER

APPROXIMATELY 8 WEEKS PRIOR TO ANTICIPATED CERTIFICATE OF OCCUPANCY DATE

REGARDING ANY ITEMS REQUIRING APPROVAL OR CERTIFICATIONS BY THE ENGINEER.

LEGEND

CONCRETE SIDEWALK PAVING

PROPOSED FENCE

PROPERTY LINE

SCALE IN FEET

2010510 1"=10'-0"

T W

L R

S, G

, 1 7T

873.015

SITE & PAVING PLAN

C-1

06/29/2023

1" = 10'

JMB

SSH

3.0

L C

G\ C-

1 S

ted on

: 8 /8/

:53

S he et Sc ale :1"

FL POG

BS9701

OH S

1012.56

1013.17

1033.23

1039.07

1036.37

1033.23

X X X

FL POG FL POG

FL POG

FLY

SW 2 S

EC6

WA13

TR TL S

BS9701

WA S

1013.14 1012.60 1012.58 1012.29

1013.76

1014.15

1014.26

1014.71

1036.52

1033.25

1036.40 1036.40

1039.53

1039.16

1012.56 1013.761014.26

10'CLF

1025.17

3.2

1026.1

1039.12

.93

TW:1024.57

.85

1030.06

1018.8

1029.18

1030.05

1027.64

1012.2

1031.56

.67

1018.35

1024.7

1025.98

1014.86 1027.69

.63

:10

.21

1029.80TW:1032.09

1033.98

1024.02

3.6

1025.8

1024.4

1014.6

1015.36

1031.16

1030.8

1035.92

1029.42

1025.79

1020.0

1014.9

1014.81

1015.27

1031.9

:10

.66

.70

1020.77

1015.65

:10

.01

.12

TW:1012.74

TW:1020.75

1015.55

1017.56

.85

1016.86

1030.79

1013.05

1020.8

1019.2

1014.84

1017.73

1017.26

1026.14

1028.90

1011.44

1018.6

1016.19

:10

.83

1019.39

1031.15

1034.18

1020.65

1018.6

TW:1018.10

.89

1025.73

.76

1018.5

1012.10

1021.30

1015.37

1012.60

.76

INV: 1011.98

PARK RULES

WOOD WALL

OOD W

WOOD WALL

STONE WALL

O O

D W

10'CLF

DI (1656)

TOP: 1013.49

OUT: 1010.86

STONE

WALL

4'CLFWOOD WALL

SANDY SPRINGS

RECREATION

2"METAL

POSTS

WOOD WALLS

DI (1466)

TOP: 1014.22

OUT: 1011.40

10'CLF

CONC WALL

CONC W

ALL

DI (1888)

TOP: 1016.26

IN: 1008.95

OUT: 1007.73

SLOPED STONE WALL

TOP STONE WALL

DI SD S JPT CBS

FLY

BS9700

FLY

1012.39 1011.77

1027.60

1016.29

SOLID TOP UNABLE TO MOVE

DI (12007)

TOP: 1012.39

IN "A": 1009.30

IN "B": 1008.09

OUT: 1008.04

WEIR (12008)

TOP: 1011.77

CONC LID

(NO ACCESS)

ASPHALT

BASKETBALL

COURT

ASPHALT

BASKETBALL

COURT

8"PVC

15"RCP

CONC RAMP

12"RCP

C P

C O

N C

M E

18"RCP

12"RCPB

10181020

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

STAGING/STORING AREA

4" X 12" TEE

DB DOME

ID DOME

DB DOME

29 LF 12" HDPE @ 1.20%

" H D

8 LF 12" DIP @ 2.08%

36 LF 12" DIP @ 2.08%

TEE

4" HDPE PIPE FROM BOTTOM OF

TRENCH DRAIN TO 12" DIP PIPE.

CONSTRUCT CONCRETE PAD PRIOR TO STAIRS

AND TOP LANDING. CONCRETE PAD TO HAVE

FLUSH TRANSITION TO THE EXISTING SURFACE

OF THE BASKETBALL COURT AND POSITIVE

DRAINAGE TOWARDS INLETS AT MINIMUM 1.5%

GRADE. NOTIFY THE ENGINEER OF ANY

DISCREPANCIES THAT WILL AFFECT STAIR AND

LANDING ELEVATIONS.

ID DOME

" H D

EX. DROP INLET (GRATE)

TRENCH DRAIN END

104.4

TRENCH DRAIN END

202.4

-3.7%

-3.5%

-10.0%

-6.4%

-1.0%

-1 .8

-1.1%

-0.8%

-1 .7

" H D

DB DOME

1017.62 1017.40

1014.79

1017.45

1017.66

1019.00

1018.45

1019.00

1018.94

1018.81

1018.95

1018.80

1018.94

1018.90

1016.36

1017.45

-2.7%

1014.45 1014.45

DB DOME

7 LF 12" HDPE @ 4.12%

18 LF 12" HDPE @ 1.00%

DB DOME

25 LF 12" HDPE @ 3.99%

DB DOME

44 LF 12" HDPE @ 4.82%

1014.27

1013.98

5 LF 4" DIP @ 13.93%

1015.65 TW

1015.19 BW

1019.00 TW

1019.00 BW

1019.00 TW

1018.18 BW

1019.00 TW

1015.50 BW

WALL TO STEP. SEE WALL

PROFILE SHEET FOR STATIONING

AND ELEVATIONS.

3:1 MAX SLOPE

1018.33 TW

1018.00 BW

1018.33 TW

1018.00 BW

4" PERFORATED WALL DRAIN TO TIE

INTO 4" DIP STORM DRAIN

WALL TO STEP. SEE SITE PLAN AND

WALL PROFILE FOR STATIONING

AND ELEVATION DETAILS.

4" PERFORATED WALL DRAIN TO TIE

INTO STORM DRAIN

1016.32 TW

1015.65 BW

1016.99 TW

1017.66 TW1018.33 TW1019.00 TW

1016.09 BW

1016.53 BW1017.66 BW1018.36 BW

1014.42 1014.15

1014.40

CONTRACTOR TO

FIELD VERIFY

CONTRACTOR TO

FIELD VERIFY

104.2

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

GENERAL NOTES:

1) ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT UNLESS OTHERWISE

NOTED.

2) THE SOURCE OF THE TOPOGRAPHIC AND ELEVATION DATA IS FROM THE TOPOGRAPHIC

SURVEY PROVIDED BY TERRAMARK LAND SURVEYING, INC. DATED 06-21-2019.

SITE NOTES:

1) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER CONVEYANCE

CHANNELS AND PIPES AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN

STABILIZED.

2) COORDINATE WITH SANDY SPRINGS, GA INSPECTIONS DURING CONSTRUCTION.

3) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE

BEEN COMPLETED.

4) CONSTRUCT EROSION CONTROL BARRIERS PER SANDY SPRINGS, GA INSPECTOR AND

MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.

5) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED OR

DISTURBED TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL WORK IN

SANDY SPRINGS, GA RIGHT OF WAY SHALL COMPLY WITH GDOT SPECIFICATIONS.

6) ALL CURBED LANDSCAPE ISLANDS SHALL BE FILLED TO TOP OF CURB WITH TOPSOIL AND

SEEDED.

7) MAXIMUM CUT OR FILL SLOPES IS 3H:1V

8) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING

ACTIVITIES.

9) ALL PLASTIC STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION

WIRE AND TAPE.

10) ALL CMP STORM PIPE SHALL BE TYPE 2 ALUMINIZED. ALL HDPE SHALL BE AASHTO TYPE "S"

AND SHALL BE INSTALLED IN ACCORDANCE TO ASTM D2321 OR AASHTO SECTION 30

STANDARD PRACTICES AND AS RECOMMENDED BY THE MANUFACTURER. ALL RCP STORM PIPE

SHALL BE CLASS III.

11) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL,

AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO

95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE

MATERIALS.

12) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL

ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION

CONTROL DEVICES. 24 HR. CONTACT: JONATHAN BULLARD (770) 368-1399

13) NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER PANEL

13121C0161F DATED SEPT. 18TH, 2013

14) DETENTION FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED

PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT

GROUND COVER IS ESTABLISHED.

15) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE

EXISTING OVERHEAD POWER LINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH

GEORGIA POWER PRIOR TO CONSTRUCTION.

16) STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND

OTHER APPROPRIATE ORDINANCES AND REGULATIONS IN EFFECT AT TIME OF

CONSTRUCTION PLAN APPROVAL.

17) IN HEAVY DUTY PAVEMENT AREAS G.A.B. SHALL EXTEND UNDER THE GUTTER TO

PROVIDE ADDITIONAL STABILITY FOR TRUCK TRAVEL.

18) CONTRACTOR SHALL INSTALL DOWNSTREAM STORM PIPE CONNECTION IN THE

RIGHT-OF-WAY PRIOR TO INSTALLATION OF ON-SITE STORM PIPING AND/OR STORM WATER

DETENTION FACILITY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES SHOWN ON

THE PLANS BY POT HOLING THE LINES. THE CONTRACTOR SHALL HAVE THE LINES SURVEYED,

INCLUDING HORIZONTAL AND VERTICAL LOCATION, AND THE SURVEYED POINTS SENT TO THE

PROJECT ENGINEER TO DETERMINE IF ANY UTILITY CONFLICTS WILL AFFECT THE CURRENT

STORM DRAINAGE DESIGN.

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM PIPE

PROPOSED STORM PIPE

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED SPOT ELEVATION FOR TOP OF WALL /

BOTTOM OF WALL AT FINISHED SURFACE GRADE

(SEE STRUCTURAL FOR FOOTING ELEVATIONS)

XXXX.XX

XXXX

T W

L R

S, G

, 1 7T

873.015

GRADING & DRAINAGE PLAN

C-2

06/29/2023

1" = 10'

JMB

SSH

Pl ot te d on

Sh ee t S ca le

G S

M O

N D

C O

U R

T R

O N

\D W

G \C

-2 G

W G

8/ 8/

P M

SCALE IN FEET

2010510 1"=10'

STORMWATER LEGEND

TYPE DESCRIPTION STANDARD/ DETAIL RIM EL.

REFERENCE

(DOME)

DRAIN BASIN WITH

DOME GRATE

NYLOPLAST 12" INLINE DRAIN W/

CAST IRON DOMED GRATE

BOTTOM OF

DOMED GRATE

(DOME)

INLINE DRAIN WITH

DOME GRATE

NYLOPLAST 12" DRAIN BASIN W/

CAST IRON DOME GRATE

BOTTOM OF

DOMED GRATE

TRENCH

DRAIN TRENCH DRAIN ZURN Z886 TRENCH DRAIN GRATE AT

FINISHED GRADE

TEE TEE CONNECTION ADS INSERTA-TEE OR APPROVED

EQUIVALENT N/A

PIPE MATERIALS LEGEND*

TYPE DESCRIPTION STANDARD

HDPE HIGH DENSITY POLYTEHYLENE PIPE GDOT STD 1030P

DIP DUCTILE IRON PIPE GDOT STD 841

** RIM ELEVATIONS ARE APPROXIMATE AND USUALLY LOCATED NEAR THE CENTER OF THE

STRUCTURE (I.E. IF CENTER OF STRUCTURE IS ON A GRATE IT WILL BE APPROX. GRATE

ELEVATION, AND IF ON TOP OF A WINGED CATCH BASIN, WILL BE THE TOP OF THE CATCH

BASIN). ALL GRATES/THROATS ARE TO BE CONSTRUCTED TO BE FLUSH WITH AND MATCH

FINAL GRADES AND HORIZONTAL ALIGNMENTS OF ALL CURBS AND PAVEMENTS IN

ACCORDANCE WITH DRAINAGE DETAILS.

FIELD CONDITIONS VARY FROM ORIGINAL SURVEY DUE TO

EROSION AND BASKETBALL COURT RESURFACING. EXISTING

ELEVATIONS TAKEN FROM SURVEY AND ESTIMATED FIELD

MEASUREMENTS. NOTIFY THE ENGINEER OF ANY

DISCREPANCIES PRIOR TO CONSTRUCTION.

E le va ti on 1" = 10' H, 1"=5' V

STORM 100

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00

E le va ti on

1" = 10' H, 1"=5' V

STORM TRENCH 106

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60

29 LF OF 12" HDPE @ 1.20%

D B

D O

M E

: 1

-1

: 1 2"

H D

O U

-1

: 1 2"

H D

: 1

44 LF OF 12" HDPE @ 4.82%

D B

D O

M E

: 1

-1

: 1 2"

H D

O U

-1

: 1 2"

H D

: 1

E le va ti on

1" = 10' H, 1"=5' V

STORM 200

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80

E le va ti on

1" = 10' H, 1"=5' V

STORM TRENCH 202

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10

O M

O U

-2

: 1 2"

: 1

-2

: 1 2"

: 1

(P -2

: 4 " H

V O

U T:

(P -2

: 1

2" D

36 LF OF 12" DIP @ 2.08%

: 1

2" D

O U

2" R

C P)

: 1

. D

R O

(G R

18 LF OF 12" RCP

@ 11.61%

: 1

2" R

C P)

: 1

2" R

C P)

: 1

EX. PIPE

D R

O P

T (G

18 LF OF 12" HDPE

@ 1.50%

D B

D O

M E

: 1

-1

: 1 2"

H D

O U

-1

: 1 2"

H D

: 1

R O

2" H

: 1

(P -2

: 1

2" D

: 1

-2

.1 : 4

" H D

O U

-2

: 1 2"

T #1

C P)

: 1

-E X.

: 1 5"

R C

: 1

(P -1

: 1

2" H

V O

U T:

(P -E

.1 : 1

5" R

C P)

7 LF OF

12" HDPE

@ 4.12%

860686058604860386028601

ZURN Z886 TRENCH NO.

SEE DETAIL ON SHEET C-2.3

8615 8614 8613 8612 86108611 8609 8608 8607 8606 8605 8604 8603 8602 8601

ZURN Z886 TRENCH NO.

SEE DETAIL ON SHEET C-2.3

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE EXISTING

GRADE

PROPOSED

GRADE

8 LF OF

12" DIP

@ 2.08%

O M

O U

-1

: 1 2"

H D

: 1

31 LF OF 12" HDPE @ 1.50%

C H

D R

C O

N N

O N

O U

-1

.1 : 4

" D

104.2

C H

D R

E N

104.4

C H

D R

E N

202.4

D B

D O

M E

: 1

-1

: 1 2"

H D

: 1

-1

.1 : 4

" D

V O

U T:

(P -1

: 1

2" H

: 1

D B

D O

M E

: 1

-1

: 1 2"

H D

O U

-1

: 1 2"

H D

: 1

20 LF OF 12" HDPE @ 1.50%

25 LF OF 12" HDPE @ 3.99%

18 LF OF 12" HDPE

@ 1.00%

D B

D O

M E

: 1

-1

: 1 2"

H D

O U

-1

: 1 2"

H D

: 1

8606 8605

. PR

25 YR HGL

D B

D O

M E

: 1

-1

: 1 2"

H D

O U

-1

: 1 2"

H D

: 1

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

1" = 5'

VERTICAL: SCALE IN FEET

5 2.5 5 10

1" = 10'

HORIZONTAL: SCALE IN FEET

10 5 10 20

GENERAL NOTES:

1) PIPE LENGTHS REFLECT THE PIPES LINEAR LENGTH AND ARE SHOWN FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE.

2) EXISTING UTILITY DEPTHS ARE APPROXIMATED BASED ON 4 FT COVER FROM THE

EXISTING GROUND SURFACE. PROPOSED UTILITY DEPTHS ARE BASED ON 4 FT OF COVER

FROM THE PROPOSED GROUND SURFACE. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY

DEPTHS AT CROSSING AND CONTACT ENGINEER IMMEDIATELY IF CONFLICTS ARE

ENCOUNTERED.

3) CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS OF UTILITIES IN RIGHT OF WAY TO

AVOID CONFLICTS. CONTACT ENGINEER IMMEDIATELY IF FIELD ELEVATIONS DIFFER FROM

THE DESIGN DRAWINGS.

4) MAINTAIN MINIMUM 2’ OF COVER OVER METAL AND PLASTIC PIPES DURING

CONSTRUCTION ACTIVITIES.

T W

L R

S, G

, 1 7T

873.015

STORM DRAINAGE PROFILES

C-2.2

06/29/2023

AS SHOWN

JMB

SSH

3.0

L C

G\ C-

2.2 S

ILE

ted on : 8

/8/

:24

D S he et

Sc ale

:1" va ti on

1" = 10' H, 1"=5' V

STORM EX

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70

G D

O U

-E X.

: 1 5"

R C

DI 1656

8 LF OF

15" RCP

@ 4.57%

33 LF OF 15" RCP @ 4.57%

G D

: 1

-E X.

: 1 5"

R C

V O

U T:

(P -E

: 1 8"

R C

DI 1888

111 LF OF 18" RCP @ 7.20%

G D

: 9

-E X.

: 1

8" R

C P)

DI 1805

: 1

-E X.

: 1 5"

R C

: 1

(P -1

: 1

2" H

V O

U T:

(P -E

.1 : 1

5" R

C P)

EXISTING

GRADE

25 YR HGL

.19

TW:1007.13

.63

1014.6

TW:1014.20

1008.36

1014.81

1017.56

1016.86

1009.07

1017.73

1017.26

.54

1017.28

1016.19

1017.38

.89

1012.10

1015.78 1010.02

.76

1015.77

16"HW

INV: 1011.98

INV: 1011.55

16"

13"OAK

10'CLF

BASKETBALL GOAL

DI (1656)

TOP: 1013.49

OUT: 1010.86

CONC W

ALL

8' C

DI (1888)

TOP: 1016.26

IN: 1008.95

OUT: 1007.73

DI (1805)

TOP: 1005.68

IN: 999.75

OUT: 999.58

N E

W A

GRASS

ASPHALT

BASKETBALL

COURT

8"PVC

15"RCP

C O

N C

FLU

18"RCP

C P

8"CLAY

POSSIBLE 20' SANITARY

SEWER EASEMENT

(NO RECORDING INFORMATION)

LOD LOD LOD LOD LOD LOD LOD

LOD

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

1" = 5'

VERTICAL: SCALE IN FEET

5 2.5 5 10

1" = 10'

HORIZONTAL: SCALE IN FEET

10 5 10 20

GENERAL NOTES:

1) PIPE LENGTHS REFLECT THE PIPES LINEAR LENGTH AND ARE SHOWN FROM

CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

2) EXISTING UTILITY DEPTHS ARE APPROXIMATED BASED ON 4 FT COVER FROM THE

EXISTING GROUND SURFACE. PROPOSED UTILITY DEPTHS ARE BASED ON 4 FT OF

COVER FROM THE PROPOSED GROUND SURFACE. CONTRACTOR SHALL FIELD VERIFY

ALL UTILITY DEPTHS AT CROSSING AND CONTACT ENGINEER IMMEDIATELY IF

CONFLICTS ARE ENCOUNTERED.

3) CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS OF UTILITIES IN RIGHT OF

WAY TO AVOID CONFLICTS. CONTACT ENGINEER IMMEDIATELY IF FIELD ELEVATIONS

DIFFER FROM THE DESIGN DRAWINGS.

4) MAINTAIN MINIMUM 2’ OF COVER OVER METAL AND PLASTIC PIPES DURING

CONSTRUCTION ACTIVITIES.

T W

L R

S, G

, 1 7T

873.015

EXISTING STORM DRAINAGE

PROFILE

C-2.3

06/29/2023

AS SHOWN

JMB

SSH

3.0

L C

G\ C-

2.2 S

ILE

ted on : 8

/8/

:32

D S he et

Sc ale

:1"

2010510 1"=10'

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

T W

L R

S, G

, 1 7T

873.015

STORM DETAILS

C-2.4

06/29/2023

AS SHOWN

JMB

SSH

3.0

L C

G\ C-

2.2 S

ILE

ted on : 8

/8/

:34

D S he et

Sc ale

:1"

NYLOPLAST DRAIN BASIN WITH DOME GRATE

(1, 2) INTEGRATED DUCTILE IRON

GRATE TO MATCH BASIN O.D.

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(5) ADAPTER ANGLES VARIABLE

0° - 360° ACCORDING TO PLANS

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 30" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

8" - 30"

4" MIN ON 8" - 24"

6" MIN ON 30"

(6" MIN. ON 8" - 24", 10" MIN. ON 30"

BASED ON MANUFACTURING REQ.)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I

OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &

BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &

COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE

OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE

MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

DRAWN BY EBC

DATE

REVISED BY

DATE

03-25-10

09-05-13

CCA

PROJECT NO./NAME

TITLE

DRAIN BASIN WITH DOME GRATE

QUICK SPEC INSTALLATION DETAIL

SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-397 REV C

MATERIAL

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

24"x24" CONCRETE COLLAR TO BE INSTALLED ON

ALL 12" NYLOPLAST DRAIN INLETS. CONCRETE

TO BE 4" THICK.

NOT TO SCALE

NYLOPLAST DRAIN WITH DOME GRATE & CONCRETE COLLARC-2.4

24"X24" CONCRETE COLLAR TO BE

INSTALLED ON ALL 12" NYLOPLAST DRAIN

INLETS. CONCRETE TO BE 4" THICK.

NOT TO SCALE

NYLOPLAST DRAIN WITH PEDESTRIAN GRATEC-2.4 NOT TO SCALE

NYLOPLAST INLINE DRAIN WITH DOME GRATE & CONCRETE COLLARC-2.4

va ti on

1" = 10' H, 1"=5' V

WALL WEST

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10

PROPOSED

TOP OF WALL

1019.00

PROPOSED WALL ELEVATION AT COURT SIDE

EXISTING

GRADE

SEE DETAILS FOR FOOTING DEPTH

WALL STEP

STA: 1+61

STA: 0+10

1015.25

END OF WALL

STA: 1+83

P-203

12" DIP

SEE SHEET C-5.1 FOR

WALL DETAIL

8" STEP

STA: 0+46.08

1018.33

8" STEP

STA: 0+34.07

1017.66

8" STEP

STA: 0+22.07

1016.99

8" STEP

STA: 0+18.08

1016.32

8" STEP

STA: 0+14.06

1015.65 12'12' 4'4'

TW:1024.57

1015.85

.35

.80

:10

.09

.36

1018.70

.65

1019.12

.55

.65

.30

.37

N E

W A

WOOD WALL

B A

S K

G O

A L

10'CLF

2" M

E W

12"RCP

0+ 60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60

STA: 1+66.02

STA: 0+61.00

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

GENERAL NOTES:

1) PIPE LENGTHS REFLECT THE PIPES LINEAR LENGTH AND ARE SHOWN FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE.

2) EXISTING UTILITY DEPTHS ARE APPROXIMATED BASED ON 4 FT COVER FROM THE

EXISTING GROUND SURFACE. PROPOSED UTILITY DEPTHS ARE BASED ON 4 FT OF COVER

FROM THE PROPOSED GROUND SURFACE. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY

DEPTHS AT CROSSING AND CONTACT ENGINEER IMMEDIATELY IF CONFLICTS ARE

ENCOUNTERED.

3) CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS OF UTILITIES IN RIGHT OF WAY TO

AVOID CONFLICTS. CONTACT ENGINEER IMMEDIATELY IF FIELD ELEVATIONS DIFFER FROM

THE DESIGN DRAWINGS.

4) MAINTAIN MINIMUM 2’ OF COVER OVER METAL AND PLASTIC PIPES DURING

CONSTRUCTION ACTIVITIES.

T W

L R

S, G

, 1 7T

873.015

WALL PROFILES

C-2.5

06/29/2023

AS SHOWN

JMB

SSH

3.0

L C

G\ C-

2.2 W

L P

ted on

: 8 /8/

:58

S he et Sc ale :1"

1" = 5'

VERTICAL: SCALE IN FEET

5 2.5 5 10

1" = 10'

HORIZONTAL: SCALE IN FEET

10 5 10 20

BIKE

RACK

:1425209.0214 :2237169.0406 :1033.23

FL POG

BS9701

OH S

1012.56

1013.17

1033.23

1039.07

1036.37

1033.23:9701

X X X

FL POG FL POG

FL POG

FLY

SW 2 S

WA13

BS9701

WA S

1013.14 1012.60 1012.58 1012.29

1013.76

1014.15

1014.26

1014.71

1033.25

1036.40 1036.40

1039.16

10'CLF

TRASH CAN

BASKETBALL GOAL

TRASH CAN

OOD W

TRASH CAN

WOOD WALL

BENCHES (TYP.)

WOOD WALL

STONE WALL

O O

D W

BENCH (TYP.)

TRASH CAN

10'CLF

BASKETBALL GOAL

STONE

WALL

4'CLF

SANDY SPRINGS

RECREATION

2"METAL

POSTS

WOOD WALLS

10'CLF

CONC WALL

CONC W

ALL

SLOPED STONE WALL

TOP STONE WALL

:9700 :1425095.4630 :2237137.0450 :1027.60

:9702 :1425046.4690 :2237198.7490 :1016.29 X

DI SD S JPT CBS

FLY

BS9700

FLY

1012.39 1011.77

1027.60

1016.29

MULCH

GRASS

GRASS GRASS

ASPHALT

BASKETBALL

COURT

ASPHALT

BASKETBALL

COURT

C O

N C

M E

10181020

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Sd2-F

Sd2-F Sd2-F

Sd2-F

SEDIMENT TO BE REMOVED

IMMEDIATELY FROM BASKETBALL

COURT DURING CONSTRUCTION

ACTIVITIES

SEDIMENT TO BE PREVENTED FROM

ENTERING TRENCH DRAIN TO FULLEST

EXTENT POSSIBLE DURING

CONSTRUCTION. SEDIMENT TO BE

REMOVED FROM TRENCH DRAIN AFTER

CONSTRUCTION IS COMPLETE.

Sd2-F

Sd2-F Sd2-F

Sd1-NS Sd1-NS Sd1-NS Sd1-NS Sd1-NS Sd1-NS Sd1-NS Sd1-NS Sd1-NS Sd1-NS

Sd2-F

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

T W

L R

S, G

, 1 7T

873.015

EROSION, SEDIMENTATION, &

POLLUTION CONTROL PLAN

C-4.0

06/29/2023

1" = ----'

JMB

SSH

3.0

L C

G\ C-

4.3 E

L P

ted on

: 8 /8/

:12

S he et Sc ale :1"

20'10'5'10' 1" = 10'

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL SYMBOL DESCRIPTION

INLET SEDIMENT TRAP

FILTER FABRIC WITH

SUPPORTING FRAME

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

SEDIMENT BARRIER TYPE NS:

NONSENSITIVE AREAS

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

VEGETATIVE PRACTICES

CODE PRACTICE DETAIL SYMBOL DESCRIPTION

DISTURBED AREA

STABILIZATION (WITH

TEMPORARY SEEDING)

Establishing a temporary vegetative cover with fast growing seeding on disturbed areas.

DISTURBED AREA

STABILIZATION (WITH

PERMANENT VEGETATION)

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

SLOPE STABILIZATION

A protective covering used to prevent erosion and establish temporary or permanent vegetation on steep slopes, shore lines, or channels.

Sd2-F

Ds3 Ds3

GEORGIA UNIFORM CODING SYSTEM FOR EROSION

AND SEDIMENT CONTROL PRACTICES

Ds2 Ds2

Ss Ss

Sd1-NS Sd1-NS

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF SANDY SPRINGS

1 GALAMBOS WAY

SANDY SPRINGS, GA 30328

770-206-2030

STEVE CIACCIO

T W

L R

S, G

, 1 7T

873.015

EROSION, SEDIMENTATION, &

POLLUTION CONTROL DETAILS

C-4.1

06/29/2023

AS SHOWN

JMB

SSH

3.0

L C

G\ C-

4.6 E

ILS

.D ted on

: 8 /8/

:17

S he et Sc ale :1"

1.5'

MAX

1' min

MIN

NOTES:

1. FOR STAKES, USE STEEL WITH A MINIMUM LENGTH OF 3 FEET.

2. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART, AND SECURELY DRIVE

THEM INTO THE GROUND, MINIMUM OF 18 INCHES DEEP.

3. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2 X 4 INCH WOOD STRIPS AROUND THE CREST

OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5 FEET ABOVE THE DROP INLET CREST.

4. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH CRUSHED STONE OF

COMPACTED SOIL.

5. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.

6. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP

INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE

DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW.

STAKE

FABRIC

BURIED

FABRIC

GATHER EXCESS

AT CORNERS

FRAME

DROP INLET

WITH GRATE

WIRE-BACKING

3' x 3' STEEL FRAME

INLET SEDIMENT TRAP -

FILTER FABRIC WITH SUPPORTING FRAME

NOT TO SCALESd2-F

DISTURBED AREA STABILIZATION (WITH

TEMPORARY SEEDING)

GRADING AND SHAPING

1. EXCESSIVE WATER RUNOFF SHALL BE REDUCED BY PRACTICES SUCH

AS CLOSED DRAINS, DITCHES, DIKES, DIVERSIONS, AND OTHERS

2. NO SHAPING OR GRADING IS REQUIRED IF SLOPES CAN BE STABILIZED

BY HAND-SEEDED VEGETATION OR IF HYDRAULIC SEEDING EQUIPMENT

IS TO BE USED.

SEEDBED PREPARATION

1. WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT

REQUIRED. WHEN USING CONVENTIONAL OR HAND-SEEDING, SEEDBED

PREPARATION IS NOT REQUIRED IF THE SOIL MATERIAL IS LOOSE AND

NOT SEALED BY RAINFALL.

2. WHEN SOIL HAS BEEN SEALED BY RAINFALL OR CONSISTS OF SMOOTH

CUT SLOPES, THE SOIL SHALL BE PITTED, TRENCHED OR OTHERWISE

SCARIFIED TO PROVIDE A PLACE FOR SEED TO LODGE AND

GERMINATE.

LIME AND FERTILIZER

1. SOIL TESTS MUST BE PERFORMED DETERMINE THE REQUIRED

AMOUNTS OF FERTILIZER, LIME, AND OTHER AMENDMENTS. SOIL TESTS

SHOULD INCLUDE RECOMMENDATIONS FOR APPLICATION RATES.

2. APPLY AGRICULTURAL LIME AT A RATE DETERMINED BY SOIL TEST FOR

PH. QUICK ACTING LIME SHOULD BE INCORPORATED TO MODIFY PH

DURING THE GERMINATION PERIOD.

3. ALL GRADED AREAS REQUIRE LIME APPLICATION UNLESS SOIL TEST

INDICATE OTHERWISE.

4. BIOSTIMULANTS SHOULD ALSO BE CONSIDERED WHEN THERE IS LESS

THAN 3% ORGANIC MATTER IN THE SOIL.

5. FERTILIZER SHOULD BE APPLIED BEFORE SEEDBED PREPARATION AND

INCORPORATED WITH A DISK, RIPPER, OR CHISEL. ON SLOPES TOO

STEEP FOR, OR INACCESSIBLE TO EQUIPMENT, FERTILIZER SHALL BE

HYDRAULICALLY APPLIED, PREFERABLY IN THE FIRST PASS WITH SEED

AND SOME HYDRAULIC MULCH, THEN TOPPED WITH THE REMAINING

REQUIRED APPLICATION RATE.

6. FOR LOW FERTILITY SOILS, AGRICULTURAL LIME & FERTILIZER

REQUIRED UNLESS SOIL TESTS SHOW IT IS NOT REQUIRED AND THAT

SOILS ARE REASONABLY FERTILE. FOR LOW FERTILITY SOILS, APPLY

10-10-10 FERTILIZER AT 500-700 LB/ACRE. APPLY AGRICULTURAL LIME

AT 1 TON PER ACRE.

SEEDING

SELECT A GRASS OR GRASS-LEGUME MIXTURE SUITABLE TO THE AREA

AND SEASON OF THE YEAR. SEED SHALL BE APPLIED UNIFORMLY BY HAND,

CYCLONE SEEDER, DRILL, CULTIPACKER-SEEDER, OR HYDRAULIC SEEDER

(SLURRY INCLUDING SEED AND FERTILIZER). DRILL OR

CULTIPACKER-SEEDERS SHOULD NORMALLY PLACE SEED ONE-QUARTER

TO ONE-HALF INCH DEEP. APPROPRIATE DEPTH OF PLANTING IS TEN

TIMES THE SEED DIAMETER. SOIL SHOULD BE “RAKED” LIGHTLY TO COVER

SEED WITH SOIL IF SEEDED BY HAND.

MULCHING

TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED

WITHOUT THE USE OF MULCH, PROVIDED THERE IS LITTLE TO NO EROSION

POTENTIAL. HOWEVER, THE USE OF MULCH CAN OFTEN ACCELERATE AND

ENHANCE GERMINATION AND VEGETATION ESTABLISHMENT. MULCH

WITHOUT SEEDING SHOULD BE CONSIDERED FOR SHORT TERM

PROTECTION. REFER TO DS1 - DISTURBED AREA STABILIZATION (Ds1).

IRRIGATION

DURING TIMES OF DROUGHT, WATER SHALL BE APPLIED AT A RATE NOT

CAUSING RUNOFF AND EROSION. THE SOIL SHALL BE THOROUGHLY

WETTED TO A DEPTH THAT WILL INSURE GERMINATION OF THE SEED.

SUBSEQUENT APPLICATIONS SHOULD BE MADE WHEN NEEDED.

DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)

SPECIES

SEEDING

RATE PER

1,000 S.F.

SEEDING

RATE PER

ACRE*

PLANTING DATES

MTNS./

LIMESTONE

PIEDMONT COASTAL

BARLEY (ALONE)

(IN MIXTURE)

3.3 LBS.

0.6 LBS.

3 bu.

1/2 bu. 9/1-10/31 9/15-11/15 10/1-12/31

RYE (ALONE)

(IN MIXTURE)

3.9 LBS.

0.6 LBS.

3 bu.

1/2 bu. 8/15-10/31 9/15-11/30 10/1-12/31

ANNUAL RYEGRASS ALONE 0.9 LBS. 40 LBS. 8/15-11/15 9/1-12/15 9/15-12/31

ANNUAL LESPEDEZA (ALONE)

(IN MIXTURE)

0.9 LBS.

0.2 LBS.

40 LBS.

10 LBS.

3/1-3/31 3/1-3/31 2/1-2/28

WEEPING

LOVEGRASS

(ALONE)

(IN MIXTURE)

0.1 LBS.

0.05 LBS.

4 LBS.

2 LBS.

4/1-5/31 4/1-5/31 3/1-5/31

SUDANGRASS 1.4 LBS. 60 LBS. 5/1-7/31 5/1-7/31 4/1-7/31

BROWN TOP MILLET (ALONE)

(IN MIXTURE)

0.9 LBS.

0.2 LBS.

40 LBS.

10 LBS. 4/15-6/15 4/15-6/60 4/15-6/30

WHEAT (ALONE)

(IN MIXTURE)

4.1 LBS.

0.7 LBS.

3 bu.

1/2 bu. 9/15-11/30 10/1-12-15 10/15-12/31

1. UNUSUAL SITE CONDITIONS MAY REQUIRE HEAVIER SEEDING RATES.

2. SEEDING DATES MAY NEED TO BE ALTERED TO FIT TEMPERATURE VARIATIONS AND LOCAL CONDITIONS.

3. SEE "THE MANUAL FOR EROSION & SEDIMENT CONTROL IN GEORGIA, SIXTH EDITION" FOR MAJOR LAND

RESOURCE AREAS.

4. SEEDING RATES ARE BASED ON PURE LIVE SEED. (PLS)

DISTURBED AREA STABILIZATION (WITH

PERMANENT VEGETATION)

NOTE THAT IN THE CASE OF DISCREPANCIES BETWEEN ANY OF

THE INFORMATION BELOW AND THE INFORMATION CONTAINED IN

TREE REPLACEMENT AND LANDSCAPE PLANS & DETAILS, THE

LATTER SHALL BE USED.

GRADING AND SHAPING

1. GRADING AND SHAPING MAY NOT BE WHERE HYDRAULIC SEEDING AND

FERTILIZING EQUIPMENT IS TO BE USED. VERTICAL BANKS SHALL BE

SLOPED TO ENABLE PLANT ESTABLISHMENT.

2. WHEN CONVENTIONAL SEEDING AND FERTILIZING ARE TO BE DONE,

GRADE AND SHAPE WHERE SO THAT EQUIPMENT CAN BE USED SAFELY

AND EFFICIENTLY DURING SEEDBED PREPARATION, SEEDING, MULCHING

AND MAINTENANCE OF THE VEGETATION.

3. CONCENTRATIONS OF WATER THAT WILL CAUSE EXCESSIVE SOIL EROSION

SHALL BE DIVERTED TO A SAFE OUTLET. DIVERSIONS AND OTHER

TREATMENT PRACTICES SHALL CONFORM WITH THE APPROPRIATE

STANDARDS AND SPECIFICATIONS

LIME AND FERTILIZER RATES

1. AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS

PER ACRE UNLESS SOIL TESTS INDICATE OTHERWISE. ALL GRADED AREAS

REQUIRE LIME APPLICATION UNLESS SOIL TEST INDICATE OTHERWISE. IF

LIME IS APPLIED WITHIN SIX MONTHS OF PLANTING PERMANENT

PERENNIAL VEGETATION, ADDITIONAL LIME IS NOT REQUIRED.

AGRICULTURAL LIME SHALL BE WITHIN THE SPECIFICATIONS OF THE

GEORGIA DEPARTMENT OF AGRICULTURE.

2. AGRICULTURAL LIME IS GENERALLY NOT REQUIRED WHERE ONLY TREES

AND SOME LANDSCAPING IS PLANTED, REFER TO TREE PROTECTION AND

LANDSCAPE PLANS FOR LIME REQUIREMENTS IN AREAS OF TREES AND

SHRUBS.

3. REFER TO THE TABLE ON THIS SHEET OR TABLE 6-5.1 OF THE MANUAL FOR

EROSION & SEDIMENT CONTROL IN GA, SIXTH EDITION, FOR FERTILIZER

REQUIREMENTS BY PLANTING SPECIES.

LIME AND FERTILIZER APPLICATION

1. WHEN HYDRAULIC SEEDING EQUIPMENT IS USED, THE INITIAL FERTILIZER

SHALL BE MIXED WITH SEED, INNOCULANT (IF NEEDED), AND WOOD

CELLULOSE OR WOOD PULP FI BER MULCH AND APPLIED IN A SLURRY. THE

INNOCULANT, IF NEEDED, SHALL BE MIXED WITH THE SEED PRIOR TO

BEING PLACED INTO THE HYDRAULIC SEEDER. THE SLURRY MIXTURE WILL

BE AGITATED DURING APPLICATION TO KEEP THE INGREDIENTS

THOROUGHLY MIXED. THE MIXTURE WILL BE SPREAD UNIFORMLY OVER

THE AREA WITHIN ONE HOUR AFTER BEING PLACED IN THE HYDROSEEDER.

2. FINELY GROUND LIMESTONE CAN BE APPLIED IN THE MULCH SLURRY OR IN

COMBINATION WITH THE TOP DRESSING.

3. WHEN CONVENTIONAL PLANTING IS TO BE DONE, LIME AND FERTILIZER

SHALL BE APPLIED UNIFORMLY IN ONE OF THE FOLLOWING WAYS:

a. APPLY BEFORE LAND PREPARATION SO THAT IT WILL BE MIXED

WITH THE SOIL DURING SEEDBED PREPARATION.

b. MIX WITH THE SOIL USED TO FILL THE HOLES, DISTRIBUTE IN

FURROWS.

c. BROADCAST AFTER STEEP SURFACES ARE SCARIFIED, PITTED OR

TRENCHED.

d. A FERTILIZER PELLET SHALL BE PLACED AT ROOT DEPTH IN THE

CLOSING HOLE BESIDE EACH PINE TREE SEEDLING.

PLANT SELECTION

1. PLANT AND LANDSCAPE SPECIES TO BE AS INDICATED ON THE TREE

REPLACEMENT PLAN AND LANDSCAPE PLANS. IN THE EVENT NO SUCH

PLAN HAS BEEN PREPARED, AND SPECIES IS NOT CALLED OUT

SPECIFICALLY ON THE PERMANENT VEGETATION PLAN, SPECIES ARE TO

BE SELECTED BASED ON THE TABLES SHOWN ON THIS SHEET OR FROM

TABLES 6-4.1, 6-5.2, 6-5.3, OR 6.5-4 OF THE MANUAL FOR EROSION &

SEDIMENT CONTROL IN GEORGIA, SIXTH EDITION, AND APPROVED IN

WRITING BY THE OWNER.

RYEGRASS SHALL NOT BE USED IN ANY SEEDING MIXTURES

CONTAINING PERENNIAL SPECIES DUE TO ITS ABILITY TO

OUT-COMPETE DESIRED SPECIES CHOSEN FOR PERMANENT

PERENNIAL COVER.

SEEDBED PREPARATION

SEEDBED PREPARATION MAY NOT BE REQUIRED WHERE HYDRAULIC

SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED (BUT IS STRONGLY

RECOMMENDED FOR ANY SEEDING PROCESS, WHEN POSSIBLE). WHEN

CONVENTIONAL SEEDING IS TO BE USED, SEEDBED PREPARATION WILL BE

DONE AS FOLLOWS:

BROADCAST PLANTINGS

1. TILLAGE, AT A MINIMUM, SHALL ADEQUATELY LOOSEN THE SOIL TO A

DEPTH OF 4 TO 6 INCHES; ALLEVIATE COMPACTION; INCORPORATE LIME

AND FERTILIZER; SMOOTH AND FI RM THE SOIL; ALLOW FOR THE PROPER

PLACEMENT OF SEED, SPRIGS, OR PLANTS; AND ALLOW FOR THE

ANCHORING OF STRAW OR HAY MULCH IF A DISK IS TO BE USED.

2. TILLAGE MAY BE DONE WITH ANY SUITABLE EQUIPMENT.

3. TILLAGE SHOULD BE DONE ON THE CONTOUR WHERE FEASIBLE.

4. ON SLOPES TOO STEEP FOR THE SAFE OPERATION OF TILLAGE

EQUIPMENT, THE SOIL SURFACE SHALL BE PITTED OR TRENCHED ACROSS

THE SLOPE WITH APPROPRIATE HAND TOOLS TO PROVIDE TWO PLACES 6

TO 8 INCHES APART IN WHICH SEED MAY LODGE AND GERMINATE.

HYDRAULIC SEEDING MAY ALSO BE USED.

INDIVIDUAL PLANTS

1. ALL INDIVIDUAL PLANTINGS SHOULD BE PERFORMED IN ACCORDANCE

WITH LANDSCAPE OR TREE REPLACEMENT PLANS.

INOCULANTS

1. ALL LEGUME SEED SHALL BE INOCULATED WITH APPROPRIATE

NITROGEN-FIXING BACTERIA. THE INOCULANT SHALL BE A PURE CULTURE

PREPARED SPECIFICALLY FOR THE SEED SPECIES AND USED WITHIN THE

DATES ON THE CONTAINER.

2. A MIXING MEDIUM RECOMMENDED BY THE MANUFACTURER SHALL BE

USED TO BOND THE INOCULANT TO THE SEED. FOR CONVENTIONAL

SEEDING, USE TWICE THE AMOUNT OF INOCULANT RECOMMENDED BY THE

MANUFACTURER. FOR HYDRAULIC SEEDING, FOUR TIMES THE AMOUNT OF

INOCULANT RECOMMENDED BY THE MANUFACTURER SHALL BE USED.

3. ALL INOCULATED SEED SHALL BE PROTECTED FROM THE SUN AND HIGH

TEMPERATURES AND SHALL BE PLANTED THE SAME DAY INOCULATED. NO

INOCULATED SEED SHALL REMAIN IN THE HYDROSEEDER LONGER THAN

ONE HOUR.

PLANTING

HYDRAULIC SEEDING

MIX THE SEED (INOCULATED IF NEEDED), FERTILIZER, AND WOOD

CELLULOSE OR WOOD PULP FIBER MULCH WITH WATER AND APPLY IN A

SLURRY UNIFORMLY OVER THE AREA TO BE TREATED. APPLY WITHIN ONE

HOUR AFTER THE MIXTURE IS MADE.

CONVENTIONAL SEEDING

SEEDING WILL BE DONE ON A FRESHLY PREPARED AND FIRMED SEEDBED.

FOR BROADCAST PLANTING, USE A CULTIPACKER-SEEDER, DRILL, ROTARY

SEEDER, OTHER MECHANICAL SEEDER, OR HAND SEEDING TO DISTRIBUTE

THE SEED UNIFORMLY OVER THE AREA TO BE TREATED. COVER THE SEED

LIGHTLY WITH 1/8 TO 1/4 INCH OF SOIL FOR SMALL SEED AND 1/2 TO 1 INCH

FOR LARGE SEED WHEN USING A CULTIPACKER OR OTHER SUITABLE

EQUIPMENT.

NO-TILL SEEDING

NO-TILL SEEDING IS PERMISSIBLE INTO ANNUAL COVER CROPS WHEN

PLANTING IS DONE FOLLOWING MATURITY…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 26, 2024.